20030503 Ver 1_Monitoring Report_20090827

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Little Beaver Creek Stream and Wetland
Restoration Site
2008 Annual Monitoring Report- (Year 2)
Wake County
EEP Project No. 221
Design Firm: Earth Tech
May 2009
Prepared for: Prepared by:
The
Catena
Group
NCDENR/ Ecosystem Enhancement Program The Catena Group
1619 Mail Service Center 410-B Millstone Dr.
Raleigh, NC 27699-1619 Hillsborough, NC 27278
Ph: 919-732-1300
Fax: [phone]
TABLE OF CONTENTS
1. Executive Summary .................................................................................................... 1
II. Project Background ..................................................................................................... 3
A. Project Objectives ................................................................................................... 3
B. Project Structure ...................................................................................................... 3
C. Location and Settings ............................................................................................ .. 4
D. History and Background ....................................................................................... .. 6
E. Monitoring Plan View ........................................................................................... .. 8
III. Project Condition and Monitoring Results ........................................................... .. 8
A. Vegetation Assessment ......................................................................................... .. 8
1. Vegetation Problem Areas ................................................................................ 15
2. Vegetation Current Conditions Plan View ...................................................... 15
B. Stream Assessment ............................................................................................... 15
1. Procedural Items ............................................................................................... 15
2. Stream Current Conditions Plan View .............................................................. 16
3. Problem Areas Table Summary ........................................................................ 16
4. Fixed Station Photos ......................................................................................... 16
5. Stability Assessment ......................................................................................... 17
6. Quantitative Measures Summary Tables Stability Assessment ........................ 18
C. Wetland Assessment ............................................................................................. 27
IV. Methodology ......................................................................................................... 28
A. Vegetation Methodologies .................................................................................... 28
B. Stream Methodologies .......................................................................................... 28
C. Wetland Methodologies ........................................................................................ 28
V. References ................................................................................................................. 28
FIGURES
Figure 1. Site Location Map .............................................................................................. 5
Figure 2. Monitoring Plan View (Figures A-D) .............................................................. 10
TABLES
Table I. Mitigation Structure and Objectives ..................................................................... 4
Table II. Project Activity and Reporting History ...................................................
Table III. Project Contact Table .............................................................................
Table IV. Project Background Table .....................................................................
Table V. Verification of Bankfull Events ..............................................................
Table VI will be completed in Year 5 of the monitoring period ............................
Table VII. Categorical Stream Feature Visual Stability Assessment .....................
Table VIII A-C. Baseline Morphology and Hydraulic Summary ...........................
Table IX A-D. Morphology and Hydraulic Monitoring Summary .........................
Table X. Wetland Criteria Attainment ...................................................................
............ 6
............ 7
............ 8
.......... 16
.......... 16
.......... 17
.......... 20
.......... 23
.......... 27
Little Beaver Creek Stream and Wetland Restoration Year 2 Monitoring Report-FINAL
NCEEP Project number: 221 Year 2 of 5
The Catena Group 1 May 2009
Appendices
Appendix A. Vegetation
1. Vegetation Survey Data Tables
Table 1. Vegetation Metadata
Table 2. Vegetation Vigor by Species
Table 3. Vegetation Damage by Species
Table 4. Vegetation Damage by Plot
Table 5. All Stems by Plot and Species
Table 6. Vegetation Problem Areas
2. Vegetation Problem Areas Photos
3. Vegetation Monitoring Plot Photos
4. Vegetation Current Conditions Plan View (Figure Key, Figures A-D)
Appendix B. Stream
1. Stream Current Conditions Plan View Exhibit (Figure Key, A-G)
2. Stream Problem Area Table
3. Representative Stream Problem Area Photos
4. Stream Photos-Station Photos
5. Table 13.2 Qualitative Visual Stability Assessment
6. Cross Section Plots
7. Longitudinal Profiles
8. Pebble Count Frequency Distribution Plots
Appendix C. Wetland
1. Data Tables for Precipitation and Hydrological Data
Little Beaver Creek Stream and Wetland Restoration
NCEEP Project number: 221
The Catena Group
11
Year 2 Monitoring Report-FINAL
Year 2 of 5
May 2009
I. Executive Summary
The Little Beaver Creek Stream and Wetland Restoration Site consists of 3712 linear feet
of stream restoration, 1,913 linear feet of stream preservation, 2.4 acres of wetland
restoration, all within a 52 acre conservation easement. Little Beaver Creek is located at
the end of Olive Farm Road (SR 1178) in southwest Apex, Wake County, North
Carolina. Construction was conducted between July 2005 and November 2005.
The project contains a portion of Little Beaver Creek, a tributary to B. Everett Jordan
Lake, which is located within the Cape Fear River Basin. The project watershed is 1.1
square miles. The North Carolina Wetland Restoration Program (NCWRP), now known
as the North Carolina Ecosystem Enhancement Program (NCEEP), identified Little
Beaver Creek as a potential stream and wetland mitigation site. Prior to restoration, Little
Beaver Creek was incised with moderate habitat and an actively migrating unstable
pattern. Sand bars were composed of erodible material that migrated frequently during
small storm events. Sections of the channel that had been straightened for agricultural
purposes contained mid channel bars indicating overwidening. The mid channel bars
were deflecting the stream flow into the banks accelerating stream bank erosion.
The stream project is divided into three separate reaches labeled Reach 1, Reach 2, and
Reach 3. Reach 1 and 2 consist of Priority 1 and 2 stream restoration. Priority 1
restoration involves the re-establishment of the bankfull stage to the historical floodplain
elevation. Priority 2 involves the creation of a new floodplain and stream pattern while
keeping the streambed at the present elevation. In order to accomplish this type of
restoration, a combination of bedform transformation, channel dimension adjustments,
pattern alterations, and the structure installation was performed. Natural meander
patterns were restored and grade control rock vanes and rootwads incorporated for
aquatic habitat enhancement and bed and bank stability. Tributary 1 of Reach 1,
Tributary 2 of Reach 2, and Tributary 3 of Reach 3a was restored using Priority 1
restoration. Natural meander patterns were restored, the bed and banks were stabilized
with woody and herbaceous plantings. , The restoration of Reach 3 below the road
crossing, now referred to as Reach 3b, was abandoned due to bedrock constraints. Reach
3b is preserved within the permanent conservation easement.
Construction of the restored channel was completed in November 2005. The woody stem
material that was available at the time of construction was not suitable for the site, so
planting was delayed until the dormant season of 2006/2007 when suitable plant material
was available. Tropical storm Alberto passed over the area June 14, 2006 and created
heavy precipitation and flooding which eroded many areas and caused some bank
failures. Additionally, due to bedrock constraints, no work was performed on Reach 3b
downstream of the road crossing. Because of these design changes, wetland restoration
potential is less than initially anticipated.
Little Beaver Creek is currently in a degraded state throughout much of the reach. The
stream has down-cut in many areas since construction and some of the structures were
Little Beaver Creek Stream and Wetland Restoration Year 2 Monitoring Report-FINAL
NCEEP Project number: 221 Year 2 of 5
The Catena Group 1 May 2009
placed inappropriately, resulting in some bank stability issues. This is partially due to the
damage caused by Tropical Storm Alberto. Pools have shifted into the riffle areas and
riffles tend to be short throughout all three stream reaches. Structure type and placement
have exacerbated this problem. Tributaries 1 and 2 are in generally good condition
exhibiting minimal signs of down-cutting or bank stability issues
When comparing MY-01 to MY-02, the channel and banks do appear to be stabilizing in
some areas marked as problems or concerns on the year one plan due to vegetation
establishment. None of the streams experience further significant down cutting due to
Tropical Storm Hannah in September of 2008 as observed in the comparison of the
longitudinal profiles.
Little Beaver Creek was monitored according to the three reaches established for design.
Reach 1 extends from the top of the restoration to the confluence with Tributary 1, a total
of 991 linear feet. The pool locations are correctly located within the meander bend
areas, however for the majority of the stream length, the riffles are too short. Possible
riffle construction in conjunction with the existing sill structures may correct the stream
profile issues.
Reach 2 extends from the confluence with Tributary 1 to station 33+00, 1,309 linear feet.
The longitudinal profile in the upper reach is primarily dominated by riffles and pools
that have shifted into inappropriate places within the plan form of the stream, or segments
in which structures have caused submerged riffles and long pools. The lower portion of
the reach is dominated by a series of structures. These sill structures have influenced the
stream profile by creating a sill step followed by a scour pool formation that is not
compatible with the stream type or plan form.
Little Beaver Creek Reach 3A is located from 33+00 to the end of the project, 732 linear
feet. Aggradation within the longitudinal profile has occurred at the head of this reach as
the riffle has extended and filled a pool area in a meander bend. This reach is dominated
by riffles that have shifted into the meander bends.
Tributary 1, 381 linear feet, ties into Little Beaver Creek at station 19+25. The tributary
has adjusted at the top and bottom of the reach from the year one data; however its
overall stability is good. There is evidence that the abandoned roadway within the
conservation easement that crosses this tributary is still being used.
Tributary 2, 206 linear feet, ties into Little Beaver Creek at station 29+50. The stream
channel is very stable and is entirely covered with thick herbaceous vegetation.
Currently there are eight RDS groundwater gauges (2, 3, 4, 5, 6, 7, 8, & 9) within the
conservation easement. By recommendation from EEP, these gauges were installed on
June 25, 2008 to replace an older set of gauges. Data was retrievable from three (6, 7 &
9) of the old gauges (Appendix Q. Four of the groundwater gauges (Gauge 6, 7, 8, and
9) in the proposed wetland restoration areas of Reach 1 are displaying jurisdictional
wetland hydrology (Appendix C). One bankfull event was recorded as a result of
Little Beaver Creek Stream and Wetland Restoration Year 2 Monitoring Report-FINAL
NCEEP Project number: 221 Year 2 of 5
The Catena Group 2 May 2009
Tropical Storm Hannah passing over the area on September 6, 2008 which created a rain
event of greater than four inches. The flooding eroded many areas which were already
noted as stream problem areas in the Year 1 monitoring report. Currently there are 354
woody planted stems/acre. Invasive exotics observed throughout the conservation
easement include tall fescue (Schedonurus arundinaceus), Japanese honeysuckle
(Lonicera japonica), Japanese stiltgrass (Microstegium vimineum), multiflora rose (Rosa
multiflora), and Chinese privet (Ligustrum sinense) with tall fescue and Japanese
stiltgrass being the most common.
II. Project Background
A. Project Objectives
The project had the goal of accomplishing the following objectives:
1. Restore 3,753 linear feet of Little Beaver Creek and 682 linear feet of
unnamed tributaries to Little Beaver Creek and preserve 1,560 linear feet of
Little Beaver Creek. Due to bedrock constraints, restoration efforts were
abandoned in Reach 3b at the downstream end of the project between station
47+53 and 63+13.29. This area is now under preservation within the
permanent conservation easement.
2. Provide a stable stream channel that neither aggrades or degrades while
maintaining its dimension, pattern, and profile, with the capacity to transport
the watersheds water and sediment loads.
3. Improve water quality and reduce erosion through streambank stabilization
techniques.
4. Re-establish connectivity of the stream with its floodplain.
5. Improve aquatic habitat through the implementation of natural structures such
as rootwads, rock vanes, woody debris, and the planting of a riparian buffer.
6. Provide aesthetic value, wildlife habitat, and bank stability through the
creation or enhancement of a riparian zone.
7. Restore characteristic hydrologic regime to disturb wetlands.
8. Restore characteristic plant communities and wildlife habitat within disturbed
wetlands.
B. Project Structure
Prior to restoration, Little Beaver Creek consisted of an incised channel with moderate
habitat and an unstable pattern that was actively migrating. Stream banks were steep
with areas of active erosion, particularly along the outside of meander bends. Sand bars
were composed of easily erodible material that migrated frequently during small storm
events. Sections of the stream that had been straightened historically had mid channel
bars indicating an overwidened channel that was unable to carry the sediment load.
Instead of focusing the flow along the thalweg, the mid channel bars were redirecting the
flow into the banks and accelerating bank erosion.
Little Beaver Creek Stream and Wetland Restoration
NCEEP Project number: 221
The Catena Group 3
Year 2 Monitoring Report-FINAL
Year 2 of 5
May 2009
Priority 2 restoration was performed on all streams in an attempt to adjust the stream
dimension, pattern, and profiles 1 and 2 to allow for adequate sediment transport.
Specific Priority 2 techniques included bedform transformation, channel dimension
adjustments, pattern alterations, and the installation of rock vane structures to serve as
grade control. The natural meander patterns were restored and channel stabilizing
structures such as rootwads and rock vanes installed to not only to serve as bank
protection and grade control, but to enhance aquatic habitat. The Priority 2 restoration
involved converting the impaired channels into a sinuous channel that meanders for a
3032 linear feet of stream as measured along the centerline of Little Beaver Creek and
680 linear feet of tributaries totaling 3712 linear feet. 2300 linear feet of Little Beaver
Creek was preserved in the conservation easement. The conservation easement
encompasses 52 acres. The riparian buffer within the permanent conservation easement
was planted on January 15-February 9, 2007.
Table I. Mitigation Structure and Objectives
Little Beaver Creek Stream and Wetland Restoration Site
Project No. 221
Project Mitigation Approach Linear Stations Comments
Segment/Reach I.D. Type Feet/Acreage
Little Beaver Restoration N/A 2.4 acres N/A Wetland Restoration
Creek/Reach 1 & 2
Little Beaver Restoration Priority 2 2300 10+00 to 19+91 Instrearn structures and
Creek/Reach I & 2 19+91 to 33+00 vegetated buffers
Little Beaver Restoration Priority 2 732 33+00 to 40+32 nstream structures and
Creek/Reach 3a vegetated buffers
Little Beaver Preservation N/A 1,913 48+00 to 63+13 Preservation of vegetated
Creek/Reach 3b buffers within permanent
conservation easement
Tributary 1 Restoration Priority 2 381 10+00 to 13+81 Instrearn structures and
vegetated buffers
Tributary 2 Restoration Priority 2 206 10+00 to 12+06 Instrearn structures and
vegetated buffers
ributary 3 Restoration Priority 2 93 10+00 to 10+92 Instrearn structures and
vegetated buffers
C. Location and Settings
The Little Beaver Creek project site is located approximately 3.5 miles southwest of the
town of Apex in southeastern Wake County, North Carolina (Figure 1). The headwaters
of the project originate approximately 0.75 miles to the east of the restoration site. Little
Beaver Creek flows for approximately 4.5 miles before it reaches B. Everett Jordan Lake.
Little Beaver Creek Stream and Wetland Restoration Year 2 Monitoring Report-FINAL
NCEEP Project number: 221 Year 2 of 5
The Catena Group 4 May 2009
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Site Directions: From Raleigh, head south on US 1 to US 64
in Apex. Take US 64 west to Kelly Road (SR 1163). Turn left
onto Kelly Road and continue until it intersects with Old US 1.
Turn right onto Old US 1 and go approximately one mile to turn
right onto Humie Olive Road (SR 1142). Take Humie Olive Road ( --ti
approximately two miles and turn left onto Oliver Farm Road
(SR1178). Take Olive Farm Road to the end where it crosses.' 0 375 750 1,500
Little Beaver Creek. ,Y Feet
Little Beaver Creek, Figure
The Stream and Wetland Restoration Site
Catena Site Location Map
?'?t?ti}tifcat?
Group Wake County, North Carolina Date:
USGS 7.5-Minute Topographic Quadrangle Map May 20, 2009
EEP Project No. 221 (Newhlll, NC)
The watershed is approximately 1.11 square miles (711 acres) and is oriented east to
west. The project is established within a conservation easement on private lands. The
creek originates west of the Humie Olive' Road (SR 1142) and Old US 1 intersection.
The project extents are located upstream and downstream of Olive Farm Road (SR 1178)
which is a gravel road off of Humie Olive Road.
Site Directions: From Raleigh, head south on US 1 to US 64 in Apex. Take US 64 west
to Kelly Road (SR 1163). Turn left onto Kelly Road and continue until it intersects with
Old US 1. Turn right onto Old US 1 and go approximately one mile to turn right onto
Humie Olive Road. Take Humie Olive Road approximately two miles and turn left onto
Olive Farm Road. Take Olive Farm Road to the end where it crosses Little Beaver
Creek.
A History and Background
The North Carolina Wetland Restoration Program (NCWRP, now known as North
Carolina Ecosystem Enhancement Program, NCEEP), identified Little Beaver Creek as
having potential for stream and wetland restoration.
Little Beaver Creek enters the site as a second order stream before draining into B.
Everett Jordan Lake as a third order stream. Little Beaver Creek is located within the
Piedmont Physiographic Province of the Cape Fear River Basin (USGS Cataloging Unit
03030002). The watershed is located to the southwest of Apex, North Carolina. The
watershed of Little Beaver Creek has an average width of 4,500 feet from the headwaters
to its outlet. The topography is gentle sloping with relatively flat floodplains. Land
surface elevations range from approximately 270 to 390 feet above mean sea level.
Areas of hydric soils are common along the flat, narrow drainageways, however, few
intact wetland communities are present due to alterations to accommodate agricultural
and residential land use.
Table II. Proiect Activity and Reporting Historv
Little Beaver Creek Stream and Wetland Restoration Site-Project No. 221

Activity or Reporting
Scheduled
Completion
Data Collection
Complete Actual
Completion
Date
Restoration Plan 2003 2003 March 2003
Final Design-90% 2005 2005 2005
Construction 2005 2005 November 2005
Temporary S&E mix applied to entire project
area
2005
2005
2005
Permanent seed mix applied to entire project
area
2005
2005
2005
Containerized, B&B, and livestake planting January 2007 February 2007 February 2007
Mitigation Plan/As-built (Year 0 Monitoring-
baseline
Jul 2006
March 2006
February 2007
Year 1 Monitoring Fall 2006 February 2007 November 2007
Little Beaver Creek Stream and Wetland Restoration
NCEEP Project number. 221 1
The Catena Group 6
Year 2 Monitoring Report-FINAL
Year 2 of 5
May 2009

Year 2 Monitoring December
2008 Summer/Fall
2008
December 2008
Year 3 Monitoring NA NA NA
Year 4 Monitoring NA NA NA
Year 5 Monitoring NA NA NA
Table III. Proiect Contact Table
Little Beaver Creek Stream and Wetland Restoration Site-Project No. 221
Earth Tech
701 Corporate Center Drive
Suite 475 Raleigh, NC 27607
Designer POC Bill Jenkins PE 919 854-6200
Envirocon, Inc.
651 Corporate Circle Suite
114 Golden, CO 80401
Construction Contractor Verne Musser 303 215-0187
Seal Brothers
131 West Cleve St.
Mt. Airy, NC 27030
Planting Contractor POC Brain Seal 336 786-2263
Seal Brothers
131 West Cleve St.
Mt. Airy, NC 27030
Seeding Contractor POC Brain Seal 336 786-2263
Evergreen Seeding
4792 Rawls Church Rd.
Seed Mix Sources Fu ua -Varina, NC 27526
Mellow March Farm
1312 Woody Store Rd.
Siler City, NC 27344
Nurse Stock Suppliers 919 742-1200
The Catena Group
410-B Millstone Drive
Monitoring Performers Hillsborough, NC 27278
Ward Consulting Engineers
8386 Six Forks Road, Suite 101
Stream Monitoring Raleigh, North Carolina 27615-5088
The Catena Group
410-B Millstone Dr.
Vegetation Monitoring Hillsborough, NC 27278
The Catena Group
410-B Millstone Dr.
Wetland Monitoring Hillsborough, NC 27278
Little Beaver Creek Stream and Wetland Restoration Year 2 Monitoring Report-FINAL
NCEEP Project number: 221 Year 2 of 5
The Catena Group 7 May 2009
Table IV. Project Background Table
Little Beaver Creek Stream and Wetland Restoration Site-Project No. 221
Project County Wake
Drains a Area
Little Beaver Creek 1.1 s mi
Drainage impervious surface cover estimate % < 5%
Stream Order
Little Beaver Creek 2nd
Ph sio ra hic Region Piedmont
Ecore ion Triassic Basin
Ros en Classification of As-Built C
Cowardin Classification Riverine

Dominant Soil Types Augusta fine sandy loam, Wehadkee silt loam,
Worsham sand loam
Reference Site ID Richland Creek and Little Beaver Creek
USGS HUC for Project 3030002

USGS HUC for Reference Richland Creek (03030003) and Little Beaver
Creek 03030002
NCDWQ Sub-basin for Project 030605

NCDW Sub-basin for Reference Reach Richland Creek (030610), Little Beaver Creek
030605
NCDWQ Classification for Project Little Beaver Creek WS-IV, NSW

NCDW Classification for Reference Richland Creek (B), Little Beaver Creek (WS-
IV, NSW
Is an portion of an project segment 303D listed? No
Is any portion of any project segment upstream of a
303D listed segment?
Yes
Reasons for 303D listing or stressor Chlorophyll a
% of project easement fenced 0%
E. Monitoring Plan View
See Figure 2 for the Monitoring Plan View.
III. Project Condition and Monitoring Results
A. Vegetation Assessment
Monitoring year 1 had a total of 15 vegetation monitoring plots. These plots were not
established using the new CVS protocol. By recommendation from EEP, the number of
vegetation plots was reduced to eight and seven of the original plots were abandoned.
Plots 2, 5, 7, 8, 9, 10, 11, and 14 have been chosen to best represent the vegetative
conditions of the project and data collection will follow the new CVS protocol (Version
4.0) for the remainder of the monitoring period.
According to the US Army Corps of Engineers Stream Mitigation Guidelines, the
survival of planted woody species should be at least 320 stems/acre through monitoring
year (MY) 3. A mortality rate of ten percent will be allowed after MY4 (288 stems/acre),
with another ten percent mortality rate allowed after MY5 requiring a minimum of 260
Little Beaver Creek Stream and Wetland Restoration
NCEEP Project number: 221
The Catena Group
Year 2 Monitoring Report-FINAL
Year 2 of 5
May 2009
stems/acre by the end of the five year monitoring period. Currently there are 354 planted
stems/acre within the conservation easement. This density is barely greater than the
monitoring year three success criteria and replanting may need to be considered if
survivorship is not met during the MY 3 monitoring period. The successional species
dog fennel (Eupatorium capillifolium) was ubiquitous throughout the conservation
easement along with the less frequent common horseweed (Conyza canadensis).
Sweetgum (Liquidambar styraciflua) saplings were also very common along the stream
buffer throughout the conservation easement. Invasive exotics observed throughout the
conservation easement include tall fescue (Schedonurus arundinaceus), Japanese
honeysuckle (Lonicera japonica), Japanese stiltgrass (Microstegium vimineum),
multiflora rose (Rosa multiflora), and Chinese privet (Ligustrum sinense) with tall fescue
and Japanese stiltgrass being the most common. According to the NC Native Plant
Society (NCNPS) Chinese privet, Japanese honeysuckle, Japanese stiltgrass, and
multiflora rose are Rank I "Severe Threat" invasive exotic species which is defined as
exotic plant species that have invasive characteristics and spread readily into native plant
communities, displacing native vegetation. Although these species have been given this
rank, the inction?lity of the project is n? xn .meted to be impaired significantly. For
additional information relating to vegetation see Appendix A.
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Little Beaver Creek Stream and Wetland Restoration
NCEEP Project number: 221
The Catena Group
Year 2 Monitoring Report-FINAL
Year 2 of 5
May 2009
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1. Vegetation Problem Areas
Problem areas are defined as either lacking vegetation or containing invasive exotic
species and are categorized as Bare Bank; Bare Bench, Eroding Banks, or Invasive
Population. See Table 6 in Appendix A for locations of problem areas identified within
the conservation easement. See section two of Appendix A for representative photos of
the vegetation problem areas observed within the conservation easement of Little Beaver
Creek.
2. Vegetation Current Conditions Plan View (CCPV)
The vegetation CCPV provides an overview of all the problem areas in plan view format.
The problem areas are color coded to depict the severity of the area of concern and are as
follows: red=severe, orange=moderate, yellow=minor (See Appendix A).
B. Stream Assessment
1. Procedural Items
a) Morphological Criteria
The restoration site was surveyed by total station in October 2008. This survey
includes a profile of entire length of Little Beaver Creek Reaches 1, 2, and 3a,
3032 feet; Tributary 1, 381 feet; and Tributary 2, 206 feet; and 10 cross-sections.
Pebble counts, the visual stability`assessment. The problem area assessment was
conducted on November 18, 2008. Photographs were taken at all permanent photo
points on November 10, 2008.
The cross-sections pins were located and marked with fiberglass poles and
flagging tape. Two cross-section pins could not be located and were reset by
stakeout using the coordinates provided in the MY-01 monitoring report. These
pins were the left pin of cross section 2 and the left pin of tributary cross section
2. The permanent cross section locations are listed below.
Cross Section 1. Little Beaver Creek, Station 11+25, riffle.
Cross Section 2. Little Beaver Creek, Station 14+85, pool.
Cross Section 3. Little Beaver Creek, Station 21+16, riffle.
Cross Section 4. Little Beaver Creek, Station 24+40, pool.
Cross Section 5. Little Beaver Creek, Station 29+86, riffle
Cross Section 6. Little Beaver Creek, Station 33+28, riffle.
Cross Section 7. Little Beaver Creek, Station 36+03, pool.
Cross Section 8. Little Beaver Creek, Station 38+95, riffle.
Cross Section T1 . Tributary 1, Station 11+63, pool.
Cross Section T2 . Tributary 1, Station 12+89, riffle.
Little Beaver Creek Stream and Wetland Restoration
NCEEP Project number: 221
The Catena Group 15
Year 2 Monitoring Report-FINAL
Year 2 of 5
May 2009
b) Hydrological Criteria
Monitoring requirements state that at least two bankfull events are to be
documented within the five year monitoring period. Currently, one crest gauge is
present in Reach 1 of Little Beaver Creek. One documented bankfull event
occurred on 09/07/08.
Table V. Verification of Bankfull Events
Little Beaver Creek Stream and Wetland Restoration Site Pro'ect No. 221
Date of Data Collection Date of Occurrence Method Photo #
2006 June 14, 2006 Visual N/A

September 18, 2008
September 7, 2008 Visual (i.e.
wrack lines
N/A
c) Bank Stability Assessment
This section along with Table VI will be completed in Year 5 of the monitoring period.
2. Stream Current Conditions Plan View
See Appendix B 1.
3. Problem Areas Table Summary
The problem areas found within the restoration primarily consists of failed structures,
bank failure and erosion, channel aggradation and degradation, over-widening of the
channel, and missing structures. Many of the structures, namely rootwads, which were
shown on the MY-01 plan view, were not observed during this year's stream assessment;
others were shown in the incorrect location. Areas of concern in Reach 1 primarily
involved aggradation of the channel. Aggradation was observed at stations 10+50 to
10+60, 12+50 - 12+70, and 19+00 - 21+90. Bank erosion was also observed in this
segment of the stream which totaled approximately 4% of the total bank length. The bank
erosion in approximately 50% of the observations was due to scour upstream of root
wads. Concerns with installed structures primarily involved two structures with either a
submerged or a center gap controlling the water surface elevation instead of the top of the
structure. Only one other structure at station 11+75 was a concern in that evidence of
overland flow was observed around the right end, which could lead to future additional
problems. The majority of the problem areas exist in Reaches 2 & 3 of the stream. The
problem areas within these reaches include structure failure due to piping, riffle
degradation and root wad erosion from station 27+00 to 36+10 with the majority of the
bank erosion occurring from station 27+00 to 30+50. The stream has over widening from
station 25+00 to 26+75 and at station 29+00. Erosion is also occurring upstream and
downstream of cross section #7 from station 35+00 to 37+00. Photos of the problem
areas listed in the table can be seen in Appendix B.
4. Fixed Station Photos
Stream photos from the established photo stations were taken in November 2008 and can
be viewed in Appendix B.
Little Beaver Creek Stream and Wetland Restoration Year 2 Monitoring Report-FINAL
NCEEP Project number: 221 Year 2 of 5
The Catena Group 16 May 2009
5. Stability Assessment
A visual morphological stability assessment was conducted on November 18, 2008. This
assessment was broken down into three parts; the main channel and the two tributaries.
This separation was not done for the MY-01 monitoring report. Additional discrepancies
were found with the as-built quantities listed versus those found in the field and based on
post field work analysis, thereby making it difficult to compare the monitoring years.
The performance of the main channel was impacted chiefly by the location of the riffles
and pools, which had migrated from the design locations. Riffles tended to be short in
length and were found to be accumulating fine bed materials. Bed aggradation and
degradation were apparent, but it was difficult to determine whether these occurred
between MY-O1 and MY-02 or prior to that. The channel length of aggradation and
deposition was determined through comparison of the longitudinal profiles between MY-
01 and MY-02 data (Appendix B2).
Bank erosion lengths based on the assessment are 103, 333, and 175 feet for Reaches 1,2,
and 3a with respective reach lengths of 991, 1309, and 732 feet. When broken by reach,
the visual stability assessment found that for Reach 1, 15% (2 of the 13) of the structures
had failed and 5% of the banks had erosion issues. Reach 2 had 37.5 % (6 of 16)
structural failure and 12.7% of the banks had erosion issues. Reach 3 had 33% (1 of 3) of
the structures failures and 12.0% of the banks had erosion issues.
Table VII. Categorical Stream Feature' Visual Stability Assessment
Little Beaver Creek Stream and Wetland Restoration Si te-Project No. 221
Reaches 1, 2, 3a: 3032 feet)
Feature Initial MY-01 MY-02 MY-03 MY-04 MY-05
A. Riffles 100% 65% 41%
B. Pools 100% 65% 65%
C. Thalweg 100% 88% 52%
D. Meanders 100% 72% 65%
E. Bed General 100% 98% 94%
F. Bank Condition NA NA 90%
G. Vanes/J Hooks etc. 100% 82% 73%
H. Wads and Boulders 100% 83% 70%
Tributary 1: (381 feet)
A. Riffles 100% NA 67%
B. Pools 100% NA 76%
C. Thalweg 100% NA 64%
D. Meanders 100% NA 53%
E. Bed General 100% NA 93%
F. Bank Condition NA NA 86%
G. Vanes/J Hooks etc. 100% NA 100%
H. Wads and Boulders 100% NA NA
Tributary 2: (206 feet)
A. Riffles 100% NA 100%
B. Pools 100% NA 100%
C. Thalweg 100% NA 100%
Little Beaver Creek Stream and Wetland Restoration Year 2 Monitoring Report-FINAL
NCEEP Project number: 221 Year 2 of 5
The Catena Group 17 May 2009
D. Meanders 100% NA 100%
E. Bed General 100% NA 100%
F. Bank Condition NA NA 100%
G. Vanes/J Hooks etc. 100% NA 100%
H. Wads and Boulders 100% NA NA
*The tributaries were not separated from the main channel in the MY-01 monitoring report.
6. Quantitative Measures Summary Tables Stability Assessment
As stated in the Executive Summary, the MY-O1 monitoring did not separate the pattern
and profile data based on reach. These parametersremained constant across the three
reaches and likely represent the entire length of the main channel; making comparison
across monitoring years difficult. Moreover, reaches 2 and 3a both show a change in
slope within the reach. These slopes are represented in Table IX and do not correlate
with the MY-01 slope. However, when the reach-wide slope was calculated, correlation
to MY-01 was found.
Little Beaver Creek was divided into three reaches for monitoring. Reach 1 extends from
the top of the restoration to the confluence with Tributary 1, a total of 991 linear feet.
One pool and one riffle permanent cross section was located within this reach, both of
which show a 10% increase in bankfull width compared to MY-01 data. The permanent
riffle section has become shallower and has decreased 10% in cross sectional area. The
overall pattern remains very close to the as-built alignment. Approximately 20% of the
pool radii of curvature have become smaller due the erosion of the outside bend and the
shifting of the pool thalweg. In this reach there is more consistency of the correct pool
location within the meander bend areas, however, for the majority of the stream length
the riffles are too short. The stream profile is being influenced by structure placement in
typical riffle locations that are initiating pool formation. Possible riffle construction in
conjunction with the existing sill structures may correct the stream profile issues.
Reach 2 extends from the confluence with Tributary 1 to station 33+00, 1,309 linear feet,
and contains two riffles and one pool cross section. Of the two riffle sections, little
change was found in section 3 from MY-01. Riffle`section 5, however, had insufficient
points in MY-01 to make a good comparison. The pool section shows an 11 % increase in
width and area, however no significant changes were noted in the section and therefore
this may be attributed to the bankfull location between years. The longitudinal profile,
station 20+00 through 26+50, is dominated by riffles and pools that have shifted into
inappropriate places within the plan form of the stream or segments in which structures
have caused submerged riffles and long pools. The profile station 27+00 through 32+00
is dominated by a series of structures. These structures placed at riffle locations are
forming scour pools at the downstream face. The pools typically extend to the next
structure. The sill structures have influenced the stream profile by creating a sill step
followed by a scour pool formation that is not compatible with the stream type or plan
form. The section of this reach from station 29+50 to 30+50 has riffles migrating into
pools due to structure placement.
Little Beaver Creek Stream and Wetland Restoration Year 2 Monitoring Report-FINAL
NCEEP Project number: 221 Year 2 of 5
The Catena Group 18 May 2009
Reach 3A is located from 33+00 to the end of the project, 732 linear feet. Riffle cross
section 6 within this reach is aggrading however riffle section 8 has experienced very
little change. The pool cross section shows positive development from the last year
monitoring data in that it has narrowed and has developed a deeper pool. This is most
likely due to the shifting of the riffle upstream into the pool and the pool shortening due
to the confinement of a structure that has been placed just downstream. Aggradation
within the longitudinal profile has occurred from 33+25 through 33+75 as the riffle has
extended and filled a pool area in a meander bend. Most of the pools throughout the
reach have increased in depth from the MY-Oldata. This reach is dominated by riffles
that have shifted into the meander bends.; The stream segment from station 37+25
through 39+00, has riffles in the correct plan form location; however, they are typically
short.
The 381 linear foot Tributary 1 ties into Little Beaver Creek at station 19+25. The profile
comparison indicates that the upper riffles within the first 75 feet of stream length have
down-cut. Most of stream length in the middle segment of the tributary has remained
very similar to MY-O1 data. In the lower segment of the stream just above cross section
2, the pattern has adjusted to a better riffle-pool sequence where, previously, multiple
pools were indicated. The tributary transitions to Little Beaver Creek through a long
riffle that ties the two streams together in a very shallow floodplain.
Tributary 2 is 206 linear feet and ties into Little Beaver Creek at station 29+50. The
stream channel is very stable and is entirely covered with thick herbaceous vegetation.
Three pools are evident in the profile at the appropriate locations within the stream
pattern. Where the tributary ties into Little Beaver Creek there should be a riffle, however
there is a pool instead that has resulted in,unstable banks in the creek.
Little Beaver Creek Stream and Wetland Restoration Year 2 Monitoring Report-FINAL
NCEEP Project number: 221 Year 2 of 5
The Catena Group 19 May 2009

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C. Wetland Assessment
Wetland restoration and enhancement was originally proposed for this project to
accompany the stream restoration. The March 2003 Restoration Plan proposed 4.4 acres
of wetland restoration and 0.7 acre of wetland enhancement. Stream restoration did not
occur along Reach 3b below the road crossing and no alteration in the water table levels
have been observed to date. The stream bed was not raised to the proposed level along
Reach 1 and 2 as proposed in the restoration plan. Presently, there are 2.4 acres of
potential wetland restoration along Reach 1 and 2, and no areas are proposed for
enhancement. It is still unclear whether hydrology will be restored in the areas proposed
for restoration.
The wetland design was created from the reference community along with published
descriptions of piedmont bottomland hardwood forests and general observations of
characteristic wetland structure and function. Areas that were considered suitable for
wetland restoration are those areas that could support planted hydrophytic vegetation and
had the groundwater level altered via site construction such that it would remain within
12 inches of the soil surface for at least 5% of the growing season.
Currently there are eight RDS groundwater gauges (2, 3, 4, 5, 6, 7, 8, & 9) within the
conservation easement. The gauges record data daily and are downloaded monthly.
Gauges were installed according to the specifications of Technical Note HY-IA-3.1
(USACE 1993). By recommendation from EEP, these gauges were installed on June 25,
2008 to replace an older set of gauges. Data was retrievable from three (6, 7 & 9) of the
old gauges (Appendix Q. Four of the current groundwater gauges (6, 7, 8, and 9) in the
proposed wetland restoration areas of Reach 1 and 2, are displaying jurisdictional
wetland hydrology (saturation within 12 inches of the soil surface for >5% of the growing
season), and the remaining gauges (2, 3, 4, & 5) do not have saturation within 12 inches
of the soil surface (See Appendix C). These gauges will be relocated to proposed wetland
restoration areas in Reach 1 that currently do not contain gauges. Precipitation data for
Apex from December 01, 2007 to November 14, 2008 was provided by the State Climate
Office and is provided in the groundwater gauge data tables in Appendix C.
Table X. Wetland Criteria Attainment
Little Beaver Creek Stream and Wetland Restoration Site-Project No. 221
Tract Gauge ID Hydrology Threshold Met? Tract Mean Ve Plot ID Ve Survival Threshold Met? Tract Mean
1 2 No VP 11 Yes
3 No N/A N/A
4 No N/A N/A
5 No 50°/o N/A N/A 66%
6* Yes N/A N/A
7* Yes VP 2 No
8* Yes N/A N/A
9* Yes VP 5 Yes
* Meets hydrological threshold for 5% or greater of the growing season
Little Beaver Creek Stream and Wetland Restoration Year 2 Monitoring Report-FINAL
-NCEEP Project number: 221 Year 2 of 5
The Catena Group 27 May 2009
IV. Methodology
Methodologies follow EEP monitoring report template Version 1.2-11/16/06 and
guidelines (Lee et a12006). Photos were taken with a digital camera. A Trimble Geo XT
handheld unit with sub-meter accuracy was used to collect groundwater gauge locations,
vegetation monitoring plot origins, and problem area locations.
A. Vegetation Methodologies
Eight representative vegetation monitoring plots were chosen out of the original fifteen
plots established in Reach 1, 2 and 3 during the as built survey data collection. Level II
of the EEP/CVS protocol Version 4.0 was used to collect data for MY-02. Data collected
for these plots are in Appendix A.
B. Stream Methodologies
Stream profile and cross-sections were surveyed using total station equipment and
methods. The survey data was plotted using AutoCAD Civil3D. The longitudinal profile
was generated using the design baseline alignment provided by Earth Tech. This was
determined to be the alignment used for the mitigation plan and MY-01 monitoring
report.
Cross sectional data was extracted based on a linear alignment between the end pins. The
MY-00 and MY-01 data was adjusted such that their surveyed pin locations were as
closely aligned to MY-02 as possible. It is unknown which alignments were used to
generate the cross-sections for MY-00 and MY-O1. Dimensional data was generated
using in-house designed spreadsheets based on the Rosgen dimension criteria and
equations.
Pattern parameters were calculated by measuring the plotted dimensions of the MY-02
surveyed thalweg. Profile parameters were determined through analysis of a Microsoft
Excel generated plot of the profile based on the aforementioned baseline alignment.
C. Wetland Methodologies
Eight RDS groundwater monitoring gauges (2, 3, 4, 5, 6, 7, 8, & 9) were downloaded
monthly to ensure proper function throughout the growing season. Data was exported
into Excel spreadsheet along with incorporation of local rainfall data provided by the
State Climate Office (Appendix C).
V. References
Lee, Michael T. Peet, Robert K. Roberts, Steven D., Wentworth, Thomas R. (2006).
CVS-EEP Protocol for Recording Vegetation Version 4.0.
Weakley, Alan (2007). Flora of the Carolinas, Virginia, Georgia, and Surrounding
Areas. http://www.herbarium.unc.edu/flora.htm.
Little Beaver Creek Stream and Wetland Restoration Year 2 Monitoring Report-FINAL
-NCEEP Project number: 221 Year 2 of 5
The Catena Group 28 May 2009
Appendix A.
1. Vegetation Raw Data
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Appendix A. 1. Vegetation Survey Data Tables
Table 1. Vegetation Metadata
Database name Little Beaver Creek cvs-eep-entrytool-v2.2.5.mdb

Report Prepared By The Catena Group
Date Prepared 11/25/2008

DESCRIPTION OF WORKSHEE TS IN THIS DOCUMENT
Planted Stems Each project is listed with its PLANTED stems per acre, for each year. This
excludes live stakes.
Total Stems Each project is listed with its TOTAL stems per acre, for each year. This includes
live stakes, all planted stems, and all natural/volunteer stems.
Vegetation Monitoring Plots List of plots surveyed with location and summary data (live stems, dead stems,
missin ,etc. .
Total Vigor Frequency distribution of vigor classes for stems for all plots.
Vigor by Spp Frequency distribution of vigor classes listed by species.
Total Damage List of most frequent damage classes with number of occurrences and percent of
total stems impacted b each.
Damage by Spp Damage values tallied by type for each species.
Damage by Plot Damage values tallied by type for each plot.
ALL Stems by Plot and spp A matrix of the count of total living stems of each species (planted and natural
volunteers combined for each lot; dead and missing stems are excluded.

PROJECT SUMMARY
Project Code 221
project Name Little Beaver Creek
Description 4435 stream restoration, 1560 preservation, 2.4 acres wetland restoration southwest
of A ex, C. Constructed July-Nov. 2005.
River Basin Cape Fear
length(ft) 4435
stream-to-edge width (ft) 50
area (sq m) 41198.33
Required Plots (calculated) 11
Sampled Plots 8 (Reduced plot number due to EEP recommendations)
Table 2. Vegetation Vigor by Species
Species 4 3 2 1 0 Missing Unknown
Aronia arbuti olia 1 1 1
Carpinus caroliniana var.
caroliniana
1
Cornus orida 2
Fraxinus enns lvanica 5 23 5 1
Hamamelis virginiana var.
vir iniana
1
5
uercus alba 1
uercusl rata 3 3
uercus hellos 2
Viburnum nudum 1 1
Morella ceri era 7 3
Hamamelis vir iniana 5
TOT: 11 23 39 8 2
Table 3. Vegetation Damage By Species
Species All Damage
Categories (No
Damage) Deer Diseased Insects
Aronia arbuti olia 3 2 1
Carpinus caroliniana var.
caroliniana 1 1
Cornus orida 2 1 1
Fraxinus enns lvanica 34 16 17 1
Hamamelis vir iniana 5 5
Hamamelis virginiana var.
vir iniana 6 2 3 1
Morella ceri era 10 7 3
uercus alba 1 1
uercus l rata 6 3 1 2
uercus hellos 2 1 1
Viburnum nudum 2 2
TOT: 11 72 38 24 1 9
Table 4. Vegetation Damage by Plot
Plot All Damage
Categories No
Damage Deer Diseased Insects
221-01-0002- ear:2 1 1
221-01-0005- ear:2 23 15 5 3
221-01-0007- ear:2 23 11 8 4
221-01-0008- ear:2 4 2 2
221-01-0009- ear:2 1 1
221-01-0010- ear:2 3 3
221-01-0011- ear:2 13 5 6 1 1
221-01-0014- ear:2 4 2 2
TOT: 8 72 38 24 1 9
Table 5. All Stems by Plot and Snecies
tat
Ll 'j
t?.2

Species Total
Stems #
Plots Avg #
Stems Plot
2 Plot
5 Plot
7 Plot
8 Plot
9 Plot
10 Plot
11 Plot
14
/6'/ Acer rubrum var. rubrum 95 6 15.83 4 2 12 1 16 60
Aronia arbuti olia 3 2 1.5 2 1
Baccharis halimi olia 2 2 1 1 1
Betula ni ra 6 2 3 5 1
Carpinus caroliniana
var. caroliniana 1 1 1 1
Cornus orida 2 1 2 2
Dios ros vir iniana 4 2 2 2 2
Fraxinus enns lvanica 36 5 7.2 19 5 1 9 2
Hamamelis virginiana
var. vir iniana 6 2 3 5 1
Li uidambar s raci ua 453 8 56.62 12 125 139 35 26 63 46 7
Liriodendron tulipifera
var. tuli i era 11 2 5.5 4 7
N ssa s lvatica 2 1 2 2
Pinus taeda 160 8 20 17 20 29 13 4 38 38 1
Platanus occidentalis
var. occidentalis 9 3 3 1 3 5
uercus alba 1 1 1 1
uercus l rata 6 4 1.5 1 2 1 2
uercus ni ra 28 1 28 28
uercus hellos 4 3 1.33 2 1 1
Rhus copallinum var.
co allinum 3 2 1.5 2 1
Rosa multi flora 1 1 1 1
Sambucus canadensis 1 1 1 1
Ulmus rubra 2 1 2 2
Viburnum nudum 2 1 2 2
Morella ceri era 11 1 11 11
Car inus caroliniana 31 3 10.33 1 3 27
uercus 5 1 5 5
Hamamelis vir iniana 5 2 2.5 3 2
H ericum 9 4 2.25 5 1 1 2
Liriodendron tuli i era 2 1 2 2
Platanus occidentalis 1 1 1 1
Prunus serotina 2 1 2 2
Acer rubrum 15 1 15 15
Ulmus 10 2 5 1 9
TOT: 33 929 33 42 191 220 58 61 154 191 12
T??xs c??? ?OMz?
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P?N? ?Pcs, ??;

Table 6. Vegetat ion Problem Areas
VPA # Station # Probable Cause Severity Photo #
Bare Banks
2 10+30 Bare banks/Eroding on left and right descending bank Minor None
3 10+50 Bare right descending bank Minor None
11 14+50 Bare banks/Eroding on left descending bank Minor None
12 15+70 Bare banks/Eroding on left and right descending bank Severe None
13 16+70 Bare banks/Eroding on right descending bank Severe VPA 13
14 17+50 Bare right descending bank Moderate None
16 100ft u UT1 Bare left descending banks/Sweet ums seedlings numerous Minor None
19 20+80 Bare right descendin bank Minor None
26 34+00 Bare right descending bank Moderate None
27 35+60 Bare left descending banks Moderate VPA 27
29 37+00 Bare banks/Eroding on left and right descending bank Severe None
Bare Bench
4 10+60 Bare bench/plantings absent Moderate None
6 12+80 Bare bench/plantings absent Minor VPA 6

7 10+80-
12+80
Plantings absent/area used as an ATV corridor
Severe
VPA 7
8 13+80 Bare bench/plantings absent Moderate None
9 13+50 Bare bench/plantings absent Minor None
10 14+00 Plantings absent/impacted b ATV's Moderate None
15 18+50 Bare bench/impacted b ATV's Moderate VPA 15
18 19+60 Bare slope adjacent to bench Minor None
Eroding Banks
1 10+00 Incised stream immediate) adjacent upstream Minor VPA1
5 11+00 Eroding banks Moderate VPA 5
17 200ft u UT1 Eroding right descending banks Minor None

20 22+00 -
22+50
Eroding banks along left and right descending banks
Severe
None
21 27+90 Eroding left descending banks Severe VPA 21
22 28+60 Eroding left and right descending banks Minor None
23 29+00 Eroding left descending banks Moderate None
24 31+00 Eroding left and right descending banks Severe VPA 24
25 32+40 Eroding left and right descending banks Severe VPA 25
28 36+30 Eroding right descending banks Minor None
Invasive Exotics None
30 See CCPV Tall Fescue encroaching buffer Severe VPA 30
31 See CCPV Japanese Stilt grass encroaching buffer Severe VPA 31
Appendix A
2. Vegetation Problem Area Photos
3' rr

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vrA :). Lett and rifght descending banks have eroding banks.
VPA 1. Left and Right descending banks have eroded bank.
planted tree species.
VPA 6. Bare area within the buffer with no vegetation.
VPA 7. Grassy area within buffer with no evidience of

n

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VPA 15. Bare area within buffer.
VPA 13. Bare coir matting.

VPA 16. Bare coir matting with ubiquitous
sweetgum saplings (Liquidambar styraciflua).
VPA 21. Left descending bank is eroding and is has bare coir matting.
VPA 24. Left descending bank has bare coir matting and eroding banks.
VPA 26. Left and right descending banks are bare of vegetation.
the buffer on the right descending side of the stream.
VPA 30. Tall Fescue (Lolium arundinaceum) is encroaching into
VPA 31. The invasive exotic Japanese Stiltgrass (Microstegium vimineum)
encroaching into the buffer.
Appendix A.
3. Vegetation Monitoring Plot Photos
Vegetation Plot 14
Vegetation Plot 11
Vegetation Plot 10
vegetation Plot 9

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Vegetation Plot 7

Vegetation Plot 5
Vegetation Plot 2
Appendix B.
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Appendix B
3. Representative Stream Problem Area Photos
Photo 1: PA -1
Photo 4: PA -4
ii
to
1. ry 'l
i"
V?
Photo 5: PA -5
1 '1
II? I
Photo 6: PA -6
F `•
tiF
Photo 7: PA -7
Photo 8: PA -8
Photo 9: PA -9
Photo 10: PA 10
Photo 11: PA 11

*1
?
• (
i''4A4K
n y4
? ?' ? r ,
"
?
..
Flr.1?
1xr:?l

• ??
qq
y
3
? h

V?
". 0-0
Photo 12: PA 12
i?•
r.'
?F
Photo 13: PA-13
Photo 14: PA 14
Photo 15: PA 15

S!,
R T , 1114'
1 ;.
1''' ,? I

Rt
Photo 16: PA 16
Photo 17: PA 17
Photo 18: PA 18
Photo 19: PA 19
??` .g ??•it ,. ?? wr? ''..}?-.?? 1 F? f/'?':'?
l
? 'fL
? 14' ? ; :t,? ?? ? n?? +lalkk' Al 1k•b?? S

M. S4
`w $
r
Photo 20: PA 20
Photo 21: PA 21

333 /
t F
-44
1
? Y)?(tr ill ?r(n 1? bl
F
fiT•`-+? ,art
7.{ y 11 ?? rt
p?Je
4.4 P
Photo 1: PA 22
Photo 2: PA 23

Photo 3: PA 24
Sr,
g
114 1?
1 4 .V. t
r•.
4 i. .
, ? NS
Photo 4: PA 25

Photo 5: PA 26
Photo 6: PA 27

Photo 8: PA 29

Photo 9: PA 30
0, *wj
t ?^
Photo 10: PA 31
a
6
Photo 11: PA 32
7'

Photo 12: PA 33
Photo 1: PA 34
Photo 2: PA 35

Photo 4: PA 37
Photo 5: PA 38
u• tl... a? Yr?i????¢I ?' ,,? `1 F'l'*("?,•?
't ? ?? Y ayrt i
We'
Ilk, ,?, ? ? ?!•? ? ' .any.. ++?v?i"'y?? ?
5 ?"-, T"? ?'3s .. +r
?e? 1
k 1 .. va
popro
Photo 6: PA 39
Tributary 1
Photo 7: TPA -1
Photo 11: TPA -5
Appendix B
4. Stream Photo-Station Photos
Little Beaver Creek Stream and Wetland Restoration Site
Monitoring Year 2 Report
Established Photo-Point Photos
Photo Date: November 11, 2008
Appendix B

1
0
? r
` `I. `iY,.. ?, F7si Hb?a Ir. Ln. :e.Pf 1??ti "??n!¦
Photo Point 2. Upstream view from
Cross Section #1.
YX I"?"

e

q
b
?3t.+y?? kf
"Nee 1?

Photo Point 1. Downstream view from
Station 10+00.
Photo Point 3. Upstream view.
Photo Point 3. Downstream view.
Photo Point 2. Downstream of Cross
Section # 1.
Photo Point 4. Upstream view from
Cross Section #2.
Little Beaver Creek Stream and Wetland Restoration Site
Monitoring Year 2 Report
Established Photo-Point Photos
Photo Date: November 11, 2008
Appendix B
w
'A_ Sl
life*
A;.

Photo Point 7. Downstream view from
Cross Section #T1.
Photo Point 4. Downstream View from
Cross Section #2.
Photo Point 6. Upstream view from
confluence of Tributary 1.
Photo Point 5. Upstream view.
Photo Point 6. Downstream view from
confluence of Tributary 1.
Photo Point 5. Downstream view.
Little Beaver Creek Stream and Wetland Restoration Site
Monitoring Year 2 Report
Established Photo-Point Photos
Photo Date: November 11, 2008
Appendix B
i
Its ? ??
i *
7
?? v ew : fir, y3 ? ? t
Photo Point 8. Upstream view from
Cross Section #T2.
J+t) .y1 z M 5 i t17

Photo Point 7. Upstream view from
Cross Section #T1.
Photo Point 9. Downstream view from
Cross Section #3.
Photo Point 8. Downstream view from
Cross Section #T2.
Photo Point 9. Upstream view from
Cross Section #3.
Photo Point 10. Downstream view.
Little Beaver Creek Stream and Wetland Restoration Site
Monitoring Year 2 Report
Established Photo-Point Photos
Photo Date: November 11, 2008
Appendix B

Photo Point 10. Upstream view.
Photo Point 12. Downstream view.
Photo Point 11. Downstream view from
Cross Section #4.
Photo Point 12. Upstream view.
Photo Point 11. Upstream view from
Cross Section #4.
Photo Point 13. Downstream view.
gravel road stream crossing.
Little Beaver Creek Stream and Wetland Restoration Site
Monitoring Year 2 Report
Established Photo-Point Photos
Photo Date: November 11, 2008
Appendix B
M
H
Photo Point 13. Upstream view.
Photo Point 15. Downstream view from
Cross Section #5.
Photo Point 14. Downstream view of
Tributary 2.
Photo Point 15. Upstream view from
Cross Section #5.
Photo Point 14. Upstream view of
Tributary 2.
Photo Point 16. Downstream view.
Little Beaver Creek Stream and Wetland Restoration Site
Monitoring Year 2 Report
Established Photo-Point Photos
Photo Date: November 11, 2008
Appendix B
Cross Section #6.
Photo Point 16. Upstream view.
Photo Point 18. Downstream view.
Photo Point 17. Downstream view from
Cross Section #6.
Photo Point 18. Upstream view.
Photo Point 17. Upstream view from
Photo Point 19. Downstream view from
Cross Section #7.
Little Beaver Creek Stream and Wetland Restoration Site
Monitoring Year 2 Report
Established Photo-Point Photos
Photo Date: November 11, 2008
Appendix B
Photo Point 19. Upstream view from
Cross Section #7.
. ?
ti
i
r
Photo Point 20. Downstream view.

-IT
7NIA,
lbi?
a
ti }, c rw i Alfa ' r •; 4y?1?y{+
Photo Point 20. Upstream view.
Photo Point 21. Downstream view of
Cross Section #8.
Photo Point 21. Upstream view.
Photo Point 22. Downstream view.
Little Beaver Creek Stream and Wetland Restoration Site
Monitoring Year 2 Report
Established Photo-Point Photos
Photo Date: November 11, 2008
Appendix B
Photo Point 22. Upstream view of Cross
Section 8.
Photo Point 23. Upstream view from the
gravel road stream crossing.
Appendix B
5. Table B.2 Qualitative Visual Stability Assessment
O E O

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Appendix B
8. Pebble Count Frequency Distribution Plots
PEBBLE COUNT
Project: Little Beaver Creek Monitoring MY2 Date: 11/20/2008
Location: Cross Section #1
Particle Counts
Inches Particle Millimeter Riffles Pools Total No. Item % % Cumulative
Silt/Clay < 0.062 Si!C::::: 13 13 13% 13%
Very Fine .062-.125 18 0 18 18% 31%
Fine .125-.25 12 0 12 12% 43%
Medium .25-.50 N .... 15 0 15 15% 58%
Coarse .50-1.0 < D?:: 17 0 17 17% 75%
.04 -.08 Very Coarse 1.0-2.0 10 0 10 10% 85%
.08-.16 Very Fine 2.0-4.0 5 0 5 5% 90%
.16-.22 Fine 4.0-5.7 G 0 0 0 0% 90%
.22-.31 Fine 5.7-8.0 R 0 0 0 0% 90%
.31-.44 Medium 8.0-11.3 A 0 0 0 0% 90%
.44-.63 Medium 11.3-16.0 ;:V 0 0 0 0% 90%
.63-.89 Coarse 16.0-22.6 0 0 0 0% 90%
.89-1.26 Coarse 22.6-32.0 0 0 0 0% 90%
1.26-1.77 Very Coarse 32.0-45.0 0 0 0 0% 90%
1.77-2.5 Very Coarse 45.0-64.0 :: 0 0 0 0% 90%
2.5-3.5 Small 64 - 90 > ::: C::::::: 0 0 0 0% 90%
3.5-5.0 Small 90 - 128 O 0 0 0 0% 90%
5.0-7.1 Large 128 - 180 B 0 0 0 0% 90%
7.1-10.1 Large 180 - 256 0 0 0 0% 90%
10.1-14.3 Small 256 - 362 0 0 0 0% 90%
14.3 - 20 Small 362 - 512 0 0 0 0% 90%
20 - 40 Medium 512 - 1024 0 0 0 0% 90%
40 - 80 Lr - Very Lr 1024 - 2048 0 0 0 0% 90%
Bedrock BDRK:::
............. 10 0 10 10% 100%
Totals 100 0 100 100% 100%
Particle Size Distribution Sample #1

100%
°
90
io
> 80% --
- -

70%

60%
U
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- -
c
A
F 50%
40%
--- - -- -?
- --
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LL

e 20%
10%

0%
0.1 1 10 100 1000
Particle Size - Millimeter
PEBBLE COUNT
Project: Little Beaver Creek Monitoring MY2 Date: 11/20/2008
Location: Cross Section #3
Particle Counts
Inches Particle Millimeter Riffles Pools Total No. Item % % Cumulative
Silt/Clay < 0.062 8 0 8 7% 7%
Very Fine .062-.125 12 0 12 11% 18%
Fine .125-.25 11 0 11 10% 28%
Medium .25-.50 J 14 0 14 13% 41%
Coarse .50-1.0 fl 28 0 28 25% 66%
.04 -.08 Very Coarse 1.0-2.0 18 0 18 16% 83%
.08-.16 Very Fine 2.0-4.0 8 0 8 7% 90%
.16-.22 Fine 4.0-5.7 4 0 4 4% 94%
.22-.31 Fine 5.7-8.0 2 0 2 2% 95%
.31-.44 Medium 8.0-11.3 5 0 5 5% 100%
.44-.63 Medium 11.3-16.0 0 0 0 0% 100%
.63-.89 Coarse 16.0-22.6 0 0 0 0% 100%
.89-1.26 Coarse 22.6-32.0 L 0 0 0 0% 100%
1.26 - 1.77 Very Coarse 32.0-45.0 5 0 0 0 0% 100%
1.77-2.5 Very Coarse 45.0-64.0 0 0 0 0% 100%
2.5-3.5 Small 64 - 90 0 0 0 0% 100%
3.5-5.0 Small 90 - 128 ] 0 0 0 0% 100%
5.0-7.1 Large 128 - 180 0 0 0 0% 100%
7.1-10.1 Large 180 - 256 0 0 0 0% 100%
10.1-14.3 Small 256 - 362 0 0 0 0% 100%
14.3 - 20 Small 362 - 512 0 0 0 0% 100%
20 - 40 Medium 512 - 1024 0 0 0 0% 100%
40 - 80 Lr - Very Lr 1024 - 2048 0 0 0 0% 100%
Bedrock BDRk::: 0 0 0 0% 100%

0 0
Totals 110 0 110 100 /° 100 /o
Particle Size Distribution Sample #1
100°i
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d
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_
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70%
60%
U
c 50%
A
F
40%

30%
c
LL
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0.1 1 10 100 1000
Particle Size - Millimeter
PEBBLE COUNT
Project: Little Beaver Creek Monitoring MY2 Date: 11/20/2008
Location: Cross Section #5
Particle Counts
Inches Particle Millimeter Riffles Pools Total No. Item % % Cumulative
Silt/Clay < 0.062 SAC:::: 0 0 0 0% 0%
Very Fine .062-.125 0 0 0 0% 0%
Fine .125-.25 2 0 2 2% 2%
Medium .25-.50 5 0 5 4% 6%
Coarse .50-1.0 6 0 6 5% 11%
.04-.08 Very Coarse 1.0-2.0 15 0 15 13% 25%
.08-.16 Very Fine 2.0-4.0 17 0 17 15% 39%
.16-.22 Fine 4.0-5.7 t::::::: 5 0 5 4% 44%
.22-.31 Fine 5.7-8.0 7 0 7 6% 50%
.31-.44 Medium 8.0-11.3 A 2 0 2 2% 52%
.44-.63 Medium 11.3-16.0 1 0 1 1% 53%
.63-.89 Coarse 16.0-22.6 :::::::::::::::::: 4 0 4 4% 56%
.89-1.26 Coarse 22.6-32.0 8 0 8 7% 63%
1.26 - 1.77 Very Coarse 32.0-45.0 16 0 16 14% 77%
1.77-2.5 Very Coarse 45.0-64.0 14 0 14 12% 89%
2.5-3.5 Small 64 - 90 1 0 1 1 % 90%
3.5-5.0 Small 90 - 128 5 0 5 4% 95%
5.0-7.1 Large 128 - 180 2 0 2 2% 96%
7.1-10.1 Large 180 - 256 0 0 0 0% 96%
10.1-14.3 Small 256 - 362 0 0 0 0% 96%
14.3 - 20 Small 362 - 512 0 0 0 0% 96%
20 - 40 Medium 512 - 1024 0 0 0 0% 96%
40 - 80 Lr - Very Lr 1024 - 2048 :::: R : 3 0 3 3% 99%
Bedrock BflRK::: 1 0 1 1% 100%

0 0
Totals 114 0 114 100 /0 100 /o
Particle Size Distribution Sample #1
100%
90% -- -
80% -- --- - - ----
M 60% -
U
c 50%
a
~ 40%
c 30%
LL 20%
10% -
0%
0.1 1 10 100 1000
Particle Size - Millimeter
PEBBLE COUNT
Project: Little Beaver Creek Monitoring MY2 Date: 11/20/2008
Location: Cross Section #6
Particle Counts
Inches Particle Millimeter Riffles Pools Total No. Item % % Cumulative
Silt/Clay < 0.062 ::::::5/C:::::::: 0 0 0 0% 0%
Very Fine .062-.125 10 0 10 9% 9%
Fine .125-.25 5 0 5 5% 14%
Medium .25-.50
8
0
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.04 -.08 Very Coarse 1.0-2.0
4
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4
0
4
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.31-.44 Medium 8.0-11.3 9 0 9 8% 59%
.44-.63 Medium 11.3-16.0 2 0 2 2% 61%
.63-.89 Coarse 16.0-22.6 13 0 13 12% 72%
.89-1.26 Coarse 22.6-32.0 L 20 0 20 18% 91%
1.26 - 1.77 Very Coarse 32.0-45.0 :::::::::::S :::::::::: 5 0 5 5% 95%
1.77-2.5 Very Coarse 45.0-64.0 :::: 5 0 5 5% 100%
2.5-3.5 Small 64 - 90 0 0 0 0% 100%
3.5-5.0 Small 90 - 128 0 0 0 0% 100%
5.0-7.1 Large 128 - 180 L3 0 0 0 0% 100%
7.1-10.1 Large 180 - 256 0 0 0 0% 100%
10.1-14.3 Small 256 - 362 0 0 0 0% 100%
14.3 - 20 Small 362 - 512 0 0 0 0% 100%
20 - 40 Medium 512 - 1024 0 0 0 0% 100%
40 - 80 Lr - Very Lf 1024 - 2048 :::::: 0 0 0 0% 100%
Bedrock ::::: BDRK::::: 0 0 0 0% 100%
Totals 109 0 109 100% 1000/-
Particle Size Distribution Sample #1
d
E
7
U_
c
m
t
F
iu
E
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60% +
50% +
40% +
30% 4-
20% -1-
10% +-
0% 4-
0.1
10 100
Particle Size - Millimeter
1000
PEBBLE COUNT
Project: Little Beaver Creek Monitoring MY2 Date: 11/20/2008
Location: Cross Section #8
Particle Counts
Inches Particle Millimeter Riffles Pools Total No. Item % % Cumulative
Silt/Clay < 0.062 :::::::S/C:::::: 17 0 17 15% 15%
Very Fine .062-.125 12 0 12 11% 26%
Fine .125-.25 11 0 11 10% 36%
Medium .25-.50 8 0 8 7% 43%
Coarse .50-1.0 10 0 10 9% 52%
.04 -.08 Very Coarse 1.0-2.0 5 0 5 5% 57%
.08-.16 Very Fine 2.0-4.0 10 0 10 9% 66%
.16-.22 Fine 4.0-5.7 8 0 8 7% 73%
.22-.31 Fine 5.7-8.0 12 0 12 11% 84%
.31-.44 Medium 8.0-11.3 6 0 6 5% 89%
.44-.63 Medium 11.3-16.0 0 0 0 0% 89%
.63-.89 Coarse 16.0-22.6 E 0 0 0 0% 89%
.89-1.26 Coarse 22.6-32.0 0 0 0 0% 89%
1.26 - 1.77 Very Coarse 32.0-45.0 0 0 0 0% 89%
1.77-2.5 Very Coarse 45.0-64.0 5 0 5 5% 94%
2.5-3.5 Small 64 - 90 0 0 0 0% 94%
3.5-5.0 Small 90 - 128 0 0 0 0% 94%
5.0-7.1 Large 128 - 180 B::::::::::: 0 0 0 0% 94%
7.1-10.1 Large 180 - 256 0 0 0 0% 94%
10.1-14.3 Small 256 - 362 ::;:B::;::::: 0 0 0 0% 94%
14.3 - 20 Small 362 - 512 0 0 0 0% 94%
20 - 40 Medium 512 - 1024 0 0 0 0% 94%
40 - 80 Lr - Very Lr 1024 - 2048 0 0 0 0% 94%
Bedrock BDf I :::::
............. 7 0 7 6% 100%
Totals 111 0 111 100% 100%
Particle Size Distribution Sample #1
100%

90% --
a Br
80% - --
- ---- -
70%
60%
U
50%
c
L 40%
F
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30%
c
LL 20%
e
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0%

0.1 1 10 100 1000
Particle Size - Millimeter
Appendix C.
1. Wetland Raw Data

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-Gauge 4 --12 inches below soil surface ---Apex Precipitation

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-Gauge 5 - 12 inches below soil surface -----Apex Precipitation
Little Beaver Creek-Gauge 6
10 4
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growing season 3
L -10 ending
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30 growing season °
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-Gauge 6 -12 inches below soil surface ----Apex Precipitation
Little Beaver Creek-Gauge 7
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-Gauge 7 - 12 inches below soil surface -ApexPrecipitation

12 aches below soil surface
' 65 days €
Beginning of ? 75 days (28% of grow ing season)
growing season (33%of growing season)
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grow ing season

Little Beaver Creek-Gauge 8
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- Gauge 8 12 inches below soil surface -- Apex Precipitation
Little Beaver Creek-Gauge 9
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- Gauge 9 12 inches below soil surface - Apex Precipitation