20120773 Ver 1_Mitigation Plans_20120601

20120773
DRAFT MUMATION PLAN
Jacob's sanding Stream Restoration Site
Rowan County, North Carolina
1ElEP Contract 003954
Yadkin -Pee Dee River Basin
Cataloging Unit 03040105
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Prepared for:
' OSI(Stem
H ncenient
PROGRAtA
NC Department of Environment and Natural Resources
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699 -1652
June 2012

DRAFT MITIGATION PLAN
Jacob's Landing Stream Restoration Site
Rowan County, North Carolina
EEP Contract 003984
Yadkin -Pee Dee River Basin
Cataloging Unit 03040105
Prepared for:
osstem
zaR ement
PROGRAM
NC Department of Environment and Natural Resources
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699 -1652
Prepared by:
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tee_
KC1 :�F
ENVIRONMENTAL TECHNOLOGIES
KCI AND CONSMUCRON INC
THCI INOLOGIFS
KCI Associates of North Carolina, PA
4601 Six Forks Rd, Suite 220
Raleigh, NC 27609
(919) 783 -9214
June 2012

Draft Mitigation Plan
EXECUTIVE SUMMARY
Jacob's Landing Stream Restoration Site
This mitigation plan has been written in conformance with the requirements of the following
• Federal rule for compensatory mitigation project sites as described in the Federal Register Title 33
Alavigation and Navigable Wate►s Volume 3 Chapter 2 Section § 332 8 paragraphs (c)(2) through (c)(14)
• NCDENR Ecosystem Enhancement Program In -Lieu Fee Instrument signed and dated July 28, 2010
These documents govern NCEEP operations and procedures, for the delive►y of compensalo►y mitigation
The Jacob's Landing Stream Restoration Site is a full - delivery mitigation project being developed for the
North Carolina Ecosystem Enhancement Program (EEP). The site offers the opportunity to restore and
enhance a series of headwater tributaries to Irish Buffalo Creek. This project will return these tributaries
to a stable stream ecosystem, lower the sediment supply entering Irish Buffalo Creek, and reduce
incoming nutrients from livestock. This project also looks to expand aquatic and terrestrial habitat in the
Rocky River Watershed (03040105). The project is located in the Irish Buffalo Creek Drainage
(03040105020040), which the EEP has identified as a Targeted Local Watershed.
The project goals address stressors identified in the TLW and include the following:
- Restore a diverse riparian corridor that connects forested stream systems upstream and
downstream of the project.
- Reduce the sediment supply entering Irish Buffalo Creek.
The project goals will be addressed through the following objectives:
- Restore stable channel planforms to streams that have been straightened and modified.
- Reshape and stabilize eroding stream banks.
- Plant the site with native trees to help reestablish a diverse riparian corridor.
- Install exclusion fencing and alternative watering options to keep livestock out of the project
streams.
The majority of the site is currently used for pasture. Past anthropogenic modifications have involved
logging, grazing, and channelization. Four separate streams make up the site: Tributary 1 (TI) begins in
the northwestern project corner, Tributary I A (T 1 A) flows south to join T 1; Tributary 2 (T2) comes onto
the site from the northeastern corner; and Tributary 2A (T2A) originates on the property from seep flow
to then join T2. TI and T2 come together just south of the project boundary before joining another
tributary to form Irish Buffalo Creek.
The mitigation approach for the Jacob's Landing Stream Restoration Site will focus on repairing isolated
sections of bed degradation and bank erosion, and restoring the unstable reaches that have been
straightened or severely degraded by cattle. Once site grading is complete, the stream buffers will be
planted as Piedmont Alluvial Forest (Schafale and Weakley 1990). The site will be monitored for five
years or until the success criteria are met.

Draft Mitigation Plan
Jacob's Landing Stream Restoration Site
Table 1. Jacob's Landing Stream Restoration Site - Mitigation Summary
Reach
Mitigation Type
Priority
Approach
Existing Linear
Footage
Designed
Linear
Footage
Mitigation
Units
TI -I
Restoration
112
326
303
303
TI -2
Enhancement II
-
158
109*
44
TI -3
Restoration
P2
846
893
893
TIA
Restoration
P2
294
178
178
T2 -1
Restoration
P2
1.800
1.581*
1.581
T2 -2
Restoration
P2
1.135
1.060*
1.060
T2A
Enhancement1
465
465
310
Total Stream Enhancement 1
465
465
310
Total Stream Enhancement 11
158
109
44
Total Stream Restoration
4.401
4.015
4.015
Total Mitigation Units
4.369
*Mitigation units have been calculated to exclude the easement exceptions and water utility easements.

Draft Mitigation Plan
TABLE OF CONTENTS
Jacob's Landing Stream Restoration Site
1.0
RESTORATION PROJECT GOALS AND OBJECTIVES .................. ..............................1
2.0
SITE SELECTION ..................................................................................... ..............................1
2.1
Directions ...................................................................................................... ..............................1
2.2
Site Selection ................................................................................................ ..............................1
2.3
Vicinity Map ................................................................................................. ..............................3
2.4
Watershed Map ............................................................................................. ..............................4
2.5
Soil Survey ................................................................................................... ..............................5
2.6
Current Condition Plan View ....................................................................... ..............................6
2.7
Historical Condition Plan View .................................................................... ..............................7
2.8
Site Photographs ........................................................................................... ..............................9
3.0
SITE PROTECTION INSTRUMENT .................................................... .............................13
3.1
Site Protection Instrument Summary Information ..................................... ...............................
13
3.2
Site Protection Instrument Figure .............................................................. ...............................
13
4.0
BASELINE INFORMATION .................................................................. .............................14
4.1
Watershed Summary Information .............................................................. ...............................
15
4.2
Geology and Soils Information .................................................................. ...............................
15
4.3
Reach Summary Information ..................................................................... ...............................
15
4.4
Regional Curve Discharge ........................................................................... .............................21
4.5
Wetland Summary Information ................................................................... .............................22
4.6
Regulatory Considerations ........................................................................... .............................22
5.0
DETERMINATION OF CREDITS ......................................................... .............................22
6.0
CREDIT RELEASE SCHEDULE ........................................................... .............................23
7.0
MITIGATION WORK PLAN .................................................................. .............................24
7.1
Target Stream Type and Plant Communities ............................................... .............................24
7.2
Design Parameters ..................................................................................... ...............................
25
7.3
Data Analysis ............................................................................................... .............................26
7.4
Reference Streams ..................................................................................... ...............................
27
7.5
Sediment Transport Analysis ....................................................................... .............................31
7.6
Proposed Mitigation Plan View ................................................................... .............................33
8.0
MAINTENANCE PLAN ........................................................................... .............................34
9.0
PERFORMANCE STANDARDS ............................................................ .............................34
10.0
MONITORING REQUIREMENTS ........................................................ .............................36
11.0
LONG -TERM MANAGEMENT PLAN ................................................. .............................37
12.0
ADAPTIVE MANAGEMENT PLAN ..................................................... .............................37
13.0
FINANCIAL ASSURANCES ................................................................... .............................37
14.0
OTHER INFORMATION ........................................................................ .............................38
14.1
Definitions ................................................................................................. ...............................
38
14.2
References ................................................................................................. ...............................
39

Draft Mitigation Plan
TABLES
Jacob's Landing Stream Restoration Site
Table 1. Jacob's Landing Stream Restoration Site - Mitigation Summary ............... .............................ii
Table2. Project Information .................................................................................. ............................... 14
Table3. BEHI Data ................................................................................................. .............................18
Table4. Bankfull Discharge .................................................................................. ............................... 19
Table 5. Determination of Credits ........................................................................... .............................22
Table 6. Morphological Design Criteria .................................................................. .............................29
Table7. Sediment Analysis ..................................................................................... .............................31
APPENDICES
Appendix A. Conservation Easement (Preliminary)
Appendix B. Baseline Information Data
Appendix C. Mitigation Work Plan Data and Analyses
Appendix D. Project Plan Sheets
iv

Draft Mitigation Plan Jacob's Landing Stream Restoration Site
1.0 RESTORATION PROJECT GOALS AND OBJECTIVES
EEP develops River Basin Restoration Priorities (RBRPs) to guide its restoration activities within each of
the state's 54 Cataloging Units (CUs). RBRPs delineate specific watersheds that exhibit both the need and
opportunity for wetland, stream and riparian buffer restoration. These watersheds are called Targeted
Local Watersheds (TLWs) and receive priority for EEP planning and restoration project funds.
The 2009 Lower Yadkin Pee -Dee RBRP identified population growth, urban stormwater and agricultural
activities as major stressors within the 8 -digit Cataloging Unit (03040105). Overall watershed restoration
goals for this CU include management of stormwater runoff and protection of aquatic habitat for rare
species (NCDENR, EEP 2009).
The 2009 Lower Yadkin Pee -Dee RBRP identified HUC 03040105020040 (Irish Buffalo Creek) as a
Targeted Local Watershed. Major stressors identified within the 46- square mile Irish Buffalo Creek TLW
include animal operations and impervious cover. Reduction of sediment inputs and protection of Water
Supply Waters serving the City of Kannapolis are primary goals of any stream restoration efforts
undertaken within this TLW (NCDENR. EEP 2009). The Jacob's Landing Stream Restoration Site was
identified as a stream restoration opportunity to restore and enhance headwater streams within the TLW
by addressing some of the local watershed stressors.
The project goals address stressors identified in the TLW and include the following:
- Restore a diverse riparian corridor that connects forested stream systems upstream and
downstream of the project.
- Reduce the sediment supply entering Irish Buffalo Creek.
The project goals will be addressed through the following objectives:
- Restore stable channel planforms to streams that have been straightened and modified.
- Reshape and stabilize eroding stream banks.
- Plant the site with native trees to help reestablish a diverse riparian corridor.
- Install exclusion fencing and alternative watering options to keep livestock out of the project
streams.
2.0 SITE SELECTION
2.1 Directions
The Jacob's Landing Stream Restoration Site is west of China Grove and north of Kannapolis, located off
of Saw Road. To reach the site from Raleigh: proceed west on 1 -40 for approximately 62 miles. Then
travel on 1 -85 south toward High Point /Charlotte for approximately 50 miles. Take Exit 68 toward China
Grove on US -29 south. Turn right on NC -152 on East Church Street for approximately 5 miles and then
turn left onto Saw Road. The site is located approximately 0.3 mile south on Saw Road (See 2.3 Vicinity
Map).
2.2 Site Selection
The site is part of the 03040105 Watershed Cataloging Unit (Rocky River). The Rocky River Watershed
as a whole is experiencing a large amount of habitat alteration due to population growth from Charlotte
and its surrounding metropolitan area. The drainage is expected to gain an estimated 950,000 new
residents by 2030 (NCDENR, EEP 2009). As a result, the focus in this watershed is on mitigating
impacts from stormwater and protecting existing habitat (NCDENR, EEP 2009).

Draft Mitigation Plait Jacob's Landing Stream Restoration Site
The North Carolina Division of Water Quality (NCDWQ) assigns surface waters a classification in order
to help protect, maintain, and preserve water quality. The site is located in a water supply watershed; Irish
Buffalo Creek flows into Kannapolis Lake, which is the primary water source for the City of Kannapolis.
The section of Irish Buffalo Creek immediately below the project site (DWQ 13- 17- 9- (0.5)) is classified
as a Class C, Water Supply III (WS -III) (NCDENR, DWQ 2012b).
Class C Waters in North Carolina are protected for secondary recreation, fishing, wildlife, fish and
aquatic life propagation and survival, agriculture, and other uses suitable for Class C. Secondary
recreation includes wading, boating, and other uses involving human body contact with water where
such activities take place in an infrequent, unorganized, or incidental manner. There are no
restrictions on watershed development or types of discharges.
Water Supply 111 (WS -111) Waters used as sources of water supply for drinking, culinary, or food
processing purposes where a more protective WS -1 or II classification is not feasible. These waters
are also protected for Class C uses. WS -111 waters are generally in low to moderately developed
watersheds.
Downstream of Kannapolis Lake, Irish Buffalo Creek is listed as impaired on the 2012 North Carolina
303(d) list- Category 5 (Unit 13- 17- 9 -(2)) listed for turbidity and copper violations (NCDENR, DWQ
2012a). The Lower Yadkin Pee -Dee River Basin Restoration Priorities 2009 report noted that several
animal operations existed in the Irish Buffalo Creek watershed and that there was potential for future
restoration projects to add to the ecological uplift in the watershed (NCDENR, EEP 2009).
Based on correspondence with the landowner, the site has been actively used for timber and cattle
production for over five generations. Historic aerials were examined for any additional infonnation about
how the site hydrology and vegetation has changed over the last century. The reviewed aerials are
included in Section 2.7 Historical Condition Plan View. Historic aerials were obtained from Rowan
County NRCS and the USGS Earth Explorer for 1936, 1949, 1965, 1983, 1993, 1998, 2006, and 2009.
The photographs show that as early as 1936 the lower portion of the site had straightened stream channels
and by 1949 sparse riparian vegetation. In the upper part of the site, the western tributaries remained
partially forested, but were cleared close to the stream channels. The eastern tributaries were primarily
cleared at this time. By 1965, the upper western tributaries had regained denser forest cover while the
lower portions of the site remained cleared and straightened. The site condition did not change much by
1983. By 1993, the western tributaries had developed into mixed forest. In 1993 and 1998, the vegetation
remained sparse along the eastern side of the site. Moving into 2006, the site's vegetation cover stayed the
same. In 2009, the pines along the western side of the site had been logged and replanted.

Draft Mitigation Plan
2.3 Vicinity Map
Jacob's Landing Stream Restoration Site
x 152 �
Y
O ry
� r
HINA G
I153
D"I Rd
DAVIE :e
KANNAPOLIS
REDELL DAVIDSON
29
136
ROWAN
s
0
CABARRUS ZS TAN L Y
x
PROJECT SITE VICINITY MAP N
0 D75 +5 JACOB'S LANDING STREAM RESTORATION SITE
ROWAN COUNTY, NC
3

Draft Mitigation Plan
2.4 Watershed Map
Jacob's Landing Stream Restoration Site
}
eA
—�•a ��1', �,! �1 �-� �� Conservation Easement
Project Watershed (459 ac / 0.72 sq- mi.)
fi
PROJECT SITE WATERSHED MAP
o !% 2,d F eet Enoclwi DRGs
JACOB'S LANDING STREAM RESTORATION SITE sowe•.uscs0)Qu aC. A
F ROWAN COUNTY, NC b (1970) Quad.
4

Draft Mitigation Plan
2.5 Soil Survey
Jacob's Landing Stream Restoration Site

Draft Mitigation Plan
2.6 Current Condition Plan View
Jacob's Landing Stream Restoration Site

Draft Mitigation Plan
2.7 Historical Condition Plan View
Jacob's Landing Stream Restoration Site

Draft Mitigation Plan Jacob's Landing Stream Restoration Site
Historical Condition Plan View

Draft Mitigation Plan
2.8 Site Photographs
1/24/2011
Jacob's Landing Stream Restoration Site
Looking downstream at TI-2. 2/21/2012

Draft Mitigation Plan
Jacob's Landing Stream Restoration Site
Looking downstream at the beginning of TI A. 1/2412011

Draft Mitigation Plan
Looking downstream at T2 -1. 2/15/2012
1,00kmg upstream at cattle crossing on 12 -1. Z/15/2U12
Jacob's Landing Stream Restoration Site

Draft Mitigation Plan
Jacob's Landing Stream Restoration Site
Looking downstream at incised banks on T2A. 2/21/2012
12
Looking downstream at incised banks on T2A. 2/21/2012

Draft Mitigation Plan
3.0 SITE PROTECTION INSTRUMENT
3.1 Site Protection Instrument Summary Information
Jacob's Landing Stream Restoration Site
The project site will be placed in a permanent conservation easement held by the State of North Carolina
and will consist of 13.9 acres.
All site protection instruments require 60 -day advance notification to the US Army Corps of Engineers
(USACE) and the State prior to any action to void, amend, or modify the document. No such action shall
take place unless approved by the State.
3.2 Site Protection Instrument Figure
The land required for the construction, management, and stewardship of this mitigation project includes
one parcel owned by the following entities in Rowan County; Martha Myers Deal Revocable Trust,
Oscho Roy Deal, Oscho Roy Deal Revocable Trust. The preliminary conservation easement boundary has
been included in Appendix A.
13

Draft Mitigation Plan
4.0 BASELINE INFORMATION
Table 2. Proiect Information
Jacob's Landing Stream Restoration Site
Project Information
Project Name
Jacob's Landing Stream Restoration Site
County
Rowan Count),
Project Area (acres)
13.9 acres
Project Coordinates (lat. and long.)
35.552956 N. 80.6531 16 W
Project Watershed Summary Information
Ph ysio ra hic Province
Piedmont
River Basin
Yadkin -Pee Dee
IISGS Hydrologic Unit 8 -digit
03040105
IISGS Hydrologic Unit 14-
di it
03040105020040
D11'Q Sub -basin
13 -17 -09
Project Drainage Area
459 acres/0.72 square miles
Project Drainage Area Percentage
of Im ervious Area
o
2.3 /o / 6 acres
CGIA Land Use Classification
4.8% Cultivated. 60.1 %Managed Herbaceous Cover, and 35.1 %Mixed Upland Hardwoods.
Reach Summar Information
Parameters
TI -I
T1 -2
"I'1 -3
T1A
T2A
T2 -1
T2 -2
Length of reach (linear feet)
326
158
846
294
465
1,800
1.135
Valley classification
VIII
Vill
VIII
Vill
Vill
Vill
VIII
Drainage area (acres)
239.0
241.4
258.6
136.9
35.7
147.5
200.6
NCDWQ Water Quality
Classification
Class C,
WSIII
Class C.
WSIII
Class C.
WS111
Class C.
WSIII
Class C.
WS111
Class C.
WS111
Class C.
WS111
Morphological Description (stream
type)
Modified
Modified
Modified
Modified
Modified
Modified
Modified
Evolutionary trend
Ditching
and Pasture
Ditching
and Pasture
Ditching
and
Pasture
Ditching
and Pasture
Ditching
and
Pasture
Ditching
and
Pasture
Ditching
and
Pasture
Mapped Soil Series
Chewacla
loam
Che+vacla
loam
Chewacla
loam
Chew acla
loam
Pacolet
sandy
loam
Pacolet
sandy
loam
Che+vacla
loam
Drainage class
Poorly
drained
Poorly
drained
Poorly
drained
Poorly
drained
Well
drained
Well
drained
Poorly
drained
Soil Hydric status
Non hydric
Non hydric
Non
hydric
Non hydric
Non
hydric
Non
hydric
Non
hydric
Slope
0 -2%
0 -2%
0 -2%
0 -2%
0 -2%
0 -2%
0 -2%
FEMA classification
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Native vegetation community
Mixed
hardwoods
Mixed
hardwoods
Pasture
Mixed
hardwoods
Pasture
Pasture
Pasture
Percent composition of exotic
invasive vegetation
10 -25%
10 -25%
0%
0%
0%
0%
0%
Regulatory Considerations
Regulation
Applicable?
Resolved?
Supporting
Documentation
Waters of the United States — Section 404
Yes
Submitting NWP 27 following
Mitigation Plan approval
N/A
Waters of the United States — Section 401
Yes
Submitting NWP 27 following
Mitigation Plan approval
N/A
Endangered Species Act*
No
N/A
N/A
Historic Preservation Act*
No
N/A
N/A
Coastal Zone Management Act *
(CZMA)/ Coastal Area Management Act (CAMA)
No
N/A
N/A
FEMA Flood lain Compliance
No
N/A
N/A
Essential Fisheries Habitat*
No
N/A
N/A
* Items addressed in the Categorical Exclusion in Appendix B.
14

Draft Mitigation Pleat Jacob's Landing Streant Restoration Site
4.1 Watershed Summary Information
The site is part of the 03040105 Rocky River Watershed Unit (Rocky River). The Rocky River Watershed
as a whole is experiencing extensive habitat alteration due to population growth from Charlotte and its
surrounding metropolitan area. The project drainage is comprised of 0.72 square mile (459 acres) that
flow through the project floodplain before reaching Irish Buffalo Creek, which ultimately flows into the
Kannapolis Lake downstream of the project site. Current land use in the project watershed (See 2.4
Watershed Map) consists of cultivated land (22 ac /4.8 %), managed herbaceous cover (276 ac /60. I%), and
mixed upland hardwoods (161 ac /35.1 %) (NCCGIA Land Cover, 2006). The approximate total
impervious cover of the project watershed is 2.3% (6 acres). This estimate was developed using the
following percent impervious estimates: agricultural (2 %) and forest (0 %). The surrounding area is rural
with moderate development pressure. The project area is located in the United States Geological Survey
USGS Enochville Quadrangle (1970).
According to the Rowan County Land Use Plan the Jacob's Landing Stream Restoration Site is located in
"Area 3" of their land use plan (Benchmark, 2009). This area of the county will encourage "conservation
subdivision" design for all proposed developments greater than 20 acres in size. The rural character of the
area will be preserved by promoting the clustering of small residential tracts while preserving open space
and farmland. If the watershed that drains to the project site is developed, one acre lot sizes will be the
minimum allowed lot size. Based on this information, and the stormwater requirements for new
development, it does not appear that the project will be significantly impacted by stormwater discharges,
even if a full build -out scenario is implemented in the watershed.
4.2 Geology and Soils Information
The site lies within the Southern Outer Piedmont (Level IV 45b) ecoregion of the Piedmont
physiographic province. This area is characterized by irregular plains with low rounded hills and ridges
consisting of low to moderate gradient streams with mostly cobble, gravel and sandy substrates. The
underlying rocks of the area consist of gneiss, schist and granite covered with deep saprolite and mostly
red, clayey subsoils. According to the soil survey for Rowan County, the soils within the project site are
mapped as Chewacla loam for the northwestern and southern portions of the site and Pacolet sandy loam
for the northeastern tributaries as shown in 2.5 Soil Survey. Chewacla loam is described as a very deep,
somewhat poorly drained soil that occurs within river or stream valleys and drainage ways of the
piedmont. Pacolet sandy loam is a very deep and well- drained soil that occurs within narrow ridges and
side slopes in piedmont uplands. (Soil Survey of Rowan County, NC, NRCS, 2004).
4.3 Reach Summary Information
Existing Streams
The streams at the Jacob's Landing Stream Restoration Site have been impacted by a history of logging
and grazing (See 2.8 Site Photographs). Four separate streams make up the site: Tributary I (TI) begins
in the northwestern project corner, Tributary IA (TI A) flows south to join T1; Tributary 2 (T2) comes
onto the site from the northeastern corner; and Tributary 2A (T2A) originates on the property from seep
flow to then join T2. TI and T2 come together just south of the project boundary before joining another
tributary to form Irish Buffalo Creek (See 2.6. Current Condition Plan View).
TI comes onto the site in the northwestern corner of the property and is a perennial first -order stream that
flows for approximately 1,330 linear feet through the Jacob's Landing Stream Restoration Site. The
stream's drainage originates from the forested slopes south of State Highway 152, where the B -type
channel comes down through a moderately steep valley. T1 -1 flows southeast with isolated bank erosion
15

Draft Mitigation Plan Jacob's Landing Stream Restoration Site
and thick invasive vegetation (primarily Chinese privet) on the banks. Downstream, T1 -2 enters a more
heavily wooded section with a steeper slope along the left bank. TI-3 flows through the wooded section
through a wooden gate and moves into the open pasture. T1 -3 flows approximately 680 linear feet
through the pasture before it reaches the southern project boundary. The stream has been straightened and
consequently lacks the appropriate stream planform. The riparian zone has sparse to no vegetation and the
banks are actively widening and eroding. A culverted crossing is on T1 -3 before it leaves the property.
T1A is a perennial first -order stream that enters the site from the northern project boundary and occupies
a similar landscape position to TI. Its drainage area also begins south of State Highway 152 and flows
south out of a pond upstream of the project site. Once onto the Jacob's Landing Stream Restoration Site,
the stream is a B -type channel approximately 294 linear feet in length before it reaches the confluence
with TI. The tributary enters from a mature forested system upstream, but the riparian vegetation in the
project reach is less mature than that upstream and consists of a few mature trees mixed in with shrubs
and invasive species. As a result, there are sections of banks without rooted protection that are eroding.
T I A has developed torturous meanders as a result of the riparian modifications.
T2 begins from the northeastern corner of the project and is a perennial first -order stream that flows for
approximately 2,935 linear feet until reaching the southern edge of the Jacob's Landing Stream
Restoration Site. Upstream of the project, T2 originates from a farm pond and then travels through a
mature forested slope to reach the start of the project. Once onto the Jacob's Landing Stream Restoration
Site, the stream comes out into a broader valley type where the riparian vegetation has been removed
aside from isolated mature trees. Livestock have had access to the channel and they have further impacted
the bank stability and increased rates of erosion. The existing channel begins with a low width -to -depth
ratio and high bank heights. Eroding slopes within the valley have contributed additional sediment to the
stream and further induced scour and downcutting. The channel has tried to adjust by becoming more
highly sinuous. At approximately 1,300 linear feet downstream on T2, there is a culverted crossing across
the channel and then the stream begins to move to the south and into an entrenched position in the valley.
The stream is characterized by high, eroding banks. Downstream, a bedrock feature serves as grade
control by keeping a large headcut from continuing to migrate upstream. At 1,800 linear feet along T2,
T2A enters from the east. Shortly after the confluence, there is wooden gate across the channel and then
the stream enters a broader valley type. Here the cattle have severely impacted the channel. There is no
riparian vegetation and the stream is actively eroding. Another culverted crossing goes over the channel,
and after this point the stream runs along a steep valley slope on the left bank before leaving the project
site.
T2A is the only stream that originates on the project and is a perennial, first- order, seep- driven stream that
flows west until the confluence with T2. The T2A reach begins at a makeshift tire fence across the
channel. Upstream of the reach, the flow originates out of deep rock gulch. According to the landowner,
the stream has persistent base flow. The stream is deeply entrenched with vertical valley walls. The
riparian vegetation has been removed, which has allowed the steep banks to begin eroding and obscured
the pool and riffle features in the tributary. The valley begins to open up as the channel makes its way to
the confluence with T2.
All project reaches (existing) were evaluated using NCDWQ Stream Classification Forms in February
2012 (Appendix Q. The NCDWQ forms were used to determine if the tributaries were classified as
perennial or intermittent streams. A numerical value of at least 30 points is determined from the NCDWQ
stream identification form to classify the stream as a perennial stream (NCDENR, September I, 2010).
All project reaches scored a numerical value of at least 30 points.
101

Draft Mitigation Plan Jacob's Landing Stream Restoration Site
Channel Classification
TI -1 begins as a "G4" stream type with an entrenchment ratio of 1.5, a width -to -depth ratio of 9.6, and a
bank height ratio of 1.6. Downstream, after the confluence with T I A, the channel classifies as an "E4"
stream type with a very low width -to -depth ratio of 3.7, and an entrenchment ratio of 2.5. The stream then
continues downstream through the pasture with an entrenchment ratio of 3.3 and a very low width -to-
depth ratio of 5.2, classifying the stream as "G4" before reaching Irish Buffalo Creek. T I A is classified as
an "E4" stream type with an entrenchment ratio of 1.9, a moderate width -to -depth ratio of 9.3, and a bank
height ratio of 2.2 as it reaches the confluence of T I -1.
T2 -1 begins as an "E4" stream type with an entrenchment ratio of 2.3 and a low width -to -depth ratio of
8.4. After T2A enters from the east, T2 -2 is classified as "F4" stream type with an entrenchment ratio of
1.4, a width -to -depth ratio of 12.9, and a very high bank height ratio of 4.7. Further downstream, the
channel is classified as a "G4" with a low width -to -depth ratio. T2A is deeply entrenched and classified as
a "G4" stream type with an entrenchment ratio of 1.7, a moderate width -to -depth ratio of 12.8, and a high
bank height ratio of 6.3. The stream continues to be entrenched as it reaches the confluence of T2 -2.
Channel Morphology (Pattern, Dimension, and Profile)
A Rosgen Level III assessment was conducted to gather existing stream dimension, pattern, and profile
data to determine the degree of channel instability. Channel cross - sections were surveyed at eleven
representative locations along the project, one location each on T I -1, T 1 -3, T I A and T2A, as wel I as two
locations each on TI-2, T2 -1, and T2 -2. Data developed from these surveys are presented in a channel
morphology summary in Appendix C.
Channel Stability Assessment
A qualitative stability assessment was performed to estimate the level of departure and determine the
likely causes of the channel disturbance. This assessment facilitates the decision- making process with
respect to restoration alternatives and establishing goals for successful restoration. Streambank
measurements were taken on the following characteristics; bank heights, bank angles, materials, presence
of soil layers, rooting depth, rooting density and percent of bank protection. The data was used to
develop the Bank Erodibility Hazard Rating (BEHI) forms for all reaches (Appendix C), (Rosgen, 2001).
A total of nineteen BEHI rating forms were performed and completed for all reaches. Table 3 summarizes
total BEHI values for all reaches. T1 -1 exhibited BEHI ratings of moderate 29.8, high 33.2, and very high
40.7 with a bank height ratio at 1.6. The Ti-2 assessment exhibited a high BEHI rating of 34.9 with bank
height ratios in the project reach ranging from of 1.9 to 2.2. TI -3 exhibited BEHI ratings of moderate
29.0, high 36.6, and very high 40.9 with a bank height ratio of 1.9. The T I A assessment exhibited BEHI
ratings of moderate 29.8, high 38.8, and very high 40.1 with a bank height ratio at 2.2. T2 -1 exhibited
moderate 28.8, high 38.3, and very high 40.5 BEHI ratings with bank height ratios in the project reach
ranging from 1.5 to 2.0. T2 -2 assessment exhibited BEHI ratings of moderate 29.3, high 39.4, and very
high 41.3 with bank height ratios in the reach ranging from 2.9 and 4.7. TIA exhibited moderate 29.8,
high 38.8, and very high 40.1 BEHI ratings with a bank height ratio of 6.3.
The reaches exhibit characteristics of unstable stream channels. High bank height ratios ( >1 -2) are typical
of incised and /or channelized streams. Most notably, the channels show evidence of bank erosion and
undercutting along with channelization in portions of each reach. Furthermore, several sections do not
have vegetation on the banks and consequently lack rooting strength and cover protection. The high bank
height ratio indicates the lack of a bankfull or floodplain feature along the stream to provide any access
during high flow events.
17

Draft Mitigation Plait
Table 3. BEHI Data
Jacob's Landing Stream Restoration Site
Bankfull Verification
The standard methodology used in natural channel design is based on the ability to select the appropriate
bankfull discharge and generate the corresponding bankfull hydraulic geometry from a stable reference
system(s). The determination of bankfull stage is the most critical component of the natural channel
design process.
Bankfull can be defined as "the stage at which channel maintenance is most effective, that is, the
discharge at which moving sediment, forming or removing bars, forming or changing bends and
meanders, and generally doing work that results in the average morphologic characteristics of the
channels," (Dunne and Leopold, 1978). Several characteristics that commonly indicate the bankfull stage
include: incipient point of flooding, breaks in slope, changes in vegetation, highest depositional features
(i.e. point bars), and highest scour line. The identification of bankfull stage, especially in a degraded
system, can be difficult. Therefore, verification measures were undertaken to validate the correct
identification of the bankfull stage on all project reaches.
18
Left Bank
Right Bank
Total
BEHI
Linear
Footage
BEHI
Linear
Footage
BEHI
Rating
Linear
Footage
TI-I
Very High
Very High
70
40.7
70
High
20
High
40
33.2
60
Moderate
30
Moderate
1 15
29.8 1
45
Reach Total
50
125
TI -2
- -
High 40
34.9 40
Reach Total
-
40
TI-3
Very High
45
Very High
90
29.0
135
Hi h
50
High
100
36.6
150
Moderate
110
Moderate
33
40.9
143
Reach Total
205
223
TIA
Very High
60
Very High
47
29.8
107
Hi h
20
High
15
38.8
35
Moderate
23
Moderate
-
40.1
23
Reach Total
103
62
T2 -1
Very High
340
Very High
-
28.8
340
High
50
High
95
1 38.3
145
Moderate
145
Moderate
130
40.5
275
Reach Total
535
225
T2 -2
Very High
85
Very High
145
29.3
230
High
250
High
135
39.4
385
Moderate
160
Moderate
145
41.3
305
Reach Total
495
425
T2A
Very High
70
Very High
5.
125
High
30
High
15
39.6
45
Moderate
30
Moderate
55
11 42.5
85
Reach Total
1 130
125
Bankfull Verification
The standard methodology used in natural channel design is based on the ability to select the appropriate
bankfull discharge and generate the corresponding bankfull hydraulic geometry from a stable reference
system(s). The determination of bankfull stage is the most critical component of the natural channel
design process.
Bankfull can be defined as "the stage at which channel maintenance is most effective, that is, the
discharge at which moving sediment, forming or removing bars, forming or changing bends and
meanders, and generally doing work that results in the average morphologic characteristics of the
channels," (Dunne and Leopold, 1978). Several characteristics that commonly indicate the bankfull stage
include: incipient point of flooding, breaks in slope, changes in vegetation, highest depositional features
(i.e. point bars), and highest scour line. The identification of bankfull stage, especially in a degraded
system, can be difficult. Therefore, verification measures were undertaken to validate the correct
identification of the bankfull stage on all project reaches.
18

Draft Mitigation Plan Jacob's Landing Stream Restoration Site
The regional hydraulic geometry relationships (regional curves) were utilized to compare the bankfull
discharge calculated from the field identification. Regional curves are typically utilized in ungauged areas
to approximate bankfull discharge, area, width, and depth as a function of drainage area based on
interrelated variables from other similar streams in the same hydrophysiographic province. Regional
curves and corresponding equations from "Bankfull Hydraulic Geometry Relationships for North
Carolina Streams" (Harman et al., 1999) were used to approximate bankfull in the project reaches. Based
on the regional curves, a bankfull discharge and cross - sectional area were estimated for all reaches. For
TI - I and T1 -2, the regional curve estimates a bankfull discharge of 46 ft3 /s and a cross - sectional area of
11.4 ft2. For T 1 -3, the regional curve estimates a bankfull discharge of 48 ft3 /s and a cross - sectional area
of 12 ft2. For T1A, the values were estimated at 27 ft3 /s, and 7 ft2. For T2 -1, the regional curve estimates
a bankfull discharge of 32 ft3 /s and a cross - sectional area of 8.2 ft2, while T2 -2 estimates a bankfull
discharge of 40 ft3 /s and a cross - sectional area of 10.1 ft2. For T2A, the values were estimated at 12 ft3 /s
and 3.2 ft2.
A similar reach of UT to Irish Buffalo Creek, located 400 linear feet upstream on the existing project
reach T1, was surveyed for a reference stream by KCI in February 2012. KCI analyzed the relationship
between drainage area and discharge to the NC rural piedmont regional curve data. The results indicated
the bankfull cross - sectional area and discharge for the reference stream reveal consistent plotting of the
regional curve data, demonstrating that bankfull stage is suitable at the reference stream. Since this stream
is located upstream TI, KCI feels that it is a suitable reference for the project reaches.
The method used to confirm bankfull stage at Jacob's Landing Stream Restoration Site was bankfull field
identification. Field identification of bankfull indicators on existing cross - sections were utilized on T2
and UT to Irish Buffalo Creek Reference Reach (TI). For T2 -1, XS -1 bankfull field indicators resulted in
a discharge of 31 ft3 /s, which correlated to the regional curve bankfull discharge of 32 ft3 /s. For the
reference reach cross - section, bankfull field indicators resulted in a discharge of 25 ft3 /s, which is similar to
the regional curve bankfull discharge of 25 ft3 /s. After analyzing the bankfull verification results, the design
discharges were set for the project reaches. The design bankfull discharges are shown in Table 4.
Table 4. Bankfull Discharge
Parameters
RefXSnee
T1 -1
T1 -2
T1 -3
TIA
T2A
T2 -1
T2 -2
Regional Curve
25 ft3 /s 46 ft3 /s
46 ft3 /s
48 ft3 /s 27 ft3 /s 12 ft3 /s 32 ft3 /s 40 ft3 /s
Bankfull Field
Indicators
XS_ 1
31 ft' /s
Design
Discharge
46 ft3 /s
45 ft3 /s
47 ft3 /s 27 ft3 /s 12 ft3 /s 33 ft3 /s 40 ft3 /s
UT to Irish
Buffalo Creek
Reference (T1)
Discharge
25 ft3 /s
Bankfull data for the project reaches were compared with the NC rural piedmont regional curve. The
proposed cross - sectional areas and bankfull discharge for the reaches are shown overlaid with the NC
rural piedmont regional curve in (4.4 Regional Curve Discharge). Analysis of the bankfull cross - sectional
areas and discharge for the project reaches reveal consistent correlation with the NC rural piedmont
regional curve data
M

Draft Mitigation Plan
Vegetation
Jacob's Landing Stream Restoration Site
Because of previous cattle impacts and logging at Jacob's Landing Stream Restoration Site, no distinct
vegetative communities exist on the site. The vegetation within the project area is primarily comprised of
open pastures dominated by various grass species and small understory trees.
The start of TI is in early successional growth with riparian vegetation limited to small trees and shrubs
or herbaceous vegetation. The dominant species consist of tulip poplar (Liriodendron tidipifera), red
maple (Ater rubrum), and box elder (Ater negundo). Chinese privet (Ligustrum sinense) and multiflora
rose (Rosa multiflora) are the main invasive species interspersed along the upstream portion of T1. These
species will be mechanically removed during the construction phase of the project and any remaining
plants will be treated. Treatment techniques may vary based on seasonality, the concern for drift and the
size of the plants and stems. Basal bark spray of Garlon 4 (triclopyr ester) and foliar spraying of Rodeo
(glyphosate) or Escort XP (metsulfuron methyl) will be the preferred treatment methods. Treatments will
be targeted in late summer, when possible. For large stems, stem injections using Garlon 3A (triclopyr)
will be completed in the fall. The downstream portion of TI has been affected by cattle grazing and
consists of various grass species. In order to minimize the allelopathic influence of tall fescue (primarily
Kentucky 31) along the stream banks and within the riparian zone, fescue will be mechanically removed
and or treated with glyphosate herbicide. A chelated form of glyphosate (Rodeo, or similar) will be used
in proximity to the stream, and a non - chelated form (Roundup, or similar) will be used in upland areas.
Along T I A the riparian vegetation in this reach is less mature than upstream of the project and consists of
various grasses.
The entire length of T2 has been affected by cattle grazing. The vegetation within the project area is
primarily comprised of open pastures dominated by various grass species.
ff

Draft Mitigation Plan
4.4 Regional Curve Discharge
10000
1000
m
M
t
U
N
100
10 r-
0.1
Jacob's Landing Stream Restoration Site
North Carolina Piedmont Regional Curve: Discharge
1 Drainage Area (square 100 1000
(square miles)
• Rural Data n T1 -1 and T1 -2 (proposed) • T2 -1 (proposed)
• T1 and T2 Reference Reach A T1 -3 (proposed) • 72 -2 (proposed)
(UT to Irish Buffalo Creek) a T1A (proposed)
North Carolina Piedmont Regional Curve: Bankfull Area
ti=MEN itill�[ �ti� ■ ■�Il�titi�!iL71[��� ■ ■titill
„ ■ ���Illll����llllliii��lllll� ■ ■�IIIII
----- ■■ ■■r_� ....man
----- ....--- -.....
���■■■ �Ilti� ' %� ■ ■ ■� /1��� ■ ■ ■�Iltit�� ■ ■ ■�Iti
lllllllllllllllia' l��w�■ �u% i��■■■ ���llllllllillli��l ■■■■���l�il��■■■ill
��` ►�!''�ii111� ■��illll ■ ■ ■�IIIII�■ ■11111
X5217-- ■ ■ ■ ■t- �- - - ■ ■ ■■ � fi- - - ■ ■ ■■ t- ti - - ■ ■ ■■ ■
., leiMEN ioil
■ ■ ■iiiiii�■i ■iiiiii ■ ■ ■iiiiii
■■■ �IIIII� ■ ■�IIIII ■ ■ ■�IIIII ■■■�IIIII
• Rural Data • T1 -1 and T1 -2 (proposed) • T2 -1 (proposed)
• T1 and T2 Reference Reach • T1 -3 (proposed) a T2 -2 (proposed)
(UT to Irish Buffalo Creek) • T1 (proposed)
Reference; Wildlands Engineering, Inc. 2010
21

Draft Mitigation Plan
4.5 Wetland Summary Information
Not applicable for this project.
4.6 Regulatory Considerations
Jacob's Landing Stream Restoration Site
The Jacob's Landing Stream Restoration Site is not located within the 100 -year floodplain (Zone AE);
therefore regulatory considerations are not applicable for this project.
5.0 DETERMINATION OF CREDITS
Mitigation credits presented in these tables are projections based upon site design. Upon completion of
site construction the project components and credits data will be revised to be consistent with the as -built
condition.
Table 5. Determination of Credits
22
Mitigation
Credits
Stream
Riparian
Wetland
Non - riparian
Wetland
Buffer
Nitrogen
Nitrogen
Offset
Phosphorous
Nutrient Offset
Type
R
El
Ell
-
-
-
-
-
Length
4,015
465
109
-
Credit
4,015
310
44
TOTAL
CREDITS
4,369
Project Components
Reach ID
Existing Footage
Approach
�Pl' Pal etc')
Restoration -or-
Restoration
Equivalent
Designed
Footage
Mitigation Ratio
T1 -1
326
P2
Restoration
303
1:1
Tl -2
158
Enhancement Il
109
1:2.5
T1 -3
846
P2
Restoration
893
1:1
T1A
294
P2
Restoration
178
1:1
T24
1,800
P2
Restoration
1,581
1:1
T2 -2
1,135
P2
Restoration
1,060
1:1
T2A
465
Enhancement 1
465
1:1.5
22

Draft Mitigation Plan
6.0 CREDIT RELEASE SCHEDULE
Jacob's Landing Stream Restoration Site
All credit releases will be based on the total credit generated as reported by the as -built survey of the
mitigation site. Under no circumstances shall any mitigation project be debited until the necessary
Department of Army (DA) authorization has been received for its construction or the District Engineer
(DE) has otherwise provided written approval for the project in the case where no DA authorization is
required for construction of the mitigation project. The DE, in consultation with the Interagency Review
Team (IRT), will determine if performance standards have been satisfied sufficiently to meet the
requirements of the release schedules below. In cases where some performance standards have not been
met, credits may still be released depending on the specifics of the case. Monitoring may be required to
restart or be extended, depending on the extent to which the site fails to meet the specified performance
standard. The release of project credits will be subject to the criteria described as follows:
Stream Credits
Monitoring
Credit Release Activity
Interim
Total
Year
Release
Released
0
Initial Allocation — see requirements below
30%
30%
1
First year monitoring report demonstrates performance
10%
40%
standards are being met
2
Second year monitoring report demonstrates performance
10%
50%
standards are being met
65 % *)
3
Third year monitoring report demonstrates performance
10%
60%
standards are being met
(75 % *)
4
Fourth year monitoring report demonstrates performance
10%
70%
standards are being met
85 % *)
5
Fifth year monitoring report demonstrates performance
15%
100%
standards are being met and project has received closeout approval
*If two bankfull events have been observe
Initial Allocation of Released Credits
The initial allocation of released credits, as specified in the mitigation plan can be released by the NCEEP
without prior written approval of the DE upon satisfactory completion of the following activities:
a. Approval of the final Mitigation Plan
b. Recordation of the preservation mechanism, as well as a title opinion acceptable to the USACE
covering the property
c. Completion of project construction (the initial physical and biological improvements to the
mitigation site) pursuant to the mitigation plan; Per the NCEEP Instrument, construction means
that a mitigation site has been constructed in its entirety, to include planting, and an as -built
report has been produced. As -built reports must be sealed by an engineer prior to project closeout,
if appropriate but not prior to the initial allocation of released credits.
d. Receipt of necessary DA permit authorization or written DA approval for projects where DA
permit issuance is not required.
23

Draft Mitigation Plait
Subsequent Credit Releases
Jacob's Landing Stream Restoration Site
All subsequent credit releases must be approved by the DE, in consultation with the IRT, based on a
determination that required performance standards have been achieved. For stream projects a reserve of
15% of a site's total stream credits shall be released after two bank -full events have occurred, in separate
years, provided the channel is stable and all other performance standards are met. In the event that less
than two bank -full events occur during the monitoring period, release of these reserve credits shall be at
the discretion of the IRT. As projects approach milestones associated with credit release, the NCEEP will
submit a request for credit release to the DE along with documentation substantiating achievement of
criteria required for release to occur. This documentation will be included with the annual monitoring
report.
7.0 MITIGATION WORK PLAN
7.1 Target Stream Type and Plant Communities
Target Streams
The design for the Jacob's Landing Stream Restoration Site proposes the Restoration of approximately
4,015 linear feet, Enhancement I of approximately 465 linear feet, and Enhancement II of 109 linear feet.
The Enhancement I will involve adjusting the stream to have the appropriate profile and dimension, while
the Enhancement II will involve grading the stream banks, removing invasive vegetation and planting the
buffer with native trees (USACE et. al 2003). The tributaries are divided into seven separate reaches
based on the restoration or enhancement approach applied to the portions of the channels. The project
reaches are identified in 7.6 Proposed Mitigation Plan View.
Target Plant Communities
The 50 -foot buffer along the project streams will receive riparian plantings consisting of native woody
species and will be incorporated as outlined in the planting plan. Six hundred and eighty (680) stems per
acre (8' x 8' spacing) will be planted along restoration reaches to achieve a mature survivability of two
hundred sixty (260) stems per acre. Woody vegetation planting will take place during donnancy. The
riparian areas for TI-1, T 1 -2, TI-3, T I A, T2 -1, and T2 -2 will be planted as a Piedmont Alluvial Forest
and will consist of at least five of the following:
American Sycamore Platanits occidentalis River Birch Betula nigra
Swamp Chestnut Oak Quercus michauxii Willow Oak Quercus phellos
Green Ash Fraxinus pennsylvanica Tulip Poplar Liriodendron ttdipifera
The riparian areas of T2A will be planted as Mesic Mixed Hardwood Forest and may consist of the
following species:
Tulip Poplar Liriodendron tulipifera White oak Quercus alba
Southern Red Oak Quercus falcata American Persimmon Diospyros virginiana
Willow Oak Quercus phellos Pin oak Quercits palustris
On the restored stream banks, live stakes will be used to provide natural stabilization. Appropriate species
identified for live staking include:
Silky Dogwood Cornats amomum Silky Willow
Black Willow Salix nigra- Common Elderberry
24
Salix sericea
Sambuczts canadensis

Draft Mitigation Plan Jacob's Landing Stream Restoration Site
A herbaceous seed mix composed of appropriate native species will also be developed and used to further
stabilize and restore the riparian and bank zones following construction.
In addition to planting the proposed community types, vegetative restoration will also include eliminating
invasive species that have moved into portions of the site. The targeted species will be treated with an
appropriate herbicide as needed to control populations.
7.2 Design Parameters
The mitigation approach for the Jacob's Landing Stream Restoration Site will aim to restore and protect
the headwater tributaries to Irish Buffalo Creek. Mitigation actions will focus on repairing isolated
sections of bed degradation and bank erosion and restoring the unstable reaches that have been
straightened or severely degraded by cattle. The overall approach to the design of Jacob's Landing Stream
Restoration Site is Priority 2 Restoration, which will involve creating a new stream profile and dimension
and a bankfull bench (Rosgen, 1997). A combination of Priorities I and 2 approach will be utilized along
TI -3 by creating an appropriate dimension, pattern, profile and reconnecting the floodplain to an
elevation at or similar to the historic floodplain elevation.
Tributary T1 -1 —303 linear feet of Restoration
Upstream of the TI -I is an existing culvert crossing, which will be reset and stabilized. The stream will
be restored to a C4 -type channel with a stable planform using a Priority 2 approach. Restoration of this
reach will involve stabilizing the outer left vertical bank, which is currently a large source of sediment
into the stream. Grade control structures will be installed to direct the stream along the reconstructed
channel and a bankfull bench will better accommodate large flows.
Tributary T1 -2 — 109 linear feet of Enhancement 11
This reach has stable gravel /cobble riffles, but the riparian buffer has been impacted by grazing along the
left bank and logging on the right bank. Enhancement actions will focus on stabilizing bank erosion as
well as removing invasive vegetation and replanting with native trees. A seep coming into T1 from the
east will also be stabilized and protected within the conservation easement.
A 50 -foot easement exception will be left out of the project easement along this reach to ensure
landowner access to the other side of the channel in the future. No crossing will be constructed at this
time.
Tributary TI -3 — 893 linear feet of Restoration
This final reach of T 1 -3 is the most highly modified section of the tributary. The existing stream has been
straightened as it comes out into a broader valley type. A combination of Priorities I and 2 approach will
be used to restore a C4 -type channel. A new channel planform will be constructed by moving the stream
to the right (west). Pulling the stream away from the old channel will allow for the channel to be brought
up closer to the relic floodplain and for larger entrenchment ratios with a wider floodprone area to
attenuate flows. A stable meandering planform with low to moderate sinuosity will be developed to tie the
stream into the downstream end of the project.
The existing road crossing located at the end of the downstream reach will be reconstructed into a
culverted crossing.
Tributary T I A — 178 linear feet of Restoration
T1A exhibits a highly sinuous stream with unstable meander curves, which have resulted in bank erosion
along the outer bends. This section immediately before the confluence with TI-1 will be restored to stable
B4c /C4 -type channel using a Priority 2 approach. The planform will be altered to create a stable
25

Draft Mitigation Plan Jacob's Landing Stream Restoration Site
alignment as the stream flows to the confluence with TI. To account for the slightly higher slope on TIA,
the design will include frequent grade control structures that will mimic the natural step pool sequences
found in streams of this type. These step pools will create the pool habitat that the stream is currently
lacking.
Tributary T2 -1 — 1,581 linear feet of Restoration
T2 -1 enters the Jacob's Landing Stream Restoration Site from a mature forested area and then becomes
highly sinuous within the project bounds as it has attempted to adjust to the removal of riparian vegetation
and an increased sediment supply from unstable banks and valley walls. As a result, the channel is
attempting to downcut and there is a lack of riffle and pool sequencing. The restoration of T2 -1 will use a
Priority 2 approach to restore a C4 -type channel. Unstable meanders will be reshaped to a stable pattern
with a bankfull bench. Habitat and grade control structures will be used to create feature diversity in the
profile, maintain pool depth, and prevent further downcutting of the stream.
The existing road crossing within this reach will be reconstructed. The new road crossing will be a
culverted crossing within a 50 -foot wide easement exception.
Tributary T2 -2 —1,060 linear feet of Restoration
Downstream of the confluence with T2A, T2 -2 continues to be entrenched within a tight valley for
another 200 linear feet but then emerges in a broader valley type for the remainder of the reach. In this
section, T2 -2 has experienced severe impacts from cattle. A new channel planform will be constructed by
moving the stream to the left (east) for approximately 400 linear feet before crossing the existing channel
to move the stream to the right (west). A stable meandering planform with low to moderate sinuosity will
be developed to tie the stream into the downstream end of the project.
The existing road crossing within this reach will be reconstructed into a culverted crossing within a 50-
foot wide easement exception.
Tributary T2A — 465 linear feet of Enhancement 1
T2A is confined within a steep valley and the removal of riparian vegetation has led to bank erosion. The
stream is also cutting down to meet the confluence with T2 -2, which has caused bed degradation and an
incised channel. This reach will be enhanced by shaping the banks to creating a bankfull bench, and
installing grade control structures to gradually drop the bed elevation down. The reach will be stabilized
by replanting the riparian buffer to achieve a mix of native tree species.
Additional Site Enhancement Measures:
In addition to the stream mitigation proposed, KCI will also stabilize incoming seeps and side slopes at
the Jacob's Landing Stream Restoration Site. Due to the hilly terrain at the site, there are many incoming
small drainages and seeps. Currently, these seeps are not protected and most are open to cattle impacts or
contributing to bank instability as they enter the project streams. However, they have high potential for
ecosystem uplift as amphibian habitat and pocket wetlands alongside the riparian buffer. As part of the
overall site restoration, these seeps will be protected in the project easement and stabilized as necessary to
become an integral part of the riparian corridor connecting to Irish Buffalo Creek.
7.3 Data Analysis
The streams at the Jacob's Landing Stream Restoration Site will be restored using a combination of C4
and B4c /C4 Rosgen stream types. The project streams are divided into reaches based on the drainages
entering the streams and the restoration or enhancement approach needed to design the proposed
channels. The morphological design criteria for each of the reaches are found in Table 6. Morphological
Design Criteria. Below is a description of the specific design approach used for all project reaches.
26

Draft Mitigation Plan Jacob's Landing Stream Restoration Site
T 1 has been divided into three reaches based on the restoration and enhancement approach. T I -1 and T I -
3, will be restored as C4 channels, while T1 -2 will be enhanced as a C4 channel, using the UT to Irish
Buffalo Creek Reference Reach (T1) morphological criteria. T2 was also divided into separate reaches
and will be restored as C4 channels using the UT to Irish Buffalo Creek Reference Reach (TI)
morphological criteria. The pattern and profile for TI and T2 were developed from detailed
morphological criteria and hydraulic geometry relationships taken from stable sections of UT to Irish
Buffalo Creek Reference Reach (TI) (See Table 6 and Appendix C Morphological Design Criteria).
TIA will be restored as a B4c /C4 stream type, using the UTFR Reference Reach to develop the
morphological criteria. T2A will be enhanced to a B4c /C4 stream type by grading a stable cross - section
and profile with a newly stabilized riffle -pool sequence, and restoring a native riparian buffer. The UTFR
Reference Reach was used to develop the morphological criteria.
The design discharges and cross - sectional areas for all project reaches compare closely to their values as
predicted by the regional curve. The designed stream discharges were also evaluated using the channel
hydraulics and sediment transport for the proposed cross - sectional areas.
In- stream structures, including step pools, riffle grade controls, soil lifts, and log drops will be used to
stabilize the restored channels (Refer to Plan Sheets 3 and 4). These structures are designed to reduce
bank erosion, influence secondary circulation in the near -bank region of stream bends, and provide grade
control. The structures fiirther promote efficient sediment transport and produce /enhance in- stream
habitat. Riffle areas will also be enhanced with graded gravel material to mimic existing stable riffle
features. Coir fiber matting and seeding will be used to stabilize the newly graded stream banks and live
stakes will be planted to provide long -term rooting strength.
During construction, the number of mature trees removed from the existing riparian areas will be
minimized as much as possible. Any valuable trees that may provide immediate shade to the restored
channel will be left in place if feasible. In the enhancement areas, certain trees may be able to remain on
one bank if the opposite bank can be reshaped to accommodate the appropriate dimension for the stream.
Prior to construction, woven wire exclusion fencing (Stay Tuff, model 949 -12) and alternative watering
options will be installed along the easement boundary to keep livestock out of the project streams. The
fence will be expanded upslope of the easement boundary in several areas to include areas of steep slope
where cattle access could potentially cause erosion. In these areas additional easement signage will be
required to adequately mark the easement boundary. TI -3 and all of T2 and T2A will have fence
installed along the easement boundary. Further upstream along T1 and TIA, new fence will be installed
along the eastern easement boundary and then tie into existing fence in the upper forested reaches. To
ensure adequate cattle watering, a groundwater well and five, four -hole cattle waterers will be installed
prior to construction.
7.4 Reference Streams
A reference reach is a channel with a stable dimension, pattern, and profile within a particular valley
morphology. The reference reach is used to develop dimensionless morphological ratios (based on
bankfull stage) that can be extrapolated to disturbed /unstable streams to restore a stream of the same type
and disposition as the reference stream (Rosgen 1998). For this project, two reference reaches were used
to design the proposed restoration reaches: an Unnamed Tributary to Fisher River (UTFR) in Surry
County and UT to Irish Buffalo Creek (TI) (see Appendix C for detailed reference reach data).
27

Draft Mitigation Plan Jacob's Landing Stream Restoration Site
UT to Fisher River Reference Site
An Unnamed Tributary to Fisher River (UTFR), a first order rural stream in Surry County, was selected
as a reference reach for the restoration of the project streams. The reference reach is located on Fisher
Valley Road off of Exit 93 from Interstate 77. The valley slope is approximately 1.6 %. The sediment
distribution and transport are similar to the project streams. The local topography is characterized by
rolling hills. Approximately 300 linear feet of UTFR was surveyed and was classified as a 134c channel.
UTFR flows northeast into Fisher River and drains approximately 0.38 square mile of predominantly
forested land with a small section of rangeland. The reference reach watershed is within the Northern
Inner Piedmont ecoregion in the Piedmont physiographic province. The site is in the 14 -digit hydrologic
unit 03040101090010 in the Yadkin Basin and is in the DWQ Subbasin 03- 07 -02. The reference reach
watershed elevations range from 1,420 feet AMSL at the headwaters of the site to 1,210 at the bottom of
the reference reach.
UT to Irish Buffalo Creek Reference Site (TI)
A short reach of a tributary to Irish Buffalo Creek, located approximately 400 linear feet upstream of the
existing project reach on TI-1, was surveyed by KCI in February 2012 (Appendix Q. The sediment
distribution and transport are the same as the project streams. A stable riffle cross - section was surveyed
and classified as an E4 channel to be used as a dimensional reference. Although likely logged previously,
historic aerial photos indicate that this upstream reach of TI has been under mature forest for at least fifty
years. The stream flows through a hardwood forest and has stable planform and banks. Small
cobble /gravel riffles are present and there is no evidence of bed degradation. The forest cover becomes
less mature as the stream travels downslope, but the channel remains stable with functional riffles and
pools. The dimensionless hydraulic geometry relationships were developed from stable channel
dimensions to facilitate the design of the proposed channel cross - section, planform, and pattern data for
TI and T2 restoration reaches.
28

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Variables
Existing
Existing
Ref. Reach
UTFR
Proposed
Proposed
T1A
T2A
T1A
T2A
Rosgen Stream Type
E4
G4
134c
B4c /C4
B4c /C4
Mitigation Type
Enh I
Enh II
N/A
Enh I
Enh II
Drainage Area (mr)
021
006
04
021
006
Bankfull Width (Wbkf) (ft)
77
66
90 -100
85
65
Bankfull Mean Depth (dbkf) (ft)
08
05
1 1 -1 2
07
05
Bankfull Cross - Sectional area (Abkf) (ftZ)
64
34
10 4 -10 7
62
3 5
W idth/depth Ratio (Wbk dbkf)
93
12 8
8 0 -10 0
120
120
Maximum Depth (dbkf) (ft)
1 2
1 1
1 3 -1 5
1 2
09
Width of flood prone area (Wrp,) (ft)
15
11
13 -21
19
14
Entrenchment Ratio (ER)
1 9
1 7
1 3 -2 3
22
22
Sinuosity (stream length/valley length) (K)
2 10
1 16
1 20
I 11
1 13
Bank Height Ratio (BHR)
22
63
1 0
1 0
10
Mean Bankfull Velocity (V) (fps)
48
3 3
4 1-45
44
3 3
Bankfull Discharge (Q) (cfs)
305
11
42 -46
27 1
11 5
Average water surface slope
0 023
0 019
0 013
0 017
0 014

Draft Mitigation Plan Jacob's Landing Stream Restoration Site
7.5 Sediment Transport Analysis
In order to analyze the existing sediment conditions within the project streams, bar samples were taken
from the Jacob's Landing Stream Restoration Site. In addition, the streams were sampled using the
Wolman pebble count method at eight locations for trend analysis. These data are provided in Appendix
C. Based on this analysis, the majority of the project reaches are dominated by gravel material with
portions of sand in the smaller, headwater reaches.
After analyzing the existing sediment conditions, the site was studied with respect to proposed sediment
transport. In active bed systems, there is a threshold level of bedload movement. At low flow levels, only
the smallest particles will move, with the larger particles resisting the flow of the stream; this is the
condition of partial sediment transport. As the stream flow increases, eventually every particle on the
streambed will show threshold movement. This is the condition of full sediment transport. If the largest
particle that moves during a bankfull event can be identified, then the flow conditions that produced this
movement can be determined and this flow condition (channel competency) can be used in the design of
the restored stream. Determinations of the design shear stresses were made based on the sediment
distribution from the surface and subsurface sampling.
These shear stresses were validated for the proposed riffle cross - sections and channel gradient using the
equation below. The shear stress values for the designed reaches were calculated and related to the
movement of a particular grain size using Shield's threshold of motion curve (See Table 7) (Shields et al.
1936). An approximate bedload transport rate was modeled using the Wilcock and Crowe model for
mixed gravel -sand beds using existing surface (pebble count) data.
T = yRs
Where: T = shear stress (lb /ft2)
y = specific gravity of water (62.4 Ib /ft )
R = hydraulic radius (ft)
s = average water slope (ft /ft)
Table 7. Sediment Analysis
Project
Reach
Shear Stress at
Designed Reaches
(lb /sq. ft)
Largest Grain
Diameter Mobilized
(mm)
Equivalent
Grain Type
Be Rate Transport
Rate (lb/min)
TI-1
0.64
49
Very Coarse Gravel
117
TI-2
0.64
49
Very Coarse Gravel
152
TI -3
0.43
33
Very Coarse Gravel
70
T I A
0.74
57
Very Coarse Gravel
134
T2 -1
0.52
40
Very Coarse Gravel
129
T2 -2
0.52
39
Very Coarse Gravel
222
T2A
0.45
34
Very Coarse Gravel
N/A
The predicted mobilized material and bedload transport rates are appropriate for the gravel material
existing within the project streams. The project streams all have small watershed areas that drain to them
and the incoming sediment supply is limited. Currently, the smaller -sized sands and fine gravels within
the project streams are coming from active bank erosion. This source will be reduced following the
project restoration. Along TI, the proposed stream progresses from steeper, slightly entrenched reaches in
31

Draft Mitigation Plan
Jacob's Landing Stream Restoration Site
TI -I and TI -2 to the proposed Priority I -reach of TI-3 with less stream energy. T2 maintains a similar
slope along its length and therefore both reaches are similar in the size of material moved.
T2A is a threshold channel, which is defined as a stream where the bed material inflow is negligible and
the channel boundary is immobile even at high flows (Shields et al. 2003). T2A is a seep- driven channel,
and due to its location in a deep valley it has a limited supply of sediment that reaches the channel. There
is an existing stable gravel bed layer that is not mobilized during bankfull events. As opposed to an active
bed system, a threshold channel never achieves full sediment transport; the system only achieves partial
sediment transport. Therefore, the bedload rates provided for the other tributaries are not relevant for
T2A. The existing stable gravel bed will be maintained or enhanced for this tributary.
Based on this analysis, the designed channels provide sufficient competency for the type of streams
proposed and are capable of transporting sediment during bankfull events.
32

Draft Mitigation Plan
7.6 Proposed Mitigation Plan View
Jacob's Landing Stream Restoration Site
33

Draft Mitigation Plan
8.0 MAINTENANCE PLAN
Jacob's Landing Stream Restoration Site
KCI shall monitor the site on a regular basis and shall conduct a physical inspection of the. site a
minimum of once per year throughout the post- construction monitoring period until performance
standards are met. These site inspections may identify site components and features that require routine
maintenance. Routine maintenance should be expected, most often in the first two years following site
construction and may include the following:
Component/Feature
Maintenance Through Project Close -Out
Routine channel maintenance and repair activities may include chinking of in-
stream structures to prevent piping, securing of loose coir matting, and
Stream
supplemental installations of live stakes and other target vegetation along the
channel. Areas where stormwater and floodplain flows intercept the channel
may also require maintenance to prevent bank failures and head-cutting.
Vegetation shall be maintained to ensure the health and vigor of the targeted
plant community. Routine vegetation maintenance and repair activities may
include supplemental planting, pruning, mulching, and fertilizing. Exotic
Vegetation
invasive plant species shall be controlled by mechanical and /or chemical
methods. Any vegetation control requiring herbicide application will be
performed in accordance with NC Department of Agriculture (NCDA) rules and
re ulations.
Site boundaries shall be identified in the field to ensure clear distinction between
the mitigation site and adjacent properties. Boundaries may be identified by
Site Boundary
fence, marker, bollard, post, tree - blazing, or other means as allowed by site
conditions and /or conservation easement. Boundary markers disturbed, damaged,
or destroyed will be repaired and /or replaced on an as needed basis.
Utility rights -of -way within the site may be maintained only as allowed by
Utility Right -of-
Conservation Easement or existing easement, deed restrictions, rights of way, or
Way
corridor agreements.
Road crossings within the site may be maintained only as allowed by
Road Crossing
Conservation Easement or existing easement, deed restrictions, rights of way, or
corridor agreements.
Storm water management devices will be monitored and maintained per the
Stormwater
protocols and procedures defined by the NC Division of Water Quality Storm
Management Device
Water Best Management Practices Manual.
9.0 PERFORMANCE STANDARDS
Monitoring of the Jacob's Landing Stream Restoration Site shall consist of the collection and analysis of
stream stability and riparian /stream bank vegetation survivability data to support the evaluation of the
project in meeting established restoration objectives. Specifically, project success will be assessed
utilizing measurements of stream dimension and profile; site photographs, and vegetation sampling.
The purpose of monitoring is to evaluate the stability of the restored stream. Following the procedures
established in the USDA Forest Service Manual, Stream Channel Reference Sites (Harrelson et al. 1994)
and the methodologies utilized in the Rosgen stream assessment and classification system (1994 and
1996), data collected will consist of detailed dimension measurements, longitudinal profiles, and bed
materials sampling.
Dimension
Permanent cross - sections will be established along the restored and enhanced reaches and will be used to
evaluate stream dimension stability. Permanent monuments will be established at the left and right extents
34

Draft Mitigation Plan Jacob's Landing Stream Restoration: Site
of each cross - section by either conventional survey or GPS. The cross - section surveys shall provide a
detailed measurement of the stream and banks and will include points on the adjacent floodplain or
valley, at the top of bank, bankfull, at all breaks in slope, the edge of water, and thalweg. Width/depth and
entrenchment ratios will be calculated for each cross - section based on the survey data.
Cross - section measurements should show little or no change from the as -built cross - sections. If changes
do occur, they will be evaluated to determine whether they are minor adjustments associated with settling
and increased stability or whether they indicate movement toward an unstable condition.
Profile
A 3,000 linear foot detailed longitudinal profile will be conducted along portions of T1, T2, T1A, and
T2A. Measurements will include slopes (average, pool, and riffle) as well as calculations of pool -to -pool
spacing. Annual measurements should indicate that bedform features are stable with little change from the
as -built survey. The pools should maintain their depth with lower water surface slopes, while the riffles
should remain shallower and steeper than the average values for the stream.
Bed Materials
Pebble counts will be conducted at each monitored riffle cross - section for the purpose of repeated
classification and to evaluate sediment transport.
Verification of Bankfull Events
During the monitoring period, a minimum of two bankfull events must be recorded within the five -year
monitoring period. These two bankfull events must occur in separate monitoring years. Bankfull events
will be verified using automatic stream monitoring gauges to record daily stream depth readings.
Photograph Reference Points
Permanent photograph reference points will be established to assist in characterizing the site and to allow
qualitative evaluation of the site conditions. The location and bearing /orientation of each photo point will
be documented to allow for repeated use.
Cross - section Photograph Reference Points
Each cross - section will be photographed to show the form of the channel with the tape measure stretched
over the channel for reference in each photograph. An effort will be made to consistently show the same
area in each photograph.
Visual Assessment
An annual site walk will be conducted at the end of each monitoring period to document any stream
problem areas. Particular attention will be paid to the enhancement reaches and the two tributaries.
Specific problem areas that could arise include excessive bank erosion, bed deposition or aggradation, or
problems with the installed structures. The findings of the visual assessment as well as any recommended
corrective actions for problem areas will be summarized in the monitoring reports by way of a Current
Conditions Plan View figure.
Vegetation
The success of the riparian buffer plantings will be evaluated using thirteen, ten -by -ten meter vegetative
sampling plots and will use the CVS -EEP version 4.2, stream vegetation monitoring protocol (Lee et al.
2008). The corners of each monitoring plot will be permanently marked in the field. The coordinates of
the plot corners will be recorded using conventional survey. The monitoring will consist of the following
data inventory: composition and number of surviving species, total number of stems per acre, diameter at
breast height for trees greater than 5 feet in height, and vigor. Additionally, a photograph will be taken of
each plot that will be replicated each monitoring year. Riparian vegetation must meet a minimum survival
35

Draft Mitigation Plan Jacob's Landing Stream Restoration Site
success rate of 320 stems /acre after three years, 288 stems /acre after four years, and 260 stems /acre after
five years. If monitoring indicates that the specified survival rate is not being met, appropriate corrective
actions will take place, which may include invasive species control, the removal of dead /dying plants and
replanting.
10.0 MONITORING REQUIREMENTS
The first scheduled monitoring will be conducted during the first full growing season following project
completion. Monitoring shall subsequently be conducted annually for a total period of five years or until
the project meets its success criteria.
Beginning at the end of the first growing season, KCI will monitor the planted vegetation for five years or
until the success criterion is met. Annual monitoring reports will be prepared and submitted after all
monitoring tasks for each year are completed. The report will document the monitored components and
include all collected data, analyses, and photographs. Each report will provide the new monitoring data
and compare the most recent results against previous findings. Monitoring will also include evaluating the
site for potential maintenance needs, including but not limited to invasive species problems, stream
channel instability, riparian vegetation survival, floodplain scour and easement violations or
encroachments. If problems arise, maintenance will occur to address the problem area. Maintenance will
occur throughout the monitoring period on an as- needed basis. Specific maintenance activities, including
any easement violations or encroachments will be documented in yearly monitoring reports. The
monitoring report /format will be similar to that set out in the most recent EEP monitoring protocol.
Required
Parameter
Quantity
Frequency
Notes
Once, during
Yes
Pattern
as -built
survey
To be distributed throughout the
Yes
Dimension
10 Cross - sections
annual
project reaches.
Profile will include sections of all
Yes
Profile
3,000 linear feet
annual
project reaches
Pebble counts at permanent
Yes
Substrate
riffle cross - sections
annual
Two pressure transducer gauges
Surface
Two, one each on T and
will be installed on site; the devices
Yes
Water
T2.
annual
will be inspected every two months
Hydrology
to document the occurrence of
bankfull events on the project
A total of 13 plots will be
Vegetation will be monitored using
Yes
Vegetation
distributed to ensure
annual
the Carolina Vegetation Survey
sufficient coverage of
(CVS) protocols
lanted ve etation
Exotic and
Locations of.exotic and nuisance
Yes
nuisance
annual
vegetation will be mapped
vegetation
36

Draft Mitigation Plan
Jacob's Landing Stream Restoration Site
11.0 LONG -TERM MANAGEMENT PLAN
Upon approval for close -out by the Interagency Review Team (IRT), the site will be transferred to the
NCDENR Division of Natural Resource Planning and Conservation's Stewardship Program. This party
shall be responsible for periodic inspection of the site to ensure that restrictions required in the
conservation easement are upheld. Endowment funds required to uphold easement and deed restrictions
shall be negotiated prior to site transfer to the responsible party. Section III of the Conservation Easement
allows perpetual Right of Access to the Grantee, its employees and agents at reasonable times to
undertake any activities to restore, construct, manage, maintain, enhance and monitor the site. Although
the Conservation Easement does not restrict how the Grantee can access the site, the Conservation
Easement plat shows the preferred access route into the site for the convenience of the Conservation
Stewardship Program.
The NCDENR Division of Natural Resource Planning and Conservation's Stewardship Program currently
houses EEP stewardship endowments within the non - reverting, interest- bearing Conservation Lands
Stewardship Endowment Account. The use of funds from the Endowment Account is governed by North
Carolina General Statute GS 113A-232(d)(3). Interest gained by the endowment fund may be used only
for the purpose of stewardship, monitoring, stewardship administration, and land transaction costs, if
applicable. The NCDENR Stewardship Program intends to manage the account as a non - wasting
endowment. Only interest generated from the endowment funds will be used to steward the compensatory
mitigation sites. Interest funds not used for those purposes will be re- invested in the Endowment Account
to offset losses due to inflation.
12.0 ADAPTIVE MANAGEMENT PLAN
Upon completion of site construction, KCI will implement the post- construction monitoring protocols
previously defined in this document. Project maintenance will be performed as described previously in
this document. If, during the course of annual monitoring it is determined the site's ability to achieve site
performance standards are jeopardized, KCI will notify the EEP and the USACE of the need to develop a
Plan of Corrective Action. Once the Corrective Action Plan is prepared and finalized KCI will:
1. Notify the EEP and USACE as required by the Nationwide 27 permit general conditions.
2. Revise performance standards, maintenance requirements, and monitoring requirements as necessary
and/or required by the USACE.
3. Obtain other permits as necessary.
4. Implement the Corrective Action Plan.
5. Provide the USACE a Record Drawing of Corrective Actions. This document shall depict the extent
and nature of the work performed.
13.0 FINANCIAL ASSURANCES
Pursuant to Section IV H and Appendix III of the Ecosystem Enhancement Program's In -Lieu Fee
Instrument dated July 28, 2010, the North Carolina Department of Environment and Natural Resources
has provided the U.S. Army Corps of Engineers Wilmington District with a formal commitment to fund
projects to satisfy mitigation requirements assumed by EEP. This commitment provides financial
assurance for all mitigation projects implemented by the program.
37
Locations of fence damage,
Yes
Project
annual
vegetation damage, boundary
boundary
encroachments, etc.
will be map ed
11.0 LONG -TERM MANAGEMENT PLAN
Upon approval for close -out by the Interagency Review Team (IRT), the site will be transferred to the
NCDENR Division of Natural Resource Planning and Conservation's Stewardship Program. This party
shall be responsible for periodic inspection of the site to ensure that restrictions required in the
conservation easement are upheld. Endowment funds required to uphold easement and deed restrictions
shall be negotiated prior to site transfer to the responsible party. Section III of the Conservation Easement
allows perpetual Right of Access to the Grantee, its employees and agents at reasonable times to
undertake any activities to restore, construct, manage, maintain, enhance and monitor the site. Although
the Conservation Easement does not restrict how the Grantee can access the site, the Conservation
Easement plat shows the preferred access route into the site for the convenience of the Conservation
Stewardship Program.
The NCDENR Division of Natural Resource Planning and Conservation's Stewardship Program currently
houses EEP stewardship endowments within the non - reverting, interest- bearing Conservation Lands
Stewardship Endowment Account. The use of funds from the Endowment Account is governed by North
Carolina General Statute GS 113A-232(d)(3). Interest gained by the endowment fund may be used only
for the purpose of stewardship, monitoring, stewardship administration, and land transaction costs, if
applicable. The NCDENR Stewardship Program intends to manage the account as a non - wasting
endowment. Only interest generated from the endowment funds will be used to steward the compensatory
mitigation sites. Interest funds not used for those purposes will be re- invested in the Endowment Account
to offset losses due to inflation.
12.0 ADAPTIVE MANAGEMENT PLAN
Upon completion of site construction, KCI will implement the post- construction monitoring protocols
previously defined in this document. Project maintenance will be performed as described previously in
this document. If, during the course of annual monitoring it is determined the site's ability to achieve site
performance standards are jeopardized, KCI will notify the EEP and the USACE of the need to develop a
Plan of Corrective Action. Once the Corrective Action Plan is prepared and finalized KCI will:
1. Notify the EEP and USACE as required by the Nationwide 27 permit general conditions.
2. Revise performance standards, maintenance requirements, and monitoring requirements as necessary
and/or required by the USACE.
3. Obtain other permits as necessary.
4. Implement the Corrective Action Plan.
5. Provide the USACE a Record Drawing of Corrective Actions. This document shall depict the extent
and nature of the work performed.
13.0 FINANCIAL ASSURANCES
Pursuant to Section IV H and Appendix III of the Ecosystem Enhancement Program's In -Lieu Fee
Instrument dated July 28, 2010, the North Carolina Department of Environment and Natural Resources
has provided the U.S. Army Corps of Engineers Wilmington District with a formal commitment to fund
projects to satisfy mitigation requirements assumed by EEP. This commitment provides financial
assurance for all mitigation projects implemented by the program.
37

Draft Mitigation Plan
14.0 OTHER INFORMATION
14.1 Definitions
Jacob's Landing Stream Restoration Site
Morphological description — the stream type; stream type is determined by quantifying channel
entrenchment, dimension, pattern, profile, and boundary materials; as described in Rosgen, D. (1996),
Applied River Morphology, 2 "d edition
Native vegetation community — a distinct and reoccurring assemblage of populations of plants, animals,
bacteria and fungi naturally associated with each other and their population; as described in Schafale,
M.P. and Weakley, A. S. (1990), Classification of the Natural Communities of North Carolina, Third
Approximation.
38

Draft Mitigation Platt
14.2 References
Jacob's Landing Stream Restoration Site
Benchmark, CMR, Inc. Rowan County 2009 Land Use Plan, Areas West of 1 -85.
( http: // www .rowancountync.gov /HOME.aspx).
Harrelson, C.C., C.L. Rawlins, and J.P. Potyondy. 1994. Stream Channel Reference Sites: an Illustrated
Guide to Field Technique. Gen. Tech. Rep. RM -245. Fort Collins, CO: U.S. Department of
Agriculture, Forest Service, Rocky Mountain Forest and Range Experiment Station.
Lee, M.T., R.K. Peet, S.D. Roberts, and T.R. Wentworth. 2008. CVS =EEP Protocol for Recording
Vegetation, Version 4.2 ( http: / /cvs.bio.unc.edu /methods.htm).
NCDENR, Division of Water Quality. 2010. Methodology for Identification of Intermittent
and Perennial Streams and Their Origins. Version 4.11.
http: // portal. ncdenr .org /c /document library /get_file ?uuid= Oddc6eal- d736- 4b55 -8e50-
169a4476de96 &groupld =38364
NCDENR, Division of Water Quality. 2012a. 2012 Draft North Carolina 303(d) list. Raleigh, NC.
http://portal.ncdenr.org/web/wq/ps/mtu/assessment
NCDENR, Division of Water Quality. 2012b. Surface Water Classifications. Last accessed April 25,
2012. http: // portal. ncdenr. org /web /wq /ps /csu/classifications
NCDENR, Ecosystem Enhancement Program. 2009. Lower Yadkin Pee -Dee River Basin Priorities 2009.
Raleigh, NC. http: // www .nceep.net /services /restplans/ Yadkin— Pee_Dee— RBRP- 2009_Final.pdf
Pitlick, J., Y. Cui, and P. Wilcock. 2009. Manual for Computing Bedload Transport Using BAGS
( Bedload Assessment for Gravel -bed Streams) Software. Gen. Tech. Rep. RMRS- GTR -223. Foil
Collins, CO: U.S. Department of Agriculture, Forest Service, Rocky Mountain Research Station.
Rosgen, D.L. 1994. A Classification of Natural Rivers. Catena 22: 169 -199.
Rosgen, D.L. 1996. Applied River Morphology. Pagosa Springs, CO: Wildland Hydrology Books.
Rosgen, D.L. 1997. A Geomorphological Approach to Restoration of Incised Rivers. In: Wang, S.S.Y.,
E.J. Langendoen, and F.D. Shields, Jr. (Eds.). Proceedings of the Conference on Management of
Landscapes Disturbed by Channel Incision. pp. 12 -22.
Rosgen, D.L. 1998. The Reference Reach — a Blueprint for Natural Channel Design. Presented
at ASCE Conference, Denver, CO — June, 1998.
Rosgen, D.L. 2001. Practical Method of Computing Streambank Erosion Rate. Pagosa Springs, CO:
Wildland Hydrology Books.
Schafale, M.P. and A.S. Weakley. 1990. Classification of the Natural Communities of North Carolina,
3`d Approximation. North Carolina Natural Heritage Program, NCDEHNR, Division of Parks
and Recreation. Raleigh, NC.
Shields, F.D., Jr. R.R. Copeland, P.C. Klingeman, M.W. Doyle, and A. Simon. 2003. Design for Stream
Restoration. Journal of Hydraulic Engineering, 129 (8): 575 -584.
39

Draft Mitigation Plan
Jacob's Landing Stream Restoration Site
Shields, Ing. A., W. P. Ott, and J. C. Van Uchelen. 1936. Application of Similarity Principles and
Turbulence Research to Bed -load Movement. Pasadena, CA: Soil Conservation Service,
California Institute of Technology.
US Army Corps of Engineers, Wilmington District, US Environmental Protection Agency, North
Carolina Wildlife Resources Commission, and NCDENR, Division of Water Quality. 2003.
Stream Mitigation Guidelines. Wilmington, NC.
USDA, Natural Resources Conservation Service (NRCS). 2004. Soil Survey of Rowan County, North
Carolina.
Wilcock, P.R., and J.C. Crowe. 2003. Surface -based Transport Model for Mixed -size Sediment.
ASCE Journal of Hydraulic Engineering, 129 (2): 120 -128.
Wildlands Engineering, Inc. 2010. Scaly Bark Creek Mitigation Site. Restoration Plan. Prepared for
NCDENR, EEP.
40

Appendix A
Conservation Easement (Preliminary)

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Appendix B
Baseline Information Data

FHWA Categorical Exclusion Form

Appendix A
Categorical Exclusion Form for Ecosystem Enhancement
Program Projects
Version 1.4
Note: only Appendix A should to be submitted (along with any supporting documentation) as the
environmental document.
Project Part 1: General •
Project Name: Jacob's Landing Stream Restoration Project
Count Name:
Rowan
EEP Number:
003984
Project Sponsor:
NC Ecosystem Enhancement Program (EEP) / KCI Technologies, Inc.
Project Contact Name:
Tim Morris
Project Contact Address:
4601 Six Forks Road, Suite 220, Raleigh NC 27609
Project Contact E -mail:
tim.morris @kci.com
EEP Project Mana er: I Guy Pearce
Project Description
This project proposes to improve water quality and protect aquatic habitat in an agricultural area of Rowan County
that has undergone degradation from unrestricted agricultural activities and human induced disturbances. This
stream restoration project intends to restore approximately 4,700 linear feet of tributary stream draining to Irish
Buffalo Creek in southwestern Rowan County.
For Official Use Only
Reviewed By:
Date EEP Project Manage
Conditional Approved By:
Date For Division Administrator
FH WA
❑ Check this box if there are outstanding issues
Final Approval By:
Date For Division Administrator
FHWA
OCT
tNHANCEMENT PROGRAM
6 Version 1.4, 8/18/05

Part 2: All Projects
Regulation/Question Response
Coastal Zone Management Act CZMA
1. Is the project located in a CAMA county?
❑ Yes
❑✓ No
2. Does the project involve ground- disturbing activities within a CAMA Area of
❑ Yes
Environmental Concern (AEC)?
❑ No
❑✓ N/A
3. Has a CAMA permit been secured?
❑ Yes
❑ No
❑✓ N/A
4. Has NCDCM agreed that the project is consistent with the NC Coastal Management
❑ Yes
Program?
❑ No
[Z] N/A
Comprehensive Environmental Response, Compensation and Liability Act CERCLA
1. Is this a "full- delivery" project?
✓❑ Yes
❑ No
2. Has the zoning /land use of the subject property and adjacent properties ever been
❑ Yes
designated as commercial or industrial?
✓❑ No
❑ N/A
3. As a result of a limited Phase I Site Assessment, are there known or potential
❑ Yes
hazardous waste sites within or adjacent to the project area?
[Z] No
❑ N/A
4. As a result of a Phase I Site Assessment, are there known or potential hazardous
❑ Yes
waste sites within or adjacent to the project area?
❑ No
❑✓ N/A
5. As a result of a Phase II Site Assessment, are there known or potential hazardous
❑ Yes
waste sites within the project area?
❑ No
[Z] N/A
6. Is there an approved hazardous mitigation plan?
❑ Yes
❑ No
❑ N/A
National Historic Preservation Act Section 106
1. Are there properties listed on, or eligible for listing on, the National Register of
❑ Yes
Historic Places in the project area?
❑ No
2. Does the project affect such properties and does the SHPO/THPO concur?
❑ Yes
❑ No
❑✓ N/A
3. If the effects are adverse, have they been resolved?
❑ Yes
❑ No
✓❑ N/A
Uniform Relocation Assistance and Real Property Acquisition Policies Act Uniform
Act
1. Is this a "full- delivery" project?
❑✓ Yes
❑ No
2. Does the project require the acquisition of real estate?
❑✓ Yes
❑ No
❑ N/A
3. Was the property acquisition completed prior to the intent to use federal funds?
❑ Yes
✓ No
❑
❑ N/A
4. Has the owner of the property been informed:
❑✓ Yes
• prior to making an offer that the agency does not have condemnation authority; and
❑ No
• what the fair market value is believed to be?
❑ N/A
Version 1.4, 8/18/05

Part 3: • • Activities
Regulation/Question •.
American Indian Religious Freedom Act (AIRFA)
1. Is the project located in a county claimed as "territory" by the Eastern Band of ❑ Yes
Cherokee Indians? ❑✓ No
2. Is the site of religious importance to American Indians?
❑ Yes
❑ No
✓❑ N/A
3. Is the project listed on, or eligible for listing on, the National Register of Historic
❑ Yes
Places?
❑✓ No
❑ N/A
_ _
4. Have the effects of the project on this site been considered?
❑ Yes
❑ No
❑✓ N/A
Antiquities Act AA
1. Is the project located on Federal lands?
❑ Yes
[Z] No
2. Will there be loss or destruction of historic or prehistoric ruins, monuments or objects
❑ Yes
of antiquity?
❑✓ No
❑ N/A
__
3. Will a permit from the appropriate Federal agency be required?
❑ Yes
❑✓ No
❑ N/A
4. Has a permit been obtained?
❑ Yes
❑ No
❑✓ N/A
_
Archaeological Resources Protection Act ARPA
1. Is the project located on federal or Indian lands (reservation)?
❑ Yes
❑✓ No
2. Will there be a loss or destruction of archaeological resources?
❑ Yes
0 No
❑ N/A
3. Will a permit from the appropriate Federal agency be required?
❑ Yes
❑✓ No
❑ N/A
4. Has a permit been obtained?
❑ Yes
❑ No
❑✓ N/A
Endangered Species Act ESA
1. Are federal Threatened and Endangered species and /or Designated Critical Habitat
❑✓ Yes
listed for the county?
❑ No
2. Is Designated Critical Habitat or suitable habitat present for listed species?
❑ Yes
❑✓ No
❑ N/A
_
3. Are T &E species present or is the project being conducted in Designated Critical
❑ Yes
Habitat?
[Z] No
❑ N/A
4. Is the project "likely to adversely affect" the species and /or "likely to adversely modify"
❑ Yes
Designated Critical Habitat?
❑ No
❑✓ N/A
5. Does the USFWS /NOAA- Fisheries concur in the effects determination?
❑✓ Yes
❑ No
❑ N/A
6. Has the USFWS /NOAA- Fisheries rendered a "jeopardy" determination?
❑ Yes
❑✓ No
❑ N/A
Version 1.4, 8/18/05

Executive Order 13007 Indian Sacred Sites
1. Is the project located on Federal lands that are within a county claimed as "territory"
❑ Yes
by the EBCI?
❑ No
2. Has the EBCI indicated that Indian sacred sites may be impacted by the proposed
❑ Yes
project?
❑ No
❑✓ N/A
3. Have accommodations been made for access to and ceremonial use of Indian sacred
❑ Yes
sites?
❑ No
❑✓ N/A
Farmland Protection Policy Act FPPA
1. Will real estate be acquired?
❑✓ Yes
❑ No
2. Has NRCS determined that the project contains prime, unique, statewide or locally
❑✓ Yes
important farmland?
❑ No
❑ N/A
3. Has the completed Form AD -1006 been submitted to NRCS?
❑✓ Yes
❑ No
❑ N/A
Fish and Wildlife Coordination Act FWCA
1. Will the project impound, divert, channel deepen, or otherwise control /modify any
❑ Yes
water body?
No
2. Have the USFWS and the NCWRC been consulted?
❑✓ Yes
❑ No
❑ N/A
Land and Water Conservation Fund Act Section 6 f
1. Will the project require the conversion of such property to a use other than public,
❑ Yes
outdoor recreation?
✓❑ No
2. Has the NPS approved of the conversion?
❑ Yes
❑ No
❑✓ N/A
Magnuson-Stevens Fishery Conservation and Management Act Essential Fish
Habitat
1. Is the project located in an estuarine system?
❑ Yes
✓❑ No
2. Is suitable habitat present for EFH- protected species?
❑ Yes
❑ No
[Z] N/A
3. Is sufficient design information available to make a determination of the effect of the
❑ Yes
project on EFH?
❑ No
✓❑ N/A
4. Will the project adversely affect EFH?
❑ Yes
❑ No
❑✓ N/A
5. Has consultation with NOAA- Fisheries occurred?
❑ Yes
❑ No
El N/A
Migratory Bird Treat Act MBTA
1. Does the USFWS have any recommendations with the project relative to the MBTA?
❑ Yes
❑ No
2. Have the USFWS recommendations been incorporated?
❑ Yes
❑ No
E] N/A
Wilderness Act
1. Is the project in a Wilderness area?
❑ Yes
[Z] No
2. Has a special use permit and /or easement been obtained from the maintaining
❑ Yes
federal agency?
❑ No
❑✓ N/A
Version 1.4, 8/18/05

Appendix C
Mitigation Work Plan Data and Analyses

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Bank Erodibility Hazard Rating Guide
Stream: Jacob's Landing (T1 -1) Reach: 45 Linear Feet Date: 2/21/12 Crew: AH
Moderate Ratina
k Material Description:
Mostly smaller gravel mixed with sand
k Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5 -10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0: no adjustment)
BANK MATERIAL ADJUSTMEN 5
Stratification Comments:
Few stratified layers were observed
Stratification
Add 5 -10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTr 5
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5 -9.9 10-199 20 -29.9 30 -39.9 40 -45.9 46 -50
Bank location description (check one) GRAND TOTAL 29.7
The BEHI was conducted at several locations on T1 -1 at representative bank features throughout. BEHI RATING1 Moderate
Bank Height (ft):
Bank Height/
Root Depth/
Root
Bank Angle
Surface
Bankfull Height (ft):
Bankfull Ht
Bank Height
Density
%
(Degrees)
Protection %
Value Range
•--------- - --- --
1.0
----- ---
1.1
-- ----- - - --
1.0
------ --- ----
0.9
- - - - --
100
---------- -------
80
- --
0.0 20.0
---------------------
100
---------------------
80
VERY LOW
Index Range
•--- ------ --- ---
1.0
---- ----
1.9
----- - - - - --
1.0
--- ------ ----
1.9
- - ----
1.0
------- --- ----
1.9
- - - - --
1.0 1.9
--- ------- ----
1.0
1.9
Choice
V:
I:
V: I:
V: I:
- -----
V: I:
-
Value Range
•--- -------- -- --
1.11
-- ---------
1.19
-- - - -- --
0.9
- ---- ---- --- ----
0.50
- --
79
--------
55
21.0 60.0
79
55
LOW
Index Range
2.0
3.9
2.0
3.9
- --- --
2.0
- - - - --
3.9
--- -------- --- --- - --
2.0 3.9
-----°---------
1 2.0
- ---
3.9
Choice
V:
I:
YValue
Range
1_5
0.5
0_30
54----
61.0 80.0
54
30
O
a•---------
MODERATE
Index Range
- - - - --
____1.2 .......
4.0
------ -------
--------
5.9
---- --
- - - - --
4.0
------------------------------------------
--
5.9
- -- - - -
4.0
-30
5.9
4.0 5.9
------------------------------------------
- - - - - --
4.0
- --
5.9
r_
O
Choice
V:
I:
V: I:
V: 36.0 I:
6.4 1
V: I:
V: I:
oValue
Range
1,13
2_0
0.29
015
90.0
29--
15
W
HIGH
Index Range
-- Index-- -- -- --
-- -
6-
- - - - -- - --
7.9
-- 6_0- - - - - --
- ---
-- --
• - -- - -- - - - - --
---- 6 ----------
- - --
7_9 - --
- -- --
--- 6.0--- - - - - -- 9 - --
--- - - - - --
- -- 6_0-------7.9--
- --
-
J9
Choice
V: I:
V: I:
V: I:
V: I:
Q
M
m•---
Value Range
-- -- -- --- - --
2.1
--------
18
----- - - - -IV:
0.14
-----------------------------------------
0.05
14
5
91.0 119.0
------------------------------------------
14
10
VERY HIGH
Index Range
•--- -- ---- -- -- --
8.0
------ ---
9.0
-- -- --- -
8.0
-----------------------------------------
9.0
8.0
9.0
8.0 9.0
------------
8.0
---------------------
9.0
Choice
V:
I:
V: I:
V: I:
-- - - - - --
V: I:
V: I:
Value Range
-- ------- - - - - --
--- --- -------
>2.8
- - - -
<0.05
<5
>119
<10
EXTREME
Index Range
•--- -- ---- - - - - --
-------
10
------ - - - -
-------------
10
---- ---------
- - - ---
- - - - --
- --------- ----
10
--------------
- -- ---
-------- --- -------------------------------
10
10
Choice
V:
I:
I:
V: I:
- -----
-------- --- -- -- - - - --
V: I: 1
---------------------
V: I:
V = value, I =index
SUB -TOTAL (Sum one index from each columiri
19.7
k Material Description:
Mostly smaller gravel mixed with sand
k Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5 -10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0: no adjustment)
BANK MATERIAL ADJUSTMEN 5
Stratification Comments:
Few stratified layers were observed
Stratification
Add 5 -10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTr 5
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5 -9.9 10-199 20 -29.9 30 -39.9 40 -45.9 46 -50
Bank location description (check one) GRAND TOTAL 29.7
The BEHI was conducted at several locations on T1 -1 at representative bank features throughout. BEHI RATING1 Moderate

Bank Erodibility Hazard Rating Guide
Stream: Jacob's Landing (T1 -1) Reach: 60 Linear Feet Date: 2/21/12 Crew: AH
Hinh Ratinn
k Material Description: Bank Sketch
Mostly smaller gravel mixed with sand
k Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust
Gravel (Add 5.10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Slit Clay (+ 0: no adjustment)
BANK MATERIAL
Stratification Comments:
Few stratified layers were observed
Stratification
Add 5-10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTF5
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5-9.9 10 -19.9 20 -29.9 30 -39.9 40 -45.9 46 -50
Bank location description (check one) GRAND TOTAL 37.1
The BEHI was conducted at several locations on T1 -1 at representative bank features throughout. BEHI RATING1 High
Bank Height (ft):
Bank Height/
Root Depth/
Root
Bank Angle
Surface
Bankfull Height (ft):
Bankfull
Ht
Bank Height
Density %
(Degrees)
Protection%
Value Range
---- --- ------
1.0
-- -----------
1.1
--- ---
1.0
-----------
0.9
---------
100
---- -- -----------
80
- --
0.0 20.0
- ----------- --- - - - --
100
---------------
80
----
VERY LOW
--
Index Range
1.0-------
! 9---
-- -12-----
-- 1.9 --------
1 2- - - - - --
1=9---
--- 1.0 - ---- -- 9--------
=1-------
La_
Choice
V:
I:
V:
I:
V: I:
V: I:
V: I:
- Value Range
1.19
0.9 -
- - - -- 050
21.0 60.0
79 - - - - - --
55 -�
LOW
Index Range
2.0
3.9
2.0
3.9
2.0
3.9
2.0 3.9
2.0
3.9
Choice
V:
I:
w
Value Range
1.2--
- -----
- - - -1 5- --
0.5
---- ----
-- -- 0_30 --
54---- - - -
------
-30
---
61.0 80.0
--------------- - - - --
54 - - - - - --
- °--
30 - --
O
IL•---------
MODERATE
---- ------ - -----
Index Range
- - - - --
4.0
-------------
-
5.9
- - - - --
4.0
-------------
5.9
- - - - --
4.0
5.9
4.0 5.9
-------------- - - - - --
4.0
-------------------
5.9
c
Choice
V:
I:
V:
I:
V: I:
V: I:
O
O
Value Range
1.6
2.0
0.29
0.15
29
15
81.0 90.0
29
15
W
HIGH
---- ---- ----- --
Index Range
°--- -----------
--------
6.0
----- - - - - --
7.9
----- --------
6.0-
------
- - - - --
- - - - -- 7.9 --
-- --------- ---
6.0
--- -----------------
- - - - --
7.9
- -- -- ------- -- - - - - --
6.0 7.9
------------------------------
------- - - - - --
6.0
-----------
- --
7.9
Y
Choice
V:
I:
V: I:
V: I:
V:
I:
C
ea
m•-----
Value Range _
------9 -
2.1
---- -------------
2.8
--
0.14
-----------------------------------------
0.05
_ 14
5
91.0 119.0
----- 2----- -- -- -- --
14
---------------
10
- ---
VERY HIGH
Index Range
---
8.0
- ------
9.0
--- ----- - ---
8.0
-------
9.0
------------
8.0
-- --------- ---------
9.0
8.0 9.0
- ---------- °----- --
8.0
-------------
9.0
-- - ----
•------ - - ----
Choice
V:
I:
V:
I:
V: I:
V: I:
V:
I:
Value Range
- - - - - --
>2.8
-------
<0_05------------------
<5- ------------------
>119
- - - - - -- <10-
EXTREME
Index Range
-------
- --
- - - - - -- 10---
- - - - --
----- - - - -10
---- - - - -10
Choice
---- - - -
V:
-10
I:
V:
-10
I:
-
V: I:
V: I:
V:
I:
V = value, I = index
SUB -TOTAL (Sum one index from each column)r
24.1
k Material Description: Bank Sketch
Mostly smaller gravel mixed with sand
k Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust
Gravel (Add 5.10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Slit Clay (+ 0: no adjustment)
BANK MATERIAL
Stratification Comments:
Few stratified layers were observed
Stratification
Add 5-10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTF5
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5-9.9 10 -19.9 20 -29.9 30 -39.9 40 -45.9 46 -50
Bank location description (check one) GRAND TOTAL 37.1
The BEHI was conducted at several locations on T1 -1 at representative bank features throughout. BEHI RATING1 High

Bank Erodibility Hazard Rating Guide
Stream: Jacob's Landing (T1 -1) Reach: 70 Linear Feet Date: 2121112 Crew: AH
Very Hiah Rating
nk Material Description: Bank Sketch
Mostly smaller gravel mixed with sand
nk Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5 -10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0: no adjustment)
BANK MATERIAL ADJUSTME
Stratification Comments:
Few stratified layers were observed
Stratification
Add 5 -10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENT[
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5-99 10-199 20 -29.9 30 -39.9 40 -45.9 46 -50
Bank location description (check one) GRAND TOTAL 40.0
The BEHI was conducted at several locations on T1 -1 at representative bank features throughout. BEHI RATING1 Very High
Bank Height (ft):
Bank Height/
Root Depth/
Root
Bank Angle
Surface
Bankfull Height (ft):
Bankfull Ht
Bank Height
Density
%
(Degrees)
Protection %
Value Range
•- -------- - - - - --
1.0
-- -------
1.1
---- -- -- --
1.0
- ------------
0.9
------
100
------ --------
80
- - -- --
0.0 20.0
---------------------
100
---------------------
80
VERY LOW
Index Range
•------- -- -- - - --
1.0
-- ------
1.9
----- ---- --
1.0
----- -----
1.9
--- - - - ---
1.0
-----------
1.9
1.0 1.9
1.0
1.9
Choice
V:
I:
V:
I:
---
V: 1:
--- ---
------------------------------------------
V: I:
V: I:
Value Range
•------- -- - - - ---
1.11
-- --------
1.19
-- - --
0.9
-----------------------------------------
0.50
79
55
21.0 60.0
79
55
LOW
Index Range
2.0
----
3.9
2.0
3.9
2.0
3.9
-- -- ------ ---- - - - - --
2.0 3.9
---------------------
1 2.0
3.9
ea
Choice
V:
I:
V:
I:
V: I:
Y
Value Rang
Value Range
1.2-
1_5
0 5
0.30
61.0 800
54
30
a
MODERATE
--
Index Range
------- ------ -
- -----
4.0
-- -------
- - - - -- - --
5.9
---- -- - - --
-- -
4.0
- - - --
5.9
--- ---
4.0
--- --- -------
---
5.9
- - - - - --
--------- ----- - -- ---
4.0 5.9
-----------------------------------------
- -- --- - - - --
4.0
- - --
5.9
C
Choice
V:
I:
V: I:
V: I:
V: I:
o
Value Range
2.0
0.29
0.15
29
15
81.0 90.0
15-
HIGH
-
Index Range
--- ----- --- - - --
- - -1 _6 -
6.0
- -- --- -
- - - - -- --
7.9
--- °- --
--
6�
-- - ------
------------
7.9
- --
- -- - --
6
------------------
---
g6.0796
- ---------- --- - - - ---
- -----------------
- - -29 - - - - --
7.9L
x
c
Choice
V:
I:
I:
V: I:
m----------
Value Range
- - - - --
2.1
-- -----------
2.8
-- - - --
0.14
-- --- --------
0.05
- - ----
14
-------------
5
- - - - ---
91.0 119.0
------------------------------------------
14
10
VERY HIGH
Index Range
•---- --- -- - - ----
8.0
9.0
8.0
-----------------------------------------
9.0
8.0
9.0
8.0 9.0
8.0
9.0
Choice
V:
I:
V: I:
----------- -------------------------------
V: I:
V: I:
Value Range
•--- ---- -- - - - - --
-- -----------
>2.8
--- - --
-----------------------------------------
<0.05
<5
>119
<10
EXTREME
Index Range
•------- -- - - -- ------------
10
--- -- -- --
----- --------
10
- - - ---
10
-------------
- ---
-------------
10--:::::::
---------------
10
-----
Choice
V:
I:
V:
I:
V: I:
---
-----------
V: I:
---------------
V: I:
- - - --
V = value, I = index
SUB -TOTAL (Sum one index from each column)l
27.0
nk Material Description: Bank Sketch
Mostly smaller gravel mixed with sand
nk Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5 -10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0: no adjustment)
BANK MATERIAL ADJUSTME
Stratification Comments:
Few stratified layers were observed
Stratification
Add 5 -10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENT[
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5-99 10-199 20 -29.9 30 -39.9 40 -45.9 46 -50
Bank location description (check one) GRAND TOTAL 40.0
The BEHI was conducted at several locations on T1 -1 at representative bank features throughout. BEHI RATING1 Very High

Bank Erodibility Hazard Rating Guide
Stream: Jacob's Landing (T1 -2) Reach: 40 Linear Feet Date: 2/21/12 Crew: AH
Hiah Ratina
k Material Description:
Mostly smaller gravel mixed with sand
k Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5-10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Slit Clay (+ 0: no adjustment)
BANK MATERIAL
Stratification Comments:
stratified layers were observed
Stratification
Add 5-10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTr
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5 -9.9 10 -19.9 20 -29.9 30 -39.9 40 -45.9 46 -50
Bank location description (check one) GRAND TOTAL 37.2
The BEHI was conducted at one location on T1 -2 at a representative bank feature. BEHI RATING1 High
Bank Height (ft):
Bank Height/
Root Depth/
Root
Bank Angle
Surface
Bankfull Height (ft):
Bankfull
Ht
Bank Height
Density %
(Degrees)
Protection%
Value Range
-- ---------------------------------------------------
1.0
1.1
1.0
0.9
- - --
100
--- --------------
80
- --
0.0 20.0
------------------------------------------
100
80
VERY LOW
Index Range
1.0--
---- -� 9---
--- 1= 0-------
1.9 --
- - -� 0------
°1.9 °-
- -- 1.0 ----- °1 9---
-- 1- 0- ------
1=9---
Choice
V:
I:
V:
1:
V: I:
V: I:
V: 80.0 I:
1.9
-
1.11
1.19
0.9
0.50
79 -- - - -
-55
21.0 60.0
79 - - - - - --
55 - --
LOW
.--Value-Range
Index Range
2.0
3.9
2.0
3.9
2.0
3.9
2.0 3.9
2.0
3.9
A
Choice
V:
I:
V:
I:
V: I:
r
Value Range
1.2 --
--
------------------------------------------------
- - - - -1 5 - --
0.5
0.30
- -- 54---- - - -
-30
61.0 800
--------------------
54 - - - - - --
- - ----
30 - --
0
a.--------
MODERATE
-- --------- - - --
Index Range
----e-
----
4.0
-------------
5.9
- - - - --
4.0
5.9
4.0
--------------
5.9
- - - - --
4.0 5.9
--------------------
4.0
-------------------
5.9
c
Choice
I V:
I:
V: 1:
V: I:
V: I:
0
o
Value Range
1.6
2.0
0.29
0.15
29----
81.0 90.0
29
15
lL
HIGH
----------------
Index Range
--------- - -----
-------------
6.0
------
7.9
------------
6.0-
------
-------
- - - - -- 7.9 --
- -- - - -
6.0
-15
---
7.9
--- --------- -- - - - ---
6.0 7.9
--------- -----------
------- - - - - --
6.0
-------------
7.9
-------
�C
Choice
V:
I:
V: 1:
V: I:
c
m•---
Value Range _
----- -- ----
_ 2.1
------------
2.8
- - ----
0.14
-------------
0.05
------
14
---- ----------
5
- -----
_ 91.0 119.0
-------------------
14
----------------
10
---
VERY HIGH
Index Range
•------ --- - - - - --
8.0
-------------
9.0
- - - - --
8.0
---------------
9.0
- - --
8.0
-------- ------
9.0
------
8.0 9.0
---------- ----------
8.0
-°-------------
9.0
---
Choice
V:
I:
V:
L
V: I:
V: I:
V: I:
Value Range
•---- ---- °-----
-------------
>2.8
------
- --------------
<0.05
----
<5
------ ----------
----
>119
----- --------- - - ----
<10
-------------°-
---
EXTREME
Index Range -----------
--------
---------
10 - --
-----
--------- 0------
---
- - - -1�
--------10--------
Choice
V:
I:
V:
I:
V: I:
V: I:
V: I:
V = value, I = index
SUB -TOTAL (Sum one index from each column)
24.2
k Material Description:
Mostly smaller gravel mixed with sand
k Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5-10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Slit Clay (+ 0: no adjustment)
BANK MATERIAL
Stratification Comments:
stratified layers were observed
Stratification
Add 5-10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTr
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5 -9.9 10 -19.9 20 -29.9 30 -39.9 40 -45.9 46 -50
Bank location description (check one) GRAND TOTAL 37.2
The BEHI was conducted at one location on T1 -2 at a representative bank feature. BEHI RATING1 High

Bank Erodibility Hazard Rating Guide
Stream: Jacob's Landing (T1 -3) Reach: 143 Linear Feet Date: 2/21/12 Crew: AH
Moderate Ratino
c Material Description: Bank Sketch
Mostly smaller gravel mixed with sand
c Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5 -10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0: no adjustment)
BANK MATERIAL ADJUS
Stratification Comments:
few stratified layers were observed
Stratification
Add 5 -10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTr9
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5 -9.9 10 -19.9 20 -29.9 30 -39.9 40 -45.9 46 -50
Bank location description (check one) GRAND TOTAL 29.8
The BEHI was conducted at several locations on T1 -3 at representative bank features throughout. BEHI RATING1 Moderate
Bank Height (ft):
Bank Height/
Root Depth/
Root
Bank Angle
Surface
Bankfull Height (ft):
Bankfull Ht
Bank Height
Density %
(Degrees)
Protection%
Value Range
•----- ---- -- - - --
1.0
------- ---- --
1.1
- -- - --
1.0
-- ---- ------
0.9
- - - - - --
100
--- -- --- ------
80
- - - ---
0.0 20.0
---------------------
100
---------------
80
- - - --
VERY LOW
Index Range
- -I-ndex angel
1.0
- --- ---------
1.9
- -- - --
1.0
1.9
-
1.0
------ ------ --1.9-
1.9
--
1.0 1.9
---------------
1.0
1.9
Choice
V: I:
---to------
V:
------
I:
V: I:
-- - --
V: I:
Value Range
•-- ------- - - - ---
1.11
------ -------
1.19
- -----
0.9
----- - -------
0.50
--
79
------ ----- ---
55
- - - - --
21.0 60.0
-- ------ -
79
55
LOW
Index Range
2.0
3.9
2.0
----
3.9
2.0
3.9
------ - - - --
2.0 3.9
---------------------
2.0
3.9
_
•-- - ---- -- - - -- --
Choice
-- ---- ----- --
V: I:
- - -- --
------ --------
V: I:
- - ----
--------------------
V: I:
w
Range
Value Range
1.2-------
1_5
0:5
0_30
54
80
61.000
54
O
a----------
MODERATE
°Value
Index Range
- - - - --
- - -- --
4.0
-------------
- --
5.9
- - - - --
-- -
4.0
-------------
- - - -- --
5.9
- - - - --
-----------------------------------------
4.0
5.9
4.0 5.9
-------------- - - - - --
-- - -54
- - - - - --
4.0
--------------------
-- - --
5.9
c
Choice
V: 1.2 I:
4.0
V:
I:
v: I:
V: I:
0
o
Value Ra n ge
1 6
2.0
0.29
0.15
29----
81.0 90.0
15
W•-----
HIGH-
--
Index Range
- - ---- --
--- ------
6.0
- -- -------- --
---
7.9
- - - ---
-------
6.0
------------
--- - - ---------------
7.9
- - -----
--- - - -
6.0
----------- -----
-15
7.9
°°
-------------------------------
------------------------------------------
- - -29 - - - - --
6.0
--
7.9
.X
C
Choice
V: I:
V:
I:
V: I:
V: I:
V: I:
M
m•----
Value Range
----- - - -- --
2.1
- °- ---------
2.8
- - - - --
0.14
------------
0.05
- - - - - --
14
- ----------- --
5
- - - - --
91.0 119.0
------------------------------------------
14
10
VERY HIGH
Index Range
•----- ---- - - - - --
80
- ------------
9.0
- - - - --
8.0
----
9.0
---- --
8.0
-- ------------
9.0
8.0 9.0
8.0
9.0
Choice
V: I:
---
V:
- - -- --
I:
V: I:
- - - - --
---------------------
V: I:
---------------
V: I:
- ----
Value Range
•----- --- -- - -- --
>2.8
--- -------- --
- - - - --
<0.05
<5
----------
>119
<10
EXTREME
Index Range
•----- --- - - - - - --
10
-- -----------
- -- - --
-------------
--------
- -- - --
10
--- -- - - - - --
- ---
10
--------------------
- - - - --
-- -- °-------- - - - ---
10
---
---------------
10
-- - --
Choice
V: I:
V:
I:
V: I:
--------- 1-- - - - --
V: I:
-------------:-
V: I:
-- - --
V = value, I = index
SUB -TOTAL (Sum one index from each column)
16.8
c Material Description: Bank Sketch
Mostly smaller gravel mixed with sand
c Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5 -10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0: no adjustment)
BANK MATERIAL ADJUS
Stratification Comments:
few stratified layers were observed
Stratification
Add 5 -10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTr9
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5 -9.9 10 -19.9 20 -29.9 30 -39.9 40 -45.9 46 -50
Bank location description (check one) GRAND TOTAL 29.8
The BEHI was conducted at several locations on T1 -3 at representative bank features throughout. BEHI RATING1 Moderate

Bank Erodibility Hazard Rating Guide
Stream: Jacob's Landing (T1 -3) Reach: 150 Linear Feet Date: 2/21/12 Crew: AH
Hiah Ratina
k Material Description: Bank Sketch
Mostly smaller gravel mixed with sand
k Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5-10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0: no adjustment)
BANK MATERIAL
Stratification Comments:
few stratified layers were observed
Stratification
Add 5-10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTr5
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5-9.9 10 -19.9 20 -29.9 30 -39.9 40 -45.9 46-50
Bank location description (check one) GRAND TOTAL 32.1
The BEHI was conducted at several locations on T1 -3 at representative bank features throughout. BEHI RATING1 High
Bank Height (ft)'.
Bank Height)
Root Depth/
Root
Bank Angle
Surface
Bankfull Height (ft):
Bankfull Ht
Bank Height
Density %
(Degrees)
Protection%
Value Range
•------
1.0
----- ------------
1.1
--
1.0
-- ------
0.9
-------- - --
100
------- ---------
80
- - --
0.0 20.0
- ---------- ------ - --
100
---------------
80
- - --
VERY LOW
---------
Index Range
------
1.0
-----------
1.9
1.0
-- ------------
1.9
- -- --
1.0
---------------
1.9
-- - --
1.0 1.9
--------------° - - --
1.0
1.9
•----- - °-
Choice
-----
V: I:
- --
V:
I:
V: I:
V: I:
Value Range
°------ -- ------
1.11
----- ------ ----
1.19
- ---
0.9
--------
0.50
-----------
79
------- --- ----------
55
21.0 60.0
°--------- ---- -----
79
--------°------
55
- --
LOW
Index Range
2.0
3.9
2.0
3.9
1 2.0
3.9
2.0 3.9
2.0
3.9
Choice
V: I:
V: I:
V: I:
.Od.
- Value Range-
1.2
-------------------
1.5
0.5 -
---- --
- - - -- 0.30 --
54---- - - -
--------------------
-30
61.0 80.0
-------------- - -----
54 - --
---------^
30 - --
O
a.---------
MODERATE
Index Range
- - - - --
4.0
5.9
4.0
-------------------
5.9
4.0
5.9
4.0 5.9
--------------------
4.0
-------------------
5.9
C
Choice
V:
I:
V: I:
V:
I:
O
rn
Value Range
1.6
2.0
0.29
0.15
29
15
81.0 90.0
29
15
O•--
W
HIGH
----- -- - - - ---
Index Range
------ °---- - --
-- -----------
6.0
- ---- --- -------
- - - - --
7.9
- - --
--- -----
6.0-
- ---=-
----- --- - --
- - - - -- 7.9 --
--- --- -- ------
6.0
------ -------
-- - - --
7.9
--- - ---
------------------------------------------
6.0 7.9
------------------------------------------
6.0
7.9
Y
Choice
V: I:
V:
I:
V: I:
V: I:
V:
I:
c
m------
Value Range
°-------
2.1
-- -- °-------------
2.8
_ 0.14
- -- ---------
0.05
° ----
14
-------- -- ----------
5
91.0 119.0
-------------- - - - - --
14
--------°------
10
---
VERY HIGH
Index Range
8.0
9.0
8.0
- °-----
9.0
----
8.0
---- ---- °----
9.0
- - - - --
8.0 9.0
- °--------- --------
8.0
---------------
9.0
----
•----- ---- ------
Choice
--- -- ------ --------
V: I:
V:
- °----
1:
V: I:
V: I:
V:
I:
Value Range
•---- -----------
>2.8
---- ------ -----
----
------------
<0.05
- - ^----
<5
°
------- ------
- - - --
° >119
- ---------------------------
<10
--------
EXTREME
Index Range
10
-------------
10
°- - --
10
-------- ^-----------
10
--------- ----- - - - - --
10
---------------
----
•--- ------ - - - - --
Choice
-------------
V: I:
- - - - --
V:
I:
V: I:
V: I:
V:
I:
V = value, I = index
SUB -TOTAL (Sum one index from each column)
19.1
k Material Description: Bank Sketch
Mostly smaller gravel mixed with sand
k Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5-10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0: no adjustment)
BANK MATERIAL
Stratification Comments:
few stratified layers were observed
Stratification
Add 5-10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTr5
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5-9.9 10 -19.9 20 -29.9 30 -39.9 40 -45.9 46-50
Bank location description (check one) GRAND TOTAL 32.1
The BEHI was conducted at several locations on T1 -3 at representative bank features throughout. BEHI RATING1 High

Bank Erodibility Hazard Rating Guide
Stream: Jacob's Landing (T1 -3) Reach: 135 Linear Feet Date: 2/21/12 Crew: AH
Very Hioh Rating
Bank Material Description:
Mostly smaller gravel mixed with sand
Bank Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5 -10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0: no adjustment)
BANK MATERIAL ADJUST
Stratification Comments:
few stratified layers were observed
Stratification
Add 5 -10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMEN
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5 -9.9 10 -19.9 20 -29.9 30 -39.9 40 -45.9 46 -50
Bank location description (check one) GRAND TOTAL 41.4
The BEHI was conducted at several locations on T1 -3 at representative bank features throughout. BEHI RATING1 Very High
Bank Height (ft):
Bank Height/
Root Depth/
Root
Bank Angle
Surface
Bankfull Height (ft):
Bankfull Ht
Bank Height
Density
%
(Degrees)
Protection°/
Value Range
•-- ---- --- - - - - --
1.0
--------- --
1.1
1.0
--------
0.9
- - --
100
--
80
0.0 20.0
----- ----- --- - ---
100
80
VERY LOW
Index Range
•-- ----- ----- - --
--
1.0
------ --- ----
- - - ---
1.9
- - - - --
---- ---
1.0
--- ----------
1.9
------
------ ------
1.0
---------- ----
- - - - --
1.9
- - - - --
---
1.0 1.9
---------------------
---------------
1.0
---------------------
- - - --
1.9
Choice
V: I:
V: I:
V: I:
V: I:
V: I:
Value Range
•-- ------- ------
1 11
------- --- ---
1.19
- - -- --
0.9
---- ---------
0.50
-- - - --
79
---------- -- --
55
-- - - --
21.0 60.0
----- --------- -- - ---
79
---------------
55
- - --
LOW
Index Range
2.0
3.9
2.0
3.9
2.0
3.9
2.0 3.9
2.0
3.9
2
Choice
V: I:
V: I:
V: I:
Q (;' 2;0 ",
Y
Value Range
1.2
1.5
0.5
0.30
54----
61.0 80.0
54
30
C
CL
MODERATE
.--------- - - - - --
Index Range
•--------- - - - - --
------ - - - - - --
4.0
--- -- --------
- --
5.9
- -- - --
----- ----- -- ---
4.0
----- --------
- - --
5.9
--- - --
- -- - - -
4.0
--- -- ---------
-30
- --
5.9
- -- - --
--------- ----- - - ----
4.0 5.9
--- -- --------- - -- - --
---- - - - - --- - --
4.0
------------------
- --
5.9
--
c
O
Choice
V: I:
V: I:
V: I:
V: I:
V: I:
oValue
Range
1
2.0
0
0.15
90-
15
-- -6 - - - - - --
- --
- --
- ---
- -- - -- - - - - --
- - --
- -- --
- - -29 - - - - - --
- --
LLI
HIGH
.- -Index Range
-----
6A7.9
--------------------------------------------------------------
6-
79
60
7 9
- -- -- --- - -- - -- 9 - --
--- 6=-- - - -- --
7.9- --
Y
C
Choice
V: 2.0 I:
7.9.
-, ; 0.20 1
15.0 I:
7.9
V: I:
V: I:
M
m•-
Value Range
-------- - - ----
2 1
- ------------
2.8
- -- ----
0.14
--- -- ------- -------
0.05
14
------------ ----
5
- - --
91.0 119.0
------------------------------------------
14
10
VERY HIGH
-- Index Range
--- ---- - - - - --
8.0
--- --- ------
- - - 9.0 - - --
--- 8.0 -- ------ --
- 9.0 - - - --
--- 8.0 -----------
9.0
- - ----
8.0
------------- - 9.0 °- - - -
---- 8.0 ----------
9.0 - -----
Choice
V: I:
V: I:
V: 1:
V: I:
V: I:
Value Range
•---- --- ---- - - --
>2.8
------- -- ---
-- - - - --
<0.05
-----------------------------------------
<5
>119
<10
EXTREME
Index Range
•--------- -- ----
10
------------
- - - ----
10
-----------------------------------------
10
-- ----- ------- - -- ---
10
-------- -------- - ---
---------------
10
----
Choice
V: I:
V: I:
V: I:
V: I:
---------------
V: 1:
- - - --
V = value, I = index
SUB -TOTAL (Sum one index from each column)l
28.4
Bank Material Description:
Mostly smaller gravel mixed with sand
Bank Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5 -10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0: no adjustment)
BANK MATERIAL ADJUST
Stratification Comments:
few stratified layers were observed
Stratification
Add 5 -10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMEN
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5 -9.9 10 -19.9 20 -29.9 30 -39.9 40 -45.9 46 -50
Bank location description (check one) GRAND TOTAL 41.4
The BEHI was conducted at several locations on T1 -3 at representative bank features throughout. BEHI RATING1 Very High

Bank Erodibility Hazard Rating Guide
Stream: Jacob's Landing (T1A) Reach: 23 Linear Feet Date: 2121/12 Crew: AH
Moderate Ratina
k Material Description:
Mostly smaller gravel mixed
with sand
k Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5-10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0: no adjustment)
BANK MATERIAL
Stratification Comments:
stratified layers were observed
Stratification
Add 5-10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENT
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5 -9.9 10 -19.9 20 -29.9 30 -39.9 40 -45.9 46-50
Bank location description (check one) GRAND TOTALI 29.8
The BEHI was conducted at several locations on T1A at representative bank features throughout. BEHI RATING1 Moderate
Bank Height (ft):
Bank Height/
Root Depth/
Root
Bank Angle
Surface
Bankfull Height (ft):
Bankfull Ht
Bank Height
Density %
(Degrees)
Protection %
Value Range
1.0
°----------
1.1
1.0
----' °--------------
0.9
100
---------------
80
-----
0.0 20.0
---- °-------- -- - -
100
- --------------
80
-
VERY LOW
- - ----- - - -
Index Range
--° - -- - - - --
---
1.0
--- - --- ------
- -----
1.9
-- - - - --
1.0
---------- ----
1.9
-- - ---
1.0
---------------------------------------------
1.9
1.0 1.9
1.0
-------- -- - ---
1.9
- -- --
Choice
V: I:
V: 1:
V: I:
V: I:
V: 90.0 I:
1.5
Value Range
1.11
1.19
0.9 -- - --
-------
0_50 -
79 -- - --
-------
55-
21.0 60.0
- --------------------
79 ----- -
-------
- -55-
LOW
-
Index Range
---------------------
2.0
3.9
2.0
3.9
2.0
3.9
2.0 3.9
2.0
3.9
-
Choice
V: I:
V: 0.52 I:
3.8
V: I:
M
Value Range
1.2
0.5
0.30
---- - - -
-30 -
61.0 80.0
-- 54---------30--
O
a-
MODERATE
- -
Index Range
- -- - -- - - --
------ -- -
4.0
- -------------
-1_5
--'
5.9
- - - - --
------- --
4.0
---------------------------------------------
5.9
------
4.0
5.9
---------------------
4.0 5.9
--------------- - - - - --
4.0
---------------------
5.9
c
Choice
V: 1.5 I:
5.9
V: I:
V: 36.0 I:
5.4
V: I:
V: I:
O
o
Value Range
1.6
2.0
0.29
0_15
29
15
81.0 90.0
29
15
W
HIGH
------- --- -------
- Index Range
-------------
6.0
--------
7.9
--------
6.0
------ ------- --
-
7.9
--- ---
------- - -
6.0
--- -- ------- --
7.9
- - - ---
---------------------
6.0 7.9
- ---- ----- ----- - -- - --
---------------------
6.0
---------------------
7.9
Y
Choice
V: I:
V: I:
V: I:
V: I:
c
m-
Value Range
- - - - -- - 9- -
2.1
- -- ---- -----
2.8
----- - --
0.14
----- ---- ------
0.05
- - - --
14
-- - -- - -
5
- --
91.0 119.0
--- - -- - - - -- - -
14
- ---------------
10
---
VERY HIGH
Index Range
--- - --
8.0
---- ------- ----
9.0
- -----
8.0
-- ------ -- -----
9.0
- ------
8.0
---------------
9.0
---- --
8.0 9.0
°-- ------ -- ---- -- --------
8.0
--------
9.0
- - ----
--- --- -----
Choice
V: I:
V: I:
V: I:
V: I:
V: I:
Value Range
-- --- - --
>2.8
---- ---- --- --
-- - -- ---
<0.05
--------- ---------
---
<5
-------- -------
- - - ---
>119
---- ----- ---- ----- - --
EXTREME
--- -- ----
Index Range
-- -Index Rang --
- -- -- 10 ------
--
- - - --- - 10-
-- --
- -- ��- --
---- --
--- ------
- ---- - �0-----------------------
Qcolumn)
Choice
V: I:
V: I:
V: I:
V: 1:
v = value, I = index
SUB -TOTAL (Sum one index from each
k Material Description:
Mostly smaller gravel mixed
with sand
k Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5-10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0: no adjustment)
BANK MATERIAL
Stratification Comments:
stratified layers were observed
Stratification
Add 5-10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENT
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5 -9.9 10 -19.9 20 -29.9 30 -39.9 40 -45.9 46-50
Bank location description (check one) GRAND TOTALI 29.8
The BEHI was conducted at several locations on T1A at representative bank features throughout. BEHI RATING1 Moderate

Bank Erodibility Hazard Rating Guide
Stream: Jacob's Landing (T1A) Reach: 35 Linear Feet Date: 2/21/12 Crew: AH
Hiah Ratina
Bank Material Description:
Mostly smaller gravel mixed with sand
Bank Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5 -10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0: no adjustment)
BANK MATERIAL ADJUSTM
Stratification Comments:
stratified layers were observed
Stratification
Add 5 -10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTr
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5 -9.9 10 -19.9 20 -29.9 30 -39.9 40 -45.9 46 -50
Bank location description (check one) GRAND TOTAL 38.8
The BEHI was conducted at several locations on T1 at representative bank features throughout. BEHI RATING1 High
Bank Height (ft):
Bank Height/
Root Depth/
Root
Bank Angle
Surface
Bankfull Height (ft):
Bankfull Ht
Bank Height
Density %
(Degrees)
Protection %
Value Range
•----- ----- - - - --
1.0
---- -------
1.1
- - - - --
1.0
----- -- ---- -
0.9
°-
100
------ --- -----
80
- - - - --
0.0 20.0
--- ----------- -
100
---------------
80
°--
VERY LOW
Index Range
•--- ------ - --- --
--
1.0
-- ---------
1.9
---- ----
-
1.0
------------ ----'--
- --
1.9
1.0
- ---- -----'--
1.9
- --- - --
- - - --
1.0 1.9
------------ -- ---
1.0
-
1.9
--'--
Choice
V:
I:
V: I:
V: I:
- --
V: I:
---------------
V: I:
Value Range
•-- ------- - -- - --
111
--- ----------
1.19
- - - - --
0.9
-- -
0.50
79
------ -------
55
--- - - --
21.0 60.0
-
79
55
LOW
Index Range
2.0
3.9
----------
2.0
- - - ---
3.9
2.0
3.9
-- --- ---- ----- - - - --
2.0 3.9
----------------
2.0
- - --
3.9
Choice
V:
I:
V: I:
V: I:
yValue
Range
1.2
1_5
0_5
0_30
54----
61.0 80.0
30
O
Q.
MODERATE
Index Range
.--------- - - - - --
-------
4.0
-------------
--------
5.9
- - - - --
-------
40
---------------------------------------
---
59
- -- - - -
4.0
-30 - --
5.9
-- --
4.0 5.9
-----------------------------------------
- -_ -54 - - - - - --
4.0
- --
5.9
c
O
Choice
V:
I:
;. " 7 0.37 I:
5.2
V: I:
V: I:
V: I:
U)
Value Range
1.6
2.0
0 15
29
15
81,0 90_0
29--
15
HIGH
-----------------
Index Range
--- -- ---
6.0
- -- - --
7.9
- -0.29
-----------------------------------------
-- 6_0
7.9
6.0
- --
7.9
- - - - -- --
-------------------- 6.07 9
- -- - - - - --
--------------------- 60
- --
7.9
ae
Choice
V: I:
V: I:
V: I:
c
m•--
Value Range
---- --- -- -- --
2.1
--- ----
2.8
------- - - - --
0.14
-----------------------------------------
0.05
14
5
91.0 119.0
------------------------------------------
14
10
VERY HIGH
Index Range
•--- -- -- -- - - - ---
8.0
---------
9.0
---- - -- - --
8.0
-----------------------------------------
9.0
8.0
9.0
8.0 9.0
8.0
9.0
Choice
V:
I:
V: I:
V: I:
-----------------------------------------
V: 1:
V: I:
Value Range
•---- ---- - - -- °-
-------------
>2.8
- - - - --
<0.05
--------------------------------------------------------------
<5
>119
<10
EXTREME
Index Range
•----- -- -- - - - - --
--- -------
10
--- - - -- --
10
--------- ----
10
----- -----
--
10
---------------------
10
Choice
V:
I:
V: I:
- - ----
---
V: I:
-----
-------------- - - - ---
V: I:
---------------
V: I:
- ----
V = value, I = index
SUB -TOTAL (Sum one index from each column)
25.8
Bank Material Description:
Mostly smaller gravel mixed with sand
Bank Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5 -10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0: no adjustment)
BANK MATERIAL ADJUSTM
Stratification Comments:
stratified layers were observed
Stratification
Add 5 -10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTr
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5 -9.9 10 -19.9 20 -29.9 30 -39.9 40 -45.9 46 -50
Bank location description (check one) GRAND TOTAL 38.8
The BEHI was conducted at several locations on T1 at representative bank features throughout. BEHI RATING1 High

Bank Erodibility Hazard Rating Guide
Stream: Jacob's Landing (T1A) Reach: 107 Linear Feet Date: 2/21/12 Crew: AH
Very Hiah Ratina
k Material Description:
Mostly smaller gravel mixed with sand
k Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5-10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0: no adjustment)
BANK MATERIAL
Stratification Comments:
stratified layers were observed
Stratification
Add 5-10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTr
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5-9.9 10 -19.9 20 -29.9 30 -39.9 40 -45.9 46 -50
Bank location description (check one) GRAND TOTAL 401
The BEHI was conducted at several locations on T1A at representative bank features throughout. BEHI RATING1 Very High
Bank Height (ft):
Bank Height/
Root Depth/
Root
Bank Angle
Surface
Bankfull Height (ft):
Bankfull Ht
Bank Height
Density %
(Degrees)
Protection%
Value Range
1.0
--------
1.1
------ ---------
1.0
------
0.9
°-----
-- 100
---------
80
-- --
0.0 20.0
°----------- -- °---
100
---------------
so-­
- - --
VERY-
VERY LOW
Index Range
1.0
-- -------
1.9
--- -------
1.0
----- °-----
1.9
-------
1.0
-- ------------
1.9
- - -- --
1.0 1.9
--------------------
1.0
---------------------
1.9
---- -----------
Choice
V:
I:
V:
I:
V: 1:
V: I:
V: I:
Value Range
1.11
--------
1.19
-----------
0.9 -
------
- - - -- 0_50 --
79---- - - -
------
-55
- --
21.0 60.0
----- -------- --- ° --
79 - - - - - --
------
55
- --
LOW
- -- --- °-------
Index Range
2.0
3.9
2.0
3.9
2.0
3.9
2.0 3.9
2.0
3.9
Choice
V:
I:
V:
I:
V: I:
+� c
Value Range _
------- - - - ----
_ 1.2
---------------
1.5
--------------------------------------
0.5
0.30
54
----
30
----
_ 61.0 80.0
- ------------------
54
--------°---------
30
O
IL---------
MODERATE
Index Range
- - - - --
4.0
-------------
5.9
- - - - --
4.0
5.9
4.0
--------------
5.9
- - - - --
4.0 5.9
--------------------
4.0
-------------------
5.9
c
Choice
V:
I:
V: I:
V: I:
V: I:
O
o
Value Range
1.6
2.0
0.29
0.15
29
15
81.0 90.0
15
lL
HIGH
- - - - -
Index Range
------- -- ------
-- -- ---------
6.0
- - - - --
7.9
------ ---
6.0-
------
-------- --
- - - - -- 7.9 --
--------------
6.0
- - - - --
7.9
--------------------
6.0 7.9
--------- ---- --- - ---
- - -29 - - - - - --
6.0
-------------------
- --
7.9
.Z
Choice
V:
I:
V: I:
V: I:
c
O
m-
Value Ran a
- ---- ---9 --
2.1
---- °------
2.8 _
- - - - --
0.14
--- -- ------------
0.05
--
14
----- ----- ----
5
------
91.0 119.0
--- - -------- --- -----
14
---------------
10
----
VERY HIGH
Index Range
8.0
--------------
9.0
8.0
- ------------
9.0
-- - - --
8.0
-- ---- --------------
9.0
8.0 9.0
----------- ------ - --
8.0
---------------
9.0-­
-----
Choice
Choice
-- ---
V:
I:
V:
I:
V: I:
V: I:
V: I:
Value Range
>2.8
------- --
----
<0.05
- --
-------- - 5---------
-------- >119 -----------------
<10--------
EXTREME
-'------°----------
•------ ----
Index Range
---- °-
10
-- - - - - -- 10-
10
---- - - - -10
Choice
---- - - -
V:
-10
I:
-- - - - - --
V:
- --
I:
V: I:
V: I:
V: I:
V = value, I = index
SUE TOTAL (Sum one index from each column)
27.1
k Material Description:
Mostly smaller gravel mixed with sand
k Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5-10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0: no adjustment)
BANK MATERIAL
Stratification Comments:
stratified layers were observed
Stratification
Add 5-10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTr
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5-9.9 10 -19.9 20 -29.9 30 -39.9 40 -45.9 46 -50
Bank location description (check one) GRAND TOTAL 401
The BEHI was conducted at several locations on T1A at representative bank features throughout. BEHI RATING1 Very High

Bank Erodibility Hazard Rating Guide
Stream: Jacob's Landing (T2 -1) Reach: 275 Linear Feet Date: 2/21/12 Crew: AH
Moderate Rating
nk Material Description:
Mostly smaller gravel mixed with sand
nk Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5 -10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0: no adjustment)
BANK MATERIAL
Stratification Comments:
Few stratified layers were observed
Stratification
Add 5 -10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTr 5
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5 -9.9 10 -19.9 20 -29.9 30 -39.9 40 -45.9 46 -50
Bank location description (check one) GRAND TOTAL 29.3
The BEHI was conducted at several locations on T2 -1 at representative bank features throughout. BEHI RATING1 Moderate
Bank Height (ft)
Bank Height/
Root Depth/
Root
Bank Angle
Surface
Bankfull Height (ft):
Bankfull Ht
Bank Height
Density %
(Degrees)
Protection %
Value Range
-------- -
1.0
--------
1.1
-----
1.0
-----
0.9
° ---- - - - - --
100
80
-- - - - --
0.0 20.0
---- ---------- - - - - --
100
---- ----------
° 80
- - --
VERY LOW
•- - - - --
Index Range
•------ ---- - - - --
1.0
- --- ----
------
.9
1 - - --
--- -- - -
--
1.0
--- ------
----
9
1_9
--
-------------
1.0
-------
-- --
1.9
- - - --
-
1.0 1.9
---- ----------- - - - --
1.0
1.9
Choice
V:
I:
V:
I:
V: I:
V: I:
Value Range
-------- -
1.11
-------------
1.19
0.9
---------
0.50
-- -- -- - - --
79
---- --
55
21.0 60.0
---- --- ---- - -- --
79
---------------------
55
LOW
•- - - - --
Index Range
2.0
- -- ---
3.9
2.0
19
--- -----
2.0
- - - ---
3.9
----
2.0 3.9
2.0
3.9
-
ro
--------- - - - - --
Choice
------ ------
V:
- -- °--
I:
MEM
--- ---- -- ----
V: I:
- - -- - --
--- ------------------
V: I:
w
Value Range
1.2-------
1_5
0_5
0.30
80-
54
a•---------
MODERATE
Index Range
- - - - --
4.0
- --
5.9
--
4.0
-------------
- ---
5.9
- - - - --
- -- - ---- - - -
40
--------------
---
5.9
- - - - --
-- --
4.0 5.9
-------------- - - - - --
- - - - - --
4.0
--------------------
-- - --
5.9
G
Choice
V:
I:
V: 45.0 I:
4-
V: I:
V: I:
o
Value Range
1.6
2.0
0.29
0.15
29
15
81.0 90.0
29
15
W
HIGH
•- ------- - ---- --
Index Range
--- ---- ---nge
-- -------
-- 6:0-------
- - - - --
7.9 - --
-- ------
6.0
-------------------
----- --- - --
7.9
--- 6_0- - - - - --
- --
7_9 - --
- -- ------- ---- - - - - --
--- 6.0------- -79 - --
- - - - - - --
- -- 6_0-------7.9--
-
x
C
Choice
V:
I:
V:
I:
V: I:
V: I:
V: I:
M
Value Range
- -------- - -- - --
2.1
--- - ----------------------------------------------------------
2.8
0.14
0.05
14
5
91.0 119.0
------------------------------------------
14
10
VERY HIGH
Index Range
•---------
8.0
- --- ---
9.0
---- ----- - --
8.0
------
9.0
------- - - -- --
8.0
9.0
8.0 9.0
------- -------
8.0
---------------
9.0
-----
------
Choice
V:
1:
V:
I:
-- ------------
V: I:
- - - - --
------
V: I:
V: I:
Value Range
-------- --- --
-------
>2.8
----
- --------
<0.05
<5
>119
<10
EXTREME
- -
Index Range
°- ----- -- - - - - --
---- ---------
-- - - - - --
10
- - - ---
-----------------------------------------
---- - -- - --
10
------------ --
10
--- ---
------- -- ---- -- - -- --
10
----- -- -------
---------------
10
---------------------
- - ---
Choice
V:
I:
V:
I:
V: I:
- - ----
V: I:
V: 1:
V = value, I = index
SUB -TOTAL (Sum one index from each column)l
17.3
nk Material Description:
Mostly smaller gravel mixed with sand
nk Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5 -10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0: no adjustment)
BANK MATERIAL
Stratification Comments:
Few stratified layers were observed
Stratification
Add 5 -10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTr 5
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5 -9.9 10 -19.9 20 -29.9 30 -39.9 40 -45.9 46 -50
Bank location description (check one) GRAND TOTAL 29.3
The BEHI was conducted at several locations on T2 -1 at representative bank features throughout. BEHI RATING1 Moderate

Bank Erodibility Hazard Rating Guide
Stream: Jacob's Landing (T2 -1) Reach: 145 Linear Feet Date: 2/21/12 Crew: AH
Hiah Ratina
k Material Description:
Mostly smaller gravel mixed with sand
k Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5-10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Slit Clay (+ 0: no adjustment)
BANK MATERIAL ADJUSTM
Stratification Comments:
Few stratified layers were observed
Stratification
Add 5-10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENT' 5
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5-9.9 10 -19.9 20 -29.9 30 -39.9 40 -45.9 46 -50
Bank location description (check one) GRAND TOTALI 36.8
The BEHI was conducted at several locations on T2 -1 at representative bank features throughout. BEHI RATING1 High
Bank Height (ft):
Bank Heightl
Root Depth/
Root
Bank Angle
Surface
Bankfull Height (ft):
Bankfull Ht
Bank Height
Density
%
(Degrees)
Protection %
Value Range
----- ------ ----
1.0
--- -----
1.1
°------- --
1.0
--- °- ----
0.9
--- - -----
100
---------- ---
80
-------
0.0 20.0
----- ------ ---- ----
100
-------------
80
-- -- --
VERY LOW
Index Range
•-- ----- --------
1.0
---
---- - ------
1.9
--°-
- ---
1.0
-- ---------
1.9
- - --
1.0 --- ---
------ --
1.9
-- - ---
1.0 1.9
--- -----°------ ----
1.0
1.9
Choice
V:
1:
V:
I:
V: I:
V: I:
Value Range
•- --------
1.11
------
1.19 -----
-------------------
0.50
79
- -- ----------
55
- °----
21.0 60.0
---- ------------- - --
79
---------------
55
- - --
LOW
------
Index Range
-----
2.0
3.9
---0.9
2.0
3.9
2.0
3.9
2.0 3.9
2.0
3.9
Choice
V:
I:
V:
1:
V: I:
V: I:
wValue
Range
1.2-------
1_5-
0.5 -
- - - -- 0.30
54----
61.0 80.0
54 - - - - - --
30 - --
O
a•---------
MODERATE
Index Range
- - - - --
4.0
------ -------
--
5.9
- - - - --
4.0
-------------
5.9
- - - - --
- - -
4.0
--------------
-30
5.9
- - - - --
4.0 5.9
--------------------
4.0
---------------------
5.9
r-
Choice
V:
I:
V:
1:
V: I:
V: I:
V: I:
O
Value Range
1.6
2.0
0.29
0.15
29
15
81.0 90.0
29
15
W
HIGH
Index Range
•--------- ------
6.0
7.9
6.0
7.9
6.0
7.9
6.0 7.9
------------------------
6.0
7.9
Choice
V: I:
V: I:
c
m
Value Range _
-------- - - ----
_ 2.1
-------
2.8 _
---- - -----
_ 0.14
--------
0.05 _
-- ----- --
14
-----------------
5
- --
91.0 119.0
-- - °----°---------
14
---------------
10
----
VERY HIGH
Index Range
•----- ---- - --
8.0
---------------------------------
9.0
8.0
9.0
8.0
- ----- -----------
9.0
- --
8.0 9.0
--- -----------------
8.0
---------------
9.0
----
- --
Choice
V:
I:
V:
I:
V: I:
V: I:
V: 1:
Value Range
•-------- ----- --
---------
>2.8
------ - - --
---- ----
<0.05
-- --- ---- --
<5
- -------------------
>119
---- -- --------------
<10
---------------------
EXTREME
Index Range
------------ ----
----------
10
--- - -----
-------------
10
- - - ---
10
--------- -----
- - - - --
10
--------------------
10
---------------------
Choice
V:
I:
V:
1:
1 V: I:
V: I:
V: I:
V = value, I = index
SUB -TOTAL (Sum one index from each column)l
24.8
k Material Description:
Mostly smaller gravel mixed with sand
k Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5-10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Slit Clay (+ 0: no adjustment)
BANK MATERIAL ADJUSTM
Stratification Comments:
Few stratified layers were observed
Stratification
Add 5-10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENT' 5
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5-9.9 10 -19.9 20 -29.9 30 -39.9 40 -45.9 46 -50
Bank location description (check one) GRAND TOTALI 36.8
The BEHI was conducted at several locations on T2 -1 at representative bank features throughout. BEHI RATING1 High

Bank Erodibility Hazard Rating Guide
Stream: Jacob's Landing (T2 -1) Reach: 340 Linear Feet Date: 2/21/12 Crew: AH
Very Hiah Rating
Material Description: Bank Sketch
Mostly smaller gravel mixed with sand
Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5 -10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0: no adjustment)
BANK MATERIAL
Stratification Comments:
Few stratified layers were observed
Stratification
Add 5 -10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTr5
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5-99 10 -19.9 20 -29.9 30 -39.9 40 -45.9 46 -50
Bank location description (check one) GRAND TOTAL 40.4
The BEHI was conducted at several locations on T2 -1 at representative bank features throughout. BEHI RATING1 Very High
Bank Height (ft):
Bank Height/
Root Depth]
Root
Bank Angle
Surface
Bankfull Height (ft):
Bankfull Ht
Bank Height
Density %
(Degrees)
Protection%
Value Range
•------- --------
1.0
--- ----------
1.1
- -----
1.0
--------
0.9
-----
100
- ----------- --------
80
0.0 20.0
100
80
VERY LOW
Index Range
°--- ----- -- - - --
1.0
-- --- --------
1.9
- - - - --
1.0
- ------------
------
1.9
- -- - --
1.0
-------- ------
1.9
------------------------------------------
1.0 1.9
------------
1.0
1.9
Choice
V: I:
V:
I:
V: I:
- -- - --
-- --- ---
V: I:
---------------
V:
°
- - -
I:
Value Range
•-------- -------
1.11
--- ---- ---- ----
1.19
- -°
- --0.9
- ---------
0.50
79
-
55
21.0 60.0
79
55
LOW
Index Range
2.0
3.9
2.0
- - - - --
3.9
°-----------
2.0
- - - - --
3.9
--- ----------- - - - - --
2.0 3 9
----°----------
2.0
- - --
3.9
•--------- -- -- --
Choice
----- ---- ----
V: I:
- - - - --
----------
V:
----- - - --
I:
----- ---- -------
V: I:
- - --
------------------------------------------
V. 50.0 I: 3.4
V: 60.0 I:
3.5
rValue
Range
_2
1_5
0_5
0,30
61,0 800
54
30
0
IL.---------
MODERATE
Index Range
- - - - --
- - -1 -------
4.0
-------------
- --
5.9
- - - - --
-- -
4.0
-------------
- - - --
5.9
- - - - --
4.0
--------------
- --
5.9
- - - - --
--
4.0 5.9
-----------------------------------------
- - - - - --
4.0
-
5.9
C
Choice
V: I:
V:
I:
V: I:
V: I:
V: I:
oValue
Range
1
2.0
0.29
0.15
90.0
29--
15
W•--
HIGH
Index Range
--- ------- ---
_6 - - - - - --
--
6.0
- --
7.9
6.0
- - - - -- --
7.9
- -- ---- - - - - --
6.0
-
7.9
--
-- -- --
6.0 7.9
--- ----- -------- - ---
---- - - - - --
6.0
--------------------
- --
7.9
x
Choice
V: I:
V: I:
c
f6
m
Value Range
•--------- - - - - --
2.1
- --- ---------
2.8
- - - - --
0.14
------ ---
0.05
------ -- --
14
- -------- --- --------
5
91.0 119.0
--- ----------- -- - - --
14
----°°---------
10
- --
VERY HIGH
Index Range
•---- ----- - - - - --
8.0
----- --- -----
9.0
------
8.0
-------
9.0
-- ---- - - - - --
8.0
- ------------
9.0
-
8.0 9.0
8.0
9.0
Choice
V: I:
V:
I:
V: I:
- -- - --
------------------------------------------
V: I:
V: I:
Value Range
-----------------------
>2.8
- -- ----
- - - - --
---- ---
<0.05
-- ----
<5
------------
>119
<10
EXTREME
Index Range
•--------- - - - - --
10
----- ---- ----
-- - ---
---------
- - - ---
10
---- - -- - --
--
10
---- ---------
- - - ---
-
------------------------------------------
10
10
Choice
V: I:
V:
I:
V: I:
- - - - --
----- -- ------- - - -- --
V: I:
---------------
V: I:
- ----
1
V = value, I = index
SUB -TOTAL (Sum one index from each column)
28.4
Material Description: Bank Sketch
Mostly smaller gravel mixed with sand
Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5 -10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0: no adjustment)
BANK MATERIAL
Stratification Comments:
Few stratified layers were observed
Stratification
Add 5 -10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTr5
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5-99 10 -19.9 20 -29.9 30 -39.9 40 -45.9 46 -50
Bank location description (check one) GRAND TOTAL 40.4
The BEHI was conducted at several locations on T2 -1 at representative bank features throughout. BEHI RATING1 Very High

Stream: Jacob's Landing (T2 -2)
Bank Erodibility Hazard Rating Guide
Reach: 305 Linear Feet Date: 2/21/12 Crew: AH
Moderate Ratino
Bank Material Description: Bank Sketch
Mostly smaller gravel mixed with sand
Bank Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5 -10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0' no adjustment)
BANK MATERIAL ADJUSTMEN
Stratification Comments:
Few stratified layers were observed
Stratification
Add 5 -10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTrS
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5 -9.9 10 -19.9 20-299 30 -39.9 40 -45.9 46 -50
Bank location description (check one) GRAND TOTAL 28.9
The BEHI was conducted at several locations on T2 -2 at representative bank features throughout. BEHI RATING1 Moderate
Bank Height (ft):
Bank Height/
Root Depth/
Root
Bank Angle
Surface
Bankfull Height (ft):
Bankfull Ht
Bank Height
Density %
(Degrees)
Protection%
Value Range
•---------------
-- 1 -0 --------
1.1 - --
---------------------
.
- --100-- -- -- -
-80 - --
- -- 0 0- -- - - -- 20.0 --
- -- 100- - - - - --
80 - --
VERY LOW
Index Range
-0
--- 1-0- - - - ---
1.9 --------
1.0 --- ---
1-9 - --
- -- 1 -0 -- -- - - -1 9 ---
--- 10-- -----
1.9 _-
Choice
- - -1 -------1-9
V:
---
I:
V: I:
V: I:
V: I:
V:.._$ p`, ;.
9.7
Value Range
1.11
1.19
0.9
- --
0.50
- - -- --
- -- 79---- - - -
-55 - --
- 21.0 60.0
------------- - - - - --
79 - - - - - --
- - - - - --
55----
LOW
•--------- - -- ---
Index Range_
--- ----
____2,0 -------
-- ------ ----
3.9 ---
-------- --
--- ?- 0 - - - - °-
3 9 --
- - -2.0 -------
3-9 - --
2.0 3.9
- -- 2.0 - - - - - --
3.9 -
m
y
Choice
V
I:
V: 0.57 I:
3.6
V: I:
-.
V: I:
e ang
Value Range
R
1.2-------
1 -5 - --
-- 0 5 - - - - - --
0 -- --
- -- - --------
30 - - --
-- 61 0 - - - - -- --- --
---- 54-- - - - - --
3- - --
C
CL----------
MODERATE
-- ---ue
Index Range
- - - - --
--
4.0
5.9
4.0
-------------
5.9
- - - - --
4.0
--------------
5.9
- - - - --
4.0 5.9
-------------- - - - - --
4.0
---------------------
5.9
r_
Choice
V: I:
V•s 4 5. 0 I:
4.7
V: I:
V: I:
0
o
Value Range
1.6
2.0
0.29
0.15
29
15
- - --
81.0 90.0
------------------------------------------
29
15
W
HIGH
--------- - -- ---
Index Range
---- -- ---------
6-
----
7.9
6---
7.9
--------------
--
-=9
-
x
Choice
V:
I:
-- - -- ---
V: I:
--
---- --- - - - - --
V: I:
---
- -- -- -- - -- - -- - --
V: I:
- -- ----------7.9---
V: I:
L
Value Ran a
2.1
2.8
0.14
0.05
14
5
91.0 119.0
14
10
m------
VERY HIGH
- - - - -9 --
Index Range
------ -------
8.0
------°--------
-- - - --
9.0
- --
--- --- ---- ---
-- 8.0- - - - - --
- -- - --
9.0 --------
----- --- ------
8.0 -------
--- ---
9 -0 - --
---- ---------- - - - - --
--- 8.0 -------- 9 0 - --
---------------
- -- 8.0 -------
- - - --
9.0 ----
•---------------
Choice
V:
I:
V: I:
V: I:
V: I:
V: l:
Value Range
- --
- ------
-2 8
---- -- - - -- --
-0.05
-- ---- ----- --
- - - ---
<5
- ---------- ---
-- - ---
-119
------ -- °- --- °----
<10
------------ ---------
EXTREME
•------- -- ---
Index Range
--------
t0-- - - - - --
-- - - - - -- 10
---- ---- -10---------
--------- 10 - -- -----
--------- 10
Choice
V:
I:
V: I:
V: I:
V: I:
V: I:
V = value, I = index
SUB -TOTAL (Sum one index from each column)
16.9
Bank Material Description: Bank Sketch
Mostly smaller gravel mixed with sand
Bank Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5 -10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0' no adjustment)
BANK MATERIAL ADJUSTMEN
Stratification Comments:
Few stratified layers were observed
Stratification
Add 5 -10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTrS
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5 -9.9 10 -19.9 20-299 30 -39.9 40 -45.9 46 -50
Bank location description (check one) GRAND TOTAL 28.9
The BEHI was conducted at several locations on T2 -2 at representative bank features throughout. BEHI RATING1 Moderate

Bank Erodibility Hazard Rating Guide
Stream: Jacob's Landing (T2 -2) Reach: 385 Linear Feet Date: 2/21/12 Crew: AH
Hiah Ratina
k Material Description: Bank Sketch
Mostly smaller gravel mixed with sand
k Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5 -10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0: no adjustment)
BANK MATERIAL ADJUSTM
Stratification Comments:
Few stratified layers were observed
Stratification
Add 5 -10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTr `i
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5 -9.9 10 -19.9 20 -29.9 30 -39.9 40-459 46 -50
Bank location description (check one) GRAND TOTAL 39.9
The BEHI was conducted at several locations on T2 -2 at representative bank features throughout. BEHI RATING1 High
Bank Height (ft):
Bank Height/
Root Depth/
Root
Bank Angle
Surface
Bankfull Height (ft):
Bankfull Ht
Bank Height
Density %
(Degrees)
Protection%
Value Range
•-- -- -- --- - - - ---
1.0
------ ---
1.1
---- - - - - --
1.0
-------
0.9
------ - - - - --
100
-- - ------
-- - °
80
- - - - --
0.0 20.0
-- ---- -------- - - - - --
100
80
-
VERY LOW
Index Range
1.0
1.9
1.0
1.9
1.0
1.9
1.0 1.9
---------------
1.0
- - --
1.9
Choice
V:
I:
V:
I:
V: I:
V: I:
V;' 80,0
Value Range
•------- -- - - - ---
1.11
-------------
1.19 -
---0.9 ----------
0.50
79
55
21.0 60.0 ••
--
79
55
LOW
Index Range
2.0
- - - --
3.9
2.0
- - - - --
3.9
------------ --
2.0
- - - - --
3.9
- ----------- - --- -
2.0 3.9
---- -----------
2.0
--- --
3.9
_
w
- ------ -- - - - ---
Choice
------ ---
V:
------ - - --
I:
-------
V:
---- -- - -- - --
I:
---------------
V: I:
------
? 45.0 I'' -,. ,
--------------------
V: I:
+�
Value Range
0.5
5- 4--
30
0 - -
3 -
O
a.-
MODERATE
-----------------
Index Range
--- -- -- -- -9 --
-- --1.2 -
4.0
---- ---------
- - - - -- -- - --
5.9
-- -- --
-------------------
4.0
---- ----
- ---
5.9
----- - - - ---
---- - - - - --
4.0
--- --- --------
-- ---
5.9
- - - - --
-F ---- - ----- -- --
4.0 5.9
--------------------
- - - --- - - -- ---
4.0
--------------------
- --
5.9
c
O
Choice
V:
I:
V:
I:
V: I:
V: I:
V: I:
o
Value Range
1 6
2.0
0,29
0.15
81 90
29
15
- ----
- - ---
- - - - -- - --
- ----- ---
---- - --- ---
-- --- - - - - --
- - --
-- - -- --- --- -- - --
- - - -- - - - - --
- --
W
HIGH
Index Range
60
-
7.9
- - - - -- - --
6.0
7.9
6.0
7.9
6.0 9
---------- - -- - --
60
- -- _- - - - - --
7.9
- --
x
c
Choice
V:
I:
V: I:
03
Value Range
•--------- - - - ---
2.1
--- ----------
2.8
- -- - --
0.14
- - - - - --
------0.05 0.05 --
14
- ---- ---- --- ---
5 --- --
- -- 91.0 --- ----- -- 119.0 - °----
---- 14 -----------
10 -- ---
VERY HIGH
Index Range
•- -------- - - - ---
8.0
9.0
8.0
------ ---
9.0
---- - --
8.0
----- ---------
9.0
8.0 9.0
-----------------------------------------
8.0
9.0
Choice
V:
---
I:
V: I:
-- - ---
V: I:
V: I:
Value Range
---- ----- - - - - --
--- ---------
>2.8
-- - - - --
---------
<0.05
----
<5
----- ---------
>119
--------
<10
EXTREME
Index Range
•----- °--- - - - ------------
10
- -- --- ---
---------
- -----
10
10
10
----- °-------
- - - ---
- - - - --
--- --- - -- - --
10
- -------- - - - ---
---------------
10
- - ---
Choice
V:
I:
V:
I:
V: I:
-----
V: I:
---------------
1 V: I:
- - ---
V = value, I = index
SUB -TOTAL (Sum one index from each column)
27.9
k Material Description: Bank Sketch
Mostly smaller gravel mixed with sand
k Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5 -10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0: no adjustment)
BANK MATERIAL ADJUSTM
Stratification Comments:
Few stratified layers were observed
Stratification
Add 5 -10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTr `i
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5 -9.9 10 -19.9 20 -29.9 30 -39.9 40-459 46 -50
Bank location description (check one) GRAND TOTAL 39.9
The BEHI was conducted at several locations on T2 -2 at representative bank features throughout. BEHI RATING1 High

Bank Erodibility Hazard Rating Guide
Stream: Jacob's Landing (T2 -2) Reach: 230 Linear Feet Date: 2/21/12 Crew: AH
Very Hiah Rating
It Material Description: ` Bank Sketch
Mostly smaller gravel mixed with sand
k Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust
Gravel (Add 5-10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0: no adjustment)
BANK MATERIAL
Stratification Comments:
Few stratified layers were observed
Stratification
Add 5-10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTr
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5-9.9 10 -19.9 20 -29.9 30 -39.9 40 -45.9 46 -50
Bank location description (check one) GRAND TOTAL 42.5
The BEHI was conducted at several locations on T2 -2 at representative bank features throughout. BEHI RATING1 Very High
Bank Height (ft):
Bank Height/
Root Depth/
Root
Bank Angle
Surface
Bankfull Height (ft):
Bankfull
Ht
Bank Height
Density %
(Degrees)
Protection%
Value Range
----- -------- --
1.0
--------------------------------------------------------------
1.1
1.0
0.9
100
80
0.0 20.0
------------------------------------------
100
80
VERY LOW
Index Range
•-------- -------
1.0
-------------
- ----1.9 -
------ 1.0 -------
- - 1.9 - - --
-- - 1.0 --------- --------
1.9
1.0 1.9
---- ------- --- ------
1.0
---------------
1.9
----
Choice
V:
I:
V:
I:
V: 1:
V: I:
V:
I:
Value Range
1.11
1.19
0.9 -------
0.50 -------
79---- - - -
-55
21.0 60.0
79 - - - - - --
55 - --
LOW
Index Range
2.0
3.9
2.0
3.9
2.0
3.9
2.0 3.9
2.0
3.9
M
a+
Choice
V:
I:
V:
1:
V: I:
Range
-- 1.2
1_5 - --
0.5
0.30
--- 54 ---- - - -
-30
61.0 80.0
54 - - - - - --
30 - --
acct.
O
CL---------------------
MODERATE
-Value
-
Index Range
-------
4.0
5.9
4.0
-------------
5.9
- - - - --
4.0
--------------------
5.9
4.0 5.9
-------------- - - - - --
4.0
-------------------
5.9
c
Choice
V:
I:
V:
I:
V: 1:
V: I:
V:
I:
O
OValue
Range
1.6
0.15
29--
81.0 90-
15
lL
HIGH
Index Range
- ---- ----------
6.0
-------------
- --
7.9
- - -- --
- -0.29
6.0
- - - - -- --
7.9
- -- - - - - --
6.0
- - --
7.9
--
--- 6.0 7.9
-------------
- - -29 - - - - - --
-- 6_0 - - - - - --
- --
7.9- --
x
Choice
V:
1:
V: I:
V:
I:
c
M
In•-------
Value Range
--------
2.1
------ -------------
2.8
0.14
------------
0.05
----5 --
14
--- -- -- -- ---------
5
91.0 119.0
----°-- ---- ----- ---
14
----------------
10----
VERY HIGH
Index Range
•--------- - - -- --
8.0
---- ---------------
9.0
8.0
----------
9.0
---------
8.0
------- °-----------
9.0
8.0 9.0
°-- ---------- - - - - --
8.0
---------------
9.0
----
Choice
V:
I:
V:
I:
V: I:
V: I:
V:
I:
Value Range
-----2fan
- ---------------
>2.8
---
---------
<0.05
----- - -- --
-- - - - - -- <5-
--------
- - - - -- >119
- - ------
- - - - - -- <10-
--- - - --
EXTREME
---
Index Range
- -Index----- ---
10
-- - - - - --
10 - --
--------------------
-- - - - - -- 10---
- - - - --
----- - - - -10
-- - - - - -- - --
------
Choice
V:
I:
V: I:
V: I:
V:
1:
V = value, I = index
SUB -TOTAL (Sum one index from each column)
30.5
It Material Description: ` Bank Sketch
Mostly smaller gravel mixed with sand
k Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust
Gravel (Add 5-10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0: no adjustment)
BANK MATERIAL
Stratification Comments:
Few stratified layers were observed
Stratification
Add 5-10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTr
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5-9.9 10 -19.9 20 -29.9 30 -39.9 40 -45.9 46 -50
Bank location description (check one) GRAND TOTAL 42.5
The BEHI was conducted at several locations on T2 -2 at representative bank features throughout. BEHI RATING1 Very High

Bank Erodibility Hazard Rating Guide
Stream: Jacob's Landing (T2A) Reach: 85 Linear Feet Date: 2/21/12 Crew: AH
Moderate Ratina
k Material Description:
Mostly smaller gravel mixed with sand
k Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5 -10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0: no adjustment)
BANK MATERIAL
Stratification Comments:
stratified layers were observed
Stratification
Add 5 -10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTr 5
VERY LOW LOW MODERATE HIGH
Bank Height (ft)
5 -9.9 10 -19.9 20 -29.9 30 -39.9
Bank Height/
Root Depth/
Root
29.7
Bank Angle
Surface
Moderate
Bankfull Height (ft):
Bankfull Ht
Bank Height
Density %
(Degrees)
Protection %
Value Range
---- ------- - ---
1.0
------ -------
1.1
- - - ---
1.0
-------------------
0.9
100
-- --------- ---
80
- - - - --
0.0 20.0
------ -------- - - - - --
100
----------------
80
- - --
VERY LOW
Index Range
----------- -- ---
1.0
1.9
-------
1.0
1.9
1.0
---
1.9
1.0 1.9
--
1.0
1.9
Choice
-------- ----
V: I:
-- --- ---- ----------
V: I:
-- ---- ------
V: I:
-- ---
------ --- --- ------
V: L•
---------------------
V: 85.0
L' 1.7
Value Range
•--------- - - - ---
1.11
- °------ ----
1.19 - - - ---
---
0.50 ---- --
- -- 79
55
--- 21.0 - --------- 60.0
79
55
LOW
Index Range
2.0
3.9
---0.9 - ------
2.0
3.9
----- ------
2.0
-- ----
19
- - - - - --
2.0 3.9
---- ^---------
2.0
- - - --
3.9
M
w
Choice
V: I:
V: I:
V: I:
V: 40.0 1: -!
V: I:
Value Range
1.2
1_5
0- 5
0_30
54----
61,0 80.0
30
o
a
MODERATE
Index Range
.--------- - - - - --
--- -------
4.0
---- ---------
--------
5.9
- -- - --
-------
4.0
---- ---------
-------
5.9
--- ........
- - -
4.0
--------
-30 - --
5.9
--- - --
--
4 0 5 9
--- -- --------- - -- - --
- - - -54 - - - - - --
4.0
-------^------------
- --
5.9
C
0
Choice
V: 1.2 I:
4.0
V: 0.50 I:
4.0
V: 40.0 I:
5.1i'
V: I:
V: I:
o
Value Range
1 6
2.0
029
0 5
15
81.0 0.0
29
15
-- --- --- ---- --
- - --- - - - - --
- --
--- --- ----- ------
--
- -- -----
-
-- -- - ----
- - - - - - --
- --
HIGH
Index Range
6.0
7.9
--------------------
--
-- ---
6-
^--- - - - - --
7,9
7 9
6.0
. 9
------------------------------------------
7.9LU
x
c
Choice
V: I:
V: I:
V: I:
V: I:
V: I:
ea
m•---------
Value Range
- - -- --
2.1
------ - ------------
2.8
0.14
------ --- ----
0.05
- - - - --
14
- ------ - -- ---
5
--- ---
91.0 119.0
-----------------------------------
14
...
VERY HIGH
Index Range
•- ----- ---------
8.0
------ -------
9.0
- - - - --
-----8.0
--------
9.0
- --- --
--- 8.0 °--- ------
.0
9 - - - - --
8.0 9.0
-----------
------- 8.0
9.0
Choice
V: I:
V: I:
V: I:
--- - - ----
V: I:
-------
V: I:
- - - - --
Value Range
------- -- - --- --tv:
12.8
- ------------
- - -- --
<0.05
---------- --------------------
<5
-------
- --
1119
-- ----------
<10
EXTREME
Index Range
°------- ° -----
10
-------------
- - - - --
10
---------- ---
- - ----
10
--- --- -------
- - - - - --
-- - - - - --
10
-- ------------
---------------------
10
Choice
I:
V: I:
V: I:
- - - - --
V: 1:
- - - --- --------------
V: I:
V = value, I = index
SUB -TOTAL (Sum one index from each column)
17.7
k Material Description:
Mostly smaller gravel mixed with sand
k Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5 -10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0: no adjustment)
BANK MATERIAL
Stratification Comments:
stratified layers were observed
Stratification
Add 5 -10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTr 5
VERY LOW LOW MODERATE HIGH
VERY HIGH EXTREME
5 -9.9 10 -19.9 20 -29.9 30 -39.9
40 -45.9 46 -50
Bank location description (check one)
GRAND TOTAL
29.7
The BEHI was conducted on the entire T2A reach due to similar bank features throughout.
BEHI RATING1
Moderate

Bank Erodibility Hazard Rating Guide
Stream: Jacob's Landing (T2A) Reach: 45 Linear Feet Date: 2/21/12 Crew: AH
Hiah Ratina
k Material Description:
Mostly smaller gravel mixed with sand
k Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5-10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Slit Clay (+ 0: no adjustment)
BANK MATERIAL
Stratification Comments:
stratified layers were observed
Stratification
Add 5-10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTr5
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5-9.9 10 -19.9 20 -29.9 30 -39.9 40.45.9 46 -50
Bank location description (check one) GRAND TOTAL 39.8
The BEHI was conducted on the entire T2A reach due to similar bank features throughout. BEHI RATING1 High
Bank Height (ft):
Bank Height/
Root Depth/
Root
Bank Angle
Surface
Bankfull Height (ft):
Bankfull Ht
Bank Height
Density %
(Degrees)
Protection%
Value Ran a
•-----------9 --
1.0
----- ------
1.1
--- -----
- - -1 A -
- - - - -- 0.9 --
100 --- - - -
-------
-80 - --
- -- 0.0- 20.0
-- ----- - -- - --
100- - - - - --
------
80 - --
VERY LOW
Index Range
•--------- - - - ---
1.0
-----------
1.9
--------
1.0
- ----- -------------
1.9
1.0
--- °-----------
1.9
- - --
1.0 1.9
--------------- -----
1.0
1.9
Choice
V:
I:
V:
I:
V: 1:
V: I:
- Value Range -
1.11
-------------------
1.19
0.9 -
------
- - - -- 0_50 --
79---- - - -
------
-55
- --
21.0 60.0
----- ---------------
79 - - - - - --
------
55 - --
LOW
Index Range
2.0
3.9
2.0
3.9
2.0
3.9
2.0 3.9
2.0
3.9--
20
w
Choice
V:
I:
V:
I:
V: I:
V: I:
w
Value Range
1.2
--------------------------
1.5
0.5 -
--
- - - -- 0_30
-- 54---- - - -
-30
---
61.0 80.0
--------------------
54 - - - - - --
-----
30 - --
d
MODERATE
----------- - ---
Index Range
--------- ------
4.0
-----------
5.9
-- -.9
4.0
- ---- --------
--
5.9
- -- - --
-
4.0
- --°---- ---------
5.9
--
4.0 5.9
--- -- -- ------- - -- - --
4.0
-------------------
5.9
c
Choice
V:
I:
V:
I:
V: I:
V: I:
V: I:
O
o
Value Range
1.6
2.0
0.29
0.15
29
81.0 90.0
15
lL
HIGH
--------- - - ----
Index Range
-- -------------
----- --------
6.0
---------
- - - - --
7.9
---- - - - ---
-------------
6.0
- - - - --
7.9
---- --- ----- -
6.0
-15
- --
7.9
--------------------
6.0 7.9
------------------------------------------
- - -29 - - - - - --
6.0
- --
7.9
x
Choice
V:
I:
V: I:
V: 1:
c
m
Value Range _
•--- ----- -- °--
_ 2.1
------------
2.8 _
-----
_ 0.14
-------
0.05
-----------
14
------ ---- ---
5
-- - - ---
91.0 119.0
-- --------- ---------
14
10
VERY HIGH HIGH
Index Range
----- ----------
8.0
-------------
9.0
- - - - --
8.0
---------
9.0
----------
8.0
--------------------
9.0
8.0 9.0
--------------------
8.0
---------------
9.0
- - - --
Choice
V:
1:
V:
I:
V: I:
V: I:
V: I:
Value Range
------ --- ------
-------------------
>2.8
--------------
<0.05
- - - --
<5
---- ------- ----
-----
>119
--------------------
<10
----------------
---
EXTREME
index Range
10
------------
--
-- ------ 10---------
---------��
--- ---- - -
- - - - - --
Choice
V:
I:
I:
V = value, I = index
SUB -TOTAL (Sum one index from each column)
27.8
k Material Description:
Mostly smaller gravel mixed with sand
k Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5-10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Slit Clay (+ 0: no adjustment)
BANK MATERIAL
Stratification Comments:
stratified layers were observed
Stratification
Add 5-10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTr5
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5-9.9 10 -19.9 20 -29.9 30 -39.9 40.45.9 46 -50
Bank location description (check one) GRAND TOTAL 39.8
The BEHI was conducted on the entire T2A reach due to similar bank features throughout. BEHI RATING1 High

Bank Erodibility Hazard Rating Guide
Stream: Jacob's Landing (T2A) Reach: 125 Linear Feet Date: 2/21/12 Crew: AH
Very Hiah Ratina
k Material Description: Bank Sketch
Mostly smaller gravel mixed with sand
k Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5 -10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0: no adjustment)
BANK MATERIAL ADJUST
Stratification Comments:
stratified layers were observed
Stratification
Add 5 -10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTr1
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5 -9.9 10 -19.9 20 -29.9 30 -39.9 40-459 46 -50
Bank location description (check one) GRAND TOTAL 45.8
The BEHI was conducted on the entire T2A reach due to similar bank features throughout. BEHI RATING1 Very High
Bank Height (ft):
Bank Height/
Root Depth/
Root
Bank Angle
Surface
Bankfull Height (ft):
Bankfull Ht
Bank Height
Density %
(Degrees)
Protection %
Value Range
•-- ------ ---- - --
1.0
----- --------
L.
- -----
1.0
------ -------
0.9
---- --
100
-- ---- ------ ---
80
- - - --
0.0 20.0
- --- ----- ----- - - - - --
100
---------------
80
- - - --
VERY LOW
Index Range
•- -------- - - -- --
1.0
----- --------
1.9
--- - --
1.0
-- -----------
1.9
- -- - --
1.0
- -------------
1.9
- - - ---
1.0 1.9
---------------------
1.0
---------------------
1.9
Choice
V:
I:
V:
I:
V: I:
V: I:
V: I:
Value Range
°------ -- --- - --
1.11
--- ----------
1.19
-- - - --
0.9
-----------------------------------------
0.50
79
55
21.0 60.0
----- ------- -- - - - - --
79
55
LOW
Index Range
2.0
3.9
2.0
3.9
2.0
3.9
2 0 19
---------------------
2 0
3.9
Choice
V:
I:
V:
I:
V: I:
V: 455.0 ,;I:, . _ 3.2
V: 65.0 I:
3.1
Value Range
1.2
1 -5
0 -5
0.30
54----
61.0 80.0
54--
30
IL
MODERATE
Index Range
-----------------
-
4.0
--- ----------
- - - - -- - --
5.9
- - -- --
--
4.0
--- ----
--
5.9
------ - - -- --
- -- - - -
4.0
-- ------- ----
-30
5.9
- - - - - --
- - - -- --
4.0 5.9
---------------------
---- - - - - --
4.0
--------------------
- --
5.9
C
O
Choice
I:
V:
I:
V: I:
V: I:
V: I:
Value Range
.6
2.0
0.29
0.15
29
15
81.0 90.0
29
15o
HIGH
-
Index Range
-- Index --
---------------
r6.0
-- --
79
- ---- - --
--- ----------
6-
-- --
--- ---
- - - - -- -- --
--- -- -
6-
- -- =- - -- - --
-- --
7 =---
--------- ----- - - - - --
7lL
------------ -- --
---------------------
--- -- - -----
-7.9 - --
x
Choice
I:
V:
I:
V: I:
V: I:
V: I:
Value Range
.1
2.8
-- - ---
0.14
--- ----------
0.05
- - - - --
14
---------- ----
5
- - - - --
91.0 119.0
------------------------------------------
14
10
VERY HIGH
Index Range
--------------------------------------
8.0
9.0
8.0
9.0
8.0
9.0
8.0 9.0
------------------------------------------
8.0
9.0
Choice
V:
I:
V: I:
V: I:
Value Range
---- ---- - -- ----
---- ------
>2.8
--- --- - --
- -- ---------
<0.05
- - - -- --
<5
--- -----
- - - - --
>119
--------------
<10
EXTREME
Index Range
•----- -- -- ------
10
-- --- --------
10
- - -- --
------
10
--------
-------
- - - - --
10
---------------------
10
Choice
V:
I:
-----
V: I:
-------------- - - - - --
V: I:
---------------------
V: I:
V = value, I = index
SUB -TOTAL (Sum one index from each column)
33.8
k Material Description: Bank Sketch
Mostly smaller gravel mixed with sand
k Materials
Bedrock (Bedrock banks have very low bank erosion potential)
Boulders (Banks composed of boulders have low bank erosion potential)
Cobble (Subtract 10 points. If sand /gravel matrix greater than 50% of bank material, then do not adjust)
Gravel (Add 5 -10 points depending percentage of bank material that is composed of sand)
Sand (Add 10 points)
Silt Clay (+ 0: no adjustment)
BANK MATERIAL ADJUST
Stratification Comments:
stratified layers were observed
Stratification
Add 5 -10 points depending on position of unstable layers in relation to bankfull stage
STRATIFICATION ADJUSTMENTr1
VERY LOW LOW MODERATE HIGH VERY HIGH EXTREME
5 -9.9 10 -19.9 20 -29.9 30 -39.9 40-459 46 -50
Bank location description (check one) GRAND TOTAL 45.8
The BEHI was conducted on the entire T2A reach due to similar bank features throughout. BEHI RATING1 Very High

NCDWQ Stream Forms -

NC DWQ Stream Identification Form Version 4.11
Date: February 21, 2012
Project/Site: banding (T1 -1)
Latitude:
Evaluator: AH
County: Rowan
Longitude:
Total Points:
Stream Determination (circle one)
Other Enochvil le
Stream is at least intermittent
Ephemeral Intermittent Perennial
e.g. Quad Name:
if ? 13 or perennial if ? 30' �
2
3
A. Geomorphology (Subtotal= -J�J,-'-D)
Absent
Weak
Moderate
Strong
1a. Continuity of channel bed and bank
0
1
2
[ 37
2. Sinuosity of channel along thalweg
0
1
2
3
3. In- channel structures ex. riffle -pool, step -pool,
ripple-pool sequence
0
1
C2 i
3
4. Particle size of stream substrate
0
1
2
3
5. Active /relict floodplain
0
1
2
3!;
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
�(1 >
2
3
8. Headcuts
(0 ;
1
2
3
9. Grade control
Oi
0,5
1
1.5
10. Natural valley
0
(0.5)
1
1.5
11. Second or greater order channel
No = 0
Yes,= 3.,)
° artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = , � )
12. Presence of Baseflow
0
1
2
Y 3
13. Iron oxidizing bacteria
% "0`
1
2
3
14. Leaf litter
;1.5_
1
0.5
0
15. Sediment on plants or debris
0
s0.5.
1
1.5
16. Organic debris lines or piles
0
C 0.51,
1
1.5
17. Soil -based evidence of high water table?
N (= 0
Yes = 3
C. Biology (Subtotal =
18. Fibrous roots in streambed
`3 f
.
2
1
0
19. Rooted upland plants in streambed
3)
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1 "'z
2
3
21. Aquatic Mollusks
ti0 }
1
2
3
22. Fish
0`':
0.5
1
1.5
23. Crayfish
;t)`'
0.5
1
1.5
24. Amphibians
i3O
0.5
1
1.5
25. Algae
0 "
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBI = 1.5 Other = 0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

NC DWO Stream Identification Form Version 4.11
Date: February 21, 2012
Prolect/Site: Landing (T1- 2)
Latitude:
Evaluator: AH
County: Rowan
Longitude:
Total Points:
Stream Determination (circle one)
Other Enochville
Stream is at least intermittent
Ephemeral Intermittent Perennial
e_g Quad Name:
it Z 19 or perennial if 2 30`
2
3
.. Pk
A. Geomorphology Subtotal = -
Absent
Weak
Moderate
Strong
Continuity of channel bed and bank
0
1
2
3
_1a*
2. Sinuosity of channel along thalweg
0
1
2
3
3. In- channel structure: ex. riffle -pool, step -pool,
n le- ool sequence
0
1
1
3
4. Particle size of stream substrate
0
1
2
3
5. Active /relict floodplain
0
1
2
3
6. Depositional bars or benches -
0
1
2
Op
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
1
2
3
9 Grade control
0
0.5
1
1.5
10. Natural valley
0
05
1
1.5
11 Second or greater order channel
No = 0
Yes
E 3
"artificial ditches are not rated; see discussions in manual
R. Hvdrnloav (Subtotal = 1
12 Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
ON
1
2
3
14. Leaf litter
15
1
0.5 ,
0
15. Sediment on plants or debris
0
0.5
1
1.5
Organic debris lines or piles
0
0.5
1
is
.16.
17. Soil -based evidence of high water table?
No 0
Yes = 3
C. Rioloav (Subtotal =
18. Fibrous roots in streambed
3
2
1
0
19 Rooted upland plants in streambed
11 3,
2
1
0
20 Macrobenthos (note diversity and abundance)
0
1
2
3
21 Aquatic Mollusks
1
2
3
22. Fish
( ,r
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24 Amphibians
O j
05
1
1.5
25 Algae
0-)
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75, OBL = 1 5 Other = 0
•perennial streams may also be identified using other methods. See p 35 of manual.
Notes:
Sketch'

NC DWO Stream Identification Form Version 4.11
Date: February 21, 2012
Project/Site: Landing (T1A)
Latitude:
Evaluator: AH
County: Rowan
Longitude:
Total Points:
Stream Determination (circle one)
Other Enochville
Stream is at least intermittent
if a 19 or Perennial if a 30'
Ephemeral Intermittent Perennial
e.g. Quad Name:
A. Geomorphology (Subtotal= I '_1' ) )
Absent
Weak
Moderate
Strong
1a Continuity of channel bed and bank
0
1
2
3
2_ Sinuosity of channel along thalweg
0
1
2
UD
3. In- channel structure: ex. riffle -pool, step -pool,
ripple-pool sequence
0
12�
1
3
4. Particle size of stream substrate
0
1
2
1.5
5. Active /relict floodplain
0
1
2
3 ?.
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
{ 2`
3
8. Headcuts
0
1
2
3
9. Grade control
0
a0.5)
1
1.5
10. Natural valley
0
0.5
(1
1.5
11. Second or greater order channel
No= 0
Yes T 3 1)
artificiai ditches are not rated; see discussions in manual
B. HOrolow (Subtotal=
12. Presence of Baseflow
0
1
2.3�
1
13. Iron oxidizing bacteria
(0)
1
2
3
14. Leaf litter
0
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
1`0.51
1
1.5
17. Soil -based evidence of high water table?
No(= 0 ))
Yes = 3
C. Biology (Subtotal =
18. Fibrous roots in streambed
3'
2
1
0
19. Rooted upland plants in streambed
(3°
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1y
2
3
21. Aquatic Mollusks
; 0' ^.
1
2
3
22. Fish
0"
0.5
1
1.5
23. Crayfish
" 0'`
0.5
1
1.5
24. Amphibians
,` 0"
0.5
1
1,5
25. Algae
(0`
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5
Other = 0
`perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

NC DWO Stream Identification Form Version 4.11
Date: February 21, 2012
Project/Site: Landing (T1 -3)
Latitude:
Evaluator: AH
County: Rowan
Longitude:
Total Points:
Stream Determination (circle one)
Other Enochville
Stream is at least intermittent
if k 19 or perennial if a 30' �-�.J
Ephemeral Intermittent Perennial
e.g. Quad Name:
'--
A. Geomorphology (Subtotal =
Absent
Weak
Moderate
Strong
18, Continuity of channel bed and bank
0
1
2
3
2 Sinuosity of channel along thalweg
0
1
2
3
3 In- channel structure ex. riffle -pool, step -pool,
ripple-pool sequence
0
(
2
3
4 Particle size of stream substrate
0
1
2
L 3
5. Activelrelict floodplain
0
1
2
3'
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
6. Headcuts
0
1
2
3
9. Grade control
0 h
0.5
1
1.5
10. Natural valley
0
,0 5 )'
1 1
1 1.5
11. Second or greater order channel
No = 0
Yes6z 3"-�
° artificial ditches are not rated; see discussions in manual
B. Hvdroloav (Subtotal = 1
12 Presence of Baseflow
0
1
2
3'
13. Iron oxidizing bacteria
0 'a
1
2
3
14 Leaf titter
(1.5;
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
1 0
1 0.5
1 1
1.5
17. Soil -based evidence of high water table?
No;= 0''
Yes = 3
C. Bioloav (Subtotal =
18. Fibrous roots in streambed
! 3' .
2
1
0
19. Rooted upland plants In streambed
2
1
0
20 Macrobenthos (note diversity and abundance)
0
(+ 1 %
2
3
21. Aquatic Mollusks
i- 0
1
2
3
22. Fish
0"
05
1
15
23. Crayfish
0.5
1
1.5
24. Amphibians;
0,:=
0.5
1
15
25. Algae
s' p ;
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBI = 1.5
Other = 0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

NC DWQ Stream Identification Form Version 4.11
Date: February 21, 2 012
Project/Site: Landing (T2-1)
Latitude:
Evaluator: AR
County: Rowan
Longitude:
Total Points:
Stream Determination (circle one)
Other Enochville
Stream is at least intermittent
if z f9 or perennial if z 30"
Ephemeral Intermittent Perennial
e.g. Quad Name:
A. Geomorphology Subtotal
Absent
Weak
Moderate
Strong
18 Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3 ,
3. In- channel structure: ex. riffle -pool, step -pool,
ri le- ool sequence
0
1
l
\ )
3
4. Particle size of stream substrate
0
1
1
1.5
5. Active /relict floodplain
0
1
2
(3�
6. Depositional bars or benches
0
1
2 ,
3
7. Recent alluvial deposits
0
1
0.5
3
8. Headcuts
; 0 `;i
1
2
3
9. Grade control
0 ?
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No = 0
Yes ,= 3
"artificial ditches are not rated; see discussions in manual
B. Hvdroloov (Subtotal = � I e
12. Presence of Baseflow
0
1
2
6, 3N�,
13. Iron oxidizing bacteria
0';>
1
2
3
14. Leaf litter
1.51
1
0.5
0
15. Sediment on plants or debris
0
(0.5
1
1.5
-16. Organic debris lines or piles
0
( 0.5 i)
1
1.5
17. Soil -based evidence of high water table?
No = 0
Yes = 3
C. Rolm (Subtotal =
18. Fibrous roots in streambed
i 3'Z.
2
1
0
19. Rooted upland plants in streambed
3;•
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1�'
2
3
21. Aquatic Mollusks
(_ 0 7
1
2
3
22. Fish
0�,
0.5
1
1.5
23. Crayfish
(0`
0.5
1
1.5
24. Amphibians
t� 0 ;
0.5
1
1.5
25. Algae
; 0
05
1
15
26. Wetland plants in streambed .
FACW = 0 75; OBL = 1.5
Other = 0
"perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

NC DWn Stream Identification Form Version 4.11
Dam: February 21, 2012
Projecvsite: Landing ( T2 - 2)
Latitude:
Evaluator. AH
County: Rowan
Longitude:
Total Points:
Stream Determination (circle one)
Other Enochville
Stream is at least intermittent
Ephemeral Intermittent Perennial
e.g Quad Name:
if z 19 or perennial if a 30'
2
3
A. Geomci holo Subtotal = 6 .-�
Absent
Weak
Moderate
Strong
18 Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In- channel structure: ex. riffle -pool, step -pool,
n le- ool sequence
0
1
`2
3
4. Particle size of stream substrate
0
1
2
1.5
5. Activelrelict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
110. Natural valley
0
Co
1
1.5
11 Second or greater order channel
No = 0
Yes = 3
"artificial ditches are not rated; see discussions in manual
B_ Hvdroloav (Subtotal = tA. )
12 Presence of Baseflow
0
i
2
1
13 Iron oxidizing bacteria
00"
1
2
3
14. Leaf litter
1.5
20. Macrobenthos (note diversity and abundance)
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
( -0
05
1
1.5
17. Soil -based evidence of high water table?
_. No = 0�
Yes = 3
r Rinlnnv (Suhtntal =
18. Fibrous roots in streambed
3 ,.
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
7( 1
2
3
21 Aquatic Mollusks
r'0�>
1
2
3
22. Fish
0
0.5
1
1.5
23 Crayfish
0
0.5
1
1.5
24. Amphibians
0
05
1
1.5
25. Algae
/0
0.5
1
1.5
26 Wetland plants in streambed
FACW = 0.75, OBL = 1.5
Other = 0
`perennial streams may also be identified using other methods. See p. 35 of manual.
Notes,
Sketch:

NC DWO Stream Identification Form Version 4.11
Date: February 21 , 2 012
Project/Site: Landing (`I'2A)
Latitude:
Evaluator: AH
County: Rowan
Longitude:
Total Points:
Stream Determination (circle one)
Other Fnochvi 11 e
Stream is at least intermittent'}
?':;:s "
Ephemeral Intermittent Perennial
e.g. Quad Name:
if >_ 19 or perennial if? 30"
2`y
3
A. Geomorphology (Subtotal = )
Absent
Weak
Moderate
Strong
1 a. Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2`y
3
3. In- channel structure: ex riffle -pool, step -pool,
ripple-pool sequence
0
t j "?
�.. .
2
3
4. Particle size of stream substrate
0
1
2
3 °;
5. Ac tive /relict floodplain
0
1
2 '`.
3
6. Depositional bars or benches
0
1
(2
3
7. Recent alluvial deposits
0
1 "
2
3
8. Headcuts
0
1
2
3
9. Grade control
1
0.5
1
1.5
10. Natural valley
0
0.5
1'' ±.
1.5
11. Second or greater order channel
No = 0
Yes.= 3),
artificial ditches are not rated; see discussions in manual
B. Hvdrolociv (Subtotal = )
12. Presence of Baseflow
0
1
2
% 3�
13. Iron oxidizing bacteria
19. Rooted upland plants in streambed
1
2
3
14. Leaf litter
1.5`;,
1
0.5
0
15. Sediment on plants or debris
0
0,5';;
1
1.5
16. Organic debris lines or piles
0
0.5.'
1
1.5
17. Soil -based evidence of high water table?
No 0•
Yes = 3
C. Biolocty (Subtotal
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
; 3
2
1
0
20. Macrobenthos (note diversity and abundance)
l d''
1
2
3
21. Aquatic Mollusks
0"
1
2
3
22. Fish
,
0.5
1
1.5
23. Crayfish
0.5
1
1.5
24. Amphibians
`,0 „`
0.5
1
1.5
25. Algae
f; 0' ,,
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL
= 1.5 Other = 0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

Reference Reach Data

UT to Fisher River Reference Site

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UT to Irish Buffalo Creek Reference Stream Photos
Looking downstream on reference reach. 2 -17 -2012
Looking downstream on reference reach. 2 -17 -2012
Looking downstream on reference reach. 2 -17 -2012

Morphological Design Criteria

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Existing
Existing
Ref. Reach
UTFR
Proposed
Proposed
T1A
72A
TIA
72A
Rosgen Stream Type
E4
G4
B4c
B4c/C4
B4c /C4
Mitigation Type
Enh 1
Enh II
N/A
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Enh 11
Drainage Area (m12)
021
006
04
021
006
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77
66
9 0 -10 0
85
65
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08
05
1 1-12
07
05
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64
34
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62
35
Width/depth Ratio (Wbadbkf)
93
128
SO-100
12 0
120
Maximum Depth (dmbkf) (ft)
12
1 1
1 3 -1 5
12
09
Width of flood prone area (W f ,) (ft)
15
11
13 -21
19
14
Entrenchment Ratio (ER)
19
17
1 3 -2 3
22
22
Sinuosity (stream length/valley length) (K)
210
1 16
120
1 H
1 13
Pool Depth (ft)
-
-
1 2 -1 4
12
10
Riffle Depth (ft)
08
05
1 1-12
07
05
Max Pool Depth (ft)
-
-
2 1-24
24
20
Pool Width (ft)
-
-
8 4 -11 6
112
86
Riffle Width (ft)
77
66
9 0 -9 9
85
65
e
Pool XS Area (sf)
-
-
11 6 -13 4
135
86
Riffle XS Area (so
64
34
10 4 -10 7
62
35
E
Pool depth/mean riffle depth
-
1 0 -1 3
1 7
20
Pool width/riffle width
0 8 -1 3
1 3
13
Pool area/riffle area
1 1-13
22
25
Max pool depth/dbu
-
-
1 9 -2 0
34
40
Bank Height Ratio (BHR)
22
63
10
10
10
Mean Bankfull Velocity (V) (fps)
48
33
4145
4 4
33
Bankfull Discharge (Q) (cfs)
305
11
42-46
271
115
Meander length (L,) (ft)
25 -50
50 -63
93 -136
50 -55
50 -63
Radius of curvature (R,) (ft)
8 -24
10 -12
1342
10 -25
10 -25
Belt width (Wbb) (ft)
20 -75
8 -15
45
19 -24
8 -15
a
Meander width ratio (Wbit/Wbkf)
2 6 -9 7
1 2 -2 3
4 5-50
2 2 -2 8
1 2 -2 3
Radius of curvature/bankfull width
1 0 -3 1
1 5 -1 8
1 3-4 4
1 2 -2 9
1 5 -3 8
Meander length/bankfull width
3,2-65
7 6 -9 5
9 0 -15 0
5 9 -6 5
7 7 -9 7
Valley slope
0 012
0 035
0 016
002
0 039
Average water surface slope
0 023
0 019
0 013
0 017
0 014
Riffle slope
0 013 -0 019
0 010 -0 017
0 013 -0 028
0 010 -0 012'
0 010 -0 0012
Pool slope
-
-
0-00010
0 001 -0 008
0 000 -0 001
Pool to pool spacing
30 -59
22 -34
2242
4
Pool length
3 -25
7 -14
4 -15
Riffle slope /avg water surface slope
0 7 -1 0
0 6 -1 0
1 00 -2 20
0 6 -0 7
0 7 -0 9
Pool slope/avg water surface slope
-
-
0
0 1-05
0 0 -0 1
Pool length/bankfull width
0 3 -2 5
0 8 -1 6
06-23
Pool to pool spacmg/bankfull width
3 3 -6 0
2 6-4 0
3 4 -6 5
- T I A and T2A are mostly composed of riffles and runs, therefore no pool data was shown

Appendix D
Project Plan Sheets

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