HomeMy WebLinkAbout20201357 Ver 1_Starker MY0_Report Final_Printed_20230530ID#* 20201357 Version* 1
Select Reviewer:
Ryan Hamilton
Initial Review Completed Date 05/30/2023
Mitigation Project Submittal - 5/30/2023
Is this a Prospectus, Technical Proposal or a New Site?* Yes No
Type of Mitigation Project:*
Stream Wetlands Buffer Nutrient Offset
(Select all that apply)
Project Contact Information
Contact Name: * Email Address:
Catherine Roland catherine@waterlandsolutions.com
Project Information
ID#: * 20201357 Version:* 1
Existing ID# Existing Version
Project Type: DMS Mitigation Bank
Project Name: Starker Mitigation Site
County: Catawba
Document Information
Mitigation Document Type:*
Mitigation As -Built Plans
File Upload: Starker MYO_Report Final _Printed.pdf 117.17MB
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Signature
Print Name:* Catherine Roland
Signature:
Water & Land Solutions, L.L.C
(919) 614–5111 • info@waterlandsolutions.com
7721 Six Forks Road, Suite 130, Raleigh, NC 27615
www.waterlandsolutions.com
May 26, 2023
US Army Corps of Engineers: Wilmington District
Asheville Regulatory Field Office
Attn: Steve Kichefski
151 Patton Avenue, Suite 208
Asheville, NC 28801
RE: Starker Mitigation Project, WLS Catawba 01 Umbrella Bank – Second Credit Release Request (As-
Built Baseline Report/Construction Completion)
Dear Mr. Kichefski:
Water & Land Solutions (WLS) respectfully requests the second credit release on the Starker
Mitigation Project for 15% of the total stream credits per the WLS Catawba 01 UMBI approval
letter dated 09/30/21. This credit release amount would be 1,448.51 stream credits. Also included
in this letter is the anticipated bank credit release schedule per the USACE-Wilmington template.
The following items have been completed and approved in regard to completion of Task 2: site
earthwork, site planting, installation of monitoring devices, As-Built Baseline (MY0) Report and
Drawings, and the monitoring financial assurance (bond policy) is active. There were no
deviations to the design plans that would affect credits as noted in the as-built report.
If you need any additional information, please contact me directly.
Sincerely,
Catherine Roland
Project Manager
7721 Six Forks Rd., Suite 130
Raleigh, NC 27615
Mobile Phone: 571-643-3165
Email: catherine@waterlandsolutions.com
Project Name:
Sponsor Name:
USACE Action ID:
NCDWQ Action ID:
Non-Forested
Wetland
Credits
Warm
Water
Cool
Water
Cold
Water
Riparian
Riverine
Riparian
Non-Riverine Non-Riparian Coastal
9,656.73
9,656.73
Scheduled
Releases
Warm
Water
Cool
Water
Cold
Water
Scheduled
Releases
Riparian
Riverine
Riparian
Non-Riverine Non-Riparian Scheduled
Releases Coastal
1 (Bank/Site Establishment)1, 2 15% 1,448.51 15% 15% 1/30/2022 1/20/2022
2 (Year 0/As-Built)3 15% 1,448.51 15% 15% 4/30/2023
3 (Year 1 Monitoring)10% 965.67 10% 10% 1/30/2024
4 (Year 2 Monitoring)10% 965.67 10% 15% 1/30/2025
5 (Year 3 Monitoring)10% 965.67 15% 20% 1/30/2026
6 (Year 4 Monitoring)5% 482.84 5% 10% 1/30/2027
7 (Year 5 Monitoring)10% 965.67 15% 15% 1/30/2028
8 (Year 6 Monitoring)5% 482.84 5% NA NA 1/30/2029
9 (Year 7 Monitoring)10% 965.67 10% NA NA 3/30/2030
Stream Bankfull Standard4 10% 965.67 NA NA NA NA NA NA Varies4
Total Credits Release to Date 1,448.51
Date
Wilmington District Mitigation Bank Credit Release Schedule
4 - A 10% reserve of credits to be held back until the bankfull event performance standard has been met.
1 - The first credit release milestone is based on the potential credits stated in the approved mitigation plan.
2 - The first credit release shall occur upon establishment of the mitigation bank, which includes the following criteria:
1) Execution of the MBI or UMBI by the Sponsor and the USACE;
2) Approval of the final Mitigation Plan;
3) Mitigation bank site must be secured;
4) Delivery of the financial assurances described in the Mitigation Plan;
5) Recordation of the long-term protection mechanism and title opinion acceptable to the USACE;
6) 404 permit verification for construction of the site, if required.
3 - The second credit release is based on the credit totals from the as-built survey, and may differ slightly from the credit totals stated in the mitigation plan.
Contingencies (if any): None
Signature of Wilmington District Official Approving Credit Release
Starker (WLS Catawba 01 UMB)
Water & Land Solutions, LLC
SAW-2020-01540
2020-1357
Potential Credits from Mitigation Plan
Forested Wetland Credits
Total Potential Credits
Projected
Release Date
Actual Release
Date
Potential Credits from As-Built Survey
Stream Credits
Credit Classification
Non-Forested Wetland
CreditsForested Wetland CreditsStream Credits
Current and Future Credit Releases
Credit Release Milestone
Catawba
03050101
2020
5/26/2023
County:
8-Digit HUC:
Year Project Instituted:
Date Prepared:
As-Built Baseline Monitoring Report
Starker Mitigation Project
WLS Catawba 01 Umbrella Mitigation Bank
Monitoring Year 0
Calendar Year of Data Collection: 2023
Private Commercial Mitigation Bank for
Stream Compensatory Mitigation Credits
Catawba River Basin (CU 03050101)
(Warm Water Thermal Regime)
USACE Action ID Number: SAW-2020-01540
Catawba County, NC
Data Collection Period: January – May 2023
Submission Date: May 2023
Prepared for:
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, North Carolina 28403-1343
Prepared by:
TTable of Contents
1 Project Summary ................................................................................................................................... 1
1.1 Project Location and Description .................................................................................................. 1
1.2 Monitoring Schedule and Reporting ............................................................................................. 1
1.3 Project Goals and Objectives ........................................................................................................ 1
1.4 Project Success Criteria ................................................................................................................. 2
1.4.1 Single-Thread Streams .......................................................................................................... 2
1.4.2 Vegetation ............................................................................................................................. 3
1.4.3 Visual Assessment ................................................................................................................. 3
2 Project Mitigation Components ............................................................................................................ 3
2.1 Project Components ..................................................................................................................... 3
2.2 Design/Approach .......................................................................................................................... 4
2.2.1 Stream ................................................................................................................................... 4
3 As-Built (Baseline) Condition ................................................................................................................ 4
3.1 As-built (Baseline) Survey ............................................................................................................. 4
3.2 As-Built (Baseline) Plans/ Record Drawings .................................................................................. 5
3.3 As-Built/ Baseline Assessment ...................................................................................................... 5
3.3.1 Morphological Assessment ................................................................................................... 5
3.3.2 Stream Hydrology ................................................................................................................. 5
3.3.3 Vegetation ............................................................................................................................. 6
4 Methods ................................................................................................................................................ 6
LIST OF APPENDICES
Appendix A Background Tables
Table 1 Project Mitigation Components
Table 2 Project Activity, Reporting History, and Contacts
Table 3 Project Information and Attributes
Appendix B Visual Assessment Data
Figure 1a-c Current Condition Plan View (CCPV) and Index
Photos Stream Station Photographs (Cross-Sections and Photo Stations)
Vegetation Plot Photographs
Appendix C Vegetation Plot Data
Table 4 MY0 Plant List
Table 5a Stem Counts and Densities Table
Table 5b Vegetation Performance Standards Summary Table
Appendix D Stream Measurement and Geomorphology Data
Baseline Cross-Sections
Table 6a Baseline Stream Data Summary
Table 6b Cross-Section Morphology Data
Appendix E Hydrology
Flow Gauge Installation Diagrams
Crest Gauge Installation Diagram
Groundwater and Surface Water Gauge Photos
Appendix F As-Built Survey/ Record Drawing
1
11 Project Summary
1.1 Project Location and Description
The Starker Mitigation Project (Project) directly abuts Interstate 40 (I-40) between mile markers 133 and
135 in Conover within Catawba County, NC (35.727984, -81.176076). The Project is located within the
Upper Catawba 8-digit HUC 03050101, in the Upper Lake Norman 10-digit HUC 0305010111, in the Lyle
Creek Watershed 12-digit HUC 030501011102, all within the Catawba River Basin. As recommended in
the RBRP, the Project was identified as a potential opportunity to implement water quality improvement
features. The Project also provided an opportunity to implement a combination of land management
practices or conservation measures-collectively with stream restoration and riparian buffer restoration-
resulting in reduced erosion/sedimentation, and reduced nutrients and fecal coliform bacteria.
The Project involved the restoration and permanent protection of nine stream reaches (S100 (North of I-
40, above crossing), S100 (North of I-40 below the crossing), S100 (South of I-40), S102, S101, S200 (North
of I-40), S200 (South of I-40, above crossing), and S200 (South of I-40, below the crossing)) and their
riparian buffers totaling approximately 9,652 linear feet of streams. The Project will provide significant
ecological improvements and functional uplift through decreasing nutrient and sediment loads within the
watershed. See mitigation plan for a detailed benefits summary and Table 1 for a summary of project
assets. Figures 1a, 1b, and 1c illustrate the project mitigation components.
1.2 Monitoring Schedule and Reporting
The Project will be monitored on a regular basis with physical inspections to occur a minimum of twice
per year throughout the seven-year post-construction monitoring period, or until performance standards
are met. The measure of stream restoration success will be documented by bankfull flows and no change
in stream channel classification. The measure of vegetative success for the Project will be the survival of
at least 210 seven-year-old planted trees per acre with an average height of 10 feet at the end of year
seven of the monitoring period. Site inspections and monitoring reports will also identify components and
features that require routine maintenance or adaptive management. The easement holder and long-term
steward is Unique Places to Save (UP2S). UP2S will be responsible for annual inspection of the Project
after close-out to ensure that restrictions in place required by the recorded Conservation Easement Deed
are being upheld.
1.3 Project Goals and Objectives
The Project will meet the goals and objectives described in the approved Final Mitigation Plan and will
address general restoration goals and opportunities outlined in the North Carolina Division of Mitigation
Services (DMS) Catawba River Basin Restoration Priorities (RBRP; NCEEP, 2007, amended 2013) and in the
Catawba River Basin wide Water Quality Plan (NCDWQ, 2010). Watershed goals and management
strategies will be met by:
x Restoring aquatic habitats that are currently degraded by cattle access and bank erosion.
x Improving water quality by excluding cattle.
x Restoring riparian buffers.
x Stabilizing streams that are part of a WS-IV watershed.
2
x Serving to continue existing water quality initiatives that are on-going in the watershed.
To accomplish these project-specific goals, the following objectives will be measured to document overall
project success:
x Provide a floodplain connection to the incised Project stream reaches by lowering bank height
ratios (BHRs) to less than 1.2, thereby promoting more natural floodplain storage and overbank
flood flows,
x Improve bedform diversity by increasing scour pool spacing and depth variability,
x Increase native species riparian buffer and native vegetation density/composition along
streambank and riparian areas,
x Improve aquatic habitat and fish species diversity and migration through the addition of in-stream
cover and native woody debris,
x Site protection through a 29.91-acre conservation easement with minimum 50-foot riparian
buffers from the top of banks along all streams in perpetuity.
11.4 Project Success Criteria
The success criteria for the Project will follow approved performance standards and monitoring protocols
from the final approved mitigation plan, which was developed in compliance with the USACE October
2016 Guidance, USACE Stream Mitigation Guidelines (April 2003 and October 2005), and the 2008
Compensatory Mitigation Final Rule. Cross-section and vegetation plot data will be collected in Years 0, 1,
2, 3, 5, and 7. Stream and wetland hydrology data and visual monitoring will be reported annually. Specific
success criteria components and evaluation methods are described below.
1.4.1 Single-Thread Streams
Stream Hydrology: Four separate bankfull or over bank events must be documented within the seven-year
monitoring period and the stream hydrology monitoring will continue until four bankfull events have been
documented in separate years. Stream hydrology monitoring will be accomplished with pressure
transducers installed in pools and correlating sensor depth to top of bank elevation (see Appendix D for
installation diagrams). Recorded water depth above the top of bank elevation will document a bankfull
event. The devices will record water depth every 30 minutes and will be inspected quarterly. In addition to
the pressure transducers, visual indicators such as wrack lines and vegetation matting will be used to
document bankfull events.
Stream Profiles, Vertical Stability, and Floodplain Access: Stream profiles, as a measure of vertical stability
and floodplain access, will be evaluated by looking at Bank Height Ratios (BHR). In addition, observed
bedforms should be consistent with those observed for channels of the design stream type(s). The BHR
shall not exceed 1.2 along the restored Project stream reaches. This standard only applies to restored
reaches of the channel where BHRs were corrected through design and construction. Vertical stability will
be evaluated with visual assessment, cross-sections and, if directed by the IRT, longitudinal profile.
Stream Horizontal Stability: Cross-sections will be used to evaluate horizontal stream stability. There
should be minor change expected in as-built restoration cross-sections. If measurable changes do occur,
they should be evaluated to determine if the changes represent a movement toward a more unstable
condition (e.g., downcutting, erosion) or a movement towards increased stability (e.g., settling, vegetation
3
establishment, deposition along the streambanks, decrease in width/depth ratio). Cross-sections shall be
classified using the Rosgen Stream Classification method and all monitored cross-sections should fall within
the quantitative parameters defined for channels of the design stream type.
Reference photo transects will be taken at each permanent cross-section. Lateral photos should not
indicate excessive erosion or continuing degradation of the streambanks. Photographs will be taken of both
streambanks at each cross-section. A survey tape stretched between the permanent cross-section
monuments/pins will be centered in each of the streambank photographs and as much of the streambank
as possible will be included in each photo. Photographers will attempt to consistently maintain the same
area in each photo over time.
Jurisdictional Stream Flow: Monitoring of stream flow will be conducted to demonstrate that the restored
stream systems classified as intermittent exhibit surface flow for a minimum of 30 consecutive days
throughout some portion of the year during a year with normal or below normal rainfall conditions. Stream
flow monitoring will be accomplished with pressure transducers installed in pools and correlating sensor
depth to the downstream top of riffle elevation. If the pool water depth is at or above the top of riffle
elevation, then the channel will be assumed to have surface flow (see Appendix E for installation diagrams).
The devices will record water elevation twice per day and will be inspected quarterly to document surface
hydrology and provide a basis for evaluating flow response to rainfall events.
1.4.2 Vegetation
Vegetation monitoring will occur in the fall each required monitoring year, prior to leaf drop. Plots will be
monitored in years 1, 2, 3, 5, and 7. Vegetative success for the Project during the intermediate monitoring
years will be based the survival of at least 320, three-year-old planted trees per acre at the end of Year 3
of the monitoring period; and at least 260, five-year-old, planted trees per acre that must average seven
feet in height at the end of Year 5 of the monitoring period. The final vegetative restoration success criteria
will be achieving a density of no less than 210, seven-year-old planted stems per acre that must average
10 feet in height in Year 7 of monitoring.
1.4.3 Visual Assessment
WLS will conduct visual assessments in support of mitigation performance monitoring. Visual assessments
of all stream reaches will be conducted twice per monitoring year with at least five months in between
each site visit for each of the seven years of monitoring. Photographs will be used to visually document
system performance and any areas of concern related to streambank and bed stability, condition of in-
stream structures, channel migration, active headcuts, live stake mortality, invasive plant species or animal
browsing, easement boundary encroachments, cattle exclusion fence damage and general streambed
conditions. Permanent photo points will be at the cross-sections and crossings.
22 Project Mitigation Components
2.1 Project Components
The Project mitigation components include a combination of Stream Restoration Priority I and Priority II
activities, as summarized in the table below.
4
Mitigation Plan Stream Mitigation Credits (SMCs)
Project Reach
Designation Type of Mitigation
Existing
Stream
Length
(LF)
Proposed
Creditable
Length
(LF)
Proposed
Uncreditable
Length (ft) Ratio
Stream
Mitigation
Credits (SMCs)
S100 (North of
I-40, above
crossing)
Stream Restoration
(PI/PII) 1,127 1,169.54 68.69 1:1 1,169.54
S102 Stream Restoration (PII) 110 98.96 25.44 1:1 98.96
S103 Stream Restoration (PII) 81 56.44 0 1:1 56.44
S100 (North of
I-40, below
crossing)
Stream Restoration
(PI/PII) 2,490 2,117.61 103.4 1:1 2,117.61
S100 (South of
I-40)
Stream Restoration
(PI/PII) 1,829 1,888.07 85.88 1:1 1,888.07
S101 Stream Restoration (PII) 96 79.57 0 1:1 79.57
S200 (North of
I-40) Stream Restoration (PII) 785 704.85 56.18 1:1 704.85
S200 (South of
I-40, above
crossing)
Stream Restoration (PI) 550 491.16 110.61 1:1 491.16
S200 (South of
I-40, below
crossing)
Stream Restoration
(PI/PII) 2,897 3,050.53 14.40 1:1 3,050.53
Totals 9,965 9,656.73 464.61 9,656.73
Note: No mitigation credits were calculated outside the conservation easement boundaries.
22.2 Design/Approach
2.2.1 Stream
The Project stream design approach included a combination of Stream Restoration Priority I and Priority
II activities. Priority Level I and II Restoration reaches incorporated the design of a single-thread
meandering channel and step-pool channels. The restoration of a stable planform, profile and dimension,
will encourage frequent overbank flows and adequate sediment transport throughout the watershed. All
non-vegetated areas within the conservation easement were planted with native species vegetation and
any areas of invasive species were removed and/ or treated.
3 As-Built (Baseline) Condition
3.1 As-built (Baseline) Survey
An as-built survey conducted under the responsible charge of a North Carolina Professional Land Surveyor
(WithersRavenel, Surveyor) was performed to document the as-built or baseline condition of the Project
post-construction. The Project construction and planting were completed in March 2023 and baseline
monitoring activities occurred between January and May of 2023. The as-built survey was conducted in
April 2023 and included a topographic survey (1ft contours), locating the constructed stream channels, in-
5
stream structures, monitoring device locations, a longitudinal profile survey for each project reach, and
cross-section surveys for each reach.
33.2 As-Built (Baseline) Plans/ Record Drawings
The results of the as-built survey establish and document post-construction or baseline conditions and
will be used for comparing annual post-construction monitoring data. The as-built plans or record
drawings were developed utilizing the final construction plans as the “background”, and then overlaying
the as-built survey information on the plan and profile sheets. Any significant adjustments or deviations
made to the final construction plans during construction are shown as redline mark-ups or callouts on the
as-built survey plan sheets. The as-built plans/record drawings are located in Appendix F.
3.3 As-Built/ Baseline Assessment
No deviations of significance were documented between the final construction plans and the as-built
condition that may affect channel performance or changes in vegetation species planted. A bedrock
outcrop was encountered on S100 South of I-40 from station 63+92 – 65+50 which required a minor
realignment during construction. The realigned section was designed within the proposed reach
parameters and is stable. No issues or problems were observed after construction.
3.3.1 Morphological Assessment
Morphological data for the as-built profile was collected during February - April 2023. Refer to Appendices
B and D for summary data tables, morphological plots, and stream photographs.
3.3.1.1 Stream & Longitudinal Profile and Horizontal Pattern
The MY0 stream channel longitudinal profiles closely match the design parameters. As shown on the
design profiles, riffles were depicted as straight lines with consistent slopes. Various locations for the riffle
profiles shown on the as-built survey illustrate multiple slope breaks due to the installation of log and rock
structures and woody debris within the streambed. The constructed riffle slopes and pool depths vary
slightly from design parameters due to field adjustments and fine sediment migration during construction.
The MY0 plan form geometry, or pattern, fell within acceptable ranges of the design parameters for all
restored reaches. As described in Section 3.3 and illustrated on the red line as-built drawings, the pattern
adjustments were variable along the specified reach sections. However, the channel adjustments in riffle
slopes, pool depths and pattern do not present a stability concern or indicate a need for remedial action
and will be assessed visually and documented in the annual monitoring reports.
3.3.1.2 Stream Channel Dimension
The MY0 stream channel dimensions generally match the design parameters and are within a stable range
of tolerance. It is expected that over time that some pools may accumulate fine sediment and organic
matter, however, this is not an indicator of channel instability. Maximum riffle depths are expected to
fluctuate slightly throughout the monitoring period as the channels adjust to the restored flow regime.
3.3.2 Stream Hydrology
3.3.2.1 Stream Flow
Three pressure transducers (flow gauges) were installed in January and February 2023 in the restoration
sections on reaches S101, S102, and S103 to document baseflow conditions. These locations can be found
on Figure 1, and data will be included in the Monitoring Year 1 Report.
6
3.3.2.2 Bankfull Events
Two crest gauges were installed in January and February 2023 to document bankfull events on S100
(South of I-40) and S200 (South of I-40, below crossing). WLS installed a pressure transducer to validate
flood status. Stream hydrology data will be included in the Monitoring Year 1 Report in this section and in
the appendices. Gauge locations can be found on Figures 1a-1c.
3.3.3 Vegetation
Monitoring of the 24 permanent vegetation plots was completed during March and April of 2023.
Vegetation data can be found in Appendix C with the associated photos located in Appendix B. The MY0
average planted density is 702 stems per acre, which exceeds the interim measure of vegetative success
of at least 320 planted stems per acre at the end of the third monitoring year. Each vegetation plot is
meeting success criteria with 567 to 1,012 stems per acre. Volunteer species were not noted at baseline
monitoring but are expected to establish in upcoming years. Visual assessment of vegetation outside of
the monitoring plots indicates that the herbaceous vegetation is establishing well throughout the project.
44 Methods
Stream cross-section monitoring was conducted using a Topcon Total Station. Three-dimensional
coordinates associated with cross-section data were collected in the field (NAD83 State Plane feet PIPS
3200). Morphological data was collected at 23 cross-sections. Survey data was imported into Microsoft
Excel® for processing and analysis.
The stage recorders include an automatic pressure transducer set in PVC piping in the channel. The
elevation of the bed and top of bank at each stage recorder location was recorded to be able to document
presence of water in the channel and out of bank events. Visual observations (i.e. wrack or debris lines)
will also be used to document out of bank events.
Vegetation success is being monitored at a total of 24 permanent vegetation plots. Vegetation plot
monitoring follows the CVS-EEP Level 2 Protocol for Recording Vegetation, version 4.2 (Lee et al. 2008)
and includes analysis of species composition and density of planted species. The data is processed using
the NCDMS ShinyApp tool. In the field, the four comers of each plot were permanently marked with PVC
at the origin and rebar at the other comers. Photos of each plot will be taken from the origin each
monitoring year. Tree species and height will be recorded for each planted stem.
Appendix A:
Background Tables
Table 1: Project Mitigation Components
Table 2: Project Activity, Reporting History, and Contacts
Table 3: Project Information and Attributes
Existing Mitigation
Footage Plan As-Built
or Footage or Mitigation Restoration Priority Mitigation Footage or
Project Segment Acreage Acreage Category Level Level Ratio (X:1) Acreage Comments
S100 (North of I-40,
above crossing)1,127 1,170 Warm R PI/PII 1.00000 1,176
Full channel restoration, planted buffer, permanent conservation
easement
S102 110 99 Warm R PII 1.00000 96
Full channel restoration, planted buffer, permanent conservation
easement
S103 81 56 Warm R PII 1.00000 73
Full channel restoration, planted buffer, permanent conservation
easement
S100 (North of I-40,
below crossing)2,490 2,118 Warm R PI/PII 1.00000 2,114
Full channel restoration, planted buffer, permanent conservation
easement
S100 (South of I-40)1,829 1,888 Warm R PI/PII 1.00000 1,866
Full channel restoration, planted buffer, permanent conservation
easement
S101 96 80 Warm R PII 1.00000 78
Full channel restoration, planted buffer, permanent conservation
easement
S200 (North of I-40)785 705 Warm R PII 1.00000 707
Full channel restoration, planted buffer, permanent conservation
easement
S200 (South of I-40,
above crossing)550 491 Warm R PI 1.00000 489
Full channel restoration, planted buffer, permanent conservation
easement
S200 (South of I-40,
below crossing)2,897 3,051 Warm R PI/PII 1.00000 3,053
Full channel restoration, planted buffer, permanent conservation
easement
Non-Rip Coastal
Warm Cool Cold Riverine Non-Riv Wetland Marsh
Restoration 9,656.73
Re-establishment
Rehabilitation
Enhancement
Enhancement I
Enhancement II
Creation
Preservation
Totals 9,656.73
**Credit totals from Final Starker Mitigation Plan
Restoration Level
Stream Riparian Wetland
Table1.StarkerMitigationProjectͲMitigationAssetsandComponents
ProjectCredits
Table 2: Project Timeline and Contacts
Data Collection Task Completion or
Activity or Deliverable Complete Deliverable Submission
Project Instituted NA 2/20/2018
Mitigation Plan Approved NA 8/20/2020
Construction (Grading) Completed NA 3/15/2023
Planting Completed NA 3/14/2023
As-built Survey Completed NA 4/18/2023
MY-0 Baseline Report 4/18/2023
MY1+ Monitoring Reports
Remediation Items (e.g. beaver removal, supplements, repairs etc.)
Encroachment
Designer
Primary project design POC
Construction Contractor
Construction contractor POC
Survey Contractor
Survey contractor POC
Planting Contractor
Planting contractor POC
Seeding Contractor
Contractor point of contact
Seed Mix Sources
Nursery Stock Suppliers (Bare Roots)
Nursery Stock Suppliers (Live Stakes)
Monitoring Performers
Monitoring POC
Starker Mitigation Project
1150 SE Maynard Road, Suite 140, Cary, NC 27511
Erin Bennett, PE (919) 388-0787
Wright Contracting, LLC
Marshall Wright (919) 469-3340
PO Box 545, Siler City, NC 27344
Dave Patton (919) 973-9255
WithersRavenel
115 Mackenan Drive, Cary, NC 27511
Ecosystem Planning & Restoration
Ripple Ecosolutions, LLC
Native Forest Nursery
Kyle Obermiller (828) 808 -2240
(704) 483-3397
Foggy Mountain Nursery
(336) 384-5323
Water & Land Solutions, LLC
215 Moonridge Rd, Chapel Hill, NC 27516
George Morris (919) 818-3984
7721 Six Forks Rd, Ste. 130, Raleigh, NC 27615
Wright Contracting, LLC
PO Box 545, Siler City, NC 27344
Dave Patton (919) 973-9255
Green Resource
(336) 588-6363
S103
S100 (North
of I-40,
below
crossing)
S100 (South
of I-40)S101 S200 (North
of I-40)
S200 (South
of I-40,
above
crossing)
S200 (South
of I-40, below
crossing)
73 2,114 1,866 78 707 489 3,053
Confined Moderately
Confined Unconfined Confined Confined
Moderately
Confined Unconfined
2.5 193.0 252.0 12.0 84.0 115.2 166.4
IPP I PP P
"WS-IV" "WS-IV" "WS-IV" "WS-IV" "WS-IV" "WS-IV" "WS-IV"
-FB (functioning
as G)F B (functioning
as G)C B (functioning
as G)
B
(intermittent)C & B C & B
B
(intermittent)Step-pool & B C & Bc C & B
N/A N/A AE/X N/A N/A N/A AE/X
Supporting
Docs?
NWP27
NWP27
USFWS
(Corr. Letter)
SHPO (Corr.
Letter)
N/A
Permit
N/AEssential Fisheries Habitat No N/A
Coastal Zone Management Act (CZMA or CAMA) No N/A
FEMA Floodplain Compliance Yes Yes
Endangered Species Act Yes Yes
Historic Preservation Act Yes Yes
Water of the United States - Section 404 Yes Yes
Water of the United States - Section 401 Yes Yes
Regulatory Considerations
Parameters Applicable? Resolved?
FEMA classification N/A N/A
Project Area (acres) 29.91
Project Drainage Area Percentage of Impervious Area 4.16%
CGIA Land Use Classification
51% cultivated crops/hay, 26% Forest
(classes 41-43), 17% Developed (urban)
Land (classes 21-24), 4% Impervious, 1%
Shrubland, <1% Grassland
Project Coordinates (latitude and longitude) 35.727984, -81.176076
Planted Acreage (Acres of Woody Stems Planted) 27.7
Project Watershed Summary Information
River Basin Catawba
DWR Sub-basin
Physiographic Province Piedmont
Table 3. Project Background Information
Project Name Starker Mitigation Project
County Catawba
Reach Summary Information
Drainage area (Acres) 59.0 5.0
Perennial, Intermittent, Ephemeral P
Valley confinement (Confined, moderately confined,
unconfined)Confined Confined
I
Project Drainage Area (Acres and Square Miles) 418 acres, 0.653 sq. miles
Catawba River Headwaters
USGS Hydrologic Unit 8-digit 03050101
Stream Classification (proposed)Step-pool &
Bc
B
(intermittent)
Stream Classification (existing) Incised E
B (functioning
as G)
NCDWR Water Quality Classification "WS-IV" "WS-IV"
Parameters
S100 (North
of I-40,
above
crossing)
S102
Length of reach (linear feet) 1,176 96
Appendix B:
Visual Assessment Data
Figure 1a ͲϭĐ: Current Condition Plan View (CCPV)
Stream Station Photographs (Cross-Sections and Photo Stations)
Vegetation Plot Photographs
Figure 1a
Figure 1b
Figure 1c
R
o
c
k
B
a
r
n
R
d
N
E
§¨¦40
Access: 35.727799, -81.171815
Access: 35.717598, -81.178562
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Air
FIGURE
IndexStarker Mitigation Project
Catawba County, North Carolina
NAD 1983 2011 State Plane
North Carolina FIPS 3200 FT US
USACE
Current Conditions Plan View
Monitoring Year 0
0 500 1,000
Feet
±
USACE Action ID Number:
SAW-2020-01540
May 2023
MY0
Conservation Easement
Map Index
")
")
")
")
!.
!.
!.!.S103
S102
S100
S100§¨¦40
Ro
c
k
B
a
r
n
R
d
PG-1
RG-1
FG-1
FG-2
XS-1
XS-2
XS
-
3
X
S
-
4
X
S
-
7
X
S
-
8
X
S
-
6
XS-5
X
S
-
9
XS
-
16
S-17
X
S
-
1
0
8
7
1
6
3
5
2
4
16
PS-2
PS-3
PS-5
PS-1
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Air
FIGURE1aStarker Mitigation Project
Catawba County, North Carolina
NAD 1983 2011 State Plane
North Carolina FIPS 3200 FT US
USACE
Current Conditions Plan View
Monitoring Year 0
0 250 500
Feet
±
USACE Action ID Number:
SAW-2020-01540
May 2023
MY0
Conservation Easement
Stream Mitigation
Restoration P1/P2
Restoration P1
Restoration P2
Top of Bank
Culvert
Fence
Cross Sections (23)
Vegetation Plot (24)
!.Rain Gauge (1)
!.Crest Gauge (2)
!.Flow Gauge (3)
!.Pressure Gauge (1)
")
")
!.
!.
S100
S101
§¨¦40S100
FG-3
CG-1
X
S
-
7
X
S
-
8
X
S
-
6
XS-5
X
S
-
9
X
S
-
1
1
XS-12
XS
-
1
3
X
S
-
1
0
8
76
9
5
11
13
12
10
PS-2
PS-3
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Air
FIGURE1bStarker Mitigation Project
Catawba County, North Carolina
NAD 1983 2011 State Plane
North Carolina FIPS 3200 FT US
USACE
Current Conditions Plan View
Monitoring Year 0
0 250 500
Feet
±
USACE Action ID Number:
SAW-2020-01540
May 2023
MY0
Conservation Easement
Stream Mitigation
Restoration P1/P2
Restoration P1
Restoration P2
Top of Bank
Culvert
Fence
Cross Sections (23)
Vegetation Plot (24)
!.Rain Gauge (1)
!.Crest Gauge (2)
!.Flow Gauge (3)
!.Pressure Gauge (1)
")
")
")
!.
S200
S200
§¨¦40
CG-2
X
S
-
8
XS-1
4
XS
-
1
6
XS-
1
7
X
S
-
1
8
X
S
-
1
9
XS-20
X
S
-
2
1
X
S
-
2
3
XS-22
XS
-
1
5
76
14
24
20
18
15
17
21
23
16 19
22
PS-4
PS-5
PS-6
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Air
FIGURE1cStarker Mitigation Project
Catawba County, North Carolina
NAD 1983 2011 State Plane
North Carolina FIPS 3200 FT US
USACE
Current Conditions Plan View
Monitoring Year 0
0 250 500
Feet
±
USACE Action ID Number:
SAW-2020-01540
May 2023
MY0
Conservation Easement
Stream Mitigation
Restoration P1/P2
Restoration P1
Restoration P2
Top of Bank
Culvert
Fence
Cross Sections (23)
Vegetation Plot (24)
!.Rain Gauge (1)
!.Crest Gauge (2)
!.Flow Gauge (3)
!.Pressure Gauge (1)
S103,XSͲ1,LeftBank(MYͲ00)S103,XSͲ1,Upstream(MYͲ00)
S103,XSͲ1,Downstream(MYͲ00)S103,XSͲ1,RightBank(MYͲ00)
S102,XSͲ2,Upstream(MYͲ00)
S102,XSͲ2,Downstream(MYͲ00)
S102,XSͲ2,LeftBank(MYͲ00)
S102,XSͲ2,RightBank(MYͲ00)
S100North,XSͲ3,Upstream(MYͲ00)
S100North,XSͲ3,Downstream(MYͲ00)
S100North,XSͲ3,LeftBank(MYͲ00)
S100North,XSͲ3,RightBank(MYͲ00)
S100North,XSͲ4,Upstream(MYͲ00)
S100North,XSͲ4,Downstream(MYͲ00)
S100North,XSͲ4,LeftBank(MYͲ00)
S100North,XSͲ4,RightBank(MYͲ00)
S100North,XSͲ5,Upstream(MYͲ00)
S100North,XSͲ5,Downstream(MYͲ00)
S100North,XSͲ5,LeftBank(MYͲ00)
S100North,XSͲ5,RightBank(MYͲ00)
S100North,XSͲ6,Upstream(MYͲ00)
S100North,XSͲ6,Downstream(MYͲ00)
S100North,XSͲ6,LeftBank(MYͲ00)
S100North,XSͲ6,RightBank(MYͲ00)
S100North,XSͲ7,Upstream(MYͲ00)
S100North,XSͲ7,Downstream(MYͲ00)
S100North,XSͲ7,LeftBank(MYͲ00)
S100North,XSͲ7,RightBank(MYͲ00)
S100North,XSͲ8,Upstream(MYͲ00)
S100North,XSͲ8,Downstream(MYͲ00)
S100North,XSͲ8,LeftBank(MYͲ00)
S100North,XSͲ8,RightBank(MYͲ00)
S100South,XSͲ9,Downstream(MYͲ00)
S100South,XSͲ9,LeftBank(MYͲ00)
S100South,XSͲ9,RightBank(MYͲ00)
S100South,XSͲ9,Upstream(MYͲ00)
S100South,XSͲ10,Upstream(MYͲ00)
S100South,XSͲ10,Downstream(MYͲ00)
S100South,XSͲ10,LeftBank(MYͲ00)
S100South,XSͲ10,RightBank(MYͲ00)
S100South,XSͲ11,Upstream(MYͲ00)
S100South,XSͲ11,Downstream(MYͲ00)
S100South,XSͲ11,LeftBank(MYͲ00)
S100South,XSͲ11,RightBank(MYͲ00)
S100South,XSͲ12,Upstream(MYͲ00)
S100South,XSͲ12,Downstream(MYͲ00)
S100South,XSͲ12,LeftBank(MYͲ00)
S100South,XSͲ12,RightBank(MYͲ00)
S101,XSͲ13,Upstream(MYͲ00)
S101,XSͲ13,Downstream(MYͲ00)
S101,XSͲ13,LeftBank(MYͲ00)
S101,XSͲ13,RightBank(MYͲ00)
S200North,XSͲ14,Upstream(MYͲ00)
S200North,XSͲ14,Downstream(MYͲ00)
S200North,XSͲ14,LeftBank(MYͲ00)
S200North,XSͲ14,RightBank(MYͲ00)
S200North,XSͲ15,Downstream(MYͲ00)
S200North,XSͲ15,LeftBank(MYͲ00)
S200North,XSͲ15,RightBank(MYͲ00)
S200North,XSͲ15,Upstream(MYͲ00)
S200South,XSͲ16,Downstream(MYͲ00)
S200South,XSͲ16,LeftBank(MYͲ00)
S200South,XSͲ16,RightBank(MYͲ00)
S200South,XSͲ16,Upstream(MYͲ00)
S200South,XSͲ17,Upstream(MYͲ00)
S200South,XSͲ17,Downstream(MYͲ00)
S200South,XSͲ17,LeftBank(MYͲ00)
S200South,XSͲ17,RightBank(MYͲ00)
S200South,XSͲ18,Upstream(MYͲ00)
S200South,XSͲ18,Downstream(MYͲ00)
S200South,XSͲ18,LeftBank(MYͲ00)
S200South,XSͲ18,RightBank(MYͲ00)
S200South,XSͲ19,Upstream(MYͲ00)
S200South,XSͲ19,Downstream(MYͲ00)
S200South,XSͲ19,LeftBank(MYͲ00)
S200South,XSͲ19,RightBank(MYͲ00)
S200South,XSͲ20,Upstream(MYͲ00)
S200South,XSͲ20,Downstream(MYͲ00)
S200South,XSͲ20,LeftBank(MYͲ00)
S200South,XSͲ20,RightBank(MYͲ00)
S200South,XSͲ21,Upstream(MYͲ00)
S200South,XSͲ21,Downstream(MYͲ00)
S200South,XSͲ21,LeftBank(MYͲ00)
S200South,XSͲ21,RightBank(MYͲ00)
S200South,XSͲ22,Upstream(MYͲ00)
S200South,XSͲ22,Downstream(MYͲ00)
S200South,XSͲ22,LeftBank(MYͲ00)
S200South,XSͲ22,RightBank(MYͲ00)
S200South,XSͲ23,Upstream(MYͲ00)
S200South,XSͲ23,Downstream(MYͲ00)
S200South,XSͲ23,LeftBank(MYͲ00)
S200South,XSͲ23,RightBank(MYͲ00)
PSͲ1– S100North,Upstream(MYͲ00)PSͲ1– S100North,Downstream(MYͲ00)
PSͲ1– S100North,DownstreamLeftBank(MYͲ00)PSͲ1– S100North,UpstreamLeftBank(MYͲ00)
PSͲ2– S100North,Downstream(MYͲ00)PSͲ2– S100North,DownstreamLeftBank(MYͲ00)
PSͲ3– S100South,UpstreamLeftBank(MYͲ00)PSͲ3– S100South,Upstream(MYͲ00)
PSͲ4– S200North,Downstream(MYͲ00)
PSͲ5– S200South,UpstreamLeftBank(MYͲ00)
PSͲ5– S200South,Upstream(MYͲ00)
PSͲ6– S200South,Upstream(MYͲ00)PSͲ6– S200South,Downstream(MYͲ00)
PSͲ6– S200South,DownstreamLeftBank(MYͲ00)PSͲ6– S200South,UpstreamLeftBank(MYͲ00)
FixedVegPlot1(MYͲ00)
FixedVegPlot2(MYͲ00)
FixedVegPlot3(MYͲ00)
FixedVegPlot4(MYͲ00)
FixedVegPlot5(MYͲ00)FixedVegPlot7(MYͲ00)
FixedVegPlot6(MYͲ00)FixedVegPlot8(MYͲ00)
FixedVegPlot9(MYͲ00)FixedVegPlot11(MYͲ00)
FixedVegPlot10(MYͲ00)FixedVegPlot12(MYͲ00)
FixedVegPlot13(MYͲ00)FixedVegPlot15(MYͲ00)
FixedVegPlot14(MYͲ00)FixedVegPlot16(MYͲ00)
FixedVegPlot17(MYͲ00)FixedVegPlot19(MYͲ00)
FixedVegPlot18(MYͲ00)FixedVegPlot20(MYͲ00)
FixedVegPlot21(MYͲ00)FixedVegPlot23(MYͲ00)
FixedVegPlot22(MYͲ00)FixedVegPlot24(MYͲ00)
Appendix C:
Vegetation Monitoring Plot
Data
Table 4: DzϬ Plant List
Table 5a: Stem Counts and Densities Table
Table 5b: Vegetation Performance Standards Summary Table
ScientificName CommonName WetlandIndicator MixedͲMesicForest AlluvialForest PlantedTotal
Betulanigra Riverbirch FACW 10% 1,500
Fraxinuspennsylvanica Greenash FACW 4% 4% 850
Platanusoccidentalis Americansycamore FACW 15% 15% 2,950
Ulmusamericana Americanelm FACW 5% 300
Quercusmichauxii Swampchestnutoak FACW 16% 10% 2,250
Quercusalba Whiteoak FACU 20% 6% 1,900
Quercusphellos Willowoak FAC 15% 2,100
Quercusnigra Wateroak FAC 15% 2,100
Caryaovata ShagbarkHickory FACU 15% 850
Diospyrosvirginiana Persimmon FAC 10% 5% 1,300
Liriodendrontulipifera Tulippoplar FACU 10% 10% 1,950
Alnusserrulata Tagalder OBL 10% 1,350
Asiminatriloba Pawpaw FAC 5% 300
TOTAL 100% 100% 19,700
*NoDeviationsweremadefromMitigationPlanPlantingList
%ProposedbyZone
Table4:StarkerMY0PlantingList
2ϳ.ϳ
2023Ͳ03Ͳ15
NA
NA
2023Ͳ04Ͳ04
0.0247
Planted Total Planted Total Planted Total Planted Total Planted Total Planted Total
Alnusserrulata hazelalderTreeOBL22222233 22
Asiminatriloba pawpaw Tree FAC
Betulanigra riverbirchTreeFACW22 11112222
Caryaovata shagbarkhickoryTreeFACU 11 3311
Diospyrosvirginiana commonpersimmonTreeFAC22 1122
Fraxinuspennsylvanica greenash TreeFACW331122221111
Liriodendrontulipifera tuliptree TreeFACU22 221122
Platanusoccidentalis AmericansycamoreTreeFACW223344221122
Quercusalba whiteoak TreeFACU11331144 33
Quercusmichauxii swampchestnutoakTreeFACW 1122 1122
Quercusnigra wateroakTreeFAC221122 2211
Quercusphellos willowoakTreeFAC3322 222244
Ulmusamericana AmericanelmTreeFACW11111111
Sum PerformanceStandard 20 20 15 15 17 17 20 20 14 14 17 17
20 15 17 20 14 17
810 607 688 810 567 688
10 9 9 10 9 8
15 20 24 20 14 24
222222
000000
20 15 17 20 14 17
810 607 688 810 567 688
10 9 9 10 9 8
15 20 24 20 14 24
222222
000000
Planted Total Planted Total Planted Total Planted Total Planted Total Planted Total
Alnusserrulata hazelalderTreeOBL 3322331111
Asiminatriloba pawpaw Tree FAC 22
Betulanigra riverbirchTreeFACW332222554411
Caryaovata shagbarkhickory Tree FACU 3 3 1 1
Diospyrosvirginiana commonpersimmonTreeFAC221133331122
Fraxinuspennsylvanica greenash TreeFACW11 22111133
Liriodendrontulipifera tuliptree TreeFACU112211441111
Platanusoccidentalis AmericansycamoreTreeFACW442222112222
Quercusalba whiteoak TreeFACU332211222233
Quercusmichauxii swampchestnutoakTreeFACW11 1111 22
Quercusnigra wateroakTreeFAC22 22 1111
Quercusphellos willowoakTreeFAC3311 332233
Ulmusamericana AmericanelmTreeFACW2211112211
Sum PerformanceStandard 22 22 17 17 17 17 25 25 17 17 21 21
22 17 17 25 17 21
891 688 688 1012 688 850
10 9 10101111
18 18 18 20 24 14
212222
000000
22 17 17 25 17 21
891 688 688 1012 688 850
10 9 10101111
18 18 18 20 24 14
212222
000000%Invasives
CurrentYearStemCount
Stems/Acre
SpeciesCount
DominantSpeciesComposition(%)
AveragePlotHeight(ft.)
dĂďůĞϱĂ͗StarkerMitigationSitePlantedStemsandDensities
ScientificName CommonName Tree/Shrub
Indicator
Status
Species
Includedin
Approved
Mitigation
Plan
Mitigation
Plan
Performance
Standard
CurrentYearStemCount
Stems/Acre
SpeciesCount
DominantSpeciesComposition(%)
AveragePlotHeight(ft.)
%Invasives
Post
Mitigation
Plan
Performance
Standard
Species
Includedin
Approved
Mitigation
Plan
Mitigation
Plan
Performance
Standard
Post
Mitigation
Plan
Performance
Standard
CurrentYearStemCount
CurrentYearStemCount
Stems/Acre
Stems/Acre
SpeciesCount
SpeciesCount
DominantSpeciesComposition(%)
DominantSpeciesComposition(%)
AveragePlotHeight(ft.)
AveragePlotHeight(ft.)
%Invasives
%Invasives
VegPlot10FVegPlot11FVegPlot12F
VegPlot5FVegPlot6F
VegPlot7FVegPlot8FVegPlot9F
Indicator
Status
VegPlot1FVegPlot2FVegPlot3FVegPlot4F
DateofCurrentSurvey
Plotsize(ACRES)
ScientificName CommonName Tree/Shrub
PlantedAcreage
DateofInitialPlant
Date(s)ofSupplementalPlant(s)
Date(s)Mowing
Planted Total Planted Total Planted Total Planted Total Planted Total Planted Total
Alnusserrulata hazelalderTreeOBL11111111
Asiminatriloba pawpaw Tree FAC
Betulanigra riverbirchTreeFACW114411444433
Caryaovata shagbarkhickory Tree FACU 1 1
Diospyrosvirginiana commonpersimmonTreeFAC112222112222
Fraxinuspennsylvanica greenash TreeFACW331133221122
Liriodendrontulipifera tuliptree TreeFACU1122 221122
Platanusoccidentalis AmericansycamoreTreeFACW222233445544
Quercusalba whiteoak TreeFACU 2211 2222
Quercusmichauxii swampchestnutoakTreeFACW 1111 11
Quercusnigra wateroakTreeFAC223311 11
Quercusphellos willowoakTreeFAC11 22 11
Ulmusamericana AmericanelmTreeFACW11 1111 11
Sum PerformanceStandard 14 14 18 18 16 16 15 15 18 18 16 16
14 18 16 15 18 16
567 729 648 607 729 648
10910797
21 22 19 27 28 25
222222
000000
14 18 16 15 18 16
567 729 648 607 729 648
10910797
21 22 19 27 28 25
222222
000000
Planted Total Planted Total Planted Total Planted Total Planted Total Planted Total
Alnusserrulata hazelalder Tree OBL 2 2 11
Asiminatriloba pawpaw Tree FAC 11 11
Betulanigra riverbirchTreeFACW331122552222
Caryaovata shagbarkhickory Tree FACU 1 1
Diospyrosvirginiana commonpersimmonTreeFAC112222 1111
Fraxinuspennsylvanica greenash TreeFACW1111 2211
Liriodendrontulipifera tuliptree TreeFACU114411221111
Platanusoccidentalis AmericansycamoreTreeFACW335511331122
Quercusalba whiteoak TreeFACU 22222211
Quercusmichauxii swampchestnutoakTreeFACW11 11 4411
Quercusnigra wateroakTreeFAC22 11 2244
Quercusphellos willowoakTreeFAC331133 3311
Ulmusamericana AmericanelmTreeFACW 11111122
Sum PerformanceStandard 17 17 15 15 14 14 14 14 20 20 17 17
17 15 14 14 20 17
688 607 567 567 810 688
97961111
18 33 21 36 20 24
222222
000000
17 15 14 14 20 17
688 607 567 567 810 688
97961111
18 33 21 36 20 24
222222
000000
1).Boldedspeciesareproposedforthecurrentmonitoringyear,italicizedspeciesarenotapproved,andaregularfontindicatesthatthespecieshasbeenapproved.
2).The"SpeciesIncludedinApprovedMitigationPlan"sectioncontainsonlythosespeciesthatwereincludedintheoriginalapprovedmitigationplan.The"PostMitigationPlanSpecies"sectionincludesspeciesthatarebeingproposedthroughamitigationplanaddendumforthecurrent
monitoringyear(bolded),speciesthathavebeenapprovedinpriormonitoringyearsthroughamitigationplanaddendum(regularfont),andspeciesthatarenotapproved(italicized).
3).The"MitigationPlanPerformanceStandard"sectionisderivedonlyfromstemsincludedintheoriginalmitigationplan,whereasthe"PostMitigationPlanPerformanceStandard"includesdatafrommitigationplanapproved,postmitigationplanapproved,andproposedstems.
Post
Mitigation
Plan
Performance
Standard
CurrentYearStemCount
Stems/Acre
SpeciesCount
DominantSpeciesComposition(%)
AveragePlotHeight(ft.)
%Invasives
Species
Includedin
Approved
Mitigation
Plan
Mitigation
Plan
Performance
Standard
CurrentYearStemCount
Stems/Acre
SpeciesCount
DominantSpeciesComposition(%)
AveragePlotHeight(ft.)
%Invasives
ScientificName CommonName Tree/Shrub
Indicator
Status
Post
Mitigation
Plan
Performance
Standard
CurrentYearStemCount
Stems/Acre
SpeciesCount
DominantSpeciesComposition(%)
AveragePlotHeight(ft.)
%Invasives
Indicator
Status
Species
Includedin
Approved
Mitigation
Plan
Mitigation
Plan
Performance
Standard
CurrentYearStemCount
Stems/Acre
SpeciesCount
DominantSpeciesComposition(%)
AveragePlotHeight(ft.)
%Invasives
ScientificName CommonName Tree/Shrub
VegPlot20FVegPlot21FVegPlot22FVegPlot23FVegPlot24F
VegPlot15FVegPlot16FVegPlot17FVegPlot18F
VegPlot19F
VegPlot13FVegPlot14F
Stems/Ac. Av.Ht.(ft) #Species %Invasives Stems/Ac. Av.Ht.(ft) #Species %Invasives Stems/Ac. Av.Ht.(ft) #Species %Invasives
810 2 10 0 607 2 9 0 688 2 9 0
Stems/Ac. Av.Ht.(ft) #Species %Invasives Stems/Ac. Av.Ht.(ft) #Species %Invasives Stems/Ac. Av.Ht.(ft) #Species %Invasives
810 2 10 0 567 2 9 0 688 2 8 0
Stems/Ac. Av.Ht.(ft) #Species %Invasives Stems/Ac. Av.Ht.(ft) #Species %Invasives Stems/Ac. Av.Ht.(ft) #Species %Invasives
891 2 10 0 688 1 9 0 688 2 10 0
Stems/Ac. Av.Ht.(ft) #Species %Invasives Stems/Ac. Av.Ht.(ft) #Species %Invasives Stems/Ac. Av.Ht.(ft) #Species %Invasives
1012 2 10 0 688 2 11 0 850 2 11 0
Stems/Ac. Av.Ht.(ft) #Species %Invasives Stems/Ac. Av.Ht.(ft) #Species %Invasives Stems/Ac. Av.Ht.(ft) #Species %Invasives
567 2 10 0 729 2 9 0 648 2 10 0
Stems/Ac. Av.Ht.(ft) #Species %Invasives Stems/Ac. Av.Ht.(ft) #Species %Invasives Stems/Ac. Av.Ht.(ft) #Species %Invasives
607 2 7 0 729 2 9 0 648 2 7 0
Stems/Ac. Av.Ht.(ft) #Species %Invasives Stems/Ac. Av.Ht.(ft) #Species %Invasives Stems/Ac. Av.Ht.(ft) #Species %Invasives
688 2 9 0 607 2 7 0 567 2 9 0
Stems/Ac. Av.Ht.(ft) #Species %Invasives Stems/Ac. Av.Ht.(ft) #Species %Invasives Stems/Ac. Av.Ht.(ft) #Species %Invasives
567 2 6 0 810 2 11 0 688 2 11 0
VegPlot19FVegPlot20FVegPlot21F
VegPlot22FVegPlot23FVegPlot24F
VegPlot13FVegPlot14FVegPlot15F
VegPlot16FVegPlot17FVegPlot18F
VegPlot6F
VegPlot7FVegPlot8FVegPlot9F
VegPlot10FVegPlot11FVegPlot12F
MonitoringYear5
MonitoringYear3
MonitoringYear2
MonitoringYear1
MonitoringYear0
MonitoringYear3
MonitoringYear2
MonitoringYear1
MonitoringYear0
MonitoringYear7
MonitoringYear2
MonitoringYear1
MonitoringYear0
MonitoringYear7
MonitoringYear5
MonitoringYear1
MonitoringYear0
MonitoringYear7
MonitoringYear5
MonitoringYear3
MonitoringYear0
MonitoringYear7
MonitoringYear5
MonitoringYear3
MonitoringYear2
MonitoringYear7
MonitoringYear5
MonitoringYear3
MonitoringYear2
MonitoringYear1
MonitoringYear7
MonitoringYear5
MonitoringYear3
MonitoringYear2
MonitoringYear1
MonitoringYear0
MonitoringYear7
MonitoringYear5
MonitoringYear3
MonitoringYear2
MonitoringYear1
MonitoringYear0
dĂďůĞϱď͗StarkerMitigationSite:VegetationPerformanceStandardsSummaryͲMY0
MonitoringYear7
MonitoringYear5
MonitoringYear3
MonitoringYear2
MonitoringYear1
MonitoringYear0
VegPlot1FVegPlot2FVegPlot3F
VegPlot4FVegPlot5F
Appendix D:
Stream Measurement and
Geomorphology Data
Baseline Cross-Sections
Table 6a: Baseline Stream Data Summary
Table 6b: Cross-Section Morphology Data
Distance Elevation Features
0 920.003 TLP
0.95795303 919.974
5.03379032 919.694
8.01190177 919.165
11.087327 918.372
14.0735959 917.906
16.0667819 917.863
17.9643875 917.931 TLB,BKF
19.1604268 917.747
19.5834835 917.624
20.0745241 917.676
20.5426964 917.509 THW
21.0498463 917.597
22.0761494 917.883
23.0692488 918.013 TRB
24.0650998 917.964
26.0678309 918.368
27.1361582 918.743
29.1386466 919.405
31.0224817 920.273
32.9357271 920.975
35.9072283 921.543
38.9076111 921.771
40 921.955 TRP
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
BankfullElevationͲBasedonAsͲBuiltBankfullArea 917.93
BankHeightRatioͲBasedonAsͲBuiltBankfullArea 1.00
ThalwegElevation 917.51
LTOBElevation 917.93
LTOBMaxDepth 0.422
LTOBCrossSectionalArea 0.91
Distance Elevation Features
0 912.869 TLP
0.98676086 912.775
4.97532682 912.567
8.91390577 912.201
12.9576032 911.677
14.4833414 911.251
16.0779343 910.788
16.9588874 910.859
18.5732098 910.885 TLB
19.0687263 910.827
19.7229476 910.692
20.0107892 910.616 THW
20.7231785 910.618
21.2148441 910.627
22.0533924 910.872 TRB,BKF
23.5902571 910.788
25.9945347 911
29.9553238 911.621
33.9565134 911.86
38.9332584 911.74
40 911.776 TRP
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
BankfullElevationͲBasedonAsͲBuiltBankfullArea 910.87
BankHeightRatioͲBasedonAsͲBuiltBankfullArea 1.00
ThalwegElevation 910.62
LTOBElevation 910.87
LTOBMaxDepth 0.256
LTOBCrossSectionalArea 0.55
Distance Elevation Features
0 907.502 TLP
1.10435502 907.341
6.05811935 907.312
11.0950602 907.501
16.0959781 907.684
20.0894211 907.586
21.0544829 907.575 TLB
22.0533349 907.24
22.411141 906.916
23.1320295 906.915
23.9881773 906.847
24.5956461 906.846 THW
25.1670366 907.239
26.0539785 907.43
26.8058577 907.558 TRB,BKF
28.1008317 907.54
30.054662 907.631
35.044247 907.69
40.0355902 907.954
45.0047235 907.969
49.0376183 907.879
50 907.774 TRP
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
BankfullElevationͲBasedonAsͲBuiltBankfullArea 907.56
BankHeightRatioͲBasedonAsͲBuiltBankfullArea 1.00
ThalwegElevation 906.85
LTOBElevation 907.56
LTOBMaxDepth 0.712
LTOBCrossSectionalArea 2.34
Distance Elevation Features
0 907.312 TLP
1.04197169 907.254
6.04830596 906.867
11.0565742 907.308
15.8862991 907.519
20.0406383 907.405 TLB
22.9732592 907.171
23.7499458 907.037
24.3030346 906.937
24.8912307 906.59
26.0120114 906.225
26.8827107 906.008 THW
27.5253184 906.244
28.0309889 906.636
28.9357876 906.896
29.960561 907.338 TRB,BKF
32.0204251 907.596
35.8816352 907.439
39.9299605 908.073
44.6429471 908.437
48.8489789 909.429
50 909.669 TRP
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
BankfullElevationͲBasedonAsͲBuiltBankfullArea 907.34
BankHeightRatioͲBasedonAsͲBuiltBankfullArea 1.00
ThalwegElevation 906.01
LTOBElevation 907.34
LTOBMaxDepth 1.33
LTOBCrossSectionalArea 4.97
Distance Elevation Features
0 891.999 TLP
0.90606015 891.991
0.86377833 891.987
5.78218246 891.847
9.72497841 892.047
12.6317264 892.035
12.8687686 892.034
18.858404 892.015 TLB
20.7948988 891.564
21.8777385 890.97
22.6673274 890.679
23.7704541 890.663 THW
24.8715176 890.834
25.8068484 890.878
26.1863165 890.794
26.8177301 890.971
27.2981115 891.177
27.918798 891.384
28.8779655 891.712
29.9344517 891.832 TRB,BKF
31.8800129 891.814
33.8303228 891.802
38.8543283 891.678
43.7391409 891.604
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 48.8302856 891.471
BankfullElevationͲBasedonAsͲBuiltBankfullArea 891.83 50 891.588 TRP
BankHeightRatioͲBasedonAsͲBuiltBankfullArea 1.00
ThalwegElevation 890.66
LTOBElevation 891.83
LTOBMaxDepth 1.169
LTOBCrossSectionalArea 6.97
Distance Elevation Features
0 894.539 TLP
1.19509832 894.377
5.9231728 893.45
10.0638673 892.717
13.9880381 891.937
16.938331 891.784
20.2932744 891.42
21.1896771 891.282 TLB,BKF
22.4868806 890.733
23.0219338 889.697
23.9959749 889.92
24.9675939 889.84
25.8973863 889.594
26.7197002 889.592 THW
27.360837 889.821
28.3822397 890.136
28.9269123 890.34
29.8552342 890.672
31.8247144 890.837
33.6443999 891.185
34.9739999 891.315 TRB
44.9915008 891.706
48.8486555 891.662
50 891.585 TRP
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
BankfullElevationͲBasedonAsͲBuiltBankfullArea 891.28
BankHeightRatioͲBasedonAsͲBuiltBankfullArea 1.00
ThalwegElevation 889.59
LTOBElevation 891.28
LTOBMaxDepth 1.69
LTOBCrossSectionalArea 11.78
Distance Elevation Features
0 884.174 TLP
1.02497317 884.151
6.05791557 884.22
10.087667 884.193
14.0400969 884.184
18.0622916 884.174
19.6535115 884.026 TLB
20.779957 883.699
21.5383749 883.461
22.5343795 883.303
23.0948426 883.118
24.1085464 882.848
25.0343816 882.806 THW
25.9073428 882.959
27.0296811 882.905
27.516957 883.061
28.0620634 883.356
28.9744808 883.785
30.2176357 884.021 TRB,BKF
31.0485016 884.008
35.1039576 884.063
39.9653802 884.072
44.9588846 884.148
49.0427385 884.077
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 50 884.057 TRP
BankfullElevationͲBasedonAsͲBuiltBankfullArea 884.02
BankHeightRatioͲBasedonAsͲBuiltBankfullArea 1.00
ThalwegElevation 882.81
LTOBElevation 884.02
LTOBMaxDepth 1.215
LTOBCrossSectionalArea 7.48
Distance Elevation Features
0 883.338 TLP
0.91676442 882.60273
4.64151376 882.88761
6.12227123 882.72651
8.82724561 882.82368
12.4685644 882.79034
16.4078906 882.70767
19.7015598 882.74453
20.3750328 882.87411 TLB,BKF
21.9298517 881.98592
22.5260445 881.3087
23.5236876 881.08977
24.3984888 880.12388
25.5341561 879.96688 THW
26.763767 880.90966
27.0657859 881.06343
28.7560269 881.34897
29.5202748 881.5347
30.2885225 881.91851
31.8494231 882.64246
32.8108179 883.09434 TRB
35.4305164 883.24209
37.9802768 883.33854
42.1070127 883.31753
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 45.5169433 883.37327
BankfullElevationͲBasedonAsͲBuiltBankfullArea 882.87 48.5114985 883.4174
BankHeightRatioͲBasedonAsͲBuiltBankfullArea 1.00 49.2514951 883.46675
ThalwegElevation 879.97 50 883.71506 TRP
LTOBElevation 882.87
LTOBMaxDepth 2.90723
LTOBCrossSectionalArea 17.63
Distance Elevation Features
0 871.651 TLP
0.99730487 871.468
5.36994097 870.133
10.3975925 869.551
15.8943323 869.737
19.0086279 869.744
19.9148427 869.468 TLB
21.5395951 868.864
22.2497966 868.397
22.9016158 868.293 THW
23.9048984 868.334
24.9262619 868.34
25.7438221 868.316
26.3785757 868.536
27.4475253 868.89
29.0103848 869.327
31.2301113 869.433 TRB,BKF
37.8450145 869.551
47.6014979 869.694
50 869.923 TRP
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
BankfullElevationͲBasedonAsͲBuiltBankfullArea 869.43
BankHeightRatioͲBasedonAsͲBuiltBankfullArea 1.00
ThalwegElevation 868.29
LTOBElevation 869.43
LTOBMaxDepth 1.14
LTOBCrossSectionalArea 6.89
Distance Elevation Features
0 869.77 TLP
1.0505094 869.503
9.06132799 869.517
17.5394486 869.509
21.6694312 869.351 TLB
25.1563656 868.919
28.5220003 868.125
29.8446133 867.876
30.8540748 867.823
32.1295864 867.753 THW
32.8185484 867.847
33.3678379 868.16
34.6838108 869.093
36.4008313 869.366 TRB,BKF
41.581546 869.412
48.8851387 869.524
50 869.582 TRP
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
BankfullElevationͲBasedonAsͲBuiltBankfullArea 869.37
BankHeightRatioͲBasedonAsͲBuiltBankfullArea 1.00
ThalwegElevation 867.75
LTOBElevation 869.35
LTOBMaxDepth 1.598
LTOBCrossSectionalArea 11.81
Distance Elevation Features
0 865.906 TLP
1.49012382 865.52255
4.78914794 865.63912
10.4957539 865.68746
14.5296355 865.83292 TLB
16.8380795 865.62978
19.0528699 865.62824
20.8363337 865.48419
21.7285192 865.48196
23.2877865 865.43496
24.3340479 865.261
25.3314712 865.19913
26.9368128 865.032
27.6373391 864.93139
29.401726 864.60141
31.4838407 863.90343
32.5490081 863.77732 THW
33.2783232 864.24158
34.6491194 864.5356
34.5072171 864.64294
35.1262791 865.43697
35.7522454 865.80087 TRB,BKF
36.6980695 865.79907
38.5780933 865.69971
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 42.5537826 865.77308
BankfullElevationͲBasedonAsͲBuiltBankfullArea 865.80 45.3639075 865.69514
BankHeightRatioͲBasedonAsͲBuiltBankfullArea 1.00 49.2405756 865.778
ThalwegElevation 863.78 50 865.98028 TRP
LTOBElevation 865.80
LTOBMaxDepth 2.02355
LTOBCrossSectionalArea 15.30
Distance Elevation Features
0 865.848 TLP
1.6650003 865.558
8.88145759 865.457
14.983127 865.447 TLB
17.8593028 864.965
20.0269275 864.181
21.1081011 864.155
21.9658648 864.062
23.1037215 863.916
23.9828969 863.857 THW
24.7316511 864.259
25.9996733 864.804
28.0652859 865.302 TRB,BKF
33.7275874 865.254
40.2072306 865.057
48.3280719 864.88
50 865.229 TRP
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
BankfullElevationͲBasedonAsͲBuiltBankfullArea 865.30
BankHeightRatioͲBasedonAsͲBuiltBankfullArea 1.00
ThalwegElevation 863.86
LTOBElevation 865.30
LTOBMaxDepth 1.445
LTOBCrossSectionalArea 9.33
Distance Elevation Features
0 866.249 TLP
0.98626822 866.149
6.04886766 865.831
11.8074886 865.612
17.3119943 864.355
21.8769535 864.265 TLB,BKF
23.544949 864.058
24.2567579 863.844
24.671484 863.797 THW
25.2586808 863.803
25.9509206 864.01
27.1358307 864.313 TRB
31.9994109 864.515
40.0689661 864.451
48.7975534 864.655
50 864.901 TRP
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
BankfullElevationͲBasedonAsͲBuiltBankfullArea 864.27
BankHeightRatioͲBasedonAsͲBuiltBankfullArea 1.00
ThalwegElevation 863.80
LTOBElevation 864.27
LTOBMaxDepth 0.468
LTOBCrossSectionalArea 1.23
Distance Elevation Features
0 921.019 TLP
1.08693008 920.544
3.75596818 919.245
5.82113606 918.128
7.83267394 916.819
9.8754129 916.064
10.8943944 915.418
13.899839 914.679 TLB,BKF
15.7112967 914.314
16.7790706 914.282
17.5185166 914.122
18.2281423 914.051 THW
18.8440553 914.113
19.7286611 913.903
20.2350939 914.217
20.8596651 914.512
21.8848337 914.704 TRB
22.7852056 915.002
25.8301378 915.409
29.8619734 915.947
34.8972589 916.536
38.7229859 917.699
39.7606505 917.83 TRP
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
BankfullElevationͲBasedonAsͲBuiltBankfullArea 914.68
BankHeightRatioͲBasedonAsͲBuiltBankfullArea 1.00
ThalwegElevation 914.05
LTOBElevation 914.68
LTOBMaxDepth 0.628
LTOBCrossSectionalArea 2.86
Distance Elevation Features
0 917.145 TLP
1.07666615 916.875
3.04115011 916.043
4.40745108 915.229
5.96897395 914.395
7.98326782 913.694
9.22361019 913.51 TLB
10.1304896 913.205
10.6499221 912.804
11.0389206 911.979
11.2774377 911.156
12.0828323 911.102 THW
12.4337677 911.266
13.1971217 911.435
13.6314843 911.611
14.1321696 912.418
14.8357592 913.137
15.6197353 913.474 TRB,BKF
16.5600171 913.789
19.1404959 914.216
23.3088655 914.999
27.2126124 915.97
31.1315956 916.817
35.1341587 917.855
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 39.0960436 918.735
BankfullElevationͲBasedonAsͲBuiltBankfullArea 913.47 40.09434 918.906 TRP
BankHeightRatioͲBasedonAsͲBuiltBankfullArea 1.00
ThalwegElevation 911.10
LTOBElevation 913.47
LTOBMaxDepth 2.372
LTOBCrossSectionalArea 7.74
Distance Elevation Features
0 902.879 TLP
0.903067 902.398
7.85233889 900.456
14.5886951 898.222
17.5880705 897.674
19.2931392 897.536 TLB
20.2136662 897.077
21.0427187 896.808
21.915485 896.464 THW
22.7783717 896.529
24.2562293 896.579
25.488089 896.811
28.5848234 897.429 TRB,BKF
38.1072206 897.62
48.6374319 897.527
50 897.909 TRP
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
BankfullElevationͲBasedonAsͲBuiltBankfullArea 897.43
BankHeightRatioͲBasedonAsͲBuiltBankfullArea 1.00
ThalwegElevation 896.46
LTOBElevation 897.43
LTOBMaxDepth 0.965
LTOBCrossSectionalArea 5.18
Distance Elevation Features
0 897.933 TLP
0.99275475 897.61
9.91273413 897.428
19.2221195 897.449
22.2145772 897.416 TLB,BKF
23.3143026 897.077
24.5530709 896.703
25.1394581 896.64
25.7664246 896.6
26.4210986 896.621
27.0012702 896.492 THW
27.4249195 896.867
30.089092 897.473 TRB
33.8684942 897.532
41.9290604 897.643
48.9841222 897.634
50 897.922 TRP
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
BankfullElevationͲBasedonAsͲBuiltBankfullArea 897.42
BankHeightRatioͲBasedonAsͲBuiltBankfullArea 1.00
ThalwegElevation 896.49
LTOBElevation 897.42
LTOBMaxDepth 0.924
LTOBCrossSectionalArea 3.77
Distance Elevation Features
0 890.632 TLP
0.95222109 890.384
10.5039517 890.587
19.0839063 890.389
20.7400796 890.363 TLB
21.927687 889.727
22.6471175 889.336
23.7793633 889.222
24.9410561 889.203
25.9994275 889.18
26.9256259 889.164 THW
27.4184897 889.159
27.9324988 889.826
30.7427624 890.353 TRB,BKF
39.0196082 890.275
49.00074 890.147
50 890.238 TRP
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
BankfullElevationͲBasedonAsͲBuiltBankfullArea 890.35
BankHeightRatioͲBasedonAsͲBuiltBankfullArea 1.00
ThalwegElevation 889.16
LTOBElevation 890.35
LTOBMaxDepth 1.189
LTOBCrossSectionalArea 7.42
Distance Elevation Features
0 891.312 TLP
0.99616063 891.087
8.4967156 890.365
14.3226192 889.94
16.4809011 890.111 TLB
17.5800551 889.484
18.5226911 889.007
19.8089315 888.904
20.5868831 888.598
21.4478113 888.53 THW
22.5443423 888.773
23.3886087 889.001
24.982074 889.26
30.0468878 890.058 TRB,BKF
39.15134 890.443
48.8350037 889.896
50 889.956 TRP
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
BankfullElevationͲBasedonAsͲBuiltBankfullArea 890.06
BankHeightRatioͲBasedonAsͲBuiltBankfullArea 1.00
ThalwegElevation 888.53
LTOBElevation 890.06
LTOBMaxDepth 1.528
LTOBCrossSectionalArea 10.80
Distance Elevation Features
0 880.922 TLP
1.31836603 880.79063
4.93742089 880.75303
9.92286289 880.72119
12.7922116 880.66081
15.919152 880.68127
18.6481949 880.61543
20.4862581 880.40217 TLB
21.7823317 880.0534
22.2923227 879.6628
23.0297818 879.53581
23.5356556 879.57429
25.6690149 879.55708
26.5937956 879.53541 THW
27.5302998 880.06795
28.2515617 880.21247
29.5280609 880.26186
30.137793 880.24768
32.2459328 880.31744 TRB,BKF
34.0634508 880.33156
38.4489583 880.41451
40.3315937 880.45035
44.7960489 880.48809
49.3050418 880.35709
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7 50 880.50571 TRP
BankfullElevationͲBasedonAsͲBuiltBankfullArea 880.32
BankHeightRatioͲBasedonAsͲBuiltBankfullArea 1.00
ThalwegElevation 879.54
LTOBElevation 880.32
LTOBMaxDepth 0.78203
LTOBCrossSectionalArea 4.42
Distance Elevation Features
0 881.307 TLP
0.72615425 881.111
2.95397647 880.357
10.7776477 880.245
17.7527257 880.351 TLB
19.9232873 880.148
21.6129968 879.113
22.4774688 879.03
23.2048307 878.809
23.7031038 878.181 THW
24.9042411 878.798
25.6890352 878.986
26.537049 879.276
28.5227072 879.565
33.2455642 880.226 TRB,BKF
42.6232174 880.342
48.9717291 880.319
50 880.482 TRP
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
BankfullElevationͲBasedonAsͲBuiltBankfullArea 880.23
BankHeightRatioͲBasedonAsͲBuiltBankfullArea 1.00
ThalwegElevation 878.18
LTOBElevation 880.23
LTOBMaxDepth 2.045
LTOBCrossSectionalArea 11.07
Distance Elevation Features
0 873.743 TLP
1.10354021 873.434
5.81202426 873.554
13.8339778 873.524
19.9782532 873.421 TLB
21.7134889 872.981
22.9999772 872.468
23.3662609 872.434
24.3352789 872.418
25.1272615 872.472
26.1712057 872.325 THW
26.7978305 872.602
28.832058 873.224 TRB,BKF
35.9371515 872.821
42.0653709 872.971
49.1176331 872.943
50 873.122 TRP
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
BankfullElevationͲBasedonAsͲBuiltBankfullArea 873.22
BankHeightRatioͲBasedonAsͲBuiltBankfullArea 1.00
ThalwegElevation 872.33
LTOBElevation 873.22
LTOBMaxDepth 0.899
LTOBCrossSectionalArea 4.40
Distance Elevation Features
0 874.909 TLP
0.97938144 874.345
10.0136128 873.251
16.1617947 873.131 TLB,BKF
17.2872963 872.725
18.4194971 871.567
19.4474803 871.593
20.0851241 871.535 THW
20.7289678 871.558
21.7996116 871.694
23.834108 872.129
26.1760383 872.605
29.4883042 873.192 TRB
35.0661837 873.113
44.0889104 873.184
48.9727284 873.136
49.8570021 873.181 TRP
MY0 MY1 MY2 MY3 MY4 MY5 MY6 MY7
BankfullElevationͲBasedonAsͲBuiltBankfullArea 873.13
BankHeightRatioͲBasedonAsͲBuiltBankfullArea 1.00
ThalwegElevation 871.54
LTOBElevation 873.13
LTOBMaxDepth 1.596
LTOBCrossSectionalArea 11.62
Parameter
Riffle Only Min Mean Med Max n Min Max Min Max n Min Mean Med Max n Min Max Min Max n
Bankfull Width (ft) 6.1 5.8 8.8
Floodprone Width (ft) 10.9 9.1 14.3 14.1 13.9 21.8
Bankfull Mean Depth (ft) 0.4 0.4 0.8
Bankfull Max Depth (ft) 0.7 0.7 1.1
Bankfull Cross Sectional Area (ft2)2.6 2.4 6.7
Width/Depth Ratio 14.1 13.6 11.4
Entrenchment Ratio 1.8 1.4 2.2 8.7 1.6 2.2 >2.2
Bank Height Ratio 2.3 4.0
Max part size (mm) mobilized at Bankfull 23.9 32.0 82.0 32.4
Rosgen Classification
Bankfull Discharge (cfs)
Sinuosity (ft)
Water Surface Slope (Channel) (ft/ft)0.1356 0.0164
Other
Parameter
Riffle Only Min Mean Med Max n Min Max Min Max n Min Mean Med Max n Min Max Min Max n
Bankfull Width (ft) 7.3 11.2 12.2
Floodprone Width (ft) 14.4 14.9 >23.4 46.1 >50 4.7 7.2
Bankfull Mean Depth (ft) 1.2 0.6 0.8
Bankfull Max Depth (ft) 1.5 1.1 1.4
Bankfull Cross Sectional Area (ft2)8.5 6.9 9.3
Width/Depth Ratio 6.2 16.0 18.3
Entrenchment Ratio 2.0 1.4 >2.2 4.1 4.1 1.4 2.2
Bank Height Ratio 3.1
Max part size (mm) mobilized at Bankfull 32.9 32.9
Rosgen Classification
Bankfull Discharge (cfs)
Sinuosity (ft)
Water Surface Slope (Channel) (ft/ft)0.008
Other
Pre-Existing Condition Design MY0 (March 2023) Pre-Existing Condition Design MY0 (March 2023)
XS-3
Starker Mitigation Project, S100 (North of I-40, below crossing)
Pre-Existing Condition Design MY0 (March 2023)
32.4
Starker Mitigation Project, S101
32.4
B4 (functioning as a G) C4 C4
3.3
0.3
0.4
0.8
14.0
1.0
1.1
3.5
0.052-0.215 0.052-0.215
Starker Mitigation Project, S100 (South of I-40)
0.0405
1.22 1.29 1.26 1.34 1.07 1.08
19.0 3.4 3.419.019.0
XS-9, 12 XS-13
0.004 - 0.022 0.011 0.013-0.069 0.0423
32.9 - - -
10.6
0.8
1.1
0.009 - 0.018 0.009 - 0.011
0.3
0.4
0.8
14.0
B4 (functioning as a G) B4/C4 B4/C4 F4 B4 B4
Table 6a: Baseline Stream Data Summary (Restoration Reaches)
1.11 1.11
Pre-Existing Condition
Incised E4
MY0 (March 2023)Design
6.0
Step-pool/B4cStep-pool/B4c
32.0-82.0
Starker Mitigation Project, S100 (North of I-40, above crossing)
6.5
0.6
0.7
3.0
14.0
1.0 1.0
>50
6.06.0
1.11
8.0
14.0
1.0
10.3 - 10.5
>50
0.7
1.2
7.0
14.9 - 15.2
4.7 - 4.9
XS-5, 7
1.37
18.5 18.5 18.5
1.21 1.21
3.4
9.9
0.7
1.0
7.0
14.0
1.0
0.0105-0.0147
1.0
1.0 1.0
2.8
3.7
5.1
33.5
0.2
0.5
1.2
20.9
6.6
Parameter
Riffle Only Min Mean Med Max n Min Max Min Max n Min Mean Med Max n Min Max Min Max n
Bankfull Width (ft) 1.8 -4.5
Floodprone Width (ft) 2.2 3.4 5.2 - 3.4 5.2
Bankfull Mean Depth (ft) 0.2 -0.2
Bankfull Max Depth (ft) 0.4 -0.4
Bankfull Cross Sectional Area (ft2)0.4 -0.9
Width/Depth Ratio 7.7 -22.1
Entrenchment Ratio 1.3 1.4 2.2 - 1.4 2.2
Bank Height Ratio 2.2 -
Max part size (mm) mobilized at Bankfull --
Rosgen Classification
Bankfull Discharge (cfs)
Sinuosity (ft)
Water Surface Slope (Channel) (ft/ft)0.184
Other
Parameter
Riffle Only Min Mean Med Max n Min Max Min Max n Min Mean Med Max n Min Max Min Max n
Bankfull Width (ft)
Floodprone Width (ft) 10.5 16.5 10.5 16.5
Bankfull Mean Depth (ft)
Bankfull Max Depth (ft)
Bankfull Cross Sectional Area (ft2)
Width/Depth Ratio
Entrenchment Ratio 1.4 2.2 2.2 >2.2
Bank Height Ratio
Max part size (mm) mobilized at Bankfull
Rosgen Classification
Bankfull Discharge (cfs)
Sinuosity (ft)
Water Surface Slope (Channel) (ft/ft)
Other
Not Classified
Pre-Existing Condition Design MY0 (March 2023)
-
B4
Starker Mitigation Project, S103
7.5
0.5
0.8
4.7
19.1
0.8
1.0
0.0144
9.0 9.0
0.0167
4.0
14.0
1.0
3.6
6.1
4.1
1.0
1.02 1.14 1.14
Table 6a: Baseline Stream Data Summary (Restoration Reaches)
B4
2.2
15.1 15.1 15.1
MY0 (March 2023)
15.1 15.1 15.1
B4 (functioning as a G) Step-pool/B4 Step-pool/B4
Starker Mitigation Project, S200 (South of I-40, above crossing)
C4 C4 C4
XS-14
Pre-Existing Condition Design MY0 (March 2023)
0.024-0.067 0.024-0.102 0.0738-0.0233 0.009 0.009 0.0091
XS-17
9.09.0 9.0 9.0
1.27 1.05 1.07
Pre-Existing Condition Design
2.0
3.3 1.0
8.0
15.8
0.4
0.8
3.3
19.6
2.2 2.2 2.2
1.03
BBB4 (functioning as a G)
2.4
0.2
0.3
0.4
14.0
1.0
3.4
12.0
20.4
3.5
1.0
0.2
0.3
0.6
1.08 1.04
0.011
2.4
0.2
XS-1
1.06 1.06 1.03
0.027 0.021-0.251
2.2 2.2
XS-2
Starker Mitigation Project, S102
Pre-Existing Condition Design MY0 (March 2023)
-
38.9 - 50
7.6
0.3
0.4
14.0
1.0
1.0
0.5
0.9
3.8
15.4
6.62.0
14.8
3.3
1.0
-
Starker Mitigation Project, S200 (North of I-40)
7.5
0.5
0.8
4.0
14.0
1.0
7.4
14.7
0.6
0.9
4.7
11.5
Parameter
Riffle Only Min Mean Med Max n Min Max Min Max n
Bankfull Width (ft) 7.2 8.1 11.4
Floodprone Width (ft) 11.3 10.9 20.3 50.0 >50
Bankfull Mean Depth (ft) 0.8 0.5 0.8
Bankfull Max Depth (ft) 1.1 0.8 1.2
Bankfull Cross Sectional Area (ft2)5.9 4.4 7.6
Width/Depth Ratio 8.6 13.1 29.6
Entrenchment Ratio 1.6 1.4 >2.2 4.4 6.2
Bank Height Ratio 1.7
Max part size (mm) mobilized at Bankfull 24.1 24.1
Rosgen Classification
Bankfull Discharge (cfs)
Sinuosity (ft)
Water Surface Slope (Channel) (ft/ft)0.00764 0.0184
Other XS-18, 20, 22
1.23 1.33 1.32
0.008 0.0086
B4 (functioning as a G) B4/C4 B4/C4
11.0 11.011.0
1.0 1.0
24.1
0.9
6.0
14.0
9.2
0.7
Table 6a: Baseline Stream Data Summary (Restoration Reaches)
Starker Mitigation Project, S200 (South of I-40, below crossing)
Pre-Existing Condition Design MY0 (March 2023)
MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+
BankfullElevation(ft)ͲBasedonABͲBankfull1Area 917.93 910.87 907.56 907.34 891.83
BankHeightRatio_BasedonABBankfull1Area 0.88 1.00 1.00 1.00 1.00
ThalwegElevation 917.51 910.62 906.85 906.01 890.66
LTOB2Elevation 917.88 910.87 907.56 907.34 891.83
LTOB2MaxDepth(ft)0.37 0.26 0.71 1.33 1.17
LTOB2CrossSectionalArea(ft2)0.71 0.55 2.34 4.97 6.97
EntrenchmentRatio 3.30 3.50 8.70 4.10 4.90
MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+
BankfullElevation(ft)ͲBasedonABͲBankfull1Area 891.28 884.02 882.87 869.43 869.37
BankHeightRatio_BasedonABBankfull1Area 1.00 1.00 1.00 1.00 1.00
ThalwegElevation 889.59 882.81 879.97 868.29 867.75
LTOB2Elevation 891.28 884.02 882.87 869.43 869.35
LTOB2MaxDepth(ft)1.69 1.21 2.91 1.14 1.60
LTOB2CrossSectionalArea(ft2)11.78 7.48 17.63 6.89 11.81
EntrenchmentRatio 2.70 4.70 4.20 4.10 3.40
MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+
BankfullElevation(ft)ͲBasedonABͲBankfull1Area 865.80 865.30 864.27 914.68 913.47
BankHeightRatio_BasedonABBankfull1Area 1.00 1.00 1.00 1.00 1.00
ThalwegElevation 863.78 863.86 863.80 914.05 911.10
LTOB2Elevation 865.80 865.30 864.27 914.68 913.47
LTOB2MaxDepth(ft)2.02 1.45 0.47 0.63 2.37
LTOB2CrossSectionalArea(ft2)15.30 9.33 1.23 2.86 7.74
EntrenchmentRatio 2.40 4.10 6.60 2.00 1.50
MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+
BankfullElevation(ft)ͲBasedonABͲBankfull1Area 897.43 897.42 890.35 890.06 880.32
BankHeightRatio_BasedonABBankfull1Area 1.00 1.00 1.00 1.00 1.00
ThalwegElevation 896.46 896.49 889.16 888.53 879.54
LTOB2Elevation 897.43 897.42 890.35 890.06 880.32
LTOB2MaxDepth(ft)0.96 0.92 1.19 1.53 0.78
LTOB2CrossSectionalArea(ft2)5.18 3.77 7.42 10.80 4.42
EntrenchmentRatio 3.70 6.60 5.00 3.40 4.40
MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+ MY0 MY1 MY2 MY3 MY5 MY7 MY+
BankfullElevation(ft)ͲBasedonABͲBankfull1Area 880.23 873.22 873.13
BankHeightRatio_BasedonABBankfull1Area 1.00 1.00 1.00
ThalwegElevation 878.18 872.33 871.54
LTOB2Elevation 880.23 873.22 873.13
LTOB2MaxDepth(ft)2.04 0.90 1.60
LTOB2CrossSectionalArea(ft2)11.07 4.40 11.62
EntrenchmentRatio 3.50 6.20 3.50
Table6b:CrossͲSectionMorphologyData
StarkerMitigationProject(Datacollected:MY0Ͳ2023)
CrossͲSection17(RiffleͲS200(SouthofIͲ40,above
crossing))
CrossͲSection18(RiffleͲS200(SouthofIͲ40,below
crossing))
CrossͲSection19(PoolͲS200(SouthofIͲ40,below
crossing))
CrossͲSection20(RiffleͲS200(SouthofIͲ40,below
crossing))
CrossͲSection13(RiffleͲS101) CrossͲSection14(RiffleͲS200(NorthofIͲ40))
CrossͲSection16(PoolͲS200(SouthofIͲ40,above
crossing))
CrossͲSection5(RiffleͲS100(NorthofIͲ40,below
crossing))
CrossͲSection21(PoolͲS200(SouthofIͲ40,below
crossing))
CrossͲSection3(RiffleͲS100(NorthofIͲ40,above
crossing))
CrossͲSection4(PoolͲS100(NorthofIͲ40,above
crossing))
Note:Thesmallerthechannelthecloserthesurveymeasurementsaretotheirlimitofreliabledetection,thereforeinterͲannualvariationinmorphologicalmeasurement(asapercentage)isbydefaultmagnifiedaschannelsizedecereases.Someofthevariabilityaboveistheresultofthisfactorandsomeisduetothelargeamountofdepositionalsedimentsobserved.
CrossͲSection23(PoolͲS200(SouthofIͲ40,below
crossing))
CrossͲSection15(PoolͲS200(NorthofIͲ40))CrossͲSection11(PoolͲS100(SouthofIͲ40)) CrossͲSection12(RiffleͲS100(SouthofIͲ40))
CrossͲSection22(RiffleͲS200(SouthofIͲ40,below
crossing))
Reach:S100(NorthofIͲ40,abovecrossing),S102,S103,S100(NorthofIͲ40,belowcrossing),S100(SouthofIͲ400),S101,S200(NorthofIͲ40),S200(SouthofIͲ40,abovecrossing),S200(SouthofIͲ40,belowcrossing)
CrossͲSection10(PoolͲS100(SouthofIͲ40))CrossͲSection8(PoolͲS100(NorthofIͲ40,below
crossing))CrossͲSection9(RiffleͲS100(SouthofIͲ40))
CrossͲSection1(RiffleͲS103) CrossͲSection2(RiffleͲS102)
CrossͲSection6(PoolͲS100(NorthofIͲ40,below
crossing))
CrossͲSection7(RiffleͲS100(NorthofIͲ40,below
crossing))
Theabovemorphologyparametersreflectthe2018guidancethatarosefromthemitigationtechnicalworkgroupconsistingofDMS,the
IRTandindustry mitigationproviders/practitioners.Theoutcomeresultedinthefocusonthreeprimarymorphologicalparametersof
interestforthepurposesoftrackingchannelchangemovingforward.Theyare thebankheightratiousingaconstantAsͲbuiltbankfull
areaandthecrosssectionalareaandmaxdepthbasedoneachyearslowtopofbank.Thesearecalculatedasfollows:
1 Ͳ Bank HeightRatio(BHR)takestheAsͲbuiltbankfulareaasthebasisforadjustingeachsubsequentyearsbankfullelevation.For
exampleiftheAsͲbuiltbankfullareawas10ft2,thentheMY1bankfullelevationwouldbeadjusteduntilthecalculatedbankfullarea
withintheMY1crosssectionsurvey=10ft2.TheBHRwouldthenbecalculatedwiththedifferencebetweentheLOWtopofbank
(LTOB)elevationforMY1andthethalwegelevationforMY1inthenumeratorwiththedifferencebetweentheMY1bankfullelevation
andtheMY1thalwegelevationinthedenominator.Thissameprocessisthencarriedoutineachsuccessiveyear.
2Ͳ LTOBAreaandMaxdepthͲ ThesearebasedontheLTOBelevationforeachyearssurvey(ThesameelevationusedfortheLTOBin
theBHRcalculation).AreabelowtheLTOBelevationwillbeusedandtrackedforeachyearasabove.Thedifferencebetween theLTOB
elevationandthethalwegelevation(sameasintheBHRcalculation)willberecrodedandtrackedaboveasLTOBmaxdepth.
Appendix E: Hydrology
Flow Gauge Installation Diagrams
Crest Gauge Installation Diagram
Groundwater and Surface Water Gauge Photos
)/2:*$8*()*6
)/2:
5555,))/(,))()/,)(,))/))/())(
322/2 /322322/22/322/23 /2
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7232))/2:*$8*(
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675($05,))/(
)ORZ'HSWK 7RSRI*DXJH6HQVRU'HSWK5LIIOH
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7232))/2:*$8*(
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)ORZ'HSWK 7RSRI*DXJH6HQVRU'HSWK5LIIOH
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)/2:*$8*()*6
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CROSS SECTIONAL VIEW OF STREAM
TOP OF CREST GAUGE
+(,*+7 =
PRESSURE
TRANSDUCER
SE
N
S
O
R
D
E
P
T
H
=
CORK GAUGE
BANKFULL
DEPTH
&UHVW*DXJH&*66RXWKRI,
%DQNIXOO(YHQW'HSWKIRUWUDQVGXFHU 7RSRI*DXJH6HQVRU'HSWK%DQNIXOO'HSWK
%DQNIXOO(YHQW'HSWK
CROSS SECTIONAL VIEW OF STREAM
TOP OF CREST GAUGE
+(,*+7 =
PRESSURE
TRANSDUCER
SE
N
S
O
R
D
E
P
T
H
=
CORK GAUGE
=
BANKFULL
DEPTH
&UHVW*DXJH&*66RXWKRI,
%DQNIXOO(YHQW'HSWKIRUWUDQVGXFHU 7RSRI*DXJH6HQVRU'HSWK%DQNIXOO
'HSWK%DQNIXOO(YHQW'HSWK
FlowGaugeFGͲ1(S103)FlowGaugeFGͲ2(S102)
CrestGaugeCGͲ1(S100)FlowGaugeFGͲ3(S101)
CrestGaugeCGͲ2(S200)RainGaugeandPressureGauge
Appendix F: As-Built
Survey/Record Drawings
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DRAWING LIST
1
2-18
19-22
STARKER MITIGATION PROJECT
CATAWBA COUNTY, NORTH CAROLINA
AS-BUILT PLAN
USACE ACTION ID#: SAW-2020-01540
VICINITY MAP
LOCATION MAP
TITLE SHEET
PLAN & PROFILE
MONITORING PLAN
NOTES:
1. THE PLANS HAVE BEEN CREATED ON ANSI D FULL BLEED (22"X34") PAPER. FOR REDUCTIONS, REFER TO
GRAPHIC SCALE. WHEN PLOTTED ON 11"X17" PAPER, THIS PLAN SET WILL NOT BE TO SCALE.
2. THE PLANS HAVE BEEN CREATED FOR FULL COLOR PLOTTING. ANY SET OF THE PLANS THAT IS NOT PLOTTED
IN FULL COLOR SHALL NOT BE CONSIDERED ADEQUATE FOR CONSTRUCTION PURPOSES.
**WARNING**: INFORMATION MAY BE LOST IN COPYING AND/OR GRAY SCALE
PLOTTING.
SITE
SITE
35.720055°, -81.171491°
USGS 8-DIGIT HUC BOUNDARY MAP
N.T.S.
CATAWBA
HUC ID: 03050101
STREAM RESTORATION
CONSERVATION EASEMENT
CE
CE
00
SCALE IN FEET
0400800 800
000
SCALE IN MILES
2.555
GEOGRAPHIC
SERVICE
AREA
TI
T
L
E
S
H
E
E
T
1
GRADE CONTROL J-HOOK VANE
GRADE CONTROL J-HOOK VANE
ROCK CROSS VANE
ROCK CROSS VANE
LOG STEP
ROCK STEP
ROCK STEP
ROCK STEP
ROCK STEP
CONSTRUCTED CASCADE
CONSTRUCTED RIFFLE
LOG ROLLER
GRADE CONTROL WOODY RIFFLE
TOEWOOD
LEGEND
OFFICIAL SEAL
MARSHALL G. WIGHT
(1)CLASS OF SURVEY: CLASS -A
(2)POSITIONAL ACCURACY: 0.07'
(3)TYPE OF GPS FIELD PROCEDURE: RTK/VRS
(4)DATES OF SURVEY: ___4/14/23_____
(5)DATUM/EPOCH: NAD83/2011
(6)GEOID MODEL: 12A
(7)UNITS: U.S. SURVEY FEET
PROJECT TOPOGRAPHY AND AS-BUILT CONDITIONS AND PLANIMETRICS WERE PROVIDED BY
WITHERS AND RAVENEL AND ISSUED AND SEALED BY MARSHALL G. WIGHT, L-5034, ON 5-11-23
CERTIFICATE OF AS-BUILT SURVEY AND ACCURACY
CERTIFICATE OF SURVEY AND ACCURACY "I MARSHALL G. WIGHT CERTIFY THAT THIS MAP
WAS DRAWN UNDER MY SUPERVISION AND THAT THIS GROUND SURVEY WAS PERFORMED
AT THE 90% CONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE
STANDARDS; THAT THIS SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR A
TOPOGRAPHIC/PLANIMETRIC SURVEY TO THE ACCURACY OF CLASS "A" AND VERTICAL
ACCURACY WHEN APPLICABLE TO THE CLASS "A" STANDARD, AND THAT THE ORIGINAL
CONTROL WAS SET ON ___09/6/20______; THAT THE AS-BUILT SURVEY WAS COMPLETED ON
____4/14/23______; THAT CONTOURS SHOWN AS [BROKEN LINES] MAY NOT MEET THE
STATED STANDARD; AND ALL COORDINATES ARE BASED ON NAD 83/2011 AND ELEVATIONS
ARE BASED ON NAVD88/GEOID 12A.
SURVEY NOTES
1. ALL DISTANCES ARE HORIZONTAL IN U.S. SURVEY FEET.
2. HORIZONTAL DATUM IS NAD83/2011: VERTICAL DATUM IS NAVD88.
3. THIS MAP IS NOT INTENDED FOR RECORDATION, SALES OR CONVEYANCES.
4. THE PURPOSE OF THIS PLAT IS TO ILLUSTRATE THE POST-CONSTRUCTION AS-BUILTS OF THE
STREAM RESTORATION AND MAY NOT SHOW ALL IMPROVEMENTS OR UTILITIES.
5. NO PROPERTY LINES WERE SURVEYED, ALL BOUNDARY LINES WERE REFERENCED FROM
RECORD PLATS.
CONSERVATIONCECE
100 AS-BUILT MAJOR CONTOUR
AS-BUILT MINOR CONTOUR
AS-BUILT TOP OF STREAM BANK
EXISTING DOT R.O.W.
AS-BUILT CENTERLINE (THALWEG)
EXISTING WOODLINE
15+00
AS-BUILT FENCE
EASEMENT BOUNDARY
XX
DESIGN CENTERLINE (THALWEG)
WLBWLB EXISTING WETLANDSWLBWLB
EXISTING PROPERTY LINE
FP 100YR FLOODPLAIN
FW FEMA FLOODWAY
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER,
AND SEAL THIS THE 25 DAY OF MAY, 2023
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER,
DAY OF
OFFICIAL SEAL
MAY, 2023,AND SEAL THIS THE 23
PROJECT ENGINEER NOTES
1. THE AS-BUILT PLAN SET WAS PRODUCED BY WLS ENGINEERING, PLLC AND REVIEWED BY THE
ECOSYSTEM PLANNING & RESTORATION, LLC PROJECT ENGINEER FOR CONSISTENCY WITH
ONSITE OBSERVATIONS.
2. MONITORING DEVICES WERE NOT IMPLEMENTED AND POST-CONSTRUCTION MONITORING
SERVICES WILL NOT BE PERFORMED BY ECOSYSTEM PLANNING & RESTORATION, LLC.
CERTIFICATE OF AS-BUILT PLAN SET
THIS SEAL CERTIFIES THAT "I ERIN M. BENNETT FIND THIS AS-BUILT PLAN SET TO BE
ACCURATE BASED SOLELY ON THE FINAL FIELD WALK THROUGH ON THE 14TH DAY OF
MARCH IN THE YEAR 2023, WITH WATER & LAND SOLUTIONS, LLC AND WRIGHT CONTRACTING,
LLC."
ERIN M. BENNETT
05/23/23
5/25/2023
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BEGIN CONSTRUCTION S103
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STATION 11+34
S
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AS-BUILT WATER SURFACE
AS-BUILT THALWEG
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X X X
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C
E
C
E
C
E
C
E
CE
C
E
C
E
C
E
C
E
CE
C
E
CE
CE
CE
C
E
2
3
4
5
6
7
8
9
1
0
1
1
1
2
13
1
4
1
5
1
6
1
7
18
18
18
18
S103
WQD
F
S1
0
1
4
KEYMAP
M
A
T
C
H
L
I
N
E
-
S
T
A
2
4
+
0
0
S
E
E
S
H
E
E
T
3
S100
MAT
C
H
L
I
N
E
-
S
T
A
3
1
+
0
0
SEE
S
H
E
E
T
5
PL
A
N
A
N
D
P
R
O
F
I
L
E
W
Q
T
F
-
1
AS-BUILT BANKFULL
AS-BUILT WATER SURFACE
AS-BUILT THALWEG
DESIGN BANKFULL
DESIGN THALWEG
PROFILE LEGEND
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X X X X
X
VP-7
VP-6
VP-5
XS
-
6
XS-5
30+
0
0
31
+
0
0
32+00
33+00
34+00
35+00
36+00
37+00
38+0
0
1
1
+
0
0
WLB
CECECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CECECECECECECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
870
880
890
900
910
870
880
890
900
910
31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00
ST
A
R
K
E
R
M
I
T
I
G
A
T
I
O
N
P
R
O
J
E
C
T
WL
S
E
N
G
I
N
E
E
R
I
N
G
P
L
L
C
6
D
U
L
A
S
P
R
I
N
G
S
R
D
.
,
W
E
A
V
E
R
V
I
L
L
E
,
N
C
2
8
7
8
7
FI
R
M
L
I
C
E
N
S
E
N
O
.
P
-
1
4
8
0
77
2
1
S
i
x
F
o
r
k
s
R
d
.
,
S
u
i
t
e
1
3
0
Ra
l
e
i
g
h
,
N
C
2
7
6
1
5
(9
1
9
)
6
1
4
-
5
1
1
1
wa
t
e
r
l
a
n
d
s
o
l
u
t
i
o
n
s
.
c
o
m
WA
T
E
R
&
L
A
N
D
S
O
L
U
T
I
O
N
S
FI
L
E
N
A
M
E
:
2
0
-
0
0
2
_
S
T
A
R
K
E
R
-
A
S
B
_
P
-
P
.
D
W
G
CA
T
A
B
W
A
,
N
O
R
T
H
C
A
R
O
L
I
N
A
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
AP
P
R
O
V
E
D
B
Y
:
SC
A
L
E
:
DA
T
E
:
PR
O
J
E
C
T
N
O
.
:
20
-
0
0
2
5-
2
3
-
2
0
2
3
AS
N
O
T
E
D
KM
V
AP
L
EM
B
NO
.
DE
S
C
R
I
P
T
I
O
N
DA
T
E
5-
2
3
-
2
3
AS
-
B
U
I
L
T
P
L
A
N
1
RE
V
I
S
I
O
N
S
PR
O
J
E
C
T
N
A
M
E
SH
E
E
T
N
A
M
E
SHEET NO.
DR
A
W
I
N
G
I
N
F
O
AS-BUILT PLAN
S100 PLAN
NORTH
00
SCALE IN FEET
01530 30
S100 PROFILE
00
HORIZONTAL SCALE IN FEET
01530 30 00
VERTICAL SCALE IN FEET
02.55 5
00
SCALE IN FEET
05001000 1000
S102
MITIGATION
BOUNDARY
S
1
0
0
S
1
0
0
S1
0
0
S
2
0
0
S
2
0
0
S
2
0
0
CE
C
E
C
E
C
E
C
E
C
E
C
E
CE
C
E
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
C
E
C
E
C
E
C
E
CE
C
E
CE
CE
CE
C
E
2
3
4
5
6
7
8
9
1
0
1
1
1
2
13
1
4
1
5
1
6
1
7
18
18
18
18
S103
WQD
F
S1
0
1
5
KEYMAP
MAT
C
H
L
I
N
E
-
S
T
A
3
1
+
0
0
SEE
S
H
E
E
T
4
S100
MA
T
C
H
L
I
N
E
-
S
T
A
3
8
+
0
0
SE
E
S
H
E
E
T
6
PL
A
N
A
N
D
P
R
O
F
I
L
E
WQ
T
F
-
2
AS-BUILT BANKFULL
AS-BUILT WATER SURFACE
AS-BUILT THALWEG
DESIGN BANKFULL
DESIGN THALWEG
PROFILE LEGEND
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X X
X
VP-8
VP-7
XS
-
7
XS
-
8
38+
0
0
39+00
40+00
41+00 42+00
43+00 44+00 45+00
1
0
+
0
0
1
1
+
0
0
12
+
0
0
12
+
3
3
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CECE
CE
CE
CE
CE
CE
CE
CE
CE
CE CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
860
870
880
890
900
860
870
880
890
900
38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00
EX. 72"
CULVERT
ST
A
R
K
E
R
M
I
T
I
G
A
T
I
O
N
P
R
O
J
E
C
T
WL
S
E
N
G
I
N
E
E
R
I
N
G
P
L
L
C
6
D
U
L
A
S
P
R
I
N
G
S
R
D
.
,
W
E
A
V
E
R
V
I
L
L
E
,
N
C
2
8
7
8
7
FI
R
M
L
I
C
E
N
S
E
N
O
.
P
-
1
4
8
0
77
2
1
S
i
x
F
o
r
k
s
R
d
.
,
S
u
i
t
e
1
3
0
Ra
l
e
i
g
h
,
N
C
2
7
6
1
5
(9
1
9
)
6
1
4
-
5
1
1
1
wa
t
e
r
l
a
n
d
s
o
l
u
t
i
o
n
s
.
c
o
m
WA
T
E
R
&
L
A
N
D
S
O
L
U
T
I
O
N
S
FI
L
E
N
A
M
E
:
2
0
-
0
0
2
_
S
T
A
R
K
E
R
-
A
S
B
_
P
-
P
.
D
W
G
CA
T
A
B
W
A
,
N
O
R
T
H
C
A
R
O
L
I
N
A
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
AP
P
R
O
V
E
D
B
Y
:
SC
A
L
E
:
DA
T
E
:
PR
O
J
E
C
T
N
O
.
:
20
-
0
0
2
5-
2
3
-
2
0
2
3
AS
N
O
T
E
D
KM
V
AP
L
EM
B
NO
.
DE
S
C
R
I
P
T
I
O
N
DA
T
E
5-
2
3
-
2
3
AS
-
B
U
I
L
T
P
L
A
N
1
RE
V
I
S
I
O
N
S
PR
O
J
E
C
T
N
A
M
E
SH
E
E
T
N
A
M
E
SHEET NO.
DR
A
W
I
N
G
I
N
F
O
AS-BUILT PLAN
S100 PLAN
NORTH
00
SCALE IN FEET
01530 30
S100 PROFILE
00
HORIZONTAL SCALE IN FEET
01530 30 00
VERTICAL SCALE IN FEET
02.55 5
00
SCALE IN FEET
05001000 1000
S102
MITIGATION
BOUNDARY
S
1
0
0
S
1
0
0
S1
0
0
S
2
0
0
S
2
0
0
S
2
0
0
CE
C
E
C
E
C
E
C
E
C
E
C
E
CE
C
E
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
C
E
C
E
C
E
C
E
CE
C
E
CE
CE
CE
C
E
2
3
4
5
6
7
8
9
1
0
1
1
1
2
13
1
4
1
5
1
6
1
7
18
18
18
18
S103
WQD
F
S1
0
1
6
KEYMAP
MA
T
C
H
L
I
N
E
-
S
T
A
3
8
+
0
0
SE
E
S
H
E
E
T
5
S100
M
A
T
C
H
L
I
N
E
-
S
T
A
4
5
+
0
0
S
E
E
S
H
E
E
T
7
PL
A
N
A
N
D
P
R
O
F
I
L
E
BEGIN CONSTRUCTION WQDF-1
STATION 10+00
END CONSTRUCTION WQDF-1
STATION 12+33
W
Q
D
F
-
1
AS-BUILT BANKFULL
AS-BUILT WATER SURFACE
AS-BUILT THALWEG
DESIGN BANKFULL
DESIGN THALWEG
PROFILE LEGEND
X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X
XS
-
9
XS
-
1
0
45+00 46+00 47+00 48+00 49+00
50+
0
0
5
1
+
0
0
52
+
0
0
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
850
860
870
880
890
850
860
870
880
890
45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00
EX. 72"
CULVERT
ST
A
R
K
E
R
M
I
T
I
G
A
T
I
O
N
P
R
O
J
E
C
T
WL
S
E
N
G
I
N
E
E
R
I
N
G
P
L
L
C
6
D
U
L
A
S
P
R
I
N
G
S
R
D
.
,
W
E
A
V
E
R
V
I
L
L
E
,
N
C
2
8
7
8
7
FI
R
M
L
I
C
E
N
S
E
N
O
.
P
-
1
4
8
0
77
2
1
S
i
x
F
o
r
k
s
R
d
.
,
S
u
i
t
e
1
3
0
Ra
l
e
i
g
h
,
N
C
2
7
6
1
5
(9
1
9
)
6
1
4
-
5
1
1
1
wa
t
e
r
l
a
n
d
s
o
l
u
t
i
o
n
s
.
c
o
m
WA
T
E
R
&
L
A
N
D
S
O
L
U
T
I
O
N
S
FI
L
E
N
A
M
E
:
2
0
-
0
0
2
_
S
T
A
R
K
E
R
-
A
S
B
_
P
-
P
.
D
W
G
CA
T
A
B
W
A
,
N
O
R
T
H
C
A
R
O
L
I
N
A
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
AP
P
R
O
V
E
D
B
Y
:
SC
A
L
E
:
DA
T
E
:
PR
O
J
E
C
T
N
O
.
:
20
-
0
0
2
5-
2
3
-
2
0
2
3
AS
N
O
T
E
D
KM
V
AP
L
EM
B
NO
.
DE
S
C
R
I
P
T
I
O
N
DA
T
E
5-
2
3
-
2
3
AS
-
B
U
I
L
T
P
L
A
N
1
RE
V
I
S
I
O
N
S
PR
O
J
E
C
T
N
A
M
E
SH
E
E
T
N
A
M
E
SHEET NO.
DR
A
W
I
N
G
I
N
F
O
AS-BUILT PLAN
S100 PLAN
NORTH
00
SCALE IN FEET
01530 30
S100 PROFILE
00
HORIZONTAL SCALE IN FEET
01530 30 00
VERTICAL SCALE IN FEET
02.55 5
00
SCALE IN FEET
05001000 1000
S102
MITIGATION
BOUNDARY
S
1
0
0
S
1
0
0
S1
0
0
S
2
0
0
S
2
0
0
S
2
0
0
CE
C
E
C
E
C
E
C
E
C
E
C
E
CE
C
E
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
C
E
C
E
C
E
C
E
CE
C
E
CE
CE
CE
C
E
2
3
4
5
6
7
8
9
1
0
1
1
1
2
13
1
4
1
5
1
6
1
7
18
18
18
18
S103
WQD
F
S1
0
1
7
KEYMAP
MA
T
C
H
L
I
N
E
-
S
T
A
4
5
+
0
0
SE
E
S
H
E
E
T
6
S100
MAT
C
H
L
I
N
E
-
S
T
A
5
2
+
0
0
SEE
S
H
E
E
T
8
PL
A
N
A
N
D
P
R
O
F
I
L
E
I-4
0
(3
4
5
'
R
.
O
.
W
.
)
AS-BUILT BANKFULL
AS-BUILT WATER SURFACE
AS-BUILT THALWEG
DESIGN BANKFULL
DESIGN THALWEG
PROFILE LEGEND
X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X
X X X
X X X X X
VP-11
VP-10
VP-9
XS
-
1
0
XS
-
1
1
XS-
1
2
5
1
+
0
0
52+
0
0
53+00
5
4
+
0
0
55+00
56+
0
0
57+00
58+00
59+
0
0
60+00
CE CE CE CE CE CE CE CE CE CE CE CE
CE
CE
CE
CE
CE
CE
CE
CE
CECECECECECECECECECECECE
840
850
860
870
880
840
850
860
870
880
52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00
ST
A
R
K
E
R
M
I
T
I
G
A
T
I
O
N
P
R
O
J
E
C
T
WL
S
E
N
G
I
N
E
E
R
I
N
G
P
L
L
C
6
D
U
L
A
S
P
R
I
N
G
S
R
D
.
,
W
E
A
V
E
R
V
I
L
L
E
,
N
C
2
8
7
8
7
FI
R
M
L
I
C
E
N
S
E
N
O
.
P
-
1
4
8
0
77
2
1
S
i
x
F
o
r
k
s
R
d
.
,
S
u
i
t
e
1
3
0
Ra
l
e
i
g
h
,
N
C
2
7
6
1
5
(9
1
9
)
6
1
4
-
5
1
1
1
wa
t
e
r
l
a
n
d
s
o
l
u
t
i
o
n
s
.
c
o
m
WA
T
E
R
&
L
A
N
D
S
O
L
U
T
I
O
N
S
FI
L
E
N
A
M
E
:
2
0
-
0
0
2
_
S
T
A
R
K
E
R
-
A
S
B
_
P
-
P
.
D
W
G
CA
T
A
B
W
A
,
N
O
R
T
H
C
A
R
O
L
I
N
A
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
AP
P
R
O
V
E
D
B
Y
:
SC
A
L
E
:
DA
T
E
:
PR
O
J
E
C
T
N
O
.
:
20
-
0
0
2
5-
2
3
-
2
0
2
3
AS
N
O
T
E
D
KM
V
AP
L
EM
B
NO
.
DE
S
C
R
I
P
T
I
O
N
DA
T
E
5-
2
3
-
2
3
AS
-
B
U
I
L
T
P
L
A
N
1
RE
V
I
S
I
O
N
S
PR
O
J
E
C
T
N
A
M
E
SH
E
E
T
N
A
M
E
SHEET NO.
DR
A
W
I
N
G
I
N
F
O
AS-BUILT PLAN
S100 PLAN
NORTH
00
SCALE IN FEET
01530 30
S100 PROFILE
00
HORIZONTAL SCALE IN FEET
01530 30 00
VERTICAL SCALE IN FEET
02.55 5
00
SCALE IN FEET
05001000 1000
S102
MITIGATION
BOUNDARY
S
1
0
0
S
1
0
0
S1
0
0
S
2
0
0
S
2
0
0
S
2
0
0
CE
C
E
C
E
C
E
C
E
C
E
C
E
CE
C
E
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
C
E
C
E
C
E
C
E
CE
C
E
CE
CE
CE
C
E
2
3
4
5
6
7
8
9
1
0
1
1
1
2
13
1
4
1
5
1
6
1
7
18
18
18
18
S103
WQD
F
S1
0
1
8
KEYMAP
MA
T
C
H
L
I
N
E
-
S
T
A
5
2
+
0
0
SE
E
S
H
E
E
T
7
S100
MA
T
C
H
L
I
N
E
-
S
T
A
5
9
+
0
0
SE
E
S
H
E
E
T
9
PL
A
N
A
N
D
P
R
O
F
I
L
E
AS-BUILT BANKFULL
AS-BUILT WATER SURFACE
AS-BUILT THALWEG
DESIGN BANKFULL
DESIGN THALWEG
PROFILE LEGEND
X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
VP-12
VP-13
VP-11
FG-3
CG-1
XS
-
1
1
XS
-
1
2
XS-1
3
59+
0
0
60+00
61+00
62+
0
0
63+00
6
4
+
0
0
65+00
6
6
+
0
0
10
+
0
0
1
0
+
7
8
F
P
FP
FP
F
P
FP
FP
F
P FP
FP
FP
FP
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CECECECECECECECE
CE
CE
CE
CE
CE
840
850
860
870
880
840
850
860
870
880
59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00
ST
A
R
K
E
R
M
I
T
I
G
A
T
I
O
N
P
R
O
J
E
C
T
WL
S
E
N
G
I
N
E
E
R
I
N
G
P
L
L
C
6
D
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L
A
S
P
R
I
N
G
S
R
D
.
,
W
E
A
V
E
R
V
I
L
L
E
,
N
C
2
8
7
8
7
FI
R
M
L
I
C
E
N
S
E
N
O
.
P
-
1
4
8
0
77
2
1
S
i
x
F
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k
s
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d
.
,
S
u
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t
e
1
3
0
Ra
l
e
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h
,
N
C
2
7
6
1
5
(9
1
9
)
6
1
4
-
5
1
1
1
wa
t
e
r
l
a
n
d
s
o
l
u
t
i
o
n
s
.
c
o
m
WA
T
E
R
&
L
A
N
D
S
O
L
U
T
I
O
N
S
FI
L
E
N
A
M
E
:
2
0
-
0
0
2
_
S
T
A
R
K
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R
-
A
S
B
_
P
-
P
.
D
W
G
CA
T
A
B
W
A
,
N
O
R
T
H
C
A
R
O
L
I
N
A
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
AP
P
R
O
V
E
D
B
Y
:
SC
A
L
E
:
DA
T
E
:
PR
O
J
E
C
T
N
O
.
:
20
-
0
0
2
5-
2
3
-
2
0
2
3
AS
N
O
T
E
D
KM
V
AP
L
EM
B
NO
.
DE
S
C
R
I
P
T
I
O
N
DA
T
E
5-
2
3
-
2
3
AS
-
B
U
I
L
T
P
L
A
N
1
RE
V
I
S
I
O
N
S
PR
O
J
E
C
T
N
A
M
E
SH
E
E
T
N
A
M
E
SHEET NO.
DR
A
W
I
N
G
I
N
F
O
AS-BUILT PLAN
S100 PLAN
NORTH
00
SCALE IN FEET
01530 30
S100 PROFILE
00
HORIZONTAL SCALE IN FEET
01530 30 00
VERTICAL SCALE IN FEET
02.55 5
00
SCALE IN FEET
05001000 1000
S102
MITIGATION
BOUNDARY
S
1
0
0
S
1
0
0
S1
0
0
S
2
0
0
S
2
0
0
S
2
0
0
CE
C
E
C
E
C
E
C
E
C
E
C
E
CE
C
E
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
C
E
C
E
C
E
C
E
CE
C
E
CE
CE
CE
C
E
2
3
4
5
6
7
8
9
1
0
1
1
1
2
13
1
4
1
5
1
6
1
7
18
18
18
18
S103
WQD
F
S1
0
1
9
KEYMAP
REACH S100 REALIGNED FROM
STATION 63+92 TO 65+50
TO AVOID ROCK OUTCROP
M
A
T
C
H
L
I
N
E
-
S
T
A
5
9
+
0
0
S
E
E
S
H
E
E
T
8
S100
MATC
H
L
I
N
E
-
S
T
A
6
6
+
0
0
SEE
S
H
E
E
T
1
0
PL
A
N
A
N
D
P
R
O
F
I
L
E
BEGIN CONSTRUCTION S101
STATION 10+00
END CONSTRUCTION S101
STATION 10+78
S
1
0
1
AS-BUILT BANKFULL
AS-BUILT WATER SURFACE
AS-BUILT THALWEG
DESIGN BANKFULL
DESIGN THALWEG
PROFILE LEGEND
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
VP-12
VP-13
66+00
67+
0
0
68+00
68+25
F
P
F
P
F
P
FPFPFP
FP
FP
FP
F
P
FP
FP
FP
FP
FP
FP
FP
FP
F
W
F
W
F
W
F
W
F
W
F
W
CE
CE
CE
CE
C
E
C
E
C
E
CE
CE
CE
CE
840
850
860
870
880
840
850
860
870
880
66+00 67+00 68+00 69+00
ST
A
R
K
E
R
M
I
T
I
G
A
T
I
O
N
P
R
O
J
E
C
T
WL
S
E
N
G
I
N
E
E
R
I
N
G
P
L
L
C
6
D
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L
A
S
P
R
I
N
G
S
R
D
.
,
W
E
A
V
E
R
V
I
L
L
E
,
N
C
2
8
7
8
7
FI
R
M
L
I
C
E
N
S
E
N
O
.
P
-
1
4
8
0
77
2
1
S
i
x
F
o
r
k
s
R
d
.
,
S
u
i
t
e
1
3
0
Ra
l
e
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g
h
,
N
C
2
7
6
1
5
(9
1
9
)
6
1
4
-
5
1
1
1
wa
t
e
r
l
a
n
d
s
o
l
u
t
i
o
n
s
.
c
o
m
WA
T
E
R
&
L
A
N
D
S
O
L
U
T
I
O
N
S
FI
L
E
N
A
M
E
:
2
0
-
0
0
2
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S
T
A
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K
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R
-
A
S
B
_
P
-
P
.
D
W
G
CA
T
A
B
W
A
,
N
O
R
T
H
C
A
R
O
L
I
N
A
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
AP
P
R
O
V
E
D
B
Y
:
SC
A
L
E
:
DA
T
E
:
PR
O
J
E
C
T
N
O
.
:
20
-
0
0
2
5-
2
3
-
2
0
2
3
AS
N
O
T
E
D
KM
V
AP
L
EM
B
NO
.
DE
S
C
R
I
P
T
I
O
N
DA
T
E
5-
2
3
-
2
3
AS
-
B
U
I
L
T
P
L
A
N
1
RE
V
I
S
I
O
N
S
PR
O
J
E
C
T
N
A
M
E
SH
E
E
T
N
A
M
E
SHEET NO.
DR
A
W
I
N
G
I
N
F
O
AS-BUILT PLAN
S100 PLAN
NORTH
00
SCALE IN FEET
01530 30
S100 PROFILE
00
HORIZONTAL SCALE IN FEET
01530 30 00
VERTICAL SCALE IN FEET
02.55 5
00
SCALE IN FEET
05001000 1000
S102
MITIGATION
BOUNDARY
S
1
0
0
S
1
0
0
S1
0
0
S
2
0
0
S
2
0
0
S
2
0
0
CE
C
E
C
E
C
E
C
E
C
E
C
E
CE
C
E
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
C
E
C
E
C
E
C
E
CE
C
E
CE
CE
CE
C
E
2
3
4
5
6
7
8
9
1
0
1
1
1
2
13
1
4
1
5
1
6
1
7
18
18
18
18
S103
WQD
F
S1
0
1
10
KEYMAP
MA
T
C
H
L
I
N
E
-
S
T
A
6
6
+
0
0
SE
E
S
H
E
E
T
9
S100
PL
A
N
A
N
D
P
R
O
F
I
L
E
END CONSTRUCTION S100
STATION 68+25
AS-BUILT BANKFULL
AS-BUILT WATER SURFACE
AS-BUILT THALWEG
DESIGN BANKFULL
DESIGN THALWEG
PROFILE LEGEND
62" CMP
INV. IN = 852.99
INV. OUT=852.08
62" CMP
INV. IN = 852.99
INV. OUT=852.08
XXXXXXXXXXXX
X
X
X
X
X
X
XXXXX
X X X X X
X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
XXXXXXXXXXXXX
X X
VP-15
VP-14
X
S
-
1
4
XS
-
1
5
10+00 11+00 12+00
13+
0
0
14+00
15+00
16
+
0
0
17+00
WLB
WLB W
L
B
WL
B
WL
B
WLB
W
L
B
W
L
B
WLB
W
L
B
WL
B
WLB
WLB
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
900
910
920
930
940
900
910
920
930
940
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
ST
A
R
K
E
R
M
I
T
I
G
A
T
I
O
N
P
R
O
J
E
C
T
WL
S
E
N
G
I
N
E
E
R
I
N
G
P
L
L
C
6
D
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L
A
S
P
R
I
N
G
S
R
D
.
,
W
E
A
V
E
R
V
I
L
L
E
,
N
C
2
8
7
8
7
FI
R
M
L
I
C
E
N
S
E
N
O
.
P
-
1
4
8
0
77
2
1
S
i
x
F
o
r
k
s
R
d
.
,
S
u
i
t
e
1
3
0
Ra
l
e
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g
h
,
N
C
2
7
6
1
5
(9
1
9
)
6
1
4
-
5
1
1
1
wa
t
e
r
l
a
n
d
s
o
l
u
t
i
o
n
s
.
c
o
m
WA
T
E
R
&
L
A
N
D
S
O
L
U
T
I
O
N
S
FI
L
E
N
A
M
E
:
2
0
-
0
0
2
_
S
T
A
R
K
E
R
-
A
S
B
_
P
-
P
.
D
W
G
CA
T
A
B
W
A
,
N
O
R
T
H
C
A
R
O
L
I
N
A
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
AP
P
R
O
V
E
D
B
Y
:
SC
A
L
E
:
DA
T
E
:
PR
O
J
E
C
T
N
O
.
:
20
-
0
0
2
5-
2
3
-
2
0
2
3
AS
N
O
T
E
D
KM
V
AP
L
EM
B
NO
.
DE
S
C
R
I
P
T
I
O
N
DA
T
E
5-
2
3
-
2
3
AS
-
B
U
I
L
T
P
L
A
N
1
RE
V
I
S
I
O
N
S
PR
O
J
E
C
T
N
A
M
E
SH
E
E
T
N
A
M
E
SHEET NO.
DR
A
W
I
N
G
I
N
F
O
AS-BUILT PLAN
S200 PLAN
NORTH
00
SCALE IN FEET
01530 30
S200 PROFILE
00
HORIZONTAL SCALE IN FEET
01530 30 00
VERTICAL SCALE IN FEET
02.55 5
00
SCALE IN FEET
05001000 1000
S102
MITIGATION
BOUNDARY
S
1
0
0
S
1
0
0
S1
0
0
S
2
0
0
S
2
0
0
S
2
0
0
CE
C
E
C
E
C
E
C
E
C
E
C
E
CE
C
E
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
C
E
C
E
C
E
C
E
CE
C
E
CE
CE
CE
C
E
2
3
4
5
6
7
8
9
1
0
1
1
1
2
13
1
4
1
5
1
6
1
7
18
18
18
18
S103
WQD
F
S1
0
1
11
KEYMAPM
A
T
C
H
L
I
N
E
-
S
T
A
1
7
+
0
0
S
E
E
S
H
E
E
T
1
2
S200
PL
A
N
A
N
D
P
R
O
F
I
L
E
W
Q
T
F
-
3
BEGIN CONSTRUCTION S200
STATION 10+00
W
Q
T
F
-
4
WQ
T
F
-
5
WQTF
-
6
AS-BUILT BANKFULL
AS-BUILT WATER SURFACE
AS-BUILT THALWEG
DESIGN BANKFULL
DESIGN THALWEG
PROFILE LEGEND
X X
X
X
X
X
X
X
XX
X
X X X X X X X X X X X X X
X X X X X X X X X X X X X
X
X X
X
X
X
X
X
X
X
X
VP-16VP-15
XS
-
1
6
XS-1
7
17+00 18+00 19+00 20+00
21+00
22+0
0
2
3
+
0
0
2
4
+
0
0
CECECECECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
880
890
900
910
920
880
890
900
910
920
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
EX. 60"
CULVERT
ST
A
R
K
E
R
M
I
T
I
G
A
T
I
O
N
P
R
O
J
E
C
T
WL
S
E
N
G
I
N
E
E
R
I
N
G
P
L
L
C
6
D
U
L
A
S
P
R
I
N
G
S
R
D
.
,
W
E
A
V
E
R
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SHEET NO.
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W
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N
F
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AS-BUILT PLAN
S200 PLAN
NORTH
00
SCALE IN FEET
01530 30
S200 PROFILE
00
HORIZONTAL SCALE IN FEET
01530 30 00
VERTICAL SCALE IN FEET
02.55 5
00
SCALE IN FEET
05001000 1000
S102
MITIGATION
BOUNDARY
S
1
0
0
S
1
0
0
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0
0
S
2
0
0
S
2
0
0
S
2
0
0
CE
C
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C
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C
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C
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C
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C
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CE
C
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CE
C
E
C
E
C
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C
E
C
E
C
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C
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C
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C
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C
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C
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CE
C
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C
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C
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C
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C
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CE
CE
CE
C
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2
3
4
5
6
7
8
9
1
0
1
1
1
2
13
1
4
1
5
1
6
1
7
18
18
18
18
S103
WQD
F
S1
0
1
12
KEYMAP
M
A
T
C
H
L
I
N
E
-
S
T
A
1
7
+
0
0
S
E
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T
1
1
S200
MAT
C
H
L
I
N
E
-
S
T
A
2
4
+
0
0
SEE
S
H
E
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T
1
3
PL
A
N
A
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P
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F
I
L
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0
(3
1
6
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R
.
O
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W
.
)
AS-BUILT BANKFULL
AS-BUILT WATER SURFACE
AS-BUILT THALWEG
DESIGN BANKFULL
DESIGN THALWEG
PROFILE LEGEND
X X X X X X X X X X X X
X X X
X
X X
X
X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X X X X X X X X X X
VP-18
VP-17XS-
1
7
XS
-
1
8
2
4
+
0
0
25+00
26+00
27
+
0
0
28+00
29+0
0
30+00
3
1
+
0
0
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE CE CE CE CE CE CE CE CE
CE
CE
CE CE CE CE CE
CE
CE
CE
CE
CE
CE
CE
CE
880
890
900
910
920
880
890
900
910
920
24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00
ST
A
R
K
E
R
M
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T
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G
A
T
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P
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W
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A
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AS-BUILT PLAN
S200 PLAN
NORTH
00
SCALE IN FEET
01530 30
S200 PROFILE
00
HORIZONTAL SCALE IN FEET
01530 30 00
VERTICAL SCALE IN FEET
02.55 5
00
SCALE IN FEET
05001000 1000
S102
MITIGATION
BOUNDARY
S
1
0
0
S
1
0
0
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0
0
S
2
0
0
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2
0
0
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2
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2
3
4
5
6
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8
9
1
0
1
1
1
2
13
1
4
1
5
1
6
1
7
18
18
18
18
S103
WQD
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S1
0
1
13
KEYMAP
MAT
C
H
L
I
N
E
-
S
T
A
2
4
+
0
0
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S
H
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T
1
2
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C
H
L
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N
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-
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T
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3
1
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0
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S
H
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PL
A
N
A
N
D
P
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F
I
L
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WQ
T
F
-
7
AS-BUILT BANKFULL
AS-BUILT WATER SURFACE
AS-BUILT THALWEG
DESIGN BANKFULL
DESIGN THALWEG
PROFILE LEGEND
54" CMP
INV. IN = 893.09
INV. OUT=892.36
54" CMP
INV. IN = 893.09
INV. OUT=892.36
XX
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X X X X X X X X X X X X X
VP-20
VP-19
VP-18
X
S
-
1
8
XS
-
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9
30+00
3
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+
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0
32
+
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3
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36+00
37+
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3
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CE
CECECECECECECECECECECECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
870
880
890
900
910
870
880
890
900
910
31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00
ST
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SHEET NO.
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AS-BUILT PLAN
S200 PLAN
NORTH
00
SCALE IN FEET
01530 30
S200 PROFILE
00
HORIZONTAL SCALE IN FEET
01530 30 00
VERTICAL SCALE IN FEET
02.55 5
00
SCALE IN FEET
05001000 1000
S102
MITIGATION
BOUNDARY
S
1
0
0
S
1
0
0
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0
0
S
2
0
0
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2
0
0
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2
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0
CE
C
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C
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C
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C
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C
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C
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C
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C
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C
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C
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C
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C
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C
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C
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C
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C
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C
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C
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CE
CE
CE
C
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2
3
4
5
6
7
8
9
1
0
1
1
1
2
13
1
4
1
5
1
6
1
7
18
18
18
18
S103
WQD
F
S1
0
1
14
KEYMAP
AS-BUILT FENCE TIES
INTO OLD FENCE
MATC
H
L
I
N
E
-
S
T
A
3
1
+
0
0
SEE S
H
E
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T
1
3
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MATC
H
L
I
N
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-
S
T
A
3
8
+
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0
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H
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1
5
PL
A
N
A
N
D
P
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F
I
L
E
AS-BUILT BANKFULL
AS-BUILT WATER SURFACE
AS-BUILT THALWEG
DESIGN BANKFULL
DESIGN THALWEG
PROFILE LEGEND
X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
VP-21
VP-20
X
S
-
2
0
XS
-
2
1
36
+
0
0
37+0
0
3
8
+
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3
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41+
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42+
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0
4
3
+
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4
4
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CE
CE
CE
CECECECECECECECECE
CE
CE
CE
CE
CE
CE CE CE CE CE CE CE CE CE CE
CE
CE
860
870
880
890
900
860
870
880
890
900
38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00
ST
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SHEET NO.
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AS-BUILT PLAN
S200 PLAN
NORTH
00
SCALE IN FEET
01530 30
S200 PROFILE
00
HORIZONTAL SCALE IN FEET
01530 30 00
VERTICAL SCALE IN FEET
02.55 5
00
SCALE IN FEET
05001000 1000
S102
MITIGATION
BOUNDARY
S
1
0
0
S
1
0
0
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0
0
S
2
0
0
S
2
0
0
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2
0
0
CE
C
E
C
E
C
E
C
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C
E
C
E
CE
C
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CE
C
E
C
E
C
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C
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C
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C
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C
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C
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C
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C
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C
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C
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C
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C
E
C
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CE
C
E
CE
CE
CE
C
E
2
3
4
5
6
7
8
9
1
0
1
1
1
2
13
1
4
1
5
1
6
1
7
18
18
18
18
S103
WQD
F
S1
0
1
15
KEYMAP
MATCH LINE - STA 38+00
SEE SHEET 14
S200
M
A
T
C
H
L
I
N
E
-
S
T
A
4
5
+
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0
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H
E
E
T
1
6
PL
A
N
A
N
D
P
R
O
F
I
L
E
AS-BUILT BANKFULL
AS-BUILT WATER SURFACE
AS-BUILT THALWEG
DESIGN BANKFULL
DESIGN THALWEG
PROFILE LEGEND
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
VP-23
VP-22
X
S
-
2
1
X
S
-
2
3
XS
-
2
2
4
4
+
0
0
45+00
46+
0
0
47+00
4
8
+
0
0
49+0
0
50+0
0
51
+
0
0
52+
0
0
53+00
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE CE CE CE CE CE CE CE CE CE CE CE CE CE
CE
860
870
880
890
900
860
870
880
890
900
45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00
ST
A
R
K
E
R
M
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T
I
G
A
T
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N
P
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,
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7
8
7
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AS
N
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S
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3
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S
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T
N
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SH
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T
N
A
M
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DR
A
W
I
N
G
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N
F
O
AS-BUILT PLAN
S200 PLAN
NORTH
00
SCALE IN FEET
01530 30
S200 PROFILE
00
HORIZONTAL SCALE IN FEET
01530 30 00
VERTICAL SCALE IN FEET
02.55 5
00
SCALE IN FEET
05001000 1000
S102
MITIGATION
BOUNDARY
S
1
0
0
S
1
0
0
S1
0
0
S
2
0
0
S
2
0
0
S
2
0
0
CE
C
E
C
E
C
E
C
E
C
E
C
E
CE
C
E
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
C
E
C
E
C
E
C
E
CE
C
E
CE
CE
CE
C
E
2
3
4
5
6
7
8
9
1
0
1
1
1
2
13
1
4
1
5
1
6
1
7
18
18
18
18
S103
WQD
F
S1
0
1
16
KEYMAP
M
A
T
C
H
L
I
N
E
-
S
T
A
4
5
+
0
0
S
E
E
S
H
E
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T
1
5
S200
MA
T
C
H
L
I
N
E
-
S
T
A
5
2
+
0
0
SE
E
S
H
E
E
T
1
7
PL
A
N
A
N
D
P
R
O
F
I
L
E
AS-BUILT BANKFULL
AS-BUILT WATER SURFACE
AS-BUILT THALWEG
DESIGN BANKFULL
DESIGN THALWEG
PROFILE LEGEND
X X X X X X X X X X X X X X X X X X X X X X X X X X
VP-23
VP-24CG-2
X
S
-
2
3
XS
-
2
2
52+
0
0
53+00
54+0
0
55+00
56+00
57+00 57+29
FP
FP
FP
FP
FP
FP
FW
FW
FW
FW
FW
FW
FP
F
P
F
P
F
P
FP
FP
F
P
FP
FP
FP
FP FP
F
P FP FP
FP
F
P
FP
F
P
FW
FW
FW
FW
FW
FW
CE
CECECECECECECECECE
CE
CE
CE CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
850
860
870
880
890
850
860
870
880
890
52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00
ST
A
R
K
E
R
M
I
T
I
G
A
T
I
O
N
P
R
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C
T
WL
S
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N
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D
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,
W
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R
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L
L
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2
8
7
8
7
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R
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N
S
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P
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4
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0
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1
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6
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5
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:
20
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3
AS
N
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S
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2
3
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3
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L
A
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V
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S
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S
PR
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C
T
N
A
M
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SH
E
E
T
N
A
M
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SHEET NO.
DR
A
W
I
N
G
I
N
F
O
AS-BUILT PLAN
S200 PLAN
NORTH
00
SCALE IN FEET
01530 30
S200 PROFILE
00
HORIZONTAL SCALE IN FEET
01530 30 00
VERTICAL SCALE IN FEET
02.55 5
00
SCALE IN FEET
05001000 1000
S102
MITIGATION
BOUNDARY
S
1
0
0
S
1
0
0
S1
0
0
S
2
0
0
S
2
0
0
S
2
0
0
CE
C
E
C
E
C
E
C
E
C
E
C
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CE
C
E
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
C
E
C
E
C
E
C
E
CE
C
E
CE
CE
CE
C
E
2
3
4
5
6
7
8
9
1
0
1
1
1
2
13
1
4
1
5
1
6
1
7
18
18
18
18
S103
WQD
F
S1
0
1
17
KEYMAP
EXISTING CULVERT IN SURVEY
WASHED AWAY BEFORE
CONSTRUCTION.
MA
T
C
H
L
I
N
E
-
S
T
A
5
2
+
0
0
SE
E
S
H
E
E
T
1
6
S200
PL
A
N
A
N
D
P
R
O
F
I
L
E
AS-BUILT FENCE TIES
INTO OLD FENCE
AS-BUILT BANKFULL
AS-BUILT WATER SURFACE
AS-BUILT THALWEG
DESIGN BANKFULL
DESIGN THALWEG
PROFILE LEGEND
X
X
X
VP-7
3
9
+
0
0
10+0
0
11+0
0
12+00
12+3
3
CE
CE
CE
CE
910
920
930
940
910
920
930
940
10+00 11+00 11+25
X
X
X
X
X
X
X
X
X
S
-
1
12+
0
0
13+
0
0
10+00
11
+
0
0
1
1
+
1
1
WLB
W
L
B
W
L
B
W
L
B
WLB
CE
CE
CE
CE
X
X
X
X
X
XS
-
2
16
+
0
0
1
7
+
0
0
10+00 11+00
11+34
W
L
B
W
L
B
W
L
B
WL
B
WL
B
WLB
WLB
WL
B
WL
B
WL
B
WLB
WL
B
WL
B
WLB
CE
CE
900
910
920
900
910
920
10+00 11+00 11+34
850
860
870
850
860
870
10+00 11+00
X
X
X
X
X
X
X
S
-
1
3
61
+
0
0
10
+
0
0
10+78
CE
CE
CE
870
880
890
900
910
870
880
890
900
910
10+00 11+00 12+00 12+33 ST
A
R
K
E
R
M
I
T
I
G
A
T
I
O
N
P
R
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J
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C
T
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S
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D
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W
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A
V
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R
V
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L
L
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,
N
C
2
8
7
8
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R
M
L
I
C
E
N
S
E
N
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P
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1
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0
77
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1
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S
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1
3
0
Ra
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,
N
C
2
7
6
1
5
(9
1
9
)
6
1
4
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1
1
1
wa
t
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r
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a
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s
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s
.
c
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WA
T
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R
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A
N
D
S
O
L
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T
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N
S
FI
L
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N
A
M
E
:
2
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S
T
A
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K
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B
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P
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P
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D
W
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CA
T
A
B
W
A
,
N
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C
A
R
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I
N
A
DE
S
I
G
N
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D
B
Y
:
DR
A
W
N
B
Y
:
AP
P
R
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D
B
Y
:
SC
A
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T
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:
PR
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C
T
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:
20
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0
0
2
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2
3
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2
0
2
3
AS
N
O
T
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D
KM
V
AP
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B
NO
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DE
S
C
R
I
P
T
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T
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5-
2
3
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2
3
AS
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B
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I
L
T
P
L
A
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1
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V
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S
I
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S
PR
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C
T
N
A
M
E
SH
E
E
T
N
A
M
E
SHEET NO.
DR
A
W
I
N
G
I
N
F
O
AS-BUILT PLAN
S103 PLAN
NORTH
00
SCALE IN FEET
01530 30
S103 PROFILE
00
HORIZONTAL SCALE IN FEET
01530 30 00
VERTICAL SCALE IN FEET
02.55 5
00
SCALE IN FEET
05001000 1000
S102
MITIGATION
BOUNDARY
S
1
0
0
S
1
0
0
S1
0
0
S
2
0
0
S
2
0
0
S
2
0
0
CE
C
E
C
E
C
E
C
E
C
E
C
E
CE
C
E
CE
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
C
E
CE
C
E
C
E
C
E
C
E
CE
C
E
CE
CE
CE
C
E
2
3
4
5
6
7
8
9
1
0
1
1
1
2
13
1
4
1
5
1
6
1
7
18
18
18
18
S103
WQD
F
S1
0
1
18
KEYMAP
S103
S102 PLAN
NORTH
00
SCALE IN FEET
01530 30
S101 PLAN
NORTH
00
SCALE IN FEET
01530 30
WQDF PLAN
NORTH
00
SCALE IN FEET
01530 30
S102 PROFILE S101 PROFILE WQDF PROFILE
S10
2 S101 WQDF
PL
A
N
A
N
D
P
R
O
F
I
L
E
BEGIN CONSTRUCTION S102
STATION 10+00
END CONSTRUCTION S102
STATION 11+34
BEGIN CONSTRUCTION S103
STATION 10+00 END CONSTRUCTION S103
STATION 11+11
BEGIN CONSTRUCTION S101
STATION 10+00
END CONSTRUCTION S101
STATION 10+78
BEGIN CONSTRUCTION WQDF
STATION 10+00
END CONSTRUCTION WQDF
STATION 12+33
FG-1
FG-1
FG-2
FG-3
AS-BUILT BANKFULL
AS-BUILT WATER SURFACE
AS-BUILT THALWEG
DESIGN BANKFULL
DESIGN THALWEG
PROFILE LEGEND
X X X X X X X X X X X X X X X X X X X
X
XXXXXXXXXXXXXX
X
X
X X
X
X X
X
8+29 9+00 10+00
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
14
+
0
0
15+00
16+00
17+
0
0 18+00
19+00
20+00
21+00
22+00 23+00
24+0
0
25+00
2
6
+
0
0
27+00
28+
0
0
29+0
0
30
+
0
0
31
+
0
0
32+00
33+00
34+00
35+00
36+00
37+00
38+
0
0
39+00
40+00
1
0
+
0
0
11+
0
0
11+
1
1
10
+
0
0
11
+
0
0
1
1
+
3
4
1
0
+
0
0
1
1
+
0
0
12
+
0
0
12
+
3
3
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
W
L
B
WLB
WLB
WLB
W
L
B
W
L
B
WL
B WLB
WLB
WL
B
WLB
WLB WLB
W
L
B
WL
B
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLBWLBWLB
W
L
B
W
L
B
WLB
WLB
WL
B
WL
B WLB
WLB
WLB
WLBWL
B
WLB
W
L
B
W
L
B
WLB
WLB
WLB
WL
B
W
L
B
WLB
CE
CE
CE
CE
CE
CE
CE
CECE
CECECECE
CE
CE
CE
CE CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
236.74 ACRES (GIS)
HUNSUCKER FARMS, LLC
DB 2785 PG 1153
PIN: 3752-10-36-4087
236.74 ACRES (GIS)
HUNSUCKER FARMS, LLC
DB 2785 PG 1153
PIN: 3752-10-36-4087
PARCEL A
10.33 ACRES (DEED)
HUNSUCKER FARMS, LLC
DB 3068 PG 571
PIN: 3752-15-53-4132
178.82 ACRES (GIS)
TRACT 2
174.60 ACRES (DEED)
HUNSUCKER FARMS, LLC
DB 2785 PG 1163
PIN: 3752-11-55-8910
23.43 ACRES (GIS)
DAN ALAN HUNSUCKER
DB 2557 PG 1327
PIN: 375206378536
178.82 ACRES (GIS)
TRACT 2
174.60 ACRES (DEED)
HUNSUCKER FARMS, LLC
DB 2785 PG 1163
PIN: 3752-11-55-8910
S1
0
2
S1
0
3
WQ
D
F
S100
S100
S100
XS-1
XS-2
XS-3
XS
-
4
XS
-
7
XS
-
8
XS
-
6
XS-5
FG-1
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00
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N
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T
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52
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TRACT 1
6.30 ACRES (DEED)
HUNSUCKER FARMS, LLC
DB 2785 PG 1163
PIN: 3752-11-55-8910
68.60 ACRES (DEED)
HUNSUCKER FARMS, LLC
DB 2785 PG 1148
PIN: 3752-19-52-3168
PARCEL 1
31.94 ACRES (DEED)
HUNSUCKER FARMS, LLC
DB 3269 PG 1875
PIN: 3752-15-73-2614
PARCEL C
16.32 ACRES (DEED)
HUNSUCKER FARMS, LLC
DB 3068 PG 571
PIN: 3752-15-53-4132
178.82 ACRES (GIS)
TRACT 2
174.60 ACRES (DEED)
HUNSUCKER FARMS, LLC
DB 2785 PG 1163
PIN: 3752-11-55-8910
68.60 ACRES (DEED)
HUNSUCKER FARMS, LLC
DB 2785 PG 1148
PIN: 3752-19-52-3168
S100
S
1
0
1
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14
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CE
CE
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CE PARCEL B
6.8 ACRES (DEED)
HUNSUCKER FARMS, LLC
DB 3068 PG 571
PIN: 3752-15-53-4132
236.74 ACRES (GIS)
HUNSUCKER FARMS, LLC
DB 2785 PG 1153
PIN: 3752-10-36-4087
236.74 ACRES (GIS)
HUNSUCKER FARMS, LLC
DB 2785 PG 1153
PIN: 3752-10-36-4087
PARCEL A
10.33 ACRES (DEED)
HUNSUCKER FARMS, LLC
DB 3068 PG 571
PIN: 3752-15-53-4132
S200
S20
0
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FP
FP
F
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HUNSUCKER FARMS, LLC
PIN: 3752-15-53-4132
236.74 ACRES (GIS)
HUNSUCKER FARMS, LLC
DB 2785 PG 1153
PIN: 3752-10-36-4087
68.60 ACRES (DEED)
HUNSUCKER FARMS, LLC
DB 2785 PG 1148
PIN: 375219523168
236.74 ACRES (GIS)
HUNSUCKER FARMS, LLC
DB 2785 PG 1153
PIN: 3752-10-36-4087
S200
S200
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