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HomeMy WebLinkAbout20021794 Ver 1_Complete File_20001221> NORTH CAROLINA DEPARTMENT OF • ENVIRONMENT AND NATURAL RESOURCES NCDENR V DIVISION OF WATER QUALITY \ December 18, 2000 Mr. David Le on IW ( j 5 JAMES B. HUNT JR. Field Office Manager, Regulatory Branch - - GOVERNOR Department of the Army Wilmington District, Corps of Engineers P.O. Box 1000 Washington, NC 27889 'tte ,I L::;.rwl BILL HOLMAN SECRETARY Dear Mr. Lekson, Re: Action ID No. 199910477 / Neu-Con Mitigation Bank KERR T. STEVENS Greene, Lenoir, and Jones Counties DIRECTOR This correspondence references the Banking Instrument (MBI) for the Neu-Con Wetlands/Stream Mitigation Bank being proposed by Environmental Banc and Exchange, LLC. Although at this time, the Division approves of the "Umbrella-banking" concept, our policy of not signing an MBI without an approved site-specific restoration plan remains. We would like to take the opportunity, though, to comment on the proposed MBI. (1) DWQ recommends the use of the Credit Formula (DWQ, 1999) in determining number of available credits. The advantage of this process wraps up all site acres into the credit make-up. (2) In section III. E. 4, the addition of word perennial to all waterways (streams, ditches). (3) Section III. G, DWQ does not support a phased approach to restoration. We want to see all land in the Bank acquired and protected by Conservation Easement as quick as possible. DWQ believes protected land should not revert back to unprotected. (4) Section IV. B, Access to the site must also be granted to holder (grantee) of the Conservation Easement. (5) Section IV. E. 1. (a), Note that State requires 1:1 ratio so release of preservation credit will correspond to restoration credit release (ex. With signing of MBI, only 15% of restoration acres are available so 15% restoration acres multiplied by 5 will give you amount of preservation that is readily available). (6) Credit Release Schedule-In V-5th year, credit is released after success criteria is met. Final 25% after MBRT has dpproved. (7) Section IV. E. 1. (b), 30 days is not sufficient amount of time to review, suggest 60 days. (8) Section V. D. 1, Hydrologic data should be collected from site and reference site continuously. Report should reflect yearly data. The Division remains committed to the establishment of high-quality private mitigation banks. Private banks should not only address compensatory mitigation, but also help address problems within the watershed. With this approach, private mitigation banking not only fulfills its regulatory role but also a critical environmental role. +1 a, s YH WETLANDS RESTORATION PROGRAM 1619 MAIL SERVICE CENTER, RALEIGH, NC 27699-1 6 1 9 website: h2o.enr.state.mus PHONE 919-733-5208 FAX 919.733-5321 AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER Sincerel , Jeff rek, DWQ cc: John Dorney, Wetlands/401 Unit, DWQi Jim Mulligan, Regional Supervisor, Washington Deborah Sawyer, Washington Regional Office, DWQ Bennett Wynne, NCWRC Kelly Williams, CAMA Howard Hall, USFWS Kathy Matthews, EPA George Kelly, EBX I Neu-Con Umbrella Wetland and Stream Mitigation Bank Alexander Wetland Mitigation Site Annual Monitoring Report For 2003 (Year 1) Environmental Banc 8v Exchange, LLC Managers, Bankers, and Traders of Environmental Rights "we I vi west i w the EVI'V ro wwKe vt t'I WETLANDS/ 401 GRO()P NO V 1 4 2003 WATER QUALI7Y SECT)(,,.: TABLE OF CONTENTS SUMMARY .................................................................................................................................... 1 INTRODUCTION ........................................................................................................................ .. 2 1.1 PROJECT DESCRIPTION ............................................................................................ .. 2 1.2 PURPOSE ...................................................................................................................... .. 2 1.3 PROJECT HISTORY AND SCHEDULE ..................................................................... .. 3 HYDROLOGY ............................................................................................................................... 5 2.1 SUCCESS CRITERIA ..................................................................................................... 5 2.2 DESCRIPTION OF HYDROLOGIC MONITORING EFFORTS ................................. 5 2.3 RESULTS OF HYDROLOGIC MONITORING ............................................................ 7 2.3.1 Site Data .................................................................................................................... 7 2.3.2 Climatic Data ............................................................................................................ 9 2.4 HYDROLOGIC CONCLUSIONS .................................................................................. 9 VEGETATION ............................................................................................................................. 10 3.1 SUCCESS CRITERIA ................................................................................................... 10 3.2 DESCRIPTION OF SPECIES AND MONITORING PROTOCAL ............................. 10 3.3 RESULTS OF VEGETATIVE MONITORING ............................................................ 11 3.4 VEGETATION CONCLUSIONS ................................................................................. 11 REFERENCE SITE CONDITIONS ............................................................................................. 12 OVERALL CONCLUSIONS AND RECOMMENDATIONS .................................................... 13 WILDLIFE OBSERVATIONS .................................................................................................... 13 VEGETATION OBSERVATIONS .............................................................................................. 13 LIST OF FIGURES FIGURE 1. PROJECT LOCATION - ALEXANDER MITIGATION SITE ..............................4 FIGURE 2. ALEXANDER WETLAND MITIGATION SITE AS-BUILT DRAWING ............6 FIGURE 3. 2003 GROUNDWATER GAUGE DATA GRAPH ..................................................8 FIGURE 4. COMPARISON OF REFERENCE WETLAND DATA TO RESTORATION SITE DATA ............................................................................................................12 LIST OF TABLES TABLE 1. HYDROLOGIC MONITORING RESULTS FOR 2003 (YEAR 1) ...........................7 TABLE 2. COMPARISON OF AVERAGE RAINFALL TO OBSERVED RAINFALL ........... 9 TABLE 3. TREE SPECIES PLANTED WITHIN THE ALEXANDER WETLAND RESTORATION AREA ............................................................................................10 TABLE 4. 2003 VEGETATION MONITORING PLOT SPECIES COMPOSITION ............... 11 TABLE 5. VOLUNTEER TREE SPECIES IDENTIFIED IN THE ALEXANDER WETLAND RESTORATION AREA ........................................................................11 LIST OF APPENDICES APPENDIX A. HYDROGRAPH DATA APPENDIX B. PHOTO LOG ANNUAL MONITORING REPORT FOR 2003 (YEAR 1) Alexander Wetland Mitigation Site November 2003 SUMMARY This Annual Report details the monitoring activities performed during the 2003 growing season on the Alexander Wetland Mitigation Site. The data represent results from the first year of hydrologic and vegetation monitoring. The design for the Alexander Wetland Mitigation Site involved the restoration of a non-riverine wet hardwood forest system as described by Schafale and Weakley (1990). In these types of systems, the wet hardwood flats are dominated by bottomland hardwood species that are found on flats not typically flooded by rivers or tides. These communities may grade to small stream swamp at the heads of drainages. After construction, it was estimated that 18.5 acres of wetland hydrology were restored, with an additional 0.9 acres of wetland created and 2.15 acres of wetland were preserved. This Annual Report presents the data from three wetland monitoring stations, as specified in the approved mitigation plan for the site. Two stations are equipped with manual groundwater gauges (A-M1 and A-M2) and the remaining station is equipped with an automated gauge (A- A1) and a manual calibration gauge. Additionally, the gauges are points from which photographs are taken and referenced. Weather station data from the Snow Hill Weather Station are used in conjunction with a manual rain gauge located on the site to document climatic conditions. To date, both rainfall gauges corroborate that the total rainfall was over eight inches above average for the period between the first of March and the middle of October. Findings from the groundwater and vegetation monitoring stations for the first growing season after construction are presented. In 2003, all three groundwater monitoring stations met the hydrologic success criteria based on the data collected. During this period, higher than normal rainfall amounts were documented. In accordance with the approved mitigation plan, four vegetation plots, 0.1 acre in size, are used to document the success of planted trees on the mitigation site. The vegetation monitoring indicated an average survivability of over 440 stems per acre, which is on a trajectory to achieve the initial vegetation survival criteria of 320 stems per acre after the third growing season. The average survivability included isolated areas (totaling approximately one acre) with high mortality due to the species incompatibility with the restored hydrology. This mortality was observed where oaks were planted in areas that have longer hydroperiods; the areas are scheduled to be replanted with cypress and swamp gum. Existing dead trees will be replaced with the aforementioned wetter species. INTRODUCTION 1.1 PROJECT DESCRIPTION Located in Greene County, North Carolina, the entire Alexander Wetland Mitigation Site parcel encompasses 28 acres. It is situated approximately five miles east of the town of Snow Hill, off of State Road 1490 (Figure 1). This project provides compensatory mitigation for wetland impacts associated with NC Department of Transportation projects within the resident hydrologic unit. The Alexander Site was designed to restore a non-riverine wet hardwood forest system as described by Schafale and Weakley (1990). Construction, planting, and installation of groundwater and rain gauge monitoring equipment were all completed in March 2003. This report documents the first year of monitoring for the site. The Mitigation Plan predicted that approximately 18.5 acres of wetlands restoration and 2.4 acres of wetland creation were available on the site. Restoration practices were implemented on an area that was surveyed and verified at 18.5 acres, and the amount of created wetlands was 0.9 acres. Because of the wet conditions during construction, it was difficult to move fill material from one area of the site to another. For this reason, the non-hydric soil area in the lower southwestern corner of the site that was originally targeted for wetland creation was left ungraded, resulting in only 0.9 acre of creation instead of the targeted 2.4 acres. An additional 2.15 acres of existing wetlands were preserved on the western side of the mitigation site through the conservation easement placed on the entire mitigation site. 1.2 PURPOSE Monitoring of the Alexander Site is required to demonstrate successful mitigation based on the criteria described in the Mitigation Plan and the Neu-Con Umbrella Wetland Mitigation Bank Instrument, and through a comparison to reference site conditions. Both hydrologic and vegetation monitoring are conducted throughout the growing season. Success criteria must be met for five consecutive years. This Annual Report details the results of the hydrologic and vegetation monitoring for 2003 (Year 1) at the Alexander Mitigation Site, which represents the first year of monitoring following construction. 2 1.3 PROJECT HISTORY AND SCHEDULE May 2000 Pre-Restoration Monitoring Gauges Installed March 2003 Approved Mitigation Plan March 2003 Construction Began March 2003 Construction Completed March 2003 Post-Construction Monitoring Plots Established March 2003 Planting Completed April 2003 As-Built Report Submitted November 2003 1St Annual Monitoring Report November 2004 (scheduled) 2nd Annual Monitoring Report November 2005 (scheduled) 3rd Annual Monitoring Report November 2006 (scheduled) 4th Annual Monitoring Report November 2007 (scheduled) 5th Annual Monitoring Report 3 Environmental Banc & Exchange, LLC Managers, Bankers and Traders of Environmental Rights --Finding Enuironmentol Solutions through Economic Incentives" www.ebxusa.com November 15, 2003 10055 Red Run Boulevard. Suite 130 Owings Mills. MD 21117-4860 410 356-5159 FAX 410 356-5822 8000 Regency Parway. Suite 200A Cary. North Carolina 27511 919 459-9039 FAX 919 463-5490 WETLANDS/ 401 GROUP NOV 1 4 2003 WATER QUALITY SECTION Circulatiorr Mitigation Bank Review Team ("MBRT') Members (list attached) Alexander Site - Nue-Con Wetland and Stream Mitigation Bank Re: Year 1 Monitoring Report Dear MBRT Members: Please find enclosed a copy of the Alexander Annual Monitoring Report for 2003 (Year 1). This Annual Monitoring Report is being submitted as directed by the approved Mitigation Banking Instrument ("MBI"). If you have any questions regarding this submittal, please call me at (919) 459-9039. Best regards, Tara Disy Allden Southeast Regional Manager \\7'l r ,rC? f ci 1-4 ":?v Circulation List Mr. Michael F. Bell Washington Regulatory Field Office Department of the Army Wilmington District Corps of Engineers PO Box 1000 Washington, NC 27889-1000 Phone: (252) 975-1616 Ms. Kathy Matthews U.S. Environmental Protection Agency Sam Nunn Atlanta Federal Center 61 Forsyth Street, S.W. Atlanta, GA 30303-8960 Phone: Work (404) 562- 9373 Mr. Todd StJohn NC DENR Division of Water Quality, Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone: (919) 733-9584 Mr. Travis W. Wilson Eastern Region Highway Project Coordinator Habitat Conservation Program NC Wildlife Resource Commission 1142 I-85 Service Rd. Creedmoor, NC 27522 Mr. Gary Jordan U.S. Fish and Wildlife Service 551F Pylon Drive Raleigh, NC 27606 (919) 856-4520 Mr. George Kelly EBX 10055 Red Run Boulevard, Suite 130 Owings Mills, MD 21117-4860 E-mail: georg-e@ebxusa.com Phone: (410) 356-5159 Fax: (410) 356-0464 Mr. Kevin Tweedy Buck Engineering 8000 Regency Parkway, Suite 200 Cary, NC 27511 E-mail: ktweedy@buckengmeerin?.com Phone: (919) 463-5490 Fax: (919) 463-5490 f ii Project Location Pitt s0N ® Environmental Banc and Exchange, LLC 01E k 10055 Red Run Boulevard, Suite 130 C? Owing Mills, MD 21117 elk P WAY E Figure 1.1 SCALE Project Location 1500 0 1500 3000 Feet 1 Alexander Mitigation Site 4 HYDROLOGY 2.1 SUCCESS CRITERIA As stated in the approved Mitigation Plan, the hydrologic success criteria for the site is restoration of the water table so that it will remain within 12 inches of the soil surface for at least 7% of the growing season (17 consecutive days). The day counts are based on the growing season for Greene County, which is 242 days long, beginning on March 16 and ending November 13, as determined from National Weather Service Wetlands Determination Tables (WETS) for the Greeneville 2, NC3638 station. The Mitigation Plan specified that data would be collected from manual and automated groundwater gauges. The Mitigation Plan further specifies that in order for the hydrologic data to be considered successful, the data must demonstrate wetland conditions are present in normal or dryer than normal conditions. For comparison, we have included monitoring data from the reference system identified in the Mitigation Plan because it demonstrates positive correlations between the restoration site and the natural hydrology of the target system. 2.2 DESCRIPTION OF HYDROLOGIC MONITORING EFFORTS Two manual groundwater gauges (A-M1 and A-M2), one automated Infinities groundwater gauge (A-Al), and one rain gauge were installed to monitor site hydrology (Figure 2). Groundwater gauges, both manual and automated, were installed to a minimum depth of at least 32 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 and rainfall totals are collected from the on-site rain gauge. Raw hydrograph data from monitoring gauges are presented in Appendix A. Monitoring stations were established across the site to document the restoration of wetland hydrology. Groundwater monitoring stations A-M1 and A-A1 were established on March 13 and groundwater monitoring station A-M2 was installed on April 16, 2003 to fulfill the monitoring requirements on the site. Monitoring data collected thus far have demonstrated that a range of hydrologic conditions have been successfully restored to the Alexander Site. LEGEND TREE LINE -- kE;--- - -- CONSERVATION EASEMENT - PUBLIC RIGHT-OF-WAY ----- - EDGE OF CONCRETE/ASPHALT ROAD - - - - TOP OF DITCH BANK BASELINE -+?- CONTOUR PROPERTY LINE p PHOTO POINT w WELL B BUCK CONTROL POINT R RAIN GAUGE RESTORED WETLAND AREA CREATED WETLAND AREA A%% e z r 0 15+50 13+00 `+V f10 AUTO WELL AND /,,PHOTO POINT lJ EXISTING WETLAND AREA O REFERENCE WELL I PLAN VIEW OF ' Asawir CONDYT ows GETATI d•IU LL'4° PLOT NI ?$ TO POINT O MANUAL WELL 1 AND VEGETATION r oe'a'' PHOTO POINT PLOT02 r ooner ?.Oe a+-ee ,,.co .?? ``p'ro 1 1S BUCK Rpanry PaMaY5uM 2e0 tan. Nnm c.+anna ns++ 3.500 PF- 01"3-500 Far. }` 1 x'11 1l? 1 g1R` a ,1} % y 0 a1Ae 3,ro ' ?? ' $ 1; 6 yVO G ON s T#3 J $8 }?? y1 11 os +eY-? r a ? •NE FENCE qNS 4ONG WOGS ROM POWER POE ? N 5047.1 TBM E 5024.4340 E 4912.4281 EL 500 ?? Ab J}p0 2?.p0© 1.N00 aeae iM Ks Tp --.?? \ ' ay5.0e s+s+?o Mao Alz-v AQ- -tea ---.?e^ lob" Mem "' ?ro ew no+ru ^vr`t.r!..r^, ,•n ,r., Win, }} h 3 ti I' al »I I? Ilo I SITE CONT 41 .. III ?h E 4894.833 E 4654.986 60 30 0 60 120 FEET 2.3 RESULTS OF HYDROLOGIC MONITORING 2.3.1 Site Data The following hydroperiod statistics were calculated for each monitoring station during the growing season: 1) most consecutive days that the water table was within twelve inches of the surface; 2) total number of days 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. The results of these calculations are presented in Table 1. Figure 3 provides a chart of the water depth for each of the monitoring gauges on the site; locations of each gauge are shown in Figure 2. Precipitation is shown across the top of the hydrograph in Figure 3. These graphs demonstrate the reaction at each monitoring location of the groundwater level to specific rainfall events. The site was designed to function with rainfall as its primary hydrologic influence. Monitoring has thus far demonstrated the influence of rainfall on site hydrology. During most site visits in the 2003 monitoring season, evidence of surface inundation was observed in areas across the monitored restoration area. Table 1. Hydrologic Monitoring Results for 2003 (Year 1). Percentage indicates percent of the growing season. Monitoring Station Most Consecutive Days Meeting Criteria' Cumulative Days Meeting Criteria2 Number of Instances Meeting Criteria3 A-A1 26 (11%) 152(63%) 13 A-M1 > 26 (11%) > 152 (63%) -13 A-M2 -26(11%) -152(63%) - 13 ' Indicates the most consecutive number of days within the monitored growing season with a water table less than 12 inches from the soil surface. 2 Indicates the cumulative number of days within the monitored growing season with a water table less than 12 inches from the soil surface. 3 Indicates the number of instances within the monitored growing season when the water table rose to less than 12 inches from the soil surface. a Groundwater gauge A-M1 is a manual gauge. Hydrologic parameters are estimated based on data from gauge A-Al. The data indicate that, in general, wetter conditions are experienced at the location of A- M1 than A-Al. 5 Groundwater gauge A-M2 is a manual gauge. Hydrologic parameters are estimated based on data from gauge A-Al. The data indicate that, in general, the hydrologic conditions at A-M2 are very similar to those documented at A-Al. 7 r N Q Q Q C C C O O O O O O I ? O N qt co O (ul) llelule?j M O O O M O 00 N ti O N N 0 M O co O O M O O O M O co N O LO CD LO N N M M O (ui) eoe}ing punoiLZ) o} 9AIJeJa?:j Ian9-1 J918M 14 a A a? bA r? V O M O O N M b?A Gz, 2.3.2 Climatic Data Table 2 is a comparison of the 2003 monthly rainfall to historical precipitation (collected between 1961 and 1990) for the Pitt County area. Data presented were collected from an automated weather station in Greenville, since no long-term weather data were available for Greene County. For the period of record in which rainfall measurements were collected on- site (March 14 through October 13), the rainfall total from the Snow Hill gauge (39.43 inches) correlates well with data collected from the onsite manual rain gauge (40.03 inches). In general, monthly rainfall amounts for the area were higher than average for the 2003 monitoring season, with the exceptions of the months of January, June, and August. This comparison gives an indication of how 2003 compares to historical data in terms of average rainfall. For the 2003 period of record shown, total rainfall was approximately seven inches higher than the long-term average. Monthly rainfall for October, November, and December 2003 were not available at the time that this report was compiled. Table 2. Comp arison of Average Rainfall to Observed Rainfall. Month Average 30% 70% Observed 2003 Precipitation January 4.22 3.16 4.93 1.10 February 3.75 2.78 4.4 5.64 March 3.86 2.86 4.52 5.85 April 3.33 1.97 4.04 5.75 May 4.33 2.86 5.19 10.0 June 4.85 3.06 5.85 1.73 Jul 5.27 3.57 6.29 11.57 August 6.26 3.96 7.55 2.72 September 4.25 2.38 5.17 2.98 October 3.01 1.63 3.68 N/A November 2.9 1.94 3.47 N/A December 3.3 2.13 3.97 N/A 2.4 HYDROLOGIC CONCLUSIONS Data collected from all the groundwater monitoring gauges on the Alexander Mitigation Site indicate that hydrologic success criteria have been met during the 2003 growing season. All gauges have demonstrated constant saturated conditions for greater than 7% of the growing season. In general, constant saturated conditions have been documented for approximately 11 % of the growing season, with cumulative saturated conditions for over 60% of the growing season. Although wetter than average conditions were experienced during 2003, the site has performed well and it is expected that wetland hydrology will be documented under more normal climatic conditions. 9 VEGETATION 3.1 SUCCESS CRITERIA The interim measure of vegetative success identified in the approved Mitigation Plan will be the survival of at least 320 3-year old planted trees per acre at the end of year 3 of the monitoring period. The final vegetative success criteria will be the survival of 260 5-year old planted trees per acre at the end of the monitoring period. Up to 20% of the site species composition may be comprised of volunteer species. Remedial action may be required should these species (e.g. Loblolly Pine (Pinus taeda), Red Maple (Acer rubrum), Sweet Gum (Liquidambar straciflua) present a problem and/or exceed the 20% composition. Construction of the site was completed in March 2003. Monitoring plots for tree survivability were located on March 18, 2003. Approximately 14,000 trees were planted over 18.5 acres. 3.2 DESCRIPTION OF SPECIES AND MONITORING PROTOCAL Table 3. Tree species planted within the Alexander Wetland Restoration Area. ID Scientific Name Common Name FAC Status 1 Fraxinus ennsylvanica Green Ash FACW 2 Nyssa biflora Swam Tupelo OBL 3 Nyssa sylvatica Black um FAC 4 Quercus laurifolia Laurel Oak FACW 5 Quercus michauxii Swam Chestnut Oak FACW- 6 Quercus phellos Coastal Willow Oak FACW- 7 Quercus shumardii Shumard Oak FACW- 8 Taxodium distichum Bald Cypress OBL The following monitoring protocol was designed to observe vegetative survivability. Four plots were established on the Alexander Mitigation Site, to monitor approximately 2% of the site. The vegetation monitoring plots were designed to be 0.1 acre in size, or 66 x 66 feet dimensionally. The plots were randomly located and randomly oriented within the wetland restoration area. Plot construction involved using metal fence posts at each of the four corners to clearly and permanently establish the area that was to be sampled. Then ropes were hung connecting all four corners to help in determining if trees close to the plot boundary were inside or outside of the plot. Trees immediately on the boundary, and trees just outside of the boundary that appear to have greater than 50% of their canopy inside the boundary were counted inside the plot. A piece of white PVC pipe ten feet tall was placed over the metal post on one corner to facilitate visual location of each sampling plot throughout the five-year monitoring period. All of the planted stems inside the plot were flagged to mark them as the planted stems, (rather than volunteer species) and to help in locating them in the future. Each stem was then tagged with a permanent numbered aluminum tag. 10 3.3 RESULTS OF VEGETATIVE MONITORING Table 4 presents stem counts for each of the monitoring stations. Each planted tree species is identified across the top row and each plot is identified down the left column. The numbers on the top row correlate to the ID column in Table 3. Trees are flagged regularly before they degrade. Flags are utilized because they will not interfere with the growth of the tree. Volunteer species are also flagged during this process. Table 4. 2003 Vegetation Monitoring Plot S ecies Com osition. Plot 1 2 3 4 5 6 7 8 Total Stem/ac Al 13 2 4 1 1 1 1 7 30 300 A2 13 7 7 7 4 3 6 4 51 510 A3 6 1 2 2 12 5 13 3 44 440 A4 1 0 4 2 12 0 33 0 52 520 Average Stems/Acre: 442 Volunteer species are also monitored throughout the five-year monitoring period. Table 5 presents the most commonly found woody volunteer species. The current volunteer count on the Alexander site is minimal, consisting mostly of sweetgums near the forest edges. Only a few volunteers were seen in the vegetation monitoring plots, and they were deemed too small to flag (less than 6 inches tall). Table 5. Volunteer Tree Species Identified in the Alexander Wetland Restoration Area. ID Species Common Name FAC Status A Liquidambar styraciflua Sweetgum FAC+ B Platanus occidentalis Sycamore FACW- C Acer rubrum Red Maple FAC D Carya spp. * Hickory E Fraxinus spp. * Ash * First year sapling; positive identification not possible 3.4 VEGETATION CONCLUSIONS Approximately 18.5 acres of this site were planted in non riverine wet hardwoods species in March 2003. There were four 0.1acre vegetation monitoring plots established throughout the planting area. The 2003 vegetation monitoring revealed an average tree density greater than 440 stems per acre. The average includes some mortality from inundated trees in Plot 1 and does not include volunteers. The replacement of certain non-surviving trees with species more compatible with minor inundation will put the site on a trajectory for meeting the minimum interim success criteria of 320 3-year old planted trees per acre by year three and the final success criteria of 260 5-year old planted trees per acre by year five. 11 REFERENCE SITE CONDITIONS ` 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 accessed to determine if there is a positive correlation between the performance of the restoration site and the natural hydrology of the reference site. Although appropriate hydrology was observed-at the site during the 2003 monitoring season, data from the reference site are compared to restoration site data in Figure 4 since rainfall totals were higher than normal. Data from the reference wetland groundwater gauge show a positive correlation with the automated and manual groundwater gauges located across the restoration site. The automated gauges from both the restoration site and the reference wetland show the similarity of the natural hydrology of the reference site and the restored hydrology of the Alexander Mitigation Site. Since the reference site is adjacent to the restoration site, the sites are subject to the same climatic conditions. so 2 c 4 6 10 5 c 0 -5 c C7 -10 0 -15 m -20 a? J ? -25 -30 -35 1_ - Ikk ,1'4.._ Ake f? \? - \ . . . V YL - Restoration A-A1 • Restoration A-M1 Restoration A-M2 - Reference Wetland 02/28/03 04/19/03 06/08103 07/28/03 Date Figure 4. Comparison of Reference Wetland Data to Restoration Site Data. 09/16/03 12 OVERALL CONCLUSIONS AND RECOMMENDATIONS • First year hydrologic monitoring data show that wetland hydrology criteria have been achieved. • Vegetation monitoring efforts have calculated the average number of stems per acre on site to be 442.5 which is an overall survival rate of almost 80% based on the initial planting count of 562.5 stems per acre. • Replacement of the non-surviving trees near Plot 1 with species more compatible with minor inundation, such as swamp blackgum and/or cypress. • Monitoring of vegetation and groundwater and surface water levels will continue. WILDLIFE OBSERVATIONS During the 2003 growing season, deer tracks were common during site visits. Rabbit and raccoon skat were observed on numerous occasions. Frogs are commonly found around the perimeters of more saturated areas that maintain ponded water for extended periods of time. Wading birds and herons have also been observed occasionally near these ponded areas. Crayfish chimneys can be found in many areas of the site. VEGETATION OBSERVATIONS After construction of the mitigation site a permanent ground cover seed mixture of Virginia wild rye (Elymus virginicus), switch grass (Panicum virgatum), and fox sedge (Carex vulpinoidea) was broadcast on the site at a rate of ten pounds per acre. These species and volunteering panic grass (Dicanthelium spp), rice cut grass (Leersia spp) and a bent grass (Agrostis spp) dominate the site, thought they pose no threat to the survival or health of the planted or naturally occurring hydrophytic vegetation. Hydrophytic herbaceous vegetation is also volunteering on site. Rush (Juncus effusus), sedge (Carex sp. & Cyperus sp.), tear-thumb (Polygonum sagittatum), giant cane (Arundinaria gigantean), and spike-rush (Eleocharis obtusa), all hydrophytic herbaceous plants, are frequently observed across the site particularly in areas of inundation. Cat-tail (Typha latifolia) is also on site. The presence of these herbaceous wetland plants helps to confirm the presence of wetland hydrology on the site. There are a few drier weedy species occurring on the site, though none seem to be posing any problems for the woody or herbaceous hydrophytic vegetation. The majority of the weedy species are annuals found on isolated hummocks and they are believed to pose very little threat to survivability of planted species. Weedy vegetation includes ragweed (Ambrosia artemisiifolia), partridge pea (Cassia fasciculata), and a sedge (Cyperus spp.). The hummock dynamic is consistent with the targeted wetland system. No vines or perennials were observed. Any threatening weedy vegetation found in the future will be documented and discussed. 13 APPENDICES (APPENDIX MATERIALS ARE INCLUDED ON ENCLOSED CD)