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Home My WebLink About20181274 Ver 1_Baseline and As-Built Report_20210901ID#* 20181274 Version* 1 Select Reviewer:* Erin Davis Initial Review Completed Date 09/01/2021 Mitigation Project Submittal - 9/1/2021 Is this a Prospectus, Technical Proposal or a New Site?* r Yes r No Type of Mitigation Project:* V Stream r Wetlands r- Buffer r- Nutrient Offset (Select all that apply) Project Contact Information Contact Name:* Email Address:* Kelly Phillips kelly.phillips@ncdenr.gov Project Information ....................................................................................................................................................................................................................................................................... ID#:* 20181274 Version:*1 Existing IDI# Existing Version Project Type: r DMS r Mitigation Bank Project Name: Lyon Hills Mitigation Site County: Wilkes Document Information Mitigation Document Type:* Mitigation As -Built Plans File Upload: Lyon Hills _100085_MYO_2021.pdf 18.89MB Lyon Hills _100085_As-Built_Record 8.12MB DraWngs_2021.pdf Rease upload only one RDF of the conplete file that needs to be subnitted... Signature Print Name:* Kelly Phillips Signature:* x�l P6fll�s APPENDIX 5. 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BASELINE MONITORING DOCUMENT AND AS -BUILT BASELINE REPORT Final LYON HILLS MITIGATION SITE Wilkes County, NC NCDEQ Contract No. 7620 DMS Project Number 100085 USACE Action ID Number SAW-2018-01784 NCDWR Project Number 2018-1274 v1 Yadkin River Basin H U C 03040101 RFP Number 16-007406 June 19, 2018 Data Collection Period: January - March 2021 Draft Submission Date: June 11, 2021 Final Submission Date: July 28, 2021 PREPARED FOR: 7k� NC Department of Environmental Quality Division of Mitigation Services 1652 Mail Service Center Raleigh, NC 27699-1652 PREPARED BY: WILDLANDS ENGIN EER INC, Wildlands Engineering, Inc. 312 West Millbrook Road, Suite 225 Raleigh, NC 27609 Jason Lorch jlorch@wildlandseng.com Phone: (919) 851-9986 W WILDLANDS ENGiNEE RINO July 28, 2021 Mr. Kelly Phillips Project Manager NCDEQ- Division of Mitigation Services 610 East Center Avenue, Suite 301 Mooresville, NC 28115 Subject: Draft As -Built Baseline Monitoring Report (MYO) for the Lyon Hills Mitigation Site Yadkin River Basin — CU# 03040101 Wilkes County DMS Project ID No. 100085 Contract #. 7620 Dear Mr. Phillips: On July 16, 2021, Wildlands Engineering received comments from the North Carolina Division of Mitigation Services (DMS) regarding the Draft As -Built Baseline Report dated June 11, 2021. The following letter documents DMS feedback and Wildlands' corresponding responses and revisions to the As -Built Report. Report Cover: Add the river basin with CU#, RFP number and issuance date. Response: River basin with CU# along with RFP and issuance date has been added. 1.3.1 Project Structure: Please check the SMU consistence between the As -Built and the Mitigation Plan to verify the correct number of SMUs. Response: SMUs have been updated to reflect the Mitigation Plan total of 5,304.783 stream credits. Section 5 As -Built Condition — Fencing: Please indicate the Sheets where the revised fencing layout is shown. Response: Sheet numbers indicating fencing relocation has been added to Section 5: As -Built Condition. Section 5.1 As-Built/Record Drawings: Log sills were substituted for boulder sills at several locations during construction. Please discuss the overall benefits/risks associated with this change. Response: Due to more availability of material, the boulder sills were switched out for log sills depending on location. Log sills are able to be keyed into the banks further than boulder sills. However, log sills may decay over a long period of time. In our experience, log sills tend to be more stable overall than boulder sills. Based on best professional judgement, the overall benefit outweighs the negative impact logs sills may have. Table 1 Project Credits: Project credits are established in the Mitigation Plan. The Ell credits showing in the As -Built have been increase from 2,100.450 to 2,115.650 SMU. Please review the credits presented Wildlands Engineering, Inc. (P) 919.851.9986 • 312 West Millbrook Road, Suite 225 • Raleigh, NC 27609 in the two documents and insure they are consistent, utilize the appropriate credit determination and describe any deviations. Response: SMUs have been updated to reflect the Mitigation Plan for a total of 5,304.783 stream credits. This change has also been reflected in Figure 2, Figure 3, and Figure 3b. Appendix 2 Visual Assessment Data — Figures 3 (a through c): Please isolate the aerial base map on its own layer so it can be turned off in Adobe during review. Response: Wildlands was not able to find a way to isolate the aerial base map in GIS. Turning off the aerial imagery. Appendix 2 Visual Assessment Data — Site Photographs: Please include a photograph of the perched culvert along Hanks Branch. Response: The perched culvert along Hanks Branch is included in the Culvert Crossing Photographs. There is now a callout indicating the perched culvert and a reference in the report to Appendix 2. Digital Deliverable: Support Files/Stream/Photos: Please add photos of the perched culvert along Hanks Branch. Response: A photograph of the perched culvert was submitted in the Draft Digital Deliverables. It is now labeled Hanks Branch US — Perched. Thank you for your review and providing comments on this submittal. If you have any further questions, please contact me at (919) 851-9986, or by email (jlorch@wildlandseng.com). Sincerely, Jason Lorch, Monitoring Coordinator Page 2 EXECUTIVE SUMMARY Wildlands Engineering, Inc. (Wildlands) implemented a full delivery project at the Lyon Hills Mitigation Site (Site) for the North Carolina Department of Environmental Quality Division of Mitigation Services (DMS) to restore and enhance a total of 9,363 linear feet (LF) of perennial and intermittent streams in Wilkes County, NC. The Site will generate 5,304.783 stream credits. All stream lengths were measured along the stream centerline for stream credit calculations. The Site is located approximately 11 miles northwest of the Town of Elkin (Figure 1) in the Yadkin Basin 8-Digit Hydrologic Unit Code (HUC) 03040101. The Site is located within a Targeted Local Watershed (TLW) as presented in the 2009 Upper Yadkin Pee -Dee River Basin Restoration Priorities (RBRP) which highlights the importance of riparian buffers for stream restoration projects (NC EEP, 2009). The Site is located in the East Prong Roaring River 12-digit HUC (030401010600) and NC Division of Water Resources (DWR) Subbasin 03-07-01. Sparks Creek, Hanks Branch, and seven unnamed tributaries (UT1-UT5; UT3A; UT5A) are located on the Site. The downstream drainage area of the Site is 6,131 acres. The project goals established in the Mitigation Plan (July, 2020) were completed with careful consideration of goals and objectives described in the Upper Yadkin Pee -Dee RBRP plan. The project goals include: • Exclude cattle from project streams; • Reconnect channels with floodplains and riparian wetlands; • Improve water quality; • Restore/improve riparian buffers; • Improve instream habitat; and • Permanently protect the Site from harmful land uses. The project will contribute to achieving the goals for the watershed listed in the Upper Yadkin Pee -Dee RBRP and provide ecological benefits within the Yadkin 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 and planting were completed in January and March 2021, respectively. As -built surveys for stream and vegetation were conducted between January and March 2021. No major adjustments were made during construction. Baseline (MYO) profiles and cross-section dimensions closely match the design parameters. Cross-section widths and pool depths occasionally deviate from the design parameters but fall within a normal range of variability for natural streams. The Site has been built as designed and is expected to meet the upcoming monitoring year's performance criteria. The 20.720 acre Site is protected by a permanent conservation easement with six internal easement breaks for landowner access across the stream channels. The culvert crossing along Hanks Branch was installed on bedrock, and material below the downstream invert washed away during a major storm event after construction. The culvert is now perched but will be fixed by installing a log sill downstream to back up water into the pipe. Fencing was installed at a one -foot offset from the conservation easement and along roads within the internal easement breaks. In three specific areas noted on the as - built plan set fencing was installed just within the easement boundary. In all three locations, the fence has been moved outside the easement at the appropriate offset since the survey was completed. Lyon Hills Mitigation Site Baseline Monitoring Document and As -Built Baseline Report - Final LYON HILLS MITIGATION SITE Baseline Monitoring Document and As -Built Baseline Report TABLE OF CONTENTS Section 1: PROJECT GOALS, BACKGROUND, AND ATTRIBUTES........................................................1-2 1.1 Project Location and Setting......................................................................................................1-2 1.2 Project Goals and Objectives.....................................................................................................1-2 1.3 Project Structure, Restoration Type, and Approach..................................................................1-3 1.3.1 Project Structure................................................................................................................1-4 1.3.2 Restoration Type and Approach........................................................................................1-4 1.4 Project History, Contacts, and Attribute Data...........................................................................1-5 Section 2: PERFORMANCE STANDARDS.........................................................................................2-1 2.1 Streams......................................................................................................................................2-1 2.1.1 Dimension..........................................................................................................................2-1 2.1.2 Pattern and Profile.............................................................................................................2-1 2.1.3 Substrate............................................................................................................................2-1 2.1.4 Photo Documentation........................................................................................................2-1 2.1.5 Hydrology Documentation.................................................................................................2-1 2.2 Vegetation..................................................................................................................................2-2 2.3 Visual Assessment......................................................................................................................2-2 2.4 Schedule and Reporting.............................................................................................................2-2 Section 3: MONITORING PLAN......................................................................................................3-1 3.1 Stream........................................................................................................................................3-1 3.1.1 Dimension..........................................................................................................................3-1 3.1.2 Pattern and Profile.............................................................................................................3-1 3.1.3 Substrate............................................................................................................................3-1 3.1.4 Photo Reference Points.....................................................................................................3-1 3.1.5 Hydrology Documentation.................................................................................................3-2 3.1.6 Visual Assessment..............................................................................................................3-2 3.2 Vegetation..................................................................................................................................3-2 Section 4: LAND MANAGEMENT AND CONTINGENCY PLAN...........................................................4-1 4.1 Stream........................................................................................................................................4-1 4.2 Vegetation..................................................................................................................................4-1 4.3 Site Boundary.............................................................................................................................4-1 Section 5: AS -BUILT CONDITION (BASELINE)..................................................................................5-1 5.1 As-Built/Record Drawings..........................................................................................................5-1 5.1.1 Sparks Creek.......................................................................................................................5-1 5.1.2 Hanks Branch Reach 1........................................................................................................5-1 5.1.3 Hanks Branch Reach 2........................................................................................................5-1 5.1.4 Hanks Branch Reach 3........................................................................................................5-2 5.1.5 UT1.....................................................................................................................................5-2 5.1.6 UT2.....................................................................................................................................5-2 5.1.7 UT3 Reach 1.......................................................................................................................5-2 5.1.8 UT3 Reach 2.......................................................................................................................5-2 5.1.9 UT3 Reach 3.......................................................................................................................5-2 5.1.10 UT3 Reach 4.......................................................................................................................5-2 5.1.11 UT3A...................................................................................................................................5-2 5.1.12 UT4 Reach 1.......................................................................................................................5-2 Lyon Hills Mitigation Site Baseline Monitoring Document and As -Built Baseline Report - Final 5.1.13 UT4 Reach 2.......................................................................................................................5-2 5.1.14 UT4 Reach 3.......................................................................................................................5-2 5.1.15 UT5 Reach 1.......................................................................................................................5-2 5.1.16 UT5 Reach 2.......................................................................................................................5-3 5.1.17 UT5A...................................................................................................................................5-3 5.2 Baseline Data Assessment.........................................................................................................5-3 5.2.1 Morphological State of the Channel..................................................................................5-3 5.2.2 Hydrology...........................................................................................................................5-3 5.2.3 Vegetation..........................................................................................................................5-3 Section 6: REFERENCES.................................................................................................................6-1 Lyon Hills Mitigation Site Baseline Monitoring Document and As -Built Baseline Report - Final TABLES Table 1: Mitigation Goals and Objectives — Lyon Hills Mitigation Site ................. Table 2: Restoration Type and Approach Per Reach — Lyon Hills Mitigation Site. APPENDICES Appendix 1 General Figures and Tables Figure 1 Project Vicinity Map Figure 2 Project Component / Asset Map Table 1 Project Components and Mitigation Credits Table 2 Project Activity and Reporting History Table 3 Project Contact Table Table 4 Project Information and Attributes Table 5 Monitoring Component Summary Appendix 2 Visual Assessment Data Figure 3 Monitoring Plan View Key Figure 3a-c Monitoring Plan View Stream Photographs Vegetation Plot Photographs Culvert Crossing Photographs Appendix 3 Vegetation Plot Data Table 6 Planted and Total Stem Counts Appendix 4 Morphological Summary Data and Plots Table 7a-d Baseline Stream Data Summary Table 8 Morphology and Hydraulic Summary (Dimensional Parameters — Cross -Section) Longitudinal Profile Plots Cross -Section Plots Reachwide and Cross -Section Pebble Count Plots Appendix 5 As -Built and Record Drawings 1-3 1-4 Lyon Hills Mitigation Site Baseline Monitoring Document and As -Built Baseline Report - Final 1-1 Section 1: PROJECT GOALS, BACKGROUND, AND ATTRIBUTES 1.1 Project Location and Setting The Lyon Hills Mitigation Site (Site) is in a rural area of the Yadkin River Basin (Cataloging Unit 03040101) in Northeast Wilkes County approximately 11 miles northwest of the Town of Elkin at coordinates 36.32924 degrees N and 81.01018 degrees W (Figure 1). The Site is on an active cattle farm in the Piedmont, at the foothills of the Blue Ridge Mountains and near the break between the Piedmont and mountain physiographic regions. The Site contains a network of streams that range in drainage area from five acres to 9.58 square miles. These include a portion of Sparks Creek, Hanks Branch (tributary to Sparks Creek), five unnamed tributaries to Hanks Branch; four of which originate within the project limits, and two unnamed tributaries to Sparks Creek. Sparks Creek and its tributaries are located within the East Prong Roaring River 12-digit HUC (030401010600). The site is within a targeted local watershed (TLW) but is not in a local watershed planning (LWP) area. The HUC is described in the 2009 Upper Yadkin Pee -Dee River Basin Restoration Priorities (RBRP) document (NC EEP, 2009). According to the RBRP, agricultural land use, including 30 animal operations, is a major stressor to aquatic resources in the lower portion of the HUC. Degraded riparian buffers are also noted as a significant stressor. Stressors described for the 8- digit CU include erosion and sedimentation (including erosion from pasture lands), which lead to aquatic habitat degradation. Turbidity and fecal coliform bacteria violations have been documented across the CU. The Site is located in DWR Subbasin 03-07-01. The 2008 Yadkin Pee -Dee River Basinwide Water Quality Plan (NC DWR, 2008) indicates that fecal coliform concentrations often exceeded the maximum regulatory limit in the CU which creates a potential health risk. The plan also notes major stressors in the Yadkin River Basin include excessive sedimentation and changes in hydrology and geomorphology due to urban development and agriculture. Agriculture was identified in the plan as the most significant stressor leading to water quality degradation in the Yadkin River basin. The Site is located in the Blue Ridge Belt of the Piedmont physiographic province. The Blue Ridge Belt is composed of sedimentary and metamorphic rocks. The underlying geology of the Site and most of the watersheds is the Alligator Back Formation, which are Late Proterozoic aged rocks primarily consisting of gneiss and secondary geology consisting of conglomerate (NCGS, 1985). Gneiss geologic units are foliated rock formed by regional metamorphism and conglomerate geologic units are coarse -grained clastic sedimentary rock. A portion of the Sparks Creek watershed is underlain by quartz diorite to granodiorite formation of Devonian age. These rocks are igneous intrusive rocks of felsic composition. Prior to construction activities, cattle had full access to all streams at the Site. The continual cattle access led to bank erosion, trampling of bed features, fining of substrate material, animal waste in the streams, and reduced habitat quality. Additionally, several of the tributaries to Hanks Branch had active head cuts or nick points arrested by tree roots or bedrock features indicating that vertical incision was occurring, leading to deeply entrenched channels. Hanks Branch itself had been impacted by recent high flow events, including large storms in 2018. A culvert crossing was destroyed, and bank erosion became more severe in a few isolated locations. Table 4 in Appendix 1 and Tables 7a-d in Appendix 4 present additional information on pre -restoration conditions. 1.2 Project Goals and Objectives The project is intended to provide numerous ecological benefits within the Yadkin River Basin. While benefits such as habitat improvement and geomorphic stability are limited to the Site, reduced nutrient Lyon Hills Mitigation Site Baseline Monitoring Document and As -Built Baseline Report - Final 1-2 and sediment loading have farther reaching effects. Table 1 below describes expected outcomes to water quality and ecological processes associated with the 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. Table 1: Mitigation Goals and Objectives — Lyon Hills Mitigation Site Goal Objectives Expected Outcomes Construct stream channels that will Reduce erosion and sediment inputs; Improve the stability maintain a stable pattern and profile maintain appropriate bed forms and of stream channels considering hydrologic and sediment inputs sediment size distribution; support water to the system; install bank revetments and quality and habitat goals. grade control; install bank vegetation. Reduce shear stress on channel; hydrate adjacent wetland areas and vernal pools; Reconnect channels Reconstruct stream channels with filter pollutants out of overbank flows; with floodplains and appropriate bankfull dimensions and depth provide surface storage of water on riparian wetlands relative to the existing floodplain. floodplain; increase groundwater recharge while reducing outflow of stormwater; support water quality and habitat goals. Install habitat features such as cover logs, log sills, and brush toes into Support biological communities and Improve instream restored/enhanced streams. Add woody processes. Provide aquatic habitats for habitat materials to channel beds. Construct a diverse populations of aquatic organisms. variety of riffle features and pools of varying depth. Fence out livestock. Reduce sediment and nutrient inputs from Stabilize stream banks. Plant riparian stream banks; reduce sediment, nutrient, Improve water buffers with native trees. Construct BMPs and bacteria inputs from pasture runoff; quality to treat pasture runoff. Fence out livestock. keep livestock out of streams, further reducing pollutants in project streams. Provide a canopy to shade streams and Restore/improve Plant native tree species in riparian zone reduce thermal loadings; stabilize stream riparian buffers where currently insufficient. banks and floodplain; support water quality and habitat goals. Permanently protect Establish conservation easements on the Ensure that development and agricultural the project site from uses that would damage the site or reduce harmful uses Site. the benefits of the project are prevented. 1.3 Project Structure, Restoration Type, and Approach The final Mitigation Plan was approved in July 2020. Construction activities were completed by Wildlands Construction in January 2021. The baseline as -built survey was completed by Kee Mapping and Surveying in February 2021. The planting was completed by Bruton Natural Systems, Inc. in March 2021. Refer to Appendix 1 for detailed Project Activity, History, Contact Information, and Watershed/Site Background Information. Lyon Hills Mitigation Site Baseline Monitoring Document and As -Built Baseline Report - Final 1-3 1.3.1 Project Structure The project provides 5,304.783 stream credits. Refer to Figure 2 for the Project Component / Asset Map for the stream restoration feature exhibits and Table 1 in Appendix 1 for the Project Components and Mitigation Credits for the Site. 1.3.2 Restoration Type and Approach The design streams were restored to the appropriate type based on the surrounding landscape, climate, and natural vegetation communities but also with strong consideration to existing watershed conditions. The project consists of the stream restoration and enhancement activities as described below (Table 2) and illustrated in Figure 2. Table 2: Restoration Type and Approach Per Reach — Lyon Hills Mitigation Site Stream Reach Primary Treatment Restoration Activities Stressors/Impairments Approach Sparks --- Cattle access Enhancement II Fencing out cattle, replanting buffers Creek Localized bank repairs, creating Reach 1 Cattle access Enhancement II floodplain bench at upstream end, fencing out cattle Hanks Cattle access, areas of Fencing out cattle, bank repairs where Branch Reach 2 lateral instability, lack of Enhancement II needed, add wood to channel, buffer on right floodplain replanting buffers Reach 3 Channelization, incision, Enhancement I Fencing out cattle, creating floodplain sparse/narrow buffers bench, replanting buffers Severe erosion and cattle Restoration — Restoring dimension, pattern, and UT1 --- trampling, poor buffer Priority 1 profile, replanting buffers quality/lack of buffer UT2 --- Cattle access Enhancement II Fencing out cattle Cattle access, active head Restoration — Restoring dimension, pattern, and Reach 1 cutting and incision, bank Priority 1 profile, replanting buffers erosion, poor buffers Reach 2 Cattle access, some Enhancement II Fencing out cattle, replanting buffers, incision, poor buffers localized bank repairs UT3 Cattle access, incision, Reach 3 bank erosion, poor Restoration — Restoring dimension, pattern, and buffers Priority 1 profile, replanting buffers Reach 4 Cattle access, poor Enhancement II Fencing out cattle, replanting buffers buffers UT3A --- Cattle access, some Enhancement II Fencing out cattle, replanting buffers incision, poor buffers Cattle access, incision, Reach 1 bank erosion, poor Restoration — Restoring dimension, pattern, and buffers Priority 1 profile, replanting buffers UT4 Reach 2 Cattle access, some Enhancement II Fencing out cattle, stabilizing head cuts, incision, poor buffers replanting buffers Severe erosion and cattle Restoration — Restoring dimension, pattern, and Reach 3 trampling, poor buffer Priority 1 profile, replanting buffers quality/lack of buffer UT5 Reach 1 Cattle access, incision Enhancement II Fencing out cattle Lyon Hills Mitigation Site Baseline Monitoring Document and As -Built Baseline Report - Final 1-4 Stream Reach Primary Stressors/Impairments Treatment Approach Restoration Activities Severe erosion and cattle Restoring dimension, pattern, and Reach 2 tramplingpoor buffer , Restoration — profile, replanting buffers, removing quality/lack of buffer, Priority 1 y impoundment impoundment UT5A --- Cattle access, incision Enhancement II Fencing out cattle The design approach for this Site utilized a combination of analog and analytical approaches for stream restoration. Reference reaches were identified to serve as the basis for design parameters. Channels were sized based on design discharge hydrologic analysis. Designs were then verified and/or modified based on a sediment transport analysis. This approach has been used on many successful Piedmont restoration projects (Underwood, Foust, Holman Mill, Maney Farm, and Agony Acres Mitigation Sites) and is appropriate for the goals and objectives for this Site. The morphologic design parameters are shown in Appendix 4, Tables 7a - 7d for the restoration reaches, and fall within the ranges specified for B4/C4b/C4 streams (Rosgen, 1996). The specific values for the design parameters were selected based on designer experience and judgment and were verified with morphologic data form reference reach data sets. 1.4 Project History, Contacts, and Attribute Data The Site was restored by Wildlands Engineering through a full delivery contract with DMS. Tables 2, 3, and 4 in Appendix 1 provide detailed information regarding the Project Activity and Reporting History, Project Contacts, and Project Information and Attributes. Lyon Hills Mitigation Site Baseline Monitoring Document and As -Built Baseline Report - Final 1-5 Section 2: PERFORMANCE STANDARDS The stream performance standards for the project will follow approved standards presented in the Wilmington District Stream and Wetland Compensatory Mitigation Updated in October 2016 by the North Carolina Interagency Review Team (NCIRT). Annual monitoring and semi-annual site visits will be conducted by qualified personnel to assess the condition of the project. Specific performance standard components are proposed for stream morphology, hydrology, and vegetation. Performance standards will be evaluated throughout the seven-year post -construction monitoring period. 2.1.1 Dimension Riffle cross -sections on the restoration reaches should be largely stable and should only show minor changes in bankfull area, maximum depth ratio, and width -to -depth ratio. Per guidance, bank height ratios shall not exceed 1.2 for all restored streams, and entrenchment ratios shall be at least 1.4 (B channels) and 2.2 (C channels) to be considered stable. Riffle cross -sections should largely fall within the parameters defined for channels of that stream classification. If any changes do occur, these changes will be evaluated to assess whether the stream channel is showing signs of instability. Indicators of instability include a vertically incising thalweg or eroding channel banks. Changes in the channel that indicate a movement toward stability or enhanced habitat include a decrease in the width -to -depth ratio in meandering channels or an increase in pool depth. Remedial action would not be taken if channel changes indicate a movement toward stability. 2.1.2 Pattern and Profile Visual assessments and photo documentation should indicate that streams are remaining stable and do not indicate a trend toward vertical or lateral instability. 2.1.3 Substrate Channel substrate materials will be sampled in restoration and enhancement I reaches using the reach - wide pebble count method. Reaches should show maintenance of coarser substrate in the riffles than in the pools. Riffle cross-section pebble counts were conducted during as -built baseline monitoring and will not be conducted during annual monitoring unless observations indicate a trend toward finer substrate and a comparison is needed. 2.1.4 Photo Documentation Photographs should illustrate the Site's vegetation and morphological stability on an annual basis. Cross- section photos should demonstrate no excessive erosion or degradation of the banks. Longitudinal photos should indicate the absence of persistent bars within the channel or vertical incision. Grade control structures should remain stable. Deposition of sediment on the bank side of vane arms is preferable. Maintenance of scour pools on the channel side of vane arms is expected. 2.1.5 Hydrology Documentation The occurrence of bankfull events will be documented throughout the monitoring period. Four bankfull flow events must be documented within the seven-year monitoring period and individual events must occur in separate years. Stream monitoring will continue until performance standards in the form of four bankfull events in separate years have been documented. All intermittent streams must demonstrate a minimum of 30 days of continuous flow on an annual basis during the monitoring period. A minimum of 30 days of continuous flow is targeted for UT4 Reach 1. Lyon Hills Mitigation Site Baseline Monitoring Document and As -Built Baseline Report - Final 2-1 !.2 Vegetation Vegetative performance for riparian buffers associated with the stream restoration component of the project (buffer widths 0 — 30ft) will be in accordance with the Stream Mitigation Guidelines issued October 2016 by the USACE and NCIRT. The success criteria is an interim survival rate of 320 planted stems per acre at the end of monitoring year three (MY3), 260 stems per acre at the end of MY5, and a final vegetation survival rate of 210 stems per acre at the end of MY7. Planted vegetation must average 10 feet in height in each plot at the end of the seventh year of monitoring. Vegetation monitoring will be conducted between July 15t and the end of the of the growing season. Individual plot data will be provided and will include height, density, vigor, damage (if any), and survival. In fixed vegetation plots, planted woody stems will be marked annually as needed and given a coordinate, based off a known origin so they can be found in succeeding monitoring years. Mortality will be determined from the difference between the previous year's living planted stems and the current year's living planted stems. The extent of invasive species coverage will be monitored and controlled as necessary throughout the required monitoring period (MY7). 0.3 Visual Assessment Visual assessments should support the specific performance standards for each metric as described above. 2.4 Schedule and Reporting Monitoring reports will be prepared in the fall of each year of monitoring and submitted to DMS. Based on the DMS Annual Monitoring Report Template (June, 2017), the monitoring reports will include the following: • Project background which includes project objectives, project structure, restoration type and approach, location and setting, history and background; • Monitoring Current Condition Plan View (CCPV) maps with major project elements noted such as grade control structures, vegetation plots, permanent cross -sections, and crest/flow gages; • Photographs showing views of the restored Site taken from fixed point stations; • Assessment of the stability of the Site based on the cross -sections; • Vegetative data as described above including the establishment of any undesirable plant species; • A description of damage by animals or vandalism; and • Maintenance issues and recommended remediation measures will be detailed and documented. Lyon Hills Mitigation Site Baseline Monitoring Document and As -Built Baseline Report - Final 2-2 Section 3: MONITORING PLAN Monitoring will consist of collecting morphological, hydrologic, and vegetative data to assess the project performance based on the restoration goals and objectives on an annual basis until performance criteria have been met. The performance of the project will be assessed using measurements of the stream channel's dimension, substrate composition, permanent photographs, surface water hydrology, and vegetation. Any areas identified as high priority problems, such as streambank instability, aggradation/degradation, or lack of vegetation establishment will be evaluated on a case -by -case basis. The problem areas will be visually noted, and remedial actions will be discussed to determine a plan of action. A remedial action plan will be submitted if maintenance is required. The monitoring period will extend seven years beyond completion of construction or until performance criteria have been met. 3.1 Stream Geomorphic assessments will follow guidelines outlined in the Stream Channel Reference Sites: An Illustrated Guide to Field Techniques (Harrelson et al., 1994), methodologies utilized in the Rosgen stream assessment and classification document (Rosgen, 1994 and 1996), and in the Stream Restoration: A Natural Channel Design Handbook (Doll et al, 2003). Refer to Figure 3 in Appendix 2 and Record Drawings in Appendix 5 for monitoring locations discussed below. 3.1.1 Dimension A total of eleven cross -sections were installed along the stream restoration and enhancement I reaches. Two cross -sections were installed per 1,000 linear feet of stream restoration work, with riffle and pool sections in proportion to IRT guidance. Each cross-section was permanently marked with pins to establish its location. Cross-section surveys include points measured at all breaks in slope; including top of bank, bankfull, edge of water, and thalweg to monitor any deviations in dimension. Annual cross- section surveys will be conducted in monitoring years MY1, MY2, MY3, MYS, and MY7. Photographs will be taken annually of the cross -sections looking upstream and downstream. 3.1.2 Pattern and Profile Longitudinal profile surveys will not be conducted during the seven-year monitoring period unless other indicators during the annual monitoring show a trend toward vertical and lateral instability. If a longitudinal profile is deemed necessary, monitoring will follow standards as described in the DMS Monitoring Requirements and Performance Standards for Stream and/or Wetland Mitigation (DMS, 2011) and the 2003 USACE and NCDWR Stream Mitigation Guidance for the necessary reaches. Stream pattern and profile will be assessed visually as described below in section 3.1.6. 3.1.3 Substrate A reach -wide pebble count will be performed in seven reaches (Hanks Branch Reach 3, UT1, UT3 Reach 1 and 2, UT4 Reach 1 and 3, and UT5 Reach 2) during monitoring years 1, 2, 3, 5, and 7 for classification purposes and to show that riffles remain coarser than pools. Riffle cross-section pebble counts will only be conducted during as -built baseline monitoring unless observations indicate a trend toward finer substrate and a comparison is needed in future monitoring years. 3.1.4 Photo Reference Points A total of 34 permanent photograph reference points were established along the stream reaches after construction. Permanent markers were established so that the same locations and view directions on the Site are photographed each year. Longitudinal stream photographs will be taken looking upstream and downstream once a year to visually document stability. Cross -sectional photos will be taken at each Lyon Hills Mitigation Site Baseline Monitoring Document and As -Built Baseline Report - Final 3-1 permanent cross-section looking upstream and downstream. Representative digital photos of each permanent photo point will be taken on the same day the stream assessments are conducted. 3.1.5 Hydrology Documentation Five automated crest gages were installed on Site. Crest gages were installed in or near surveyed riffle cross -sections (Hanks Branch, UT3, UT4 and UT5) or survey control points (UT1). Crest gage data will be downloaded during site visits to determine if a bankfull event has occurred since the last visit. Additionally, photographs will be collected to document the occurrence of debris lines and sediment deposition as evidence of bankfull events. One automated flow gage was installed on UT4 Reach 1. Flow gage data will be downloaded during site visits to determine if the reach has 30 days of continuous flow. 3.1.6 Visual Assessment Visual assessments will be performed at the Site on a semi-annual basis during the seven-year monitoring period. Problem areas will be noted such as channel instability (i.e., lateral and/or vertical instability, in -stream structure failure/instability and/or piping, or headcuts), vegetated health (i.e., low stem density, vegetation mortality, invasive species or encroachment), beaver activity, or livestock access. Areas of concern will be mapped and accompanied by a written description in the annual report. Problem areas will be re-evaluated during each subsequent visual assessment. Should remedial actions be required, recommendations will be provided in the annual monitoring report. 3.2 Vegetation Planted woody vegetation will be monitored in accordance with the guidelines and procedures developed by the Carolina Vegetation Survey-EEP Level 2 Protocol (Lee et al., 2006) to monitor and assess the planted woody vegetation. A total of nine standard 10 meter by 10 meter and 5 meter by 20 meter vegetation plots were established within the project easement area to monitor vegetation health across the Site. Vegetation plots were randomly established between the conservation easement boundaries and five feet from the top of stream banks. Fixed vegetation plot corners have been marked and are recoverable either through field identification or with the use of a GPS unit. Reference photographs were taken at the origin looking diagonally across the plot to the opposite corner during the baseline monitoring in March 2021. Subsequent annual assessments following the baseline survey will capture the same reference photograph locations. Planted woody stems will be marked annually, as needed, based off a known origin so they can be found in subsequent monitoring years. Species composition, density, and survival rates will be evaluated on an annual basis by plot and for the entire Site. Individual plot data will be provided and will include height, density, vigor, damage (if any), and survival. Mortality will be determined from the difference between the baseline year's living planted stems and the current year's living planted stems. Vegetation surveys will be conducted during monitoring years 1, 2, 3, 5, and 7. Lyon Hills Mitigation Site Baseline Monitoring Document and As -Built Baseline Report - Final 3-2 Section 4: LAND MANAGEMENT AND CONTINGENCY PLAN Wildlands will perform maintenance as needed at the Site. A physical inspection of the Site shall be conducted a minimum of once per year throughout the post -construction monitoring period until performance standards are met. These site inspections may identify components and features that require routine maintenance. Routine maintenance should be expected most often in the first two years following construction and may include one or more of the following components. 4.1 Stream Stream problem areas will be mapped and included in the CCPV as part of the annual stream assessment. Stream problems areas may include bank erosion, structure failure, beaver dams, aggradation/degradation, etc. Routine channel maintenance and repair activities may include chinking of in -stream structures to prevent piping, securing loose coir matting, and supplemental installations of live stakes and other target vegetation along the channel. Areas where storm water runoff flows into the channel may also require maintenance to prevent bank failures and head -cutting. 4.2 Vegetation Vegetation shall be maintained to ensure the health and vigor of the targeted community. Vegetative problem areas will be mapped and included in the CCPV as part of the annual vegetation assessment. Vegetation problem areas may include planted vegetation not meeting performance criteria, persistent invasive species, barren areas with little to no herbaceous cover, or grass suffocation/crowding of planted stems. Routine vegetation maintenance and repair activities may include supplemental planting, pruning, mulching, and fertilizing. Exotic invasive plant species shall be controlled by mechanical and/or chemical methods. Any vegetation control requiring herbicide application will be performed in accordance with NC Department of Agriculture rules and regulations. 4.3 Site Boundary Site boundary issues will be mapped and included in the CCPV as part of the annual visual assessment. Site boundaries shall be identified in the field to ensure clear distinction between the Site and adjacent properties. Boundaries are marked with conservation easement signs. Boundary markers disturbed, damaged, or destroyed will be repaired and/or replaced on an as needed basis. Lyon Hills Mitigation Site Baseline Monitoring Document and As -Built Baseline Report - Final 4-1 Section 5: AS -BUILT CONDITION (BASELINE) The Site construction and as -built surveys were completed in January and February 2021, respectively. The survey included developing an as -built topographic surface; as well as, surveying the as -built channel centerlines, top of banks, structures, and cross -sections. Out of the six internal easement breaks, one culvert crossing became perched (Appendix 2 Culvert Crossing Photographs) after a major storm event. The culvert crossing along Hanks Branch was installed on bedrock, and material below the downstream invert washed away, thus creating a perched culvert. To amend the perched culvert, one log sill will be installed downstream to create backwater into the culvert. Fencing was completed in March 2021. During survey, three areas were discovered to be installed slightly inside the conservation easement. These included a 185 linear foot section at the top of Sparks Creek, a 135 linear foot section at the top of UT5, and a 98 linear foot section along the top of UT5A. These locations can be found in Appendix 5 As -Built and Record Drawings: Sheet 4.07 and Sheet 4.17. In each of these areas, the fence has been moved to the appropriate one -foot offset outside the easement since the survey was completed. Two 95 linear foot sections of fencing along the stream crossing on Sparks Creek were not installed to comply with the landowner's request. Sparks Creek has a drainage area of 9.5 square miles and frequently floods. Fencing across Sparks Creek would catch debris and most likely fail during storm events. To avoid frequent repairs this section of fencing was not installed. Based on discussions with the landowner, gates on both sides of the Sparks Creek crossing will remain closed when not actively moving cattle. Cattle will actively be supervised when crossing Sparks Creek to prevent them from accessing the easement. 5.1 As-Built/Record Drawings A sealed, half-size set of record drawings are located in Appendix 5 which includes the post -construction survey, alignments, structures, and monitoring features. No significant field adjustments were made during construction that differ from the design plans. Minimal adjustments were made during construction, where needed, based on field evaluation and are listed below. No deviations were made to the planting list. 5.1.1 Sparks Creek • STA 100+98 - 101+07 — brush toe installed to increase bank stability. 5.1.2 Hanks Branch Reach 1 • STA 200+56 — rock floodplain outlet added to stabilize streambank where flow enters channel from floodplain; • STA 201+97 - 202+44 — 40 LF realigned to stabilize channel; • STA 202+47 rock floodplain outlet added to stabilize streambank where flow enters channel from floodplain; and • STA 210+14 — rock floodplain outlet added to stabilize streambank where flow enters channel from floodplain. 5.1.3 Hanks Branch Reach 2 • STA 219+54 — rock vane replaced with log J-hook due to need for in -stream stability; • STA 219+38 - 221+84 — 193 LF realigned to stabilize channel; • STA 221+30 - 221+70 — boulder toe replaced with brush toe due to extra brush available at this location; Lyon Hills Mitigation Site Baseline Monitoring Document and As -Built Baseline Report - Final 5-1 • STA 225+82 — floodplain outlet not installed due to adequate stability on bank; and 5.1.4 Hanks Branch Reach 3 • No deviations from design. 5.1.5 UT1 • STA 303+09 — boulder sill substituted with log sill due to extra log available; • STA 306+40 - 306+60 — boulder toe extended to provide additional bank stability; • STA 307+26 - 307+36 — brush toe not installed due to adequate stability; and • STA 307+98 - 308+05 — log sill and brush toe not installed due to adequate stability. 5.1.6 UT2 • No deviations from design. 5.1.7 UT3 Reach 1 • STA 500+00 - 500+12 — sod mats installed on both banks to increase bank stability downstream of UT3 BMP; • STA 502+05 — rock floodplain outlet added to stabilize flow from wetland; and • STA 504+95 — rock floodplain outlet added to stabilize streambank where flow enters channel from floodplain. 5.1.8 UT3 Reach 2 • STA 506+53 - 506+77 — 21 LF realigned to stabilize channel; and • STA 509+36 — log sill installed as grade control to increase depth of downstream pool. 5.1.9 UT3 Reach 3 • STA 511+58 and 511+66 — boulder sills substituted with log sills due to extra logs available; and • STA 517+28 - 517+52 — 23 LF realigned to stabilize channel. 5.1.10 UT3 Reach 4 • No deviations from design. 5.1.11 UT3A • No deviations from design. 5.1.12 UT4 Reach 1 • No deviations from design. 5.1.13 UT4 Reach 2 • No deviations from design. 5.1.14 UT4 Reach 3 • STA 607+74 — boulder sill substituted with log sill due to extra logs available; and • STA 607+99 — boulder sill substituted with log sill due to extra logs available. 5.1.15 UT5 Reach 1 • No deviations from design. Lyon Hills Mitigation Site Baseline Monitoring Document and As -Built Baseline Report - Final 5-2 5.1.16 UT5 Reach 2 • STA 805+90 — log sill substituted with boulder sill due to extra rock available; • STA 806+43 — 806+53 — boulder toe substituted with brush toe due to extra brush at this location and adequate stability; and • STA 807+51— boulder sill substituted with log sill due to extra logs available. 5.1.17 UTSA • No deviations from design. ,2 Baseline Data Assessment Baseline monitoring (MYO) was conducted between February and March 2021. The first annual monitoring assessment (MY1) will be completed in late 2021. The streams will be monitored for a total of seven years, with the final monitoring activities concluding in 2027. The close-out for the Site will be conducted in 2028 given the performance criteria have been met. 5.2.1 Morphological State of the Channel Refer to Appendix 2 for stream photographs and Appendix 4 for summary data tables and morphological plots. Profile The MYO longitudinal profiles closely match the design profile. On the design profiles, pools and riffles were depicted as straight lines with consistent slopes. The as -built surveyed profiles are not as consistent in slope due to natural deposition and scour. Pool and riffle depths and slopes are expected to be maintained near design parameter values. The variations in slope and depth do not constitute a problem or indicate a need for remedial actions and will be assessed visually during the site walks. Dimension The MYO channel dimensions fall within the tolerance of specified design parameter ranges. The channels are expected to maintain dimensions of the designed Rosgen type channel (B4/C4b/C4). Summary data and cross-section plots of each project reach are included in Appendix 4. Pattern The MYO pattern metrics fall within the design parameter ranges for all reaches. No major changes to design alignments were made during construction. Pattern data will be evaluated in MY5 if channel dimensions or profile indicate that significant geomorphic changes have occurred. Sediment Transport As -built shear stress and velocities are similar to design calculations and should reduce the risk of further erosion along the reaches. The as -built condition for each of these reaches indicates an overall increase in substrate particle size (Appendix 4). The substrate data for each constructed reach was compared to the design shear stress parameters from the mitigation plan to assess the potential for bed degradation. The shear stresses calculated for the constructed channels are within the stable range, which indicates the channel is not at risk to trend toward channel degradation. 5.2.2 Hydrology Bankfull events recorded following completion of construction will be included in the MY1 report. 5.2.3 Vegetation The MYO vegetation survey was completed in March 2021. The MYO planted density is 571 stems per acre which exceeds the MY3 interim stem density requirement of 320 planted stems per acre. Lyon Hills Mitigation Site Baseline Monitoring Document and As -Built Baseline Report - Final 5-3 Vegetation Plot photographs are included in Appendix 2 and summary data for each plot are included in Tables 6 in Appendix 3. Lyon Hills Mitigation Site Baseline Monitoring Document and As -Built Baseline Report - Final 5-4 Section 6: REFERENCES Doll, B.A., Grabow, G.L., Hall, K.A., Halley, J., Harman, W.A., Jennings, G.D., and Wise, D.E. 2003. Stream Restoration A Natural Channel Design Handbook. Harrelson, Cheryl C; Rawlins, C.L.; Potyondy, John P. 1994. Stream Channel Reference Sites: An Illustrated Guide to Field Technique. Gen. Tech. Rep. RM-245. Fort Collins, CO: U.S. Department of Agriculture, Forest Service, Rocky Mountain Forest and Range Experiment Station. 61 p. Lee, Michael T., Peet, Robert K., Steven D., Wentworth, Thomas R. 2006. CVS-EEP Protocol for Recording Vegetation Version 4.0. http://www.nceep.net/business/ monitoring/veg/datasheets.htm. North Carolina Department of Environmental Quality, Division of Mitigation Services (DMS). 2017. Annual Monitoring Report Format, Data Requirements, and Content Guidance June 2017. Accessed at: https:Hdeq.nc.gov/about/divisions/mitigation-services/dms-vendors/rfp-forms-templates North Carolina Division of Water Resources, 2008. Yadkin -Pee Dee River Basin Plan. https://deg.nc.gov/about/divisions/water-resources/planning/basin-planning/water-resource- plans/yadki n-pee-dee-2008 North Carolina Ecosystem Enhancement Program (EEP), 2009. Upper Yadkin River Basin Restoration Priorities. https://files.nc.gov/ncdeg/Mitigation%20Services/Watershed Planning/Yadkin River Basin/2009%20 Upper%20Yadkin%20RBRP Final%20Final%2C%2026feb%2709.pdf North Carolina Geological Survey (NCGS), 1985. Geologic map of North Carolina 1:500,000 scale. Compiled by Philip M. Brown at el. Raleigh, NC, NCGS. https://ncdenr.maps.arcgis.com/apps/MapSeries/index.html?appid=a8281cbd24b84239b29cd2ca798 d4a10 North Carolina Interagency Review Team. 2016. Wilmington District Stream and Wetland Compensatory Mitigation Update. Accessed at: https://saw-reg.usace.army.mil/PN/2016/Wilmington-District- M itigation-U pdate. pdf Rosgen, D. L. 1994. A classification of natural rivers. Catena 22:169-199. Rosgen, D.L. 1996. Applied River Morphology. Pagosa Springs, CO: Wildland Hydrology Books. United States Army Corps of Engineers (USACE). 2003. Stream Mitigation Guidelines. USACE, NCDENR- DWQ, USEPA, NCWRC. Wildlands Engineering, Inc. 2020). Lyon Hills Mitigation Project Mitigation Plan. DMS, Raleigh, NC. Lyon Hills Mitigation Site Baseline Monitoring Document and As -Built Baseline Report - Final 6-1 APPENDIX 1. General Figures and Tables Project Location L- - -� County Line i,_,_,� Hydrologic Unit Code (14-digit) ,� '�� •`�'1 `/� DMS Targeted Local Watersheds y G°''NyC° G° pXW`` e s a 1 � ..t U a n ' 1 it � o 0304010106003-0.01 �f t The subject project site is an environmental restoration site of the NCDEQ Division of Mitigation Services (DMS) and is encompassed by a recorded conservation easement, but is bordered by land under private ownership. Accessing the site may require traversing areas near or along the easement boundary and therefore access by the general public is not permitted. Access by authorized personnel of state and federal agencies or their designees/contractors involved in the development, oversight, and stewardship of the restoration site is permitted within the terms and timeframes of their defined roles. Any intended site visitation or activity by any person outside of these previously sanctioned roles and activites requires prior coordination with DMS. WILDLANDS E N G I N E E R I N G Directions: From Raleigh, NC, travel on 1-40 West for approximately 40 miles. Take exit 131 for 1-40 W toward 1-785 N/GreensboroNVinston-Salem. Travel on g�yc 1-40 W/1-85BL S for approximately 7 miles, then follow signs for Interstate 40 W/Winston-Salem. In 30.6 miles take exit 188, then continue on LIS- 421 N toward YadkinvilleNVilkesboro for 35.2 miles. Take exit 272, in 0.4 i miles turn right onto NC-2309. In 1.7 miles turn left onto State Rd 2303 and travel for 2.8 miles to continue onto Clingman Rd. Turn left onto NC- 268 W, and in 0.2 miles turn right onto Hoots Rd. In 0.8 miles continue onto Nickerson St, then in 0.1 continue onto Hoots Rd. Travel for 0.9 and then continue straight onto S Lomax Rd for 3.4 miles until a right turn onto N Lomax Rd. After 1.5 miles turn right onto King Billings Rd, then in 1.9 miles turn left onto Hanks St. The project will be at the end of Hanks St. Figure 1. Project Vicinity Map 0 0.5 1 Miles Lyon Hills Mitigation Site I I I I I DMS Project No. 100085 Monitoring Year 0 - 2021 Wilkes County, NC �3 Table 1. Project Components and Mitigation Credits Lyon Hills Mitigation Site DIMS Project No. 100085 Monitoring Year 0 - 2021 Mitigation Mitigation Existing Mitigation Restoration Project As -Built Reach ID Plan Priority Level Ratio Comments FootCredits Footage age Category Level Footage (X:1) STREAMS N/; Sparks Creek 405 405 Cool Ell NIP 2.5 162.000 405 Fenced Out Cattle, Planted Buffer Sparks Creek 332 332 Cool Ell N/A 2.5 132.800 332 Fenced Out Cattle, Planted Buffer Hanks Branch Reach 1 1,678 1,678 Cool Ell N/A 2.5 671.200 1,659 Localized Bank Repairs, Floodplain Bench at Upstream End, Fenced Out Cattle Hanks Branch Reach 2 1,083 1,065 Cool Ell N/A 2.5 426.000 1,012 Fenced Out Cattle, Localized Bank Repairs, Planted Buffer, Add Wood to Channel Culvert Crossing Fenced Out Cattle, Floodplain Bench, Planted Hanks Branch Reach 3 581 581 Cool El PII 1.5 387.333 585 Buffer UT1 - Not for P 51 UT1 717 659 Cool R PI 1 659.000 657 Restored Dimension, Pattern, and Profile, Planted Buffer l UT1 110 106 Cool R PI 1 106.000 105 Restored Dimension, Pattern, and Profile, Planted Buffer UT2 78 78 Cool Ell N/A 3 26.000 78 Fenced Out Cattle UT3 Reach 1 702 655 Cool R PI 1 655.000 652 Restored Dimension, Pattern, and Profile, Planted Buffer UT3 Reach 2 447 447 Cool Ell N/A 2.5 178.800 436 Fenced Out Cattle, Localized Bank Repairs, Planted Buffer UT3 Reach 3 560 513 Cool R PI 1 513.000 512 Restored Dimension, Pattern, and Profile, Planted Buffer UT3 Reach 3 84 74 Cool R PI 1 74.000 74 Restored Dimension, Pattern, and Profile, Planted Buffer UT3 Reach 4 272 272 Cool Ell N/A 4 68.000 271 Fenced Out Cattle, Planted Buffer UT3A 253 253 Cool Ell N/A 2.5 101.200 252 Fenced Out Cattle, Planted Buffer UT4 Reach 1 237 233 Cool R PI 1 233.000 233 Restored Dimension, Pattern, and Profile, Planted Buffer Fenced Out Cattle, Stabilize Headcuts, Planted UT4 Reach 2 323 323 Cool Ell N/A 2.5 129.200 319 Buffer UT4 Reach 3 138 140 Cool R PI 1 140.000 139 Restored Dimension, Pattern, and Profile, Planted Buffer UT4 Reach 3 96 100 Cool R PI 1 100.000 100 Restored Dimension, Pattern, and Profile, Planted Buffer UT5 Reach 1 437 437 Cool Ell N/A 4 109.250 437 Fenced Out Cattle UT5 Reach 2 207 220 Cool R PI 1 220.000 221 Restored Dimension, Pattern, and Profile, Planted Buffer, Removed Impoundment UT5 Reach 2 113 107 Cool R PI 1 107.000 107 Restored Dimension, Pattern, and Profile, Planted Buffer UTSA 318 318 Cool Ell N/A 3 106.000 318 Fenced Out Cattle Restoration Level Stream Riparian Wetland Non -Riparian Wetland Coastal Marsh Warm Cool Cold Riverine Non-Riverine Restoration 2,807.000 En hancementl 387.333 Enhancement II 2,110.450 Preservation Re -Establishment Rehabilitation Enhancement Creation Totals 5,304.783 Table 2. Project Activity and Reporting History Lyon Hills Mitigation Site DIMS Project No. 100085 Monitoring Year 0 - 2021 Mitigation Plan Data Collection Complete July 2020 Completion or Scheduled Delivery July 2020 Final Design - Construction Plans August 2020 August 2020 Construction January 2021 January 2021 Temporary S&E mix applied to entire project area 1 February 2021 February 2021 Permanent seed mix applied to reach/segments' February 2021 February 2021 Bare root and live stake plantings for reach/segments March 2021 March 2021 Baseline Monitoring Document (Year 0) Stream Survey February 2021 June 2021 Vegetation Survey March 2021 Year 1 Monitoring Stream Survey 2021 December 2021 Vegetation Survey 2021 Year 2 Monitoring Stream Survey 2022 December 2022 Vegetation Survey 2022 Year 3 Monitoring Stream Survey 2023 December 2023 Vegetation Survey 2023 Year 4 Monitoring December 2024 Year 5 Monitoring Stream Survey 2025 December 2025 Vegetation Survey 2025 Year 6 Monitoring ecember 2026 Year 7 Monitoring Stream Survey 2027 ---`-- 2027 Vegetation Survey 'Seed and mulch is added as each section of construction is completed. Table 3. Project Contact Table Lyon Hills Mitigation Site DIMS Project No. 100085 Monitoring Year 0 - 2021 Wildlands Engineering, Inc. Designer 312 West Millbrook Road, Suite 225 Nicole Macaluso Millns, PE Raleigh, NC 27609 919.851.9986 Wildlands Construction Construction Contractor 312 West Millbrook Road, Suite 225 Raleigh, NC 27609 Bruton Natural Systems, Inc Planting Contractor P.O. Box 1197 Fremont, NC 27830 Wildlands Contruction Seeding Contractor 312 West Millbrook Road, Suite 225 Raleigh, NC 27609 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. Monitoring, POC Jason Lorch 919.851.9986 Table 4. Project Information and Attributes Lyon Hills Mitigation Site DMS Project No. 100085 Monitoring Year 0 - 2021 Project Name Site County Project Area (acres) 7H�Clgation Planted (acres) Project Coordinates (latitude and longitude) 81.01018, W Physiographic Province Piedmont River Basin Yadkin USGS Hydrologic Unit 8-digit 03040101 USGS Hydrologic Unit 14-digit 03040101060030 DWR Sub -basin 03-07-01 Project Drainiage Area (acres) 6,131 Project Drainage Area Percentage of Impervious Area Q% CGIA Land Use Classification Parameters 66% forested, REACH Sparks Creek 22%agriculture, SUMMARY Hanks Branch 2%herbaceous/grassland, 6%developed, 4%shrub/scrub INFORMATION UT1 UT2 UT3 UT3A UT4 UTS UTSA Length of Reach (linear feet) - Post -Restoration 994 3,298 802 78 1,990 252 831 800 318 Drainage Area (acres) 6,131 669 37 231 46 5 12 13 5 NCDWR Stream Identification Score 42.5 41.5 40.75 34.5 36 31.5 30.5 35.5 30.5 NCDWR Water Quality Classification C Morphological Desription (stream type) Perennial Evolutionary Trend (Simon's Model) - Pre -Restoration I Premodified IV Degradation and Widening Underlying Mapped Soils Codorus loam, Dan River Comus Soils, Danripple sandy clay loam, Fairview sand loam and Fairview sandy clay loam, Rhodhissfine sand loam Drainage Class Soil Hydric Status Slope FEMA Classification AE X Native Vegetation Community Piedmont/Low Mountain Alluvial Forest Percent Composition Exotic Invasive Vegetation - Post -Restoration 0% REGULATORYMEMENSIMF Regulation 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 Categorical Exclusion Document in Mitigation Plan Historic Preservation Act Yes Yes Categorical Exclusion Document in Mitigation Plan Coastal Zone Management Act (CZMA)/Coastal Area Management Act (CAMA) N/A N/A N/A FEMA Floodplain Compliance Yes Yes Floodplain Development Permit was obtained from Wilkes County Essential Fisheries Habitat N/A N/A N/A Table S. Monitoring Component Summary Lyon Hills Mitigation Site DMS Project No. 100085 Monitoring Year 0 - 2021 Parameter Monitoring Feature Quantity / Length by Reach Frequency Hanks Branch Reach 3 UT1 UT3 Reach 1 & 3 UT4 Reach 1 & 3 UTS Reach 2 Riffle Cross -Sections 1 1 2 2 1 Year 1, 2, 3, 5, and 7 Dimension Pool Cross -Sections 1 1 2 N/A N/A Year 1, 2, 3, 5, and 7 Pattern Pattern N/A Year 0 (Unless Required) Profile Longitudinal Profile Substrate Reach Wide Pebble Count 1 1 2 2 1 Year 1, 2, 3, 5, and 7 Hydrology Transducer: Crest Gauge (CG) or Flow Gauge (FG) 1 CG 1 CG 1 CG 1 CG, 1 FG 1 CG Semi- Annual Vegetation CVS Level 2 Vegetation Plots 9 Year 1, 2, 3, 5, and 7 Visual Assessment Yes Semi -Annual Exotic and Nuisance Vegetation Semi -Annual Project Boundary Semi- Annual Reference Photos Photographs 34 Annual APPENDIX 2. Visual Assessment Data 11) 3 ✓' °0 . 3,0 0 III I ' 3os rr,J j.. 2 ' YGmi� ll� (�.{_ 0 �� A 30 0 6fp_ �V e O 0 I41 J�3/ A °Q .11 •� j. 270x i% oo ' Conservation Easement Internal Crossing ® Existing Wetland _ Structure _ Vegetation Plot Restoration (1:1) Enhancement II (2.5:1) No Credit Non -Project Streams X—U= Fencing Cross -Section BMP ♦ Crest Gage 0 Photo Point 60 X°o / k qy. r Figure 3a. Monitoring Plan View W 1 L D L A N D S Lyon Hills Mitigation Site ENGINEERING 0 150 300 Feet DMS Project No. 100085 Monitoring Year 0- 2021 Wilkes County, NC Figure 3b. Monitoring Plan View W 1 L D L A N D S Lyon Hills Mitigation Site ENGINEERING O 1SO 300Feet DMSProject No. 100085 I I I I I Monitoring Year 0- 2021 Wilkes County, NC Conservation Easement I - •� �� Internal Crossing ® Existing Wetland s Structure Vegetation Plot -• -� . - - Restoration (1:1) Enhancement 1(1.5:1) Enhancement II (2.5:1) Enhancement II (3:1) Enhancement 11(4:1) No Credit Non -Project Stream - As -Built Top of Bank s se —xt= Fencing Cross -Section BMP OO Reach Break y$� ♦ Barotroll yF !II sa ♦ Crest Gage ill ♦ Flow Gage ff Photo Point WWILDLANDS ENGINEERING .111+00 Figure 3c. Monitoring Plan View 0 150 300 Feet p Lyon Hills Mitigation Site I I I I I IJiJ, DMS Project No. 100085 Monitoring Year 0- 2021 Wilkes County, NC STREAM PHOTOGRAPHS PHOTO POINT 1 Spark's Creek — upstream (0112512021) 1 PHOTO POINT 1 Spark's Creek — downstream (0112512021) 1 PHOTO POINT 2 Spark's Creek — upstream (0112512021) 1 PHOTO POINT 2 Spark's Creek — downstream (0112512021) 1 CHOTO POINT 3 Hank's Branch R1— upstream (0112512021) PHOTO POINT 3 Hank's Branch R1— downstream (0112512021) Lyon Hills Mitigation Site Appendix 2: Visual Assessment Data —Stream Photographs PHOTO POINT 4 Hank's Branch R1—upstream (0112512021) 1 PHOTO POINT 4 Hank's Branch R1 —downstream (0112512021) 1 PHOTO POINT 5 Hank's Branch R1— upstream (0112512021) 1 PHOTO POINT 5 Hank's Branch R1 —downstream (0112512021) 1 PHOTO POINT 6 Hank's Branch R1— upstream (0112512021) PHOTO POINT 6 Hank's Branch R1— downstream (0112512021) Lyon Hills Mitigation Site Appendix 2: Visual Assessment Data —Stream Photographs PHOTO POINT 7 Hank's Branch R1— upstream (0112512021) 1 PHOTO POINT 7 Hank's Branch R1 —downstream (0112512021) 1 PHOTO POINT 8 Hank's Branch R2 —upstream (0112512021) 1 PHOTO POINT 8 Hank's Branch R2 —downstream (0112512021) 1 PHOTO POINT 9 Hank's Branch R2 —upstream (0112512021) PHOTO POINT 9 Hank's Branch R2 — downstream (0112512021) Lyon Hills Mitigation Site Appendix 2: Visual Assessment Data —Stream Photographs PHOTO POINT 10 Hank's Branch R2 — upstream (0112512021) 1 PHOTO POINT 10 Hank's Branch R2 — downstream (0112512021) 1 PHOTO POINT 11 Hank's Branch R3 — upstream (0210212021) 1 PHOTO POINT 11 Hank's Branch R3 — downstream (0210212021) 1 PHOTO POINT 12 Hank's Branch R3 — upstream (0210212021) PHOTO POINT 12 Hank's Branch R3 — downstream (0210212021� Lyon Hills Mitigation Site Appendix 2: Visual Assessment Data —Stream Photographs PHOTO POINT 13 UT2 — upstream (0112512021) 1 PHOTO POINT 13 UT2 — downstream (0112512021) 1 PHOTO POINT 14 UT1— upstream (0112512021) 1 PHOTO POINT 14 UT1— downstream (0112512021) 1 PHOTO POINT 15 UT1— upstream (0112512021) PHOTO POINT 15 UT1— downstream (0112512021) Lyon Hills Mitigation Site Appendix 2: Visual Assessment Data —Stream Photographs PHOTO POINT 16 UT1— upstream (0112512021) 1 PHOTO POINT 16 UT1— downstream (0112512021) 1 PHOTO POINT 17 UT3 R1— upstream (0112512021) 1 PHOTO POINT 17 UT3 R1— downstream (0112512021) 1 PHOTO POINT 18 UT3 R1— upstream (0112512021) PHOTO POINT 18 UT3 R1— downstream (0112512021) Lyon Hills Mitigation Site Appendix 2: Visual Assessment Data —Stream Photographs PHOTO POINT 19 UT3 R1— upstream (0112512021) 1 PHOTO POINT 19 UT3 R1— downstream (0112512021) 1 PHOTO POINT 20 UT3 R2 — upstream (0112512021) 1 PHOTO POINT 20 UT3 R2 — downstream (0112512021) 1 PHOTO POINT 21 UT3 R3 — upstream (0112512021) PHOTO POINT 21 UT3 R3 — downstream (0112512021) Lyon Hills Mitigation Site Appendix 2: Visual Assessment Data —Stream Photographs PHOTO POINT 22 UT3 R3 — upstream (0112512021) 1 PHOTO POINT 22 UT3 R3 — downstream (0112512021) 1 PHOTO POINT 23 UT3 R3 — upstream (0112512021) 1 PHOTO POINT 23 UT3 R3 — downstream (0112512021) 1 PHOTO POINT 24 UT3 R3 — downstream (0210212021) Lyon Hills Mitigation Site Appendix 2: Visual Assessment Data —Stream Photographs PHOTO POINT 28 UT4 R2 — upstream (0112512021) 1 PHOTO POINT 28 UT4 R2 — downstream (0112512021) 1 PHOTO POINT 29 UT4 R3 — upstream (0112512021) 1 PHOTO POINT 29 UT4 R3 — downstream (0112512021) 1 PHOTO POINT 30 UT5 R1— upstream (0112512021) Lyon Hills Mitigation Site Appendix 2: Visual Assessment Data —Stream Photographs PHOTO POINT 31 UT5 R1— upstream (0112512021) 1 PHOTO POINT 31 UT5 R1— downstream (0112512021) 1 PHOTO POINT 32 UT5 R2 — upstream (0112512021) 1 PHOTO POINT 32 UT5 R2 — downstream (0112512021) 1 PHOTO POINT 33 UT5 R2 — upstream (0112512021) PHOTO POINT 33 UT5 R2 — downstream (0112512021) Lyon Hills Mitigation Site Appendix 2: Visual Assessment Data —Stream Photographs PHOTO POINT 34 UTSA — upstream (0112512021) sssss PHOTO POINT 34 UTSA — downstream (0112512021) Lyon Hills Mitigation Site Appendix 2: Visual Assessment Data —Stream Photographs VEGETATION PLOT PHOTOGRAPHS VEG PLOT 1 (0312912021) 1 VEG PLOT 2 (0312912021) 1 r,wd VEG PLOT 3 (0312912021) VEG PLOT 5 (0312912021) VEG PLOT 4 (0312912021) VEG PLOT 6 (0312912021) Lyon Hills Mitigation Site Appendix 2: Visual Assessment Data —Vegetation Plot Photographs VEG PLOT 7 (0312912021) 1 VEG PLOT 8 (0312912021) VEG PLOT 9 (0312912021) Lyon Hills Mitigation Site Appendix 2: Visual Assessment Data —Vegetation Plot Photographs CULVERT CROSSING PHOTOGRAPHS Hanks Branch R3 - Perched - Looking Upstream (0312912021) 1 Hanks Branch R3 - Looking Downstream (0312912021) 1 UT1- Looking Upstream (0312912021) 1 UT1- Looking Downstream (0312912021) 1 UT3 R3 - Looking Upstream (0312912021) Lyon Hills Mitigation Site Appendix 2: Visual Assessment Data: Culvert Crossing Photographs UT4 R3 - Looking Upstream (0312912021) 1 UT4 R3 - Looking Downstream (0312912021) 1 UT5 R2 - Looking Upstream (0312912021) UT5 R2 - Looking Downstream (0312912021) ft Lyon Hills Mitigation Site WIf Appendix 2: Visual Assessment Data: Culvert Crossing Photographs APPENDIX 3. Vegetation Plot Data c Ln c O 2 CC0 J � G H ci ci N .-i N Cn ci N .Mi 00 N Ln LM a c-I N — ci ci N .-i N cn ci N 00 N > a o Ln LA J O It N .-i N cn ci N M 00 N i a Ln H c-I ci ci M M M .--I N Ln 00 O V a c-I N — cn cn cn ci N Ln 00 o > a o LA J O ci ci ci M M M .--I N - 00 O N O a N cn ci ci Ln ci ci N ci Ln 00 n O C} G � — cn c-I ci Ln ci ci N ci Ln 00 O M a ci N > a o .r O LA +, J O M c-I ci Ln ci Ii N c-I 00 O a L U � N N ::I- M N N Ln l0 O N a _j N O — N N cn N N Ln ko > a o O LA J CN N ::I- (M N N l0 O a H M c-I ci M c-I M N ci Ln 00 O a ci N O M c I ci M c I M N ci Ln 00 O > a o LA J O M c-I ci M c-I M N ci 00 O . a � 3 y W 3 o"'c a a, T o w UJ UJ UJ UJ UJ UJ UJ UJ UJ U U {•% L Q LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ E N y GJ GJ Q t N 'n N a N O E O m E Y z E o -0 E t Q CL L N L Y aj K W U w m a g c� E 3� Y U Y U i 01 X > 6 U 6 co cr I Q I c m Ln m I IZI Q y a � z a a a c a o, a � o �c a 'S o`, o = o °; ° a Ln Z a a a o N O ' z ` zzzp m Cl z a a Cf Cf. Z� O M c aJ c Ln c O CC0 J � G c-I N c-I N N r-I ci ci Ln L6 c-I N N — O W M n M M .--I M N c-I n c C O �N.. m N N m O a N c-I N rq N c-I ci O c-I Ln 3 } J Q ON W M cn M c-I N N c-I r-I r4 c-I L^fl a H (M ci N N M N .M-I l0 N Ln O1 a ci N O — (M ci N N M N cn l0 1O N > a o Ln J O T N N M N M to N a Ln H N c-I ci 'T M N N Ln n O ko N eq 00 a — N c-I ci 'T M N N Ln c i N N 0 > a o } LA J C N c-I ci 'T M N N Ln n O r cc a 0 Q � N -i -i ci ci ci ci ci N � m Ln � a � .r L P a ci N O — N -i ci ci ci c-I ci ci N m Ln zzi- 3 > a77 O U J 0 N -i c-I ci ci ci ci ci N m a ci ci N N c-I N c-I ci Ln Q1 O ko l0 a ci N — c-I ci N N -i N -i ci chi M > a o l0 LA ci ci N N -i N .--I ci Ln m a l00 3 y W 3 oWc a a } v O cc °` O Q Q LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ E N y N Q t N V1 N a E N O E O m E Y z E O L -0 E E t a1 o_ L N Y a, K W i-2 t Q O cm:U -0 , m: a g cD E U 3 N aJ �- Y U Y U O i 1i x 6 U 6 co 1= IQ I 0� co Ln co z Q a E U cc a a a c a o1 a � o o a p p ,c a -c a 'S o° a o c° o` ai c' o � = o ^ ° ° a u Ln � o � 01 p p > a 'a a a a E zzzp m � z a` Cf Cf S APPENDIX 4. Morphological Summary Data and Plots Y oo N N O N o a o 0 f0 0 `m z � v c x d c v) c o g 0 J 0 C ro ti m O m Urq ti ti pp Ol n Ln m N Lf1 cl N V cl O Ln m c-I N � m 00 N c-I V � o V `~ O O N 00 N c-I O ti O o c c M s G1 X oo O O N X Ln n Ln � ^ Ln p ti O p c Ln Sri cy n n O v O v v O n O rl tD lf1 N O a V O m m O m lf1 o O m ti r r ti ti ti oo 7 � o m ti n ti ti ti m C lD ti Ln N O O O -hem � aI O O 2 I C c-I c-I c-I c-I c-I c-I c-I c-I c-I C c-I c-I c-I c-I c-I c-I c-I c-I c-I • �n op oo to o X m v v N m O r a) U tD .ti O Ln m .--� •--� • ry7 N N 00 N Lf1 N m I� n Ln ti ti m ti •--; V O ^ o .--i m tD .ti O o 0 � � Z, ^ Q Q w L Q Q w N N L L UJ UJ N Y N O +\+ L L UJ UJ N Y N O +\+ 0 C 0 X N L C L U w N bA 7 C 0 C 0 X N L C L U w N bA C l0 /0 Q Q UJ •� N V) Q N /0 Q Q UJ •� M to Q v v � 0 'v O = v v a 0 'v m u O w p = p\ t= a U N D c — c\ s=- U L N Y 0= 7 Y O s .1 H C 0 UJ U Y 0= 7 Y O s .1 H C 0 UJ U C m Q O mE N UJ O C— m� v— cm D w C m Q O � c E UJ O C— m� QJ CMw — w o N m o N w O O K Y 7 N LL m m N N w O O K Y 7 N Gl LL vt O m UJ O m UJ U p U p A w � m c m c Q Q x x c c O O a, w a, w z z Cm G 3 N M m 0 Y on N N O N o a o 0 f0 0 `m z � v c x d C v) c o g 0 J 0 C o m Ln m ti ti • Ol V lD Ol Ln I� O lD N V I- Ln m ll1 V1 N O o0 V V V 0 0 ti ti ti ti lD O O O ti ti m00 C C N m x N m O x N In m 'n s u ti O O s u ti O O cl LQ V O ^ V 00 d o0 LQ o0 LQ O N mO 1' lf1 O O N ti n •--� W m 0 to O O m .--� n `~ O m •--� •--� C cm Oo r,4 W O jC O O O C c-I c-I c-I c-I c-I c-I c-I c-I c-I C c-I c-I c-I c-I c-I c-I c-I c-I c-I • O N w Lf1 m cx c-I cy cy cx c-I m v ti 'n v D in o o0 0 00 LQ v O m • I-� 2 0 0 m .--i N O O l6 w O ti V I� ti N O O C C O Q Q w N N 7 O L L UJ UJ Y N O Y L L UJ UJ Y N O +\+ 0 C 0 X N L C L U w N bA 7 C 0 C 0 X N L C L U w UJ bA C v l0 v /0 Q Q UJ Ll 'v O •� N to Q O v N v /0 Q Q w •� N to Q w C= C\ p0 t 2 a U N = w C= C\ s 2 a U �n cn Y 0= 7 Y O s UJ Y C— H C 0 UJ U Y 0= 7 O s Y H C 0 UJ C m Q O C /0 C m v — w w C m Q O C /0 C m bNA w w N m m N w O O K Y 7 N LL N m m N N w O O K Y 7 N G1 LL vt O m UJ O m UJ U b U b m c Q m c Q . x T x c c O O A w a w z z :I- E E § a Ln oo co - § \ \ f / / 2 2) / / f 7 / 2 / \ / / - k k cm Ln \ k k � � � , . \ Ln \ \ \ Z 3 \ 2 \ . - 2 ) / \ / 2 2 / / / 7 / 2 \ k k as//\ // as//\ _ \ \ \ } j \ \ \ Q \ \ \ \ \ } j \ \ / \ \ — 7 - - \ x / a — _ \ x / aaj co \ \ co\ \ \ \ \co co r f ? ? 2 2 m CE G 3 an M m 0 _ � 0 X m m U cy • V Ln N Lf1 (n Ln O Ol Ln cn v1 m O O .ti N l6 O C N x N Ln N o re) m O Ln O O in V O tD O Ol O O U o tD 0 L!1 H c N 00 N C c-I N O C O C c-I c-I c-I c-I c-I c-I c-I c-I c-I • 0 X U ti V V to N Ln • Lf1 O O N N c-I O O C ^ s s N O O O Q Q w N L Y cmu N O Y O a a 0 c 0 x v s aJ _ aj (o N (o Q Q 0 aj •aJ N n N io U in Q O = w c= N O 2 a U v) Y 0= 7 O s O Y aJ 0 aJ C Q Y aJ C = aj — U m O N aJ m b - It m m N W K C V) LL NO m m i a U p � Y N m Q T x � c O a, w z /j) I I 7k 7k 2 2 fI \o 3 3 I I § § § 7 I 0 0 km km \m \ \ \ \ \ \ \ \ \ \ \ \ \ \ \) $ § ) ca $ § \ m § \ I I I ?§ ?§ ?§ m m m \N \/ \/ 3I 3I 31 o o ?I km \m r \ �> \�\$\\�\\2( \§\\$ M. ii))f» ii))f» ii))f\ ==_A}) ==_A}) ==_A}) )]/)_ƒ2 )]/)_ƒ/ )]/)_/o \\� §\ \\� §\ \\ §\ \ \ § \ \ § \ § 7 o � � � O O m N o O m O O N C G • 0 o " O oy N O z Y L' ao c = Y N 0 N - � O Y 0 0 0 N N u 3 "o 0 o I '^ 11 0 N V rl N ei O rl of ei (;aa;) tD rl uol;enal3 V ry ei rl i LSX � a Y m � £ 4�eaa y�ue�g s�ueH O a 0 0 m N O O � � m m i N L' G 0 0 o m � N O z Y L' ao c = Y m CO � N - � O Y 0 0 o �N m N u 3 "o 0 ci o I ti TI N M N O N N F M L 10 o01C L o m N 10 mei rl ei rl o ei ti rl ti ei �e (laa;) uol;enal3 2 r a zsx VI C O + a o `m 00 03 y z } + N on M r c c o 2 7 O O m 0 m o 0 O o G • 0 0 O z Y O It O O . 0 a \ 0 O � O Y O O m 0 0 3 "o o o � 0 m �1T I 0 0 o N w N io N (;aa;) v N uol;enal3 ry N o N w N N 0 m 1 Llfl ulJag � � v m V w sLn Z 0 0 0 0 o � o G m � O 0 0 O z Y O C O m � 0 a \ 0 O � � O Y O O m 0 0 3 "o o y m � o �I1T I N M } ..i i esx VI C O a y 0 0 Q N M O a O - o c m y z } o N to M O � a r o 2 7 O O w O m 0 0 i o � n � o G m � • 0 0 m O Y m O m O O m � n y m c 0 'm m O H Y m O O m 0 0 i 3 0 o y o � m Z I 0 w N io N v N (;aa;) ry N uoi;en O N 13 w O N 0 N o N N 0 m c m E x m y w m 0 V i 1 � . f 0 0 m 0 i o � o � m � • 0 0 m O s Y m O m T O . w c � � O O O Ol O m i 3 o o � m Z I T M 00 w � O rn + o v m io O v O o o O w Oil io Oil Oil a ti ti ti ti ti rl rl rl N (laa;) uoilenal3 7 i, 0 Ln En O n O O N O 0 i O O 0 G • 0 0 O Y m O m 0 N N m w } C O 'm m Y m O O 0 0 0 i 3 0 O y 0 � z I 0 V N N O N (laa;) of N uORena13 tD N V N ry N tD N 0 1 r H .i � 1 r0 .,'rn 0 0 O 0 i o � o � • 0 0 O s Y m O m O O G! � w C �0 O O m 0 i 3 o o � � z I 0 0 N O Ln N N N FO ci tD O V ry O L ti N � ti ti ti (laa;) ti uoilenal3 ti ti ti 7 M •I i S, M SSX � �i •�I v O n 0 0 0 O o G • 0 0 0 z Y O C O ifl . O O O O Y O O O O 3 "s o } 0 �l I N Ln to Ln 0 u+ i N F o o m Oti u cc ti ti ti ti (;aa;) uOl;enal3 ti ti ti rn n c E u c t c . J Z 4�eaa £lfl ulJag .1 : 95X N M M Ln V O 0 m 0 0 Y o o G • 0 0 0 a X O C N N N m w C O 'm m O H Y m O N O O 3 0 o y � z I IE 0(laa;) uORenal3 y�eaaLn 1!1 ui8agLn 0 0 0 0 o • 0 0 s Y O C O G! � G! C O`. � O O V 3 o � z I 0 ci u1 0 M Fo io v O w io M w � v� a1Oi ti � ti ti ti (laa;) ti uoilenal3 ti ti ti 7 M 1� SSX LSX 0 w o z w � f H O n v v c o`. � O 0 n i 3 o � z I a N Ln 0 0 N F o io ti v O w ti ti ti ti io ti v ti w L ti m 'n ti O u oC ti ti ti ti ti (;aa;) uoi;ena13 ti ti rn n c E m c L C b 4�eab Un ui8ag M ' c m Y N y W m O V O 0 o o G • 0 o " 0 0 O C Y C 0 a \ 0 c O � O Y O O O O 3 "s 0 �1T I 00 O w O O o v O (;aa;) O 0 O uOl;enal3 w a v f 65X i NID 0 0 0 0 0 G O 0 o m � o N } O C Y L' 0 a \ 0 c � O � O Y O O O N O � LL 3 "s 0 �1T I M M N N O N O o w io v O Oil Oil Oil N Oil o� Oil .ti t O u 0 � cc ti ti ti uol;enal3 ti ti F 7 E a m c � Z Peaa blfl ulJag y 0 0 00 0 ID O O w 0 0 Y o � o G • n 0 i 0 X O m O n y m C O 'm m O Y m O O O O 3 0 o y o � � z I io ti 0 0 v o ti ti ti w ti io ti v ti ti o� ti oisic 0 0 m 0 0 o � o � • 0 w o � N i 0 Y o m O N\ � w o p � � tD - � O O 0 3 w 0 o o � . � z I 0 0ID OW O w� w io v (;aa;) ry uoi;ena13 O o y ,. 0000 to N o 'o m x a u 40 c n 'c cc O O n O w n o � ,n m 0 i w g G • 0 o Y w � 0 a Y C N N m O G m O Y m O O Y O O u � 3 0 0 z� F o I � 0 11 w Esin 0 0o(;aa;) uol;e-13 4�eaU u!$a8 E s c 14 0 0 0 w n o � ,n m o i w g G • 0 o o Y w � 0 s Y m G! � O w p � � w - � O O W � O of 3 o F ^O I{ w N �• i0 0 0 v � v o w i0 (;aa;) uol;enal3 N m N 00 n o N N O O O0 O a 0 z N 0D N = O N 2 d Y 0 o �c o L C O V1 7 0 d J Y f0 CO o M Ol m L � m � N N � O N O V } O c-I 0 c-I c-I c-I c-I (}}) uoi;ena13 c-I c-I c-I ,1 I N C 3 o _ p 3 bA cli M O Ln -o V N C m OJ 7 O d bA s m Q t v D- Q u ut C +.+ OJ Q O_ .- OJ O_ i C O 6 OJ -O D O cy GO i O U L C_0 Y f0 L N C m C N -6_ N -6 -6 ON N Y � x3 E E 33 N Y CU m p v 3 N 2 w c-I �� .-I `-! rl m p Y t00 L U ccli m .v LL V to d V u m 0n N in O N ^ O O o 0 0 a r .� z m O F u V Nto d N N = O N 2 d Y 0 o vc o L C O _ 3 O O �oMONO0 N Q 0 OQV1 � lD 7 N N 0n 00 N n O N ^ o o o0 o a c on z° `m O } V O bA N = O N 2 d Y C o c� o L C 1. o. O 0 : F % ai y [ { ! t % ) [E= \ CIJ / § / ? j / 4 /) / / § F F 3: = cli ® } J » 40 r cLf� c c m_�- d cli co � j r $ ƒ \ £ _ \ ^ ) ) r � s \ ƒ ` ` `y G_m ` ` k / [ j \��04 � (A 2 ,gCL0 000 0 1 _ ( ƒ � \ Ln o w� o to aj bD - :\y\\\\� -� o g� ) )j\/)\/\ \} m � a 2/ cq 3a e_�_ m i \j j } \ ^ ) § ƒ ` ` `y G_m ` ` 9i E ° o - 3 vLn OJ Y i a O N N v C OJ c� iy ut C Q O_= OJ s c O -O OJ -O O -O -O U C c-I O O c m V m O, -O Y° U O N N oN N a v 3 v Y r v 3 7 Cl 0l 7 lq -I 7 7 I� o p U -O N 4 o o m o ti CO .--i .4ai C m i N d N V1 N O u O C O m � v a c 0 -o °o v o � c m O 0 N O } N N 0 N N N N N N (4j) uoiIenal3 N N N N 0 , % % } ƒ , \ txo cli txo m -0\ � _ 0 cli -� _ g� ) )j\/)\/\ \} m a 2/ / zc-ece \» d � \� j } \ , / w � § ƒ ` ` `y G_m ` ` E ° 3 O O � ^ & % ƒ : . \ ai In y [ ) / ! t j - 2aj - ƒ _ / \j\/\\/\\i \} 7 �» ��cczc_r»_ d co \� � j r $ ƒ \ £ _ ^ \ ) ) e � s \ ƒ ` ` `y G_m ` ` F E v 3 tyaV0O. OoCmN 0 �vcoc1 -�YaNN}�7100 a, E v N c 3 - o 0 3 v00 bZ OJ Y i O O In u- O �' O 20 O f0 '..' N v C W O � O N N t c v Q -O -O V C O -O N U C c-I O � O O C m !0 O t C -O +0+ O t O OJ N U y0. v° a0 m y �, ° c 3 v ,n x 3 E E 3 t 3 v° N Y � v 3 ati D m a N �n �n N �n o f0 m o o m o N m •� v -p O 0 v m L d N V1 N O u O C O m � v a c 0 -o °o v 00 oN O � C m O N O N O } tp c-I 0 �Il c-I � c-I m c-I (��) uoi�enal3 N c-I ci c-I � ai 0 s s V L aj N al 0 41 V V m � a m � Y (j C � t0 2 � al a O O O O O O ri o O O o £ E N LA O N o m al m2 a ti 0 0 0 Y 0 v m `w CIL a a U ; m A U a N O O m w O (%) O 0 anl;elnwn:) O O O ;ua:)Jad O O O 96. Oa 8� O� 15� Or �l S r9 F 9S, 2 OSr O6, al � •3 n s „ fa i E N M N 9' N v i � V 00 •; N � 8 a � 2 S 8� t S� 1�1. O S2r O 2 900 O O O O m O w O O � 0 O � O O a m O N O - ;ua3Jad sseli lenpinlpul c '+� QI v1 n N CO m O� M M M 7 V1 v1 .-I 1� M CO N m m O O O O O O O O E E u' m a a � N a .-I M N V1 tD .-I .-I V1 Ca .N-I .�-I .N-I M V1 M O � C 7 H O U V d a a a) V1 M x N V O co O lD O tD N N M V1 7 7 tD Q1 m ry Ca V1 tD .N-I N W O H E w E O O O l O •--I N N 7 V1 Ca .--I .--I .--I N M V1 n QI m O O O ' -I N �/1 0 0 Ca O tD O O g N N M v1 7 7 tD 0 m oo c ti N co 7 3 E O O O O O '-I N N 7 v1 Ca ,y '-I N ,y .-I N H v v N N E Lo J i m `0 - N U i� LL N N U U O N Y N > C LL N o u>>> N N N C LL C LL °i u o u o u>> N N Jp Jp °' v m t m g p26� ,J7bb ��AO C h m O QI "a M N n N .6 tD co 3 a L V � m E QI r II m U F a -" O O s .� d 3 V V 0' m a ci c � O u° N N a O o O O O O ri o O O o E E L O N N o m N r a � 0 0 0 Y 0 v m `w EEL a a U "> m A U a N O O m o� o � (%) O io anl;elnwn:) o 0 0 ;ua:)Jad 0 0 0 96. Oa 8� O� 15� Or �l S r9 F 9S, 2 OSr O6, n9 t N v � F v V tr v v m O 9 a S 8� cl t S� S�. O S2r O 2 900 O O O O m O w O O � 0 O � O O a m O N O .-I ;ua3Jad sseli lenpinlpul '+ c N 0 7 00 00 00 00m M 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O a � � E E u' m a a � N a a) .—I .�-I N tD N .--I 7 M 7 7 M 00 � C 7 H O U �n m u00 a a w v n v v v m ooLD v o o x tD N .--I N cl 0 0 o0 O tD O O O tD N v1 7 0 00 O ooO�~ tD N N N 00 co 7 O E N E O O O p ""I N N 7 V1 00 .--I .--I N n N m O ccD'O N 0 W O tD O O N v1 7 0 oo coti N 7 0 O 0 '-I 0 0 0 --� N N 7 V1 o6 ti to N N M 7 tD Q1 ,y ,y N Moo 0 0 N aj H v v lu H E T Lj m `0 N U i� N N U U y v a� i i v v v v 5� 6 �-8 a — 7n> v 5 LL o u v > v > v > 5 LL 5 LL o u o u v > v > E E,, E E v m t m g p26� ,J7bb ��AO C In 00 E O o 00 3 a L u � � K N � II II II II II II m U O O v V y !0 O V M � !0 � d en c F O M u° N cu N O o O O O O ri o O O o E H \ 0 N u N m a � 0 0 0 Y 0 v m `w CIL a a U � A co A U a N O O m o� o � (%) O io anl;elnwn:) o 0 0 ;ua:)Jad 0 0 0 96. Oa 8� O� 15� Or �l S r9 F 9S, 2 OSr O6, n9 6 V S15 s a �F E V y y 9l v (0 v N o � � V O 9 d S 8� cl t S� S�. O S2r O 2 900 O O O O m O w O O � 0 O � O O a m O N O - ;ua3Jad ssel:) lenpinlpul '+� c N E 7 M M M 7 7 tD CO O1 O O CO m m 00 m O O O O O O O O O O O O O O O O a � � E E u' m a a � N d M N CO M N O � C 7 H O U V d N O N N '-I rl N .--I rl .--I .--I 7 .--I Ln f0 d a Ln E x N O V .N-I O N O O O CO O tD O tD N N V1 7 0 m ry CO V1 tD .N-I N W O H E E O O O l O `ti N N 7 V1 CO N N n N N 1 O tD N N v1 O O CO O tD O O O tD N v1 7 0 CO N O CO tD V1 N N N 7 E O O O O O .-i N N 7 V1 CO .--I '�-I N M 7 tD O1 N tD M .-I v1 O .-I N H v v H H aj a T m `0 N U i� LL N N U U - - - - O U ._ ._ ._ N '-' N > C i.� O O U N > N > N > C C O O O U O U N > N > E E JO JO E E N ip v m m � g p26� ,J7bb ��AO C In 00 E T N to ^ O O O O 00 L u � E K N � II II II II II II f0 U O O °1 � L N 3 s V y !0 O V M fY1 !0 � d m c F O u0 N N d O o O O O O ri o O 0 o E E A LA \ N A u N r m � 0 0 0 Y 0 v m `w EEL a a U > A co A U a N O O m w O � !%) O io anllelnwn:) o 0 0 lua:)Jad 0 0 0 96. Oa 8� O� 15� Or �l S r9 F 9S, 2 OSr O6, n9 V 15 t a �F E 9r2 d m H 9l m fY1 � � "O V tr v M � - Z 0 9 O 9 d S 8� cl t S� S�. O S2r O 2 900 O O O O m O w O O � 0 O � O O a m O N O - ;ua3Jad ssel:) lenpinlpul c '+� N ;' 7 O .--I .--I .--I tD .--I tD .--I tD .--I tD .--I O1 .--I 7 N 7 M N 7 7 1� CO CO m m m O O O O O O O �• a � � E E u' m a a � N d 7 tD .-I V1 M V1 CO .N-I .M-I .~-I tD M 7 O U M N .--I M M N 7 N M N M N M V d f0 d a m CO m tD M t n N V O00 CO O tD O ryCOE1 W N O O O N I N n N O 0 CO O tD O O to N N M v1 7 7 tD 0 O1 co ti N CIO 7 CO ,y '-I N ,y N M v1 N H H H T `0N UNNUU O Juv LL vov u>> vEE-vvoo LL LL u u v > v > EMMEE°iv> m m � g p26� ,J7bb C O J W h 00 E O M M N O ON � � N L u � � K N � II II II II II II f0 L U 0 C O � u in o N a c o v cli s = a 0 V O N m O O w 2 M O O N V y m O V M a a c M O u N cu Gl a O o O O O O ri o O O o N H \ N A u N 2 r a � 0 0 0 Y 0 v m `w CIL a a U A A U a N O O m o� o � (%) O io anl;elnwn:) o 0 0 ;ua:)Jad 0 0 0 96. Oa 8� O� 15� Or �l S r9 F 9S, 2 OSr O6, n9 +, a (U S6 s a �F E V m y J f0 rl H 9r m c I � � V o m S 9 a S 8� t S� S�. O S2r O 2 900 O O O O O O O O O O O ;ua3Jad sseli lenpinlpul c '+� a 0 L O M Ol co N co M 0 7 n 7 o O n O m co n n 00 o m m m m m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a � � E E u' m a a � N a M tD a) � C 7 H O U u d a a I_ x tD N .--I N cl cl� 0 0 CO O tD O O O tD N v1 7 0 CO O tD N N N 4 00 7 O E N E O O O p •--I N N 7 V1 CO n N N O ' O O tD O N rl N v1 O O CO O tD O O O tD N M v1 7 7 tD 0 m.--I co 0 co tD N N N O 7 O O O O O O rj N N 7 V1 CO .--I .�-I N N M V1 N H v v H H a T ILJ Y v � i i v v-0 i i Qj �-8 > LL u > > > LL LL u u > > �° �° �° i m � g p26� ,J7bb ��AO C h 00 Li N a 0 ? 0 ^ O M M v W 3 a L u � � K N � II II II II II II f0 u O O °1 s ,a L N 3 s y !0 O V M fY1 !0 � a a c M O u N N a O o O O O O ri o O O o E A LA \ 0 N � u N m a � 0 0 0 Y 0 v m `w CIL a a U > � A A U a N O O m o� o � (%) O io anl;elnwn:) o 0 0 ;ua:)Jad 0 0 0 96. Oa 8� O� 15� Or �l S r9 F 9S, 2 OSr O6, n9 V S6 t a �F E 9r2 d m = V H o � � V o m 9 a S 8� cl t S� S�. O S2r O 2 900 O O O O m O w O O � 0 O � O O a m O N O - ;ua3aad ssel:) lenpinlpul c '+ N L 7 Cn m N 00 M O 7 O 7^ O .-I M 7 v1 .-I N M 00 .-I m m m O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 a E E E M u' V, m as as � f0 7 V1 N Cfl N .--I N .--I .--I - .--I .--I rl .--I .--I - - .--I O V V N a � O 7 V1 Cfl 00 00 rl O 7 O U u d a as 7* cc 00 00 rl N V O O lD O tD N N M V1 7 7 tD 0 Cfl ry oo V1 tD .N-I N o4 O f0 H E N E O O O O `ti N 10 N 7 V1 CO N N n N E N 'E O O tD O N rl N L 1 O O o0 O tD O O O tD N M v1 7 7 tD 0 Cfl oo N O oo tD �/1 N tD N .-I N O oo 7 O O O rj .�-I N Qj H a a Qj H Q T Lj m `0 — N U i� LL N N U U o U y v -6 `m i i vLIU "6 ``iim m m m mO ma v > 5 LL a' o u a, > v > a, > 5°' - °' o u o u a, > a, > E E �° �° a,n �° m m � g p26� J7bb �1AO C J W h 00 E E aJ � D O ? 7 N 7 M M O O a !� o C5 o .-I M a, 3 a L u � E K N II II II II II II f0 L V 0 C O � u in o N a c o v cli s = a 0 V C In C m O O Ln 2 M O O °1 s N 3 V y !0 O V M Na � Lc n F O u0 N cu Gl a O o O O O O ri o O O o E H \ o N A u N m � 0 0 0 Y 0 v m `w CIL a a U A A U a N O O m o� o � (%) O io anl;elnwn:) o 0 0 ;ua:)Jad 0 0 0 96. Oa 8� O� 15� Or �l S r9 F 9S, 2 OSr O6, n9 6 V S15 s a �F E V y d 9� v m v o '9I fo � N D -0 u tr Lm M u - v 9 m S 9 a S 8� C, t S� S�. O S2r O 2 900 O O O O m O w O O � 0 O � O O a m O N O - ;ua3Jad sseli lenpinlpul c '+ a v o o m m m co v n v o 0 0 0 0 0 0 0 0 E m a a � N a N 00 tD .--I N V1 m m M M O � C 7 H O u 0 00 m a a I_ mx tD N .--I N cl 0 0 00 O tD O O O tD N M v1 7 7 tD 0 Q1 00 O tD N N N 00 00 7 f0 O ~ E E O O O p •--I N N 7 V1 CO .N-I�oo N n N N O 0 0 o0 O tD O 0 g N N v1 7 0 m co co c ti N O oo 7 O .--I N M V1 H v v aj a Lo m T °�� u v v i i v v v v o i i w bb m m w� a Z in v > 5 i.� o u v > v > v > 5 LL 5 LL o u o U v > v > {_ � {_ � {_ � {_ � v m m � g p26� ,J7bb ��AO C In 00 M CO M tD 1� O 7J •--I N n M .--I 00 3 a L u � K � N � II II II II II II f0 U N C O 'Y 'Y � � N Y H IA 0 U M � i 0 t a U Y C C � O m O u Y C � = a0 0 0 0 0 0 � 0 o o E E N N A � U N � m a •y 0 0 0 c+ 0 a w O a a a O —y A A U iq 0 0 (%) 0 ani;einwn:);ua:)Jad 0 0 0m 0 0 am r.1 0 0 - 0 96. Oly 8� O� 15� OI �r S �9 F 9S. OS r N 06 C r- �9 U toaj S� _ L o a �F E r „ � rr (U ■ C a M > Co 'a u CP N O a S a m 2 82 2 r S� S�. O S O r 900 0 0 O 0 m 0 w 0 � 0 0 0 0 m a 0 m r 0 0 .� luaaJad ssel:) lenpinipul '+• c Ol O l0 N l0 0 0 0 0 0 0 0 0 0 0 i 7 0 0 0 0 0 0 0 0 N �t 00m N M � ^ 0 0 0 0 0 0 0 0 0 0 Ol a m E E n m u as a a 'O ci O1 Cr E 0 D O N `""I O N O O 00 O D 0 0 0 D N V O 00 O D N N N 00 00 O E a E O O O O .--I N N � V1 00 .--I .--I N M � lD O1 .--I - n a M �_ O lD N V1 0 0 o0 O lD 0 0 0 lD N V1 O 00 O 00 lD N N N 00 .—I N C E o.S S E E O O E> a, `m Y U y T t0 T t0 t0 70 70 ho 00 M M lu -6 U n> 'LL 2 u>> > 'LL LL 2 2 U U>> n n �° M n n J m M > Y Zbs 76b� A�OJ 0 h m E N N N U) 00 m O O to N O M c-I V1 N lD O al N V1 +w O p� m L u II II II II II II O a+ r ate+ O � N N (n V 0 m o a a+ ri � 3 U N N a 0 0 O O 0 � O 0 O N N O N ri N o m � u w � a � 0 0 0 c+ 0 a w O a a a ON —y � A A U iq 0 0 (%) 0 ani;ejnwn:);ua:)Jad 0 0 0 0 0 0 0 96. Oly 8� O� 15� OI �r S �9 F 9S. OS r oe ar �9 Q o. �F E CU 0 H u rr a H 8 O 9 a S 82 z r S� S�. O S O r 900 0 O O O m O w l' O O 0 O O m a O m r O o .� luaaJad sse13 jenpmipuI c '+• i 7 M M ^ .--i ti .--i ti .--i ti .--i ti m ti � ti v1 ti m ti O N m N 00 M v1 V1 O I� .--i 00 0 al 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a m E E n m f0 � M � � N .--I rl � •--I M .--I •--I •--I .--I Q7 � O as a a 'O u 0 Ol M � � N .--I rl � •--I M .--I •--I •--I rl Q7 � O E N lD O N •--I O N O O 00 O lD 0 0 0 lD N M V1 lD O m 00 O oo lD N N N O ON O ~ E a E O O O p •--I N N V1 00 .--I N M V1 n a m �_ O lD N V1 0 0 00 O lD 0 0 0 lD N V1 O 00 O oo lD N N N 0 0 0 0 0 --I N N V1 00 N M lD al N > C E o.S S E E O O E>, a, `m m t° N V LL LL N N V V o U Y T N o t0 T O N7, , t0 t0 L L t0 t0 h0 00 m m a '6 y to > .LL V > > > .LL LL V V > > to In In In J m a > Y 76b� A�OJ Zbs 0 h m a v1 ^ N 00 O a h U) 00 p •--I •--I O O u N y 0p N O 00 w O p m L u II II II II II II 0 O a c 3 O u Y in N N � O N O ry 0 -0 0 y - O u 0A O N O N z r tko U v c o N .o ._ u v� — = o o O 0 o M u3o2 c O 'y IA U H H U O i a P'� Y C � O H CJ N a 0 0 O O 0 � O 0 0 � \ O N A U a 0 0 0 c+ O a w O a a a 0 � A A U iq 0 0 (%) 0 ani;ejnwn:);ua:)Jad 0 0 0 0 0 0 0 96. Oly 8� O� 15� OI �r S �9 F 9S. OS r os �9 t0 � a O w a �F E U/ A y O � N o � yr u` u rr a cr u S 82 z r S� "'0 S O r 900 0 0 O 0 m 0 w l' 0 0 0 0 0 m a 0 m r 0 0 - luaaJad sse13 jenpinipuI '+• c u O N v1 O M N 00 00 O n m ^ ^ ^ 0 0 0 0 0 0 0 0 Ol a m E E n m u as a a 'O u Ol Cr E N lD O N •--I O N O O 00 O lD 0 0 0 lD N V1 O 00 O oo lD N N N ' ON O ~ E a E O O O p •--I N N .4 V1 00 M lD m .--I N M V1 O n a m �_ O lD N 11 0 0 o0 O lD 0 0 0 lD N V1 O 00 O oo lD N N N 0 0 0 00 N M lD al N > C E o.S S E E O O E a, `m Y m t° N V> LL LL N N V V O U y T t0 T t0 t0 t0 t0 N ho N 0p — to — t0 u '6 U In i .LL V i i> .LL LL 2 V V i> to In In In J m a > Y Zbs 76b� A�OJ 0 h m al lD M .--I � O u f0 00 N V1 0000 N w O p m L u II II II II II II 0 a c 3 0 u Y in N oo N � O N O ry 0 -0 0 Cu- O u O z a N tlA 0 N r v c o u A O 0 O M u 0 r 0 00 'y IA U H H U O i a C 0 H CJ N a 0 0 O O 0 � 0 0 C�C � \ O N A U a 0 0 0 c+ O a w O a a a 0 � A A U iq 0 0 (%) 0 ani;ejnwn:);ua:)Jad 0 0 0 0 0 0 .� 0 96. Oly 8� O� 15� OI �r S �9 F 9S. OS r os �9 00 a o i w a �F E U/ N y O N o yr u` fvi u rr (J O u en 2 CP S 82 z r S� S�. O S O r 900 0 0 O 0 m 0 w l' 0 0 0 0 0 m a 0 m r 0 0 - luaaJad ssel:) jenpinipuI c '+• U 7 N N M M al al O7 al M ti V1 N M M .--I 4 O V1 O lD M I� V 00 M m 00 F 0 C-1 C-1 0 0 C-1 C-1 0 0 C-1 0 0 0 0 0 0 Ol E a m E E to m �t 00 00 m 00 u L as a a 'O u Ol -zt 00 00 m 00 E 0 D N O O O 00 O D 0 0 0 D N M V lD O O1 0 00 00 O D NNO O ON ~ a O O O 00 d � n a m �_ O lD N V1 0 0 o0 O l 0 0 0 lD N V1 O 00 o- O oo lD N N N o0 M U) al N M V1 0 .-I 0 N C E o.S S E E O O E> a, `m Y m t° N V LL LL N N V V' O U Z T t0 L T t0 t0 L L m m N h0 N 00 — m — m a N '6 y to > .LL V > > > .LL LL V U. > > to In In In lu -mi m a > Y 76b� A�OJ Zbs 0 h m E O u ti N 1 O - 00 - w up y m E O p m L u II II II II II II 0 O a c 3 O U Y in N CT) � O -0 0 O cu - O J tlA O Z a N O N r v o N .o ._ u v� — = o o O o C u 0 c O O � O i Y •Y N U H H U O i a P'� Y C O H CJ N a o 0 O O 0 � 0 0 � � N �y O N N � A U u a o 0 o c+ O a w O a a a 0 � A A U iq o o (%) o ani;ejnwn:);ua:)Jad o o o o o o .� o 96. Oly 8� O� 15� OI �r S �9 F 9S. OS r os �9 Q1 � a O u w a �F E H N aJ � o N u` N U N � u S 82 z r S� S�. O S O r 900 0 O O O m O w 1, O O 0 O O m a O r m O o 2 luaaJad sse13 jenpinipuI c '+• u i 7 N ti U) ti O N N N N N N N U) N N M 00 4 S U) O 00 N m lD m 00 F 00 F 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E a m E E kn as to m u as a a 'O Ol E f0 lD O N •--I N 0 0 00 O 10 0 0 0 lD N M V1 lD O al 00 O 00 lD N N N 00 O E a E O O O Q •--I N N �t V 00 .--I .--I N n a m �_ O lD N V1 0 0 o0 O l 0 0 0 lD N V1 O 00 O 00 lD N N N V1 00 N M lD al �--I N M 0 .-I 0 N C E O S E E O O E> a, `m Y to :� O N V .S LL ii O O N N V V 2 p N t0 t0 t0 t0 t0 O h0 O__ Op t0 t0 -6 U In u .LL V > > > .LL LL V V > > to In In In J m a > Y 76b� A,OJ Zbs 0 Di W m E O O u N y V1 O oo rj ti N �t oo E O p m L u II II II II II II 0 O a c 3 O u w Ln ry O CU +.+ 00 c-I -0 0 O cu c U tlA O n O N z r tko U v c o N .o ._ u = o o O 0 C u 3 o 2 c O o � C i Q Y V1 v v (n H U � i CJ d M C � O � o r u Dy Z N a 0 0 O O 0 � 0 0 E v � O N N � A U w u A a ti 0 0 0 u O a w O a a a 0 � A 41 U iq 0 0 (%) 0 io ani;einwn:);ua:)Jad 0 0 m 0 0 a m ru 0 0 - 0 96. Oly 8� O� 15� OI �r S �9 F 9S. OS r os a -I � O i � U acu �F E t/f 0 Zn N M 9 N �� \ 4 / O sr "a rr aJ M H v 8 S 82 z r S� S�. O S O r 900 0 0 O 0 m 0 w 0 � 0 0 0 0 m a 0 m r 0 0 - luaaJad sseI3 lenpinipul c '+• OJ 0 i 7 0 0 0 l0 W r, N N N N N m M � l0 W Ol m m �� m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E a m E E 7 kn w to m f0 N U) N lD 00 u L as a a 'O u 0 Ol U) N lD 00 Cr E 0 D O N •--I N 0 0 00 O D 0 0 0 D N V cm 00 O D N N N O E a E O O O O .--I N N.4 V 00 n a m�_ O lD N V1 0 0 00 O lD 0 0 0 lD N V1 O o0 O oo lD N N N E 0 0 0 0 � V1 00 N M lD al .-I N C E o S E E O O E> a, `m Y N V .S LL ii O O N N V V o U y �' N u m � t0 t0 t0 m O w O__ Op t0 t0 .� -6 U In > .LL V > > > .LL LL V V > > to In In In J m a > Y 76b� A�OJ Zbs 0 tip W m E a. O C V . 00 u O1 j0 of E O N C u` c m L u II II II II II II 0 O a c 3 O u w Ln N c-I CU +.+ 00 c-I -0 0 O cu c U O a N tlA O N . r v c o u A O 0 O V u 0 c O U (n H U � i 0 u a N C � O Ln o r u N a 0 0 O O 0 � 0 0 N O N N � A U d m a 0 0 0 c+ O a w O a a a 0 ? � A A U iq 0 0 (%) 0 ani;einwn:);ua:)Jad 0 0 0 0 0 0 .� 0 96. Oly 8� O� 15� OI �r S �9 F 9S. OS r os '.9 a -I � C N Sy O i U acu �F E Vf 0 N aJ 9 r 4 / O 9j " rr a N a 'j LnLn 'v 8 � O L 9 a S 82 z r S� S�. O S O r 900 0 0 O 0 m 0 w 0 � 0 0 0 0 m a 0 m r 0 0 - luaaJad sseI3 lenpinipul c + a m i 7 0 0 0 0 0 0 0 0 N � 00� 00 � ^�� 0 00 00 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 E a m E E 7 k w m f0 N N N �t 00 N 00 00 00 N O as a a 'O u 0 O1 N N -ztN- I N N 00 00 O N O Cr E xm D O Ln N •--I c N 0 0 o0 O l0 0 0 0 D N M' V U) O m o0 O o-o D N N N O� oo O oo O O r E E O O O Q •--I N N 'zt V OO .--I .--I N .--I N M I n a m�_ O lD N V1 0 0 00 O lD 0 0 0 lD N V1 O o0 O oo lD N N N E 0 0 0 0 � V 00 N .-I N C E o S E E O O E> a, `m Y to :� O N V .S LL ii O O N N V V p U y ' N t0 N N -,u -,ut0 t0 70 70 a) - O__ Op t0 t0 .� -6 V > > > .LL LL V U. > > to In In In J m a > Y 76b� A�OJ Zbs 0 tip W m E �"� •--I N M n M O O 00 00 u W 0 of E O N ua a m L u II II II II II II APPENDIX 5. 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