20050409 Ver 1_Year 3 Monitoring Report_20110401

d -010q
East Tarboro Canal Stream Restoration Project
Edgecombe County
North Carolina
EEP Project No 123
CU 03020103
SCO# 030603101
Year 3 of 5 Monitoring Report
Data Collection May through October 2010
Submission Date March 31, 2011
Prepared for
r~
E 1 t
ritoak"
North Carolina Department of Environment and Natural Resources
Ecosystem Enhancement Program
Parker Lincoln Building
2728 Capital Boulevard, Suite 1H -103 RECEIVED
Raleigh, NC 27606 APR 1 2011
NC ECOSYSTEM
ENHANCEMENT PROGRAM

East Tarboro Canal Stream Restoration Project
Edgecombe County
North Carolina
EEP Project No 123
CU 03020103
SCO# 030603101
Year 3 of 5 Monitoring Report
Data Collection May through October 2010
Submission Date March 31, 2011
Prepared by
F m
AL =1
Rummel, Klepper & Kahl, LLP
900 Ridgefield Drive
Suite 350
Raleigh, NC 27609

2 0 Table of Contents
10 Title Page
2 0 Table of Contents
3 0 Executive Summary/Project Abstract
4 0 Methodology
5 0 References
6 0 Project Condition and Monitoring Data Appendices
Appendix A Project Vicinity Map and Background Tables
Appendix B Visual Assessment Data
Appendix C Vegetation Plot Data
Appendix D Stream Survey Data
Appendix E Hydrologic Data
East Tarboro Canal Stream Restoration Project — EEP No 123
March 31 2011 Momtormg Year 3 of 5
ii
1

30 EXECUTIVE SUMMARYIPROJECT ABSTRACT
Project goals and objectives for the East Tarboro Canal stream restoration project included
Project goals are
• Provide a stable stream channel that neither aggrades nor degrades while maintaining
its dimension, pattern, and profile with the capacity to transport its watershed's water
and sediment load
Improve water quality and reduce erosion
Improve aquatic habitat with the use of natural material stabilization structures such
as root wads, rock vanes, woody debris, and a riparian buffer
Provide a native stream buffer that will increase bank stability, improve wildlife
habitat, and eliminate or reduce exotic invasive plant infestations and increase the
aesthetic value by transforming the unvegetated ditch into a function stream buffer
While project objectives included
• Restore approximately 2,900 linear feet of East Tarboro Canal
• Restore the natural riparian buffer
• Construct a new floodplam at a lower elevation
Thirteen (13) permanent vegetation plots were established and used in annual vegetation monitoring The
vegetative success criteria are based on the US Army Corps of Engineers Stream Mitigation Guidelines
(USACE 2003) that require 260 stems per acre after five (5) years for stream restoration and 320 stems
per acre after five (5) years for buffer restoration Planted areas on Reach 2 are being monitored for
Riparian Buffer Restoration (RBR) assets This site was instituted prior to October 2007 and, therefore,
will generate RBR credit within the conservation easement where planted hardwood stem density
requirements are met and a minimum of 50' and a maximum of 200' from top of bank There is 9 6 acres
that are eligible for RBR credit if density requirements are met Currently, the site is not meeting the
minimum success requirements for neither the stream restoration planting or buffer restoration planting
accruing 250 stems per acre overall Monitoring for 2010 revealed that vegetation plots VP2, VP4, VP6
VP8, VP 10, VP 12, and VP 13 fall below the minimum success requirements for stream restoration and no
plots were successful for RBR VP1 along with Reach 1 have been removed from the project
conservation easement has been lifted, and the property has been returned to the Town of Tarboro Areas
along Reach 2 have been subject to beaver impacts resulting in the loss of planted stems The beaver
infestation has caused damage within plots VP2 VP4 VP8 and VP 10 Vegetation plots VP3 VP5 VP7
VP9 and VP11 meet or exceed minimum success requirements Vegetation plot locations are identified in
Figure 2 East Tarboro Canal Stream Restoration Project is scheduled for supplemental planting during
February 2011
The majority of the stream is functioning well and holding grade while maintaining bedform features
Overall the project is performing adequately However, the stream has two areas of concern that require
immediate repair Channel dimension and pattern are similar to as -built conditions with the exception of
the structure failure at station 21 +50 and the section of stream that has been rerouted between Station
11 +00 and 13 +00 both identified on Figure 2 The section of stream that has been rerouted is due to
beaver activity and sediment accumulation in the constructed channel The rerouted section now flows
through the created wetland depression located to the east of VP 2 on Figure 2 The problems associated
with beaver infestation have been reported to EEP and remedial action is underway Bankfull events have
been recorded onsite during 2010 and can be viewed in Appendix E (Reach 1 was removed from
monitoring for 2010 Monitoring Year 3)
East Tarboro Canal Stream Restoration Project — EEP No 123
March 31, 2011 Monitonng Year 3 of 5

Wetland restoration or enhancement was not a part of the East Tarboro Canal Stream Restoration Site
Therefore, no wetland monitoring is required
Summary information/data related to the occurrence of items such as beaver or encroachment and
statistics related to performance of various project and monitoring elements can be found in the tables and
figures in the report appendices Narrative background and supporting information formerly found in
these reports can be found in the mitigation and restoration plan documents available on EEP s website
All raw data supporting the tables and figures in the appendices is available from EEP upon request
40 METHODOLOGY
Stream monitoring was completed by utilizing total station survey along with Rosgen Level II techniques
to determine stream stability and performance The annual cross - sectional survey included points
surveyed at breaks in slope, bankfull, inner berm, edge of water, and thalweg, if the features were present
Longitudinal profile survey was conducted for the entire length of the restored channel for Reach 2
Measurements included thalweg, water surface, and bankfull All surveys were complete using existing
onsite benchmarks
Vegetative sample plots were quantitatively monitored during the first growing season Twelve (12)
100m2 plots are used for monitoring For Monitoring Year 3, 2010, Reach 2 (VP2- VP 13) were sampled
Species composition, density, vigor and survival were monitored Each plot corner is permanently located
with rebar Year 3 vegetation monitoring was completed in October 2010 utilizing the Carolina
Vegetation Survey (CVS) — EEP protocol Level 1 (version 4 1) Baseline data provided was not
completed utilizing the CVS -EEP protocol, therefore some data will be skewed
Photo monitoring was conducted by walking each stream reach and taking photos at each predetermined
photo point location using a digital camera
5 0 References
USACOE (2003) Stream Mitigation Guidelines USACOE, USEPA, NCWRC, NCDENR-
DWQ
USACOE (1987) Corps of Engineers Wetlands Delineation Manual Tech report Y -87 -1
AD /A 176
Rosgen, D L (1996) Applied Raver Morphology Wildland Hydrology books, Pagosa Springs,
CO
Lee, M T, R K Peet, S D Roberts, T R Wentworth (2006) CVS -EEP Protocol for Recording
Vegetation Version 4 0
6 0 Protect Condition and Monitoring Data Appendices
2
East Tarboro Canal Stream Restoration Project — EEP No 123
March 31, 2011 Monitoring Year 3 of 5

APPENDIX A

Source: U5(36 Uuadrangle, larooro, NU
Directions to site: From Raleigh take US 64 east to exit 486 (Hwy 258). j.
Take to intersection with S. Main St and turn left. Take S. Main St
north across the Tar River and to the intersection with Martin Luther
Kin 9
Jr. Drive. Turn right on Battle Ave and take to dead end. '�
Reach 1 of project occurs at dead end. If travelling to Reach 2,
cross the Tar River on S. Main St to intersection with E. St. James St. mo
Turn right on E. St. james St and take to intersection with
E. Tarboro Canal (Immediately past Intersection with Oakland St.) \. r
gec�u�e
U
•� 1 / 5 'Y \1 Q � \1 � t � J f
4 I `n I53� r f i
Reach 1*
•��` ;�, a� �` �` Reach 2
V 10
te
Golf
1 ti 1 N• �
` p
> Course
5 ca
g
'Reach 1 and all Reach 1 assets have been removed from the
East Tarboro Canal Stream Restoration Project. / 0 8>licy :;:,i•��s "� ��
HALIFAX c N
I
nIRocky: W E
.�
4,"1rMount? Tarboro C.
pat SH 4 7,P,RT1N
EDGECOMBE 0 >�i�j 1�1 ITlellt
`` Feet
"Q6 . ilson c PITT "00A AM
0 2,000 4,000
FIGURE 1
+- T
Site Location Map
— 1- East Tarboro Canal Stream Restoration Project
EEP No. 123
Edgecombe County, North Carolina
February 2011

Table 1. Project Components and Mitigation Credits
East Tarboro Canal, EEP No. 123
Mitigation Credits
Data
Collection
Complete
Stream
(LF)
Riparian
Wetland
(acres)
Non- Riparian
Wetland
(acres)
Buffer
Nitrogen
Nutrient
Offset
Phosphorous
Nutrient Offset
Type
R
RE
R
RE
R
RE
Permanent seed mix applied to entire project area
Jan 2007
Jan 2007
Totals
2,989
Jan 2007
Mitigation Plan / As -built (Year 0 Monitoring - baseline)
Aril 2007
June 2007
Year 1 Monitoring
418,176 s . ft.
Jan 2009
Year 2 Monitoring
Project Components
Project
Component
Stationing/Location
Existing
Footage /Acreage
Approach
Restoration or
Restoration
Equivalent
Restoration
Footage or
Acreage
Mitigation
Ratio
Reach 2
10 +00 to 39 +89
NA
Priority 2
NA
2989
1:1
Component Summation
Restoration Level
Stream (Linear Feet)
Riparian Wetland
(acres)
Non - riparian
Wetland (acres)
Buffer
(acres)
Upland
(acres)
Restoration
2,989
418,176 sq. ft
Table 2. Project Activity and Reporting History
East Tarboro Canal Stream Restoration - EEP Project No. 123
Activity or Report
Data
Collection
Complete
Actual Completion
or Delivery
Restoration Plan
NA
January 2005
Final Design - 90%
NA
May 2005
Construction
Jan 2007
February 2007
Temporary S &E mix applied to entire project area
Jan 2007
Jan 2007
Permanent seed mix applied to entire project area
Jan 2007
Jan 2007
Containerized and B &B plantings
Jan 2007
Jan 2007
Mitigation Plan / As -built (Year 0 Monitoring - baseline)
Aril 2007
June 2007
Year 1 Monitoring
Nov 2008
Jan 2009
Year 2 Monitoring
Oct 2009
Nov 2009
Year 3 Monitoring
Oct 2010
Nov 2010
Supplemental Planting
February 2011
Year 4 Monitoring
NA
NA
Year 5 Monitoring
NA
NA
East Tarboro Canal Stream Restoration Project — EEP No. 123 Appendix A
March 31, 2011 - Monitoring Year 3 of 5

0
0
C
C
C
O
C`
O
C
0
C
C
0
O
O
O
O
0
O
O
O
O
O
O
0
C
C
0
0
0
0
0
0
0
C
O
O
Table 3 Protect Contacts Table
East Tarboro Canal Stream Restoration - EEP Project No 123
Designer
Earth Tech
701 Corporate Center Drive
Suite 475
Primary project design POC
Raleigh NC 27607
Construction Contractor
Shamrock Environmental Corporation
P O Box 14987
Greensboro NC 27415
Construction contractor POC
Mike Granson 336) 375 1989
Planting Contractor
Shamrock Environmental Corporation
P O Box 14987
Greensboro NC 27415
Planting Contractor POC
Mike Granson 336 375 1989
Seeding Contractor
Shamrock Environmental Corporation
P O Box 14987
Greensboro NC 27415
Seeding Contractor POC
Mike Granson 336 375 1989
Seed Mix Sources
contact Shamrock Environmental Corporation
Mellow Marsh Farm
1312 Woody Store Road
Siler City NC 27344
Nursery Stock Suppliers
919 742 1200
Monitoring Performers
Rummel Klepper and Kahl LLP
(MY1 MY2 MY3)
900 Ridgefield Drive Suite 250
Raleigh NC 27609
Stream Monitoring POC
Pete Stafford [phone]
Vegetation Monitoring POC
Pete Stafford [phone]
Wetland Monitoring POC
NA
East Tarboro Canal Stream Restoration Project — EEP No 123
March 31 2011 Monitoring Year 3 of 5
Appendix A

Table 4 Protect Baseline Information and Attributes
East Tarboro Canal Restoration Site - EEP Project No 123
Project Information
Project Name
East Tarboro Canal
Project County
Edgecombe
Project Area
N/A
Project Coordinates (Lat and Lon)
35 907617 77 5217
Project Watershed Summ ry Information
Physiographic Region
Coastal Plain
River Basin
Tar
USGS HUC 8 Digit 03020103
USGS HUC 14 Digit 03020103010010
NCDWQ Subbasm
030303
Project Drainage Area
2 78 sq mi
Project Drainage impervious cover estimate ( %)
10 percent
CGIA Land Use Classification
Reach Summary
Information
Parameters
Reach 2
Length of Reach
2 989 LF
Valley Classification
N/A
Drainage Area
2 78 sq mi
NCDWQ Stream Identification Score
NCDWQ Water Quality Classification
East Tarboro Canal C NSW
Morphological Description (stream e)
C5
Evolution Trend
N/A
Underlying Mapped Soils
Roanoke (Ro)
Drainage Class
Poorly Drained
Soil H dric Status
H dnc A
Sloe
00179
FEMA Classification
Zone AE
Native Vegetation Community
N/A
Percent Composition Exotic Invasive Vegetation
N/A
Wetland Summary
Information
There are no delineated or restored wetlands as part of this project
Regulatory Considerations
Regulation
Applicable9
Resolved9
Supporting
Documentation
Waters of the United States — Section 404
Yes
Yes
Upon Request
Waters of the United States — Section 401
Yes
Yes
Upon Request
Endangered Species Act
Yes
Yes
Upon Request
Historic Preservation Act
Yes
Yes
Upon Request
Coastal Zone Management Act (CZMA)
Coastal Area Management Act (CAMA )
No
FEMA Flood lam Compliance
Yes
Yes
Upon Request
Essential Fisheries Habitat
No
East Tarboro Canal Stream Restoration Project — EEP No 123
March 31 2011 Monitoring Year 3 of 5
Appendix A

APPENDIX B

00000000000 '-""OOOOOOOOOOOOOC; ,)��'�C�C����'�C;'��O
Table 5 - Visual Stream Morphological Stability Assessment
Reach ID - Reach 2
Assessed Length — 2989 LIT
East Tarboro Canal Stream Restoration Project — EEP No 123 Appendix E
March 31 2011 — Monitoring Year 3 of 5

Table 6 — Vegetation Condition Assessment
Planted Acreage - NA
Vegetation Category
Definitions
Mapping Threshold
CCPV Depiction
Number of Polygons
Combined Acreage
% of Planted Acreage
1 Bare Areas
Very Limited Cover of
No bare areas located
NA
NA
NA
No bare areas located
both woody and
onsite
onsite
herbaceous material
2 Low Stem Density
Woody stem densities
100 m 0 0247 acre
RED
7
17 acre
N/A
Areas
clearly below target
levels based on MY3 4
or 5 stem count criteria
{
3 Areas of Poor
Areas with woody stems
100 m 0 0247 acre
RED
7
17 acre
N/A
Growth Rates or Vigor
of a size class that are
obviously small given the
monitoring ear
�:,{
i`�Lv.=C�°fit
"' I tI II - T� 1 -i�
�k��d� 'dq UiCF't"��Y v.a � .. a a-a `• ""`r�4` � �'La �T' h`e$z#"a�n 3'x`4
East Tarboro Canal Stream Restoration Project — EEP No 123
March 31 2011 — Monitoring Year 3 of 5
Appendix B
0000000000000000000000000000000000000000000o

Stream Photo Station Photos (all photos recorded on October 19, 2010)
Photo Station 5. Beginning of Reach 2 Downstream
Photo Station 6. Beginning of Reach 2 Upstream
East Tarboro Canal Stream Restoration Site — EEP No. 123 Photos recorded on October 19, 2010
March 31, 2011 — Monitoring Year 3 of 5 Appendix B

Photo Station 7. Wilson Street Crossing Upstream
Photo Station 8. Wilson Street Crossing — Downstream
East Tarboro Canal Stream Restoration Site — EEP No. 123 Photos recorded on October 19, 2010
March 31, 2011 — Monitoring Year 3 of 5 Appendix B

Photo Station 9. Culvert Upstream
Photo Station 10. Pool Culvert Downstream
East Tarboro Canal Stream Restoration Site — EEP No. 123 Photos recorded on October 19, 2010
March 31, 2011— Monitoring Year 3 of 5 Appendix B

Photo Station 11. Reach 2 End of Project
East Tarboro Canal Stream Restoration Site — EEP No. 123 Photos recorded on October 19, 2010
March 31, 2011 — Monitoring Year 3 of 5 Appendix B

All photos recorded on October 19, 2010
Vegetation Plot Photos (all photos recorded on October 19, 2010)
LM
Vegetation Plot 2
Vegetation Plot 3
East Tarboro Canal Stream Restoration Project — EEP No. 123 Photos recorded on October 19, 2010
March 31, 2011 - Monitoring Year 3 of 5 Appendix B

All photos recorded on October 19, 2010
Vegetation Plot 4
Vegetation Plot 5
East Tarboro Canal Stream Restoration Project — EEP No. 123 Photos recorded on October 19, 2010
March 31, 2011 - Monitoring Year 3 of 5 Appendix B

All photos recorded on October 19, 2010
�.9 a
Vegetation Plot 6
Vegetation Plot 7
East Tarboro Canal Stream Restoration Project — EEP No. 123 Photos recorded on October 19, 2010
March 31, 2011 - Monitoring Year 3 of 5 Appendix B

All photos recorded on October 19, 2010
Vegetation Plot 8
Vegetation Plot 9
East Tarboro Canal Stream Restoration Project — EEP No. 123 Photos recorded on October 19, 2010
March 31, 2011 - Monitoring Year 3 of 5 Appendix B

All photos recorded on October 19, 2010
Vegetation Plot 10
Vegetation Plot 11
East Tarboro Canal Stream Restoration Project — EEP No. 123 Photos recorded on October 19, 2010
March 31, 2011 - Monitoring Year 3 of 5 Appendix B

All photos recorded on October 19, 2010
Vegetation Plot 12
Vegetation Plot 13
East Tarboro Canal Stream Restoration Project — EEP No. 123 Photos recorded on October 19, 2010
March 31, 2011 - Monitoring Year 3 of 5 Appendix B

APPENDIX C

C
C
C
C�
C)
C
0
C
C
C
0
Table 7 Vegetation Plot Criteria Attainment
Stream Criteria
Tract
Vegetation Plot
ID
Vegetation Survival Threshold Mete
Tract Mean
Reach 1*
VP1*
Did not Monitor for 2010*
NA
Reach 2
VP2
N
42%
Reach 2
VP3
Y
Reach 2
VP4
N
Reach 2
VP5
Y
Reach 2
VP6
N
Reach 2
VP7
Y
Reach 2
VP8
N
Reach 2
V119
Y
Reach 2
VP10
N
Reach 2
VP11
Y
Reach 2
VP12
N
Reach 2
VP13
N
*Reach 1 and all Reach I assets have been removed from the East Tarboro Canal Stream Restoration Project
Table 7a Vegetation Plot Criteria Attainment
Buffer Criteria
Tract
Vegetation Plot
ID
Vegetation Survival Threshold Met9
Tract Mean
Reach 1*
VP1*
Did not Momtor for 2010*
NA
Reach 2
VP2
N
16%
Reach 2
VP3
N
Reach 2
VP4
N
Reach 2
VP5
N
Reach 2
VP6
N
Reach 2
VP7
N
Reach 2
VP8
N
Reach 2
V139
N
Reach 2
VP10
N
Reach 2
VP11
N
Reach 2
VP12
N
Reach 2
VP13
N
*Reach I and all Reach I assets have been removed from the East Tarboro Canal Stream Restoration Project
East Tarboro Canal Stream Restoration Project EEP
March 31 2011— Monitoring Year 3 of 5
Appendix C

Table 8 CVS Vegetation Plot Metadata
East Tarboro Canal EEP No 123
Report Prepared By
William Pete Stafford
Date Prepared
11/4/2010 10 49
Database Name
EastTarboroCanal mdb
Database Location
C \Documents and Settm s\ stafford\Deskto \CVS Veg Data
Computer Name
STAFFORDP
Description Worksheets In1hispocumentv, y
Metadata
Description of database file the report worksheets and a
summary of project(s) and project data
Prol planted
Each project is listed with its PLANTED stems per acre for
each year This excludes live stakes
Proj total stems
Each probed is listed with its TOTAL stems per acre for each
year This includes live stakes all planted stems and all
natural/volunteer stems
Plots
List of plots surveyed with location and summary data (live
stems dead stems missing etc
Vigor
Frequency distribution of vigor classes for stems for all plots
Vigor b Spp
Fre uenc distribution of vigor classes listed by cies
Damage
List of most frequent damage classes with number of
occurrences and percent of total stems impacted by each
Damage by Spp
Damage values tallied by type for each species
Damage by Plot
Damage values tallied by e for each plot
Planted Stems by Plot and Spp
A matrix of the count of PLANTED living stems of each
species for each plot dead and missing stems are excluded
Protect Summary °
Project Code
123
Project Name
East Tarboro Canal
Description
Stream Restoration Project
River Basin
Tar Pamlico
Length(ft)
2933
Stream to edge width ft
Areas m
Required Plots calculated
East Tarboro Canal Stream Restoration Project EEP Appendix C
March 31 2011— Monitoring Year 3 of 5

Table 9 - Planted and Total Counts (Species by Plot with Annual Means)
CURRENT DATA (MY3 2010)
Plot 1 ** Plot 2 Plot 3 Plot 4 Plot 5 Plot 6 Plot 7 Plot 8 Plot 9 Plot 10 Plot 11 Plot 12 Plot 13
ANNUAL MEANS
Current Mean
MY2 (2009)
MY1 (2008
AB (2007) * **
Scientific Name
Common Name
Type
P
T
P IT
P IT
IP
T IP
T
P
IT
P IT
P
T
P
T IP
IT
P
T
P
T
IP
T
P
T
P
T
P
T
IP
IT
Alnus serrulato
Tag Alder
Shrub
1
1
1
1
2
2
2
3
2
1
Betula nigra
River Birch
Tree
2
11
2
1
2
2
2
2
Cornus amomum
Silky Dogwood
Tree
1
5
1
5
5
5
0
Cornus flonda
Dogwood
Tree
1
1
1
1
2
1
1
1
1
Fraxinus pennsy/vanica
Green Ash
Tree
3
1
2
1
2
1
1
1
1
1
1
3
10
3
31
3
2
Hamomelis
Witch Hazel
Shrub
1,
1
1
1
11
1
0
Itea virgrnica
Sweetspire
Shrub
1
1
1
1
2
1
5
3
5
12
5
3
Myrnco sp
Wax Myrtle
Shrub
3
3
3
1
11
1
2
2
2
2
2
2
2
21
13
21
1
21
13
Nyssa biflora
Black Gum
Tree
3
2
2
3
3
1
1
1
10
6
10
13
10
8
Quercus laurifolia
Laurel Oak
Tree
1
2
1
1
1
3
1
3
1
3
3
Quercus lyrata
Overcup Oak
Tree
1
1
2
1
31
1
4
1
1
Quercus pagoda
Cherrybark Oak
Tree
A
2
2
1
1
4
4
7
7
7
8
7
7
Quercus palustris
Pin Oak
Tree
An
1
1
2
2
2
1
2
2
Quercus phellos
Willow Oak
Tree
Elm
1 2
2
4
2
4
2
4
2
Rosa palustrns
Swamp Rose
Shrub
will
1
1
1
1 1
2
1
1
1
1 1
1
1
1
1
7
6
7
4
7
7
Salix carohniana
Willow
Tree
11
W
4
4
1
1 4
4
4
4
4
4
Taxodwm distichum
Bald Cypress
Tree
%
1
1
1 1
1
1
1
1
1
Unknown
2
3
1
1
4
2
6
4
1
6
5
4
8
5
1
47
6
47
14
47
47
Viburnumsp
Viburnum
Shrub
21
1
1
1
2
2
1
1
11
1
1
1
1 4
Plot Area (acres)
0 025
0 025
1 0 025
0 025
1 0 025
0 025
0 025
0 025
0 025
0 025
1 0 025
1 0 025
0 025
Species Count
0
4
2
4
5
5
2
5
3
41
4
4
7
3
2
4
4
5
5
5
4
1
6
2
5
18
19
18
18
18
18
Stream Restoration Criteria
Stem Count
0
8
4
7
8
10
2
12
8
6
5
10
9
6
2
9
9
11
6
11
9
10
7
9
6
113
75
113
80
113
113
Stems /Acre
0
320
160
280
320
400
80
480
320
240
200
400
360
240
80
360
360
440
240
440
360
400
280
360
240
363
250
363
320
230
363
Species Count
0
1
1
3
3
2
0
3
3
1
2
2
4
1
1
2
3
2
3
2
1
0
1
1
3
12
12
12
10
12
12
Buffer Restoration Criteria
Stem Count
1
0
1
1
2
6
5
0
7
8
1
2
2
61
1
1
7
8
2
3
2
21
0
1
2
2
331
40
33
39
32
33
Stems /Acre
I
1 01
401
401
801
2401
2001
0
280
1 320
40
801
801
2401
401
40
2801
3201
801
1201
801
801
01
40
80
80
1101
133
110
172
107
110
*Bolded tree species are counted toward riparian bugger success criteria
* *Reach 1 and all Reach 1 assets have been removed from the East Tarboro Canal Stream Restoration Project
* * *MY1 Data used for Baseline
ti East Tarboro Canal Stream Restoration Project EEP No 123
March 31 2011 Monitoring year 3 of 5 Appendix C

APPENDIX D

Project Nsme East Tarboro Caml
Watershed Mill Creek, MY3
PPhoto of CroasSecNoa M6 - LooW.g
cross edlo. d
S
Downstream
Drainage Arm NA
Uatr May -10
c .... Tun, Stoll rd
ma
Sins Dan
Picnne Tskm October 19 2010
Act -6.1111 Smvey
200B
2009
2010
2011
2012
Bankfull Elvb
11.94
ArB.Bt S.rvey
2008 S.rvey
2009 Survey
2010
sm y
2011 Svsr.
2012 S.-.7
BF Area
27.2
staao. Fwatba `fete.
Stnba
Bkntln N.tx
Sba..
Fw.tb. Nan
Suam
r2 d- N..
steo.a FW.tbn Notr.
Sienoa Fw.O.a Nate.
BF Width
35.8
0.00 36.45 LPIN
0.00
36.32
0.00
36.35
0.00
36.50
Flood P... El,
37.51
20.00 36.30
25.08
36.14
22.07
36.27
29.01
35.97
Flood Prom Width
101
35.00 35.94 BKF
38.26
35.74
38.88
35.68
39.47
35.76
Max Dcpth
1.9
40.00 35.67
45.82
35.29
42.86
35.35
44.32
35.32
Moan Depth
0.B
47.00 35.04
52.03
34.49
45.30
3525
47.88
34.96
W/DRam,
47
48.40 34.65
57.78
34.33
48.03
34.92
51.39
34.26
I:R
2.11
49.50 34.63 LEW
59.72
34.73
50.69
34.52
52.41
34.14
nook nei t Ratio
49.80 34.49
62.08
35.58
52.16
34.46
53.08
34.07
St TyN
C5
50.80 34.19 TW
63.97
35.99
52.77
34.70
56.47
34.36
52.00 34.22
68.53
36.35
55.50
34.74
59.56
34.95
55.00 34.30
94.15
36.33
59.02
34.84
63.27
35.25
57.60 34.27
116.05
35.92
62.67
35.27
64.78
35.66
58.60 34.54
65.29
35.83
67.95
36.28
58.60 34.64 REW
68.58
36.43
70.94
36.35
59.00 34.87
86.79
36.35
83.20
36.28
60.90 35.07
100.38
36444
101.03
36.40
67.00 36.27
69.00 36.36
80.00 36.39
100.00 36.54 RPIN
East Tarboro Canal 2010
Cross Section 6 - Reach 2
40.00
39.00
38.00
- - -
- - - -
- -
- - - - -
- -
- - -
- - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - -
37.00
a
0
W 36.00
m
rW 35.00
34.00
33.00
0.00
10.00
20.00
30.00
40.00 50.00 60.00 70.00
80.00 90.00 100.00 110.00 120.00
Distance (feet)
-2010 Survey -2009 Survey
2008 Survey -As -Built - Baseline Bankfull Monitoring Datum Flood Prone Area
East Tarboro Canal Stream Restoration Project - EEP No. 123
March 3l, 2011 -Monitoring Ycar 3 of 5 - %pp-d" D

INvine faa TarEom C.-I
sued Mill Creek, MY7
Section 7
.ge Aro NA
May -10
As -Built S.-y
2008
2009
Cross Section 7 - Reach 2
2010
As -Built
Survey
2008 Survey
2809 Sareey
2010
Survey
Slvtiov
EkvOls, Noln
Sl.lka
Ekv.aov Note.
Sl.11vv
etevvdm Nat.
Slvtk,
E Oim Nvtev
0.00
37.79 LPIN
0.00
37.79
0.00
37.63
0.00
37.45
3.00
37.65
12.00
36.02
2.53
37.53
4.47
37.11
14.80
35.73
38.87
36.45
14.64
35.63
11.49
35.72
22.00
35.83
42.91
35.76
26.68
36.02
14.66
35.54
32.00
36.46
46.03
34.92
36.11
36.13
26.67
35.83
37.00
36.39
49.94
32.08
40.69
36.53
36.11
35.94
40.50
36.77
52.84
33.91
43.26
35.89
43.36
35.99
43.00
36.24
53.48
34.38
44.70
35.44
46.24
32.77
45.20
35.57
56.17
34.94
48.57
32.17
48.41
32.45
46.60
34.43 LEW
61.09
35.45
53.95
34.40
50.59
32.66
46.90
32.79
70.47
35.99
55.15
34.52
53.74
33.37
48.00
32.60 TIN
100.00
36.26
57.45
34.88
54.40
33.69
49.00
32.75
60.11
35.27
55.69
34.64
51.00
33.06
64.10
35.63
59.63
34.92
52.00
33.33
72.13
35.90
63.34
35.63
52.60
33.81
100.66
36.04
97.87
35.84
54.10
34.41 REW
101.81
36.13
57.00
35.25
66.00
36.10 BKF
80.00
36.17
90.00
36.07
100.00
36.26 RPIN
2011 2013
3011 Survey 2012 Survey
il.lina E-fie. Note tilviin. -OW. N.-
Photo of Cross - Section N7 - Looking
Upstream
East Tarboro Canal Stream Restoration Project - EEP No. 123
March 31, 2011 -Monitoring Year 3 of 5 Appendix D
East Tarboro Canal 2010
Cross Section 7 - Reach 2
41.00
40.00
39.00
- -
38.00
37.00
36.00
35.00
a.
34.00
r�
33.00
ZZ
32.00
31.00
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00 110.00 120.00
Distance (feet)
+2010 Survey -2009 Survey -2008 Survey -As -Built - Baseline Bankfull Monitoring Datum - Flood Prone Area
East Tarboro Canal Stream Restoration Project - EEP No. 123
March 31, 2011 -Monitoring Year 3 of 5 Appendix D

d Mill Cmek, MY3
tion 8
Ar NA
Msy -10
TA- October 19 2010
As -Beilt Survey
2008
2009
1010
2011
1011
A,Hutlt Survey
2008 Survey
2009 Survey
2010 Survey
2011 Survey
2011 Survey
M. v-- Neln
Sletbe F:bvetbo ISolev
Snllon F:l -ioe Nan
Sntlnr K: 111m Nnln
Sntlae F.levnbs Not"
Snllm F.kvnbs NOln
0.00 36.03 LPIN
0.00 35.76
0.00 35.74
0.00 35.65
20.00 36.02
27.39 35.90
13.34 35.73
11.42 35.59
34.00 36.02
40.41 35.77
34.02 35.98
31.83 35.68
39.00 35.92
44.41 34.53
41.21 35.24
40.20 35.40
40.00 35.88
46.63 33.80
44.22 34.27
43.06 34.80
42.00 35.56
48.09 32.65
47.75 32.68
44.75 34.30
44.80 34.47 LEW
52.77 34.69
50.42 34.23
44.95 33.56
45.40 33.71
53.36 34.95
51.31 34.48
45.52 33.12
46.00 33.52
55.78 35.28
55.22 35.63
48.07 32.62
48.00 33.38 TW
56.84 35.66
63.30 36.00
48.79 32.90
50.20 33.46
63.32 36.38
74.01 36.86
50.29 33.56
50.50 33.66
75.55 36.82
50.71 33.23
51.00 34.35
51.14 33.95
51.50 34.47 REW
51.71 34.46
56.60 35.98 BKF
52.18 34.58
64.00 36.20
53.70 34.97
66.00 36.39
57.93 35.80
75.00 37.18 RPIN
65.67 36.05
74.45 36.78
Photo of Crors- Section #8 - Looking
Upstream
East Tarboro Canal 2010
Cross Section 8 - Reach 2
42.00 - - -
41.00
40.00
39.00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i
38.00
0 37.00
i 36.00
35.00
34.00
33.00
32.00
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00
Distance (feet)
+-2010 Survey -2009 Survey 2008 Survey -As -Built - Baseline Bankfull Monitoring Datum - Flood Prone Area
East Tarboro Canal Stream Rcstoretion Proicct - EEP No. 123
March 31, 2011 -Monitoring Ycar 3 of 5 Appendix D

of art N. East Tarboro Can
a: ­had Mill Creek. MY3
st leer!.. 9
rain.8e Are. NA
arc May -10
n.. Tort. Stafford
Ar Bdlt Survey
AsBrdlt Survey
+iut EN T4.1. w0.00 34.41 LPIN
20.00 34.44
37.00 34.39
42.00 34.61
45.00 35.08
47.00 34.51
48.20 34.00
49.20 32.08 LEW
51.00 31.03 TW
51.80 31.10
53.10 31.71
54.50 31.73
55.00 32.08 REW
58.00 32.74
63.00 34.00
67.00 34.24 BKF
80.00 34.07
90.00 34.10
100.00 34.25
101.40 34.25 RPIN
2008
2008 Survey
St.d.. EN N..
0.00 34.40
31.81 34.84
38.72 34.32
39.90 33.24
54.34 30.37
57.17 32.15
58.59 33.23
60.90 33.91
65.70 34.41
76.79 34.12
99.09 34.35
2009
2009 Survey
Sbd.. M Nan
0.00 34.22
10.00 34.22
34.76 34.19
50.10 30.60
54.90 32.61
55.85 32.99
58.96 33.90
65.41 34.26
77.54 34.01
97.90 34.21
2010
2010 Survey
Stud.. Elv Nan
0.00 34.37
36.60 34.72
38.71 34.04
42.51 30.83
44.18 29.53
51.94 30.94
64.41 33.40
56.98 33.59
59.22 34.40
76.82 34.16
90.46 34.32
98.99 34.49
2011 1 2012
2011 Survey 2012 Survey
Sntb. Eh N.tn SnOev Uv N.
October 19 2010
Photo of Crmi,"eetio0 09 - Lookiog
Downstream
East Tarboro Canal Stream Restoration Project - EEP No. 123
March 3 L 2011 -Monitoring Year 3 of 5 Appendix D
East Tarboro Canal 2010
Cross Section 9 - Reach 2
40.00
- - -- -- --
38.00
--------------------------------------------------------------
36.00
°0
34.00
- -- - - - --
rr
w
a
32.00
30.00
28.00
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00 110.00 120.00
Distance (feet)
+2010 Survey -2009 Survey -2008 Survey -As -Built - Baseline Bankfu0 Monitoring Datum - Flood Prone Area
East Tarboro Canal Stream Restoration Project - EEP No. 123
March 3 L 2011 -Monitoring Year 3 of 5 Appendix D

't ISame E.etT.e.-Cane)
.hod Mill Crock. MY3
S.W.. 10
.Re Area NA
May -10
ArRaRt S-ey
A. -Built Survey
0.00 33.78 LPIN
10.00 33.86
20.00 33.83
36.00 33.92
38.00 33.82
41.00 33.37
44.00 32.82
45.10 32.25
45.60 31.68 LEW
45.60 31.52
46.80 31.13 TW
48.00 31.21
49.60 31.26
50.80 31.28
51.20 31.67 REW
53.00 32.36
55.30 32.99
59.00 33.76 BKF
66.00 33.83
71.00 33.89
82.00 3411
92.00 34.14
100.00 33.84 RPIN
2009
2000 Sarve-y
-1w. EW N.
0.00 33.78
25.81 34.00
38.28 33.73
40.74 33.33
44.20 32.16
45.45 31.53
46.60 30.99
51.25 31.75
51.99 32.46
52.72 32.62
53.86 32.89
54.66 33.16
59.39 33.85
99.61 34.07
2009
2009 Survey
S_W. Z No
0.00 33.79
32.90 33.86
40.35 33.58
43.73 33.01
45.54 32.59
46.89 31.04
53.95 32.69
56.42 33.00
68.23 33.70
76.34 33.94
100.78 33.88
2010
2010 Survey
"_. EN Noln
0.00 33.76
28.37 33.68
36.85 33.71
42.70 33.17
45.92 32.75
46.32 31.64
48.42 31.00
50.40 31.36
52.83 32.36
53.21 32.58
55.07 32.85
57.84 33.22
61.29 33.71
101.06 33.87
2011 2012
2011 Smey 2012 Survey
S..O.. Eiv Mete. S..n.. EH Vern
Nh re Token Oa.b. 19 2010
Photo of Cros"ectloo p10 - Piemre out take
to spec. due to noodi.%caused by beaver
m.
East Tarboro Canal Stream Restoration Project - EEP No. 123
March 31.2011 -Monitoring Ycar 3 or 5 Appcndiz D
East Tarboro Canal 2010
Cross Section 10 - Reach 2
38.00
37.00
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
36.00
°Ja+
35.00
°0
F
34.00
m
33.00
32.00
31.00
30.00
0.00 20.00 40.00 60.00 80.00 100.00 120.00
Distance (feet)
-2010 Survey -2009 Survey -2008 Survey -As -Built - Baseline Bankfull Monitoring Datum - Flood Prune Area
East Tarboro Canal Stream Restoration Project - EEP No. 123
March 31.2011 -Monitoring Ycar 3 or 5 Appcndiz D

Project N.me Fast Tarboro Canal
Watershed Mill Creek, MY3
Photo of Croa""do. 011 - Looking
Cron Section II
Dni..ge Ar NA
Dowwtre.m
D., May -10
Crew Tun, Smff rd
Picture Taken Oc r 92010
Stunomiry Mu
ArBui t Survey
2008
2009
2010
2011
2012
Bankfull Elv.
33.06
AYBtilt Survey
2008 Survey
2009 Survey
2010 Survey
2011 Survey
2012 Survey
BF Arco
32.6
Satloa Et, ra._
Sn11aa
EW Nan
St'd- EN Nan
Stanaa ,
Nan
tt_ Eh Nnin
ei�a EI. Na.
BF Width
19.9
0.00 34.73 LPIN
100.86
33.99
0.00 34.72
0.00 34.87
Flood Prom Elv.
35.82
7.00 33.02
95.21
33.37
0.31 34.83
6.10 33.21
Flood Prone width
101.7
20.00 33.19
62.08
33.82
6.82 33.21
19.99 33.03
Max lk th
2.8
37.00 33.06 BKF
55.44
33.17
17.23 33.22
24.28 32.79
Mean Depth
0.8
45.00 31.42
53.68
32.85
34.84 33.11
24.95 32.73
WID Rai.
48.9
47.40 31.13 LEO
52.99
32.31
40.96 32.63
27.45 32.71
ER
2.5
50.00 30.77
51.53
32.06
43.29 32.37
33.86 32.75
Bank xei ht Ratio
51.00 30.58
49.29
30.12
45.86 32.19
44.26 32.05
snatm T
cs
52.00 30.38 TW
45.72
31.37
51.42 30.16
45.49 31.41
53.80 30.67
43.52
32.00
55.18 32.64
47.23 30.75
h
53.80 31.15 REOV
38.01
33.01
55.96 32.75
49.99 30.33
54.10 32.53
26.25
33.39
57.21 33.24
53.30 31.60
56.00 33.08
4.14
33.41
58.84 33.44
54.22 32.19
62.00 33.56
0.00
34.63
63.32 33.62
55.89 32.54
70.00 33.59
80.80 33.48
57.58 33.13
at.2► a
90.00 33.27
96.16 33.27
58.12 33.14
i
96.00 33.24
101.71 33.94
60.18 33.64,
100.00 33.83 RPIN
65.60 33.67
78.69 33.55
97.81 33.26''..
-
101.71 33.85
East Tarboro Canal 2010
Cross Section 11 - Reach 2
38.00
- - - --
37.00
36.00
- - -
- - - -
- - - - - -
- - - - -
- - - - - - - - - - - - - - - - - - -
-
- - - - - - - - - - - - - - - - - - - - - - - -
35.00
34.00
0 33.00
32.00
w 31.00
30.00
29.00
28.00
0.00
20.00
40.00 60.00
80.00 100.00 120.00
Distance (feet)
-2010 Survey -2009 Survey
-2008 Survey -As -Built - Baseline Banidull Monitoring Datum - Flood Prone Area
East Tarboro Canal Stream Restoration Project - EEP No. 123
March 31.2011 -Monitoring Year 3 of 5 Appendix D

Project Name East Tarboro Canal
N wenhed Mill Creek. MY3
f -ruv' See ion 12
nrainate Area NA
Omr May -10
creo Tun. Stafford
Photo ofCross- Section 012 - LooklnR
D- 111eam - Unable Io stretch tape aerou
Cream due to b av
Takcn October 19 2010
AFBaOt Sarvey
2000
2009
2010
2011
2012
AS'Ballt Sarver
2008 sm y
2009 Sarvey
2010 Sarvey
2011 Sarvey
2012 Sarvey
siana. EM Nala
Sta . EH Nan
9unaa Eh ..
Slatba . Notrr
Sutlaa KI, N.I.
Sutba EK N.-
0.00 34.74 LPIN
0.00 32.54
0.00 32.02
0.00 32.20
7.40 32.83
21.01 32.26
26.33 32.62
25.88 32.31
13.80 32.64
31.01 32.86
36.95 32.55
30.97 32.62
15.80 32.13
39.38 32.34
40.97 32.13
38.66 32.52
17.30 31.47
40.89 31.55
41.73 31.88
42.56 31.68
21.00 31.13
42.18 31.32
42.96 29.83
42.96 29.95
26.30 31.47
42.76 30.97
45.59 29.83
46.67 30.20
29.00 32.58
44.28 30.00
50.82 31.56
47.83 30.20
37.00 32.78
48.01 31.29
51.74 32.02
48.68 31.10
41.00 31.67
49.82 31.98
53.33 32.00
50.49 31.25
42.20 31.04 LEW
52.41 32.61
59.54 32.82
53.19 32.33
43.00 30.42
57.65 33.07
75.48 32.48
58.27 32.93
45.30 30.24 TW
67.42 32.81
101.87 32.86
71.75 32.69
47.00 30.41
100.49 32.90
93.85 32.69
48.70 30.53
102.65 32.85
49.00 31.04 REW
55.00 32.76 BKF
69.00 32.72
80.00 32.76
99.00 32.76
100.00 32.97 RPIN
S
e
0
a
d
W
38.00
37.00
36.00
35.00
34.00
33.00
32.00
31.00
30.00
29.00
28.00
0.00
East Tarboro Canal 2010
Cross Section 12 - Reach 2
20.00 40.00 60.00 80.00 100.00 120.110
Distance (feet)
-2010 Survey -2009 Survey -2008 Survey -As -Built - Baseline Banldull Monitoring Datum - Flood Prone Area
East Tarboro Canal Stream Restoration Project - EEP No. 123
March 31.2011 -Monitoring Year 3 of 5 dppcndi) U

Pr.yel Name East Tarboro Canal
W.tmsO.d Mill Creek, MY3
Cro.. seem. all Photo of Cross- Section #13 - Looking;
D=91 At. NA I Upstream
Did, Mey -IO
crew Ttlq Surtord Picture Taken atone, 14 2010
Summ,ry Did,
Ara.11t Survey 2008 2009 2010 2011 2012 Bankfull Elv. 11.92
Aha 08
YOt Survey 20 Survey 2009 S.rvey 2010 Survey 2011 Survey 2012 Survey BF Area 25
SmW. EN N.. SM . FN N_ Stalb, III, N.. St W.. Elr N­ 11.0 Ell N.. BF Width 14.2
0 32.41 LPIN 0.00 32.50 0.00 32.02 0 32.1491 Flood Pmne El, 74.4
5 32.16 27.52 32.15 32.66 32.03 45.2 31.8066 Flood Prone width 101.2
26 32.04 41.46 32.04 46.73 31.47 47.9 31.2745 Maa Depth 2.5
40 31.92 SKF 45.78 31.55 48.77 31.15 4934 30.8204 Mean Dp,h 0.7
49 31.14 47.33 31.09 55.98 29.21 53.8 30.3593 Wm Ratio 46.E
51.4 30.34 LEW 49.27 30.34 59.84 30.70 55 29.9394 ER 3
52.7 29.68 52.64 30.73 61.89 30.92 57.45 29.6481 Bank Heigh, It-
55 29.54 55.19 29.67 63.12 31.35 58.9 29.4379 Smam Type C5
57.8 28.96 TW 57.49 29.30 69.6 32.89 59.7 29.9288
58.6 29.22 58.70 30.30 93.82 32.12 60.2 30.0276
59.1 30.36 REW 59.76 31.12 105.18 35.08 61.2 31.0628
60 30.95 61.62 31.24 63.0 31.5896
61.3 31.89 62.70 31.84 68.7 32.8511
69 32.92 68.18 32.82 81.0 32.3745
80 32.32 92.94 32.27 93.7 32.4328
92.4 32.32 108.00 35.50 105.8 35.6026
100 34.44 RPIN
East Tarboro Canal Stream Restoration Project - EEP No. 123
Marsh 31. 2011 - Monitoring Ycar 3 of 5 Apperift D
38
East Tarboro Canal 2010
Cross Section 13 - Reach 2
-
37
-
36
35
e
33
32
31
30
29
28
0 20 40 60 80 100 120
Distance (feet)
x-2010 Survey -2009 Survey -2008 Survey -As -Built - Baseline Bankfull Monitoring Datum Flood Prose Area
East Tarboro Canal Stream Restoration Project - EEP No. 123
Marsh 31. 2011 - Monitoring Ycar 3 of 5 Apperift D

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('J3) UOIIUn31:4

Elevation (Ft.)
N N N N N N N N N N W W W W W W W W W W
O F' N W Cn p V 00 lO o F-' N W A U I 01 V 00 lD O
. . . . . . . . . . . . . . . . . . . . .
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0

Project Name: East Tarboro Canal
Cross Section: 6
Monito ng Year 3 - 2010
Desc.
Material
Size (MM)
lCount
% of Total
Cumulative %
silt /clay
0.062
9
9.00%
9.00%
very fine sand
0.125
11
11.00%
20.00%
fine sand
0.25
19
19.00%
39.00%
SAND
medium sand
0.5
16
16.00%
55.00%
coarse sand
1
14
14.00%
69.00%
very coarse sand
2
10
10.00%
79.00%
GRAVEL
very fine gravel
4
7
7.00%
86.00%
fine gravel
5.7
3
3.00%
89.00%
fine gravel
8
3
3.00%
92.00%
medium gravel
11.3
8
8.00%
100.00%
medium gravel
16
coarse gravel
22.3
coarse gravel
32
very coarse gravel
45
very coarse gravel
64
small cobble
90
COBBLE
medium cobble
128
large cobble
180
very large cobble
256
small boulder
362
BOULDER
small boulder
512
medium boulder
1024
large boulder
2048
TOTAL % of whole count:
1001
100%
100%
Sumasnry Data
D50 0.4
D84 3.3
D95 9
East Tarboro Canal Stream Restoration Site - EEP No. 123
March 31, 2011 Monitoring Year 3 of 5
100.00%
90.00%
80.00%
c 70.00%
w
a 60.00%
ar
50.00%
E 40.00%
E
U 30.00%
20.00%
10.00%
0.00%
100.00%
90.00%
80.00%
70.00%
c
w
2 60.00%
d
CL
v, 50.00%
N
A
40.00%
A
30.00%
c 20.00%
10.00%
0.00%
Cummulative Percent
0.062 0.125 0.25 0.5 1 2 4 5.7 8 11.3 16 22.3 32 45 64 90 128 180
Particle Size (mm)
-MY3- 10/2010 -MY2- 10/2009 -MY1- 10/2008
Individual Class Percent
0.062 0.125 0.25 0.5 1 2 4 5.7 8 11.3 16 22.3 32 45 64 90 128 180
Particle Size (mm)
■ MY3- 10/2010 is MY2- 10/2009 ■ MYl- 10/2008
Appendix D

Project Name: East Tarboro Canal
Cross Section: 7
Monitors Year 3 - 2010
Desc.
Material
Size (MM)
Count
% of Total
Cumulative %
silt /clay
0.062
18
18.00%
18.00%
very fine sand
0.125
20
20.00%
38.00%
SAND
fine sand
0.25
14
14.00%
52.00%
medium sand
0.5
16
16.00%
68.00%
coarse sand
1
17
17.00%
85.00%
very coarse sand
21
10
10.00%1
95.00%
very fine gravel
4
3
3.00%
98.00%
fine gravel
5.7
2
2.00%
100.00%
fine gravel
8
0
0.00%
100.00%
medium gravel
11.3
0
0.00%
100.00%
GRAVEL
medium gravel
16
0
0.00%
coarse gravel
22.3
0
0.00%
coarse gravel
321
0
0.00%
very coarse gravel
451
0
0.00%
very coarse gravel
641
0
0.00%
COBBLE
small cobble
901
0
0.00%
medium cobble
128
0
0.00%
large cobble
180
0
0.00%
very large cobble
256
0
0.00%
BOULDER
small boulder
362
0
0.00%
small boulder
512
0
0.00%
medium boulder
1024
0
0.00%
large boulderl
20481
0
0.00%
TOTAL % of whole count:
100
100%
100%
Surnazary Data
D50 0.23
D84 0.96
D95 2
100.00%
90.00%
80.00%
70.00%
d
a 60.00%
w
> 50.00%
M
E 40.00%
E
u' 30.00%
20.00%
10.00%
0.00%
100.00%
90.00%
80.00%
70.00%
u
d 60.00%
a
m 50.00%
V
m 40.00%
Z
v
V
30.00%
c
20.00%
10.00%
0.00%
Cummulative Percent
0.062 0.125 0.25 0.5 1 2 4 5.7 8 11.3 16 22.3 32 45 64 90 128 180
Particle Size (mm)
-MY3- 10/2010 -MY2- 10/2009 -MY1- 10/2008
Individual Class Percent
0.062 0.125 0.25 0.5 1 2 4 5.7 8 11.3 16 22.3 32 45 64 90 128 180
Particle Size (mm)
■ MY3- 10/2010 at MY2- 10/2009 ■ MYl- 10/2008
East Tarboro Canal Stream Restoration Site - EEP No. 123
March 31, 2011 Monitoring Year 3 of 5 Appendix D

Project Name: East Tarboro Canal
Cross Section: 8
Monitoring Year 3 - 2010
Desc.
Material
Size (MM)
Count
% of Total
lCumulative %
silt /clay
0.062
26
26.00%
26.00%
SAND
very fine sand
0.125
20
20.00%
46.00%
fine sand
0.25
15
15.00%
61.00%
medium sand
0.5
11
11.00%
72.00%
coarse sand
1
7
7.00%
79.00%
very coarse sand
2
141
14.00%
93.00%
very fine gravel
4
6
6.00%1
99.00%
fine gravel
5.7
1
1.00%
100.00%
fine gravel
8
0
0.00%
100.00%
GRAVEL
medium gravel
11.3
0
0.00%
100.00%
medium gravel
16
0
0.00%
coarse gravel
22.31
0
0.00%
coarse gravel
32
0
0.00%
very coarse gravel
45
0
0.00%
very coarse gravel
64
0
0.00%
small cobble
90
0
0.00%
COBBLE
medium cobble
128
0
0.00%
large cobble
180
0
0.00%
very large cobble
2561
0
0.00%
small boulder
362
0
0.00%
BOULDER
small boulder
512
0
0.00%
medium boulder
1024
0
0.00%
large boulder
2048
0
0.00%
TOTAL % of whole count:
100
100%
100%
Su Data
D50 0.062
D84 1.3
D95 2.5
100.00%
90.00%
80.00%
C 70.00%
u
W 60.00%
a
.q
50.00%
3
E 40.00%
E
� 30.00%
20.00%
10.00%
0.00%
100.00%
90.00%
80.00%
C 70.00%
u
`m 60.00%
d
50.00%
u
m 40.00%
v
V
30.00%
r
20.00%
10.00%
0.00%
Cummulative Percent
0.062 0.125 0.25 0.5 1 2 4 5.7 8 11.3 16 22.3 32 45 64 90 128 180
Particle Size (mm)
-MY3- 10/2010 -MY2- 10/2009 -MY1- 10/2008
Individual Class Percent
0.062 0.125 0.25 0.5 1 2 4 5.7 8 11.3 16 22.3 32 45 64 90 128 180
Particle Size (mm)
■ MY3- 10/2010 ■ MY2- 10/2009 ■ MYl- 10/2008
East Tarboro Canal Stream Restoration Site - EEP No. 123
March 31, 2011 Monitoring Year 3 of 5 Appendix D

Project Name: East Tarboro Canal
Cross Section: 9
Monitoring Year 3 - 2010
Desc.
Material
Size (MM)
Count
% of Total
Cumulative %
SAND
silt /clay
0.062
10
10.00%
10.00%
very fine sand
0.125
13
13.00%
23.00%
fine sand
0.25
11
11.00%
34.00%
medium sand
0.5
23
23.00%
57.00%
coarse sand
1
24
24.00%
81.00%
very coarse sand
2
11
11.00%
92.00%
very coarse gravel
very fine gravel
4
5
5.00%
97.00%
GRAVEL
fine gravel
5.7
1
1.00%
98.005%/.
fine gravel
8
2
2.00%
100.00%
medium gravel
11.3
0
0.00%
medium gravel
16
0
0.00%
coarse gravel
22.31
0
0.00%
coarse gravel
321
0
0.00%
very coarse gravel
451
0
0.00%
very coarse gravel
64
0
0.00%
COBBLE
small cobble
90
0
0.00%
medium cobble
128
0
0.00%
large cobble
180
0
0.00%
very large cobble
256
0
0.00%
BOULDER
small boulder
362
0
0.00%
small boulderl
5121
0
0.00%
medium boulder
1024
0
0.00%
large boulderl
20481
0
0.00%
TOTAL % of whole count:
I
1 100
100%
100%
Sunlawry Data
D50 0.4
D84 1.2
D95 3
100.00%
90.00%
80.00%
70.00%
u
d 60.00%
a
50.00%
M
E 40.00%
E
sJ 30.00%
20.00%
10.00%
0.00%
0.062 0.125 0.25 0.5 1 2 4 5.7 8 11.3 16 22.3 32 45 64 90 128 180
Particle Size (mm)
-MY3- 10/2010 -MY2- 10/2009 -MY1- 10/2008
Cummulative Percent
100.00%
90.00%
80.00%
70.00%
ii
<v 60.00%
v
N
50.00%
u
m 40.00%
v
30.00%
c
20.00%
10.00%
0.00%
0.062 0.125 0.25 0.5 1 2 4 5.7 8 11.3 16 22.3 32 45 64 90 128 180
Particle Size (mm)
■ MY3- 10/2010 ■ MY2- 10/2009 ■ MYl- 10/2008
Individual Class Percent
East Tarboro Canal Stream Restoration Site - EEP No. 123
March 31, 2011 Monitoring Year 3 of 5 Appendix D

Project Name: East Tarboro Canal
Cross Section: 10
Monitoriu Year - 2010
Desc.
Material
Size (MM)
Count
% of Total
Cumulative %
silt /clay
0.062
7
7.00%
7.00%
very fine sand
0.125
5
5.00%
12.00%
fine sand
0.25
5
5.00%
17.00%
SAND
medium sand
0.5
6
6.00%
23.00%
coarse sand
1
19
19.00%
42.00%
very coarse sand
2
26
26.00%
68.00%
GRAVEL
very fine gravel
4
20
20.00%
88.00%
fine gravel
5.7
6
6.00%
94.00%
fine gravel
8
4
4.00%
98.00%
medium gravel
11.3
2
2.00%
100.00%
medium gravel
16
0
0.00%
coarse gravel
22.31
0
0.00%
coarse gravel
321
0
0.00%
very coarse gravel
451
0
0.00%
very coarse gravel
64
0
0.00%
COBBLE
small cobble
90
0
0.00%
medium cobble
128
0
0.00%
large cobble
180
0
0.00%
very large cobble
256
0
0.00%
small boulder
362
0
0.00%
BOULDER
small boulder
5121
0
0.00%
medium boulder
1024
0
0.00%
large boulder
20481
0
0.00%
TOTAL % of whole count:
I 100
100%
100%
Sumazary Data
D50 1.2
D84 3.5
D95 6.4
100.00%
90.00%
80.00%
70.00%
ry
a 60.00%
d
a 50.00%
M
E 40.00%
E
u' 30.00%
20.00%
10.00%
0.00%
100.00%
90.00%
80.00%
70.00%
V
as 60.00%
rZ
m 50.00%
V
m 40.00%
v
:> 30.00%
v
c
20.00%
10.00%
0.00%
Cummulative Percent
0.062 0.125 0.25 0.5 1 2 4 5.7 8 11.3 16 22.3 32 45 64 90 128 180
Particle Size (mm)
-MY3- 10/2010 -MY2- 10/2009 -MY1- 10/2008
Individual Class Percent
0.062 0.125 0.25 0.5 1 2 4 5.7 8 11.3 16 22.3 32 45 64 90 128 180
Particle Size (mm)
■ MY3- 10/2010 ■ MY2- 10/2009 ■ MYl- 10/2008
East Tarboro Canal Stream Restoration Site - EEP No. 123
March 31, 2011 Monitoring Year 3 of 5 Appendix D

Project Name: East Tarboro Canal
Cross Section: 11
Monitorl Year 3 - 2010
Desc.
Material
Size (MM)
Count
% of Total
Cumulative %
SAND
silt /clay
0.062
10
10.00%
10.00%
very fine sand
0.125
6
6.00%
16.00%
fine sand
0.25
5
5.00%
21.00%
medium sand
0.5
13
13.00%
34.00%
coarse sand
1
15
15.00%
49.00%
very coarse sand
2
23
23.00%
72.00%
very fine gravel
4
21
21.00%
93.00%
GRAVEL
fine gravel
5.7
4
4.00%
97.00%
fine gravel
8
2
2.00%
99.00%
medium gravel
11.3
1
1.00%
100.00%
medium gravel
16
0
0.00%
coarse gravel
22.3
0
0.00%
coarse gravel
32
0
0.00%
very coarse gravel
45
0
0.00%
very coarse gravel
64
01
0.00%
COBBLE
small cobble
90
0
0.00%
medium cobble
128
0
0.00%
large cobble
180
0
0.00%
very large cobble
256
0
0.00%
BOULDERI
small boulder
362
0
0.00%
small boulder
512
0
0.00%
medium boulder
1024
0
0.00%
large boulderl
20481
0
0.00%
TOTAL % of whole count:
I
1 100
100%
100%
Somantry Data
D50
1
D84
3
D95
4.9
East Tarboro Canal Stream Restoration Site - EEP No. 123
March 31, 2011 Monitoring Year 3 of 5
100.00%
90.00%
80.00%
70.00%
w
a 60.00%
w
Y 50.00%
A
E 40.00%
E
30.00%
20.00%
10.00%
0.00%
100.00%
90.00%
80.00%
70.00%
w
u
`y 60.00%
a
50.00%
U
40.00%
v
> 30.00%
v
20.00%
10.00%
0.00%
Cummulative Percent
0.062 0.125 0.25 0.5 1 2 4 5.7 8 11.3 16 22.3 32 45 64 90 128 180
Particle Size (mm)
-MY3- 10/2010 -MY2- 10/2009 -MY1- 10/2008
Individual Class Percent
0.062 0.125 0.25 0.5 1 2 4 5.7 8 11.3 16 22.3 32 45 64 90 128 180
Particle Size (mm)
■ MY3- 10/2010 ■ MY2- 10/2009 ■ MYl- 10/2008
Appendix D

Project Name: East Tarboro Canal
Cross Section: 12
Monitorin Year 3 - 2010
Desc.
Material
Size (MM)
Count
% of Total
Cumulative %
SAND
silt /clay
0.062
0
0.00%
0.00%
very fine sand
0.125
0
0.00%
0.00%
fine sand
0.25
6
6.00%
6.00%
medium sand
0.5
9
9.00%
15.00%
coarse sand
1
26
26.00%
41.00%
very coarse sand
2
31
31.00%
72.00%
GRAVEL
very fine gravel
4
21
21.00%
93.00%
fine gravel
5.7
3
3.00%
96.00%
fine gravel
8
4
4.00%
100.00%
medium gravel
11.31
0
0.00%
medium gravel
161
0
0.00%
coarse gravel
22.31
0
0.00%
coarse gravel
32
01
0.00%
very coarse gravel
45
0
0.00%
very coarse gravel
64
0
0.00%
COBBLE
small cobble
90
0
0.00%
medium cobble
128
0
0.00%
large cobble
180
0
0.00%
very large cobble
2561
0
0.00%
small boulder
3621
0
0.00%
BOULDER
small boulder
512
0
0.00%
medium boulder
1024
0
0.00%
large boulder
20481
0
0.00%
TOTAL % of whole count:
1 100
100%
100%
Sumawry Data
D50 1.2
D84 3
D95 5.2
East Tarboro Canal Stream Restoration Site - EEP No. 123
March 31, 2011 Monitoring Year 3 of 5
Cummulative Percent
100.00%
90.00%
80.00%
70.00%
F!
ti 60.00%
IL
50.00%
M
E 40.00%
E
30.00%
20.00%
10.00%
0.00%
0.062 0.125 0.25 0.5 1 2 4 5.7 8 11.3 16 22.3 32 45 64 90 128 180
Particle Size (mm)
-MY3- 10/2010 -MY2- 10/2009 -MY1- 10/2008
Individual Class Percent
100.00%
90.00%
80.00%
70.00%
V
d 60.00%
6
N
50.00%
V
m 40.00%
v
:> 30.00%
v
c
20.00%
10.00%
0.00%
0.062 0.125 0.25 0.5 1 2 4 5.7 8 11.3 16 22.3 32 45 64 90 128 180
Particle Size (mm)
■ MY3- 10/2010 ■ MY2- 10/2009 is MYl- 10/2008
Appendix D

Project Name: East Tarboro Canal
Cross Section: 13
Monitoring Year 3 - 2010
Desc.
Material
Size (MM)
Count
% of Total
Cumulative %
SAND
silt /clay
0.062
3
3.00%
3.00%
very fine sand
0.125
4
4.00%
7.00%
fine sand
0.25
3
3.00%
10.00%
medium sand
0.5
3
3.00%
13.00%
coarse sand
1
11
11.00%
24.00%
very coarse sand
2
35
35.00%
59.00%
very fine gravel
4
18
18.00%
77.00%
fine gravel
5.7
11
11.00%
88.00%
GRAVEL
fine gravel
8
4
4.00%
92.00%
medium gravel
11.3
5
5.00%
97.00%
medium gravel
16
3
3.00%
coarse gravel
22.31
0
0.00%
coarse gravel
32
0
0.00%
very coarse gravel
45
0
0.00%
very coarse gravel
64
0
0.00%
COBBLE
small cobble
90
0
0.00%
medium cobble
128
0
0.00%
large cobble
1801
0
0.00%
very large cobble
2561
0
0.00%
small boulder
3621
0
0.00%
BOULDER
small boulder
512
0
0.00%
medium boulder
1024
0
0.00%
large boulder
2048
01
0.00%
TOTAL % of whole count:
1001
100%
100%
Swasoary Data
D50
1.7
D84
5.2
D95
9.7
100.00%
90.00%
80.00%
70.00%
u
`v 60.00%
a
50.00%
M
E 40.00%
E
i+ 30.00%
20.00%
10.00%
0.00%
Cummulative Percent
0.062 0.125 0.25 0.5 1 2 4 5.7 8 11.3 16 22.3 32 45 64 90 128 180
Particle Size (mm)
-MY3- 10/2010 -MY2- 10/2009 -MY1- 10/2008
Individual Class Percent
100.00%
90.00%
80.00%
70.00%
d
u
`w 60.00%
a
50.00%
U
m 40.00%
a
30.00%
V
r
20.00%
10.00% - - - -- -
0.00%
0.062 0.125 0.25 0.5 1 2 4 5.7 8 11.3 16 22.3 32 45 64 90 128 180
Particle Size (mm)
■ MY3- 10/2010 ■ MY2- 10/2009 ■ MYl- 10/2008
East Tarboro Canal Stream Restoration Site - EEP No. 123
March 31, 2011 Monitoring Year 3 of 5 Appendix D

Table 10a. Baseline Stream Data Summary
East Tarboro Canal Stream Restoration Site - EEP Project No. 123
Reach 2 2989 feet
USGS Gage
Regional Curve
Pre - Existing
Project Stream
Parameter
Design
As -Built
Data
Interval
Condition
Reference
Dimension
Min
Max
Med
Min
Max
Med
Min
Max
Med
Min
Max
Med
Min
Max
Med
Min
Max
Med
BF Width (ft)
14.55
14
17
15
10.8
11
10.9
Na
Na
20
17.66
30.32
20.6
Flood Prone
24.34
22.8
25.4
24.1
8.3
9.6
9
Na
Na
29.25
20.52
31.22
26.73
Width (ft)
BF Cross
Sectional Area
1.63
1.5
1.72
1.61
0.77
0.87
0.82
Na
Na
1.46
.89
1.41
1.25
SF
BF Mean Depth
2.2
2.37
2.32
1.24
1.45
1.34
Na
Na
2.5
1.75
3.5
2.69
0
BF Max Depth
8.2
11.4
9.4
12.6
14.1
13.4
Na
Na
13.7
13.23
34.07
16.22
(ft)
WidthlDepth
1.5
1.7
NA
9.1
9.3
Na
2.2
6
Na
1.75
5.52
4.65
Ratio
Entrenchment
17.6
31.1
21.75
Na
Na
Na
Na
Na
Na
19.2
30.78
21.88
Ratio
Bank Height
1.36
1.14
Na
Na
Na
Na
Na
Na
0.88
1.29
1.19
Ratio
.87
Wetted Perimeter
(ft)
Hydraulic Radius
(ft
Pattern
Channel
29
47
39
12.5
25
18.8
22
46
34
20.58
52.64
36.53
Beltwidth (ft)
Radius of
75
560
220
14.4
39.8
23.3
40
72
56
22.99
71.49
37.54
Curvature (ft)
Meander
154
226
190
39
64
50.4
72
170
Na
100.91
147.43
129.22
Wavelength (ft)
Meander Width
10.3
15.1
12.7
3.6
5.9
4.6
1.1
2.3
1.7
0.374
0.956
0.663
ratio
Profile
Riffle Length
Na
Na
Na
Na
Na
Na
Na
Na
Na
Na
Na
64.25
Riffle Slope
.002
.0044
.0002
0
.0055
.0022
0
.0036
Na
Na
Na
.00543
Pool Length
Na
Na
23.3
Na
Na
13
Na
Na
24
49.66
113.74
70.29
Pool Spacing
44
133
90
16
45
32.3
32
86
59
72.09
416.51
206.2
Substrate
-
d50 (mm)
OS
2
1.14
d84 (mm)
1.88
18.06
4.49
Additional
Reach
Parameters
Valley Length (ft)
2722
2722
2722
Channel Length
2946
280
2946
2946
ft
Sinuosity
1.03
1.3
1.2
1.4
1.1
1.19
Water Surface
.0007
0
.0055
.003
0
.0036
Slope
.00185
BF Slope
0
.0044
Na
Na
Na
.00179
Rosgen
G5c
C5
C5
C5
Classification
*Habitat Index
*Macrobenthos
Appendix D
East Tarboro Canal Stream Restoration Project - EEP No. 123
March 31, 2011- Monitoring Report Year 3 of 5

OOOC�`�O�J HOC 0 0000000000000 X00 , )000
Table 11a Morphology and Hydraulic Monitoring Summary
East Tarboro Canal Stream Restoration Site EEP Project No 123
Reach 2 2933 feet
P In t
C S t 6
C S t 7
C S t 8
C S t 9
C S t 10
B d f db I b kf 11 1
MYO
MY]
MY
MY3
MYII
MYI
MY2
MY3
MYO
I MYI
MY2
MY3
MYO
MYI
MY2
MY3
MYO
MYI
MY2
MY3
R d I t (d t m) d
35 94
3594
3(1
161
1598
3599
34 24
34 4
33 7(
3376
B kf II W d h (f)
3032
366
35 51
35 8
2254
269
23 54
92 2
206
12 7
15 13
62 (
1936
347
140
217
206
22 7
1952
72
rI dp W dth (f)
100
115
99 1
101
100
85 5
63 4
1018
75
51 7
695
74 5
1014
786
874
99
100
924
998
101 1
B Hull M D pth (ft)
089
67
072
0 8
1 39
1 1
083
0 7
1 12
095
095
0 7
141
0 5
1 7
1 8
1 25
095
1 02
04
BF Cm S t IA (ft)
26 95
24
546
7
3122
30
196
(( 7
2299
12 1
1430
446
2734
22 19
23 3
526
25 78
21 6
1996
27 5
BF W dth/D pth R t
3407
55 7
495
470
1622
239
29
1 75
1839
13 3
160
-
979
13 73
669
84
1( N
1648
23 8
191
188 7
BFEt hm Ilk t
33
311
1 07
8
444
32
26
II
364
41
46
12
524
123
63
33
485
41
51
14
Br B k H ght R t (R)
HyJ I d (it)
07
117
ON
I
07
07
08
09
07
I
IS
1
09
10
04
C S IA b . B kP R)
D501 —)
1 05
067
0 16
005
062
082
0 05
0 1
17
1 95
1 7
1 2
2
2
1 6
P ni t
C S 1 11
C S t 12
C S t I
B d f db I b kf B I
MYO
MYI
MY2
MY3
MYO
MYI
MY
MY3
MYO
MYI
MY
MY3
Ra d I t (d tum) d
3306
33 06
32 76
3276
31 92
3192
B kf II W Jth(f)
1893
151
1877
399
18 13
156
1798
559
2152
96
1099
A2
FI-0 W d h (f)
100
973
93 2
101 7
100
995
82 6
1027
1011
38
47 1
07
B kfull M=D ph(f)
141
12
096
08
137
08
079
06
124
14
104
07
Br S t IA (R)
2671
182
1801
326
2483
129
1428
342
2673
135
1143
25
BF dWD p h R
1343
126
195
499
1323
169
226
914
1735
69
106
468
BFE( hm tR1
529
64
53
25
552
57
46
I8
465
39
43
30
BF B k H ght R t (R)
Hyd I d (R)
128
11
09
ON
129
08
07
Ofi
115
11
09
07
C Sa 1A be N k P a3
D50 I—)
N/A
1 076
1 3
1 14
071
35
1 97
2 1
1 6
I I h m g d m h he h m g b ry h h. y n I I d I Add Id I m p p l— h g q d p d I V I III, n I I d 1 bm b d da m 1
d . d be wry
C S I h gh5 1 d Rohl k hl d IIR hl h hi m dl m h 1. 1 b, C— IS mR P 3
Appendix D
East Tarboro Canal Stream Restoration Site EEP No 123
March 31 2011 Monitoring Year 3 of 5

APPENDIX E

Verification of Bankfull Events
Table 12 Verification of Bankfull Events
Date of Data
Collection
Date of Occurrence
Method
Photo#
Photo of wrack
10/19/2010
September 2010
photo Station 5 Appendix B
line
East Tarboro Canal Stream Restoration Project — EEP No 123 Appendix E
March 31 2011 Monitoring Year 3 of 5