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HomeMy WebLinkAbout20081203 Ver 1_Year 2 Monitoring Report_20150414PLUM CREEK WETLAND MITIGATION PROJECT 2010 MONITORING REPORT MONITORING YEAR 2 OF 5 Brunswick County, NC Lumber River Basin Cataloging Unit: 03040207 EEP Project Number D06040 -A J Prepared for: T -i' A .4 NCDENR 1{"W iii f North Carolina Department of Environment and Natural Resources Ecosystem Enhancement Program 1652 Mail Service Center Raleigh, North Carolina 27699 -1652 2010 Monitoring Report — Year 2 of 5 Final Project Construction Completed: 2008 Data Collection for Monitoring Year 2 of 5: 2010 Report Submitted: February 2011 Prepared for: NCDENR Lill �1 F -PO M AM Prepared by: The Louis Berger Group, Inc. 1001 Wade Avenue, Suite 400 Raleigh, North Carolina 27605 Tel (919) 866 -4400 Fax (919) 755 -3502 Project Manager: Michael O'Rourke Tel (919) 866 -4421 Fax (919) 755 -3502 morourke@louisberger.com The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Proiect TABLE OF CONTENTS 1. Executive Summary /Project Abstract ............................................................ ..............................1 2. Methodology ..................................................................................................... ..............................3 2.1. Vegetation ...................................................................................................... ..............................3 2.2. Hydrology ...................................................................................................... ..............................3 2.3. Photo Stations ................................................................................................ ..............................4 3. References ......................................................................................................... ..............................4 FIGURES Figure 1: Project Vicinity Map Figure 2: Monitoring Plan View TABLES Table 1: Project Components and Mitigation Credits Table 2: Project Activity and Reporting History Table 3: Project Contacts Table Table 4: Project Background Table Table 5: Veg Plot Criteria Attainment Table 6: CVS Vegetation Metadata Table Table 7: CVS Stem Count Total and Planted by Plot and Species Table 8: Wetland Gauge Attainment Data — 5 percent criteria APPENDICES Appendix A Project Vicinity Map and Background Tables Appendix B Visual Assessment Data Appendix C Vegetation Plot Data Appendix D Hydrologic Data Appendix E Pedon Description Sheets Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of S; Submitted: February 2011 i The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Proiect 1. Executive Summary /Project Abstract The goals of the Plum Creek Wetland Mitigation Project (Appendix A, Figure 1) are to re- establish wetland functions at the Site by restoring wetland hydrology, plant community composition and structure, and wildlife habitat. The project will increase surface water residence time which will improve groundwater recharge. Much of the water budget is influenced by precipitation, as surface flow enters the site from adjoining parcels. A longer residence time will lead to improved biochemical treatment resulting in improved water quality. Restoration of a native wetland vegetative community will enhance floral and faunal habitat diversity benefiting both terrestrial and aquatic wildlife. In order to achieve project goals, the following objectives were implemented: The lateral ditches and southern perimeter ditch on the Site were plugged. The west ditch and Boggy Branch were left intact to prevent hydrologic trespass on adjoining properties. Soil to construct ditch plugs was excavated from the Site and the borrow pits were graded to form small, shallow vernal pools. Existing vegetation (loblolly pine) was sheared, drum chopped, and left on Site to promote organic matter decomposition. There was no re- grading of the contours of the Site. Habitat benefits on Site will be achieved for both terrestrial and aquatic species by increasing micro - habitat diversity and vegetation diversity. Overall, the Site met the criteria of 320 planted stems per acre with an average sampled density of 348 planted stems per acre. In Year 1, planted and volunteer stems had a sampled density of 1,929 stems per acre; therefore, it was not necessary to perform another count in Year 2. Visual inspection during Year 2 monitoring efforts confirmed that the volunteer stem count and species remained consistent. No vegetation problem areas were noted during monitoring Year 2. Vegetation plot data can be found in the summary table below and in Appendix C. The Site met the vegetation survival rate success criteria in 8 of the 9 monitoring plots. The results from Year 1 had shown that three plots did not meet the criteria; Plots 4, 6, and 7. Year 2 monitoring results showed that Plots 4 and 7 now meet the criteria because stems that had been labeled missing in Year 1 or were not included in the As -Built inventory were located in Year 2. Plot 6 was one stem less than the 320 stems per acre target and therefore did not meet the criteria. No wells on Site recorded soil saturation within the upper 12 inches for greater than 12.5 percent of the growing season. However, 78 percent of the Site recorded hydrology within the upper 12 inches between 5 percent and 12.5 percent of the growing season (see summary table below and Appendix D). It is believed that the Site is still recovering from the severe drought that lasted several years in the region. Precipitation measured well below average for the first 197 days (79 %) of the 249 day growing season. On day 198, the site received five days of rainfall totaling 17.74 inches or >41% of the rainfall received for the entire growing season. Precipitation data can be found in Appendix D. Reference well locations can be found on Appendix A, Figure 1. Soil profiles were dug at each well location. All profiles displayed hydric soil characteristics of low chroma soil color. Pedon description sheets for each soil profile can be found in Appendix E. Summary information/data related to the occurrence of items such as beaver or encroachment and statistics related to performance of various project and monitoring elements can be found in the tables and figures in the report appendices. Narrative background and supporting information formerly found in these reports can be found in the Baseline Monitoring Report (formerly Mitigation Plan) and in the Mitigation Plan (formerly the Restoration Plan) Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of 5; Submitted: February 2011 1 The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Project documents available on EEP's website. All raw data supporting the tables and figures in the appendices is available from EEP upon request. Summary Table: Vegetation Attainment Data Plum Creek Wetland Restoration EEP Project Number: D06040 -A Summary of Stems per Acre Results for Years 1 through 5 Veg Success Criteria Achieved / Total Stems (Stems per acre) Plot Year 1 (2009) Year 2 (2010) Year 1 (2009 ) Year 2 (2010) Year 3 (2011) Year 4 (2012) Year 5 (2013) 1 Yes /11 stems Yes / 12 stems (1.2 percent) (3.6 percent) (445 ) (485 PCW2 Yes / 19 days 2 Yes / 8 stems Yes / 8 stems (7.6 percent) (7.6 percent) (320) (320) PCW3 No / 9 days 3 Yes / 9 stems Yes / 8 stems 3.6 percent) (6 percent) (364) (320 PCW4 Yes / 22 days 4' Yes / 7 stems Yes / 8 stems (8.8 percent) (7.2 percent) (283) (320) PCW5 Yes / 41 days 5 Yes / 8 stems Yes / 8 stems (16.5 percent) (8 percent) (320 ) (320 6z No / 7 stems No / 7 stems (283) (283) 7 Yes / 7 stems Yes / 8 stems 283 320 8 Yes / 9 stems Yes / 9 stems (364) (364) 9 No / 8 stems Yes / 8 stems (320) (320) ' - During Year 1 monitoring, these plots did not make vegetation criteria due to missing stems. These stems were found during this year's monitoring efforts. 2 - One stem short of meeting the 320 stem/ac threshold. Summary Table: Wetland Gauge Attainment Data — >5 percent and <12.5 percent criteria Plum Creek Wetland Restoration EEP Project Number: D06040 -A Summary of Groundwater Gauge Results for Years 1 through 5 Gauge Success Criteria Achieved / Max Consecutive Days During Growing Season (Percentage) Year 1 (2009) Year 2 (2010) Year 3 (2011) Year 4 (2012) Year 5 (2013) PCW 1 No / 3 days No / 9 days (1.2 percent) (3.6 percent) PCW2 Yes / 19 days Yes / 19 days (7.6 percent) (7.6 percent) PCW3 No / 9 days Yes / 15 days 3.6 percent) (6 percent) PCW4 Yes / 22 days Yes / 18 days (8.8 percent) (7.2 percent) PCW5 Yes / 41 days Yes / 20 days (16.5 percent) (8 percent) Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of 5; Submitted: February 2011 2 The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Project Summary Table: Wetland Gauge Attainment Data — >5 percent and <12.5 percent criteria Plum Creek Wetland Restoration EEP Pro'ect Number: D06040 -A PCW6 No / 3 days No / 8 days (1.2 percent) (3.2 percent) PCW7 Yes / 24 days Yes / 18 days 9.6 percent) 7.2 percent) PCW8 Yes / 22 days Yes / 19 days (8.8 percent) (7.6 percent) PCW9 No / 12 days Yes / 15 days (4.8 percent) (6 percent) 2. Methodoloav 2.1. Ve etg ation Vegetative data will be sampled every monitoring year for five years. Survival criteria of planted woody stems will be 320 stems per acre in Year 3, 288 stems per acre in Year 4, and 260 stems per acre at the completion of the project monitoring period at Year 5. Nine vegetation plots were established on Site. All plots are 10 meters by 10 meters in size. Plots were established at each monitoring well location (Appendix B, Figure 2). Each plot is identified by its corresponding well as shown on Appendix B, Figure 2. The plots were established throughout the Site in order to gain a representative view of the overall success of the plant community. The CVS -EEP Level 1 was used for assessing vegetative success (Lee et al., 2006). Level 1 is the inventory of planted stems. Berger is only required to perform a Level 1 assessment under the existing contract. Although Berger performed a Level 2 assessment in Year 1, it was not done in Year 2. Visual inspection during Year 2 monitoring efforts confirmed that the volunteer stem count and species remained consistent; therefore, a Level 2 assessment was not necessary. 2.2. Hydrology Hydrology will be considered successful by two metrics, per the USACE wetland delineation manual (Environmental Laboratory, 1987). One criterion provides for hydrologic success if the soil is ponded, flooded, or saturated within 12 inches of the soil surface continuously for at least 12.5 percent of the growing season, assuming normal precipitation. The second alternative measurement of success would be to attain ponded, flooded, or saturated conditions within 12 inches of the soil surface continuously between 5 and 12.5 percent of the growing season, provided the hydric soil and hydrophytic vegetation wetland criteria are also met. In Brunswick County, the growing season is typically 249 days, assuming a temperature of above 28 degrees F and a frequency of 5 of 10 years (MRCS, 2009). The growing season in Brunswick County typically occurs between approximately March 15 and November 18 in a given calendar year. As a result, 5 to 12.5 percent of the growing season is 12 to 31 days. The groundwater hydrology of the Plum Creek Site will be monitored during the growing season in accordance with USACE guidelines through the use of shallow monitoring wells Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of 5; Submitted: February 2011 3 The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Project with automatic data loggers (USACE, 2003). Groundwater data will be collected from 15 monitoring wells. Nine wells were established throughout the site to accurately obtain a representative view of the groundwater hydrology. Six additional wells were installed in the western central portion of the site, perpendicular the western border ditch (Appendix B, Figure 2). The purpose of these wells is to show the linear extent of drawn down effect of this ditch on the wetland. A stream gauge was installed in Boggy Branch, within the property boundaries, for informational purposes only. The stream gauge will keep records of the level of water in Boggy Branch. No success criteria are attached to the gauge. 2.3. Photo Stations Eight fixed photo stations were established throughout the Site. These locations are presented in Figure 2. Photographs were taken during the monitoring efforts in November 2010. Photographs can be found in Appendix B. 3. References Environmental Laboratory, 1987. Corps of Engineers Wetlands Delineation Manual, Technical Report Y -87 -1, US Army Engineer Waterways Experiment Station, Vicksburg, MS. Lee, Michael T., R. K. Peet, S. D. Roberts, and T. R. Wentworth. 2006. CVS -EEP Protocol for Recording Vegetation, Version 4.0 Available URL: hLtp :Hcvs.bio.unc.edu/methods.htm. Natural Resources Conservation Service. Climate Information — Wetlands Retrieval for North Carolina. Brunswick County. Available URL: hLtp://www.wcc.nrcs.usda.gov/cgibin/getwetco.pl?state=nc. Accessed: January 15, 2009. US Army Corps of Engineers, 2003. Stream Mitigation Guidelines. Prepared by: USACE, NCDWQ, USEPA, NCWRC. Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of S; Submitted: February 2011 4 Appendix A: Project Vicinity Map and Background Tables .030402060403 - - . - .. =t � rt � ,�- � •, n ��.�" # ,�-�,. . _� I 030300050602, :.-- - ``, _° Reference Site _ — 030402080102 T r � 5 1 F } zyrc�_ti I . 1 Project Sitek h +� 4p 7 f -� F '. d4� t i `-�,r .l. +c r • - : - F�Oaa# 030402080103 :` �� o G tf .l US 17. ' I _- ..3 r ' Town of Supply°` 030402080164r,- { . Roa s , CC Project Site — d `'� I. �,, ! �;•' Ij. — -y L, , I. }n�fi r.. _ . 030 � 801 � � f� 77 T . :. 0 0. .. Mlles.. 2 04 08 12 03040208.0204, "– - . -I Directions to the Site: From Raleigh, take 1 -40 E. Take the 1- 140/US -17 exit, Exit 416 A -B, toward TOPSAI L I SLAND/ NEW BERN/ MYRTLE BEACH (0.2 mi). Merge onto 1 -140 W /US -17S via Exit416A toward SHALLOTTE /MYRTLE -} BEACH (7.0 mi). Merge onto US-17 S toward MYRTLE BEACH /CAROLINA BEACH (6.8 mi)_ Merge onto US -17 S/ OCEAN HWY E/rHOMAS J HARRELSON HWY toward S HAL L OTTE/MY RTL E BEACH (17.5 mi). Tum RIGHT onto RANDOLPHVILLE RD NE (0.5 mi} Turn LEFT onto GALLOWAY ROAD and proceed to RED RUN TRAIL. Take the first LEFT and follow it (bear left at each fork) until it T's another dirt road. This is the southwest corner ofthe Site. The subject project site is an environmental restoration site of the NCDENR Ecosystem Enhancement Program (EEP) and is encompassed by recorded conservation easement, but is bordered by land under private ownership. Accessing the site may require traversing areas near or along the easement boundary and therefore access by the general public is not permitted. Access by authorized personnel of state aril federal agencies or their designees /contractors involved in the development, oversight and stewardship ofthe restoration site is permitted within the terms and timeframes of their defined roles. Any intended site visitation or activity by any person outside ofthese previously sanctioned roles and activities requires prior coordination with EEP. Legend N L`` North Carolina Ecosystem Enhancement Program Reference Site Plum Creek Wetland Mitigation Site )k Brunswick County 12 Digit HUC 0 0.5 1 2 EEP Project No. D06040 -A Project Vicinity Map Miles Project Easement Boundary The Louis Berger Group, Inc. FIGURE 1 Roads Source: USGS7.5 Minute Topographic Map: Bolivia, NC 1001 Wade Avenue, Suite 400 Raleigh, NC 27605 1 December 2010 The Louis Berger Group, Inc. Plum Creek Wetland Mitization Proiect Table 1: Project Components and Mitigation Credits Plum Creek Wetland Mitigation Project EEP Project Number: D06040 -A Project Total Acres* Type Restoration Comment Component or January 2007 February 2007 Level Aril 2008 Reach ID Existing Vegetation Removal N/A and Ratio Construction Planting 77 Non - riverine/ Restoration Pond Pine Zone 1 January 2009 Non - riparian 1:1 Woodland February 2010 Year 2 Monitoring November 2010 February 2011 Community Existing 6 Non - riverine/ Enhancement Pond Pine Wetland WA Non- riparian 2:1 Woodland Community Mitigation Unit Summations Non-Riparian Wetland — 80 acres * The remaining acreage is either unsuitable for mitigation or will remain as upland. Table 2: Project Activity and Reporting History Plum Creek Wetland Mitigation Project EEP Project Number: D06040 -A Elapsed Time Since Vegetation Removal Complete: 2 yrs 5 months Elapsed Time Since Planting Complete: 2 yrs Number of Re orting Years: 2 Activity or Report Data Collection Complete Completion or Deliver Technical Proposal January 2006 March 2006 Categorical Exclusion January 2007 February 2007 Restoration Plan Aril 2008 July 2008 Existing Vegetation Removal N/A July 2008 Construction N/A October 2008 Planting N/A December 2008 Mitigation Plan / As -built (Year 0 Monitoring — baseline) January 2009 April 2009 Year 1 Monitoring November 2009 February 2010 Year 2 Monitoring November 2010 February 2011 Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of S; Submitted: February 2011 Appendix A The Louis Berger Group, Inc. Plum Creek Wetland Mitization Proiect Table 3: Project Contacts Table Plum Creek Wetland Mitigation Project EEP Project Number: D06040 -A Designer The Louis Berger Group, Inc. 1001 Wade Avenue, Suite 400 Raleigh, North Carolina 27605 Primary project design POC Michael O'Rourke 919 - 866 -4421 Construction Contractor River Works, Inc 4117 Pleasant Garden Road Greensboro, NC 27406 Construction contractor POC Bill Wright (336- 279 -1002) Planting Contractor Superior Forestry Services, Inc. 36462 Highway 27 Tilley, AR 72679 Planting contractor POC John Foley (870- 496 -2442) Nursery Stock Suppliers Division of Forest Resources — Claridge Nursery (919- 731 -7988) Coastal Plain Nurse 252- 482 -5707 Monitoring Performers The Louis Berger Group, Inc. 1001 Wade Avenue, Suite 400 Raleigh, North Carolina 27605 Stream Monitoring POC N/A Vegetation Monitoring POC Ray Bode, PWS (919- 866 -4420) Tina Sekula, PWS (919- 866 -4439) Wetland Monitoring POC Ray Bode, PWS (919- 866 -4420) Tina Sekula, PWS (919- 866 -4439) Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of 5; Submitted: February 2011 Appendix A The Louis Berger Group, Inc. Plum Creek Wetland Mitization Proiect Table 4: Project Background Table Plum Creek Wetland Mitigation Project EEP Project Number: D06040 -A Project Information Project Name Plum Creek Wetland Mitigation Project County Brunswick County Project Area acres Approximately 89 acres Project Coordinates latitude and longitude) 34.068850, - 78.229486 Project Watershed Summary Information Physiographic Province Middle Atlantic Coastal Plain River Basin Lumber River USGS Hydrologic Unit 8-digit 03040208 USGS Hydrologic Unit 12-digit 030402080102 NCDWQ Sub -basin Long Bay Subbasin Project Drainage area (acres) 110 acres Project Drainage Area Percentage of Impervious Area 0% CGIA Land Use Classification Other Needleleaf Evergreen Forests Wetland Sum mar Information Size of Wetland (acres) 83 acres Wetland Type Non-Riparian, non- riverine Mapped Soil Series Torhunta Mucky Fine Sandy Loam Drainage class Very poorly drained soils Soil H dric Status Hydric Source of Hydrology Precipitation / Groundwater Hydrologic Im airment Previous Ditching Native Vegetation Community Pond Pine Woodland Community Percent Composition of exotic invasive vegetation 5% Regulatory Considerations Regulation Applicable? Resolved? Supporting Documentation Waters of the United States — Section 404 Yes Yes Jurisdictional Determination Waters of the Unites States — Section 401 No Endangered Species Act No Historic Preservation Act No CZMA / CAMA No FEMA Floodplain Compliance No Essential Fisheries Habitat No Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of S; Submitted: February 2011 Appendix A Appendix B: Visual Assessment Data V%u�'I . To ditch25 ditch50 ditch75 ditch 100 Pn ICe, Lo � 1, cf4�1' a-- ditch235 ditch 185 G -9 / ditch 135 i r G -1 .PS4 Ib y riiiiiii I G -2 Ib 1 G -5 PS8 � &G -4 C� GoA G -3 1 - 78.2263634050 34.0681132397 VP7 - 78.2311915177 34.0694261940 G4 1 - 78.2275238683 34.0702695894 VP8 - 78.2308472157 34.0683872598 G -5 - 78.2279971273 34.0713911213 VP2 - 78.2295368290 34.0671881345 G -6 - 78.2333634835 34.0692539959 VP5 - 78.2278973076 34.0714729062 G -7 1 - 78.2312897976 34.0695092583 VP4 - 78.2274240495 34.0703513738 N ditch75 \� Go d� Ix Y Cam\ ditch75 - 78.2331980320 34.06794884048840 3 PS1 - 78.2329393125 34.0662820253 36 - 78.2331256261 34.0679703596 T - 78.2329613657 34.0669550523 ditch185 - 78.2328570459 34.0680126646 PS3 - 78.2334434147 04 _ BG99Y.Br. G -3 1 - 78.2263634050 34.0681132397 VP7 - 78.2311915177 34.0694261940 G4 1 - 78.2275238683 34.0702695894 VP8 - 78.2308472157 34.0683872598 G -5 - 78.2279971273 34.0713911213 VP2 - 78.2295368290 34.0671881345 G -6 - 78.2333634835 34.0692539959 VP5 - 78.2278973076 34.0714729062 G -7 1 - 78.2312897976 34.0695092583 VP4 - 78.2274240495 34.0703513738 N ditch75 - 78.2332904341 34.06793291171 Name Ix Y / ditch75 - 78.2331980320 34.06794884048840 3 PS1 - 78.2329393125 34.0662820253 ditch100 - 78.2331256261 34.0679703596 PS2 - 78.2329613657 34.0669550523 ditch185 - 78.2328570459 34.0680126646 PS3 - 78.2334434147 34.0693263096 ditch235 - 78.2326987612 34.0680499215 PS4 - 78.2306035321 34.0697689117 Boggy Br. Stream Gauge - 78.2248154689 34.0683718407 PS5 - 78.2255670474 34.0680886051 0 250 500 1,000 PS6 - 78.2265428881 34.0699722721 Feet PS7 78.2271424208 34.0709648899 PS8 2281502514 34.0713047457 Legend r; North Carolina o Project Easement Boundary Groundwater Monitoring Wells USDA Soil Ecosystem Enhancement Program Wetland Enhancement fi • hydrology greater than 12.5 percent Goldsboro Fine Sandy Loam, 0 To 2 Percent Slopes _ ` Plum Creek Wetland Mitigation Site Photo Station and View Direction ® hydrology >5 percent and <12.5 percent -Leon Fine Sand, 0 To 2 Percent Slopes - Contours * hydrology not met Lynchburg Fine Sandy Loam Brunswick County Ditch Plugs • Boggy Branch Gauge - Pantego Mucky Loam EEP Project No. D06040 -A Non - Restored Upland Area Vegetation Monitoring Plots - Rains Fine Sandy Loam Current Condition Plan View ® Pond Pine Woodland Vag Survival Met Torhunta Mucky Fine Sandy Loam The Louis Berger Group, Inc. FIGURE 2 Nonriverine Wet Hardwood Forest - Vag Survival Not Met 1001 Wade Avenue, SUlte 400 Raleigh, NC 27605 December 2010 The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Project Vegetation Monitoring Plot Photos Veg Plot 1, view from southwest corner January 7, 2009 Veg Plot 1, view from southwest corner November 15, 2010 Veg Plot 2, view from southwest corner January 7, 2009 Veg Plot 3, view from southwest corner January 8, 2009 Veg Plot 2, view from southwest corner November 15, 2010 Veg Plot 3, view from southwest corner November 16, 2010 Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of 5; Submitted: February 2011 Appendix B The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Project Veg Plot 4, view from southwest corner January 8, 2009 Veg Plot 5, view from southwest corner January 8, 2009 Veg Plot 6, view from southwest corner January 7, 2009 Veg Plot 4, view from southwest corner November 16, 2010 Veg Plot 5, view from southwest corner November 15, 2010 Veg Plot 6, view from southwest corner November 15, 2010 Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of 5; Submitted: February 2011 Appendix B The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Project Veg Plot 7, view from southwest corner January 7, 2009 Veg Plot 8, view from southwest corner January 7, 2009 Veg Plot 7, view from southwest corner November 15, 2010 Veg Plot 8, view from southwest corner November 15, 2010 Veg Plot 9, view from southwest corner, January 7, 2009 Veg Plot 9, view from southwest corner November 15, 2010 Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of S; Submitted: February 2011 Appendix B The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Proiect Photo Stations Photo Station 1, view looking north October 28, 2009 Photo Station 2, view looking east October 28, 2009 Photo Station 3, view looking east October 28, 2009 Photo Station 1, view looking north November 15, 2010 Photo Station 2, view looking east November 15, 2010 Photo Station 3, view looking east November 15, 2010 V. Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of 5; Submitted: February 2011 Appendix B The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Proiect Photo Station 4, view looking east October 29, 2009 Photo Station 5, view looking east October 29, 2009 Photo Station 6, view looking west October 29, 2009 Photo Station 4, view looking east November 15, 2010 Photo Station 5, view looking east November 15, 2010 Photo Station 6, view looking west November 15, 2010 Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of 5; Submitted: February 2011 Appendix B The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Proiect Photo Station 7, view looking east October 29, 2009 Photo Station 8, view looking north October 29, 2009 Photo Station 7, view looking east November 15, 2010 Photo Station 8, view looking north November 15, 2010 Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of S; Submitted: February 2011 Appendix B Appendix C: Vegetation Plot Data The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Project Table 5: Veg Plot Criteria Attainment Plum Creek Wetland Restoration EEP Pro'ect Number: D06040 -A Tract Veg Plot ID Stems Per Acre Veg Survival Threshold Met? (320 stems per acre Tract Mean Plum Creek Wetland Restoration Site 1 485 Y 89% 2 320 Y 3 320 Y 4 320 Y 5 320 Y 6 280 N 7 320 Y 8 364 Y 9 320 Y ' - During Year 1 monitoring, these plots did not make vegetation criteria due to missing stems. These stems were found during this year's monitoring efforts. 2 - One stem short of meeting the 320 stem/ac threshold. Table 6: CVS Vegetation Metadata Table Plum Creek Wetland Restoration EEP Project Number: D06040 -A 3. Report Prepared By 4. Tina Sekula 5. Date Prepared 6. 12/10/2010 14:28 7. 8. 9. 10. 11. database name 12. The Louis Berger Group -Plum Year 2.mdb 13. database location 14. G:\JR_ PROJECTS\ JR5155 _Plum_Creek_W_Rest\Monitoring_ Data\2010 \ve data 15. computer name 16. RAL- TSEKULA -X 17. file size 18. 374661 12 19. 20. 21. 22. 23. DESCRIPTION OF WORKSHEETS IN THIS DOCUMENT------ - - - - -- 24. 25. Metadata 26. Description of database file, the report worksheets, and a summary of project(s) and project data. 27. Pro', planted 28. Each project is listed with its PLANTED stems per acre, for each year. This excludes live stakes. 29. Pro', total stems 30. 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. 31. Plots 32. List of plots surveyed with location and summary data (live stems, dead stems, missing, etc.). 33. Vigor 34. Frequency distribution of vigor classes for stems for all plots. Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of 5; Submitted: February 2011 Appendix C The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Proiect Table 6: CVS Vegetation Metadata Table Plum Creek Wetland Restoration EEP Project Number: D06040 -A 35. Vigor b Spp 36. Frequency distribution of vigor classes listed by species. 37. Damage 38. List of most frequent damage classes with number of occurrences and percent of total stems impacted by each. 39. Damage by Spp 40. Damage values tallied by type for each species. 41. Damage by Plot 42. Damage values tallied by type for each plot. 43. Planted Stems by Plot and SPP 44. A matrix of the count of PLANTED living stems of each species for each plot; dead and missing stems are excluded. 45. 46. 47. 48. 49. PROJECT SUMMARY---- - -------------------------------- 50. 51. Project Code 52. 92549 53. project Name 54. Plum Creek Wetland Restoration Site 55. Description 56. The project involves the construction of approximately 80 acres of non - riverine wetland restoration. 57. River Basin 58. Lumber 59. length(ft) 60. 61. stream-to-edge width (ft) 62. 63. area (s m ) 64. 65. Required Plots calculated 66. 67. Sampled Plots 68. 0 Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of 5; Submitted: February 2011 Appendix C The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Project Table 7: CVS Stem Count Total and Planted by Plot and Species Plum Creek Wetland Restoration EEP Project Number: D06040 -A GJ E i-1 N M 4 LA %6 r� 00 C 1 C w M ++ H ri ri ri ri ri ri ri ri ri d y Z R y � ►+ N i N i N is N i C N i � N i N i N i C N L 0 O a O' '^ ,n d. ,n co ,n co ,n co d. ,n ca ,,� ca �. ,n co d. ,n ra d. ,,� m Q. N E }' ate+ H U ; N O 0 A N O Cn � N O Cn > N O Cn > N O Cn >- N O O, > N O Cn > N O O) > N O M > U O O O O O O O O O O V C. M M C. M M C. C. M Chamaecyparis Atlantic white thyoides cedar 4 3 1.33 1 2 1 Gordonia lasianthus loblolly bay 10 7 1.43 1 1 1 2 2 1 2 Pinus serotina pond pine 60 9 6.67 9 7 6 6 4 7 8 8 5 Quercus laurifolia laurel oak 1 1 1 1 swamp Quercus michauxii chestnut oak 1 1 1 1 TOT: 0 1 5 1 5 1 76 1 5 1 12 8 8 1 8 8 1 7 1 8 1 9 1 8 Project Code Project Name River Basin Year 2 Stem Count 92549 Plum Creek Wetland Restoration Site Lumber 341.734543 Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of S; Submitted: February 2011 Appendix C Appendix D: Hydrologic Data The Louis Berger Group, Inc. Plum Creek Wetland Mitigation Project Table 8: Wetland Gauge Attainment Data — >5 percent and <12.5 percent criteria Plum Creek Wetland Restoration EEP Project Number: D06040 -A Summary of Groundwater Gauge Results for Years 1 through 5 Gauge Success Criteria Achieved / Max Consecutive Days During Growing Season (Percentage) Year 1 (2009) Year 2 (2010) Year 3 (2011) Year 4 (2012) Year 5 (2013) PCW1 No / 3 days No / 9 days (1.2 percent) (3.6 percent) PCW2 Yes / 19 days Yes / 19 days (7.6 percent) (7.6 percent) PCW3 No / 9 days Yes / 15 days (3.6 percent) (6 percent) PCW4 Yes / 22 days Yes / 18 days (8.8 percent) 7.2 percent) PCW5 Yes / 41 days Yes / 20 days (16.5 percent) (8 percent) PCW6 No / 3 days No / 8 days 1.2 percent) 3.2 percent) PCW7 Yes / 24 days Yes / 18 days (9.6 percent) (7.2 percent) PCW8 Yes / 22 days Yes / 19 days (8.8 percent) 7.6 percent) PCW9 No / 12 days Yes / 15 days (4.8 percent) (6 percent) Plum Creek Wetland Mitigation Project; EEP Project Number D06040 -A; Year 2 of 5; Submitted: February 2011 Appendix D 12.0 0.0 s. a� 3 -12.0 0 i V 0 o~ A -24.0 Plum Creek Wetland Mitigation Gauge G -1 (Serial No. EBD3BBC) Project Site - 36.0 0 0 0 0 0 0 0 ~ N N f) 116 �y 0 o O O o 0 0 0 0 o O o 0 0 0 0 0 0 0 S�, cd cd •'S U U 0 0 N N Q Q ti ti ti ti ti V] V] z z Q Q N Date of Measurement Groundwater - - - - Required Depth (in.) Precipitation 4.00 3.50 3.00 2.50 2.00 0 t~ 0 s� v 1.50 a 1.00 0.50 0.00 0 U U Q M 12.0 0.0 s� r -12.0 0 L7 0 4 a� A -24.0 -36.0 Plum Creek Wetland Mitigation Gauge G -2 (Serial No. EBD77A1) Reference Wetland 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - M N N N '--' ~ M ,M-i N N N N Date of Measurement Groundwater - - - -Required Depth (in.) Precipitation 4.00 3.50 3.00 2.50 ^ 0 2.00 1.50 a 1.00 0.50 0.00 0 U U Q M 12.0 0.0 r -12.0 0 L7 0 a� -24.0 -36.0 Plum Creek Wetland Mitigation Gauge G -3 (Serial No. 113131387) Project Site 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N N N '--' ~ M ,M-i N N N M Date of Measurement Groundwater - - - -Required Depth (in.) Precipitation 4.00 3.50 3.00 2.50 ^ s~ t~ 0 2.00 s� 1.50 a 1.00 0.50 0.00 0 U U Q M 12.0 0.0 s� -12.0 0 L7 0 a� A -24.0 -36.0 Plum Creek Wetland Mitigation Gauge G -4 (Serial No. 1130ED8A) Project Site 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N N N '--' ~ M ,M-i N N N M Date of Measurement - Groundwater - - - -Required Depth (in.) Precipitation 4.00 3.50 3.00 2.50 ^ 0 2.00 1.50 a 1.00 0.50 -- 0.00 0 U U Q M 12.0 0.0 s� r -12.0 0 L7 0 4 a� -24.0 -36.0 Plum Creek Wetland Mitigation Gauge G -5 (Serial No. 11313B7D) Project Site 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Date of Measurement Groundwater - - - -Required Depth (in.) Precipitation 4.00 3.50 3.00 2.50 ^ 0 2.00 1.50 a 1.00 0.50 0.00 0 U U Q M 12.0 0.0 r -12.0 0 L7 0 4 a� A -24.0 beginning of i growing i season - ' March 15 o Q Plum Creek Wetland Mitigation Gauge G -6 (Serial No. EBD218E) Project Site � 4.00 end of growing season - i November 18 ; 3.50 3.00 2.50 0 2.00 1.50 a A k i h I• T 1.00 0.50 -36.0 i r- 1)Lliu4° 111'n fu; ' SJli Q III 1 1, ��- '�4�yr 4' ' u �11 IL_IIrVLII , I 1r 11 1 u Y. . 1 h 11 1 u . � „. i i i._ 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N '—' N •-- N N � N ~ ,-- N --' N N , m Date of Measurement - Groundwater - - - -Required Depth (in.) Precipitation Plum Creek Wetland Mitigation Gauge G -7 (Serial No. EBD2Al2) Project Site 12.0 beginning of growing season - March 15 0.0 A ' A a~ s� -12.0 y --- - - - - -- ----- - - - - -- L7 ' s:L � A -24.0 IIN end of growing season - , November 18 - - r- - 4.00 3.50 3.00 2.50 ^ s~ t~ 0 2.00 s� 1.50 a 1.00 0.50 -36.0 T r-,) u 4 ° 111i 41 ` ' ' 1 -11 4a S il 1411 11, 1 4l ' 11 �� u u._ 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N •--� N N N N �--' N N Date of Measurement Groundwater - - - -Required Depth (in.) Precipitation 12.0 1E s� -12.0 0 L7 0 a� A -24.0 -36.0 Plum Creek Wetland Mitigation Gauge G -8 (Serial No. 1130ED80) Project Site 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - M N N N '--' ~ M ,M-i N N N N Date of Measurement - Groundwater - - - -Required Depth (in.) Precipitation 4.00 3.50 3.00 2.50 ^ 0 2.00 1.50 a 1.00 0.50 0.00 0 U U Q M 12.0 0.0 r -12.0 L7 4 a� -24.0 Plum Creek Wetland Mitigation Gauge G -9 (Serial No. EBD5020) Project Site beginning of i growing ,season - March 15 -------- "-- �---------------- end of growing season - November 18 Bpi 4.00 3.50 3.00 2.50 ^ 0 2.00 1.50 a 1.00 0.50 -36.0 i r- 1)uN4° 1111n 11`' ',4114a 1, -JYI ill J 4' '�11 � ]4� IL_r�v4„ . I 1r1;11-1r1I u IP . '16r J— I�rT���'— ��Ivvu��uu._ 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N '-' N •--� N N � N ~ ,--� N --' N N ,� � m Date of Measurement Groundwater - - - -Required Depth (in.) Precipitation 12.0 0.0 s. a� 3 -12.0 0 i V 0 o~ A -24.0 -36.0 0 Plum Creek Wetland Mitigation Gauge 'Ditch25' (Serial No. EBD3EDF) Project Site 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ti ti ti Q Q N Date of Measurement - Groundwater - - - -Required Depth (in.) Precipitation 4.00 3.50 3.00 2.50 2.00 0 t~ 0 s� v 1.50 a 1.00 0.50 0.00 0 U U Q M 12.0 0.0 r -12.0 0 L7 0 a� A -24.0 -36.0 Plum Creek Wetland Mitigation Gauge 'Ditch50' (Serial No. EBD64BE) Project Site 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N '-' N •--� N N � N '--' ,--i N --' N Date of Measurement - Groundwater - - - -Required Depth (in.) 0 0 0 0 0 0 U U O O O N z z Q Q kn M N Precipitation 4.00 3.50 3.00 2.50 ^ 0 2.00 1.50 a 1.00 0.50 0.00 0 U U Q M 12.0 0.0 -12.0 0 L7 0 a� A -24.0 -36.0 Plum Creek Wetland Mitigation Gauge 'Ditch75' (Serial No. EBDBA05) Project Site 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - M N N N '--' ~ M ,M-i N N N N Date of Measurement Groundwater - - - -Required Depth (in.) Precipitation 4.00 3.50 3.00 2.50 ^ 0 2.00 1.50 a 1.00 0.50 -- 0.00 0 U U Q M 12.0 beginning of growing 1 season - March 15 1E s� r -12.0 r�fy' V 0 J.d 4 A -24.0 Plum Creek Wetland Mitigation Gauge 'Ditch100' (Serial No. 11310FEA) Project Site 1 1 end of growing season - November 18 I 1 r 4.00 3.50 3.00 2.50 0 2.00 1.50 a 1.00 0.50 -36.0 i r- 1)uN4° 11x'411`' 11M I I4a 1, .11,11 ill J 4' '�11 � ]4� Ie_r�v4„ . I 1r'; 111�1 I u IP . 'I rJ— I�rT °r -�� �Ivvu �uu._ 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 It � o O O z Z Q Q Q \10 n N C N N r` N 4 '--' O 4 '--' N ti Date of Measurement Groundwater - - - -Required Depth (in.) Precipitation 12.0 0.0 s� r -12.0 0 L7 0 a� -24.0 -36.0 Plum Creek Wetland Mitigation Gauge'Ditch185' (Serial No. 11313BC2) Project Site 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Date of Measurement - Groundwater - - - -Required Depth (in.) Precipitation 4.00 3.50 3.00 2.50 ^ 0 2.00 1.50 a 1.00 0.50 0.00 0 U U Q M 12.0 0.0 s� r -12.0 0 L7 0 4 a� A -24.0 -36.0 Plum Creek Wetland Mitigation Gauge "Ditch235' (Serial No. A28C5CB) Project Site 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N '-' N •--� N N � N '--' ,--i N --' N Date of Measurement - Groundwater - - - -Required Depth (in.) 0 0 0 0 0 0 U U O O O N z z Q Q kn M N Precipitation 4.00 3.50 3.00 2.50 ^ 0 2.00 1.50 a 1.00 0.50 0.00 0 U U Q M LKIIII 40.50 40.00 39.50 A 39.00 e� W 38.50 38.00 37.50 Plum Creek Mitigation Site Stream Gauge SG -1 (Serial No. 9DE767F ) 4.00 3.50 3.00 2.50 0 2.00 C. U 1.50 AO 1.00 0.50 37.00 1 'TLI ITi IT1111� 1 t 4 1\1 t . 1 1 I 1 I _ i , I A , I I I I �i I I I _ i III TP/�I II iI I'll I I IIII111.11iT�1 1 R 1 111W TiT4) Y\ �I 1 .11 .11 0.00 O O O O O O O O O O O O O O O O O O O O O O O O O O O Q Q Q N •--� N •--� N N N pp N O '-' ,--� C N �"' 4 N N N M Channel Bed Elevation Water's Sureface Elevation Precipitation 12.0 0.0 s. 3 c -12.0 0 0 V 0 A -24.0 -36.0 0 ti Plum Creek Wetland Mitigation Reference Site FOREST GUAGE (Formerly REF 21 (Serial No. EBCFCF6) 0 0 0 0 0 0 0 0 0 Groundwater 0 0 0 0 0 0 0 0 0 4 op N Date of Measurement ~ N - - - -Required Depth (in.) 0 0 0 0 0 0 0 o o � O O Q Q 4 N In 01 M N N � Precipitation 4.00 3.50 3.00 2.50 s~ 0 2.00 a 1.50 w 1.00 limit] 0.00 0 U U Q M PO 12.0 0.0 C s, 3 -12.0 0 0 a a� A -24.0 -36.0 0 ti Plum Creek Wetland Mitigation Reference Site POND GUAGE {Formerly PC -REF11 (Serial No. EBD2B2F) 0 0 0 0 0 0 0 0 0 Groundwater 0 0 0 0 0 0 0 0 0 4 o� N N Date of Measurement - - - -Required Depth (in.) 0 0 0 0 0 � O O o 0 4 N Z Z N N 'r' O1 Precipitation 4.00 3.50 3.00 2.50 0 2.00 a 1.50 ';'*' a 1.00 0.50 0.00 0 0 0 Q Q Q �--� M 12.0 0.0 s. F 0 -12.0 0 s. L7 0 A -24.0 -36.0 0 ti Plum Creek Wetland Mitigation Reference Guage ROAD GUAGE {Formerly PLUM REF} (Serial No. 9DE6C99) 0 0 0 0 0 0 0 0 0 0 ¢I N rq Groundwater 0 0 0 0 0 0 0 0 0 4 o� N N Date of Measurement - - - -Required Depth (in.) 0 0 0 0 0 Y O O Q z z N N N 'r' O1 Precipitation 4.00 3.50 3.00 2.50 0 2.00 try 1.50 ; a 1.00 0.50 0.00 0 0 0 �--� M 18.00 16.00 14.00 12.00 c 10.00 0 8.00 a 6.00 4.00 2.00 0.00 Plum Creek 30 -70 Percentile Graph Shallotte, North Carolina Jan 10 Feb 10 Mar 10 Apr 10 May 10 Jun 10 Jul 10 Aug 10 Sep 10 Oct 10 Nov 10 Dec 10 Date 2010 Rainfall — – 30th Percentile 70th Percentile Appendix E: Pedon Description Sheets Pedon Description Sheet Sampling Location: Well 1 Time: 2 -5PM Date: 12/20/2010 Weather: 40 °F Sunny Describer: Sekula /Bode Landscape Position: Headwater wetland Depth to Saturation or Free Water: saturation at 11in and free water at 20in Vegetative Cover: Scrub -shrub Parent Material(s): Hydric Soil: es No Hydric Soil Indicator: F7 Soil Series: Torhunta HGM Wetland C ass: Slope Depth: Matrix Color /Colors: Redox Concentrations percent /size /color /location /type Texture % rock frags & size Roots size & abundance 1.5" - 0 organic matter 0 -9" 10 YR 2/1 sandy clay loam 9" -21" 10 YR 3/1 sandy clay 21 " -25" 10 YR 3/2 sandy clay 25" -36" 10 YR 4/2 5% / 7.5YR 5/6 / matrix fine sandy clay oxidized rhizospheres 36 " -40" 10 YR 5/2 25% / 10 YR 6/8 / matrix sandy clay oxidized rhizospheres 40 " -48" 10 YR 6/2 20 %/ 10 YR 6/8 / matrix fine sandy clay 20% / 5 YR 4/6 / matrix 5% / 2.5 Y 5/6 / matrix Pedon Description Sheet Sampling Location: Well 2 Time: 2 -5PM Date: 12/20/2010 Weather: 40 °F Sunny Describer: Sekula /Bode Landscape Position: Headwater wetland Depth to Saturation or Free Water: saturation at 11in and free water at 15in Vegetative Cover: Scrub -shrub Parent Material(s): Hydric Soil: es No Hydric Soil Indicator: F7 Soil Series: Torhunta HGM Wetland C ass: Slope Depth: Matrix Color /Colors: Redox Concentrations percent /size /color /location /type Texture % rock frags & size Roots size & abundance 1" -0 organic matter 0 -20" 10 YR 2/1 sandy clay loam 20 " -38" 10 YR 4/2 5% / 7.5 Y 6/8 / matrix sandy clay 38 " -48" 10 YR 5/2 (50 %) sandy clay 10 YR 2/1 (50 %) 20% / 7.5Y 6/8 / matrix Pedon Description Sheet Sampling Location: Well 3 Time: 2 -5PM Date: 12/21/2010 Weather: 40 °F Sunny Describer: Sekula /Bode Landscape Position: Headwater wetland Depth to Saturation or Free Water: saturation at 10in and free water at 20in Vegetative Cover: Scrub -shrub Parent Material(s): Hydric Soil: res No Hydric Soil Indicator: F7 Soil Series: Torhunta HGM Wetland C ass: Slope Depth: Matrix Color /Colors: Redox Concentrations percent /size /color /location /type Texture % rock frags & size Roots size & abundance 0 -16" 10 YR 2/1 sandy clay loam 16 " -23" 10 YR 3/1 sandy clay 23 " -47" 10 YR 4/2 10% / 10 YR 6/6 / matrix sandy clay oxidozed rhizospheres 47 " -48" 10 YR 5/2 20% / 7.5 YR 5/8 / matrix sandy clay Pedon Description Sheet Sampling Location: Well 4 Time: 2 -5PM Date: 12/21/2010 Weather: 40 °F Sunny Describer: Sekula /Bode Landscape Position: Headwater wetland Depth to Saturation or Free Water: saturation at 6in and free water at Bin Vegetative Cover: Scrub -shrub Parent Material(s): Hydric Soil: res No Hydric Soil Indicator: F7 Soil Series: Torhunta HGM Wetland C _75 ss Slope Depth: Matrix Color /Colors: Redox Concentrations percent /size /color /location /type Texture % rock frags & size Roots size & abundance 0 -16" 10 YR 2/1 sandy clay loam 16 " -23" 10 YR 3/1 sandy clay 23" -47" 10 YR 4/2 10% / 10 YR 6/6 / matrix sandy clay oxidozed rhizospheres 47 " -48" 10 YR 5/2 20% / 7.5 YR 5/8 / matrix sandy clay Pedon Description Sheet Sampling Location: Well 5 Time: 2 -5PM Date: 12/20/2010 Weather: 40 °F Sunny Describer: Sekula /Bode Landscape Position: Headwater wetland Depth to Saturation or Free Water: saturation at In and free water at 6in Vegetative Cover: Scrub -shrub Parent Material(s): Hydric Soil: re s No Hydric Soil Indicator: F7 Soil Series: Torhunta HGM Wetland C ass: Slope Depth: Matrix Color /Colors: Redox Concentrations percent /size /color /location /type Texture % rock frags & size Roots size & abundance 2" -0 organic matter 0 -17" 10 YR 2/1 sandy clay loam 17 " -36" 10 YR 3/2 sandy clay oxidized rhizospheres 36 " -48" 10 YR 4/2 sandy clay oxidized rhizospheres Pedon Description Sheet Sampling Location: Well 6 Time: 2 -5PM Date: 12/20/2010 Weather: 40 °F Sunny Describer: Sekula /Bode Landscape Position: Headwater wetland Depth to Saturation or Free Water: saturation at 11in and free water at 20in Vegetative Cover: Scrub -shrub Parent Material(s): Hydric Soil: res No Hydric Soil Indicator: F7 Soil Series: Torhunta HGM Wetland Cass: Slope Depth: Matrix Color /Colors: Redox Concentrations percent /size /color /location /type Texture % rock frags & size Roots size & abundance 2" -0 organic matter 0 -34" 10 YR 2/1 sandy clay loam 34" -48" 10 YR 3/2 sandy clay oxidized rhizospheres Pedon Description Sheet Sampling Location: Well 7 Time: 2 -5PM Date: 12/20/2010 Weather: 40 °F Sunny Describer: Sekula /Bode Landscape Position: Headwater wetland Depth to Saturation or Free Water: saturation at 12in and free water at 14in Vegetative Cover: Scrub -shrub Parent Material(s): Hydric Soil: es No Hydric Soil Indicator: F7 Soil Series: Torhunta HGM Wetland C _75 ss Slope Depth: Matrix Color /Colors: Redox Concentrations percent /size /color /location /type Texture % rock frags & size Roots size & abundance 1" -0 organic matter 0 -27" 10 YR 2/1 sandy clay loam 27" -36" 10 YR 4/2 20% / 10 YR 6/8 / matrix sandy clay oxidized rhizospheres 36 " -41" 10 YR 5/2 50% / 10 YR 5/8 / matrix sandy clay 41" -48" 10 YR 6/2 20% / 10 YR 5/8 / matrix sandy clay Pedon Description Sheet Sampling Location: Well 8 Time: 2 -5PM Date: 12/20/2010 Weather: 40 °F Sunny Describer: Sekula /Bode Landscape Position: Headwater wetland Depth to Saturation or Free Water: saturation at gin and free water at gin Vegetative Cover: Scrub -shrub Parent Material(s): Hydric Soil: es No Hydric Soil Indicator: F7 Soil Series: Torhunta HGM Wetland C ass: Slope Depth: Matrix Color /Colors: Redox Concentrations percent /size /color /location /type Texture % rock frags & size Roots size & abundance 1" -0 organic matter 0 -24" 10 YR 2/1 sandy clay loam 24 " -30" 10 YR 5/2 sandy clay oxidized rhizospheres 30 " -48" 10 YR 6/2 sandy clay Pedon Description Sheet Sampling Location: Well 9 Time: 2 -5PM Date: 12/20/2010 Weather: 40 °F Sunny Describer: Sekula /Bode Landscape Position: Headwater wetland Depth to Saturation or Free Water: saturation at 10in and free water at 14in Vegetative Cover: Scrub -shrub Parent Material(s): Hydric Soil: es No Hydric Soil Indicator: F7 Soil Series: Torhunta HGM Wetland C ass: Slope Depth: Matrix Color /Colors: Redox Concentrations percent /size /color /location /type Texture % rock frags & size Roots size & abundance 1" -0 0 -11" 10 YR 2/1 sandy clay loam 11 " -17" 10 YR 2/2 sandy clay oxidized rhizospheres 17 " -22" 10 YR 3/2 sandy clay oxidized rhizospheres 22" -34" 10 YR 4/2 fine sandy clay oxidized rhizospheres 34" -48" 10 YR 5/2 2% / 2.5 Y 5/6 sandy clay oxidized rhizospheres