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Home My WebLink About20181096 Ver 1_Year 1 Monitoring Report_Draftv2_20220113ID#* 20181096 Select Reviewer: Erin Davis Initial Review Completed Date 01/13/2022 Mitigation Project Submittal - 1/13/2022 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:* Tim Morris Project Information ID#:* 20181096 Existing ID# Project Type: Project Name: County: DIMS Mitigation Bank Hair Sheep Surry Document Information O Yes O No Email Address:* tim.morris@kci.com Version:* 1 Existing Version Mitigation Document Type:* Mitigation Monitoring Report File Upload: Hair Sheep MY01 Report _Draftv2.pdf 22.29MB Please upload only one PDF of the complete file that needs to be submitted... Signature Print Name:* Thomas Seelinger Signature: * Year 1 Monitoring Report Hair Sheep Mitigation Bank Yadkin River Basin - 03040101 Monitoring Year 01 DWR #: 2018-1096 USACE Action ID: SAW-2018-00712 Surry County, North Carolina Prepared for: USACE, Wilmington District Wilmington Regulatory Field Office US Army Corps of Engineers 69 Darlington Avenue Wilmington, NC 28403 Monitoring Data Collected: November 2021 Date Submitted: January 2022 Monitoring and Design Firm Prepared by: 11111 KCI TECHNOLOGIES KCI ASSOCIATES OF NC � l �\j 0, ETC KC! ENVIRONMENTAL TECHNOLOGIES AND CONSIROCTION W. KCI Associates of North Carolina, PA 4505 Falls of Neuse Road Suite 400 Raleigh, NC 27609 (919)783-9214 Project Contact: Tim Morris Email: tim.morris(iMci.com Hair Sheep Mitigation Bank KCI Associates of NC, PA Action ID # SAW-2018-00712 MY-01 Monitoring Document TABLE OF CONTENTS PROJECTOVERVIEW............................................................................................................................... I SUCCESSCRITERIA.................................................................................................................................. I MONITORINGRESULTS.......................................................................................................................... 2 CONCLUSION............................................................................................................................................. 3 ProjectSite Vicinity Map.............................................................................................................................. 4 Appendix A — Background Tables Table1. Project Assets.................................................................................................................................. 6 Table 2. Project Activity and Reporting History.......................................................................................... 7 ADDendix B — Visual Assessment Data CCPV............................................................................................................................................................ 9 PhotoReference Points............................................................................................................................... 13 VegetationPlot Photos................................................................................................................................ 14 Vegetation Visual Assessment Photos........................................................................................................ 19 Appendix C — Vegetation Plot Data Table 3. Stem Count Total and Planted by Plot and Species...................................................................... 22 Table 4. Species and Quantity of Planted Stems........................................................................................ 23 Annendix D — Stream Measurement and Geomornholoev Data Table 5. Baseline Stream Data Summary Table......................................................................................... 25 Table 6. Cross-section Morphology Data Table......................................................................................... 31 Cross-section Plots...................................................................................................................................... 33 PebbleCounts............................................................................................................................................. 43 Annendix E — Hvdrolo6c Data 30th/70th Percentile Graph............................................................................................................................ 49 Table7. Overbank Events........................................................................................................................... 50 SurfaceWater Hydrograph......................................................................................................................... 51 Table 8. Verification of Stream Flow......................................................................................................... 52 Table 9. Stream Flow Success Criteria Attainment.................................................................................... 52 StreamFlow Hydrographs.......................................................................................................................... 53 Table 10. Wetland Hydrology Success Criteria Achievement.................................................................... 56 WetlandHydrographs................................................................................................................................. 57 Hair Sheep Mitigation Bank KCI Associates of NC, PA Action ID # SAW-2018-00712 MY-01 Monitoring Document PROJECT OVERVIEW The Hair Sheep Mitigation Bank (HSMB) is part of the KCI Yadkin 01 Umbrella Mitigation Bank. The HSMB restored and enhanced a total of 4,090 linear feet of stream and enhanced and created 2.25 acres of wetlands. The HSMB is a riparian system in Middle Fisher River cataloging unit (03040101090030) of the Yadkin River Basin in Surry County, North Carolina. The site's natural hydrologic regime had been substantially modified through the relocation and straightening of stream channels, livestock impacts, and clearing of riparian buffer. This completed project will restore impacted agricultural and pasture lands to a stable stream and wetland ecosystem with a functional riparian buffer and floodplain access. The HSMB is protected by a 12.4 acre permanent conservation easement, held by Unique Places to Save. The site is located in the north -central portion of Surry County, approximately 4.5 miles west of Mount Airy, North Carolina. Specifically, the site is located off Haystack Road (SR-1480) with the project parcels split by I-74. The center of the site is located at approximately 36.4782 N,-80.7039 W. The HSMB offers the chance to restore degraded streams and wetlands and to bring functional uplift to the entire system. The goals for the project are to: - Restore channelized and livestock impacted streams to stable C4 and C4b type channels. - Restore a forested riparian buffer to provide bank stability, filtration, and shade. The project goals will be addressed through the following objectives: - Relocate or stabilize channelized and/or incised streams to connect to a floodplain or floodprone area. - Install a cross-section sized to the bankfull discharge. - Create bedform diversity with pools, riffles, and habitat structures. - Fence out livestock to reduce sediment impacts from adjacent grazing and farming practices to the project tributaries - Plant the site with native trees and shrubs and an herbaceous seed mix. Project construction was completed in September 2020 and planting was completed in March 2021. The site was originally constructed as designed, with only one modification from the design plan. In an effort to preserve some of the large trees along the banks of the stream near the top of T2-1, an EI level approach was used for a portion of this reach that was originally designed as restoration. This section begins at the original EII/R break (201+36) and extends to the beginning of the step pool located at 202+77. In October 2020 and again in December 2020, major rainfall events caused severe damage to the site, mainly along T2. Repairs to the site were completed in January 2021 and primarily consisted of extending cascade structures and adding live lifts to the banks. For more information see Appendix E — As -built Plan Sheets. Stream morphology baseline data was collected in December 2020 (profile) and February 2021 (cross - sections). Vegetation baseline data were collected in March 2021. The baseline data found the stream was constructed as designed and an average stem density in the vegetation monitoring plots of 1,099 planted stems/acre. After construction was completed, large areas along the floodplain of T2 were much wetter than initial design estimates had anticipated. A mitigation plan modification was submitted to the IRT in April 2021 and these areas will be developed as wetland creation areas. SUCCESS CRITERIA Vegetative success criteria for the stream mitigation is 260 woody stems/acre after five years, and 210 woody stems/acre after seven years. Trees in each plot must average six feet in height at Year 5 and eight feet in height at Year 7. A single species may not account for more than 50% of the required number of Hair Sheep Mitigation Bank KCI Associates of NC, PA Action ID # SAW-2018-00712 I MY-01 Monitoring Document stems within any plot. Volunteer species must be present for a minimum of two growing seasons before being included in performance standards for Year 5 and Year 7. Vegetation is monitored with 13 10m x 10m vegetation monitoring plots. Seven of these plots are permanently installed, while the other six are randomly placed at the time of each monitoring visit. As the wetland areas develop, it is possible that these areas may be too wet to support a forested wetland and they may develop into more of a scrub -shrub or emergent vegetation system. KCI will monitor the development of the vegetation within the wetlands to determine if the vegetation success criteria or the planting plan needs to be adjusted to account for this development. Any changes to these aspects of the project will be documented as part of the Adaptive Management process. The first year of monitoring found all 13 vegetation monitoring plots had greater than 260 stems/acre. Overall the site had an average of 831 planted stems per acre, and including volunteers 906 stems/acre. During the monitoring period, a minimum of four bankfull events must also be recorded. These bankfull events must be recorded in separate years. The intermittent project streams must show a minimum of 30 continuous flow days within a calendar year (assuming normal precipitation). A "normal" year will be based on NRCS climatological data for Surry County with the 3& to 70t" percentile thresholds as the range of normal. One automatic recording pressure transducer gauge was installed on T2 to record bankfull events. Three additional automatic recording pressure transducer gauges were installed on T1, T1-1 and T2-1 to monitor the days of consecutive flow in these reaches. Cameras set to record a short video once a day were also installed on these reaches to provide additional verification of flow. Bank height ratios (BHR) should not exceed 1.2 and the entrenchment ratios (ER) should not fall below 2.2. BHR and ER at any measured riffle cross-section should not change more than 10% from the previous condition during any given monitoring interval (e.g. no more than 10% between years 1 and 2, 2 and 3, 3 and 5, or 5 and 7). Adjustment and lateral movement following construction and as the channel settles over the monitoring period are to be expected. Ten cross -sections (5 riffles, 5 pools) were installed. Geomorphological measurements at these cross -sections will be used to determine if any adjustments that occur are out of the range typically expected for this type of stream. Visual assessments will also be used to identify problem areas. Baseline monitoring found the stream geomorphology to be functioning as designed and meeting all performance standards. Wetland hydrology is monitored with a series of seven automatic gauges that record water table depth. The site must present continuous saturated or inundated hydrologic conditions for at least 9% (minimum of 19 consecutive days) of the growing season during a normal year. A "normal" year is based on NRCS climatological data for Surry County using the 30th to 70th percentile thresholds as the range of normal as documented in the USACE Technical Report "Accessing and Using Meteorological Data to Evaluate Wetland Hydrology, April 2000." The growing season for the project monitoring period will be a minimum of April 3 through October 30 (211 days) based on the WETS table for the Mount Airy 2W Station, 3 miles northeast of the project. However, the beginning of the growing season may also be established annually using an on -site soil temperature probe to establish a start date (no earlier than March 1 for a maximum of 244 days). Continuous soil temperature monitoring will begin in February of each monitoring year and will continue through April, following the guidance in the regional supplement for determining the growing season (USACE 2012). These data will be included in the monitoring reports. MONITORING RESULTS This report represents the monitoring year one conditions for the HSMB. During the site's first growing season all 13 vegetation monitoring plots achieved the success criteria 260 stems/acre. Across all of the plots the site average 856 planted stems/acre. Including volunteers the site average 1,093 stems/acre. Overall the site is well vegetated with many planted and volunteer woody stems throughout the whole project and a robust and diverse herbaceous layer. Hair Sheep Mitigation Bank KCI Associates of NC, PA Action ID # SAW-2018-00712 2 MY-01 Monitoring Document The first year cross-section surveys found the stream is functioning as designed. None of the 10 cross - sections had a BHR greater than 1.2 or an ER less than 2.2. No problem areas within the stream have been identified. During the site's first growing season the months of February and August experienced above average rainfall, while January, June, July, and September experienced average rainfall. The months of April, May, October, November, and December experienced below average rainfall. Overall the site experienced average rainfall in 2021. All 7 wetland monitoring gauges achieved the success criteria in 2021. The stream flow gauges on T1 and T2-1 both achieved more than 30 consecutive days of flow, while the gauge on Tl- 1 achieved a maximum of 16 consecutive days of flow. These gauges were installed on June 4 and so did not record data for the first half of the year. Since the beginning of the year is generally the wettest part of the year, it is believed that all 3 flow gauges would have achieved the success criteria if they had recorded for the entire year. The data from the flow gauges was further backed up by the flow cameras. The cameras on T1 and T2-1 both showed greater than 30 consecutive days of flow, while the camera on T1-1 only showed a maximum of 25 days of flow. These cameras were installed at the same time as the flow gauges and also did not record for the first half of the year. Differences in the number of days recorded by the cameras and the gauges are largely due to periods of time during the growing season when the cameras are obscured by vegetation. The bankfull gauge on T2 recorded two bankfull events in 2021. CONCLUSION At a site walk with the IRT on March 25, 2021, several modifications to the project were requested. These included installing BMP type sediment retention basins at three areas of concentrated flow entering the easement and the removal of rock from the banks of two riffles (at 213+00 and 214+25). All of the requested repairs were made and completed by July 28, 2021. The IRT also expressed concern about the vegetation throughout the floodplain and terrace slopes of the downstream half of T2. Because the meeting took place before the growing season, these areas had not had a chance to fully vegetate since construction and the IRT was concerned that it would struggle to do so due to the relatively steep slope of the terrace area and the amount of inundation along the floodplain. By the end of the first growing season these areas were well vegetated and had a diverse and thriving mix of herbaceous and woody vegetation. Please see Appendix B — Visual Assessment Data for pictures of this area. Several invasive species have been noted growing on the site. These include Callary pear (Pyrus calleryana) and multifloral rose (Rosa mult flora). A treatment of all invasive species on site is planned for the spring of 2022. On July 28, 2021, it was discovered that the landowner's sheep had gained access to the upper portion of T1 through a gap under one of the gates. This gap was promptly sealed and the sheep removed from the easement. The landowner was also re -advised of his responsibility to keep his animals out of the easement. As a result of this encroachment there was damage to the vegetation in this area. To repair this damage, a supplemental planting of the upper portion of T1 was completed on December 20, 2021. Please see Appendix C — Vegetation Data for a complete list of the species and quantity of stems that were planted. Overall the site is functioning as designed with no concerns about long term project success. KCI will continue to monitor the site in 2022, with second year vegetation monitoring taking place no sooner than June 1, 2022. Hair Sheep Mitigation Bank KCI Associates of NC, PA Action ID # SAW-2018-00712 3 MY-01 Monitoring Document Project Location: Surry County, NC l N ��LP rJc�Rd t s �V O o` z 5 �� ce e� ova Pine Ridge C la ssic Goff Course �a �a �y Red Brush Rd CeOrgc Chandler Rd lv-41 J c F Or R a 6 o in N Q Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, KTI, Esri China (Hong Kong), Esri Korea, Egrri (Thailand), Project Easement (12.4 ac) NGCC, © OpenStreetMap contributors, and the GIS User Community 0 0.25 0.5 FIGURE 1. PROJECT SITE VICINITY MAP NN Miles HAIR SHEEP MITIGATION BANK SURRY COUNTY, NC , APPENDIX A Background Tables Haim Sheep Mitigation Bank KCI Associates of NC, PA Action ID 9SATY 2018-00712 5 MY-01 Monitoring Document L L � A O � S. S. U V w � w O Ste. U L" �I w r N rq� � � r N [� .••i w O O O v) 00 U M U O O O O O O — — — — — — — CO kr) kr) kr) kr) kr) W) W) ke) e}0 O O O O O N N N N wt I.y'. i" IS mW � 00 O M F r- It M I 00 d p N L p 5 V m w C0 O 00 O) C� N O L" aj C4 �p m bD p all V L Ste. O 00 \c 01 O M t N c�1.0 M M It m It 00 � C � N N ~ L O C A O 00 \O V) V'1 �--i O w 0D + + + + + + m t— 00 O 01 1.0 O O O O O m M �n O N \O O v N N N M O M \O [— [— Vl O 00 O Q1 y U C p O O O p O O O O O O + O N O O rq M N O++ C O N O N O N N N O N a C+ rq m O v) 1.0 01 O \O 00 m r N Q •YC � C QI CC O � N --� M M --� --� --� M N •YC v a 00 k L a O O O a H ►� V U U U Q Table 2. Project Activity & Reporting History Hair Sheep Mitigation Bank, Action ID#SAW-2018-00712 Activity or Report Data Collection Complete Actual Completion or Delivery Mitigation Plan January 23, 2020 Final Design - Construction Plans April 10, 2020 Construction Grading Completed September 10, 2020 Post -construction Repairs January 22, 2021 Planting Completed February 22, 2021 Baseline Monitoring/Report March 2021 March 2021 Stream Profile Survey December 29, 2020 Stream Cross -Section Survey February 4, 2021 fw] Vegetation Monitoring March 2, 2021 IRT Requested Modifications July 28, 2021 Supplemental Planting - T1 December 20, 2021 Year 1 Monitoring November 2021 January 2022 Stream Cross -Section Survey November 9, 2021 Vegetation Monitoring November 9, 2021 Hair Sheep Mitigation Bank KCI Associates of NC, PA Action ID # SAW-2018-00712 7 MY-01 Monitoring Document APPENDIX B Visual Assessment Data Haim Sheep Mitigation Bank KCI Associates of NC, PA Action ID 9SATY 2018-00712 8 MY-01 Monitoring Document •.lw.ft Mil YCAM ` +R vw f FEW I a Z� O O LL orl 0 a r � _ � a U)a� LU Y Z0) 0 ' 0 Cl) Jzz o o m Z)o o +, Z)o a 0 W m LL U c Cl)Z R U Z N zQF- Q ol > 0 Z o D�U Dam � W� V Lu m c� U Cl) 00 N LO H 2 z N N N 0 O� 1- LO � NLo p m V N - p 2= O Q _ c U N co a- o O p 00 C) N m co � o C N C C C O _ (i a) N O U a) U a)(6 4% C.) am, - O C (6 C (6 w O ~� . O N t U) w t t �_ O U U W V W W O U D :.f, 11 I I d d k k yI -. %rZ - b - PP4 - MY-00 - 3/1/21 PP5 - MY-00 - 3/1/21 PP6 - MY-00 - 3/1/21 PP4 - MY-01 - 9/30/21 PP5- MY- 01 - 9/30/21 PP6 - MY-01 - 9/30/21 Hair Sheep Mitigation Bank KCI Associates of NC, PA Action ID # SA W-2018-00712 14 MP-01 Monitoring Report Vegetation Plot 1— MY-00 — 3/2/21 Vegetation Plot 1 — MY- 01—11/8/21 Vegetation Plot 2 — MY-00 — 3/2/21 Vegetation Plot 3 — MY-00 — 3/2/21 Vegetation Plot 2 — MY- 0 1 — 11/8/21 Vegetation Plot 3 — MY-01 - 11/8/21 Hair Sheep Mitigation Bank KCI Associates of NC, PA Action ID # SA W-2018-00712 15 MY-01 Monitoring Report Vegetation Plot — MY-00 — 3/l/21 Vegetation Plot 5 — MY-00 — 3/l/21 Vegetation Plot 6 — MY-00 — 3/l/21 Vegetation Plot 4 — MY-01—11/9/21 Vegetation Plot 5 — MY-01 — 11/9/21 Vegetation Plot 6 — MY-01 - 11/9/21 Hair Sheep Mitigation Bank KCI Associates of NC, PA Action ID # SA W-2018-00712 16 MP-01 Monitoring Report Vegetation Plot 7 — MY-00 — 3/1/21 Vegetation Plot RI — MY-01—11/8/21 Vegetation Plot R3 — MY-01 — 11/8/21 Vegetation Plot 7 — MY-01-11/9/21 Vegetation Plot R2 — MY-01—11/8/21 Vegetation Plot R4 — MY-01—11/9/21 Hair Sheep Mitigation Bank KCI Associates of NC, PA Action ID # SA W-2018-00712 17 MP-01 Monitoring Report Vegetation Plot R5 — MY-01— 11 /9/21 Vegetation Plot R6 — MY-01—11/9/21 Hair Sheep Mitigation Bank KCI Associates of NC, PA Action ID # SA W-2018-00712 18 MP-01 Monitoring Report VeLetation Visual Assessment Photos Looking upstream at the floodplain and terrace near the bottom of T2 — 3/22/21 Looking upstream at the floodplain and terrace near the bottom of T2 — 9/30/21 Hair Sheep Mitigation Bank KCI Associates of NC, PA Action ID # SA W-2018-00712 19 MP-01 Monitoring Report Looking downstream at the floodplain and terrace near the bottom of T2 — 3/22/21 Looking downstream at the floodplain and terrace near the bottom of T2 — 9/30/21 Hair Sheep Mitigation Bank KCI Associates of NC, PA Action ID # SA W-2018-00712 20 MP-01 Monitoring Report APPENDIX C Vegetation Plot Data Hair Sheep Mitigation Bank KCI Associates of NC, PA Action ID 9SATY 2018-00712 21 MY-01 Monitoring Report N i N M 00 r r... O N O O O N O O a O ON M O 00 a h M 00 N M N M M 00 M M O r... O ~ N O M 00 N M N ++ M M 00 CC W M O M V kc O O H N O Qa ow v m M M C N a O ON a\ 00 O � � a O � Qa v N ' I OO r... E� ~ CA N � n N O a O I O � a Ic M OO E� CA r... N O `p a O � M O a r N 000 N ~ O O H In N .p vi vi � vi r O Qa 0 O 00 i N v O� O 00 N Qa O O O U CL S H 0 a a r•r � O Ni H M •� ~ M O d � ~ � M � � M � � � a M vi r•r � � N � N � M M _ N ~ � a N ai O O a � a M O y N O a M r•r � N ai O � N O R a C � O a. N P. o 0 P. ti O N P. Z O ZCL CL U O � � N Vi yW.yy R yW..yy R yW..yy R yW..yy R yW..yy R yW..yy R U U A a a C� G� N rl 00 •H CA 0 0 N ^O 4k Avgcc 4�i �U ti o O v C C Cc cc O � ao � cccc x ❑o U � C N .w y fir" L 0 � o CL U •� � O a cd O cncc , F APPENDIX D Stream Measurement and Geomorphology Data Haim Sheep Mitigation Bank KCI Associates of NC, PA Action ID 9SATY 2018-00712 24 MY-01 Monitoring Report Table 5a. Cooks Creek Baseline Stream Data Summary Hair Sheep Mitigation Bank, Action ID # SAW-2018-00712 Parameter Pre -Existing Condition Reference Reach(es) Data Desien As -built Dimension - Riffle Bankfull Width (ft) 6.3 - 7.9 4.7 6.2-6.5 6.8 Floodprone Width (ft) 8.5-19.5 12.2 18-21 21.7 Bankfull Mean Depth (ft) 0.4 - 0.5 0.6 0.5 0.8 Bankfull Max Depth (ft) 0.6 -1.0 0.8 0.8 1.3 Bankfull Cross -Sectional Area(ft) 2.5 -4.1 2.9 3.1-3.6 5.5 Width/Depth Ratio 15.2 - 16.3 7.4 12.3-12.7 8.4 Entrenchment Ratio 1.3-2.5 2.6 2.9-3.4 3.2 Bank Height Ratio 1.0 - 5.0 1.0 1.0 1.0 Pattern Channel Beltwidth (ft) * N/A N/A N/A Radius of Curvature (ft) N/A N/A N/A Rc:Bankfull width (ft/ft) N/A N/A N/A Meander Wavelength (ft) N/A N/A N/A Meander Width Ratio N/A N/A N/A Profile Min Mean Max n Riffle Length (ft) * 4.65 26.73 64.32 14 Riffle Slope (ft/ft) 0.021- 0.034 0.013 - 0.028 0.022-0.054 0.0059 0.0249 0.0328 14 Pool Length (ft) * 18 4.04 13.87 28.36 14 Pool Spacing (ft) * 30 - 59 17.29 51.32 99.39 13 Substrate and Transport Parameters SC% / Sa% / G% / C% / B% Be% 0.5/15.5/63/20/l/0 1 ir 0/2/68/26/0/0 d16 / d35 / d50 / d84 / d95 (mm) 3.6/15/24.5/44.5/83/145 Gravel Gravel 7.3/18/27/52/87/120 Channel length (ft) 725 718 718 Drainage Area (acres) 0.09 0.09 0.09 Rosgen Classification G4, CO C4 C4 Sinuosity 1.18 1.2 1.2 Water Surface Slope (ft/ft) 0.027 0.025 0.026 Hair Sheep Mitigation Bank KCI Associates of NC, PA Action ID # SAW-2018-00712 25 MY-01 Monitoring Report Table 5b. TI-1 Baseline Stream Data Summary Hair Sheep Mitigation Bank, Action ID # SAW-2018-00712 Parameter Pre -Existing Condition Reference Reach(es) Data Design As -built Dimension - Riffle Bankfull Width (ft) 3.4 - 4.6 6.3 -10.4 0.5 - 0.7 1.0 2.3 5.0 - 9.4 1.4 - 3.1 1.0 - 5.0 4.0 4.0 Floodprone Width (ft) 15 - 20 15-20 Bankfull Mean Depth (ft) 0.3 0.3 Bankfull Max Depth (ft) 0.5 0.5 Bankfull Cross -Sectional Area(ft) 1.2 1.2 Width/Depth Ratio 13.3 13.3 Entrenchment Ratio 3.8 - 5.0 3.8-5.0 Bank Height Ratio 1.0 1.0 Pattern Channel Behwidth (ft) * * * * * N/A N/A Radius of Curvature (ft) N/A N/A Rc:Bankfull width (ft/ft) N/A N/A Meander Wavelength (ft) N/A N/A Meander Width Ratio N/A N/A Profile Min Mean Max n Riffle Length (ft) 0.018 - 0.023 * * F 9.85 31.56 60.79 3 Riffle Slope (ft/ft) 0.066 0.0417 0.0547 0.0716 3 Pool Length (ft) 15.51 19.76 24.00 2 Pool Spacing (ft) 78.23 1 Substrate and Transport Parameters SC%/Sa%/G%/C%/B%/Be% MA d16 / d35 / d50 / d84 / d95 (mm)j Gravel Channel length (ft) 141 0.04 G4, E4b 1.07 0.39 EV: 141 141 Drainage Area (acres) 0.04 0.04 Rosgen Classification CO CO Sinuosity N/A N/A Water Surface Slope (ft/ft) 0.066 0.066 Hair Sheep Mitigation Bank KCI Associates of NC, PA Action ID # SAW-2018-00712 26 MY-01 Monitoring Report Table 4c. TI Baseline Stream Data Summary Hair Sheep Mitigation Bank, Action ID # SAW-2018-00712 Parameter Pre -Existing Condition Reference Reach(es) Data Desien As -built Dimension - Riffle Bankfull Width (ft) 3.4 - 4.6 9.0 -10.0 5.4 5.3 Floodprone Width (ft) 6.3 -10.4 13 -21 16 - 25 13.6 Bankfull Mean Depth (ft) 0.5 - 0.7 1.1 -1.2 0.4 0.5 Bankfull Max Depth (ft) 1.0 1.3 -1.5 0.6 0.7 Bankfull Cross -Sectional Area(ft) 2.3 10.4 -10.7 2.1 2.4 Width/Depth Ratio 5.0 - 9.4 8-10 13.8 11.8 Entrenchment Ratio 1.4 - 3.1 1.3 - 2.3 3.0 - 4.6 2.5 Bank Height Ratio 1.0 - 5.0 1.0 1.0 1.0 Pattern Channel Beltwidth (ft) * 45 Radius of Curvature (ft) * 13 -42 Rc:Bankfull width (ft/ft) * 1.3 - 4.4 Meander Wavelength (ft) * 93 -136 Meander Width Ratio * 4.5 - 5.0 Profile Min Mean Max n Riffle Length (ft) * 23.16 54.68 165.12 10 Riffle Slope (ft/ft) 0.018 - 0.023 0.053 - 0.7 1 0.0156 0.0409 0.0721 10 Pool Length (ft) * 8 7.39 22.06 45.28 10 Pool Spacing (ft) * 50.07 87.38 182.44 9 Substrate and Transport Parameters SC% / Sa% / G% / C% / B% Be% 0.5/27/59.5/13/0/0 0/8/88/4/0/0 d16 / d35 / d50 / d84 / d95 (mm) 1/7.4/16.8/27.5/54/102 3.2/11/18/26/44/62 Channel length (ft) 845 845 845 Drainage Area (acres) 0.04 0.04 0.04 Rosgen Classification G4, E4b CO CO Sinuosity 1.07 1.07 1.07 Water Surface Slope (ft/ft) 0.39 0.039 0.036 Hair Sheep Mitigation Bank KCI Associates of NC, PA Action ID # SAW-2018-00712 27 MY-01 Monitoring Report Table 5d. T2-1 Baseline Stream Data Summary Hair Sheep Mitigation Bank, Action ID # SAW-2018-00712 Parameter Pre -Existing Condition Reference Reach(es) Data Design As -built Dimension - Riffle Bankfull Width (ft) 3.9 4.0 4.0 Floodprone Width (ft) 4.4 12.5 12.5 Bankfull Mean Depth (ft) 0.3 0.3 0.3 Bankfull Max Depth (ft) 0.4 0.5 0.5 Bankfull Cross -Sectional Area ftZ 1.3 1.2 1.2 Width/DepthRatio 11.3 13.3 13.3 Entrenchment Ratio 1.1 3.1 3.1 Bank Height Ratio 8.0 1.0 1.0 Pattern Channel Beltwidth (ft) Radius of Curvature (ft) Rc:Bankfull width (ft/ft) Meander Wavelength (ft) Meander Width Ratio Profile Min Mean Max n Riffle Length (ft) 0.033 * 5.78 28.75 96.10 7 Riffle Slope (ft/ft)l 0.055-0.069 0.0087 0.0529 0.0988 7 Pool Length (ft)l 8.0 6.22 10.17 16.07 7 Pool Spacing (ft) 21.50 47.36 108.91 6 Substrate and Transport Parameters SC% / Sa% / G% / C% / B% Be% 9/5/39/45/2/0 6/37/59/86/130/170 1 ....................... _NT ....................... III d16 / d35 / d50 / d84 / d95 (mm) Channel length (ft) 350 0.02 G3 1.12 0.053 350 350 Drainage Area (acres) 0.02 0.02 Rosgen Classification CO CO Sinuosity 1.12 1.12 Water Surface Slope (ft/ft) 0.053 0.054 Hair Sheep Mitigation Bank KCI Associates of NC, PA Action ID # SAW-2018-00712 28 MY-01 Monitoring Report Table 5e. T2-2 Baseline Stream Data Summary Hair Sheep Mitigation Bank, Action ID # SAW-2018-00712 Parameter Pre -Existing Condition Reference Reach(es) Data Design As -built Dimension - Riffle Bankfull Width (ft) 5.0 4.4 4.7 Floodprone Width (ft) 6.3 18 - 32 19.2 Bankfull Mean Depth (ft) 0.3 0.3 0.4 Bankfull Max Depth (ft) 0.5 0.5 0.7 Bankfull Cross -Sectional Area ftZ 1.5 1.4 1.9 Width/Depth Ratio 17.4 13.7 11.6 Entrenchment Ratio 1.3 4.1 - 7.3 4.1 Bank Height Ratio 6.1 1.0 1.0 Pattern Channel Beltwidth (ft) * 14 - 19 14 - 19 Radius of Curvature (ft) * 9 - 20 9 - 20 Rc:Bankfirll width (ft/ft) * 13.2 - 14.5 13.2 - 14.5 Meander Wavelength (ft) * 58 - 64 58 - 64 Meander Width Ratio * 3.2 - 4.3 3.2 - 4.3 Profile Min Mean Max n Riffle Length (ft) 11.54 18.60 27.62 8 Riffle Slope (ft/ft) 0.031 0.017 - 0.061 0.0165 0.0462 0.0632 8 Pool Length (ft) 8 - 15 6.59 10.79 22.81 7 Pool Spacing (ft) * 31 - 40 31.81 34.37 38.79 6 Substrate and Transport Parameters SC%/ Sa%/ G%/ C%/ B%/Be% 4/88/5/4/0/0 d16 / d35 / d50 / d84 / d95 (mm) .098/.16/.21/.29/.54/3.8 Gravel Channel length (ft) 308 287 287 Drainage Area (acres) 0.02 Variable 0.02 0.02 Rosgen Classification F5b 134c CO CO Sinuosity 1.14 1.1-1.3 1.12 1.12 Water Surface Slope (ft/ft) 0.039 N/A 0.034 0.035 Hair Sheep Mitigation Bank KCI Associates of NC, PA Action ID # SAW-2018-00712 29 MY-01 Monitoring Report Table K T2 Baseline Stream Data Summary Hair Sheep Mitigation Bank, Action ID # SAW-2018-00712 Parameter Pre -Existing Condition Reference Reach(es) Data (SF) Design As -built Dimension - Riffle Min Mean Max Bankfull Width (ft) 4.8 - 7.1 5.5 5.1 6.4 7.4 Floodprone Width (ft) 7.4 - 19.6 35 47.3 53 56.4 Bankfull Mean Depth (ft) 0.6 - 0.8 0.5 0.5 0.6 0.7 Bankfull Max Depth (ft) 0.8 - 1.1 0.7 0.9 1.0 1.0 Bankfull Cross -Sectional Area ftZ 3.0 - 4.1 2.5 2.6 3.9 4.6 Width/Depth Ratio 6.9 - 12.3 12 -18 12.1 9.6 10.6 12.5 Entrenchment Ratio 1.4 - 3.1 2.2+ 6.4 6.4 8.6 10.9 Bank Height Ratio 1.3 - 2.1 1.0-1.1 1.0 1.0 1.0 1.0 Pattern Channel Beltwidth (ft) * 20 - 28 20 - 28 Radius of Curvature (ft) * 15 -22 15 -22 Rc:Bankfull width (ft/ft) * 2.3 - 3.4 2.3 - 3.4 Meander Wavelength (ft) * 72 - 84 72 - 84 Meander Width Ratio * 3.6 - 5.1 3.6 - 5.1 Profile Min Mean Max n Riffle Length (ft) L16.17 23.80 37.76 16 Riffle Slope (ft/ft) 1.0 - 3.4 0.020 - 0.062 0.0116 0.0329 0.0487 16 Pool Length (ft)l 5.40 13.70 27.40 17 Pool Spacing (ft) * 32 - 58 17.82 42.79 53.98 16 Substrate and Transport Parameters SC% / Sa% / G% / C% / B% Be% 9.5/26/28.5/18.5/.8/0 0.67/4/53.3/40.7/l/0 d16 / d35 / d50 / d84 / d95 (mm) .9/7.5/17.2/34.6/74.8 Gravel Gravel 17.4/32.7/48/68.3/103.3/143.3 Channel length (ft) 2,025 1,749 1,749 Drainage Area (acres) 0.03 - 0.13 Variable 0.013 0.013 Rosgen Classification E4b, C5, G4, B4 134c CO CO Sinuosity 1.31 1.1 -1.3 1.1 1.1 Water Surface Slope (ft/ft) 0.023 - 0.028 N/A 0.030 0.030 Hair Sheep Mitigation Bank KCI Associates of NC, PA Action ID # SAW-2018-00712 30 MY-01 Monitoring Report 0 0 o N N a+ V N M v co O p �O � v� O V V N N O O F r 't o o u ° v v � � O o\ M � ,-. dOo� yj(V (V � O r. m 0 0 o 0 _ 0 m m O v `^ y r u p 0 U � ✓' � O V] U ✓' V M O � r— 1n1 ov �, o I � N � dMI O N O '^'" M v o r �n .�n . �n cv cv N �4 =o =o Q. 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N N — — r. — — r. r. — — r. r. — — r. r. — - r. r. c y� 3 = av��CAAw 7 R O 9 R L R C O v 7 4i s o d� 7 7 U 7 PL-i Pir A a s en HcawwwcaH 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 P! ^ � r � Q / ~ � � \ \ \ \ a� ) f 9 ) _ ) 3 ; | ) m y a /#\ G\ - a7xa=A wyVAOJ Z /-------------------------- 0ID ] d\«m<m<a«s«mmmmmm«m«s« 2222222=r=,3=3222k=zzaGGnn%%%%i&& ) \ ) ) \)/ \ ( )\ ) | | | | | | | | | | � � | | | | | | | | | | � � | � | | | | | | | | | � � � 0 r !� 3J r N h y^ o W �v •.X Cl i,i �f O w+ R bA w p� � O x w w 1 0 1 1 N 1 1 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Cl Ic 0 en w m � O MM-7r i� x 0 N ro 1 1 1 O o Y � m on � M Vl 7 M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 h M O Y 7 R d' 0 9 R L � O v 7 4i s O s W d� 7 7 U 7 PL-i Pir A a s en G' R � ca H 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 P! \ _ � . ^ � g ] / \ \ � ) 9 ) ® ) ) R ; | ) m y a /#\ G\ g g g g g g g g g g g g a 7 x a= k, wyVAOJ Z /2222222222222222222222222222222 ] � d\««me«sas««emma««ammmmmma«mss«as 2222222=rw=kGn%33%Rpmzz%%%J&Zy2yz&zv== ) k e ) \)/ \ | | | | | | | | | | | � | | | � | � | | | � | | | | | | | | | | � � � � | A •�•1' r ti -F' Cl JT �Q �} O O bA p� w+ m O o x w w 1 O 1 M 1 N P7 1 O 1 o Y m on � W. cv o � M M M M N N N N (1aafi U011VAapg W N N N N N N N N N N N N N...... 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Cl Cl Ic N F O O W O Cl C, R 0.1 C, O w+ R bA w p� a C=l O � O x w w o M 1 1 1 Cl 1 1 O 1 o Y � m on � W. cv o O 01 l� ID Vl 7 M N �xxo�H (1aa,0 UO!IVAOIy W O O N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N M N N M M N N M N M N C Y 3 = 9z � N o N v d� 7 R CG CQ d' 0 9 R L � O v 7 4i s O d� 7 7 U 7 PL-i Pir A a s en �+ G' R � ca ca Hcaww��wcaH 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LAN 0 )\ c r r r c c c c c / k ° \ k \ \ 0 ® ° \ \ \ m 2 � ; ./ $ r r a § S §»� § / En § / \ 2/ j / g� � 0 / o 7 C;� � r c r r r r � < a (aA eem -a jau!j % / \ � \ /@ y» Q E d y»¢ E. ® g%/ c < m m z o� m m 7& \ / y / g . r m m - ' 3 10 / r # R m < \ $ 2 y « _ \ - - - © - 4 §.§ e e%% o U o U = = - % » « % » % _ _ - % ._ =» u o \ Q 4 / / / / b § @ § @ Q Q § @ § @ > > \ o C o 0 0 0 0 0 O N� 0 0 0 0 0 a bbA O O �+ 00 O ow En Q O �Mj y ✓ o N cdEn 4� N N N r x En En w a .--i 00 N p Un \O Vl O V') V') 0 0 0 o e e O O O O 00 O O O O (aegejmmnE)) neq J, aan!3 % O u rl O z Q QDP4 w 4 UOaa O w oc M VO AO M W O N o0 W) Ac C cc O 00 y C N N v \O N M O N SO0 w)�c N n O i. v U w C U w a a c� c� U U a O a w U?? w w u?' a s / a O z a] 00 ( !_n�)>nqjL jau!j % 2 2&/ J J / /| c c c c c § 9 9 @ _ oc K / k \ // e X» Q E Q« X» m Q@ U o= Q= Q Q&\\ , S 9 b g%© c m 3© < c m m 7& � ® � ? 3 R 2 / % / / r # R m < \ $ 2 g z _ — — — © — g g»_ o»» g o o � m \ / » / » / / / 0 0 0 o e O O O O O O 00 (aegejmmnE)) neq J, aan!3 % o , 7C c� 00 �D 0 0 0 0 0 i ,.C� M cn o �o�v,00 N O N O rl O Q7 r,4 a V] U O Q P E. M -n O N O N N M O O Ci i. cC CC CC CC ,-ti ,-ti _ _ a GO rzl a a U U °' ERR ° a ) \ / $ ° }�§ � §» § / § cn / ) \ / eEn < r m c 3 c _ c < _ & k / r c # ( _ )nqjL jau!j % ƒ \ � \ \ \ \ / / / \ P ? 3 R / \ \ \ / \ < \ \ / r z — 7 / r # R m % \ 2 g z _ — — — © — e e e % \ ° § _ %e Uo » §.§ e g e o o o ƒ \ � � Q 4 ƒ / \ / b f f / / f f / » / B > > > \ APPENDIX E Hydrologic Data Hair Sheep Mitigation Bank KCI Associates of NC, PA Action ID # SAW-2018-00712 48 MY-01 Monitoring Report i 0 0 0 0 0 0 0 0 (ui) II�3ui�g H iZ-doS c7 0 0 i Z-5nv M i Z-inf a 0 i Z-unf o A I Z-, uuw N i Z-jdV o I i z-juw z x 0 N 0 TZ-aaa I i Z-ULf OZ-0aQ OZ-noN Table 7. Overbank Events Hair Sheep Mitigation Bank, Action ID# SAW-2018-00712 Monitoring Year Date Method MY01 8/16/2021 On -site stream gauge 8/18/2021 On -site stream gauge Hair Sheep Mitigation Bank KCI Associates of NC, PA Action ID # SAW-2018-00712 50 MY-01 Monitoring Report Rainfall (in) 0 0 0 0 0 21 18-Dec-21 9-Dec-21 30-Nov-21 21-Nov-21 12-Nov-21 3-Nov-21 25-Oct-21 16-Oct-21 7-Oct-21 28-Sep-21 19-Sep-21 10-Sep-21 1-Sep-21 23-Aug-21 14-Aug-21 5-Aug-21 27-Jul-21 18-Jul-21 9-Jul-21 30-Jun-21 21-Jun-21 12-Jun-21 3-Jun-21 25-May-21 16-May-21 7-May-21 28-Apr-21 19-Apr-21 10-Apr-21 1-Apr-21 23-Mar-21 14-Mar-21 5-Mar-21 24-Feb-21 15-Feb-21 6-Feb-21 28-Jan-21 9-Jan-21 10-Jan-21 1-Jan-21 4j C� oc r N N N N N N N N (13) UOIjUAal:j a2VjS MU;)AJS 1 0 W cz ro m It I Table 8. Verification of Stream Flow Hair Sheep Mitigation Bank, Action ID# SAW-2018-00712 Gauge Camera Maximum Maximum Reach Dates Achieving Consecutive Dates Achieving Consecutive Days Days T1 June 4 — December 31 211 June 5 — September 11; 99 October 1— December 31 T1-1 N/A 16 N/A 25 T2-1 June 30 — December 31 185 June 4 — December 31 211 Table 9. Stream Flow Criteria Attainment Hair Sheep Mitigation Bank, Action ID# SAW-2018-00712 Greater than 30 Days of Flow/Max Consecutive Days MY-01 MY-02 MY-03 MY-04 MY-05 MY-06 MY-07 Reach 2021 2022 2023 2024 2025 2026 2027 T1 yes/211 (Gauge) T1 yes/99 (Camera) T1-1 No/16 (Gauge) T1-1 No/25 (Camera) T2-1 yes/185 --- (Gauge)---- ------------------- ------------------- ------------------- ---- ------------------- ------------------- ------------------- T2-1 yes/211 (Camera) Hair Sheep Mitigation Bank KCI Associates of NC, PA Action ID # SAW-2018-00712 52 MY-01 Monitoring Report Rainfall (in) 27-Dec-21 18-Dec-21 9-Dec-21 30-Nov-21 21-Nov-21 12-Nov-21 3-Nov-21 25-Oct-21 16-Oct-21 7-Oct-21 28-Sep-21 19-Sep-21 10-Sep-21 1-Sep-21 23-Aug-21 14-Aug-21 5-Aug-21 27-Jul-21 18-Jul-21 9-Jul-21 30-Jun-21 21-Jun-21 12-Jun-21 3-Jun-21 25-May-21 16-May-21 7-May-21 28-Apr-21 19-Apr-21 10-Apr-21 1-Apr-21 23-Mar-21 14-Mar-21 5-Mar-21 24-Feb-21 15-Feb-21 6-Feb-21 28-Jan-21 19-Jan-21 10-Jan-21 1-Jan-21 N N N N (13) uoIPunal:j 32PJS MU;)AJS Rainfall 0 0 0 0 0 27-Dec-21 18-Dec-21 9-Dec-21 30-Nov-21 21-Nov-21 12-Nov-21 3-Nov-21 25-Oct-21 16-Oct-21 7-Oct-21 28-Sep-21 19-Sep-21 10-Sep-21 1-Sep-21 23-Aug-21 14-Aug-21 5-Aug-21 27-Jul-21 18-Jul-21 9-Jul-21 30-Jun-21 21-Jun-21 12-Jun-21 3-Jun-21 25-May-21 16-May-21 7-May-21 28-Apr-21 19-Apr-21 10-Apr-21 1-Apr-21 23-Mar-21 14-Mar-21 5-Mar-21 24-Feb-21 15-Feb-21 6-Feb-21 28-Jan-21 19-Jan-21 10-Jan-21 1-Jan-21 N N N (13) UOIIUAal:I atU)S nUUaaJS Rainfall (in) 0 0 0 0 0 27-Dec-21 18-Dec-21 9-Dec-21 30-Nov-21 21-Nov-21 12-Nov-21 3-Nov-21 25-Oct-21 16-Oct-21 7-Oct-21 28-Sep-21 19-Sep-21 10-Sep-21 1-Sep-21 23-Aug-21 14-Aug-21 5-Aug-21 27-Jul-21 18-Jul-21 9-Jul-21 30-Jun-21 21-Jun-21 12-Jun-21 3-Jun-21 25-May-21 16-May-21 7-May-21 28-Apr-21 19-Apr-21 10-Apr-21 1-Apr-21 23-Mar-21 14-Mar-21 5-Mar-21 24-Feb-21 15-Feb-21 6-Feb-21 28-Jan-21 19-Jan-21 10-Jan-21 1-Jan-21 W) 't M N N N N N (13) UOIjUAal:j a2VjS MU;)AJS A Table 10. Wetland Hydrology Criteria Attainment Hair Sheep Miti ation Bank, Action ID# SAW-2018-00712 Success Criteria: Success Criteria Achieved/Max Number of Consecutive Days 12 /0 21 Days) Gauge W01 W02 W03 W04 W05 W06 W07 2021 2022 2023 2024 2025 2026 2027 Gauge 1 Yes/2o11 100 /o Gauge 2 Yes/2o11 (100 /o) Gauge 3 Yes/2o11 (100 /o) Gauge 4 Yes/2o11 (100 /o) Gauge 5 Yes/2o11 100 /o Gauge 6 Yes/2�11 (100 /o) Gauge 7 Yes/2�11 100 /o Hair Sheep Mitigation Bank KCI Associates of NC, PA Action ID # SAW-2018-00712 56 MY-01 Monitoring Report Rainfall �o O M N � � o � U 0 w Q N 0 M 0 �N o �N bhp U c7 �A-LAL, (13) UOIjUAal:j aajUempunoaf) aniIUlag 27-Dec-21 18-Dec-21 9-Dec-21 30-Nov-21 21-Nov-21 12-Nov-21 3-Nov-21 25-Oct-21 16-Oct-21 7-Oct-21 28-Sep-21 19-Sep-21 10-Sep-21 1-Sep-21 23-Aug-21 14-Aug-21 5-Aug-21 27-Jul-21 18-Jul-21 9-Jul-21 30-Jun-21 21-Jun-21 A 12-Jun-21 3-Jun-21 25-May-21 16-May-21 7-May-21 28-Apr-21 19-Apr-21 10-Apr-21 1-Apr-21 23-Mar-21 14-Mar-21 5-Mar-21 24-Feb-21 15-Feb-21 6-Feb-21 28-Jan-21 19-Jan-21 10-Jan-21 1-Jan-21 ro 0 C7 9i It I Rainfall (in) In 27-Dec-21 18-Dec-21 9-Dec-21 30-Nov-21 21-Nov-21 12-Nov-21 3-Nov-21 25-Oct-21 16-Oct-21 7-Oct-21 28-Sep-21 19-Sep-21 10-Sep-21 1-Sep-21 23-Aug-21 14-Aug-21 5-Aug-21 27-Jul-21 18-Jul-21 9-Jul-21 30-Jun-21 21-Jun-21 12-Jun-21 3-Jun-21 25-May-21 16-May-21 7-May-21 28-Apr-21 19-Apr-21 10-Apr-21 1-Apr-21 23-Mar-21 14-Mar-21 5-Mar-21 24-Feb-21 15-Feb-21 6-Feb-21 28-Jan-21 19-Jan-21 10-Jan-21 1-Jan-21 (13) UOIIUAal:l aajUempunoaf) aniIUlag cz cz I Rainfall (in) In 27-Dec-21 18-Dec-21 9-Dec-21 30-Nov-21 21-Nov-21 12-Nov-21 3-Nov-21 25-Oct-21 16-Oct-21 7-Oct-21 28-Sep-21 19-Sep-21 10-Sep-21 1-Sep-21 23-Aug-21 14-Aug-21 5-Aug-21 27-Jul-21 18-Jul-21 9-Jul-21 30-Jun-21 21-Jun-21 12-Jun-21 3-Jun-21 25-May-21 16-May-21 7-May-21 28-Apr-21 19-Apr-21 10-Apr-21 1-Apr-21 23-Mar-21 14-Mar-21 5-Mar-21 24-Feb-21 15-Feb-21 6-Feb-21 28-Jan-21 19-Jan-21 10-Jan-21 1-Jan-21 (13) UOIjUAal:j aajUempunoaf) aniIUlag cz cz I Rainfall (in) In o � � o � U 0 w Q N 0 cn .3 0 �N bhp U c7 � (13) uoIPunal:j aajUempunoaf) aniIUlag 27-Dec-21 18-Dec-21 9-Dec-21 30-Nov-21 21-Nov-21 12-Nov-21 3-Nov-21 25-Oct-21 16-Oct-21 7-Oct-21 28-Sep-21 19-Sep-21 10-Sep-21 1-Sep-21 23-Aug-21 14-Aug-21 5-Aug-21 27-Jul-21 18-Jul-21 9-Jul-21 30-Jun-21 21-Jun-21 12-Jun-21 3-Jun-21 25-May-21 16-May-21 7-May-21 28-Apr-21 19-Apr-21 10-Apr-21 1-Apr-21 23-Mar-21 14-Mar-21 5-Mar-21 24-Feb-21 15-Feb-21 6-Feb-21 28-Jan-21 19-Jan-21 10-Jan-21 1-Jan-21 ro 0 C7 9i It I Rainfall o � b � o � U 3O 0 w Ca N ' o � � o ctN bhp U c7 � do (13) uoIPunal:j aajUempunoaf) aniIUlag 27-Dec-21 18-Dec-21 9-Dec-21 30-Nov-21 21-Nov-21 12-Nov-21 3-Nov-21 25-Oct-21 16-Oct-21 7-Oct-21 28-Sep-21 19-Sep-21 10-Sep-21 1-Sep-21 23-Aug-21 14-Aug-21 5-Aug-21 27-Jul-21 18-Jul-21 9-Jul-21 30-Jun-21 21-Jun-21 A 12-Jun-21 3-Jun-21 25-May-21 16-May-21 7-May-21 28-Apr-21 19-Apr-21 10-Apr-21 1-Apr-21 23-Mar-21 14-Mar-21 5-Mar-21 24-Feb-21 15-Feb-21 6-Feb-21 28-Jan-21 19-Jan-21 10-Jan-21 1-Jan-21 ro 0 C7 9i It I Rainfall (in) o � � o � U � O w Q N 0 cn 0 � � o cn '" •o �o +� N bA U c7 � (13) UOIjUAal:j aajUempunoaf) aniIUlag 27-Dec-21 18-Dec-21 9-Dec-21 30-Nov-21 21-Nov-21 12-Nov-21 3-Nov-21 25-Oct-21 16-Oct-21 7-Oct-21 28-Sep-21 19-Sep-21 10-Sep-21 1-Sep-21 23-Aug-21 14-Aug-21 5-Aug-21 27-Jul-21 18-Jul-21 9-Jul-21 30-Jun-21 21-Jun-21 12-Jun-21 3-Jun-21 25-May-21 16-May-21 7-May-21 28-Apr-21 19-Apr-21 10-Apr-21 1-Apr-21 23-Mar-21 14-Mar-21 5-Mar-21 24-Feb-21 15-Feb-21 6-Feb-21 28-Jan-21 19-Jan-21 10-Jan-21 1-Jan-21 9i cz cz I Rainfall (in) o � � o � U �O w Ca cn .3 0 �o �N bhp U c7 � 27-Dec-21 18-Dec-21 9-Dec-21 30-Nov-21 21-Nov-21 12-Nov-21 3-Nov-21 25-Oct-21 16-Oct-21 7-Oct-21 28-Sep-21 19-Sep-21 10-Sep-21 1-Sep-21 23-Aug-21 14-Aug-21 5-Aug-21 27-Jul-21 18-Jul-21 9-Jul-21 30-Jun-21 21-Jun-21 12-Jun-21 3-Jun-21 25-May-21 16-May-21 7-May-21 28-Apr-21 19-Apr-21 10-Apr-21 1-Apr-21 23-Mar-21 14-Mar-21 5-Mar-21 24-Feb-21 15-Feb-21 6-Feb-21 28-Jan-21 19-Jan-21 10-Jan-21 1 J 21 - an- V'� (13) UOIIUAal:l aajUempunoaf) aniIUlag cz I