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Home My WebLink About20081087 Ver 1_As-Built and Baseline Monitoring Report_20110325D -10 7 UT to JUMPING RUN CREEK STREAM & WETLAND RESTORATION FINAL AS -BUILT & BASELINE MONITORING REPORT Cumberland County, North Carolina SCO Project Number 09- 0806104 EEP Project Number 92345 F__.__ Prepared for: North Carolina Ecosystem Enhancement Program 1652 Mail Service Center Raleigh, NC 27699 -1652 r� Egia °astem nt PROGRAM Status of Plan: Final Submission Date: March 2011 Data Collection Completed: May 2010 RECEIVED MAR 2 5 2011 NC ECOSYSTEM ENHANCEMENT PROGRAM! Prepared by: Stantec Stantec Consulting Services, Inc. 801 Jones Franklin Road, Suite 300 Raleigh, NC 27606 EXECUTIVE SUMMARY The Mitigation Plan presented here includes the monitoring plan success criteria, methodology, and baseline conditions for the UT to Jumping Run Creek Stream and Wetland Restoration site. This northern Cumberland County, North Carolina site is located on the historic Long Valley Farm three miles northeast of Pope Air Force Base. The overall goal of the UT to Jumping Run Creek Restoration Project was to restore a Coastal Plain headwater stream and wetlands, a Coastal Plain Small Stream Swamp, and nonriparian wetlands. The objectives of the project were to restore wetland hydrology to small stream swamp wetlands, restore stream stability and improve aquatic habitats, restore historic flow paths and flooding processes, improve floodplain functionality, establish native vegetation within the permanent conservation easement, and investigate the ecological benefits of installing larger containerized trees in select smaller designated areas. Wetland functions on the site had been impaired as a result of agricultural conversion and cattle grazing. Historically, the stream flowing through the site was channelized to reduce flooding and provide drainage for adjacent agricultural and cattle fields. Major project components included the enhancement and restoration of the unnamed tributary to Jumping Run Creek through the filling of channelized portions of stream and the restoration of valley topography. This also included the creation of a new meandering channel across the abandoned floodplain and the filling of drainage ditches. The upstream portion of the stream restoration used the coastal plain headwater stream restoration methodology and included the construction of a braided channel. Another component of the project included the enhancement and restoration of riparian wetlands along the stream by reintroducing surface roughness, planting native wetland vegetation, and restoring overbank flooding regimes. Restoration of nonriparian wetlands included restoring more natural water table conditions and the planting of native wetland vegetation. All stream reaches will be visually monitored at least twice per year. Reach UT 1 a, the braided headwater stream, will be also be evaluated for visual evidence of flow. A survey of the longitudinal profile and ten permanent cross - sections will be completed each year on Reach UTlb, the single- thread restoration reach. Reach UTIc, the stream enhancement reach, will be visually assessed for stability. A crest gauge is located along Reach UTIc and will be observed during each monitoring visit. At least two bankfull events must occur during the five year monitoring period with the events occurring in different years. Vegetative sample plots will be quantitatively monitored during September of each monitoring year. Twelve vegetation plots will be monitored as per the CVS -EEP Protocol for Recording Vegetation, version 4.2 (CVS -EEP 2008) and five random transects will be monitored for species composition and survival. The plots will be monitored for a minimum of 5 years. The vegetative success of the restoration site will be evaluated based on the species density and survival rates. Vegetation monitoring will be considered successful if at least 260 stems /acre are surviving at the end of five years. The interim measure of vegetative success for the site will be the survival of at least 320 3 -year old planted trees per acre at the end of year three of the monitoring period and 280 4 -year old planted trees per acre at the end of year four of the monitoring period. Fifteen automated groundwater monitoring gauges have been installed across the project area to document the hydrologic conditions of the site. Eleven wells have been installed in the riparian areas and four have been installed in the non - riparian areas of the site. Groundwater gauges will be downloaded on UT to Jumping Run Creek Restoration Project (Year 0 of 5) Page i As -built & Baseline Monitoring Report (EEP# 92345) March 2011 at least a bi- monthly basis during the growing season. A reference well is located in the existing wetlands onsite in the northeast corner of the property. As per the restoration plan, the objective for the hydrology monitoring in the wetlands is for the site to be saturated within 12 inches of the soil surface for at least 6% of the growing season in the riparian wetlands, and 9% of the growing season in the non - riparian wetlands. The results of the as -built survey demonstrate that the restoration project has been built to design specifications. UT to Jumping Run Creek Restoration Project (Year 0 of 5) Page ii As -built & Baseline Monitoring Report (EEP# 92345) March 2011 Table of Contents ExecutiveSummary .................................................................................................... ............................... i 1.0 Project Goals, Background and Attributes ......................................................... ............................... 1 1.1 Location and Setting .................................................................................. ............................... 1 1.2 Project Goals and Objectives ..................................................................... ............................... 1 1.3 Project Structure, Restoration Type and Approach ..... ............................... ............................... 2 1.3.1 Project Structure .......................................................................................... ..............................2 1.3.2 Restoration Type and Approach ................................................................ ............................... 2 1.4 Project History, Contacts, and Attribute Data ............................................ ............................... 3 2.0 Success Criteria ................................................................................................... ..............................4 2.1 Morphologic Parameters and Channel Stability ........................................ ............................... 4 2.1.1 Dimension ................................................................................................... ..............................4 2.1.2 Pattern and Profile ...................................................................................... ............................... 4 2.1.3 Substrate ...................................................................................................... ..............................4 2.1.4 Sediment Transport ..................................................................................... ..............................4 2.2 Vegetation ................................................................................................... ..............................4 2.3 Hydrology .................................................................................................. ............................... 5 2.3.1 Streams ........................................................................................................ ..............................5 2.3.2 Wetlands .................................................................................................... ............................... 5 3.0 Monitoring Plan Guidelines ................................................................................ ..............................5 3.1 Hydrology .................................................................................................. ............................... 5 3.1.1 Wetland ....................................................................................................... ..............................5 3.1.2 Stream ........................................................................................................ ............................... 5 3.2 Stream Channel Stability and Geomorphology .......................................... ............................... 6 3.2.1 Dimension ................................................................................................... ..............................6 3.2.1 Pattern and Profile ....................................................................................... ..............................6 3.2.2 Substrate ...................................................................................................... ..............................6 3.2.1 Sediment Transport ..................................................................................... ..............................6 3.3 Vegetation ................................................................................................... ..............................6 3.4 Photo Stations ............................................................................................ ............................... 7 3.5 Watershed .................................................................................................. ............................... 7 3.6 Monitoring Plan View ................................................................................. ..............................7 3.7 Maintenance and Contingency Plans ......................................................... ............................... 7 4.0 As -Built Conditions / Baseline .......................................................................... ............................... 8 4.1 As- Built/Record Drawings ......................................................................... ............................... 8 4.2 Baseline Data (Year 0) ............................................................................... ............................... 8 4.2.1 Channel Morphology ................................................................................. ............................... 8 4.2.2 Verification of Plantings ............................................................................ ............................... 9 4.2.3 Photo Documentation ................................................................................. ............................... 9 4.2.4 Hydrology .................................................................................................. ............................... 9 5.0 References .......................................................................................................... .............................10 6.0 Appendices ......................................................................................................... .............................11 Appendix A General Tables and Figures Appendix B Morphological Summary Data and Plots Appendix C Vegetation Data Appendix D As -Built Plan Sheets UT to Jumping Run Creek Restoration Project (Year 0 of 5) Page iii As -built & Baseline Monitoring Report (EEP# 92345) March 2011 UT to Jumping Run Creek Restoration Project (Year 0 of 5) Page iv As -built & Baseline Monitoring Report (EEP# 92345) March 2011 1.0 Project Goals, Background and Attributes 1.1 LOCATION AND SETTING The unnamed tributary (UT) to Jumping Run Creek Stream and Wetland Restoration project is located in Cumberland County, North Carolina, approximately three miles northeast of Pope Air Force Base. (Figure 1, Appendix A). The stream is located within the Cape Fear River Basin (NCDWQ Subbasin 03- 06-14) and the United States Geological Survey (USGS) 8 -digit Hydrologic Unit Code 03030004. The 1.2 square mile project watershed is located in the Sandhills physiographic province of North Carolina. The project site is located on a terrace of the Lower Little River. 1.2 PROJECT GOALS AND OBJECTIVES The goal of the UT to Jumping Run Creek Restoration Project was to restore a "Coastal Plain Small Stream Swamp" system, as described by Schafale and Weakley (1990) in addition to a Coastal Plain headwater stream and wetlands, and nonriparian wetlands. Historically, these systems experienced heavy human and cattle disturbance. Wetland functions on the site were impaired as a result of agricultural conversion and cattle grazing. Historically, the stream flowing through the site was channelized to reduce flooding and provide drainage for adjacent agricultural and cattle fields. Field areas were also graded and ditched to promote rapid surface drainage, and spoil from channel/pond excavation was spread on floodplain areas. As a result, nearly all wetland functions were removed within the field areas. The channelized stream and drainage ditches flowing through the system no longer functioned as a Coastal Plain Small Stream Swamp. The goal of the project is to enhance functional elements of the unnamed tributary and the associated riparian and non - riparian wetlands. The major project components included the enhancement and restoration of the unnamed tributary to Jumping Run Creek through the filling of channelized portions of stream and restoration of valley topography. This also included the creation of a new meandering channel across the abandoned floodplain and the filling of drainage ditches. Another component included the enhancement and restoration of riparian wetlands along the UT by reintroducing surface roughness, planting native wetland vegetation, and restoring overbank flooding regimes. Filling the ditches will also serve to restore wetland hydrology. The primary design goals of the project were to restore and enhance stream and wetland functions to the impaired areas within the Cape Fear River Basin. To achieve these goals the following objectives were identified: • Restore wetland hydrology to small stream swamp wetlands • Restore stream stability and improve aquatic habitats • Restore historic flow paths and flooding processes • Improve floodplain functionality • Establish native vegetation within the permanent conservation easement UT to Jumping Run Creek Restoration Project (Year 0 of 5) Page 1 As -built & Baseline Monitoring Report (EEP# 92345) March 2011 • Investigate the ecological benefits of installing larger trees in smaller designated areas throughout the vegetated buffer 1.3 PROJECT STRUCTURE, RESTORATION TYPE AND APPROACH 1.3.1 Project Structure The project involved restoration of 7,318 linear feet (LF) of stream and 96 acres (AC) of riparian and non - riparian wetlands, and enhancement of 1,935 LF of stream and 3.4 AC of riparian wetlands along an unnamed tributary (UT) to Jumping Run Creek. A recorded conservation easement consisting of 225.3 AC will protect all stream reaches and riparian buffers in perpetuity. Refer to Table 1 and Figure 2 in Appendix A for a table and detailed plan view of the project components. 1.3.2 Restoration Type and Approach The purpose of the project was to restore wetland functions to agricultural and cattle fields on the site and to restore stream functions to the impaired stream channel that flows through it. The restored UT was divided into three reaches: UT 1 a (headwater stream), UTIb (low energy stream), and UTIc (downstream forested area). The project also included enhancement of existing jurisdictional riparian wetlands, restoration of riparian wetlands along UTla and UTIb, and restoration of non - riparian wetlands. Reach UT 1 a restoration focused on restoring a multi - thread system within existing field areas to a DA stream type system. Restoration consisted of filling the channelized portions of stream and restoring valley topography. It also consisted of restoring surface roughness in the valley and the grading of shallow flow paths. It was designed to allow the stream system to form on its own, either as a single or braided channel headwater stream within the valley. The design included riparian buffers ranging from approximately 50 feet to 1,100 feet along the stream reach, protected by a perpetual conservation easement. Rosgen Priority Level 1 and 2 approaches were used for the restoration of UTIb. The design called for existing ditches to be filled in, and restoration of the system to a sand bed C type channel, with low slope and a high width -to -depth ratio. The design included riparian buffers ranging from approximately 185 to 1,100 feet along the stream reach, protected by a perpetual conservation easement. UTIc is the location of the original channel that was present before historic stream alteration activities such as channelization and dredging disconnected it from the upstream system. The existing channel, though it has been modified in the past, was found to be relatively stable during field assessments for the design. The restoration called for the enhancement of UTIc (E /C/DA stream type) by reconnecting the existing channel to the upstream system with no disturbance to the existing wooded riparian buffer. The restoration of historic flows should also provide additional water inputs to the wetland systems that exist within the wooded area. The, existing riparian buffer system is protected by a perpetual conservation easement. Riparian wetland restoration was designed in the agricultural field areas adjacent to UTla and UTIb. To restore wetland hydrology, the design called for the existing stream and drainage ditches to be filled and the installation of ditch plugs where the restored channel crossed the pre- restoration channel. Also, surface roughness was reintroduced to promote surface ponding and infiltration, decrease drainage UT to Jumping Run Creek Restoration Project (Year 0 of 5) Page 2 As -built & Baseline Monitoring Report (EEP #'92345) March 2011 capacity, and restore more natural water table conditions across the restoration site. Existing jurisdictional riparian wetlands along UT 1 a and UT 1 b were designed to be enhanced through native wetland planting. The revegetation plan for the overall riparian system considered the combination of existing onsite native vegetation and riparian communities identified by Schafale and Weakley (1990) that include "Coastal Plain Small Stream Swamp ", "Coastal Plain Bottomland Forest ", "Streamhead Pocosin ", and "Streamhead Atlantic White Cedar Forest". The vegetative components of this project include streambank, floodplain, and wetland planting. These components were separated further into zones described as headwater riparian, riparian, and transitional. Bare -root and containerized trees, live stakes, and permanent seedlings were planted within designated areas of the conservation easement. A minimum 50 -foot buffer was established along the restored stream reaches UTla and UTIb. UTIc runs through an existing forested area which remained undisturbed during the construction of the restoration project. In many areas, the buffer width is in excess of 50 feet and encompasses adjacent wetland restoration areas. The revegetation plan for the non- riparian/upland system considered a combination of existing onsite native vegetation and non - riparian/upland communities identified by Schafale and Weakley (1990) that included "Mesic Pine Flatwood ", "Wet Pine Flathill ", "Pine /Scrub Oak Sandhill", and "Pine Savanna ". The planting area for the non - riparian wetland areas was designated by the zone "Non- riparian/Upland ". 1.4 PROJECT HISTORY, CONTACTS, AND ATTRIBUTE DATA The restoration project was designed by Michael Baker Engineering, with construction and planting on the project completed in April 2010. The as -built survey was conducted in May 2010. Refer to Tables 2 -4 in Appendix A for additional project and contact details. The 1.2 square mile project watershed is located in the Sandhills physiographic province of North Carolina. The project site is located on a terrace of the Lower Little River. Slopes are generally less than one percent. Elevations on the UT to Jumping Run Creek site range from approximately 138 to 166 feet above mean sea level. The subsurface geology in the project vicinity consists of the Cape Fear formation, which is comprised of sandstone and sandy mudstone (Geologic Map of North Carolina, NC Geological Survey, 1998). Soils found on site include Entisols, Inceptisols, and Ultisols formed from alluvium deposited by the Lower Little River. The Natural Resources Conservation Service (NRCS) Soil Survey for Cumberland County (USDA -SCS, 1984) indicates that the area is mainly underlain by Deloss loam and Pactolus loamy sand. Smaller areas of the Altavista, Johnston, Roanoke, Tarboro, and Wickham series are also mapped on the site. The watershed is rural with a mixture of forested lands, agricultural row crops, pasture and one residential development. The project site was used for row crops and pasture, and included areas of forested land. UT to Jumping Run Creek Restoration Project (Year 0 of 5) Page 3 As -built & Baseline Monitoring Report (EEP# 92345) March 2011 2.0 Success Criteria Channel stability, vegetation survival, and viability of wetland function will all be monitored on the project site. Post- restoration monitoring will be conducted for a minimum of five years or until the success criteria are met following the completion of construction to document project success. 2.1 MORPHOLOGIC PARAMETERS AND CHANNEL STABILITY 2.1.1 Dimension Reaches UT 1 a and UT 1 c involved restoration techniques to restore historic flow patterns and flooding functions. Monitoring efforts for reaches UT 1 a and UT 1 c will focus on visual documentation of stability. Dimensional characteristics obtained from cross - sectional surveying on UTlb will be compared year to year. All monitored cross - sections should fall within the quantitative parameters defined for channels of the design stream type. Natural variability is expected, however the system should not experience trends toward excessive increasing bank erosion, channel degradation, or channel aggradation. 2.1.2 Pattern and Profile The longitudinal profiles should show that the bedform features are remaining stable. The pools should remain deep with flat water surface slopes, and the riffles should remain steeper and shallower than the pools. 2.1.3 Substrate Since the streams throughout the project site are dominated by sand -size particles, pebble count procedures would not show a significant change in bed material size or distribution over the monitoring period; therefore, as per NCEEP, bed material analyses will not be undertaken for this project. 2.1.4 Sediment Transport Sediment transport evaluations will not be undertaken during the five -year monitoring period. However, the dimension, pattern, and profile survey for baseline conditions will be analyzed to calculate shear stress and stream power to determine if these values fall within the acceptable range of values for NC sand bed systems. 2.2 VEGETATION The vegetative success of the restoration site will be evaluated based on the species density and survival rates. Vegetation monitoring will be considered successful if at least 260 stems /acre are surviving at the end of five years. The interim measure of vegetative success for the site will be the survival of at least 320 3 -year old planted trees per acre at the end of year three of the monitoring period and 280 4 -year old planted trees per acre at the end of year four of the monitoring period. In addition, the buffer must be at least 50 -feet wide on both sides of the channel and in the wider areas at the downstream end of the project along UT 1 c. During monitoring, any encroachments into the conservation easement should be reported to NCEEP and remediated. UT to Jumping Run Creek Restoration Project (Year 0 of 5) Page 4 As -built & Baseline Monitoring Report (EEP# 92345) March 2011 2.3 HYDROLOGY 2.3.1 Streams Two bankfull events must be documented within the five -year monitoring period for reaches UTla and UTlb. The two bankfull events must occur in separate years; otherwise, the stream monitoring will continue until two bankfull events have been documented in separate years. A crest gauge has been installed along UTlb as depicted in Figure 2 in Appendix A. The gauge will be checked at each site visit to determine if a bankfull event has occurred. Other signs of bankfull flow including wrack lines, sediment deposition, and actual observance of flow will be documented as well. The headwater stream reach (Reach UTla) will be visually assessed during each monitoring visit to evaluate indicators that the braided channel is exhibiting flow. 2.3.2 Wetlands In order to determine if the rainfall is normal for the given year, rainfall amounts will be tallied using data obtained from the Cumberland County WETS Station as well as an on -site rain gauge. As per the restoration plan, the objective for the hydrology monitoring in the wetlands is for the site to be saturated within 12 inches of the soil surface for at least 6% of the growing season in the riparian wetlands, and 9% of the growing season in the non - riparian wetlands. 3.0 Monitoring Plan Guidelines 3.1 HYDROLOGY 3.1.1 Wetland Fifteen automated groundwater monitoring gauges have been installed across the project area to document the hydrologic conditions of the site. Refer to Figure 2 in Appendix A for the location of the groundwater monitoring gauges. Eleven wells have been installed in the riparian areas and four have been installed in the non- riparian areas of the site. Groundwater gauges will be downloaded on at least a bi- monthly basis during the growing season. A reference well is located in the existing wetlands onsite in the northeast corner of the property and is depicted on Figure 2 in Appendix A. 3.1.2 Stream One crest gauge has been installed onsite and is located just downstream from groundwater gauge 8. Each visit to the site will include documentation of the highest stage for the monitoring interval and a reset of the device. Other indications of bankfull flow including the presence of wrack lines, sediment, or flooding will also be recorded and documented photographically. Refer to Figure 2 in Appendix A for the location of the crest gauge. The headwater stream reach (Reach UTla) will be visually assessed during each monitoring visit to evaluate indicators that the braided channel is exhibiting flow. A visual assessment form was created for this purpose by NCEEP and is included in Appendix B. UT to Jumping Run Creek Restoration Project (Year 0 of 5) Page 5 As -built & Baseline Monitoring Report (EEP# 92345) March 2011 3.2 STREAM CHANNEL STABILITY AND GEOMORPHOLOGY 3.2.1 Dimension A total of 10 permanent cross - sections (7 riffles, 3 pools) have been installed along UTIb. Each cross - section was marked on both banks with permanent pins. A common benchmark has been established for cross- sections to facilitate 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. Dimensional data will be compared from year to year to ensure project stability. Stream channel stability and geomorphic monitoring for reaches UTIa and UTlc restoration success will be documented visually. Refer to Figure 2 in Appendix A for locations of cross - sections along reach UT 1 b and representative photo station points. 3.2.1 Pattern and Profile Annual measurements for the plan view of UTIb will include sinuosity, meander width ratio, and radius of curvature. Radius of curvature measurements will be taken on newly constructed meanders for the first year of monitoring only. A longitudinal profile will be completed each year of the monitoring period for the entire length of the UTIb restore channel. Measurements will include thalweg, water surface, inner berm, bankfull, and top of low bank. Each of these measurements will be taken at the head of each feature (e.g. riffle, run, pool, and glide). 3.2.2 Substrate Since the streams throughout the project site are dominated by sand -size particles, pebble count procedures would not show a significant change in bed material size or distribution over the monitoring period; therefore, as per NCEEP, bed material analyses were not undertaken for this project. 3.2.1 Sediment Transport As mentioned previously, additional sediment transport analyses will not be conducted during the five- year monitoring period. However, the dimension, pattern, and profile survey will be analyzed for baseline conditions to calculate the shear stress and stream power of the restored UTIb. These values will then be compared to the range of values for stable NC sandbed systems to determine if the restored reach's values are acceptable. 3.3 VEGETATION Vegetative sample plots will be quantitatively monitored during September of each monitoring year. Twelve vegetation plots will be monitored as per the CVS -EEP Protocol for Recording Vegetation, version 4.2 (CVS -EEP 2008), and five random transects will be monitored for species composition and survival. The plots will be monitored for a minimum of five years. Refer to Figure 2 in Appendix A for the locations of the vegetation plots. Baseline monitoring data is provided in the Appendix C data tables. Twelve 10m x 10m (100m2) CVS plots were established within the project area. In each plot, four plot corners were permanently located with rebar. Planted vegetation (Level 1) was recorded for the baseline UT to Jumping Run Creek Restoration Project (Year 0 of 5) Page 6 As -built & Baseline Monitoring Report (EEP# 92345) March 2011 monitoring, while both planted vegetation and natural volunteers (Level 2) will be recorded beginning in Monitoring Year 2. The five random transect plots are 2m x 50m (100m2) and consist of surviving species counts only. Each year the location of the plots will change and be chosen randomly, but stratified to be spread across the different planting zones. These plots are aimed at providing a more thorough account of the vegetation condition across the site outside the permanent vegetation plots. Any vegetative problem areas in the project will be noted and reported in each subsequent monitoring report. Vegetative problem areas may include areas that either lack vegetation or include populations of exotic vegetation. 3.4 PHOTO STATIONS Representative photo station points have been identified and located using GPS. The stations are shown on Figure 2 in Appendix A. Photos will be taken at each location at approximately the same time each year. Vegetation plot photos will be taken during the vegetation monitoring event each year. 3.5 WATERSHED Any changes to land use in the watershed that would cause changes to flow within the project streams will be assessed over the five -year monitoring period. 3.6 MONITORING PLAN VIEW A plan view of the monitoring scheme is presented in Figure 2 in Appendix A. 3.7 MAINTENANCE AND CONTINGENCY PLANS Any maintenance needs will be determined during monitoring visits. During the baseline monitoring year upon completion of construction, the contractor must address any issues under their warranty. In subsequent monitoring years, the monitoring firm will determine maintenance needs. Maintenance items will be coordinated with NCEEP to determine the appropriate course of action. The monitoring firm will visually assess the site to verify that the stream and wetland are functioning as needed and will note any adjustments that may be necessary. According to the Restoration Plan, small areas of multiflora rose (Rosa multiora) and Chinese privet (Ligustrum sinense) were present onsite and were removed during construction (Baker 2008). It is not anticipated that invasive plant species will be a significant problem onsite but these two species in particular will be watched. During the monitoring period, if these or any other invasive species establish to the point of threatening the desired vegetative community, hand cutting and herbicide treatment may be used to treat problem areas. Wildlife, including but not limited to beavers and deer, have the potential to destroy vegetation and stream features either by foraging or flooding. Several beaver dams were observed on -site during the design phase (Baker 2008). Should a significant portion of the site be damaged such that the success criteria cannot be achieved, measures such as trapping, beaver dam removal, or repellents may be used. UT to Jumping Run Creek Restoration Project (Year 0 of 5) Page 7 As -built & Baseline Monitoring Report (EEP# 92345) March 2011 4.OAs -Built Conditions / Baseline 4.1 AS- BUILT /RECORD DRAWINGS Site grading was complete in March 2010. Planting was completed in April 2010 and the baseline vegetation data collection occurred on April 26 and 27, 2010. The as -built survey was completed by Turner Land Surveying from May 20 to June 6, 2010. Morphological surveying was completed by Stantec on May 4, 2010. The As -Built Plan Sheets are located in Appendix D. 4.2 BASELINE DATA (YEAR 0) 4.2.1 Channel Morphology 4.2.1.1. Profile The entire length of the single thread restoration reach (UTlb) was surveyed by Stantec staff using survey -grade GPS to assess baseline conditions. Multiple parameters were located including top of bank, thalweg, and water surface. The longitudinal profile is shown in Appendix B. The channel slope lies within the design parameters for this reach. 4.2.1.2. Dimension Ten cross sections on the single thread restoration reach (UTlb) were surveyed by Stantec staff. Baseline morphological data is presented in Tables 5 and 6 in Appendix B, along with cross - sectional data at the ten permanent cross sections. The channel cross - section dimensions lie within the design parameters for this reach. 4.2.1.3. Pattern The pattern of the single thread portion of the stream (Reach UTlb) was picked up during both the as- built survey and the baseline morphology survey. The location is shown on both the component map in Appendix A as well as in the As -Built plan sheets in Appendix D. Morphological calculations are included in Table 5 in Appendix B. The pattern values lie within the design parameters for a stable channel. 4.21.4. Substrate Since the streams throughout the project site are dominated by sand -size particles, pebble count procedures would not show a significant change in bed material size or distribution over the monitoring period; therefore as per NCEEP, bed material analyses were not undertaken for this project. 4.2.1.5. Sediment Transport Sediment transport evaluations consisted of two characteristics: shear stress and stream power. Shear stress is a function of the specific gravity of water, riffle cross - section geometry, and average channel slope. Stream power is a function of specific weight of water, bankfull discharge, average channel slope, UT to Jumping Run Creek Restoration Project (Year 0 of 5) Page 8 As -built & Baseline Monitoring Report (EEP# 92345) March 2011 and riffle bankfull width. These factors were calculated with the data gathered through the measurement of the plan, pattern, and profile. The baseline calculated shear stress for the restored UTIb is 0.056 lb /fe and stream power is 0.69 W /mZ. These numbers lie within the acceptable range for shear stress and stream power according to reference reach data (Baker 2008). 4.2.2 Verification of Plantings Stantec staff completed the baseline vegetation monitoring on April 27, 2010 using the CVS -EEP Protocol for Recording Vegetation, version 4.2 (CVS -EEP 2008). Monitoring was conducted in 12 vegetation plots and 5 random transects. Random transects consisted of survival and species composition only. Plots 1 and 3 are located in the headwater riparian planting zone; plot 5 in the headwater riparian containerized planting zone; plots 2 and 6 in the transitional zone; plots 4 and 9 in the upland/non- riparian zone; plots 7, 8, 10, and 12 in the riparian zone; and plot 11 is located in the riparian containerized planting zone. Random transect 1 was located in the headwater riparian wetland, transect 2 was located in the riparian wetland planting area, transects 3, 4 and 5 were located in the upland/non- riparian zone. According to the data collected, the average plant density among the 17 plots /transects is 438 stems /acre. The highest plant densities occurred in plots 1, 5, and 6 and random transects 1 and 5. Plots 2 and 4 and random transect 3 are not meeting the interim 3 -year vegetation success criteria. The original planting plan specified 597 stems /acre, with an additional 10 stems /acre in the containerized zones. Vegetation sampling details are included in Appendix C. 4.2.3 Photo Documentation Photo stations were established in 36 locations along the project. The location of the stations can be seen in Figure 2 in Appendix A. Baseline vegetation station photos were taken on April 26 and 27, 2010 during the baseline vegetation monitoring. Vegetation station photos for the baseline monitoring year are provided in Appendix C. Baseline stream station photos were taken on May 4, 2010. Stream station photos for the baseline monitoring year are provided in Appendix B. 4.2.4 Hydrology Fifteen 40" Ecotone groundwater monitoring gauges were installed onsite on April 27, 2010. Gauges 1 -3 and 6 are located in the headwater riparian wetland zone while gauges 8 -9, 11 -12 and 14 -15 are located in the riparian wetland restoration areas along the single thread channel. Gauges 4, 7, 10, and 13 are located in the non - riparian wetland restoration areas and gauge 5 is located in the wetland enhancement area. A reference gauge (gauge 16) was installed during the project design period and is located in the existing wetlands on the northeastern portion of the site. A rain gauge was installed onsite on July 8, 2010. A crest gauge was installed onsite on April 27, 2010. The crest gauge will be used in future monitoring to verify bankfull events. The location of the precipitation gauge, reference well, and groundwater monitoring wells are included in Figure 2 in Appendix A. The headwater visual assessment was not completed for the as -built condition since the channel is young and does not yet exhibit any hydrological features to evaluate. UT to Jumping Run Creek Restoration Project (Year 0 of 5) Page 9 As -built & Baseline Monitoring Report (EEP# 92345) March 2011 5.OReferences Baker 2008. UT to Jumping Run Creek Stream and Wetland Restoration Plan Cumberland County, North Carolina. Report prepared by Baker Engineering NY, Inc. for the North Carolina Ecosystem Enhancement Program, Raleigh, NC. Lee, Michael T., R. K. Peet, S. D. Roberts, and T. R. Wentworth. 2008. CVS -EEP Protocol for Recording Vegetation, Version 4.2 ( http : / /cvs.bio.unc.edu /methods.htm) NCEEP. 2010. Procedural Guidance and Content Requirements for EEP Monitoring Reports. North Carolina Department of Environment and Natural Resources, Ecosystem Enhancement Program. Raleigh, NC. Version 1.3, January 15, 2010. NCEEP. 2008. Mitigation Plan Document — Format Data Requirements, and Content Guidelines. North Carolina Department of Environment and Natural Resources, Ecosystem Enhancement Program. Raleigh, NC. Version 2.0, March 27, 2008. Schafale, M.P. and A.S. Weakley, 1990. Classification of the Natural Communities of North Carolina, Third Approximation. North Carolina Natural Heritage Program, Division of Parks and Recreation, NCDEHNR, Raleigh, North Carolina. Rosgen, D. 1996. Applied River Morphology. Wildland Hydrology, Pagosa Springs, CO. United States Army Corps of Engineers — Wilmington District, North Carolina Division of Water Quality, United States Environmental Protection Agency — Region IV, Natural Resources Conservation Service, North Carolina Wildlife Resources Commission. 2003. Stream Mitigation Guidelines. United States Department of Agriculture -Soil Conservation Service, 1984. Soil Survey of Cumberland and Hoke Counties. Raleigh, NC. UT to Jumping Run Creek Restoration Project (Year 0 of 5) Page 10 As -built & Baseline Monitoring Report (EEP# 92345) March 2011 6.OAppendices Appendix A — General Tables and Figures Appendix B — Morphological Summary Data and Plots Appendix C — Vegetation Data Appendix D — As -Built Plan Sheets UT to Jumping Run Creek Restoration Project (Year 0 of 5) Page 11 As -built & Baseline Monitoring Report (EEP# 92345) March 2011 Appendix A - General Tables and Figures , IV" I' N IK L 1-7 A �. l! -[� ,t7 .1 t ,� er NYC Ito U 6 u n.. t7 ITE V., NN V �7 f Ji' :zf P . W FORCE B ;1d NX., f T.L :�4 tL7 W, Directions to the site: From Raleigh, head south on US 1. In Sanford take the NC 87 S / US 421 S / N Horner Blvd exit and turn right at Figure 1 Vicinity Map the end of the exit ramp to go south through Sanford. In approximately 5 miles, veer right to stay on NC 87 at the NC 87 item US 421 split. Approximately 1.6 miles past the Cumberland County 11 la > nient UT to Jumping Run Creek line turn left onto East Manchester Road. Go another 1.6 miles and Stream and Wetland Restoration Project turn left on Long Valley Road to access the site. Gate access can be obtained from NC State Parks (Janet Pearson 910-692-2167) EEP #: 92345 Cumberland County, North Carolina F---L--J L - - - - — — — — — — — Feet Studec 0 1,500 3,000 6,000 9,000 k i ♦ �Q �I 1 � r 1 ' N 0 J i J t J l t J > ✓ I t J 1 C7 J 1 J / 1 3 f fb O O N T ar C 7 O U O 7C; O s= � a L Z E Q U Gam' � G L c� co a Jv 33to Z7 O; a `sue J / 1 / t 1 1 a � a 1 `- 7 t J 'n I 1 J n 0 a Ln � a J 1 1 1 r M � � k 1 a It > J 1 M CL i t. 1 ' N 0 J i J t J l t J > ✓ I t J 1 C7 J 1 J / 1 3 f fb O O N T ar C 7 O U O 7C; O s= � a L Z E Q U \ m_ � £ _ ? $ = n CL E� /\ \o / \ v / \ /k/ C)2�//�� \ � � O_ $ \2LO$ g / ) e \ X \ \ > ) / ' ° cc \ % / Co o ) \ \ -co / E ± E _ _ \ \ _ % E 2 E 2 / 2 \ § 2 / § o o ƒ § / / 0` § \ \ 2 % I (n < m < .g m 2 ± kz & /o y \ */ I ' #: 7 . I� E : � E .§ k E § 7 U) � £ o $ = n CL E� /\ \o C) U' / \ /k/ C)2�//�� \ � \ O_ $ \2LO$ / $ X C / $ E E ) / � ±_ CO / ° j / § o o \ = e o o t ® « y o \ ? $ E / E 7 I� E : � E .§ k E § 7 U) � £ o $ = n CL E� /\ \o U' / \ /k/ C)2�//�� O_ $ \2LO$ \ \Lu /\ $ e = C / $ E E ) / � l a a a C Q C Q Q I i1r Q c a° Q 0 Q 3 II pa 3 3 a0.. R 0 II 3 w C II w U s a Q x II x O a II x U Y 3 II 3 G w U II w U 3 ° o 3 3 a on � i en A u c w 3 o❑ E w a° o o F :: ° cl s '� c a °` o c ° ° o E w w o y p a°i ° a°i `� ° E 5 ❑ t a > 3 3 w> 6 04) uo y o a 3 a 6 T oa E abi w °d��.sµ�� v o° 3 o u >34 0�0 � :: v 3 � s ° E Q o ?, '� � � � p °o ° b .Q s � " � � � a�i .8; •� .o o a o a fl s� 4, ¢ o o b o m C a vA� 11 ., v 3 5 a' ° o W w 3 OF W w 3> �y a a M d O u C R y V1 �D T r r M ya e w o a+ a w ' O R d U 2 ° v o a, 0 QOQ ol O qOq O O � L F U u u 7 i L R CL e z— cc x a) oG � w° s w = 0 3 G o A Q o� o � G7 F U F o ti � y I � � nn ?� v o F •� ° o aUC U x F 4 � c ° x4 W m x zo 3°� p°, a a a C Q C Q Q I i1r Q c a° Q 0 Q 3 II pa 3 3 a0.. R 0 II 3 w C II w U s a Q x II x O a II x U Y 3 II 3 G w U II w U a O z 00 � � U M O Q N O� � O z � � U Q N y C QI O � Z v� o o ° - oNO 00 3 �� ;oM �U F 00 M to 00 O O� N 00 Q� 00 a ti �Cd u O o 0 o E E E G� � � o W W W U a O z Table 2. Project Activity and Reporting History UT Jumping Run Creek Restoration Pro ' ect /EEP Project No. 92345 :Elapsed Time Since Grading Complete: 2 months 'Elapsed Time Since Planting Complete: 1 month Number of Re po rtin Years':0 Data Collection Completion or Activity or Deliverable Complete Delivery Mitigation Plan Nov 2007 Julv 2008 Final Desi — Construction Plans n/a March 2009 Construction n/a Aprd 2010 Seeding n/a March 2010 Planting n/a April 2010 As -built (Year 0 Monitoring — baseline) May 2010 Dec 2010 Year 1 Monitoring n/a n/a Year 2 Monitoring n/a n/a Year 3 Monitoring n/a n/a Year 4 Monitoring n/a n/a Year 5 Monitoring n/a n/a 1 = Equals the number of reports or data points produced excluding the baseline Table 3. Project Contacts Table UT Jumping Run Creek Restoration Project/EEP Project No. 92345 Designer Michael Baker Engineering, Inc. 8000 Regency Pkwy, Ste 200, Cary, NC 27518 Primary project design POC Ka ne Van Stell (919)463-5488 Construction Contractor Backwater Environmental P.O. Box 1654, Pittsboro, NC 27312 Construction contractor POC Wes Newell 919 523 -4375 Survey Contractor Turner Land Surveying, PLLC 3201 Glenrid e Drive, Rlaiegh, NC 27604 Survey contractor POC L Turner 919 875 -1378 Planting Contractor Carolina Silvics, Inc. Indian Trail Rd, Endenton, NC 27932 Planting contractor POC Mary- Margaret McKinney (252) 482 -8491 Seeding Contractor Unknown Unknown Contractor point of contact Unknown Seed Mix Sources Unknown Unknown Nursery Stock Suppliers ArborGen, Coastal Plain, Native Roots, Superior Trees, NCDFR Monitoring Performers Stantec Consulting Services Inc. 801 Jones Franklin Rd Ste 300, Raleigh, NC 27606 Stream Monitoring POC Brian Mazzochi (919) 865 -7580 Vegetation Monitoring POC Amber Coleman (919)865-7399 Wetland Monitoring POC Amber Coleman (919)865-7399 Table 4. Project Attribute Table UT Jumping Run Creek Restoration Project / EEP Project No. 92345 Project County Cumberland Physiographic Region Coastal Plain Ecore ion Sandhills Project River Basin Cape Fear USGS HUC for Project 14 dirt 03030004090010 NCDW Sub -basin for Project 03 -06-14 Wrthm extent of EEP Watershed Plan9 Name the plan document WRC Hab Class Warm Coot Cold Warm % of project easement fenced or demarcated 100% Beaver activity observed during design phase? Yes Restoration Component Attribute Table UT1A UT1B UT1C RW Restoration RW Enhancement NRW Restoration Drainage area 12 sq mi N/A N/A N/A Stream order 1 1 1 N/A N/A N/A Restored length feet 3,657 3,661 1,935 N/A N/A N/A Perennial or Intermittent I P P I N/A N/A N/A Watershed Rural, Urban, Developing etc. Rural Rural Rural I Rural Rural Rural Watershed LULC Distribution (e.g.) Residential 25% N/A N/A N/A A -Livestock 45% N/A N/A N/A Forested 30% N/A N/A N/A Watershed impervious cover % <5% N/A N/A N/A NCDW AU/Index number N/A N/A N/A N/A N/A N/A NCDWQ classification C C C N/A N/A N/A 303d listed? No No No N/A N/A N/A Upstream of a 303d listed segment? Yes Yes Yes N/A N/A N/A Reasons for 303d listing or stressor DO, FC, metals, pH N/A N/A N/A Total acreage of easement 225.3 Total vegetated acreage within the easement 2253 Total planted acreage as part of the restoration 153.8 Ros en classification of pre-existmg F5 F5 F5 N/A N/A N/A Ros en classification of As -built DA C E /C/DA N/A N/A N/A Valley type X X X N/A N/A N/A Valley slope - 00011 0.003 N/A N/A N/A Valley side slope ranee.. 2 -3.% - - - N/A N/A N/A Valley toe slope range (e.g. 2 -3 % - - N/A N/A N/A Cowardin classification N/A N/A N/A Palustrine Palustrine Palustrine Trout waters designation N/A N/A N/A N/A N/A N/A Species of concern endangered etc ? (Y/N No No No No No No Dominant soil series and characteristics Series Deloss Deloss Deloss Deloss Deloss I Tarboro Depth to water table +1 -1.Oft +1 -1.Oft +1 -1.Oft +1 -1 Oft +1 -1.Oft >6ft Cla /o 3 -35% 3 -35% 3 -35% 3 -35% 3 -35% 2 -12% K 024 024 0.24 0.24 024 0.1 T 5 5 5 5 5 5 Use N/A for items that may not apply. Use ` -" for items that are unavailable and "U" for items that are unknown RW = Rgiarian wetland, NRW = Non - riparian wetland Appendix B — Morphological Summary Data and Plots cn •o a S 0 •o c m C a0 00 00 aD O ao a0 0o N M M O M O M CA N O 0 o 00 0 0 N Cl) Q M 7 N M v m O p 7 M M O O CO M IT C •� 6 M 0 0 O N 4) wl O� 01 N N to R O 0 M v CA 00 co N m N N N LO N N co O N N U') co N CD 0 U r N M _ •O LO O O U O O L O O v v co w LO � N In In 0 O� - O r- O 0 N� 0 O 0 N � O 00 Cl O � � M O) CA CA � O O O =' N O M N r- v C fC6 N N p tC) M O 000 N LO 0� � � �O � 00 O M - m - O N N CA O 6 In : O O �- 0 .._�. - '-t M -000 c- CN O M Cl) N N M O co LO CA 0 0 0 v I� ti M w N 0 v M N N_ � N x i i . i O 04 i i N p i i O 0 N� r 0 Lq M O f� r 00 O O N In 00 I p N O v + n Cl) p N p O 4- y d M p O O p f- v N � O p 0 U O M A O � 0 O r � M i i i i i 00 i i p i M co M N N O .Q r i lQ N _ V! x i i i i O D O O O O M i i i i i i M i M C d Z P- (D rn - U O d W N N i 0 00 O 0 O LO Lf) LO i i i i N i 7 r V C Lo 00 N C ( C Lo c MN 2 LO — 00 to O c i p O o O g O o O Lq N CC U ^L CL W C a W = In Q Lr) 0 N (p 0 7 LO N Cl) co M LQ 0 0 L 0 i W O N M M 0 0 0 0 0 m x LO rn 0) v LO co LO v m t) N C t6 0 N N O , _ M 6 O Q. Ci i i O 00 N C O O� O 00 CM Cl N 0 N 0 N LL LO � m ,gg�� fB x W O d t c a3 M N 00 CD r M C14. N r IL O N r- NO LL Y N C O, Lo 00 0 r m N In O 0 0 N CV i i i i i V c � d � � � w rn � V c Q E m c J 7 C N d V .O a •� •� •� 7 p tq w N Y •� a) r L L t L L .L L m L 0 .L C j cc a L L U (d O O w N a) d U O 7 L C U ca > N c c 'N 0 a) Q ca m > a) Q a) Q a C a) L C 0 Q O C 0 N a (0 N O a) -p_ c N 'U N N O 3 O ca C N .r O d> — _ m C c f0 x N c a) t = J N J O x C L U 5 m 3> a� m a U N_ (n O m N > rn a) c Co ca L y LL ° - m f CL C rte- a) a p N� U 7 N � L N E a) •N m � U! c- �6 m U m c W 2 _0 CA CL �— a�i a a> b @ E O O CL c c o c L a c O m .+ a� Q> as -C (a w O o R m 7 c U w m a s m as E °_. o m ~ a 3 m r LL C f6 N U LE5 N U yy cn O m C N U a L H m m N o i �°i c m t a m c c a) _O L—L O M C6 U y — E U CC t m () a) N O v CO CD = (n N w c CU !6 M O. U) O 0: m v L U ++ p m Q a is E C C x m O t0 - a cn •o a S 0 •o c m a N d E a -o 0 m 0 0 m ti 0 U 0 O a c ai m c m N �Q v Q N LO N r 7 Q �L L E M � R o. c as s E c o = m U E o N Q o O L L > M N v p i rn p v m Z oo Y V d m m � ` o a as as mw d � o , w p O a• C) M cn c o O !3 E L O C o o cn U r Y i p p �U N E c K ID o , M CO tD �E y ' o 110 1.10 E O O U) N m E n , n LO m O U o "a rn rn m , O H o CL 0 0 l!7 LO U rn o o (� CV 0 0 O � O r cn N o p O •— \ CV o U) r V U co u) U? cn m v U CD N o co Lo c L C y U E c L C w a a N d E a -o 0 m 0 0 m ti 0 U 0 O a c ai rn O 0 a E a� y r y y ;0 0) O E C N 'm0 N y C U O C N d a a m C i a � y �m a c c C �O O C y O c E m y g «y a w (D a C C O r d O m U U_ j y C E E 4 N Li 10 « a a w r m N E M r m y N � a y C 3 O U Mn � C y N Co m U � a m 0 0 C L a n y N C y y = a c E o p O N E N O 1 a y m c C � O O NO N w ao E m a c C 0 O m C n 7 O N U E H v O T N — .a N > ._ 3 LC O y m N E ° m 3 N � — C O c y m > N U CD � N O O C LCO 4 O U � y N L a w c y U m n d — W O) CD W c L_ 3 y a) ai E U C O y y -o n D E do O N n t E E d y O U aL+ w C m m � a r T m a o o a o II a Q LO d O us � � } c o o d d N N N y O O U U CD N O } O) O) 00 00 O d r W N O 10 O y O O r LD � Uf O y O� LO c v M O 0 m t2 N O N m W N r ui LO O O 00 v as Cl) r C o fq U1 f% Q Q � L N CO d N+ N O N co d o fO) N oo O O V) :y% O m a0 N N N N m aD CO) v N 1 O O O U N M v r L i+ v d d a. } } M } M } C Q C O C O 1 } } E v y N N U V v Q m N � LO O� n O) T cD y N � O r N 00 O) N N Qi `O O O� r m v ui O N r m N N -- N N 0 a O d >cn >cn W W CO G L O O CL N } } Q O O O L C y } N } 3 U U co M + N )O n O 'n 0 0 d p I� } O r O LD O O /+ U y M O N LO N M O M y O O r N r O C7i m O) N N N O fD N m y `r c°.) O N r = 4.0 CO CL O LO 2 d d Q M M } C O c O d d y } } to V U y O O m Na0 OLO O O LO N O m L O co M N O C N O N N a 'O n O_ d C O a a n n y C O D O Q n (D rn 'o D D Q n Ooi m Lo 0 E N a s «— d C X (O pd E d c a c O 9 w Y o c a m t Lxa c= v o O�i c n w o 0 01 O t v= m m •N O m m a— N N m ao) d R O m m n a m Ooi 7. O Y N C i 0) CL N X f0 E II CL N_ > f0 CL X E E - 0tmo C G N O v a ENU C O � •p C m j N O C N c m c CD C N (n o N TM f1 D a)i _ERinX ,3 m M a) as rnric a) oa�w y N N L 0) - w N O T .L w U U o a) 2 a U - d o O CD _ O _ d N D 5 o c c a c y o m v v o ai m -0 doE- (u O -0 a L II 11 II II U) . N M c v X 0) N g - } D 0) C t0 N C_ C v X N U r ) � w CD M w c cc CD o n `o m c_ m C1 a W 0 d c E E c 'm CO C6 E to E ZM X Q N M cc N N > N :O - c c (D M v N a) 'c C C U +T m O' N N Z U L N CD c T O as CL a� w - = W O as x o I ° Co It N d n c } d L c O �+ LL Y c t d W U c ` .a i .a co X 03 O r i } ' C 0) 0) ¢c C C 00 00 00 00 00 00 00 00 N M M O M O M m N 0 N O M V 00 Co V v 0 N co N M N N O N M 0 N m M I- 0 O 0 (O CO co O M O 0 v M v CO co O O 6 M q 00 O � � CO Cl) N _ @� 00 N CO m 0 v w In CO v fD M d (O m I- Cq co 0 co n N C 00 N N )n CO 00 0 m CO to N N co O .y N N N I� N m LO M N 0 LO N 0 M 0 O CO M r M O U co O O O 0 LO V V I- IT m M 0 00 O 0 O N r Go R m I, � N CV C 06 O 10 L m O) � � N v O CO M N V C 00 O) In M Cn I� O CD 0 77777 CO • 0) O) N 0 M M 00 OR m � M of O G 00 O M N CN V O 0 C) O V N r V C N O _ N Lo sT Oi I- r 0 m r LO O) I� V N V co N F. co O 0 0) M M M w N 000 C) N M 0 00 O O f� r- I� N O V • ^w M w N v N w N_ .2 .0 .— F, w w w O w w w 0 0 Y O � V% fl_ N C, 0 N w C L m c 0) O_ m C d 0) U C .V� .N C O N Q\ o ° C O Q Q. N 0) O N -O 0) 0_ N Z 0) '� 4) 7 C O CJ 00 C . C d m Q E N J (n J X N 3 N f6 C C 'O m u Y o m a) g a o r t 2 Y d °) o o m o m U —> 7 03 a) V ami 3 U) t U LL m a ° o w= as .0) c Q – '� a m c a o o s r o C -a Lo a) U v r `0 6 m° in c m a m m a) "0 m ;; umi n 3 m 4f o w C uj L U 0) 2 d O � O U 7 � 0 � )n .� — �+ 07 L'1] N O Cc �' � 0) N c C � V 07 � ea t a o co ) Y 0 U) � Oo C C cc o \ N C O. ,C > d C cc £ C C6 a c. a a 0) CL N X f0 E II CL N_ > f0 CL X E E - 0tmo C G N O v a ENU C O � •p C m j N O C N c m c CD C N (n o N TM f1 D a)i _ERinX ,3 m M a) as rnric a) oa�w y N N L 0) - w N O T .L w U U o a) 2 a U - d o O CD _ O _ d N D 5 o c c a c y o m v v o ai m -0 doE- (u O -0 a L II 11 II II U) . N M m D CD L + V 00 f6 � 4J C _O .Y 41 i H u ai OOC � 0o C C = O E +� u CU o N *L' X r D c O ro v w c co m c O .Y > a W m L Q c O O O LL I I r-1 0 C� G I O O Y 2 m Q I C'4 V1 -1 Ln O LA 0) I Ln - - a � � ti � (;}) uOIJena13 O 0 14 0 rn O 00 0 n O 0 Ln O 0 M [ZI O C O (9 H }c L } O } N O } W M l0 O� rn N� L n O -1 m m 00 r- 00 00 N .--r .--i .-� .--I N .--i O � � .� U �o � c o co O ru v _ w Y O C u W L — Y C c m Y (0 O M N +�+ Q m y ++ fo f0 u G o w N U cu c 0) c 0O 4v f s a 3 0 0 o > 75 = 7 0- 0= w OL c = ~ c O O O c f0 Q Y C Lalco C C m C m O LL O LL [a L iN��11AYYINI��VIAI IRAIAIIIII�I��I' IIIIIAIAIIIII IYYAINAINIIAINIIAIIUI �I�IIRIIIIIIIAINAN � IIIIUIIAiI�I�IdII m D CD L + V 00 f6 � 4J C _O .Y 41 i H u ai OOC � 0o C C = O E +� u CU o N *L' X r D c O ro v w c co m c O .Y > a W m L Q c O O O LL I I r-1 0 C� G I O O Y 2 m Q I C'4 V1 -1 Ln O LA 0) I Ln - - a � � ti � (;}) uOIJena13 O 0 14 0 rn O 00 0 n O 0 Ln O 0 M [ZI O C O (9 H }c L } O } N O } W M l0 O� rn N� L n O -1 m m 00 r- 00 00 N .--r .--i .-� .--I N .--i O � � .� U �o � c o co O ru v _ w Y O C u W L — Y C c m Y (0 O M N +�+ Q m y ++ fo f0 u G o w N U cu c 0) c 0O 4v f s a 3 0 0 o > 75 = 7 0- 0= w OL c = ~ c O O O c f0 Q Y C Lalco C C m C m O LL O LL [a L m D CD L + V 00 f6 � 4J C _O .Y 41 i H u ai OOC � 0o C C = O E +� u CU o N *L' X r D c O ro v w c co m c O .Y > a W m L Q c O O O LL I I r-1 0 C� G I O O Y 2 m Q I C'4 V1 -1 Ln O LA 0) I Ln - - a � � ti � (;}) uOIJena13 O 0 14 0 rn O 00 0 n O 0 Ln O 0 M [ZI O C O (9 H E r< a c 3 c C a c c c Ln0 m 0 ra r r r 00 N Ln n m co D Ln to M Ln N N m Ln .- M In O N -1 n �Al11A111��n1111nYlfll -4 N -i -i N N -4 -4 -11-4 U m L1 C Q O C O Y_ > Q) — 5 Y .Y LLI O C O N m W 0 C m f0 m m 0t O 'ate Q � is N Y L Q J c is Q > O .2 () 0) m i Q) a+ 01 � CL a u a) ~ Q 3 3 a` '6 a` "6 (U c Q' E c C O O x CO m m L.L. LL 2 23: W 07 v) �IIIANIIW��IIIIY �III�NId�III11N�011AIN1 ��IAIAIII�llvla E r< a c 3 c C a c c c Ln0 m 0 ra m ~ O � M u O M Ln O Y 4 N L H u - c O 7 O CC a w N CL O 3 V A O � 0 X H c O m v w w Y C f6 m c O Q) w co 01 Q c c O CL v O O LL I I 0 I 0 0 Y m Q I I I I i I I I I I I I I I I I I I 1 I I I 1 I �.,Ooo I I I I I I I I I I 1 I I I I m In N Ln r-1 U'1 O Ln N Ln e-i Ln O Ln r-I ll1 i--1 U'1 i--I Ul i--1 (:}) U01jena13 0 0 0 CA 0 00 O n F O C �p 0 0 Ln 0 0 M 0 N Ln 0) Ln 00 V a' r-I c-1 -1 r r r 00 N Ln n m co D Ln to M Ln N N m Ln .- M In O N -1 n o� -4 N -i -i N N -4 -4 -11-4 U m L1 C Q O C O Y_ > Q) — 5 Y .Y LLI O C O N m W 0 C m f0 m m 0t O 'ate Q � is N Y L Q J c is Q > O .2 () 0) m i Q) a+ 01 � CL a u a) ~ Q 3 3 a` '6 a` "6 (U c Q' E c C O O x CO m m L.L. 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Y GJ N 0J U � C 7 Q: pq O •ice G u Lao+ N r D c O v w Z3 w Y C m m C O .Y ra > LL (Q L Q O L Q_ O O LL I I r'I C� L I 0 C) } Y m Q I v v L,; a �r v -1 (34) U01jenal3 0 rn O 00 14 0 O Q Ln -4 0 mr !'I O M O N 14 `r c 0 N • a ■ en 3 ■ s F I O F 0 Q x Cfl F a Q d u V y R 3 0 0 w i W N 00 O a-J u1 m d F- r- D U � fp N cn �a i a) W O L to a c _ •Q c� E C: 15 +- O 'bn }+ C 0 � 0 00 le r-I rl ( i T rl7 T 7 r7r r� .--� (U) 1 OUL VA3 1.7 IV le IMO O O 00 O O O 00 O O r 0 O O w oz tno O O O `D O O O O 0 0 N .x x* _ X+ + x + -+XX - - -- -- - — #x - - -- - - - - +x +�# x -- X++ xX x + x + +xX x- - -- + x {X - - --t- - - -- i - + X X + + x - - -- - -k -K +x + Y lt*� • x+ + X x ■ ++ x + x x+ +x - +X + x + -+X + x +X + x iX + x x + x +• x -- — - -1. ix x+ - -x + x x + q< x + xx - + x - -- - — +1 + x - - ++ x x-- -- - — + x x +x + + x x + + x X x ix + x x + x -- - -- -- - - + -x + — - - -- - - - - + X + X + X4-1- - - -- - - - - +X + + x x + x +, � 0 00 le r-I rl ( i T rl7 T 7 r7r r� .--� (U) 1 OUL VA3 1.7 IV le IMO O O 00 O O O 00 O O r 0 O O w oz tno O O O `D O O O O 0 0 N Stream Monitoring Photos Photo Station S1 — Stream channel looking downstream at cross - section 1 Station 48 +81 (5/4/2010 Year 0) Photo Station S2 — Stream channel looking downstream at cross - section 2 Station 50 +30 (5/4/2010 Year 0) Photo Station S3 — Stream channel looking downstream at cross - section 3 Station 54 +98 (5/4/2010 Year 0) Photo Station S4 — Stream channel looking downstream at cross - section 4 Station 59 +09 (5/4/2010 Year 0) Photo Station S5 — Stream channel looking downstream at cross - section 5 Station 62 +87 (5/4/2010 Year 0) Photo Station S6 — Stream channel looking downstream at cross - section 6 Station 65 +44 (5/4/2010 Year 0) Photo Station S7 — Stream channel looking downstream at cross - section 7 Station 68 +24 (5/4/2010 Year 0) Photo Station S8 — Stream channel looking downstream at cross - section Station 74 +84 (5/4/2010 Year 0) Photo Station S9 — Stream channel looking downstream at cross - section 9 Station 75 +30 (5/4/2010 Year 0) Photo Station S10 — Stream channel looking downstream at cross - section 10 Station 80 +45 (5/4/2010 Year 0) Photo Station S11— Stream channel looking downstream at upper road crossing (4/26/2010 Year 0) Photo Station S12 — Stream channel looking upstream at upper road crossing (4/26/2010 Year 0) Appendix C - Vegetation Data U) > Q Q Q Q Q U J z z z z z Y U Y U Y U Y U Y U to (n (A (n fn O L C N c (0 c (0 c f0 C (0 Y a) E E E E E 0 0 0 0 0 (n (n (n (n (n (n (n (n (n (n (n (n C C C °c c M U U U U U U U U U op Ug f w w w N LO CL WU 7 1 U O aD 0 CO r- oQ 3aaQ3Q333333Q33Q3 M 0 0 0 L O 4:HH�HHHHHF_F_HF -F- Q � �• v d N N N � � N N N 'aO�+ Q C co C m •� r d M a) c C O C O c U NN C C c c ` .` C c C M •" M •1 a) M N .M C Co Y m CC c a L aaa M L a C m L C M 2) M M 0) M 'L 'L L 'C 1 C 'L C L .9.2- L L U d c a) C O L a) _ M c c O O U L a) O 0 C 0 c 0 c 0 _O C C\ C c C M C C\ C C m 'C m 'C a C m 'C M 'C M 'C ?� M C -O C -0-0 c c co C Cp M -O M (n C M M M M M M -6 M M M M M C a) "M O a a) c P_- °- a .a .9 .a a) .CL a a a 2H2:32 0of Of w_ Z) Z) CL a) CL C: c c � c (0 C: c M c M c M •M co M a (a a M a a a L a) (O c L N C O L_ N M c O a) O 1 O 1 O E M M\ M c c\ C C c _ M C\ \\ 3-3 .2 +� U c 3 .- -._._ M M U C M c M c M 3._ M a c O c O c U m c@ M m c L M L M L M M M M N 2 a) a N c0 CL CL -Tim () O a a a 2 H 2 Z) 2 12 =) w x w 2 w 5 5 O d OrN Table 8 - CVS Metadata UT Jumping Run Creek Stream and Wetland Restoration - EEP #92345 Report Prepared By Kristin Weidner Date Prepared 9/29/2010 15:16 Database name Stantec_UTJRC2010_A.mdb Database location U: \175613003 \UT Jumping_Run \project \site data \monitoring Computer name WEIDNERK File size 35987456 DESCRIPTION OF WORKSHEETS IN THIS DOCUMENT Metadata Description of database file, the report worksheets, and a summary of project(s) and project data. Proj, planted Each project is listed with its PLANTED stems per acre, for each year. This excludes like stakes. Proj, total stems Each project is listed with its TOTAL stems per acre, for each year. This includes live stakes, all planted stems, and all natural /volunteer stems. Plots List of plots surveyed with location and summary data (like stems, dead stems, missing, etc.). Vigor Frequency distribution of vigor classes for stems for all plots. Vigor by Spp Frequency distribution of vigor classes listed by species. Damage List of most frequent damage classes with number of occurrences and percent of total stems impacted by each. Damage by Spp Damage values tallied by type for each species. Damage by Plot Damage values tallied by type for each plot. Planted Stems by Plot and Spp A matrix of the count of PLANTED living stems of each species for each plot; dead and missing stems are excluded. PROJECT SUMMARY Project Code 92345 Project Name UT to Jumping Run Creek Description stream and wetland restoration River Basin Length(ft) Stream -to -edge width (ft) Area (sq m) Required Plots (calculated) Sampled Plots 12 Table 9 - CVS Vigor by Species UT Jumping Run Creek Stream and Wetland Restoration - EEP #92345 Species 4 3 2 1 0 Missing Unknown Aronia arbutifolia 2 Chamaecyparis thyoides 12 Diospyros \irginiana 5 Fraxinus pennsylvanica 11 Nyssa biflora 17 2 Persea borbonia 1 Persea palustris 1 2 Pinus palustris 4 1 Quercus falcata 2 Quercus lyrata 4 Quercus nigra 1 Quercus phellos 9 3 Taxodium distichum 7 Quercus 1 12 1 Liriodendron tulipifera 11 1 Magnolia virginiana 8 3 1 Unknown 1 TOT:17 931 26 31 1 Table 10 - CVS Vegetation Damage by Species UT Jumping Run Creek Stream and Wetland Restoration - EEP #92345 �y oc 0 v? o CP Go co Jr Aronia arbutifolia Red Chokeberry 0 2 Chamaecyparis thyoides Atlantic white cedar 0 12 Diospyros virginiana common persimmon 0 5 Fraxinus pennsylvenica green ash 0 11 Liriodendron tulipifera tuliptree 01 12 Magnolia virginiana sweetbay 1 11 1 Nyssa biflora swamp tupelo 0 19 Persea borbonia redbay 0 1 Persea palustris swamp bay 0 3 Pinus palustris longleaf pine 0 5 Quercus oak 0 14 Quercus falcata southern red oak 0 2 Quercus lyrata overcup oak 0 4 Quercus nigra water oak 0 1 Quercus phellos willow oak 0 12 Taxodium distichum bald cypress 0 7 Unknown 0 1 TOT: r1l 7 16 1 122 1 Table 11 - CVS Vegetation Damage by Plot UT Jumping Run Creek Stream and Wetland Restoration - EEP #92345 `0 0. JCw CC 92345 -01 -0001 1 13 1 92345 -01 -0002 0 7 92345 -02 -0003 0 11 92345 -02 -0004 0 7 92345 -02 -0005 0 15 92345 -02 -0006 0 14 92345 -02 -0007 0 9 92345 -02 -0008 0 8 92345 -02 -0009 0 8 92345 -02 -0010 0 10 92345 -02 -0011 0 11 92345 -02 -0012 0 9 TOT: 12 1 122 1 N V c �a 0 IL N E r N V r C a. N U m N r Q1 H -o AO Sys It M Z co r O In Z Sys O V co N O N ;O/gr co SZ6 co LO N e- N M CD �AY s$zs LO LO co N 7 Z la s�k S N to 1-. co co �s ;pAy V <- N r N r LO (a N M r n co N (ads j0� �6 L (0 �a LO M N to N cM N N M o0 E, s �o Pfd � Aft(p� N N E N N � M M 0 v N v N � f— M N r y N m n � say TO O .L f0 C C �Cp > 5 C m m ,n v, 7 s V C C O) f6 O :3 2 a+ � N N (Q �- m Q) m O �, N = a0i m o .0 m a m m o N fA N > N > N >? E C 3 Q U) O E O_ C f`Q -a c m Q) Q) N U U O O U � p °�G J c U O U- C J m 2 �+ Z13- N O a C a 7 U 7 0 7 C31 7 0 7 1 0 1 C Z) I �. vi 0 O F Table 12b - Random Transect Planted Stems by Transect and Species UT Jumping Run Creek Stream and Wetland Restoration - EE #92345 Species RT1 RT2 RT3 RT4 RT5 Quercus sp 5 4 3 4 Quercus nigra (container) 1 Ilex glabra 1 Persea palustris 1 1 Nyssa biflora 3 1 Carpinus caroliniana 1 1 Magnolia virginiana 3 1 Chameocyparis thyoides 1 Quercus lyrata 1 Taxodium distichum 7 Quercus lyrata (container) 1 Nyssa biflora (container) 1 Unknown 1 3 1 Quercus phellos 1 Cercis canadensis 1 Cornus florida 2 4 Fraxinus pennsylvanica 5 Quercus nigra 1 Pinus palustris 1 Total: 16 10 6 12 17 Stems per acre 648 405 243 486 688 Vegetation Monitoring Plot Photos Photo Station V1 - Veg Plot 1 looking west (4/26/2010 Year 0) Photo Station V2 - Veg Plot 1 looking southwest (4/26/2010 Year 0) Photo Station V3 - Veg Plot 2 looking south (4/26/2010 Year 0) Photo Station V4 - Veg Plot 2 looking southeast (4/26/2010 Year 0) Photo Station V5 - Veg Plot 3 looking southeast (4/26/2010 Year 0) Photo Station V6 - Veg Plot 3 looking east (4/26/2010 Year 0) Photo Station V7 - Veg Plot 4 looking northwest (4/26/2010 Year 0) Photo Station V8 - Veg Plot 4 looking west (4/26/2010 Year 0) Photo Station V9 - Veg plot 5 looking southwest (4/26/2010 Year 0) Photo Station V10 - Veg plot 5 looking south (4/26/2010 Year 0) Photo Station V11 - Veg plot 6 looking northeast (4/26/2010 Year 0) Photo Station V12 - Veg plot 6 looking north (4/26/2010 Year 0) Photo Station V13 - Veg plot 7 looking north (4/26/2010 Year 0) Photo Station V14 - Veg plot 7 looking northwest (4/26/2010 Year 0) A� _�.-� .. � �r - i � {, yak` �� F �'��.; O �� 'Y�� f � yY N1 P ;` , 1r iYR t� J Y. .. �� . _ a. 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