Lick Creek Stream Restoration Site

Lick Creek Stream Restoration Site MONITORING REPORT 2010 (Year 5) 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 211 Raleigh, North Carolina 27604 October 21, 2010

Lick Creek Stream Restoration Site MONITORING REPORT 2010 (Year 5)

Prepared for:

Restoration Systems, LLC 1101 Haynes Street, Suite 211 Raleigh, North Carolina 27604

Prepared by:

Wolf Creek Engineering, PLLC 51 North Knob Lane Weaverville, NC 28787

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 ....................................................................................................... 16 2.2.2 Geomorphology .............................................................................................. 16 2.2.3 Problem Areas................................................................................................. 17 2.2.4 Photo Reference Stations ................................................................................ 18 Stability Assessment Table ............................................................................. 19 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. Vegetative Problem Areas .................................................................................. 14 Table 6. Stem Counts........................................................................................................ 15 Table 7. Verification of Bankfull Events.......................................................................... 16 Table 8. BEHI and Sediment Export Estimates ............................................................... 17 Table 9. Problem Areas..................................................................................................... 18 LIST OF FIGURES Figure 1. Vicinity Map Figure 2. Monitoring Plans LIST OF APPENDICES Appendix A: Vegetation Data Appendix B: Geomorphic Data

Lick Creek Monitoring Year 5

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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 five greater-than-bankfull events and several near bankfull events. The most extensive flooding occurred shortly after the completion of construction, when in June of 2006, Hurricane Alberto crossed central North Carolina resulting in five inches of rainfall on-site and water elevations three feet above bankfull. At least one greater-than-bankfull event was recorded by crest gauges during the fifth year of monitoring. It should be noted that the summers of 2007 and 2008 were some of the most severe droughts on record for the state of North Carolina and drought conditions have been an ongoing concern throughout the monitoring phase of the project. Additionally, base flow was completely absent in all three monitoring reaches during the September 2010 collection of monitoring data. Stream Most of the stream reaches have managed the extreme flow events of the first five years. Several areas of minor bank scour were observed during Monitoring Year 3 for which repairs were recommended. Repairs were completed in January of 2009 which consisted of the installation of brush toes in several meander bends exhibiting bank erosion. The repaired areas were inspected in September of 2010 as a part of this monitoring period and observed to be stable, in a sound condition, and are supporting vigorous vegetative cover. Cross section and profile surveys indicate that the channel form is consistent with the Year 4 surveys. 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 majority of the site along with volunteer species from upstream seed sources. In areas of weak bank vegetation, additional live-stakes were installed in 2007 and are becoming well established. It was observed during the Monitoring Year 4 survey that cattle had accessed and heavily browsed portions of the project upstream of Lower Moncure Road. Woody and herbaceous vegetation was severely damaged but appears to have recovered during

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Monitoring Year 5. In September of 2010, evidence was observed which suggests that a small number of cattle had accessed the area but their impact appears to have been minimal. The riparian buffer planting had an overall survival rate of 61% with additional volunteer species taking root. The average stem density for the Site is 481 trees per acre. A number of Chinese privet (Ligustrum sinense) stems are emerging in areas where invasive species removal previously occurred.

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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 land-use. 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 5

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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)

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

Scheduled Completion

Activity or Report 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 Maintenance (Brush toes added to stabilize scoured banks) Year 4 Monitoring

N/A

N/A

Nov-06

Nov-06 Nov-07 Nov-08 N/A Nov-09

Dec-06 Nov-07 Oct-08 N/A Oct-09

Dec-06 Dec-07 Nov-08 Jan-09 Dec-09

Year 5 Monitoring

Nov-10

Sep-10

Oct-10

Lick Creek Monitoring Year 5

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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 5

2889 Lowery Street, Suite B Winston-Salem, NC 27101 Contact: Darrell Westmoreland, Tel. 336-725-2010 S.C. Supertree Nursery, Tel 800-222-1290 51 North Knob Lane Weaverville, NC 28787 Contact: Grant Ginn, Tel. 828-658-3649

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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 3

MY3 27.3 >100

774 1010 1.3 0.17 0.17 E5

54 0.09 40 128

Min 110 48 200 77 0.4 68 157

Max 130 60 260

774 1010 1.3 0.17 0.17

65.5 0.245 54 142.5

Med 120 54 230

MY-1 (2006)

62.7 2.3 4.4 11.6 >3

MY2 27 >100

63.8 2.4 4.3 11.4 >3

MY1 27 >100

0.1 8

62.1 2.2 4.5 12.5 >3

MY5 27.9 >100

MY+

774 1010 1.3 0.16 0.16 E5

38 0.13 42 134

Min 110 48 200 65 0.45 56 149

Max 130 60 260

774 1010 1.3 0.16 0.16

52 0.29 49 142

Med 120 54 230

MY-2 (2007)

0.1 10

64.2 2.4 4.3 11.6 >3

MY4 27.3 >100

Cross Section 1 Riffle

83.5 3.2 5.9

MY2 26.2 88.1 3.4 6.1

MY3 26.2

774 1010 1.3 0.15 0.15 E5

30 0.07 30 130

Min 110 48 200 75 0.881 82 144

Max 130 60 260

774 1010 1.3 0.15 0.15

53 0.48 56 137

Med 120 54 230

MY-3 (2008)

72.3 2.8 5.2

MY1 25.7 98.9 3.4 6.5

MY5 28.9

MY+

33 0.13 39 153

Min 110 48 200

83 0.55 63 155

Max 130 60 260

774 1010 1.3 0.17 0.12 E5

63 0.42 50 154

Med 120 54 230

MY-4 (2009)

91.6 3.1 6.3

MY4 29.8

Cross Section 2 Pool

Morphology and Hydraulic Monitoring Summary Lick Creek Stream Restoration Site (D04013-1) Reach 1: Wallace Branch

MY2

MY3

54 0.8 24.5

Min 110 48 200

75.3 1.3 81.5

Max 130 60 260

774 1010 1.3 0.08 E5

63.9 0.8 30.4

Med 120 54 230

MY-5 (2010)

MY1

MY5

MY+

Min

Max

Med

MY+ (2011)

MY4

Cross Section

21

Bkf Width (ft) Floodprone Width (ft)

Riffle Length (ft) Riffle Slope (%) Pool length (ft) Pool Spacing (ft)

Beltwidth (ft) Radius of Curvature (ft) Meander Wavelength (ft)

0.8 7

0.7 6

6.6 16

69.4 2.6 4.8 10 >3

MY3 26.4 >100

86 0.19 28 180

Min 120 50 260 142 0.26 75 250

Max 150 90 290

810 1041 1.3 0.298 0.298

114 0.225 51.5 215

Med 135 70 275

0.8 9

83.4 2.8 6.3 10.9 >3

MY5 30.1 >100

MY+

810 1041 1.3 0.31 0.31 E5

80 0.2 32 152

Min 120 50 260 100 0.47 80 220

Max 150 90 290

810 1041 1.3 0.31 0.31

90 0.34 56 186

Med 135 70 275

MY-2 (2007)

1.4 11

75.4 2.5 5.2 11.6 >3

MY4 29.6 >100

Cross Section 3 Riffle

MY-1 (2006)

69.8 2.6 4.5 10 >3

MY2 26.4 >100

68 2.5 4.5 10.7 >3

MY1 27 >100

Additional Reach Parameters Valley Length (ft) 810 Channel Length (ft) 1041 Sinuosity 1.3 Water Surface Slope (%) 0.298 Bkf Slope (%) 0.298 Rosgen Classification E5 Habitat Index Macrobenthos

Profile

Pattern

Parameter

Bkf Cross Sectional Area (ft2) Bkf Mean Depth (ft) Bkf Max Depth (ft) Width/Depth Ratio Entrenchment Ratio Wetted Perimeter (ft) Hydraulic Radius (ft) Substrate D50 (mm) D84 (mm)

Dimension

Parameter

102.9 2.9 5.4

MY2 36 96.2 2.7 4.9

MY3 36

810 1041 1.3 0.27 0.27 E5

60 0.03 30 157

Min 120 50 260 88 0.437 82 284

Max 150 90 290

810 1041 1.3 0.27 0.27

74 0.23 56 220

Med 135 70 275

MY-3 (2008)

109.7 2.9 5.7

MY1 38.1 97.8 3.0 6.7

MY5 33

MY+

46 0.11 13 138

Min 120 50 260

73 0.4 60 284

Max 150 90 290

810 1041 1.3 0.24 0.25 E5

67 0.16 28 202

Med 135 70 275

MY-4 (2009)

100 2.8 5.9

MY4 36

Cross Section 4 Pool

Morphology and Hydraulic Monitoring Summary Lick Creek Stream Restoration Site (D04013-1) Reach 2: Lick Creek

MY2

MY3

36.6 0.2 29.3 187

Min 120 50 260

87.8 0.77 69.3 252.1

Max 150 90 290

810 1041 1.3 0.25 E5

79.5 0.26 51.1 216.7

Med 135 70 275

MY-5 (2010)

MY1

MY5

MY+

Min

Max

Med

MY+ (2011)

MY4

Cross Section

22 Min 180 70 300

794 1167 1.5 0.16 0.16 E5

Riffle Length (ft) 93 Riffle Slope (%) 0.062 Pool length (ft) 47 Pool Spacing (ft) 200

Beltwidth (ft) Radius of Curvature (ft) Meander Wavelength (ft)

Additional Reach Parameters Valley Length (ft) Channel Length (ft) Sinuosity Water Surface Slope (%) Bkf Slope (%) Rosgen Classification Habitat Index Macrobenthos

Profile

Pattern

138 0.145 110 240

Max 250 100 340

794 1167 1.5 0.16 0.16

115.5 0.104 78.5 220

Med 215 85 320

MY-1 (2006)

1.8 15

0.4 8

Parameter

164 3.7 8.3 12.1 >3

160.2 3.6 7 12.4 >3

Bkf Cross Sectional Area (ft2) 162.1 Bkf Mean Depth (ft) 3.7 Bkf Max Depth (ft) 6.8 Width/Depth Ratio 11.6 Entrenchment Ratio >3 Wetted Perimeter (ft) Hydraulic Radius (ft) Substrate D50 (mm) 0.8 D84 (mm) 13

MY3 44.5 >150

MY2 44.5 >150

Bkf Width (ft) Floodprone Width (ft)

7.9 19

170.7 3.6 8.2 13.2 >3

MY5 47.4 >150

MY+

794 1167 1.5 0.13 0.13 E5

69 0.14 80 180

Min 180 70 300 104 0.53 112 265

Max 250 100 340

794 1167 1.5 0.13 0.13

87 0.33 96 223

Med 215 85 320

MY-2 (2007)

4.2 12

146.8 3.3 8 13.4 >3

MY4 44.3 >150

Cross Section 5 Riffle MY1 43.4 >150

Dimension

Parameter

170.9 4 8.3

MY2 43 172.4 4 7.7

MY3 42.7

794 1167 1.5 0.13 0.13 E5

78 0.051 45 195

Min 180 70 300 90 0.367 91 223

Max 250 100 340

794 1167 1.5 0.13 0.13

84 0.209 68 209

Med 215 85 320

MY-3 (2008)

164.1 3.6 7.8

MY1 45 176 4.1 8.3

MY5 42.7

MY+

75 0.11 16 187

Min 180 70 300

130 0.31 43 278

Max 250 100 340

794 1167 1.5 0.13 0.45 E5

78 0.21 23 214

Med 215 85 320

MY-4 (2009)

186.1 4.3 9.6

MY4 43

Cross Section 6 Pool

Morphology and Hydraulic Monitoring Summary Lick Creek Stream Restoration Site (D04013-1) Reach 3: Lick Creek

MY2

MY3

46 0.39 55.2 195.9

Min 180 70 300

118.6 0.66 105.5 276.4

Max 250 100 340

794 1167 1.5 0.45 E5

96.5 214.9

Med 215 85 320

MY-5 (2010)

MY1

MY5

MY+

Min

Max

Med

MY+ (2011)

MY4

Cross Section

APPENDIX A

1. Vegetation Monitoring Plot Photos

Vegetation Plot No. 1

Year 4

Photo No. 1

Year 5

Photo No. 2

Lick Creek Monitoring Survey Year 5

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Vegetation Plot No. 2

Year 4

Photo No. 3

Year 5

Photo No. 4

Lick Creek Monitoring Survey Year 5

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Vegetation Plot No. 3

Year 4

Photo No. 5

Year 5

Photo No. 6

Lick Creek Monitoring Survey Year 5

10/14/10

Vegetation Plot No. 4

Year 4

Photo No. 7

Year 5

Photo No. 8

Lick Creek Monitoring Survey Year 5

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Vegetation Plot No. 5

Year 4

Photo No. 9

Year 5

Photo No. 10

Lick Creek Monitoring Survey Year 5

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Vegetation Plot No. 6

Year 4

Photo No. 11

Year 5

Photo No. 12

Lick Creek Monitoring Survey Year 5

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Vegetation Plot No. 7

Year 4

Photo No. 13

Year 5

Photo No. 14

Lick Creek Monitoring Survey Year 5

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Vegetation Plot No. 8

Year 4

Photo No. 15

Year 5

Photo No. 16

Lick Creek Monitoring Survey Year 5

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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

Weak Bank Vegetation on Wallace Branch, Sta 42+40

9/13/10

Photo No. 17

Scoured Log Vane Arm, Lick Creek, Sta 10+80

9/13/10

Photo No. 18

Lick Creek Monitoring Year 5

10/14/10

Beaver Dam, Lick Creek, Sta 25+25

9/13/10 Photo No. 19

Minor Toe Scour, Lick Creek, Sta 50+30

9/13/10

Photo No. 20

Lick Creek Monitoring Year 5

10/14/10

Photo Station 1

Year 3 - 25’ offset from PP1

Photo No. 21

Year 4 - 25’ offset from PP1

Photo No. 22

Year 5 - 25’ offset from PP1

Photo No. 23

Lick Creek Monitoring Year 5

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Photo Station 2

Year 3 - 10’ offset from PP2

Photo No. 24

Year 4 - 10’ offset from PP2

Photo No. 25

Year 5 – 10’ offset from PP2

Photo No. 26

Lick Creek Monitoring Year 5

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Photo Station 3

Year 3 - 10’ offset from PP3

Photo No. 27

Year 4 - 10’ offset from PP3

Photo No. 28

Year 5 – 10’ offset from PP3

Photo No. 29

Lick Creek Monitoring Year 5

10/14/10

Photo Station 4

Year 3 - 10’ offset from PP4

Photo No. 30

Year 4 - 10’ offset from PP4

Photo No. 31

Year 5 – 10’ offset from PP4

Photo No. 32

Lick Creek Monitoring Year 5

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Photo Station 5

Year 3 - 10’ offset from PP5

Photo No. 33

Year 4 - 10’ offset from PP5

Photo No. 34

Year 5 – 10’ offset from PP5

Photo No. 35

Lick Creek Monitoring Year 5

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Photo Station 6

Year 3 - 10’ offset from PP6

Photo No. 36

Year 4 - 10’ offset from PP6

Photo No. 37

Year 5 – 10’ offset from PP6

Photo No. 38

Lick Creek Monitoring Year 5

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Photo Station 7

Year 3

Photo No. 39

Year 4 – 10’ offset from PP7

Photo No. 40

Year 5 – 10’ offset from PP7

Photo No. 41

Lick Creek Monitoring Year 5

10/14/10

Photo Station 8

Year 3 - 10’ offset from PP8

Year 4 - 10’ offset from PP8

Lick Creek Monitoring Year 5

Photo No. 42

Photo No. 43

10/14/10

Photo Station 9

Year 3 - 10’ offset from PP9

Photo No. 44

Year 4 - 10’ offset from PP9

Photo No. 45

Year 5 – 10’ offset from PP9

Photo No. 46

Lick Creek Monitoring Year 5

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Photo Station 10

Year 3

Photo No. 47

Year 4

Photo No. 48

Year 5 – 10’ offset from PP1

Photo No. 49

Lick Creek Monitoring Year 5

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Photo Station 11

Year 3 - 10’ offset from PP11

Photo No. 50

Year 4 - 10’ offset from PP11

Photo No. 51

Year 5 – PP11

Photo No. 52

Lick Creek Monitoring Year 5

10/14/10

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

25 0 26 25

26 N/A 26 26

N/A N/A N/A N/A

96% 100% 100% 96%

99%

E. Bed General

1. General channel bed agradation areas 2. Channel bed degradation - areas of increasing downcutting or head-cutting

N/A

N/A

0/50

100%

N/A

N/A

0/50

100%

100%

F. Vanes

1. Free of back or arm scour 2. Height appropriate 3. Angle and geometry appear appropriate 4. Free of piping or other structural failures

17 17 17 17

17 17 17 17

N/A N/A N/A N/A

100% 100% 100% 100%

100%

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

100% 100% 100% 100% 100%

100%

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 11 11 N/A 2. Armor stable 2 2 N/A 3. Facet grade appears stable 11 11 N/A 4. Minimal evidence of embedding/fining 11 11 N/A 5. Length appropriate 11 11 N/A

B. Pools

1. Present 2. Sufficently deep 3. Length appropriate

11 11 11

11 11 11

N/A N/A N/A

100% 100% 100%

100%

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

11 0 11 11

11 N/A 11 11

N/A N/A N/A N/A

100% 100% 100% 100%

100%

E. Bed General

1. General channel bed agradation areas 2. Channel bed degradation - areas of increasing downcutting or head-cutting

N/A

N/A

0/40

100%

N/A

N/A

0/60

100%

100%

F. Vanes

1. Free of back or arm scour 2. Height appropriate 3. Angle and geometry appear appropriate 4. Free of piping or other structural failures

12 13 13 12

13 13 13 13

N/A N/A N/A N/A

92% 100% 100% 92%

96%

G. Wads/Boulders

1. Free of scour 2. Footing stable

22 22

22 22

N/A N/A

100% 100%

100%

Table B1. Visual Morphological Stability Assessment

Feature Category

A. Riffles

Lick Creek Stream Restoration Site (D04013-1) Lick Creek: Reach 3 4,008 ft (# Stable) Total Total Number Number Number / Metric Performing per As- feet in as built unstable Intended state 1. Present 17 17 N/A 2. Armor stable 1 1 N/A 3. Facet grade appears stable 17 17 N/A 4. Minimal evidence of embedding/fining 17 17 N/A 5. Length appropriate 17 17 N/A

% Performing in Stable Condition

Feature Performing Mean or Total

100% 100% 100% 100% 100%

100%

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% 100% 100% 100%

99%

E. Bed General

1. General channel bed agradation areas 2. Channel bed degradation - areas of increasing downcutting or head-cutting

N/A

N/A

0/50

100%

N/A

N/A

0/5

100%

100%

F. Vanes

1. Free of back or arm scour 2. Height appropriate 3. Angle and geometry appear appropriate 4. Free of piping or other structural failures

30 30 30 30

30 30 30 30

N/A N/A N/A N/A

100% 100% 100% 100%

100%

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+80.7

Year 4

Year 5

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 10/26/09 Area 64.2 Bkf W 27.3 Dmean 2.4 Dmax 4.3 W/d 11.6

Year 5 Date 9/13/10 Area 62.1 Bkf W 27.9 Dmean 2.2 Dmax 4.5 W/d 12.5

Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 1 Reach 1 - Wallace Branch - Sta 12+80.7 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 0 3.6 7.6 11 12.1 13.9 16 18.1 20.6 21.8 22.3 22.5 22.6 23.1 23.7 24.2 25.1 25.8 26.1 26.4 26.9 27.2 27.3 27.6 27.8 28.3 29.7 30.8 32.1 35.6 37.6 38.3 39.4 40.9 43.6 47.6 51.6

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. 4.87 213.24 218.11 213.20 4.91 213.07 5.04 212.89 5.22 212.85 5.26 212.61 5.50 212.08 6.03 211.35 6.76 210.28 7.83 209.89 8.22 209.45 8.66 209.41 8.70 209.06 9.05 208.70 9.41 208.64 9.47 208.67 9.44 208.77 9.34 208.65 9.46 208.55 9.56 208.55 9.56 208.55 9.56 208.60 9.51 208.82 9.29 209.04 9.07 209.19 8.92 209.34 8.77 209.53 8.58 209.63 8.48 209.90 8.21 210.31 7.8 211.70 6.41 212.51 5.6 212.68 5.43 212.70 5.41 212.93 5.18 213.09 5.02 213.39 4.72 213.45 4.66

Desc. IR Lt

ToB BKF

LEW TOE

TOE REW BKF ToB

IR Rt

Desc. XS-1 IR Lt GRND GRND GRND GRND BKF BNK BNK BNK BNK BNK BNK EOW BED BED BED BED BED BED BED BED BED BED EOW BNK BNK BNK BNK BNK BNK BNK BNK BKF GRND GRND GRND GRND GRND

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 0 5 10.5 13 16 18 20 21 22.4 22.9 24 24.6 25.5 26.5 27 28 30 32 34 37 38.4 41 45 49 51.6

Year 5 FS/BS Elev. 10.04 208.64 218.68 5.48 213.20 5.63 213.05 5.74 212.94 6.36 212.32 7.17 211.51 8.25 210.43 8.54 210.14 8.63 210.05 9.33 209.35 10.03 208.65 9.96 208.72 10.16 208.52 10.34 208.34 10.18 208.50 9.60 209.08 9.12 209.56 8.84 209.84 8.29 210.39 7.54 211.14 6.35 212.33 5.94 212.74 5.71 212.97 5.36 213.32 5.32 213.36 5.22 213.46

Desc. IR Lt

EOW

EOW

IR Rt

Desc. TP1 GRND GRND TOB BNK BNK BNK BNK BNK BNK BNK BED THL BED BED BED BNK BNK BNK BNK BNK TOB TERR TERR TERR GRND

Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 2 - Pool Reach 1 - Wallace Branch - Sta 13+74.5

Year 4

Year 5

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 10/26/09 Area 91.6 Bkf W 29.8 Dmean 3.1 Dmax 6.3 W/d 9.7

Year 5 Date 9/13/10 Area 98.9 Bkf W 28.9 Dmean 3.4 Dmax 6.5 W/d 8.4

Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 2 - Pool Reach 1 - Wallace Branch - Sta 13+74.5 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 0 3 4.5 8 11 12.5 13.5 15 17.7 19.1 19.7 20.2 20.4 22 24 26 28 30 32 33.5 34.4 34.5 35.7 36.5 38.7 39.5 42.3 44.1 45.4 46.5 48 50 55 56.9

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. 5.30 213.08 218.38 5.37 213.01 5.45 212.93 5.30 213.08 5.46 212.92 5.36 213.02 5.40 212.98 5.54 212.84 6.12 212.26 7.33 211.05 8.14 210.24 8.58 209.80 9.44 208.94 10.65 207.73 11.48 206.90 12.22 206.16 12.49 205.89 12.70 205.68 12.59 205.79 12.03 206.35 11.41 206.97 9.44 208.94 9.04 209.34 8.35 210.03 7.91 210.47 7.34 211.04 6.99 211.39 6.39 211.99 6.3 212.08 5.92 212.46 5.86 212.52 5.65 212.73 5.53 212.85 5.4 212.98 5.44 212.94

Desc. IR Lt

ToB BKF

LEW

TOE REW BKF ToB

IR Rt

Desc. XS-2 IR Lt GRND GRND GRND GRND GRND BKF BKF BNK BNK BNK BNK EOW BED BED BED BED BED BED BED BED EOW BNK BNK BNK BNK BNK BKF GRND GRND GRND GRND GRND GRND GRND

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 0 2.2 5.2 9.2 13.4 15.2 17.2 18.5 19.6 20.1 20.5 21.7 23.2 25.2 27.2 29.2 31.2 32.5 34.2 35.4 37.4 40.2 42.3 45.2 49.2 54.2 57

Year 5 FS/BS Elev. 10.00 207.81 217.81 4.74 213.07 4.86 212.95 4.82 212.99 4.81 213.00 4.83 212.98 5.53 212.28 6.45 211.36 6.91 210.90 7.91 209.90 7.92 209.89 10.12 207.69 10.83 206.98 11.86 205.95 11.99 205.82 12.17 205.64 12.19 205.62 12.09 205.72 11.87 205.94 10.88 206.93 7.97 209.84 6.84 210.97 6.06 211.75 5.69 212.12 5.24 212.57 4.93 212.88 4.83 212.98 4.81 213.00

Desc. IR Lt

EOW

EOW

IR Rt

Desc. TP2 GRND GRND GRND GRND TOB BNK BNK BNK BNK BNK BNK EOW BED BED BED BED BED BED EOW BNK BNK BNK TOB GRND GRND GRND GRND

Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 3 - Riffle Reach 2 - Lick Creek - Sta 13+25.7

Year 4

Year 5

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 10/26/09 Area 75.4 Bkf W 29.6 Dmean 2.5 Dmax 5.2 W/d 11.6

Year 5 Date 9/13/10 Area 83.4 Bkf W 30.1 Dmean 2.8 Dmax 6.3 W/d 10.9

Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 3 - Riffle Reach 2 - Lick Creek - Sta 13+25.7 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 0 2.7 8.7 11.4 14.7 15.3 16.1 17.7 19.5 22.7 23.1 24.7 25.5 25.9 26.2 27.3 28.4 30.2 31.7 33.3 33.6 34.1 34.9 36.2 37.7 40.4 42.7 45.7 49.7 53.7 58

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. 4.78 213.72 218.50 4.81 213.69 4.80 213.70 4.82 213.68 5.06 213.44 5.33 213.17 5.37 213.13 5.56 212.94 6.63 211.87 7.43 211.07 8.53 209.97 8.82 209.68 9.19 209.31 9.36 209.14 9.74 208.76 10.59 207.91 10.80 207.70 10.80 207.70 10.61 207.89 10.46 208.04 10.11 208.39 9.72 208.78 9.10 209.40 8.37 210.13 7.43 211.07 7.10 211.40 6.14 212.36 5.90 212.60 5.52 212.98 5.61 212.89 5.45 213.05 5.46 213.04

Desc. IR Lt

ToB BKF LEW TOE THL

TOE REW

BKF ToB Stake Rt

Desc. IR Lt GRND GRND GRND GRND GRND GRND BKF BNK BNK BNK BNK BNK BNK EOW BED BED BED BED BED BED EOW BNK BNK BNK BNK BNK BNK BKF GRND GRND GRND

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 0 2.7 5.7 9.7 12.7 15.6 17.7 20.2 21.7 22.7 24 25 25.3 25.7 26.4 27.4 28.4 29.7 31 32.2 33 33.3 33.7 34.7 35.2 37.7 39.7 40.7 45.7 53.7 57.9

Year 5 FS/BS Elev. 4.42 213.72 218.14 4.46 213.68 4.46 213.68 4.69 213.45 4.61 213.53 4.90 213.24 5.01 213.13 6.27 211.87 6.88 211.26 7.37 210.77 7.98 210.16 9.05 209.09 9.69 208.45 9.87 208.27 11.16 206.98 11.33 206.81 11.33 206.81 11.26 206.88 11.08 207.06 10.78 207.36 10.46 207.68 10.24 207.90 9.91 208.23 8.60 209.54 7.23 210.91 6.76 211.38 6.28 211.86 6.08 212.06 5.69 212.45 5.14 213.00 5.1 213.04 5.1 213.04

Desc. IR Lt

EOW

EOW

GROUND

Desc. IR Lt GRND

TOB BNK

EOW BED

EOW BNK TOB

Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 4 - Pool Reach 2 - Lick Creek - Sta 15+79.4

Year 4

Year 5

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 10/26/09 Area 100.0 Bkf W 36 Dmean 2.8 Dmax 5.9 W/d 13.0

Year 5 Date 9/13/10 Area 100.1 Bkf W 35 Dmean 2.9 Dmax 6.7 W/d 12.2

Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 4 - Pool Reach 2 - Lick Creek - Sta 15+79.4 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 0 4 8 12 13 14 18.2 19.8 21.7 24 24.6 24.9 25.1 25.8 26.1 26.9 28.8 31 33 35 37 37.2 38.7 39 39.4 41 43.7 48 48.7 50 53 56.2 63.6

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. 5.29 212.56 217.85 5.34 212.51 5.42 212.43 5.53 212.32 5.47 212.38 5.64 212.21 5.94 211.91 6.35 211.50 6.60 211.25 7.10 210.75 7.39 210.46 7.61 210.24 7.84 210.01 8.57 209.28 8.95 208.90 9.66 208.19 10.43 207.42 11.22 206.63 11.25 206.60 11.36 206.49 11.26 206.59 11.29 206.56 10.38 207.47 9.99 207.86 9.68 208.17 7.50 210.35 7.31 210.54 6.97 210.88 5.26 212.59 4.93 212.92 4.72 213.13 4.88 212.97 4.8 213.05 4.74 213.11

Desc. IR Lt

ToB BKF

LEW TOE

TOE REW

BKF ToB

IR Rt

Desc. IR Lt GRND GRND GRND BKF BNK BNK BNK BNK BNK BNK BNK BNK BR TOE BR TOE EOW BED BED BED BED BED BED BLDR BLDR EOW BLDR BNK BNK BKF GRND GRND GRND GRND GRND

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 0 3.7 7.7 12.7 15.7 18.7 21.7 23.7 25 27.7 29.1 29.7 31.7 33.7 35.5 36.7 37.7 39.4 40.2 42.7 45.7 47.7 49.7 51.7 56.7 61.7 64.5

Year 5 FS/BS Elev. 5.44 212.54 217.98 5.49 212.49 5.42 212.56 5.62 212.36 5.56 212.42 6.28 211.70 6.44 211.54 6.75 211.23 7.19 210.79 7.42 210.56 10.00 207.98 11.01 206.97 11.94 206.04 12.23 205.75 12.04 205.94 11.63 206.35 10.95 207.03 10.58 207.40 10.02 207.96 7.55 210.43 7.03 210.95 6.55 211.43 5.80 212.18 4.99 212.99 4.86 213.12 4.85 213.13 5.14 212.84 4.86 213.12

Desc. IR Lt

EOW

EOW

GROUND

Desc. IR Lt GRND

TOB BNK

BED

BLDR

TERR

GRND

Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 5 - Riffle Reach 3 - Lick Creek - Sta 14+24.6

Year 4

Year 5

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

70

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 10/27/09 Area 146.8 Bkf W 44.3 Dmean 3.3 Dmax 8.0 W/d 13.4

Year 5 Date 9/14/10 Area 170.7 Bkf W 47.4 Dmean 3.6 Dmax 8.2 W/d 13.2

Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 5 - Riffle Reach 3 - Lick Creek - Sta 14+24.6 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 0 2.7 7.2 11.7 14.3 15.7 18.1 19.6 20.4 21.3 23.3 24.6 25.4 27 27.9 28.6 29.3 30.6 30.7 30.8 32 32.7 33.6 34.7 35.7 36.7 37.7 38.7 39.7 40.7 41.7 42.7 43.7 44.7 44.8 45.1 45.8 47.5 49.1 50.8 52.5 53.4 54.8 55.7 58.6 60.7 61.4 64 65.7 68.9

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. 5.17 209.56 214.73 5.27 209.46 5.20 209.53 5.22 209.51 5.21 209.52 5.37 209.36 5.81 208.92 6.55 208.18 6.66 208.07 6.95 207.78 7.00 207.73 7.91 206.82 8.34 206.39 8.54 206.19 9.39 205.34 9.58 205.15 9.91 204.82 10.08 204.65 10.68 204.05 11.01 203.72 13.05 201.68 13.30 201.43 13.18 201.55 13.12 201.61 13.22 201.51 13.33 201.40 13.41 201.32 13.40 201.33 13.24 201.49 13.02 201.71 12.79 201.94 12.66 202.07 12.47 202.26 12.29 202.44 11.73 203.00 11.05 203.68 9.55 205.18 9.07 205.66 8.13 206.60 7.97 206.76 7.95 206.78 7.61 207.12 7.31 207.42 6.84 207.89 6.44 208.29 5.62 209.11 5.42 209.31 5.21 209.52 5.2 209.53 4.8 209.93 4.53 210.20

Desc. IR Lt

ToB BKF

LEW TOE

REW BOULDER

BKF ToB

IR Rt

Desc. IR Lt GRND GRND GRND GRND BKF BNK BNK BNK BNK BNK BNK BNK BNK BNK BNK BNK BNK BNK EOW BED BED BED BED BED BED BED BED BED BED BED BED BED BED BED EOW BLDR BLDR BNK BNK BNK BNK BNK BNK BNK BKF GRND GRND GRND GRND GRND

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 0 3 7 12 14.6 18 18.5 20.4 22.6 24 25.2 27.2 29.2 30.3 30.8 34 37 39.2 43 44.5 45 46.4 52 57 62 67 68.9

Year 5 FS/BS Elev. 11.30 204.05 215.35 5.84 209.51 5.84 209.51 5.77 209.58 5.79 209.56 6.08 209.27 6.95 208.40 7.14 208.21 7.30 208.05 7.59 207.76 8.25 207.10 8.86 206.49 10.20 205.15 11.00 204.35 11.78 203.57 13.17 202.18 13.31 202.04 13.50 201.85 13.74 201.61 14.28 201.07 14.00 201.35 10.08 205.27 9.21 206.14 8.13 207.22 6.58 208.77 5.78 209.57 5.25 210.10 5.16 210.19

Desc. IR Lt

EOW

EOW ROCK

IR Rt

Desc. IR Lt GRND GRND GRND GRND TOB BNK BNK BNK BNK BNK BNK BNK BNK BED BED BED BED BED BED TOE BLDER BNK BNK BNK BNK BNK GRND

Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 6 - Pool Reach 3 - Lick Creek - Sta 15+53.8

Year 4

Year 5

Facing Downstream

Cross Section

Elevation (ft)

210 As-built Year 1 Year 2 Year 3 Year 4 Year 5

206

202

198

194 0

10

20

30

40

50

60

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 10/27/09 Area 186.1 Bkf W 43 Dmean 4.3 Dmax 9.6 W/d 9.9

Year 5 Date 9/14/10 Area 176.0 Bkf W 42.7 Dmean 4.1 Dmax 8.3 W/d 10.4

Lick Creek Stream Restoration Site Lee County, NC Cross Section No. 6 - Pool Reach 3 - Lick Creek - Sta 15+53.8 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 0 4 7 10 12 13 14 18 19 23 26.1 27.9 29.1 30.4 31.4 32.8 33 34 35 36 37 38 39 40 43 45 45.8 46 46.7 48.9 50 51.5 52.9 54.1 56 57.3 58 60 61 62.5 65.3 66.7 69 70.9

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. 4.78 209.31 214.09 4.84 209.25 4.90 209.19 5.09 209.00 5.20 208.89 5.11 208.98 5.27 208.82 5.51 208.58 6.31 207.78 7.02 207.07 7.79 206.30 8.34 205.75 8.71 205.38 9.28 204.81 9.59 204.50 9.89 204.20 10.47 203.62 12.22 201.87 12.76 201.33 13.20 200.89 13.79 200.30 14.14 199.95 14.61 199.48 14.85 199.24 15.00 199.09 14.88 199.21 14.04 200.05 10.49 203.60 9.56 204.53 9.39 204.70 9.26 204.83 8.57 205.52 8.19 205.90 7.71 206.38 6.72 207.37 5.4 208.69 4.99 209.10 4.76 209.33 4.52 209.57 4.44 209.65 5.09 209.00 4.8 209.29 4.41 209.68 4.33 209.76 4.19 209.90

Desc. IR Lt

ToB

BKF

LEW TOE

REW

BKF ToB

IR Rt

Desc. IR Lt GRND GRND GRND GRND GRND BKF BNK BNK BNK BNK BNK BNK BNK BNK BNK EOW BED BED BED BED BED BED BED BED BED BED EOW LOG LOG BNK BNK BNK BNK BNK BKF GRND GRND GRND GRND GRND GRND GRND GRND GRND

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 0 8 13.3 14.7 17.7 20.1 22.3 25.7 29.6 31 31.2 34 36 37.7 40.5 42 43.5 45 46.3 47.1 49.5 51.2 52.9 56 58 60 67 70.9

Year 5 FS/BS Elev. 11.30 204.05 215.35 6.15 209.20 6.31 209.04 6.53 208.82 6.97 208.38 7.42 207.93 8.48 206.87 8.89 206.46 9.47 205.88 10.23 205.12 10.58 204.77 13.12 202.23 13.33 202.02 14.28 201.07 14.74 200.61 14.87 200.48 14.63 200.72 14.15 201.20 13.34 202.01 10.69 204.66 10.63 204.72 9.90 205.45 9.66 205.69 9.08 206.27 6.60 208.75 5.96 209.39 5.74 209.61 5.62 209.73 5.44 209.91

Desc. IR Lt

EOW

EOW LOG

GROUND

Desc. IR Lt GRND GRND TOB BNK BNK BNK BNK BNK BNK BNK TOE EOW BED BED BED BED BED EOW LOG BNK BNK BNK BNK TOB GRND GRND GRND GRND

Elevation (ft)

200 1000.0

202

204

206

208

210

212

214

216

218

220

1100.0

1200.0

1300.0

1400.0

Station (ft)

1500.0

Profile

1600.0

Lee County, NC Profile Reach 1 - Wallace Branch

Lick Creek Stream Restoration Site

Year 1 Water Year 4 Bed Year 4 HW

Year 3 Bed Year 4 BKF

1800.0

Year 1 Bed

1700.0

2000.0

Year 5 Bed

Year 4 Water

Year 2 Bed

1900.0

Lick Creek Stream Restoration Site Lee County, NC Profile Reach 1 - Wallace Branch

HI 218.80 218.80 218.80 218.80 218.80 218.80 218.80 218.80 218.80 218.80 218.80 218.80 218.80 218.80 218.68 218.68 218.68 218.68 218.68 218.68 218.68 218.68 218.68 218.68 218.68 218.68 218.68 218.68 218.68 218.68 218.68 218.68 218.68 218.68 218.68 218.68 218.68 218.68 218.68 218.68 218.68 218.68 218.68 212.17 212.17 212.17 212.17 212.17 212.17 212.17 212.17 212.17 212.17 212.17 212.17 212.17 212.17 214.81 214.81 214.81 214.81 214.81 217.56 217.56 217.56 217.56 217.56

Station 1000 1010 1020 1030 1040 1050 1060 1066 1080 1090 1100 1110 1120 1130 1134 1150 1160 1170 1180 1187 1194 1205 1211 1220 1239 1250 1260 1270 1277 1280.7 1291.3 1300 1310 1320 1330 1335 1342 1350 1360 1370 1374.5 1380 1392 1404 1414 1427 1438 1448 1452 1467 1474 1483 1495 1505 1516 1530 1535 1543 1555 1567 1584 1604 1620 1635 1645 1655 1667

Bed FS 10.86 10.77 10.58 10.29 10.68 10.88 11.12 11.45 11.10 10.88 10.61 10.79 10.78 11.05 10.49 10.78 10.90 11.22 10.43 9.63 9.32 12.39 13.70 12.23 11.85 10.98 10.77 10.14 10.30 10.32 10.74 11.14 11.05 11.18 11.01 10.96 9.95 12.81 14.75 13.70 13.04 12.24 11.62 6.04 4.61 3.45 3.99 4.64 6.07 6.34 5.77 3.78 7.67 8.15 7.28 4.08 4.07 10.07 9.75 9.48 7.59 7.20 10.59 10.78 13.41 11.95 10.82

Bed Elev. 207.94 208.03 208.22 208.51 208.12 207.92 207.68 207.35 207.70 207.92 208.19 208.01 208.02 207.75 208.19 207.90 207.78 207.46 208.25 209.05 209.36 206.29 204.98 206.45 206.83 207.70 207.91 208.54 208.38 208.36 207.94 207.54 207.63 207.50 207.67 207.72 208.73 205.87 203.93 204.98 205.64 206.44 207.06 206.13 207.56 208.72 208.18 207.53 206.10 205.83 206.40 208.39 204.50 204.03 204.89 208.09 208.10 204.74 205.06 205.33 207.22 207.61 206.97 206.78 204.15 205.61 206.74

Water Depth

Year 5 Water Elev.

Bankfull FS

Bankfull Elev.

Description

Lick Creek Stream Restoration Site Lee County, NC Profile Reach 1 - Wallace Branch

HI 217.56 217.56 217.56 217.56 217.56 217.56 217.56 215.94 215.94 215.94 215.94 215.94 215.94 215.94 215.94 216.91 216.91 216.91 216.91 216.91 216.91 216.91 216.91 216.91

Station 1692 1710 1730 1745 1759 1772 1786 1797 1812 1825 1839 1849 1875 1882 1893 1910 1915 1923 1935 1950 1965 1980 1995 2005.3

Bed FS 9.47 9.21 9.38 9.90 11.34 11.06 11.90 9.65 11.01 10.47 9.57 7.94 8.42 8.61 10.67 10.34 9.20 9.51 12.41 12.33 11.09 11.31 11.47 9.48

Bed Elev. 208.09 208.35 208.18 207.66 206.22 206.50 205.66 206.29 204.93 205.47 206.37 208.00 207.52 207.33 205.27 206.57 207.71 207.40 204.50 204.58 205.82 205.60 205.44 207.43

Water Depth

Year 5 Water Elev.

Bankfull FS

Bankfull Elev.

Description

Elevation (ft)

200 1000

202

204

206

208

210

212

214

216

218

220

1100

1200

1300

1400

Station (ft)

1500

Profile

1600

Lee County, NC Profile Reach 2 - Lick Creek

Lick Creek Stream Restoration Site

Year 1 Water Year 3 Bed Year 4 BKF

Year 2 Water Year 4 Water

1800

Year 1 Bed

1700

1900

Year 5 Bed

Year 4 Bed

Year 2 Bed

2000

Lick Creek Stream Restoration Site Lee County, NC Profile Reach 2 - Lick Creek

HI 219.98 219.98 219.98 219.98 219.98 219.98 219.98 219.98 219.98 219.98 219.98 219.98 219.98 219.98 219.98 219.98 219.98 219.98 219.98 219.98 219.98 219.98 219.98 219.98 219.98 219.98 219.98 219.98 219.98 219.98 219.98 218.83 218.83 218.83 218.83 218.83 218.83 218.83 218.83 218.83 218.83 218.83 218.83 218.83 218.83 218.83 218.83 218.83 218.83 218.83 218.83 218.83 218.83 218.83 218.83 218.83 218.83 218.83 218.83 218.83 216.91 216.91 216.91 216.91 211.56 211.56 211.56

Station 1000 1010 1020 1029 1037 1044 1053 1058 1072 1081 1090 1100 1114 1121 1132 1136 1150 1158 1168 1176 1190 1200 1204 1214 1223 1230 1240.5 1251 1259 1270 1285 1296 1307 1315 1322 1325.7 1337 1348 1356 1369 1381 1397 1400 1411 1421 1436 1449 1470 1485 1489 1498 1510 1523 1534 1548 1554 1567 1573 1579.4 1586 1600 1609 1621 1635 1649.5 1658 1668

Bed FS 10.85 10.6 10.95 11.08 10.2 11.67 10.27 10.07 14.24 14.45 12.45 12.29 10.98 11.35 11.37 11.74 11.9 12.28 10.99 11.05 11.14 11.92 13.52 13.6 13.44 12.9 11.55 14.13 13.48 12 11.73 10.65 10.85 12.83 12.18 11.9 10.92 11.52 11.08 11.37 11.08 10.47 10.75 11.2 10.58 11.24 10.9 11.65 11.57 12.13 13.03 11.78 12.37 12.54 11.62 10.47 14.44 14.26 12.94 11.25 8.96 9.18 9.41 9.59 4.74 5.63 4.7

Bed Elev. 209.13 209.38 209.03 208.90 209.78 208.31 209.71 209.91 205.74 205.53 207.53 207.69 209.00 208.63 208.61 208.24 208.08 207.70 208.99 208.93 208.84 208.06 206.46 206.38 206.54 207.08 208.43 205.85 206.50 207.98 208.25 208.18 207.98 206.00 206.65 206.93 207.91 207.31 207.75 207.46 207.75 208.36 208.08 207.63 208.25 207.59 207.93 207.18 207.26 206.70 205.80 207.05 206.46 206.29 207.21 208.36 204.39 204.57 205.89 207.58 207.95 207.73 207.50 207.32 206.82 205.93 206.86

Water Depth

Year 5 Water Elev.

Bankfull FS

Bankfull Elev.

Description

Lick Creek Stream Restoration Site Lee County, NC Profile Reach 2 - Lick Creek

HI 211.56 211.56 211.56 211.56 217.84 217.84 217.84 217.84 217.84 217.84 217.84 217.84 217.84 217.84 217.84 217.84 217.84 217.84 216.15 216.15 216.15 216.15 216.15 216.15 217.41

Station 1688 1696 1708 1720 1743 1752 1761 1775 1790 1797 1805 1820 1837 1853 1873 1885 1897 1912 1930 1941 1954 1972 1988 2003 2013.5

Bed FS 4.38 3.63 7.51 6.6 10.59 11.02 10.47 10.68 10.54 10.75 11.89 11.93 11.78 11.24 10.85 11.27 11.2 11.55 10.36 10.75 9.81 9.45 9.53 9.9 11.03

Bed Elev. 207.18 207.93 204.05 204.96 207.25 206.82 207.37 207.16 207.30 207.09 205.95 205.91 206.06 206.60 206.99 206.57 206.64 206.29 205.79 205.40 206.34 206.70 206.62 206.25 206.38

Water Depth

Year 5 Water Elev.

Bankfull FS

Bankfull Elev.

Description

Elevation (ft)

195 1000

197

199

201

203

205

207

209

211

213

215

1100

1200

1300

1400

1500

Station (ft)

1600

Profile

Lee County, NC Profile Reach 3 - Lick Creek

1700

Lick Creek Stream Restoration Site

Year 1 Water Year 3 Bed Year 4 BKF

Year 2 Water Year 4 Water

1900 Year 1 Bed

1800

2000

Year 5 Bed

Year 4 Bed

Year 2 Bed

2100

2200

Lick Creek Stream Restoration Site Lee County, NC Profile Reach 3 - Lick Creek

HI 215.00 215.00 215.00 215.00 215.00 215.00 215.00 215.00 215.00 215.00 215.00 215.00 215.00 215.00 215.00 215.00 215.00 215.00 215.00 215.00 215.35 215.35 215.35 215.35 215.35 215.35 215.35 215.35 215.35 215.35 215.35 215.35 215.35 215.35 215.35 215.35 215.35 215.35 215.35 215.35 215.35 215.35 215.35 215.35 215.35 215.35 215.35 213.72 213.72 213.72 213.72 213.72 213.72 213.72 213.72 213.72 213.72 213.72 213.72 213.72 213.72 213.72 213.72 213.72 213.72 213.72 213.72

Station 1000 1020 1036 1058 1079 1095 1108 1121 1133 1149 1163 1186 1209 1237 1260 1283 1303 1313 1324 1335 1357 1367 1378 1392 1403 1412 1424.6 1450 1465 1485 1505 1532 1540 1553.8 1568.2 1584 1594 1617 1635 1660 1690 1717 1730 1740 1769 1792 1805 1816 1829 1838 1846 1860 1875 1892 1899 1922 1939 1958 1977 1986 1996 2012 2026 2044 2050 2060 2075

Bed FS 11.15 11.42 11.33 13.74 13.31 12.92 11.39 14.68 15.53 14.95 13.03 12.19 11.79 11.73 11.61 11.85 12.26 11.67 16.02 15.86 12.23 14.20 13.90 11.63 15.93 14.04 13.75 12.91 12.76 12.67 12.93 12.43 15.91 14.88 12.16 15.16 14.84 13.27 12.93 12.70 12.67 12.65 16.79 15.90 15.44 12.80 15.60 13.70 12.58 11.23 11.72 10.90 11.05 10.84 11.53 11.77 11.35 11.60 11.65 13.82 13.97 13.34 12.41 11.56 13.35 12.71 12.90

Bed Elev. 203.85 203.58 203.67 201.26 201.69 202.08 203.61 200.32 199.47 200.05 201.97 202.81 203.21 203.27 203.39 203.15 202.74 203.33 198.98 199.14 203.12 201.15 201.45 203.72 199.42 201.31 201.60 202.44 202.59 202.68 202.42 202.92 199.44 200.47 203.19 200.19 200.51 202.08 202.42 202.65 202.68 202.70 198.56 199.45 199.91 202.55 199.75 200.02 201.14 202.49 202.00 202.82 202.67 202.88 202.19 201.95 202.37 202.12 202.07 199.90 199.75 200.38 201.31 202.16 200.37 201.01 200.82

Water Depth

Year 5 Water Elev.

Bankfull FS

Bankfull Elev.

Description

Lick Creek Stream Restoration Site Lee County, NC Profile Reach 3 - Lick Creek

HI 213.72 213.72 213.72 213.72

Station 2090 2100 2115 2134.1

Bed FS 12.70 11.63 11.45 11.75

Bed Elev. 201.02 202.09 202.27 201.97

Water Depth

Year 5 Water Elev.

Bankfull FS

Bankfull Elev.

Description

0.0 0.0

artificial 100

0.0

clay hardpan

detritus/wood

weighted total count:

0.0

100.0

bedrock

weighted particle count:

Pebble Count Weighted by Channel Feature Percent Riffle: 27.3 Percent Run: Percent Pool: 25.5 Percent Glide: Material Size Range (mm) weighted silt/clay 0 0.062 63.2 # very fine sand 0.062 0.13 1.9 # 0.13 0.25 0.0 # fine sand medium sand 0.25 0.5 0.9 # 0.5 1 0.9 # coarse sand 1 2 0.0 # very coarse sand 2 4 3.8 # very fine gravel 4 6 6.6 # fine gravel 6 8 5.7 # fine gravel 8 11 5.7 # medium gravel 11 16 7.5 # medium gravel 16 22 2.8 # coarse gravel 22 32 0.9 # coarse gravel very coarse gravel 32 45 0.0 # very coarse gravel 45 64 0.0 # small cobble 64 90 0.0 # medium cobble 90 128 0.0 # large cobble 128 180 0.0 # very large cobble 180 256 0.0 # small boulder 256 362 0.0 # 362 512 0.0 # small boulder medium boulder 512 1024 0.0 # large boulder 1024 2048 0.0 # 2048 4096 0.0 # very large boulder 0.1

silt/clay 63%

0.062

D16

10

0.1

D50

0

D65

sand 4%

gravel 33%

cobble 0%

percent by substrate type

0.06

D35

size percent less than (mm)

weighted percent

1

8

D84

15

D95

run

bedrock 0%

pool

100

boulder 0%

riffle

Pebble Count, Lick Creek Stream Restoration Site

Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 5 Note: Reach 1

particle size (mm)

0.01

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

based on sediment particles only based on total count

percent finer than

18.9 28.3

glide

0%

hardpan 0%

68.7

wood/det 0%

0.7

gradation geo mean

artificial 0%

11.7

std dev

particle size distribution

1000

63% 2% 70% 0% 1% 1% 60% 0% 4% 7% 50% 6% 6% 40% 8% 3% 1% 30% 0% 0% 20% 0% 0% 0% 10% 0% 0% 0% 0% 10000 0% % of particles 0% weighted percent of particles in range

artificial

bedrock clay hardpan detritus/wood

total count:

Pebble Count of Channel Reach Material Size Range (mm) silt/clay 0 0.062 very fine sand 0.062 0.13 0.13 0.25 fine sand medium sand 0.25 0.5 0.5 1 coarse sand very coarse sand 1 2 2 4 very fine gravel 4 6 fine gravel 6 8 fine gravel 8 11 medium gravel 11 16 medium gravel 16 22 coarse gravel 22 32 coarse gravel very coarse gravel 32 45 very coarse gravel 45 64 small cobble 64 90 medium cobble 90 128 large cobble 128 180 very large cobble 180 256 small boulder 256 362 small boulder 362 512 medium boulder 512 1024 large boulder 1024 2048 very large boulder 2048 4096 total particle count:

104

104

1 3 2 6 3 3 7 10 9

Count 59 1 ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## percent finer than

based on sediment particles only based on total count

0% 0.01

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

1

0.06

0.062

0.1

D50

2

D65

sand 7%

silt/clay 57%

37%

gravel

0%

cobble

percent by substrate type

D35

0%

boulder

12

D84

particle size (mm)

10

size percent less than (mm) D16

0.1

1000

18

D95

0%

# of particles

0 10000

10

20

30

40

50

60

70

0%

hardpan

97.4

0%

wood/det

0.9

gradation geo mean

0%

artificial

13.9

std dev

particle size distribution

cumulative %

bedrock

100

Pebble Count, Lick Creek Stream Restoration Site

Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 5 Note: Reach 1 - Wallace Branch

number of particles

0.0 0.0

artificial 100

0.0

clay hardpan

detritus/wood

weighted total count:

0.0

100.0

bedrock

weighted particle count:

Pebble Count Weighted by Channel Feature Percent Riffle: 17.9 Percent Run: Percent Pool: 45.3 Percent Glide: Material Size Range (mm) weighted silt/clay 0 0.062 26.4 # very fine sand 0.062 0.13 0.0 # 0.13 0.25 7.6 # fine sand medium sand 0.25 0.5 10.4 # 0.5 1 8.5 # coarse sand 1 2 3.8 # very coarse sand 2 4 5.7 # very fine gravel 4 6 6.6 # fine gravel 6 8 11.3 # fine gravel 8 11 8.5 # medium gravel 11 16 7.6 # medium gravel 16 22 3.8 # coarse gravel 22 32 0.0 # coarse gravel very coarse gravel 32 45 0.0 # very coarse gravel 45 64 0.0 # small cobble 64 90 0.0 # medium cobble 90 128 0.0 # large cobble 128 180 0.0 # very large cobble 180 256 0.0 # small boulder 256 362 0.0 # 362 512 0.0 # small boulder medium boulder 512 1024 0.0 # large boulder 1024 2048 0.0 # 2048 4096 0.0 # very large boulder 0.1

silt/clay 26%

0.062

D16

10

0.8

D50

5

D65

sand 30%

gravel 43%

cobble 0%

percent by substrate type

0.27

D35

size percent less than (mm)

weighted percent

1

9

D84

15

D95

run

bedrock 0%

pool

100

boulder 0%

riffle

Pebble Count, Lick Creek Stream Restoration Site

Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 5 Note: Reach 2

particle size (mm)

0.01

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

based on sediment particles only based on total count

percent finer than

14.2 22.6

glide

0%

hardpan 0%

12.2

wood/det 0%

0.8

gradation geo mean

artificial 0%

12.2

std dev

particle size distribution

1000

26% 0% 30% 8% 10% 8% 25% 4% 6% 7% 20% 11% 8% 8% 15% 4% 0% 0% 10% 0% 0% 0% 0% 5% 0% 0% 0% 0% 10000 0% % of particles 0% weighted percent of particles in range

artificial

bedrock clay hardpan detritus/wood

total count:

Pebble Count of Channel Reach Material Size Range (mm) silt/clay 0 0.062 very fine sand 0.062 0.13 0.13 0.25 fine sand medium sand 0.25 0.5 0.5 1 coarse sand very coarse sand 1 2 2 4 very fine gravel 4 6 fine gravel 6 8 fine gravel 8 11 medium gravel 11 16 medium gravel 16 22 coarse gravel 22 32 coarse gravel very coarse gravel 32 45 very coarse gravel 45 64 small cobble 64 90 medium cobble 90 128 large cobble 128 180 very large cobble 180 256 small boulder 256 362 small boulder 362 512 medium boulder 512 1024 large boulder 1024 2048 very large boulder 2048 4096 total particle count:

102

102

Count 31 7 5 4 4 6 5 7 9 10 8 3 3 ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## percent finer than

based on sediment particles only based on total count

0% 0.01

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

1

0.10

0.062

1.0

D50

5

D65

sand 25%

silt/clay 30%

44%

gravel

0%

cobble

percent by substrate type

D35

0%

boulder

10

D84

particle size (mm)

10

size percent less than (mm) D16

0.1

1000

18

D95

0%

# of particles

0 10000

5

10

15

20

25

30

35

0%

hardpan

13.2

0%

wood/det

0.8

gradation geo mean

0%

artificial

12.8

std dev

particle size distribution

cumulative %

bedrock

100

Pebble Count, Lick Creek Stream Restoration Site

Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 5 Note: Reach 2 - Lick Creek

number of particles

0.0 0.0

artificial 100

0.0

clay hardpan

detritus/wood

weighted total count:

0.0

100.0

bedrock

weighted particle count:

Pebble Count Weighted by Channel Feature Percent Riffle: 31.9 Percent Run: Percent Pool: 31.9 Percent Glide: Material Size Range (mm) weighted silt/clay 0 0.062 15.4 # very fine sand 0.062 0.13 0.0 # 0.13 0.25 2.2 # fine sand medium sand 0.25 0.5 9.9 # 0.5 1 6.6 # coarse sand 1 2 3.3 # very coarse sand 2 4 1.1 # very fine gravel 4 6 3.3 # fine gravel 6 8 8.8 # fine gravel 8 11 8.8 # medium gravel 11 16 16.5 # medium gravel 16 22 16.5 # coarse gravel 22 32 7.7 # coarse gravel very coarse gravel 32 45 0.0 # very coarse gravel 45 64 0.0 # small cobble 64 90 0.0 # medium cobble 90 128 0.0 # large cobble 128 180 0.0 # very large cobble 180 256 0.0 # small boulder 256 362 0.0 # 362 512 0.0 # small boulder medium boulder 512 1024 0.0 # large boulder 1024 2048 0.0 # 2048 4096 0.0 # very large boulder 0.1

silt/clay 15%

0.153

D16

10

7.9

D50

13

D65

sand 22%

gravel 63%

cobble 0%

percent by substrate type

1.22

D35

size percent less than (mm)

weighted percent

1

19

D84

25

D95

run

bedrock 0%

pool

100

boulder 0%

riffle

Pebble Count, Lick Creek Stream Restoration Site

Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 5 Note: Reach 3

particle size (mm)

0.01

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

based on sediment particles only based on total count

percent finer than

21.9 14.3

glide

0%

hardpan 0%

26.9

wood/det 0%

1.7

gradation geo mean

artificial 0%

11.1

std dev

particle size distribution

1000

15% 0% 18% 2% 10% 16% 7% 3% 14% 1% 3% 12% 9% 9% 10% 16% 16% 8% 8% 0% 0% 6% 0% 0% 4% 0% 0% 2% 0% 0% 0% 10000 0% % of particles 0% weighted percent of particles in range

artificial

bedrock clay hardpan detritus/wood

total count:

Pebble Count of Channel Reach Material Size Range (mm) silt/clay 0 0.062 very fine sand 0.062 0.13 0.13 0.25 fine sand medium sand 0.25 0.5 0.5 1 coarse sand very coarse sand 1 2 2 4 very fine gravel 4 6 fine gravel 6 8 fine gravel 8 11 medium gravel 11 16 medium gravel 16 22 coarse gravel 22 32 coarse gravel very coarse gravel 32 45 very coarse gravel 45 64 small cobble 64 90 medium cobble 90 128 large cobble 128 180 very large cobble 180 256 small boulder 256 362 small boulder 362 512 medium boulder 512 1024 large boulder 1024 2048 very large boulder 2048 4096 total particle count:

102

102

3 4 2 12 3 3

Count 30 19 1 8 15 1 1 ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## percent finer than

based on sediment particles only based on total count

0% 0.01

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

1

0.08

0.062

0.3

D50

1

D65

sand 43%

silt/clay 29%

27%

gravel

0%

cobble

percent by substrate type

D35

0%

boulder

17

D84

particle size (mm)

10

size percent less than (mm) D16

0.1

1000

25

D95

0%

# of particles

0 10000

5

10

15

20

25

30

35

0%

hardpan

32.9

0%

wood/det

1.0

gradation geo mean

0%

artificial

16.4

std dev

particle size distribution

cumulative %

bedrock

100

Pebble Count, Lick Creek Stream Restoration Site

Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 5 Note: Reach 3 - Lick Creek

number of particles