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Home My WebLink About20160369 Ver 1_Year 2 Monitoring Report _2021_20211130ID#* 20160369 Select Reviewer: Erin Davis Initial Review Completed Date 11/30/2021 Mitigation Project Submittal - 11/30/2021 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:* Lindsay Crocker Project Information ID#:* 20160369 Existing ID# Project Type: • DIMS Mitigation Bank Project Name: Dry Creek County: Durham Document Information O Yes O No Email Address:* lindsay.crocker@ncdenr.gov Version:* 1 Existing Version Mitigation Document Type:* Mitigation Monitoring Report File Upload: DryCreek_97082_MY2_2021.pdf 49.53MB Please upload only one PDF of the complete file that needs to be submitted... Signature Print Name:* Lindsay Crocker Signature: * DRY CREEK MITIGATION SITE MONITORING YEAR 2 Durham County, NC ANNUAL REPORT NCDEQ Contract No. 6827 DMS Project No. 97082 Final USACE Action ID No. SAW-2016-00880 NCDWR Project No. 2016-0369 Data Collection Period: January -October 2021 Draft Submission Date: November 3, 2021 Final Submission Date: November 19, 2021 PREPARED FOR: NC Department of Environmental Quality Division of Mitigation Services 1652 Mail Service Center Raleigh, NC 27699-1652 WILDLANDS ENGINEERING November 19, 2021 Lindsay Crocker NC Department of Environmental Quality, Division of Mitigation Services 217 W. Jones Street, Suite 3000 Raleigh, NC 27609-1652 Subject: DMS Comments on Dry Creek MY2 Dry Creek, Project ID #97082, DMS Contract #6827 Dear Ms. Crocker, We have reviewed the comments on the MY1 Report for the above referenced project dated November 18, 2021 and have revised the report based on these comments. The revised documents are submitted with this letter. Below are responses to each of your comments. For your convenience, the comments are reprinted with our response in italics. Report Comments: 1. In future reports, you may omit the substrate monitoring per IRT/DMS clarification. This is noted for future monitoring reports. 2. The mortality between MY1 and 2 on parts of the project and lack of species diversity needs to be considered. It is understood that Wildlands believes that volunteers matching planted species will result in all plots being considered successful for the stream credit. The riparian buffer credit success requirement can be satisfied with appropriate volunteers currently in MY2. Please consider that in the narrative in the Monitoring Year 2 summary of the buffer report. Please also consider that DWR expects the site to have a minimum of four native hardwood and many of your plots are showing 3 species. This was discussed at length in the field and DMS understands that Wildlands is planning to look closely at this in MY3. The lack of species diversity will be assessed in future monitoring years. Digital Comments: 1. Please submit the CVS mdb associated with the MY2 veg data for stream and buffer. The CVS mdb is now submitted with the final digital files. 2. Note that the total % stable performing as intended in Table 5a is listed as 99%, but it should be 100% based on the reported values. Table 5 has been updated. Wildlands Engineering, Inc. (P) 919.851.9986 • 312 West Millbrook Road, Suite 225 • Raleigh, NC 27609 Ow w WILDLANDS ENGINEERING If you have any questions, please contact me by phone (919) 851-9986, or by email (jlorch@wildlandseng.com). Sincerely, Jason Lorch, Monitoring Coordinator Wildlands Engineering, Inc. (P) 919.851.9986 • 312 West Millbrook Road, Suite 225 • Raleigh, NC 27609 PREPARED BY: W WILDLANDS E N G INFER I N G 312 West Millbrook Road, Suite 225 Raleigh, NC 27609 Jason Lorch jlorch@wildlandseng.com Phone: 919.851.9986 EXECUTIVE SUMMARY Wildlands Engineering, Inc. (Wildlands) implemented a full delivery project at the Dry Creek Mitigation Site (Site) for the North Carolina Department of Environmental Quality Division of Mitigation Services (DMS) to restore a total of 9,811 linear feet of perennial and intermittent streams in Durham County, NC. The Site will generate 8,457.934 stream credits. All stream lengths were measured along the stream centerline for credit calculations. UT1 Reach 2 crediting changed after the Mitigation Plan was approved due to the revised break in the conservation easement associated with a utility line relocation. The Site is located approximately three miles northwest of Butner, NC and approximately 2 miles west of the Granville County/Durham County line (Figure 1) in the Neuse River Basin 8-Digit Hydrologic Unit Code (HUC) 03020201. The Site is located within the Neuse River Targeted Local Watershed (TLW) as presented in the 2010 Neuse River Basin Restoration Priorities (RBRP) which highlights the importance of riparian buffers for stream restoration projects (Breeding, 2010). The Site is located in the Neuse River Basin HUC 03020201010050 and NC Division of Water Resources (NCDWR) Subbasin 03-04-01. The Site contains Dry Creek and eight unnamed tributaries (UT1-UT7; UT1a) which flow to Lake Michie on the Flat River and then into Falls Lake. The Flat River is classified as Water Supply Waters (WS-III), and Nutrient Sensitive Waters (NSW). The downstream drainage area of the Site is 807 acres. The 29.764- acre Site is protected with a permanent conservation easement. The project goals established in the Mitigation Plan (Wildlands, 2018) were completed with careful consideration of goals and objectives described in the Neuse River RBRP. The project goals include: • Exclude cattle from project streams; • Stabilize eroding stream banks; • Improve the stability of stream channels; • Improve instream habitat; • Reconnect channels with floodplains and riparian wetlands to allow a natural flooding regime; • Restore and enhance native floodplain and streambank vegetation; and • Permanently protect the Site from harmful land uses. The project will contribute to achieving the goals for the watershed listed in the Neuse River RBRP and provide ecological benefits within the Neuse River Basin. While benefits such as habitat improvement and geomorphic stability are limited to the Site, others, such as reduced pollutant and sediment loading, have farther reaching effects. Site construction, planting, and as -built surveys were completed in April 2020. Monitoring Year 2 (MY2) assessments and site visits were completed between January and October 2021. Overall, the Site has fulfilled the required stream success criteria for MY2. All restored streams are stable and functioning as designed and the isolated area of bank scour directly downstream of the culvert crossing on Dry Creek Reach 4 was repaired in March 2021. This area has remained stable since the repairs were made. Native herbaceous wetland vegetation has established on the Site creating excellent groundcover. This herbaceous vegetation has hindered some of the planted tree growth, but volunteers are establishing across the Site and supplementing planted trees. Eight of twelve vegetation monitoring plots met the interim success criteria with an average stem density of 349 planted stems per acre. Next year volunteer trees species will be included in the vegetation data and should boost stem density across the Site. Multiple bankfull events were recorded on each restoration reach during the 2021 annual monitoring period. Additionally, the flow gages on UT1A, UT2, and UT5 Reach 1 easily exceeded the minimum requirement of 30 consecutive days of baseflow. Overall, the Site is succeeding with reducing sediment and nutrient inputs into Neuse River tributaries. Dry Creek Mitigation Site Monitoring Year 2 Annual Report - Final DRY CREEK MITIGATION SITE Monitoring Year 2 Annual Report TABLE OF CONTENTS Section 1: PROJECT OVERVIEW.......................................................................................................1-1 1.1 Project Goals and Objectives.....................................................................................................1-1 1.2 Monitoring Year 2 Data Assessment..........................................................................................1-2 1.2.1 Vegetative Assessment......................................................................................................1-2 1.2.2 Vegetation Areas of Concern.............................................................................................1-3 1.2.3 Stream Assessment............................................................................................................1-3 1.2.4 Stream Areas of Concern...................................................................................................1-3 1.2.5 Hydrology Assessment.......................................................................................................1-4 1.2.6 Wetland Assessment..........................................................................................................1-4 1.2.7 Adaptive Management Plan...............................................................................................1-4 1.3 Monitoring Year 2 Summary......................................................................................................1-4 Section2: METHODOLOGY.............................................................................................................2-1 Section 3: REFERENCES...................................................................................................................3-1 TABLES Table 1: Mitigation Goals and Objectives — Dry Creek Mitigation Site......................................................1-2 APPENDICES Appendix 1 General Figures and Tables Figure 1 Project Vicinity Map Figure 2 Project Component / Asset Map Table 1 Mitigation Assets and Components Table 2 Project Activity and Reporting History Table 3 Project Contact Table Table 4 Project Information and Attributes Appendix 2 Visual Assessment Data Figure 3-3b Integrated Current Condition Plan View Table 5a-e Visual Stream Morphology Stability Assessment Table Table 6 Vegetation Condition Assessment Table Stream Photographs Stream Area of Concern Photographs Stream Crossing Photographs Vegetation Plot Photographs Appendix 3 Vegetation Plot Data Table 7 Vegetation Plot Criteria Attainment Table Table 8 CVS Vegetation Tables - Metadata Table 9a Fixed Plots: Planted and Total Stem Counts Table 9b Random Plots: Planted and Total Stem Counts Dry Creek Mitigation Site Monitoring Year 2 Annual Report - Final ii Appendix 4 Morphological Summary Data and Plots Table 10a-d Baseline Stream Data Summary Table 11a-b Morphology and Hydraulic Summary (Dimensional Parameters — Cross -Section) Table 12a-h Monitoring Data — Stream Reach Data Summary Cross -Section Plots Reachwide Pebble Count Plots Appendix 5 Hydrology Summary Data Table 13 Bankfull Events Table 14 Rainfall Summary Table 15 Wetland Gage Summary Wetland Gage Plots Table 16 Recorded In -Stream Flow Events Summary Recorded In -Stream Flow Events Plots Dry Creek Mitigation Site Monitoring Year 2 Annual Report - Final Section 1: PROJECT OVERVIEW The Dry Creek Mitigation Site (Site) is located in northeastern Durham County, approximately three miles northwest of Butner, NC and approximately 2 miles west of the Granville County/Durham County line (Figure 1). The Site contains tributaries to Lake Michie on the Flat River, which flows directly into Falls Lake. Flat River is classified as Water Supply Waters (WS-III) and Nutrient Sensitive Waters (NSW). The Site is within Hydrologic Unit Code (HUC) 03020201010050, Subbasin 03-04-01 and is located within the Neuse River Targeted Local Watershed (Figure 1) and is identified in the 2010 Neuse River Basin Restoration Priorities (RBRP) (Breeding, 2010). The Site is located in in the Carolina Slate Belt of the Piedmont Physiographic Province (USGS, 1998). The project watershed consists primarily of agricultural and wooded land. The drainage area for the Site is 807 acres (1.26 square miles). The project streams consist of Dry Creek and eight unnamed tributaries. Mitigation work within the Site included restoration, enhancement I, enhancement II, and preservation of 9,810 linear feet of perennial and intermittent stream channels. The riparian areas were planted with native vegetation to improve habitat and protect water quality. The final Mitigation Plan (Wildlands, 2018) was submitted to and accepted by DMS in October 2018. Construction activities were completed by Land Mechanic Designs, Inc. in April 2020. Planting and seeding activities were completed by Bruton Natural Systems, Inc. in April 2020. Baseline monitoring (MYO) was conducted between March and April 2020. Annual monitoring will occur for seven years with the close-out anticipated to commence in 2027 provided the success criteria are met. Appendix 1 provides additional details on project activity, history, contact information, and watershed background information for the Site. Prior to construction activities, cattle were rotationally grazed along UT1, UT1a, and Dry Creek to the UT3 confluence. Cattle access to these streams resulted in significant ecological impacts. Table 4 in Appendix 1 and Tables 10a-d in Appendix 4 present the pre -restoration conditions data. The Site is located on 9 parcels under 6 different landowners and a conservation easement was recorded on 29.764 acres. The project is expected to provide 8,457.934 stream credits at closeout. A Project Vicinity Map and directions are provided in Figure 1, and Project Components / Asset Map are illustrated in Figure 2. 1.1 Project Goals and Objectives The project is intended to provide numerous ecological benefits. While benefits such as habitat improvement and geomorphic stability are limited to the Site, reduced nutrient and sediment loading have farther reaching effects. Table 1 below describes expected outcomes to water quality and ecological processes and provides project goals and objectives. These goals were established and completed with careful consideration of goals and objectives described in the RBRP and to meet the DMS mitigation needs while maximizing the ecological and water quality uplift within the watershed. Dry Creek Mitigation Site Monitoring Year 2 Annual Report - Final 1-1 Table 1: Mitigation Goals and Objectives — Dry Creek Mitigation Site Goals Objectives Expected Outcomes Install fencing around project areas Reduce and control sediment inputs. Reduce Exclude cattle from adjacent to cattle pastures or remove and manage nutrient inputs. Contribute to project streams. cattle from the Site. protection of or improvement to a Water Supply Waterbody. Reconstruct stream channels slated for restoration with stable dimensions. Stabilize eroding Create stable tie-ins for tributaries Reduce sediment inputs. Contribute to stream banks. joining restored channels. Add bank protection of or improvement to a Water revetments and in -stream structures to Supply Waterbody. reaches to protect restored/enhanced streams. Construct stream channels that will Improve the maintain a stable pattern and profile Reduce and control sediment inputs. stability of stream considering the hydrologic and sediment Contribute to protection of or improvement channels. inputs to the system, the landscape to a Water Supply Waterbody. setting, and the watershed conditions. Install habitat features such as constructed riffles, cover logs, and brush Improve instream toes into restored/enhanced streams. Improve aquatic communities in project habitat. Add woody materials to channel beds. streams. Construct pools of varying depth. Reduce and control sediment inputs. Reduce Reconnect channels Reconstruct stream channels with and manage nutrient inputs. Contribute to with floodplains. appropriate bankfull dimensions and protection of or improvement to a Water depth relative to the existing floodplain. Supply Waterbody. Enhance hydration of riparian wetlands. Reduce and control sediment inputs. Reduce Restore and and manage nutrient inputs. Provide a enhance native Plant native tree species in riparian zone canopy to shade streams and reduce floodplain where currently insufficient. thermal loadings. Contribute to protection vegetation. of or improvement to a Water Supply Waterbody. Permanently Ensure that development and agricultural protect the project Establish conservation easements on the uses that would damage the Site or reduce Site from harmful Site. the benefits of the project are prevented. uses. 1.2 Monitoring Year 2 Data Assessment Annual monitoring and site visits were conducted during MY2 to assess the condition of the project. The vegetation and stream success criteria for the Site follow the approved success criteria presented in the Mitigation Plan (Wildlands, 2018). 1.2.1 Vegetative Assessment Planted woody vegetation is being monitored in accordance with the guidelines and procedures developed by the Carolina Vegetation Survey-EEP Level 2 Protocol (Lee et al., 2008). A total of eleven standard 10 meter by 10 meter and one, 5 meter by 20 meter vegetation plots were established during Dry Creek Mitigation Site Monitoring Year 2 Annual Report - Final 1-2 baseline monitoring. Four of the twelve vegetation plots will be relocated randomly on an annual basis to monitor vegetation health across the Site. The final vegetation success criteria at the end of MY7 are the survival of 210 planted stems per acre averaging 10 feet in height. Interim success criteria are the survival of 320 planted stems per acre at the end of MY3 and 260 planted stems per acre with an average stem height of 7 feet at the end of MYS. The MY2 vegetative survey was completed in September 2021. Vegetation monitoring resulted in an average stem density of 349 planted stems per acre, which is above the interim requirement of 320 stems per acre required at MY3 and approximately 34% less than the recorded baseline density (533 planted stems per acre). There is an average of 8 stems per plot as compared to 13 stems per plot in MYO. Of the 12 vegetation plots, 8 plots individually met the interim success criteria and are on track to meet the final success criteria required for MY7. Fixed vegetation plots (VP) 5, 6, 7, and 8 do not meet the interim success criteria of 320 stems per acre. However, fixed vegetation plots 5, 7, and 8 are on track to meet the final success criteria of 210 stems per acres. Sycamore (Platanus occidentalis) volunteers were noted in fixed vegetation plots 5, 7, and 8 but will not be counted towards success criteria until MY3. Due to the high number of volunteers already germinating throughout the Site, no remedial action is needed at this time. These vegetation plots will continue to be monitored to determine if remedial action is warranted. Refer to Appendix 2 for Vegetation Plot Photographs and the Vegetation Condition Assessment Table and Appendix 3 for Vegetation Plot Data. 1.2.2 Vegetation Areas of Concern The MY2 visual assessment did indicate the vegetation plots are representative of planted trees throughout the Site, however there are a healthy number of volunteers germinating throughout the Site. It was assessed that herbaceous vegetation is dense throughout most of the Site hindering planted tree establishment. The herbaceous vegetation includes native pollinator species and wetland species indicating a healthy riparian habitat. The riparian habitat is helping to reduce nutrient runoff from the cattle fields outside the easement and stabilizing the stream banks. Vegetation near fixed plots 5-8 will be assessed throughout the future monitoring years to determine if replanting is necessary. 1.2.3 Stream Assessment Morphological surveys for MY2 were conducted in June 2021. All streams within the Site are stable and functioning as designed. All 19 cross -sections at the Site show little to no change in the bankfull area and width -to -depth ratio, and bank height ratios are less than 1.2. Substrate measurements indicate the maintenance of coarser materials in the riffle reaches and finer particles in the pools. Longitudinal profile surveys are not required on the project unless visual inspection indicates reach wide vertical instability. Refer to Appendix 2 for the Visual Stream Morphology Stability Assessment Table, Integrated Current Condition Plan View (CCPV), and Stream Photographs. Refer to Appendix 4 for the Morphological Summary Data and Plots. 1.2.4 Stream Areas of Concern Localized bank erosion on the outside bend of a pool directly downstream of the culvert crossing along Dry Creek Reach 4, was identified during MY1. This area was repaired in March 2021. The stream bank repair included reshaping the stream bank and installing sod mats and live stakes. After more than six months and several storm events, the repair is stable, and vegetation is establishing. See before and after photos of the area in Appendix 2. This area will continue to be monitored to determine the success of the repair work. Dry Creek Mitigation Site Monitoring Year 2 Annual Report - Final 1-3 1.2.5 Hydrology Assessment By the end of MY7, four bankfull events must have occurred in separate years within the restoration and enhancement I reaches. Bankfull events were recorded on Dry Creek Reach 2 and 3 along with UT1 Reach 2, UT5 Reach 1 and UT6 Reach 1. Dry Creek Reach 2 and 3, UT1 Reach 2 and UT5 Reach 1 have partially met the hydrologic success criteria for bankfull events. In addition, the presence of baseflow must be documented on restored intermittent reaches (UT1A, UT2 and UT5 Reach 1) for a minimum of 30 consecutive days during a normal precipitation year. In -stream flow gages equipped with pressure transducers were installed to monitor continuity of baseflow. UT1A, UT2, and UT5 Reach 1 easily exceeded baseflow success criterion for intermittent streams. The maximum consecutive days ranged from 140 days to 284 days. Refer to Appendix 5 for hydrologic data. 1.2.6 Wetland Assessment One groundwater gage was installed and monitored within an existing wetland zone at a location requested by North Carolina Division of Water Resources. The gage was downloaded and maintained quarterly. The purpose of the gauge is to assess potential effects to wetland hydrology from the construction of the restored stream channel through this area. The results of this monitoring are not tied to a success criterion. The measured hydroperiod was 3.5% of the growing season consecutively. Hydrology associated with the existing wetland currently being monitored was largely the result of the backwater effect of an impoundment on Dry Creek. By removing the impoundment during stream restoration activities, Wildlands anticipates an effect on hydrology and the associated gage results. While the gage results may indicate hydrological impairment, the overall ecological uplift associated with removal of the man-made impoundment outweighs the potential reduction in groundwater hydrology. 1.2.7 Adaptive Management Plan Vegetation around fixed vegetation plots 5-8 will be assessed in future monitoring years to determine if remedial actions are necessary. Currently no remedial action is needed at this time. 1.3 Monitoring Year 2 Summary Of the 12 vegetation plots, 8 are on track to meet the MY3 interim requirement of 320 planted stems per acre. A dense herbaceous layer including wetland and pollinator species has established across the Site. This layer is great for ground cover and diversity but has hindered planted tree establishment on parts of the Site. Sycamore and other volunteer woody stems have began establishing throughout the Site and will be included in MY3 vegetation data. All streams within the Site are stable and functioning as designed. The localized erosion identified in MY1 on Dry Creek Reach 4 was repaired and is stable. Multiple bankfull events were documented on all stream reaches partially fulfilling the final bankfull hydrologic success requirement. Greater than 30 days of consecutive flow were recorded on monitored intermittent stream reaches UT1a, UT2, and UT5 Reach 1 fulfilling MY2 success requirement. Overall, the Site is meeting its goals of preventing excess nutrients and sediment from entering the Neuse River tributaries and is on track to meet final success criteria. Summary information and data related to the performance of various project and monitoring elements can be found in the tables and figures in the report appendices. Narrative background and supporting information formerly found in these reports can be found in the Mitigation Plan (Wildlands, 2018) available on DMS's website. All raw data supporting the tables and figures in the appendices are available from DMS upon request. Dry Creek Mitigation Site Monitoring Year 2 Annual Report - Final 1-4 Section 2: METHODOLOGY Geomorphic data was collected following the standards outlined in The Stream Channel Reference Site: An Illustrated Guide to Field Techniques (Harrelson et al., 1994) and in Stream Restoration: A Natural Channel Design Handbook (Doll et al., 2003). All Integrated Current Condition Mapping was recorded using a Trimble handheld GPS with sub -meter accuracy and processed using Pathfinder and ArcGIS. Crest gages and pressure transducers were installed in riffle cross -sections and monitored throughout the year. Hydrologic monitoring instrument installation and monitoring methods are in accordance with the United States Army Corps of Engineers standards (USACE, 2003). Vegetation monitoring protocols followed the Carolina Vegetation Survey-EEP Level 2 Protocol (Lee et al., 2008). Dry Creek Mitigation Site Monitoring Year 2 Annual Report - Final 2-1 Section 3: REFERENCES Breeding, R. 2010. Neuse River Basin Restoration Priorities 2010. NCEEP, NC Doll, B.A., Grabow, G.L., Hall, K.A., Halley, J., Harman, W.A., Jennings, G.D., and Wise, D.E. 2003. Stream Restoration A Natural Channel Design Handbook. Harrelson, C.C., Rawlins, C.L., Potyondy, J.P. 1994. Stream Channel Reference Sites: An Illustrated Guide to Field Technique. Gen. Tech. Rep. RM-245. Fort Collins, CO: U.S. Department of Agriculture, Forest Service, Rocky Mountain Forest and Range Experiment Station. 61 p. Lee, M.T., Peet, R.K., S.D., Wentworth, T.R. 2008. CVS-EEP Protocol for Recording Vegetation Version 4.2. Retrieved from http://cvs.bio.unc.edu/protocol/cvs-eep-protocol-v4.2-lev1-5.pdf. Rosgen, D. L. 1994. A classification of natural rivers. Catena 22:169-199. Rosgen, D.L. 1996. Applied River Morphology. Pagosa Springs, CO: Wildland Hydrology Books. Rosgen, D.L. 1997. A Geomorphological Approach to Restoration of Incised Rivers. Proceedings of the Conference on Management of Landscapes Disturbed by Channel Incision. Center For Computational Hydroscience and Bioengineering, Oxford Campus, University of Mississippi, Pages 12-22. United States Army Corps of Engineers. 2003. Stream Mitigation Guidelines. USACE, NCDENR-DWQ, USEPA, NCWRC. United States Geological Survey. 1998. North Carolina Geology. http://www.geology.enr.state.nc.us/usgs/carolina.htm Wildlands Engineering, Inc. (2018). Dry Creek Mitigation Project Mitigation Plan. DMS, Raleigh, NC. Dry Creek Mitigation Site Monitoring Year 2 Annual Report - Final 3-1 APPENDIX 1. General Figures and Tables / '7k ChuTc Project Location C, a; County Line ..40 03020201010040 r1 Hydrologic Unit Code (14 Digit) 20 : DIMS Targeted Local Watersheds N R .............PF. S2N Person Co. ---------------------------------- DU R H A 6 1 6 M C" > 31"p 0, 03020201040010 03020201010030 cteek —1 I alp a "CLI Rd 03020201010050 'pry ilk- 03020201040020 03020201020040 Directions: From Raleigh, NC, take U.S. 70 W/NC-50 The subject project site is an environmental restoration site of the N/Glenwood Avenue. Turn right in 3.9 miles NCDEQ Division of Mitigation Services (DMS) and is onto NC-50 N/Creedmoor Rd. Stay on encompassed by a recorded conservation easement, but is —1 Creedmoor Rd for 15.9 miles. Turn left1C bordered by land under private ownership. Accessing the site may onto Old Weaver Trail. Turn right onto require traversing areas near or along the easement boundary and Cash Rd in 1.3 miles. Cash Rd turns into therefore access by the general public is not permitted. Access by Gate 2 Rd, which turns into Central Ave. authorized personnel of state and federal agencies or their Turn left onto 33rd St and then take designees/contractors involved in the development, oversight, and stewardship of the restoration site is permitted within the terms and immediate left onto Old NC 75. In and timeframes of their defined roles. Any intended site visitation or 0.4 miles turn right onto Range Rd. Turn N activity by any person outside of these previously sanctioned roles J left onto Hampton Rd in 4.0 miles. The and activities requires prior coordination with DMS. 1 project ect will be on the left in 0.3 miles. �WILDLANDS ENGINEERING Figure 1. Project Vicinity Map Dry Creek Mitigation Site 0 0.5 1 Miles t DMS Project No. 97082 Monitoring Year 2 - 2021 Durham County, NC t r� ' Y 7Yt � • rj Valk VA f J of 8 t, V _ +1 I_ ! *t i � r �A �4 .r +` • .—,; � ---� Conservation Easement Y �`atl Internal Crossing S •� � 'f 5 � �� ®Existing Wetlands to s = Fencing Utility Right of Way Tt,&b ; �� I� '. Y •" Stream Restoration II . Stream Enhancement I I Stream Enhancement II i' _ •� —Stream Preservation t Y _ � + 4rza Q9 � � t _ —Not For Credit ,. .p Reach Breaks Figure 2. Project Component / Asset Map �A W I L D L A N D S Dry Creek Mitigation Site \�/ ENGINEERING 0 350 700 Feet DMS Project No. 97082 I i I i I Monitoring Year 2- 2021 Durham County, NC Table 1. Mitigation Assets and Components Dry Creek Mitigation Site DMS Project No. 97082 Monitoring Year 2 - 2021 Mitigation Reach IPlan 7,oisting otage Footage Mitigation Category Restoration Level Priority Level Mitigation Ratio (X:1) Project Credits As -Built Footage Comments STREAMS Pond Removal, Full Channel Dry Creek Reach 1 999 1,278 Warm R P1 1 1,278.000 1,247 Restoration, Planted Buffer, Fencing Out Livestock 81 Warm R P1 1 81.000 84 Full Channel Restoration, Planted Buffer, Fencing Out Livestock Dry Creek Reach 2 2,104 1,681 Warm R 1 1,681.000 1,656 Full Channel Restoration, Planted Buffer, Fencing Out Livestock 85 Warm R P1 1 85.000 75 Full Channel Restoration, Planted Buffer, Fencing Out Livestock Dry Creek Reach 3 1,955 1,603 Warm R P1 1 1,603.000 1,583 Full Channel Restoration, Invasive Removal 241 Warm R P1 1 241.000 243 Full Channel Restoration, Invasive Removal Dry Creek Reach 4 1,495 813 Warm R P1 1 813.000 807 Full Channel Restoration, Invasive Removal 216 Warm Ell N/A 2.5 86.400 215 Bank Repairs, Fencing Out Livestock, Planted Buffer UT1 Reach 1 456 205 Warm Ell N/A 2.5 82.000 202 Bank Repairs, Fencing Out Livestock, Planted Buffer Pond Removal, Full Channel 631 Warm R P1 1 631.000 627 Restoration, Planted Buffer, Fencing Out Livestock N/A Culvert Crossing, Utility Relocati, Easement Bra= UT1 Reach 2 945 436 Warm R P1 1 436.000 426 Full Channel Restoration, Planted Buffer, Fencing Out Livestock UT1A 90 166 Warm El N/A 1.5 110.667 165 Grade Control Structures, Fencing UT2 72 151 Warm Ell N/A 2.5 60.400 135 Bank Repairs, Fencing Out Livestock UT3 153 156 Warm Ell N/A 2.5 62.400 160 Bank Repairs, Fencing Out Livestoc UT4 110 115 Warm P N/A 10 11.500 114 Conservation Easement UT5 Reach 1 371 298 Warm El N/A 1.5 198.667 285 Grade Control Structures, Invasive Removal, Planted Buffer Cul Break UT5 Reach 21 135 119 Warm R P1 1 104.000 112 Full Channel Restoration UT6 Reach 1 582 617 Warm R P1 1 617.000 612 Full Channel Restoration, Invasive Removal UT6 Reach 2 209 209 Warm P N/A 10 20.900 209 Conservation Easement UT6 Reach 3 58 89 Warm R P1 1 89.000 89 Full Channel Restoration, Invasive Removal 367 415 Warm Ell N/A 2.5 166.000 408 Bank Repairs 1. No credit proposed for UT5 Reach 2 Station 705+61 to 705+76 due to easement width being less than 15 feet wide. PROJECTIL Restoration Level Stream Riparian Wetland Non -Riparian Wetland Coastal Marsh Warm Cool Cold Riverine Non-Riverine Restoration 7,659.000 Enhancement 1 309.334 Enhancement 11 457.200 Preservation 32.400 Re -Establishment Rehabilitation Enhancement Creation Totals 8,457.934 Table 2. Project Activity and Reporting History Dry Creek Mitigation Site DIMS Project No. 97082 Monitoring Year 2 - 2021 Activity or Report Mitigation Plan Data Collection Complete October 2018 Completion or Scheduled Delivery October 2018 Final Design - Construction Plans November 2019 November 2019 Construction October 2019 - April 2020 April 20, 2020 Temporary S&E mix applied to entire project area 1 October 2019 - April 2020 April 20, 2020 Permanent seed mix applied to reach/segments' October 2019 - April 2020 April 20, 2020 Bare root and live stake plantings for reach/segments April 2020 April 24, 2020 Baseline Monitoring Document (Year 0) Stream Survey April 30,2020 August 2020 Vegetation Survey April 27, 2020 Year 1 Monitoring Stream Survey November 4, 2020 December 2020 Vegetation Survey November 4, 2020 Manual Bank Repair March 2021 Year 2 Monitoring Stream Survey June 10, 2021 December 2021 Vegetation Survey September 16, 2021 Year 3 Monitoring Stream Survey 2022 December 2022 Vegetation Survey 2022 Year 4 Monitoring December 2023 Year 5 Monitoring Stream Survey 2024 December 2024 Vegetation Survey 2024 Year 6 Monitoring December 2025 Year 7 Monitoring Stream Survey 2026 December 2026 Vegetation Survey 2026 'Seed and mulch is added as each section of construction is completed. Table 3. Project Contact Table Dry Creek Mitigation Site DIMS Project No. 97082 Monitoring Year 2 - 2021 Wildlands Engineering, Inc. Designer 312 West Millbrook Road, Suite 225 Nicole Macaluso Millns, 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 Sources Garrett Wildflower Seed Company Nursery Stock Suppliers Dykes and Sons Nursery and Greenhouse Bare Roots Live Stakes Bruton Natural Systems, Inc Monitoring Performers Wildlands Engineering, Inc. Jason Lorch Monitoring, POC 919.851.9986 Table 4. Project Information and Attributes Dry Creek Mitigation Site DMS Project No. 97082 Monitoring Year 2 - 2021 PROJECT• • Project Name Dry Creek Mitigation Site County IDurham County Project Area (acres) 29.764 Planted (acres) 114.040 Project Coordinates (latitude and longitude) 36' 11' 07.92" N, 78' 49' 39.00" W Physiographic Province PROJECT• SUMMARY INFORMATION Carolina Slate Belt ofthe Piedmont Physiographic Province River Basin Neuse River USGS Hydrologic Unit 8-digit 03020201 USGS Hydrologic Unit 14-digit 03020201010050 D W R Sub -basin 03-04-01 Project Drainiage Area (acres) 807 Project Drainage Area Percentage of Impervious Area Q% CGIA Land Use Classification 50%Forested, REACH 40%Cultivated, 9%Residential Area SUMMARY INFORMATION Parameters Dry Creek UT1 UT1a UT2 UT3 UT4 UTS UT6 UT7 Length of Reach (linear feet) - Post -Restoration 5,883 1,559 165 135 160 114 397 910 408 Drainage Area (acres) 807 85 22 4 17 33 40 17 64 NCDWR Stream Identification Score 50.5 32.25 27.5 24.5 26 24 1 25.5 1 36 1 35.5 NCDWR Water Quality Classification WS-III (NSW) Morphological Desnption (stream type) Perennial Intermittent Perennial Evolutionary Trend (Simon's Model) - Pre -Restoration IV: Degradation and Widening III Chan nelized I Premodified IV Degradation and Widening Underlying Mapped Soils Chewacla loam, Herndon silt Ioam,Tatum silt loam Drainage Class Soil Hydric Status Slope FEMA Classification Zone X Native Vegetation Community Piedmont Bottomland Forest Percent Composition Exotic Invasive Vegetation - Post -Restoration Regulation 0% REGULATORY• • • Applicable? Resolved? Supporting Documentation Waters ofthe United States -Section 404 Yes Yes USACE Nationwide Permit No. 27 and DWQ 401 Water Quality Certification No. 4134. Waters ofthe United States- Section 401 Yes Yes Division of Land Quality (Dam Safety) N/A N/A N/A Endangered Species Act Yes Yes Dry Creek Mitigation Plan; Wildlands determined "no effect" on Orange County listed endangered species. The USFWS responded on May 5, 2016 and concurred with NCWRC stating that "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." Historic Preservation Act Yes Yes Correspondence from SHPO on April 26, 2016 indicating they were not aware of any historic resource that would be affected by the project. Coastal Zone Management Act (CZMA)/Coastal Area Management Act (CAMA) N/A N/A N/A FEMA Floodplain Compliance Yes Yes Durham County Floodplain Development Permit No. 19800028 was obtained on August 1, 2019 Essential Fisheries Habitat N/A N/A N/A APPENDIX 2. Visual Assessment Data Figure 3. Integrated Current Condition Plan View (Key) �A W I L D L A N D S Dry Creek Mitigation Site \�/ ENGINEERING 0 350 700 Feet DMS Project No. 97082 1 1 1 1 I t Monitoring Year 2- 2021 Durham County, NC �Ilk one= an mar d: 70 Y �ti. o� �• �, � 109+0. nY r213 ,. ,ly � � (2� Y �S`00 113+00 'kS 6 3 27 ♦ � rri t Reach^2 2020 Aerial Photography 4.,WILDLANDS NGINEERING 0 200 400 Feet I I I I I 1 Conservation Easement Existing Wetlands -- Structures Fixed Vegetation Plot Condition - MY2 - Criteria Met - Criteria Not Met Random Vegetation Plot Condition - MY2 t Criteria Met Fencing --- Utility Right of Way - Stream Restoration Stream Enhancement I - Stream Enhancement 11 - Stream Preservation - Not For Credit Top of Bank Cross -Sections Q Reach Breaks ♦ Barotroll ® Groundwater Well ♦ Crest Gauge ♦ Flow Gauge Photo Points Figure 3a. Integrated Current Condition Plan View Dry Creek Mitigation Site DIMS Project No. 97082 Monitoring Year 2 - 2021 Durham County, NC i / Ica*uu y ti.-5:�i�. � �. .may �►' ! • O• 133+pp • - � 1 � � �i t35+pp• i � 'l`�� 4 10 . r #A Y r / -59 I I i ' i . ,moo ► � �. 12 • r oak / Reach 4 — Conservation Easement « Existing Wetlands - Structures Fixed Vegetation Plot Condition - MY2 Criteria Met Criteria Not Met Random Vegetation Plot Condition - MY2 Q Criteria Met _ Fencing --- Utility Right of Way Stream Restoration Stream Enhancement I Stream Enhancement II Stream Preservation Not For Credit Top of Bank Cross -Sections Stream Area of Concern - MY2 Stream Repair •Q Reach Breaks Crest Gauge Flow Gauge Photo Points O Figure 3b. Integrated Current Condition Plan View �A W I L D L A N D S Dry Creek Mitigation Site \�/ ENGINEERING 0 200 400 Feet DIMS Project No. 97082 I i I i I Monitoring Year 2- 2021 Durham County, NC Table Sa. Visual Stream Morphology Stability Assessment Table Dry Creek Mitigation Site DIMS Project No. 97082 Monitoring Year 2 - 2021 Dry Creek Reach 1-4: 5,883 LF M .nnel ciry r.r1eg 1. Bed Number Stahl Total Number Channel Sub -Category Metric as Perform ieng in As -Built Intended 11101IMi 1. Vertical Stability Aggradation Number wit Footage with Adjust %for INumberofl Annountof Stahl St I" Unstable Unstable Performing a ell Woo Y Wo dy Woody Segments Intended Vegetationj Veget'aticm Vegetation_ 0 0 100% (Riffle and Run Units) Degradation 0 0 100% 2. Riffle Condition Texture/Substrate 55 55 100% 100% 3. Meander Pool Depth Sufficient 58 58 Condition Length Appropriate 58 100% 58 Thalweg centering at upstream of 55 55 4. Thalweg Position meander bendRunThalweg HOO'/' 55 centering at downstream of 55 meander bend Glide 2. Bank Bank lacking vegetative cover resulting 1. Scoured/Eroded simply from poor growth and/or scour 0 0 100% n/a n/a n/a and erosion. Banks undercut/overhanging to the extent that mass wasting appears likely. 2. Undercut Does NOT include undercuts that are 0 0 100% n/a n/a n/a modest, appear sustainable and are providing habitat. 3. Mass Wasting Bank slumping, caving, or collapse. 0 0 100% n/a n/a n/a Totals 0 0 100% n/a n/a n/a 3. Engineered Structures' Structures physically intact with no 1. Overall Integrity dislodged boulders or logs. 12 12 100% Grade control structures exhibiting 2. Grade Control maintenance of grade across the sill. 12 12 100% Structures lacking any substantial flow 2a. Piping underneath sills or arms. 12 12 100% Bank erosion within the structures 3. Bank Protection extent of influence does not exceed 36 36 100% 15%. Pool forming structures maintaining 4. Habitat —Max Pool Depth : Bankfull Depth >_ 1.6 36 36 100% Rootwads/logs providing some cover at baseflow. Excludes constructed riffles since they are evaluated In section 1. Table 5b. Visual Stream Morphology Stability Assessment Table Dry Creek Mitigation Site DIMS Project No. 97082 Monitoring Year 2 - 2021 UTl Reach 2: 1,053 LF Major haInnel ,diry Cater 1. Bed Nu her I St or le, Total Number hannel Sub -Category Metric o -Built Perf not ng a in As Intended 11101IMi 1. Vertical Stability Aggradation Numbe INumberofl Annountof Stahl S. ,,rwit Footage with Adjust %for Unstable Unstable Performing a ell Woo Y Woody Woody Segments Intended Vegetationj Vegetation Vegetation 0 0 100% (Riffle and Run Units) Degradation 0 0 100% 2. Riffle Condition Texture/Substrate 22 22 100% 100% 3. Meander Pool Depth Sufficient 21 21 Condition Length Appropriate 21 100% 21 100% Thalweg centering at upstream of 22 22 4. Thalweg Position mea nder bend Run 22 Thalweg centering at downstream of 22 meander bend Glide 100% 2. Bank Bank lacking vegetative cover resulting 1. Scoured/Eroded simply from poor growth and/or scour 0 0 100% n/a n/a n/a and erosion. Banks undercut/overhanging to the extent that mass wasting appears likely. 2. Undercut Does NOT include undercuts that are 0 0 100% n/a n/a n/a modest, appear sustainable and are providing habitat. 3. Mass Wasting Bank slumping, calving, or collapse 0 0 100% n/a n/a n/a Totals 0 0 100% n/a n/a n/a 3. Engineered Structures' Structures physically intact with no 1. Overall Integrity dislodged boulders or logs. 3 3 100% 2. Grade Control Grade control structures exhibiting 3 3 100% maintenance of grade across the sill. Structures lacking any substantial flow 2a. Piping underneath sills or arms. 3 3 100% Bank erosion within the structures 3. Bank Protection extent of influence does not exceed 10 10 100% 15%. Pool forming structures maintaining 4. Habitat —Max Pool Depth : Bankfull Depth >_ 1.6 10 10 100% Rootwads/logs providing some cover at baseflow. 'Excludes constructed riffles since they are evaluated In section 1. Table Sc. Visual Stream Morphology Stability Assessment Table Dry Creek Mitigation Site DIMS Project No. 97082 Monitoring Year 2 - 2021 UT1A: 165 LF Number Major Channel Stable ' Total Number Channel Sub -Category Metric Category Performing as in As -Built Intended 1. Bed Aggradation 1. Vertical Stability Number wit Foot ge with Adjust %for Numberofl Annountof % Stahl e. Stabilizing Stahilizing Stabilizing Unstable Unstable Performing a 'di Woo Y Woody Woody Segments Intended Vegetationj Vegetation Vegetation 0 0 100% (Riffle and Run Units) Degradation 0 0 100% 2. Riffle Condition Texture/Substrate 5 5 100% 100% 3. Meander Pool Depth Sufficient 5 5 Condition Length Appropriate 5 100% 100% 5 Thalweg centering at upstream of 5 5 4. Thalweg Position meander bend Run 5 Thalweg centering at downstream of 5 meander bend Glide 100% 2. Bank Bank lacking vegetative cover resulting 1. Scoured/Eroded simply from poor growth and/or scour 0 0 100% n/a n/a n/a and erosion. Banks undercut/overhanging to the extent that mass wasting appears likely. 2. Undercut Does NOT include undercuts that are 0 0 100% n/a n/a n/a modest, appear sustainable and are providing habitat. 3. Mass Wasting Bank slumping, calving, or collapse 0 0 100% n/a n/a n/a Totals 0 0 100% n/a n/a n/a 3. Engineered Structures' 1. Overall Integrity Structures physically intact with no 0 0 N/A dislodged boulders or logs. 2. Grade Control Grade control structures exhibiting 0 0 N/A maintenance of grade across the sill. 2a. Piping Structures lacking any substantial flow 0 0 N/A underneath sills or arms. Bank erosion within the structures 3. Bank Protection extent of influence does not exceed 1 1 100% 15%. Pool forming structures maintaining 4. Habitat —Max Pool Depth : Bankfull Depth >_ 1.6 1 1 100% Rootwads/logs providing some cover at baseflow. 'Excludes constructed riffles since they are evaluated In section 1. Table Scl. Visual Stream Morphology Stability Assessment Table Dry Creek Mitigation Site DIMS Project No. 97082 Monitoring Year 2 - 2021 UTS Reach 1-2: 397 LF Number Major Channel Stable ' Total Number Channel Sub -Category Metric Category Performing as in As -Built Intended 1. Bed Aggradation 1. Vertical Stability Number wit Foot ge with Adjust %for Numberofl Annountof % Stahl e. Stabilizing Stahilizing Stabilizing Unstable Unstable Performing a 'dl Woo Y Woody Woody Segments Intended Vegetationj Vegetation Vegetation 0 0 100% (Riffle and Run Units) Degradation 0 0 100% 2. Riffle Condition Texture/Substrate 10 10 100% 100% 3. Meander Pool Depth Sufficient 11 11 Condition Length Appropriate 11 100% 100/ 11 Thalweg centering at upstream of 10 10 4. Thalweg Position meander bend Run 10 Thalweg centering at downstream of 10 meander bend Glide 100% 2. Bank Bank lacking vegetative cover resulting 1. Scoured/Eroded simply from poor growth and/or scour 0 0 100% n/a n/a n/a and erosion. Banks undercut/overhanging to the extent that mass wasting appears likely. 2. Undercut Does NOT include undercuts that are 0 0 100% n/a n/a n/a modest, appear sustainable and are providing habitat. 3. Mass Wasting Bank slumping, calving, or collapse 0 0 100% n/a n/a n/a Totals 0 0 100% n/a n/a n/a 3. Engineered Structures' 1. Overall Integrity Structures physically intact with no 0 0 N/A dislodged boulders or logs. 2. Grade Control Grade control structures exhibiting 0 0 N/A maintenance of grade across the sill. 2a. Piping Structures lacking any substantial flow 0 0 N/A underneath sills or arms. Bank erosion within the structures 3. Bank Protection extent of influence does not exceed 6 6 100% 15%. Pool forming structures maintaining 4. Habitat —Max Pool Depth : Bankfull Depth >_ 1.6 6 6 100% Rootwads/logs providing some cover at baseflow. 'Excludes constructed riffles since they are evaluated In section 1. Table Se. Visual Stream Morphology Stability Assessment Table Dry Creek Mitigation Site DIMS Project No. 97082 Monitoring Year 2 - 2021 UTb Reach 1 & 3: 701 LF .nne ciry MC.Ieg 1. Bed Nu her St or le, Total Number hannel Sub -Category Metric o Perf not ng a in As -Built Intended 11101IMi 1. Vertical Stability Aggradation Numbe INumberofl Annountof Stahl S. ,,rwit Footage with Adjust %for Unstable Unstable Performing a ell Woo Y Woody Woody Segments Intended Vegetationj Vegetation Vegetation 0 0 100% (Riffle and Run Units) Degradation 0 0 100% 2. Riffle Condition Texture/Substrate 34 34 100% 100% 3. Meander Pool Depth Sufficient 32 32 Condition Length Appropriate 32 100% 32 100% Thalweg centering at upstream of 34 34 4. Thalweg Position mea nder bend Run 34 Thalweg centering at downstream of 34 meander bend Glide 100% 2. Bank Bank lacking vegetative cover resulting 1. Scoured/Eroded simply from poor growth and/or scour 0 0 100% n/a n/a n/a and erosion. Banks undercut/overhanging to the extent that mass wasting appears likely. 2. Undercut Does NOT include undercuts that are 0 0 100% n/a n/a n/a modest, appear sustainable and are providing habitat. 3. Mass Wasting Bank slumping, calving, or collapse 0 0 100% n/a n/a n/a Totals 0 0 100% n/a n/a n/a 3. Engineered Structures' 1. Overall Integrity Structuresphysically intact with no 0 0 N/A dislodged boulders or logs. 2. Grade Control Grade control structures exhibiting 0 0 N/A maintenance of grade across the sill. 2a. Piping Structures lacking any substantial flow 0 0 N/A underneath sills or arms. Bank erosion within the structures 3. Bank Protection extent of influence does not exceed 17 17 100% 15%. Pool forming structures maintaining 4. Habitat —Max Pool Depth : Bankfull Depth >_ 1.6 17 17 100% Rootwads/logs providing some cover at baseflow. 'Excludes constructed riffles since they are evaluated In section 1. Table 6. Vegetation Condition Assessment Table Dry Creek Mitigation Site DMS Project No. 97082 Monitoring Year 2 - 2021 Planted Acreage 14.04 Vegetation Category D• . . NumberMapping Polygons Acreage Acreage Very limited cover of both woody and herbaceous Bare Areas 0.1 0 0 o 0/ material. Low Stem Density Woody stem densities clearly below target levels 0.1 0 0 o 0/ Areas based on MY3, 4, or 5 stem count criteria. Total 0 0 0% Areas of Poor Growth Areas with woody stems of a size class that are 0.25 Ac 0 0 o 0/ Rates or Vigor obviously small given the monitoring year. Cumulative Total 0 0.0 0% STREAM PHOTOGRAPHS PHOTO POINT 1 Dry Creek R1— upstream (41212021) 1 PHOTO POINT 1 Dry Creek R1— downstream (41212021) 1 PHOTO POINT 2 Dry Creek R1— upstream (41212021) PHOTO POINT 3 Dry Creek R1— upstream (41212021) PHOTO POINT 2 Dry Creek R1— downstream (41212021) PHOTO POINT 3 Dry Creek R1— downstream (41212021) Dry Creek Mitigation Site Appendix 2: Visual Assessment Data —Stream Photographs PHOTO POINT 4 Dry Creek R1— upstream (41212021) PHOTO POINT 5 Dry Creek R2 — upstream (41212021) PHOTO POINT 6 Dry Creek R2 — upstream (41212021) PHOTO POINT 4 Dry Creek R1— downstream (41212021) Dry Creek Mitigation Site Appendix 2: Visual Assessment Data —Stream Photographs ,ate �'•h C a't PHOTO POINT 7 Dry Creek R2 — upstream (41212021) PHOTO POINT 8 Dry Creek R2 — upstream (41212021) PHOTO POINT 7 Dry Creek R2 — downstream (41212021) PHOTO POINT 8 Dry Creek R2 — downstream (41212021) PHOTO POINT 9 Dry Creek R2 — upstream (41212021) PHOTO POINT 9 Dry Creek R2 — downstream (41212021) Dry Creek Mitigation Site Appendix 2: Visual Assessment Data —Stream Photographs PHOTO POINT 10 Dry Creek R3 — upstream (41212021) 1 PHOTO POINT 10 Dry Creek R3 — downstream (41212021) 1 PHOTO POINT 11 Dry Creek R3 — upstream (41212021) PHOTO POINT 12 Dry Creek R3 — upstream (41212021) PHOTO POINT 11 Dry Creek R3 — downstream (41212021) Dry Creek Mitigation Site Appendix 2: Visual Assessment Data —Stream Photographs PHOTO POINT 13 Dry Creek R3 — upstream (41212021) 1 PHOTO POINT 13 Dry Creek R3 — downstream (41212021) 1 PHOTO POINT 14 Dry Creek R3 — upstream (41212021) 1 PHOTO POINT 14 Dry Creek R3 — downstream (41212021) 1 PHOTO POINT 15 Dry Creek R4 — upstream (41212021) PHOTO POINT 15 Dry Creek R4 — downstream (41212021) Dry Creek Mitigation Site Appendix 2: Visual Assessment Data —Stream Photographs PHOTO POINT 16 Dry Creek R4 — upstream (41212021) PHOTO POINT 16 Dry Creek R4 — downstream (41212021) PHOTO POINT 17 UT1 R1— upstream (41212021) PHOTO POINT 18 UT1 R2 — upstream (41212021) PHOTO POINT 17 UT1 R1— downstream (41212021) PHOTO POINT 18 UT1 R2 — downstream (41212021) Dry Creek Mitigation Site Appendix 2: Visual Assessment Data —Stream Photographs PHOTO POINT 19 UT1 R2 — upstream (41212021) PHOTO POINT 20 UT1 R2 — upstream (41212021) PHOTO POINT 21 UT1 R2 — upstream (41212021) PHOTO POINT 19 UT1 R2 — downstream (41212021) PHOTO POINT 20 UT1 R2 — downstream (41212021) PHOTO POINT 21 UT1 R2 — downstream (41212021) Dry Creek Mitigation Site Appendix 2: Visual Assessment Data —Stream Photographs PHOTO POINT 22 UT1a — upstream (41212021) 1 PHOTO POINT 22 UT1a — downstream (41212021) 1 PHOTO POINT 23 UT2 — upstream (41212021) PHOTO POINT 24 UT3 — upstream (41212021) PHOTO POINT 23 UT2 — downstream (41212021) PHOTO POINT 24 UT3 — downstream (41212021) Dry Creek Mitigation Site Appendix 2: Visual Assessment Data —Stream Photographs PHOTO POINT 25 UT4—upstream (41212021) PHOTO POINT 25 UT4 — downstream (41212021) PHOTO POINT 26 UT5 R1— upstream (41212021) 1 PHOTO POINT 26 UT5 R1— downstream (41212021) 1 PHOTO POINT 27 UT5 R1— upstream (41212021) PHOTO POINT 28 UT5 R2 — downstream (41212021) Dry Creek Mitigation Site Appendix 2: Visual Assessment Data —Stream Photographs PHOTO POINT 29 UT6 R1— upstream (41212021) PHOTO POINT 29 UT6 R1— downstream (41212021) PHOTO POINT 30 UT6 R1— upstream (41212021) 1 PHOTO POINT 30 UT6 R1— downstream (41212021) 1 PHOTO POINT 31 UT6 R2 — upstream (41212021) PHOTO POINT 31 UT6 R2 — downstream (41212021) Dry Creek Mitigation Site Appendix 2: Visual Assessment Data —Stream Photographs Dry Creek Mitigation Site Appendix 2: Visual Assessment Data —Stream Photographs Stream Area of Concern Photographs Dry Creek Reach 4 Before — Localized Erosion (11/4/2020) After —Repaired Localized Erosion (04/2/2021) Before — Localized Erosion (11/4/2020) After — Repaired Localized Erosion (04/2/2021) After — Repaired Localized Erosion (09/16/2021) 1 After —Repaired Localized Erosion (09/16/2021) 1 STREAM CROSSING PHOTOGRAPHS Dry Creek Reach 2 - Looking Upstream (1011212021) 1 Dry Creek Reach 2 - Looking Downstream (1011212021) 1 Dry Creek Reach 2 - Looking Upstream (1011212021) Dry Creek Reach 2 - Looking Downstream (1011212021) Dry Creek Reach 4 - Looking Upstream (1011212021) I Dry Creek Reach 4 - Looking Downstream (1011212021) I 1 Dry Creek Mitigation Site 4- ' Appendix 2: Visual Assessment Data -Stream Crossing Photographs UT1 Reach 1- Looking Upstream (1011212021) 1 UT1 Reach 1- Looking Downstream (1011212021) 1 UT1 Reach 2 - Looking Upstream (1011212021) UT5 - Looking Upstream (1011212021) UT1 Reach 2 - Looking Downstream (1011212021) UT5 - Looking Downstream (1011212021 1 Dry Creek Mitigation Site 4- ' Appendix 2: Visual Assessment Data -Stream Crossing Photographs VEGETATION PLOT PHOTOGRAPHS FIXED VEG PLOT 1 (911612021) 1 FIXED VEG PLOT 2 (911612021) 1 FIXED VEG PLOT 3 (911612021) 1 FIXED VEG PLOT 4 (911612021) 1 FIXED VEG PLOT 5 (911612021) FIXED VEG PLOT 6 (1011212021) Dry Creek Mitigation Site Appendix 2: Visual Assessment Data —Vegetation Plot Photographs FIXED VEG PLOT 7 (911612021) 1 FIXED VEG PLOT 8 (911612021) 1 RANDOM VEG PLOT 9 (911612021) 1 RANDOM VEG PLOT 10 (911612021) 1 RANDOM VEG PLOT 11 (911612021) RANDOM VEG PLOT 12 (911612021) Dry Creek Mitigation Site Appendix 2: Visual Assessment Data —Vegetation Plot Photographs APPENDIX 3. 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N O O •--I U O. = O..� = O OJ Q OJ Q O bA f0 E bA f0 E i f0 E i f0 E N OJ O U rn o w z z z o w w Y v o o Q Q rn i o lool D u u O 2 r z W a a W x a Y a M Va C O c c I } w a � -0Q � w O ' W o a z 0 z O CL m E a`.. a -W y a m M `-° a o r Vai > w a ai s w �OJ E j r o u z o •- C a v L' O a t0 t0 J a ut � u -0 ti ar ti ar N o d o O0 m 00 m 00 m Ol J W ti y t'i y OJ a IWL Y ,m, N C o a o u ii o 2 a` a` a>> o a o a Q Ca a` a o vm M k § 7 � e e � m e e \ m$ e/ % e � m e e \ m/ > a d e � m e e \ m$ e m m � \ m $ §Ln a m m � \ e/ m/ > a d Ln m m � \ m $ 2 o m e m e e \$ E { m e ® o — Cq m e e \ m o > a d Zt u rj m e e \ $ ƒ e m erlj m m/ m/ 0 m erlj m m/ LLJ u u u « E S c k q �' �— w w w w w w w w w� ' § k E E E E E E E E E E E e e e e e e e e e e � E 0 J 7 } ± 0 u \ CL \ \ \ ± /_ E 7 o 3 o___ 3 e 0 = _ \ } ± R i W : \ � — ± J/ / J / of e Ln u m c u 22 c \ u ± / § \Qj c � a / 0 2 C3 L \ : / \ \ \ 2 \ k ƒ Q 3§ 2\ 3/ c c c 3 \ / ' \ / / f f f \ g /aj / a ± E 0 E - { / E E ) _ C J 2 \ \ ] \ [ j \ E j \ E j \ / E § J \ } E / e M k § 7 � e e e e » � \ /\ % 2 e e e » e � > a d ® e e e » N a e m e w m m % / § a m e w m e m \ Ln 0 m e m m% a k m e rlj e m m\ E { ® — 1 rj e � m e o m o > a d ® 0 rj e rlj m m\ a e m e m m% Ln ® — m a. T m e m e o m� > a d ® 0 m e m m% a LLJ u u u « E � ` k q �' �— w w w w w w w w w� ' § k E E E E E E E E E E E e e e e e e e e e e � ro E 0 J 7 } CO 0 u \ CL \ \ \ ± /_ E 7 o 3 \ 3 e 0 = _ \ } ± R w i W : \ 3 3 ± ƒ J / J / e / Ln / m c u 22 c \ u ± / § \Qj c � \ : / \ \ \ 2 \ � ƒ 3§ 2\ 3/ c c c 3 \ / ' \ / / f f f \ g / / _ / / aj a ± E 0 { - { / ( ( ) _ C J 2 \ \ ] \ [ j \ / j \ / j \ / § J \ } e M k 0 7 � e m \ _ /» _ INm \ % e \ e \ 2 _ % = e d m i % r- 5 % 5 5 \ ® / 2 a e g» m% m g e= q =% c_ / g » m % m g e = 00 _ % \ = \ q � k � g» m% m g e= q =% ƒ e\» \ m e m m 2 » f _ � \ m e m m 2=%» g N%\» rro 0\» \ m e m m 2 » f LM a UJ u u u « E S c k q �' �- a) a) w w w w w w w w ' § k E E E E E E E E E E E e e e e e e e e e e � E 0 J 7 } ± 0 E u \ 0 = " m /_ E 7 0 0___ 3 e 0 = _ \ } ± R � i \ : \ � 3 ± ƒ J / J / e / Ln / E m c � u 2� c � � \ u ± / § \ c � / 0 2 \ : / \ \ \ 2 \ k Z � ƒ ) ) ) � / / f f f \ g / / / ± \ U E - { / E ( ) _ / J 5 2 \ \ + ] \ [aj j \ E - j \ E - j \ / E § J / \ } e c \ \ 2 / ] 0 » o / e � / > / e = c # \ \ > e = e \ # } � � } / ) § o = o # / 0 « N ® $ a e / > o e e e # e \ _ } \ § §§ e e e e e e e e e e e t 2 I k Ln�� LE LA E = 4 ] S ° c / -, ) \ \ / _ \ / e 0 3 a } c \ \ \ .� J o \ \ ® \ E \ / E / t 2» a 8 e 3 4 G/ 2 e k$_ g/ e z= u z k 5 2 § \ \ { c j 0- c\ o )u&k� \ c� c §§§§ Qj § c ` k § § § 4 A % \ % $ y § § ; cli Lj 46 / / \ § _ � \ « § ) \ ( ( \ \ \ \ \ \ � \ F F ) \ ) ± m u = A cli ) c \ \ 2 m ] ka/ ® m=\ N m z= 2 ®/ / 2 o N % ; o \ w m=\N m z= 2 ®/ k m 3 m e » # e$ ®\ a/ ; _ o \Ln k m 3 m e » # e$ ®\ K0 e N = e\ e m m m/ / 2 o ; o � \ e= e\ e m e q m 00 / 41 \ § � § c u c u c u c u c u u§ m §« CL e E E E E E E E E E E e e e e e e e e e e e t 2 I k Ln Ln�� LE Ln E = 4 ] S ° c / � ) 0 \ VA E / _ \ \ c C0a.� \ J} o \ ® \ E � \ / E / t a 8 e 3 4 G/ 2 e k$_ g/ a- Of e z= u z E 5 2 - § § \ \ @ � qj \ k & [ a k 2 c c c § c § § § § c ( j § § § § c ` \ 4 coQj % \ % $ / / / 3 / y § § ; 46 o / / \ 0 _ \ « § ) \ ( ( \ \ \ \ � \ \ 0 ' ) \ ) 'm ± ± u = A cli ) APPENDIX 4. Morphological Summary Data and Plots O nj C V N O C O O N W O O � N ti O O C N C m 7 O O w N O 0 V O N ti cJ l0 ^ ri N ri 0 O m r N C O W rvl T C C N^ O C O N V x l0 N O N O x O O '2 � ry �O I� C ri � ri O N N cJ ri O O �E N ea Q Q wag! Q Q Q w L \ w w o o O ,� N o O O O m w Y `/ a L r r L^ -_ 3 o m 9 � "Y m u m o c c m o c m Y o o� `t E 3 - E V s E E m K •O � 0 3 E �' a 9 9 m o O roN Lr 1-4 0 a� o6 o n L tm--, o~ % O oo O N O N� M K C C ri 0 0 0 O O � N W Lri � � N M K C I� ri 0 0 0 O O � N O O w N d N ti cJ l0 ^ ri N ~ O N C O ri l C N ^ p O N V % l0 m O l0 O l0 w oN N O � N m % rl Op O O m V O N cm r^ N O �O N C mu � O d L � O m w L L Y o o v o o c c s a o a U> Q a x Cl T m = a m Y m o a° o m m `t `m cc o o c m m 3 c o a u c m m Y N o u E 3 01 0? rc"o = mm j a ~ — ,� m v v o a o; o 9 m N m N Y K N N � 0 C 3N 16 9 E E o 7 o n o ,-i ro -i g o 0 0 O C N N M x O C W m O N T O W N r C m C N O ti r O N O O � N C ri O O O O N 0 O IN C O C N OC W O ri � � O ri V m ri O O O 7 a w n m A O W O^ O N � N O O V � V O r 7 ri ri O u ri O O W � 3 x 0 C W C ri m I� ri C T ry y x W m � Z Z Z Z Z E w 'a+°- 'E o o o \ w o o O ,� Y Y p p v m m N Q V a t m\ - wm o r A Ao o o= o " r s c °' a° s a o o m u 3 -ao a u j Q a x Cl T m = a m n m Y oo m o a° o o Y a o E o > o m Y N m c o m m 3 c ° m -=-o u wm m m° a s '� \ u 3" o s° m - v m a o u .. ow _ m v E o m = r u �o ,;; E E a 3 m ¢ � N a s � f0 0 3 v E E E x n o n N 0 m^N c vi No a o 0 0 0 o � ro c y m o w m o w c o 0 0 0 ti o o n N o o u a ,m Mr+ o 0 � g x o 0 a o a o O n N o ac �o o o N O o o u m o 0 � g o d m N y w N ro n o 0 O 0 o ro N ro ro N mo 0 0 g IN o 0 7 a w n V � � m r 7 � O r c N Hd+ `� o 0 � a01c o o m o 6 6 a N 1O j m a c a m c n c N w ac m o o m m c 0 � 0 x o o 0 m � z z z z z E w x x x o 'E o o o \F Fw w 0 0 o x w N o o� o o m x w Y V Y m v T a v 3 3 a m N v 0 _¢ o= c-ao o E.a s a o o o a> j Q a x Cl T m = V m a o E o m > '3° `t c o c c m o a u c m m Y �a s N u o E 3 01 0 ? s c mm j a— ~ m v m v o u ov O = r u a 9 m mN m Y K � 0 3 v o� o� 0 g2 a C 00 C N C CIO a s m m o1 o1 a ti s a ry m �n a �n s m m m o n n n O � � � V O � a�i O ';, a a� m ti a o o cq a cq ti a ry Q m ry Lq a s N m m m o m ry m ti �n o p O u � m m cq cq o o ,y � o "! m o cq cq m Q'f. '"! o a a �� ^. o ry o't °q o v rv o a ti m o v -q ti a Ln ry ^! m a a v LQ S^ o ry Ln Ln a o m a a� o5 ^ m^ m a a ry �m `n °� Z Z m m � m m m m m o m y � C M M M O p t' vvi m m a a o o m o Q Q m m m N ^ 06 ti a^ m m o 0 '+ m 1O o^^ �n Ln 1� m o 0 V� 0 �� 0 0 m m ry Q o 0 0^ Q Q ^ m m ^ m^ N ti o ry m� rq o� m cq 1� m o rm rm oq a ti m a ry Q Q d ry ry m N o o� vi m o v m m ti o ti m m o t'i t' t' N ry ry ip LQ cq a o N o 0 cq ,n ry o "' "' ,� o N m m o ,n ,� ti cq cq o r .-v � v �^ r � o o °� � c � O1 ti ti a m a o o o ,n `� m o o o� mc� m o m o o � ry ry 1O ry o ip ry m a o v rv� ry ti a^ mo o d ^ ^ m m a °� m o m m °� m o o s O1 x x x x w ° -o o 4To lo o a a n_ n_ a t z To z lo- v L m z > 3 3 0 o a v a m 3 3 0 o a v a m 3 3 0 o a v a m = Y Y o o c v o o f u = = o v 2 w_" o f u = = o 2 v w_ o f u v = m m o= — aY 3 m m m o= a 3 v m E m m o= 3 m 3 ° Y _ = 3 ° Y _ = 3 ° m V y m V y m V c m c c m c m c c m c m c c m O c Gl 0 O c Gl E 0 O c Gl E 0 s § }2 �]§ § § \} \} §\\\ \}\\\\\\\\\\ 6�.4C6 �,�,� �,z=�r�zz § § \} \} \§\\\\c\c \ }cgcq m ccq oi § § :: ;§\S.)§\\;e»S;§2) S;]2) \rql3S;\2) cq fff£££\{\\ fff£££{{j\ )\\}\\} §—�!§— \ ) ) m E E 3 tA m m 0 x x x X 0 I,- N c-I 00 `~. V V 00 c-I c-I c-I c-I Ol lD O Ln n � O m in N o ti N m o O c tD O v1 00 2 ti n O v 0 O N ti n O I� x � w m ti ti ri W V W p6 N N � o ti O r V 4 m o O °° c v o m n ti^ ti ti m v N x N N ti OLn ti mOm W O o0 n V V om o6 N o v a o o m ti o c-i U N 0 0 ti O O O O c LP 0 0 tD N cn �? mmo rq I, in tD O m v? O c-I c-I m O m lD V m N m N O V 7 ^ s s O O O O c ^ o o O �n Q Q w Y w Y - O Y Y ) aJ 00 C t t UJ UJ v /o K K N t w t t bD v UJ L UJ w L N L T .+ w m \ m 0 c 0 X UJ L s bA c w bA c Q UJ •U .+ 7 t bA c L `� bA c '� UJ UJ 0,0 C7 o \ Ln pp w o o¢ Q a aj o aj J p Q V) 3 + 0 aj a n N v J O Q Q\ o\ m Ol w i - c \ s U= N UJ w N O N O UJ m 7 U- UJ > i i CJ U bD UJ N V) UJ V) = \ o U \ V 00 O Y o= 7 O U s c aJ Y c w �. w `� O CL O O - w O w a' c�c UJ 3 U w 7 Y K \ w (y0 N O CL c N Y c C N s i\ O +E ., Co o c 0 c m o c c ro o o a 3 co '^ a aJ m v7 3 LL O U (o .. U c O aj s aJ io \ 'ORw m cLi "O U u N O U c f0 = a a s U v) p 0 O Y c N o n f0 m O a+ o a a a T Cm G 3 N m m 0 L m Gl w E m L m m 0 to C O c O 2 aJ c v aJ U T 0 rl N N W O O N p^j N O m z W U bA aJ � .Q ,y CL Y N C O 0 N N c-I N c-I an Ln 00 Ln N c N p o � ti ri nj O O m o^ m o ti ti lD 00 O X I- Ln N 0 0 m m c-I Ln m cy c-I N ON Ol m 0 � � o Ln L O ti Ln c lD lD c-I Ol N W lD Orq `~ c-I c-I c-I oo ro n V U N 00 N N Ln N c-I m Ln to 00 m U n Lc1oo Ln c-I N N Ln W O V c-I c-I m N `~ c O W W n n U , ON O O LNp o 0 0 O m o O OLn N LD c c? Ln lD ro O 00 ^ an 0 V lD lD lD O � O 00 m V m m N N Ol O U N ^ s s O O O O c ^ o o O �n 0- 0- w Y w Y Y Y CD aJ C L L 0 0 K K L w L L bD Y aJ w L K m O co O X aJ L bD N bD Q •U 7 t bA L w bD vt aJ aJ L7 O Ln pp s c c w - c o Q Q\ m m w m m Q Q a, v oa w 0 m� 3 m-. w a n v o\ c + J'OR io Cr 2— c 0 L aJ aJ V7 J m N 7 aJ 7 aJ i m bD N N N\ U V O \ U= w w O O_ m U—> i CJ U aJ aJ = o \ 00 — o= 7 O s c Y w O O — — m aJ U 7 LlJ +' c Q Y U aJ c w CL CL O v O w c� (y0 m Y c m O CL c N Y c C m i\ O o c 0� c m o c c m m = m o o a 3 N Ln O m m n i'"i d s m v A o~ N m m \ t l 00 a U m c a a a m V m t c m aJ V c m o aJ cu U m s N Q' m U o Y C Y Gl O c m o i •� m y O O 0 o a am a Cm G 3 N m m m 0 L m Gl w E m Gl N m m 0 10 C .O C O 2 aJ c O .m on aJ aJ U T 0 rl N N � O O N p^j N O m z � U bA aJ � .Q ,y CL Y N C O 0 � x x x x m O m N c-I W LQ lD O ti N cy N N N c-I O tD D rf1 N � o nl m O N W m m 'n o r, r-, m^ o ti ti tiLnti m v m 0 m m m o o lb m o N I� x c� N m ro ti m OR cy o0 O O ti c v1 O o0 O lb -1 O v1 ti ri ri �o ti m ti 0 ti ti v vi n 0 x �o m m v m m N m r, O r, LP o6 cm G n c-I N c-I N N Ln c-I N c-Iq r1l Ln m m N to lD O N O O ro (nl .--i a m �`! O O ULr ti O O N tD' o O O O N v1 c m ,n c-I ti m m r, V Ln lD lD N N O m I� m m N N 00 O ^ s s O O O O c ^ o o O �n Q Q w v N m Y w v Y O Y Y aj m C t t UJ UJ m t w t t bD L UJ w L N L T �+ w o \ m 0 c 0 x UJ L s bA c w bA c Q UJ •U 7 t bA L U bA '� UJ UJ C7 o \ Ln pp w m m¢ Q a a oa a J 0 Q V) 3 + 0 a s n m v J O Q Q\ o\ m m a w c 0 \ s U= aJ UJ w N O m O UJ m 7 U— UJ > i i CJ U bD UJ N V) w= V) \ o U \ V oo O +-� Y c 0— Q w 7 Y O U s J8 c aj Y c w �. w `� O d a- O O — UJ O w a' UJ 3 U w 7 Y d' - w m m m Y c 0 w c m m O o d c c N Y c c m m °m m s c\ O ., o o c m m '^ w a-s a m J aj m o~ N m m o o m a \ 3 Ln 3 LL '^ O U m .. U c m aj a L aJ aJ io v) \ o ut m u m aj "O U u m m U c m = a y s U v) o � O Y m o m o O O i+ c C Rl o a Ia A m CE G 7 tA m m 0 L m Gl w E m L m m 0 to C O C O 2 aJ c O on aJ aJ U T 0 rl N N W O O N p^j N O m z � U bA aJ � .Q ,y CL Y N C O 0 � x x x 06 oLn m m N m Ln p N o cy c-I N rj c-I rj c-I c-I V � Ln O C c-I cy O x m ti ' � N c lD m m O rqO V o0 ti p n c-I o0 rq rq Ln O D m U N x P o6 O � � � � m N � ^ O N o0 cy p rqLn Ln v p m m O oo Ln rqO Ln LD c-I cy N O N m c-I ti c-I .--i U ti O c-I c-I O o6 O O O o0 O p ti LD LD O m 0 N c .4 p � LD m m N ti N o No" 0 0 ^ s s O o o o c o o O L L Q 0 Q 0 w .� K � K L Y w L L bD w Y aJ Y w L '� K m t Y Y Y O aJ \ 00 c O x aJ L � bD N bD Q aj •U 7 t bA L w bD C vt aj �� aj 0 O Ln pp w m aj m 2E+ ma ma Q aj E L aj oa aj J 0 m� N 3 0 aj a — n m aj J O Q Q\ o\ m pl w C 0 \ s U= aJ UJ w N O m O 7 UJ m 7 U— UJ > i i w U bD UJ N N UJ N\ = o U \ V 00 O y Y C 0= Q 7 O s C Y w w O O — UJ O — m UJ a' UJ 3 U w 7 Y K \ LlJ Y m m� m Y c 0 aj n c m O d c N Y c m O\ O a 3 ., o aj aj v,m o oco m O Ll '^ O U U 1 aJ aj N \ m u Ln "O U m aj L u m m io o U aj c m = a y s U Ln p 0 O Y � m o m o O O i+ c C o a a a A Cm G 3 N m m 0 x x x r 00 of o 00 o v w m O ^ o 0 00 ti o o ni ti tiC,6 0 c cri 0 � m N m v ti m cl 0 Ln O 0oo o r o o m r^ Lnti ti 0 � o N � U v7 O N lLn cl 00 Ln Ln O 10 p N LnV N m N c-I Ln c-I O Ln ti� V o0 lD q oq O D m 00 O N�� n N o an cy O O m N .ti U .ti 0 0 N m 0 c n o v m ti o m o O O � m p cy m c-I c-I N lD ry Ln O Lj v) v7 ^ s s O O O O c ^ o o O �n Q Q w v N Y w v Y O Y YLn aj m C t t UJ UJ t w t t bD L UJ w L N= >_ �+ w o \ m O X UJ L s bA aJ bA Q UJ •U 7 t bA L U `� bA '� UJ UJ C7 o \ Lf1 pp w o o¢ Q a a oa a J p Q V) 3 + 0 w a n N v J O Q Q\ o\ m Ol a w C 0 \ s U= aJ UJ w N O N O 7 UJ m 7 U- UJ > i L CJ U bD UJ N V) UJ V) = \ o U \ V 00 O y Y C 0= Q 7 Y O U s C aJ Y C w �. w `� O CL O - - /o UJ a' 3 U w 7 Y K - \ w Y m (o Y c 0 aJ c O m O o d c c N Y c c ro O s O\ O o o o o a 3 O LL O U U .. U O aj a s a aJ io v) \ o Ln m u aj u O O U C f0 = C1 a s U v) p � O Y c N o m a+ o a a a Cm G 3 N m m m 0 L m Gl w E m L m m 0 to C .O C O 2 aJ c O on aJ aJ U T 0 rl N N 00 O O N p^j N O m z a, U bA aJ � .Q ,y CL Y N C O 0 � x x ti o m c� m N O N pN o O O c O ti m O O x m O O -! m m v m ,' O O OR o ti oo r-� ti D O Ln tiLn � c O U v7 N r N ro N n N c-I m 0 V •--� p N V V N m cy Ln V O m O p p m oo V nn V 0 V Ln �`! cy N o O ti o0 ti n ti U ti O O ^ N O O O oo p" O O oo m m O to O V O ti O ^ s s O O O O c ^ o o O �n t t Q UJ Q UJ w v N m t Y w t t bD w v L UJ Y w L N L T Y w Y o m \ C m O X aJ L bA N bD Q aJ •U 7 t bA L U bA vt aJ aJ L7 O \ Lf1 bn w m m¢ Q a L a oa a J 0 Q v) 3 + 0 a s n m v J Q\ o\ m Cn w C 0 \ s U= aJ UJ w N O m O UJ m 7 U— UJ > i i CJ U bD UJ N V) UJ V) = -0—,o U \ V 00 O y Y C o= Q 7 Y O U s C aJ Y C w K w w O CL _ O O UJ O cw UJ 3 w Y K ( \ w (y0 m- m Y C 0 v) c m m O o CL C c N Y c C m C m m s i\ O a 3 ., o m o o O LL '^ o U m .. U c 1 aJ aJ v) \ v1 m u "O U m aj L u m m io o U aj c m = a y s U v) o O Y m o m o O O i+ c oLL I 1 10.1a a m m CE G 3 N m Gl N m m 0 x x x x C; Ln do o0 p lD N I, LQ m 0 o 00 N O ti v1 m N V m o0 O C 00 N O ti r LD O1 p lD m I, N ti N N o 00 O v rj m N . C ti � N O O O O p m n m N m 0 m m O o0 lD ti V m p o0 n'1 0 o0 V O ! N N O W o o6 N O ti I, m N ti U m ti O O ti ti O O O ti c O QD ti O ^ s s O O O O c ^ o o O �n Q Q w N Y w Y Y Y aj 00 C L L 0 0 L v L L bD Y aJ v L ,o L Y v v o \ O X UJ L s bA aJ bA Q UJ •U 7 t bA C L w bA C '� UJ UJ C7 o I1 bD w m ajoa m¢ Q a .Lap+ a a J p Q V) 3 0 a s - n m v J O Q Q\ o\ m Dl w aj C 0 \ s U= aJ UJ w N O m O 7 UJ m 7 U— UJ > i i CJ U bD UJ N V) UJ V) = \ o U \ V 00 O y Y C 0= Q 7 Y O U-o s C aJ Y C w �. w `� O D_ _ O O — UJ O — m UJ a' cw w 3 U w 7 Y D 0 w (y0 m-o m Y C f0 " c m m O o D_ C c N Y� c C m C m� m s i \ O ., o m o o a 3 3 Ln LL co '^ O U m .. U O m aj 1 L aJ aJ io v) \ o Ln m u m aj "a U u m m U C m = C1 y s U v) o 0 O Y � m o m i+ c o a a a A m E E 3 N m m 0 L m Gl w E m L m m 0 to C O C O 2 aJ c O .m on aJ aJ U T 0 rl N N W O O N p^ N O m z > U bA aJ � .Q ,y CL Y N C O 0 � x x X m 00 N O 00 Ln m o w `D m o c-I °ti° o Lm n Ln O c-I N r.q cl O ro V cy O V Ln O O Ln m m m O W m O ti W tD m O O r' o6 ti N O C N LD Ln W m O n o (xp 0 m Ln I, Ln O Ln cN-I c-I N N N c-I ro n Ln O Ln Ln Ln O Ol O V O -a N N N `"� Ln Ln O 0 0ti U t�D •--� O O ^ O Ln O O W O ti -a O O O O pp O n pp U N m N c-I O ri ^ s s O O O O c ^ o o O 1 L L Q 0 Q 0 w K N K 4. 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Y a, u U N E u m T 0 T O O_ N *' 3 s � V C N y p� C V 7 � O V N o. O o O O O O O 0 4 � 0 ti E _• H in o � a 0 0 0 0 a` Li m a 0 U > a a m a U N O O o m w� (�) O io anl;elnwn:);ua3aad o 0 0 0 0 0 96 O, 8� O� d2 Ol �l S 9S� 08 � l 8� l 06, c 3 a 44 s � V M m w � 9l Y m U u_ V > & > C C � m a S d 8� r nt S�. O Srr O � 900 O O O m O O w � O 0 O � O a O m O N O - O lua3aad ssel:) lenpinlpul 41 c '+� N O 7 00 m m m O I I m O O O O O O O a m E M u J, m as � � m CO O- - - - N N - - - .~-I - N N .--I O u u N a O 00 N V1 V1 tD N N tD V1 1� V1 N N .--I O C 7 H � O U ua I� N 7 7 ti Oti �n v �n .-I N M .-I LD t m a as t a E x tD N .--I N cl 0 0 a0 O tD O O O N N M v1 7 7 tD 0� m 0 � tD N N N 00 ON co 7 O ~ E N E O O O p ""I N N 7 V1 00 .--I N M V1 n N E O CD N n N Ln 0 0 a0 O tD O 0 to N N v1 7 0 � N ti N 7 E O O O 00 .--I .--I N M 7 tD Ql .--I .--I N M V1 O O N C E H O a a 5 E E � O � O E> I T Y N m w O N u LL i.� O O N N u u O O lu w m '—' al C O u w > al > al > C i.� C LL O U O u al > al > {_ �n E �n Ja Ja E �n E �n Jp m t to m E V N ^ a0 O a) N 3 a L u � E m � y � II II II II II II m u s v ° v u U N E U m T 0 T c 0 a *' 3 � V C N y p� Y aL N C V 7 � O V y o. O o O O O O O 0 � 0 � H n o Iu a ''E � a nt 0 0 0 0 a` Li 44 m a 0 > a a A cn a U U) O m O o� o � (�) O io anl;elnwn:);ua3Jad o 0 0 0 0 0 96 O, 8� O� d2 Ol �l S 9s� l °s c 3 a 44 s � V M m w � 9l Y M U u_ V > & > � m d 8� r nt 1�1. O Srr O 9°O O O O m O O w ` O 0 O m O O O O O lua3Jad ssel:) lenpinlpul 41 c '- a f0 co .-I m m M � M co M m M .-I m co M V1 m V1 tD 1� I W m mm co m m o O 0 O 0 O 0 O 0 O 0 O 0 O a m E M u J, m a m � u u N 0. 00 M CO 7 7 .--I .—I N N V1 V1 tD CO m C 7 0 O U ua M co v v .-I M N M N N 0 t m 0. a M tD CO a) In E x cl cl O W O tD O tD N N v1 7 O W v1 tD .N-I N O oo O co O f0 H E N E O O O � N � N M V1 N N n N E m E O N noo �/1 0 0 CO O tD O 0 to N N v1 7 0 co c � ti N 7 I CO M 7 tD Ql N M V1 O O C E H o N N s E E lu O l O E> T Y m:� J N U LL i.� J J N N U U J O > LL u O u N > N > N > C LL C LL u O u O u>> N N E E Jo Jo E E Jp N m n m E CO N tD O 3 a L u � N E � y � II II II II II II 0 u in in in in in s a? Y a, u U N E U d T 0 T c 0 a *' 3 V Y a C V 7 � O V O o O O O O O 0 4 � 00 E IN O 1. u a � a 0 0 0 0 a` m m a 0 R n a U N O m O oa O (%) O ` io anl;elnwn:);ua3aad o 0 0 0 0 0 96 O, 8� O� d2 Ol �l S 9s� 08 l 06` d °s +, c S E V M y �F E m w � M M U u_ V > & > � C C m a S a 8� r nt sa s�. O Srr O 900 O O O m O O w ` O 0 O O O O O O lua3aad ssel:) lenpinlpul 41 c '+� a E E u m as � � u u N a C 7 H � O U u0 N m M- ao M rmLn m a as a0 Ql ti M 7 '-I .-I I- E O '-I O O W O tD O tD N N M v1 7 7 tD O m oo oo W v1 tD .N-I N O O O a1 H E N E O O O rl N N 7 V1 CO .--I .--I N .--I N M V1 N N n N E O N noo �/1 0 0 W O tD O O to N N v1 7 0 oo c N ti N 7 7 V1 CO .--I .--I N M 7 tD m C E H 0 al E al 6 E E aj O a O E> a T Y f0 cr J N U LL L J J N N U U J O aJ '—' al C O u al > al > al > C i.� C LL O O O u al > al > E E Jo Jo E E al Jp Lj t a b cY OL 0 J �A W n m E O y M N t6 N a0 3 a L u � aJ E � y � II II II II II II a1 u s a? Y a, u U N E u m T 0 T 0 a` m m a 0 O U� O N *' V C Y m V 7 � O i V N o. a A cn a U N O O O o m w� O O O O O 0 4 � 0 ti O N u a a 0 0 0 o (�) O io anl;elnwn:);ua3aad o 0 0 0 0 0 96 O, 8� O� d2 Ol �l S 9S� 08 l Sal 06' N 99 3 a 44 s E V M y �F E m w � 9l Y m U u V > cp S d 8� r nt S�. O Srr O 900 O O O m O O w � O 0 O O O O O O lua3aad ssel:) lenpinlpul 41 c '+� L 7 N N N N N 7 7 7 7 V1 V1 V1 tD tD 1� CO m m m O O O O O O O a .--I .--I .-I .-I .-I .-I ci E E u m as � � � � y � .�-I .�-I •--I .--I 7 M M 7 V1 V1 1� Ql CO tD N .--I O u u N a 0 .�-I •--I .--I 7 M M m 00 � C H O 0 U V0 .--I .-I .--I .--I Ln m a as M .--I N .--I 7 7 7 tD a0 a0 Ln E tD N .--I N 0 0 W O tD O O O N N v1 7 0oo m 0 co tD N N N oo 7 O ~ E N E O O O p ""I N N 7 V1 CO n N E O N n N �/1 0 0 W O tD O 0 to N N v1 7 0 N ti N co 7 E 0 O 0 O .--I O O .--I N N 7 V1 a0 M N > C E H o a a s E E � O � O E>, T f0 :� J N u LL i.� J J N N u u J O w '—' w > C LL N O u w > w > w > C LL C LL N w O u O u>> al al E E Jo Jo E E Lj Jp al m t �76b ,bb0 �p,� 026! 0 In m E EN O 00 00 O 6 M tD 3 a .-I N L u � E aJ � y � II II II II II II a1 u O O 7 3 2 m N 4 m 0. rl C Cd V N y O o O O O O O 0 4 � 0 ti v l O U I u I1 N � 0 0 0 0 a` Li m a 0 U m A -_ a U N O O m w� o (�) O io anl;elnwn:);ua3aad o 0 0 0 0 0 60, 8� O� d2 Ol �l S 95� 08 l 8� l 06' .69 - 44 V V N m 9 H N f6 w � V N 9l s N 7 jr w � � ~ u cP � 9 d S d 8� r nt S�. O Srr O mini 900 O O O m O O w � O 0 O � O a O m O N O - O lua3aad ssel:) lenpinlpul c '+� a 0 E 7 v .-I o .-I .-I O M M M B M ao M m M m M m M O n M O o 1 ao 00 n m o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a E E M u J, m as cc � u u N d C N .--I M 7 .--I .-I .-I V1 00 m m M O � C 7 H O U V d~ Ln t a1 d as In _ E O '-I cD O O W O tD O tD N N M v1 7 7 tD O Q1 oo W v1 tD .N-I N O m H E N E O O O rl N N 7 V1 CO .--I .--I N .--I .--I N M V1 N N n N E O N n N N un 0 0 a0 O tD O O to N N v1 7 0 N ti N 7 0 0 M 7 tD Ql C E O a (u 5 E E O O E> u Y N R7 w O N U LL i.� O O N N U U O O w t! N C u O N N N C C u O O N N E E Jo Jo E E Jp to m E a o 4 ao as '-I o CO 3 a L u � aJ E cc y a II II II II II II a1 L u 0 3 v v s a ° `c u U 'n E m' m O c O O M O O 3+ s y � � � s y V V f6 m C � 7 O V N N o. O O O O O O O 0 4 � 0 ti E E W 0 U I w I1 a � 0 0 0 0 a` m m a 0 U m a m cn a U tll O O m w O (�) O 0 anl;elnwn:);ua3Jad O O O O O O 60, 8� O� d2 Ol �l S 9S� 08 ■ l 8� l 06 �9 C 44 E u m � f0 9. H O V f6 U ■ 7 r I u_ cp � 9 d S d 8� r nt S� ■ S�. O Srr O � 900 O O O m O O w � O 0 O � O a O m O N O - O lua3Jad ssel:) lenpinlpul '+� c E � .--I N N M M M M M�� V1 tD 1� W m Ql O O O O O O O O O a E E u m � a � u u N d C 7 H � O U V d Ln t m d a M N CO COLn E x O '-I cl cD O O W O tD O t6 N N M v1 7 7 tD O Q1 CO c-o v1 tD .N-I N O m H E N E O O O rl N N 7 V1 CO .--I N M V1 N N n N E O cD N n N Ln 0 0 CO O tD O O to N N v1 7 0 I oo I I ti N 7 E E 0 0 .--I COoo M V1 O O (u E H mv O (uC 5 E E � O � O E> I T Y J N u N N u u J— O > LL u>>> LL LL O u O u>> N N {_ E JO JO E E Jp m t m to m E y^ 0 0 0 0 000 CO 3 a .N-I L u � m E cc y II II II II II II m u 3 a o Y — s a a ci N U N C T O a o o 2 M O O L N V V y i O H C � 7 V N N o. O o O O O O O 0 4 � o ti O N U u_ � a � 0 0 0 0 a` Li m a O U _ R 4 a A cn a U N O O m w� o (�) O 0 anl;elnwn:);ua3aad o 0 0 0 N 0 .� 0 60, 8� O� d2 Ol �l S 9S� 08 l 8� l 06' .69 C 44 O i L N V w 9' H to „ M % m H -0cp U rr W � m 9 a S d 8� C, r nt S�. O Srr O � 900 O O O m O O w ` O 0 O � O a O m O N O - O lua3aad ssel:) lenpinlpul '+� c N L O O O N ti CO M .--I 4 M 4-4 V M CO M N m N^ �/1 O 00 �/1 00 CO 00 V1 m O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 C a '-I '-I '-I '-I '-I '-I '-I c-I E E u m � as � � (p � N � N M N N CO V1 V1 tD tD V1 V1 M 1� V1 O U u N a N M N N CO V1 V1 tD tD V1 V1 M C 7 C H .M-I N � O U ua Ln t m a as Ln E tD N cl cl� 0 0 cO O tD O O O N N M v1 7 7 tD 0� Cfl 0 tD N N N oo ON oo 7 O ~ E N E O O O p ""I N N 7 V1 CO .--I .--I N .--I N M V1 n N E O N n N �/1 0 0 CO O tD O O to N N v1 7 0 oo coN ti N 7 E 0 0 .--I O N 7 V1 CO M FIT C E H o a aj s E E lu O l O E> a T Y f0 � :� J N U LL i-� J J N N U U J O w '—' N > CQj LL O u N > N > N > C LL C LL O U O U N > N > {_ {_ Jp Jp E E w Jp al m a b cY to m E EM M p O O y '^ O CO Qi CO O 00 3 a L u � E aJ y r II II II II II II f0 U 3 v - m o s v o Y ci N u N C T O a o o 2 M O O 3+ N t; m L N N i OC f6 O. H C 7 O V N N o. O o O O O O O 0 4 � 00 ti o .�' m U u_ a � 0 0 0 0 a` Li m a 0 U m a m cn a U N O O m o� o � (�) O io anl;elnwn:);ua3Jad o 0 0 0 0 0 60, 8� O� d2 Ol �l S 95� 08 l Sal 06' .69 C 44 O i L N u w 9' H to „ M % M U � cp m � 9 a S d 8� C, r nt S�. O Srr O 900 O O O m O O w ` O 0 O � O a O m O N O - O lua3Jad ssel:) lenpinlpul c '+� m ;' 7 E N .-I N .-I N- .-I .-I .-I N N N M m M .zt 7 �/1 mCO v1 tD 1� 1� W n m O O O O O O O O O O O O O O O O a E E u m a � � u u N a C V1 M CO 7 m m C H � O 0 U M M N v .-I M M �n v �o .-I N 7 ua° t Ln m a a M CO CO CO .-I In _ E m 0 .--I O O O CO O tD O tD N N M v1 7 7 tD 0 Q1 W v1 tD .N-I N oo O m H E N E O O O .--I N N 7 A CO .--I .--I N .--I N N n N E m s O N n N �/1 0 0 cO O tD O O to N N v1 7 0 co N ti N oo 7 E 0 O 0 O .--I O O .--I N N 7 V1 CO .--I .--I N M 7 tD Ql .--I .--I N M 1 O O N C E H o v v s E E aj O a O E>- I T J N U LL i-� J J N N u u J O N ' '— N > C LL O u N > N > N > C LL C LL Lj N O u u>>lul� O N N E E Jo Jo E E Jp m �76b ,bbO 026! � 0 J �A W to m E E7 V N M CO O m -0 '^ m 7 o 7 � Cd .ti m 'M-I 0 00 00 3 a L u � m N E � y � II II II II II II m u APPENDIX 5. Hydrology Summary Data 00 7] ZF14 § 14 § 14 § 14 14 § /�/moo / j)\)[)()(m cu ZF14 § 14 § 14 § 14 14 ( 14 § m , z 14 CL §2§|§| � G N r-1 t� cV O Ln00 N C O � O M N a=� (� L .Lap O f6 +J Z � U pp 1 ,O C N O L LJL 4, Zo N O (14 N O (14 � N O Gl bb � N U Ln �C N C a O y a M N O OL N -0v 2 � a � r 7 U N � C U N N N X M U Z ui * Z Nm Ln 00 L 3 0 N C = N In O Z (14 m -O O ) In C u O �M C 'Z ru ru E N w a 0 (ui) uoi;e;idiaaad 0 m Oo 0 in -Zt m N 0 a, U �a4 a) d L 05 s 0 TZOZ m u0seas Sul AON m 0 lu0 U d das 0 0 bB 2ny m CL a, o w N 4 N N N — 3 L O c w 3 } Inr N O as O i Y a0+ i O unr > 0 .m U Aev I u AV a, °po 0 aeW TZO o u0seas Sul y qaj U a, d :- 0 I uer 0 in 0 n 0 in 0 in 0 in 0 c-I c-I c-I N N m m 'zt (ui) I9n91 aa;eM 't F- � -i T �E O 0 0 2 Zo N O (14 N O (14 �t f6 N U (14 N N U LnC N C OA C r N CN C > M N f6 O v 0 f6 M H f6 0 N — N N u N C M � U x m dE dE N N 0 0 0 0 0 0 N rl l0 � rl M rl ri N N rl ri N N M f�6 m v 0 0 M 0 ri N N N 00 rM-I ci t t Q ~ U ai 9= F— Z) Cf u- Z) u T v U v 0 U O M N ro .F a-+ U u U N 9F m c v ro Q v .3 ro N O N N O bD 0 t aj 0 U 3 ro 9F a O c O a N 0 O a N i+ C N LU W 3 o v LL + N N N Nc O f0 ' i O N U pOp O f0 a Z U 6 v O O U N � N ? 5; C 0 0 (ul) uol;eildhaad 0 c-I Gl W I� l0 V1 � M N c-I O N c O m 00 M M M N N 7 7 7 7 7 (:y) u01;enal3 O a N C cu LU W O N LL N Nc O i cc, � N �j pip O f0 � �U v c '06L v � O O U N � N ? 5; O 0 0 (ul) uol;e;ldhaad 0 c-I m 00 I� l0 V1 � M N c-I C 3 o E af0i I U/ c I o ' 0 0 I I� I 7 00 m oo r, �o ti ti ti ti a a a a (:y) u01;enal3 Sad AON 130 daS Sny Inf unr Aev AV JeW qaj uer 2 (ul) uol;e;ldhaad 0 c-I m 00 I� l0 V1 � M N c-I O I . I I I qMM I I • I I I I I J� I I . I I I I I r I I • I A I I I O I e • v I U) I I c 0 I I o m oo r, N c-I c-I c-I 7 7 7 7 (:y) u01;enal3 Sad daS Sny Inf unr Aev AV CO .Q 2 0 I qaj uer a