20171605 Ver 1_Baseline Monitoring Report - DRAFT_20210723

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Erin Davis
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Mitigation Project Submittal -7/23/2021
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Jason Lorch jlorch©wildlandseng.com
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ID#:* 20171605 Version:*1
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Project Type: r DMS C•' Mitigation Bank
Project Name: Daniels Creek Mitigation Site
County: Harnett
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BASELINE MONITORING DANIELS CREEK MITIGATION SITE
Harnett County, NC
DOCUMENT AND AS-BUILT
BASELINE REPORT
Cape Fear River Basin
HUC 03030004
USACE Action ID Number 2017-00998
Data Collection Period: April 2021—July 2021
Submission Date:July 23, 2021
PREPARED FOR:
The North Carolina Interagency Review Team (IRT)
USACE Project Manager: Mickey Sugg
69 Darlington Avenue
Wilmington, NC 28403

PREPARED BY:
°SI
WILDLANDS
ENGINEERING
Wildlands Engineering, Inc.
312 West Mil!brook Road, Suite 225
Raleigh, NC 27609
Jason Lorch
[e-mail]
Phone: [phone]

EXECUTIVE SUMMARY
Wildlands Engineering, Inc. developed the Daniels Creek Mitigation Site (Site) under the Middle Cape
Fear Umbrella Mitigation Banking Instrument.The Site is located in Harnett County near the town of
Broadway, North Carolina within the Cape Fear River Basin Hydrologic Unit 03030004010020 (Daniels
Creek).The Site was selected to provide stream and wetland mitigation credits to compensate for
permitted impacts to waters of the United States and/or State waters in the Cape Fear 04 watershed
(HUC 03030004; DWR Sub-basin 03-06-07).The project includes the restoration and enhancement of
15,162 linear feet of stream on Daniels Creek and unnamed tributaries. Restoration and enhancement
of these streams will provide 12,024.727 stream credits.The project also included the restoration of
11.524 acres, rehabilitation of 0.165 acres, and enhancement of 10.313 acres of riparian wetlands; as
well as the restoration of 0.066 acres, rehabilitation of 0.112 acres, and enhancement of 1.114 acres of
non-riparian wetlands resulting in a total of 13.923 riparian and 0.392 non-riparian wetland mitigation
credits.The 56.144-acre site is protected with a permanent conservation easement.
Stream and wetland stressors at the Site were primarily the result of direct cattle access to the streams,
which have resulted in extensive degradation. Stream channels were generally incised, unstable, lacking
bedform diversity, and lacking adequate riparian buffers. Wetland vegetation and hydrology were
impaired throughout the Site.
The restoration and enhancement of streams and wetlands on the Site will directly and indirectly
address stressors identified in the Division of Mitigation Services River Basin Restoration Priorities (2009)
and the North Carolina Division of Water Resources Cape Fear Basinwide Water Quality Plan (2005).The
restoration of streams, wetlands, and a forested riparian buffer will slow surface runoff, increase
retention times, provide shade to streams, and reconnect the streams to their historic floodplains and
riparian wetlands, which should reduce sediment and nutrients.
The project goals established in the Mitigation Plan (Wildlands, 2019)were designed with careful
consideration of watershed stressors. Project goals are to:
• Reconnect channels with floodplains and riparian wetlands to allow a natural flooding regime;
• Improve the stability of stream channels;
• Exclude cattle from project streams;
• Improve instream habitat;
• Restore wetland hydrology, soils, and plant communities;
• Restore and enhance native floodplain and streambank vegetation, and;
• Permanently protect the project site from harmful uses.
Site construction and planting were completed in April 2021. As-built surveys were completed in May
2021. Minimal field adjustments were made during construction. Baseline (MVO) profiles and cross-
section dimensions closely match the design parameters. Cross-section widths and pool depths
occasionally deviate from the design parameters but fall within a normal range of variability for natural
streams.The Site has been built as designed and is expected to meet the upcoming monitoring year's
performance criteria.
Daniels Creek Mitigation Site
41, Baseline Monitoring Document and As-Built Baseline Report i

DANIELS CREEK MITIGATION SITE
Baseline Monitoring Document and As-Built Baseline Report
TABLE OF CONTENTS
Section 1: PROJECT GOALS, BACKGROUND AND ATTRIBUTES 1-1
1.1 Project Location and Setting 1-1
1.2 Project Goals and Objectives 1-1
1.3 Project Structure and Design Approach 1-2
1.3.1 Project Structure 1-2
1.3.2 Stream Design Type and Approach 1-3
1.3.3 Wetland Design Type and Approach 1-4
1.4 Project History, Contacts, and Attribute Data 1-4
Section 2: PERFORMANCE STANDARDS 2-1
2.1 Streams 2-1
2.1.1 Dimension 2-1
2.1.2 Pattern and Profile 2-1
2.1.3 Substrate 2-1
2.1.4 Photo Documentation 2-1
2.1.5 Bankfull Events and Stream Hydrology 2-1
2.2 Vegetation 2-2
2.3 Wetlands 2-2
Section 3: MONITORING PLAN 3-1
3.1 Monitoring Plan Details 3-1
3.1.1 Dimension 3-1
3.1.2 Pattern and Profile 3-1
3.1.3 Substrate 3-1
3.1.4 Photo Documentation 3-1
3.1.5 Visual Assessments 3-1
3.1.6 Bankfull Events and Stream Hydrology 3-2
3.1.7 Vegetation 3-2
3.1.8 Wetlands 3-2
Section 4: ADAPTIVE MANAGEMENT AND CONTINGENCY PLAN 4-1
4.1 Stream 4-1
4.2 Vegetation 4-1
4.3 Site Boundary 4-1
Section 5: AS-BUILT CONDITION (BASELINE) 5-1
5.1 As-Built/Record Drawings 5-1
5.1.1 Daniels Creek Reach 1 5-1
5.1.2 Daniels Creek Reach 2 5-1
5.1.3 Daniels Creek Reach 3 5-1
5.1.4 Daniels Creek Reach 4 5-1
5.1.5 Daniels Creek Reach 5 5-1
5.1.6 T1 R1 5-1
5.1.7 T1 R2 5-1
5.1.8 T1 R3 5-1
5.1.9 T1 R4 5-1
Daniels Creek Mitigation Site
411 Baseline Monitoring Document and As-Built Baseline Report ii

5.1.10 T1 R5 5-1
5.1.11 T1A 5-2
5.1.12 T2 R1 5-2
5.1.13 T2 R2 5-2
5.1.14 T3 R1 5-2
5.1.15 T3 R2 5-2
5.1.16 T3A 5-2
5.1.17 T4 R1 5-2
5.1.18 T4 R2 5-2
5.1.19 T4A 5-2
5.1.20 T5 R1 5-2
5.1.21 T5 R2 5-2
5.1.22 T6 R1 5-2
5.1.23 T6 R2 5-2
5.1.24 T6A 5-2
5.1.25 T7 5-3
5.1.26 T8 R1 5-3
5.1.27 T8 R2 5-3
5.1.28 T9 5-3
5.1.29 T9A 5-3
5.1.30 T10 5-3
5.1.31 T10A 5-3
5.2 Baseline Data Assessment 5-3
5.2.1 Morphological State of the Channel 5-3
5.2.2 Vegetation 5-4
5.2.3 Wetlands 5-4
5.2.4 Hydrology 5-4
Section 6: REFERENCES 6-1
Daniels Creek Mitigation Site
411 Baseline Monitoring Document and As-Built Baseline Report iii

Table 1. Mitigation Goals and Objectives 1-1
Table 2. Stream Stressors and Restoration Approach 1-3
Table 3.Wetland Stressors and Restoration Approach 1-4
APPENDICES
Appendix 1 General Figures and Tables
Figure 1 Project Vicinity Map
Figure 2.0 Project Component Asset Map
Figure 2.1 Project Component Asset Map (Wetlands)
Table 1 Project Components and Mitigation Credits
Table 2 Project Activity and Reporting History
Table 3 Project Contact Table
Table 4 Project Information and Attributes
Table 5a Monitoring Component Summary—Restoration Reaches
Table 5b Monitoring Component Summary—Enhancement Reaches
Appendix 2 Visual Assessment Data
Figure 3.0-3.5 Monitoring Plan View Map
Stream Photographs
Groundwater Well Photographs
Vegetation Photographs
Appendix 3 Vegetation Plot Data
Table 6a Fixed Plot Planted and Total Stem Counts
Table 6b Random Plot Planted and Total Stem Counts
Appendix 4 Morphological Summary Data and Plots
Longitudinal Profile Plots
Cross-Section Plots
Table 7 Cross-Section Morphology Monitoring Summary
Reachwide and Cross-Section Pebble Count Plots
Appendix 5 Record Drawings
Daniels Creek Mitigation Site
Baseline Monitoring Document and As-Built Baseline Report iv

Section 1: PROJECT GOALS, BACKGROUND AND ATTRIBUTES
1.1 Project Location and Setting
The Daniels Creek Mitigation Site (Site) is located in western Harnett County, approximately 1.3 miles
southeast of Broadway, NC(Figure 1). From Raleigh, take US 1 south to the US 421 south exit in Sanford.
Continue on US 421 for 5.7 miles to Sandy Ridge Drive on the left. Continue to end of Sandy Ridge Road
and the project area is accessible through the gate.The conservation easement covers a total of 56.144
acres.
The Site is situated on the boundary of the Piedmont and Inner Coastal Plain Physiographic Province of
North Carolina.The Site topography is mostly moderately sloped with some steep topography within the
upstream reaches. Daniels Creek has a moderately confined alluvial valley with widths ranging from 70
to 100 feet wide. Valleys are more confined along the tributary reaches with valley widths of at least 30
feet.
Stream and wetland stressors at the Site included livestock access and ditching. Stream channels were
generally incised, unstable, lacking bedform diversity, and lacking adequate riparian buffers.The extents
of riparian buffers and agricultural land on the Site have remained consistent since 1992. Beginning in
the early 90's, much of the Site was converted from timber land to pasture.The Site is primarily located
within the headwaters, and any land use changes or development pressure in the watershed should
have a minimal impact on the project.
1.2 Project Goals and Objectives
The project is intended to contribute to ecological improvement of downstream waters within the Cape
Fear River Basin. While benefits such as habitat improvement and geomorphic stability are limited to the
project site, others, such as reduced pollutant and sediment loading, have farther reaching effects.
Expected improvements to water quality and ecological processes are outlined below in Table 1 as
project goals and objectives.
Table 1. Mitigation Goals and Objectives
Goals Objectives Expected Outcomes
Raise water table and hydrate riparian
Reconnect channels with wetlands.Allow flood flows to disperse
floodplains and riparian Reconstruct stream channels for on the floodplain. Hydrologically
wetlands to allow a natural bankfull dimensions and depth connect stream and riparian wetlands.
flooding regime. relative to the existing floodplain. Support geomorphology and higher
level functions.
Construct stream channels that Significantly reduce sediment and
will maintain a stable pattern and
phosphorus inputs from bank erosion.
Improve the stability of stream profile considering the hydrologic Reduce shear stress on channel
channels. and sediment inputs to the
system,the landscape setting, and boundary.Support all stream functions
the watershed conditions. above hydrology.
Implement cattle exclusion Reduce and control sediment inputs;
Exclude cattle from project measures around conservation reduce and manage nutrient inputs;
streams. easements adjacent to cattle reduce and manage fecal coliform
pastures. inputs.
Daniels Creek Mitigation Site
41, Baseline Monitoring Document and As-Built Baseline Report 1-1

Goals Objectives Expected Outcomes
Install habitat features such as Increase and diversify available habitats
constructed riffles, cover/lunker for macroinvertebrates,fish, and
logs, and brush toes into
Improve instream habitat. restored/enhanced streams. Add amphibians leading to colonization and
woody materials to channel beds. increase in biodiversity over time.Add
Construct pools of varying depth. complexity including LWD to streams.
Restore riparian wetland and
associated soil structure by raising
Restore wetland hydrology, stream beds, plugging existing Raise local groundwater elevations.
Periodically inundate floodplain
soils, and plant communities. ditches, removing livestock wetlands and vernal pools.
impacts, and planting native
wetland species.
Reduce sediment inputs from bank
Restore and enhance native
Plant native tree and understory erosion and runoff. Increase nutrient
floodplain and streambank
species in riparian zone and plant cycling and storage in floodplain.
appropriate species on Provide riparian habitat.Add a source of
vegetation. streambank. LWD and organic material to stream.
Support all stream functions.
Protect Site from encroachment on the
Permanently protect the project Establish conservation easements riparian corridor and direct impact to
site from harmful uses. on the Site. streams and wetlands.Support all
stream functions.
1.3 Project Structure and Design Approach
The project streams were designed appropriately based on the surrounding landscape, climate, and
natural vegetation communities, as well as with consideration for watershed conditions.The stream
designs were developed to convey a range of flows up to a design bankfull discharge. Reference reaches
of similar stream type and setting were chosen to inform the selection of design parameters. Design
parameters were based on consideration of healthy reference streams in the Carolina Slate Belt region
of the Piedmont (Foust, UT to Varnals Creek, UT to Daniels Creek, and UT to Wells Creek), Cenozoic
terrace deposits (Raven Rock Sites 1-3), and from a steeper, sand bed watershed (Scout West), as well as
engineering analyses and the professional judgement of the design team. Sediment transport was
considered in the creation of the dimension and profile of the stream networks.
The Mitigation Plan (Wildlands, 2019)was submitted and accepted by the North Carolina Interagency
Review Team (NCIRT) in August 2019. Construction activities were completed by Land Mechanic
Designs, Inc and the planting was completed by Bruton Natural Systems, Inc. in April 2021.The baseline
as-built survey was completed by Turner Land Surveying, PLLC in May 2021. Minimal field adjustments
were made during construction and are described in further detail in Section 5.1. Refer to Appendix 1
for detailed project activity, history, contact information, and watershed/site background information.
1.3.1 Project Structure
The project will provide 12,024.727 stream credits, 13.923 riparian wetland credits, and 0.392 non-
riparian wetland credits.There is a 256 stream credit reduction from the approved Mitigation Plan.T1
Reach 4 was calculated incorrectly in the Mitigation Plan and has been updated for the As-Built Report.
Daniels Creek Mitigation Site
41, Baseline Monitoring Document and As-Built Baseline Report 1-2

Refer to Figures 2.0 and 2.1 for the Project Component Asset Map and Table 1 for the Project
Components and Mitigation Credits information for the Site in Appendix 1.
1.3.2 Stream Design Type and Approach
The project consists of stream restoration and enhancement activities as summarized below in Table 2.
Table 2.Stream Stressors and Restoration Approach
Resource Functional Impairments Restoration Approach
Daniels Creek Incision, unstable pattern, streambank scouring, mass wasting, lack of Priority 1 and 1.5
R1-R5 bedform diversity, lack of riparian vegetation, livestock access Restoration
T1 R1 Incision, active headcuts, unstable pattern, mass wasting, lack of Priority 1 and 1.5
bedform diversity, lack of riparian vegetation, livestock access Restoration
T1 R2-R3 Isolated bank erosion, lack of riparian vegetation, livestock access Enhancement II
T1 R4-R5 Incision, active headcuts, unstable pattern, mass wasting, lack of Priority 1 and 1.5
bedform diversity, lack of riparian vegetation, livestock access Restoration
T1A Lack of riparian vegetation, livestock access Enhancement II
T2 R1-R2 Incision, active headcuts, lack of riparian vegetation, livestock access Priority 1 Restoration
T3 R1 Isolated bank erosion, livestock access Enhancement II
Incision, active headcuts, unstable pattern, streambank scouring, lack
T3 R2 Priority 1 Restoration
of bedform diversity, lack of riparian vegetation, livestock access
T3A Lack of riparian vegetation, livestock access Enhancement II
Incision, active headcuts, unstable pattern, streambank scouring,
T4 R1-R2 mass wasting, lack of bedform diversity, lack of riparian vegetation, Priority 1 Restoration
livestock access
T5 R1 Isolated bank erosion, livestock access Enhancement II
T5 R2 Incision, active headcuts, streambank scouring, lack of bedform Priority 1.5
diversity, lack of riparian vegetation, livestock access Restoration
T6 R1 Isolated bank erosion, livestock access Enhancement II
Incision, active headcuts, streambank scouring, lack of pattern, lack of
T6 R2 Priority 1 Restoration
bedform diversity, lack of riparian vegetation, livestock access
Incision, active headcuts, streambank scouring, mass wasting, lack of
T7 Enhancement I
bedform diversity, lack of riparian vegetation, livestock access
Incision, active headcuts, streambank scouring, mass wasting, lack of
T8 R1 Enhancement I
bedform diversity, lack of riparian vegetation, livestock access
Incision, active headcuts, streambank scouring, mass wasting, lack of
T8 R2 Priority 1 Restoration
bedform diversity, lack of riparian vegetation, livestock access
T9 Lack of riparian vegetation, livestock access Enhancement II
T9A Failed pond dam (active headcut), streambank scouring, lack of Enhancement II
riparian vegetation, livestock access
T10 R1 R2 Unstable pond dam, active headcut, streambank scouring, lack of Enhancement II
riparian vegetation, livestock access
TWA Livestock access, active headcut Enhancement II
Reference reaches were a primary source of information to develop the pattern and profile design
parameters for the streams. Pattern parameter ranges were developed within the reference reach
parameter ranges but included some modifications based on best professional judgement and
knowledge from previous projects.
Daniels Creek Mitigation Site
41, Baseline Monitoring Document and As-Built Baseline Report 1-3

Reference ranges were also used to inform the design of the cross-sections on the streams. Cross-
section parameters such as area, depth, and width were designed based on the design discharge and
targeting of stable bank slopes.
1.3.3 Wetland Design Type and Approach
The project consists of wetland restoration, rehabilitation, and enhancement activities as summarized
below in Table 3.
Table 3.Wetland Stressors and Restoration Approach
Wetland Category Location Description and Approach
Included in this are many previously impacted linear seeps, as well
A. JD wetlands T1,T2, lower T3,T4,T5, as riparian wetlands along the listed channels.Wildlands proposed
logged in T6,T8,T9,T10, and wetland enhancement utilizing replanting and cattle exclusion.
2009-2010. lower Daniels Creek One exception to this is the linear wetland at the head of T2,which
has limited jurisdictional wetlands and no other hydric soil.
Wildlands proposed wetland rehabilitation in this case.
B. JD wetlands T7 and upper Daniels Wetland enhancement for riparian wetlands along the listed
Creek(above crossing at channels because logging was conducted prior to 2003.Wetland
logged prior to station 116+94), and enhancement included site grading,wetland vegetation planting,
2003. upper T3 and cattle exclusion to restore wetland hydrology and function.
Wetland re-establishment with hydric soils present but wetland
C. Non-JD Daniels Creek,T1,T2,T3, hydrology and woody vegetation previously lacking.Wetland re-
wetlands T4,T6,T7, and T8 establishment included site grading,wetland vegetation planting,
and cattle exclusion to restore wetland hydrology and function.
Wetland re-establishment areas (Daniels Creek,T1,T2,T3,T4,T6,T7,T8) are portions of the Site where
wetlands previously existed but have been drained, deforested, and impacted by livestock access.
Hydrology was improved in all of these areas by raising the stream bed and spreading out flow from
adjacent hillslopes and seeps.The activities described above to improve hydrology in addition to
planting with native wetland vegetation and excluding livestock will result in functioning wetlands.T7,
upper Daniels Creek(above crossing at station 116+94), and upper T3 were deforested and impacted by
livestock access.This area has been planted with native wetland vegetation and protected from
livestock encroachment by fencing to result in wetland enhancement.Wetland enhancement in JD
wetlands logged in 2009-2010 (T1,T2, lower T3,T4,T5,T6,T8,T9,T10, and lower Daniels Creek)were
replanted and fenced to exclude cattle. All wetland mitigation areas have been protected by the
conservation easement.
1.4 Project History, Contacts, and Attribute Data
The Site was developed by Wildlands Engineering to establish the Middle Cape Fear Umbrella Mitigation
Bank, a mitigation bank operated by Wildlands Holdings IV, LLC.Tables 2, 3, and 4 in Appendix 1 provide
detailed information regarding the Project Activity and Reporting History, Project Contacts, and Project
Information and Attributes.
Daniels Creek Mitigation Site
41, Baseline Monitoring Document and As-Built Baseline Report 1-4

Section 2: PERFORMANCE STANDARDS
The stream and wetland performance standards for the Site will follow approved performance
standards presented in the Mitigation Plan (Wildlands, 2019). Annual monitoring and semi-annual site
visits will be conducted to assess the progression of the project.The stream and wetland restoration and
enhancement areas have been assigned specific performance standard components. Performance
standards will be evaluated throughout the seven-year post-construction monitoring. An outline of the
performance standard components follows.
2.1.1 Dimension
Riffle cross-sections on the restoration reaches should be stable and should show little change in
bankfull area, and width-to-depth ratio. Per NCIRT guidance, bank height ratios shall not exceed 1.2 and
entrenchment ratios shall be at least 2.2 for restored C and E channels and 1.4 for B channels to be
considered stable. All riffle cross-sections should fall within the parameters defined for channels of the
appropriate stream type. If any changes occur, they will be evaluated to assess whether the stream
channel is showing signs of instability. Indicators of instability include a vertically incising thalweg or
eroding channel banks. Changes in the channel that indicate a movement toward stability or enhanced
habitat include a decrease in the width-to-depth ratio in meandering channels or an increase in pool
depth. Remedial action will not be taken if channel changes indicate a movement toward stability.
2.1.2 Pattern and Profile
Longitudinal profile survey will not be conducted during the seven-year monitoring period unless other
indicators during the annual monitoring indicate a trend toward vertical and lateral instability. Visual
assessments and photo documentation should indicate that stream patterns and profiles are remaining
stable,with little or no evidence of incision or lateral migration. A longitudinal profile was conducted as
part of the as-built survey to provide a baseline for comparison should it become necessary to perform
longitudinal profile surveys later during monitoring and to insure accordance with design plans.
2.1.3 Substrate
Channel substrate materials will be sampled in restoration and enhancement I reaches. Channels should
show maintenance of coarser substrate in the riffles than in the pools.
2.1.4 Photo Documentation
Photographs should illustrate the Site's morphological and vegetation stability on an annual basis. Cross-
section photos should demonstrate no excessive erosion or degradation of the banks. Longitudinal
photos should indicate the absence of persistent bars within the channel or vertical incision. Grade
control structures should remain stable. Deposition of sediment on the bank side of vane arms is
preferable and scour pools on the channel side of vane arms is expected.
2.1.5 Bankfull Events and Stream Hydrology
Four bankfull flow events must be documented on the restoration and enhancement I reaches within
the seven-year monitoring period.The four bankfull events must occur in separate years. Stream
monitoring will continue until this hydrologic performance standard has been met.
All stream channels shall receive sufficient flow throughout the monitoring period to maintain an
Ordinary High Water Mark(OHWM) in accordance with the requirements of RGL 05-05, dated
December 7, 2005,which establishes the extent of USACE jurisdiction for non-tidal waters for CWA
Daniels Creek Mitigation Site
41, Baseline Monitoring Document and As-Built Baseline Report 2-1

Section 404. Additional monitoring may be required if surface water flow cannot be documented due to
abnormally dry conditions.
Continuous surface water flow within intermittent, restoration and enhancement I reaches must be
documented to occur every year for at least 30 consecutive days during the prescribed monitoring
period. Additional monitoring may be required if surface water flow cannot be documented due to
abnormally dry conditions.
',2 Vegetation
The final vegetation performance standard for planted areas along the riparian corridor and within
wetlands will be the survival of 210 planted stems per acre averaging 10 feet in height at the end of the
required monitoring period.The interim measure of vegetation success will be the survival of at least
320 planted stems per acre at the end of the third monitoring year and 260 stems per acre averaging
seven feet in height at the end of the fifth monitoring year. No single species may comprise more than
50%of the total stem density.
The extent of invasive species coverage will be monitored and treated as necessary throughout the
required monitoring period.
,3 Wetlands
The final performance standard for wetland hydrology based on the soil type on the Site and associated
USACE guidance shall be free groundwater surface within 12 inches of the ground surface for 13%of the
growing season under normal precipitation conditions.The growing season will be March 1 to
November 20 unless soil temperature probe results dictate otherwise.As discussed in Section 9.2 of the
Mitigation Plan, changes to the growing season will be coordinated with the Corps and IRT prior to
monitoring report submittal.
Daniels Creek Mitigation Site
41, Baseline Monitoring Document and As-Built Baseline Report 2-2

Section 3: MONITORING PLAN
Annual monitoring data will be reported in accordance with RGL 08-03.The monitoring report shall
provide project data chronology that will facilitate an understanding of project status, trends, and
research purposes, and assist in decision making regarding close-out.The monitoring period will extend
seven years beyond completion of construction or until performance criteria have been met. Project
monitoring requirements by reach and frequency are listed in Table 5 in Appendix 1. Monitoring reports
will be prepared in the fall of each year and submitted to USACE no later than April 1st of the following
monitoring year. Monitoring features and locations are shown in Figure 3 in Appendix 1.
,1 Monitoring Plan Details
3.1.1 Dimension
Twenty-five permanent cross-sections were installed per the Monitoring Requirements and
Performance Standards for Compensatory Mitigation in North Carolina update (NCIRT, October 2016) in
order to assess channel dimension performance. Baseline cross-section surveys included points
measured at all breaks in slope, including top of bank, bankfull, toe of channel slope, edge of water, and
thalweg. Cross-section surveys will be conducted in monitoring years 1, 2, 3, 5, and 7. Downstream
facing photographs of each cross section will be taken at the time of annual survey.
3.1.2 Pattern and Profile
Longitudinal profile surveys will not be conducted during the seven-year monitoring period unless other
indicators during the annual monitoring show a trend toward vertical and lateral instability. If a
longitudinal profile is deemed necessary, monitoring will follow standards as described in the NCIRT
Wilmington District Stream and Wetland Compensatory Mitigation Update (2016) and the 2003 USACE
and NCDWR Stream Mitigation Guidance for the necessary reaches. Stream pattern and profile will be
assessed visually as described below in section 3.4.
3.1.3 Substrate
Channel substrate materials will be sampled in restoration and enhancement I reaches. Channels should
show maintenance of coarser substrate in the riffles than in the pools. A reach-wide pebble count will be
performed in restoration and enhancement I streams (i.e., not reaches) during the required monitoring
years (1, 2, 3, 5, & 7). Riffle 100 counts will be performed at the as-built stage only. If channels show
signs of instability, riffle 100 counts will be performed on these streams.
3.1.4 Photo Documentation
A total of 47 permanent photograph reference points were established along stream reaches after
construction. Permanent markers were established so that the same locations and view directions on
the Site are photographed each year. Longitudinal stream photographs will be taken looking upstream
and downstream once a year to visually document stability. Additional photos will be taken at each
permanent cross-section facing downstream. Vegetation plots will also be photographed from the
southwest corner.The photographer will make every effort to consistently maintain the same area in
each photo over time.
3.1.5 Visual Assessments
Visual assessments will be performed along all stream and wetland areas on a semi-annual basis during
the seven-year monitoring period. Problem areas will be noted such as channel instability (i.e. lateral
and/or vertical instability, in-stream structure failure/instability and/or piping, or headcuts), vegetation
health (i.e. low stem density, mortality, invasive species or encroachment), or beaver activity. Areas of
concern will be mapped and photographed accompanied by a written description in the annual report.
Daniels Creek Mitigation Site
41, Baseline Monitoring Document and As-Built Baseline Report 3-1

Problem areas will be re-evaluated during each subsequent visual assessment. Should remedial actions
be required, recommendations will be provided in the annual monitoring report. A remedial action plan
will be submitted to the IRT if substantial maintenance is required.
3.1.6 Bankfull Events and Stream Hydrology
The occurrence of bankfull events will be documented throughout the monitoring period. Bankfull
events on the restoration reaches will be monitored using pressure transducer crest gauges located
within a riffle cross-section. Stream flow will be documented on the restoration an enhancement I
intermittent reaches (T1 R1,T2,T5, and T8) during the monitoring period. Data from the gauges will be
downloaded quarterly and included in annual monitoring reports.
3.1.7 Vegetation
A total of 30 fixed vegetation plots and 15 random vegetation plots were installed to monitor vegetation
health across the Site.The baseline vegetation survey was conducted in April 2021 and will be used for
subsequent monitoring year comparisons. During the baseline survey, each vegetation plot was assigned
coordinates, allowing subsequent stem data to be referenced to its grid location within the plot.The
first annual vegetation monitoring activities will commence at the end of the first growing season, but
no earlier than 180 days following the completion of planting. Vegetation at the Site will then be
surveyed during monitoring years 2, 3, 5, and 7.Vegetation assessment in monitoring years 4 and 6 will
be conducted by visual inspection only. Random vegetation plots will be randomly located within
planted areas during each vegetation monitoring year. Sample area of random vegetation plots will be
100 square meters.
Individual vegetation plot data will be provided during the aforementioned monitoring years and will
include species, height, density,vigor, damage (if any), survival, and date of planting. Furthermore,the
species, height, and total number of volunteer woody stems will be documented and reported.
Mortality will be determined from the difference between the previous year's living planted stems and
the current year's living planted stems. Invasive species will also be monitored during site visits.
3.1.8 Wetlands
A total of 19 groundwater monitoring wells equipped with pressure transducers were installed to assess
hydrology in wetland areas. Pressure transducers will record groundwater pressure at least twice daily.
Monitoring well data will be analyzed in consideration of recorded precipitation, and growing season
dates. Data from groundwater wells will be downloaded quarterly and included in annual monitoring
reports.
Groundwater well 6 along the upper section of T5 is informational purposes only and is not held to
hydrology performance standards.This was agreed upon in the Mitigation Plan because it is a
jurisdictional wetland with no pre-construction monitoring, and it is targeted for enhancement credit at
a 5:1 ratio.
A soil temperature probe will be installed on-site to determine growing season dates for each individual
monitoring year. Per USACE guidance, the probe will be located at a depth of 12 inches.The growing
season will be defined as that portion of the year where soil temperature remains above 41 degrees
Fahrenheit. Soil temperature must be corroborated with bud break to begin the growing season prior to
April 4th and will not begin before March 1st of each year when calculating hydroperiods. Changes to the
growing season will be coordinated with the Corps and IRT prior to monitoring report submittal.
If a wetland zone does not meet the performance standard for a given monitoring year, rainfall patterns
will be analyzed to assess whether atypical weather conditions occurred during the monitoring period.
Monitoring wells and soil temperature probe locations are shown in Appendix 1 Figures 3.1 -3.5.
Daniels Creek Mitigation Site
41, Baseline Monitoring Document and As-Built Baseline Report 3-2

Section 4: ADAPTIVE MANAGEMENT AND CONTINGENCY PLAN
Wildlands will perform maintenance as needed at the Site. A physical inspection of the Site shall be
conducted a minimum of once per year throughout the post-construction monitoring period until
performance standards are met.These site inspections may identify 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 one or more of the following components.
4.1 Stream
Stream problem areas will be mapped and included in the Current Condition Plan View(CCPV) as part of
the annual stream assessment. Stream problems areas may include bank erosion, structure failure,
beaver dams, aggradation/degradation, etc. Routine channel maintenance and repair activities may
include checking of in-stream structures to prevent piping, securing loose coir matting, and
supplemental installations of live stakes and other targeted vegetation along the channel. Areas where
storm water runoff flows into the channel may also require maintenance to prevent bank failures and
head-cutting.
'1.2 Vegetation
Vegetation shall be maintained to ensure the health and vigor of the targeted community. Vegetative
problem areas will be mapped and included in the CCPV as part of the annual vegetation assessment.
Vegetation problem areas may include planted vegetation not meeting performance criteria, persistent
invasive species, areas with little to no herbaceous cover, or grass suffocation/crowding of planted
stems. Routine vegetation maintenance and repair activities may include supplemental planting,
pruning, mulching, fertilizing, or herbicide application. Exotic 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 regulations.
4.3 Site Boundary
Site boundary issues will be mapped and included in the CCPV as part of the annual visual assessment.
Site boundaries shall be identified in the field to ensure clear distinction between the mitigation site and
adjacent properties. Boundaries may be identified by 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.
Daniels Creek Mitigation Site
41, Baseline Monitoring Document and As-Built Baseline Report 4-1

Section 5: AS-BUILT CONDITION (BASELINE)
The Site construction was completed in March 2021 and as-built surveys were completed in May 2021.
The survey included developing an as-built topographic surface, locating the channel boundaries,
structures, and cross-sections. For comparison purposes, the baseline monitoring divided the reach
assessments in the same way they were established for design parameters.
..1 As-Built/Record Drawings
A half-size set of record drawings are located in Appendix 5 with the post-construction survey,
alignments, structures, and monitoring devices. No significant field adjustments were made during
construction that differ from the design plans. Minimal adjustments were made during construction,
where needed, based on field evaluation.
5.1.1 Daniels Creek Reach 1
• 102+57 Log sill not installed because larger material was used to stabilize constructed riffle.
• 102+90 Log sill not installed because larger material was used to stabilize constructed riffle.
5.1.2 Daniels Creek Reach 2
• 108+07 Log sill not installed due to adequate stability from constructed riffle.
• 108+76 Rock installed on banks to stabilize confluence.
5.1.3 Daniels Creek Reach 3
• 118+48 Log sill not installed due to adequate stability in channel from logs installed in angle log
riffle.
5.1.4 Daniels Creek Reach 4
• 122+52 Valley sill installed to stabilize flow from wetland.
• 126+65 - 126+85 Brush toe installed to stabilize bank and increase stability of lunker logs.
5.1.5 Daniels Creek Reach 5
• No significant changes made.
5.1.6 T1 R1
• 200+87 Log sill added to stabilize headcut.
• 201+87 -201+96 Constructed riffle material and log sill added to stabilize headcut.
• 202+97 Log sill not installed because larger material was used to stabilize constructed riffle.
5.1.7 T1 R2
• No significant changes made.
5.1.8 T1 R3
• 209+16 -209+25 Brush toe installed to increase bank stability from culvert flow.
• 214+60-215+18 Rock sill step pool sequence added to stabilize channel.
5.1.9 T1 R4
• 216+15 Rock added to banks to stabilize confluence.
• 217+55 Angled log sill installed to improve channel stability.
• 226+70-226+88 Brush toe adjusted to prevent backwater in T1A.
5.1.10 T1 R5
• No significant changes made.
Daniels Creek Mitigation Site
41, Baseline Monitoring Document and As-Built Baseline Report 5-1

5.1.11 T1A
• No significant changes made.
5.1.12 T2 R1
• No significant changes made.
5.1.13 T2 R2
• 306+34 Log sill substituted for boulder sill due to material availability.
5.1.14 T3 R1
• 400+72 Brush baffle not installed to reduce impact on existing trees and flow mitigation that live
stakes will provide.
• 402+72 Log sill not installed due to stability of stream and to reduce impact on existing wetland
and vegetation.
5.1.15 T3 R2
• 411+35 Log sill not installed due to adequate stability.
5.1.16 T3A
• 410+64 Brush Baffle not installed to reduce impact to existing trees and shrubs.
5.1.17 T4 R1
• 500+74-500+79 Constructed riffle substituted for valley sill due to material availability.
• 500+82 -501+08 Brush toe not installed to prevent backwater in T4C.
5.1.18 T4 R2
• 511+12-511+47 Culvert not installed due to lack of need by the landowner.
5.1.19 T4A
• 512+12 Valley sill was substituted for brush baffle due to material availability.
• 512+40-512+65 Riffle not installed due to adequate stability in channel.
5.1.20 T5 R1
• 600+33 Valley sill not installed due to changes in wetland flow from grading in this area.
• 601+75 Brush baffle not installed due to lack of need from grading in this area.
• 601+85 -602+33 Constructed riffle not installed due to adequate stability.
• 602+25 -602+40 Rock floodplain outlet installed to stabilize flow from wetland.
• 602+84 Log sill installed to improve channel stability.
5.1.21 T5 R2
• No significant changes made.
5.1.22 T6 R1
• 705+55 -705+94 Constructed riffle installed to stabilize channel upstream of culvert.
5.1.23 T6 R2
• No significant changes made.
5.1.24 T6A
• 710+00 Valley sill installed to mitigate flow from valley into wetland.
Daniels Creek Mitigation Site
41, Baseline Monitoring Document and As-Built Baseline Report 5-2

5.1.25 T7
• 809+73 Log sill and constructed riffle installed to stabilize flow from wetland.
5.1.26 T8 R1
• No significant changes made.
5.1.27 T8 R2
• No significant changes made.
5.1.28 T9
• No significant changes made.
5.1.29 T9A
• No significant changes made.
5.1.30 T10
• 1105+96 - 1106+20 Rock cascades were not installed at this location. Constructed riffle material
was added to stabilize channel.
5.1.31 T10A
• 1110+95 - 1111+25 Rock cascades were not installed at this location. Constructed riffle material
was added to stabilize channel.
5.2 Baseline Data Assessment
Baseline monitoring(MYO)was conducted from April - May 2021.The first annual monitoring
assessment(MY1) will be completed in the fall of 2021.The Site will be monitored for a total of seven
years, with the final monitoring activities concluding in 2027.The close-out for the Site will be
conducted in 2028 provided the performance criteria have been met.
5.2.1 Morphological State of the Channel
Morphological data for the as-built profile was collected from April - May 2021. Refer to Appendix 4 for
Summary Data Tables, Morphological Plots, and Appendix 2 for Stream Photographs.
Profile
The MYO longitudinal profiles closely match the profile design parameters. On the design profiles, riffles
were depicted as straight lines with consistent slopes. However, at some locations the as-built survey
riffle profiles are not consistent in slope due to differences in rock size and positioning, as well as
location of as-built survey shots. Additionally, maximum pool depths typically exceed design parameters
and are expected to trend towards the design depths as a result of natural deposition over time.These
variations in riffle slope and pool depths do not constitute a problem or indicate a need for remedial
actions and will be assessed visually during site walks.
Dimension
The MYO channel dimensions fall within specified design parameter ranges. It is expected that over time
as vegetation is established, the channels may narrow more toward dimensions characteristic of an E
channel.This narrowing over time would not be seen as an indicator of instability in and of itself.
Summary data and cross-section plots of each project reach can be found in Appendix 4.
Pattern
The MYO pattern metrics fall within the design parameter ranges for all reaches. No major changes to
design alignments were made during construction. Pattern data will be evaluated if there are any
indicators that significant geomorphic adjustments have occurred.
Daniels Creek Mitigation Site
41, Baseline Monitoring Document and As-Built Baseline Report 5-3

5.2.2 Vegetation
The MYO vegetation survey was completed in April 2021.The MYO planted density is 553 stems per acre
across the 30 fixed monitoring plots and the 15 mobile randomized monitoring plots.The MYO planted
density exceeds the MY3 interim stem density requirement of 320 planted stems per acre. Random
vegetation plot 15 had a stem density of 283 planted stems per acre which is below the 320 stems per
acre interim requirement at MY3. During MY1 Wildlands will make sure to survey the same general area
and assess stem density in this area. Other vegetation plots in this area exceeded 320 stems per acre so
this is believed to be an isolated area.
There were a few substitutions in the planting plan; substitutions were chosen based on nursery
availability, ecological benefit, and function. Swamp Chestnut Oak(Quercus michauxii), Serviceberry
(Amelanchier laevis), and Painted Buckeye (Aesculus sylvatica) were unavailable at the time of planting
and were substituted with Cherrybark Oak(Quercus pagoda), Witch Hazel (Hamamelis virginiana), and
Spicebush (Lindera benzoin) respectively. Summary data and photographs of each plot can be found in
Appendix 3.
5.2.3 Wetlands
Groundwater gauge data will be reported in the MY1 report. Groundwater well photographs are found
in Appendix 2.
5.2.4 Hydrology
Bankfull events recorded following completion of construction will be reported in the MY1 report.
Daniels Creek Mitigation Site
41, Baseline Monitoring Document and As-Built Baseline Report 5-4

Section 6: REFERENCES
Doll, B.A., Grabow, G.L., Hall, K.A., Halley,J., Harman,W.A.,Jennings, G.D., and Wise, D.E. 2003. Stream
Restoration A Natural Channel Design Handbook.
Drostin, M, and Herrmann, M. 2009. Cape Fear River Basin Restoration Priorities. North Carolina
Ecosystem Enhancement Program. Retrieved from https://deq.nc.gov/about/divisions/mitigation-
services/dms-planning/watershed-planning-documents/cape-fear-river-basin
Harrelson, Cheryl C; Rawlins, C.L.; Potyondy,John P. 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. 61 p.
Lee, Michael T., Peet, Robert K., Steven D., and Wentworth,Thomas R. 2006. CVS-EEP Protocol for
Recording Vegetation Version 4.0. http://www.nceep.net/business/monitoring/veg/datasheets.htm.
North Carolina Division of Water Resources (NCDWR). 2011. Surface Water Classifications.
http://portal.ncdenr.org/web/wq/ps/csu/classifications
North Carolina Division of Water Quality. 2005. Cape Fear River Basinwide Water Quality Plan.
https://deq.nc.gov/about/divisions/water-resources/planning/basin-planning/water-resource-
p l a n s/cape-fear-2005
North Carolina Interagency Review Team. 2016.Wilmington District Stream and Wetland Compensatory
Mitigation Update. Accessed at: https://saw-reg.usace.army.mil/PN/2016/Wilmington-District-
M itigation-Update.pdf
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.
United States Army Corps of Engineers (USACE). 2003. Stream Mitigation Guidelines. USACE, NCDENR-
DWQ, USEPA, NCWRC.
United States Army Corps of Engineers (USACE). 2008. Regulatory Guidance Letter No. 08-03: Minimum
Monitoring Requirements for Compensatory Mitigation Projects Involving the Restoration,
Establishment, and/or Enhancement of Aquatic Resources.
https://www.usace.army.mil/missions/civil-works/regulatory-program-and-permits/guidance-
letters/
Wildlands Engineering, Inc. 2019. Middle Cape Fear Umbrella Mitigation Bank: Daniels Creek Mitigation
Site Mitigation Plan. USACE, Raleigh, NC.
Daniels Creek Mitigation Site
41, Baseline Monitoring Document and As-Built Baseline Report 6-1

APPENDIX 1. General Figures and Tables

- Project Location \ -1 / %`� —
\ 03030004020020 I 03030004020010 /
!Hydrologic Unit Code(14 Digit) •♦ 1 / �'�
L._.— \ /
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/ \
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/ I 1
/ 1 i
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/ / I
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// Bi9B. From the City of Raleigh,travel on 1-40 West for 4.5 miles.Take
/ I ono) exit 293 and follow signs for US-1/US-64 West. Travel on US-
1/US-64 West for 31.9 miles, then take exit 70A for U.S. 421
�^`1'rJ �3�becur Bypass East toward Fuquay-Varina. Travel on US-421 South for
/J 03030004050020 6.6 miles. Take exit 143A to stay on US-421 South toward
Lillington. In 0.4 miles merge onto US-421 South. In 5.6 miles,
Cypress Cree turn left onto Sandy Ridge Drive. Take Sandy Ridge Drive for
approximately 0.1 miles and the easement will be located at
Ponderosa the end of the road.
Golf Club
...03030004090 I, 'I I 03030004110010 "'*.' -11` 03030004110010
Figure 1. Project Vicinity Map
illA WI LD LAN D S 0 1 2 Miles , Daniels Creek Mitigation Site
ENGINEERING I I l I I USACE Action ID No. SAW-2017-00998
N Monitoring Year 0- 2021
Harnett County, NC

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w1 - �� - /Daniels J E ." Internal Crossing
r .; _. �`, ► ..i- "�' vs ' Utility Line
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♦ 1 O• a 1
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_ y Daniels t [ ` / � -•--- '� i •
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4
sue` m• V. - �/ .►
Q • '' ' ' 2017Aerial Photography
Figure 2.0 Project Component Asset Map
W I L D L A N D S Daniels Creek Mitigation Site
ENGINEERING 0 400 800 Feet USACE Action ID No. SAW-2017-00998
p i I i IIt' Monitoring Year 0- 2021
Harnett County, NC

• T - -1mat._-:.A.
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•
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it Iii 1 1 : •��` •
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•
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Figure 2.1 Project Component Asset Map (Wetlands)
W I L D L A N D S Daniels Creek Mitigation Site
r‘46Nip? ENGINEERING 0 400 800 Feet , USACE Action ID No. SAW 2017 00998
I I I i I Monitoring Year 0- 2021
N Harnett County, NC

Table 1. Project Components and Mitigation Credits
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
I A A
Mitigation Plan
Existing Footage/ Mitigation Mitigation Ratio As-Built Footage/
Reach/Wetland ID Footage/ Restoration Level Priority Level Project Credits Comments
Acreage Category (X:1) Acreage
Acreage
STREAMS
Daniels Creek Full Channel Restoration,Planted
340 373 Warm R P1 1 373.000 366
Reach 1 Buffer,Fenced Out Livestock
366 Warm R P1 1 366.000 369 Full Channel Restoration,Planted
Daniels Creek Buffer,Fenced Out Livestock
Reach 2 465
72 Warm R P1 1 72.000 68 Full Channel Restoration,Planted
Buffer,Fenced Out Livestock
818 Warm R P1 1 818.000 842 Full Channel Restoration,Planted
Daniels Creek Buffer,Fenced Out Livestock
Reach 3 1,490
425 Warm R P1 1 425.000 431 Full Channel Restoration,Planted
Buffer,Fenced Out Livestock
Daniels Creek Full Channel Restoration,Planted
Reach 4 1,040 1,041 Warm R P1 1 1,041.000 1,074 Buffer,Fenced Out Livestock
Daniels Creek Full Channel Restoration,Planted
301 163 Warm R P1 1 163.000 204
Reach 5 Buffer,Fenced Out Livestock
390 Warm R P1 1 390.000 496 Full Channel Restoration,Planted
T1 Reach 1 391 Buffer,Fenced Out Livestock
T1 Reach 2 287 40 Warm E2 N/A 2.5 16.000 40 Bank Stabilization,Planted Buffer,
Fenced out Livestock
247 Warm E2 N/A 2.5 98.800 247 Bank Stabilization,Planted Buffer,
Fenced out Livestock
T1 Reach 3 240
83 Warm E2 N/A 2.5 33.200 83 Bank Stabilization,Planted Buffer,
Fenced out Livestock
813* Warm R P1 1 813.000* 816 Full Channel Restoration,Planted
Buffer,Fenced Out Livestock
T1 Reach 4 1,090
245 Warm R P1 1 245.000 246 Full Channel Restoration,Planted
Buffer,Fenced Out Livestock

Table 1. Project Components and Mitigation Credits
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
amilillmrrir5JECT COMPONENTS
Mitigation Plan
Existing Footage/ Mitigation Mitigation Ratio As-Built Footage/
Reach/Wetland ID Footage/ Restoration Level Priority Level Project Credits Comments
Acreage Category (X:1) Acreage
Acreage
STREAMS
T1 Reach 5 662 716 Warm R P1 1 716.000 739 Full Channel Restoration,Planted
Buffer,Fenced Out Livestock
T1A 285 285 Warm E2 N/A 2.5 114.000 285 Stabilization,Planted Buffer,Fenced
out Livestock
T2 Reach 1 282 260 Warm R P1 1 260.000 257 Full Channel Restoration,Planted
Buffer,Fenced Out Livestock
T2 Reach 2 304 198 Warm R P1 1 198.000 200 Full Channel Restoration,Planted
Buffer,Fenced Out Livestock
T3 Reach 1 232 401 Warm E2 N/A 2.5 160.400 401 Bank Stabilization,Fenced out
Livestock
417 Warm R P1 1 417.000 427 Full Channel Restoration,Planted
Buffer,Fenced Out Livestock
T3 Reach 2 973
510 Warm R P1 1 510.000 518 Full Channel Restoration,Planted
Buffer,Fenced Out Livestock
T3A 168 168 Warm E2 N/A 2.5 67.200 168 Bank Stabilization,Planted Buffer,
Fenced out Livestock
1,029 Warm R P1 1 1,029.000 1,039 Full Channel Restoration,Planted
T4R1 1,103 Buffer,Fenced Out Livestock
T4 Reach 2 264 538 Warm R P1 1 538.000 530 Full Channel Restoration,Planted
Buffer,Fenced Out Livestock
T5 Reach 1 240 240 Warm E2 N/A 2.5 96.000 240 Bank Stabilization,Fenced out
Livestock
T5 Reach 2 384 385 Warm R P1.5 1 385.000 386 Full Channel Restoration,Planted
Buffer,Fenced Out Livestock
T6 Reach 1 600 612 Warm 1 E2 N/A 2.5 244.800 612 Bank Stabilization,Fenced out
Livestock
18 Warm R P1 1 18.000 18 Full Channel Restoration,Planted
Buffer,Fenced Out Livestock
T6 Reach 2 362
250 Warm L P1 1 250.000 249 Full Channel Restoration,Planted
Buffer,Fenced Out Livestock
T7 1,249 1,235 Warm El N/A 1.5 823.330 1,241 Raised Stream Profile,Stabilization,
Planted Buffer,Fenced Out Livestock

Table 1. Project Components and Mitigation Credits
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
a. PROJECT COMPONENTS
Mitigation Plan
Existing Footage/ Mitigation Mitigation Ratio As-Built Footage/
Reach/Wetland ID Footage/ Restoration Level Priority Level Project Credits Comments
Acreage Category (X:1) Acreage
Acreage
STREAMS
T8 Reach 1 328 308 Warm El N/A 1.5 205.330 309 Raised Stream Profile,Stabilization,
Planted Buffer,Fenced Out Livestock
2 459 450 Warm R P1 1MI-
460 Full Channel Restoration,Planted
Buffer,Fenced Out Livestock
658 658 Warm E2 N/A 3 219.333 658 Stabilization,Planted Buffer,Fenced
out Livestock,Invasive Removal
T9A 365 365 Warm N/A 3 121.667 365 Stabilization,Planted Buffer,Fenced
out Livestock,Invasive Removal
T10 Reach 1 600 500** Warm N/A 3 166.667** 600 Stabilization,Planted Buffer,Fenced
out Livestock,Invasive Removal
T10 Reach 2 401 Warm N/A 133.667 401 Stabilization,Planted Buffer,Fenced
out Livestock,Invasive Removal
142 Warm N/A 47.333 142 Stabilization,Fenced out Livestock
*Stream credits were miscalculated for T1 Reach 4 in the Mitigation Plan and updated for As-Built.
**Braided channel so valley length used for credit calculations.

Table 1. Project Components and Mitigation Credits
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
PROJECT COMPONENTS
Mitigation Plan
Existing Footage/ Mitigation Mitigation Ratio As-Built Footage/
Reach/Wetland ID Footage/ Restoration Level Priority Level Project Credits Comments
Acreage Category (X:1) Acreage
Acreage
WETLANDS
Wetland Planting,Cattle
8.611 8.611 Riparian Enhancement N/A 5 1.722 8.611
Enhancement Exclusion
Wetland Planting,Cattle
1.702 1.702 Riparian Enhancement N/A 3 0.567 1.702
Enhancement Exclusion
Wetland 0.165 0.165 Riparian Rehabilitation N/A 1.5 0.110 0.165 Planting,Cattle
Rehabilitation Exclusion
Wetland Restoration 11.524 11.524 Riparian Restoration N/A 1 11.524 11.524 Planting,Cattle
Exclusion
Wetland Planting,Cattle
0.897 0.897 Non-Riparian Enhancement N/A 5 0.179 0.897
Enhancement Exclusion
Wetland Planting,Cattle
0.217 0.217 Non-Riparian Enhancement N/A 3 0.072 0.217
Enhancement Exclusion
Wetland 0.112 0.112 Non-Riparian Rehabilitation N/A 1.5 0.075 0.112 Planting,Cattle
Rehabilitation Exclusion
Planting,Site
Wetland Restoration 0.066 0.066 Non-Riparian Restoration N/A 1 0.066 0.066 Grading,Cattle
Exclusion
-
PROJECT CREDITS
Stream Riparian Wetland Non-Riparian
Restoration Level Coastal Marsh
Warm Cool Cold Riverine Non-Riverine Wetland
Restoration 9,477.000* 11.524 0.066
Enhancement I 1,028.660
Enhancement II 1,519.067
Rehabilitation 0.110 0.075
Enhancement 2.289 0.251
Totals 12,024.727* 13.923 0.392
*Stream credit totals were updated for As-Built based on miscalculations on T1 Reach 4 in the Mitigation Plan.

Table 2. Project Activity and Reporting History
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Activity or Report Data Collection Comple tion or Scheduled Delivery
Mitigation Plan November 2017 August 2019
Final Design-Construction Plans August 2018 August 2018
Construction April 2021 April 2021
Temporary S&E mix applied to entire project areal April 2021 April 2021
Permanent seed mix applied to reach/segments" April 2021 April 2021
Bare root and live stake plantings for reach/segments April 2021 April 2021
Stream Survey April 2021
Baseline Monitoring Document(Year 0) July 2021
Vegetation Survey April 2021
Stream Survey
Year 1 Monitoring December 2021
Vegetation Survey
Stream Survey
Year 2 Monitoring December 2022
Vegetation Survey
Stream Survey
Year 3 Monitoring December 2023
Vegetation Survey
Year 4 Monitoring December 2024
Stream Survey 2025
Year 5 Monitoring December 2025
Vegetation Survey 2025
Year 6 Monitoring December 2026
Stream Survey
Year 7 Monitoring December 2027
Vegetation Survey
'Seed and mulch is added as each section of construction is completed.
Table 3. Project Contact Table
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Wildlands Engineering,Inc.
Designer 312 West Millbrook Road,Suite 225
Angela Allen,PE Raleigh,NC 27609
919.851.9986
Land Mechanic Designs,Inc.
Construction Contractor 126 Circle G Lane
Willow Spring,NC 27592
Bruton Natural Systems,Inc
Planting Contractor P.O.Box 1197
Fremont,NC 27830
Nursery Stock Suppliers
Dykes and Sons Nursery and Greenhouse
Bare Roots
Live Stakes Bruton Natural Systems,Inc&Foggy Mountain Nursery
Monitoring Performers Wildlands Engineering,Inc.
Jason Lorch
Monitoring,POC
919.851.9986

Table 4. Project Information and Attributes
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
PROJECT INFORMATION
Project Name Daniels Creek Mitigation Site
County Harnett County,NC
Project Area(acres) 56.144
Planted Area(acres) 54.000
Project Coordinates(latitude and longitude) 35°26'33.99"N 79°1'39.81"W
111
Physiographic Province Northern Outer Piedmont&Rolling Coastal Plain
River Basin Cape Fear
USGS Hydrologic Unit 8-digit 03030004
USGS Hydrologic Unit 14-digit 03030004010020
DWR Sub-basin 03-06-07
Reaches Daniels Creek T1 T1A T2 T3 T3A T4 I T5
Drainiage Area(acres) 896 313 23 9 43 21 48 7
Reaches T6 T7 T8 T9 T9A T10 T10A
Drainiage Area(acres) 174 80 13 72 13 126 108
CGIA Land Use Classification
Forested 24%
Managed Herbaceous 64%
Developed 12%
Regulation Applicable? Resolved? Supporting Documentation
Waters of the United States-Section 404 Yes Yes USACE Nationwide Permit No.27 and DWQ 401 Water Quality Certification No.4091
Waters of the United States-Section 401 Yes Yes
USFWS correspondence on June 29th,2017 stated the"proposed action is not likely to adversely affect any
Endangered Species Act Yes Yes federally listed endangered or threatened species,their formally designated critical habitat or species currently
proposed for listing under the Act..." No suitable habitat and/or individually federally listed species were
identified in the project area.
Historic Preservation Act Yes Yes Correspondence from SHPO on July 24th,2017 indicating they were not aware of any historic resources that
would be affected by the project.
Coastal Zone Management Act(CZMA)/Coastal Area No N/A N/A
FEMA Floodplain Compliance No N/A N/A
Essential Fisheries Habitat No N/A N/A

Table 5a. Monitoring Component Summary-Restoration Reaches
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Quantity/Length by Reach
Parameter Monitoring Feature Frequency
Daniels Creek Daniels Creek Daniels Creek Daniels Creek Daniels Creek
Reach 1 Reach 2 Reach 3 Reach 4 Reach 5
Riffle Cross-Sections 1 1 1 1 1
Dimension Year 1,2,3,5,and 7
Pool Cross-Section 0 0 1 1 0
Pattern Pattern N/A N/A N/A N/A N/A N/A
Profile Longitudinal Profile N/A N/A N/A N/A N/A N/A
Hydrology Crest Gage(CG)/Flow Gage(FG) 1 CG Quarterly
Vegetation CVS Level 2 Vegetation Plots 9 Total(6 Fixed,3 Random) Year 1,2,3,5,and 7
Visual Assessment Yes Semi-Annual
Exotic and Nuisance
Semi-Annual
Vegetation
Project Boundary Semi-Annual
Reference Photos Photographs 9 Annual
Wetlands Groundwater Wells 7 Quarterly
Quantity/Length by Reach
Parameter Monitoring Feature Frequency
T1R1 T1R4 T1R5 T2 T3R2
Riffle Cross-Sections 1 2 1 1 1
Dimension Year 1,2,3,5,and 7
Pool Cross-Section 0 1 1 0 1
Pattern Pattern N/A N/A N/A N/A N/A N/A
Profile Longitudinal Profile N/A N/A N/A N/A N/A N/A
Hydrology Crest Gage(CG)/Flow Gage(FG) 1 FG 1 CG 1 FG 1 CG Quarterly
Vegetation CVS Level 2 Vegetation Plots 11 Total(6 Fixed,5 Random) Year 1,2,3,5,and 7
Visual Assessment Yes Semi-Annual
Exotic and Nuisance
Semi-Annual
Vegetation
Project Boundary Semi-Annual
Reference Photos Photographs 10 Annual
Wetlands Groundwater Wells 6 Quarterly
Quantity/Length by Reach
Parameter Monitoring Feature Frequency
T4R1 T4R2 T5R2 T6R2 T8R2
Riffle Cross-Sections 1 1 1 1 1
Dimension Year 1,2,3,5,and 7
Pool Cross-Section 1 0 0 0 0
Pattern Pattern N/A N/A N/A N/A N/A N/A
Profile Longitudinal Profile N/A N/A N/A N/A N/A N/A
Hydrology Crest Gage(CG)/Flow Gage(FG) 1 CG 1 FG N/A N/A Quarterly
Vegetation CVS Level 2 Vegetation Plots 10 Total(6 Fixed,4 Random) Year 1,2,3,5,and 7
Visual Assessment Yes Semi-Annual
Exotic and Nuisance
Semi-Annual
Vegetation
Project Boundary Semi-Annual
Reference Photos Photographs 7 Annual
Wetlands Groundwater Wells 3 Quarterly

Table 5b. Monitoring Component Summary-Enhancement Reaches
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Quantity/Length by Reach
Parameter Monitoring Feature Frequency
T1R2 T1R3 T1A T3R1 T3A
Riffle Cross-Sections N/A N/A
Dimension
Pool Cross-Section N/A N/A
Pattern Pattern N/A N/A
Profile Longitudinal Profile N/A N/A
Hydrology Crest Gage(CG)/Flow Gage(FG) N/A N/A
Vegetation CVS Level 2 Vegetation Plots 2 Total(1 Fixed,1 Random) Year 1,2,3,5,and 7
Visual Assessment Yes Semi-Annual
Exotic and Nuisance
Semi-Annual
Vegetation
Project Boundary Semi-Annual
Reference Photos Photographs 4 Annual
Wetlands Groundwater Wells N/A N/A
Quantity/Length by Reach
Parameter Monitoring Feature Frequency
T5R1 T6R1 T7 T8R1 T9R1
Riffle Cross-Sections N/A 1 1 N/A
Dimension Year 1,2,3,5,and 7
Pool Cross-Section N/A 1 0 N/A
Pattern Pattern N/A N/A
Profile Longitudinal Profile N/A N/A
Hydrology Crest Gage(CG)/Flow Gage(FG) N/A 1 CG 1 FG* N/A Quarterly
Vegetation CVS Level 2 Vegetation Plots 8 Total(7 Fixed,1 Random) Year 1,2,3,5,and 7
Visual Assessment Yes Semi-Annual
Exotic and Nuisance
Semi-Annual
Vegetation
Project Boundary Semi-Annual
Reference Photos Photographs 8 Annual
Wetlands Groundwater Wells 1 Quarterly
Quantity/Length by Reach
Parameter Monitoring Feature Frequency
T9R2 T9A T1OR1 T1OR2 T10A
Riffle Cross-Sections N/A N/A
Dimension
Pool Cross-Section N/A N/A
Pattern Pattern N/A N/A
Profile Longitudinal Profile N/A N/A
Hydrology Crest Gage(CG)/Flow Gage(FG) N/A N/A
Vegetation CVS Level 2 Vegetation Plots 5 Total(4 Fixed,1 Random) Year 1,2,3,5,and 7
Visual Assessment Yes Semi-Annual
Exotic and Nuisance
Semi-Annual
Vegetation
Project Boundary Semi-Annual
Reference Photos Photographs 7 Annual
Wetlands Groundwater Wells N/A N/A
*Flow gage located on T8R1 will be utilized to document bankfull events on T8.

APPENDIX 2. Visual Assessment Data

riiir k.. L_ _1 Conservation Easement
T6 rt.r x x ,.�:,
x 0 x D s Creek j, Internal Crossing
/ x� x� x �. �.. f;' b' '.• . Utility Line
ax 1 x _ - ,Q
•7 x xl r. / ' QQ ❑" �- 1,7
. JD Wetlands- Enhancement and Rehabilitation
— x ,� _x �x 1 �. ' '` t.i•
Riparian
+ _x �k � rr.lb 4 �. Daniels(�3�3G�`�� �1.." k.
r a �x ' V �' Non Riparian
• Danielss Creek(; `' in �.
m ,�-r, Wetland Restoration
CJ
`C _ f nn lk
\\ Riparian
>• O ❑ ems'"gig NM Non-Riparian
Daniels Creek R2 l" t� r x x— ,x 0
/ . - Fixed Vegetation Plot
x h-
+ ,i' 0..
O � .<• s - Random Vegetation Plot
~" x— x —x —x —+ j O ! {: Stream Restoration
r - .. NI
�/ ► "� i x x • Stream Enhancement I
/ + Daniels R1 . �. , A". f 1
+ a ♦ �' - Figur- : -- Stream Enhancement II
x + , �0 A �`� -Hi-I Linear Wetland - Not for Credit
. i\. k ' i ,� � /
x .� Rx r k k " Not for Credit
x l
k Cross Sections
_ I �, tt —tt Fencing
i y" -,,,a.- Q y,, • :
+— I �, ,� ' ` _ +++ ❑ / 1� . ', Groundwater Well
x x tom... ;• - �.- I l"=,� 1� i•
i
�� k i, N.s / 4111' ..� XX w O r" '� �•' t �O�'P,� "~. ••y .T� r.1 ® Reach Break
. 3� ~_/' • - +� 1 Qr!'.. Sj r 'IMF'
itfr.Ile:*- k di Figure 3.2 A� t i ti �.__ ,,, %—x .>r, ..
•
x x
+\ r�o�ti j >; x x—1_ �1 ` `x ��' * / "Uj� x I• 'i' ti S.
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1I +ii it inIv!} x-x +.,
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— x— yc~ x � T9RR1 � IX f -�_' _ ,.-x x Q 4 x \�1' ! ,
7. x
T10A ' O I T2R1 x , "r \ ,r7 1
.I- mEc. x } �I N.+` x
-, . — Figure 3.1 •t , ,_,\ ■l +,. i‘
%
} 41 ►s-.YXYf 3 1 O /+ /
i.
Ia" Figure 3.5
k r _+ +�"x _ x 1.
ii
fir''%.� / ! Y.:. Figure 3.4 x =xiarBil. -1
kl �: s' 2017 Aerial Photogra.
Figure 3.0 Monitoring Plan View Map
W I L D L A N D S Daniels Creek Mitigation Site
ENGINEERING 0 400 800 Feet , USACE Action ID No. SAW 2017 00998
I I I I I Monitoring Year 0- 2021
N Harnett County, NC

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JD Wetlands-Enhancement and Rehabilitation Not for Credit
` y �, rid
eir
Riparian E3 —£3 Fencing of . , �_
41111
Non Riparian - - •
Photo Point * • logit ilk
— Fixed Vegetation Plot Q Reach Break r i� �, 3. •
Random Vegetation Plot
,1 .e al Photography
Figure 3.1 Monitoring Plan View Map
Olki/111, WILDLANDS 4, Daniels Creek Mitigation Site
ENGINEERING 0 150 300 Feet USACE Action ID No. SAW-2017-00998
I I I I I N Monitoring Year 0-2021
Harnett County, NC

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JD Wetlands- Enhancment and Rehabilitation \\ 14 ,
vs%
1:t
Riparian \\ / s ;�
Non-Riparian \ / ��'�
10
Wetland Restoration \\ \` ,•
A \\ A 1 c,•. GWG ID
Riparian \\ A , `.`,
It \\ • t ti
- Non-Riparian \\ A ...,,� *�
0 +.
da Fixed Vegetation Plot ��
. Random Vegetation Plot \A `,��`,
F Structures ` \ \P'1"„VI\
Stream Restoration // . . 4.%,` E@ �
a Stream Enhancement I // 1\ tit'' ` _-, \
4 II �? i.`, 13
+ Stream Enhancement II �� /
•ui•i Linear Wetland - Not for Credit 4 // Jr 01=• +
// �3 4 -4- •11 et /
- Not for Credit r // , - - •+ /
•As-BuiltTOB //$
a—Cross-Sections / //
+ k
n —U Fencing k
+ Groundwater Well l
k
+ Crest Gauge ,
k, i
IL
0 Photo Point
k -
kOO Reach Break I
l `_ 2017Aerial Photography
.. -�u—_'x k ._ i 1111161111.11Figure 3.2 Monitoring Plan View Map
W I L D L A N D S 0 150 300 Feet , Daniels Creek Mitigation Site
ENGINEERING I I I USACE Action ID No. SAW-2017-00998
N Monitoring Year 0- 2021
Harnett County, NC

Z��4d
.__,Conservation Easement
jt
Internal Crossing
Utility Line
702+00
Riparian
Ott N k. Non-Riparian
Wetland Restoration
Riparian
pit
23
Af- 4QO Fixed Vegetation Plot
WID Random Vegetation Plot
132+00 Structures
-Stream Restoration
N, -Stream Enhancement 11
Linear Wetland- Not for Credit
-Not for Credit
jej
Co
Iels
GroundwaterWell
N PIP 4-
24 + Crest Gauge
0 Photo Point
0 CD Reach Break
00
41
212+00
16
Or A j I
�4
Figure 33 Monitoring Plan View Map
WI LD LA N D S Daniels Creek Mitigation Site
swG/wssx/ wc* O 150 300Feet USACE Action |D No. SAVV'Z017'0099O
Monitoring i Year 0 2021 on orn� ar
' Harnett County, NC

Conservation Easement 40Stream Restoration 11 ' .224+00
r,/ Internal Crossing Stream Enhancement II ��
JD Wetlands- Enhancement and Rehabilitation Linear Wetland Not for Credit ,'••��c�gl
Not for Credit �`� % I
Riparian 4 ,
----•As-BuiltTOB '
Non-Riparian ,•'222+00 vc
Cross-Sections l `.
Wetland Restoration s��t
1\N Riparian tt =tt Fencing ��x ,4' ' �\
•
IFixed Vegetation Plot + Groundwater Well �,+ `�` �\
�s
Random Vegetation Plot + Crest Gauge d �,�."C C3 '•�
Structures + Flow Gauge d ,r,"� ;•� /
0 Photo Point �iQ ,'!'' ems`Q �20+00�t
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perfomance criteria. �� ,v �� +00 ;J - i
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if
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4 5"} 2017Aerial Photography
- o i
Figure 3.4 Monitoring Plan View Map
VO:Ei/VW I L D L A N D S 0 150 300 Feet , Daniels Creek Mitigation Site
ENGINEERING I I I I I USACE Action ID No. SAW-2017-00998
N Monitoring Year 0- 2021
Harnett County, NC

PP23� k _ y �E3�
x ' A-
�► ® Reach Break Cross-Sections
' M k •+ ,
x '\ / ♦ Flow Gauge Stream Restoration
kk , k +♦ / Photo Point Stream Enhancement II
1 k X k k +'/!+/ • • Xopi ♦ Groundwater Well Linear Wetland Not for Credit
x k‘sk
k k ♦+ •`�� y * U =Fencing -Not for Credit
I , .... 1 �� , � + ---As BuiItTOB
x 4V . .,I. I x r�30g-o, k + 1
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rrII
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4
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j
1 +
+� � 14
Internal Crossing Riparian
4.lc� . ��_ 11 Fixed Vegetation Plot Non-Riparian
// • /+ +/ r_ ` ; :If
x Random Vegetation Plot Wetland Restoration
1
0 /+ - /,� • ; GWG 2 I • 1 Structures J Riparian
• 402+00 /+ 310+9• • • I Utility Line
Figure 3.5 Monitoring Plan View Map
tWILDLANDS 0 150 300 Feet , Daniels Creek Mitigation Site
ENGINEERING I I I i USACE Action ID No. SAW 2017 00998
N Monitoring Year 0-2021
Harnett County, NC

STREAM PHOTOGRAPHS

d.,
a —, s
3 k E _ 3 .�-- t ,4 t' gig'
t _ Ems'• - ._.
-- 5 ''y: _ 'M k 4`
d' E [ f. S T"i , R. '-
. r.a
PHOTO POINT 1 Daniels Creek R1—upstream(03/25/2021) PHOTO POINT 1 Daniels Creek R1—downstream (03/25/2021)
Yr `
- ' '�' a-ram -c' .m 1.,yam. , i i
w
'1x _ '
PHOTO POINT 2 Daniels Creek R2—upstream(03/25/2021) PHOTO POINT 2 Daniels Creek R2—downstream (03/25/2021)
1
s.. C-
__ .. i _ _ •x�.yam-
-. y �'.: i r -: ..o.�.:, ,_
-
/�$
PHOTO POINT 3 Daniels Creek R3—upstream(03/26/2021) PHOTO POINT 3 Daniels Creek R3—downstream (03/26/2021)
Daniels Creek Mitigation Bank
Appendix 2:Visual Assessment Data—Stream Photographs

Lr-
4-744,
PHOTO POINT 4 Daniels Creek R3—upstream(03/26/2021) PHOTO POINT 4 Daniels Creek R3—downstream (03/26/2021)
4' • ;.
•
PHOTO POINT 5 Daniels Creek R3—upstream(03/26/2021) PHOTO POINT 5 Daniels Creek R3—downstream (03/26/2021)
-'
m. g
PHOTO POINT 6 Daniels Creek R4—upstream(03/26/2021) PHOTO POINT 6 Daniels Creek R4—downstream (03/26/2021)
Daniels Creek Mitigation Bank
Appendix 2:Visual Assessment Data—Stream Photographs

x,
r
.
PHOTO POINT 7 Daniels Creek R4—upstreamw (03/26/2021) PHOTO POINT 7 Daniels Creek R4—downstream (03/26/2021)
7 �� gq
}
� 88k
13
;,7;.,-, -ii.,,,,,,„
, ,_..
_..„
...
..,........
_ .... ,,_,,„.... „ ., ..„...„, _±. _. ,
_...,__ ...,...„ . ... ,......_ _ , .........,
4 1
Y
,.•.
PHOTO POINT 8 Daniels Creek R4—upstream(03/26/2021) PHOTO POINT 8 Daniels Creek R4—downstre,itam (03/26/2021)
Clif.:14 t,•4'.11f, • A
� I I �� �� �� � Fy aft hf "�'�12.
•� � �
r'7
a ram_
7 „ r y
1110.
PHOTO POINT 9 Daniels Creek R5—upstream(03/26/2021) PHOTO POINT 9 Daniels Creek R5—downstream (03/26/2021)
Daniels Creek Mitigation Bank
Appendix 2:Visual Assessment Data—Stream Photographs

.r� Lc 4.t M g �f Y� .^ 5,� 'r .. ,9r, t �k."$
.._
•
•
•
PHOTO POINT 10 Ti R1-upstream (03/26/2021) PHOTO POINT 10 T1 R1-downstream(03/26/2021)
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ire c
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Daniels Creek Mitigation Bank
Appendix 2:Visual Assessment Data-Stream Photographs

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Daniels Creek Mitigation Bank
Appendix 2:Visual Assessment Data—Stream Photographs

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Daniels Creek Mitigation Bank
Appendix 2:Visual Assessment Data—Stream Photographs

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Daniels Creek Mitigation Bank
Appendix 2:Visual Assessment Data—Stream Photographs

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Daniels Creek Mitigation Bank
Appendix 2:Visual Assessment Data—Stream Photographs

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Daniels Creek Mitigation Bank
Appendix 2:Visual Assessment Data—Stream Photographs

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Appendix 2:Visual Assessment Data—Stream Photographs

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Daniels Creek Mitigation Bank
Appendix 2:Visual Assessment Data—Stream Photographs

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Appendix 2:Visual Assessment Data—Stream Photographs

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Daniels Creek Mitigation Bank
Appendix 2:Visual Assessment Data—Stream Photographs

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Daniels Creek Mitigation Bank
Appendix 2:Visual Assessment Data—Stream Photographs

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Daniels Creek Mitigation Bank
Appendix 2:Visual Assessment Data—Stream Photographs

GROUNDWATER WELL PHOTOGRAPHS

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Appendix 2:Visual Assessment Data—Groundwater Well Photographs

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Appendix 2:Visual Assessment Data—Groundwater Well Photographs

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Appendix 2:Visual Assessment Data—Groundwater Well Photographs

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Appendix 2:Visual Assessment Data—Groundwater Well Photographs

VEGETATION PHOTOGRAPHS

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Daniels Creek Mitigation Bank
Appendix 2:Visual Assessment Data—Vegetation Photographs

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Appendix 2:Visual Assessment Data—Vegetation Photographs

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kW Appendix 2:Visual Assessment Data—Vegetation Photographs

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Daniels Creek Mitigation Bank
Appendix 2:Visual Assessment Data—Vegetation Photographs

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41, Appendix 2:Visual Assessment Data—Vegetation Photographs

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Daniels Creek Mitigation Bank
Appendix 2:Visual Assessment Data—Vegetation Photographs

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Daniels Creek Mitigation Bank
Appendix 2:Visual Assessment Data—Vegetation Photographs

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Daniels Creek Mitigation Bank
Appendix 2:Visual Assessment Data—Vegetation Photographs

APPENDIX 3. Vegetation Plot Data

Table 6a.Fixed Plot Planted and Total Stem Counts
Daniels Creek Mitigation Site
USACE Action ID No.2017-00998
Monitoring Year 0-2021
Current Plot Data(MYO 2021)
VP 1 VP 2 VP 3 VP 4 VP 5 VP 6
Scientific Name Common Name Species Type PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T
Acer negundo Boxelder Tree 1 1 1 1 1 1
Amelanchierlaevis Smooth Serviceberry Shrub Tree 1 1 1
Aronia arbutifolia Red Chokeberry Shrub
Betula nigra River Birch Tree 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2
Celtis laevigata Sugarberry Shrub Tree 1 1 1 1 1 1
Cephalanthus occidentalis Buttonbush Shrub Tree 2 2 2
Diospyros virginiana American Persimmon Tree 1 1 1 1 1 1
Hamamelis virginiana Witch Hazel Shrub Tree 1 1 1 1 1 1
Lindera benzoin Spicebush Shrub Tree 1 1 1 1 1 1
Nyssa biflora Swamp Tupelo Tree 2 2 2 2 2 2
Platanusoccidentalis Sycamore Tree 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2
Populus deltoides Eastern Cottonwood Tree 1 1 1 1 1 1 2 2 2
Quercus lyrata Overcup Oak Tree 2 2 2 1 1 1
Quercus pagoda Cherrybark Oak Tree 1 1 1 1 1 1 2 2 2 2 2 2 1 1 1
Quercus phellos Willow Oak Tree 2 2 2 2 2 2 3 3 3
Quercusshumardii Shumard Oak Shrub Tree 3 3 3 1 1 1
Taxodium distichum Bald-cypress Tree 1 1 1 1 1 1 2 2 2 1 1 1 2 2 2
Ulmus americana American Elm Tree 2 2 2 2 2 2
Viburnum prunifolium Black Haw Shrub Tree 2 2 2
Stem count 12 12 12 12 12 12 13 13 13 13 13 13 14 14 14 14 14 14
size(ares) 1 1 1 1 1 1
size(ACRES) 0.02 0.02 0.02 0.02 0.02 0.02
Species count 7 7 7 9 9 9 8 8 8 8 8 8 9 9 9 8 8 8
Stems per ACRE 486 486 486 486 486 486 526 526 526 526 526 526 567 567 567 567 567 567
Color for Density
Exceeds requirements by 10%
Exceeds requirements,but by less than 10%
Fails to meet requirements,by less than 10%
Fails to meet requirements by more than 10%
PnoLS: Number of Planted stems excluding live stakes
P-all: Number of planted stems including live stakes
T: Total Stems

Table 6a.Fixed Plot Planted and Total Stem Counts
Daniels Creek Mitigation Site
USACE Action ID No.2017-00998
Monitoring Year 0-2021
Current Plot Data(MYO 2021)
VP 7 VP 8 VP 9 VP 10 VP 11 VP 12
Scientific Name Common Name Species Type PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T
Acer negundo Boxelder Tree 2 2 2 1 1 1 1 1 1
Amelanchierlaevis Smooth Serviceberry Shrub Tree 1 1 1
Aronia arbutifolia Red Chokeberry Shrub
Betula nigra River Birch Tree 2 2 2 2 2 2 3 3 3 2 2 2 2 2 2
Celtis laevigata Sugarberry Shrub Tree 1 1 1 1 1 1 1 1 1
Cephalanthus occidentalis Button bush Shrub Tree
Diospyros virginiana American Persimmon Tree 1 1 1
Hamamelis virginiana Witch Hazel Shrub Tree 2 2 2
Lindera benzoin Spicebush Shrub Tree 1 1 1
Nyssa biflora Swamp Tupelo Tree 1 1 1
Platanusoccidentalis Sycamore Tree 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3
Populus deltoides Eastern Cottonwood Tree 1 1 1 1 1 1 1 1 1 2 2 2
Quercus lyrata Overcup Oak Tree 2 2 2 1 1 1 1 1 1
Quercus pagoda Cherrybark Oak Tree 1 1 1 1 1 1 2 2 2 2 2 2
Quercus phellos Willow Oak Tree 2 2 2 3 3 3 2 2 2 5 5 5 1 1 1
Quercusshumardii Shumard Oak Shrub Tree 2 2 2 4 4 4
Taxodium distichum Bald-cypress Tree 1 1 1 2 2 2 1 1 1 3 3 3 2 2 2 2 2 2
Ulmus americana American Elm Tree 1 1 1 2 2 2
Viburnum prunifolium Black Haw Shrub Tree 1 1 1
Stem count 15 15 15 12 12 12 13 13 13 16 16 16 14 14 14 14 14 14
size(ares) 1 1 1 1 1 1
size(ACRES) 0.02 0.02 0.02 0.02 0.02 0.02
Species count 10 10 10 7 7 7 9 9 9 5 5 5 9 9 9 8 8 8
Stems per ACRE 607 607 607 486 486 486 526 526 526 177177 647 647 567 567 567 567 567 567
Color for Density
Exceeds requirements by 10%
Exceeds requirements,but by less than 10%
Fails to meet requirements,by less than 10%
Fails to meet requirements by more than 10%
PnoLS: Number of Planted stems excluding live stakes
P-all: Number of planted stems including live stakes
T: Total Stems

Table 6a.Fixed Plot Planted and Total Stem Counts
Daniels Creek Mitigation Site
USACE Action ID No.2017-00998
Monitoring Year 0-2021
Current Plot Data(MYO 2021)
VP 13 VP 14 VP 15 VP 16 VP 17 VP 18
Scientific Name Common Name Species Type PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T
Acer negundo Boxelder Tree 1 1 1
Amelanchier laevis Smooth Serviceberry Shrub Tree
Aronia arbutifolia Red Chokeberry Shrub
Betula nigra River Birch Tree 1 1 1 2 2 2 2 2 2 1 1 1 2 2 2 1 1 1
Celtis laevigata Sugarberry Shrub Tree 1 1 1 1 1 1 1 1 1
Cephalanthus occidentalis Button bush Shrub Tree
Diospyros virginiana American Persimmon Tree 1 1 1 1 1 1
Hamamelis virginiana Witch Hazel Shrub Tree
Lindera benzoin Spicebush Shrub Tree
Nyssa biflora Swamp Tupelo Tree 2 2 2 2 2 2 2 2 2
Platanusoccidentalis Sycamore Tree 2 2 2 3 3 3 3 3 3 2 2 2 3 3 3 4 4 4
Populus deltoides Eastern Cottonwood Tree 2 2 2 2 2 2
Quercus lyrata Overcup Oak Tree 1 1 1 2 2 2 2 2 2
Quercus pagoda Cherrybark Oak Tree 2 2 2 1 1 1 2 2 2 2 2 2 2 2 2
Quercus phellos Willow Oak Tree 2 2 2 1 1 1
Quercusshumardii Shumard Oak Shrub Tree 1 1 1 1 1 1
Taxodium distichum Bald-cypress Tree 3 3 3 1 1 1 1 1 1 2 2 2 1 1 1 2 2 2
Ulmus americana American Elm Tree 2 2 2 2 2 2 1 1 1
Viburnum prunifolium Black Haw Shrub Tree 1 1 1 1 1 1
Stem count 13 13 13 13 13 13 15 15 15 13 13 13 12 12 12 12 12 12
size(ares) 1 1 1 1 1 1
size(ACRES) 0.02 0.02 0.02 0.02 0.02 0.02
Species count 7 7 7 7 7 7 9 9 9 8 8 8 7 7 7 8 8 8
Stems per ACRE 526 526 526 526 526 526 607 607 607 526 526 526 486 486 486 486 486 486
Color for Density
Exceeds requirements by 10%
Exceeds requirements,but by less than 10%
Fails to meet requirements,by less than 10%
Fails to meet requirements by more than 10%
PnoLS: Number of Planted stems excluding live stakes
P-all: Number of planted stems including live stakes
T: Total Stems

Table 6a.Fixed Plot Planted and Total Stem Counts
Daniels Creek Mitigation Site
USACE Action ID No.2017-00998
Monitoring Year 0-2021
Current Plot Data(MYO 2021)
VP 19 VP 20 VP 21 VP 22 VP 23 VP 24
Scientific Name Common Name Species Type PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T
Acer negundo Boxelder Tree 1 1 1 2 2 2 1 1 1
Amelanchier laevis Smooth Serviceberry Shrub Tree
Aronia arbutifolia Red Chokeberry Shrub 1 1 1
Betula nigra River Birch Tree 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3
Celtis laevigata Sugarberry Shrub Tree 1 1 1 1 1 1
Cephalanthus occidentalis Button bush Shrub Tree
Diospyros virginiana American Persimmon Tree 1 1 1 1 1 1
Hamamelis virginiana Witch Hazel Shrub Tree
Lindera benzoin Spicebush Shrub Tree
Nyssa biflora Swamp Tupelo Tree 2 2 2 2 2 2
Platanusoccidentalis Sycamore Tree 2 2 2 1 1 1 3 3 3 2 2 2 2 2 2 3 3 3
Populus deltoides Eastern Cottonwood Tree 2 2 2 1 1 1 2 2 2 2 2 2
Quercus lyrata Overcup Oak Tree 2 2 2 1 1 1
Quercus pagoda Cherrybark Oak Tree 1 1 1 1 1 1 1 1 1 2 2 2 1 1 1
Quercus phellos Willow Oak Tree 4 4 4 3 3 3 2 2 2
Quercusshumardii Shumard Oak Shrub Tree 1 1 1 2 2 2 1 1 1 2 2 2
Taxodium distichum Bald-cypress Tree 3 3 3 1 1 1 3 3 3 2 2 2
Ulmus americana American Elm Tree 1 1 1 1 1 1
Viburnum prunifolium Black Haw Shrub Tree
Stem count 14 14 14 12 12 12 15 15 15 13 13 13 13 13 13 15 15 15
size(ares) 1 1 1 1 1 1
size(ACRES) 0.02 0.02 0.02 0.02 0.02 0.02
Species count 8 8 8 7 7 7 8 8 8 8 8 8 7 7 7 8 8 8
Stems per ACRE 567 567 567 486 486 486 607 607 607 526 526 526 526 526 526 607 607 607
Color for Density
Exceeds requirements by 10%
Exceeds requirements,but by less than 10%
Fails to meet requirements,by less than 10%
Fails to meet requirements by more than 10%
PnoLS: Number of Planted stems excluding live stakes
P-all: Number of planted stems including live stakes
T: Total Stems

Table 6a.Fixed Plot Planted and Total Stem Counts
Daniels Creek Mitigation Site
USACE Action ID No.2017-00998
Monitoring Year 0-2021
Current Plot Data(MYO 2021)
VP 25 VP 26 VP 27 VP 28 VP 29 VP 30
Scientific Name Common Name Species Type PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T PnoLS P-all T
Acer negundo Boxelder Tree 3 3 3 2 2 2
Amelanchier laevis Smooth Serviceberry Shrub Tree
Aronia arbutifolia Red Chokeberry Shrub
Betula nigra River Birch Tree 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 2
Celtis laevigata Sugarberry Shrub Tree 1 1 1
Cephalanthus occidentalis Button bush Shrub Tree
Diospyros virginiana American Persimmon Tree
Hamamelis virginiana Witch Hazel Shrub Tree
Lindera benzoin Spicebush Shrub Tree
Nyssa biflora Swamp Tupelo Tree 2 2 2 2 2 2 2 2 2 2 2 2
Platanusoccidentalis Sycamore Tree 2 2 2 2 2 2 3 3 3 3 3 3 1 1 1
Populus deltoides Eastern Cottonwood Tree 1 1 1
Quercuslyrata Overcup Oak Tree 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1
Quercus pagoda Cherrybark Oak Tree 2 2 2 1 1 1 4 4 4 3 3 3 3 3 3
Quercus phellos Willow Oak Tree 1 1 1 2 2 2
Quercusshumardii Shumard Oak Shrub Tree 1 1 1 3 3 3
Taxodium distichum Bald-cypress Tree 5 5 5 3 3 3 2 2 2 1 1 1 3 3 3
Ulmus americana American Elm Tree 2 2 2 2 2 2 2 2 2
Viburnum prunifolium Black Haw Shrub Tree 1 1 1 1 1 1
Stem count 15 15 15 16 16 16 14 14 14 16 16 16 12 12 12 13 13 13
size(ares) 1 1 1 1 1 1
size(ACRES) 0.02 0.02 0.02 0.02 0.02 0.02
Species count 6 6 6 8 8 8 7 7 7 9 9 9 7 7 7 6 6 6
Stems per ACRE 607 607 607 647 647 647 567 567 567 647 647 647 486 486 486 526 526 526
Color for Density
Exceeds requirements by 10%
Exceeds requirements,but by less than 10%
Fails to meet requirements,by less than 10%
Fails to meet requirements by more than 10%
PnoLS: Number of Planted stems excluding live stakes
P-all: Number of planted stems including live stakes
T: Total Stems

Table 6a.Fixed Plot Planted and Total Stem Counts
Daniels Creek Mitigation Site
USACE Action ID No.2017-00998
Monitoring Year 0-2021
Annual Means
MYO(2021)
Scientific Name Common Name Species Type PnoLS P-all T
Acer negundo Boxelder Tree 16 16 16
Amelanchierlaevis Smooth Serviceberry Shrub Tree 2 2 2
Aronia arbutifolia Red Chokeberry Shrub 1 1 1
Betula nigra River Birch Tree 52 52 52
Celtis laevigata Sugarberry Shrub Tree 11 11 11
Cephalanthusoccidentalis Button bush Shrub Tree 2 2 2
Diospyros virginiana American Persimmon Tree 7 7 7
Hamamelis virginiana Witch Hazel Shrub Tree 4 4 4
Lindera benzoin Spicebush Shrub Tree 3 3 3
Nyssa biflora Swamp Tupelo Tree 23 23 23
Platanusoccidentalis Sycamore Tree 67 67 67
Populus deltoides Eastern Cottonwood Tree 21 21 21
Quercus lyrata Overcup Oak Tree 23 23 23
Quercus pagoda Cherrybark Oak Tree 41 41 41
Quercus phellos Willow Oak Tree 35 35 35
Quercusshumardii Shumard Oak Shrub Tree 22 22 22
Taxodium distichum Bald-cypress Tree 51 51 51
Ulmus americana American Elm Tree 20 20 20
Viburnum prunifolium Black Haw Shrub Tree 7 7 7
Stem count 408 408 408
size(ares) 30
size(ACRES) 0.74
Species count 19 19 19
Stems per ACRE 550 550 550
Color for Density
Exceeds requirements by 10%
Exceeds requirements,but by less than 10%
Fails to meet requirements,by less than 10%
Fails to meet requirements by more than 10%
PnoLS: Number of Planted stems excluding live stakes
P-all: Number of planted stems including live stakes
T: Total Stems

Table 6b. Random Plot Planted and Total Stem Counts
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Current Plot Data(MVO 2021)
VP 1 VP 2 VP 3 VP 4 VP 5
Scientific Name Common Name Species Type Te T Te T Te T Te T Te T
Acer negundo Boxelder Tree 1 1 1 1 1 1 1 1 1 1
Betula nigra River Birch Tree 2 2 1 1 2 2 3 3 1 1
Celtis laevigata Sugarberry Shrub Tree 1 1 2 2 1 1
Diospyros virginiana Persimmon Tree 1 1 2 2
Hamamelis virginiana Witch Hazel Tree 1 1
Lindera benzoin Spice Bush Shrub Tree 1 1
Nyssa biflora Swamp Tupelo Tree
Platanus occidentalis Sycamore Tree 4 4 1 1 3 3 3 3 4 4
Populus deltoides Eastern Cottonwood Tree 2 2 2 2 1 1 1 1 3 3
Quercus lyrata Overcup Oak Tree
Quercus pagoda Cherrybark Oak Tree 1 1 1 1 1 1 1 1
Quercus phellos Willow Oak Tree 1 1 2 2 2 2 3 3
Quercus shumardii Shumard Oak Tree 1 1 1 1 2 2 3 3
Taxodium distichum Bald Cypress Shrub Tree 1 1 2 2 1 1 1 1
Ulmus americana American Elm Tree
Viburnum prunifolium Black Haw Shrub tree 1 1
Stem count 15 15 13 13 14 14 15 15 15 15
size(ares) 1 1 1 1 1
size(ACRES) 0.02 0.02 0.02 0.02 0.02
Species count 10 10 9 9 9 9 10 10 6 6
Stems per ACRE 607 607 526 526 567 567 607 607 607 607
Color for Density
Exceeds requirements by 10%
Exceeds requirements,but by less than 10%
Fails to meet requirements,by less than 10%
Fails to meet requirements by more than 10%
Te-Number of stems inclusing exotic species
T-Number of stems excluding

Table 6b. Random Plot Planted and Total Stem Counts
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Current Plot Data(MVO 2021)
VP 6 VP 7 VP 8 VP 9 VP 10
Scientific Name Common Name Species Type Te T Te T Te T Te T Te T
Acer negundo Boxelder Tree 1 1 1 1 2 2 1 1
Betula nigra River Birch Tree 3 3 2 2 1 1 2 2 2 2
Celtis laevigata Sugarberry Shrub Tree 1 1 1 1
Diospyros virginiana Persimmon Tree 2 2 1 1 1 1 1 1
Hamamelis virginiana Witch Hazel Tree 1 1
Lindera benzoin Spice Bush Shrub Tree
Nyssa biflora Swamp Tupelo Tree 2 2
Platanus occidentalis Sycamore Tree 2 2 4 4 3 3 2 2 3 3
Populus deltoides Eastern Cottonwood Tree 2 2 1 1 1 1 2 2
Quercus lyrata Overcup Oak Tree 3 3
Quercus pagoda Cherrybark Oak Tree 1 1 1 1 1 1
Quercus phellos Willow Oak Tree 2 2 2 2 2 2
Quercus shumardii Shumard Oak Tree 1 1 1 1
Taxodium distichum Bald Cypress Shrub Tree 3 3 1 1 1 1 4 4 2 2
Ulmus americana American Elm Tree 1 1
Viburnum prunifolium Black Haw Shrub tree
Stem count 15 15 13 13 12 12 15 15 16 16
size(ares) 1 1 1 1 1
size(ACRES) 0.02 0.02 0.02 0.02 0.02
Species count 8 8 8 8 8 8 7 7 10 10
Stems per ACRE 607 607 526 526 486 486 607 607 647 647
Color for Density
Exceeds requirements by 10%
Exceeds requirements,but by less than 10%
Fails to meet requirements,by less than 10%
Fails to meet requirements by more than 10%
Te-Number of stems inclusing exotic species
T-Number of stems excluding

Table 6b.Random Plot Planted and Total Stem Counts
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Current Plot Data(MYO 2021) Annual Means
VP 11 VP 12 VP 13 VP 14 VP 15 MYO(2021)
Scientific Name Common Name Species Type Te T Te T Te T Te T Te T Te T
Acer negundo Boxelder Tree 1 1 1 1 1 1 13 13
Betula nigra River Birch Tree 2 2 3 3 3 3 3 3 4 4 34 34
Celtis laevigata Sugarberry Shrub Tree 1 1 1 1 2 2 10 10
Diospyros virginiana Persimmon Tree 1 1 9 9
Hamamelis virginiana Witch Hazel Tree 2 2
Lindera benzoin Spice Bush Shrub Tree 1 1
Nyssa biflora Swamp Tupelo Tree 1 1 3 3
Platanus occidentalis Sycamore Tree 3 3 2 2 4 4 3 3 1 1 42 42
Populus deltoides Eastern Cottonwood Tree 2 2 2 2 19 19
Quercus lyrata Overcup Oak Tree 2 2 2 2 1 1 8 8
Quercus pagoda Cherrybark Oak Tree 1 1 1 1 1 1 10 10
Quercus phellos Willow Oak Tree 14 14
Quercus shumardii Shumard Oak Tree 3 3 12 12
Taxodium distichum Bald Cypress Shrub Tree 2 2 2 2 2 2 5 5 27 27
Ulmus americana American Elm Tree 1 1 2 2
Viburnum prunifolium Black Haw Shrub tree 1 1
Stem count 13 13 14 14 15 15 15 15 7 7 207 207
size(ares) 1 1 1 1 1 15
size(ACRES) 0.02 0.02 0.02 0.02 0.02 0.37
Species count 8 8 7 7 7 7 6 6 4 4 16 16
Stems per ACRE 526 526 567 567 607 607 607 607 283 283 558 558
Color for Density
Exceeds requirements by 10%
Exceeds requirements,but by less than 10%
Fails to meet requirements,by less than 10%
Fails to meet requirements by more than 10%
Te-Number of stems inclusing exotic species
T-Number of stems excluding

APPENDIX 4. Morphological Summary Data and Plots

Longitudinal Profile Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Daniels Creek Reach 1(STA 100+05 to 103+00)
372 -
370 • •
♦
• •
__ _ _ _ ______
• r
1 ::: �<
362
ut
x
10000 10050 10100 10150 10200 10250 10300
Station(feet)
t TW(MYO-4/2021) WSF(MYO-4/2021) ♦ LBKF/LTOB(MYO-4/2021) ♦ RBKF/RTOB(MY0-4/2021) • STRUCTURE(MYO-4/2021)
Daniels Creek Reach 1&2(STA 103+00 to 106+00)
368 I
366
♦♦• : , LA A
•
364 - r ♦ ♦ A A
__________
ffi ♦ i y r
w
362 - AAAAAAA♦♦ •
c • f. ______
O_ N I
y
y 360 •r - • i ♦♦♦♦• •♦• AA •♦♦ ♦ y ♦ AA , •
`c "
358 0 z _________
•c ^r �_
0.0
m
10300 10350 10400 10450 10500 10550 10600
Station(feet)
t TW(MYO-4/2021) WSF(MYO-4/2021) ♦ LBKF/LTOB(MYO-4/2021) ♦ RBKF/RTOB(MY0-4/2021) • STRUCTURE(MYO-4/2021)

Longitudinal Profile Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Daniels Creek Reach 2&3(STA 106+00 to 109+00)
362 • ' i I
:2
I
360 I ,A r• I
♦♦ •♦ AAI
358 • , : ' ~ • ♦ ♦ • Internal CrossingI
r
m I
• M m
I m
m 356 i______---_ ♦ ♦ • ♦ • •!• • �-
6.----------4 ......... ..7644ter
E.
'
y 354
w ' (
352 I
N I I
VI
X
350 -
10600 10650 10700 10750 10800 10850 10900
Station(feet)
—•—TW(MYOA/2021) WSF(MYO-4/2021) ♦ LBKF/LTOB(MYO-4/2021) ♦ RBKF/RTOB(MYO-4/2021) • STRUCTURE(MYO-4/2021)
Daniels Creek Reach 3(STA 109+00 to 112+00)
358 -
356 •
• •
•
•
354 .....--• •
•
m 352
E.
•- ♦
y 350
348
346 I
10900 10950 11000 11050 11100 11150 11200
Station(feet)
—•—TW •(MYOA/2021) WSF(MYO-4/2021) ♦ LBKF/LTOB(MYO-4/2021) ♦ RBKF/RTOB(MYO-4/2021) • STRUCTURE(MYO-4/2021)

Longitudinal Profile Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Daniels Creek Reach 3(STA 112+00 to 115+00)
356 -
354
4 AA ,' A • • • A • • •
352 • • • •A • • • • : •• A•A A• IL i I ± A A • I A
AA I • AA • A • • & AA AA A AA * A AA • 4 1 1
if
• A •
4' 350
g
.4,-;
-
> 348
2
la
'-
346
rn
I En M. i x
. . . .
344 -
11200 11250 11300 11350 11400 11450 11500
Station(feet)
—e—TW(MY0-4/2021) WSF(MY0-4/2021) • LBKF/LTOB(MY0-4/2021) • RBKF/RTOB(MY0-4/2021) • STRUCTURE(MY0-4/2021)
Daniels Creek Reach 3(STA 115+00 to 118+00)
I
352 - I
350
A , •• AA A A se........_____._._______.______.__.___,...7.,............ ......../' AA A A A AA 1 • A
----_-4---_-_- iii. A‘.: I
A• A A A
. AA
I
AA
348 ______________________________
Interne I Crossing
I
1 -• • *-----4-- .--IL.- ----------
A AA AA •• AA A .- •4' 346
AAA • I • AA•*
g
•-•
1'..7.
I I -Th
342
I I
11500 11550 11600 11650 11700 11750 11800
Station(feet)
—•—TW(MY0-4/2021) WSF(MY0-4/2021) • LBKF/LTOB(MY0-4/2021) • RBKF/RTOB(MY0-4/2021) • STRUCTURE(MY0-4/2021)

Longitudinal Profile Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Daniels Creek Reach 3(STA 118+00 to 121+00)
346 -
344 r
i ! •• 4 ••
♦ ♦ • • ♦ ♦
:::ac
0
y 338
336
334
11800 11850 11900 11950 12000 12050 12100
Station(feet)
t TW(MY0-4/2021) -WSF(MY0-4/2021) ♦ LBKF/LTOB(MY0-4/2021) • RBKF/RTOB(MY0-4/2021) • STRUCTURE(MY0-4/2021)
Daniels Creek Reach 3&4(STA 121+00 to 124+00)
342 - I
340 •• i ♦ ♦ A
♦♦ A
♦1
�y$ T r • ♦ •
338 i'---
- • r •
7 •
I • ♦ ♦ •• • ♦ • ♦
• 336
o d I +
y 334 v
,T. a s .
m a I332 �c
'en
m
330 , 1 _
12100 12150 12200 12250 12300 12350 12400
Station(feet)
TW(MY0-4/2021) WSF(MY0-4/2021) LBKF/LTOB(MY0-4/2021) ♦ RBKF/RTOB(MY0-4/2021) • STRUCTURE(MY0-4/2021)

Longitudinal Profile Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Daniels Creek Reach 4&5(STA 130+00 to 133+00)
332 - I
I 1 d
I 1 G •
330 I A n
I ♦ ♦♦ ♦♦ ♦ i 1 1 '5 I
{ M
328 ♦ ♦ ♦ ♦ • AA 0
r ♦ ♦
If . ♦ i m"
---
c
♦I ♦♦♦ 4 ♦ • ♦ ♦ •
y 324 _______________----
322
111 tc
X X
320 -
13000 13050 13100 13150 13200 13250 13300
Station(feet)
t TW(MYO-4/2021) WSF(MYO-4/2021) ♦ LBKF/LTOB(MYO-4/2021) ♦ RBKF/RTOB(MY0-4/2021) • STRUCTURE(MYO-4/2021)
Daniels Creek Reach 5(STA 133+00 to 133+91)
328 -
326 1
♦♦ ♦ : ♦ A ♦ ♦
324 ♦ • • A A • ♦ •
♦ A
A
ffi
w 322
o •
7.
y 320
it
318
n
x
316
13300 13350 13400 13450 13500 13550 13600
Station(feet)
t TW(MYO-4/2021) WSF(MYO-4/2021) ♦ LBKF/LTOB(MYO-4/2021) ♦ RBKF/RTOB(MY0-4/2021) • STRUCTURE(MYO-4/2021)

Longitudinal Profile Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Ti Reach 1(STA 200+56 to 203+50)
398 - A,A
- ......• A A A
• A
396
-..,....., • A A A
• •
A • • A •
i A • A
394
A A A • • -
•
• • A
------ ------ --- --,
• A
If
•
•
4' 392
• • A • • A
g
---- ' • • A • • •
•
•
•
A • A
> 390
'--------a- it____.• A •
•
•
03
a----zz,....,.......
388
20350
20300
20250
386 .-
20100 20150 20200 20050
Station(feet)
—•—TW(MY0-4/2021) WSF(MY0-4/2021) • STRUCTURE(MY0-4/2021)
• RBKF/RTOB(MY0-4/2021)• LBKF/LTOB(MY0-4/2021)
Ti Reach 1(STA 203+50 to 211+50)
390
I
. t
388 A AA A .
7 g I I-x
• AA •Al• A • A
A A A A
Og L" .t%
g 'F2 nt
386
11--.---4-----45---- A A A A
A • t A A A I Enhancement
I -11,•••„,......_.......
I
A A ' AA•• AA
4' 384
------ ----------- ----------------_ AA A : A • A• A A A
-----____ • A • A A A A• AA •Ai A k A A •• • -t A,_ A
I A • AA
'.A
2
AA i
--- _----------------------
380
. I I
I
.......
20600 20650
....
20550
''.
.
378
20450 20500 20400 20350
Station(feet)
• STRUCTURE(MY0-4/2021)• RBKF/RTOB(MY0-4/2021)• LBKF/LTOB(MY0-4/2021)—•—TW(MY0-4/2021) WSF(MY0-4/2021)

Longitudinal Profile Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Ti Reach 4(STA 215+17 to 218+50)
364 - u
362 •AAA A Ai A
. • 4 AAA A A A A A A I k
360 A A AA
•a' • • • • A
--•------.-.1 —
1 AS •
*----------------------------------------------__ A
•
•if ------------_
A• A •
• • •
..2 358
g =
I •
• 'i t
__ -----.,
lEE
ol
En
x
352 - —
21550 21600 21650 21700 21750 21800 21850
Station(feet)
—•—TW(MY0-4/2021) WSF(MY0-4/2021) • LBKF/LTOB(MY0-4/2021) • RBKF/RTOB(MY0-4/2021) • STRUCTURE(MY0-4/2021)
Ti Reach 4(STA 218+50 to 221+50)
357
•
AA • •
• • •
355 • A• A
• • AA •
.--------__ •
• • A • Li;
353 __
•
• A •A • • .-----
• A • A
• • •• • •
..2 351 --------------
______ _ . • • : • •
--------- -------_____ A
g
• A A• t A, -
'..7.
F, 349
347
21850 21900 21950 22000 22050 22100 22150
Station(feet)
—•—TW(MY0-4/2021) WSF(MY0-4/2021) • LBKF/LTOB(MY0-4/2021) • RBKF/RTOB(MY0-4/2021) • STRUCTURE(MY0-4/2021)

Longitudinal Profile Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Ti Reach 4(STA 221+50 to 224+50)
I
352 -
I I I
I I
I I
IInternal Crossing
350
I I
• A A A • •
•A I
2
• • •
348 • A
• • At A A
•
• • A tk A• I
342 •• ••At •
• • t • t II•
• • .
1:1 ----------1------------—------ ------- -------------- At A • te• •• •
• • •
I __________ _____________________________________ • I •
.°2 346
•
c
-2.
2
__
I1
o
.-. .
x
340
22450
x _
22400
22350 22200 22250 22300 22150
Station(feet)
•• RBKF/RTOB(MY0-4/2021) • STRUCTURE(MYO-4/2021)
• LBKF/LTOB(MYO-4/2021)•WSF(MY0-4/2021)—4---TW(MYO-4/2021)
Ti Reach 4(STA 224+50 to 227+50)
346 - I
344 —A• 4 A A •• A• • A AAA AA A
• •
-a ip,' •
342 • I
2 I
Ai • •---41
•
• • • • A
•
49 340
A• A A liAA LA AA
1 A • •
• A • •
*ill
----- _____
cT, 338
LT,
336
22650 22700 22750
334 ,
22550 22600 22500 22450
Station(feet)
•• RBKF/RTOB(MY0-4/2021) • STRUCTURE(MY0-4/2021)
LBKF/LTOB(MY0-4/2021)_WSF(MY0-4/2021)—4---TW(MYO-4/2021)

Longitudinal Profile Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T1 Reach 5(STA 227+50 to 231+00)
338 -
• •• • • M •• • • •
336 • • • •
• i
334 _______ _ •• •• •
m
Si :::
___ N r ♦ tit► ♦
ii
y _
iTi
328
326
22750 22800 22850 22900 22950 23000 23050 23100
Station(feet)
t TW(MYO-4/2021) -WSF(MYO-4/2021) • LBKF/LTOB(MYO-4/2021) • RBKF/RTOB(MYO-4/2021) • STRUCTURE(MYO-4/2021)
T1 Reach 5(STA 231+00 to 234+05)
334 -
332
• •
330 •• • • • 1.♦♦
•
• ♦• • •♦ ♦ ••
• • • • r • '• 1 ♦ ♦i
328 __ • ♦ s • •
326 A
it
-____1__
324
i1f
322
23100 23150 23200 23250 23300 23350 23400 23450
Station(feet)
t TW(MYO-4/2021) -WSF(MYO-4/2021) ♦ LBKF/LTOB(MYO-4/2021) ♦ RBKF/RTOB(MY0-4/2021) • STRUCTURE(MYO-4/2021)

Longitudinal Profile Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T2 Reach 1(STA 303+50 to 306+00)
393 - • •• :•A
391 I • ♦ A C •
• • ••
389 I
,2387 'p 1 ••• ♦ ♦
O0 c2 I t
•
y 385 ___—__-� • 4
` •• A Wetland I
383 Enhancement
381 - , I
30350 30400 30450 30500 30550 30600
Station(feet)
t TW(MYO-4/2021) WSF(MYO-4/2021) ♦ LBKF/LTOB(MYO-4/2021) ♦ RBKF/RTOB(MY0-4/2021) • STRUCTURE(MYO-4/2021)
T2 Reach 2(STA 306+00 to 308+34)
386 - I
384
♦ -
Y V • ♦ • •
382 i_e----__i__Y___ • A
♦ AA u ♦••
m 380 ______ :_ • A• A• ••y ♦•• ♦♦ ♦ ♦
w • ••
7.
y 378 F r
w
y _
m '2 I
376
ti
x
30600 30650 30700 30750 30800 30850
Station(feet)
t TW(MYO-4/2021) WSF(MYO-4/2021) ♦ LBKF/LTOB(MYO-4/2021) ♦ RBKF/RTOB(MY0-4/2021) • STRUCTURE(MYO-4/2021)

Longitudinal Profile Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T3 Reach 2(STA 406+73 to 408+50)
396 -
A ♦ •
♦ • ♦ •
394
•
r
.... 392 I •
E
m0% z I ____ ♦ ♦
AA ••
••
388 I _________________
Enhancement II
386
40650 40700 40750 40800 40850
Station(feet)
t TW(MYO-4/2021) -WSF(MYO-4/2021) • LBKF/LTOB(MYO-4/2021) • RBKF/RTOB(MYO-4/2021) • STRUCTURE(MYO-4/2021)
T3 Reach 2(STA 408+50 to 410+50)
388
♦___ P
386 r ,
r •
AA• i
...- 384 .____L - ♦
Ti •
w •
•
•
382 _
w •• •
♦ ♦• A
380 , ••
378 -
40850 40900 40950 41000 41050
Station(feet)
t TW(MYO-4/2021) -WSF(MYO-4/2021) LBKF/LTOB(MY04/2021) • RBKF/RTOB(MY04/2021) o STRUCTURE(MYO-4/2021)

Longitudinal Profile Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T3 Reach 2(STA 410+50 to 412+50)
381
IAA A I
•A .
AA •• AA AA • • • • A
•A A
379 .____
A I t 4 A • A
• • • A-AA
-•- --------- ---•--- _______ ..• •
•
• •• AA
..... 377
ail A• AA
tt
•
c
111............___A____ •
..:.2., 375
F. Internal Crossing
•-----_______
373
I I
371
, , I
' ' ,
41050 41100 41150 41200 41250
Station(feet)
—e—TW(MY0-4/2021) _WSF(MY0-4/2021) • LBKF/LTOB(MY0-4/2021) • RBKF/RTOB(MY0-4/2021) • STRUCTURE(MY0-4/2021)
T3 Reach 2(STA 412+50 to 414+50)
375
& A• AA A • •A • • • A
• • A • •
373 - ----------------------------------
• •
____ __ • A•
•
2
.„... 371
T.
. A •
4
• •• A A
— __ • • AA AA A A
..2 369
''
____ _ • A
367
365
41250 41300 41350 41400 41450
Station(feet)
—e—TW(MY0-4/2021) WSF(MY0-4/2021) LBKF/LTOB(MY04/2021) • RBKF/RTOB(MY04/2021) o STRUCTURE(MY0-4/2021)

Longitudinal Profile Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T3 Reach 2(STA 414+50 to 416+35)
369 -
367 •• Z
•
•
♦
365 ,
m
A
361 • AA ♦•
__________----
•
X X
359 - — i ,
41450 41500 41550 41600 41650
Station(feet)
t TW(MYO-4/2021) • WSF(MYO-4/2021) LBKF/LTOB(MYO-4/2021) ♦ RBKF/RTOB(MYO-4/2021) o STRUCTURE(MYO-4/2021)

Longitudinal Profile Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T4 Reach 1(STA 500+81 to 502+50)
406 - I
A
t •
404 •
• •
402 ♦ IL h •• • •
400 a .-. --- ♦ •. ♦•
1— •
j
5 •
398I i s ,
Wetland I
396 Enhancement
394 I
50050 50100 50150 50200 50250
Station(feet)
t TW(MY0-4/2021) -WSF(MY0-4/2021) ♦ LBKF/LTOB(MY0-4/2021) ♦ RBKF/RTOB(MY0-4/2021) • STRUCTURE(MY0-4/2021)
T4 Reach 1(STA 502+50 to 504+50)
400 -
•398 - i i i
4 :
---- ----- •A ♦A
396 ♦
AL 1
. • • • ♦
w 394 • ♦•
• • ♦• " r
4 l
y 392 • ? y •♦ •
TJ • LA
• !
390
388
50250 50300 50350 50400 50450
Station(feet)
t TW(MYO-4/2021) -WSF(MY0-4/2021) LBKF/LTOB(MY0-4/2021) ♦ RBKF/RTOB(MY0-4/2021) • STRUCTURE(MY0-4/2021)

Longitudinal Profile Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T4 Reach 1(STA 504+50 to 506+50)
391
M
♦1 1
Y
389 t A
AA
AA A
387 •
r//
C
m 385
c
o 383 ♦
m _______ ______ �_ r i
381
e. m I
X ' X
379 - I— .
50450 50500 50550 50600 50650
Station(feet)
tTW(MYO-4/2021) WSF(MYO-4/2021) ♦ LBKF/LTOB(MYO-4/2021) ♦ RBKF/RTOB(MYO-4/2021) • STRUCTURE(MYO-4/2021)
T4 Reach 1(STA 506+50 to 508+50)
383
! A
381 ♦ ♦
♦ ♦♦
379 ♦ A
♦ ♦
♦
y •
m 377 /, ! 1 i
c T t ♦ A.
375o
• /
it
373 —•/
371 ,
50650 50700 50750 50800 50850
Station(feet)
tTW(MYO-4/2021) WSF(MYO-4/2021) ♦ LBKF/LTOB(MYO-4/2021) ♦ RBKF/RTOB(MYO-4/2021) • STRUCTURE(MYO-4/2021)

Longitudinal Profile Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T4 Reach 1(STA 508+50 to 510+50)
377 -
• •
•
375 • a
t •A i
•
• A------.._-_
•• A •
371
.I ......... .__________4v AA
373
If
AA
AA •
.._____________............„--4IL__.________............ ....I AA •
,2 & k
g 4A A,
•
i
------- --------417-------,,A,-,
369
a,
.,
367
365 - ' ' ' ' . ' . ' I
50850 50900 50950 51000 51050
Station(feet)
—e—TW(MY0-4/2021) WSF(MY0-4/2021) • LBKF/LTOB(MY0-4/2021) • RBKF/RTOB(MY0-4/2021) • STRUCTURE(MY0-4/2021)
T4 Reach 1&Reach 2(STA 510+50 to 512+50)
371 -
I
I
A • •
• AA
AA AL
AA • ± I
__________________________________
__ ...........L__ AA
367 AA
- I A AA A
365 A A I ----_______ ___________ I A 4 • • A A
,2 • __ ---__________ •-- _______-I-- ___________________ ••
I 4\
—1 _
7. I i•--........
F, 363 Internal Crossing I
it
I I
il N
361 •S % I I 2
I to
I' 'c2 • I Q
359
51050 51100 51150 51200 51250
Station(feet)
—e—TW(MY0-4/2021) WSF(MY0-4/2021) • LBKF/LTOB(MY0-4/2021) • RBKF/RTOB(MY0-4/2021) • STRUCTURE(MY0-4/2021)

Longitudinal Profile Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T4 Reach 2(STA 512+50 to 515+00)
366 -
k•A •• & LA AL La• • LA • •• • ••
364 • •• i • a •A • AA
•
362 - _
AA A
U A•
gi AP ••
..- 360 •
g
E 358
..........1.............L.......Aic.„
iTJ
356
354 -,
51250 51300 51350 51400 51450 51500
Station(feet)
—•—TW(MYO-4/2021) _WSF(MYO-4/2021) • LBKF/LTOB(MYO-4/2021) • RBKF/RTOB(MYO-4/2021) • STRUCTURE(MYO-4/2021)
T4 Reach 2(STA 515+00 to 516+74)
359 -
•
357 I • . AA A
• A
355 •
353
C
4e..........4::r.___.____:_dz)
•
4 •• A, AA
.., k t
F., 351 -, A 4
7, •• 4
4 •• •
349 -
...,..:......_.. ....z.
347
51500 51550 51600 51650 51700 51750
Station(feet)
—•—TW(MY0-4/2021) _WSF(MY0-4/2021) • LBKF/LTOB(MY0-4/2021) • RBKF/RTOB(MY0-4/2021) • STRUCTURE(MY0-4/2021)

Longitudinal Profile Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T5 Reach 2(STA 604+35 to 606+50)
389 -
• A
. I
387 . • A.&
•
•
385 •
•
• •
•
If 12''' I •
•
•S -,1 •
..2 381 b4
g •
i 379 •
—•-
a, I
w . 2
377 Enhancement II k
375 I • •
__ •
60400 60450 60500 60550 60600 60650
Station(feet)
—•—TW(MY0-4/2021) WSF(MY0-4/2021) • LBKF/LTOB(MY0-4/2021) • RBKF/RTOB(MY0-4/2021) • STRUCTURE(MY0-4/2021)
T5 Reach 2(STA 606+50 to 608+20)
377
I
I
375 & I
•
373 A A
i • •
371 •
i •
A • • ; A A•
..2 369
g %-- --.
i 367 ,
' 365
363 I 2
1-E,
361
60650 60700 60750 60800 60850 60900
Station(feet)
—•—TW(MY0-4/2021) WSF(MY0-4/2021) • LBKF/LTOB(MY0-4/2021) • RBKF/RTOB(M YO-4/2021) • STRUCTURE(MY0-4/2021)

Longitudinal Profile Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T6 Reach 2(STA 706+30 to 708+00)
I
350 -
I
348 I
AA A • i AA • l
I A' i I •I• A I A A", AA
1 A ,LA A
-A •A• A A A A A j, A
346
344
41.6......................___„•----0,-___I
If
---
4'
PI' •
ij I Internal Crossing A • •A A •
> 342
im
340 - Enhancement II I
I rq
Q
. . . . . . .
70800
. I '
70750
338
70600 70650 70700 Station(feet)
•• RBKF/RTOB(MY0-4/2021) • STRUCTURE(MY0-4/2021)
• LBKF/LTOB(MY0-4/2021)WSF(MY0-4/2021)
_A_Tw(MY0-4/2021)
T6 Reach 2(STA 708+00 to 709+15)
346 -
344
• A •A• •• • A_
••
•• A•
A _ _
342 A •A _ A _
_
4'''--"0--1;.___.3.1•____.____.____._______e________.____________________
-4-----•—•,— - _____ •
4' 340
g
'..7.
338
336
. . '334
71000
. '
70950
. '
70900
70800 70850
Station(feet)
•• RBKF/RTOB(MY0-4/2021) • STRUCTURE(MY0-4/2021)
• LBKF/LTOB(MY0-4/2021)WSF(MY0-4/2021)
_._TW(MY0-4/2021)

Longitudinal Profile Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T7(STA 802+50 to 806+00)
390 -
388 ♦ ♦_:
♦♦ w 4 •
386
384 No Survey Data ♦ A A —♦
No Work Done _ • ♦♦
m ♦♦
w 382 ♦ ♦ r
c A
o
380 AA- / •
1 ♦♦ • •
378 s --y��_ _ __ AA
♦ Z
376
374 -
80250 80300 80350 80400 80450 80500 80550 80600
Station(feet)
t TW(MYO-4/2021) WSF(MYO-4/2021) ♦ LBKF/LTOB(MY0-4/2021) ♦ RBKF/RTOB(MYO-4/2021) • STRUCTURE(MYO-4/2021)
T7(STA 806+00 to 809+50)
378 -
376 ♦ A ♦ ♦
374 ♦ + y: ♦♦ ♦•
372 - __ AMA A, ♦ .
w 370 + ♦ •♦
368 _ _______--____♦ 4 : ♦♦♦ 4 ♦ A,w 366 ♦ ♦♦ ♦•u♦♦
41 ♦ ♦♦
364
362 1
80600 80650 80700 80750 80800 80850 80900 80950
Station(feet)
t TW(MYO-4/2021) WSF(MYO-4/2021) ♦ LBKF/LTOB(MY0-4/2021) ♦ RBKF/RTOB(MYO-4/2021) • STRUCTURE(MYO-4/2021)

Longitudinal Profile Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T7(STA 809+50 to 813+00)
368 —
1
366 1 1
4 1 1
364 -- -- • •♦•♦ M • AA
1 1
362 - •_ ♦♦ * ♦ ♦—♦
♦ AA A_
358 •♦ ♦ ••• •
356 •♦•♦ • •• r 4 i 1A h 4 y
354 N
352 - x N x
80950 81000 81050 81100 81150 81200 81250 81300
Station(feet)
t TW(MYO-4/2021) WSF(MYO-4/2021) • LBKF/LTOB(MY0-4/2021) • RBKF/RTOB(MYO-4/2021) • STRUCTURE(MYO-4/2021)

Longitudinal Profile Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T8 Reach 1(STA 901+10 to 903+00)
400 A
• A 1 • A
398 .----1 t • •
• A • • •
----41-•.-::::41._ _ __ • k
396 — r . 1
-4-----1___,___________, ______ •
..° -,g' • m i
-z-. 394 — g I A• •
10 ---- _____ ________ A
% •
• i# Ai
• 392 • •
i ' I •
> c E
1:-:---:-'1, • •
-6: I ' _________ _____ •
388 .....
I
I . . . . . .
90100 90150 90200 90250 90300
Station(feet)
—•—TW(MY0-4/2021) WSF(MY0-4/2021) • LBKF/LTOB(MY0-4/2021) • RBKF/RTOB(MY0-4/2021) • STRUCTURE(MY0-4/2021)
T8 Reach 1&Reach 2(STA 903+00 to 905+00)
390 -
I I
I
388 A
I.
86 •
3
, x
• AA / C c.,
—_______ • 'FLo .. .
---- • Di 'c2 1 i 384 _II
•
• i A A.
C ___________ •
O 382 •
_______ _______ •
'..7. •
'' 1 • • •
• •
2 380 Ai S
378 i•
376 ' ' ' ' ' ' ' ' I . ' '
90300 90350 90400 90450 90500
Station(feet)
—•—TW(MY0-4/2021) WSF(MY0-4/2021) • LBKF/LTOB(MY0-4/2021) • RBKF/RTOB(MY0-4/2021) • STRUCTURE(MY0-4/2021)

Longitudinal Profile Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T8 Reach 2(STA 905+00 to 907+00)
379 -
377
♦
375 •
♦
♦ t
▪ 373
% • • A. ' , •
____
o 371 A
•
w 369 •
367
365 -
90500 90550 90600 90650 90700
Station(feet)
t TW(MYO-4/2021) WSF(MYO-4/2021) ♦ LBKF/LTOB(MYO-4/2021) ♦ RBKF/RTOB(MY0-4/2021) • STRUCTURE(MYO-4/2021)
T8 Reach 2(STA 907+00 to 908+74)
369 -
1
i ♦♦ 4
367 '--
---------------
.... 365 •
•_____
= �---- •
• 363
i
m
361
in
N
N
X
359
90700 90750 90800 90850 90900
Station(feet)
tTW(MYO-4/2021) WSF(MYO-4/2021) ♦ LBKF/LTOB(MYO-4/2021) ♦ RBKF/RTOB(MY0-4/2021) • STRUCTURE(MYO-4/2021)

Cross-Section Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Cross-Section 1-Daniels Creek Reach 1
102+50 Riffle
368 -
367
366 1 •
', 365
v
w
364
363
0 10 20 30 40
Width(ft)
MVO(4/2021) —Bankfull Floodprone Area
Bankfull Dimensions
9.1 x-section area(ft.sq.)
15.3 width(ft)
0.6 mean depth(ft)
1.3 max depth(ft)
15.5 wetted perimeter(ft)
0.6 hydraulic radius(ft)
25.6 width-depth ratio
70.0 W flood prone area(ft)
4.6 entrenchment ratio
1.0 low bank height ratio
Survey Date: 4/2021
Field Crew: Turner Land Surveying
View Downstream

on P
Danielss-Section Creek Mitiga S
USACE Action ID No.lots SAtionW-20ite17-00998
Cr
Monitoring Year 0-2021
Cross-Section 2-Daniels Creek Reach 2
106+47 Riffle
361 -
360
359
358
357
356 -
0 10 20 30 40
Width(ft)
MYO(4/2021) —Bankfull — Floodprone Area
Bankfull Dimensions
4.5 x-section area(ft.sq.)
7.6 width(ft)
0.6 mean depth(ft)
1.0 max depth(ft)
7.9 wetted perimeter(ft) T `
0.6 hydraulic radius(ft) e'
12.8 wi dth-depth
30.0 entrenchment W flood prone arearatio (ft)
4.0 ratio
•
' x
1.0 low bank height ratio =
Survey Date: 4/2021 M"
Field Crew: Turner Land Surveying g "
View Downstream

Cross-Section Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Cross-Section 3-Daniels Creek Reach 3
114+39 Pool
352
351 - ♦ ♦ • 4,
350
0
349
348
347 ,
0 10 20 30 40
Width(ft)
MVO(4/2021) —Bankfull
Bankfull Dimensions
30.3 x-section area(ft.sq.)
20.6 width(ft) '
1.5 mean depth(ft)
3.3 max depth(ft)
22.5 wetted perimeter(ft)
1.3 hydraulic radius(ft)
14.0 width-depth ratio
•
Survey Date: 4/2021
Field Crew: Turner Land Surveying
- 4:
View Downstream

Cross-Section Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Cross-Section 4-Daniels Creek Reach 3
114+75 Riffle
352 -
351
♦ P-
350
', 349
348
347
0 10 20 30 40
Width(ft)
MVO(4/2021) —Bankfull Floodprone Area
Bankfull Dimensions
11.7 x-section area(ft.sq.)
12.6 width(ft)
0.9 mean depth(ft)
1.7 max depth(ft)
13.1 wetted perimeter(ft)
0.9 hydraulic radius(ft)
13.6 width-depth ratio
130.0 W flood prone area(ft)
10.3 entrenchment ratio
1.0 low bank height ratio
Survey Date: 4/2021 _
Field Crew: Turner Land Surveying
View Downstream

Cross-Section Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Cross-Section 5-Daniels Creek Reach 4
130+32 Riffle
331 1
330
329 •
•
'4=' 328
327
326
10 20 30 40 50
Width(ft)
MVO(4/2021) -Bankfull Floodprone Area
Bankfull Dimensions
18.2 x-section area(ft.sq.)
14.8 width(ft)
1.2 mean depth(ft)
2.1 max depth(ft)
15.5 wetted perimeter(ft)
1.2 hydraulic radius(ft)
12.1 width-depth ratio _ .
140.0 W flood prone area(ft)
9.5 entrenchment ratio
1.0 low bank height ratio
Survey Date: 4/2021
Field Crew: Turner Land Surveying
View Downstream

Cross-Section Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Cross-Section 6-Daniels Creek Reach 4
130+78 Pool
329 -
328 ' •
327
'4=, 326
v
w
325
324 ,
10 20 30 40 50
Width(ft)
MVO(4/2021) —Bankfull
Bankfull Dimensions f
27.7 x-section area(ft.sq.)
22.6 width(ft)
1.2 mean depth(ft)
3.0 max depth(ft)
23.7 wetted perimeter(ft)
1.2 hydraulic radius(ft)
18.5 width-depth ratio
Survey Date: 4/2021
Field Crew: Turner Land Surveying
View Downstream

Cross-Section Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Cross-Section 7-Daniels Creek Reach 5
133+38 Riffle
327 -
326
325
324 • • %..NN\
0
,t 323
322
• • •
321
15 25 35 45 55
Width(ft)
MVO(4/2021) —Bankfull Floodprone Area
Bankfull Dimensions
26.3 x-section area(ft.sq.) 'k ¢
17.4 width(ft)
1.5 mean depth(ft)
2.6 max depth(ft)
19.0 wetted perimeter(ft)
1.4 hydraulic radius(ft)
11.5 width-depth ratio
140.0 W flood prone area(ft)
8.1 entrenchment ratio „
1.0 low bank height ratio
Survey Date: 4/2021
Field Crew: Turner Land Surveying
View Downstream

Cross-Section Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Cross-Section 8-T1 Reach 1
202+17 Riffle
395 -
394
393
I
391
390
0 10 20 30 40
Width(ft)
MVO(4/2021) —Bankfull Floodprone Area
Bankfull Dimensions
7.8 x-section area(ft.sq.)
12.6 width(ft) }
0.6 mean depth(ft) + k
1.3 max depth(ft)
12.9 wetted perimeter(ft)
0.6 hydraulic radius(ft)
20.4 width-depth ratio e eN
33.0 W flood prone area(ft) t,
2.6 entrenchment ratio
1.0 low bank height ratio
Survey Date: 4/2021
Field Crew: Turner Land Surveying
View Downstream

Cross-Section Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Cross-Section 9-T1 Reach 4
217+31 Riffle
362 -
361
360 ~�
'4=' 359
358
357
5 15 25 35 45
Width(ft)
MVO(4/2021) -Bankfull Floodprone Area
Bankfull Dimensions
11.5 x-section area(ft.sq.)
12.3 width(ft)
0.9 mean depth(ft)
1.5 max depth(ft)
12.8 wetted perimeter(ft)
0.9 hydraulic radius(ft)
13.1 width-depth ratio
125.0 W flood prone area(ft) 1111111t
10.2 entrenchment ratio
1.0 low bank height ratio
Survey Date: 4/2021
Field Crew: Turner Land Surveying
View Downstream

Cross-Section Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Cross-Section 10-T1 Reach 4
222+32 Pool
349 -
♦
348
r
347
0
'- 346
345
344 ,
10 20 30 40 50
Width(ft)
MVO(4/2021) —Bankfull
Bankfull Dimensions
22.4 x-section area(ft.sq.)
13.9 width(ft)
1.6 mean depth(ft)
3.1 max depth(ft)
15.3 wetted perimeter(ft) •
,'
1.5 hydraulic radius(ft)
8.7 width-depth ratio
Survey Date: 4/2021
Field Crew: Turner Land Surveying
View Downstream

Cross-Section Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Cross-Section 11-T1 Reach 4
222+61 Riffle
350 -
349
348 • •
•
', 347
v
w • IN\
346
345
0 10 20 30 40
Width(ft)
MVO(4/2021) —Bankfull Floodprone Area
Bankfull Dimensions
8.8 x-section area(ft.sq.)
11.6 width(ft)
0.8 mean depth(ft)
1.2 max depth(ft) •
—
11.9 wetted perimeter(ft) _
0.7 hydraulic radius(ft) _
15.3 width-depth ratio
55.0 W flood prone area(ft)
4.8 entrenchment ratio
1.0 low bank height ratio
Survey Date: 4/2021
Field Crew: Turner Land Surveying
View Downstream

Cross-Section Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Cross-Section 12-T1 Reach 5
232+17 Riffle
331 -
330
329 % • • • • ? • 4
0
'4=' 328
327
326
0 10 20 30 40
Width(ft)
MVO(4/2021) —Bankfull Floodprone Area
Bankfull Dimensions
15.1 x-section area(ft.sq.)
14.9 width(ft)
1.0 mean depth(ft)
1.8 max depth(ft) •
—
15.4 wetted perimeter(ft) _
1.0 hydraulic radius(ft)
14.7 width-depth ratio
115.0 W flood prone area(ft)
7.7 entrenchment ratio
1.0 low bank height ratio
Survey Date: 4/2021
Field Crew: Turner Land Surveying
View Downstream

Cross-Section Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Cross-Section 13-T1 Reach 5
232+57 Pool
329 -
328
327
c
0
326
v
w
325
324 , -
5 15 25 35 45
Width(ft)
MVO(4/2021) -Bankfull
Bankfull Dimensions
32.6 x-section area(ft.sq.)
18.9 width(ft)
1.7 mean depth(ft) 1
3.6 max depth(ft)
20.8 wetted perimeter(ft) ;`
1.6 hydraulic radius(ft)
10.9 width-depth ratio
•
Survey Date: 4/2021 -
Field Crew: Turner Land Surveying e
View Downstream

Cross-Section Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Cross-Section 14-T2 Reach 2
306+52 Riffle
384 -
383 -
382
c i _ •
', 381
380
379
0 10 20 30 40
Width(ft)
MVO(4/2021) -Bankfull Floodprone Area
Bankfull Dimensions
7.0 x-section area(ft.sq.)
11.9 width(ft)
0.6 mean depth(ft)
1.1 max depth(ft)
12.1 wetted perimeter(ft)
0.6 hydraulic radius(ft)
20.1 width-depth ratio
80.0 W flood prone area(ft)
6.7 entrenchment ratio -
1.0 low bank height ratio
Survey Date: 4/2021
Field Crew: Turner Land Surveying _F
View Downstream

Cross-Section Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Cross-Section 15-T3 Reach 2
415+28 Pool
366 -
365
364
c
0
'- 363
362
361 ,
0 10 20 30 40
Width(ft)
MVO(4/2021) —Bankfull
Bankfull Dimensions
14.8 x-section area(ft.sq.)
11.2 width(ft)
1.3 mean depth(ft)
2.5 max depth(ft)
12.3 wetted perimeter(ft) R<`
1.2 hydraulic radius(ft)
8.5 width-depth ratio `
Survey Date: 4/2021
Field Crew: Turner Land Surveying
View Downstream

Cross-Section Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Cross-Section 16-T3 Reach 2
415+43 Riffle
367 -
366
365
', 364
363
362
0 10 20 30 40
Width(ft)
MVO(4/2021) -Bankfull Floodprone Area
Bankfull Dimensions
3.6 x-section area(ft.sq.)
7.5 width(ft)
0.5 mean depth(ft)
la
0.8 max depth(ft)
7.7 wetted perimeter(ft)
0.5 hydraulic radius(ft)
15.8 width-depth ratio
25.0 W flood prone area(ft)
3.3 entrenchment ratio
1.0 low bank height ratio
Survey Date: 4/2021
Field Crew: Turner Land Surveying
View Downstream

Cross-Section Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Cross-Section 17-T4 Reach 1
505+94 Pool
386 l
385
384
0
'- 383
v
w
382
381 ,
0 10 20 30 40
Width(ft)
MVO(4/2021) —Bankfull
Bankfull Dimensions
9.1 x-section area(ft.sq.) 1111.111110-
4311111411114
11.1 width(ft) M
0.8 mean depth(ft)
1.5 max depth(ft)
11.6 wetted perimeter(ft)
0.8 hydraulic radius(ft)
13.5 width-depth ratio
Survey Date: 4/2021
Field Crew: Turner Land Surveying
View Downstream

Cross-Section Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Cross-Section 18-T4 Reach 1
506+05 Riffle
386 I
385 a
384
', 383
382
381
0 10 20 30 40
Width(ft)
MVO(4/2021) -Bankfull Floodprone Area
Bankfull Dimensions
3.1 x-section area(ft.sq.)
6.4 width(ft)
0.5 mean depth(ft)
0.8 max depth(ft) _ =_
6.7 wetted perimeter(ft)
0.5 hydraulic radius(ft)
13.4 width-depth ratio ,
22.0 W flood prone area(ft)
3.4 entrenchment ratio
1.0 low bank height ratio
Survey Date: 4/2021 ,4„ ' A'
Field Crew: Turner Land Surveying
View Downstream

Cross-Section Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Cross-Section 19-T4 Reach 2
512+03 Riffle
368 -
367
366
', 365
364
363
0 10 20 30
Width(ft)
MVO(4/2021) -Bankfull Floodprone Area
Bankfull Dimensions
6.2 x-section area(ft.sq.)
10.4 width(ft)
0.6 mean depth(ft)
1.2 max depth(ft)
10.6 wetted perimeter(ft)
0.6 hydraulic radius(ft) '
17.4 width-depth ratio
130.0 W flood prone area(ft)
12.5 entrenchment ratio
1.0 low bank height ratio
Survey Date: 4/2021
Field Crew: Turner Land Surveying
View Downstream

Cross-Section Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Cross-Section 20-T5 Reach 2
606+90 Riffle
377 -
376
375
•// #
', 374
373
372
0 10 20 30 40
Width(ft)
MVO(4/2021) -Bankfull Floodprone Area
Bankfull Dimensions
2.5 x-section area(ft.sq.)
6.5 width(ft)
0.4 mean depth(ft)
0.6 max depth(ft)
6.7 wetted perimeter(ft) •
0.4 hydraulic radius(ft)
17.3 width-depth ratio sK � t "
20.0 W flood prone area(ft)
3.1 entrenchment ratio
1.0 low bank height ratio
•
Survey Date: 4/2021
Field Crew: Turner Land Surveying
View Downstream

Cross-Section Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Cross-Section 21-T6 Reach 2
706+91 Riffle
342 -
341
♦
340 �♦
'4=, 339
338
337
0 10 20 30 40
Width(ft)
MVO(4/2021) -Bankfull Floodprone Area
Bankfull Dimensions
5.5 x-section area(ft.sq.)
8.7 width(ft)
0.6 mean depth(ft)
1.4 max depth(ft)
9.4 wetted perimeter(ft)
0.6 hydraulic radius(ft)
13.9 width-depth ratio z ''
130.0 W flood prone area(ft)
14.9 entrenchment ratio
1.0 low bank height ratio
Survey Date: 4/2021
Field Crew: Turner Land Surveying
View Downstream

Cross-Section Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Cross-Section 22-T7
810+13 Riffle
365 -
364
363
', 362
361
360
5 15 25 35 45
Width(ft)
MVO(4/2021) -Bankfull Floodprone Area
Bankfull Dimensions
4.8 x-section area(ft.sq.)
8.3 width(ft)
0.6 mean depth(ft)
0.9 max depth(ft)
8.5 wetted perimeter(ft)
0.6 hydraulic radius(ft)
14.2 width-depth ratio
50.0 W flood prone area(ft)
6.1 entrenchment ratio
1.0 low bank height ratio
Survey Date: 4/2021
Field Crew: Turner Land Surveying
View Downstream

Cross-Section Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Cross-Section 23-T7
810+32 Pool
364 -
363
•
362
0
'- 361
360
359 ,
10 20 30 40 50
Width(ft)
MVO(4/2021) —Bankfull
Bankfull Dimensions
�.r
11.1 x-section area(ft.sq.)
;44
10.1 width(ft) — _
1.1 mean depth(ft)
2.0 max depth(ft)
11.1 wetted perimeter(ft)
1.0 hydraulic radius(ft)
9.2 width-depth ratio
Survey Date: 4/2021
Field Crew: Turner Land Surveying
View Downstream

Cross-Section Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Cross-Section 24-T8 Reach 1
903+16 Riffle
390 -
389 -
388
0
387
386
385
0 10 20 30 40
Width(ft)
MVO(4/2021) —Bankfull — Floodprone Area
Bankfull Dimensions
2.5 x-section area(ft.sq.)
6.2 width(ft) +.
0.4 mean depth(ft) „ ,r. wvGs
0.9 max depth(ft)
6.4 wetted perimeter(ft)
0.4 hydraulic radius(ft)
15.2 width-depth ratio
18.0 W flood prone area(ft)
2.9 entrenchment ratio
1.0 low bank height ratio
Survey Date: 4/2021
Field Crew: Turner Land Surveying
View Downstream

Cross-Section Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Cross-Section 25-T8 Reach 2
907+16 Riffle
370 -
369
368
', 367
366
365
0 10 20 30 40
Width(ft)
MVO(4/2021) —Bankfull — Floodprone Area
Bankfull Dimensions
7.6 x-section area(ft.sq.)
10.3 width(ft)
0.7 mean depth(ft) �1&1! . +
1.2 max depth(ft)
10.7 wetted perimeter(ft)
0.7 hydraulic radius(ft)14.1 width-depth ratio
40.0 W flood prone area(ft)
3.9 entrenchment ratio
1.0 low bank height ratio .=.
�
k4
•
Survey Date: 4/2021
Field Crew: Turner Land Surveying - .
View Downstream

Table 7.Cross-Section Morphology Monitoring Summary
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Daniels Creek Reach 1 Daniels Creek Reach 2 Daniels Creek Reach 4
Cross-Section 1(Riffle) Cross-Section 2(Riffle) Cross-Section 3(Pool) Cross-Section 4(Riffle) Cross-Section 5(Riffle)
MYO MY1 MY2 MY3 MY5 MY7 MYO MY1 MY2 MY3 MY5 MY7 MYO MY1 MY2 MY3 MY5 MY7 MYO MY1 MY2 MY3 MY5 MY7 MYO MY1 MY2 MY3 MY5 MY7
Bankfull Elevation(ft)-Based on AB-
366.06 358.13 351.00 350.02 328.68
Bankfull'Area
Bank Height Ratio-Based on AB
1.00 1.00 N/A 1.00 1.00
Bankfull'Area
Thalweg Elevation 364.73 357.11 347.74 348.37 326.57
LTOBZ Elevation 366.06 358.13 351.00 350.02 328.68
LTOB2 Max Depth(ft) 1.3 1.0 3.3 1.7 2.1
LTOB2 Cross Sectional Area(ft) 9.1 4.5 30.3 11.7 18.2
Daniels Creek Reach 4 Daniels Creek Reach 5 1 Reach 1
Cross-Section 6(Pool) Cross-Section 7(Riffle) Cross-Section 8(Riffle) Cross-Section 9(Riffle) Cross-Section 10(Pool)
MYO MY1 MY2 MY3 MY5 MY7 MYO MY1 MY2 MY3 MY5 MY7 MYO MY1 MY2 MY3 MY5 MY7 MYO MY1 MY2 MY3 MY5 MY7 MYO MY1 MY2 MY3 MY5 MY7
Bankfull Elevation(ft)-Based on AB-
328.01 323.86 391.73 359.12 347.55
Bankfull'Area
Bank Height Ratio-Based on AB
N/A 1.00 1.00 1.00 N/A
Bankfull'Area
Thalweg Elevation 324.98 321.28 390.43 357.58 344.49
LT0132 Elevation 328.01 323.86 391.73 359.12 347.55
LTOB2 Max Depth(ft) 3.0 2.6 1.3 1.5 3.1
LTOB2 Cross Sectional Area(ft) 27.7 26.3 7.8 11.5 22.4
Cross-Section 11(Riffle) Cross-Section 12(Riffle) Cross-Section 13(Pool) Cross-Section 14(Riffle) Cross-Section 15(Riffle)
MYO MY1 MY2 MY3 MY5 MY7 MYO MY1 MY2 MY3 MY5 MY7 MYO MY1 MY2 MY3 MY5 MY7 MYO MY1 MY2 MY3 MY5 MY7 MYO MY1 MY2 MY3 MY5 MY7
Bankfull Elevation(ft)-Based on AB-
347.35 328.76 327.96 381.62 364.09
Bankfull'Area
Bank Height Ratio-Based on AB
1.00 1.00 N/A 1.00 N/A
Bankfull'Area
Thalweg Elevation 346.14 326.98 324.34 380.51 361.61
LT0132 Elevation 347.35 328.76 327.96 381.62 364.09
LTOB2 Max Depth(ft) 1.2 1.8 3.6 1.1 2.5
LTOB2 Cross Sectional Area(ft) 8.8 15.1 32.6 7.0 14.8
'Bank Height Rat (BHR)takes the As-bulltbankful area as the bass for adustng each subsequentyears bankfull elevaton.
'MOB Nea and Max depth-These are based on the LTOB elevat on for each years survey(The same elevation used for the LTOB In the BHR calculation).Nea below the LTOB elevan on will be used and tracked for each year as above.The difference between the LTOB elevation and the thalweg elevation(same as In the
BHR calwlati on)will be recroded and tracked above as LTOB max depth.

Table 7.Cross-Section Morphology Monitoring Summary
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T3 Reach 2
Cross-Section 16(Riffle) Cross-Section 17(Pool) Cross-Section 18(Riffle) Cross-Section 19(Pool) Cross-Section 20(Pool)
MYO MY1 MY2 MY3 MY5 MY7 MYO MY1 MY2 MY3 MY5 MY7 MYO MY1 MY2 MY3 MY5 MY7 MYO MY1 MY2 MY3 MY5 MY7 MYO MY1 MY2 MY3 MY5 MY7
Bankfull Elevation(ft)-Based on AB-
363.29 383.90 383.51 365.69 373.29
Bankfull'Area
Bank Height Ratio-Based on AB
1.00 N/A 1.00 N/A N/A
Bankfull'Area
Thalweg Elevation 362.53 382.42 382.69 364.52 372.67
LT0132 Elevation 363.29 383.90 383.51 365.69 373.29
LTOB2 Max Depth(ft) 0.8 1.5 0.8 1.2 0.6
LTOB2 Cross Sectional Area(ftL) 3.6 9.1 3.1 6.2 2.5
T6 Reach 2
Cross-Section 21(Riffle) Cross-Section 22(Riffle) Cross-Section 23(Pool) Cross-Section 24(Riffle) Cross-Section 25(Riffle)
MYO MY1 MY2 MY3 MY5 MY7 MYO MY1 MY2 MY3 MY5 MY7 MYO MY1 MY2 MY3 MY5 MY7 MYO MY1 MY2 MY3 MY5 MY7 MYO MY1 MY2 MY3 MY5 MY7
Bankfull Elevation(ft)-Based on AB-
340.07 362.79 362.12 386.79 367.72
Bankfull'Area
Bank Height Ratio-Based on AB
1.00 1.00 N/A 1.00 1.00
Bankfull'Area
Thalweg Elevation 338.65 361.86 360.08 385.94 366.48
LT0132 Elevation 340.07 362.79 362.12 386.79 367.72
LTOB2 Max Depth(ft) 1.4 0.9 2.0 0.9 1.2
LTOB2 Cross Sectional Area(ftL) 5.5 4.8 11.1 2.5 7.6
'Bank Height Rat (BHR)takes the As-bulltbankful area as the bass for adustng each subsequentyears bankfull elevaton.
'MOB Nea and Max depth-These are based on the LTOB elevat on for each years survey(The same elevation used for the LTOB In the BHR calculation).Nea below the LTOB elevan on will be used and tracked for each year as above.The difference between the LTOB elevation and the thalweg elevation(same as In the
BHR calwlati on)will be recroded and tracked above as LTOB max depth.

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Daniels Creek Upper,Reachwide
Diameter(mm) Particle Count Reach Summary
Particle Class Class Percent Daniels Creek Upper,Reachwide
min max Riffle Pool Total Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 1 7 8 8 8 100 t * ~• • •
Very fine 0.062 0.125 8 90 Silt/Clay Sand >l< Gravel
Fine 0.125 0.250 10 10 10 18 80 obble 3•J der
Belle
Medium 0.25 0.50 2 11 13 13 31
Coarse 0.5 1.0 31 0 70
Very Coarse 1.0 2.0 7 10 17 17 48 i 60
a+
Very Fine 2.0 2.8 4 4 4 52 = 50
Very Fine 2.8 4.0 4 4 4 56 E 40
Fine 4.0 5.6 3 3 3 59
Fine 5.6 8.0 1 1 1 60 w 30
,..p Medium 8.0 11.0 1 1 2 2 62 a 20
60. Medium 11.0 16.0 3 3 3 65 10
Coarse 16.0 22.6 3 3 3 68 0
Coarse 22.6 32 1 1 1 69 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 1 1 1 70 Particle Class Size(mm)
Very Coarse 45 64 10 10 10 80 tMvo-o4/2021
\ \p Small 64 90 4 4 4 84
Y N, Small 90 128 8 8 8 92
®+ Large 128 180 4 4 4 96
\\ \\\O Daniels Creek Upper,Reachwide
\\\\\\\ Large 180 256 4 4 4 100
Small Individual Class Percent
256 362 100
100 -
........................................................Small 362 512 100
90
Medium 512 1024 100
-
Large/Very Large 1024 2048 100 80
BEDROCK Bedrock 2048 >2048 100 c 70 -
w
Total 50 50 100 100 100 w 60 -
a
v, 50 -
Reachwide 16
U 40 -
Channel materials(mm) Ts
'D16= 0.22 v 20
D35_ 1.18 20
D50= 2.4 c 10 -
Dom= 90.0 0 , ' ' • • • — m m — ' • , • •
D,= 165.3 O�1, �ti<0 L5 O'0 'y 1, L'b b 56 'b ,y1 yo ,L<o ,ti b5 (ob 0O LW �O 56 �ti ,y'L vb b'b ,,6
o. o_ o ti ti ti ti 3 5 ,yo ,,o bo
Dloo= 256.0
Particle Class Size(mm)
•MVO-04/2021

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Daniels Creek Lower,Reachwide
Diameter(mm) Particle Count Reach Summary
Particle Class Class Percent Daniels Creek Lower,Reachwide
min max Riffle Pool Total Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 8 8 8 8 100 A * I I I ~• • •
Very fine 0.062 0.125 13 13 13 21 90 Silt/Clay Sand >l< Gravel
Fine 0.125 0.250 9 9 9 30 80 C bbleI 3•J der Bedrock).
Medium 0.25 0.50 9 9 9 39
Coarse 0.5 1.0 4 4 4 43 0 70
Very Coarse 1.0 2.0 1 1 2 2 45 i 60
Very Fine 2.0 2.8 45 = 50
Very Fine 2.8 4.0 45 c 40
Fine 4.0 5.6 45
Fine 5.6 8.0 45 w 30
,..p Medium 8.0 11.0 2 2 2 47 a 20
Ce Medium 11.0 16.0 1 2 3 3 50 10
Coarse 16.0 22.6 2 2 4 4 54 0
Coarse 22.6 32 2 2 2 56 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 6 6 6 62 Particle Class Size(mm)
Very Coarse 45 64 12 12 12 74 tMvo-o4/2021
N Small 64 90 8 8 8 82
Y N, Small 90 128 7 7 7 89
®+ Large 128 180 7 7 7 96
O Daniels Creek Lower,Reachwide
Vv \ Large 180 256 4 4 4 100
Small Individual Class Percent
256 362 100
100 -
........................................................Small 362 512 100
90
Medium 512 1024 100
-
Large/Very Large 1024 2048 100 80
BEDROCK Bedrock 2048 >2048 100 c 70 -
w
Total 50 50 100 100 100 w 60 -
a
50 -
Reachwide 16
U 40 -
Channel materials(mm)
-
D16= 0.10 v 30
D35= 0.37 v 20
D50= 16.0 c 10
Dom= 99.5 0 - , ' ' ' • • • M ' , I I •
D,= 171.4 O�'L �ti<0 L5 O<0 ,, '1, L'b b 56 'b ,y1 yo ,L<o ,ti b5 (ob 0O �'b $O 56 �ti ,y'L vb b'b ,,6
o. o_ o ti ti ti ti 3 5 ,yo ,,, bo
D1oo= 256.0
Particle Class Size(mm)
•MVO-04/2021

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T1 Upper,Reachwide
Diameter(mm) Particle Count Reach Summary
Particle Class Class Percent T1 Upper,Reachwide
min max Riffle Pool Total Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 1 22 23 23 23 100 A * ~•
Very fine 0.062 0.125 11 11 11 34 90 Silt/ClaySand Gravel
Fine 0.125 0.250 8 8 8 42 80 obble 3•j der
Belle
Medium 0.25 0.50 1 3 4 4 46
Coarse 0.5 1.0 2 2 2 48 0 70
Very Coarse 1.0 2.0 1 1 2 2 50 i 60
Very Fine 2.0 2.8 50 m 50
Very Fine 2.8 4.0 1 1 1 51 E 40
Fine 4.0 5.6 1 1 1 52
Fine 5.6 8.0 1 1 1 53 w 30
,..p Medium 8.0 11.0 2 2 2 55 a 20
60. Medium 11.0 16.0 1 1 2 2 57 10
Coarse 16.0 22.6 1 1 1 58 0
Coarse 22.6 32 1 1 1 59 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 3 1 4 4 63 Particle Class Size(mm)
Very Coarse 45 64 10 10 10 73 10-Mvo-04/2021
NNNNNNN Small 64 90 11 11 11 84
\\\\
���� �N Small 90 128 10 1 11 11 95
® %%1 Large 128 180 4 4 4 99
\\ \\\O T1 Upper,Reachwide
Large 180 256 1 1 1 100
Small Individual Class Percent
256 362 100
100 -
........................................................Small 362 512 100
90
Medium 512 1024 100
-
Large/Very Large 1024 2048 100 80
BEDROCK Bedrock 2048 >2048 100 c 70 -
w
Total 50 50 100 100 100 w 60 -
a
0 50 -
Reachwide 16
U 40
Channel materials(mm)
-
D16= Silt/Clay v 30
D35= 0.14 v 20
D50= 2.0 10
Dom= 90.0 0 _ 'IN IIN MIIIM
D95= 128.0 0�1' ti1% ti5 o% ti ti 1% a 56 % titi yo ti% 3ti a5 �° oo ti$ cb0 56 <cti titi tia k�e 46
o. O.
o ti ti ti ti 3 5 do do 0
Dloo= 256.0
Particle Class Size(mm)
•MVO-04/2021

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T1 Lower,Reachwide
Diameter(mm) Particle Count Reach Summary
Particle Class Class Percent T1 Lower,Reachwide
min max Riffle Pool Total Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 12 12 12 12 100 A * III �• 0--• • •
Very fine 0.062 0.125 11 11 11 23 90 SiIt/Clay Sand Gravel //,r
Fine 0.125 0.250 7 7 7 30 80 C bble 34,J der
Belle
Medium 0.25 0.50 6 6 6 36
Coarse 0.5 1.0 6 6 6 42 0 70
Very Coarse 1.0 2.0 3 3 3 45 i 60
Very Fine 2.0 2.8 1 1 1 46 550
Very Fine 2.8 4.0 46 c 40 • • • •
Fine 4.0 5.6 46
Fine 5.6 8.0 46 w 30
.40' Medium 8.0 11.0 46 a 20
60. Medium 11.0 16.0 4 4 4 50 10
Coarse 16.0 22.6 1 4 5 5 55 0
Coarse 22.6 32 2 4 6 6 61 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 6 2 8 8 69 Particle Class Size(mm)
Very Coarse 45 64 5 5 5 74 tMvo-o4/2021
NNNNNNN Small 64 90 8 8 8 82
\\\\
�� �N Small 90 128 8 8 8 90
® \\O Large 128 180 6 6 6 96
\\ \\\O T1 Lower,Reachwide
Large 180 256 3 3 3 99
Small Individual Class Percent
256 362 1 1 1 100
100 -
........................................................Small 362 512 100
90
Medium 512 1024 100
-
Large/Very Large 1024 2048 100 80
BEDROCK Bedrock 2048 >2048 100 c 70 -
w
Total 40 60 100 100 100 w 60 -
a
0 50 -
Reachwide 16
U 40 -
Channel materials(mm) Ts
' 30
D16= 0.08 v
D35= 0.45 v 20 -
D50= 16.0 - 10
D84= 98.3 0 - ' ' I . . M E M ' • ' '
D95= 170.1 o�ti titi5 ti5 oy ti ti 1, a 56 % titi yo ti% 3ti a5 �° oo ti$ cb0 56 �ti titi tia k�e 46
o. O.
o 1. ti ti ti 3 5 do do 0
Dloo= 362.0
Particle Class Size(mm)
•MVO-04/2021

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T2,Reachwide
Diameter(mm) Particle Count Reach Summary
Particle Class Class Percent T2,Reachwide
min max Riffle Pool Total Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 4 8 12 12 12 100 t SiIVCIay * Sand 1�' •-• ~• • •
Very fine 0.062 0.125 1 2 3 3 15 90 Gravel
Cobble >I< ►
Fine 0.125 0.250 3 7 10 10 25 80 I I 3•�der Bedrock_
Medium 0.25 0.50 2 10 12 12 37
Coarse 0.5 1.0 1 7 8 8 45 0 70
Very Coarse 1.0 2.0 1 3 4 4 49 i 60
Very Fine 2.0 2.8 1 1 1 50 g▪ 50
Very Fine 2.8 4.0 1 1 1 51 E• 40
Fine 4.0 5.6 51
Fine 5.6 8.0 1 1 1 52 w 30
,..p Medium 8.0 11.0 1 1 1 53 a 20
60. Medium 11.0 16.0 2 1 3 3 56 10
Coarse 16.0 22.6 7 2 9 9 65 0
Coarse 22.6 32 4 2 6 6 71 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 7 3 10 10 81 Particle Class Size(mm)
Very Coarse 45 64 7 7 7 88 10-Mvo-04/2021
NNNNNNN Small 64 90 3 1 4 4 92
\\\\
�� �N Small 90 128 4 2 6 6 98
® %%1 Large 128 180 1 1 1 99
\\ \\\O T2,Reachwide
Large 180 256 1 1 1 100
Small Individual Class Percent
256 362 100
100 -
........................................................Small 362 512 100
90
Medium 512 1024 100
-
Large/Very Large 1024 2048 100 80
BEDROCK Bedrock 2048 >2048 100 c 70 -
w
Total 50 50 100 100 100 w 60 -
a
0 50 -
Reachwide 16
U 40 -
Channel materials(mm)
D16= 0.13 v 30
Das= 0.45 v 20
Dso= 2.8 • 10
Da,= 52.3 0 - ' III ' ' ,
D9s= 107.3 O�ti �1% .L5 o% '' '1' ,L'b b 56 'b y1 '(9 1,% "iti b5 �b ,,O LW cbO 56 <cti 1' I?' k'b 46
o. O.
o ti ti ti ti 3 5 do do 0
D1oo= 256.0
Particle Class Size(mm)
•MVO-04/2021

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T3,Reachwide
Diameter(mm) Particle Count Reach Summary
Particle Class Class Percent T3,Reachwide
min max Riffle Pool Total Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 1 11 12 12 12 100 A 1 1 * I I III • - • • •
Very fine 0.062 0.125 3 3 3 15 90 SI It/CIay Sand Gravel
Fine 0.125 0.250 1 6 7 7 22 80 %bIeI Boulder >l<Bedrock
Medium 0.25 0.50 7 7 7 29
Coarse 0.5 1.0 2 2 2 31 0 70
Very Coarse 1.0 2.0 4 4 8 8 39 i 60
IP
Very Fine 2.0 2.8 4 4 4 43 m 50
Very Fine 2.8 4.0 2 2 2 45 E 40
Fine 4.0 5.6 45
Fine 5.6 8.0 2 2 2 47 w 30
,..p Medium 8.0 11.0 1 1 2 2 49 a 20
GQP Medium 11.0 16.0 2 1 3 3 52 10
Coarse 16.0 22.6 6 2 8 8 60 0
Coarse 22.6 32 6 2 8 8 68 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 6 2 8 8 76 Particle Class Size(mm)
Very Coarse 45 64 6 1 7 7 83 tMvo-o4/2021
NNNNNNN Small 64 90 7 7 7 90
\\\\
�� �N Small 90 128 5 5 5 95
® %%1 Large 128 180 4 4 4 99
\\ \\\O T3,Reachwide
Large 180 256 1 1 1 100
Small Individual Class Percent
256 362 100
100 -
........................................................Small 362 512 100
90
Medium 512 1024 100
-
Large/Very Large 1024 2048 100 80
BEDROCK Bedrock 2048 >2048 100 c 70 -
w
Total 50 50 100 100 100 w 60 -
a
50 -
Reachwide 16
U 40 -
Channel materials(mm)
D16= 0.14 I
30 20 -
D50= 12.5 10
Dom= 67.2 0 - ' • I I ' • • ' ' ' 1 1 • •
D95= 128.0 ofoti titi5 ti5 c% ti ti 1% a 56 % titi y(9 ti9 3ti a5 �° �o ti$ 40 56 �ti titi tia k�e 46
o. o_ o 1. ti ti ti 3 5 do do �o
D1oo= 256.0
Particle Class Size(mm)
•MVO-04/2021

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T4,Reachwide
Diameter(mm) Particle Count Reach Summary
Particle Class Class Percent T4,Reachwide
min max Riffle Pool Total Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 1 7 8 8 8 100 A * /'~� ~• S •
Very fine 0.062 0.125 1 1 1 9 90 SiIVCIay Sand Gravel I �/
Fine 0.125 0.250 3 3 3 12 80 C•bble 3.J der
Belle
Medium 0.25 0.50 8 8 8 20
Coarse 0.5 1.0 10 10 10 30 0 70
Very Coarse 1.0 2.0 9 9 9 39 i 60
a+
Very Fine 2.0 2.8 4 4 4 43 m 50
Very Fine 2.8 4.0 1 3 4 4 47 E• 40
Fine 4.0 5.6 2 2 2 49
Fine 5.6 8.0 3 3 3 52 w 30
,..p Medium 8.0 11.0 1 1 1 53 a 20
60. Medium 11.0 16.0 2 2 2 55 10
Coarse 16.0 22.6 1 1 2 2 57 0
Coarse 22.6 32 1 4 5 5 62 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 6 2 8 8 70 Particle Class Size(mm)
Very Coarse 45 64 5 1 6 6 76 10-Mvo-04/2021
NNNNNNN Small 64 90 5 5 5 81
\\
\�< \\\� Small 90 128 10 10 10 91
® %%1 Large 128 180 7 7 7 98
\\ \\\O T4,Reachwide
Large 180 256 2 2 2 100
Small Individual Class Percent
256 362 100
100 -
........................................................Small 362 512 100
90
Medium 512 1024 100
-
Large/Very Large 1024 2048 100 80
BEDROCK Bedrock 2048 >2048 100 c 70 -
w
Total 40 60 100 100 100 w 60 -
a
v, 50 -
Reachwide 16
U 40
Channel materials(mm)
-
D16= 0.35 v 30
D3s= 1.47 v 20
Dso= 6.3 c 10 -
D50= 1 .3 0 - , - • , ' ' E N m - mNIMMII
D9s= 155.5 0�1' ti1% ti5 o% ti ti 1% a 56 % titi yo ti% 3ti a5 �° oo ti$ cb0 56 <cti titi tia k�e 46
o. O.
o ti ti ti ti 3 5 do do 0
D1oo= 256.0
Particle Class Size(mm)
•MVO-04/2021

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T5,Reachwide
Diameter(mm) Particle Count Reach Summary
Particle Class Class Percent T5,Reachwide
min max Riffle Pool Total Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 1 12 13 13 13 100 t * �,.• 0--• • •
Very fine 0.062 0.125 5 5 5 18 90 SiIVCIay Sarid Gravel /~"
Cobble Nr
Fine 0.125 0.250 5 5 5 23 80 P I 3•J der E ►Bedrock_
Medium 0.25 0.50 10 10 10 33
Coarse 0.5 1.0 10 10 10 43 0 70
Very Coarse 1.0 2.0 9 9 9 52 i 60
Very Fine 2.0 2.8 2 2 2 54 g▪ 50
Very Fine 2.8 4.0 2 2 2 56 E• 40
Fine 4.0 5.6 2 2 2 58
Fine 5.6 8.0 3 3 3 61 w 30
,..p Medium 8.0 11.0 61 a 20
60. Medium 11.0 16.0 4 4 4 65 10
Coarse 16.0 22.6 1 2 3 3 68 0
Coarse 22.6 32 1 2 3 3 71 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 3 1 4 4 75 Particle Class Size(mm)
Very Coarse 45 64 7 7 7 82 tMvo-o4/2021
NNNNNNN Small 64 90 4 1 5 5 87
\\\\
�� �N Small 90 128 5 5 5 92
®+ %%1 Large 128 180 4 4 4 96
\\ \\\O T5,Reachwide
Large 180 256 2 2 2 98
Small Individual Class Percent
256 362 2 2 2 100
100 -
........................................................Small 362 512 100
90
Medium 512 1024 100
-
Large/Very Large 1024 2048 100 80
BEDROCK Bedrock 2048 >2048 100 c 70 -
w
Total 30 70 100 100 100 w 60 -
a
0 50 -
Reachwide 16
U 40 -
Channel materials(mm) Ts
D16= 0.09 v' 30
D35- 0.57 4 20 -
D50- 1.7 • 10
Da,= 73.4
D95= 165.3 O<0'1' �1% .L5 0% y '1' ,L'b b 56 'b y1 '(9 1,% "iti b5 �b ,,O LW cbO 56 �ti 1' I?' k'b 46
o. O.
o 1. ti ti ti 3 5 do do 0
Dloo= 362.0
Particle Class Size(mm)
•MVO-04/2021

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T6,Reachwide
Diameter(mm) Particle Count Reach Summary
Particle Class Class Percent T6,Reachwide
min max Riffle Pool Total Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 10 10 10 10 100 t *Very fine 0.062 0.125 2 2 2 12 90 SilClaySand ravel h' c/( 3•J der
Be lle
Medium 0.25 0.50 4 4 4 21
Coarse 0.5 1.0 5 5 5 26 0 70
Very Coarse 1.0 2.0 5 5 5 31 i 60
Very Fine 2.0 2.8 2 2 2 33 m▪ 50
Very Fine 2.8 4.0 2 2 2 35 E• 40
Fine 4.0 5.6 2 2 2 37
Fine 5.6 8.0 2 2 2 39 w 30
,..p Medium 8.0 11.0 2 2 2 41 a 20
60. Medium 11.0 16.0 41 10
Coarse 16.0 22.6 1 2 3 3 44 0
Coarse 22.6 32 1 1 2 2 46 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 9 2 11 11 57 Particle Class Size(mm)
Very Coarse 45 64 9 9 9 66 10-Mvo-04/2021
NNNNNNN Small 64 90 7 2 9 9 75
\\\\
�� �N Small 90 128 9 1 10 10 85
®+ %%1 Large 128 180 6 1 7 7 92
\\ \\\O T6,Reachwide
Large 180 256 5 5 5 97
Small Individual Class Percent
256 362 3 3 3 100
100 -
........................................................Small 362 512 100
90
Medium 512 1024 100
-
Large/Very Large 1024 2048 100 80
BEDROCK Bedrock 2048 >2048 100 c 70 -
w
Total 50 50 100 100 100 w 60 -
a
0 50 -
Reachwide 16
U 40
Channel materials(mm) Ts
D16= 0.22 v' 30
Das= 4.00 v 20 -
D50= 36.2 • 10
Dom= 123.6 0 - ' • • • • m ' ' ' ' l • •
D95= 222.4 o�ti tit% ti5 oy ti ti 1% a 56 % titi yo ti% 3ti a5 �° oo ti$ cb0 56 �ti titi tia k�e 46
o. O.
o ti ti ti ti 3 5 do do 0
Dloo= 362.0
Particle Class Size(mm)
•MVO-04/2021

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T7,Reachwide
Diameter(mm) Particle Count Reach Summary
Particle Class Class Percent T7,Reachwide
min max Riffle Pool Total Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 4 12 16 16 16 100 A * I I I III � ~ •-• • •
Very fine 0.062 0.125 2 11 13 13 29 90 Silt/Clay Sand Gravel
Fine 0.125 0.250 8 8 8 37 80 Cobble 3•J der
Belle
Medium 0.25 0.50 4 2 6 6 43
Coarse 0.5 1.0 10 10 10 53 0 70
Very Coarse 1.0 2.0 2 2 2 55 i 60
a+
Very Fine 2.0 2.8 2 1 3 3 58 g 50
Very Fine 2.8 4.0 1 1 1 59 E• 40
Fine 4.0 5.6 1 1 1 60
Fine 5.6 8.0 1 2 3 3 63 w 30
.40' Medium 8.0 11.0 1 1 1 64 a 20
60. Medium 11.0 16.0 1 1 1 65 10
Coarse 16.0 22.6 2 2 2 67 0
Coarse 22.6 32 10 1 11 11 78 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 11 1 12 12 90 Particle Class Size(mm)
Very Coarse 45 64 3 3 3 93 10-Mvo-04/2021
NNNNNNN Small 64 90 2 2 2 95
\\\\
�� �N Small 90 128 3 3 3 98
®+ %%1 Large 128 180 2 2 2 100
\\ \\\O T7,Reachwide
Large 180 256 100
Small Individual Class Percent
256 362 100
100 -
........................................................Small 362 512 100
90
Medium 512 1024 100
-
Large/Very Large 1024 2048 100 80
BEDROCK Bedrock 2048 >2048 100 c 70 -
w
Total 50 50 100 100 100 w 60 -
a
0 50 -
Reachwide 16
U 40 -
Channel materials(mm)
-
D16= Silt/Clay v 30
D35- 0.21 20 -
Dso- 0.8 10 I I 1 . 1 - - - 1 I • •
D84= 37.9 0
D95= 90.0 O0ti �ti5 .L5 0% '' '1' ,L'b b 56 'b y1 '(9 1,9 "2ti b5 �b .9 LW cbO 56 0ti 1' ,tib k'b 46
o. O.
o ti ti ti ti 3 5 do do 0
Dloo= 180.0
Particle Class Size(mm)
•MVO-04/2021

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T8,Reachwide
Diameter(mm) Particle Count Reach Summary
Particle Class Class Percent T8,Reachwide
min max Riffle Pool Total Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 1 12 13 13 13 100 A * il r ~•
Very fine 0.062 0.125 13 90 SiIVCIay Sand Gravel
bble >I( )
Fine 0.125 0.250 1 1 1 14 80 I I 3•J der Bedrock_
Medium 0.25 0.50 8 8 8 22
Coarse 0.5 1.0 10 10 10 32 0 70
Very Coarse 1.0 2.0 3 4 7 7 39 i 60
Very Fine 2.0 2.8 39 m▪ 50
Very Fine 2.8 4.0 3 3 3 42 E• 40
Fine 4.0 5.6 2 2 2 44
Fine 5.6 8.0 1 3 4 4 48 w 30
,..p Medium 8.0 11.0 2 2 2 50 a 20
60. Medium 11.0 16.0 3 4 7 7 57 10 • •
Coarse 16.0 22.6 5 1 6 6 63 0
Coarse 22.6 32 2 1 3 3 66 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 5 5 5 71 Particle Class Size(mm)
Very Coarse 45 64 7 7 7 78 10-Mvo-04/2021
NNNNNNN Small 64 90 7 7 7 85
\\\\
���� �N Small 90 128 10 1 11 11 96
®+ %%1 Large 128 180 2 2 2 98
\\ \\\O T8,Reachwide
Large 180 256 2 2 2 100
Small Individual Class Percent
256 362 100
100 -
........................................................Small 362 512 100
90
Medium 512 1024 100
-
Large/Very Large 1024 2048 100 80
BEDROCK Bedrock 2048 >2048 100 c 70 -
w
Total 50 50 100 100 100 w 60 -
a
0 50 -
Reachwide 16
U 40
Channel materials(mm)
D16= 0.30 v 30
Das= 1.35 v 20 -
D50= 11.0 E 10
' III II . 1 1 '
Dom= 85.7
D95= 124.0 O<0'1' �1% .L5 0% y '1' ,L'b b 56 'b y1 '(9 1,% "iti b5 �b ,,O LW cbO 56 �ti 1' I?' k'b 46
o. O.
o ti ti ti ti 3 5 do do 0
D1oo= 256.0
Particle Class Size(mm)
•MVO-04/2021

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Daniels Creek R1,Cross-Section 1
Diameter(mm) Summary
Particle Class Riffle 100-Count Class Percent Daniels Creek R1,Cross-Section 1
min max Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 2 2 2 100 4 I I I ter•—• • • • •
Very fine 0.062 0.125 2 90 SiItlClay card Gravel >114
Cobble
Sou der BedrockNrE
Fine 0.125 0.250 4 4 6 80
Medium 0.25 0.50 6
Coarse 0.5 1.0 6 0 70
Very Coarse 1.0 2.0 3 3 9 60
Very Fine 2.0 2.8 1 1 10 i 50
Very Fine 2.8 4.0 10 E 40
Fine 4.0 5.6 1 1 11 u
Fine 5.6 8.0 4 4 15
30
a)
u
JF� Medium 8.0 11.0 2 2 17 o.
a 20
e Medium 11.0 16.0 1 1 18 10
Coarse 16.0 22.6 14 14 32 •
0
Coarse 22.6 32 11 11 43 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 8 8 51 Particle Class Size(mm)
Very Coarse 45 64 9 9 60
t MVO-04/2021
0 L1 Small 64 90 14 14 74
��' Small 90 128 14 14 88
V° 0
vkky0 Large 128 180 11 11 99
Large 180 256 1 1 100 Daniels Creek R1,Cross-Section 1
Individual Class Percent
l Small 256 362 100
100
l Small 362 512 100
90
Medium 512 1024 100
80
ILar e Ver Lar e 1024 2048 100
g Y g
sumo( Bedrock 2048 >2048 100 c 70
w
Total 100 100 100 y 60
a
,n 50
Cross-Section 1 '-°
v 40
Channel materials(mm)
3 30
D16= 9.38 -o
D35= 24.85 v 20
c 10
D50= 43.1 1 1 1 1
D94= 115.7 0
D95= 159.0 o�L yyh ,Lh oh '. '1, ,L'b a h? 4, ,1 ,y<o ti� ,�'L p5 yb c,o ,ti4, q0 5� ,ti y'L ,yb bccb 40
o* o* o ti ti ti ti 3 h do ,yo �o
D1oo= 256.0
Particle Class Size(mm)
•MVO-04/2021

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Daniels Creek R2,Cross-Section 2
Diameter(mm) Summary
Particle Class Riffle 100-Count Class Percent Daniels Creek R2,Cross-Section 2
min max Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 0 100 4 1 1 1 I I 1 • • • •
Very fine 0.062 0.125 0 90 Silt/Clay card
Fine 0.125 0.250 0 Gravel Cobble
Sou filer BeNrE
80 Brock
Medium 0.25 0.50 1 1 1
Coarse 0.5 1.0 1 0 70
Very Coarse 1.0 2.0 1 1 2 i 60
Very Fine 2.0 2.8 2 = 50
Very Fine 2.8 4.0 1 1 3 = 40
Fine 4.0 5.6 1 1 4
il )14
Fine 5.6 8.0 2 2 6
• 30
a)
u
sp Medium 8.0 11.0 5 5 11 a 20
e Medium 11.0 16.0 6 6 17 10
Coarse 16.0 22.6 8 8 25 0 •—• • • •
Coarse 22.6 32 12 12 37 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 14 14 51 Particle Class Size(mm)
Very Coarse 45 64 18 18 69
t MVO-04/2021
Small 64 90 15 15 84
O\ Small 90 128 7 7 91
N 0
0 Large 128 180 6 6 97
Large 180 256 3 3 100 Daniels Creek R2,Cross-Section 2 NNNNONONONON
Individual Class Percent
l Small 256 362 100
100
l Small 362 512 100
90
Medium 512 1024 100
80
ILar e Ver Lar e 1024 2048 100
g Y g
SELL C Bedrock 2048 >2048 100 0,▪ 70
w
Total 100 100 100 y 60
a
,n 50
Cross-Section 2 ..,
40
Channel materials(mm)
3 30
D16= 15.03 -
D35= 30.20 v 20
- 10
Dso= 43.9 ■ 1 , 1 I I ,
D94= 90.0 0 —
D95= 160.7 o<01' yyh ob oh '' L L'b a h(P w ,1 ,yo,0,(.3 ',;1' p5 yb cO titi> tiq0 ti3 30 hyL do,yb ob``b o
°
o- o.
D1oo= 256.0
Particle Class Size(mm)
•MVO-04/2021

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Daniels Creek R3,Cross-Section 4
Diameter(mm) Summary
Particle Class Riffle 100-Count Class Percent Daniels Creek R3,Cross-Section 4
min max Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 0 100 I �•--• • •
Very fine 0.062 0.125 0 90 Silt/Clay card Gravel Yk .Sr
Cobble 1
Fine 0.125 0.250 0 80 1 131)1q41er Bedrock
Medium 0.25 0.50 0
Coarse 0.5 1.0 0 0 70
Very Coarse 1.0 2.0 3 3 3 i 60
IP
Very Fine 2.0 2.8 3 3 50
Very Fine 2.8 4.0 3 E 40
Fine 4.0 5.6 3
Fine 5.6 8.0 3
• 30
a)
u
�op Medium 8.0 11.0 3 a 20
��(" Medium 11.0 16.0 1 1 4 10
Coarse 16.0 22.6 5 5 9 s_•/• • • • •
0 •—• *-
Coarse 22.6 32 4 4 13 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 12 12 25 Particle Class Size(mm)
Very Coarse 45 64 13 13 38
t MVO-04/2021
Small 64 90 14 14 52
L1
0\° ,\' Small 90 128 15 15 67
\° 0
0 Large 128 180 22 22 89
Large 180 256 7 7 96 Daniels Creek R3,Cross-Section 4 NNNNONONONON
Individual Class Percent
l Small 256 362 2 2 98
100
l Small 362 512 2 2 100
90
Medium 512 1024 100
80
ILar e Ver Lar e 1024 2048 100
g Y g
SELL C Bedrock 2048 >2048 100 0,▪ 70
w
Total 100 100 100 y 60
a
,n 50
Cross-Section 4 ..,
40
Channel materials(mm)
3 30
D16= 34.85 -
D35= 59.00 > 20
10 ■ ■ 1 1 1 1 I
Dso= 85.7
D84= 166.6 0
•
D95= 243.4 o<0'L ,14,) by oh '' 'b'L ,L a h(P w ' ' ,y�o , �'L 10 yb cO ti4> q0 5� �ti y'L ,y � �
O. o o '1,CP , 1 1 'L "� h ,0b.yoW �
�O
D1oo= 512.0
Particle Class Size(mm)
•MVO-04/2021

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Daniels Creek R4,Cross-Section 5
Diameter(mm) Summary
Particle Class Riffle 100-Count Class Percent Daniels Creek R4,Cross-Section 5
min max Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 5 5 5 100 4 1 1 1 I I II • • • •
Very fine 0.062 0.125 5 90 SiItlClay card Gravel Yk
Cobble
Fine 0.125 0.250 5 80 I 13pr'4ler Bedrock
Medium 0.25 0.50 5
Coarse 0.5 1.0 2 2 7 0 70
Very Coarse 1.0 2.0 7 i 60
IP
Very Fine 2.0 2.8 7 3 50
Very Fine 2.8 4.0 7 E 40
Fine 4.0 5.6 7
Fine 5.6 8.0 7
• 30
a)
'a'�ot>' Medium 8.0 11.0 7 a 20
��(" Medium 11.0 16.0 2 2 9 10 _ •
Coarse 16.0 22.6 3 3 12 • • •
0
Coarse 22.6 32 6 6 18 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 12 12 30 Particle Class Size(mm)
Very Coarse 45 64 13 13 43
t MVO-04/2021
Small 64 90 24 24 67
O\ Small 90 128 8 8 75
• ��
0\° 0
0 Large 128 180 12 12 87
Large 180 256 10 10 97 Daniels Creek R4,Cross-Section 5 NNNNONONONON
Individual Class Percent
l Small 256 362 2 2 99
100
l Small 362 512 1 1 100
90
Medium 512 1024 100
80
ILar e Ver Lar e 1024 2048 100
g Y g
SELL C Bedrock 2048 >2048 100 0,▪ 70
w
Total 100 100 100 y 60
a
,n 50
Cross-Section 5 ..,
40
Channel materials(mm)
3 30
D16= 28.50 -
D35= 51.53 v 20
E 10
Dso= 70.7 ■ 1 1 , 1 1
D94= 165.3 0
D95= 238.6 o<0'L yyh by oh '' 'b'L ,1 a h(P w ' ' ,y�o 1,CP ,�'1 p5 yb cO 14 q0 � y'L 1b 1<cb �
�oa
O. O.
o 1. ti ti ti5 3,ti h do, 10
Dim= 512.0
Particle Class Size(mm)
•MVO-04/2021

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
Daniels Creek R5,Cross-Section 7
Diameter(mm) Summary
Particle Class Riffle 100-Count Class Percent Daniels Creek R5,Cross-Section 7
min max Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 0 100 4 I I I I • •
Very fine 0.062 0.125 0 90 SiItlClay card Gravel Yk
Cobble
Fine 0.125 0.250 0 80 13QY'41er Bedrock_
Medium 0.25 0.50 0
Coarse 0.5 1.0 0 0 70
Very Coarse 1.0 2.0 0 i 60
IP
Very Fine 2.0 2.8 0 3 50
Very Fine 2.8 4.0 0 E 40
Fine 4.0 5.6 0 u
Fine 5.6 8.0 0
• 30
a)
u
�oJF� Medium 8.0 11.0 0 o.
a 20
0�(" Medium 11.0 16.0 1 1 1 10
Coarse 16.0 22.6 2 2 3 0 • _ - •
Coarse 22.6 32 7 7 10 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 12 12 22 Particle Class Size(mm)
Very Coarse 45 64 16 16 38
t MVO-04/2021
Small 64 90 16 16 54
\° ,\' Small 90 128 10 10 64
N 0
0 Large 128 180 13 13 77
Large 180 256 11 11 88 Daniels Creek R5,Cross-Section 7 NNNNONONONON
Individual Class Percent
l Small 256 362 9 9 97
100
l Small 362 512 2 2 99
90
Medium 512 1024 1 1 100
80
ILar e Ver Lar e 1024 2048 100
g Y g
sumo( Bedrock 2048 >2048 100 c 70
w
Total 100 100 100 y 60
a
,n 50
Cross-Section 7 ..,
40
Channel materials(mm)
o 30
D16= 37.95 -
D35= 59.91 v 20
Dso= 82.6 - 10 1 1 1 1 1 1
D94= 225.2 0 D95= 335.2 o<0'L yyh by oh '' 'b'L ,1 a h(P w ' ' ti3 ,1(P ,,'L 10 co'''' 0O q) 5� ,ti y'L 1b W �
O. O. o '1, 'vb 1 '1 "� h ,0, .10bc �O0
D1oo= 1024.0
Particle Class Size(mm)
•MVO-04/2021

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T1 R1,Cross-Section 8
Diameter(mm) Summary
Particle Class Riffle 100-Count Class Percent T1 R1,Cross-Section 8
min max Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 2 2 2 100 4 I I I • • • •
Very fine 0.062 0.125 2 90 SiItlClay card Gravel )ikCobble
Sou der BedrockNrE
Fine 0.125 0.250 2 80
Medium 0.25 0.50 1 1 3
Coarse 0.5 1.0 3 0 70
Very Coarse 1.0 2.0 2 2 5 i 60
Very Fine 2.0 2.8 2 2 7 = 50
Very Fine 2.8 4.0 1 1 8 E 40
Fine 4.0 5.6 2 2 10 u
—•--G•J
Fine 5.6 8.0 3 3 13
30
a)
u
JF� Medium 8.0 11.0 5 5 18 o.
a 20
e Medium 11.0 16.0 3 3 21 10
Coarse 16.0 22.6 4 4 25 0 • • •-
Coarse 22.6 32 7 7 32 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 12 12 44 Particle Class Size(mm)
Very Coarse 45 64 15 15 59
t MVO-04/2021
0\° Small 64 90 13 13 72
0� Small 90 128 14 14 86
N 0
0 Large 128 180 11 11 97
\\\\`Large 180 256 3 3 100 Ti R1,Cross Section 8
Individual Class Percent
l Small 256 362 100
100
l Small 362 512 100
90
Medium 512 1024 100
80
ILar e Ver Lar e 1024 2048 100
g Y g
sumo( Bedrock 2048 >2048 100 c 70
0,
Total 100 100 100 y 60
a
,n 50
Cross-Section 8 '-°
v 40
Channel materials(mm)
3 30
D16= 9.68 -
D35= 34.85 v 20
Dso= 51.8 E 10 ■ ■ ■ ■ 1 1 1 1 1
D94= 121.7 0 — •
D95= 169.2 o<01' yyh ob oh '' L L'b a h(P w ,1 yo,0,(.3 ',;1' p5 yb cO titi> tiqO ti3 30 hyL do,yb o)<`b o
°
o- o.
D1oo= 256.0
Particle Class Size(mm)
•MVO-04/2021

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T1 R4,Cross-Section 9
Diameter(mm) Summary
Particle Class Riffle 100-Count Class Percent T1 R4,Cross-Section 9
min max Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 3 3 3 100 4 1 1 1 I I I I • • • •
Very fine 0.062 0.125 3 90 SiItlClay card Gravel Yk rim
Cobble 1
Fine 0.125 0.250 3 80 �pr'4ler Bedrock
Medium 0.25 0.50 1 1 4
............____........a...........i/
Coarse 0.5 1.0 2 2 6 0 70
Very Coarse 1.0 2.0 1 1 7 i 60
IP
Very Fine 2.0 2.8 1 1 8 3 50
Very Fine 2.8 4.0 3 3 11 E 40
Fine 4.0 5.6 1 1 12
Fine 5.6 8.0 2 2 14
• 30
a)
'a'4>' Medium 8.0 11.0 3 3 17 a 20
��(" Medium 11.0 16.0 7 7 24 10
Coarse 16.0 22.6 7 7 31 0 p • •
Coarse 22.6 32 10 10 41 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 7 7 48 Particle Class Size(mm)
Very Coarse 45 64 16 16 64
t MVO-04/2021
Small 64 90 6 6 70
O\ Small 90 128 9 9 79
N 0
0 Large 128 180 13 13 92
\\\\`Large 180 256 5 5 97 Ti R4,Cross Section 9
Individual Class Percent
l Small 256 362 2 2 99
100
l Small 362 512 1 1 100
90
Medium 512 1024 100
80
ILar e Ver Lar e 1024 2048 100
g Y g
SELL C Bedrock 2048 >2048 100 0,▪ 70
w
Total 100 100 100 y 60
a
,n 50
Cross-Section 9 '-°
v 40
Channel materials(mm)
3 30
D16= 9.89 -
D35= 25.97 v 20
E 10
Dso= 47.0 — — — — 11111E11M
D94= 145.9
D95= 222.4 o<0'L yyh by oh '' 'b'L ,L a h(P w ' ' ,y�o 1,CP ,�'L p5 yb cO ti4> q0 53 �ti y'L ,y 1<cb �
�oe
O. O.
o 1. ti ti ti 3 h dob yo
Dim= 512.0
Particle Class Size(mm)
•MVO-04/2021

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T1 R4,Cross-Section 11
Diameter(mm) Summary
Particle Class Riffle 100-Count Class Percent T1 R4,Cross-Section 11
min max Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 2 2 2 100 4 1 1 1 I I I • • • •
Very fine 0.062 0.125 1 1 3 90 SiltlClay card Gravel
Cobble r
Fine 0.125 0.250 3 80 I Ppr'4ler Bedrock
Medium 0.25 0.50 1 1 4
Coarse 0.5 1.0 4 0 70
Very Coarse 1.0 2.0 1 1 5 i 60
•
Very Fine 2.0 2.8 5 3 50
Very Fine 2.8 4.0 5 E 40
Fine 4.0 5.6 5
c 30
Fine 5.6 8.0 5 w
'a'�oJF,\' Medium 8.0 11.0 5 a 20
��(" Medium 11.0 16.0 2 2 7 10
Coarse 16.0 22.6 6 6 13 0 •-___• •___• • -• • • • •
Coarse 22.6 32 7 7 20 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 16 16 36 Particle Class Size(mm)
Very Coarse 45 64 20 20 56
t MVO-04/2021
U1 Small 64 90 17 17 73
O\ Small 90 128 12 12 85
&\° 0
0 Large 128 180 5 5 90
\\\\`Large 180 256 8 8 98 Ti R4,Cross Section 11
Individual Class Percent
l Small 256 362 1 1 99
100
l Small 362 512 1 1 100
90
Medium 512 1024 100
80
ILar e Ver Lar e 1024 2048 100
g Y g
SELL C Bedrock 2048 >2048 100 0, 70
w
Total 100 100 100 y 60
a
,n 50
Cross-Section 11 '-°
v 40
Channel materials(mm)
3 30
D16= 26.23 -
D35= 44.05 v 20
10 ■ , I I I 1 ■ , —
Dso= 57.6
D94= 124.3 0
D95= 224.3 o<01' ytih by p‘' '' ti ti$ a h(P w ' ' y3 1,(.3 oti 10 ya co '1w •b0 5(3 yti yti ,1a 1ro o°
D1oo= 512.0
Particle Class Size(mm)
•MVO-04/2021

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T1 R5,Cross-Section 12
Diameter(mm) Summary
Particle Class Riffle 100-Count Class Percent T1 R5,Cross-Section 12
min max Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 1 1 1 100 4 I I I �—• • •
Very fine 0.062 0.125 1 90 Silt/Clay card Gravel �/'Y�J
Cobble
Fine 0.125 0.250 1 80 131)1q41er Be
Bedrock-
Medium 0.25 0.50 1
Coarse 0.5 1.0 1 0 70
Very Coarse 1.0 2.0 1 1 2 i 60
Very Fine 2.0 2.8 2 3 50
Very Fine 2.8 4.0 2 E 40
Fine 4.0 5.6 2 u
Fine 5.6 8.0 2
30
a)
u
�op Medium 8.0 11.0 1 1 3 a 20
��(" Medium 11.0 16.0 1 1 4 10
Coarse 16.0 22.6 1 1 5 0 • •
Coarse 22.6 32 4 4 9 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 5 5 14 Particle Class Size(mm)
Very Coarse 45 64 16 16 30
t MVO-04/2021
0 L1 Small 64 90 18 18 48
��' Small 90 128 16 16 64
N 0
0 Large 128 180 17 17 81
\\\\`Large 180 256 10 10 91 Ti R5,Cross Section 12
Individual Class Percent
l Small 256 362 6 6 97
100
l Small 362 512 3 3 100
90
Medium 512 1024 100
80
ILar e Ver Lar e 1024 2048 100
g Y g
sumo( Bedrock 2048 >2048 100 c 70
0,
Total 100 100 100 y 60
a
,n 50
Cross-Section 12 '-°
v 40
Channel materials(mm)
3 30
D16= 47.03 -
D35= 70.36 v 20
Dso= 94.1 10 I I I 1
D94= 200.1 0 — .
D95= 322.5 o<0'L ,14,) by oh '' 'b'L ,1 a h? w ' ' ,yo 1CP ,�'1 p5 yb cO 14 q0 5� ,oti y'L ,1b bccb a°
O. o o '1, 1 1 '1 "� h ,0 .10 �O
D1oo= 512.0
Particle Class Size(mm)
•MVO-04/2021

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T2,Cross-Section 14
Diameter(mm) Summary
Particle Class Riffle 100-Count Class Percent T2,Cross-Section 14
min max Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 19 19 19 100 4 1 1 1 I I I i ~ ° • • •
Very fine 0.062 0.125 19 90 Silt/Clay card Gravel Cobble
)14 Sou filer NrE Be Brock
Fine 0.125 0.250 19 80
Medium 0.25 0.50 8 8 27
Coarse 0.5 1.0 27 0 70
Very Coarse 1.0 2.0 3 3 30 i 60
Very Fine 2.0 2.8 3 3 33 550
Very Fine 2.8 4.0 5 5 38 E 40
Fine 4.0 5.6 1 1 39 u
Fine 5.6 8.0 2 2 41
• 30
a)
u
JF� Medium 8.0 11.0 41 o.
a 20 ��
e Medium 11.0 16.0 2 2 43 10
Coarse 16.0 22.6 3 3 46 0
Coarse 22.6 32 5 5 51 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 9 9 60 Particle Class Size(mm)
Very Coarse 45 64 8 8 68
t MVO-04/2021
VSmall 64 90 12 12 80
��' Small 90 128 8 8 88
N 0
0 Large 128 180 12 12 100
\\\\`Large 180 256 100 T2,Cross Section 14
Individual Class Percent
l Small 256 362 100
100
l Small 362 512 100
90
Medium 512 1024 100
80
ILar e Ver Lar e 1024 2048 100
g Y g
sumo( Bedrock 2048 >2048 100 c 70
0,
Total 100 100 100 y 60
a
,n 50
Cross-Section 14 '-°
v 40
Channel materials(mm) To
D16= Silt/Clay 72
- 30
D35= 3.23 v• 20 I
Dso= 29.8 10 ,
Dom= 107.3 0 • • • — • • ' , ,
D95= 156.2 o<01' ytih by off' ti ti ti$ a h(P w yti y� �� ',;1' 10 (0'''' c0 1w o0 5� yti yti ,1a 10 a°
o- 0-
o '1, 1 1 '1 "� h ,0 .10 �O
D1oo= 180.0
Particle Class Size(mm)
•MVO-04/2021

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T3 R2,Cross-Section 16
Diameter(mm) Summary
Particle Class Riffle 100-Count Class Percent T3 R2,Cross-Section 16
min max Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 3 3 3 100 4 1 1 1 I I I A}• • • • •
Very fine 0.062 0.125 3 90 Silt/Clay card Gravel Cobble
Sou filer BeNrE Brock
14
Fine 0.125 0.250 3 80
Medium 0.25 0.50 3
Coarse 0.5 1.0 2 2 5 0 70
Very Coarse 1.0 2.0 5 5 10 i 60
Very Fine 2.0 2.8 10 550
Very Fine 2.8 4.0 10 E 40
Fine 4.0 5.6 10
Fine 5.6 8.0 10
• 30
a)
u
sp Medium 8.0 11.0 1 1 11 a 20
e Medium 11.0 16.0 11 10 i• • •
Coarse 16.0 22.6 5 5 16 0 • • •�✓
Coarse 22.6 32 10 10 26 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 16 16 42 Particle Class Size(mm)
Very Coarse 45 64 17 17 59
t MVO-04/2021
Small 64 90 22 22 81
L1
0,N ,\' Small 90 128 7 7 88
N 0
0 Large 128 180 7 7 95
RNNNNONONONON Large 180 256 5 5 100 T3 R2,Cross Section 16
Individual Class Percent
l Small 256 362 100
100
l Small 362 512 100
90
Medium 512 1024 100
80
ILar e Ver Lar e 1024 2048 100
g Y g
sumC Bedrock 2048 >2048 100 c▪ 70
w
Total 100 100 100 y 60
a
,,, 50
Cross-Section 16 '-°
v 40
Channel materials(mm)
3 30
D16= 22.60 -
D35= 38.76 > 20
10 - ■ _ •■ 111
D50= 53.1
D94= 104.7 0 , ,
•
D95= 180.0 o<01' yyh by oh '' 'L ,L'b a h(P w ' ' ,y(o ,tip ',;1' 10 (0'''' cO ,ti4> q�) � �ti y'L yb ,`b �
�O a
o- 0-
o '1, 1 1 'L5 "� h ,0, .yo
D1oo= 256.0
Particle Class Size(mm)
•MVO-04/2021

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T4 R1,Cross-Section 18
Diameter(mm) Summary
Particle Class Riffle 100-Count Class Percent T4 R1,Cross-Section 18
min max Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 2 2 2 100 4 1 1 1 I I I I • •
Very fine 0.062 0.125 2 90 SiItlClay card Gravel Yk
Cobble 14
Fine 0.125 0.250 2 80 I 13pr'4ler Bedrock
Medium 0.25 0.50 2
Coarse 0.5 1.0 2 0 70
Very Coarse 1.0 2.0 2 i 60
Very Fine 2.0 2.8 2 3 50
Very Fine 2.8 4.0 2 E 40
Fine 4.0 5.6 2 u
Fine 5.6 8.0 2
30
a)
u
�op Medium 8.0 11.0 2 a 20
��(" Medium 11.0 16.0 1 1 3 10
Coarse 16.0 22.6 5 5 8 0 • •
Coarse 22.6 32 7 7 15 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 10 10 25 Particle Class Size(mm)
Very Coarse 45 64 21 21 46
t MVO-04/2021
0\° Small 64 90 19 19 65
0� Small 90 128 17 17 82
\° 0
0 Large 128 180 11 11 93
\\\\`Large 180 256 3 3 96 T4 R1,Cross Section 18
Individual Class Percent
l Small 256 362 2 2 98
100
l Small 362 512 2 2 100
90
Medium 512 1024 100
80
ILar e Ver Lar e 1024 2048 100
g Y g
sumo( Bedrock 2048 >2048 100 c 70
0,
Total 100 100 100 y 60
a
,n 50
Cross-Section 18 '-°
v 40
Channel materials(mm)
3 30
D16= 33.11 -
D35= 53.22 v 20
Dso= 68.8 10 ■ 1 1 I I 1
D94= 136.2 0
D95= 227.6 o<0'L yyh by oh '' 'b'L ,1 a h? w ' ' ,yo 1CP ,�'1 p5 yb cO 14 qO 5� ,oti y'L 1b bccb �
�Oa
O. o o '1, 1 1 '1 "� h ,O, .10
D1oo= 512.0
Particle Class Size(mm)
•MVO-04/2021

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T4 R2,Cross-Section 19
Diameter(mm) Summary
Particle Class Riffle 100-Count Class Percent T4 R2,Cross-Section 19
min max Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 2 2 2 100 4 1 1 1 I • •
Very fine 0.062 0.125 2 2 4 90 Silt/Clay card Gravel Yk
Cobble 1
Fine 0.125 0.250 3 3 7 80 1131)1q41er Bedrock
Medium 0.25 0.50 2 2 9
....................................j
Coarse 0.5 1.0 2 2 11 0 70
Very Coarse 1.0 2.0 2 2 13 i 60
Very Fine 2.0 2.8 13 550
Very Fine 2.8 4.0 13 E 40
Fine 4.0 5.6 13
Fine 5.6 8.0 13
• 30
a)
'a'4>' Medium 8.0 11.0 13 a 20
��(" Medium 11.0 16.0 2 2 15 10
Coarse 16.0 22.6 4 4 19 0
Coarse 22.6 32 7 7 26 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 5 5 31 Particle Class Size(mm)
Very Coarse 45 64 14 14 45
t MVO-04/2021
Small 64 90 22 22 67
O\ Small 90 128 13 13 80
N 0
0 Large 128 180 9 9 89
\\\\`Large 180 256 6 6 95 T4 R2,Cross Section 19
Individual Class Percent
l Small 256 362 3 3 98
100
l Small 362 512 2 2 100
90
Medium 512 1024 100
80
ILar e Ver Lar e 1024 2048 100
Sg Y g
EL AM Bedrock 2048 >2048 100 0,▪ 70
w
Total 100 100 100 y 60
a
,n 50
Cross-Section 19 '-°
v 40
Channel materials(mm)
3 30
D16= 17.44 -
D35= 49.76 v 20
E 10
Dso= 69.2 1 1 1
D94= 148.9 0 ,
D95= 256.0 o<0'L ,14,) by oh '' 'b'L ,L a h? w ' ' ,y�o , �'L 10 yb cO ti4> q0 5� �ti y'L ,y 1W �
�Oe
0. o o '1,CP , 1 1 'L "� h ,0b.yo
D1oo= 512.0
Particle Class Size(mm)
•MVO-04/2021

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T5 R2,Cross-Section 20
Diameter(mm) Summary
Particle Class Riffle 100-Count Class Percent T5 R2,Cross-Section 20
min max Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 7 7 7 100 4 I I I 11 • • • •
Very fine 0.062 0.125 5 5 12 90 SiItlClay card �k
Gravel Cobble)If
Fine 0.125 0.250 1 1 13 80
/ ISou filer NrE Bedrock_
Be
Medium 0.25 0.50 1 1 14
Coarse 0.5 1.0 14 0 70
Very Coarse 1.0 2.0 2 2 16 i 60
IP
Very Fine 2.0 2.8 16 550
Very Fine 2.8 4.0 16 E 40
Fine 4.0 5.6 16
Fine 5.6 8.0 16
• 30
a)
u
sp Medium 8.0 11.0 16 a 20 • • • •
e Medium 11.0 16.0 4 4 20 10 f
Coarse 16.0 22.6 7 7 27 0
Coarse 22.6 32 12 12 39 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 11 11 50 Particle Class Size(mm)
Very Coarse 45 64 6 6 56
t MVO-04/2021
Small 64 90 16 16 72
O\ Small 90 128 8 8 80
• ��
0\° 0
0 Large 128 180 12 12 92
\\\\`Large 180 256 6 6 98 T5 R2,Cross Section 20
Individual Class Percent
l Small 256 362 2 2 100
100
l Small 362 512 100
90
Medium 512 1024 100
80
ILar e Ver Lar e 1024 2048 100
g Y g
SELL C Bedrock 2048 >2048 100 0,▪ 70
w
Total 100 100 100 y 60
a
,n 50
Cross-Section 20 '-°
v 40
Channel materials(mm)
3 30
D16= 2.00 -
D35= 28.50 v 20
E 10
Dso= 45.0 I ■ _ _ ■ 1 1 1 , 1
D94= 143.4 0
D95= 214.7 o<0ti ,14,) by off' ti ti ti$ a h? w yti y� �CP 3ti 100'''' 00 1w o0 5� yti yti 1a �o 0�
O. o o '1, 1 1 '1 "� h ,0, .10 �O
D1o0= 362.0
Particle Class Size(mm)
•MVO-04/2021

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T6 R2,Cross-Section 21
Diameter(mm) Summary
Particle Class Riffle 100-Count Class Percent T6 R2,Cross-Section 21
min max Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 1 1 1 100 4 I I I ,�+ •• •
Very fine 0.062 0.125 1 90 Silt/Clay card Gravel III
Cobble
Fine 0.125 0.250 1 80 I 13pr'4ler Bedrock
Medium 0.25 0.50 1
Coarse 0.5 1.0 1 0 70
Very Coarse 1.0 2.0 1 i 60
IP
Very Fine 2.0 2.8 1 3 50
Very Fine 2.8 4.0 1 E 40
Fine 4.0 5.6 1 1 2 u
c 30
Fine 5.6 8.0 2 2 4 w
'a'�op Medium 8.0 11.0 2 2 6 a 20
��(" Medium 11.0 16.0 5 5 11 10
Coarse 16.0 22.6 5 5 16 0 • • • • • • •
Coarse 22.6 32 7 7 23 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 15 15 38 Particle Class Size(mm)
Very Coarse 45 64 17 17 55
t MVO-04/2021
Small 64 90 18 18 73
O\ Small 90 128 14 14 87
&\° 0
���0 Large 128 180 3 3 90
\\\\`Large 180 256 4 4 94 T6 R2,Cross-Section 21
Individual Class Percent
l Small 256 362 3 3 97
100
l Small 362 512 2 2 99
90
Medium 512 1024 1 1 100
80
ILar e Ver Lar e 1024 2048 100
g Y g
sumo( Bedrock 2048 >2048 100 6. 70
0,
Total 100 100 100 y 60
a
,n 50
Cross-Section 21 '-°
v 40
Channel materials(mm)
3 30
D16= 22.60 -
D35= 42.03 v 20
Dso= 57.7
10 , ' I I '
D94= 118.7 0
D95= 287.3 o<0'L yyh by oh '' 'L ,1'b a h(P w ' ' ,y�o 1,CP ,�'1 10 yb cO 14 qO 53 ,ti y'L 1b 1<cb �
�Oa
O. O. o '1, 'v 1 '1 "� h ,O, .10
D1oo= 1024.0
Particle Class Size(mm)
•MVO-04/2021

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T7,Cross-Section 22
Diameter(mm) Summary
Particle Class Riffle 100-Count Class Percent T7,Cross-Section 22
min max Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 11 11 11 100 4 1 1 1 I I I e. •—• ° • • •
Very fine 0.062 0.125 11 90 Silt/Clay card Gravel Cobble
)14 Sou filer NrE Be Brock
Fine 0.125 0.250 11 80
Medium 0.25 0.50 6 6 17
Coarse 0.5 1.0 1 1 18 0 70
Very Coarse 1.0 2.0 2 2 20 i 60
Very Fine 2.0 2.8 20 550
Very Fine 2.8 4.0 3 3 23 E 40
Fine 4.0 5.6 4 4 27 u
Fine 5.6 8.0 27
30
a)
u
sp Medium 8.0 11.0 2 2 29 o.
a 20
e Medium 11.0 16.0 3 3 32 10 • •
Coarse 16.0 22.6 7 7 39 0
Coarse 22.6 32 11 11 50 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 12 12 62 Particle Class Size(mm)
Very Coarse 45 64 13 13 75
t MVO-04/2021
0\° Small 64 90 11 11 86
0� ��� Small 90 128 12 12 98
N 0
0 Large 128 180 2 2 100
\\\\`Large 180 256 100 T7,Cross Section 22
Individual Class Percent
l Small 256 362 100
100
l Small 362 512 100
90
Medium 512 1024 100
80
ILar e Ver Lar e 1024 2048 100
g Y g
aC1ROC Bedrock 2048 >2048 100 c 70
w
Total 100 100 100 y 60
a
,n 50
Cross-Section 22 ..,
40
Channel materials(mm)
3 30
D16= 0.45 -
D35= 18.55 v 20
Dso= 32.0 10 IIIIII
D94= 84.6 0 ' —
D95= 117.2 <01' yyh ob o‘' '' L L'b a h(P w ' ' ,(o'tip ',;1' 5 (0'''' co 1ti> 1q uo 4 ti hy L,0,yb.o W O
°
o- o
D1oo= 180.0
Particle Class Size(mm)
•MVO-04/2021

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T8 R1,Cross-Section 24
Diameter(mm) Summary
Particle Class Riffle 100-Count Class Percent T8 R1,Cross-Section 24
min max Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 1 1 1 100 4 1 1 1 )k • • • - • • • • •
Very fine 0.062 0.125 1 90 SiItlClay Sand Gravel
114
Fine 0.125 0.250 2 2 3 Cobble 3oulder
80 Bedrock
Medium 0.25 0.50 2 2 5
Coarse 0.5 1.0 3 3 8 0 70
Very Coarse 1.0 2.0 6 6 14 i 60
Very Fine 2.0 2.8 5 5 19 550
Very Fine 2.8 4.0 4 4 23 E 40
Fine 4.0 5.6 2 2 25
Fine 5.6 8.0 2 2 27
• 30
a)
'a'�op Medium 8.0 11.0 5 5 32 a 20
��(" Medium 11.0 16.0 7 7 39 10
Coarse 16.0 22.6 14 14 53 0
Coarse 22.6 32 20 20 73 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 18 18 91 Particle Class Size(mm)
Very Coarse 45 64 8 8 99
t MVO-04/2021
Small 64 90 1 1 100
\°
\° Small 90 128 100
&\° 0
\kk0 Large 128 180 100
\\\\`Large 180 256 100 T8 R1,Cross Section 24
Individual Class Percent
l Small 256 362 100
100
l Small 362 512 100
90
Medium 512 1024 100
80
ILar e Ver Lar e 1024 2048 100
g Y g
aCROC Bedrock 2048 >2048 100 c▪ 70
w
Total 100 100 100 y 60
a
,n 50
Cross-Section 24 ..,
40
Channel materials(mm)
3 30
D16= 2.29 -
D35= 12.92 v 20
E 10
Dso= 21.0 ■ ■ ■ ■ 1 I ,
D94= 39.4
D95= 53.7 <0ti ,'14,) by o� '' 'b'L ,1 a h(P w ' ' ,yo 1CP ,�'1 p5 yb cO 14 q0 5� ,ti y'L 1b bccb �
�Oa
O. o o '1, 1 1 '1 "� h ,0, .10
D1oo= 90.0
Particle Class Size(mm)
•MVO-04/2021

Reachwide and Cross-Section Pebble Count Plots
Daniels Creek Mitigation Site
USACE Action ID No.SAW-2017-00998
Monitoring Year 0-2021
T8 R2,Cross-Section 25
Diameter(mm) Summary
Particle Class Riffle 100-Count Class Percent T8 R2,Cross-Section 25
min max Percentage Cumulative Pebble Count Particle Distribution
SILT/CLAY Silt/Clay 0.000 0.062 0 100 4 I I 1 A •—. ° • • •
Very fine 0.062 0.125 0 90 SiItlClay card Gravel )ikCoI b 14
Sou filer
Fine 0.125 0.250 0 80 Bedrock_
Medium 0.25 0.50 1 1 1
Coarse 0.5 1.0 1 0 70
Very Coarse 1.0 2.0 2 2 3 i 60
Very Fine 2.0 2.8 2 2 5 = 50
Very Fine 2.8 4.0 5 E 40
Fine 4.0 5.6 1 1 6 u
Fine 5.6 8.0 2 2 8
30
a)
u
JF� Medium 8.0 11.0 4 4 12 o.
a 20
e Medium 11.0 16.0 4 4 16 10
Coarse 16.0 22.6 4 4 20
0 • • •--8—J
Coarse 22.6 32 11 11 31 0.01 0.1 1 10 100 1000 10000
Very Coarse 32 45 16 16 47 Particle Class Size(mm)
Very Coarse 45 64 15 15 62
t MVO-04/2021
0 L1 Small 64 90 14 14 76
��' Small 90 128 15 15 91
N 0
0 Large 128 180 9 9 100
O\\ \\\\ Large 180 256 100
T8 R2,Cross Section 25
Individual Class Percent
l Small 256 362 100
100
l Small 362 512 100
90
Medium 512 1024 100
80
ILar e Ver Lar e 1024 2048 100
g Y g
sumo( Bedrock 2048 >2048 100 5 70
w
Total 100 100 100 y 60
a
,n 50
Cross-Section 25 '-°
v 40
Channel materials(mm)
3 30
D16= 16.00 -
D35= 34.85 v 20
` 10 111111
Dso= 48.3
Dom= 108.6 0 — � � — � � � �
D95= 148.9 o<0ti ,14,' by off' ti ti ti$ a h(P w yti y3 �CP ''.31' 100'''' 00 1w o0 5� yti yti �o 0�
O. o o '1, 1 1 '1 "� h ,91,`.10 �O
D1o0= 180.0
Particle Class Size(mm)
•MVO-04/2021

APPENDIX 5. Record Drawings

I Y
-0,
,,,
,,, ,.,,,
Daniels Creek Mitigation Siter-,,,,!Zz b`°iw
��Qz ou^z
Record Drawing �w0 z,
Cape Fear River Basin 0303004 w ,,
w
Harnett County, North Carolina
,,,,,,,1111f,,,,,,
_V WON 1-
% . v�m2�:s.
N Sheet Index %°a-.... V\s.
17 .°y Re Title Sheet 0.1
I
Z General Notes and Symbols 0.2
Wetland Enhancement Overview 1.0 bA
Broadway J ':J Wetland Enhancement 1.1-1.12
�.. 0 Plan and Profile Overview 2.0 ct
rt
05 C'. Plan and Profile Sheets 2.1-2.43
�a��\! Planting Tables 3.0 U
•
rr
Planting Plan Overview 3.1
963:4 Matthews In Planting Plans 3.2-3.10 Z
Fencing Plan Overview 4.0 •, v
a i gb
�''41x, Fencing Plan 4.1-4.31
q, 4{DI S U
A
Semi ante ,--
• PROJECT LOCATION 1.1
' '
.V� M ©2018 Microsoft Corporation©2018 HERE Ir i:� xj
cn
Vicinity Map "—i
Not to Scale rt
Project Directory
Surveying: Engineering:
Q Turner Land Surveying Wildlands Engineering,Inc
P.O.Box 148 License No.F-0831
Swannanoa,NC 28778 312 W.Millbrook Rd,Suite 225
z RECORD DRAWING Lissa Turner,PLS Raleigh, NC 27609
II,DAVID S.TURNER,CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY J U LY 23, 2021 919-827-0745 Chris Roessler,PTO ect Mana er
DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL SURVEY MADE UNDER MYg
SUPERVISION;THAT THIS TOPOGRAPHIC SURVEY WAS PERFORMED AT THE 95 Angela Allen,PE,Project Engineer
PERCENT CONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE 919-851-9986
1 STANDARDS;THAT THIS SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS
" FOR A TOPOGRAPHIC SURVEY TO THE HORIZONTAL ACCURACY OF CLASS A AND
THE VERTICAL ACCURACY WHEN APPLICABLE TO CLASS C STANDARD,AND THAT USACE Action ID No.2017-00998 z
THE ORIGINAL DATA WAS OBTAINED IN MAY-JUN 2021;THAT THE SURVEY WAS
•7 COMPLETED ON 15 JUL 2021;AND ALL COORDINATES ARE BASED ON NAD83(2011)
AND ALL ELEVATIONS ARE BASED ON NAVD88.WITNESS MY ORIGINAL o z U
o SIGNATURE,LICENSE NUMBER,AND SEAL N
THIS 21st DAY OF JULY,2021. p0""1O14„��
-r L-4551 l
DAVID S.TURNE ,P.L.S.#L- 551 ¢ .c
�G7`0.$U "44,, m 1 v x v

i
Existing Features Design Features As-Built Features
Existing Property Boundary CE CE CE Design Conservation Easement — — — — — — — — — — — As-Built Stream Alignment
a/w Existing NCDOT Right-of-way is is is Design Internal Crossing — — — — — — — — — — — As-Built Stream Alignment Deviation Zz An Uk"
oN�o
10+00 OILLZ
YZNzua/w Existing Utility Right-of-way I Not For Credit — — — As-Built Bankfull oz y10+00 =eo°
OHE Existing Overhead Electric I Design Enhancement II Reach —(10) As-Built 5'Major Contour t7 'a
10+00 z H E
ry w w
Existing Culvert I Design Restoration Reach As-Built 1'Minor Contour
10+00
x x Existing Fence — — Design Linear Wetland Loo goo Limits of Disturbance(Survey Limits)
Design Bankfull • • As-Built Culvert
'' " Existing Wetland
W W 540 Design 5'Major Contour 0 0 0 As-Built 5-Wire Fence
Design 1'Minor Contour 0 0 0 As-Built Woven Wire Fence �a���%iill ii/".,
Existing Pond :�‘ap""•• y'.�
•XS-# , Cross Section I-- 'NAEoNda3js C
Design Riffle a _� aHa,.m
PP-# Photo Point � . womv• '
( o Design Lunker Log FG/CG-# Gage-Stream Crest/Flow �i�04;;..... P‘,P`
( o "nil'Ov
GWG-# Gage-Groundwater
Design Angled Log Sill D'UA
CD
Design Boulder Sill
,, VP-# Vegetation Plot
\ Design Log Vane C
rn
0 VEG
3 Design Log 1-Hook •••• ft
•�•�•�• As-Built Riffle f
( n As-Built Lunker Log 0
Design Brush Toe O
U c t O
U
As-Built Angled Log Sill
❑ cI
L Design Transplanted Sod Mat -1 As-Built Boulder Toe (f) 0
d
El X
O C
As-Built Log Vane 4
1,11
Design Rock Floodplain Outlet O(f O
z
01 \\ As-Built Log l-Hook 4 O
Design Culvert `' U
ilk - 16
r c�
����j� As-Built Brush Toe ?-�
Design Brush Baffle `�```��
b ( o Design Valley Sill
��� As-Built Rock Floodplain Outlet/Rip Rap •�
(((JJJ
> Design Rock Cascade
a Ofrtt\� As-Built Brush Baffle
u
( ❑ As-Built Valley Sill
.otzbf
As-Built Tree
P12z As-Built Treeline
I cNa As-Built 2"Tube Steel Gate x
✓ As-Built Double 2"Tube Steel Gate o z u
�o
6 N
As-Built Crossing ..
c CD
NOTE:
1. DEVIATIONS FROM THE DESIGN "
Tb
WILL BE SHOWN IN RED. A Z n 3
A

i v
QD
N/F Q0 �� o
BARRY J.PATTERSON z `�`a''
D.B.9681 8- 378 / �� uz z
PIN:9681-98-9378 / N/F 11'L — �z °s�
I JUANITAB.DOUGLASET.AL. 7EANg NSF 0 =-"a
D.B.768,PG.20 �. BARKCTT�oAS& z '�HE
PIN:9691-08-7169 �a, 328 MAS �Il w w
yJ % cE y\ �691 18 g1 Og m
m /
/ NO.N/F — T7 �' /
PATTERSON AND SONS,IN e / ,�
D.B.3391,PG.536 ° —ce —eE ee �� / \ �����111411ry22
PIN:9681-97-7650 1 / co \ \33 / \ 71 \ `\�aP,..., 1,z,
\ \ \ 3,
_3J S CREEK /cE w p`.SAE a'j�
t.
/ _3 D/aI�11EL / E \m \ -�• a"� �y:6
W oN
Jp ` 3J 3J CE y: ofF C�:s�
m CE ''j 3J 3J \ CE C.E. / J �2���
/ / ¢ d ��
/ NcF cE��E cE �_cE \ \ ��2� f111111.��.�
/
\ \ U
N/F ��� \cE ���c ��/ �� /
PATTERSON AND SONS,INC. / ,.
:e \,,,,,,, / ,1 so -I
D.B.1940,PG.896 �'
\E
/
PIN:9681-97-3457 ,�
/
N/F
\ m �, PATTERSON AND SONS,INC.& / ��`O /
I \ /
OS
�/ C/O TIM PATTERSON ��y�W �F
P� 7
D.B.881,PG.987 �� OQC'1� N/F I /
- 6/ M.B.20,PG.6 �P�,Y, ,y<o / PATTERSON AND SON,INC. m---� J
�m' PIN:9691-07-7381 / �O,y0'�ti / D.B.1032,PG.201 I
���•�� i P.C.#D,SL 11B I ft
m, QQ��Q� PIN:9691-26-4869 / ;,,,1
0
N/F '�
\ .�� �) PATTERSON AND SONS,INC. ;-1 O
\ \ j D.B.3568,PG.316 O ;-1
V m\ A.
',, / P.C.1,SL 266 f..i a,,,
N/F GO
,/
� / PIN:9691-36-9390 1-1
TIMOTHYC.PATTERSON �" JJ a--�
D.B.1779,PG.185 \ \ 3J U
PIN:9681-96-9302 / 3,J w ��'
:±i-)\ 0 ' C.1
3J 3J J ` ���F �E �F
1.11. , I/ '-' E/ / / / j bA
O66
W
F ,,,
!_, ,i,
\. -6
(1) ,,
0,
,c,,
( ,,, 0
____ _ _ — ,
______ 0 _
, c,
, „ ,is, <P / _ ___--- -,-
PP'C• oa '''-
h Tg 3J I ,_
s �� �P 3J 33 m 1J 3
\ T !!H
_MI 17 / 3J 1.1
F l� �F JJ co — --�--ti,
cE ��E \ m 1 / - I I T1B
z g LcE cn ��
a ✓ N 03 1
/ /
� NSF Ni
N/F r� N
i TIMOTHY C.PATTERSON
�N J / I 1'
D.B.1608,PG.366
w PIN:9691-25-4156 m <LQ-
b
o
u
0' 200' 400' 600'
I - - I - - I (HORIZONTAL) /?, 3

c 405 395 ��
405 - 395
07
4Z ' �au.
.\ it)
ii
;% E
\\ 400 390 \\
400 - ••k 390
\ \\\\ \
DESIGN GRADE \\\ `
�\ PRE-CONSTRUCTION GRADEI �� � \ap•"••• ,,
�� � DESIGN GRADE �`Os:•NAB 4,•..
395 - `��....... 395 385 \\I PRE-CONSTRUCTION GRADE i�.. o�2C+�s`
` ���` 385 •
dp •\�J
in
\�\ \ ,��r rn a�1�P\\\
kk
N. bA
390 - 390 380 380 •�
ft
il
CD
el 1
E
385 - 385 375 375 - a--i
OC.)220+00 220+50 221+00 221+50 222+00 222+50 223+00 223+50 224+00 Cr)
( 4
I a
NOTES: O , ,--I
,\ 2 1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED. ,, H Fi]
�`.;\ ,!`�xo. c 2. AS-BUILT INFORMATION FOR Ti IS ADDRESSED ON SHEETS f ,-a
m o \ N , 2.9 THROUGH 2.16.
°� \'
o \ v�`� \ J`�\ J\A 3. LOG EXTENTS OF VALLEY SILLS SHOWN AS AS-BUILT ARE O (71
�' \ APPROXIMATE AS THEY AREA BURIED FEATURE. •rl I 11'32: cn
ft
-4°7---4°7--:
-; _: . 0 \ IN \
223 .� y `1`;`
m ,6E - —CE CE CE CE CE CE CE CE CE CE CE CE Ct Ct C CE +►,�>
P. W W C
W STA:222+10 AND 222+23 0k,
o
VALLEY SILLS NOT INSTALLED DUE TO cF >
_,,
I W �, WETLAND FLOW CHANGES FROM THE \\\I
i �, DESIGN TO CONSTRUCTION PHASE. cF o
\\ 0' 2' 4' 6' Pi Z
T o
n STA.205+58 (VERTICAL)
1 T1
CREDIT STOPS HERE 0' 20' 40' 60' ..
r I BEGIN 100'INTERNAL CROSSING v " V.,oA�zoN,A�� m z
(CAROLINA POWER& o P psi"
LIGHTEASEMENT) �\

c 415 410 ��
415 - 410
U7
zZ 'ara
\\\ OILL';',
�JI
\ —""`,,_� 410 405 w
410 - \ ( \ 405
DESIGN GRADE `.o,�? AL•...y�
\ / I =0 QHan z:'s
~\ WON
\ / 405 400 ��• omwrs�
405 \ y 400 ,,y ••
...1
\\\ \\\\ EXISTING GROUND
PRE-CONSTRUCTION GRADE
\\ \\
\\ \ \ DESIGN GRADE
AS-BUILT GRADE \\ \\�
400 - 400 395 \\\\`.I/ \\ 395
AS-BUILT GRADE rt
395 - 395 390 i 390 ) a--i E
V
300+00 300+50 301+00 301+50 302+00 302+50 303+00 303+50 303+60 C ) ,O
,i, o ,i, ,i, NOTES: O , H
W W �\� 1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED. 4 W
T \° CD
2. AS-BUILT INFORMATION FOR T2A IS ADDRESSED ON SHEET a--� ,-a
v i
W W R1 M 3. AS-BUILT INFORMATION FOR CONTINUATION OF T215 4 5 cC
>, W >, W ., W �, W W o\ 0 ADDRESSED ON SHEETS 2.18 THROUGH 2.19. U
C +-'
�, 4. LOG EXTENTS OF VALLEY SILLS SHOWN AS AS-BUILT ARE
Q APPROXIMATE AS THEY AREA BURIED FEATURE. +�
1 ' '" An N N °'
ct
.i. .i. .i. G WG-2 0.i. .i. �I Arm',i Ij pMtn N\ Z U
v. v. FF``I / r..
.'j \ •D LOD 3JO 3J LOD 3J _U/WOO
vV. v. v. N IF.,11,-_,y� ' ". \ oo
•
4WD kt 311+79' 3 I— E
_W
IL o OD= a1 gr o y — 3
STA:300+62-300+80 W n11Il11A1Ll" •^rr. •'91 e.. tf
4 ADDITIONAL STABILIZATION MEASURE FOR - r• "ir I.= r � ' `2,r h
nidl v I� 0 1` 1.
LINEAR WETLAND FLOW IN THE FORM OF {� ,r T "'. _
ROCK MATERIAL WAS ADDED. `' !1-%p �� II,, \ o„ V
a IP W Ill W N II, ��
OOx °° � "' \ , p .um Elm in
v. v. v. v. v. v. 10 41i3A
v. _ -v. -� I�I�� �!X�����.
L © � IIII
w W W W W W \ STA:301+14-303+00 w ( ) W y !_!�!1�• T� T�Z
> SEE NOTE#4 TYP.. aC.s
1.___-/
W W y FLOWPATH IN T2 LINEAR WETLAND VP-2 \ \ \ 1IJI >
CHANGED SINCE EXISTING CONDITIONS STA:303+24
!M I a
i SURVEY WAS CONDUCTED. BRUSH BAFFLE REPLACED WITH FLOODPLAIN 'II'
—CE _ce SILL DUE TO MATERIAL AVAILABILITY I
—cE _cE ice °gIlk o o z¢ u
—cE —cE cE 400 N Z¢ N
cE cat am ce cE E 0' 2' 4' 6' T o
gaol a°'— 4.
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(HORIZONTAL) m Z % 3 -I .
El(HORIZONTAL) 8

420 420 V
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ZZ `i'w
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415 \\\.4.. 415 m
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PRE-CONSTRUCTION GRADE
\/— `a`ap 1111/%,,i
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410 , 410 -•. �2�,,fi�s�
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\ / \
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ft
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400 400 E
310+00 310+50 311+00 311+50 312+00 /���JJo V
g°/ NOTES: Q \ N
/ 1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED. 4 H W
/0 �� ® _ 2. AS-BUILT INFORMATION FOR T2 IS ADDRESSED ON SHEET ct
1.2 AND SHEETS 2.18 THROUGH 2.19.
3. LOG EXTENTS OF VALLEY SILLS SHOWN AS AS-BUILT ARE O /C
9°,9 APPROXIMATE AS THEY ARE A BURIED FEATURE. r ,
o°// \+ '
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1 425 425 V
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ry L. w'
420 \."� ^,\` 420 m
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/ NOTES: CO I
,9 1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED. O H
/ I { 2. AS-BUILT INFORMATION FOR T3 IS ADDRESSED ON SHEETS a--_
�` k I 2.20THROUGH2.22.
k b
'+� �` �` 3. PHOTO-DOCUMENTATION OF LIVE STAKE PLANTING
/ ft
k k PROVIDED IN THE BASELINE MONITORING REPORT. Q ,_
-3J�3Jl k ( ,
k v
-3J�3J�3J Cll
k k k I
k
-3J 3J 1E
-3J�3J�3J k k k k I* k ^, (I'
3J 3J k k k W 7r'�!I
3J 3J k k k4 k r `V
SEE NOTE#3(TYP.). 3J 3J STA:400+80 k k k k k I U 4
3J 3J BRUSH BAFFLE NOT INSTALLED TO REDUCE IMPACT TO k k k k k k k k
3J * STA.402+42 k k kcn
J EXISTING TREES AND SHRUBS AND FLOW MITIGATION k k * °` k k k k k I k , I
LIVE STAKE PLANTINGS WOULD PROVIDE. *k`k BEGIN T3 k k k k k k
* * * - k * * k k REACH 1(ENHANCEMENT II) k k k k
* * * k k k k k de k k k k k k
I
Be * * * k k �" k k *T3 k k k k k �` k k et
** * ** * k k k K' k t* * k k k k k k k k k k k I k
b --1
F' :* * * * * k k k * k k k * **k k k k k (c k k k k k k
* * k k k e kX' k * k k k k k k k 4p
F i * * * k * k y,. k k k k k k +pp�
* x0� * k * k (c % k k k k k
o * * * * k 1k1)0� k*k k k k *k x° k k Q k k�, k k k k k k k k k k k k k
* * \ * * �0 * k k * Oa / * * k k k k
* * * i k *k k k * P. kI
iI * ** * * ( * k k y �pO k k** k k k k k k k k k k k k k k k
U.* ** * k k k: */ k k *k**k k k k k k k k k O k k k k k k k k k k k 1�r''""k 4
* * * 1
c* * ** * * * k k,I, k k k * *k k k k k k k k k k k k k k k k k k k 1 k
E ** * k # k *k k k
\Cr * k k k 4-
*k
* k k F STA:402+72 k
\ * * k k k k* k k k k LOG SILL NOT INSTALLED DUE TO STABILITY k k p
cE\cE k k �` k k * k k k k k OF STREAM AND TO REDUCE IMPACT ON k k I"F ' 2
\cE\ � - * *k* k k k k k k k EXISTING WETLAND AND VEGETATION. k k O k
* k
17,
Cr k k k k k k C k k k
\cE\ k k k k k k k k k k k k (��` o
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CE\cE k k H� (VERTICAL)
kIi
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/ NOTES: O , CO
/a� \ 1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED. 4 H W
„� 2. AS-BUILT INFORMATION FOR CONTINUATION OF T1 IS ,-a
(71
/ '/ \ ADDRESSED ON SHEET 2.23. O
U CD
30 x it
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W
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3J 3J 3J j de \ W 1.9. bN
3J_3J—3J_ "�' 2. AS-BUILT INFORMATION FOR CONTINUATION OF T4 IS 4 cC
3J 3J--3J OD W W W W �, _O
3J� A. ADDRESSED ON SHEETS 2.24 THROUGH 2.27. � V
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1
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i W W W W W W W W W W W /W W W STA:500+74-500+79_ \ •.t
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c 395 395 .C.
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385 \. `1 \\ . ii \\ 385 : .• omwrs,
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ft
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I^-I
AS-BUILT G RADE ' _
375 375 4 E
510+00 510+50 511+00 511+50 512+00 512+50 513+00 cn o V
.r Z
NOTES: 0 , 7V
���oo/ 1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED. 4 _ H W
I '/ \ ,e�, s .IY 3 ;\0 2. AS-BUILT INFORMATION FOR T4 IS ADDRESSED ON SHEET f ,-a
N
/ O VP-7 ocT•- \ /\ 1.6 AND SGo
v, o��`p ���o/ 3. LOG EXTE�"' `j FG-T4R1 T ° APPROXI/ W W W W W �i�� \/ BRUSH INDATES WHERE THE VALLEYLL CROSSES THCt
,7 =/ I CHANNEL. +�
a. a. a. a. a. a. <OO —�• fQ®S� I
GWG5 T4A
/ sue 2i11i! j..• •:' <O \ It. \�` I 380
0 1 �iI
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A I - ,<op STA:512+40-512+65
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(0 cp ADAQUATE STABILITY IN CHANNEL. /1 — z
o I 0\ ��
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& STA:512+12
l I VALLEY SILL WAS SUBSTITUTED FOR BRUSH <oo ce
BAFFLE DUE TO MATERIAL AVAILABILITY. —<°° cp
o SEE NOTE#3(TYP.). °o C N o
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- 1 (VERTICAL)
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C 410 410 ��
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390 390 y E
520+00 520+50 521+00 521+50 522+00 522+50 O
NOTES: 0
'' '' '' '' ''' '' '' '' '' '' '' . o '' ` �' �; �;' "�x� '' '' '' '' '' '' '' '' '' \\ 1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED. ,, H Fi]
° ��� ° 2. AS-BUILT INFORMATION FOR T4 IS ADDRESSED ON SHEET C r ,-a
J� W W W W W W W W W W W W W W W W W W W W W W W W W �vc,��/��, %t 40p,_�. W �. W �. W �. W �. W �. W °> 1.6 AND SHEETS 2.24 THROUGH 2.27. ?-•I
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W y a..
\\ W W W W W ° APPROXIMATE AS THEY ARE A BURIED FEATURE.EXPOSED • --i
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/.i. .i. .i. .i. .i. .i. .i. .i. .i. .i. .i. .i. .i. \ NOTES: Q
/m W W W W W W W W W W W W W/ 1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED. .4 H W
I W . . 2. AS-BUILT INFORMATION FOR T4 IS ADDRESSED ON SHEET ft ,-a
_3J 3j �, �, �, �, �, Jo �, �, �, g, �, 1.6 AND SHEETS 2.24 THROUGH 2.27. �"I �„i
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3J 3j To / PROVIDED IN THE BASELINE MONITORING REPORT. •� r ,
CD
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3
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.(. . . . . . . . . a. . . . \ 2. AS-BUILT INFORMATION FOR CONTINUATION OF T5 IS
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/
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BRUSH BAFFLE NOT INSTALLED DUE TO LACK ' a--(
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710+00 710+50 711+00 o V
/ NOTES: Z 4
/ 1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED. H W
/ 2. AS-BUILT INFORMATION FOR T6 IS ADDRESSED ON SHEET ft 7i
°pj�aol 1.6 AND SHEETS 2.30 THROUGH 2.31.
a� �07� 3. LOG EXTENTS OF VALLEY SILLS SHOWN AS AS-BUILT ARE -(71
3=07--a07
/ 355 a� a� °�1�ao1� APPROXIMATE AS THEYAREABURIEDFEATURE. ▪rl▪ O +-'
a� a ao1� U V
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0
W W W W W SEE NOTE#3(TYP.). W W W W W 0 W W W
W W W W W W W W W W W
PP-32 703+00
v. v. v. v. v. W W W W W W W W W W
W W W W W W W W W W W W W W VP-23 ® 4
I
t7 W W W W W W W W . . . . . O
E W W W W W W W W W W W W VEG o u
6' W W W W W W W W W W W W W W W W W N06
LOD a�-�
Ii
o 0 C LOD Lop.W W W W W W W W W W W W W W W W W Ii
W W W W W W W W W W W W W W W W W 0 2 4 6 >,o
c (VERTICAL) •
W W W W W W W W W W W W W W W W ..
(HORIZONTAL) v z �a'
s _. A I,'N. N. N. N. N. N. N. N. N. N. N. N. N. N. N. N. C. 3 ° L µ" 6 U Uti
W , W W W . W W , W W W W W W � / /`

c 415 415
U7
4m
Z -0,1!
z HE
ry w w'
410 \ 410 m
\
\
\
‘ ��.0Vkuini".,�i
\ O`;`?1;0;.E _••old i
W ON
405 \ 405 � •, gm4v.s,:-
�y. F. 1/.:
PRE-CONSTRUCTION GRADE i,./�4;,......'P\`P�
\\\
DESIGN GRADE
bJD
400 \\ 400 .E
\ j1
sl
ct
ct
AS-BUILT GRADE
395 395 E
900+00 900+50 901+00 901+10 cn O V
\ / W NOTES: 7 00
. . V" �,v 1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED. 0 H
v. 1. 2. AS-BUILT INFORMATION FOR THE CONTINUATION OF T8 IS
ADDRESSED ON SHEETS 2.35 THROUGH 2.37.
-��Z. . 3. LOG EXTENTS OF VALLEY SILLS SHOWN AS AS-BUILT ARE biD
APPROXIMATE AS THEY ARE A BURIED FEATURE.EXPOSED - 0 `�
"' "' ./"' "' "' BRUSH INDICATES WHERE THE VALLEY SILL CROSSES THE U
a
. . . � . . . . CHANNEL.
. . a /-��
. . . /. . . . . . . . . . �°, W r
O
AT8 ° V rt
. . . . . . . . .a, / m
b . csv ;:.. �. �. �. . ° �1�901;00 ,,,,, - •�
. / . . ✓y\\ lAl� �\
. . . .� \W .°° + .;TIT STA.901+10
`� �;��PP-38 1��� BEGINT8
12,
. /W . . . . . . o'`. W�J.
REACH 1(ENHANCEMENT I)
�� ° ek
. . . . . . . . ;532 1 Illik
A \ ° SEE NOTE N3(TYP.).1c\
\ . . . b VP-13 . . 1 Z ^'
p \ . . W . W . W . W . . W . . W . J, N 6 U N
,F . . . . o . . . . �¢ l,.) 0 2 4 6 T o
(VERTICAL)
f . . . . �O� . 7� 1 (VoRizoNrAV %�; 1 v 3 b v
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N/F / Q0 ul� o
BARRY J.PATTERSON z `'a w
D.B.9681- 8- 378 / �� z z
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N/F
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PATTERSON AND SONS,INC. / /
D.B.3391,PG.536 / / ce —cE J
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N,F /PATTERSON AND SONS,INC. CcE cE . III D.B.1940,PG.896 � /
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PATTERSONANDSONS,INC.& 5�p i iy I •d- - — ®' C/OTIM PATTERSON ��1��/ �F
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M.B.20,PG.6 �P�, , ,y<o PATTERSON AND SON,INC. n---�
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o o 8
X`

c- 375 375
U7
4Z 'ar:1au.
it)IZ OL�G
Q �H—a
, t. E
-w w
370 370 m
PRE-CONSTRUCTION GRADE
7
\oiuinn,,,
'-- \ // \ AS-BUILT GRADE ��0‘:`?�L _'y.'j�
365 - _ /--- 365 %y'• `Lgm E:wr.elsz.c
r'-
I
I
I / "}ILA
b.
360 360
ft
DESIGN GRADE I--I "
ct
355 355 I- c) ,—I
100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 o LE
NOTES: • U
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
2. AS-BUILT INFORMATION FOR T8 IS ADDRESSED ON SHEET _ I _ O \ ,
1.12 AND SHEETS 2.35 THROUGH 2.37. a--�
v. v. 3J 3� 3� _n 3J ao�3 ao�3 ao�3 ao�3]9o�—ao�—ao�_ao�—ao�—ao�—ao�—ay. —.. ao�—ao�—ao�—ao�—ao] ao1—aon—aon—ao�—ao�—ao�—ao�—' 1±C)3j
,� cao�—ao� ��/' ,�, 3J 3� STA:102+90 f- 1
4 ' LOG SILL NOT INSTALLED DUE TO 0 �J
Oq W LARGER MATERIAL BEING USED TO 3�p vi_ }.'
/ W STABILIZE CONSTRUCTED RIFFLE. Q
ia. . . W . DANIELS CREEK 1 (4—
STA.103+94 ft
/ , DANIELS CREEK z
_ . END REACH 1(RESTORATION)
1111 „ J �
,� �,�Ati�,�,,__y__ _,_,�__ ____-370--- �, �, BEGIN REACH 2(RESTORATION) ©� '
a'/o w V w w - 00 W ccQ— I—I
F .. ° s""'�—' ,fi r'\ �:\ ¢" .i. .i, .i, �yl� __ �'�`�. ,o ���
E Ip /t! `'q.�"� _ 411j0 ' - �,, �17„ . , a --— - es�f"r ��'���@l,i��� _ 6��`��Y��� O — 1` I
n �Oo - �1iJA, Bi$,' ®r sg .,°O\ ?-I O r e�p� _ 91'�•' i'®' - 11�i`147 - -_ _ 0'� \ I
ip ., l da\ W ,,fie. `: II,,, p� // `�`
/ _----- . _= 7+i~ t�� � •'VON c" ?�2x i�d II kt = � ass
o _ 68' •'�', -ifs .oar I 00 '�! _ .'�•.� 5a'f 3��� 1 eai
'� .i, .i, �., .+ter .� •' --- �a�\
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o
DPP-1
�' / �. W W W W W L' 1 STA.908+74 I��I
i, W W W W W.W W W STA:102+57 ,5<0� ! 1 END T8
LOG SILL NOT INSTALLED DUE TO GWG-11 h ,{ REACH 2(RESTORATION) - '
'' '' '' '' '' LARGER MATERIAL BEING USED TO i M / I
STA.100+OS 2
�' / BEGIN DANIELS CREEK "' "' °"' "' "' STABILIZE CONSTRUCTED RIFFLE. i
REACH 1(RESTORATION) W W W W W \ �� 1 I
ss
.i, a, a, a, a, a, V6G I/CEO
w acE cE - a. a. -- a. a. a. OBI �/
cE VP-15 90/,�
—roo��_� u!�� 1
�. �. �. �. �. �. �. �. �. I
•D EL6p�LLoD��6� �3n \� �*, .i. .i. .i. 365 .i. .i. I 0' 2' 4' 6' >,
A 8
' (OD :LOD�Loo I
�� I 0' 20' 40' 60' T
'r \. .I. .I. .I. .I. .I. .I. (HORIZONTAL) v i a a'�i
A.

i
365 365 Z z m w
2-60"CORRUGATED 401 wz �� _a
o'�z
v
�
PLASTIC PIPE CULVERT. r.
2 HE
m
360 // /' 360
i
=V Q V a 2
/ WONz
::::::::::-
DESIGN GRADE \ -,
-
AS-BUILT GRADE \ i
355 \--l I -- _ 355
dhP
I \
DESIGN CULVERT I I \
INV:354.40 _ J
DESIGN CULVERT _AS-BUILT CULVERT
INV:354.97 INV:354.27 bC
AS-BUILT CULVERT_ •�
INV:355.57
ft
350 350
"� •
O
347 347 r�-I O
•
104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00 108+50 Cr) C U O
t o • NOTE: ca
3J G0 3J 003 t3J 3ao3ao ao3— 3G03003 G03G03 3G03G03 003G03 1 1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED. .4
3J •
33 3J 3J 3J OOlGOl 003OO1— O100'I rt
3J 3 3J 3J 3J 3J 3J 33 33 ;573� T+in Id STA:108+07 Ui0 LOG SILL NOT INSTALLED DUE - 1
TO ADEQUATE STABILITY - '
NDANIELS CREEK FROM CONSTRUCTED RIFFLE 3°° n
W -ter) STA.107+96 II U
----Z --------- INV.OUT -
J ®� j#0 1111111 MO III 11111111k _ 360 2 60"CORRUGATE -
�_ tn.rri,�-z __ ____---360 - --" PLASTIC PIPE CULVERT Kara, " E
Q ®H a.� ,: %'1�"-- STA.107+53 . �t� Y ' `'�/ I I I—I
P = Iv 4,% .,s off, ':r xp0 `` INV.IN . i✓104
' II 108+00p —I X@ \
CS? V J�, \ 4PN . I till l,l���1m •� te
�40'40',�.. ��, STA.107+44 yvaK __ _tell y -� 2
*t'*-4 ,i, ,,, ,,, ,,, ,,, PP-2 q, q, q, q, BEGIN 100'INTERNAL CROSSINGAli7 PI:b4' w �' aZ��
y"r.� i _ f��i+? STA.107+96 `J�� �'-- � W
. \. \\ '' '' '' '' .' .' ., ., �, �, �, DANIELS CREEK REACH 2 �t � INV.OUT �� —__�\ /
;�_�- '' � STA.107+54 le/1 ir, _ _ t?;)
-____ w w w w w w .v
�' �' �' �' �' �' �' �' INV.IN STA.108+04 O
. . . . . . . . . . . . - . . . . END 100'INTERNAL CROSSING �. rl /
I . W W W ,,,_�¢ VE- �, . W W W ,,, ,,, W DANIELS CREEK REACH 2 _ Q
m �i I—
VP-16 z
i I N. N. N. N. N. N. N. .I.G, N. N. N. LT 'Loa—L.r E JaDCE--6B9£E —J 1E
z _- I= rl
n" `�' `�' `�' `�' `�' `�' `�' `�' `�' `�' .`L6D—N.OD--.—LnD LOD LOD LOD LO LOD N o Z,6 U
v. v. v. v. G WG-12 W v. v. D3A v. v. v. cF/cF I F— N 6
.v .v .v .v .v .v .v .v 1 Q 0' 2' 4' 6' >,o N
./ .
cE 0' 20' 40' 60' .
r �1 \ cE— 1 �b
�' .i. .i. CE (HORIZONTAL) y Z ' I
N. N. W _ CE —LODC�LOD C�LOJ I P uti
3 c

i
360 360
2 QD
zo 'a�au.
it)1LL -1,1i
m r2r-a
,2 tdHE
355 355 m
/
-\ Os-SLN
:
s / -VWONz•'/
\ _- � -. , g-?•'s.
�AS-BUILT GRADE ` � /
350 350 p ••P\.�
DESIGN GRADE I \__,,
bJD
345 345
108+50 109+00 109+50 110+00 110+50 111+00 111+50 112+00 112+50 113+00 Ct
NOTES: ^ 2
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED. I—I
2. AS-BUILT INFORMATION FOR T7 IS ADDRESSED ON SHEETS
2.32 THROUGH 2.34. ,L-I ,--I
0 0
OpT�o a 8
�ooi —a
�3J 1 I--
? �a^' —a ao, ao—3J
L \ �]A� OO1�00���3J I I
I
I
`-;-II—�I 1�
i� I c-1 °�CyJ
�.- aoi- —33 c-1 c6
Wcil
+ - DANIELS CREEK Iz
N
0. ���,_ A 355
( N
"' o I J
W I� PP-3 i xO -- 2'
Ct
rt
b U�„ _ _.. �- �� 355 mod. ' .... 1�`y
F V14h / - _ - e...„----
'l� '1°yv
W �\\� ems\ \� * O0 Y�
�; �� STA:108+76 \ . /.d ,
° s y�• ROCK INSTALLED ON BANKS - _-___ --- 0 av` �`�® .
i�� TO STABILIZE CONFLUENCE - - 0&' a \
F
1 © ��, STA.108+78 v
�, w W W W'. i DANIELS CREEK �, v. 'v.��oD //
END REACH 2(RESTORATION) , —�oD' \IOp �-
�' /� \W W� BEGIN REACH 3(RESTORATION) TDL °
3SS w <o ®i:: • s
STA.812+71 ��360 V0o zoo W W ,O° �'/ �13 Epp
- END T7 �' �' �'
j/J (ENHANCEMENT I) j\"" `E CE W W W 96 /;1 L0p�1oc i `
ro `� —cE CE o
y>``/ oa —cE �cE W W
—ce—ce —ce >
��y,
o
o �)\ „ I N < u M
'9 \ CF 0' 2 4' 6' A o /
EPT CAL)
x_, cF . . I 0 20' 40' 60 :: k m
W W
X \\ CF W W (HOP ZONTAL) v Z m
I v

i v
355 355
2 U7
Q
it)IZ _OL1G
AS-BUILT GRADE
I-�2 HE
r11 2-60"CORRUGATED
~w w
350 I / --__ PLASTIC PIPE CULVERT. 350
I /
\\.........,.........,_/,-
/ �����1111411tt22j�
7_,
` / V W oN z•
�y: 'orF trsC
345 *45„....
IL „.„....„_______
_ 345 ��N:......••pJ
DESIGN GRADE \\ / ////ti1111110
' / -
�,4_ \
DESIGN CULVERT AS-BUILT CULVERT DESIGN CULVERT
I N V:342.68
INV:343.64
1 I INV:342.70
AS-BUILT CULVERT
INV:343.60 bJD
340 340
113+00 113+50 114+00 114+50 115+00 115+50 116+00 116+50 117+00 117+50 ft
NOTES:
ao� ao� 1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
1 .n r1
3J I 3J 3J 3J 3J 3J 3J 3J 3J 3J 3J 3J 3J 3J 3J 30 3J� D 30 30 30 3J 3J 3J 30 30 Q0/3JI 3J old aU�
�no3—Go Gm—am aoi ao, aon ao,—aoi
co,gaol GOD I ® rr-A-1
ci) r
I �aoi col col nn/ ,-
Col—ao1ao1ao1 GmI-�
I 355 ~
•-I
LE
STA.116+94 n �� •
BEGIN 60'INTERNAL CROSSING ��������� O ,�
I DANIELS CREEK REACH 3 I ic:
REEK
0�'�EQV�; h O
2 60 CORRUGATED � U
VP-20 350�' 116xo .t - \'� STA.117+01 _���.PLASTICRI�CULVERTS
o lit
_--_- nCD
�,rip STA.117+43 _
N
-------- 93 r 1
GWG-14 �� .et,c=••=ttes k ♦, his I i.350 111„Cam" ' _
ii I Ct
x�0 _�...�.. ��v®«�\«`1 00 / °s1j, \ li�!� �I��rl, ,I�� C+r � *E
F zv I4�w� i _ Nit, STA.11-- �,
113 00_` �� 4• �-- ' _ -,�/ i 3`SO --- W •117+00 `7 � VR INV.OUT •f n
I III 4 ram * — r y v. v. _ STA.117+01 \ 1 '� es; ` I I/l
I NV.IN `
_ — yL o� ,1OIL.r�
, q
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O
,,, . .11,ou.---- . . . &441,111440:••• ,---.'
L,.1Qn
� D 2' I ° /c - cef�� -
Q . . . .GWG-15 �,o.. . . . .
° . L�a . . . . . . cE _`o° i
J
, I- . . . . . . . �, . . . oa . . . . . !,, E/COD I5 c
IL) x"
u.1 .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. /cE
cE 14
J .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. /„--- IG oz¢' U
cE
QW W v. W W W W W W W W cE cE 0' 2' 4' 6' ,o
21 > . cE (VERTICAL) N
W IW .. .. /cE,cE 0' 20' 40' 60' ::
'' a
—CE C
CE E (HORIZONTAL) v, Z a 3 d
CE CE CE CE
3 ° 3 cJ -
X`

i v
350 350
LD
4Z -a au.
01 LL, -1 r.q2=
m rir-a
345 345
AS-BUILT GRADE
1\ /ram `��,1111111/XXX,/
i �oNtd;6;
1 / -�' WON w'
1 � .*. o$rt2C?aC
340 1 // \\\---�/i �\ / 340d'pN,,.. ..••P\`J
\ / _ //Xry 11110"
DESIGN GRADE \
\---, _
\
\ -
1 i'
I �
335 335
ft
I--I
I--1
330 330 r�-I
O
117+50 118+00 118+50 119+00 119+50 120+00 120+50 121+00 121+50 122+00 (J) U
NOTES: Q
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED. (1)
_ 2. AS-BUILT INFORMATION FOR T6 IS ADDRESSED ON SHEETS (t • ,•icy
\�p\it —W �°p> goo
2.30 THROUGH 2.31. Q �6
\ �.J.
I ,� 4
ulYea1 —, ao1 >Ja^� 11 x
^TT4:
3 J � W �)
+— - 3J70.L�QOL � GC' ,C1CS Go1 001 Go1 GO1 G( )1 m m
3J 3J 3J , .I. .I. .I.
c-I I PP-33YI: ,
_ STA. 709+15 ;--i
I— . - ppW_ ` END T6 U
^`-�s'3-�1.•. � REACH 2(RESTORATION) x
LU
STA.117+54 / \ �3
_� END 60'INTERNAL CROSSING f DANIELS CREEK' W >"' `v "" "" Q
1� DANIELS CREEK REACH 3 �� Mop \ t�o��
- \ ` hpp NI.-
'-' 33 '
TILL h
PP-4 C11,
o D In °' '
fj" a. a. a. a. a. �'
of
RTS o-rr WG-16 1 rlll / ,IM•1®
Ji 0 ,
•
� N0� Y ! i • titi n
N1,i jir---, 1 idk_ _ � � •
.0.41.44, - _ ** I /c/ - 118+00 , W a a a. \ ' ♦. 1+ s-4
d� a
o s 11 � 4s�e �vs4 �lat i�r a r a a a � �
z 9 , STA:118+48 \ STA.121+78
:411 LOG SILL NOT INSTALLED DUE TO W W W W W W W W W W W W W DANIELS CREEK W N
)_r �, ADEQUATE STABILITY IN CHANNEL END REACH 3(RESTORATION) H� z
& ,, ,
D3A FROM LOGS INSTALLED IN ANGLED'� '� '� '� '� '� '� '� 'limp,,„,401111iiiiiiir,�. �. �. �. BEGIN REACH 4(RESTORATION) Q�
!� l7 LOG RIFFLE W W W W W W W W W W W W W W W
%1114
i�J� W W I/�
L Z o' r 4' e >o J
EAT�CA�) N
LOD L.: LOD LOD LOD LOD LOD-
v •D�LOD�LOD �• Loo-L.. LOD LOD LOD LOD LOD W LOD OD .aD E CE 'T m
a zo' 40' so'
r -/�L@P LODE LooE cE cE CE cE cE c\ cE cE cE cE cE cE cE cE cE cE .- W W W �DW •�� N� Off LOD-Loo- v
I� MoPZON,AL) v Z v
p °u" o" cl usi

/ \345 345
U7
4Z ilau.
it)1LL'''', -I.q2=
m
-r—a
340 340
AS-BUILT GRADE `.,,,t i.1.1.1.
I I I Hir2ji
\-- 1 — _V WON z
335 1 / -- _ 335 d_.• �����:
i
i
/
1-
I _
1
330 \--- 330
DESIGN GRADEJ
ft
I--I -
Q
325 325 r�-I O
•
122+00 122+50 123+00 123+50 124+00 124+50 125+00 125+50 126+00 126+50 Cr) U O
' _35- —ao aot NOTES: Q � ,�
aJ�aot— I,. 1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
3J Oo7 3D— r� •
_3J=0 3-007 001�OOJ �.C t I�
—007— 001�6°�3J I Q
00�3J • r ,
_3J�33�00�-007� —0��0���0p"1 3J v
007 001 3D 3J 3J=Oot_ a0"1�003J r-
aJ_Qo7�_aoi�3J� 340
W W 340. I .
4o11111111111W DANIELS CREEK
ft
o ``i�•�s•`�,4. �• }� IZ3xoo. .v .v .v .v .v W W . W W W W W W `/lip®126 17.
46k'`�ilit':".
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-!A! ic ® iis.•....7
!♦•! alp 441,4e GWG-18
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126+50 127+00 127+50 128+00 128+50 129+00 129+50 130+00 130+50 (J� U
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130+50 131+00 131+50 132+00 132+50 133+00 133+50 134+00 134+50 (J� U O
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7 ��°� _ \ 1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
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1-1 BEGIN REACH 5(RESTORATION) ft
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REACH 1(RESTORATION) �> ° °O CONSTRUCTED RIFFLE MATERIAL AND I 4`;1 k
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NOTES:
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1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
2. AS-BUILT INFORMATION FOR T1B IS ADDRESSED ON SHEET O
2. AS-BUILT INFORMATION FOR T2 IS ADDRESSED ON SHEET L rt
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NOTE:
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NOTES:
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2. AS-BUILT INFORMATION FOR T3 IS ADDRESSED ON SHEET p-1 O
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NOTESDEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED. H
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335 335 g
334 334
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END REACH 4
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STA.213+60 '
vIpp END T1A , , , , F
NHANCEMENTII) WCEDCLOD LODE 0 2 4' 6 •
—CLO
.i. I . .i. .i, a. .i. .i. .i, a. .: BRUSH TOE ADJUSTED TO PREVENT —I�CE LOD—LOD—LOD I Q NEpJ�L�
BACKWATER IN T1A CE D�—L°D— I 2 N
W W W W W W W W W 0' 20' 40' 60' b
_ w /i w v� w w w v� w cE I MOR ZONTAL) v Z 1 a"i

i v
335 335
2 V7
4Z 'dau.
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-w w
330 /�- AS-BUILT GRADE 330 m
6 `I
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/ —V. WON z.-.�
s
/ DESIGN GRADE 1 // o E„*sue
325 // 325 ,,,,,,0N"rn.....11,1,`,..
brJ
320 320
230+50 231+00 231+50 232+00 232+50 233+00 233+50 234+00 234+50 ft
NOTES: I--I H
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
2. AS-BUILT INFORMATION FOR DANIELS CREEK IS O
ADDRESSED ON SHEETS 2.01 THROUGH 2.08. 0
U
olJ- il ft i
Sao o 1,®1 . GWG-19 W W W �o :11
� � Oao1 0 aid,�,fbb \\
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0�`'' i m � \lll • �''� REACH S(RESTORATION) w o
[i�!r l i n - au - O i 4 031 M : : ;o;,�®• � DANIELS CREEK
'1 `/' , [ j• / •- ®•0 42 L.�,!" xOO - _ �rla� � END REACH 4(RESTORATION) ft
` `�• ' I� AN i� 33 - �a �9 BEGIN REACH 5(RESTORATION) ,
b ♦4 q� �*4t� ®� L _ 234+00 j
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21 ' Loo�loo E cE �:; �� N z¢' u
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/ 355 355
07
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350 ***"... +..... 1 350
\\
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` • cvn
345 \\ 345 y-•, '444
\`
•
340 \� ••••0. \
\\ 340
AS-BUILT GRADES`\\ n/ U
335 ` 335 I-• -I
210+00 210+50 211+00 211+50 212+00 212+50 213+00 213+50 214+00 (n C O
33 3J \ �41 �,p NOTES: O
3J \ �, �, �, ___� ��� S 1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED. 4 H
\ \ 33 aJ- 6m W W ,�►11 2. AS-BUILT INFORMATION FOR Ti IS ADDRESSED ON SHEETSCt
\ m aJ 3J aJ- ° �1` II 2.9 THROUGH 2.16.
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STA• .210+75 T1 I '! _c
\ W W W BEGIN T1A W W W W W A o W W W ~
v. v.\ w v. v. v. w v. v. v. v. v. / 1-
(ENHANCEMENTII) �pfi o •E
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/ 400 400
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395 395
PRE-CONSTRUCTION GRADE
V WoN ,
390 390 E2:ir:�
/
DESIGN GRADE' \V/ \ /\
AS-BUILT GRADE \/ \
385 \ / 385
v
I-- U
380 380 -I--'
r -�-i
• '303+60 304+00 304+50 305+00 305+50 cn O O
N
NOTES:1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED. H
2. AS-BUILT INFORMATION FOR T2 LINEAR WETLAND IS ft
I I ADDRESSED ON SHEET 1.2.
I ,co-LOD LOD=30D 3] O �
37 37 \ l
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Lpp'L '',
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BEGIN T2 3 IQ\
I REACH 1(RESTORATION) 90 I)
z ku oz� u •��
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390 390
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\/ \ //
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380 \/F \ t\ 380 /�d�N,rnp110P
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DESIGN GRADE
375 375
ft
I--I -
370 370 - -C)-i
305+50 306+00 306+50 307+00 307+50 308+00 308+50 (J) 0 O
1 Lu—Lou— - NOTES: N
I LOD Lop--LOD LOD— z a� .. 37-37 1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
LOD_OO-LOD LOD 37 LOD 37 LOO z 37-a�-a�- 2. AS-BUILT INFORMATION FOR Ti IS ADDRESSED ON SHEETS ct it
'.OD�LOD CLOD— - D37 37 a 3 2.9 THROUGH 2.16.
37- —3-
rn
J
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STA:306+34 r� ca
S LOG SILL SUBSTITUTED FOR BOULDER SILL . W W °° `J
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STA.306+36 - ,, / - -4 3o8+0/ [Q. _/•
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5 BEGIN REACH 2(RESTORATION) 3 '•iy=easi�i?p o o END T2
80 j REACH 2(RESTORATION)
01 °o
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395 - 1�... ; 395 385 385
t.•1
ft
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404+00 404+50 405+00 405+50 406+00 406+50 407+00 407+50 408+00 408+50 (n C O
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F E E
E E E
Go,iIE�
-
NOTES:
I CO
E 4 - O 'i 1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
oi
E/ °o 3 2. AS-BUILT INFORMATION FOR T3 LINEAR WETLAND IS
E E E E '.' °O,- / Ct
E E E — / ADDRESSED ON SHEET 1.4./ E E E �°03,3°/ 2. AS-BUILT INFORMATION FOR T3A IS ADDRESSED ON SHEET
E E E •1.5&SHEET2.23.
P.
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408+50 409+00 409+50 410+00 410+50 410+9(411+00 411+50 412+00 412+50 413+00 (J) 0 O
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NOTE: O ' H
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1D
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DESIGN GRADE ,....A.)„......„ 111,..it4<,
r / 1
I-i
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365 - 365 360 Il y� T� 360
/ 1
ft
I__/ \AS-BUILT GRADE •E
O
360 - 360 355 355 �-i
O
413+00 413+50 414+00 414+50 415+00 415+50 416+00 416+50 CP i O
CO
NOTESDEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED. H
2. AS-BUILT INFORMATION FOR T1 IS ADDRESSED ON SHEETS ct
2.9 THROUGH 2.16.
--0000l—aol aol— o// W �. �. W �. W �.
3J OOl _am—QOl— O
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(VERT CAL)
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/'' , &o° 1.4 AND SHEETS 2.20 THROUGH 2.22. --i
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410 400
410 - 400
G7
4Z 'a,au.
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PRE-CONSTRUCTION GRADE r-1 w w
405 395
405 - 395
// \\/ \\ DESIGN GRADE ; : :i)\-J
400 - / 400 390 \ 390
\ // \ — 77\ y
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395 - \ / \ 395 385 V 385
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001 001— 33 3J 001 °pj I+ 2. AS-BUILT INFORMATION FOR T4 LINEAR WETLAND
+ �, 33 33 001 001 111 IS ADDRESSED ON SHEET 1.6. i
°•7� I Q
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375 - DESIGN GRADE \\/ \ \ / 375 370 \ \ 370
ft
DESIGN GRADE
AS-BUILT GRADE
U
370 - 370 365 365 �-i
•r O
505+50 506+00 506+50 507+00 507+50 508+00 508+50 509+00 509+50 510+00 (JO O
NOTES di
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1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
/ 2. AS-BUILT INFORMATION FOR T4A LINEAR WETLAND ISft
aT—am _°3J°O� ADDRESSED ON SHEET 1.7.
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355 355 +�/ U
354 354 a--'
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'510+00 510+50 511+00 511+50 512+00 512+50 513+00 513+50 514+00 514+50 cn O O
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VP-9 I 1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED. H
` col-- 2. AS-BUILT INFORMATION FOR T5 IS ADDRESSED ON SHEET a--�
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360 355
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355 — \ �f- 350 �y • ��C..
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AS-BUILT GRADE
AS-BUILT GRADE bc
350 - 350 345 345 •�
ft
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345 -
u4.5345 340 340 C-i
O
514+50 515+00 515+50 516+00 516+50 517+00 O
7
NOTES:1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
2. AS-BUILT INFORMATION FOR Ti IS ADDRESSED ON SHEETS ft
2.9 THROUGH 2.16.
1 4 O
11 3J a l-0OI- 1-OOl- O1-OO1 00^// / ®®•
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AS-BUILT GRADE
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385 - 385 375 375 �-i
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602+00 602+50 603+00 603+50 604+00 604+50 605+00 605+50 (J� � O
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ROCK FLOODPLAIN OUTLET INSTALLED TO o IU/ •�
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STA:602+84 BEGIN REACH 2(RESTORATION)
> I
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CHANNEL STABILITY.
\ STA:601+85-602+33
CONSTRUCTED RIFFLE NOT INSTALLED x
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v \\s I CE - y CE o
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365 365 - �-i
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605+50 606+00 606+50 607+00 607+50 608+00 608+50 (▪J� O
STA.511+51 / NOTES: 0 '
T4 — 4 1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED. H
om END REACH 1(RESTORATION) V 2. AS-BUILT INFORMATION FOR T4 IS ADDRESSED ON SHEET _
BEGIN REACH 2(RESTORATION) I `,21 1.6 AND SHEETS 2.24 THROUGH 2.27.
/ �XS-19 I 1
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350 V % A 350
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345 345 ft
700+00 700+50 701+00 701+50 702+00 702+50 703+00 703+50 704+00 704+50
NOTES:
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2. AS-BUILT INFORMATION FOR T6A IS ADDRESSED ON SHEET L) ft
I1.11. I--1 U
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345 ^� 345
PRE-CONSTRUCTION GRADE - _
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INV:344.70 /�/—
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INV:345.03 LAS-BUILT CULVERT I �� .ePs':-*M. ':>j�
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335 335
704+50 705+00 705+50 706+00 706+50 707+00 707+50 708+00 708+50 709+00 709+20
ft
NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED. 7j •'"'
>Gj 'co 2. AS-BUILT INFORMATION FOR DANIELS CREEK IS
I °p ADDRESSED ON SHEETS 2.1 THROUGH 2.8. 0
a, \° 3. AS-BUILT INFORMATION FOR T6A IS ADDRESSED ON SHEET U ct
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395 - \\f�` 395El
390
1
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390 - \ 11 385 :b
PRE-CONSTRUCTION GRADE / \`
DESIGN GRADEJJJ///
PRE-CONSTRUCTION GRADE
385 - 385 380 380 •�
ft
I--I -'
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380 - 380 375 375 }' �_, �-i
800+00 800+50 801+00 801+50 802+00 I
802+50 803+00 803+50 804+00 (J� O
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o / 7 / *
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DESIGN GRADE ` / I / I- _/
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- ( DESIGN GRADE
ft
PRE-CONSTRUCTION GRADE p
370 - 370 360 360 CD
370
C
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360 350
360 - I / 350
355 - 355 345 345 �-1
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808+50 809+00 809+50 810+00 810+50 811+00 811+50 812+00 812+50 813+00 (J� � 0,
411
1 / NOTES: O [�-
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a� a� a� a� a� a� a� a� a� a� ° / 2. AS-BUILT INFORMATION FOR DANIELS CREEK IS ft
1 ADDRESSED ON SHEETS 2.1 THROUGH 2 8 biD , '
1 ▪'- u
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T7 / .4• DANIELS CREEK ,i-1
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1 oot , oo / BEGIN REACH 3(RESTORATION) iJ.i
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. . . . . . . 3. ELEVATION DEVIATIONS BETWEEN AS-BUILT GRADE AND
W O
W W W W W PRE-CONSTRUCTION GRADE WAS DUE TO ▪r-1
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Streambank Planting Zone 1 -3.06 Acres Buffer Planting Zone 3 -26.08 Acres Permanent Seeding Outside Easement Zone 5 -5.23 6.43 Acres q Z
z .SHE
Live Stakes Bare Root Approved Date Species Name Common Name Stratum Density Percentage w 3 w'
(Ibs/acre)
Indiv. %of Max Indiv. Min. of Species Common Name Spacing Min.Size Stratum Stems Species Common Name Caliper Stratum All Year Festuca arundinacea Tall Fescue Herb 40 70%
Spacing Spacing Stems
Size
Salix nigra Black Willow 3-6 ft. 0.5"-1.5"cal. Shrub 35% All Year Festuca rubra Creeping Red Fescue Herb 40 10%
Platanus occidentalis Sycamore 12 Ft. 6-12 ft. 0.25"-1.0" Canopy 20%
Cornus ammomum Silky Dogwood 3-6 ft. 0.5"-1.5"cal. Shrub 20% All Year Dactylis glomerate Orchardgrass Herb 40 20%
Quercus phellos Willow Oak 12 Ft. 6-12 ft. 0.25"-1.0" Canopy 10%
Salix sericea Silky Willow 3-6 ft. 0.5"-1.5"cal. Shrub 25% 100%
Betula nigra River Birch 12 Ft. 6-12 ft. 0.25"-1.0" Canopy 15% �0‘111111,��
Sambucus canadensis Elderberry 3-6 ft. 0.5"-1.5"cal. Shrub 10% Taxodium distichum Bald Cypress 12 Ft. 6-12 ft. 0.25"-1.0" Canopy10% PLANTING ACREAGE ADJUSTMENT BASED ON PERMIT MODIFICATION `� *k••••• ,�
YP IN ESC PLAN TO UPDATE LOD TO ADD ADDITIONAL HAUL ROADS. zip:�pL '•d
Cephalanthus occidentalis Buttonbush 3-6 ft. 0.5"-1.5"cal. Shrub 10% ` . cn�d.4
m i. .
Qu ,cus pagoda 'wamp Cbark Oaf. 12 Ft. 6-12 ft. 0.25"-1.0" Canopy 10% -�• w oN
100% Quercus pagoda Cherrybark Oak � : om
Herbaceous Plugs fib-•• 474.
Populus deltoides Eastern Cottonwood 12 Ft. 6-12 ft. 0.25"-1.0" Canopy 10% Permanent Riparian Seeding -26.08 Acres .�'94;;-----
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Juncus effusus Common Rush 4 ft. 1.0"-2.0"plug Herb 40% Quercus shumardii Shumard Oak 12 Ft. 6-12 ft. 0.25"-1.0" Canopy 5% p
Car..x,.luta Breadwi rg-Sedge Celtis laevigata Sugarberry* 12 Ft. 6-12 ft. 0.25"-1.0" Canopy 5% Pure Live Seed(20 lbs/acre)
Carex vulpenoidea Fox Sedge 4 ft. 1.0"-2.0"plug Herb 15%
%of
Diospyros virginiana Common Persimmon 12 Ft. 6-12 ft. 0.25"-1.0" Canopy 5% ApprovedDate Species Name Common Name Stratum Stems
Carex lurida Lurid Sedge 4 ft. 1.0"-2.0"plug Herb 15%
Acer negundo Boxelder 12 Ft. 6-12 ft. 0.25"-1.0" Canopy 7% All Year Panicum rigidulum Redtop Panicgrass Herb 3.0
Carex crinita Fringed Sedge 4 ft. 1.0"-2.0"plug Herb 15%
Viburnum pruifolium Blackhaw Viburnum** 12 Ft. 6-12 ft. 0.25"-1.0" Midstory 1% All Year Sorghastrum nutans Indian grass Herb 3.0
Scirpus cyperinus Woolgrass 4 ft. 1.0"-2.0"plug Herb 15%
Airefentehierzerthereet G,wny Cewie,x,,y All Year Chasmanthium latifolium River Oats Herb 1.0
100% Hamamelis virginiana Witch-Hazel 12 Ft. 6-12 ft. 0.25"-1.0" Midstory 1%
All Year Elymus virginicus Virginia Wild Rye Herb 3.0
A,..,etrhm..yl✓atn,a Lindera Peintcd Du.,k-L,y.,
benzo/n Spicebush 12 Ft. 6-12 ft. 0.25"-1.0" Understory 1% All Year Panicum clandestinum Deertongue Herb 3.0 ft
All Year Carex vulpenoidea Fox Sedge Herb 2.0
100%
Streambank Planting Zone 2 -0.86 Acres All Year Rudbeckiahirta Blackeyed Susan Herb 1.0 70 ;�
"'could sub for black gum if not available ;--i O
Live Stakes All Year Coreopsis lanceolate Lanceleaf Coreopsis Herb 1.0 0 ,L.1
**could sub for V.nudum or V.dentatum if not available CJ rt
Indiv. %of All Year Bidens aristosa Bur-marigold Herb 1.0 U
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Species Common Name Spacing Min.Size Stratum Stems
Chamaecrista
Cornus ammomum Silky Dogwood 3-6 ft. 0.5"-1.5"cal. Shrub 30% All Year fasciculata var. Partridge Pea Herb 1.0 a..,
fasciculata •, �"'��
Sal&sericea Silky Willow 3-6 ft. 0.5"-1.5"cal. Shrub 40% - ,--i
All Year Helianthus angustifolia Swamp sunflower Herb 1.0
Sambucuscanadensis Elderberry 3-6ft. 0.5"-1.5"cal. Shrub 15% Wetland Planting Zone 4 -22.48 Acres Z bk)
20.0 0
Cephalanthus occidentalis Buttonbush 3-6 ft. 0.5"-1.5"cal. Shrub 15% Min. 4 r •+�
Species Common Name Max Indiv. Caliper Stratum %of +'
100% Spacing Spacing Size Stems CI
Herbaceous Plugs Bare Root 4 0
Juncus effusus Common Rush 4 ft. 1.0"-2.0"plug Herb 40% Platanus occidentalis Sycamore 12 Ft. 6-12 ft. 0.25"-1.0" Canopy 15%
U
Cra..x�luru Temporary Seeding -54.49 Acres
Breadvai rg-Sedge Quercus lyrata Overcup Oak 12 Ft. 6-12 ft. 0.25"-1.0" Canopy 4B%15% �i11
Carex vulpenoidea Fox Sedge 4 ft. 1.0"-2.0"plug Herb 15%
Betula nigra River Birch 12 Ft. 6-12 ft. 0.25"-1.0" Canopy 10%15% Pure Live Seed
Carex lurida Lurid Sedge 4 ft. 1.0"-2.0"plug Herb 15% Density t.) II
.
Nyssa biflora Swamp Gum 12 Ft. 6-12 ft. 0.25"-1.0" Canopy 10%15% Approved Date Species Name Common Name Stratum (Ibs/acre) �J
Carex crinita Fringed Sedge 4 ft. 1.0"-2.0"plug Herb 15% cn
Taxodium distichum Bald Cypress 12 Ft. 6-12 ft. 0.25"-1.0" Canopy 20% Aug 15-May 1 Secale cereale Rye Grain Herb 140
Scirpus cyperinus Woolgrass 4 ft. 1.0"-2.0"plug Herb 15% .
Cha,,,arcyparis tl,y,iJ..s Atlantie Whit.,CJa, 12 Ft. 6-12 ft. 0.25"-1.0" Canopy 5% May 1-Aug 15 Setaria italica German Millet Herb 50E
100% Ulmus americana American Elm 7%
ft
Qucrcu3 michauxii 'vamp Chst,,ut Oak 5%
Quercus pagoda Cherrybark Oak 12 Ft. 6-12 ft. 0.25"-1.0" Canopy 8
Zone 1-Streambank Planting Zone:3.06 Acres
.5 fLpulus I,et..rephyllu SvaanyF C tt weed %5
Cephalanthus occidentalis Buttonbush 12 Ft. 6-12 ft. 0.25"-1.0" Canopy 3
Nyssa aquati„a Water,Tu,,eiu 5%
Zone 2-Streambank Planting Zone:0.86 Acres 12 Ft. 6-12 ft. 0.25"-1.0" Canopy
Arionia arbutifolia Red Chokeberry 2%
c( Y�� /> X(� Live Stake Zone 3-Buffer Planting Zone:26.08 Acres Salix nigra Black Willow 12 Ft. 6-12 ft. 0.25"-1.0" Midstory 15%
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100%
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