Lick Creek Stream Restoration Site

Lick Creek Stream Restoration Site MONITORING REPORT 2009 (Year 4) 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 December 11, 2009

Lick Creek Stream Restoration Site MONITORING REPORT 2009 (Year 4)

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 ....................................................................................................... 15 2.2.2 Geomorphology .............................................................................................. 16 2.2.3 Problem Areas................................................................................................. 16 2.2.4 Photo Reference Stations ................................................................................ 18 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. Vegetative Problem Areas .................................................................................. 13 Table 6. Stem Counts........................................................................................................ 14 Table 7. Verification of Bankfull Events.......................................................................... 15 Table 8. BEHI and Sediment Export Estimates (Not Required in Year 4)....................... 16 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 4

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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. 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. During the summer of 2009, heavy rainfall resulted in an event that overtopped the crest gage located within the Wallace Branch monitoring reach. It is estimated from debris lines that this was approximately 1’ above bankfull. 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 four years. Areas of persistent bank scour and in-stream structure issues that were identified in the 2008 Monitoring Report were repaired in January of 2009. As part of the repairs, brush toes were installed in several meander bends where bank erosion had been observed. The repaired areas were inspected in October of 2009 as a part of this monitoring period and appeared to be stable and in sound condition. Cross section and profile surveys indicate that the channel form is consistent with the Year 3 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.

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In portions of the project upstream of Lower Moncure Road, cattle accessed the buffer through an opened agricultural gate at the ford crossing on Wallace Branch. Due to heavy and prolonged grazing, the planted buffer suffered severe damage. The riparian buffer planting had an overall survival rate of 67% with additional volunteer species taking root. The average stem density for the Site is 536 trees per acre. A number of Chinese privet (Ligustrum sinense) stems are emerging in areas where invasive species removal previously occurred. Planned Action 1) Continued visual monitoring of areas of concern. 2) Re-seed areas of weak vegetation along banks and terrace.

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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 4

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12/11/09

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

Lick Creek Monitoring Year 4

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12/11/09

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 4

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 100

MY2 27 >100

MY3 27.3 >100

MY4 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

64.2 2.4 4.3 11.6 >3

0.1 2

1.2 10

1.4 12

0.1 10

MY-1 (2006)

Pattern

Cross Section 2 Pool MY5

MY+

MY-2 (2007)

MY1 25.7

MY2 26.2

MY3 26.2

MY4 29.8

72.3 2.8 5.2

83.5 3.2 5.9

88.1 3.4 6.1

91.6 3.1 6.3

MY-3 (2008)

Cross Section MY5

MY+

MY-4 (2009)

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

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

33 0.13 39 153

83 0.55 63 155

63 0.42 50 154

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

20

774 1010 1.3 0.15 0.15

774 1010 1.3 0.17 0.12 E5

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

MY4 29.6 >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

75.4 2.5 5.2 11.6 >3

0.7 6

0.8 7

6.6 16

1.4 11

MY-1 (2006)

Pattern

Cross Section 4 Pool MY5

MY+

MY-2 (2007)

MY1 38.1

MY2 36

MY3 36

MY4 36

109.7 2.9 5.7

102.9 2.9 5.4

96.2 2.7 4.9

100 2.8 5.9

MY-3 (2008)

Cross Section

MY5

MY+

MY-4 (2009)

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

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

46 0.11 13 138

73 0.4 60 284

67 0.16 28 202

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

21

810 1041 1.3 0.24 0.25 E5

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

MY4 44.3 >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

146.8 3.3 8 13.4 >3

0.4 8

1.8 15

4.2 12

Bkf Width (ft) Floodprone Width (ft)

Parameter

MY-1 (2006)

Pattern

Cross Section 6 Pool MY5

MY+

MY-2 (2007)

MY1 45

MY2 43

MY3 42.7

MY4 43

164.1 3.6 7.8

170.9 4 8.3

172.4 4 7.7

186.1 4.3 9.6

MY-3 (2008)

Cross Section

MY5

MY+

MY-4 (2009)

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

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

75 0.11 16 187

130 0.31 43 278

78 0.21 23 214

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

22

794 1167 1.5 0.13 0.45 E5

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 3

Photo No. 1

Year 4

Photo No. 2

Lick Creek Monitoring Survey Year 4

12/11/09

Vegetation Plot No. 2

Year 3

Photo No. 3

Year 4

Photo No. 4

Lick Creek Monitoring Survey Year 4

12/11/09

Vegetation Plot No. 3

Year 3

Photo No. 5

Year 4

Photo No. 6

Lick Creek Monitoring Survey Year 4

12/11/09

Vegetation Plot No. 4

Year 2

Photo No. 7

Year 4

Photo No. 8

Lick Creek Monitoring Survey Year 4

12/11/09

Vegetation Plot No. 5

Year 3

Photo No. 9

Year 4

Photo No. 10

Lick Creek Monitoring Survey Year 4

12/11/09

Vegetation Plot No. 6

Year 3

Photo No. 11

Year 4

Photo No. 12

Lick Creek Monitoring Survey Year 4

12/11/09

Vegetation Plot No. 7

Year 3

Photo No. 13

Year 4

Photo No. 14

Lick Creek Monitoring Survey Year 4

12/11/09

Vegetation Plot No. 8

Year 3

Photo No. 15

Year 4

Photo No. 16

Lick Creek Monitoring Survey Year 4

12/11/09

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

Bank Erosion at Wallace Branch, Sta 13+90

10/26/09

Photo No. 17

Toe Scour at Lick Creek, Sta 40+25

10/26/09 Photo No. 18

Lick Creek Monitoring Year 4

12/11/09

Formation of Mid-Channel Bar on Lick Creek, Sta 44+90

10/26/09

Photo No. 19

Weak Bank Vegetation on Wallace Branch, Sta 42+40

10/26/09

Photo No. 20

Lick Creek Monitoring Year 4

12/11/09

Cattle Access on Wallace Branch, Sta 15+50

10/26/09

Photo No. 21

Banks Impacted by Cattle on Wallace Branch, Sta 14+30

10/26/09

Photo No. 22

Lick Creek Monitoring Year 4

12/11/09

Banks Impacted by Cattle on Wallace Branch, Sta 12+30

10/26/09

Photo No. 23

Beaver Dam on Lick Creek, Sta 61+00

10/26/09 Photo No. 24

Lick Creek Monitoring Year 4

12/11/09

Photo Station 1

Year 2 - 10’ offset from PP1

Photo No. 25

3 - 25’ offset from PP1

Photo No. 26

Year 4 - 25’ offset from PP1

Lick Creek Monitoring Year 4

Photo No. 27

12/11/09

Photo Station 2

Year 2 - 10’ offset from PP2

Photo No. 28

Year 3 - 10’ offset from PP2

Photo No. 29

Year 4 - 10’ offset from PP2

Lick Creek Monitoring Year 4

Photo No. 30

12/11/09

Photo Station 3

Year 3 - 10’ offset from PP3

Photo No. 31

Year 3 - 10’ offset from PP3

Photo No. 32

Year 4 - 10’ offset from PP3

Lick Creek Monitoring Year 4

Photo No. 33

12/11/09

Photo Station 4

Year 2 - 10’ offset from PP4

Photo No. 34

Year 3 - 10’ offset from PP4

Photo No. 35

Year 4 - 10’ offset from PP4

Lick Creek Monitoring Year 4

Photo No. 36

12/11/09

Photo Station 5

Year 2 - 10’ offset from PP5

Photo No. 37

Year 3 - 10’ offset from PP5

Photo No. 38

Year 4 - 10’ offset from PP5

Lick Creek Monitoring Year 4

Photo No. 39

12/11/09

Photo Station 6

Year 2 - 10’ offset from PP6

Photo No. 40

Year 3 - 10’ offset from PP6

Photo No. 41

Year 4 - 10’ offset from PP6

Lick Creek Monitoring Year 4

Photo No. 42

12/11/09

Photo Station 7

Year 2

Photo No. 43

Year 3

Photo No. 44

Year 4 – 10’ offset from PP7

Lick Creek Monitoring Year 4

Photo No. 45

12/11/09

Photo Station 8

Year 2

Photo No. 46

Year 3 - 10’ offset from PP8

Photo No. 47

Year 4 - 10’ offset from PP8

Lick Creek Monitoring Year 4

Photo No. 48

12/11/09

Photo Station 9

Year 2 - 10’ offset from PP9

Photo No. 49

Year 3 - 10’ offset from PP9

Photo No. 50

Year 4 - 10’ offset from PP9

Lick Creek Monitoring Year 4

Photo No. 51

12/11/09

Photo Station 10

Year 2

Photo No. 52

Year 3

Photo No. 53

Year 4

Lick Creek Monitoring Year 4

Photo No. 54

12/11/09

Photo Station 11

Year 2 - 10’ offset from PP11

Photo No. 55

Year 3 - 10’ offset from PP11

Photo No. 56

Year 4 - 10’ offset from PP11

Lick Creek Monitoring Year 4

Photo No. 57

12/11/09

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% 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

0/50

100%

N/A

N/A

0/100

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

82% 100% 82% 100% 82%

89%

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 9 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

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

13 13 13 12

13 13 13 13

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

100% 100% 100% 92%

98%

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 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

94% 100% 100% 100% 100%

99%

B. Pools

1. Present 2. Sufficently deep 3. Length appropriate

18 18 18

18 18 18

N/A N/A N/A

100% 100% 100%

100%

C. Thalweg

1. Upstream of meander bend centered 2. Downstream of meander bend centered

9 9

9 9

N/A N/A

100% 100%

100%

D. Meanders

1. Outer bend in state of limited erosion 2. Of those eroding, # w/ concomitant point bar formation 3. Apparent Rc within specification 4. Sufficient floodplain access and relief

18 0 18 18

18 N/A 18 18

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

100% 100% 100% 100%

100%

E. Bed General

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

N/A

N/A

0/50

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+85

Year 3

Year 4

Facing Downstream

Cross Section

220 218 216 Elevation (ft)

214 As-built Year 1 Year 2 Year 3 Year 4

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 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+85 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

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 3

Year 4

Facing Downstream

Cross Section

220 218 216 Elevation (ft)

214 As-built Year 1 Year 2 Year 3 Year 4

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 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 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

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 3

Year 4

Facing Downstream

Cross Section

220 218 216 Elevation (ft)

214 As-built Year 1 Year 2 Year 3 Year 4

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 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 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

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 3

Year 4

Facing Downstream

Cross Section

220 218 216 Elevation (ft)

214 As-built Year 1 Year 2 Year 3 Year 4

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 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 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

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

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 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 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

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

Elevation (ft)

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

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 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 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

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 1000.0

1100.0

1200.0

1300.0

1400.0

1500.0 Station (ft)

1600.0

1700.0

1800.0

1900.0

2000.0

Year 1 Bed

Year 1 Water

Year 2 Bed

Year 3 Bed

Year 4 Bed

Year 4 Water

Year 4 BKF

Year 4 HW

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

HI 218.21 218.21 218.21 218.21 218.21 218.21 218.21 218.21 218.21 218.21 218.21 218.40 218.40 218.40 218.40 218.40 218.40 218.40 218.40 218.40 218.40 218.40 218.40 218.40 218.40 218.40 217.61 217.61 217.61 217.61 217.61 217.61 217.61 217.61 217.61 217.61 217.61 217.61 217.00 217.00 217.00 217.00 217.00 217.00 217.00 217.00

Station 1000 1020 1040 1060 1062 1080 1114 1165 1197 1205 1250 1275 1285 1340 1350 1360 1379 1410 1431 1445 1462 1475 1491 1503 1522 1543 1551 1578 1595 1620 1641 1660 1691 1704 1755 1795 1834 1862 1895 1908 1913 1938 1948 1967 2011 2020

Bed FS 10.20 10.02 10.09 10.54 10.77 10.59 10.10 10.32 9.21 12.01 11.24 9.92 9.82 10.60 9.92 14.37 12.56 11.68 9.79 10.15 12.25 12.27 9.93 13.93 13.72 10.09 12.50 12.61 10.30 10.14 11.55 11.25 11.51 9.28 9.82 11.57 13.15 9.95 9.36 11.61 11.50 9.59 11.97 12.36 11.15 9.44

Bed Elev. 208.01 208.19 208.12 207.67 207.44 207.62 208.11 207.89 209.00 206.20 206.97 208.48 208.58 207.80 208.48 204.03 205.84 206.72 208.61 208.25 206.15 206.13 208.47 204.47 204.68 208.31 205.11 205.00 207.31 207.47 206.06 206.36 206.10 208.33 207.79 206.04 204.46 207.66 207.64 205.39 205.50 207.41 205.03 204.64 205.85 207.56

Water Depth 1.57 1.35 1.43 1.89 2.10 1.95 1.46 1.65 0.23 2.92 1.97 0.64 0.51 1.31 0.54 5.00 3.20 2.31 0.40 0.44 2.54 2.54 0.18 4.18 4.00 0.12 3.46 3.65 1.35 1.23 2.61 2.31 2.58 0.39 0.65 2.42 4.00 0.36 0.24 2.42 2.35 0.32 2.71 3.10 1.88 0.18

Year 4 Water Elev. 209.58 209.54 209.55 209.56 209.54 209.57 209.57 209.54 209.23 209.12 208.94 209.12 209.09 209.11 209.02 209.03 209.04 209.03 209.01 208.69 208.69 208.67 208.65 208.65 208.68 208.43 208.57 208.65 208.66 208.70 208.67 208.67 208.68 208.72 208.44 208.46 208.46 208.02 207.88 207.81 207.85 207.73 207.74 207.74 207.73 207.74

Bankfull FS

Bankfull Elev.

5.10

213.11

4.29 5.20

213.92 213.01

4.14 5.56

214.07 212.84

5.87

212.53

4.10

213.51

5.62 4.52

211.99 213.09

5.16

212.45

4.34

212.66

Description HOR HOR TOR BPL EPL HOR RIF LV INV BPL EPL HOR XS-1 TOR LV INV BPL XS-2 EPL HOR TOR BPL EPL LV INV BPL EPL RV INV BPL EPL HOR TOR BPL PL EPL HOR TOR BPL EPL HOR TOR LV? BPL EPL LV INV BPL EPL EPL EP-1

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

Year 1 Bed

Year 1 Water

Year 2 Bed

Year 2 Water

Year 3 Bed

Year 4 Bed

Year 4 Water

Year 4 BKF

2000

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

HI 219.29 219.29 219.29 219.29 219.29 219.29 219.29 219.29 219.29 219.29 219.29 219.29 219.29 219.29 219.29 218.82 218.82 218.82 218.82 218.82 218.82 218.82 218.82 218.82 218.82 218.82 218.82 218.82 218.82 218.82 218.82 218.82 217.07 217.07 217.07 217.07 217.07 217.07 217.07 217.07 217.07 217.07 217.07 217.07 217.07 217.07 217.07 218.87 218.87 218.87 218.87

Station 1000 1038 1048 1057 1075 1088 1114 1128 1172 1195 1213 1230 1242 1260 1270 1288 1330.5 1361 1370 1404 1445 1465 1492 1497 1511 1516 1550 1561 1571 1587 1600 1630 1640 1649 1662 1690 1704 1712 1724 1751 1760 1776 1784 1830 1865 1889 1900 1930 1960 1990 2027

Bed FS 10.05 9.61 10.71 9.52 14.42 12.97 10.15 10.62 10.28 10.33 12.38 12.37 10.86 12.9 11.91 10.3 11.02 10.72 11.07 10.53 11.12 11.31 11.61 12.64 12.55 11.94 12.02 10.28 13.6 12.23 11.2 11.41 10.02 10 11.11 10.59 9.02 12.28 12.18 9.75 9.94 10.32 9.9 10.73 9.89 10.23 11.47 13.5 13.1 11.68 12.29

Bed Elev. 209.24 209.68 208.58 209.77 204.87 206.32 209.14 208.67 209.01 208.96 206.91 206.92 208.43 206.39 207.38 208.52 207.80 208.10 207.75 208.29 207.70 207.51 207.21 206.18 206.27 206.88 206.80 208.54 205.22 206.59 207.62 207.41 207.05 207.07 205.96 206.48 208.05 204.79 204.89 207.32 207.13 206.75 207.17 206.34 207.18 206.84 205.60 205.37 205.77 207.19 206.58

Water Depth 0.96 0.45 1.54 0.16 4.60 3.20 0.40 0.86 0.46 0.30 2.10 2.11 0.58 2.60 1.64 0.46 1.09 0.76 1.17 0.54 1.12 1.30 1.59 2.62 2.52 1.90 1.95 0.15 3.06 1.70 0.67 0.85 1.23 1.23 2.30 1.82 0.17 3.28 3.17 0.56 0.76 1.15 0.64 1.42 0.53 0.81 2.06 2.37 1.90 0.46 0.97

Year 4 Water Elev. 210.20 210.13 210.12 209.93 209.47 209.52 209.54 209.53 209.47 209.26 209.01 209.03 209.01 208.99 209.02 208.98 208.89 208.86 208.92 208.83 208.82 208.81 208.80 208.80 208.79 208.78 208.75 208.69 208.28 208.29 208.29 208.26 208.28 208.30 208.26 208.30 208.22 208.07 208.06 207.88 207.89 207.90 207.81 207.76 207.71 207.65 207.66 207.74 207.67 207.65 207.55

Bankfull FS

Bankfull Elev.

5.40

213.89

5.70

213.12

5.65

213.17

4.36

212.71

5.92

211.15

6.74

212.13

Description BP 2 RIF RIF PL RCV INV BPL EPL GL HOR TLR TLR * BPL EPL LV INV BPL EPL HOR XS-3 TOR BPL THL EPL HOR TOR BPL PL THL EPL RCV INV BPL XS-4 THL THL HOR TOR BPL EPL LV INV BPL EPL LV INV BPL EPL HOR TOR HOR TOR BPL POOL EPL HOR EP2

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

Profile

215 213

Elevation (ft)

211 209 207 205 203 201 199 197 195 1000

1100

1200

1300

1400

1500

1600 Station (ft)

1700

1800

1900

2000

2100

Year 1 Bed

Year 1 Water

Year 2 Bed

Year 2 Water

Year 3 Bed

Year 4 Bed

Year 4 Water

Year 4 BKF

2200

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

HI 214.98 214.98 214.98 214.98 214.98 214.98 214.98 214.98 214.98 214.98 214.98 214.98 214.98 213.73 213.73 213.73 213.73 213.73 213.73 213.73 213.73 213.73 213.73 213.73 213.73 213.73 213.73 213.73 213.73 213.73 213.17 213.17 213.17 213.17 213.17 213.17 213.17 213.17 213.17 213.17 213.17 213.17 213.17 213.17 213.17

Station 1000 1041 1065 1104 1118 1133 1160 1200 1240 1275 1329 1335 1353 1372 1380 1395 1403 1412 1437 1470 1545 1560 1567 1582 1590 1605 1650 1730 1747 1790 1810 1825 1847 1858 1869 1885 1980 2015 2025 2041 2072 2089 2117 2145 2161

Bed FS 11.22 11.48 12.99 13.57 11.18 15.77 15.26 11.99 11.63 11.60 11.63 14.88 16.64 9.92 12.40 11.65 10.06 12.85 12.47 10.57 10.87 14.53 14.63 10.58 12.67 13 10.81 11.12 14.88 13 10.47 14.03 12.69 10.7 11.37 10.55 11.07 10.87 13.63 13.65 11.36 12.79 12.75 11 11.45

Bed Elev. 203.76 203.50 201.99 201.41 203.80 199.21 199.72 202.99 203.35 203.38 203.35 200.10 198.34 203.81 201.33 202.08 203.67 200.88 201.26 203.16 202.86 199.20 199.10 203.15 201.06 200.73 202.92 202.61 198.85 200.73 202.70 199.14 200.48 202.47 201.80 202.62 202.10 202.30 199.54 199.52 201.81 200.38 200.42 202.17 201.72

Water Depth 0.44 0.70 2.21 2.78 0.35 4.72 4.26 1.00 0.63 0.53 0.57 3.79 5.56 0.15 2.42 1.71 0.10 2.79 2.39 0.47 0.66 4.37 4.66 0.38 2.48 2.79 0.60 0.66 4.40 2.54 0.53 4.09 2.73 0.73 1.40 0.54 0.77 0.52 3.30 3.29 1.00 2.42 2.38 0.61 1.00

Year 4 Water Elev. 204.20 204.20 204.20 204.19 204.15 203.93 203.98 203.99 203.98 203.91 203.92 203.89 203.90 203.96 203.75 203.79 203.77 203.67 203.65 203.63 203.52 203.57 203.76 203.53 203.54 203.52 203.52 203.27 203.25 203.27 203.23 203.23 203.21 203.20 203.20 203.16 202.87 202.82 202.84 202.81 202.81 202.80 202.80 202.78 202.72

Bankfull FS

Bankfull Elev.

4.85

210.13

4.48

209.25

5.51

208.22

5.73

207.44

Description RIF TOR/LV BPL EPL LV INV BPL EPL HOR RIF TOR LV INV BPL EPL RCV INV BPL EPL LV INV BPL XS-5 HOR LV INV BPL XS-6 LV INV BPL EPL HOR LV INV BPL EPL LV INV BPL EPL LV INV PL HOR TOR LV INV BPL EPL LV INV BPL EPL HOR EP3

weighted particle count:

100.0

26.72 25

Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 4 Note: Reach 1 Pebble Count, Lick Creek Stream Restoration Site

100% 90% 80% 70% 60%

percent finer than

53% 3% 60% 3% 2% 3% 50% 0% 2% 5% 40% 5% 11% 10% 30% 3% 0% 0% 20% 0% 0% 0% 10% 0% 0% 0% 0% 0% 10000 0% % of particles 0% weighted percent of particles in range

Pebble Count Weighted by Channel Feature Percent Riffle: 18.97 Percent Run: Percent Pool: 29.31 Percent Glide: Material Size Range (mm) weighted silt/clay 0 0.062 52.6 # very fine sand 0.062 0.13 3.4 # 0.13 0.25 3.4 # fine sand medium sand 0.25 0.5 1.7 # 0.5 1 2.6 # coarse sand 1 2 0.0 # very coarse sand 2 4 1.7 # very fine gravel 4 6 5.2 # fine gravel 6 8 5.2 # fine gravel 8 11 11.2 # medium gravel 11 16 10.3 # medium gravel 16 22 2.6 # 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

50% 40% 30% 20% 10% 0% 0.01

0.1

1

10

100

weighted percent

particle size (mm)

riffle

1000

pool

run

glide

0% bedrock

0.0

clay hardpan

0.0

detritus/wood

0.0

artificial

0.0

weighted total count:

100

based on sediment particles only based on total count

size percent less than (mm) D16 0.062

particle size distribution gradation geo mean

std dev

D35

D50

D65

D84

D95

0.06

0.1

3

10

15

81.8

0.8

12.8

boulder 0%

bedrock 0%

hardpan 0%

wood/det 0%

artificial 0%

percent by substrate type silt/clay 53%

sand 11%

gravel 36%

cobble 0%

bedrock clay hardpan detritus/wood artificial total count:

105

Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 4 Note: Reach 1 - Wallace Branch Pebble Count, Lick Creek Stream Restoration Site

100%

60

90% 50

80% percent finer than

Count 57 ## ## ## 1 ## 2 ## 7 ## 4 ## 5 ## 9 ## 12 ## 6 ## 2 ## ## ## ## ## ## ## ## ## ## ## ## ## 105

70%

40

60% 50%

30

40% 20

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:

10

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

0.06

0.1

2

9

13

70.7

0.7

11.9

percent by substrate type silt/clay

sand

gravel

cobble

boulder

bedrock

hardpan

wood/det

artificial

54%

10%

36%

0%

0%

0%

0%

0%

0%

weighted particle count:

100.0

24.65 16.9

Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 4 Note: Reach 2 Pebble Count, Lick Creek Stream Restoration Site

100% 90% 80% 70% 60%

percent finer than

20% 11% 25% 3% 7% 6% 9% 20% 2% 8% 8% 15% 9% 9% 6% 1% 10% 1% 0% 0% 0% 5% 0% 0% 0% 0% 0% 10000 0% % of particles 0% weighted percent of particles in range

Pebble Count Weighted by Channel Feature Percent Riffle: 26.06 Percent Run: Percent Pool: 32.39 Percent Glide: Material Size Range (mm) weighted silt/clay 0 0.062 19.7 # very fine sand 0.062 0.13 10.6 # 0.13 0.25 2.8 # fine sand medium sand 0.25 0.5 7.0 # 0.5 1 5.6 # coarse sand 1 2 9.2 # very coarse sand 2 4 2.1 # very fine gravel 4 6 8.5 # fine gravel 6 8 8.5 # fine gravel 8 11 9.2 # medium gravel 11 16 9.2 # medium gravel 16 22 5.6 # coarse gravel 22 32 1.4 # coarse gravel very coarse gravel 32 45 0.7 # 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

50% 40% 30% 20% 10% 0% 0.01

0.1

1

10

100

weighted percent

particle size (mm)

riffle

1000

pool

run

glide

0% bedrock

0.0

clay hardpan

0.0

detritus/wood

0.0

artificial

0.0

weighted total count:

100

based on sediment particles only based on total count

size percent less than (mm) D16 0.062

particle size distribution gradation geo mean

std dev

D35

D50

D65

D84

D95

0.30

1.4

6

11

19

15.2

0.8

13.6

boulder 0%

bedrock 0%

hardpan 0%

wood/det 0%

artificial 0%

percent by substrate type silt/clay 20%

sand 35%

gravel 45%

cobble 0%

bedrock clay hardpan detritus/wood artificial total count:

107

Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 4 Note: Reach 2 - Lick Creek Pebble Count, Lick Creek Stream Restoration Site

100%

30

90% 25

80% percent finer than

Count 24 ## 7 ## 4 ## 10 ## 4 ## 8 ## 9 ## 5 ## 7 ## 9 ## 13 ## 6 ## 1 ## ## ## ## ## ## ## ## ## ## ## ## 107

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

0.30

1.5

5

12

17

16.0

0.9

13.9

percent by substrate type silt/clay

sand

gravel

cobble

boulder

bedrock

hardpan

wood/det

artificial

22%

31%

47%

0%

0%

0%

0%

0%

0%

weighted particle count:

100.0

24.79 16.24

Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 4 Note: Reach 3 Pebble Count, Lick Creek Stream Restoration Site

100% 90% 80% 70% 60%

percent finer than

7% 2% 25% 4% 9% 8% 16% 20% 3% 9% 5% 20% 15% 7% 9% 2% 10% 0% 0% 0% 0% 5% 0% 0% 0% 0% 0% 10000 0% % of particles 0% weighted percent of particles in range

Pebble Count Weighted by Channel Feature Percent Riffle: 27.35 Percent Run: Percent Pool: 31.62 Percent Glide: Material Size Range (mm) weighted silt/clay 0 0.062 6.8 # very fine sand 0.062 0.13 1.7 # 0.13 0.25 4.3 # fine sand medium sand 0.25 0.5 9.4 # 0.5 1 7.7 # coarse sand 1 2 16.2 # very coarse sand 2 4 2.6 # very fine gravel 4 6 9.4 # fine gravel 6 8 5.1 # fine gravel 8 11 19.7 # medium gravel 11 16 6.8 # medium gravel 16 22 8.5 # coarse gravel 22 32 1.7 # 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

50% 40% 30% 20% 10% 0% 0.01

0.1

1

10

100

weighted percent

particle size (mm)

riffle

1000

pool

run

glide

0% bedrock

0.0

clay hardpan

0.0

detritus/wood

0.0

artificial

0.0

weighted total count:

100

based on sediment particles only based on total count

size percent less than (mm) D16 0.316

particle size distribution gradation geo mean

std dev

D35

D50

D65

D84

D95

1.24

4.2

8

12

19

8.1

1.9

6.1

boulder 0%

bedrock 0%

hardpan 0%

wood/det 0%

artificial 0%

percent by substrate type silt/clay 7%

sand 39%

gravel 54%

cobble 0%

Pebble Count, Lick Creek Stream Restoration Site

100%

artificial 95

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

0 10000

particle size (mm) cumulative %

95

bedrock clay hardpan detritus/wood total count:

## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ## ##

Pebble Count, Lick Creek Stream Restoration Site Lee County, NC Year 4 Note: Reach 3 - Lick Creek

percent finer than

Count 9 1 3 12 17 17 10 8 4 8 3 3

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:

based on sediment particles only based on total count

size percent less than (mm) D16 0.284

# of particles

particle size distribution gradation geo mean

std dev

D35

D50

D65

D84

D95

0.70

1.3

2

7

13

5.1

1.4

5.1

percent by substrate type silt/clay

sand

gravel

cobble

boulder

bedrock

hardpan

wood/det

artificial

9%

53%

38%

0%

0%

0%

0%

0%

0%