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HomeMy WebLinkAbout20090134 Ver 1_U-3826 Daniel's Street - Year 6 Report_20180417AN N UAL REPORT FOR 2017 Daniel's Street Extension Wetland Mitigation Site Edgecombe County TIP No. U-3826 COE Action ID: SAW 2009-00101 NCDWR: 20090134 Prepared By: Environmental Analysis Unit & Roadside Environmental Unit North Carolina Department of Transportation December 2017 TABLE OF CONTENTS SUMMARY...................................................................................................................... 1 1.0 INTRODUCTION .................................................................................................. 2 1.1 Project Description ..................................................................................... 2 1.2 Purpose ..................................................................................................... 2 1.3 Project History ........................................................................................... 2 1.4 Debit Ledger .............................................................................................. 2 2.0 HYDROLOGY .......................................................................................................4 2.1 Success Criteria ......................................................................................... 4 2.2 Hydrologic Description ............................................................................... 4 2.3 Results of Hydrologic Monitoring ............................................................... 4 2.3.1 Site Data ......................................................................................... 4 2.3.2 Climatic Data ................................................................................... 5 2.4 Conclusions ............................................................................................... 5 3.0 VEGETATION ...................................................................................................... 8 3.1 Success Criteria ......................................................................................... 8 3.2 Description of Species ............................................................................... 8 3.3 Results of Vegetation Monitoring ............................................................... 9 3.4 Conclusions ............................................................................................... 9 4.0 OVERALL CONCLUSIONS/RECOMMENDATIONS .......................................... 10 LIST OF FIGURES Figure 1. Site Location Map ...................................................................................... 3 Figure 2. 2017 Hydrologic Monitoring Results .......................................................... 6 Figure 3. 30-70 Percentile Graph 2017 ..................................................................... 7 LIST OF TABLES Table 1. 2017 Hydrologic Monitoring Results .......................................................... 5 Table 2. 2012-2017 Hydrologic Monitoring Results ................................................. 5 Table 3. Vegetation Monitoring Statistics ................................................................. 9 APPENDICES APPENDIX A GROUNDWATER AND SURFACE WATER GAUGE DATA APPENDIX B SITE PHOTOS, PHOTO STATIONS, AND PLOT LOCATIONS MAP SUMMARY The following report summarizes the wetland monitoring activities conducted during 2017 at the Daniel's Street Extension mitigation site. This site, located adjacent to the SR 1537 Daniel's Street Extension from Baker Street (SR 1518) to US 258 near Tarboro, was designed and constructed during 2011 by the North Carolina Department of Transportation (NCDOT) in order to provide mitigation for wetland impacts associated with the construction of Transportation Improvement Program (TIP) number U-3826. This report provides the monitoring results for the sixth formal year of monitoring (Year 2017). The site must demonstrate hydrologic and vegetation success for a minimum of seven years or until the site is deemed successful. The site hydrology is monitored with three groundwater gauges including two gauges in the restoration area and one reference gauge in the adjacent wetland area. All three of the groundwater gauges met the jurisdictional criteria for wetland hydrology (>12.5% of the growing season) in 2017. Two vegetation plots were established to monitor the trees planted in the 0.864 acre restoration site. The 2017 vegetation monitoring revealed an average density of 638 trees per acre, which is well above the minimum success criteria of 260 trees per acre. NCDOT will continue hydrologic and vegetation monitoring at the Daniel's Street Extension mitigation site in 2018. 1.0 INTRODUCTION 1.1 Project Description The following report summarizes the wetland monitoring activities that have occurred during 2017 at the Daniel's Street Extension mitigation site. The site is located adjacent to the SR 1537 Daniel's Street Extension from Baker Street (SR 1518) to US 258 near Tarboro (Figure 1). The site was constructed to provide mitigation for wetland impacts associated with U-3826 in Edgecombe County. This site provides 0.864 acre of riverine wetland restoration. 1.2 Purpose In order to demonstrate successful mitigation, hydrologic and vegetative monitoring must be conducted for a minimum of seven years or until success criteria are satisfied. Success criteria are based on guidelines for wetland mitigation as stated in the mitigation plan. Criteria for hydrologic conditions and vegetation survival are included in these documents. The following report details the results of hydrologic and vegetation monitoring during the 2017-growing season at the Daniel's Street Extension mitigation site. 1.3 Project History June 2011 February 2012 February 2012 March-November 2012 August 2012 March-November 2013 June 2013 March-November 2014 August 2014 March-November 2015 June 2015 March-November 2016 August 2016 June 2017 March-November 2017 1.4 Debit Ledger Site Constructed Gauges Installed Site Planted Hydrologic Monitoring (Year 1) Vegetation Monitoring (Year 1) Hydrologic Monitoring (Year 2) Vegetation Monitoring (Year 2) Hydrologic Monitoring (Year 3) Vegetation Monitoring (Year 3) Hydrologic Monitoring (Year 4) Vegetation Monitoring (Year 4) Hydrologic Monitoring (Year 5) Vegetation Monitoring (Year 5) Vegetation Monitoring (Year 6) Hydrologic Monitoring (Year 6) The entire Daniel's Street Extension mitigation site was used for the U-3826 project to compensate for unavoidable wetland impacts. 2 . 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Areas inundated less that 5% of the growing season are classified as non- wetlands. Areas inundated between 5% and 12.5% of the growing season can be classified as wetland depending upon factors such as the presence of hydrophytic vegetation and hydric soils. The growing season in Edgecombe County begins March 21 and ends November 10. These dates correspond to a 50% probability that temperatures will remain above 28° F or higher after March 21 and before November 10. The growing season is 233 days; therefore hydrology for 12.5% of the growing season is at least 29 consecutive days. Local climate must represent average conditions for the area in order for the hydrologic data to be valid. 2.2 Hydrologic Description Three groundwater monitoring gauges are used to record site hydrologic data including two in the restoration area and one reference gauge in the adjacent wetland area. The groundwater gauges are set to record daily water levels. The hydrologic response (groundwater) to rainfall events is evaluated using data provided by the North Carolina State Climate Office. Appendix A contains a plot of the water depth for each of the groundwater monitoring gauges for 2017. Precipitation events, provided by the State Climate Office, are included on each groundwater graph as bars. 2.3 Results of Hydrologic Monitoring 2.3.1 Site Data The total number of consecutive days that the groundwater was within twelve inches of the surFace was determined for each groundwater monitoring gauge. This number was converted into a percentage of the growing season. Table 1 presents the hydrologic results for 2017. Figure 2 is a graphical representation of the hydrologic monitoring results for 2017 4 Table 1. 2017 Hydrologic Monitoring Results M Gau�re g � 5°/a � 2 50�0 > 12.5% Actual % Dates of Success g DSGW-1 X 16.6 April 25 — June 2 DSGW-2 X 52.3 March 21 — July 21 DSREF-1 X 16.6 April 24 — June 2 *DSREF-1 is the reference gauge located in the adjacent wetland area. *Appendix A contains plots of surface and groundwater data during 2016. Table 2. 2012-2017 Hydrologic Monitoring Results Monitoring 2012 2013 2014 2015 2016 2017 Gauge Results Results Results Results Results Results DSGW-1 3.9 7.7 18.0 20.2 15.3 16.6 DSGW-2 44.2 45.9 73.0 36.9 14.9 52.3 DSREF-1 3.9 8.2 18.0 20.2 69.8 16.6 Climate Average Average Average Avg./Above Avg./Above Average Conditions Rainfall Rainfall Rainfall Average Average Rainfall Rainfall Rainfall 2.3.2 Climatic Data Figure 4 is a comparison of monthly rainfall for the period of January 2017 through November 2017 to historical precipitation (collected between 1985 and 2014) for the Upper Coastal Plain Research Station in Edgecombe County. This comparison gives an indication of how 2017 relates to historical data in terms of climate conditions. The NC State Climate Office provided all local rainfall information. For the 2017-year, January, July, and October experienced average rainfall. February, September, and November recorded below average rainfall while March, April, May, June, and August recorded above average rainfall. Overall 2017 experienced an average rainfall year. 2.4 Conclusions The 2017 year represents the sixth full growing season that hydrologic data has been collected on the Daniel's Street Extension mitigation site. All three of the groundwater monitoring gauges met the jurisdictional criteria for wetland hydrology (>12.5% of the growing season) for the 2017 monitoring year. NCDOT will continue to monitor the hydrology at the Daniel's Street Extension mitigation site in 2018. 5 � � � � ��a�}="� � �; ._ � M'DROLOGIC G.AUGE Iv10NITORING RESULTS �, L�3828 Danie�s 5treet Extension �v1 itigatian Site I� �� '� Edgecambe County, North Caralina I �: i /y /y/y /yry p/y/y /y/y /�/y/y f� � + 41 24141 �UU U4141 �_24141 �.U4JU ��� �' Feet Figure 2. 2017 Hydrologic Monitoring Results 0 � Vt� E s �.� a.� a�nl@I'� �t�@@t ��-i€� 6���h T�rbora, NC Monthly Preclpltatlon G.if Na�u'��B De�'��B Ja�n'��' Feb'��' �iar'��' �.pr'�7 �1�y'�1T Jun'��' Jul'��' �.u�'��' �ep'��' ��i'��' Na�u'��' DATE � 2016 Rainfall � 201i Rainfall i0th Percentile 30th Percentile Figure 3. 30-70 Percentile Graph 2017 � 3.0 VEGETATION: DANIEL'S STREET EXTENSION MITIGATION SITE (YEAR 6 MONITORING) 3.1 Success Criteria ACOE success criteria states that tree species composition shall be based on reference wetlands adjacent to the project site. Vegetation success shall be measured by survivability over a 7-year period. Survivability shall be based on 260 planted stems/acre after seven years. NCDWQ success criteria states that vegetation success shall be measured by survivability over a 3-year monitoring period. Survivability will be based on 320 stems/acre after three (3) years. A survey of vegetation during the growing season shall be conducted annually over the three-year monitoring period and submitted to the NC Division of Water Quality. If the surviving vegetation densities are below the required thresholds after three-year monitoring period, the site may still be declared successful at the discretion of and with written approval from the NC Division of Water Quality 3.2 Description of Species The following tree species were planted in the Wetland Restoration Area: Taxodium distichum, Baldcypress Betula nigra, River Birch Nyssa aquatica, Water Tupelo Quercus nigra, Water Oak 0 3.3 Results of Vegetation Monitoring Table 3. Vegetation Monitoring Statistics �-, a� � � � C � .� � ,-� � rn � � �" y � � � � � � � � N � � � � � �k C� y y �, �--� � •� � � � � � � � � I� �1 � '� �i E-� [--� A 1 17 9 3 10 39 39 680 2 20 8 2 13 43 49 597 Year 6 Average Density 638 Year 5 Average Density 638 Year 4 Average Density 593 Year 3 Average Density 591 Year 2 Average Density 637 Year 1 Average Density 666 Site Notes: A wrack line was visible on the trees within Vegetation Plot 1. Vegetation Plot 2 had approx. 1.5 feet of water at the time of the monitoring evaluation. Other species noted onsite included sweetgum, pine, sycamore, volunteer bald cypress, black willow, woolgrass, red maple, Juncus sp., volunteer river birch, wax myrtle, green ash, and various grasses. 3.4 Conclusions There were 2 vegetation monitoring plots established throughout the wetland restoration area. The 2017 vegetation monitoring of the site revealed an average tree density of 638 trees per acre for Year 6. This average is well above the minimum success criteria of 260 trees per acre after Year 6. NCDOT proposes to continue monitoring vegetation at the Daniel Street Mitigation Site in 2018. 0 4.0 OVERALL CONCLUSIONS/ RECOMMENDATIONS The 2017 year represents the sixth year that hydrologic and vegetation data have been collected on the Daniel's Street Extension mitigation site. All three of the groundwater monitoring gauges met the jurisdictional criteria for wetland hydrology (>12.5% of the growing season) during the 2017 growing season. There were two vegetation monitoring plots established throughout the wetland restoration area. The 2017 vegetation monitoring revealed an average density of 638 trees per acre, which is well above the minimum success criteria of 260 trees per acre. NCDOT will continue hydrologic and vegetation monitoring at the Daniel's Street Extension mitigation site in 2018. 10 APPENDIX A DEPTH TO GROUNDWATER CHARTS 1� 5 0 Danlel's Street DS�3W�1 -�� -4� �. � �. r. r. r.. r,. � �. �. ,� r.. ti. r�. �. �►. r.. r. r. F. � �. ti r. � � ¢ � r r � r � s� r � � � e-� f e-� �r r r, f � � � � � ` ` � � � � � � � � '. a � � ' � � r � �j � � � � � � � � � � � C r N r N r CV p N � � � � *' N +" � C ++ o� � Rain Gauge EBD4B8i ------- Required Depth 3 2 � D �� 5 0 Danlel'� Street DS�3W-2 -�� -�� -41� �►. �►. �. r. r. r. r. r�. r�. r� r� �►. �►. �►. �►. �►. � � � � � � � � � � � � � � � � � � � 5 5 �j � � ��y � � r � L�y � � r O r N r� ++ L� O N � r C � o� � Rain Gauge 9BEBFFD ------- Required Depth � � � � �. �. � � � � � � � � � � ��� ��� r Ly r � � p t .. B � 5 4 a �� � 0 Danlel'� Street Reference �3aupe DSREF�I -�� -�� -41� �.. r.. r►. r� n. r. �. �. �. A. r.. ti. r� n. w. �.. r- i. i. r- r.. �.. r. r. 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