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HomeMy WebLinkAbout19990231 Ver 1_Monitoring Report_20101222CLEARWATER ENVIRONMENTAL CONSULTANTS, INC. 224 South Grove St, Ste F Hendersonville, NC 28792 (828) 698-9800 FAX (828) 698-9003 Ian McMillan NC Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 LETTER OF TRANSMITTAL CA-0?'3t DATE: 12.14.10 PROJECT: 308 ATTENTION: RE: Mitigation c, 11 \Y Lg w 2clo WETLa,11DE AND STORL 4TER EW CM WE ARE SENDING YOU ® ATTACHED ? UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS: COPIES DATE NO. DESCRIPTION 1 12.14.10 Nucor Mitigation Report THESE ARE TRANSMITTED AS CHECK BELOW: ? For approval ? Approved as submitted ? Resubmit copies for approval ? For your use ? Approved as noted ? Submit copies for distribution ? As requested ? Returned for corrections ? Return corrected prints ? For review and comment ? Materials returned after loan to us ? REMARKS: Enclosed is the wetland mitigation report for Nucor Steel. Please do not hesitate to call (828) 698-9800 if you have any further questions. COPY TO SIGNED: CLEARWATER ENVIRONMENTAL CONSULTANTS, INC. °?q-o'13 ? Prepared For: PLATE MILL Nucor Steel Post Office Box 279 Winton, North Carolina 27986 Monitoring Year 5 for 7-acre Created Wetland December 2010 Prepared By: CLfflrMter C1earWater Environmental Consultants, Inc. 224 South Grove Street, Suite F Hendersonville, North Carolina 28792 DFC V'?EjLRt?begNpgrpfi??aejc, B?CN Table of Contents EXECUTIVE SUMMARY 1.0 INTRODUCTION .........................................................................1 2.0 BACKGROUND ...................................................................•.......1 2.1 Location ..................................................................................... 1 2.2 Goals and Objectives ..................................................................... 2 2.3 Restoration Approach .................................................................... 2 2.4 History and Projected Schedule ......................................................... 3 2.5 Project Contacts ........................................................................... 4 3.0 VEGETATION MONITORING ............................................................. 5 3.1 Vegetation Monitoring Protocol ........................................................ 5 3.2 Vegetation Success Criteria ............................................................. 5 3.3 Vegetation Monitoring Results ........................................................... 6 4.0 HYDROLOGY MONITORING ........................................................ 6 4.1 Hydrology Monitoring Protocol ........................................................ 6 4.2 Hydrology Success Criteria ............................................................. 7 4.3 Hydrology Monitoring Results .......................................................... 7 5.0 CONCLUSIONS ........................................................................... 8 5.1 Vegetation Monitoring ................................................................... 8 5.2 Hydrology Monitoring ................................................................... 8 List of Tables Table 1: History and Projected Schedule Table 2: Project Contacts Table 3: Monitoring Results of Planted Strems Table 4: Hydrology Monitoring Results List of Figures Figure 1: Site Location Map Figure 2: USGS Topographic Map Figure 3: Created Wetland Layout Figure 4: Murphreesboro WETS Station 2009 30-70 Percentile Graph Appendices Appendix A: Representative Photos Appendix B: Well Data Appendix C: Littoral Shelves EXECUTIVE SUMMARY Nucor Steel (Nucor) was issued a Department of the Army Permit (No. 199811324), a NC Division of Water Quality 401 Certification (990231), and a Division of Coastal Management Permit (79-99) to construct a railroad crossing and stormwater management ponds in unnamed intermittent tributaries of the Chowan River and wetlands adjacent to Brooks Creek in Hertford County, North Carolina. As a special condition to these permits, Nucor is required to implement mitigation measures outlined in the "Revised Compensatory Wetlands Mitigation Plan for Nucor Steel Plate Recycling Mill, Hertford County, November 8, 1999" (Mitigation Plan). The Mitigation Plan includes creation of a 7-acre bottomland hardwood wetland and creation of 2.68 acres of littoral shelves along the periphery of four stormwater ponds, as well as the preservation of 150 acres of swamp forest along the Chowan River and 14.68 acres of on-site wetlands. These mitigation efforts are required to offset unavoidable impacts to 2.32 acres of jurisdictional freshwater wetlands. The as-built monitoring was conducted in May 2002, after construction and planting of the mitigation areas. The first annual fall monitoring was conducted in October 2002. As documented in the fall of 2004, the tree mortality had fallen below the designated vegetation success criteria. In 2004, a remedial wetland mitigation plan was submitted to the US Army Corps of Engineers (USACE). This plan was approved by the USACE on February 15, 2005. In February of 2006, Nucor Steel planted 3,300 trees in the wetland creation area. Nucor also installed five new hydrology monitoring wells within the creation area and one new well in the reference wetland in July of 2006. It is the opinion of C1earWater Environmental Consultants, Inc. (CEC) that Nucor has completed its requirement of successfully establishing the wetland creation area. This is the fifth and final annual monitoring report for the remedial wetland activities. MY-5 Report for 7-acre Created Wetland Nucor Steel December 2010 1.0 INTRODUCTION Nucor Steel (Nucor) was issued a Department of the Army Permit (No. 199811324), a NC Division of Water Quality (DWQ) 401 Certification (99-0231), and a NC Division of Coastal Management (DCM) Permit (79-99) to construct a railroad crossing and stormwater management ponds in unnamed intermittent tributaries to the Chowan River and wetlands adjacent to Brooks Creek in Hertford County, North Carolina. As a special condition of these permits, Nucor is required to implement mitigation measures outlined in the "Revised Compensatory Wetlands Mitigation Plan for Nucor Steel Plate Recycling Mill dated November 8, 1999 and the Remedial Wetland Mitigation Plan" approved on February 15, 2005. 2.0 BACKGROUND The mitigation plan outlines activities which will offset unavoidable impacts to 2.32 acres of jurisdictional freshwater wetlands. Jurisdictional wetlands are defined by 33 CFR Part 328.3(b) and are protected by the Clean Water Act (33 CFR 1344) which is administered and enforced by the US Army Corps of Engineers (USACE). Mitigation efforts for the project include the following: • creation of 7 acres of wetland • creation of 0.604 acre of littoral shelf around Pond C 1 • creation of 0.917 acre of littoral shelf around Pond B 1 • creation of 0.839 acre of littoral shelf around Pond Al • creation of 0.504 acre of littoral shelf around Pond A3 • preservation of 14.87 acres of on-site wetlands • preservation of 150 acres of off-site wetlands 2.1 Location The project site is located in the Brooks Creek watershed approximately 7 miles southeast of the town of Winton, North Carolina. Brooks Creek is a tributary to the Wiccacon River in Hertford County, North Carolina. The site is also located in the Chowan River Basin and the US Geological Survey hydrologic unit code 03010203. The latitude and longitude for the project area are 36.3452618°N and 76.8244324°W, respectively. From Raleigh, take US Highway 64 East. Turn north onto US Highway 13-NC Highway 42 towards Ahoskie, North Carolina. In Ahoskie, continue northeast on US Highway 13 towards Winton. Turn east (right) onto US Old Highway 13. In Winton, turn southeast (right) onto River Road. At the entrance to Nucor Steel, turn south (right). Turn east (left) onto Bazemore Road. The 7-acre wetland creation site is located on the northern (left) side of Bazemore Road. Page 1 of 8 MY-5 Report for 7-acre Created Wetland Nucor Steel December 2010 2.2 Goals and Objectives The goals and objectives of the mitigation are as follows: 1. Create suitable compensatory mitigation for authorized impacts; 2. Create aquatic habitats; 3. Establish native vegetation through plantings; and 4. Improve the natural aesthetics of the location as a functional wetland. The creation of the wetland area involved the following steps: 1. Grading of the site to a pre-determined elevation; 2. Installing a diffuser structure to provide hydrology to the site from an adjacent stormwater pond; and 3. Planting native woody vegetation to accelerate the development of a mature forested wetland. 2.3 Restoration Approach The site was constructed over a 1-year period beginning in the spring of 2001 and finishing in the winter of 2002. Prior to excavation, spot elevations within the existing wetland "W/V were taken to set the target elevation for the creation area. The target elevation as set forth in the "Revised Compensatory Wetlands Mitigation Plan for Nucor Steel Plate Recycling Mill" dated November 8, 1999 was 30.5 feet above mean sea level (MSL). The as-built topographic survey conducted by the Bissell Group indicates that the site is near design elevation. Elevations mostly vary from 30.19 to 30.92 feet above MSL throughout the site with several small isolated depressions. As-built monitoring was conducted in May of 2002, after construction and planting of the mitigation areas. Hardwood saplings included the following species: bald cypress (Taxodium distichum), green ash (Fraxinus pennsylvanica), laurel oak (Quercus laurifolia), water tupelo (Nyssa Mora), willow oak (Quercus phellos), and water oak (Quercus nigra). Wax myrtle (Myrica cerifera) was planted along the transition area between the wetland area and the upland area. Herbaceous species planted on the littoral shelves included pickerel weed (Pontederia cordata), arrow arum (Peltandra virginica), soft rush (Juncus effusus), lizard's tail (Saururus cernuus), shallow sedge (Carex lurida) and uptight sedge (Carex stricta). The first annual fall monitoring was conducted in October of 2002. As documented in the fall of 2004, the tree survivability had fallen below the designated vegetation success criteria. In 2004, a remedial wetland mitigation plan was submitted to the USAGE. The 2004 monitoring report indicated that the created wetland was semi- permanently flooded from 2002 to 2004 and the planted oaks did not survive. The mean density of trees per acre fell to 231, which did not meet the required 320 trees per acre outlined in the original mitigation plan. It is important to note that tree survival rates for the more water tolerant species of cypress, tupelo, and ash remained high (79-89% average) and lead to the conclusion that the most significant factor affecting oak tree mortality was long hydroperiods. Page 2 of 8 MY-5 Report for 7-acre Created Wetland Nucor Steel December 2010 A remediation plan was approved by the DWQ on December 1, 2004 and by the USACE on February 15, 2005. In February of 2006, Nucor planted an additional 3,300 trees in the wetland creation area. Planted trees included cypress, tupelo, and ash species; fewer oak species were planted and only in areas with the highest elevation. In July of 2006, Nucor installed five new groundwater-monitoring wells within the creation area and one new well within a reference wetland. Herbaceous species were planted in Pond B1 during the spring of 2001; herbaceous species were planted in Ponds Cl, A3, and half of Pond Al during the spring of 2002. The remainder of Pond Al was planted in June of 2002. In 2002, a total of 5,150 seedling tree species as described above were planted on a 6-foot by 10-foot spacing for a total of 726 trees per acre and approximately 51,885 herbaceous species were planted on 18-inch spacings on the littoral shelves (See Appendix C for qualitative evaluation of littoral shelves) per the "Revised Compensatory Wetlands Mitigation Plan for Nucor Steel Plate Recycling Mill" dated November 8, 1999. An additional 3,300 hardwood trees were planted in 2006. Monitoring of wetlands concludes this year (2010) with a regulatory review after the fifth year to determine success. 2.4 History and Projected Schedule Table 1: Histarv and Praieeted fiehedido -Activity Planned or Actual Date Off-site Preservation 150 acres Conservation Easement November 2, 1999 Planting of littoral shelf on Pond B 1 Spring 2001 On-Site Preservation Restrictive Covenants recorded March 5, 2001 Grading of 7-acre created wetland Spring 2001-Winter 2002 Planting of 7-acre created wetland February 2002 -Planting of littoral shelves on Ponds C1, A1, and A3 April-June 2002 MY-1 monitoring and report submittal March-November 2002 MY-2 monitoring and report submittal March-November 2003 MY-3 monitoring and report submittal March-September 2004 Submittal of proposed remediation plan October 2004 NCDWQ approval of remediation plan December 2004 USACE approval of remediation plan February 2005 Remedial planting of 7-acre created wetland February 2006 Installation of new hydrology monitoring wells July 2006 MY-1 monitoring and report submittal Sept-November 2006 Well maintenance March 2007 MY-2 monitoring and report submittal Sept -November 2007 Well Maintenance March 2008 MY-3 monitoring and report submittal Sept-November 2008 Well Maintenance March 2009 MY-4 monitoring and report submittal Sept-November 2009 Well maintenance March 2010 MY-5 monitoring and report submittal August-December 2010 Page 3 of 8 MY-5 Report for 7-acre Created Wetland Nucor Steel December 2010 2.5 Project Contacts Table 2: Proiect Contacts Newkirk Environmental 1887 Clements Ferry Road Designer Charleston, South Carolina 29492 (843) 388-6585 Attn: Duncan Newkirk Nucor Steel Construction and Planting Contractor Post Office Box 279 Winton, North Carolina 27986 (252) 356-3707 Attn: Terry Hairston C1earWater Environmental Consultants, Inc. 224 South Grove Street, Suite F Monitoring Hendersonville, North Carolina 28792 (828) 698-9800 Attn: Clement Riddle Page 4 of 8 MY-5 Report for 7-acre Created Wetland Nucor Steel December 2010 3.0 VEGETATION MONITORING Based on the approved remediation plan, 3,300 trees were planted in the creation area in the winter of 2006. Three transects with a total of seven plots were located within the creation area. The following tree species were planted during the remediation effort in the wetland creation area: Fraxinus pennsylvanica Green Ash Quercus laurifolia Laurel Oak Nyssa aquatica Water Tupelo Taxodium distichum Bald Cypress 3.1 Vegetation Monitoring Protocol Vegetation monitoring was conducted in accordance with the Comprehensive Wetland Determination Methodologies as described in the USACE Wetland Delineation Manual 1987. Three line transects were established along a baseline transect generally oriented perpendicular to Bazemore Road. Sample plots were permanently established at random, 300-foot intervals in the 7-acre creation area. All transects and plots were marked with 10-foot PVC stakes to facilitate identification and future monitoring. Vegetative species composition and dominance were measured within each sample plot. Trees were monitored within 30-foot radius circular plots. Herbaceous vegetation was monitored within 5-foot radius circular plots. Herbaceous species were identified and the percent area cover was recorded for each. 3.2 Vegetation Success Criteria The established success criteria require a minimum mean density of 320 characteristic trees per acre surviving for at least five years in the wetland creation area. Characteristic tree species are those species planted along with natural recruitment of other naturally occurring hydrophytic species. Sweetgum (Liquidambar styraciflua), red maple (Acer rubrum), and pines (Pinus spp) will not be considered in the tally of the 320 trees per acre. No quantitative success criteria were developed for the herbaceous and shrub assemblages as part of the vegetation success criteria per the November 2002 mitigation plan and approved 2005 remediation plan. Page 5 of 8 MY-5 Report for 7-acre Created Wetland Nucor Steel December 2010 3.3 Vegetation Monitoring Results Table 3: 2010 Monitoring Results of Planted Stems Plot # Bald Cypress Taxodium distichum Water Tupelo Nyssa Mora Green Ash Fraxinus pennsylvanica Laurel Oak Quercus laurifolia M5 Total Original Total Density (Tree/acre) 1 52 7 6 0 65 79 1000 2 25 50 9 0 84 101 1292 3 19 12 1 0 32 40 492 4 15 7 1 1 24 17 369 5 20 5 4 0 29 25 446 6 25 13 1 0 39 46 600 7 20 17 4 1 42 70 646 TOTAL 315 378 i Average Density 692 Monitoring Year 5 tree counts revealed an average density of 692 trees per acre, which exceeds the 320 tree per acre minimum requirement. Other tree and shrub species observed included eastern Baccharis (Baccharis halimifolia), loblolly pine (Pinus taeda), sweetgum, eastern cottonwood (Populus deltoides), red maple, and black willow (Salix nigra). Qualitative observations of the planted vegetation indicate that planted trees were doing well. 4.0 HYDROLOGY MONITORING Nucor purchased and installed six new automated groundwater wells in 2006 to record the rise and fall of the water table in the creation area and in the reference wetland. Routine maintenance of the wells is conducted in March of each monitoring season. The locations of the wells were established using a Trimble GeoXT GPS unit and are shown on the enclosed Figure 3. Locations of the wells are accurate to within 1 meter. 4.1 Hydrology Monitoring Protocol Five new groundwater-monitoring wells in the creation area and one groundwater- monitoring well in a reference wetland were installed on July 19, 2006. These wells were installed according to Installing Monitoring Wells/Piezometers (ERDC TN- WRAP-00-02) dated July of 2000. Monitoring wells are used to evaluate hydrology in the wetland creation area, local climate data, and reference wetland hydrology. The automatic monitoring wells record readings of groundwater depth every 12 hours. The Nucor Steel wetland site involved the construction of a stormwater pond (C 1) adjacent to the wetland. Overflow from the pond enters into the wetland creation area using a 300-foot level spreader. This connection should provide adequate hydrologic input along with rainfall and groundwater to sustain the necessary hydrology for the wetland area. The hydrologic monitoring should relate the reaction of the groundwater and surface water levels to specific rainfall events. Page 6 of 8 MY-5 Report for 7-acre Created Wetland Nucor Steel December 2010 Per the approved remedial action plan, CEC conducted maintenance of the wells on March 3, 2010. The wells were removed from the ground and taken to the Nucor facility. The wells were cleaned using a pressure washer to remove debris and fine particulates. After cleaning, the wells were re-installed adjacent to their original location and per the above-mentioned guidelines. 4.2 Hydrology Success Criteria In accordance with federal guidelines for wetland mitigation, the success criteria for hydrology states that the area must be inundated or saturated (within 12" of the surface) by surface or groundwater for a consecutive 12.5% of the growing season. Areas inundated for less than 5% of the growing season are always classified as non- wetlands. Areas inundated between 5% - 12.5% of the growing season can be classified as wetlands depending upon factors such as the presence of wetland vegetation and hydric soils. The "Revised Compensatory Wetlands Mitigation Plan for Nucor Steel Plate Recycling Mill" dated November 8, 1999 set a target goal of saturated soils for at least 22 days during the growing season. The growing season in Hertford County begins March 28 and ends November 7. These dates correspond to a 50% probability that temperatures will drop to 28°F or lower after March 28 and before November 71. The growing season is 224 days; therefore, optimum hydrology requires 12.5% of this season, or at least 33 consecutive days. A consecutive 10% would be equivalent to 22.4 days (rounded to 22 days) and a consecutive 5% would be equivalent to 11.2 days (rounded to 11 days). Local climate must also represent average conditions for the area. 4.3 Hydrology Monitoring Results Data provided by the monitoring wells in the created wetland show saturation and inundation for greater than 22 consecutive days of the growing season and represent a successful hydrologic period. The maximum number of consecutive days that the groundwater was within 12 inches of the surface was determined for each well. This number was converted into a percentage of the 224-day growing season. The results are presented in Table 4. Appendix B contains graphs of the measured groundwater depths for each monitoring well. The maximum number of consecutive days is noted on each graph. Individual precipitation events, shown on the monitoring well graphs in Appendix B, represent data collected from the rain gauge installed on site. Figure 4 represents a comparison of the local precipitation data and historic precipitation data in order to determine whether 2010 was "average" in terms of climate conditions. The figure compares the on-site rainfall from 2010 with that of historical rainfall (data collected between 1971 and 2000). The graph shows 2010 rainfall totals from March 2010 through November 2010, which includes the I Soil Conservation Service, Soil Survey of Hertford County, North Carolina, p. 61. Page 7 of 8 MY-5 Report for 7-acre Created Wetland Nucor Steel December 2010 growing season for this site. Table 4: 2010 Wdroloov Monitorinu Results Monitoring Gauge <5% (<11 days) 5-8% (11-18 days) 8-12.5% (19-28 days) >12.5% (> 28 days) Actual Number of Consecutive Days (Percent) Success Dates GW1 • 18% (41 days) Sept. 27 - Nov. 7 GW2 • 18% (41 days) Sept. 27 - Nov. 7 GW3 • 22% (51 days) May 16 - GW4* • 30% (69 days) MJu . 213 - 1 GW5 • 29% (66 days) May. 113 - 8 RW1 . 18% (41 days) Sept. 27 - Nov. 7 5.0 CONCLUSIONS Nucor Steel was issued a Department of the Army Permit, a DWQ 401 Certification, and a DCM Permit to construct a railroad crossing and stormwater management ponds in unnamed intermittent tributaries to the Chowan River and wetlands adjacent to Brooks Creek in Hertford County, North Carolina. As a special condition of these permits, Nucor is required to implement mitigation measures outlined in the "Revised Compensatory Wetlands Mitigation Plan for Nucor Steel Plate Recycling Mill" dated November 8, 1999 and the "Remedial Wetland Mitigation Plan" approved on February 15, 2005. This report represents Monitoring Year 5 of the 5-year monitoring period required in the aforementioned plans. 5.1 Vegetation Monitoring Monitoring Year 5 tree counts revealed an average density of 692 trees per acre, which is above the 320 tree per acre minimum requirements. No remediation actions are recommended at this time. Qualitative observations of the planted vegetation indicate that planted trees appeared to be healthy. Some volunteer species such as sweet gum, loblolly, red maple, black willow, and cottonwood have established themselves in the wetland area in scattered areas. The wetland creation area has met the required vegetation success criteria. 5.2 Hydrology Monitoring The monitoring wells in the created wetland show saturation and inundation for greater than 12.5% of the growing season and represent a successful hydrologic period. The monthly rainfall totals to date were mostly in the average range for the majority of the growing season with the exception of September which had higher than average rainfall. The wetland creation area has met the hydrology success criteria. Page 8 of 8 c. 4, 14, 0-4 IA/ I t m &,: t/7 a All, h A 1 t o U?? ? D -.a N ?r -?'-?? t `•`fi. ?'?`I rw-.,? oc :zj H W x ?u ? tll I, Its.-- N ` II 31 I II ?\Y It t H `• N? i /rl t - } 4 .•n.. rY- '" ..^*^.? 'JL" w.. ? - ? ..gyp-_-M•? -O ,? P•?µ !?' ? ? . 4?. -Y \ ?. Light - _ - _ - y. y?4h roP 1. k? ettys hors - `` -? + 1 x' r I -"we?y! 1.4 9g ra,A Pilands Crossroads n ?L ?'t -- Mitigation Site J t ? ,.!I "i a A,3 J a? „tom ? I. 1 • t /"' ??l_? ?a =°t t ? ?: j?"`!/' - ' ---, r .•_ ('k`?-' ,? ? 't 1? ?i .?. '?: • !:fir ? -??:,r,a dy ,Ir- .ads- - `saN. , ? 1?17? ?? fl, CLEARWATER USGS Topographic Map Nucor Steel Environmental Consultants, Inc. Hertford County, NC 224 South Grove street, suite F Harrellsville Quad Hendersonville, NC 28792 Figure 2 828-698-9800 OOOZV9Z-3 a 0 Ell 0091v9Z-3 0001v9Z-3 'e wm I 1 ............................?3??n? ....... ..................I.........:. • fool \ I I "d \ o o o ? I o ? ? N e o ? o I o co W o w c? OOOZ"Z-3 o • w z ck? W I W z ~ w o o ' w 1 o I o • o q • ........ ..... ... !. • y? ? ? 11 QI?IO '? i?f \ I P? • • I 0' gUFE?R 0091v9Z-3 g l? 0001v9Z-3 BY_ PASS ROAD • j RIVER _ I- I I awsh3u pro W - GMUROM -N •we CBC0m -K YW 01tl 7VJ Idle M-W-91 31 ' DNM3BU wi ON ae/eVt v (raw 3LYIafP1C0 I" wow dvm AIDI 31B 11K1d 1VJ0MYIm" TWd3%0 eele•9M SLOld V STG% Aa011NOf1 a0! 1f10AY1 Y3W NOLLY380 ONYUR amdo13A3a 316 ZZacZ 'O'N 'aimoo Nod a3nla so91 UNfOO aWA93N 0 ALf110Y! TIM 31Y1d ? r O r O N C o Q. V Cl) F- LU = V o L ? d o a M o 4) mo i M t Q L a L OL l } s .a. M ti O LO v M N ?- O O M ti (D LO V- M N - O (•ui) uoilelidioaJd aL) U N L a) Q E O O Z L O U 0 L -- a) a) E VJ O ? M is ? 'cB t C ? o U Q N C a? c0 N L O Q Q I U L c? C N O LL L, c0 c c? APPENDIX A Representative Photographs Auk 44A r Tl- J? "r'ya' S § § ''t° air § x drv '?,t 3 r Yi 4 4" -4 w , t, y M?yy?, y'.rtg,§ e a 'qgY' ,y?,n L Fsk? T` •?F' i? a? Yom' s I µ r lid ?;* ..v r q, "FT' CJ fw r ! ? Photo 2: Overview of Transect 3. Facing NE. Photo 1: Overview of Transect 1. Facing NE. Photo 3: Transect 1, Plot 1. Facing NE. Photo 4: Transect 1, Plot 2. Facing NE. Photo 5: Transect 1, Plot 3. Facing NE. Photo 6: Transect 2, Plot 4. Facing NE. Photo 7: Transect 2, Plot 5. Facing NE. Photo 8: Transect 3, Plot 6. Facing NE. Photo 9: Transect 3, Plot 7. Facing NE. APPENDIX B Well Data ti L E O Z co N O v Z L ?: c O N d N ?f 3 0 rLn V co N 0 UOZ/tl?/06 i 0 N M ?OZ/L 6/9 C) In o In o In o LO o N N M M (ul) ja;empunoaE) of yldea (ul) IlelGuleN (0 In M N O N OZ/5Z/8 NA 0 60Z/9/L t0 C ry .c_- 75_ N L_ 0) 07 0 I I c? 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(ul) Ile;uleb co r-- CO LO v M N O ti L d E 0 z N s V L c i ? c ca d cn co c 3 0 'L^ V co rl- (ul) Ilelulem LO t7 Cl) N CD N I 0 Wz/t 6/0 6 060Z/9Z/9 MZ/9/L mzlL 6/9 0 60Z/8Z/£ C> In o LO C) LO o In C) LO r N N M M (ul) jo;empunoaE) o; y;dad as a 0 (B v-- C a' L Q N a? I c? i? 0 APPENDIX C Littoral Shelves Please reference the "Nucor Plate Steel 7-Acre Wetland Creation Annual Report for 2008" letter dated January 30, 2009 sent by the NC Division of Water Quality (DWQ) in response to the submitted monitoring report. The DWQ states: "Quantitative monitoring of herbaceous vegetation planted on the littoral shelves is not required. However, we would appreciate the inclusion of brief visual observation and reporting on the presence and general health of hydrophytic vegetation in those areas during the next monitoring period." This appendix includes visual observations, species accounts, and photographs of the littoral shelves on each pond. A site map showing the location of each pond has been attached for review. Pond A 1 Stormwater Pond Al is located adjacent to the Steel Slag Processing Plant. Species observed around the pond include: purple false foxglove (Agalinis purpurea), annual ragweed (Ambrosia artemisiifolia), broomsedge bluestem (Andropogon virginicus), aster (Aster spp. ), bearded beggarticks (Bidens aristosa), straw-colored flatsedge (Cyperus strigosus), small-fruit spikerush (Eleocharis microcarpa), dogfennel (Eupatorium capillifolium), common sneezeweed (Helenium autumnale), St. Peterswort (Hypericum stans), common rush (Juncus effusus), grassleaf rush (Juncus marginatus), lespedeza (Lespedeza sp. ), wax myrtle (Myrica cerifera), Paspalum digitatum, loblolly pine (Pinus taeda), black willow (Salix nigra), lizard's tail (Saururus cernuus), panicgrass (Setaria sp.), and sowthistle (Sonchus sp.). In general, the littoral shelf is in good, healthy condition. Representative photographs of Stormwater Pond Al are shown below. Stormwater Pond A 1 Pond B 1 Stormwater Pond B1 is located adjacent to the Finished Project and bag house Area. Species observed around the pond include: purple false foxglove, aster, straw-colored flatsedge, small-fruit spikerush, dogfennel, American everlasting (Gnaphalium purpureum), common sneezeweed, queendevil (Hieracium gronovii), common rush, Paspalum digitatum, pickerelweed (Pontederia cordata), swamp smartweed (Polygonum hydropiperoides), panicgrass, golden rod (Solidago sp.), sowthistle, and cattail (Typhus latifolia). In general, the littoral shelf is in excellent, healthy condition. Representative photographs of Stormwater Pond B 1 are shown below. Stormwater Pond B 1 n t (..F 11I*1 ?4I 1? tl?k F' ?? ??R' kui:A 4 4 1 t I S 1? -4 T my ?"+d ?: Y4 t4d «?-? ?°N a s?? Grua ?M??, ? c r 7 ? r w? ? t p a u "? ti ?t fi=t a ,?: a 9SP'? ??:, .t ?' e kr a,)k?r .vi ?q4 ?,,?i76'^F"i; Y e ,k .?•.? Stormwater Pond B 1 Pond C;l Stormwater Pond C1 is located adjacent to the Wetland Creation Area. Species observed around the pond include: red maple (Acer rubrum), purple false foxglove, aster, small- fruit spikerush, dogfennel, slinder fimbry (Fimbristylis autumnalis), common rush, grassleaf rush, seedbox (Ludwigia leptocarpa), swamp smartweed, black cherry (Prunus serotina), black willow, woolgrass (Scirpus cyperinus), and golden rod. An algal bloom has occurred in the pond. In general, the littoral shelf is in good, healthy condition. Repres( Stormwater Pond C 1 Pond A3 Stormwater Pond A3 is located adjacent to the Forestry Management Area. Species observed around the pond include: purple false foxglove, annual ragweed, broomsedge bluestem, aster, eastern baccharis (Baccharis halimifolia), straw-colored flatsedge, small- fruit spikerush, dogfennel, slinder fimbry, American everlasting, common rush, grassleaf rush, lespedeza, seedbox, Paspalum digitatum, loblolly pine, camphor pluchea (Pluchea camphorata), swamp smartweed, cottonwood (Populus sp.), black willow, panicgrass, and sowthistle. In general, the littoral shelf is in fair, healthy condition. Representative photographs of Stormwater Pond A3 are shown below. 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