20140338 Ver 1_ManeyFarm_96314_MY7_2022_20221212

ID#* 20140338
Select Reviewer:
Erin Davis
Initial Review Completed Date 12/14/2022
Mitigation Project Submittal - 12/12/2022
Version* 1
Is this a Prospectus, Technical Proposal or a New Site?*
Type of Mitigation Project:*
Stream Wetlands Buffer Nutrient Offset
(Select all that apply)
Project Contact Information
Contact Name:*
Jeremiah Dow
Project Information
O Yes O No
Email Address:*
[e-mail]
ID#:* 20140338 Version:* 1
Existing ID# Existing Version
Project Type: • DMS Mitigation Bank
Project Name: Maney Farm Stream Mitigation Site- Full
Delivery Project
County: Chatham
Document Information
Mitigation Document Type:*
Mitigation Monitoring Report
File Upload: ManeyFarm_96314_MY7_2022.pdf 11.86MB
Please upload only one PDF of the complete file that needs to be submitted...
Signature
Print Name: * Jeremiah Dow
Signature: *
�ur/r af�ox�

Table 1. Project Components and Mitigation Credits
Maney Farm Mitigation Project
DMS Project No. 96314
Monitoring Year 7 - 2022
Mitigation Credits
Nitrogen Nutrient
Riparian WetlandNon-Riparian Wetland
StreamPhosphorous Nutrient Offset
Buffer
Offset
TypeRRERRERRE
N/A
4,921.6000N/AN/AN/AN/AN/AN/A
Totals
Project Components
As-Built Stationing Existing Footage / Credits
Reach ID
Restoration or Restoration EquivalentRestoration Footage / Acreage
Approach
Mitigation Ratio
/ LocationAcreage(SMU / WMU)
STREAMS
100+00 - 108+39
Restoration
UTSF - Reach 12,122
1:12,122.000
2,298P1
108+80 - 121+63
Restoration
UTSF - Reach 21,061
1:11,061.000
121+63 - 132+241,209P1
Restoration
UT1A390
2.5:1156.000
250+00 - 253+90390EII
Restoration
UT1B92
2.5:136.800
199+08 - 200+00101EII
Restoration
UT1C260
1.5:1173.333
200+00 - 202+60166EI
Restoration
UT2A484
2.5:1193.600
295+15 - 300+00485EII
Restoration
UT2B73
1.5:148.667
300+00 - 300+7444EI
Restoration
UT3A421
2.5:1168.400
395+79 - 400+00418EII
Restoration
UT3B162
1.5:1108.000
400+00 - 401+6384EI
Restoration
UT4A212
2.5:184.800
497+87 - 500+00217EII
Restoration
UT4B138
1.5:192.000
500+00 - 501+3840EI
Restoration
UT5677
1:1677.000
602+00 - 608+77778P1
Component Summation
Riparian WetlandNon-Riparian Wetland
BufferUpland
Restoration Level
Stream (LF)
(acres)(acres)
(square feet)(acres)
RiverineNon-Riverine
Restoration3,860-
----
Enhancement-
----
Enhancement I633
Enhancement II1,599
Creation-
--
Preservation--
---
High Quality Preservation--
---
* Credit calculations were originally calculated along the as-built thalweg and updated to be calculated along stream centerlines for Monitoring Year 2 after discusions with NC IRT.

Table 2. Project Activity and Reporting History
Maney Farm Mitigation Project
DMS Project No. 96314
Monitoring Year 7 - 2022
Activity or Report
Data Collection CompleteCompletion or Scheduled Delivery
Mitigation PlanJuly 2014August 2015
Final Design - Construction Plans
July 2014August 2015
ConstructionOctober 2015 - January 2016 January 2016
1
October 2015 - January 2016 January 2016
Temporary S&E mix applied to entire project area
1
October 2015 - January 2016 January 2016
Permanent seed mix applied to reach/segments
Bare root and live stake plantings for reach/segments
February 2016February 2016
Stream SurveyFebruary 2016
Baseline Monitoring Document (Year 0)
April 2016
Vegetation Survey
February 2016
Stream SurveySeptember 2016
Year 1 Monitoring
December 2016
Vegetation Survey
September 2016
Stream Survey
March 2017
Year 2 Monitoring
December 2017
Vegetation Survey
August 2017
Stream SurveyApril 2018
Year 3 Monitoring
December 2018
Vegetation Survey
August 2018
Invasive Vegetation Treatment
October 2019
Beaver Control
November 2019
Year 4 Monitoring
December 2019
Supplemental Planting
February 2020
Beaver ControlMay 2020
Soil Amendments July 2020
Invasive Vegetation Treatment
September 2020
Stream Survey
March 2020
Year 5 Monitoring
December 2020
Vegetation SurveyAugust 2020
Year 6 Monitoring
December 2021
Stream SurveyMarch 2022
Year 7 Monitoring
December 2022
Vegetation Survey
August 2022
Invasive Vegetation TreatmentMarch and July 2022
1
Seed and mulch is added as each section of construction is completed.
Table 3. Project Contact Table
Maney Farm Mitigation Site
DMS Project No. 96314
Monitoring Year 7 - 2022
Wildlands Engineering, Inc.
Designer
312 West Millbrook Road, Suite 225
Jeff Keaton, PE
Raleigh, NC 27609
919.851.9986
Land Mechanic Designs, Inc.
Construction Contractor
126 Circle G Lane
Willow Spring, NC 27592
Bruton Natural Systems, Inc
Planting Contractor
P.O. Box 1197
Fremont, NC 27830
Land Mechanic Designs, Inc.
Seeding Contractor
126 Circle G Lane
Willow Spring, NC 27592
Seed Mix SourcesGreen Resource, LLC
Nursery Stock Suppliers
Bruton Natural Systems, Inc
Bare Roots
Live Stakes
Monitoring PerformersWildlands Engineering, Inc.
Jason Lorch
Monitoring, POC
919-851-9986

Table 4. Project Information and Attributes
Maney Farm Mitigation Project
DMS Project No. 96314
Monitoring Year 7 - 2022
Project Information
Project NameManey Farm Mitigation Site
CountyChatham County
Project Area (acres)16.69
Planting Area (acres)16.00
Project Coordinates (latitude and longitude)35°50’18.00” N, 79° 20’38.00” W
Project Watershed Summary Information
Physiographic ProvinceCarolina Slate Belt
River BasinCape Fear
USGS Hydrologic Unit 8-digit03030002
USGS Hydrologic Unit 14-digit03030002050050
DWR Sub-basin03-06-04
Project Drainiage Area (acres)211
3%
Project Drainage Area Percentage of Impervious Area
CGIA Land Use Classification69% – Agriculture/Managed Herbaceous; 28% – Forested/Scrubland; 3% - Developed
Reach Summary Information
Parameters
UTSF-R1UTSF-R2UT1AUT1BUT1CUT2A/BUT3A/BUT4A/BUT5
Length of Reach (linear feet) - Post-Restoration
2,1221,06139092260557583350677
Drainage Area (acres)
1152111641911102076
NCDWR Stream Identification Score
27/37372125.52826/3020.7522.532.5
N/A
NCDWR Water Quality Classification
Morphological Desription (stream type)
I/PPIIII/PIIP
Evolutionary Trend (Simon's Model) - Pre-Restoration
II/IVII/IVIIIVII/IVII/VV/VIII/VII/III
Underlying Mapped Soils
Cid Silt Loam, Cid-Lignum Complex, Nanford-Badin Complex, Georgeville Silty Clay Loam
Well Drained - Moderately Well Drained
Drainage Class
Cid-Lignum Complex 2 to 6 percent slopes - Hydric
Soil Hydric Status
Slope
0.01310.00860.01870.03960.01870.03660.03770.02320.0139
X
FEMA Classification
Native Vegetation CommunityPiedmont Bottomland Forest
1%
Percent Composition Exotic Invasive Vegetation - Post-Restoration
Regulatory Considerations
RegulationApplicable?Resolved?Supporting Documentation
USACE Nationwide Permit No.27
Waters of the United States - Section 404XX
and DWR 401 Water Quality
Waters of the United States - Section 401XX
Certification No. 3885.
Division of Land Quality (Dam Safety)N/AN/A
N/A
Maney Farm Mitigation Plan;
Wildlands determined "no effect"
on Chatham County listed
endangered species. The USFWS
responded on April 4, 2014 and
concurred with NCWRC stating
Endangered Species ActXXthat “the proposed action is not
likely to adversely affect any
federally-listed endangered or
threatened species, their formally
designated critical habitat, or
species currently proposed for
listing under the Act.”
Correspondence from SHPO on
March 24, 2014 indicating they
Historic Preservation ActXX
were not aware of any historic
resources that would be affected
by the project.
Coastal Zone Management Act (CZMA)/Coastal Area Management
N/AN/AN/A
Act (CAMA)
Correspondence from Chatham
County Public Works Director on
January 12, 2015 stated that a
FEMA Floodplain ComplianceXX
floodplain development permit is
not required since work is not
located in a Special Flood Hazard
Area.
Essential Fisheries HabitatN/AN/AN/A

Table 6. Vegetation Condition Assessment Table
Maney Farm Mitigation Project
DMS Project No. 96314
Monitoring Year 7 - 2022
Planted Acreage16
Mapping
Number of Combined % of Planted
Vegetation Category
DefinitionsThreshold
PolygonsAcreageAcreage
(Ac)
Bare Areas Very limited cover of both woody and herbaceous material0.1000.0%
Woody stem densities clearly below target levels based on MY3,
Low Stem Density Areas 0.100.00.0%
4, or 5 stem count criteria.
Total
00.00.0%
Areas of Poor Growth Areas with woody stems of a size class that are obviously small
0.25 Ac00.00%
Rates or Vigor given the monitoring year.
Cumulative Total
00.00.0%
Easement Acreage17
Mapping % of
Number of Combined
Vegetation Category
DefinitionsThreshold Easement
PolygonsAcreage
(SF)Acreage
Invasive Areas of
Areas of points (if too small to render as polygons at map scale).1,00000.00.0%
Concern
Easement Encroachment
none000%
Areas of points (if too small to render as polygons at map scale).
Areas

4050785428
0.91.42.65.02.7
144
13.711.017.311.80.37
Max
0.03260.0078
C
---
3%
1.02.1
150910
10.40.3329.01.18
1,077
0.0078
UTSF Reach 2
9
28/10/56/6/0/0
23453717
0.81.31.63.42.6
110
Min
12.710.914.510.90.35
0.00550.0077
SC/0.40/10.4/37.9/71.7/180
5047855636
9.30.71.26.89.79.52.64.16.53.6
151
0.34
Max
As-Built/Baseline
0.04320.0104
C
---
85
5%
1.08.4
0.1819.01.27
1,7202,185
0.0103
UTSF Reach 1
99
21/13/64/2/0/0
12292468
8.80.61.05.39.16.22.41.02.72.8
Min
0.32
0.00580.0102
SC/2.37/8.4/34.5/55/180
618570
1.55.01.12.65.88.9
108198
11.01.40
Max
0.0447
C
---------
6734
3%
0.82.8
910
12.110.214.00.4433.00.3329.0
1,061
0.01130.0114
UTSF Reach 2
4
27192236
1.22.20.91.31.81.66.9
Min
1.20
0.0106
Design
48678555
1.25.01.12.15.88.98.0
156
1.40
Max
0.0505
C
---------
4322
5%
9.50.76.53.0
14.00.4231.70.1819.0
1,7202,163
0.00950.0129
UTSF Reach 1
3
21151729
1.02.20.91.11.81.64.8
Min
1.20
0.0120
7338
1.01.62.72.33.18.9
12.312.214.4
Max
0.0704
------------------------------
31E4
3.8
102
0.2940.01.40
2723
0.81.28.92.51.82.08.3
UT to Cane Creek
Min
11.512.3
0.0188
9360
1.25.88.92.4
10.411.310.1
Max
Reference Reach Data
------------------------------------
E4
1.82.5
>36
>3.90.3025.31.35
2114
9.11.07.31.52.32.2
Min
10.7
Agony Acres UT1A-Reach 1
2
82371359
8.21.25.61.91.64.53.6
145
12.314.8
Max
0.0258
---
E5
3%
1.5
910
0.4534.20.3319.31.33
1,209
0.0075
Silt/Clay
UTSF Reach 2
5
70441021
4.70.75.44.01.41.81.12.13.4
Min
10.0
0.0062
SC/SC/SC/6.1/28.5/180
504225
1.32.07.12.21.82.13.54.8
239100
12.020.412.5
Max
0.0274
Pre-Restoration Condition
E5---
5%
0.3928.90.1819.61.34
1,7202,298
0.0084
Medium Sand
UTSF Reach 1
54
152318
3.20.61.24.12.51.41.31.51.31.62.8
Min
0.0036
SC/VFS/MS/11.1/15.4/22.6
N/AN/AN/AN/AN/A
Gage
*
333
4
Sinuosity
D50 (mm)
Q-Mannings
Pool Length (ft)
Riffle Length (ft)Pool Spacing (ft)
Pool Volume (ftValley Length (ft)
Riffle Slope (ft/ft)
Bank Height Ratio
Bankfull Width (ft)
Width/Depth Ratio
Drainage Area (SM)
Bankfull Max DepthPool Max Depth (ft)
Entrenchment Ratio
Meander Length (ft)
Bankfull Slope (ft/ft)
Rosgen Classification
Ri%/Ru%/P%/G%/S%
Bankfull Mean Depth
Meander Width Ratio
Bankfull Velocity (fps)
Floodprone Width (ft)
Channel Beltwidth (ft)
Bankfull Discharge (cfs)Q-NFF regression (2-yr)
Radius of Curvature (ft)
Rc:Bankfull Width (ft/ft)
SC%/Sa%/G%/C%/B%/Be%
Water Surface Slope (ft/ft)
Channel Thalweg Length (ft)
Parameter
d16/d35/d50/d84/d95/d100
Q-USGS extrapolation (1.2-yr)
Stream Power (Capacity) W/m
Bankfull Cross-Sectional Area (ft2)
Reach Shear Stress (Competency) lb/ft
Max part size (mm) mobilized at bankfull
Watershed Impervious Cover Estimate (%)
Table 10a. Baseline Stream Data Summary Maney Farm Mitigation ProjectDMS Project No. 96314 Monitoring Year 7 - 2022UT South Fork Reaches 1 and 2Dimension and Substrate - RifflePatternSubstrate,
Bed and Transport ParametersAdditional Reach Parameters SC: Silt/Clay <0.062 mm diameter particles(---): Data was not providedN/A: Not Applicable

25
1919
3.3
Max
0.01060.0084
C
6022------------6770
0%
5.50.40.72.31.00.11.51.63.6
13.210.80.230.021.04
UT2B
0.0101
47/13/37/3/0/0
13
1113
1.8
Min
0.00730.0070
SC/SC/0.1/22.6/50.6/128
1573
22223826
1.62.8
Max
As-Built/Baseline
0.01100.0080
C
60---
9.80.50.74.96.11.03.32.01.15.6
231256
13%
19.40.150.031.11
UT1C
0.0053
869
24/17/58/1/0/0
55
2216
1.01.7
Min
0.00110.0078
SC/0.21/3.3/22.6/34.8/128
2366
202436
0.75.01.25.88.97.3
1.25
Max
0.0342
C84
---------------6274---
0%
4.00.41.53.13.6
11.00.02
UT2B
0.0080
9165
12
0.52.20.61.31.66.9
Min
1.10
0.0083
Design
41447247
1.25.01.11.85.88.95.7
133
1.25
Max
0.0355
C6
---------------13---
8.10.65.21.15.6
220260
13%
13.00.03
UT1C
0.0083
2
24
181311
0.92.20.90.91.31.64.1
Min
1.10
0.0086
64824547
1.21.79.36.11.02.63.23.05.2
10.512.3
Max
0.0570
---------------E4------------
0.4154.01.20
88
2015
9.31.11.58.11.90.92.50.61.04.4
Min
10.3
UT to Varnals Creek
0.0240
Reference Reach Data
23
1.20.8
Max
------------12------------4244------
B5
0%
2.64.40.40.51.16.21.75.43.4
0.021.04
UT2B
11
0.40.4
Min
63
441816
3.94.4
Max
Pre-Restoration Condition
---------------------------
B5
4.15.30.50.82.18.11.32.33.0
142166
13%
0.031.17
UT1C
9
54
3410
2.22.4
Min
N/AN/AN/AN/AN/A
Gage
)
2 22
3
Sinuosity
D50 (mm)
Q-Mannings
Pool Length (ft)
Riffle Length (ft)
Pool Spacing (ft)
Valley Length (ft)
Pool Volume (ft
Riffle Slope (ft/ft)
Bankfull Width (ft)
Bank Height Ratio
Width/Depth Ratio
Drainage Area (SM)
Pool Max Depth (ft)
Bankfull Max Depth
Entrenchment Ratio
Meander Length (ft)
Bankfull Slope (ft/ft)
Rosgen Classification
Bankfull Mean Depth
Ri%/Ru%/P%/G%/S%
Meander Width RatioBankfull Velocity (fps)
Floodprone Width (ft)
Channel Beltwidth (ft)
Bankfull Discharge (cfs)
Radius of Curvature (ft)Q-NFF regression (2-yr)
Rc:Bankfull Width (ft/ft)
SC%/Sa%/G%/C%/B%/Be%
Water Surface Slope (ft/ft)
Channel Thalweg Length (ft)
d16/d35/d50/d84/d95/d100
Parameter
Q-USGS extrapolation (1.2-yr)
Stream Power (Capacity) W/m
Bankfull Cross-Sectional Area (ft2)
Reach Shear Stress (Competency) lb/ft
Max part size (mm) mobilized at bankfull
Watershed Impervious Cover Estimate (%)
Table 10b. Baseline Stream Data Summary
Maney Farm Mitigation ProjectDMS Project No. 96314 Monitoring Year 7 - 2022UT1C and UT2BDimension and Substrate - RiffleAdditional Reach Parameters SC: Silt/Clay <0.062 mm diameter particles(---):
Data was not providedN/A: Not Applicable

2069
192123
3.64.1
Max
0.01130.0067
E
2531---
0%
5.70.60.93.69.14.31.04.01.41.55.3
124212
0.140.031.71
UT4B
0.0043
8
22/20/57/1/0/0
1059
1019
1.83.3
Min
0.00350.0059
SC/0.25/4.0/20.1/45/90
4768
23223623
7.63.7
Max
As-Built/Baseline
0.04190.0161
C
60---
0%
4.20.40.61.61.05.61.32.23.5
148155
11.614.10.330.021.05
UT3B
0.0164
32/14/51/3/0/0
1155
12103012
1.71.9
Min
0.01120.0127
SC/0.08/5.6/33.4/56.9/90
2982
253145
0.75.01.11.25.88.95.5
1.25
Max
0.0312
C6
---------------12---
0%
5.00.41.93.35.3
117138
13.00.03
UT4B
0.0073
387
15
11
0.52.20.90.61.31.64.1
Min
1.10
0.0088
Design
66
20243623
0.75.01.11.25.88.9
12.01.25
Max
0.0786
C84
------------------
0%
4.00.41.53.33.5
138163
11.00.02
UT3B
0.0170
9165
12
0.52.20.90.61.31.67.8
Min
1.10
0.0191
64824547
1.21.79.36.11.02.63.23.05.2
10.512.3
Max
0.0570
---------------E4------------
0.4154.01.20
88
2015
9.31.11.58.11.90.92.50.61.04.4
Min
10.3
UT to Varnals Creek
0.0240
Reference Reach Data
33
22
0.70.7
Max
------------------------3840------
0%
4.40.41.01.99.95.31.43.0
E5b
23.30.031.06
UT4B
22
11
0.50.5
Min
157
Max
Pre-Restoration Condition
------------------------------------8484------
0%
2.20.50.81.14.65.12.23.2
E5b
11.40.021.00
UT3B
56
Min
N/AN/AN/AN/AN/A
Gage
)
2 22
3
Sinuosity
D50 (mm)
Q-Mannings
Pool Length (ft)
Riffle Length (ft)
Pool Spacing (ft)
Valley Length (ft)
Pool Volume (ft
Riffle Slope (ft/ft)
Bankfull Width (ft)
Bank Height Ratio
Width/Depth Ratio
Drainage Area (SM)
Pool Max Depth (ft)
Bankfull Max Depth
Entrenchment Ratio
Meander Length (ft)
Bankfull Slope (ft/ft)
Rosgen Classification
Bankfull Mean Depth
Ri%/Ru%/P%/G%/S%
Meander Width RatioBankfull Velocity (fps)
Floodprone Width (ft)
Channel Beltwidth (ft)
Bankfull Discharge (cfs)
Radius of Curvature (ft)Q-NFF regression (2-yr)
Rc:Bankfull Width (ft/ft)
SC%/Sa%/G%/C%/B%/Be%
Water Surface Slope (ft/ft)
Channel Thalweg Length (ft)
d16/d35/d50/d84/d95/d100
Parameter
Q-USGS extrapolation (1.2-yr)
Stream Power (Capacity) W/m
Bankfull Cross-Sectional Area (ft2)
Reach Shear Stress (Competency) lb/ft
Max part size (mm) mobilized at bankfull
Watershed Impervious Cover Estimate (%)
Table 10c. Baseline Stream Data Summary
Maney Farm Mitigation ProjectDMS Project No. 96314 Monitoring Year 7 - 2022UT3B and UT4BDimension and Substrate - RiffleAdditional Reach Parameters SC: Silt/Clay <0.062 mm diameter particles(---):
Data was not providedN/A: Not Applicable

214251403797
3.74.0
Max
0.03740.0114
C
---
8.10.50.94.01.05.91.70%3.51.3
100515680
16.612.30.310.1214.0
UT5
0.0114
5
34/11/54/1/0/0
1831221063
1.02.3
Min
As-Built/Baseline
0.00810.0110
SC/0.08/5.9/29.8/53.7/90
36446442
1.05.01.11.85.88.9
118
11.01.40
Max
0.0541
C
------------
3216
7.20.64.10%2.9
520677
13.00.3727.50.1214.0
UT5
0.0138
Design
2
16121322
0.82.20.90.91.31.65.4
Min
1.20
0.0128
7338
1.01.62.72.33.18.9
12.312.214.4
Max
0.0704
------------------------------
31E4
3.8
102
0.2940.01.40
2723
0.81.28.92.51.82.08.3
UT to Cane Creek
Min
11.512.3
0.0188
9360
1.25.88.92.4
10.411.310.1
Max
Reference Reach Data
------------------------------------
E4
1.82.5
>36
>3.90.3025.31.35
2114
9.11.07.31.52.32.2
Min
10.7
Agony Acres UT1A-Reach 1
181458
2.53.2
197
Max
0.0638
---
40E5
5.70.61.23.59.17.11.41.40%2.17.4
580778
0.1914.00.121.34
UT5
0.0111
Silt/Clay
933
16
0.50.5
Pre-Restoration
Min
0.0028
SC/SC/SC/8.9/22.6/64
N/AN/AN/AN/AN/A
Gage
)
2 22
3
Sinuosity
D50 (mm)
Q-Mannings
Pool Length (ft)
Riffle Length (ft)
Pool Spacing (ft)
Valley Length (ft)
Pool Volume (ft
Riffle Slope (ft/ft)
Bankfull Width (ft)Bank Height Ratio
Width/Depth Ratio
Drainage Area (SM)
Bankfull Max Depth
Pool Max Depth (ft)
Entrenchment Ratio
Meander Length (ft)
Bankfull Slope (ft/ft)
Rosgen Classification
Bankfull Mean DepthRi%/Ru%/P%/G%/S%
Meander Width Ratio
Bankfull Velocity (fps)
Floodprone Width (ft)
Channel Beltwidth (ft)
Bankfull Discharge (cfs)
Q-NFF regression (2-yr)
Radius of Curvature (ft)
Rc:Bankfull Width (ft/ft)
SC%/Sa%/G%/C%/B%/Be%
Water Surface Slope (ft/ft)
Channel Thalweg Length (ft)
d16/d35/d50/d84/d95/d100
Parameter
Q-USGS extrapolation (1.2-yr)
Stream Power (Capacity) W/m
Bankfull Cross-Sectional Area (ft2)
Reach Shear Stress (Competency) lb/ft
Max part size (mm) mobilized at bankfull
Watershed Impervious Cover Estimate (%)
Table 10d. Baseline Stream Data Summary Maney Farm Mitigation ProjectDMS Project No. 96314 Monitoring Year 7 - 2022UT5Dimension and Substrate - RifflePatternSubstrate, Bed and Transport
ParametersAdditional Reach Parameters SC: Silt/Clay <0.062 mm diameter particles(---): Data was not providedN/A: Not Applicable

8560
8.90.71.16.19.61.00.81.51.09.30.50.94.56.5
150
13.013.210.217.211.319.0<1.0
MY7MY7MY7
556.5556.5547.8547.8572.5572.5
8560
9.50.61.16.08.90.81.59.59.70.50.94.76.2
150
15.1<1.012.616.811.9<1.019.6<1.0
MY5MY5MY5
556.5556.5547.8547.8572.5572.5
8560
9.50.71.36.88.90.71.49.80.50.94.95.6
150
13.3<1.015.310.921.5<1.010.723.2<1.0
MY3MY3MY3
556.7556.5547.9547.7572.5572.5
8560
9.00.71.16.29.41.00.71.31.09.90.50.84.56.11.0
150
13.013.910.418.710.821.8
MY2MY2MY2
556.5556.5547.9547.9572.4572.4
8560
9.00.71.16.29.41.00.71.31.09.80.50.74.66.11.1
150
13.113.910.218.910.820.7
MY1MY1MY1
556.5556.5547.9547.9572.4572.4
Cross-Section 9, UT1C (Riffle)
Cross-Section 3, UTSF Reach 1 (Riffle)Cross-Section 6, UTSF Reach 2 (Riffle)
8560
9.30.71.26.89.11.00.81.31.09.80.50.74.96.11.0
150
12.813.710.917.310.919.4
BaseBaseBase
556.5556.5547.9547.9572.4572.4
------------------
1.32.67.80.91.59.45.91.01.76.15.7
150
10.313.810.912.513.8<1.0
MY7MY7MY7
566.4566.4549.9549.9572.6572.6
------------------
9.11.62.35.90.81.48.55.01.21.75.84.3
150
14.211.314.913.3<1.0
MY5MY5MY5
566.3566.3549.8549.8572.5572.5
------------------
1.12.40.81.56.30.71.97.7
150
11.913.610.413.610.916.911.0<1.013.9
MY3MY3MY3
566.5566.5549.9549.7572.7572.7
------------------
1.22.39.70.91.41.07.00.81.65.29.3
150
11.513.612.210.514.312.3
MY2MY2MY2
566.4566.4549.9549.9572.5572.5
------------------
1.32.68.30.91.41.06.60.81.65.57.9
150
10.814.012.311.013.712.2
MY1MY1MY1
566.4566.4549.9549.9572.5572.5
Cross-Section 8, UT1C (Pool)
Cross-Section 2, UTSF Reach 1 (Pool)
Cross-Section 5, UTSF Reach 2 (Riffle)
------------------
1.22.69.10.91.41.07.61.02.07.77.6
150
11.113.611.610.912.412.9
BaseBaseBase
566.4566.4549.9549.9572.5572.5
------------------
85
8.70.71.25.79.81.01.32.71.22.2
13.216.921.213.513.816.311.7
MY7MY7MY7
567.0567.0556.4556.4547.1547.1
------------------
85
8.40.61.25.21.32.61.22.3
13.510.1<1.016.020.312.613.717.011.1
MY5MY5MY5
567.0567.0556.3556.3547.1547.1
------------------
85
8.60.61.15.39.91.01.12.51.22.2
13.815.617.513.912.414.710.4
MY3MY3MY3
567.0567.0556.2556.4547.0547.3
------------------
85
8.60.61.15.49.91.01.22.51.22.2
13.514.116.312.112.114.510.0
MY2MY2MY2
567.0567.0556.0556.0547.0547.0
------------------
85
8.70.71.15.79.81.01.12.31.22.1
13.313.915.712.212.014.010.3
MY1MY1MY1
567.0567.0556.0556.0547.0547.0
Cross-Section 4, UTSF Reach 1 (Pool)Cross-Section 7, UTSF Reach 2 (Pool)
Cross-Section 1, UTSF Reach 1 (Riffle)
------------------
85
8.80.61.05.39.71.01.22.41.22.1
14.614.817.512.612.314.710.3
BaseBaseBase
567.0567.0556.0556.0547.0547.0
)))
121212
222
Bankfull Width (ft)Bankfull Width (ft)Bankfull Width (ft)
Entrenchment RatioEntrenchment RatioEntrenchment Ratio
Bankfull Elevation (ft)Bankfull Elevation (ft)Bankfull Elevation (ft)
Floodprone Width (ft)Floodprone Width (ft)Floodprone Width (ft)
Low Bank Elevation (ft)Low Bank Elevation (ft)Low Bank Elevation (ft)
Bankfull Max Depth (ft)Bankfull Max Depth (ft)Bankfull Max Depth (ft)
Bankfull Mean Depth (ft)Bankfull Mean Depth (ft)Bankfull Mean Depth (ft)
Bankfull Bank Height RatioBankfull Bank Height RatioBankfull Bank Height Ratio
Bankfull Width/Depth RatioBankfull Width/Depth RatioBankfull Width/Depth Ratio
Bankfull Cross-Sectional Area (ftBankfull Cross-Sectional Area (ftBankfull Cross-Sectional Area (ft
Entrenchment Ratio is calculated using the method specified in the Industry Technical Workgroup MemorandumBank Height Ratio is calculated using the method specified in the Industry Technical
Workgroup Memorandum
Table 11a. Morphology and Hydraulic Summary (Dimensional Parameters - Cross-Section)
Maney Farm Mitigation ProjectDMS Project No. 96314 Monitoring Year 7 - 2022Dimension and SubstrateDimension and SubstrateDimension and Substrate 12

------------------
6.30.51.13.15.00.50.92.3
12.610.7
MY7MY7
563.1563.1553.8553.8
------------------
6.90.51.23.44.50.50.92.09.9
14.3
MY5MY5
563.1563.1553.8553.8
------------------
0.31.03.86.50.71.24.59.8
10.931.2
MY3MY3
563.2563.1553.9553.7
------------------
7.00.51.03.25.50.61.13.29.4
15.5
MY2MY2
563.0563.0553.6553.6
------------------
6.30.51.03.05.70.51.03.0
13.411.0
MY1MY1
563.0563.0553.6553.6
Cross-Section 12, UT3B (Pool)Cross-Section 15, UT4B (Pool)
------------------
6.20.61.33.86.30.71.44.58.7
10.1
BaseBase
563.0563.0553.6553.6
6025
5.10.30.61.44.30.40.91.85.87.00.51.13.41.0
100
18.811.7<1.010.2<1.014.514.3
MY7MY7MY7
564.0564.0554.1554.1552.5552.5
6025
5.50.20.61.45.30.40.82.24.89.90.51.24.71.2
100
22.610.8<1.012.3<1.021.010.1
MY5MY5MY5
563.9563.9554.0554.0552.7552.7
6025
6.70.30.62.39.01.19.90.40.83.62.58.40.50.94.0
100
19.327.4<1.017.711.9<1.0
MY3MY3MY3
563.9563.9554.0553.8552.6552.4
6025
6.80.40.72.88.81.06.70.40.62.43.71.08.20.50.83.81.0
100
16.519.217.812.2
MY2MY2MY2
563.9563.9553.8553.8552.5552.5
6025
6.50.40.72.79.31.06.40.40.62.43.91.08.10.40.83.51.0
100
15.717.318.712.4
MY1MY1MY1
563.9563.9553.8553.8552.5552.5
Cross-Section 17, UT5 (Riffle)
Cross-Section 11, UT2B (Riffle)Cross-Section 14, UT4B (Riffle)
6025
5.50.40.72.31.05.70.60.93.69.14.31.08.10.50.94.01.0
100
13.210.816.612.3
BaseBaseBase
563.9563.9553.8553.8552.5552.5
------------------
60
0.40.94.35.20.40.82.11.18.11.32.06.3
11.329.512.811.510.5
MY7MY7MY7
564.3564.3563.1563.1552.9552.9
------------------
60
9.40.40.83.45.90.40.92.36.41.31.88.54.8
25.815.310.2<1.0
MY5MY5MY5
564.2564.2563.1563.1552.7552.7
------------------
60
0.71.18.66.60.40.82.79.18.11.01.87.98.3
, UT3B (Riffle)
13.220.216.5<1.0
MY3MY3MY3
564.4564.2563.2563.1552.7552.8
3
------------------
60
0.61.06.34.60.40.61.71.17.31.11.77.96.8
10.717.912.413.0
MY2MY2MY2
564.2564.2563.0563.1552.6552.6
------------------
60
0.61.06.34.70.40.71.91.17.61.11.78.07.2
10.517.411.512.8
MY1MY1MY1
564.2564.2563.0563.1552.6552.6
Cross-Section 16, UT5 (Pool)
Cross-Section 10, UT2B (Pool)
Cross-Section 13
------------------
60
0.81.58.68.70.30.82.71.08.01.01.77.98.0
10.713.311.614.1
BaseBaseBase
564.2564.2563.0563.0552.6552.6
)))
121212
222
Bankfull Width (ft)Bankfull Width (ft)Bankfull Width (ft)
Entrenchment RatioEntrenchment RatioEntrenchment Ratio
Bankfull Elevation (ft)Bankfull Elevation (ft)Bankfull Elevation (ft)
Floodprone Width (ft)Floodprone Width (ft)Floodprone Width (ft)
Low Bank Elevation (ft)Low Bank Elevation (ft)Low Bank Elevation (ft)
Bankfull Max Depth (ft)Bankfull Max Depth (ft)Bankfull Max Depth (ft)
Bankfull Mean Depth (ft)Bankfull Mean Depth (ft)Bankfull Mean Depth (ft)
Bankfull Bank Height RatioBankfull Bank Height RatioBankfull Bank Height Ratio
Bankfull Width/Depth RatioBankfull Width/Depth RatioBankfull Width/Depth Ratio
Bankfull Cross-Sectional Area (ftBankfull Cross-Sectional Area (ftBankfull Cross-Sectional Area (ft
Entrenchment Ratio is calculated using the method specified in the Industry Technical Workgroup MemorandumBank Height Ratio is calculated using the method specified in the Industry Technical
Workgroup Memorandum Alternative Bank Height Ratio calculation method applied due to insufficient MY0 data
Table 11b. Morphology and Hydraulic Summary (Dimensional Parameters - Cross-Section)
Maney Farm Mitigation ProjectDMS Project No. 96314 Monitoring Year 7 - 2022Dimension and SubstrateDimension and SubstrateDimension and Substrate 123

8.96.19.8
Max13.2
***
85
0.71.11.00%
MY7
8.75.79.6
Min
13.0
9.51.26.0
Max15.110.1
85
0.65.60%
<1.0
MY5
/90.0
14/17/66/3/0/0
8.41.15.28.9
Min
13.5
0.07/2.5/5.6/22.6/55.6
9.50.71.36.89.91.0
13.8
Max
85
2.40%
MY3
73.4/128
27/20/46/7/0/0
8.60.61.15.38.9
Min
13.3<1.0
SC/0.16/2.4/34.8/
9.00.76.29.9
13.5
Max
85
1.11.03.30%
MY2
/256
8.60.65.49.4
27/22/33/18/0/0
Min
13.0
SC/0.14/3.3/70/121
9.06.29.8
13.3
Max
85
0.71.11.00%
14.1
MY1
/256
25/9/52/14/0/0
8.75.79.4
Min
13.1
SC/2.4/14.1/60/107
5047855636
9.30.71.26.89.72.64.16.5
151
14.6
Max
0.04320.0104
---
85C4
1.08.40%
1.27
/180
2,185
0.0103
99
1229246821/13/64/2/0/0
8.80.61.05.39.12.41.02.7
Min
As-Built/Baseline
12.8
0.00580.0102
SC/2.37/8.4/34.5/55
))
23
D50 (mm)
Sinuosity (ft)
Pool Length (ft)
Riffle Length (ft)
Pool Spacing (ft)
Pool Volume (ft
Riffle Slope (ft/ft)
Bankfull Width (ft)
Bank Height Ratio
Width/Depth Ratio
Pool Max Depth (ft)
Bankfull Max Depth
Entrenchment Ratio
Bankfull Slope (ft/ft)
Rosgen Classification
Ri%/Ru%/P%/G%/S%
Bankfull Mean Depth
Meander Width Ratio
Floodprone Width (ft)
Channel Beltwidth (ft)
Radius of Curvature (ft)
Rc:Bankfull Width (ft/ft)
Parameter
Meander Wave Length (ft)Water Surface Slope (ft/ft)
SC%/Sa%/G%/C%/B%/Be%
Channel Thalweg Length (ft)
d16/d35/d50/d84/d95/d100
% of Reach with Eroding Banks
Bankfull Cross-Sectional Area (ft
Table 12a. Monitoring Data - Stream Reach Data Summary Maney Farm Mitigation ProjectDMS Project No. 96314 Monitoring Year 7 - 2022UT South Fork Reach 1Dimension and Substrate - RiffleProfilePatternA
dditional Reach Parameters
(---): Data was not provided*Pebble count data is no longer required per the September 29, 2021 Technical Work Group Meeting and is not included in this report.

0.91.0
Max13.210.217.213.8
***
1.50%
150
MY7
0.89.4
Min
10.912.511.3<1.0
1.59.5
Max12.616.813.3
0.80%
150
<1.013.3
MY5
/82.6/180
1.48.5
15/15/59/11/0/0
Min
11.314.911.9
0.14/3.06/13.3/58.0
0.81.5
15.321.511.0
Max
1.08.00%
150
10.9
MY3
/128
14/15/67/4/0/0
0.71.49.8
Min
13.616.9
0.1/2.5/8/33/53.7
0.91.4
13.910.518.712.3
Max
1.07.30%
150
MY2
/362
0.71.3
23/21/44/11/1/0
Min
12.210.414.310.8
SC/0.3/7.3/53.7/90.0
0.91.4
13.911.018.912.2
Max
1.00%
150
14.6
MY1
/256
0.71.3
15/16/43/26/0/1
Min
12.310.213.710.8
0.13/4.7/15/85/124.0
4050785428
0.91.42.65.0
144
13.711.017.311.8
Max
0.03260.0078
---
C4
1.02.10%
150
10.41.18
/180
1,077
0.0078
9
2345371728/10/56/6/0/0
0.81.31.63.4
110
Min
As-Built/Baseline
12.710.914.510.9
0.00550.0077
SC/0.4/10.4/37.9/72.0
))
23
D50 (mm)
Sinuosity (ft)
Pool Length (ft)
Riffle Length (ft)
Pool Spacing (ft)
Pool Volume (ft
Riffle Slope (ft/ft)
Bankfull Width (ft)
Bank Height Ratio
Width/Depth Ratio
Pool Max Depth (ft)
Bankfull Max Depth
Entrenchment Ratio
Bankfull Slope (ft/ft)
Rosgen Classification
Ri%/Ru%/P%/G%/S%
Bankfull Mean Depth
Meander Width Ratio
Floodprone Width (ft)
Channel Beltwidth (ft)
Radius of Curvature (ft)
Rc:Bankfull Width (ft/ft)
Parameter
Meander Wave Length (ft)Water Surface Slope (ft/ft)
SC%/Sa%/G%/C%/B%/Be%
Channel Thalweg Length (ft)
d16/d35/d50/d84/d95/d100
% of Reach with Eroding Banks
Bankfull Cross-Sectional Area (ft
Table 12b. Monitoring Data - Stream Reach Data Summary Maney Farm Mitigation ProjectDMS Project No. 96314 Monitoring Year 7 - 2022UT South Fork Reach 2Dimension and Substrate - RiffleProfilePatternA
dditional Reach Parameters
(---): Data was not provided*Pebble count data is no longer required per the September 29, 2021 Technical Work Group Meeting and is not included in this report.

Max
***
60
9.30.50.94.56.50%
19.0<1.0
MY7
Min
Max
60
9.70.50.94.76.24.80%
19.6<1.0
MY5
/180
13/22/61/4/0/0
Min
0.2/2.0/4.8/27.8/60.4
Max
60
0.50.94.95.65.30%
10.723.2<1.0
MY3
56.9/128
29/13/55/3/0/0
Min
SC/0.19/5.3/35.4/
Max
60
9.90.50.84.56.11.08.90%
21.8
MY2
/180
27/10/47/16/0/0
Min
SC/0.63/8.9/64/107
Max
60
9.80.50.74.66.11.10%
20.712.9
MY1
/180
15/10/67/8/0/0
Min
0.15/5.1/12.9/41/79
222238261573
1.62.8
Max
0.01100.0080
---
60C4
9.80.50.74.96.11.03.32.00%
256
19.41.11
/128
0.0053
869
22165524/17/58/1/0/0
1.01.7
Min
As-Built/Baseline
0.00110.0078
SC/0.21/3.3/22.6/35
))
23
D50 (mm)
Sinuosity (ft)
Pool Length (ft)
Riffle Length (ft)
Pool Spacing (ft)
Pool Volume (ft
Riffle Slope (ft/ft)
Bankfull Width (ft)
Bank Height Ratio
Width/Depth Ratio
Pool Max Depth (ft)
Bankfull Max Depth
Entrenchment Ratio
Bankfull Slope (ft/ft)
Rosgen Classification
Ri%/Ru%/P%/G%/S%
Bankfull Mean Depth
Meander Width Ratio
Floodprone Width (ft)
Channel Beltwidth (ft)
Radius of Curvature (ft)
Rc:Bankfull Width (ft/ft)
Parameter
Meander Wave Length (ft)Water Surface Slope (ft/ft)
SC%/Sa%/G%/C%/B%/Be%
Channel Thalweg Length (ft)
d16/d35/d50/d84/d95/d100
% of Reach with Eroding Banks
Bankfull Cross-Sectional Area (ft
Table 12c. Monitoring Data - Stream Reach Data Summary Maney Farm Mitigation ProjectDMS Project No. 96314 Monitoring Year 7 - 2022UT1CDimension and Substrate - RiffleProfilePatternAdditional
Reach Parameters
(---): Data was not provided*Pebble count data is no longer required per the September 29, 2021 Technical Work Group Meeting and is not included in this report.

Max
***
60
5.10.30.61.40%
18.811.7<1.0
MY7
Min
Max
60
5.50.20.61.41.30%
22.610.8<1.0
MY5
44/8/47/1/0/0
Min
SC/SC/1.3/8.4/16.0/90.0
Max
60
6.70.30.62.39.01.1SC 0%
19.3
MY3
61/32/4/3/0/0
Min
SC/SC/SC/0.6/32/180
Max
60
6.80.40.72.88.81.00.20%
16.5
MY2
44/26/21/9/0/0
Min
SC/SC/0.2/36.3/95/128
Max
60
6.50.40.72.79.31.00.20%
15.7
MY1
39/23/31/8/0/0
Min
SC/SC/0.2/33.9/81.9/180
191925
3.3
Max
0.01060.0084
------------
6022C470
5.50.40.72.31.00.11.50%
13.210.81.04
0.0101
11131347/13/37/3/0/0
1.8
Min
As-Built/Baseline
0.00730.0070
SC/SC/0.1/22.6/50.6/128
))
23
D50 (mm)
Sinuosity (ft)
Pool Length (ft)
Riffle Length (ft)
Pool Spacing (ft)
Pool Volume (ft
Riffle Slope (ft/ft)
Bankfull Width (ft)
Bank Height Ratio
Width/Depth Ratio
Pool Max Depth (ft)
Bankfull Max Depth
Entrenchment Ratio
Bankfull Slope (ft/ft)
Rosgen Classification
Ri%/Ru%/P%/G%/S%
Bankfull Mean Depth
Meander Width Ratio
Floodprone Width (ft)
Channel Beltwidth (ft)
Radius of Curvature (ft)
Rc:Bankfull Width (ft/ft)
Parameter
Meander Wave Length (ft)Water Surface Slope (ft/ft)
SC%/Sa%/G%/C%/B%/Be%
Channel Thalweg Length (ft)
d16/d35/d50/d84/d95/d100
% of Reach with Eroding Banks
Bankfull Cross-Sectional Area (ft
Table 12d. Monitoring Data - Stream Reach Data Summary Maney Farm Mitigation ProjectDMS Project No. 96314 Monitoring Year 7 - 2022UT2BDimension and Substrate - RiffleProfilePatternAdditional
Reach Parameters
(---): Data was not provided*Pebble count data is no longer required per the September 29, 2021 Technical Work Group Meeting and is not included in this report.

Max
***
60
5.20.40.82.11.10%
12.811.5
MY7
Min
Max
60
5.90.40.92.36.70%
15.310.2<1.0
MY5
/256
33/13/41/13/0/0
Min
SC/0.1/6.7/49.1/107.3
Max
60
6.60.40.82.79.10.20%
16.5<1.0
MY3
104.7/180
SC/SC/0.2/48.3/
45/17/26/12/0/0
Min
Max
60
3.40.30.41.01.30.20%
11.817.5
MY2
29/39/20/12/0/0
Min
SC/0.1/0.2/53.7/83/128
Max
60
3.90.30.61.11.22.80%
13.015.5
MY1
33/14/43/10/0/0
Min
SC/0.2/2.8/41.3/85/180
232236234768
7.63.7
Max
0.04190.0161
---
60C4
4.20.40.61.61.05.61.30%
155
11.614.11.05
0.0164
12103012115532/14/51/3/0/0
1.71.9
Min
As-Built/Baseline
0.01120.0127
SC/0.08/5.6/33.4/57/90
))
23
D50 (mm)
Sinuosity (ft)
Pool Length (ft)
Riffle Length (ft)
Pool Spacing (ft)
Pool Volume (ft
Riffle Slope (ft/ft)
Bankfull Width (ft)
Bank Height Ratio
Width/Depth Ratio
Pool Max Depth (ft)
Bankfull Max Depth
Entrenchment Ratio
Bankfull Slope (ft/ft)
Rosgen Classification
Ri%/Ru%/P%/G%/S%
Bankfull Mean Depth
Meander Width Ratio
Floodprone Width (ft)
Channel Beltwidth (ft)
Radius of Curvature (ft)
Rc:Bankfull Width (ft/ft)
Parameter
Meander Wave Length (ft)Water Surface Slope (ft/ft)
SC%/Sa%/G%/C%/B%/Be%
Channel Thalweg Length (ft)
% of Reach with Eroding Banks
Bankfull Cross-Sectional Area (ftd16/d35/d50/d84/d95/d100
Table 12e. Monitoring Data - Stream Reach Data Summary Maney Farm Mitigation ProjectDMS Project No. 96314 Monitoring Year 7 - 2022UT3BDimension and Substrate - RiffleProfilePatternAdditional
Reach Parameters
(---): Data was not provided*Pebble count data is no longer required per the September 29, 2021 Technical Work Group Meeting and is not included in this report.

Max
***
25
4.30.40.91.85.80%
10.2<1.0
MY7
Min
Max
25
5.30.40.82.24.83.20%
12.3<1.0
MY5
19/21/60/0/0/0
Min
SC/1.2/3.2/17.1/26.2/45
Max
25
9.90.40.83.62.51.00.50%
27.4
MY3
38/16/29/17/0/0
Min
SC/SC/0.5/66/98.3/180
Max
25
6.70.40.62.43.71.00.40%
19.2
MY2
18/43/34/5/0/0
Min
SC/0.2/0.4/34.8/64/128
Max
25
6.40.40.62.43.91.06.90%
17.3
MY1
31/12/43/14/0/0
Min
SC/0.19/6.9/59.2/90/180
1921232069
3.64.1
Max
0.01130.0067
---
2531C4
5.70.60.93.69.14.31.04.01.40%
212
1.71
0.0043
8
1019105922/20/57/1/0/0
1.83.3
Min
As-Built/Baseline
0.00350.0059
SC/0.25/4.0/20.1/45/90
))
23
D50 (mm)
Sinuosity (ft)
Pool Length (ft)
Riffle Length (ft)
Pool Spacing (ft)
Pool Volume (ft
Riffle Slope (ft/ft)
Bankfull Width (ft)
Bank Height Ratio
Width/Depth Ratio
Pool Max Depth (ft)
Bankfull Max Depth
Entrenchment Ratio
Bankfull Slope (ft/ft)
Rosgen Classification
Ri%/Ru%/P%/G%/S%
Bankfull Mean Depth
Meander Width Ratio
Floodprone Width (ft)
Channel Beltwidth (ft)
Radius of Curvature (ft)
Rc:Bankfull Width (ft/ft)
Parameter
Meander Wave Length (ft)Water Surface Slope (ft/ft)
SC%/Sa%/G%/C%/B%/Be%
Channel Thalweg Length (ft)
d16/d35/d50/d84/d95/d100
% of Reach with Eroding Banks
Bankfull Cross-Sectional Area (ft
Table 12f. Monitoring Data - Stream Reach Data Summary Maney Farm Mitigation ProjectDMS Project No. 96314 Monitoring Year 7 - 2022UT4BDimension and Substrate - RiffleProfilePatternAdditional
Reach Parameters
(---): Data was not provided*Pebble count data is no longer required per the September 29, 2021 Technical Work Group Meeting and is not included in this report.

Max
***
0%
7.00.51.13.41.0
100
14.514.3
MY7
Min
Max
0%
9.90.51.24.71.23.2
100
21.010.1
MY5
27/19/48/6/0/0
Min
SC/0.2/3.2/33.9/71.7/128
Max
8.40.50.94.00.70%
100
17.711.9<1.0
MY3
34/22/25/8/0/0
Min
SC/0.14/0.7/45/75.9/180
Max
8.10.50.83.71.04.70%
100
17.512.4
MY2
31/16/40/13/0/0
Min
SC/0.17/4.7/57.8/87/180
Max
8.10.40.83.51.00%
100
18.712.419.0
MY1
30/10/46/14/0/0
Min
SC/0.18/19/61/101/180
214251403797
3.74.0
Max
0.03740.0114
---
C4
8.10.50.94.01.05.91.70%
100680
16.612.31.32
0.0114
5
183122106334/11/54/1/0/0
1.02.3
Min
As-Built/Baseline
0.00810.0110
SC/0.08/5.9/29.8/54/90
))
23
D50 (mm)
Sinuosity (ft)
Pool Length (ft)
Riffle Length (ft)
Pool Spacing (ft)
Pool Volume (ft
Riffle Slope (ft/ft)
Bankfull Width (ft)
Bank Height Ratio
Width/Depth Ratio
Pool Max Depth (ft)
Bankfull Max Depth
Entrenchment Ratio
Bankfull Slope (ft/ft)
Rosgen Classification
Ri%/Ru%/P%/G%/S%
Bankfull Mean Depth
Meander Width Ratio
Floodprone Width (ft)
Channel Beltwidth (ft)
Radius of Curvature (ft)
Rc:Bankfull Width (ft/ft)
Parameter
Meander Wave Length (ft)Water Surface Slope (ft/ft)
SC%/Sa%/G%/C%/B%/Be%
Channel Thalweg Length (ft)
d16/d35/d50/d84/d95/d100
% of Reach with Eroding Banks
Bankfull Cross-Sectional Area (ft
Table 12g. Monitoring Data - Stream Reach Data Summary Maney Farm Mitigation ProjectDMS Project No. 96314 Monitoring Year 7 - 2022UT5Dimension and Substrate - RiffleProfilePatternAdditional
Reach Parameters
(---): Data was not provided*Pebble count data is no longer required per the September 29, 2021 Technical Work Group Meeting and is not included in this report.

Area)
MY0
on
(Based
(03/2017)(03/2022)
MY2MY7Bankfull
Riffle
(ft)
Area
Width
(09/2016)(03/2020)
107+14
MY1MY5Floodprone
(02/2016)(04/2018)
MY0MY3Bankfull
0102030405060
570568566564
(ft)Elevation

Bankfull
(03/2022)
MY7
(03/2020)
MY5
Pool(ft)
(04/2018)
MY3
Width
107+47
(03/2017)
MY2
(09/2016)
MY1
(02/2016)
MY0
0102030405060
569567565563
(ft)Elevation

Area)
MY0
on
(Based
(03/2017)(03/2022)
MY2MY7Bankfull
Riffle
(ft)
Area
Width
(09/2016)(03/2020)
118+36
MY1MY5Floodprone
(02/2016)(04/2018)
MY0MY3Bankfull
0102030405060
559557555553
(ft)Elevation

Bankfull
(03/2022)
MY7
(03/2020)
MY5
Pool(ft)
(04/2018)
Width
MY3
118+63
(03/2017)
MY2
(09/2016)
MY1
(02/2016)
MY0
0102030405060
558556554552
(ft)Elevation

Area)
MY0
on
(Based
(03/2017)(03/2022)
MY2MY7Bankfull
Riffle
Area
(ft)
(09/2016)(03/2020)
Width
126+80
MY1MY5Floodprone
(02/2016)(04/2018)
MY0MY3Bankfull
0102030405060
553551549547
(ft)Elevation

Bankfull
(03/2022)
MY7
(03/2020)
MY5
(04/2018)
Pool(ft)
MY3
Width
300+26
(03/2017)
MY2
(09/2016)
MY1
(02/2016)
MY0
01020304050
567565563561
(ft)Elevation

Area)
MY0
on
(Based
(03/2017)(03/2022)
MY2MY7Bankfull
Riffle
Area
(ft)
(09/2016)(03/2020)
Width
300+36
MY1MY5Floodprone
(02/2016)(04/2018)
MY0MY3Bankfull
01020304050
567565563561
(ft)Elevation

Bankfull
(03/2022)
MY7
(03/2020)
MY5
(04/2018)
Pool(ft)
MY3
Width
400+77
(03/2017)
MY2
(09/2016)
MY1
(02/2016)
MY0
01020304050
566564562560
(ft)Elevation

Area)
MY0
on
(Based
(03/2017)(03/2022)
MY2MY7Bankfull
Riffle
Area
(ft)
(09/2016)(03/2020)
Width
400+91
MY1MY5Floodprone
(02/2016)(04/2018)
MY0MY3Bankfull
01020304050
566564562560
(ft)Elevation

Area)
MY0
on
(Based
(03/2017)(03/2022)
MY2MY7Bankfull
Riffle
(ft)
Area
Width
(09/2016)(03/2020)
500+26
MY1MY5Floodprone
(02/2016)(04/2018)
MY0MY3Bankfull
01020304050
557555553551
(ft)Elevation

22
22Sep
Percentile
70th
22Aug
b/
/źƷǤͲ
{źƌĻƩ 22Jul
ЋЉЋЋ
źƓ
Percentile
wğźƓŅğƌƌ
22Jun
ŅƚƩ
30th
5ğƷĻ
DƩğƦŷ
22May
tĻƩĭĻƓƷźƌĻ
АЉ
ЌЉ
CğƩƒ
22Apr
Data
ağƓĻǤ
Rainfall
2022
22Mar
22Feb
Jan
876543210
ΛźƓΜtƩĻĭźƦźƷğƷźƚƓ

ΛźƓΜwğźƓŅğƌƌ
543210
Oct
Sep
Aug
Total
Rainfall
70%
Jul
b/
/źƷǤͲ
Total
{źƌĻƩ
Rainfall
ЋЉЋЋ
Jun
źƓ
30%
wğźƓŅğƌƌ
ŅƚƩ
Total
DƩğƦŷ
May
Cumulative
Day
tĻƩĭĻƓƷźƌĻ
30
АЉ
ЌЉ
Apr
CğƩƒ
Rainfall
Daily
ağƓĻǤ
Mar
Feb
Jan
86420
ΛźƓΜ\[ĻǝĻƌ‘ğƷĻƩ

ΛźƓΜtƩĻĭźƦźƷğƷźƚƓ
876543210
Percentile
70th
&
30th
Total
Precip
Rolling
Day
30
Њ
ЋЉЋЋ
wĻğĭŷ
А
Bankfull
…{C
—ĻğƩ
CğƩƒʹ
aƚƓźƷƚƩźƓŭ
ağƓĻǤ
Thalweg
Level
Water
flow
stream
Precipitation
Daily
consecutive
tƌƚƷ
of
days
9ǝĻƓƷƭ
144
Project
CƌƚǞ
ЋЉЋЋ
А
96314
{ƷƩĻğƒ
Mitigation
No.
—ĻğƩ
JanFebMarAprMayJunJulAugSepOctNov
LƓ
Farm
573.0572.0571.0
Project
ΛŅƷΜ9ƌĻǝğƷźƚƓ
wĻĭƚƩķĻķ ManeyDMS aƚƓźƷƚƩźƓŭ