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Home My WebLink About20071115 Ver 1_Year 3 Monitoring Report_20101215FINAL Beaverdam Mitigation Project Harnett County, North Carolina Cape Fear River Basin No. 03030004 DENR -EEP Contract No. D06029 -B Year 3 Monitoring Report Prepared for Environmental Banc and Exchange, LLC 909 Capability Drive, Suite 3100 Raleigh, NC 27606 Prepared by WK Dickson and Co., Inc. 720 Corporate Center Drive Raleigh, NC 27607 (919) 782 -0495 December 2010 1 Beaverdam Mitigation Site �= Final - Annual Monitoring Report for 2010 (Year 3) i i Table of Contents 1.0 SUMMARY ............................................................................................. ..............................1 2.0 INTRODUCTION .................................................................................. ............................... 2 2.1 Project Description ....................................................................... ............................... 2 2.2 Project Purpose ............................................................................. ............................... 2 2.3 Project History & Schedule .......................................................... ............................... 5 3.0 HYDROLOGY ........................................................................................ ..............................6 3.1 Hydrologic Success Criteria ......................................................... ............................... 6 3.2 Description of Hydrology Monitoring Efforts .............................. ............................... 6 3.3 Results of Hydrology Monitoring ................................................. ............................... 9 ,. 3.3.1 Site Data ............................................................................ ............................... 10 - 3.3.2 Reference Data .................................................................. ............................... 12 3.3.3 Climate Data ..................................................................... ............................... 12 3.4 Hydrologic Conclusions ............................................................. ............................... 13 4.0 VEGETATION ....................................................................................... .............................14 4.1 Vegetation Success Criteria ........................................................ ............................... 14 4.2 Description of Species and Vegetation Monitoring .................... ............................... 14 4.3 Results of Vegetation Monitoring 15 4.4 Vegetation Observations & Conclusions .................................... ............................... 17 5.0 STREAM MONITORING ................................................................... ............................... 17 5.1 Stream Success Criteria .............................................................. ............................... 17 i5.2 Stream Morphology Monitoring Plan ......................................... ............................... 18 5.2.1 Cross Sections ................................................................... ............................... 18 - 5.2.2 Longitudinal Profile .......................................................... ............................... 18 5.2.3 Hydrology ......................................................................... ............................... 18 5.2.4 Photo Reference Stations .................................................. ............................... 18 5.3 Stream Morphology Monitoring Results .................................... ............................... 18 5.3.1 Cross Sections ................................................................... ............................... 18 5.3.2 Longitudinal Profile .......................................................... ............................... 19 5.3.3 Hydrology ......................................................................... ............................... 19 5.5 Stream Conclusions .................................................................... ............................... 22 6.0 CONCLUSIONS AND RECOMMENDATIONS ............................... ............................... 24 i i Beaverdam Mitigation Site Final - Annual Monitoring Report for 2010 (Year 3) List of Figures Figure1. Vicinity Map .................................................................................... ............................... 3 Figure2. USGS Map ....................................................................................... ............................... 4 Figure3. Monitoring Summary Map ............................................................... ............................... 7 Figure 4. Groundwater Hydrographs ............................................................. ............................... 10 Figure 5. 2010 Precipitation for Beaverdam Swamp Site ............................. ............................... 13 Figure 6. Stream Observation Areas ............................................................. ............................... 20 List of Tables Table 1. Project Mitigation Structure and Objectives ..................................... ............................... 5 Table 2. Project Activity and Reporting History ............................................. ............................... 5 Table3. Project Contacts ................................................................................. ............................... 6 Table 4. Hydrologic Monitoring Results ......................................................... ............................... 9 Table 5. Hydroperiod Depths for Unsuccessful Gauges ............................... ............................... 10 Table 6. Comparison of Normal Rainfall to 2009 Observed Rainfall ........... ............................... 13 Table7. Planted Tree Species ....................................................................... ............................... 14 Table 8. Results of 2010 Vegetation Monitoring by Plot .............................. ............................... 15 Table 9. Summary of Vegetation Monitoring Results — Year 3 .................... ............................... 16 Table 10. Volunteer Tree Species ................................................................. ............................... 17 Table 11. Stream Observation Areas ............................................................. ............................... 19 Table12. Crest Gauge Data ........................................................................... ............................... 22 Table 13. Summary of Morphologic Monitoring Parameter ......................... ............................... 23 APPENDICES Appendix A As -Built Survey Appendix B 2010 Profile and Cross Section Data Appendix C 2010 Gauge Data Appendix D 2010 Site Photos Appendix E 2010 Morphologic Monitoring Parameters m ' Beaverdam Mitigation Site Final - Annual Monitoring Report for 2010 (Year 3) 1.0 SUMMARY This Annual Report details the monitoring activities during the 2010 growing season on the Beaverdam Swamp Mitigation Site. Construction of the Site, including planting of trees, was completed in February 2008. The 2010 data represents results from the third year of hydrology and vegetation monitoring for both wetlands and streams. The design for the Beaverdam Swamp Site involved stream restoration, riverine wetland restoration, and wetland enhancement. After construction, it was determined that the project generated 10,114 linear feet of stream restoration, 292 linear feet of stream enhancement, 9.90 acres of wetland restoration, and 2.04 acres of wetland enhancement. The As -Built survey is included as Appendix A. This Annual Report presents the data from eight automated hydrology monitoring stations, 14 vegetation monitoring plots, three crest gauges, one tipping bucket rain gauge, one funnel rain gauge, 20 cross sections, 3,455 linear feet of profile survey, and photographic reference locations. Data were also collected from three reference automated hydrology monitoring stations. In 2010, data collected from the groundwater monitoring gauges on the Beaverdam Mitigation Site indicate that five of the eight hydrology monitoring stations at the mitigation Site recorded hydroperiods of at least 10 percent of the growing season. BDAW2 recorded a hydroperiod of 8 percent of the growing season. The remaining gauges (BDAW4 and BDAW6) recorded hydroperiods below five percent. All three of the reference gauges had hydroperiods greater than 10 percent. This Annual Monitoring Report documents vegetation survival on 14 vegetation- monitoring plots. The vegetation monitoring documented surviving planted stem density between 340 and 620 stems per acre. All plots have met and exceeded the minimum criteria of 320 stems per acres after three years, and no remedial actions are recommended. Herbaceous vegetation has improved and is now estimated at over 90 percent cover across the Site. Volunteer woody species are present but do not pose a threat to the target natural community. No remedial actions are recommended. During the 2010 monitoring season, all three crest gauges recorded bankfull events at the Site. The restored stream channel is stable and is providing the intended habitat and hydrologic functions. All monitored cross sections and longitudinal profile for 2010 show little adjustment in stream dimension. December 2010 � CJ Weather station data from the Dunn Weather Station were used in conjunction with the rain gauges located on the Site to document precipitation amounts. The Dunn weather station data for J 2010 was below normal limits throughout the growing season. The manual on -site rain gauge was damaged during the winter months and replaced during the March site visit. On -site rainfall \J amounts during the months of April through June were barely within the normal limits but below the annual averages. Rainfall was below normal limits in July; but was within normal limits in August. This Annual Monitoring Report documents vegetation survival on 14 vegetation- monitoring plots. The vegetation monitoring documented surviving planted stem density between 340 and 620 stems per acre. All plots have met and exceeded the minimum criteria of 320 stems per acres after three years, and no remedial actions are recommended. Herbaceous vegetation has improved and is now estimated at over 90 percent cover across the Site. Volunteer woody species are present but do not pose a threat to the target natural community. No remedial actions are recommended. During the 2010 monitoring season, all three crest gauges recorded bankfull events at the Site. The restored stream channel is stable and is providing the intended habitat and hydrologic functions. All monitored cross sections and longitudinal profile for 2010 show little adjustment in stream dimension. December 2010 � CJ Beaverdam Mitigation Site Final - Annual Monitoring Report for 2010 (Year 3) 2.0 INTRODUCTION 2.1 PROJECT DESCRIPTION The Beaverdam Swamp Stream and Wetland Mitigation project is in Harnett County, North Carolina, approximately 3 miles southwest of Erwin (Figure 1). The property is on an old floodplain terrace to either side of Bunnlevel Erwin Road (SR 1779). Access is directly from Bunnlevel Erwin Road through pasture and agricultural fields. Construction at the site was completed in February 2008. Groundwater, surface water, and rain gauges were functional beginning in February 2008. This report details the results of the 2010 monitoring season, and represents Year 3 of monitoring for the Site. The mitigation Site consists of three stream systems and associated riparian wetlands along the floodplain. The three distinct unnamed tributaries (UT) are identified as UT I, UT2, and UT3. The USGS Erwin, NC topographic quadrangle (Figure 2) shows UT 1 and UT 2 drain into Beaverdam Swamp and UT3 discharges directly into the Cape Fear River. UT has a drainage area of 602 acres (0.94 mi2), UT2 has a drainage area of 147 acres (0.23 mi) , and UT3 has a drainage area of 262 acres (0.41 mi2). Surrounding land use consists of existing forest, open pasture, and agricultural fields. On -site topography, soils, and existing wetland areas demonstrate that the Site historically supported riverine wetlands. A conservation easement protects the restoration and preservation areas (Figure 3). The pre- restoration altered conditions of the stream and the riparian buffer reduced water quality and impaired habitat. Livestock access resulted in the direct input of nutrients and biochemical oxygen demand (BOD) into the stream and wetlands. Hoof -shear created bank instability resulting in heavy sedimentation. Water quality was also diminished due to raised turbidity from bank erosion and elevated water temperatures caused by the lack of tree shading. Habitat was reduced by the diminished water quality and loss of physical habitat such as bed features, woody debris, and a well developed vegetative community. Migrating head -cuts had incised the channels and drained wetlands. There are two wetland restoration areas (WR) associated with UT3 and three wetland enhancement areas (WE) associated with UT I. 2.2 PROJECT PURPOSE The objective of this project is to provide 10,200 stream mitigation units (SMU) and 9 wetland mitigation units (WMU) to the North Carolina Ecosystem Enhancement Program (EEP) through the full delivery process in the Cape Fear River Basin 03030004110020 hydrologic unit, and to improve riparian and aquatic habitats and water quality through ecological restoration practices. Stream mitigation was provided through restoration and enhancement on three stream systems that are tributaries to Beaverdam Swamp. Riverine wetland mitigation was provided through enhancement and restoration. The site was identified and developed by Environmental Banc and Exchange, LLC (EBX) through the EEP full delivery mitigation process. Monitoring of the Beaverdam Swamp Site is required to demonstrate successful mitigation based on criteria in the Restoration Plan and through a comparison to reference site conditions. The success criteria components adhere to EEP and USACE guidelines. Hydrology, vegetation, and stream monitoring are conducted on an annual basis. This Annual Monitoring Report details the results of the monitoring efforts for 2010 (Year 3) at the Beaverdam Swamp Mitigation Site. December 2010 EBX Figure 1. ��...... �.: -�, Beaverdam Creek Mitigation Site Project Vicinity Map 0 1 — Miles Scale NTS % I" iver'B'l fYD b k as , It !T, I P -7 A) oil P-7 EBX Figure 2. Beaverdarn Creek Mitigation Site USGS Map SOURCE-USGS, 0 1,000 2,000 4,000 HARNETT COUNTY Erwin, NC Quadrangle, 1973 Feet Scale. NTS Legend Major Highway State Road Streams Q r Beaverd am Mitigation Site ? Jil EBX Figure 2. Beaverdarn Creek Mitigation Site USGS Map SOURCE-USGS, 0 1,000 2,000 4,000 HARNETT COUNTY Erwin, NC Quadrangle, 1973 Feet Scale. NTS Beaverdam Mitigation Site Final - Annual Monitoring Report./or 2010 (Year 3) The Beaverdam Swamp Mitigation Report (May 2008) documented 10,1 14 linear feet of stream restoration, 292 linear feet of stream enhancement Level 11, 9.90 acres of wetland restoration, and 2.04 acres of wetland enhancement, resulting in 10,231 SMUs and 10.9 WMUs for the project (Table 1). The raised streambed elevation will provide the hydrology for restoring the wetlands. The wetland and stream restoration will provide multiple ecological and water quality benefits within the Cape Fear River Basin. Benefits include nutrient removal, sediment and BOD reduction, water storage, improved groundwater recharge, improved in- stream and riparian habitat, and restored wetland habitat. Table 1. Project Mitigation Structure and Objectives Reach Name As- Built, Length feet Wetland (acres) WMU SMU Restoration Approach UT1 -A/B /C 3,403 May 2008 As -Built Report Submitted 3,403 Restoration UT 1 -D 829 October 2010 3rd Annual Monitoring Report 829 Restoration UT1 -E Valle 556 556 Restoration UTl -F 583 583 Restoration UT2 1,264 1,264 Restoration UT3 -AB 3,479 3,479 Restoration UT3 -C 292 117 Enhancement WR -A 3.70 3.70 Restoration WR -B 6.20 6.20 Restoration WE -A 0.80 0.40 Enhancement WE -B 0.70 0.35 Enhancement WE -C 0.14 0.07 Enhancement WE -D 0.40 0.20 Enhancement Total 10,406 11.94 10.92 10,231 2.3 PROJECT HISTORY & SCHEDULE The project was constructed in the fall and winter of 2007/2008, and the five year monitoring is expected to be completed in the fall of 2012 (Table 2). Table 3 lists the project contacts. Table 2. Project Activity and Reporting History Month Activity February 2008 Construction Completed February 2008 Planting Completed February 2008 Post Construction Monitoring Gauges Installed May 2008 As -Built Report Submitted November 2008 1 st Annual Monitoring Report November 2009 2nd Annual Monitoring Report October 2010 3rd Annual Monitoring Report November 2011 4th Annual Monitoring Report Scheduled November 2012 5th Annual Monitoring Report Scheduled 5 December 2010 Beaverdam Mitigation Site Final - Annual Monitoring Report for 2010 (Year 3) Table 3. Project Contacts Contact Firm Information Project Manager Environmental Banc & Exchange, LLC Norton Webster 919 608 -9688 Designer Kimley -Horn and Associates Todd St. John, PE 919 653 -2950 Monitoring Contractor WK Dickson and Co., Inc Daniel Ingram 919 782 -0495 3.0 HYDROLOGY 3.1 HYDROLOGIC SUCCESS CRITERIA As stated in the Restoration Plan, the hydrology success criterion for the Site is to restore wetland hydrology at the Site so that water table will remain within 12 inches of the soil surface continuously for at least 10 percent of the growing season (approximately 24 days). The growing season is from March 16 to November 11. Based on daily minimum temperatures greater than 28 degrees Fahrenheit occurring in 5 of 10 years, the growing season for Harnett County is 240 days long. Gauge data will be compared to gauge data from a reference wetland in growing seasons with less than normal rainfall. In periods of low rainfall, if a restoration gauge hydroperiod exceeds the reference gauge hydroperiods, and both exceed five percent of the growing season, then the gauge will be deemed successful. The results of hydrology monitoring across the wetland restoration Site are presented in this annual monitoring report. 3.2 DESCRIPTION OF HYDROLOGY MONITORING EFFORTS Eight automated HOBO groundwater gauges, one tipping bucket rain gauge, and one funnel rain gauge were installed prior to the beginning of the first growing season (Figure 3). Three additional automated groundwater gauges were installed in a reference wetland. Groundwater gauges are installed to a minimum depth of 40 inches below the ground surface. The monitoring protocol for the site specifies that automated monitoring stations will be downloaded and checked for malfunctions on a monthly basis. During monthly site visits, manual groundwater gauges are read, crest gauge readings are taken, and cumulative rainfall totals are collected from the on -site rain gauges. During the 2010 growing season, all eight automated loggers performed well with no periods of missing data. �1 Automated Gauges HOBO automatic groundwater gauges record water table elevations four times daily at 06:00, 12:00, 18:00, and 24:00. These automatic gauges employ pressure sensors that record water elevation above the bottom of the sensor (with atmospheric pressure compensation). The calibration water table depth is recorded at monthly downloads. To determine wetland hydroperiods, the automatically recorded data are compared to the calibration data to determine a standard correction factor between the calibration gauge and the automatic gauge for each location. The standard correction factor is applied to correct daily readings. The corrected daily \ readings are used to determine wetland hydroperiods. - Data Interpretation Wetland hydroperiods are calculated for four daily water table depth elevations. A hydroperiod is calculated if the water table is equal to or less than 12 inches below ground surface for at least 24 hours. If a gauge falls below -12 inches for four consecutive readings (24 hours) then the hydroperiod ends at the last reading within 12 inches of the ground surface. If a gauge falls below December 2010 - x r k R Off. ■ -a co E °— cu c o o a m o of U o @ U C Q U Q O 00 U 0) 0 > W J 090 I I I L I zN U O z w U �eU �1Q w Z Cl) M 0) � � C L ( L �> O LL QC: � ) W O O O N LL O O 4- O O N O II O L N U C O O O t • � � J � • O O v J •�tI L- , `•� t,. I � CD- L � �, 4t 1. 1 CO M • Alm -- -- LZ cc 00 r" _ CN d r [ C CN � CZ y • CD • 0 ' L i • u �',� �. �� - §�5�,- ?sue �j • ' • • • • Oslo r1 u Beaverdam Mitigation Site Final - Annual Monitoring Report for 2010 (Year 3) -12 inches for only three readings then maintains a reading above -12 inches for a minimum of 24 hours, the hydroperiod is calculated continuously. This methodology accounts for minor technical malfunctions experienced by the automatic gauges. 3.3 RESULTS OF HYDROLOGY MONITORING The following hydroperiod statistics were calculated for each monitoring station during the growing season: 1) period of most consecutive days and percent of growing season that the water table was within twelve inches of the surface; 2) cumulative number of days and percent of growing season that the water table was within twelve inches of the soil surface; and 3) number of times that the water table rose to within twelve inches of the soil surface (Table 4). Raw hydrograph data collected from the monitoring gauges are provided in Appendix C. Table 4. Hydrologic Monitoring Results 2010 Max H dro eriod (Growing Season 16 -Mar through 11 -Nov, 240 days) Gauge Consecutive Cumulative Occurrences Days Percent of growing Season Days Percent of growing Season AW 1 48 20 59 25 7 AW2 20 8 20 8 2 AW3 114 48 160 67 7 AW4 1 0 3 1 3 AW5 32 13 39 16 8 AW6 9 4 19 8 9 AW7 32 13 33 14 2 AW8 47 20 47 20 2 REFAW 1 58 24 81 34 3 REFAW2 24 10 28 12 5 REFAW3 32 13 36 15 4 The Site was designed to re- integrate the streams with the drained wetlands, restoring stream and wetland habitat features, and re- establishing a native, forested hardwood wetland ecosystem. Hydrology in the riparian areas is driven primarily by high groundwater and overbank flooding. The growing season data collected for the 2010 Year 3 monitoring period indicate that the Site is on track to meet the success criteria as outlined in the Mitigation Plan. Table 5 lists the minimum depth at which the under performing gauges achieved a 10 percent hydroperiod. These data demonstrate that all of the wetland areas had a water table within 19.13 inches of the surface for considerable portions of the growing season. December 2010 Beaverdam Mitigation Site Final - Annual Monitoring Report for 2010 (Year 3) Table 5. Hydroperiod Depths for Unsuccessful Gauges 3.3.1 Site Data Depth of groundwater for each of the monitoring gauges is shown in a graph with precipitation (Figure 4). This hydrograph demonstrates the reaction at each monitoring location of the groundwater level to specific rainfall events. Raw hydrograph data collected from the monitoring gauges is provided in Appendix C. Figure 4. Groundwater Hydrographs Figure 4a. 2010 Beaverdam Swamp Groundwater Gauges E r u e r -,0 W i d Lr] d 3 ..0 C 0 0 C7 -a0 -50 -1 J F M A Dunn Dail, Rainfall M J J A S Months - -BD AN '1 BDAW2 O N D BDAW3 9 M 7 n� C C 5 yo- 'S d 4 L a 3 0 10 December 2010 10 Percent Gauge H dro eriod Depth AW2 -19.13 AW4 -16.56 AW6 -17.70 3.3.1 Site Data Depth of groundwater for each of the monitoring gauges is shown in a graph with precipitation (Figure 4). This hydrograph demonstrates the reaction at each monitoring location of the groundwater level to specific rainfall events. Raw hydrograph data collected from the monitoring gauges is provided in Appendix C. Figure 4. Groundwater Hydrographs Figure 4a. 2010 Beaverdam Swamp Groundwater Gauges E r u e r -,0 W i d Lr] d 3 ..0 C 0 0 C7 -a0 -50 -1 J F M A Dunn Dail, Rainfall M J J A S Months - -BD AN '1 BDAW2 O N D BDAW3 9 M 7 n� C C 5 yo- 'S d 4 L a 3 0 10 December 2010 rI M 0 C t V .5 G � -30 Y W Y 3 -30 7 O 7 _kO V -/0 -50 -60 I I M A M J J A S O Months Daily Rainfall —BDAW4 -BDAW5 Figure 4c. 2010 Beaverdam Swamp Groundwater Gauge! Beaverdam Mitigation Site Final - Annual Monitoring Report for 2010 (Year 3) Figure 4b. 2010 Beaverdam Swamp Groundwater Gauges 0 -i0 II V .5 -zo a I � s -JO p g .50 n L-A 10 9 8 7 6 i O D 5 �w a C 0. 3 2 0 N D —BDAW6 J F M A M t�Dunn Daily Rainfall — J I A M onths BDAW7 11 10 s 7 6 i 9 a �g 9 S A C6 1 2 0 S O N D —BDAW8 ] December 2010 20 10 0 i t u S c w i1 iTa a0 -20 3 C C 7 O L V .30 -40 .50 i Beaverdam Mitigation Site Final - Annual Monitoring Report for 2010 (Year 3) Figure 4d. 2010 Beaverdam Swamp Groundwater Reference Gauges �t ai I A S O N D Months Dunn Daily Rainfall - BDRAWI BDRAW2 - BDRAW3 3.3.2 Reference Data 10 9 8 7 `ba e GQ c a 8 LL 4 E d 2 Il �I r 0 The approved Mitigation Plan provides that if the rainfall data for any given year during the monitoring period is not normal, the reference wetland data can be assessed to determine if there is a positive correlation between the performance of the restoration Site and the natural hydrology of the reference site. The three reference gauges had hydroperiods ranging from 10 to 24 percent of the growing season. 3.3.3 Climate Data Monthly rainfall for 2010 was compared to historical precipitation for Harnett County (Table 6 and Figure 5). Observed precipitation data were collected from an automated weather station in Dunn (Harnett County). The Dunn weather station data for 2010 was below normal limits for most of the growing season. The manual on -site rain gauge was damaged during the winter months and replaced during the March site visit. On -site rainfall amounts during the months of April through June were barely within the normal limits but below the annual averages. Rainfall was below normal limits in July; but was within normal limits in August. Monthly rainfall data for the Site in September through December was not available at the time this report was compiled. 12 December 2010 n u Beaverdam Mitigation Site Final - Annual Monitoring Report for 2010 (Year 3) Table 6. Comparison of Normal Rainfall to 2009 Observed Rainfall Month Average Normal Limits Dunn Precipitation On -Site Manual RG On -Site Automatic RG 30 Percent 70 Percent January 4.12 3.00 5.18 3.02 - -- 4.41 February 3.59 2.36 4.27 2.56 - -- 3.50 March 4.71 3.42 5.78 1.96 - -- 4.67 April 3.25 1.99 4.34 0.63 2.05 0.51 May 3.82 2.37 4.75 2.75 2.64 2.46 June 4.50 2.56 5.22 1.28 2.71 2.28 July 5.64 3.42 6.89 2.71 2.72 2.35 August 4.86 3.17 6.02 1.38 5.98 4.30 September 4.50 2.24 5.56 - -- 4.90 4.45 October 3.16 1.89 4.26 - -- - -- - -- November 3.08 2.07 4.01 - -- - -- - -- December 3.57 2.18 4.35 - -- - -- - -- Total 48.80 42.45 51.56 16.29 16.10 20.18 Figure 5. 2010 Precipitation for Beaverdam Swamp Site 2010 Precipitation for Beaverdam Swamp Site r K. C pG C a a T 7 W D 4 n - Ill 1 F M -Dunn Daily Rainfall -rte Dunn Monthly Rainfall A M 1 1 A S Months ....... 30thr70th Percentile --0-On -Sae Automatic Raingauge -- 11• . ............. O N D - --0 -On -site Manual Ramgauge 3.4 HYDROLOGIC CONCLUSIONS Data collected from the groundwater monitoring gauges on the Beaverdam Mitigation Site in 2010 indicate that five of the eight hydrology monitoring stations recorded hydroperiods of at 13 F_ IL December 2010 Beaverdam Mitigation Site Final - Annual Monitoring Report for 2010 (Year 3) least 10 percent of the growing season and meet the hydrologic success criterion for 2010. Two gauges (BDAW4 and BDAW6) experienced hydroperiods of less than 5 percent, but achieved a 10 percent hydroperiod at a depth of no greater than 17.7 inches below the soil surface. The remaining monitoring station (BDAW2) recorded a hydroperiod of 8 percent of growing season. All three of the reference gauges had hydroperiods greater than 10 percent. Dunn weather station rainfall data indicates that the 2010 growing season rainfall amounts were well below normal for most of the growing season, except for May, when rainfall levels were within the normal range. 4.0 VEGETATION 4.1 VEGETATION SUCCESS CRITERIA Successful establishment of vegetation in wetland restoration and riparian areas will be the survival of 260 - planted stems following Year 5 monitoring. The site must also meet the interim success criterion of the survival of at least 320 planted stems per acre at the end of the Year 3 monitoring period. Up to 20 percent of the species composition may be comprised of volunteers. Remedial action may be required should volunteers present a problem or exceed 20 percent composition. A digital image photo log will be used to subjectively evaluate the restoration site over time. A series of images over the five -year monitoring period should demonstrate maturation of planted vegetation and volunteer hydrophytic species. 4.2 DESCRIPTION OF SPECIES AND VEGETATION MONITORING Fourteen vegetation sampling plots were established within the planted restoration areas to monitor the success of planted vegetation. The vegetation plots are 0.05 acres in size. The vegetation plots are distributed across the site, but the precise location and orientation of the plots was random (see locations on as -built drawings in Appendix A). The plots cover approximately two percent of the planted area. Twelve tree species were planted on the site (Table 7). Table 7. Planted Tree Species Common Name Scientific Name FAC Status River Birch Betula nigra FACW Pignut Hickory Carya glabra FACU Green Ash Fraxinus pennsylvanica FACW Black Walnut Juglans nigra FACU Tulip Poplar Liquidambar styraciflua FAC+ Swamp Tupelo Nyssa biflora OBL Overcup Oak Quercus lyrata OBL Swamp Chestnut Oak Quercus michauxii FACW- Coastal Willow Oak Quercus phellos FACW- Northern Red Oak Quercus rubra FACU Bald Cypress Taxodium distichum OBL Slippery Elm Ulmus rubra FAC 14 December 2010 Beaverdam Mitigation Site Final - Annual Monitoring Report for 2010 (Year 3) Planted stems inside each plot were flagged with orange or pink flagging to help in locating them in the future. Each stem is tagged with a sequentially numbered aluminum tag. 4.3 RESULTS OF VEGETATION MONITORING Stem counts for each of the 14 vegetation- monitoring plots were recorded by species (Table 8). Most of the planted stems appeared healthy and have recent growth. During Year 1 (2008), a number of the plots were located in areas where livestock accidentally accessed the restoration area and damaged many stems. The access points have since been secured. The damage increased mortality in a number of the plots. Because of mortality during the first year, areas of the Site were supplemented with additional trees. The planted stems in the monitoring plots ranged from 340 to 620 stems per acre with an average of 473 stems per acre (Table 9). Some of the numbered tags have been lost or darnaged over the last three years. This may be due to tags being swept over small stems during early flooding or small animal theft. Table 8. Results of 2010 Vegetation Monitoring by Plot Species VP 1 VP 2 VP 3 VP 4 VP 5 VP 6 VP 7 VP 8 VP 9 VP 10 VP it VP 12 VP 13 VP 14 Black gum 2 8 2 7 6 5 4 2 10 8 10 Black walnut 1 1 1 1 Cypress 2 2 3 3 1 4 14 2 3 Green ash 14 1 6 1 3 1 4 4 1 4 7 2 1 1 1 7 Hickory 0 2 4 Northern Red Oak l 2 3 9 19 Overcup Oak 1 2 4 4 12 4 5 River Birch 3 9 2 8 4 2 5 1 3 Slippery Elm 2 1 13 5 Swamp Chestnut Oak 1 2 4 3 6 Tulip poplar 3 1 2 1 2 1 Unknown 2 2 0 1 0 0 0 0 Willow oak 1 6 1 3 1 3 1 15 December 2010 Beaverdam Mitigation Site Final - Annual Monitoring Report for 2010 (Year 3) Table 9. Summary of Vegetation Monitoring Results — Year 3 Plot Number Stems Planted 2010 Stems Stems per Acre As -Built 2008 Year 1 2009 Year 2 2010 Year 3 2011 Year 4 2012 Year 5 1 35 24 620 360 540 480 2 40 25 640 420 580 500 3 37 19 600 340 420 380 4 41 25 640 340 520 540 5 41 19 620 260 500 380 6 35 18 660 360 380 360 7 43 24 620 360 600 480 8 33 24 660 560 540 480 9 26 17 400 340 340 340 10 32 29 460 420 600 600 11 38 20 760 480 440 400 12 35 28 700 640 640 560 13 34 25 680 500 540 500 14 33 31 660 480 480 620 Average Stems per Acre: 473 Range of Stems per Acre: 340 -620 A plan view drawing of the vegetation plots is provided in Figures 6a and 6b. The drawing includes the appropriate information pertaining to vegetation monitoring of the project. The drawing also shows the locations of the following features: • Vegetation monitoring plots • Locations of any vegetation problem areas • Symbology to represent vegetative problem types (if appropriate) The herbaceous vegetation coverage at the site is over 90 percent with many plots over 95 percent. Due to the existing forest cover around Plots 7, Plot 8, and Plot 9, these plots have the least dense herbaceous coverage. A few small areas in these plots have limited herbaceous cover. Herbaceous coverage across the mitigation site is variable in composition, as would be expected in a natural riparian system. Previous areas observed to have bare soil are well vegetated with common rush and sedges. The areas lacking coverage have scattered individual plants but have not filled in. Diversity in all plots is good. No remedial action is recommended at this time. In most plots, the herbaceous vegetation shows vigorous growth and diversity. The herbaceous cover is typically dense across most of the site and a number of weeds typical of pasture and disturbed land are present. The most common herbaceous species across the site (occurrence in at least 50 percent of the plots) are dog fennel (Eupatorium capillifolium), common rush (Juncus eff isus), and sawtooth blackberry (Rubus argutus). Other species found across the site are Canada goldenrod (Solidago canadensis), swamp sunflower (Helianthus angustifolius), tall fescue (Schedonorus phoenix), Carolina horsenettle (Solarium carolinense), beaked panic grass (Panicum anceps), deertongue (Dichanthelium clandestinum), Bluestem (Andropogon sp.), and number of different sedges (Carex sp.) Overall diversity appears to have increased across the Site and weedy species have decreased in dominance. 16 December 2010 Beaverdam Mitigation Site Final - Annual Monitoring Report for 2010 (Year 3) i" Woody volunteer species are also monitored throughout the five -year monitoring period (Table 10). These volunteer species are not always obvious due to germination after construction and planting. Vigor and survival due to the earlier drought may also have affected the volunteer species. In some areas, dense herbaceous cover also obscures smaller volunteer individuals. Table 10. Volunteer Tree Species Common Name. ,Scientific Name Indicator Status Red Maple Acer rubrum FAC Eastern Baccharis Baccharis halimi olio FAC River Birch Betula ni ra FACW American Hornbeam Car inns caroliniana FAC Common Buttonbush Ce halanthus occidentalis OBL Persimmon Diospyros vir iniana FAC Privet Li ustrum sinense FAC Sweet um Li uidambar styraciflua FAC+ Tuli tree Liriodendron tuli i era FAC Winged Sumac Rhus co allinum NI Winged Elm Ulmus alata FACU+ 4.4 VEGETATION OBSERVATIONS & CONCLUSIONS In general, the live stems were healthy and most exhibited significant new growth. In the past, a number of incidents where cattle entered the planted easement area were recorded. This has been corrected and the Site appears to have recovered with healthy vegetative growth across the site. Because of low survival in the initial planting, areas with low survival were replanted during the winter /spring of 2009. The replanted trees appear healthy with new growth. All plots have met the interim success criteria of 320 stems per acres after three years, as documented by this report. For the 2010 monitoring year, the average number of stems per acre on site is 473 and plots range from 340 to 620 stems per acre. No remedial actions are recommended. Herbaceous vegetation is healthy and locally dense. The plots in the enhancement areas exhibit less herbaceous density due to the forest canopy. Both hydrophytic and non - hydrophytic herbaceous vegetation is found across the site. The most common herbaceous species across the site (occurrence in at least 50 percent of the plots) are dog fennel (Eupatorium capillifolium); common rush (Juncus effusus), and sawtooth blackberry (Rubus argutus). 5.0 STREAM MONITORING 5.1 STREAM SUCCESS CRITERIA As stated in the approved Mitigation Plan, the stream restoration success criteria for the Site includes the following: Bankfull Events: Two bankfull flow events must be documented within the five -year monitoring period. Cross - Sections: There should be little change in as -built cross sections. Cross sections shall be classified using the Rosgen stream classification method and all monitored cross - sections should fall within the quantitative parameters defined for "E" or "C" type channels. 17 December 2010 Beaverdam Mitigation Site Final - Annual Monitoring Report for 2010 (Year 3) • Longitudinal Profiles: The longitudinal profiles should show that the bedfonn features are remaining stable, e.g. they are not aggrading or degrading. Bedfor ns observed should be consistent with those observed in "E" and "C" type channels. • Photo Reference Stations: Photographs will be used to subjectively evaluate channel aggradation or degradation, bank erosion, success of riparian vegetation and effectiveness of erosion control measures. • Benthic Macroinvertebrates: Sampling of benthic macroinvertebrates within the restored stream channel shall be conducted for the first three years of post- restoration monitoring. 5.2 STREAM MORPHOLOGY MONITORING PLAN The stream monitoring program will be implemented to document system development and progress toward achieving the success criteria. The monitoring program will be undertaken for 5 years or until the final success criteria are achieved, whichever is longer. 5.2.1 Cross Sections Two permanent cross sections will be installed per 1,000 linear feet of stream restoration work, with one located at a riffle and one located at a pool. Each cross section will be marked on both banks with permanent pins to establish the exact transect used. A common benchmark will be used for cross sections to facilitate easy comparison of year -to -year data. The annual cross - section survey will include points measured at all breaks in slope, including top of bank, bankfull, inner berm, edge of water, and thalweg, if the features are present. Riffle cross sections will be classified using the Rosgen stream classification system. 5.2.2 Longitudinal Profile A longitudinal profile will be measured annually throughout the five -year monitoring period. The profile will be measured along a representative length of restored channel. Measurements will include thalweg, water surface, bankfull, and top of low bank. Each of these measurements will be taken at the head of each feature, for example, shallow, pool, and the max pool depth. The survey will be tied to a permanent benchmark. 5.2.3 Hydrology The occurrence of bankfull events within the monitoring period will be documented by the use of a crest gauge and photographs. The two crest gauges will record the highest watermark between site visits, and the gauge will be checked monthly to document high flows. Digital images will be used to document the occurrence of debris lines and sediment deposition on the floodplain during monitoring site visits. 5.2.4 Photo Reference Stations Photographs will be used to subjectively evaluate channel aggradation or degradation, bank erosion, success of riparian vegetation and effectiveness of erosion control measures. 5.3 STREAM MORPHOLOGY MONITORING RESULTS 5.3.1 Cross Sections The cross sections were surveyed during the monitoring set -up, Year 1, Year 2, and in August 2010 for Year 3. The baseline data has been compared with the Year 1 -3 monitoring data in 18 December 2010 Beaverdam Mitigation Site Final - Annual Monitoring Report for 2010 (Year 3) Appendix B. Compared to the documented baseline data, the Year 3 channel cross sections showed that overall stream dimensions remained stable throughout the growing season. Very little change is noticed through Year 3 Monitoring on most cross sections. Cross Sections 7 and 18 show a slight amount of erosion but present no threat to channel stability. 5.3.2 Longitudinal Profile A longitudinal profile survey was conducted along six separate reaches of the restoration project, totaling approximately 3,455 linear feet. Survey was conducted in reach UT1 -B Upper from STA 112 +72 to STA 119+20, in reach UT1 -C from STA 107 +00 to STA 112 +72, in reach UT1 -D from STA 154 +00 to STA 158 +30, in reach UT1 -F from STA 182 +80 to STA 185 +80, in UT3 -A from STA 239 +00 to STA 335 +00, and in reach UT3 -B from STA 307 +00 to STA 315 +20. The longitudinal profile information documents the elevations and locations of known streambed features and in- stream grade control structures according to the As -Built survey plans, as shown in Appendix A. The profile and cross sections show that there has been very little adjustment to stream dimension since construction. Table 11 summarizes stream areas requiring observation. Figure 6 shows the locations of the stream areas that require observation. Table 11. Stream Observation Areas SOA Feature STA Description SOAI Rock A -vane UT1 -A Minor piping around header rock, No repair 133 +30 needed, will continue to monitor SOA2 Rock A -vane UTl -A Minor piping around header rock, No repair 134 +50 needed, will continue to monitor SOA3 Rock A -vane UTl -B Minor piping around header rock, No repair 118 +70 needed, will continue to monitor Right Bank UT1 -B Easement fencing is down at stream SOA4 Fencing 119+50 crossing, Repair is recommended. UT3 329 +50 - Rills and erosion on left bank, Re -seed with SOA5 Left bank 331 +00 a permanent seed, will continue to monitor 5.3.3 Hydrology During 2010, three crest gauges were monitored to determine if there were any out -of -bank events in the Beaverdam stream channel (Table 13). All three crest gauges recorded bankfull events between February and August. CG 1 (UT I -A) had two bankfull events in the months of April and July. CG2 (UT2) recorded only one event in July however, CG3 (UT3 -A) had five bankfull events in 2010. The largest stream flow documented for Year 3 by the onsite crest gauges was a flow that occurred during April by CG3 at a height of 1.40 feet. 19 December 2010 C6 o C ° c c o c c m U c o LL in W U O z a NN m O W LL O z a 'D ? o LL Z m m w `U) U V N O U O C m m m � � �_ m � m y �- �U w ° m m m m m N 7 H V Q I R N � a O O � O -j O � aA s ct i-1 1 O CIA M o; a � a� + U- o 0 ie m 0 0 N 00 II N � U C N O r r 1 't O CD 0 - + o + co u� 1 W � CO d m C CD 0 CO � O i�' * N N N E' O.O I ('0 - _ e m TO o O C U S W O U ] U LL 0 Z _ LL C Il En N y ma- J 4) 0 U p� p� p� N UI VO L�3 f O co N O_ M O-, LO CD O M O U U f- � .. N rn ' o� Q r W O M - O co O + O i QD LO 00 M O II CD , O O + z N 7f O cu a ca p ' -p a o r, @ o d m E (o a> (D LU C Q U .E> O.O .. I I lo Beaverdam Mitigation Site Final - Annual Monitoring Report for 2010 (Year 3) Table 12. Crest Gauge Data Month Recorded CG1 CG2 CG3 Janua - -- - -- --- February - -- - -- 1.25 March - -- - -- 0.70 April 0.15 - -- 1.40 May - -- - -- 0.50 June - -- - -- - -- Jul - -- - -- - -- August 0.10 0.10 0.30 September - -- - -- - -- October - -- - -- - -- November - -- - -- - -- December - -- - -- - -- 5.5 STREAM CONCLUSIONS In- stream structures installed within the channel include cross vanes, log vanes, rock vanes, log weirs, and step - pools. Visual observations of structures throughout the 2010 growing season indicated that most structures are functioning as designed. Two rock -A -vanes on UT1 -A and one on UTl -B are experiencing piping around the header rocks. Header rocks of three rock A -vanes on UT 1 -A and UT 1 -B were set too high. On UT 1 -B at station 119+50 the easement fencing on the right bank has been damaged by a fallen tree. Also on UT3 from station 329 +50 to 331 +00 on the left bank, a few rills and erosion are present. It is recommended that this area be reseeded -' with a permanent seed. No major areas of bank erosion or stability issues were observed. The banks and structures will be monitored to ensure that they remain stable. Table 14 summarizes the morphologic parameters; a more detailed morphologic parameters table is provided in Appendix E. 22 December 2010 Beaverdam Mitigation Site Final - Annual Monitoring Report for 2010 (Year 3) Table 13. Summary of Morphologic Monitoring Parameter Parameter I -` - Bankfull Xsec Area Abkf (sq ft) „ Avg. ABankfull I Width,,._ Wbkf (ft) Bankfull W/D •_ r Ratio Bankfull , ` Mean - De pth,, Dbkf(ft) " Bankfull_ `Max Depth,' Dmax (ft) As -Built 9.6 7.6 6.1 1.3 1.9 Year 1 7.5 7.4 7.3 1 1.7 Reach UT1 -A Year 2 8 10.2 13.1 0.8 1.8 Year 3 8.5 9.1 9.8 0.9 1.9 As -Built 5.8 9.9 16.9 0.6 1.1 Reach UT1 -B Year 1 4.6 9 17.5 0.5 0.9 Upper Year 2 4.4 9.1 18.8 0.5 0.9 Year 3 4.5 11.2 28.1 0.4 0.9 As -Built 18.4 16.4 14.6 1.1 2.5 Year 1 16.5 15.1 13.7 1.1 2.1 Reach UT1 -C Year 2 9.5 10.1 12.5 0.9 1.6 Year 3 15.1 16.9 18.8 0.8 2.3 As -Built 6.8 9.8 14 0.7 1.3 Year 1 9 11.8 15.4 0.8 1.5 Reach UT1 -D Year 2 8.7 11.5 15.1 0.8 1.5 Year 3 8.3 12.4 18.4 0.7 1.4 As -Built 5.4 9 15.1 0.6 1.2 Year 1 4.8 9.2 17.4 0.5 1 Reach UT1 -F Year 2 5.2 9.9 18.7 0.5 1 Year 3 4.8 8.9 16.5 0.5 1 As -Built 9.5 10.5 11.6 0.9 1.7 Year 1 9.1 10.4 11.9 0.9 1.6 Reach UT2 Year 2 8.9 10.4 12.1 0.9 1.6 Year 3 9.2 10.7 12.4 0.9 1.7 As -Built 181.1 50.1 13.9 3.6 6.8 Year 1 176 47.3 12.8 3.8 6.9 Reach UT3 -A Year 2 4.7 8.2 14.3 0.6 1.3 Year 3 5.1 9.4 17.2 0.5 1.3 As -Built 14.9 24.1 39.8 0.6 1.4 Reach UT3 -B Year 1 13.9 23.6 40.7 0.6 1.3 Upper Year 2 3.4 7.8 18.7 0.4 0.8 Year 3 15 24.2 39 0.6 1.3 Note: The data presented here are averages of the cross section data for each stream reach. Variations in the data are due to channel adjustment and changes in bankfull elevation. 23 December 2010 Beaverdam Mitigation Site Final - Annual Monitoring Report for 2010 (Year 3) 6.0 CONCLUSIONS AND RECOMMENDATIONS • Five of the eight hydrology monitoring stations recorded hydroperiods of at least 10 percent of the growing season and meet the hydrologic success criterion for 2010. Two gauges (BDAW4 and BDAW6) experienced hydroperiods of less than 5 percent, but achieved a 10 percent hydroperiod at a depth of no greater than 17.7 inches below the soil surface. The remaining monitoring station (BDAW2) recorded a hydroperiod of 8 percent of growing season. All three of the reference gauges had hydroperiods greater than 10 percent. • Dunn weather station rainfall data indicates that the 2010 growing season rainfall amounts were well below normal for most of the growing season, except for May, when rainfall levels were within the nonnal range • Vegetation monitoring efforts have documented the average number of stems per acre on site to be 473 for the 2010 monitoring year, with the range of stem density being 340 to 620 stems per acre. • All plots have met and exceeded the minimum criteria of 320 stems per acres after three years, and no remedial actions are recommended. • Data collected during monitoring Year 3 and observations of conditions at the Site indicate that the project continues to be successful. The stream morphology is generally stable. A few in- stream structures seem to have been installed improperly, with minor occurrences of erosion and deposition. Several structures were stable, although not functioning as designed. It is recommended that the easement fence on UT1 -B be fixed to keep cattle out of the easement and the left bank on UT3 be reseeded from 329 +50 to 331 +00 with a permanent seed. It was concluded that the Site continues to be on track to achieve the stream success criteria specified in the Restoration Plan. • Vegetation, hydrologic, and stream monitoring will continue through 2012. 24 December 2010 APPENDIX A As -Built Survey �w X10 .y �O Ln�U LL w W ^' Cf) ce., 0 � q a w�/ww con �W Z J m C N < U t° = 0 OD Z Z �U Z W 00 UCL Z W 2 Q 2 C^ ::.. w V J J V ) 0 O Z Z O � o WJ Q z Z Q W W _V rL o Z< o J �^ VJ Z w a � a O O O Z J Z Q w U O 0 Of Q Q U F d In X W o z ~ M _� I N M O d Z N ISM f •�e V m I Q O Q O J SQ L U U> 00 to � Q7 CY) N I I rn M N Lf) ao O O Lj W H m zUJ Oz o V) (If 0 LO cD 0 Z CO o ~ U Q z Q O � U � z w O CD Lli U U z W = W < X W O qjs U QU Z Q FL: C) m Q aQJ Z z Qqq. 0 0 LLJ Lj 2 a ww°® U � Z z Y W X m C n I N Q �Z 7 N Z 7 V1N NX Q f~/1 U Z Z wzo p z o N Z Y N ,o N N I N N W J d Z 9 L O o a. CO ir Z a 1�J3X �s; tom z$ mew jr co I 0 Q w Uw m Li �U � w LL Z W _ w ui a� � V = O N cn U. U g .0 a 8 a I I ::.. r_W � o Q � O rL ISM f •�e V m I Q O Q O J SQ L U U> 00 to � Q7 CY) N I I rn M N Lf) ao O O Lj W H m zUJ Oz o V) (If 0 LO cD 0 Z CO o ~ U Q z Q O � U � z w O CD Lli U U z W = W < X W O qjs U QU Z Q FL: C) m Q aQJ Z z Qqq. 0 0 LLJ Lj 2 a ww°® U � Z z Y W X m C n I N Q �Z 7 N Z 7 V1N NX Q f~/1 U Z Z wzo p z o N Z Y N ,o N N I N N W J d Z 9 L O o a. CO ir Z a 1�J3X �s; tom z$ mew jr co I 0 Q w Uw m Li �U � w LL Z W _ w ui a� � V = O N cn U. U g .0 a 8 a I I ::.. La .. ISM f •�e V m I Q O Q O J SQ L U U> 00 to � Q7 CY) N I I rn M N Lf) ao O O Lj W H m zUJ Oz o V) (If 0 LO cD 0 Z CO o ~ U Q z Q O � U � z w O CD Lli U U z W = W < X W O qjs U QU Z Q FL: C) m Q aQJ Z z Qqq. 0 0 LLJ Lj 2 a ww°® U � Z z Y W X m C n I N Q �Z 7 N Z 7 V1N NX Q f~/1 U Z Z wzo p z o N Z Y N ,o N N I N N W J d Z 9 L O o a. CO ir Z a 1�J3X �s; tom z$ mew jr co I 0 Q w Uw m Li �U � w LL Z W _ w ui a� � V = O N cn U. U g .0 a 8 a I I 1791 ccnn C) = C7 _, O CD _cn S n lr :_ O CO r � z° z z 0 O m K v o -VC a gagd C aS$ 9^ 1 rnz W z s m o� F�� g oq-u 0 O N z 10 m = I. FMX v 0 KX D Z D 2D O 0 -O z -1 m N mo cmn Z D C 0 CD C7 N 0 D 0 Z �T_1 Z m T. > mM r m M c Z Z D r 4 -_-1 O a / - , Z r N A A M m -- 0 0 0 0 u x A m o z D C) r m D N z cn m < D Z m r N m D N con m rr_ N Z m 0 0 fN 4 O � Q 0 ` 0 �o 0 ALL UNDERGq�'Sp�� < ti b lOtl N0� l��,l� 3H1 O1 cl,l) m Pi, j E -L zm N 0 m E I III �_M CA) rnrn rn� mrn CIO co 0 D rn z --I vw N °o N 0 CAPE FUM MVER r� r m� N K K m m N zo o m G7 p m m Z D z 3 .Z7 z m m Z o M z —I � r M O0 0c m D r— Z N N m co m I� I 2 rn N N D 0 i -L zm N 0 m I �_M CA) rnrn rn� mrn rn co 0 D rn z --I vw N °o N 0 CAPE FUM MVER r� I x- O O 00 � Q J EL W 10 N vU m0 Zm z pW 0CA J H °o U V C c N O U � Q c R o I1 W� �� CO 1$ � s s �. ? z� wpm t0�+ acr m Q W �ti U p C 7 CEL' �s � 5T! 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CO HAMM ■ 1 V • w • �0yz1 : �1 I r 0 0 0 < g 0 < m + t z g c An y m m c 2 r < 01 U g F c x If � NnD :gym 6 X I X x I x I x I x I x I I \ / i b 00 1 0 m a� I / /+\+ �yy f2 � A \1 iZ 6Zjf2 ° P �i V - � � • \ �• 'CD v om �z 0 • --. \�. o ys Z c \ �t F =o c Q \� • ' • 4 2 1Ni a S F /jq +, i + + I 102.4 V • w • �0yz1 : �1 I r 0 0 0 < g 0 < m + t z g c An y m m c 2 r < 01 U g F c x If � NnD :gym 6 X I X x I x I x I x I x I I \ / +/I + \\ b 00 1 0 m a� I / /+\+ �s. � 1 m 1 ems; + + 2 M0 +/ / + + +1 + 4 # + m N En ++ + + I } 1 + / ++ / + + + + + +4+j II j 1 I I /jq +, i + + I 102.4 ++ ++ ++ / 4 + + + ++ + / + + ++ + + ++ 1 + 0 O } + + z + It q co M + _ + + ;0 1 + +D i µ+ + z + +I � CO 1 o 0 I I / + • c7 + 1+ ++ ++ K 2 + + \ 100 m ++I + + m D+ I+ + 1 D I / \ I ++ ++ + --4 Z + +I ++ + + j / I 1 + + +• \ 1+ + a D + + + / 1 I D + +1 + ++ K \ \ I ++ D + +\ I I 1+ + n Z + + + + , U) I I � / � O I I Lot 0 IS IJ 1 +1 + ++ m ° + ++ \ + + I s +�4. + I ++ t + ++ I> 1 T + + + + \ t I / + +II I+ i + + + + +\ + I 1 / + ++ + + ++ +� + I I + + + + + \t + + + + + + +1 N 1 I + + + \+ + + + + + + + + + *+ II f w 1 + + + ++ \+- -,+ + + + + + + ++ y'I IE + ++ + + w / + + I I o 7 I 1 I l 1 I pp•yy I UNDE/tGR"ICST I � I � C Q r A S v rz 13V P10 \% rfi1 c 3H10LNNr= m *lb.S c c f U c n c 4 c c n c c n c c i C c n n c r n 1 C c r C C c C c t a � O � - - - - . - _ �s. � �.� ' 10 .3 102.6 1 I I 102.4 1 1 1 101.9 / 1 101.6 I m I If 101.7 I 0 101.9 I I 1016 101.8 I \ ROCK A -VANE STA 118 +62 I ELEV. = 100.71 101.6 PROPOSED 54' CMP I UT1 -B UPPE STA 118 +91 101.4 IINV. = 101.3 I I I I I 101.3 I � I ! PROPOSED 54 CMP STA 119 +51.2 ° I I I UT1 -B l0 I�! L NG P00 101.6 STA 119 +54.8 10 M II o la END PLUNGE POOL STA 119 +90 INV. = 98.13 �ypy11 101.5 HEAD OF RIFFLE STA 120+00 I z ELEV. = 98.91 101.3 I 100.5 1 ! � I i 9 &5 99.3 I I 1 I. 1 I u I 100. ! 1 ! I�l I ' I 101.3 I I I L G CROSS A 1 STA 121 +65 101.3 I ELEV. = 98.60 1 I I 1 I 100.8 / 100.3 i Icc 1 ! I }I ]ROCK ROSS VANEI STA 122 +32 i f.�• 1 ELEV. 97.93 84 I I �I 98.1 Iro I III 1 gg ! I 1 I 100.6 EXISTING 48 CMP STA- 123 +22.6 I UT1- UPPE I _ - I I I \ 1 105.4 I I 1 I I i i J ! I I 103.3 EXISTING 48 CMP j STA 123 +85.7 •-- o UTI- 97.1 i I 0 to I ' G 97.1 STA 124+18 IL ELEV. = 96.87 I m m MATCHLINE SEE SHEET 7 I I I I 00 006) i -0 ° I I O V 0 10 s r I I I a I I m < m g in zoo G7 m 0 F0 0 mf Z 0 2 Z m G = T o 0 0 0 i w3wc 'nc jtdnw,%iww Y W A t A'L 0 t (D 1- ZZ O Z W Q o �?0 LaJ o=z �fi z LLJ 0 YY N U < Q I I � I I LO I I + I I M � � `J 1.1-ItiJ yJJ .IIVI It1J1V" C T D D J n }- 0 J 7 7 7 J n f n V D l� T n V 7 n b V D D O V t7 V D D t V J n O V D h O V n n ' V D D F V 7 h t v W Z W F Z F U U Z Z i w < a i> S ' Z to I I W ari THEA A x80�G�\ON Cr p,� b H bF W 0 33b _ z J IbaIVVNn i ::3S H31 V" \ \ 1 1 1 } \ \} 1 1 w } 1p9t ,O9Z"id �!y 1 1 1 1 ,OZ t i l l I y�Bl rypzt D) flog t L 1} 11 } \\ 1 \\ dD-9 -" WpZ \ \ \ rypzz CIA 1f6W'o019 I ryp9 t id I ,m 1 \ I Ip r{ jpot��!y�!y } 1 I 1 IN Sd9Y 1 I I I r t I I , ry¢pt , 1 Wo D riot r rydgta+ i Wp9�w' 11 I 1 I d / ngk I 1409t Wpyt SOOOM / OZZ yp9z p+ I �W I i 00 / 809 I ( 1 I e VOL log, Woot I / "09z fo logt I D dor 1 rypZl"` �±y voy L Lp910 �aa� III' D 1 1 logL/'!y (g, \ \ ,ozzz \ ,06 . lOS \q) tln P \ \ I Z r,d LlZ/ 11, ;l I 1 I I i I / I � / it \ el II \ 1 I ' I 1 7 \ 1 yl / I \ I 1 1 { I \ 1 1 1 \ 1 N 1 I 1F \1 1} z 06 =Z N N W 2 1 \ J Z F < O N ! 1 j iFi1! °ark I I I }� I 1 I 1 i t I I i 1 I 1 I y\ \ I I ! 1 1 11\ 9 \ \ \ \\ D VQp \\ VnZ L \ O a O co W J � J Z CO o D Z W m W co g I O °" 5 W z IZ Z OW r n U W R I R ^l s £o£� u$ Z Q J JL LL �0 Z p„ r� cri i . t Q as t d s 0 ££+OfL V15 IS 00 2 I t I I I I I 9 96 e I S58 LS lo 8'66 £'88 £'88 8 98 £'98 9'9 £'68 9' 8 _ L9'96 ° Z9 + 9.L 'A313 V1S S I� B'98 '8 r 0 LOL 9' O L i o'oo I Y L I 1 I `J 1.1-ItiJ yJJ .IIVI It1J1V" C T D D J n }- 0 J 7 7 7 J n f n V D l� T n V 7 n b V D D O V t7 V D D t V J n O V D h O V n n ' V D D F V 7 h t v W Z W F Z F U U Z Z i w < a i> S ' Z to I I W ari THEA A x80�G�\ON Cr p,� b H bF W 0 33b _ z J IbaIVVNn i ::3S H31 V" \ \ 1 1 1 } \ \} 1 1 w } 1p9t ,O9Z"id �!y 1 1 1 1 ,OZ t i l l I y�Bl rypzt D) flog t L 1} 11 } \\ 1 \\ dD-9 -" WpZ \ \ \ rypzz CIA 1f6W'o019 I ryp9 t id I ,m 1 \ I Ip r{ jpot��!y�!y } 1 I 1 IN Sd9Y 1 I I I r t I I , ry¢pt , 1 Wo D riot r rydgta+ i Wp9�w' 11 I 1 I d / ngk I 1409t Wpyt SOOOM / OZZ yp9z p+ I �W I i 00 / 809 I ( 1 I e VOL log, Woot I / "09z fo logt I D dor 1 rypZl"` �±y voy L Lp910 �aa� III' D 1 1 logL/'!y (g, \ \ ,ozzz \ ,06 . lOS \q) tln P \ \ I Z r,d LlZ/ 11, ;l I 1 I I i I / I � / it \ el II \ 1 I ' I 1 7 \ 1 yl / I \ I 1 1 { I \ 1 1 1 \ 1 N 1 I 1F \1 1} z 06 =Z N N W 2 1 \ J Z F < O N ! 1 j iFi1! °ark I I I }� I 1 I 1 i t I I i 1 I 1 I y\ \ I I ! 1 1 11\ 9 \ \ \ \\ D VQp \\ VnZ L \ O a O co W J � J Z CO o D Z W m W co g I O °" 5 W z IZ Z OW r n U W R I R ^l s £o£� u$ Z Q J JL LL �0 Z p„ r� cri i . t Q as t d s r n 012620WO Be.vsrd.m S—P R..t=tlon =0_lW CORD SET 04 -10-08 05 -PUNS 28. 2008 - 3:44P. ft 1. .Mmbl. 12451 1 - f mg !•H Q T 8 n 2 go half z N C z g o4 3. � A ig P �o �$ z 3d x I I s1' cn Z ;nu iI� c �, I s gaII s m�N; gas m r I 1 m S m Z ` z 55�� QQ pm'm Z 2 Z g �� m° O zm D yy '^ o fTl Z S z � iS m < < o - z z o < D < v RaFS ° z pz m < m 0 z 0 3 z m> m m z > z p 1' m F O i rP �MAT�IiLINE /SEES HE i OCL oc, F / t2�L J ty6 tµ1/` / 110 y tX[Z � // 12CL i / 6148 � / - t cn 1 l 1 1/ 2 ' 360 a Z 0 \- / // a20R /, / ,. -- MATCHLINE SEE SHEET 7 C> I % ,!etoCL i ,M + QI Ort / i CD JOLLA IrlS ( I �//240�% mss- --�\ N r ^ D t\ O //1 / /1 "�rp3 / r; /I . 1 I It�MI \\ IV \ O Fn z r`o` t� 1 a2Li! + Itit 1 1! 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' F 00 �oo� F m c� F . m y� i Zz v W Pg I I we / n O ' + �Sx . m O �p j 103.5 I O / O I I I I O n I Q D z� m m if iE I I I U, / O D�/ m � m I I I I I j j I I 103.6 - -- - - -�' - -- -'—� I I — - - o -- F X61 . I OOX m� D 103.2 L L I l j l V) x x F I x m N x x x vO1 x x x� I I mr7i0g _ I x xx x I FM 103.4 I� T g ° i`�Nm m 31 x x x �e ytg may} .TICS N 3� n g; o �e Z Of ZZ All JNDERGgN9S 01 ;31 OF mm 5 y g O 1DV NO�L� y ?>3 3H1 Ol 0 � Z 4a/ � 8 \ \ 1 \ \ \ \ • f� e r z A O D W 0 + 102.3 O O r i F� V c C, c c c 4 c c L c C -I C C C i C C c C C a rt O O s o e 0 6 L 0 VANE - -T- •. ♦ I I I Cb C9 1 I I I I I ' � I I I I O QC+' I I m _ -A Q D Q C o �c� r > iE �oo� F m c� m o O m y� i Zz v W Pg I I we / n O ' + �Sx . m O �p j 103.5 I O / O I I I I O n I D 103.5 I I � M, -q / I I I U, / O D�/ <c �e ytg may} .TICS N 3� n g; o �e Z Of ZZ All JNDERGgN9S 01 ;31 OF mm 5 y g O 1DV NO�L� y ?>3 3H1 Ol 0 � Z 4a/ � 8 \ \ 1 \ \ \ \ • f� e r z A O D W 0 + 102.3 O O r i F� V c C, c c c 4 c c L c C -I C C C i C C c C C a rt O O s o e 0 6 W I I I i I I MATCHUNE SEE SHEET 15 rn o o m ,■ L 0 VANE - -T- 1 � � I I I I� I 103.5 I — I I I I I I I 103.5 I I � � I I I I I I I I I j j I I 103.6 - -- - - -�' - -- -'—� I I — - - -- - -- I 103.2 L L F I 103.0 I I I I I I I I 103.4 I� T I � � � � I 1 1 LOG I 102.16 I - --- - -j- - -- �-= - 1046 - IELEV. - -i - - - -- � -- � I - - -- I I--- - - - - - -- � I I I I I 105.4 I i i I I I I I j j l Im i I I 1 1C 1 105.6 106.1 I I � � I I 1 1 I j —� j l 05.5 STA 306 + S ELEV. a a 102.07 I I 1 104.6 — — � i -- I J 1 I 104.5 I I I 103.8 MATCHUNE SEE SHEET 15 rn o o m ,■ N, w Y_ ova > D z w QyL �Gt \S ACr (T�� z r N O w O LLI �i o C) 'a = aa Z F c�i URU yZ �d J a w? 0 J a W O < W I I i Cj Ld I I I I I r�d1 — �o ~ oNn 0 I I D I I I Sa3 of I I 7ltl a IliI I I I i I A t of 0 X O QL IT4HS T4R -4NI-IH71VW �-- a3ddn la-£ln I N I - L9' O L L = A33 +Slf tl1S T -- — c'LOL Y O Z p< -•o� il I il� O in O l i I K Or C7 a r oo Z w W3 y = > o > W m w w .. \\� z 0 �I — I \ \\ \ U v illot f f z 0 gl I u. w z a, D + + ++ + ++ + + ++ ±+ `+*- ++ II I VZO L 970 L I I II 9701 I I i C 30N j HO 3d j 1S �I I BC LOL 6£+Z = 'A313 L£ tl1S I 4'ZOI I I — I I 6701 I { l LI I I Z'£0L I I I I� I I 0 o °I I 9'£0 I I I I I II I I CfOL I j I li 1 I 1 I 11 I I I OTOL I I I Z'foL I I � ii I I CM til 133HS 33S 3NnH31VW co G T- ^ n a �. d• n 1) V 1) D D 7 D n O O Z'£01 V) 1 11 S ,1 11 1 1� 11 11� II I I� 1 111 I i I 0 z L O ° co IL S Ql•J S W Z x �y 03 Q « g Z 15 A Z U 6� oF5 O �E Y O Z p< -•o� 6 �G O in O per° W�1 ww� z� a OK i 3Z =w d °J ZW W ' Td K Or C7 a r oo Z w W3 y = > o > W m w w .. \\� z 0 I z L O ° co IL S Ql•J S W Z x �y 03 Q « g � / cz O V C � I Y c LL a X g d I1 I W FOS) U O �E -•o� �a : I� . VA I 1 1 ........ .. \\� z 0 \ \\ \ U v w W \� \� z 0 + +. + + + \ \� ++ + u. w z a, D + + ++ + ++ + + ++ ±+ `+*- ++ � / cz O V C � I Y c LL a X g d I1 I X X x x x x• x x P O ~ � 1 g D T Q Q. CD o = _c I -mar %w I O \ 11 f■r� \N A t `I 3I X z \ \•r� 1 S VJ u Z z-n O� o mz D Z -D oO Z �D ° I, o� K �S $ f HE I I A2 - 2 Q�L T-; A a r v �m c'44 Z N o to r ti o yy S A a 5 Z Z m x Z Q F Z F Q iF z z G ONO I w '" " 0 0 0 s 1>1 r ■ m Gm) m 0 4 D D Yj mZ O Z y m a z N u hF ♦ m j m < � a o z m ♦♦ o J 104.5 E o '-" - ♦ m c ♦ '7Y LOG G 9� � Gy F \ ♦ J� s 1 :::'c •:: VA I E \: t.':•: O C C 5M ■ � s • UT3-E� L LOWER I I w ■ 'Ill I IY� j �J II V 11 I +l �N �I � n }Wri.S�6'.11 en N / , ,i I G rl c 1 t o 1 � 4 c c 1 (AD $ O + p D 0 m I n CA L �/ + D I c N �i Q MATS/ �TE SEE SHEET 7 H18 rn�rn Toy I I X S I I I I $ f as i I CC I I � i rn m MATCHUNE SEE SHEET 15 o I 103.9 I I I AI-' I I C I I s m Y UNDER Cch'T T i l l < i i ° CO (�yJ "��.� I I � m w 1 C, 4 m D 0 r r g ro a m nrn-u p g 3� ��$ m N m F y t m< o � Q U Z � 2 m Z o�� Z Z $ Z A t1 Oda om �� 0 y < 0i� D r o Is s r 103H10 \Ol�o?m m $ o�?m $ O m Y Z x t MA- IGHLINE SEE SHEET 17 o0 0 om A UT3-E� L LOWER I I 'Ill I I 1 G Slit L 104.5 E LOG G L \ \ 1 I E ELEV. _ II I - ----I to ) 104.8 ) 104.2 j m mo PR I I � - o o P 106.0 - I i ilb o CO I -- • •- - - I -- - - -- c cz7 I I / / I S C17 R RCP OR HDPE I S ST C +84 o I o 104.1 I 0 42" CMP, R RCP OR HOPE I I o o 0 STA 318 + +14 B BEG LUNG 0 0 i E ELEV. - - 99.72 104.5 � �I E END L LU G PO STA 318+51 EAD OF RI S I E ELEV. = 99.72 ELEV. = 100.64 103.6 - I i ILOU C CROSS VANE STA 318 +92 i I - - E - kOFRJJJWI�-1�11 STA- ' I b b I I ROCK CROSS A E j 00.6 I - -� - I R — i i �— i I I I --I-- I I E EXISTING 30" RCP I I oM UT - -B LOWER I 106.9 I I I I I I EXISIING 30" RCP � � > I I > - --' UT3-A 100., _ _ _ _ L CROSS VAN STA 320 +66 ELEV. - 98.77 \ 101.7 _ _ \ I — 0 104.3 - -j_ I —� _ _ m m to i I J I I ,00.1 103.8 - J J I 100.0 I AI-' I I C I I s m Y UNDER Cch'T T i l l < i i ° CO (�yJ "��.� I I � m w 1 C, 4 m D 0 r r g ro a m nrn-u p g 3� ��$ m N m F y t m< o � Q U Z � 2 m Z o�� Z Z $ Z A t1 Oda om �� 0 y < 0i� D r o Is s r 103H10 \Ol�o?m m $ o�?m $ O m Y Z x t MA- IGHLINE SEE SHEET 17 o0 0 om A -___ • cc Im yAV�IV �� I • VF�W \\i4 �� _ � � �_ 1� `� \fir% �� Lr h•• • w��o�i i��'iR �f �•i Cc° �S � '" •i o,4ol��r�M LU • 1 • 1 I MEN • �L 1 \�!!i� � O b 1 A\ �m • v°^ • . � I- I:! _R; r o; i ii v � r. ♦11N O•ro. • �� V F $il O O a�q � cn �C CD CCj _ C> CD fn C7 y/ Z m O O� O m m� n m -V z D MAI ss � I g I I a 102.9 a og Q n ° _ I g rn� z °o X sg m v sY _m z F�� 0 g o O 02.8 � Z ALL p� UNDERl�� yo N1 4 I z z o m m g L V f 4 c c U 4 c c CA 0 i ol o o m MATCHLINF SFF SHFFT 17 O I ELEV. = 96.85 I• �' u STA 336 +27 - - ELEV. 96.30 -__ g N 5 0 1.9 Y Y 4 I �8 yA N y� -O p P g9 ,2 �2 m a 3� C) �^i 3$ $ a g 2 �J 00 C:1 N I m I I I < q% a z Z 0 0 °m C) M g m m Z y , m i z A > A C m 0 � F - I I I I I I I I � I I m c°i gi N o o I SQ izv L7 PA Z m 1° z Y � CD � I I I 102.9 _ I I I ' I I I I 02.8 I I I I \ I \ Loc sl I ELEV. 97.95 Iv 103.5 1 1 1 I Im IP 1 04.1 i I� 105.1 103.3 I � I I / ELEV. - 97.88 I Iof0 / / S POOL R IRA, J STA 335 +75 r r \ 98.3 C CROSS VANE STA 336 +00 g N 5 0 1.9 Y Y 4 I �8 yA N y� -O p P g9 ,2 �2 m a 3� C) �^i 3$ $ a g 2 �J 00 C:1 N I m I I I < q% a z Z 0 0 °m C) M g m m Z y , m i z A > A C m 0 � F - I I I I I I I I � I I m c°i gi N o o I SQ izv L7 PA Z m 1° z Y � CD - I I I I I I I I � I I m c°i gi N o o I SQ izv L7 PA Z m 1° z Y � CD CD w N N 3 7 c O Z W ggffi� r ��I I i � I i 3 0 W � w Z i rc O ZI (yp� yUO (p� J X w Z 5; Q ££ < ct� wand < a. o 5 bz zo d 0. o a ¢� i R x x x x x x ( b x x x x x x x x x lx x x '' /J x x x �' x x� %xxx * xp y x x x x, x x x x x x x x x x x ONE Z x x x THE x x x x x Wo d L 'A x 'A dab in • w ^ x o x Q x , �V ~ 1�4 mi is i --f • '�' Q / W Z Q w Q J O CL N / x i � 1 ,I. , I , I x / I / X I / I 1� x � I i I x 1 I I X \ x x x \ x x x_ x_ X °- z a U Z z LL O W z O W O V 7 Y c LL = x. A Z THE F ,pN ACT 4�� Q J a U o 8 N o �V ~ 1�4 co VJ 0 �j is i a3aNn llV X v� a g �E / x i � 1 ,I. , I , I x / I / X I / I 1� x � I i I x 1 I I X \ x x x \ x x x_ x_ X °- z a U Z z LL O W z O W O V 7 Y c LL = x. A IT � x — g I ,Q9 A IQ c c o nnn = C-) o C G?_ n d � i m0 O >O Cf) n m CO mn N D OZ 0 O CO O o c t• s 4 ca I 3a s mzCo m g xv< Y zmm P� C v N mv� o�� 0 O g z TE R I 6F o E mF I M O N W O d y �i d io i m D D C W C N -I m t z Oz 'oo' o ° 2.1 S r g1 8' N 4� ; O N O 2O 2 � L j o � w ° A uz j ON 00 C fr" a� °m my 0Z W ON 7C ° F A DD N Mt A Q N �/ o 22-6- ' 2 Fo g�Pom n D i y ; m a a oaio S PS i �Zi�o�° M 92 m i gyyyy�y�mm i OO2�2 D 10 m Le) 0, NOy mz a) f M z °' I �x I 0 O m c N 9 N N ro o D co N N r +DT 11 OID a� °m my 0Z W ON 7C ° F A DD N Mt A Q N �/ o 22-6- ' 2 Fo g�Pom n D i y ; m a a oaio S PS i �Zi�o�° M 92 m i gyyyy�y�mm i OO2�2 D 10 m Le) 0, NOy mz a) f M z °' I �x I 0 O m c N 9 N N ro o D co N N r +DT 11 OID N } Fn O 7u A N G- 8 N � T + F N N W W rn N O N A O N o ! 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Li n � D N O `jam) T V 0 a co OOO o - o �r y D r m N r M0 N 0 Z -n N 0 0 o M n vN rn CO K M n n �i 0 0 Z r^ R D M> 5b Q N V, O D a n rI0 ml Y� N N N �d o Oi A C OZ X Qo Z 39 m s m -0 D 0 z Q W K M J Y CL Q W m O M O y 2 Wg N O > O N 00 M N J o LL 2i fo Do r ^ Y o N m yyy ` N w? o: ;o 00 N a° rM I 0 8§ co .J.. O in •° M Q O Y Q W QI ° W? rn O J v L2 n N p M LL 3i ° WO io F- ^� 0 az Q A m m `) as F low, P N 8 ¢ • vl .-. W ? W¢ U WZ �E v <WSgF m a� O 4 <<J Ti < p Q WmWp�W � I'm V M. SW oZ 29 ° wW Y� N 0 V W V � a J <X a�(' Z O < $ M L� LL FE a: O 0- LL IM Ch � t<-O J 0 On U O J mF5 z R 9 L �Srj)jZ— s Q j d Z 3a �v W Z W M Q S �E I�SI�m��IB n o gip' 2 Fi � �0 CO O mc, O� U M CO 0Q O Z = Q o w U W F P Ci C O U R _ co E — A Cz ja O� ` -IIks1 I I n O A Q� cn `C cn O CD n V D Z rV Z I� s O N W S 0 P �l� n CO 0 o MO mm Z // O 0 my �O 3) C Oy m 1�C D c Z Y rn " v r� Z 70 c vD co ix -v�CO `/ ! 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R 5 X Ld LLI too t ° I0 0O0O000 zZ pOOOppOO � III I r n � p000 0000 // iI a oaooao$o �/' Ii r CL x / w V / ! / Q.. ooQOpncoc (n o0o Z z WW J 4i vac 1:. ;' ::': /•::- \ 1 /'/ Q ./r. ::; •:: I W � .. '... sum ^. .. •..:' \.::. \ \ \ ''\ `\ C^A` cu co Lj = \ \ _ ca ° > W I �`�i% ��•..�.�.��'�� \vim. .. �.��•. : \ '� :-: '.. ,•. •_.,. \•: • ::-; L. \ a >< < wa ao LLI Q O *f I i t \ Of '.. r x spa \\ \\ x NT. s X K � j APPENDIX B 2010 Profile and Cross Section Data fl r x CD O (N M p m ♦ } x N N N } N � 1T • 1 � � C O 1 N ♦ N d O N + CO) c O N �• a r1 � rl m U O I Q x > � + � VI .. � * U � c 3 O rn O 0 0 O O r •� x (u) UO!Iena13 x � fl -r • . N N_ O p O O O CY, a r W) uollenalg O O c2 x CD O (N M p m } x N N } N � } C O I N O N + CO) c O x C4 m .. m O rn O 0 0 O O r Cl) N O Q) O O O O O) V O (u) UO!Iena13 O O co Ln M O O ` N N 00 v M m N } N f0 } O • Cal + c m 00 } � N U C E 0 ONO W _N > cu L v N f0 @ .o � m m JO m co co J ♦• O O N N O • M O O O (u) JOi;en913 O O V V O co N O O O O O O O � (4) u0gene13 O 00 M o ` N N 00 v N N } O Oo V1 � m N E O } • "d Lt O c m oc T N ONO W C O 3 cu L v CID m JO co co • • O O N N O O m O O m M O (u) JOi;en913 O O U') Cl) M a O O Cl) Cl) Cl) co l0 � 1• O O f0 (D M N M } O ` (0 • � d M c M I O O (9 O tn rn M F- + c cz C.) = c� 3 t M U f. O L � m m M J O O c m w co M w O O O J � M M I. O O O O N M O O O m m (u) UO1JenO13 O O O O O O Cl) a O O U2 Cl) O V co C7 1• O f0 (D M } M N CC0 } O O O N + N U c M �D cn > E" � � c c y O O L 0. M M ca c m J O O I. O • I co I • O O O O co ♦ O O co O co O O Cl) N O O O O O O m V O co (14) UO1ieA913 n L Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) Beaverdam, Cross Section 1, Pool 105 104 a 103 ° 102 — v w lot loo 99 0 10 20 30 40 So 60 70 su Width (8) - B.H.11 Elevation -A.Built -Year I -Year 2 Year 3 L J Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) 104 103 c C L 102 W d ti] 101 100 Beaverdam, Cross Section 2, Riffle 20 30 40 50 60 70 Width (ft) - Bankfull Elevation -Flood Prone Area BAs -Built -Year I -Year2 Year 3 0 Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) 104 103 102 A 101 _u 100 99 98 l J Beaverdam, Cross Section 3, Pool 0 10 20 30 40 50 60 70 �❑ Station (ft) Bankfull Elevation BAs -Built -Year I -Year 2 -Year 3 Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) 104 103 iC c .W °2 102 d u] 101 100 Beaverdam, Cross Section 4, Riffle 0 10 20 30 40 50 60 70 80 ern Station (R) - Baaldull Elevation -Flood Prone Area -As -Built Year 1 -Year 2 -Y.3 0 Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) Beaverdam, Cross Section 5, Riffle 105 104 103 7`*-% 102 x c 101 -- - -- -- F > 100 — � - 98 97 96 0 10 20 30 40 50 au Station (ft) — Bankfull Elevation BAs -Built —Year 1 —Year 2 Year 3 Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) Beaverdam, Cross Section 6, Pool 105 104 103 - 102 - - - - -- -- 101 - - - - -- —. - — c 0 100 .W W 99 98 97 96 95 0 10 20 30 40 50 60 .a Station (tt) — Bankfull Elevation —Flood Prone Area —M-Built —Year I —Year 2 Year 3 0 Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) 106 105 104 103 102 C 101 c ° 100 ai 99 W 98 97 96 95 94 I Beaverdam, Cross Section 7, Pool 0 to 20 30 40 50 60 70�❑ Station (fl) - Band.11Elevattoa-As- Built -Yea I -Yew 2-Yeu3 Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) 104 103 102 101 4: c 100 0 > 99 v 98 97 96 95 Beaverdam, Cross Section 8, Riffle 0 10 20 30 40 50 60 Station (ft) Bankfull Elevation -Flood Prone Area BAs-BWlt -Year 1 -Year 2 -Ycar 3 Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) 105 104 C 103 a °^ 102 u W 101 100 99 r1 L J Beaverdam, Cross Section 9, Pool 0 10 20 30 40 50 60 70 x11 Width (ft) - Bankfull Elevation BAs -Built -Year 1 -Year 2 Year 3 Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) Beaverdam, Cross Section 10, Riffle 107 106 los a � loo 0 103 - W 102 101 loo 0 10 20 30 40 so 60 70 Rll Width (ft) -BmMll Elevation -Flood Prone Area BAs Built -Year 1 -Year 2 Year 3 Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) Beaverdam, Cross Section 11, Riffle 105 104 — a ° 103 > ° v] 102 101 0 10 20 30 40 50 60 70 5u Station (ft) - Bankfull Elevation -Flood Prone Area BAs -Built Year I --Year 2 Beaverdam Mitigation Site Annual Monitoring Report For 2010 (Year 3) 104 103 102 c 0 ?? 101 W 100 99 Beaverdam, Cross Secdon 12, Poo! 0 10 20 30 40 50 60 70 80 vo luu Station (ft) - Bankfill Elmation-Aa Built-Year1 -Ymr2 Year3 �J Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) 103 102 a 101 Beaverdam, Cross Section 13, Pool m 100 99 0 10 20 30 40 50 60 70�'❑ Station (ft) — BanktullElevation—A.Built —YearI —Year2 —Year L J Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) Beaverdam, Cross Section 14, Riffle loa 103 C c °— 102 tii v W 101 100 0 t0 20 30 40 so 60 70 80 Station (ft) — Bankfull Elevation —Flood Prone Area BAs -Built —Year 1 —Year 2 Year 3 11 Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) 104 103 102 c 0 101 100 99 is Beaverdam, Cross Section Ii, Pool 0 10 20 30 40 50 60 70 xu Station (ft) - Bankfull Elevation BAs -Built -Year I -Year 2 - Year 3 1 Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) 103 102 lot 100 Beaverdam, Cross Section 16, Riffle Station (ft) - Badtfull Elevation -Flood Hone Area BAs Built -Year 1 -Year 2 -Year 3 r� u Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) Beaverdam, Cross Section 17, Pool 103 102 ISO 0 100 _u ua 99 -- 98 97 0 10 20 30 40 50 60 70 Station (ft) - B.M.11 Elmdoa-A.- Built -Year I -Year2 �Year3 J Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) 103 102 C 101 a 0 w 100 u] 99 99 Beaverdam, Cross Section 18, Riffle 20 30 40 50 �u Station (fl) - Bankfidl Elevation -Flood Prone Am BAs -Built -Year 1 -Year 2 Year 3 Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) 101 100 99 C 98 G ° 97 .W v ti7 96 95 94 93 I Beaverdam, Cross Section 19, Pool 0 10 20 30 40 50 60 70 80 Station (ft) - Bankfull Elevation BAs -Built -Year 1 -Year 2 -Year 3 j Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) Beaverdam, Cross Section 20, Riffle 99 98 97 a 0 d W 96 95 94 0 10 20 30 40 50 au 70 So Station (ft) - Bankfull Elevation -Flood Prone Area BAs -Built -Year I - Year 2 �Ycar 3 l _0 APPENDIX C 2010 Gauge Data Ll r 9 g2 2 a 9 . m I�I�I�II�III�I II ■Iltlllill Ill�am�ooni midi iii ■iim eam�mm� ■�o�aa■i II IE9NII11 �I�I II IE B 8 6 II I � �� II �� I I III i�Illll! IIIIIIIIIIlIIIiIi9imli= N =IIIiiNi lililllllillili�llllllli�l l lull! 011lill�11111111191illl�i91111 11 YIIII■ 111111 ■III�IIIIII ■11111 ■II ■INIII ■III■ ■amn, enema ,a�0�m�ma��aa�e■mm,oMm�o�ma, ■ maneommne ,s0a,e0�0e�nemoo■me,oAOm�vem, �iiii�e� !illllllllllllii�lrll;;�„ �I�Vleiiiiiiiii�ii�l�!;!��!!;�! B 8 6 7 o / � 9 2 � � r � y - S - � � �iio� ° °�r�iiiiiiiii�� IIC��IIICI.�.�v�.��.��I IIIIIIIII =��.�.�� o��.m:�e:m: �C�ml Illi��:�:��:�.��0 �mlllllllllllll! �m.��m��0o Ilelllli IllaO�.mma:a:��:m:��illl II��Ciiiiio�i�o 11,91,191 ■199,9 I� �II III I I @III IIil T II it I Ilia II I i li ii mm�ienmomma�me0em�ms ,e�msaa�amm,mm,so■amo YI @�9YIiI�INlll111�11 ,1911 ■Il�llrl @911 ■!� T r7' r $ 9 E ii o ,onnino�,00,i0o,mo■0o��Illlll�l 0,0 � H � ��,moo��om■0oe00��uaao0� ma�afllllli �IIII'lll'IlIIII I I � I�i ! I gl II o0mnmuo,m� T 0 �i��m�oermmi�� iiu,em.m�0 �mi■ 0ouoem ■emn�0e■m�a■ou�0■im■am■0 ■sma� �mm�0�ma m Hume se � ��iio i��l�l�l�ll�l�ll ��iiiiii�ii�iiiiiiiNiii�i�mii T 0 8 oiim�i�ii ii �Ilill�l�l�ll�ll�lllil�l�'I i ■iIIIIY�� RI I I �0�090 m��,m■0 I��iioi II IIIII I � �� ma�.�� I i li ii'° II II II I I � �II� � �s �� iOisNO ■�I�mnin� 0�a��■a■a�oi��ooenaw� ��III�I� �II�I� I� o■�s��e0,ss��see� Allll�llll�lltl ■II�II ■11111 ■1�11�111�911�l� I s y 6a6 5 ii�mi�iroiiiieim�ii�i,oi i�ii�i�ii� ��' �I��f�� '��i�Illllll��lllii��eii� �i�i�ioii, iii i iii III IAI�I�II�IIII ■IIII�I�AMIII nl�l IIIIlIdl�ll��lll�ll� ii�ii■i�im en,0 III I�I��III� a,��so 119,1,11,1999 I IB9 919i9,11i91 @9 ■■16!l,99i1 @,99@ �� III'�'��'I819 ■iI11i99Q19;99 I 09 ��'�� i � �a m0� �� a��o �� a'�� III I I III II �� o �� T �mmsse0,e�s B� �B ��0e,es,�� iI111iIIlilhli:��C�� :�. Illil II III' �iniiiniio �iiisiiHiiiiii i�ll�l�l�lim■mni Il�ll�l�l�ii� �iiiiiii�ieii�iiiiii�� T A �.�.m.0��0�.0o�amo.a�� II ao�.00.aaa.o� °i �w�� I! �..��.�a I I!! I�l�� e ii T I 18111 III 19 Blill 11189 II III III II �I� I I� � � � I I II� II III Ilaa mo■0aa■oa■es■�a as■s a o0i■ � �II�I II I� � III I� iiiiii�ll�i�i��ii�ii�ill�ll�l!! T I imn�nniii,ii�i�imiimei�i�iri�� liel�ivi�iii�9lliiiviiiiiij��j� ��A I�llrA�luIN911N19i99N9■999�� 0a...aN� ■a� =��l�a�.��.� �91�N;IIINI919�91�! ° °��n I @N @� °iio�i�i�i��l I �� I�Illl f� I II I�� I!II'��'ia I III III ■0� u��n��i�iiii E IE E�1� � RAE T s @ I@■@ I■ Ibl� @99 ■l619 ■ ■ ■ @II ■ @INI!■99 @ ■6!!! II II � � I� IIII III I �I �I II� ■II■ III ■I ■I ■II■IIIIII■ ■III ■I ■II■IIIII■1119 IiI�IrIIIII�III��NI�i�I�i�iI�III T s A NMI'I�I�II�II�I��ll�ll llimii�iimaiv 1�99�99��88198N99o1o99�19;9i�1 ��I�� I�� iii0iioiiis�iai��oiii�l I ��'�� a■a�■0 a aAaa�o a a��n'ao� o■��■o�o II�C�■�0� IEEE '�I aamn,�� E E E III �' 6 n K ��IIIUII 01��0�l�o I Illllr�a IIIlII II II ��.�.�m mm'o�.m.�sm.�m. 0 II! ��I��I� iimei ■iiii�iiei�i�ii i�i�i�i�iiuiu�i�ii■�ii� iiii�iiiiiiiiiil�ii�ii �' 6 n K 1 7` APPENDIX D 2010 Site Photos Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) SOA1 — Piping around header rock on Rock A -vane at Sta. 133 +30 (UT1 -A) SOA2 — Piping around header rock on Rock A -vane at Sta. 134 +50 (UT 1 -A) A Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) SOA3 — Easement fencing is down at Sta. 118 +70 (UT 1 -B) SOA4 — Piping around header rock on rock A -vane at Sta. 119 +50 (UT 1 -B2) Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) SOA5 — Minor rills and left bank erosion at Sta. 329 +50 — 331+00 (UT3) Log Cross Vane (typical) n U Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) Pool (typical) Riffle (typical) r] Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) Log weir (typical) Root wad (typical) 9 Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) Rock cross vane (typical) Vegetation Plot #1 E Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) Vegetation Plot #2 Vegetation Plot #3 1] Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) Vegetation Plot #4 Vegetation Plot #5 , , , 4 Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) Vegetation Plot #8 [7 Vegetation Plot #9 .� �� A fi :s= ,o- a� ., . Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) Vegetation Plot # 12 Vegetation Plot # 13 F] Beaverdam Mitigation Site Annual Monitoring Report for 2010 (Year 3) Vegetation Plot #14 n u f � � APPENDIX E Morphologic Monitoring Parameters I 00 O .0 O �O M '� vl h �O M �y l� DD N �O � [� V a0 � �O M - � W1 00 N _ a N ,_•� N� M O ' M M N O i,,, " 00 N h O .-. r. N a O U O '�" N OOH N •--� N M N -. V��.,N000Oa '�yi� N� v1 O 7 r t v1 N N vl O 4- �amN N O a ;� [� [� N 00 c O N .-i a N — 00 � O N�� O ,--i Vl N oo O 0 s� /. .N-. r. 0 ,N. U 00 'O M O U „ ,--� M � n V O O.r V M M MI- 00 �O O ,--i aN. O -�N b V NN O .-. DDO[-v'f *�r+N V7 'a aO��N�NM�O N hacq C'i N [��.r W N� O . M `' ON N '• N V N s� h h 4't Vl O O •� O •U Yl r� N N �' n O a .r M�o M N 006 N In N M V .. N y1 n � N 00 � O ^' _'. V I M 00 [- O M -; M �O a r- O O N , (iy P•r Fr+ N N 00 h --��O ”' r O� n N + 00 O O a .-+ � vi � a O N - + V O .. M M 06 .-r O --� 2 U N n ONrq 0 O U aNO.: N riO� ti O U -fir ^^,��OOO� ,=.O 00 V NaO rM Ma ooM� NOO�O 0o ?O00 V>��ON n N Na ON el; aC111 NaM,',��" ,'~na O-- ��ONO N \p 01 00 N O N N DD N O\ O [- ,•-•� O N O O N 00 � 00 [- M O r-z a '-' N NnNONMN NO S r—r .-iN r, arbO -4 6 if O O • O N�00 M00 t7�c � N�v,r- r�aN.o M ��M+y 01r-: 000x4 - U N D O •-• VON N O• U 0" '-� ,~ M I: c;1,-; N O O N M O Vi .7 Fri '.: N o0 r- V .-i vl O .. O, Q h O N r- a M a b [- O �p Ap M N M a7 O r O ��Ny+ ,--� [� 00 O .,, N M 00 V a O O .� N N M ,-i /-+ U ,�•� l� M �O l- N l� �-+N.M. O F N��O'. MN NO+ a�aoONa M�O ,�_, r- '8 cq r- O,., V N MNNO V1 r N O arq a V a C> (� -�a Vl M en �O aO a N � ��—ICN 00 V .-. vi 'P V n V M �•--� •--� is �� A 'n Vl g h Ne O •y O O M M N 00 n t� N N a N DD .-. 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