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HomeMy WebLinkAbout20030557 Ver 1_Year 7 Monitoring Report_20120823Shepherds Tree Stream and Wetland Restoration RECEIVED EEP Project No. 333 2011 Monitoring Report: Year 7 Construction Completed: 2004 Submission Date: May 2012 Submitted to: NCDENR -EEP 1652 Mail Service Center Raleigh, NC 27699 h 1� 1�temif ICENR reoc.wn+ A rx JUL -- 3 2012 NC ECOSYSTEM' ENHANCEMENT PRO Table of Contents SECTION 1 - EXECUTIVE SUMMARY 1 1 Project Background and Overall Site Monitoring History 1 -1 1 2 Goals and Objectives 1 -1 1 3 Vegetation Assessment 1 -2 1 4 Stream Assessment 1 -3 1 5 Wetland Assessment 1 -5 1 6 Annual Monitoring Summary 1 -5 SECTION 2 - METHODOLOGY 2 1 Methodology 2 -1 SECTION 3 - REFERENCES SECTION 4 - APPENDICES List of Appendices Appendix A — Project Vicinity Map and Background Tables Figure 1 Project Vicinity Map and Directions Table 1 Project Restoration Components Table 2 Project Activity and Reporting History Table 3 Project Contacts Table Table 4 Project Attribute Table Appendix B — Visual Assessment Data Figure 2 Current Condition Plan View (CPV) Table 5 Visual Stream Morphology Stability Assessment Table Table 6 Vegetation Condition Assessment Table Photos Stream Station Photos Photos Vegetation Plot Photos Appendix C — Vegetation Plot Data Table 7 Vegetation Plot Mitigation Success Summary Table Shepherds Tree Stream and May 2012 Wetland Restoration Monitoring Year 7 EEP Project No 333 SECTION 1 EXECUTIVE SUMMARY 1.1 Project Background and Overall Site Monitoring History The Shepherds Tree Stream and Wetland Restoration Project (Site) was developed as a North Carolina Department of Transportation (NCDOT) project and is located in Iredell County, southeast of Statesville between Triplett Road (SR 2362) and Knox Farm Road (SR 2363) (Appendix A) The Shepherds Tree main channel and its tributary are first order tributaries of Third Creek, located within the Yadkin River watershed (HUC 03040102) The site drains approximately 1 06 square miles, occupying approximately 160 acres within the 2, 10, and 100 year floodplain of Third Creek The stream and wetland enhancement/restoration was designed by KCI Associates of North Carolina, PA Construction activities were completed in 2004 Monitoring has been conducted annually from 2005 to present Beaver have been plentiful and persistent in making use of the channel since 2006 Per EEP, the USDA wildlife control contractor that works this region has indicated that the Third Creek corridor that runs along the Southern project border and its associated tributaries is heavily populated with beaver As per EEP, the United States Department of Agriculture (USDA- APHIS) has removed many beaver and dams from the site and was directed to engage in a minimum of monthly monitoring of the site since late 2009 with visits based on reports from monitoring personnel prior to that The size of the site, heavy vegetation, abundant surrounding beaver population, and the small nature of the project channels combine to permit rapid re- colonization and dam construction, making the site particularly challenging to control for beaver The area immediately surrounding the confluence of the project main stem and the tributary in the lower third of the project has seen the most activity, although beaver began constructing dams closer to the top as well entering the third creek tributary from the other west side of Triplett road The combination of extreme drought conditions and beaver precluded measurement of channel cross - sections (required by 1 of the 7 project permits) in 2007 and 2008 to permit measurement under fluvial conditions However, 4 cross - section overlays are available for 2006, 2009, 2010, and 2011, spanning 6 years of elapsed time Beaver re- colonized sections of the project again in 2011 in- between control /removal efforts, but no dams were evident in site visits conducted by EEP in early 2012, although beaver activity was evident 1.2 Goals and Objectives Historically, the Site was utilized for agricultural activities and improvement projects through the Civilian Conservation Corps, resulting in the re- alignment, ditching and berming of Third Creek Adjacent floodplains and streams were also cleared, drained, and ditched These activities are thought to have inhibited stream and wetland function within the Site, resulting in a degraded riparian community Shepherds Tree Stream and May 2012 Wetland Restoration Monitoring Year 7 EEP Project No 333 Page 1 -2 Executive Summary The main goal of the project was to re- establish an integrated wetland - stream complex that likely existed on the Site before its historic disturbance This wetland- stream complex was proposed to restore ecosystem processes, structure, and composition to mitigate for wetland functions and values that have been lost as a result of human induced disturbances in the Yadkin River Basin The proposed mitigation plan included stream, wetland, and riparian restoration components The project consisted of restoring approximately 10,704 linear feet of stream, 91 acres of forested wetland, and 5 acres of emergent wetland The stream restoration component consisted of restoring approximately 9,904 linear feet of perennial stream and 800 linear feet of intermittent stream A sinuous, stable pattern, with nffle -pool bed features was constructed In- stream structures were installed to provide bank stabilization, habitat, and maintain grade control Wetland restoration consisted of plugging and filling agricultural ditches and planting native vegetation Riparian areas were planted with native bare root seedlings and herbaceous cover to enhance the riparian areas, improve habitat, and stabilize streambanks Appendix A provides detailed project activity, history, contact information, and watershed /site background information for this project 1.3 Vegetation Assessment Vegetation Plots The 2011 (year 7) vegetative assessment and vegetative plot analysis was conducted in June 2011 Vegetation assessments were conducted following the NCEEP 2004 Stem Counting Protocol, which consists of counting woody stems within the established vegetation plots Approximately 91 acres were planted with various native hardwood tree and shrub species for the Site Previous monitoring reports indicate that ten 50 ft by 50 ft (0 057 acres) monitoring plots were established by NCDOT for this project During the 2006 monitoring year, four additional vegetation monitoring plots were established and included as additional vegetation plots to be monitored during subsequent monitoring events Success criteria established for Site vegetation plots required that the planted woody stem count must meet a minimum density of 320 stems /acre after three years, 290 stems /acre after four years, and 260 stems /acre after five years The 2011 vegetation monitoring results indicate that the Site is meeting vegetative success criteria All vegetation plots excluding Plot 10 (246 stems /acre) met the success criteria individually Average site density is approximately 491 planted stems per acre with an average of 28 live planted stems per plot A review of the total stem count, including natural recruits, indicated an increase in the average site density to approximately 1,351 stems per acre with an average of 77 total stems per plot The number of native woody species per plot ranged from 7 -13, indicating good diversity as well Shepherds Tree Stream and May 2012 Wetland Restoration Monitoring Year 7 EEP Project No 333 Page 1 -3 Executive Summary These averages did not include vegetation data from Plots 2 or 7 due to the high density of woody species and the anticipated lack in count accuracy (> 5000 stems per acre) This would have skewed the site average, but needless to say the density of Plots 2 and 7 far exceed regulatory requirements Plot 2 was composed of a very dense with woody vegetation population and was dominated by red maple (Acer rubrum), river birch (Betula n►gra), green ash (Fraxrnus pennsylvanica), sweet gum (Liqu►dambar styraciflua), American sycamore (Platanus occidentals), willow oak (Quercus phellos), black willow (Salix nigra), and winged elm (Ulmus alata) Plot 7 was comparatively dense and composed of similar woody species identified within Plot 2, however, species within this plot were dominated by American sycamore Stem counts estimates for both plots would have increased the current year average for identified woody stems per plot and acre and potentially species diversity, however, data within these plots were not collected and estimates of the increase in average stem and species counts cannot be quantified Please refer to Appendix B for representative vegetation plot photographs and Appendix C, Tables 6 through 9 for detailed information regarding the 2011 vegetation current conditions and monitoring data results Overall Vegetation Assessment Some loss of streambank vegetation was evident in previous monitoring years and is again present as a result of recent beaver activity near the confluence area with the unnamed tributary However, this is a small proportion of the site and the overall growth of the riparian buffer is good and appears to have improved in most portions of the Site Increases in vegetation along the streambank and in some historically affected areas are most likely due to the resprouting of suspected dead saplings and new volunteer species Black willow stakes have developed into trees that are providing significant bank protection along the project corridor In many areas, willow trees appear to be reducing the cross sectional areas of the restoration reach, but low flow conditions have precluded erosion around the willows and the occurrence of debris dams Autumn olive (Elaeagnus umbellate), Nepalese browntop (MIcrosteglum vimmeum), Chinese privet (Ligustrum sinense), kudzu (Puerana lobata) and blackberry (Rubus sp ) were observed within the floodplain Kudzu is most apparent where it is encroaching into the easement area along the easement fencing (primarily along Triplett Road) and streambanks (approximate stationing 38 +00 through 46 +00) The area along the streambanks appears to be consistent with last year's assessment, although it may be advancing further upstream, away from the stream channel, and expanding into the floodplain areas NCEEP contracted invasives control treatments in 2010 and 2011 to primarily control the Kudzu making inroads from Triplett Road and from the berm on Third Creek Please refer to Appendix B for areas that were the subject of treatment 1.4 Stream Assessment Morphological measurements for the 2011 monitoring year consisted of a cross - section re -survey and a general stability assessment to comply with the scope of monitoring specified in the permit conditions As per EEP, channel dimension was not measured in 2007 and 2008 due to very low flow from drought conditions and areas of beaver Shepherds Tree Stream and May 2012 Wetland Restoration Monitoring Year 7 EEP Project No 333 Page 1-4 Executive Summary impoundment In lieu of a complete morphological survey, the main channel and its tributary were visually assessed from the upstream point of the project (approximately 285 If upstream of Triplett Road) to the confluence with Third Creek in 2007 and 2008 In 2009, the cross - sectional surveys were resumed Certain areas have been impacted from prior beaver inundation, which has contributed to deposition in certain areas In addition to the beaver, the drought conditions of 2006 -2008 promoted in- channel growth of vegetation, which was noted in many small Piedmont channels during that time The modest valley and channel slopes make for a low energy condition, indicating it may take some time to evacuate deposited sediments Average bankfull width (12 06 ft) of the surveyed cross - sections is higher than the proposed 10 20 ft However, examination of the overall vertical extent of the cross section in each of the overlays (with the exception of XS4) indicates channel widening was not a concern as no widening was evident when comparing the 2006 and 2011 measurements Over this same period however, some channel deposition (— mean 0 5 feet) and general decrease in cross - sectional area was noted primarily in the upper portion of the project (XS 1,2,5,6,7) with some cross - sections demonstrating remobilization of this sediment between the 2010 and 2011 observations (e g XS 3,7) Although beaver frequented the area near the confluence with the tributary towards the bottom of the project, there were dams put in place further up the valley as well The associated backwater conditions, the migration of vegetation to the channel during the drought, modest slopes and lesser hydrology near the top of the project are likely contributing factors to the observed channel deposition A few of the cross - sections (4, 5 and 14) have illustrated an increase in sediment deposition from the previous monitoring year Other cross - sections that were previously experiencing aggradation have either scoured out (7) or have exhibited scour through all monitoring events (3) Most of these changes can be attributed to current and historical beaver activity within the Site Overall, the restored channels are in fair condition, however, portions of the Site were affected by beaver activity resulting in inundated or backwater conditions in some areas of the mainstem and tributary The following general observations were made during the 2011 monitoring efforts • Beaver rebuilt two dams at station 29 +00 and 78 +50 with the resulting backwater making assessment of bed condition in these areas difficult As per EEP, the APHIS control contractor subsequently removed the beaver and the associated dams Beaver related vegetation removal and impoundment have limited the establishment of vegetation along the banks of both the main channel (74 +00 to 78 +50) and the unnamed tributary (5 +00 to 8 +00) at their confluence However, this represents a small proportion of the project and the cross sections surrounding these areas have either exhibited stability, narrowing and /or floodplain deposition when compared to earlier measurements Banks have been stable with little to no erosion noted (see cross - section overlays and Table 5) Shepherds Tree Stream and May 2012 Wetland Restoration Monitoring Year 7 EEP Project No 333 Page 1 -5 Executive Summary • Emergent vegetation, including broad - leaved cattail (Typha latifoha) and soft rush (Juncus effuses), continues to grow in portions of the channel where reduced flow velocities and previous sedimentation has occurred Primarily, this in- stream vegetation growth is occurring between stationing 31 +00 to 32 +50, and is similar in extent to previous years 1.5 Wetland Assessment Seventeen automated groundwater monitoring gauges and four surface water gauges are located on Site The monitoring gauges are programmed to record water levels daily and were downloaded monthly in order to capture hydrologic data during the growing season The target wetland hydrology success criterion is saturation or inundation for at least 8 percent (15 days) of the growing season in the lower landscape (floodplain) locations To achieve the stated hydrologic success criterion, groundwater levels need to be within 12- inches of the ground surface for 15 consecutive days of the April 14 to October 24 growing season Groundwater monitoring results from the 2011 monitoring year indicated that twelve of the seventeen groundwater gauges (1, 2, 3, 4, 6, 7, 8, 11, 12, 13, 14, and 16) achieved the wetland success criteria of saturation for 15 consecutive days (8 %) during the growing season Gauges 5, 15, 10, 17, and 18 did not meet the wetland success criteria The primary source of these gauge failures is the proximity of Third Creek and the associated draw down with localized topographic constraints in the other areas Within the wetland zones, hydrophytic vegetation and hydrology indicators have developed Hydrophytic vegetation consists of a thick herbaceous layer of sedge species (Carex spp ), rush species (Juncus spp ), and bulrush species (Scirpus spp ) and cattail in wetter areas Please refer to Appendix E for wetland plots and a summary of wetland criteria attainment Four surface gauges are located within the Shepherds Tree project site (three on the main channel and one on the tributary) More than one bankfull or greater event was recorded on the main channel and its tributary during the 2011 monitoring year Additionally, visual assessments, such as wrack lines, were used to verify that a bankfull or greater event occurred along the restored reaches Please refer to Appendix D for detailed stream data tables and plots and Appendix B for the location of the monitoring features and current conditions for the 2011 monitoring year 1.6 Annual Monitoring Summary Overall, the Site is meeting mitigation goals in the majority of the proposed areas and continues to mature Some zones are exhibiting lower vegetation densities and some gauges are not meeting the wetland hydrologic thresholds The background information provided in this report is referenced from the NCDOT mitigation plan (prepared by KCI) and the previous monitoring report prepared by Soil Shepherds Tree Stream and May 2012 Wetland Restoration Monitoring Year 7 EEP Project No 333 Page 1 -6 Executive Summary and Environmental Consultants Summary information /data related to the occurrence of items such as beaver or encroachment and statistics related to performance of various project and monitoring elements can be found in the tables and figures in the report appendices Narrative background and supporting information formerly found in these reports can be found in the Baseline Monitoring Report (formerly Mitigation Plan) and in the Mitigation Plan (formerly the Restoration Plan) documents available on EEP's website All raw data supporting the tables and figures in the appendices is available from EEP upon request Shepherds Tree Stream and May 2012 Wetland Restoration Monitoring Year 7 EEP Project No 333 eoo,— i ow SECTION 2 METHODOLOGY SECTION 2 METHODOLOGY 21 Methodology Methods employed for the Site were a combination of those established by standard regulatory guidance and procedures documents (see below), the Shepherds Tree Mitigation Plan (state project no 6 769001t) submitted by the NCDOT (prepared by KCI) and the Soil and Environmental Consultants monitoring reports Vegetation assessments were conducted following the NCDOT protocol which consists of counting woody stems within the established vegetation plots JJG used the Flora of the Carolinas, Virginia, Georgia, and surrounding areas by Alan S Weakley as the taxonomic standard for vegetation nomenclature for this report Precipitation data for the hydrographs was obtained from an off -site resource in Statesville, NC weather station (the nearest station offering daily precipitation data) through the Weather Underground website Shepherds Tree Stream and May 2012 Wetland Restoration Monitoring Year 7 EEP Project No 333 m" MM SECTION 3 REFERENCES SECTION 3 REFERENCES Martin, W and Nunnally, N 2001 Air and Water An Introduction to the Atmosphere and the Hydrosphere Kendall /Hunt Publishing Company, Dubuque, Iowa NCDOT 2001 Shepherds Tree Mitigation Plan (state project no 6 769001t) Raleigh, NC Rosgen, D L (1996) Applied River Mo►phology Wildland Hydrology Books, Pagosa Springs, CO Soil and Environmental Consultants, PA 2006 Shepherds Tree Stream and Wetland Restoration 2005 Annual Monitoring Report (Year 1) Raleigh, NC State Climate Office of North Carolina (SCONC) 2007 Data retrieval from Statesville for 1948 -01 -01 through 2007 -01 -01 NC CRONOS Database, Raleigh, North Carolina USACOE (2003) Stream Mitigation Guidelines USACOE, USEPA, NCWRC, NCDENR -DWQ USACOE (1987) Corps of Engineers Wetlands Delineation Manual Tech report Y -87- 1 AD /A176 Weakley, A S 2008 Flora of the Carolinas, Virginia, Georgia, Northern Florida, and Surrounding Areas (Draft April 2008) University of North Carolina at Chapel Hill Chapel Hill, NC Shepherds Tree Stream and May 2012 Wetland Restoration Monitoring Year 7 EEP Project No 333 SECTION 4 APPENDICES Appendix A — Project Vicinity Map and Background Tables Appendix B — Visual Assessment Data Appendix C — Vegetation Plot Data Appendix D — Stream Survey Data Appendix E — Hydrologic Data Shepherds Tree Stream and May 2012 Wetland Restoration Monitoring Year 7 EEP Project No 333 �d APPENDIX A PROJECT VICINITY MAP AND BACKGROUND TABLES Figure 1 Project Vicinity Map and Directions Table 1 Project Restoration Components Table 2 Project Activity and Reporting History Table 3 Project Contacts Table Table 4 Project Attribute Table Shepherds Tree Stream and May 2012 Wetland Restoration Monitoring Year 7 EEP Project No 333 i;l v = f N 1 1) t-r t ! � '� �� �l I , `�. .�.. � .p: � �;, � N •E r^�,_1 •`%f -^y � w. �p/�on`^ i i - ��.1� "'�f�� l ��?i v1. � �V j-� 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' i r . � :u '� � .A� ; -r . �1.. -�� )�\ r � � r-� '✓ 11 '1 ��.�`. -t /- ���y � —.__; ,'.•f� i .,,� 1 �f; 5 (r'��fr_' w� q _ K1�• ".�� ` roll ;lr`r �5r ���C:\, v 1.r•c f�� i� .✓j ' ' } t� ''a` Yii ./ � I G4_ t !� � J`. k\ / / f i�, J t�-'� - •y,,�^� -- �� ^� � .i (i �� \5s �tl 1 1 ` } •- // - °t \ -_ t, y i spa 3 '\ , -i -� ' 4't % �� `ti✓ nom' 1 �" -��� fr .,�'(. �S .`•�/ �♦ / k *.» ��. %` �' ' �r �\r�; - 1� \a r %l. i�t} ^ % fi .1 �C� f "Z�i s`' %':t �p J�•� 'J, t? .l`. "�t /�••,rJ+,;. \\C� ^� l ��)� /� / `"fi'it .�l ~ l� ,/�,: \_- �.:,:�'7 �a /f %'_•.' Jr Legend 1— r f � •��ti .� ax l fr,— Conservation Easement VSGSSou: NCDOTGIS , 1� �' , l i { �� \ ; i �(r l elj1 Restoration yf t1}��C } Directions to the site: i t`�l 1 r „ `�'� : ,J r 1 f(',' _ v-dor-11 y Fmm Charlotte, NC take I -77 north to Statesville. Take exit 49A and go t eastonUS70. Follow US 70 approximately six miles toTri Triplett I /i 2,000 1,000 0 2.0(x1 aPP Y P t �/ ! /` t 1 � t. right. Travel for 1.5 miles, site is on the left. , , Pit t Figure 1. Vicinity Map .� Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 rJi Iredell County, NC 1',nfi'Me l e1D, IV Monitoring Year 7 Submittal Date: May 2012 Appendix A Project Vicinity Map and Background Tables Table 1 Project Components and Mitigation Credits Shepherds Tree Stream and Wetland Restoration/EEP Project #333 Monitoring Year 7 Mitigation Credits Stream Riparian Wetland Non - riparian Wetland Buffer Nitrogen Nutrient Offset Phosphorous Nutrient Offset Type R, PI R, C P N/A N/A N/A N/A Totals 10 988 If 95 61 ac N/A N/A N/A N/A Project Components Project Component/Reach ID Stationing (ft) Existing Footage/ Acreage Approach Restoration or Restoration Equivalent Restoration Footage or Acres Mitigation Ratio Perennial Mainstem Reach 0+0099+04 U PI Restoration 9 904 If I I Intermittent Tributary 0+008+00 U PI Restoration 800117 1 1 Piedmont/Mountam Bottomland Hardwood Forest N/A U Restoration 48 56 acres 1 I U Creation 37 71 acres 3 1 Piedmont/Mountain Swamp Hardwood Forest N/A U Restoration 5 acres 1 1 Low Elevation Seep N/A U Preservation 4 54 acres 5 1 Phase III N/A U PI Restoration 284 If l I Component Summations Restoration Level Stream (linear feet) Riparian Wetland (acres) Non - npanan Wetland (acres) Buffer (square feet) Upland (acres) Rivenne Non - Riverine Restoration (R) 10,988 5356 N/A N/A N/A N/A Enhancement (E) N/A N/A N/A N/A N/A N/A EnahncementI(E) N/A N/A N/A N/A N/A N/A Enhancement 11 (E) N/A N/A N/A N/A N/A N/A Creation (C) N/A 3771 N/A N/A N/A N/A Preservation (P) N/A 454 N/A N/A N/A N/A HQ Preservation (P) N/A N/A N/A N/A N/A N/A Totals 10,988 9561 N/A N/A N/A N/A BMP Elements Element Location Purpose /Funchon Notes N/A N/A N/A N/A BMP Elements BR = Bioretention Cell SF = Sand Filter, SW = Stormwater Wetland, WDP = Wet Detention Pond DDP Dry Detention Pond FS = Filter Strip, S = Grassed Swale, LS = Level Spreader NI = Natural Infiltration Area, FB = Forested Buffer *Enhancement and Preservation reaches were not stationed Appendix A - Project Vicinity Map and Background Tables Shepherds Tree Stream and Wetland Restoration Monitoring Report Year 7 Appendix A Project Vicinity Map and Background Tables Table 2 Project Activity and Reporting History Shepherds Tree Stream and Wetland Restoration/EEP Project 333 Monitoring Year 7 Elapsed Time Since Grading Complete 7+ Years Elapsed Time Since Planting Complete Unknown Number of Reporting Years 7 Activity or Report Data Collection Completed Actual Completion or Delivery Restoration Plan N/A Jun -01 Final Design-90% N/A N/A Construction N/A 2004 Temporary S &E mix applied to entire project area* Fall 2001 Fall 2001 Permanent seed mix applied to reach Spring 2002 Spring 2002 Mitigation Plan/ As -Built (Year 0 Monitoring) Jun - 01/2004 Jun- 01/2004 Year 1 Monitoring ** 2005 Feb -06 Year 2 Monitoring ** 2006 Jan -07 Year 3 Monitoring ** 2007 Nov -07 Year 4 Monitoring ** 2008 Dec -08 Year 5 Monitoring** 2009 Jan -10 Year 6 Monitoring ** 2010 Dec -10 Year 7 Monitoring ** 2011 Feb -12 *Seed and mulch is added as each section of construction is completed * *Data is collected throughout the monitoring year Appendix A - Project Vicinity Map and Background Tables Shepherds Tree Stream and Wetland Restoration Monitoring Report Year 7 Appendix A Protect Vicinity Map and Background Tables Table 3 Project Contacts Table Shepherds Tree Stream and Wetland Restoration/EEP Project 333 Monitoring Year 7 Designer KCI Associates of North Carolina, PA Suite 200 Landmark Center I 4601 Six Forks Rd Raleigh, NC 27609 Contractor's Name (Phase 1 NCDOT Highway Maintenance Contractor's Name (Phase I Northstate Environmental Contractor's Name (Phase III) NCDOT Bridge and Highway Maintenance Planting Contractor Unknown Seeding Contractor Unknown Monitoring Performers Jordan, Jones and Goulding 309 E Morehead Street, Suite 110 Charlotte NC 28202 Stream Monitoring, POC Alison Nichols, 770455 -8555 lVegetation Monitoring, POC Wetland Monitoring, POC Appendix A - Project Vicinity Map and Background Tables Shepherds Tree Stream and Wetland Restoration Monitoring Report Year 7 Appendix A Project Vicinity Map and Background Tables Table 4 Project Attribute Table Shepherds Tree Stream and Wetland Restoratlon/EEP Project #333 Monitoring Year 7 — Wetland mntpuon wits not included !or this rcetmatwn project "N /A items do not apply / aems arc unavailable / U" items arc unknown Appendix A - Project Vicinity Map and Background Tables Shepherds Tree Stream and Wetland Restoration Monitoring Report Year 7 APPENDIX 6 VISUAL ASSESSMENT DATA Figure 2 Current Condition Plan View (CCPV) Table 5 Visual Stream Morphology Stability Assessment Table Table 6 Vegetation Condition Assessment Table Photos Stream Station Photos Photos Vegetation Plot Photos Shepherds Tree Stream and May 2012 Wetland Restoration Monitoring Year 7 EEP Project No 333 ( ' y FIGURE 2 OF f �'� NOTES: 1. GENERAL SITE DATA PROVIDED BY NCEEP. &osysteni, 2. ALL LOCATIONS ARE APPROXIMATE. l'"lll lill ellicli . _. m a lit:,. EEP PROJECT NO. 333 IREDELL COUNTY, NORTH CAROLINA MONITORING YEAR 7 B r'- 4 A 0 4 X m NC ECOSYSTEM ENHANCEMENT PROGRAM DATE APRIL 2011 SHEPHERDS TREE STREAM & WETLAND RESTORATION SCALE 1 " -600' JOB NO.: JJX31100 CURRENT CONDITION PLAN VIEW FIGURE KEY lk i l ,w. . _. m a lit:,. EEP PROJECT NO. 333 IREDELL COUNTY, NORTH CAROLINA MONITORING YEAR 7 B r'- 4 A 0 4 X m NC ECOSYSTEM ENHANCEMENT PROGRAM DATE APRIL 2011 SHEPHERDS TREE STREAM & WETLAND RESTORATION SCALE 1 " -600' JOB NO.: JJX31100 CURRENT CONDITION PLAN VIEW FIGURE KEY GAUGE 10 A�0 pR c� Bo�NO PRY 00 GAUGE 2 / \ CV -- 8 +00 GAUGE 6 8 , -- 0 oo - k xoo CV -6 —. CV -3 4 8 2 N 3 CORNFLOWER ROAD (SR 2360) x 1 0 LEGEND GROUNDWATER GAUGE --- - -- - -- CHANNEL CENTERLINE SURFACE GAUGE BANKFULL ❑ /j RAIN GAUGE `I-- �# PHOTO POINT 2011 CURRENT CONDITION CROSS VANE (CV) IN- STREAM VEGETATION \ u J� J -HOOK VANE (JV) \� STEP POOL (SSP) INVASIVE SPECIES -KUDZU NCDOT- SHEP -2 FTrRogo GAUGE 30 ROOT WAD SURFACE GAUGE - FAILED N = 726,169.91 E = 1,472,847.50 (SR 23 GRAPHIC ALE ELEV. = 737.21 62) ® BEAVER VEGETATION PLOT BANK SCOUR - SEVERE 100 0 s0 100 200 400 DAM ( FEET ) 1 i h = 100 ft. NOTES: EEP PROJECT NO. 333 NC ECOSYSTEM ENHANCEMENT PROGRAM DATE APRIL 2011 1. GENERAL SITE DATA PROVIDED BY NCEEP. IREDELL COUNTY, SHEPHERDS TREE STREAM & WETLAND RESTORATION SCALE 1" =100' }�'�, t�Ill 2. ALL LOCATIONS ARE APPROXIMATE. NORTH CAROLINA JOB NO.: JJX31100 I;tiicnlca MONITORING YEAR 7 CURRENT CONDITION PLAN VIEW n��µ FIGURE 1 OF 6 0 5 ON N P 6 10 GAUGE 8 (Not Pictured) S Q� O is 487' due north of STA 25 +00 O �GN Gv� JV -3 + co co cv LL 1V -4 Q O ®GAUGE 4 �" '� 0 w 14 11 CV -10 - �� XO GAUEC4 ---. px�o � �� z Q ULL_ GRAPHIC SCALE CV -12 °° JV -5 Q w w C 100 0 50 100 200 400 L V ( IN FEET ) \ 1 inch = 100 ft. �O LEGEND va 00 GROUNDWATER GAUGE CHANNEL CENTERLINE SURFACE GAUGE BANKFULL 11 RAIN GAUGE ## PHOTO POINT CROSS VANE (CV) 2011 CURRENT CONDITION 0o GAUGE 5 IN- STREAM VEGETATION J -HOOK VANE (JV) STEP POOL (SSP) INVASIVE SPECIES -KUDZU ROOT WAD O SURFACE GAUGE - FAILED RI VEGETATION PLOT BANK SCOUR - SEVERE BEAVER DAM �`- EEP PROJECT NO. 333 NC ECOSYSTEM ENHANCEMENT PROGRAM DATE APRIL 2011 NOTES: SHEPHERDS TREE STREAM &WETLAND RESTORATION SCALE 1" -100' 1. GENERAL SITE DATA PROVIDED BY NCEEP. IREDELL COUNTY, 2. ALL LOCATIONS ARE APPROXIMATE. NORTH CAROLINA JOB NO.: JJX31100 MONITORING YEAR 7 Ell "IcWlsclllci'' CURRENT CONDITION PLAN VIEW �' FIGURE 2 OF 6 GAUGE 11 O / Q LEGEND 0 y v- CHANNEL CENTERLINE / / GAUGE 12 JV -9 BANKFULL , , 8 +O JV - ?0 A# PHOTO POINT o 19 CV --17 CROSS VANE (CV) J -HOOK VANE (JV) 32 +00 STEP POOL (SSP) CV -15'^ — 17 ROOT WAD ( CV -16 k°v ® VEGETATION PLOT a 16 JV -6 ,° O GROUNDWATER GAUGE V-14 SURFACE GAUGE RAIN GAUGE j 15 JV -7 011 CURRENT CONDITION IN- STREAM VEGETATION INVASIVE SPECIES -KUDZU SURFACE GAUGE - FAILED Q GRAPHIC SCALE BANK SCOUR — SEVERE :(� OGAUGE 7 100 0 50 100 200 400 BEAVER DAM Q ( IN FEET ) 1 inch = 100 ft. NOTES: EEP PROJECT NO. 333 NC ECOSYSTEM ENHANCEMENT PROGRAM DATE APRIL 2011 1. GENERAL SITE DATA PROVIDED BY NCEEP. IREDELL COUNTY, SHEPHERDS TREE STREAM & WETLAND RESTORATION SCALE 1" =100' 2. ALL LOCATIONS ARE APPROXIMATE. NORTH CAROLINA JOB NO.: JJX31100 It ��li clIni� MONITORING YEAR 7 CURRENT CONDITION PLAN VIEW npb4kM1 FIGURE 3 OF 6 Vol O V) W ry r� v LL W W () Q w _Z U Q LEGEND JV -11 O N�5 CV -18 CHANNEL CENTERLINE BANKFULL APHOTO POINT CROSS VANE (CV) J -HOOK VANE (JV) STEP POOL (SSP) ROOT WAD ® VEGETATION PLOT �CV-19 1!1 A, q.k00 OGAUGE 10 b 2011 GROUNDWATER GAUGE SURFACE GAUGE RAIN GAUGE CURRENT CONDITION IN- STREAM VEGETATION INVASIVE SPECIES-KUDZ# ' ■��iGii'�� BANK BEAVER DAM JV -12 21 \u. CV -20 I/" o /111 0 �A X 50 +00 JV713 SURFACE 13 A4 60Ar0 CV -22 .� CV-23 - JV -J14 JV -15 ' 9 00� oN v GRAPHIC SCALE O L0 I 100 0 50 100 200 400 CV (O ( IN FEET ) CO ILL. O GAUGE 14 O EEP PROJECT NO. 333 IREDELL COUNTY, NORTH CAROLINA MONITORING YEAR 7 NC ECOSYSTEM ENHANCEMENT PROGRAM SHEPHERDS TREE STREAM & WETLAND RESTORATION DATE SCALE JOB NO.: APRIL 2011 1" -100' JJX31100 CURRENT CONDITION PLAN VIEW Ld Ld of 4 OF 6 Z :D J CD U ~ LLI GAUGE 13 Q LLJ 0 :2 07 �A X 50 +00 JV713 SURFACE 13 A4 60Ar0 CV -22 .� CV-23 - JV -J14 JV -15 ' 9 00� oN v GRAPHIC SCALE GAUGE 1 I 100 0 50 100 200 400 ( IN FEET ) 1 inch = 100 ft. tem �'l ldI 'CIllliif NOTES: 1. GENERAL SITE DATA PROVIDED BY NCEEP. 2. ALL LOCATIONS ARE APPROXIMATE. EEP PROJECT NO. 333 IREDELL COUNTY, NORTH CAROLINA MONITORING YEAR 7 NC ECOSYSTEM ENHANCEMENT PROGRAM SHEPHERDS TREE STREAM & WETLAND RESTORATION DATE SCALE JOB NO.: APRIL 2011 1" -100' JJX31100 CURRENT CONDITION PLAN VIEW FIGURE 4 OF 6 I LEGEND CHANNEL CENTERLINE BANKFULL APHOTO POINT CROSS VANE (CV) J -HOOK VANE (JV) STEP POOL (SSP) ROOT WAD O GROUNDWATER GAUGE SURFACE GAUGE RAIN GAUGE 2011 CURRENT CONDITION IN- STREAM VEGETATION INVASIVE SPECIES -KUDZU SURFACE GAUGE - FAILED ® VEGETATION PLOT BANK SCOUR - SEVERE BEAVER DAM O \ n Q0 Q O W W Z ry J U w Q W :2 (n x 0 SSP -1 33 SSP- 2 ko•�SSP -3 0 ��. SS - 4 XS 12 k o SURFACE GAUGE 2 V) x 3 -- SSP - 7 Bg -tin„ S0P -6 kv 00 O " CV -28 CV -27 J_:i -9. 00 74 +00 30 cn x --_ 11 ( IN FEET ) JV -18 1 inch = 100 ft. 0GAUGE 15 v�o -o oN v 82 +00 CV -30 �' 8 '' A Oxon / o JV -20 CV -29 I--, O L0 N CU Q O Ld Ld J (D U LL_ ~ W Q W EEP PROJECT NO. 333 NC ECOSYSTEM ENHANCEMENT PROGRAM DATE APRIL 2011 NOTES: IREDELL COUNTY, SHEPHERDS TREE STREAM & WETLAND RESTORATION SCALE 1" =100' 1. GENERAL SITE DATA PROVIDED BY NCEEP. NORTH CAROLINA JOB NO.: JJX31100 2. ALL LOCATIONS ARE APPROXIMATE. E i l7I eilliC MONITORING YEAR 7 CURRENT CONDITION PLAN VIEW r" *_ FIGURE 5 OF 6 Q No a a Q �Q �X QJ �J I LEGEND CHANNEL CENTERLINE BANKFULL APHOTO POINT CROSS VANE (CV) J -HOOK VANE (JV) STEP POOL (SSP) ROOT WAD R I VEGETATION PLOT SURFACE 10 GAUGE 3 r x ' CV -31 `off -T, 36 CV -32 JV -21 / CP ✓ 4 +00 GAUGE 17 GRAPHIC SCALE 100 0 50 100 200 400 ( IN FEET ) 1 inch = 100 ft. NOTES: 1. GENERAL SITE DATA PROVIDED BY NCEEP. 2. ALL LOCATIONS ARE APPROXIMATE. 00 GROUNDWATER GAUGE SURFACE GAUGE RAIN GAUGE 2011 CURRENT CONDITION IN- STREAM VEGETATION INVASIVE SPECIES -KUDZU SURFACE GAUGE - FAILED ' I ENM BEAVER DAM GAUGE 18 0 'JV -23 CV -33 Ut NCDOT- SHEP -5 N = 725, 309.72 E = 1, 479, 717.81 ELEV. = 731.86 , \ 0 $k0 JV -2 \" l90 A 0 DOUBLE STEP POOL_ EEP PROJECT NO. 333 IREDELL COUNTY, NORTH CAROLINA MONITORING YEAR 7 NC ECOSYSTEM ENHANCEMENT PROGRAM DATE APRIL 2011 SHEPHERDS TREE STREAM & WETLAND RESTORATION SCALE 1" =100' JOB NO.: JJX31100 CURRENT CONDITION PLAN VIEW FIGURE 6 OF 6 Appendix B Visual Assessment Data Table 5 Visual Stream Morphology Stability Assessment Table Main Channel (9,904 131f) Shepherds Tree Stream and Wetland Restoration/EEP Project #333 Monitoring Year 7 u unxnown *Several structures have been buned with sedunent and therefore a majority of the structures could not be assessed Adjust % Number Number with Footage with for Major Stable, Total Number of % Stable, Stabilizing Stabilizing Stabilizing Channel Channel Performing Number in Unstable FFot Performing Woody Woody Woody Category Sub-Category Metric as Intended As -Built Segments as Intended V etation V etation Ve etation 1 Bed 1 Vertical Stability Aggradanon 2 84% Degradation 0 100% (Riffle and Run umts) 2 Riffle Condition Tcxture/Substrate 0 U 0% 3 Meander Pool Depth Sufficient U 150 U Condition length Appropriate U 150 U Thalweg centering at upstream of meander bend (Run) U 150 U 4 Thalweg Position Thalweg centering at downstream of meander bend (Glide) j U j 150 U 2 Bank I Scoured/Eroded Bank lacking vegetative cover resulting simply from poor growth and/or scour and erosion 2 115 99% 2 115 100% Banks undercut/overhanging to the extent that mass wasting appears likely 2 Undercut Does NOT include undercuts that are modest, appear sustainable and are 0 0 100% 0 0 100% providing habitat 3 Mass Wasting Bank slumping calving, or collapse 0 0 100% 0 0 100% Totals 2 115 97% 2 115 100% 3 Engineered Structures* 1 Overall Integrity Structures physically intact with no dislodged boulders or logs U 57 U 2 Grade Control Grade control structures exhibiting maintenance of grade across the sill U 57 U 29 Piping Structures lacking any substantial flow underneath sills or arms U 57 U 3 Bank Protection Bank erosion within the structures extent of influence does not exceed 15% 57 57 100% 4 Habitat Pool forming structures maintaining —Max Pool Depth Bankfull Depth >_ 16 RootwadsAo providing some cover at baseflow U 57 U u unxnown *Several structures have been buned with sedunent and therefore a majority of the structures could not be assessed Appendix B Visual Assessment Data Table 5 Visual Stream Morphology Stability Assessment Table Tributary (8001f) Shepherds Tree Stream and Wetland Restorahon/EEP Project #333 Monitoring Year 7 u unKnown Adjust % Number Number with Footage with for Major Stable, Total Number of Amount of % Stable, Stabilizing Stabilizing Stabilizing Channel Channel Performing Number in Unstable Unstable Performing Woody Woody Woody Category Sub-Category Metric as Intended As -Built Se ments Footage as Intended Vegetation Vegetation Vegetation I Bed 1 Vertical Stability Aggradation 1 800 0% Degradation 0 0 100% (Riffle and Run units) 2 Riffle Condition Texture/Substrate 0 U 0% 3 Meander Pool Depth Sufficient U 7 U Condition Length Appropriate U 7 U 7lialweg centering at upstream of meander bend (Run) 7 7 100% 4 Thalweg Position Thalweg centering at downstream of meander bend (Glide) 7 7 100% 2 Bank I Scoured/Eroded Bank lacking vegetative cover resulting simply from poor growth and/or scour and erosion 0 0 100% 0 0 100% Banks undereut/overhanging to the extent that mass wasting appears likely 2 Undercut Does NOT include undercuts that are modest, appear sustainable and are 0 0 100% 0 0 100% providing habitat 3 Mass Wasting Bank slumping calving or collapse 0 0 100% 0 0 100% Totals 0 0 1000/0 0 0 1000/. 3 Engineered Structures I Overall Integrity Structures physically intact with no dislodged boulders or logs U 7 U ` 2 Grade Control Grade control structures exhibiting maintenance of grade across the sill U 7 U 2a Piping Structures lacking any substantial flow underneath sills or arms U 7 U - 3 Bank Protection Bank erosion within the structures extent of influence does not exceed 15% 7 7 100% r4 Habitat Pool forming structures maintaining -Max Pool Depth Bankfull Depth ? 1 6 iRootwads/lo_gs providing some cover at base0ow U 7 U u unKnown Appendix B Visual Assessment Data Table 6 Vegetation Condition Assessment Table Shepherds Tree Stream and Wetland Restorahon/EEP Protect #333 Monitoring Year 7 Planted Acreage 91 Vegetation Category Definitions Mapping Threshold (acres) Number of Polygons Combined Acreage % of Planted Acreage Bare Areas Very limited cover of both woody and herbaceous material 01 0 0 0% Low Stem Density Areas Woody stem densities clearly below target levels based on MY3, 4 or 5 stem count criteria 0 1 0 0 0% Total 0 0 0% Areas of Poor Growth Rates or Vigor Areas with woody stems of a size class that are obviously small given the momtormg year 025 0 0 10% Easement Acreage 1649 Mapping % of Threshold Number of Combined Planted Vegetation Category Definitions S Polygons Acreage Acreage Invasive Areas of Concern Areas of points (if too small to render as polygons at map scale) 1000 3 U U Easement Encroachment Areas Areas of points (if too small to render as polygons at map scale) none Various U U Locations Photo Point 1- Vegetation Plot (MY 2 — 9/2006) Photo Point 1- Vegetation Plot (MY 7 — 6/2011) Photo Point 2 -View Upstream Photo Point 2 -View Upstream Main Channel (MY 2 - 9/2006) Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/BEP Project No. 333 I?n jai einent Monitoring Year 7 im Submittal Date: May 2012 Photo Point 2 -View Downstream (MY 2 — 9/2006) Photo Point 3 -View Upstream Main Channel (MY 2 - 9/2006) Photo Point 2 -View Downstream (MY 7 — 6/2011) Photo Point 3 -View Upstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/BEP Project No. 333 II,n �� � meat Monitoring Year 7 Submittal Date: May 2012 Photo Point 3 -View Downstream (MY 2 — 9/2006) Photo Point 4 -View Upstream Main Channel (MY 2 - 9/2006) Photo Point 3 -View Downstream (MY 7 — 6/2011) Photo Point 4 -View Upstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: .. Stream Station & Cross Section Photos JShepherds Tree Stream and Wetland Restoration/EEP Project No. 333 Monitoring Year 7 ig Submittal Date: May 2012 Photo Point 4 -View Downstream (MY 2 — 9/2006) Photo Point 5 -View Upstream Main Channel (MY 2 - 9/2006) Photo Point 4 -View Downstream (MY 7 — 6/2011) Photo Point 5 -View Upstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos rJ Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 Monitoring Year 7 Submittal Date: May 2012 Photo Point 5 -View Downstream (MY 2 — 9/2006) Photo Point 5 -View Downstream (MY 7 — 6/2011) Photo Point 6 -View Upstream Photo Point 6 -View Upstream Main Channel (MY 2 - 9/2006) Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 I';►� jai c�ncnl Monitoring Year 7 im Submittal Date: May 2012 Photo Point 6 -View Downstream (MY 2 — 9/2006) Photo Point 7 -View Upstream Main Channel (MY 2 - 9/2006) Photo Point 6 -View Downstream (MY 7 — 6/2011) Photo Point 7 -View Upstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos �7 Shepherds Tree Stream and Wetland Restoration/BEP Project No. 333 F11 za► meat Monitoring Year 7 Submittal Date: May 2012 Photo Point 7 -View Downstream (MY 2 — 9/2006) Photo Point 8 -View Upstream Main Channel (MY 2 - 9/2006) Photo Point 7 -View Downstream (MY 7 — 6/2011) Photo Point 8 -View Upstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: �`' Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restomtion/EEP Project No. 333 I n �< < ,1 efll Monitoring Year 7 IR Submittal Date: May 2012 Photo Point 8 -View Downstream (MY 2 — 9/2006) Photo Point 9 -View Upstream Main Channel (MY 2 - 9/2006) Photo Point 8 -View Downstream (MY 7 — 6/2011) Photo Point 9 -View Upstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: r. `' Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/BEP Project No. 333 I,n is meat Monitoring Year 7 PR Submittal Date: May 2012 Photo Point 9 -View Downstream (MY 2 — 9/2006) Photo Point 10 -View Upstream Main Channel (MY 2 - 9/2006) Photo Point 9 -View Downstream (MY 7 — 6/2011) Photo Point 10 -View Upstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos feShepherds Tree Stream and Wetland Restoration/EEP Project No. 333 j'A1 1.11 ei>>c»t Monitoring Year 7 ig �W Submittal Date: May 2012 Photo Point 10 -View Downstream (MY 2 — 9/2006) Photo Point 11 -View Upstream Main Channel (MY 2 - 9/2006) Photo Point 10 -View Downstream (MY 7 — 6/2011) Photo Point 11 -View Upstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: r.— Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 EII Iai lit Monitoring Year 7 19 Submittal Date: May 2012 Photo Point 11 -View Downstream (MY 2 — 9/2006) Photo Point 12 -View Upstream Main Channel (MY 2 - 9/2006) Photo Point 11 -View Downstream (MY 7 — 6/2011) Photo Point 12 -View Upstream Main Channel (MY 7 - 8/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos �7 Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 En Iai moment Monitoring Year 7 im Submittal Date: May 2012 Photo Point 12 -View Downstream (MY 2 — 9/2006) Photo Point 13 -View Upstream Main Channel (MY 2 - 9/2006) Photo Point 12 -View Downstream (MY 7 — 8/2011) Photo Point 13 -View Upstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos �7 Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 I' ;n �a� meat Monitoring Year 7 Irle Submittal Date: May 2012 Photo Point 13 -View Downstream (MY 2 — 9/2006) Photo Point 14 -View Upstream Main Channel (MY 2 - 9/2006) Photo Point 13 -View Downstream (MY 7 — 6/2011) Photo Point 14 -View Upstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: 41161i Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 L n Monitoring Year 7 Submittal Date: May 2012 Photo Point 14 -View Downstream (MY 2 — 9/2006) Photo Point 15 -View Upstream Main Channel (MY 2 - 9/2006) Photo Point 14 -View Downstream (MY 7 — 6/2011) Photo Point 15 -View Upstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: 110Ament '' Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 l,), )� Monitoring Year 7 Submittal Date: May 2012 Photo Point 15 -View Downstream (MY 2 — 9/2006) Photo Point 16 -View Upstream Main Channel (MY 2 - 9/2006) Photo Point 15 -View Downstream (MY 7 — 6/2011) Photo Point 16 -View Upstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos �fem Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 I';n paint Monitoring Year 7 Submittal Date: May 2012 Photo Point 16 -View Downstream (MY 2 — 9/2006) Photo Point 17 -View Upstream Main Channel (MY 2 - 9/2006) Photo Point 16 -View Downstream (MY 7 — 6/2011) Photo Point 17 -View Upstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos �7 Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 Fat tai CiilCllt Monitoring Year 7 Submittal Date: May 2012 Photo Point 17 -View Downstream (MY 2 — 9/2006) Photo Point 18- Vegetation Plot Main Channel (MY 2 - 9/2006) Photo Point 17 -View Downstream (MY 7 — 6/2011) Photo Point 18- Vegetation Plot Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 I';t� saiinenl Monitoring Year 7 ig .�.W Submittal Date: May 2012 Photo Point 19 -View Upstream (MY 2 — 9/2006) Photo Point 19 -View Downstream Main Channel (MY 2 - 9/2006) Photo Point 19 -View Upstream (MY 7 — 6/2011) Photo Point 19 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos �7 Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 Ln t menf Monitoring Year 7 Submittal Date: May 2012 Photo Point 20 -View Upstream (MY 2 — 9/2006) Photo Point 20 -View Downstream Main Channel (MY 2 - 9/2006) Photo Point 20 -View Upstream (MY 7 — 6/2011) Photo Point 20 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 Lii �JI nt Monitoring Year 7 ;PC Submittal Date: May 2012 Photo Point 21 -View Upstream (MY 2 — 9/2006) Photo Point 21 -View Upstream (MY 7 — 6/2011) Photo Point 21 -View Downstream Photo Point 21 -View Downstream Main Channel (MY 2 - 9/2006) Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 i Monitoring Year 7 Submittal Date: May 2012 Photo Point 22 -View Upstream (MY 2 — 9/2006) Photo Point 22 -View Downstream Main Channel (MY 2 - 9/2006) Photo Point 22 -View Upstream (MY 7 — 6/2011) Photo Point 22 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 I§n mai ,; nent Monitoring Year 7 im Submittal Date: May 2012 Photo Point 23 -View Upstream (MY 2 — 9/2006) Photo Point 23 -View Downstream Main Channel (MY 2 - 9/2006) Photo Point 23 -View Upstream (MY 7 — 6/2011) Photo Point 23 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 Monitoring Year 7 Submittal Date: May 2012 Photo Point 24 -View Upstream (MY 2 — 9/2006) Photo Point 24 -View Downstream Main Channel (MY 2 - 9/2006) Photo Point 24 -View Upstream (MY 7 — 6/2011) Photo Point 24 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos �fem Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 1';n 4az Xu1cut Monitoring Year 7 Submittal Date: May 2012 Photo Point 25 -View Upstream (MY 2 — 9/2006) Photo Point 25 -View Downstream Main Channel (MY 2 - 3/2006) Photo Point 25 -View Upstream (MY 7 — 6/2011) Photo Point 25 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: ` Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 hn jai �r�� Monitoring Year 7 Submittal Date: May 2012 Photo Point 26 -View Upstream (MY 2 — 9/2006) Photo Point 26 -View Downstream Main Channel (MY 2 - 9/2006) Photo Point 26 -View Upstream (MY 7 — 6/2011) Photo Point 26 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 Monitoring Year 7 Submittal Date: May 2012 Photo Point 27 -View Upstream (MY 2 — 3/2006) Photo Point 27 -View Downstream Main Channel (MY 2 - 3/2006) Photo Point 27 -View Upstream (MY 7 — 6/2011) Photo Point 27 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 EJR1 nient Monitoring Year 7 Submittal Date: May 2012 Photo Point 28 -View Upstream (MY 2 — 3/2006) Photo Point 28 -View Downstream Main Channel (MY 2 - 3/2006) Photo Point 28 -View Upstream (MY 7 — 6/2011) Photo Point 28 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos �ei Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 Monitoring Year 7 Submittal Date: May 2012 Photo Point 30 -View Upstream (MY 2 — 3/2006) Photo Point 30 -View Downstream Main Channel (MY 2 - 3/2006) Photo Point 30 -View Upstream (MY 7 — 6/2011) Photo Point 30 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: ` Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 I +41111clk - Monitoring Year 7 PC Submittal Date: May 2012 Photo Point 31 -View Upstream (MY 2 — 9/2006) Photo Point 31 -View Downstream Main Channel (MY 2 - 9/2006) Photo Point 31 -View Upstream (MY 7 — 6/2011) Photo Point 31 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos tJ Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 Monitoring Year 7 Submittal Date: May 2012 Photo Point 32 -View Upstream (MY 2 — 9/2006) Photo Point 32 -View Downstream Main Channel (MY 2 - 9/2006) Photo Point 32 -View Upstream (MY 7 — 6/2011) Photo Point 32 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: r` Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 'I'll ,C nt Monitoring Year 7 Fir Submittal Date: May 2012 Photo Point 33 -View Upstream (MY 2 — 9/2006) Photo Point 33 -View Downstream Main Channel (MY 2 - 9/2006) Photo Point 33 -View Upstream (MY 7 — 6/2011) Photo Point 33 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos �7 Shepherds Tree Stream and Wetland RestoratioWEEP Project No. 333 An ENEMA ,Went Monitoring Year 7 IN Submittal Date: May 2012 Photo Point 34 -View Upstream (MY 2 — 9/2006) Photo Point 34 -View Downstream Main Channel (MY 2 - 9/2006) Photo Point 34 -View Upstream (MY 7 — 6/2011) Photo Point 34 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos �7 Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 Monitoring Year 7 Submittal Date: May 2012 Photo Point 35 -View Upstream (MY 2 — 9/2006) Photo Point 35 -View Downstream Main Channel (MY 2 - 9/2006) Photo Point 35 -View Upstream (MY 7 — 6/2011) Photo Point 35 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 Fcmfein . 1':n jaiLS;t Monitoring Year 7 Submittal Date: May 2012 Photo Point 36 -View Upstream (MY 2 — 9/2006) Photo Point 36 -View Downstream Main Channel (MY 2 - 9/2006) Photo Point 36 -View Upstream (MY 7 — 6/2011) Photo Point 36 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: r` Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 ,n nt Monitoring Year 7 Submittal Date: May 2012 Photo Point 37 -View Upstream (MY 2 — 9/2006) Photo Point 37 -View Downstream Main Channel (MY 2 - 9/2006) Photo Point 37 -View Upstream (MY 7 — 6/2011) Photo Point 37 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: 4111niu, -- Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 L. iL Monitoring Year 7 PR Submittal Date: May 2012 Photo Point 38 -View Upstream (MY 2 — 9/2006) Photo Point 38 -View Downstream Main Channel (MY 2 - 9/2006) Photo Point 38 -View Upstream (MY 7 — 6/2011) Photo Point 38 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/BEP Project No. 333 I�.n It i men Monitoring Year 7 Submittal Date: May 2012 01 Photo Point 39 -View Upstream (MY 2 — 3/2006) Photo Point 39 -View Downstream Main Channel (MY 2 - 9/2006) Photo Point 39 -View Upstream (MY 7 — 6/2011) Photo Point 39 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 I' jai anent Monitoring Year 7 81 Submittal Date: May 2012 Cross Section 1 -View Upstream (MY 2 — 1/2007) Cross Section 1 -View Downstream Main Channel (MY 2 - 1/2007) Cross Section 1 -View Upstream (MY 7 — 6/2011) Cross Section 1 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Y Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 [al fai =,c Monitoring Year 7 Submittal Date: May 2012 Cross Section 2 -View Upstream (MY 2 — 1/2007) Cross Section 2 -View Downstream Main Channel (MY 2 - 1/2007) Cross Section 2 -View Upstream (MY 7 — 6/2011) Cross Section 2 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 �tcm Monitoring Year 7 Submittal Date: May 2012 Cross Section 3 -View Upstream (MY 2 — 1/2007) Cross Section 3 -View Downstream Main Channel (MY 2 - 1/2007) Cross Section 3 -View Upstream (MY 7 — 8/2011) Cross Section 3 -View Downstream Main Channel (MY 7 - 8/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 EI lai cent Monitoring Year 7 Fir Submittal Date: May 2012 Cross Section 4 -View Upstream (MY 2 — 1/2007) Cross Section 4 -View Downstream Main Channel (MY 2 - 1/2007) Cross Section 4 -View Upstream (MY 7 — 6/2011) Cross Section 4 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos �7 Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 [?tl jai i_itic>»( Monitoring Year 7 Submittal Date: May 2012 Cross Section 5 -View Upstream (MY 2 — 1/2007) Cross Section 5 -View Downstream Main Channel (MY 2 - 1/2007) Cross Section 5 -View Upstream (MY 7 — 6/2011) Cross Section 5 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 Monitoring Year 7 �.w Submittal Date: May 2012 Cross Section 6 -View Upstream (MY 2 — 1/2007) Cross Section 6 -View Downstream Main Channel (MY 2 - 1/2007) Cross Section 6 -View Upstream (MY 7 — 6/2011) Cross Section 6 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 I,,, ,�,� ttem� Monitoring Year 7 Submittal Date: May 2012 Cross Section 7 -View Upstream (MY 2 — 1/2007) Cross Section 7 -View Downstream Main Channel (MY 2 - 1/2007) Cross Section 7 -View Upstream (MY 7 — 6/2011) Cross Section 7 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 It'll I'll '(1111 1t Monitoring Year 7 Submittal Date: May 2012 im Cross Section 8 -View Upstream (MY 2 — 1/2007) Cross Section 8 -View Downstream Main Channel (MY 2 - 1/2007) ^FOF 3%lw :f�•�: _ Y Cross Section 8 -View Upstream (MY 7 — 6/2011) Cross Section 8 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos �7 Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 f ,n inu�;t Monitoring Year 7 �W Submittal Date: May 2012 Cross Section 9 -View Upstream (MY 2 - 1/2007) Cross Section 9 -View Downstream Main Channel (MY 2 - 1/2007) Cross Section 9 -View Upstream (MY 7 - 6/2011) Cross Section 9 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B - Visual Assessment Data Prepared By: r- - Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 L' n is ment Monitoring Year 7 Submittal Date: May 2012 Cross Section 10 -View Upstream (MY 2 — 1/2007) Cross Section 10 -View Downstream Main Channel (MY 2 - 1/2007) Cross Section 10 -View Upstream (MY 7 — 6/2011) Cross Section 10 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 Ln M s rent Monitoring Year 7 Submittal Date: May 2012 Cross Section 11 -View Upstream (MY 2 — 1/2007) Cross Section 11 -View Upstream (MY 7 — 6/2011) Cross Section 11 -View Downstream Cross Section 11 -View Downstream Main Channel (MY 2 - 1/2007) Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos �7 Shepherds Tree Stream and Wetland Restoration/BEP Project No. 333 ( ±;n fafflement Monitoring Year 7 Fir Submittal Date: May 2012 Cross Section 12 -View Upstream (MY 2 — 9/2006) Cross Section 12 -View Downstream Main Channel (MY 2 - 9/2006) Cross Section 12 -View Upstream (MY 7 — 6/2011) Cross Section 12 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 Mil,# Monitoring Year 7 Submittal Date: May 2012 Cross Section 13 -View Upstream (MY 2 — 9/2006) Cross Section 13 -View Downstream Main Channel (MY 2 - 9/2006) Cross Section 13 -View Upstream (MY 7 — 6/2011) Cross Section 13 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos �7 Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 14,1111 al 21Iac,ll Monitoring Year 7 .�. Submittal Date: May 2012 ig Cross Section 14 -View Upstream (MY 2 — 9/2006) Cross Section 14 -View Downstream Main Channel (MY 2 - 9/2006) Cross Section 14 -View Upstream (MY 7 — 6/2011) Cross Section 14 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 Ell Iai c1nellt Monitoring Year 7 Submittal Date: May 2012 Cross Section 15 -View Upstream (MY 2 — 9/2006) Cross Section 15 -View Downstream Main Channel (MY 2 - 9/2006) Cross Section 15 -View Upstream (MY 7 — 6/2011) Cross Section 15 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 1 n �< 1 11 ent Monitoring Year 7 opt Submittal Date: May 2012 Cross Section 16 -View Upstream (MY 2 — 1/2007) Cross Section 16 -View Downstream Main Channel (MY 2 - 1/2007) Cross Section 16 -View Upstream (MY 7 — 6/2011) Cross Section 16 -View Downstream Main Channel (MY 7 - 6/2011) Prepared For: Appendix B — Visual Assessment Data Prepared By: Stream Station & Cross Section Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 l . , �a c in 1. Monitoring Year 7 Submittal Date: May 2012 Vegetation Plot 1 (MY 2 - 5/2006) Vegetation Plot 2 (MY 2 — 5/2006) Vegetation Plot 1 (MY 7 — 6/2011) Vegetation Plot 2 — Photo 1 (MY 7 — 6/2011) Prepared For: Appendix B Visual Assessment Data Prepared By: Vegetation Plot Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 ' Monitoring Year 7 t a� 'll �enl Submittal Date: May 2012 Vegetation Plot 2 — Photo 2 (MY 7 — 6/2011) Vegetation Plot 2 — Photo 3 (MY 7 — 6/2011) Vegetation Plot 2 — Photo 4 (MY 7 — 6/2011) Prepared For: Appendix B Visual Assessment Data Prepared By: Vegetation Plot Photos �' Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 111"f, em Monitoring Year 7 i :n rcincnf Submittal Date: May 2012 Vegetation Plot 3 (MY 2 - 5/2006) Vegetation Plot 4 (MY 2 — 5/2006) Vegetation Plot 3 (MY 7 - 6/2011) Vegetation Plot 4 (MY 7 — 6/2011) Prepared For: Appendix B Visual Assessment Data Prepared By: Vegetation Plot Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 l ain nil Monitoring Year 7 riv Submittal Date: May 2012 Vegetation Plot 5 (MY 2 - 5/2006) Vegetation Plot 6 (MY 2 — 5/2006) Vegetation Plot 5 (MY 7 - 6/2011) Vegetation Plot 6 (MY 7 — 6/2011) Prepared For: Appendix B Visual Assessment Data Prepared By: Vegetation Plot Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 ein Monitoring Year 7 Submittal Date: May 2012 Vegetation Plot 7 (MY 2 - 5/2006) Vegetation Plot 8 (MY 2 — 5/2006) Vegetation Plot 7 (MY 7 - 6/2011) Vegetation Plot 8 (MY 7 — 6/2011) Prepared For: Appendix B Visual Assessment Data Prepared By: Vegetation Plot Photos �, Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 Lill Monitoring Year 7 "U.- Submittal Date: May 2012 Vegetation Plot 9 (MY 2 - 5/2006) Vegetation Plot 10 (MY 2 — 5/2006) Vegetation Plot 9 (MY 7 - 6/2011) Vegetation Plot 10 (MY 7 — 6/2011) Prepared For: Appendix B Visual Assessment Data Prepared By: Vegetation Plot Photos r, Shepherds Tree Stream and Wetland Restoration /EEP Project No. 333 E'tit Monitoring Year 7 }'�� �`�� c�33`, °�} Submittal Date: May 2012 Vegetation Plot 11 (MY 2 - 5/2006) Vegetation Plot 12 (MY 2 — 5/2006) Vegetation Plot l 1 (MY 7 - 6/2011) Vegetation Plot 12 (MY 7 — 6/2011) Prepared For: Appendix B Visual Assessment Data Prepared By: Vegetation Plot Photos Shepherds Tree Stream and Wetland Restoration /EEP Project No. 333 ' Ctn Monitoring Year 7 `° cmci }I Submittal Date: May 2012 Vegetation Plot 13 (MY 2 - 5/2006) Vegetation Plot 14 (MY 2 — 5/2006) Vegetation Plot 13 (MY 7 - 6/2011) Vegetation Plot 14 (MY 7 — 6/2011) Prepared For: Appendix B Visual Assessment Data Prepared By: Vegetation Plot Photos Shepherds Tree Stream and Wetland Restoration/EEP Project No. 333 1;��►system Monitoring Year 7 " Submittal Date: May 2012 JJG APPENDIX C VEGETATION PLOT DATA Table 7 Vegetation Plot Mitigation Success Summary Table Table 8 Not Included — Shepherds Tree is monitored on the 2004 NCEEP Stem Count Protocol Table 9 Stem Count Total and Planted by Plat and Species Shepherds Tree Stream and May 2012 Wetland Restoration Monitoring Year 7 EEP Project No 333 Appendix C Vegetation Plot Data Table 7 Vegetation Plot Mitigation Success Shepherds Tree Stream and Wetland Restoration/EEP Project #333 Monitoring Year 7 Vegetation Plot ID Vegetation Survival Threshold Met (Y/N) Plot 1 Y Plot 2 Y Plot 3 Y Plot 4 Y Plot 5 Y Plot 6 Y Plot 7 Y Plot 8 Y Plot 9 Y Plot 10 Y Plot 11 Y Plot 12 Y Plot 13 Y Plot 14 Y Appendix C - Vegetation Plot Data Shepherd's Tree Monitoring Report Year 7 Appendix C Vegetation Plot Data Table 9 Stem Count Total and Planted by Plot and Species Shepherds Tree Stream and Wetland Restoration/EEP Project #333 Monitoring Year 7 Species Common Notre Tv pe Current Data (MY7 2011) Annual Mean Plot 1 Plot 2• Plot 3 Plot 4 Plot 5 Plot 6 Plot 7• Plot 8 Plot 9 Plot 10 Plot 11 Plot 12 Plot 13 Plot 14 Current Mean MY1 2005 MY2 2006 MY3 -2007 MY4 -2008 MY5 2009 MY6 2010 P T P T P T P T P T P T P T P T P T P T P T P T P T P T P T P T P T P T P T P T P T Acernegundo hoxelder T I 1 1 1 1 3 14 1 8 4 32 6 12 2 4 4 9 2 2 7 7 7 8 5 13 5 7 5 8 car rubtitm red maple T 17 4 2 1 4 4 13 3 6 15 I 2 3 25 1 24 2 12 N/A WA N/A N/A N/A 13 N/A 13 N/A 10 N/A 10 Alnus semdara tag alder T/S 2 7 1 2 2 5 N/A N/A N/A N/A N/A 6 N/A 4 N/A 4 N/A 4 Betula nm riverbvch T 1 2 I 2 1 2 2 2 1 1 1 2 N/A WA N/A N/A N/A 7 N/A 5 N/A 3 N/A 3 Ce halanthtrs orrtdenfalrs button bush T/S 2 7 3 8 8 5 6 3 3 2 2 2 3 2 5 2 2 2 2 Corns amotnum smlky dogwood S I 1 1 1 1 6 7 1 3 3 N/A VA N/A N/A N/A N/A 2 N/A 2 N/A 2 Fraatnuspennsylvamrn green ash T 2 4 11 16 2 2 2 2 1 1 3 7 10 17 6 12 4 14 7 10 7 IS 6 9 6 11 6 6 9 9 9 12 7 14 7 10 6 10 Juntperus t trgmmna eastern red cedar T I N/A 1 N/A VA N/A N/A N/A N/A N/A N/A N/A N/A Lt mrrdambarst)mct na sweet gum T 1 2 4 4 1 4 1 2 N/A 2 N/A N/A N/A N/A N/A 8 N/A 4 N/A 4 N/A 3 Lrnodendmn ndtpmjera tulip poplar T 1 1 2 I 1 1 2 5 5 5 5 5 6 5 7 1 2 1 2 Nyssas hattca black gum T I 1 1 1 N/A I N/A N/A N/A N/A N/A 3 N/A 4 N/A 4 N/A 4 Platanus occrdenralts Sycamore T 7 10 3 61 3 11 8 13 4 9 16 11 15 10 19 1 9 7 12 6 6 10 10 10 11 10 20 10 21 9 20 Poptdus deltoides cottonwood T 1 1 1 I 1 I N/A N/A N/A N/A N/A N/A N/A I N/A 1 N/A 1 Finns faeda loblolly one T I 1 N/A I N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A ercus hrota overcup oak T 2 4 8 10 4 8 2 I 1 2 2 6 6 4 4 10 10 5 5 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Qrerrus mmehauau swamp chestnut oak T 2 2 8 9 3 3 1 2 2 2 1 1 3 6 7 2 8 3 3 3 3 4 4 4 8 5 9 6 6 4 5 Q ercus m ra water oak T 1 7 3 4 3 3 8 10 3 6 4 5 5 3 5 2 2 2 2 2 3 2 5 2 5 2 4 ercus pagoda cherrybark oak T 16 16 3 6 1 1 2 4 3 7 7 6 5 5 5 5 5 6 5 8 5 6 5 6 Q ereus phellos willow oak T 3 3 1 I 3 6 1 1 8 9 5 6 12 16 4 6 1 2 6 2 4 5 2 2 4 4 3 5 4 9 4 6 4 6 Salta m ra black willow T 2 6 5 2 1 1 3 4 2 6 1 22 2 7 6 6 4 4 4 6 4 11 4 6 4 7 Salraserreea silky willow T 7 9 N/A 8 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Sambucrts canadensrs elderberry S 1 I 1 9 1 5 N/A N!A N/A N/A N/A N/A N/A N/A N/A N/A Ulmus alara winged elm T 5 I 45 3 4 3 14 4 26 4 l4 N/A N!A N/A N/A N/A 2 N/A 1 N/A 1 N/A 3 Plot Area acres 0 057 Species Count 11 7 13 10 12 9 11 7 13 8 13 8 12 4 10 6 7 9 11 8 13 8 11 8 11 5 5 5 8 5 7 10 18 10 18 Stem Count �25 66 2 2 57 30 46 26 45 29 113 20 101 41 76 14 40 22 78 48 69 33 113 26 120 28 77 19 29 29 64 26 45 46 101 42 99 Stems per Acre 439 1158 386 1 1000 526 807 456 1 789 509 1982 351 1772 1 719 1333 246 1 702 1 386 1 1368 1 842 1211 579 1 1982 456 2105 1 491 1351 340 528 524 1174 482 831 470 1242 1 436 1 1321 Type =Shrub or Tree Appendix C - Vegetation Plot Data Shepherds Tree Monnoting Report Year 7 RMERREEMM APPENDIX D STREAM SURVEY DATA Figure 3a -3p Cross - sections with Annual Overlays Figure 4 N/A Figure 5 N/A Tables 10a, b Baseline Stream Data Summary Tables Table 11a Morphologic and Hydraulic Monitoring Summary Table 11 b Stream Reach Data Summary Shepherds Tree Stream and May 2012 Wetland Restoration Monitoring Year 7 EEP Project No 333 Appendix D. Stream Survey Data Figure 3a: Cross - Section Plots and Raw Data Tables Shepherds Tree Stream and Wetland Restoration/EEP Project #333 Main Channel Monitoring Year 7 Project Name She herds Tree EEP Project Number 333 Cross - Section ID XS- I, RiMe Survey Date 6/2011 SUMMARY DATA Bankfull Elevation ft 99.29 Bankfull Cross - Sectional Area (ft=) 7.78 Bankfull Width ft 7.21 Flood Prone Area Elevation ft 100.91 Flood Prone Width ft >100 Bankfull Mean Depth ft 1.08 Bankfull Max Depth ft 1.62 W/D Ratio 1 6.68 Entrenchment Ratio i >i .2 Bank Height Ratio 1.00 Station Elevation Notes -3 98.93 xl -3 98.87 xl 0 98.90 xl 3 98.91 x1 6 98.85 xl 9 98.85 x1 12 98.85 x1 15 99.06 x1 18 99.25 x1 21 99.29 xl 21.8 98.32 xl 23 98.04 xi 24 97.84 xl 25 97.67 xl 26 97.97 xl 27.2 98.39 X1 28.1 99.36 xl 29 99.29 xl 32 99.58 X1 35 99.06 X1 38 99.01 xl 41 98.97 x] 44 98.82 x I 47 98.70 xl 50 98.83 xl 53.2 98.68 x1 53.2 98.72 xl XS-1: View Downstream Shepherds Tree (Main Channel) -MY7 Cross - Section 1- Riffle 100 99.5 �d 98.5 it d o 98 w 97.5 97 96.5 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 50.0 station (ft) -MY1 -9/2006 - Mr5-1 /2010 � MY6- 11/2010 -MY7.6r2011 ....... B.,kfhu Appendix D. Stream Survey Data Figure 3b: Cross - Section Plots and Raw Data Tables Shepherds Tree•Stream and Wetland Restoration/EEP Project #333 Main Channel Monitoring Year 7 Project Name Shepherds Tree EEP Project Number 333 Cross - Section ID XS -2, Pool Survey Date 6/2011 SUMMARY DATA Bankfull Elevation ft 100.11 Bankfull Cross - Sectional Area (ft') 4.93 Bankfull Width ft 7.64 Flood Prone Area Elevation f[ 101.43 Flood Prone Width ft N/A Bankfull Mean Depth ft 0.64 Bankfull Max Depth ft 1.32 W/D Ratio 11.94 Entrenchment Ratio N/A Bank Height Ratio 1.15 Station Elevation Notes 0 99.88 x2 0 99.865 x2 0.9 99.94 x2 3.9 100.05 x2 6.9 100.1 x2 9.9 100.24 x2 12.9 1 100.22 x2 15.9 100.33 x2 18.9 100.33 x2 19.9 100.21 x2 20.9 99.93 x2 21.9 99.65 x2 22.6 99.65 x2 22.9 99.23 x2 23.9 99.115 x2 24.9 98.79 x2 25.9 99.015 x2 26.4 99.66 x2 27.9 100.11 x2 28.9 100.3 x2 29.9 100.27 x2 30.9 100.22 x2 33.9 100.07 x2 36.9 1 99.89 x2 39.9 99.89 x2 42.9 99.88 x2 45.9 99.97 x2 48.9 99.96 x2 49.1 99.96 x2 49.1 100.1 x2 XS-2: View Upstream XS-2: View Downstream Shepherds Tree (Main Channel) -MY7 Cross- Section 2 -Pool 101 100.5 100 .. ...... ...................... ................... .. ....... ....... .. 99.5 S •a i 99 'm 98.5 98 97.5 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 50.0 Station (ft) �MYI42006 -MYS -12010 --o-MY6- 11/2010 -MY7 -62011 ......• Bankfull Appendix D. Stream Survey Data Figure 3c: Cross - Section Plots and Raw Data Tables Shepherds Tree Stream and Wetland Restoration /EEP Project #333 Main Channel Monitoring Year 7 Project Name Shepherds Tree EEP Project Number 333 Cross- Section ID XS -3, Riffle Survey Date 6/2011 SUMMARY DATA Bankfull Elevation ft 99.81 Bankfull Cross - Sectional Area (ft) 7.59 Bankfull Width ft 10.87 Flood Prone Area Elevation ft 101.44 Flood Prone Width ft >100 Bankfull Mean Depth ft 0.70 Bankfull Max Depth ft 1.63 W/D Ratio 15.53 Entrenchment Ratio 4.52 Bank Height Ratio 1.00 Station Elevation` ' rNotes 4 99.69 x3 4 99.68 x3 7 99.52 x3 10 99.41 0 13 99.62 x3 16 99.89 x3 19 99.88 0 22 99.75 x3 22.3 99.71 x3 23 99.46 x3 24 99.27 x3 25 98.73 x3 26 98.32 x3 27 98.18 0 28 98.75 x3 29 99.18 x3 30 99.29 0 31 99.46 0 313 99.76 0 32 99.95 0 35 100 x3 38 100 0 41 100.09 0 44 99.97 0 47 100.05 0 50 100.08 0 53 100.03 0 53.1 100 0 XS -3: View Upstream XS-3: View Downstream Shepherds Tree (Main Channel) - MY7 Cross - Section 3- Riffle 100.5 100 _ 99.5 ..... ..... ....................... ... ................. ............... ....._ a c .p 99 w 98.5 98 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00 Station (ft) _MY1 -9/2006 - 1.1Y5 -1aolo --O--ntYbnnolo - ntv7-rmn ....... Bankfull Appendix D. Stream Survey Data Figure 3d: Cross - Section Plots and Raw Data Tables Shepherds Tree Stream and Wetland Restoration/EEP Project #333 Main Channel Monitoring Year 7 Project Name Shepherds Tree EEP Project Number 333 Cross - Section ID XS4, Riffle Survey Date 6/2011 SUMMARY DATA Bankfull Elevation ft 94.10 Bankroll Cross - Sectional Area (ft') 19.60 Bankfull Width ft 11.54 Flood Prone Area Elevation ft 96.74 Flood Prone Width ft >100 Bankfull Mean Depth ft 1.70 Bankfull Max Depth ft 2.64 W/D Ratio 1 6.79 Entrenchment Ratio 3.85 Bank Height Ratio 1.06 Station Elevation Notes.:: -4 94.29 x4 -4 94.185 x4 -1 94.09 x4 2 94.08 x4 5 94.31 x4 8 94.18 x4 11 94.21 x4 14 94.38 x4 15 94.36 x4 16 92.65 x4 17 92.46 x4 17.5 91.97 x4 18 91.6 x4 19 91.46 x4 20 92.01 x4 21 92.52 x4 22 92.54 x4 23 92.04 x4 24 92.29 x4 24.9 92.54 x4 26 93.12 x4 26.8 94.26 x4 28 94.38 x4 31 94.19 x4 34 94.22 x4 37 94.14 x4 40.4 94.39 x4 40.4 94.64 x4 XS4: View Upstream XS4: View Downstream Shepherds Tree (Main Channel) - MY7 Cross - Section 4- Riffle 95 94.5 .. ............................... .. ............................... ................. ............................... 94 E 93.5 c c 93 L u 92.5 92 91.5 91 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 Station (ft) �MY1.9 /2006 -MYS- 1/2010 �MY6- 11/2010 MY7 -6 12011 ......• Bankhll Appendix D. Stream Survey Data Figure 3e: Cross - Section Plots and Raw Data Tables Shepherds Tree Stream and Wetland Restoration /EEP Project #333 Main Channel Monitoring Year 7 Project Name Shepherds Tree F.EP Project Number 333 Cross - Section ID XS -5, Pool Survey Date 6/2011 SUA1MARY DATA Bankfull Elevation ft 94.72 Bankfull Cross - Sectional Area (ft C) 11.87 Bankfull Width ft 10.28 Flood Prone Area Elevation ft 96.61 Flood Prone Width ft N/A Bankfull Mean Depth ft 1.15 Bankfull Max Depth ft 1.89 W/D Ratio 8.94 Entrenchment Ratio N/A Bank Height Ratio 1.03 Station Elevation Notes - 0 95.02 x4 0 94.77 x4 2 94.6 x4 5 94.78 x4 8 94.69 x4 11 94.64 x4 14 94.73 x4 17 94.72 x4 20 94.92 x4 21.3 94.77 x4 22 94.48 x4 22.4 94.26 x4 23 93.7 x4 24 93.41 x4 25 93.09 x4 26 93.03 x4 27 92.83 x4 28 93.14 x4 29 93.45 x4 30 93.54 x4 30.7 94.24 x4 31 94.57 x4 32.4 94.78 x4 33 94.77 x4 36 94.82 x4 39 94.88 x4 42 94.86 x4 45 94.77 x4 46.5 94.77 x4 46.5 1 94.76 x4 XS-5: View Upstream XS-5: View Downstream Shepherds Tree (Main Channel) - MY7 Cross - Section 5 -Pool 95.5 95 - 94.5 94 a e 93.5 0 'A _L W4 93 92.5 92 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00 Station (ft) - MYI.9/t006 - Mr5 -Irzoto - -s-MV64M2010 -Mw7 -612011 .......Bankfuu Appendix D. Stream Survey Data Figure 3f: Cross - Section Plots and Raw Data Tables Shepherds Tree Stream and Wetland Restoration/EEP Project #333 Main Channel Monitoring Year 7 Project Name Shepherds Tree EEP Project Number 333 Cross - Section ID XS-6, Riffle Sury ey Date 6/2011 SUMMARY DATA Bankfull Elevation f[ 94.38 Bankfull Cross - Sectional Area (ft') 2.19 Bankfull Width ft 4.35 Flood Prone Area Elevation ft 95.11 Flood Prone Width ft >100 Bankfull Mean Depth ft 0.50 Bankfull Max Depth ft 0.73 W/D Ratio 8.70 Entrenchment Ratio >2.2 Bank Height Ratio 1.42 Station Elevation Notes 0 94.44 x6 0 94.36 x6 3 94.47 x6 6 94.53 x6 9 94.58 x6 12 94.68 x6 15 1 94.66 x6 18 94.71 x6 19.2 94.73 x6 21.2 94.35 x6 22 93.97 x6 23 93.69 x6 24 93.77 0 25 93.65 x6 25.4 94.40 x6 27 94.78 0 30 94.79 0 33 94.62 x6 36 94.62 x6 39 94.45 x6 42 94.57 x6 45 94.49 x6 V2 94.48 x6 XS4: View Upstream XS-6: View Downstream Shepherds Tree (Main Channel) - MY7 Cross - Section 6-Run 95 94.5 93.5 °o a 93 92.5 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 Station (ft) �MY]-912006 -MY5.12010 --*-MY6. 112010 -MY7- 0011 ......•Bankfull Appendix D. Stream Survey Data Figure 3g: Cross - Section Plots and Raw Data Tables Shepherds Tree Stream and Wetland Restoration/EEP Project #333 Main Channel Monitoring Year 7 Project Name Shepherds Tree EEP Project Number 333 Cross- Section ID XS-7, Pool Survey Date 6/2011 SUMMARY DATA Ban1dall Elevation ft 94.33 Bankfa6 Cross- Sectioeal Area (ft =) 14.78 Bankfa6 Width ft 10.06 Flood Prone Area Elevation ft 96.70 Flood Prone Width ft N/A Bankfu6 Mean Depth ft 1.47 Bankfu6 Max Depth ft 237 W/D Ratio 6.84 Entrenchment Ratio N/A Bank Height Ratio 1.10 Station .Elevation Notes = -5 94.41 x7 0 94.41 0 0 94.32 0 3 94.43 0 6 94.59 0 9 94.57 0 12 1 94.6 0 15 94.67 0 17.5 94.58 0 18 94.06 0 19 93.51 0 19.7 93.24 0 20 93.02 0 21 92.21 0 22 91.96 0 23 91.97 0 24 92.09 0 25 92.42 x7 25.4 93.21 0 26 93.25 0 27 93.59 0 28 94.52 0 28.5 94.82 0 29 94.86 0 30 94.81 0 31 94.76 0 34 94.79 0 37 94.87 x7 40 94.93 0 43 94.82 x7 45.6 94.74 0 45.6 1 94.94 x7 XS-7: View Upstream X4&-7: View Downstream Shepherds Tree (Main Channel) - MY7 Cross - Section 7 -Pool 95.5 95 94.5 ................. .... ............................... ..... ........ 94 93.5 93 B •a 92.5 'm 92 91.5 91 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 Station (ft) - MYI.91 -MY5 -1/2010 - MY74rz011 ......• BankfWl Appendix D. Stream Survey Data Figure 3h: Cross - Section Plots and Raw Data Tables Shepherds Tree Stream and Wetland Restoration/EEP Project #333 Main Channel Monitoring Year 7 Shepherds Tree (Main Channel) - MY 7 Cross- Section 8 -Pool 95.5 Project Name Shepherds Tree EEP Project Number 1333 i r ty Cross - Section ID I XS-8, Pool'd Survey Datc 6/2011 SUMMARY DATA Bankfull Elevation ft 94.73 BankfuB Cross - Sectional Area (ft) 44.35 BanitfuB Width R 24.92 t1 Flood Prone Area Elevation ft 98.22 Flood Prone Width ft N/A Bankfull Mean Depth ft 1.78 Bankfull Max Depth ft 3.49 W/D Ratio 14.00 r Entrenchment Ratio N/A Bank Hei ht Ratio 1.00 XS -8: View Upstream t 1 r XS-8: View Downstream 943 94 Station Elevation Notes 0 94.89 x8 0 94.8 x8 3 94.715 x8 6 94.68 x8 9 94.66 x8 12 94.64 x8 15 1 94.62 x8 16 94.52 x8 17 94.345 x8 18 93.96 x8 19 93.84 x8 20 93.74 x8 21 9355 x8 22 9328 x8 23 92.985 x8 24.4 92.41 x8 25 92.05 x8 26 91.57 x8 27 91.54 x8 28 91.24 x8 29 91.52 x8 30 91.53 x8 31 91.66 x8 32 91.56 x8 33.4 92.31 x8 34 92.535 x8 35 92.93 x8 36 93.45 x8 37 93.85 x8 38 94.27 x8 39 94.58 x8 40 94.73 x8 43 94.77 x8 46 94.89 x8 49 94.85 x6 52 94.81 x8 55 94.79 x8 56.4 94.75 x8 56.4 94.91 x8 Shepherds Tree (Main Channel) - MY 7 Cross- Section 8 -Pool 95.5 95 943 94 93.5 93 a 0 92.5 w 92 91.5 91 90.5 0.00 10.00 20.00 30.00 40.00 50.00 60.00 Station (R) - ttYt -9rzao6 - Ntvs•tnolo - +- t,�tY6 -unolo - hm•6notl .......a.axan Appendix D. Stream Survey Data Figure 3i: Cross - Section Plots and Raw Data Tables Shepherds Tree Stream and Wetland Restoration/EEP Project #333 Main Channel Monitoring Year 7 Project Name Sh herds Tree EEP Project Number 333 Cross - Section ID XS- 9,Riffle 16/2011 Survey Date Flood Prone Area Elevation ft SUMMARY DATA Bankfull Elevation ft 94.30 Bankfull Cross - Sectional Area (ft=) 32.90 Bankfull Width ft 18.94 Flood Prone Area Elevation ft 97.60 Flood Prone Width ft >100 Bankfull Mean Depth ft 1.74 Bankfull Max Depth ft 3.30 W/D Ratio 10.89 Entrenchment Ratio >2.2 Bank Height Ratio 1.00 Station Elevation Notes -6 95.02 s9 -6 95.02 x9 -3 95.11 x9 0 94.905 x9 3 94.99 x9 h 95.05 x9 9 94.97 x9 12 94.75 x9 13 94.56 x9 14 94.32 x9 15 94 x9 16 93.55 x9 17 93.14 x9 17.6 92.76 x9 1 2.37 x9 1 91.97-- x9 --TI-67- x9 1 1.56 x9 22 91.39 x9 23 91 x9 X9 X9 26 91.61 x9 27 92.24 x9 28.2 92.765 x9 29 93.24 x9 30 93.57 x9 31 93.915 x9 32 94.14 x9 33 94.3 x9 34 94.44 x9 35 93.76 x9 38 94.71 x9 41 94.715 x9 44 9436 x9 47 95.06 x9 50.6 95.07 x9 50.6 95.11 x9 XS-9: View Upstream XS-9: View Downstream Shepherds Tree (Main Channel) - MY 6 Cross - Section 9 - Riffle 95.5 95 94.5 ... ............................... ..... .......................... ............................... ...... ........... ............................... 93.5 c c 93 v w 92.5 92 91.5 91 90.5 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00 Station (it) - MY1 -912006 -- ^--MY5 -1/2010 -0-MY611n010 MY7N2011 ......• Beafull Appendix D. Stream Survey Data Figure 3j: Cross - Section Plots and Raw Data Tables Shepherds Tree Stream and Wetland Restoration/EEP Project #333 Main Channel Monitoring Year 7 Project Name She berds Tree EEP Project Number 333 Cross - Section ID XS-10, Pool Survey Date 6/2011 SUMMARY DATA Bankfull Elevation ft 95.17 Bankfull Cross - Sectional Area (ft') 25.03 Bankfull Width f[ 14.20 Flood Prone Area Elevation ft 98.18 Flood Prone Width ft N/A Bankfull Mean Depth ft 1.76 Bankfull Max Depth ft 3.01 'D R atio 8.07 Entrenchment Ratio N/A Bank Height Ratio 1.00 Station Elevation Notes 1.5 95.11 x10 1.5 95.06 x10 4.5 95.32 x10 7.5 94.88 x10 10.5 95.13 x10 13.5 94.93 x10 16.5 94.79 x10 19.5 95.12 x10 22.5 95.02 X10 23.5 95.005 X10 24.5 94.315 X10 25.5 93.58 X10 26.5 93.42 X10 27.8 93.085 X10 28.5 92.6 x10 29.5 92.365 x10 30.5 92.18 x10 31.5 92.16+ x10 32.5 92.33 x10 33.8 93.08 x10 35.5 94.54 X10 36.5 95.155 X10 39.5 95.14 X10 42.5 95.23 X10 45.5 95.15 X10 48.5 95.01 X10 51.5 95.07 X10 54.5 95.125 XIO 57.5 95.19 X10 60.8 95.23 X10 60.8 1 95.26 1 x I O XS -10: View Upstream XS -10: View Downstream Shepherds Tree (Main Channel) -MY6 Cross - Section 10 -Pool 96 95.5 95 ........ ........................... 94.5 b c 94 c 0 93.5 m 93 92.5 92 91.5 0.00 10.00 20.00 30.00 40.00 50.00 60.00 Station (ft) MY] -9/2006 -- -- - -MY5- 1/2010 - MY6- 11/2010 -MY7 -62011 •••••.. Bankfull Appendix D. Stream Survey Data Figure 3k: Cross - Section Plots and Raw Data Tables Shepherds Tree Stream and Wetland Restoration /EEP Project #333 Main Channel Monitoring Year 7 Project Name She herds Tree EEP Project Number 333 Cross- Section ID X8-11, Pool Survey Bankfull Elevation ft 99.04 XS-11: View Upstream 35 ' ,. .c XS -11: View Downstream Bankfull Width ft Date 6/2011 102.81 Main Channel Cross - Section 1 I - Pool 95.5 N/A Bankfull Mean Depth ft 1.94 Bankfull Max Depth ft 3.17 W/D Ratio 6.75 Entrenchment Ratio N/A Bank Height Ratio 95 94.5 94 - - - - -- - xll 9.2 93.36 xll 10 92.99 xll II 92.74 xll 12 92.44 x I 1 93.5 92.21 xll 13.8 92.82 X11 15 93.06 m 93 16 93.54 xll 17 94.41 xll 18.3 A xll 20 94.98 xll 23.2 92.5 w 92 xIl 23.2 94.92 xll 91.5 0.00 5.00 10.00 15.00 Station (B) 20.00 25.00 30.00 �MYI -92006 -MYS- 1/2010 - MY6. 11/2010 �MY7- 6/2011 ....... Bankfull SUMMARY DATA Bankfull Elevation ft 99.04 Bankfull Cross - Sectional Area (ft') 25.43 Bankfull Width ft Date 6/2011 SUMMARY DATA Bankfull Elevation ft 99.04 Bankfull Cross - Sectional Area (ft') 25.43 Bankfull Width ft 13.10 Flood Prone Area Elevation ft 102.81 Flood Prone Width ft N/A Bankfull Mean Depth ft 1.94 Bankfull Max Depth ft 3.17 W/D Ratio 6.75 Entrenchment Ratio N/A Bank Height Ratio 1.00 Station Elevation Notes 0 95.03 xll 0 94.86 x I 1 3 94.98 x11 5.1 94.98 x I 1 6 94.57 x I I 7 93.95 x11 R 93.58 xll 9.2 93.36 xll 10 92.99 xll II 92.74 xll 12 92.44 x I 1 13 92.21 xll 13.8 92.82 X11 15 93.06 xll 16 93.54 xll 17 94.41 xll 18.3 94.81 xll 20 94.98 xll 23.2 95.07 xIl 23.2 94.92 xll Appendix D. Stream Survey Data Figure 31: Cross - Section Plots and Raw Data Tables Shepherds Tree Stream and Wetland Restoration/EEP Project #333 Main Channel Monitoring Year 7 Project Name She herds Tree EEP Project XS -12: View Upstream a?; 1 k✓ XS -12: View Downstream Number 333 Cross- Section ID XS -12 Riffle Survev Date. 6/2011 102.59 Flood Prone Width ft >200 Bankfull Mean Depth ft 1.94 Bankfull Max Depth ft 3.06 W/D Ratio 6.39 Entrenchment Ratio 4.52 Bank Height Ratio L00 SUMMARY DATA Bankfull Elevation ft Number 333 Cross- Section ID XS -12 Riffle Survev Date. 6/2011 SUMMARY DATA Bankfull Elevation ft 99.53 Bankfull Cross - Sectional Area (ft) 24.05 Bankfull Width ft 12.39 Flood Prone Area Elevation ft 102.59 Flood Prone Width ft >200 Bankfull Mean Depth ft 1.94 Bankfull Max Depth ft 3.06 W/D Ratio 6.39 Entrenchment Ratio 4.52 Bank Height Ratio L00 iStation - - :Elevation:: - - Notes - 0 9 99.92 x x12 0 9 99.76 x x12 3 9 99.86 x x12 6 9 99.83 x x12 9 9 99.81 x x12 Cross - Section 12- Riffle 18 99.57 x12 101 100 .................... ....................... ......... ......... ............................... 99.5 ... ................ ;� m a 0 97.5 'w 96.5 - 96 0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 tdYl- 9/2006 MYS- 1/2010 tb1Y6- 112010 MY7 -hR011 ••••••• 6ankfull Appendix D. Stream Survey Data Figure 3m: Cross - Section Plots and Raw Data Tables Shepherds Tree Stream and Wetland Restoration/EEP Project #333 Main Channel Monitoring Year 7 Project Name Shepherds Tree EEP Project Number 333 Cross - Section ID XS-13, Pool Survey Date 6/2011 SUMMARY DATA Bankfull Elevation ft 98.52 Bankfull Cross - Sectional Area (ft) 31.97 Bankfull Width ft 15000 Flood Prone Area Elevation 11 101096 Flood Prone Width ft N/A Bankfu6 Mean Depth ft 2.13 Bankfull! Max Depth ft 3.44 W/D Ratio 7.04 Entrenchment Ratio N/A Bank Height Ratio 1.00 Station Elevation Notes 0 99.89 x13 0 99.81 x13 3 99.82 x13 6 99.54 x13 9 99525 x13 12 99.19 x13 15 98.91 x13 18 98.8 x13 21 98.58 x13 22 98.46 x13 23.3 96.83 x13' 24 95.72 x13 25 95.37 x13 26 95.355 x13 27 95.39 x13 28 95.08 x13 29 95.25 x13 30 95.505 x13 31 95.695 x13 32 96.05 x13 33 96.83 x13 34 97.465 x 13 35 97.945 x13 36 98.45 x13 39 98.61 x13 42 98.53 x13 45 98.68 x13 48 98.6 x13 51.5 98.545 x13 51-5 98.545 x13 XS-13: View Upstream XS-13: View Downstream Shepherds Tree (Main Channel) - MY7 Cross - Section 13- Pool 101 100 �d 98 ..................... ............................... . ............................... .00007 ... ae 0 0 97 m 96 95 94 0 10 20 30 40 50 60 Station (ft) - MY1 -9aoo6 - nnrstrzao - 0- nav641/2010 -M"- &2011 ....... twk%ll Appendix D. Stream Survey Data Figure 3n: Cross - Section Plots and Raw Data Tables Shepherds Tree Stream and Wetland Restoration /EEP Project #333 Main Channel Monitoring Year 7 Project Name She herds Tree EEP Project Number 333 Cross - Section ID XS -14 Riffle Survey Date 6/2011 SUMMARY DATA Bankfull Elevation ft 102.22 Bankfull Cross - Sectional Area (ft) 20.97 Bankfull Width ft 11.06 Flood Prone Area Elevation ft 105.39 Flood Prone Width ft >200 Bankfull Mean De th ft 1.90 Bankfull Max Depth ft 3.16 W/D Ratio 5.82 Entrenchment Ratio >2.2 Bank Height Ratio 1.10 Station Elevation - Notes 0.5 103.32 x14 3.5 103.3 x14 6.5 103.29 x14 9.5 103.36 x14 12.5 103.32 x14 15.5 103.325 x14 18.5 103.2 x14 21.5 103.125 x14 24.5 102.96 x14 27.5 102.81 x14 30.5 102.75 x14 33.5 102.55 x14 36.5 102.66 x14 37.5 101.86 x14 38.5 101.22 x14 39.5 100.59 x14 40.4 99.93 x14 41.5 99.58 x14 42.5 99.21 x14 43.5 99.055 x14 44.5 99.27 x14 45.6 99.96 x14 46.5 100.85 x14 47.5 101.89 x14 48.7 102.54 x14 49.5 102.605 x14 52.5 102.97 x14 55.5 102.83 x14 58.5 102.67 x14 61.5 102.9 x14 64 103.05 x14 64 1 103.03 x14 XS -14: View Upstream XS -14: View Downstream Shepherds Tree (Main Channel) - MY7 Cross- Section 14 - Riffle 104 103 102 ........................................ ............................... ..................... ............................ ............................... z 101 0 w - 100 99 98 0 10 20 30 40 50 60 70 80 Station (ft) MYI -9/2006 MY5. 1/2010 -*--MY6- 11/2010 MY7.6/2011 ....... Bankfull Appendix D. Stream Survey Data Figure 3o: Cross - Section Plots and Raw Data Tables Shepherds Tree Stream and Wetland Restoration/EEP Project #333 Main Channel Monitoring Year 7 Project Name Shepherds Tree EEP Project Number < 333 Cross - Section ID- XS-15, Pool Survey Date 6/2011 SUMMARY DATA Bankfull Elevation ft 99.87 Bankfull Cross - Sectional Area (ft') 18.64 Bankfull Width ft 10.35 Flood Prone Area Elevation ft 101.61 Flood Prone Width ft N/A Bankfull Mean Depth ft 1.80 Bankfull Max Depth ft 2.84 !W/D R atio 5.75 Entrenchment Ratio N/A Bank Hei ht Ratio 1.17 Station Elevation :- Notes 26 100 x15 26 99.95 x15 29 99.95 x15 32 99.62 x15 35 99.84 x15 38 99.75 x15 40.4 99.56 x15 41 99.25 x15 42 98.5 x15 43 97.73 x15 43.8 97.48 x15 43.9 97.045 x15 43.9 96.72 x15 45 96.2 x15 46 95.93 x15 47 1 96.03 x15 48 96.085 x15 49 96.47 x15 50 97.06 x15 51 98.01 x15 52 98.78 x15 52.9 99.26 x15 54 99.39 x15 57 99.74 x15 60 99.75 x15 63 99.95 x15 66 100.01 x15 69 100.32 x15 69.6 100.32 x15 69.6 100.34 x15 XS -15: View Upstream XS -15: View Downstream Shepherds Tree (Main Channel) - MY7 Cross - Section 15 - Pool 101 100 - 98 c 0 97 'w 96 95 0 10 20 30 40 50 60 70 80 Station ft -WI- 9/2006 -MY5 -1/2010 - MY6- 11/2010 ....... B-00 - MY7.0011 Appendix D. Stream Survey Data Figure 3p: Cross-Section Plots and Raw Data Tables Shepherds Tree Stream and Wetland Restoration/EEP Project #333 Tributary Monitoring Year 7 Project Name She herds'Pree EEP Project Number 333 Cross - Section ID XS -16 Riffle Survey Date 6/2011 I Station 1 Elevation I Notes I x16 36 94.15 1 x16 39 94.53 x16 42 94.72 x16 45 94.67 x16 48 94.77 x16 49.1 94980 x16 49.1 94.84 x16 XS-16: View Upstream XS -16: View Downstream Shepherds Tree (Tributary) - MY 7 Cross- Section 16 - Riffle 96 95.5 95 94.5 C o •a m 'w 93.5 93 92.5 92 0 5 10 15 20 25 30 35 40 45 50 Station (ft) AMY I- 9/2006 —MYS -12010 --m—MY6. 11/2010 —MY7. 6/2011 ....... BenkPoll Table 10a Baseline Stream Data Summary Shepherds Tree Stream and Wetland Restoration/EEP Protect #333 Monitoring Year 7 Parameter I Gauge Regional Curve Pre - Existing Condition Reference Reach Data Design Monitoring Baseline* Dimension and Substrate - Riffle LL UL En Min Mean Med Max SD n Min Mean Med Max SD n Min Med Max Mm Mean Med Max SD n Bankfull Width ft - - - - - - - - - - 71 - - - - _ 102 - - - - - - Flood prone Width ft - - - - - - - >100 - - - - - >100 - - - - - - - Bankfull Mean Depth ft - - - - - - - - - - 13 - - - - - 185 - - - - - - - Bankfull Max Depth ft - - - - - - - - 171 - - - - _ 27 - - - - - - - Bankf ill Cross - Sectional Area 112) - - - - - - - - - - 93 - - - - - 187 - - - - - - - Width/De th Ratio - Entrenchment Ratio - - - - - - - - >10 - Bank Height Ratio - - - - - - - - - - - - - - - - - - - - - - Pattern LL Channel Beltwidth ft - - - 51 - - 92 - - - 85 - - - - - - Radius of Curvature ft - - - - - - 131 - - 223 - - 195 - 306 - - - - - - Rc Bankfull width ft/ft - - - - - - - - - - - - - - - - - - - - Meander Wavelength ft - - - - - - 77 - - 1007 - - 114 - 138 - - - - - - Meander Width Ratio - - - - - - 52 - - 125 - - 42 - - - - - - Profile _ A Riffle Length ft _ - - - - - - - - - - - - - - - - - - Riffle Slope ft/ft - - - - - - 0 006 - 002 - - 0 006 - 002 - PoolLen h 11 - - - - - - 13 - - 22 - - 20 _ 29 Pool Max Depth 11 - - - - - - - - - - - - - - - - - - - Pool Spacing 11 - - - - - - 26 - - 65 - - 57 - 69 - - - - - - Trans ort Parameters Reach Shear Stress (competency) Ib /ft2 - - - - - - - - - - - - - - - - - - - - - Max part size mm mobilized at bankful Stream Power (transport capacity) W /mZ - - - - - - - - - - - - - - - - - - - - - Additional Reach Parameters Ros en Classification E5 E5 Bankful Velocity s Bankful Discharge cfs - - - - - - - _ Valley Length (ft) - - - - Channel Tbalweg Length ft - - - - Smuosi ft - 136 14 - Water Surface Slope (ft/ft) - - 0 0049-0 0064 * *0 0015 -0 0017/0 004 - BF slope ft/ft - - - - I� _ Bankful Flood lam Area (acres) % of Reach with Eroding Banks Channel Stability or Habitat Metnc - - - _ Biological or Other - - - _ *Baseline monitoring dada was not completed due to the lack of an as-built survey (per KCI Associates and EEP) Appendix D. Stream Survey Data Table 10b. Baseline Stream Data Summary (Substrate, Bed, Bank and Hydrologic Containment Parameter Distributions) Shepherds Tree Stream and Wetland Restoration /EEP Protect #333 Monitoring Year 7 1 Parameter Pre - Existing Condition Reference Reach Data Design As- builtBasehne Rl % /Ru %/P % /G % /S% - - - -I SC% / Sa% / G% / C% / B% / Be% - - - - d16/d35/d50/d84/d95(mm) - - - - Entrenchment Class <1 5/15-199/2 0-4 9/5 0- 9 9>10 - - - - Incision Class <1 2/12-149/1 5 -1 99/ >2 0 - - - - Appendix D Stream Survey Data Table lla Morphologic and Hydraulic Monitoring Summary Shepherds Tree Stream and Wetland Restoratlon/EEP Project #333 Monitoring Year 7 PARAMETER Cross - Section 1 Riffle Cross - Section 2 Pool Cross - Section 3 Riffle Cross - Section 4 Riffle DIMENSION MY2 -2006 MY5 -2009 MY6 -2010 MY7 -2011 MY2 -2006 MY5 -2009 MY6 -2010 MY7 -2011 MY2 -2006 MY5 -2009 MY6 -2010 MY7 -2011 MY2 -2006 MY5 -2009 MY6 -2010 MY7 -2011 Bankfull Width ft 80 65 69 72 919 92 79 76 904 134 103 125 1042 103 96 115 Flood prone Width ft >100 >100 >100 >100 N/A N/A N/A N/A >100 >100 >100 >100 >100 >100 >100 >100 Bankfull Mean Depth 120 1 5 12 1 1 131 08 07 06 076 08 07 07 205 19 1 8 17 Bankfull Max Depth ft 243 19 16 16 264 1 6 13 13 1 45 14 13 1 7 292 28 26 26 Bank-full Cross - sectional Area (ft) 96 97 106 78 1207 74 5 1 49 686 113 74 83 2141 196 176 196 Bankfull Width/ Depth Ratio 663 44 57 66 702 115 122 1 1 9 1189 159 145 189 508 54 53 68 Bankfull Entrenchment Ratio >2 2 >2 2 >2 2 >2 2 N/A N/A N/A N/A >2 2 >2 2 >2 2 >2 2 >2 2 >2 2 >2 2 >2 2 Bankfull Bankhei ht Ratio • 10 10 10 • 10 10 10 • 10 10 10 • 10 10 1 1 Cross Sectional Area between end pins (ft) * 300 1 180 80 1 124 97 86 * 162 84 1 178 • 244 304 290 d50 (nun)l 0 050 Silt Silt Silt 0 030 Silt Silt Silt 0 030 Silt Silt Silt 0 400 Silt Silt Silt PARAMETER Cross - Section 5 Pool Cross - Section 6 Riffle Cross-Section 7 Pool Cross - Section 8 Pool DIMENSION MY2 -2006 MY5 -2009 MY6 -2010 MY7 -2011 MY2 -2006 MY5 -2009 MY6 -2010 MY7 -2011 MY2 -2006 MY5 -2009 MY6 -2010 MY7 -2011 MY2 -2006 MY5 -2009 MY6 -2010 MY7 -2011 Bankfull Width ft 886 86 89 103 78 62 58 44 11 17 115 160 101 2596 265 276 249 Flood prone Width ft N/A N/A N/A N/A >100 >100 >100 >100 N/A N/A N/A N/A N/A N/A N/A N/A Bankf ill Mean Depth 175 1 3 89 12 095 06 05 05 161 16 09 15 1 8 1 5 1 7 18 Bankfull Max Depth ft 242 20 23 19 159 09 08 07 265 28 21 24 39 32 36 35 Bankfull Cross - sectional Area (ft) 155 1 1 4 132 119 744 36 28 22 1804 188 137 148 4662 410 472 444 Bankfull Widt thRatio 506 65 60 89 821 106 120 87 694 71 186 68 1442 172 162 140 Bankf ill Entrenchment Ratio N/A N/A N/A N/A >2 20 >2 20 >2 20 >2 2 N/A N/A N/A N/A N/A N/A N/A N/A Bankfull Bankhei ht Ratio * 10 10 10 • 10 10 10 * 10 10 1 1 • 10 10 1 0 Cross Sectional Area between end pins ftZ • 175 1 252 140 1 80 126 30 • 265 162 247 • 517 516 486 d50 (mm) 0 040 Silt Silt Silt 0 040 Silt Silt Silt 0 040 Silt Silt Silt 0 060 Silt Silt Silt PARAMETER Cross - Section 9 Riffle Cross -Section 10 Pool Cross - Section 11 Pool Cross - Section 12 Riffle DIMENSION MY2 -2006 MY5 -2009 MY6 -2010 MY7 -2011 MY2 -2006 MY5 -2009 MY6 -2010 MY7 -2011 MY2 -2006 MY5 -2009 MY6 -2010 MY7 -2011 MY2 -2006 MY5 -2009 MY6 -2010 MY7 -2011 Bankfull Width ft 2262 181 217 189 1573 155 163 142 1296 129 132 144 125 128 130 131 Flood prone Width ft >100 >100 >100 >100 N/A N/A N/A N/A N/A N/A N/A N/A >200 >200 >200 >200 Bankfull Mean Depth 17 18 17 17 143 15 15 18 157 1 5 15 15 21 2 1 20 19 Bankfull Max Depth ft 356 33 35 33 312 28 31 30 294 26 28 28 31 32 32 32 Bankfull Cross - sectional Area ftZ 3846 333 37 1 329 2252 239 248 250 2039 194 191 208 258 268 261 254 Bankfull Width/Depth Rati o 1331 98 128 109 1 11 101 107 8 1 825 86 91 99 61 61 65 68 Bankfull Entrenchment Ratio >2 2 >2 2 >2 2 >2 2 N/A N/A N/A N/A N/A N/A N/A N/A >2 2 >2 2 >2 2 >2 2 Bankfull Bankheight Ratio • 10 1 1 10 * 10 10 10 • 10 10 10 * 10 10 10 Cross Sectional Area between end pins (ft2)1 1 617 1 509 563 1 41 6 345 323 * 184 187 223 * 644 509 459 d50 (mm) 0 050 Silt Silt Silt 0 060 Silt Silt Silt 0 060 Silt Silt Silt 0 060 Silt Silt Silt PARAMETER Cross - Section 13 Pool Cross - Section 14 Riffle Cross - Section 15 Pool Cross- Sechon 16 Riffle DIMENSION MY2 -2006 MY5 -2009 MY6 -2010 MY7 -2011 MY2 -2006 MY5 -2009 MY6 -2010 MY7 -2011 MY2 -2006 MY5 -2009 MY6 -2010 MY7 -2011 MY2 -2006 MY5 -2009 MY6 -2010 MY7 -2011 Bankfull Width ft 1400 166 216 150 116 139 136 11 1 110 129 110 104 140 69 84 75 Flood prone Width ft N/A N/A N/A N/A >200 >200 >200 >200 N/A N/A N/A N/A >200 >200 >200 >200 Bankfull Mean Dept 231 19 15 2 1 1 7 14 19 19 20 16 20 18 05 04 06 08 Bankfull Max Depth ft 360 33 34 34 34 37 35 32 32 32 32 28 11 12 13 12 Bankfull Cross - sectional Area ft2 3240 318 326 320 202 200 261 210 22 1 201 21 7 186 67 3 l 52 58 Bankfull Width/Depth Ratio 606 86 143 70 67 97 7 1 58 55 83 56 58 292 178 135 97 Bankfull Entrenchment Ratio N/A N/A N/A N/A >2 2 >2 2 >2 2 >2 2 N/A N/A N/A N/A >2 2 >2 2 >2 2 >2 2 Bankfull Bankhei ht Ratio * 10 10 10 • 10 10 1 1 • 10 10 10 * 10 10 10 Cross Sectional Area between end ins ftZ * 1019 86 5 809 • 803 475 634 • 855 628 533 * 569 545 462 d50 (mm) 0 050 Silt Silt Silt 0 040 Silt Silt Silt 0 060 Silt Silt Silt 1 0 060 Silt Silt Slit Vats was not provided Appendix D Stream Survey Data Table llb Stream Reach Data Summary Shepherds Tree Stream and Wetland Restoration/EEP Project #333 Monitoring Year 7 1 Parameter Baseline' MY 2 2006 MY 2 2009*• DIMENSION Mtn Mean Med Max SD n Mtn Mean Med Max SD n Min Mean Med Max SD n Bankfull Width ft 90 1 1 4 1 1 6 140 22 16 62 126 128 265 5 1 16 Flood rune Width ft >I00 >100 >100 >100 n/a 16 n/a n/a n/a n/a n/a 16 Bankfull Mean Depth fl 05 16 19 2 1 07 16 04 14 1 5 2 l 05 16 Bankfull Max Depth ft 1 1 27 32 34 1 1 16 09 25 28 37 09 16 Bankfull Cross Sectional Area R2 67 169 202 258 83 16 3 1 188 19 5 410 109 16 Wid th Ratio 55 118 64 292 116 16 44 98 9 1 178 41 16 Entrenchment Ratio >2 2 >2 2 >2 2 >2 2 n/a 16 >2 2 >2 2 >2 2 —72-2— n/a 16 Bank Height Ratio 1 0 10 10 10 00 16 Bankfull Velocity' PROFILE Riffle Length ft 185 233 280 Riffle Slope ft/ft 00038 00126 002214 Pool Len R 8 2 766 174 l Pool Max depth Pool S R 279 14 5 PATTERN Channel Beltwidth ft 400 450 600 Radius of Curvature fl 190 300 500 Meander Wavelength ft 900 '22-0 1 L40 0 Meander Width Ratio 71 94 1 1 0 ADDITIONAL REACH PARAMETERS Rosgen Classification E6 Channel nalweg lei fl 1718 Sinuosity fl 140 Water Surface Slope (Channel) (ft/ft) 0 027 BF slope ft/ft 00026 Rt %/Ru° /dP%/G %✓S% SC%/Sa %/G° /JC° /a/B %/Be% d 16 / d35 / d50 I d84 / d95 % of reach vnth eroding banks Channel Stability or Habitat Metric Biological or Other Parameter MY 6 2010•• MY 7 2011'• DIMENSION Min Men Med Max SD n Mm Mean Med Max SD n Bankfull Width (ft) 58 132 120 276 61 16 44 121 1 1 3 249 49 16 Floodprone Width (ft) >100 >100 >100 >100 n/a 16 >100 >100 >100 >100 n/a 16 Bankfull Mean Depth (ft) 05 18 15 89 20 16 05 14 16 21 05 16 Bankfull Max Depth (ft) 08 25 27 36 10 16 07 24 27 35 09 16 Bankfull Cross Sectional Area (fl2) 28 194 184 472 125 16 22 185 191 444 117 16 Wid"cpth Ratio 53 106 1 1 4 186 43 16 1 58 1 92 1 84 1 189 1 35 16 Entrenchment Ratio >2 2 >2 2 >2 2 >2 2 n/a 16 >22 >2 2 >2 2 >2 2 n/a 16 Bank Height Ratio 10 l 0 1 0 l 1 001 16 10 1 0 10 11 004 16 Bankfull Velocity (fps) PROFILE Riffle Length (ft) Riffle Slope (ft/fl) Pool Length (ft) Pool Max depth Pool Spacing (ft) PATTERN Channel Beltwidth (ft) Radius of Curvature (it) Meander Wavelength (ft) Meander Width Ratio - ADDITIONAL REACH PARAMETERS Rosgen Classification Chancel Tbalweg length (ft) Sinuosity (ft) Water Surface Slope (Channel) (fVfl) BF slope (ft/ft) Rt %/Ru ° /a/P° /dG %/S% SC%/Sa %/G %/C%/B %/Be% d16/d35/d50/d84/d95 % of reach with eroding banks Channel Stability or Habitat Metric Biological or Other `L%aselme momtonng aaaa was not compietea oue to me tack of an as bunt survey (per tart associates ana t:tt•) **Longitudinal profile was not surveyed 01- APPENDIX E HYDROLOGIC DATA Table 12 Verification of Bankfull Events Figure 6 Monthly Rainfall Data Figure 7a -7r Precipitation and Water Level Plots Table 13 Wetland Hydrology Criteria Attainment Shepherds Tree Stream and May 2012 Wetland Restoration Monitoring Year 7 EEP Project No 333 Appendix E Hydrologic Data Table 12 Verification of Bankfull Events Shepherds Tree Stream and Wetland Restoration/EEP Project #333 Monitoring Year 7 Date of Collection Date of Occurrence Method Photo # (if available) N/A Jun -05 Visual Assessment N/A N/A Aug-05 Surface Gauge 1 and 3 -MC N/A N/A Oct -05 Surface Gauge 1 -MC N/A N/A Dec -05 Surface Gauge 1 -MC N/A N/A Nov -06 Surface Gauge 3 -MC N/A N/A Dec -06 Surface Gauge 3 -MC N/A N/A Jan -07 Surface Gauge 3 -MC N/A N/A Mar -07 Surface Gauge 3 -MC N/A N/A Aug-08 Surface Gauge 3 -MC N/A N/A Sep-08 Surface Gauge 3 -MC N/A N/A Apr-09 Surface Gauge 2 -Tnb N/A N/A Mar -09 Surface Gauge 3 -MC N/A N/A Apr-09 Surface Gauge 3 -MC N/A N/A Jun -09 Surface Gauge 3 -MC N/A N/A Apr-09 Surface Gauge 2 -Tnb N/A N/A Jun -09 Surface Gauge 2 -Tnb N/A N/A Aug-09 Surface Gauge 2 -Tnb N/A N/A Sep-09 Surface Gauge 2 -Tnb N/A N/A Apr- 10 Surface Gauge 3 -MC N/A N/A May-10 Surface Gauge 1, 3 and 4 -MC N/A N/A Jun -10 Surface Gauge 1, 3 and 4 -MC N/A N/A Jul -10 Surface Gauge 4 -MC N/A N/A Aug-10 Surface Gauge 1, 3 and 4 -MC N/A N/A Sep- 10 Surface Gauge 3 and 4 -MC N/A N/A Oct -10 Surface Gauge 1, 3 and 4 -MC N/A N/A Vanous -2011 Surface Gauge 1, 2, 3 and 4 -MC N/A Appendix E. Hydrologic Data Figure 6: Shepherds Tree 30 -70 Percentile Graph for Rainfall in 2011 Shepherds Tree Stream and Wetland Restoration/EEP Project #333 Monitoring Year 7 *Historical rainfall data referenced from NC Cronos Database Divisonal Data for the Southern Piedmont of North Carloina (Station ID: 318292) Data Period January 2011 through December 2011 7 6 5 d O E 4 d C O .5 3 a 2 1 0 Jan -11 Feb -11 Mar -11 Apr -11 May -11 Jun -11 Jul -11 Aug -11 Sep -11 Oct -11 Nov -11 Dec -11 monthly SUM of 2m Daily Precipitation (in) 30% Percentile 70% Percentile *Historical rainfall data referenced from NC Cronos Database Divisonal Data for the Southern Piedmont of North Carloina (Station ID: 318292) Data Period January 2011 through December 2011 Figure 7a: Precipitation and Water Level Plots for Gauges Shepherds Tree Stream and Wetland Restoration /EEP Project #333 Monitoring Year 7 Growing Season: April 14- October 24 5 0 Shepherds Tree Hydrology Monitoring -MY7 Groundwater Gauge 1 1.8 -5 1.6 1.4 __10 1.2 c c a d 3 -15 1 N M v 0' E 3 18 Consecutive Q o -20 Days 0.8 c .2 o a -25 0.6 .°- a a p a -30 0.4 -35 0.2 -40 I � �. I I �I I I I. II 0 N "1 -1 "1 "4 -4 1-1 �_4 "1 -4 ­1 �_4 0 N 0 N 0 N 0 0 0 0 0 0 0 0 N N N N N N N N 0 N 0 N 0 N \ 14 \ 00 \ N \ \ \ \ \ \ \ \ t0 01 M t� r-1 Cf W .--i \ \ 01 \ M i-i r4 N a--I L! N \ N \ N \ N \ Ln t.0 ^ n 0000 i--I H 0) N 00) N O Date � 2m Daily Precipitation (in) Groundwater Gauge 1 Required Depth Figure 7b: Precipitation and Water Level Plots for Gauges Shepherds Tree Stream and Wetland Restoration /EEP Project #333 Monitoring Year 7 Growing Season: April 14- October 24 10 5 0 Shepherds Tree Hydrology Monitoring -MY7 Groundwater Gauge 2 1.8 1.6 1.4 -5 c 1.2 — c U -10 3 1 '0 c -15 a 43 Consecutive 0.8 c -20 Days c r (U -25 0.6 a p a -30 0.4 -35 I 0.2 -40 it I I �� 1 I� ��. I I �II I I. ill 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N \ � N \ 00 N \ N N N N N N N N N \ \ \ \ \ \ \ \ t0 01 M I- 00 ei N \ U1 N \ 01 N \ M Ln Ln 1O L ^ r- 00 000 O1 rn rn 0 Date 14 2m Daily Precipitation (in) Groundwater Gauge 2 Required Depth Figure 7c: Precipitation and Water Level Plots for Gauges Shepherds Tree Stream and Wetland Restoration /EEP Project #333 Monitoring Year 7 Growing Season: April 14- October 24 5.00 0.00 Shepherds Tree Hydrology Monitoring -MY7 Groundwater Gauge 3 1.8 1.6 -5.00 1.4 0.00 1.2 c 41 Y R 3 1 0 X5.00 E 3 V� 0.8 a c r -20.00 f0 t 16 Consecuti e 0 6 q� -9 5.00 Days a a 0.4 -30.00 0.2 -35.00 it . I I I I� �. I 1 I �I I. i 0 -4 -4 0 N 0 N 0 N 0 0 0 0 o O o 0 N N N N N N N N 0 N o N O N \ Cf \ 00 \ N \ \ \ \ \ \ \ \ tD Ol M I, r1 \ Ln \ \ M 1' Ln \ N -1 N \ r-1 \ LO 00 0) Ln W ^ n 00 i--I 01 N N 0) i--1 O Date 2m Daily Precipitation (in) Groundwater Gauge 3 Required Depth Figure 7d: Precipitation and Water Level Plots for Gauges Shepherds Tree Stream and Wetland Restoration /EEP Project #333 Monitoring Year 7 Growing Season: April 14- October 24 10.00 5.00 0.00 Shepherds Tree Hydrology Monitoring -MY7 Groundwater Gauge 4 1.8 1.6 1.4 -5.00 1.2 .. :#0.00 L 5 d Y 0 0 C 51 Consecutive -90.00 Days 0.8 Q 0 C9 }, 15.00 a CL 0.6 110.00 a 0.4 -35.00 -40.00 I 0.2 -45.00 it . I ( I I� �. 1 I �I I I. i II 0 0 N 0 0 N N 0 o O o 0 0 0 0 N N N N N N N N 0 N 0 N 0 N \ \ \ 00 N \ \ \ \ \ \ \ \ l0 01 M 1� ri 00 a-i \ L!1 \ 01 \ M �T In N \ N \ N \ ci \ M 1.0 ^ n 00 a-i Ch N 0) e-I O Date 2m Daily Precipitation (in) Groundwater Gauge 4 Required Depth Figure 7e: Precipitation and Water Level Plots for Gauges Shepherds Tree Stream and Wetland Restoration/EEP Project #333 Monitoring Year 7 Growing Season: April 14- October 24 0.00 Shepherds Tree Hydrology Monitoring -MY7 Groundwater Gauge 5 0 Consecutive Days 1.8 -5.00 1.6 -10.00 1.4 a- 5.00 1.2 L W N R 3 M X0.00 0 E 0.8 a c M -35.00 f° M r «� CL 0.6 a 'u -30.00 a 0.4 -35.00 0.2 -40.00 it . I I I� �. 1 I �I I ( (. i II p 0 N 0 N 0 N 0 0 0 0 0 0 0 0 N N N N N N N N 0 0 N N 0 N \ \ 00 \ N \ \ \ \ \ \ \ \ l0 01 M I, 00 i--I \ \ V1 O1 \ M a v Ln rIJ N \ ci \ Ln 1O 00 0000 °1 t--1 rn rn 0 Date 2m Daily Precipitation (in) Groundwater Gauge 5 Required Depth Figure 7f: Precipitation and Water Level Plots for Gauges Shepherds Tree Stream and Wetland RestoratioNEEP Project #333 Monitoring Year 7 Growing Season: April 14- October 24 10.00 5.00 0.00 J10" Shepherds Tree Hydrology Monitoring -MY7 55 Consecutive Groundwater Gauge 6 Days Kris A K Irv\ 1.8 1.6 1.4 q 1.2 . . _�-- -5.00 L d 3 1 V 0 c 10.00 a 3 0.8 c Y 15.00 Y 0.6 ,° CL ar p -20.00 a 0.4 -25.00 0.2 -30.00 it . I ( I I� �. I I �I ( I. i II p O N O N o o O O O o O O O N N N N N N N N N O N O N O N \ cl \ \ \ \ \ \ \ \ \ \ N Q1 I� � CO N \ \ Ol \ M e-1 N N �-1 N \ N \ N N N N ^ LD -1 0 N t--I to Ln kDD 00 0) 0) O Date r-1 2m Daily Precipitation (in) Groundwater Gauge 6 Required Depth Figure 7g: Precipitation and Water Level Plots for Gauges Shepherds Tree Stream and Wetland Restoration /EEP Project #333 Monitoring Year 7 Growing Season: April 14- October 24 0 Shepherds Tree Hydrology Monitoring -MY7 Groundwater Gauge 7 16 Consecutive 1.8 Days -5 1.6 -10 .4 1 c -15 1.2 .. W 3 1 c 'o -20 ac 0.8 c Q -25 & c a 0.6 Q- 'u p -30 a 0.4 -35 0.2 -40 it I I I� �. I I �I I I (. i II 0 o N O N O N o O O o O O o O N N N N N N N N O N o N O N \ \ 00 \ N \ \ \ \ \ \ \ \ lD 01 M N i--1 Cf 00 a--I \ 111 \ O1 \ M ei N r-I Ln N \ N \ N 0 to t\D ^ 00 01 01 ei O Date 2m Daily Precipitation (in) Groundwater Gauge 7 Required Depth Figure 7h: Precipitation and Water Level Plots for Gauges Shepherds Tree Stream and Wetland Restoration /EEP Project #333 Monitoring Year 7 Growing Season: April 14- October 24 10.00 5.00 0.00 Shepherds Tree Hydrology Monitoring -MY7 Groundwater Gauge 8 1.8 1.6 .x.00 1.4 1.2 5 52 Consecutive 5 Days 30.00 1 0 o c £ a 4,5.00 0.8 c (D «. o i+ m M C20.00 0.00 0.6 'u W p a -25.00 0.4 -30.00 0.2 -35.00 it I I I I� �. I I �I I ( I. (I 0 O N O N o N o O O O o o O O N N N N N N N N o N O N O N \ zr \ 00 \ N \ \ \ \ \ \ \ \ 0) M r1 \ \ 0N 1 \ i--1 N N N -1 ^ 0 Ln r-I �-Y -I t tD 00 0) 0) O Date r-i � 2m Daily Precipitation (in) Groundwater Gauge 8 Required Depth Figure 7j: Precipitation and Water Level Plots for Gauges Shepherds Tree Stream and Wetland Restoration/EEP Project #333 Monitoring Year 7 Growing Season: April 14- October 24 Shepherds Tree Hydrology Monitoring -MY7 Groundwater Gauge 10 60 1.8 1.6 40 1.4 20 5 Consecut ve 1.2 — i Days -_ 1 3 1 IA o ' 0 C C 3 a 0.8 c (7 ;, o M a -20 0.6 ,a d 0 a a 0.4 -40 0.2 60 it I I I l� I I II ( I I. ill 0 0 N 0 N 0 N 0 0 0 0 0 0 0 0 N N N N N N N N 0 N 0 N 0 N \ 0 N \ \ \ \ \ \ 0 \ \ \ \ \V V 1f N \ N \ "1 \ L ko ^ n 0000 e-I Q\1 N O\1 `--� 0 Date r-1 2m Daily Precipitation (in) Groundwater Gauge 10 Required Depth Figure 7k: Precipitation and Water Level Plots for Gauges Shepherds Tree Stream and Wetland Restoration /EEP Project #333 Monitoring Year 7 Growing Season: April 14- October 24 10.00 5.00 0.00 Shepherds Tree Hydrology Monitoring -MY7 Groundwater Gauge 11 1.8 1.6 1.4 IV 1.2 .-. c c 138 Consecutive qA X5.00 Days 1 3 0 a C E a 3 0.8 c 0.00 o � ,c 0.6 a 'u CL ig5.00 a 0.4 -20.00 0.2 -25.00 it . I ( 1 I� �. 1 I �I I ( I. i (I I 0 H ­4 N O N 0 N 0 N 0 0 0 O 0 0 o O N N N N N N N N O N 0 N O N \ \ 00 \ N \ \ \ \ \ \ \ \ 1.0 01 M I� � 00 a-I \ U1 \ 01 \ M �-1 N N r-1 N \ N \ N N ^ 1.0 00 Ln Ln lD n 00 01 01 O Date 2m Daily Precipitation (in) Groundwater Gauge it Required Depth Figure 71: Precipitation and Water Level Plots for Gauges Shepherds Tree Stream and Wetland Restoration /EEP Project #333 Monitoring Year 7 Growing Season: April 14- October 24 20.00 10.00 0.00 Shepherds Tree Hydrology Monitoring -MY7 96 Consecutive Groundwater Gauge 12 Days 1.8 1.6 1.4 1.2 .. c c °40.00 1 N 3 3 c E a 0.8 c 90.00 o 0.6 CL d ` 0.00 a 0.4 -40.00 0.2 -50.00 50.00 . �. 1 I (I I ( I. i II I 0 0 N 0 N 0 N 0 0 0 0 0 0 0 0 N N N N N N N N 0 N 0 N 0 N \ 00 N N N \ l0 \ \ \ 1� \ \ 00 00 \ e-i a--1 \ \ Ol \ M ri N N a--I \ N \ N 00 \ N N r_4 -I LO ^ N "I N e--I Ln LLn t\D n 0000 0\1 0\1 O Date 2m Daily Precipitation (in) Groundwater Gauge'Gauge 12'! Required Depth Figure 7m: Precipitation and Water Level Plots for Gauges Shepherds Tree Stream and Wetland Restoration /EEP Project #333 Monitoring Year 7 Growing Season: April 14- October 24 10 5 0 Shepherds Tree Hydrology Monitoring -MY7 Groundwater Gauge 13 1.8 1.6 1.4 -5 1.2 1E E -10 5 3 -15 51 Cons utive 1 M C Da a o' -20 0.8 c l7 ;, o -25 �_ •" M Q. 0.6 C1 W -30 a` 0.4 -35 -40 0.2 -45 ( 11 I I �� I I� ��. I 1 I 1II 11111.1 i 0 v -4 11 1-1 -4 ­4 i1 ­1 ,—+ a—I c-I ,1 -4 ci -1 -1 r_1 1-1 -4 -4 r-I a1 i1 ci O N O N O O O O O O O O N N N N N N N N O N O N O N \ I� \ \ 0 N \ \ \ \ \ V1 00 N l0 M 1, \ �' 00 0 \ N N "I ri LO N \ N \ N \ c-1 M N M Ln tD ^ n 0000 0000 0\1 O\l O Date e—I 2m Daily Precipitation (in) Groundwater Gauge 13 Required Depth Figure 7n: Precipitation and Water Level Plots for Gauges Shepherds Tree Stream and Wetland Restoration/EEP Project #333 Monitoring Year 7 Growing Season: April 14- October 24 5 0 Shepherds Tree Hydrology Monitoring -MY7 Groundwater Gauge 14 1.8 1.6 1.4 .. -5 1.2 .-. c C L 1 N C 'o 3 -10 58 Conse tiv Days E 0.8 a c c7 ;; o M � a -15 0.6 'a U N L p a 0.4 -20 0.2 -25 rl I I l� �. I �I I I I, ill 0 /•'� 1"r a"I r'r rl ri !� N a-i �-1 a-i e-I c-I !� O N O N O O O O O O O O N N N N N N N N O O N N O N \ r` \ a-i \ \ \ \ \ \ \ \ 00 N lD O �Y1 \ \ � 00 \ N N V\ a-i t! N H M N \ N \ N \ .--1 ('I) Ln l\D ^ n 0000 0000 r-I N N O\1 0) ei O Date 2m Daily Precipitation (in) Groundwater Gauge 14 Required Depth Figure 7o: Precipitation and Water Level Plots for Gauges Shepherds Tree Stream and Wetland Restoration/EEP Project #333 Monitoring Year 7 Growing Season: April 14- October 24 0 Shepherds Tree Hydrology Monitoring -MY7 Groundwater Gauge 15 12 Consecutive 1.s -5 Days 1.6 -10 1.4 -15 1.2 �a M 1 (A c � C 20 a 0.8 c 2 (7 -25 r 0.6 a 'u CL C -30 a 0.4 -35 0.2 -40 it . I I I I� �. I ( �I ( I. i II 0 O O O O O O O O O O O O O 0 N \ N \ N N N N N N N N \ 0 N \ \ \ \ \ 00 N l0 tY1 I" r-1 N \ H N 00 00 N \ N N N d' 11 �-I Ln N N \ N \ N \ i--I fA N Ln l\0 ^ n 00 0000 ri 0) N N 0) c-1 O Date 2m Daily Precipitation (in) Groundwater Gauge 15 Required Depth Figure 7p: Precipitation and Water Level Plots for Gauges Shepherds Tree Stream and Wetland Restoration /EEP Project #333 Monitoring Year 7 Growing Season: April 14- October 24 10 5 0 Shepherds Tree Hydrology Monitoring -MY7 Groundwater Gauge 16 1.8 1.6 1.4 -5 5 -10 1.2 .► 5 N +: 3 -15 70 Consecutive 1 c 0 Days a 3 C -20 0.8 c (7 .2 +' -25 ` r 0.6 a 'u CL W -30 a� a` 0.4 -35 -40 I I 0.2 -45 it . I I I I) �. I �I I I. i (I 0 M O 0 N O O O 0 0 O 0 O O N N N N N N N N N 0 0 N N 0 N \ I, \ \ \ \ \ \ \ \ \ V1 00 N k.0 O \ \ 00 \ N N eq N -1 M -1 LO 00 Ln Ln W ^ n 00 1- 0000 i-1 N 0\1 0\1 a--I O Date e-I r 2m Daily Precipitation (in) Groundwater Gauge 16 Required Depth Figure 7q: Precipitation and Water Level Plots for Gauges Shepherds Tree Stream and Wetland Restoration /EEP Project #333 Monitoring Year 7 Growing Season: April 14- October 24 5 0 Shepherds Tree Hydrology Monitoring -MY7 Groundwater Gauge 17 4 Consecutive Days 1.8 1.6 1.4 -5 c 1.2 .. c L -10 1 N 3 a E 3 a -15 0 8 0 o M N a 0.6 .a m o -20 a` 0.4 -25 0.2 -30 J it . I I I I� �. I ( (I (. i II 0 .1 0 .1 0 .-1 -4 .1 .1 ,1 ,1 .1 .1 0 0 0 0 0 0 0 0 14 0 0 0 0 N \ I� N \ e-� N N N N N N N N \ \ \ \ \ \ \ \ 00 N l0 M I� N \ N \ 00 N \ N N a a-i Ln N N \ N \ N \ i--I (Y1 N M Ln 1D � 00 00 00 e•7 rn N M N o Date 2m Daily Precipitation (in) Groundwater Gauge 17 Required Depth Figure 7r: Precipitation and Water Level Plots for Gauges Shepherds Tree Stream and Wetland Restoration /EEP Project #333 Monitoring Year 7 Growing Season: April 14- October 24 Shepherds Tree Hydrology Monitoring -MY7 80 Groundwater Gauge 18 1.8 1.6 60 1.4 40 5 Consecutive 1.2 —. Days 20 1 3 3 �a E C 3 Q ° 0 0.8 c Q o � u CL 0.6 y Ow -20 a` 0.4 -40 11. 0.2 -60 11 I I � �. 1 I . i p O1 ,1 M .-4 0 N 0 N 0 0 0 0 0 0 0 0 N N N N N N N N 0 0 N N 0 N \ \ \ \ \ \ \ \ \ \ 00 N l0 O fY1 1� \ \ V 00 \ N N ei Ln rI4 N \ N \ N 0 e-1 M M Ln t\D ^ N 0000 0000 O\i 0\1 O Date 2m Daily Precipitation (in) Groundwater Gauge 18 Required Depth Figure 7r: Precipitation and Water Level Plots for Gauges Shepherds Tree Stream and Wetland Restoration /EEP Project #333 Monitoring Year 7 0 Shepherds Tree Hydrology Monitoring -MY7 Surfacewater Gauge 1 -5 1.8 1.6 -10 1.4 -15 1.2 a'' -20 c f0 c 0 5 -25 0.8 E c a o � -30 0.6 a W U a �V -35 0.4 a` -40 0.2 -45 it I I I l� I I II I I I. ill 0 -4 -4 H H H 14 14 11 O N O N O N O N o O N N O o O O O N N N N N o N o N O N O N O N \ :31 \ 00 \ N \ lD \ \ O1 M \ \ \ \ \ 1� �--i e-I \ \ \ M \ � \ O rl \ � N N \ V rl \ Ln N \ Ln \ N to \ �D -4 \ N \ �--1 \ I� \ 00 \ 01 n 00 i--I -4 \ 01 N N \ 01 c-I \ N \ r-1 \ Date a--I r-1 ri 2m Daily Precipitation (in) Surfacewater Gauge 1 Bankfull Elevation Figure 7t: Precipitation and Water Level Plots for Gauges Shepherds Tree Stream and Wetland Restoration/EEP Project #333 Monitoring Year 7 0 Shepherds Tree Hydrology Monitoring -MY7 Surfacewater Gauge 2 -5 18 1.6 -10 1.4 1.2 „ -15 c -20 M 3 f0 C pp as 0 E ° -25 a 0 0.6 a W -30 a v 0.4 a` -35 0.2 - 40 I., I I I I 1 .I .II 111 I I I 1 II I I (. 1.11 0 o N O N O N O N o N o N O o O O N N N N O N o N O N o O N N \ \ 00 \ N \ \ O1 \ M \ \ \ \ r, r-I 00 \ c-I \ ul \ Ol \ \ tYl N \ \ \ V1 IN N \ V1 \ lD N lD 00 \ 00 01 \ 01 \ 01 \ \ O O Date 2m Daily Precipitation (in) Surfacewater Gauge 1 Bankfull Elevation Figure 7u: Precipitation and Water Level Plots for Gauges Shepherds Tree Stream and Wetland Restoration/EEP Project #333 Monitoring Year 7 0 Shepherds Tree Hydrology Monitoring -MY7 Surfacewater Gauge 3 -5 18 1.6 -10 1.4 1.2 --15 m Y 1 c — •IA f0 -20 V 7 C p 0.8 O a C °— -25 0 0.6 0 > a W -30 a 0.4 a` -35 0.2 -40 it ( I I I� �. 1 I III I I. i (I p O N O N O N O N o O o O o O o o N N N N N N N N O N O O N N \ \ 00 \ N \ \ \ \ \ \ \ \ \ 01 M I, ri r 1 V1 \ \ \ M a--1 -I \ cF N \ � r-I \ V1 N N \ ill \ N \ N \ i--I \ N -4 lD \ \ 00 \ 01 \ l0 00 01 N N \ 01 i--1 N N \ \ O O Date r-1 r-I ® 2m Daily Precipitation (in) Surfacewater Gauge 1 Bankfull Elevation Figure 7v: Precipitation and Water Level Plots for Gauges Shepherds Tree Stream and Wetland Restoration/EEP Project #333 Monitoring Year 7 0 Shepherds Tree Hydrology Monitoring -MY7 Surfacewater Gauge 4 -5 18 1.6 1.4 -10 1.2 i 1 C •N -20 a+ 3 IF ' 0.8 0 E � -25 a 0 M 0.6 v W -30 c 0.4 a` -35 0.2 -40 �I I ( I I� , ,. I I II I I I. i II 0 O N o N o N O N O o 0 0 0 0 0 0 N N N N N N N N 0 N 0 0 N N \ 4 \ W \ N \ LO \ \ \ \ \ \ \ \ Q1 M r-I a1 \ Ol \ \ M P I N V1 N "i \ -4 00 01 \ tD n 00 01 \ 01 N \ \ O O Date ei a--I 2m Daily Precipitation (in) Surfacewater Gauge 1 Bankfull Elevation Appendix E Hydrologic Data Table 13 Wetland Hydrology Criteria Attainment Shepherds Tree Stream and Wetland Restoration/EEP Protect #333 Monitoring Year 7 Summary of Groundwater Gauge Results for Years 1 through 7 Success Criteria Achieved/Max Consecutive Days During Growing Season (Percentage %) Gauge Year 1 (2005)* Year 2 (2006) Year 3 (2007) Year 4 (2008) Year 5 (2009) Year 6 (2010) Year 7 (2011) Yes /35 Days Yes/ 17 Days Yes/ 18 Days Yes /17 Days Yes/24 Days Yes/ 18 Days GW1 Yes 44 %) 9% 25% 30% (38% ) (9% No /1 Days Yes/194 Days Yes /29 Days Yes/36 Days Yes /43 Days GW2 No 1 /0 (1%) o Days (0 %) 100% 35% 52% 22% Yes /20 Days Yes/ 16 Days No /9 Days Yes /16 Days GW3 No ** No /8 Days (4 %) 29% 24% 18% 8% Yes /25 Days No /11 Days Yes /46 Days Yes/49 Days Yes /37 Days Yes/51 Days GW4 Yes 37% 6% 37% 51% 50% 26% No /O Days No /O Days No /O Days No /O Days GW5 No No /O Days (0 %) No /O Days (0 %) 0% 0% 0% 0% Yes /76 Days Yes/76 Days Yes/59 Days Yes /111 Days Yes /79 Days Yes /55 Day GW6 No 72% 74% 83% 94 %) 84 %) 28% Yes /22 Days No /] ] Days No /5 Days Yes/ 15 Days No /10 Days Yes/ 16 Days GW7 No 32% 6% 12% 21% 23% 8% Yes/54 Days Yes /33 Days Yes/46 Days Yes/81 Days Yes /74 Days Yes /52 Days GW8 Yes (78% ) (30% 66% 70 %) 79% 27% GW IO Yes Yes/109 Days o No /4 Days (2%) No /5 Days No /4 Days No /O Days No /5 Days 86% 8% 7% (0%)** 3% Yes /194 Days Yes /150 Days Yes/ 194 Days Yes /194 Days Yes/219 Days Yes /138 Days GW 11 Yes 100% 77% 100% 100% 100% 71 Yes /94 Days Yes /61 Days Yes/61 Days Yes /87 Days Yes /200 Days Yes/96 Days GW 12 Yes 88% 49% (85%)- 86% 93% 49% Yes/ 194 Days Yes/47 Days Yes/80 Days Yes /81 Days Yes /53 Days Yes /51 Days GW 13 No 100% 45% 90% 70% (76%)** (26% Yes/ 194 Days Yes/46 Days Yes /67 Days Yes /80 Days Yes /53 Days Yes /58 Days GW 14 Yes 100% 44% 89% 60% (75%)** 30% GW15 No Yes /194 Days No /9 ( Days 5% ) Yes/] 61 Days No /12 Days Yes /11 Days No /12 Days 100% 87% 16% 16% 6% Yes/ 194 Days Yes/] 60 Days Yes /21 Days Yes /71 Days Yes /70 Days GW 16 No 100% o No /3 Days (3 /o ) 86% 42% 68% 36% No /5 Days Yes/ 19 Days Yes /21 Days No /4 Days GW 17 N/A No /4 Days (8 %) No /3 Days (2 %) 8% 18% 16% 2% No /1 ] Days No/ 13 Days No /9 Days No /5 Days No /5 Days GW 18 N/A 18% o No /8 Days (4 /o ) 16% 16% (3%)— 3% *Raw data was not provided, results from 2005 monitoring report * *Gauge malfunctioned and was not replaced until after the growing season and beaver removal ^Gauge mailfanctioned 10/7/2008, replaced 11/2008 * *Gauge mailfunctioned prior to monitoring beginning (date of failure unknown- unable to download gauge), replaced 6/2010 ^^Gauge mailfunctioned prior to monitoring starting date, malfunction or incorrect calibration occurred after first visit (date of failure unknown - unable to download gauge), replaced 9/2010