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Home My WebLink About20070624 Ver 1_Year 1 Monitoring Report_2008120809-06a4 YEAR 1 (2008) ANNUAL MONITORING REPORT RECEIVED JARMANS OAK RESTORATION SITE NOV ) 4 ii'IU8 ONSLOW COUNTY, NORTH CAROLINA NC ECOSYSTEM (CONTRACT D06069-A) ENHANCEMENT PROGRAM FULL DELIVERY PROJECT WHITE OAK RIVER BASIN CATALOGING UNIT 03030001 1 Prepared for: 1 NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES RALEIGH, NORTH CAROLINA 1 Prepared by:? C 9 cN 1 ? ??E Q??-?? ems' And Axiom Environmental, Inc. 1 ?S?N Restoration Systems, LLC 1101 Haynes Street, Suite 211 Raleigh, North Carolina 27604 Axiom Environmental, Inc. 2126 Rowland Pond Drive Willow Springs, North Carolina 27592 November 2008 u N EXECUTIVE SUMMARY Restoration Systems, L.L.C. has completed restoration of stream and riverine wetlands at the Jarman Oak Stream and Wetland Restoration Site to assist the North Carolina Ecosystem Enhancement Program in fulfilling stream and wetland mitigation goals in the region. The Site is located less than 2 miles east of the Onslow/Duplin County line and approximately 3 miles west of the Town of Richlands in Onslow County. The Site is located in United States Geological Survey (USGS) Catologing Unit (CU) and Targeted Local Watershed 03030001010010 (North Carolina Division of Water Quality Subbasin 03-05- 02) of the White Oak River Basin and will service the USGS 8-digit CU 03030001. This report serves as the Year 1 (2008) annual monitoring report. Primary activities at the Site included 1) stream restoration, 2) wetland restoration, 3) soil scarification, and 4) plant community restoration. Project restoration efforts will provide a minimum of 6640 Stream Mitigation Units and 12 riverine Wetland Mitigation Units. Fourteen vegetation plots (13-10 meters by 10 meters and 1-20 meters by 5 meters in size) were established and permanently monumented. These plots were surveyed in September 2008, for the Year 1 (2008) monitoring season. Based on the number of stems present, the average density of all plots was 471 planted stems per acre surviving in Year 1 (2008). The dominant species identified at the Site were planted stems of blackgum (Nyssa biflora), green ash (Fraxinus pennsylvanica), and river birch (Betula nigra), and natural recruits of red maple (Acer rubrum) and sweetgum (Liquidambar styraciflua). Vegetation sampling across the Site was above the required average density with 471 planted stems per acre. Two of the fourteen plots had low densities (plots 1 and 9) with 283 and 202 planted stems per acres, respectively; however, this is not considered to be a problem at this time. These areas should be watched over the monitoring period; the establishment of natural recruits is expected over the next few years. No vegetation problem areas were noted during the Year 1 (2008) monitoring season. Twenty cross-sections and longitudinal profiles within five 600-foot reaches were measured during Year 1 (2008) monitoring. As a whole, monitoring measurements indicate that there have been minimal changes in both the longitudinal profile and cross-sections as compared to as-built data. The as-built channel geometry compares favorably with the emulated, stable E/C type stream reach as set forth in the detailed mitigation plan and construction plans. Current monitoring has demonstrated dimension, pattern, and profile were stable over the course of the monitoring period. Two potential stream problem areas were documented within the Site during the Year 1 (2008) monitoring year. Each is an area of reduced bed and bank integrity, located on the Main Tributary near Station 32+50 and on the Southern Tributary (West) near Station 16+50, that should be watched throughout the monitoring period. No additional stream problem areas were noted within the Site during the Year 1 (2008) monitoring year. Four restoration Site and one reference groundwater gauges were operated for the Year 1 (2008) monitoring season. All monitored gauges within restoration areas were inundated/saturated within 12 inches of the surface for greater than 8 percent (ranging from 28 to 38 percent) of the growing season. No wetland problem areas were noted during Year 1 (2008) monitoring. Annual Monitoring Report Executive Summary Jarmans Oak Stream and Wetland Restoration Site ' In summary, the restoration site achieved success criteria for vegetation, stream, and hydrology attributes in the First Monitoring Year (2008). u ' Annual Monitoring Report Executive Summary Jarmans Oak Stream and Wetland Restoration Site 1 TABLE OF CONTENTS EXECUTIVE SUMMARY ......................................................................................................................i 1.0 PROJECT BACKGROUND ...................................................................................................... ..1 1.1 Location and Setting .............................................................................................................. ..1 1.2 Project Objectives .................................................................................................................. ..1 1.3 Project Structure, Restoration Type, and Approach ................................................................. .. l 1.4 Project History and Background ............................................................................................. .. 3 2.0 PROJECT CONDITION AND MONITORING RESULTS ....................................................... .. 5 2.1 Vegetation Assessment ........................................................................................................... .. 5 2.1.1 Vegetation Success Criteria ............................................................................................ .. 5 2.1.2 Vegetative Problem Areas .............................................................................................. ..6 2.2 Stream Assessment ................................................................................................................ .. 6 2.2.1 Stream Success Criteria .................................................................................................. ..6 2.2.2 Bankfull Events .............................................................................................................. .. 6 2.2.3 Stream Problem Areas .................................................................................................... .. 7 2.2.4 Categorical Stream Feature Visual Stability Assessment ................................................. ..7 2.2.5 Quantitative Stream Measurements ................................................................................. .. 8 2.3 Wetland Assessment .............................................................................................................. ..9 2.3.1 Wetland Success Criteria ................................................................................................ ..9 2.3.2 Wetland Problem Areas .................................................................................................. ..9 2.3.3 Wetland Criteria Attainment ........................................................................................... ..9 3.0 CONCLUSIONS ....................................................................................................................... 16 4.0 REFERENCES .......................................................................................................................... 18 FIGURES Figure 1. Site Location ...........................................................................................................................2 TABLES Table 1. Site Restoration Structures and Objectives ................................................................................3 Table 2. Project Activity and Reporting History ......................................................................................4 Table 3. Project Contacts Table ..............................................................................................................4 Table 4. Project Background Table .........................................................................................................4 Table 5. Planted Species and Reference Forest Ecosystem ...................................................................... 5 Table 6. Verification of Bankfull Events ................................................................................................. 6 Table 7A-E. Categorical Stream Feature Visual Stability Assessment ..................................................7-8 Table 8. Baseline Morphology and Hydraulic Summary .......................................................................10 Table 9A-E. Morphology and Hydraulic Monitoring Summary ........................................................11-15 Table 10. Wetland Criteria Attainment for Year 1 (2008) ......................................................................16 Table 11. Summary of Groundwater Gauge Results ..............................................................................16 Table 12. Summary of Planted Vegetation Plot Results .........................................................................17 Annual Monitoring Report page i Jarmans Oak Stream and Wetland Restoration Site APPENDICES APPENDIX A. VEGETATION DATA 1. Vegetation Survey Data Tables 2. Vegetation Monitoring Plot Photos APPENDIX B. GEOMORPHOLOGIC DATA 1. Tables B1-B5. Visual Morphological Stability Assessment 2. Cross-section Plots and Tables 3. Longitudinal Profile Plots APPENDIX C. HYDROLOGY DATA 2008 Groundwater Gauge Data APPENDIX D. MONITORING PLAN VIEW Annual Monitoring Report page ii Jarmans Oak Stream and Wetland Restoration Site 1.0 PROJECT BACKGROUND 1.1 Location and Setting Restoration Systems, L.L.C. (Restoration Systems) has completed restoration of stream and riverine wetlands at the Jarmans Oak Stream and Wetland Restoration Site (hereafter referred to as the "Site") to assist the North Carolina Ecosystem Enhancement Program (EEP) in fulfilling stream and wetland mitigation goals in the region. The Site, located less than 2 miles east of the Onslow/Duplin County line and approximately 3 miles west of the Town of Richlands in Onslow County, will provide a minimum of 6640 stream mitigation units and 12 riverine wetland mitigation units (Figure 1). The Site is located in United States Geological Survey (USGS) Catologing Unit (CU) and Targeted Local Watershed 03030001010010 (North Carolina Division of Water Quality [NCDWQ] Subbasin 03-05-02) of the White Oak River Basin and will service the USGS 8-digit CU 03030001. Directions to the Site from Richlands, North Carolina, are as follows: ? Travel west on Highway 24 for approximately 3 miles ? The Site is on the right immediately before Haw Branch Road 1.2 Project Objectives The primary components of the restoration project included 1) construction of a stable, riffle-pool stream channel; 2) enhancement of water quality functions within, upstream, and downstream of the Site 3) creation of a natural vegetated buffer along restored stream channels; 4) restoration of jurisdictional riverine wetlands in the Site; 5) improvement of aquatic habitat and species diversity by enhancing stream bed variability; and 6) restoration of wildlife functions associated with a riparian corridor/stable stream. 1.3 Project Structure, Restoration Type, and Approach A conservation easement has been placed on the Site to incorporate all restoration activities. The Site contains 17.1 acres of hydric soils, three UTs to the New River (main tributary, southern tributary [west] and southern tributary [east]), associated floodplains, and upland slopes. The purpose of this project was to restore stable pattern, dimension, and profile to the UTs; restore hydrology to drained riverine wetlands; and revegetate streams, floodplains, and wetlands within the Site. The Site drainage area encompasses approximately 0.59 square mile of land at the downstream Site outfall that is characterized by forest, agricultural land, and sparse industrial/residential development. Prior to construction, the entire Site was utilized for row crop production. In order to maximize useable field acreage streams were channelized and riparian vegetation was removed. Site streams were subject to contamination from the broadcast application of agricultural chemicals. Site agricultural practices contributed to degraded water quality, unstable channel characteristics (stream entrenchment, erosion, and bank collapse), and decreased wetland function. The primary goals of this stream and wetland restoration project focus on improving water quality, enhancing flood attenuation, and restoring aquatic and riparian habitat and will be accomplished by: Removing nonpoint and point sources of pollution associated with agriculture including a) cessation of broadcasting fertilizer, pesticides, and other agricultural chemicals into and adjacent to Site streams and b) restoration of a forested riparian buffer adjacent to streams to treat surface runoff. Annual Monitoring Report page 1 Jarmans Oak Stream and Wetland Restoration Site W lJ >J J co I / ? 4 > a3 C'i ? Ch i =1 L E > O r N N V - ,._s N O Z L 1 p, e ° 1 O O .-.N C:??0 ( LL ¢K 'o 0 (2) i LL (D .0 L+ LLJ ,f P -A U) U) i n.. Zc I?. A \ s p o i _ _to C 2, Z?U U) Z ry 0 C) i 7 -7- a ' c F? C a a J - - p? m, o a?N ? M1 y w+..Upa' a? .. rid- L7 ? C 3,? ?( a rn ,A O w '3 1 'Y t ?. o o w w 10 ?; 7,,,r„ ? 'E ? o rn c a V ? ?3N? yap i u • Reducing sedimentation within onsite and downstream receiving waters by a) reducing bank erosion associated with vegetation maintenance and agricultural plowing to Site streams and b) planting a forested riparian buffer adjacent to Site streams. • Reestablishing stream stability and the capacity to transport watershed flows and sediment loads by restoring stable dimension, pattern, and profile supported by natural in-stream habitat and grade/bank stabilization structures. • Promoting floodwater attenuation by a) reconnecting bankf ill stream flows to the abandoned floodplain terrace; b) restoring secondary, dredged, straightened, and entrenched tributaries, thereby reducing floodwater velocities within smaller catchment basins; c) increasing storage capacity for floodwaters within the Site; and d) revegetating Site floodplains to increase frictional resistance on floodwaters. • Restoring onsite wetlands, thereby promoting flood storage, nutrient cycling, and aquatic wildlife habitat. • Improving aquatic habitat with bed variability and the use of in-stream structures. • Providing a terrestrial wildlife corridor and refuge in an area developed for agricultural production. Primary activities at the Site included 1) stream restoration, 2) wetland restoration, 3) soil scarification, and 4) plant community restoration. Table 1 describes the Site restoration structures and objectives, which have provided the minimum of 6640 Stream Mitigation Units and 12 riverine Wetland Mitigation Units. • Restore 6418 linear feet of stream within three UTs to the New River by constructing meandering, E-type and braided, D-type channels. • Enhance (level II) 1205 linear feet of stream within three UTs to the New River • Restore 11 acres of jurisdictional riverine wetland by reestablishing historic water table elevations. • Enhance an additional 6.1 acres of jurisdictional riverine wetland. • Reforest the entire floodplain with native forest species. Table 1. Site Restoration Structures and Objectives Restoration Segment/ Reach ID Station Range Restoration T e/A roach* Designed Linear Footage/Acreage SMU/WMUs Main Tributary 10+00 -57+09 Restoration/PI 4709 4709 Southern UT (east) -- Restoration/PI 1013 1013 Southern UT (west) 10+00 -17+96 Restoration/PI 696 696 -- -- Enhancement 11 1205 482 Riverine Wetlands -- Restoration 11.0 11.0 Riverine Wetlands -- Enhancement 6.1 3.05 Mitigation Unit Summations Stream Riverine Wetland 6900 SMU's 14.05 WMU's ....,.... 7 . 1.4 Project History and Background Completed project activities, reporting history, completion dates, project contacts, and background information are summarized in Tables 2-4. Annual Monitoring Report page 3 Jarmans Oak Stream and Wetland Restoration Site Table 2. Project Activity and Reporting History Activity or Report Data Collection Completion Actual Completion or Delivery Restoration Plan December 2006 December 2006 Construction Completion NA September 2007 Site Planting NA January 2008 Mitigation Plan/As-builts November 2007 February 2008 Year 1 Monitoring (2008) November 2008 November 2008 Table 3. Project Contacts Table 11 Full Delivery Provider Restoration Systems 1101 Haynes Street, Suite 211 Raleigh, North Carolina 27604 George Howard and John Preyer (919) 755-9490 Construction Contractor Backwater Environmental PO Box 1654 Pittsboro, North Carolina 27312 Wes Newell (919) 523-4375 Planting Contractor Carolina Silvics 908 Indian Trail Road Edenton, North Carolina 27932 Dwight McKinney (919) 523-4375 Designer and Monitoring Performer Axiom Environmental, Inc. 2126 Rowland Pond Dr. Willow Spring, NC 27592 Grant Lewis (919) 215-1693 I Table 4. Project Background Table Project County Onslow County, North Carolina Drainage Area 0.59 square mile Drainage impervious cover estimate (%) < I Stream Order First and Second Physiographic Region Coastal Plain Ecoregion Carolina Flatwoods Rosgen Classification of As-built E-/C-type Dominant Soil Types Muckalee, Autryville Reference Site ID Bullard Branch USGS HUC 03030001 NCDWQ Subbasin 03-05-02 NCDWQ Classification C NSW (Stream Index # 19-(1)) Any portion of any project segment 303d listed? No Any portion of project upstream of a 303d listed segment? No Reasons for 303d listing or stressor Not Applicable % of project easement fenced 0% ' Annual Monitoring Report page 4 Jarmans Oak Stream and Wetland Restoration Site 1.5 Monitoring Plan View Monitoring activities for the Site, including relevant structures and utilities, project features, specific project structures, and monitoring features are detailed in the monitoring plan view in Appendix D. Site features including vegetation, stream dimension (cross-sections), stream profile and pattern, wetland hydrology, and photographic documentation were monitored in Year 1 (2008). 2.0 PROJECT CONDITION AND MONITORING RESULTS 2.1 Vegetation Assessment Following Site construction, fourteen plots (13-10 meters by 10 meters and 1-20 meters by 5 meters in size) were established and monumented with metal fence posts at all plot corners and PVC at each plot origin. Sampling was conducted as outlined in the CVS-EEP Protocol for Recording Vegetation, Version 4.0 (Lee et al. 2006) (http://cvs.bio.unc.edu/methods.htm); results are included in Appendix A. The taxonomic standard for vegetation used for this document was Flora of the Carolinas, Virginia, Georgia, and Surrounding Areas (Weakley 2007). The locations of vegetation monitoring plots were placed to accurately represent the entire Site and are depicted on the monitoring plan view in Appendix D. 2.1.1 Vegetation Success Criteria Success criteria have been established to verify that vegetation components support community elements necessary for forest development. Success criteria are dependent upon the density and growth of characteristic forest species. Additional success criteria are dependent upon density and growth of "Character Tree Species." Character Tree Species include planted species, species identified through visual inventory of an approved reference (relatively undisturbed) forest community used to orient the Site design, and appropriate community descriptions from Classification of the Natural Communities of North Carolina (Schafale and Weakley 1990) including Coastal Plain Small Stream Swamp and Nonriverine Wet Hardwood Forest. All canopy tree species planted and identified in the reference forest will be utilized to define "Character Tree Species" as termed in the success criteria. Table 5 below outlines planted and reference forest species. Table 5. Planted Species and Reference Forest Ecosystem Planted Species Reference Species River birch (Betula nigra) Red maple (Acer rubrum) Sugarberry (Celtis laevigata) Ironwood (Carpinus carolinaa) Buttonbush (Cephalanthus occidentalis) Pignut hickory (Carya glabra) Green ash (Fraxinus pennsylvanica) Dogwood (Corpus sp.) Swamp black gum (Nyssa biflora) Ash (Fraxinus sp.) Sycamore (Platanus occidentalis) American holly (Ilex opaca) Cherrybark oak (Quercus pagodaefolia) Sweetgum (Liquidambar styraciua) Water oak (Quercus nigra) Yellow poplar (Liriodendron tulipifera) Willow oak (Quercus phellos) White oak (Quercus alba) Elderberry (Sambucus canadensis) Water oak (Quercus nigra) Laurel oak (Quercus laurifolia) Swamp chestnut oak (Quercus michauxii) Cherrybark oak (Quercus pagoda) Annual Monitoring Report page 5 Jarmans Oak Stream and Wetland Restoration Site ii Success criteria dictate that an average density of 320 stems per acre of Character Tree Species must be surviving in the first three monitoring years. Subsequently, 290 Character Tree Species per acre must be surviving in year 4 and 260 Character Tree Species per acre in year 5. 2.1.2 Vegetative Problem Areas Vegetation sampling across the Site was above the required average density with an overall average of 471 planted stems per acre. Two of the fourteen plots had low densities (plots 1 and 9) with 283 and 202 planted stems per acre, respectively; however, this is not considered to be a problem at this time. These areas should be watched over the monitoring period; the establishment of natural recruits is expected over the next few years. No vegetation problem areas were noted during the Year 1 (2008) monitoring season. 2.2 Stream Assessment Twenty permanent cross-sections within five 600-foot reaches were established after construction was completed. Measurements of each cross-section include points at all breaks in slope including top of bank, bankfull, and thalweg. Riffle cross-sections are classified using the Rosgen stream classification system. Longitudinal profile measurements of five 600-foot reaches include thalweg, water surface, and bankfull; with each measurement taken at the head of facets (i.e. riffle, run, pool, and glide) in addition to the maximum pool depth. 2.2.1 Stream Success Criteria Success criteria for stream restoration will include 1) successful classification of the reach as a functioning stream system (Rosgen 1996) and 2) channel variables indicative of a stable stream system. The channel configuration will be measured on an annual basis in order to track changes in channel geometry and profile. These data will be utilized to determine the success in restoring stream channel stability. Specifically, the width-to-depth ratio should characterize an E-type or borderline E-/C-type channel, bank-height ratios indicative of a stable or moderately unstable channel, and minimal changes in cross-sectional area, channel width, and/or bank erosion along the monitoring reach. In addition, channel abandonment and/or shoot cutoffs must not occur and sinuosity values must remain relatively constant. The field indicator of bankfull will be described in each monitoring year and indicated on a representative channel cross-section figure. If the stream channel is down-cutting or the channel width is enlarging due to bank erosion, additional bank or slope stabilization methods will be employed. Stream substrate is not expected to coarsen over time; therefore, pebble counts are not proposed as part of the stream success criteria. Visual assessment of in-stream structures will be conducted to determine if failure has occurred. Failure of a structure may be indicated by collapse of the structure, undermining of the structure, abandonment of the channel around the structure, and/or stream flow beneath the structure. 2.2.2 Bankfull Events No bankfull events were documented during the Year 1 (2008) monitoring period. Table 6. Verification of Bankfull Events Date of Data Collection Date of Occurrence Method Photo (if available) No bankfull events were documented during the Year 1 (2008) monitoring period. Annual Monitoring Report page 6 Jarmans Oak Stream and Wetland Restoration Site 2.2.3 Stream Problem Areas Two potential stream problem areas were documented within the Site during the Year 1 (2008) monitoring period. Each is an area of reduced bed and bank integrity, located on the Main Tributary near Station 32+50 and on the Southern Tributary (West) near Station 16+50, that should be watched throughout the monitoring period. No additional stream problem areas were noted within the Site during the Year 1 (2008) monitoring year. 2.2.4 Categorical Stream Feature Visual Stability Assessment Each stream reach was visually inspected during the Year 1 (2008) monitoring period using eight feature categories and various metrics within each category. Assessment features included riffles, pools, thalweg, meanders, channel bed, structures, and root wads/boulders. Tables for semi-quantitative assessements of each reach are included in Appendix B (Tables B1-B5). The mean percentage of performance for features within each reach are summarized in the tables below. Table 7A. Categorical Stream Feature Visual Stability Assessment Jarmans Oaks (Reach 1) Feature Year 1 2008) Year 2 2009 Year 3 2010 Year 4 2011 Year 5 2012 A. Riffles 100% B. Pools 100% C. Thalweg 100% D. Meanders 100% E. Bed General 100% F. Banks 100% G. Vanes / J. Hooks, Etc. NA H. Wads and Boulders NA Table 7B. Categorical Stream Feature Visual Stability Assessment Jarmans Oaks (Reach 2) Feature Year 1 2008 Year 2 2009 Year 3 2010 Year 4 2011) Year 5 2012 A. Riffles 100% B. Pools 100% C. Thalweg 100% D. Meanders 100% E. Bed General 99% F. Banks 99% G. Vanes / J. Hooks, Etc. NA H. Wads and Boulders NA Annual Monitoring Report page 7 Jarmans Oak Stream and Wetland Restoration Site l 1 1 1 1 Table 7C. Categorical Stream Feature Visual Stability Assessment Jarmans Oaks (Reach 3) Feature Year 1 (2008) Year 2 (2009) Year 3 (2010) Year 4 (2011) Year 5 (2012) A. Riffles 100% B. Pools 100% C. Thalwe 100% D. Meanders 100% E. Bed General 99% F. Banks 99% G. Vanes / J. Hooks, Etc. NA H. Wads and Boulders NA Table 71). Categorical Stream Feature Visual Stability Assessment Jarmans Oaks (Reach 4) Feature Year 1 (2008) Year 2 (2009) Year 3 (2010) Year 4 (2011) Year 5 (2012) A. Riffles 96% B. Pools 100% C. Thalwe 100% D. Meanders 100% E. Bed General 100% F. Banks 100% G. Vanes / J. Hooks, Etc. NA H. Wads and Boulders NA Table 7E. Categorical Stream Feature Visual Stability Assessment Jarmans Oaks (Reach 51 Feature Year 1 (2008) Year 2 (2009) Year 3 (2010) Year 4 (2011) Year 5 (2012) A. Riffles 100% B. Pools 100% C. Thalweg 100% D. Meanders 100% E. Bed General 100% F. Banks 100% G. Vanes / J. Hooks, Etc. NA H. Wads and Boulders NA 2.2.5 Quantitative Stream Measurements During the Year 1 (2008) monitoring period 20 cross-sections and longitudinal profiles within five 600-foot reaches were measured. Permanent cross-sections and longitudinal profiles are included in Appendix B; Annual Monitoring Report Jarmans Oak Stream and Wetland Restoration Site page 8 each is graphically depicted for as-built through Year 1 (2008) for analysis. As a whole, monitoring measurements indicate minimal changes in both the longitudinal profile and cross-sections as compared to as-built data. The channel geometry compares favorably with the emulated, stable E/C type stream reach as set forth in the detailed mitigation plan and as constructed. Current monitoring has demonstrated dimension, pattern, and profile were stable over the course of the monitoring period. Tables for quantitative assessements are included below; these tables include data from previous years. 2.3 Wetland Assessment Four groundwater monitoring gauges and one reference groundwater gauge were maintained and monitored throughout the Year 1 (2008) growing season. Graphs of groundwater hydrology and precipitation from a nearby rain station in Kenansville (Weather Underground 2008) are included in Appendix C. 2.3.1 Wetland Success Criteria Target hydrological characteristics include saturation or inundation for at least 8 percent of the growing season, within Muckalee soils (riverine wetlands), during average climatic conditions. The growing season extends from April 8 to November 5 (212 days). The target hydrological value is based on DRAINMOD simulations for 42 years of rainfall data in an old field stage. In addition, these areas are expected to support hydrophytic vegetation; if wetland parameters are marginal, a jurisdictional determination will be performed for vegetation and soils in these areas (Environmental Laboratory 1987). 2.3.2 Wetland Problem Areas No wetland problem areas were identified within the Site during Year 1 (2008) monitoring. 2.3.3 Wetland Criteria Attainment All monitored gauges within restoration areas were inundated/saturated within 12 inches of the surface for greater than 8 percent (ranging from 28 to 38 percent) of the growing season (Table 10). Hydrographs containing groundwater and precipitation data for each gauge can be found in Appendix C. Annual Monitoring Report page 9 Jarmans Oak Stream and Wetland Restoration Site b R O L 'O b C R b?A _O O s c. 0 C R as R E.r R O C R L h Q to O 0) (p 04 II II r- 11 II II II II II ° ^ II II ~ II II II II II II II 11 M ° 11 II LLJ O r ? ? O ? II II II M N t` II O II 'gr II II II II ? 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U a v l a°i 3 2 .2 2 ° C a v ? = y ti m -o ? ? ? .o ? ? v A °? c 3 ? ? w w ao E ^c m ? ? 3 x o s. y U ?, 3 i. 8 ? L r C .p C, A oo. a a` d L LJ t, C O C O 7 L ^O x C R o s O. 0 0 ? L R Hti a o ? y y L U N N r G C, o C` O O ?.., M C ° o Ln 0 . o U o , r ? ? A R 0 0 ' O p x N a , z z z ? 0 0 . N : c o . M T' ' C ? ? O y ? N O ^ O ? G .+ jY ? M o0 ? oo .??-., ' G G N O N 7 ? O O O a a a a cC a' a ? ? 7- ? :: s L i s s s 3 ? ? 3 ? Q Q O a v ' Oeu . E n ? ? ? A ? s ° ? o v ? A ?o ° ? °?. a w 6 1a ? ?, q ? o o y .. O ' ?' ' J C ? ' O ? ? 4U-• j .p ?'.' 4. C1. O Cl `i a^ C U ? U 3 ? m 3 ?; m 3 x > y N A O o U ? y u` y a o U w L ? ? aW, R 3 y ° o c0 d ?: e R E 1 H ' L °' ?' a a c a a r i t, R d0 C O c O .7 L 'O 9 C b0 O O s a L O Y ? O a d ? L H ? } r C L U } ?? "C! P N - O N 10 'C v1 M O O O N -- ?O O '? + + >1 C O ? ? a c 0 o ? 0 Gn r v v i x x c o 1 a a n ? x x N C ; n G U ? ? ? N N x X ?+ 1 CC t , F P + + ' a a NO r?,* IF v y r ? Y aai v ° d o 0 ^ a? e i C) u ?,. v1 °` 00 M, Q ¢ Q O t? '. iG C N 00 ? C N ° H v1 Z Z Z oo O `? ;, M ••• r M M O N 7 o .w '? a '? 2 E E w 2 w w w v w o "a a F R 15, N G C °1 a ?n L' w ° eu .? U ?u to C d 3 , Q Q Q L 4 ? °' s ou " .5 a a s 3 F C a_? 9 G v 1 ° C v A y C a, r v v ° 'y y v o R e ? ? x 0. .= v Gt1 U v 1'o 3 y w 0 a ° '° ° L d a s u n, U 3 'd v c 3 a c? o 0 A tc u v co 3 a CO G t ep d.. 6 > U 00 0 N 0 m LLI r U o ac v y i a a ? 0 w Y y R c L 7 a a ' a a a 'a Table 10. Wetland Criteria Attainment for Year 1 (2008) Gauge ID Hydrology Threshold Met? Hydrophytic Vegetation Criteria Met? Site Mean Vegetation Plot ID Vegetation Survival Threshold Met? Site Mean 1 Yes Yes 1 No 2 Yes Yes 2 Yes 3 Yes Yes 100% 3 Yes 4 Yes Yes 4 Yes 5 Yes 6 Yes 7 Yes 8 Yes 86% 9 No 10 Yes 11 Yes 12 Yes 13 Yes 14 Yes 3.0 CONCLUSIONS The Site achieved the defined (or targeted) success criteria, with saturation (free water) within one foot of the soil surface for a minimum of 8 percent (ranging from 28 to 38 percent) of the growing season, for all ' Site groundwater gauges in the First Monitoring Year (Year 2008). A summary of groundwater gauge data for the Year 1 (2008) is included in Table 11. Also, most vegetation plots across the Site were above the required 320 stems per acre with an average of 471 tree stems per acre in the First Monitoring Year (Year 2008) (Table 12). Table 11. Summary of Groundwater Gauge Results Success Criteria Achieved/Max Consecutive Days During Growing Season Gauge (Percentage) Year 1 (2008)* Year 2 2009 Year 3 2010 Year 4 (2011 Year 5 2012 1 Yes/81 days (38 percent) 2 Yes/67 days (32 percent) 3 Yes/63 days (30 percent) 4 Yes/65 days (31 percent) Ref 1 Yes/60 days (28 percent) Annual Monitoring Report page 16 Jarmans Oak Stream and Wetland Restoration Site Table 12. Summary of Planted Vegetation Plot Results Plot Planted Stems/Acre Countin Towards Success Criteria Year 1 (2008) Year 2 (2009) Year 3 (2010) Year 4 (2011) Year 5 (2012) 1 283 2 526 3 324 4 405 5 647 6 405 7 324 8 324 9 202 10 809 11 890 12 324 13 445 14 688 Average of All Plots (1-17) 471 Annual Monitoring Report page 17 ' Jarmans Oak Stream and Wetland Restoration Site 4.0 REFERENCES Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual. Technical Report Y-87-1. United States Army Engineer Waterways Experiment Station, Vicksburg, Mississippi. Lee, Michael T., R.K. Peet, S.D. Roberts, and T.R. Wentworth. 2006. CVS-EEP Protocol for Recording Vegetation, Version 4.0. (online). Available: http://cvs.bio.unc.edu/methods.htm Rosgen, D. 1996. Applied River Morphology. Wildland Hydrology (Publisher). Pagosa Springs, Colorado. Weakley, Alan S. 2007. Flora of the Carolinas, Virginia, Georgia, and Surrounding Areas (online). Available: http://www.herbarium.unc.edu/WeakleysFIora.pd f [February 1, 2008]. University of North Carolina Herbarium, North Carolina Botanical Garden, University of North Carolina, Chapel Hill, North Carolina. Weather Underground. 2008. Station in Kenansville, North Carolina. (online). Available: http://www.wunderground.com/cgi-bin/findweather/hdfForecast?query=kenans vi 11 e%2 C+nc &searchType=WEATHER [November 7, 2008]. Weather Underground. Annual Monitoring Report page 18 Jarmans Oak Stream and Wetland Restoration Site APPENDIX A VEGETATION DATA 1. Vegetation Survey Data Tables 2. Vegetation Monitoring Plot Photos Annual Monitoring Report Appendices ' Jarmans Oak Stream and Wetland Restoration Site C 1 M Ln Q1 Oo O C \ N cr r4 \ LL O L ? 0 u E Ln N N Q 00 O ? N L E LA < N e-I O 'n Q O) O 7 m i V Q co O M 0i O E M L M c i o a O I d %n W O a ° a E w u c ca s V; U (6 L E OJ M O) T OJ H ? L c c (6 O1 (C CL c M Q E V1 - E V Y .-. N E O cu M V1 CU U 4? cu U O N y OJ 4-1 i L ? N h Ln OJ > V f C f0 ++ > C V m E O > I 4= of N +' X E OJ . 7 N u OJ i 7 O '^ ? a - L . C N aJ M n N c a c o ~ ~ -O O M (D M O) L VI a E C N E u Y . U T O) c c = y O) t if OJ U OJ O i O. M 0 1- M ?O `J >_ `-' C U of N M O1 0 ?? f0 •O O w- v L M -0 L O U Q O L Q. M ` V 'n L L O) s O) ( O O_ L p E Q E u M Y O) E O) > O) OJ L E a E u c U ai O o ? 3 O) VI L +1 s V) a, a) -D V) Ln CL J o M 0 w M M 0 X z Q Oc M LM 2 O (U C 0) Q~ u u 0 0 O) ++ a u 0 0 N O) OJ _ N v Ln V) ±' N bA to to a- CL o 4- > > T + + T + v w L Y L a p p E E . T O + > +"' - + . N 3 'B L s o M n 3 c c M O L O a G) 'Q OJ O +? 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' L > o C a O- L m -0 (0 -2 C to f0 a O) a v U O s C L OJ N E O O Q in C E ?_ f0 in i N i vi i i c .. L C V f0 m 4N (D co 4+ @ u CL a) U U 0 ?^ O o X N LL 7 Q J t?if ? Z W 7 d Q) ,Oy V 0! r7.I V CU r V 7Y E ? v U Q Y = M rI ar U 0) CL tn M m -. O a J? a, N Q Jarmans Oaks Stream and Wetland Restoration Site Year 1 (2008) Annual Monitoring Vegetation Plot Photos Taken September 2008 Annual Monitoring Report Jarmans Oak Stream and Wetland Restoration Site y .- 5 $ 4 e o s. 4 Appendices Jarmans Oaks Stream and Wetland Restoration Site Year 1 (2008) Annual Monitoring Vegetation Plot Photos Taken September 2008 (continued) I , b,7 -.¢ a E J r Y ti +??i z i l: ?'- f( f E Y & Annual Monitoring Report Appendices Jarmans Oak Stream and Wetland Restoration Site p0o? ?l? 1 1 1 1 1 1 1 APPENDIX B GEOMORPHOLOGIC DATA 1. Tables B1-B5. Qualitative Visual Stability Assessment 2. Cross-section Plots and Tables 3. 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C P P P P P P P P P P C N V y? c E a r,° Z d$ °onvnoPV+oonnc..vv ?j Y N N O R n oo O O N n?? ?D O O N N N y 45 L L Y A ? aUcuaU o In o v. o o? o0 0o c? r o, a (klvjj!gae - aaaj) oUenaIg O O M 1 • I O O N S u R I d II a 49 0 E I : I I I lil 11 .I I l • I I 0 vi M O y^I N 7'.•j to N N ? ?rI 4 u u i rl N i %I ?I 0 N o ?n o ?n o v) o in a a°'+ 000+ a a a a (Casa;.qae -;aij) uoI;enal3 s N e N p m as O m Q N Z ? O 1? O W Q Q" r as r QAC? a3?E3 e w e? o? s° N W h C O Y O V i N P C O N A N C O r 'a ao n t? m P T t? P m O? O? o0 y P O? Oi a? C T O? O? A T G1 C p Liz N ? C D O?? 00 V O P O` R m m N 8 N R C i0 O? N V V vi y 01 O Y =; O _?y o? c ? e oo ao oonoaaNOVeo oo oon E x p N ` ry O N C T y P OP P O? T P P 00. O. Q. ? p? ? ? CG 6. O Q ?_ ? LiL Y p ? ? a Ln ` Y x ?? Y Q S? O m ?n n `? O P N O M R Q r o0 N ? O V t? P O N N C? L? OG N N N V) e ` r ? e:Ur:.CU o I I I ? II I, Il I ' i I I i I. I I O M I I I I I I I 1 v? N Z i 4a I 1 I I O i I ? I II N V ? ? ? 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O h o v1 O (.Uv.u)gie - J"J) uoyxna13 APPENDIX C HYDROLOGY DATA 2008 Groundwater Gauge Graphs Annual Monitoring Report Appendices Jarmans Oak Stream and Wetland Restoration Site (sayoui) uoi;e;idlOGAd L U? Cl) N N O O T- 4) tm cts O ^ 4) *a ? M .r c c 7 OG N ? L O >- h c ea R t-_____ 800vt'nl O 800Z/8Z/O L d N 800Z/ L Z/0 L C ?n 8002/17L/OL q 800Z/L/0 L 9 W m ° 80OZ/0£/6 Z w 80OZ/£Z/6 80OZ/9 L/6 80OZ/6/6 80OZ/Z/6 8002/9Z/8 80OZ/6 L/8 8002/Z L/8 8002/5/8 80OZ/6Z/L d 800Z/ZZ/L a 80OZ/S L/L 90OZ/8/L ¦ 800Z/UL 8002/tiZ/9 8002/L L/9 NOVO L/9 8002/£/9 80OZ/LZ/S c r°n 8002/OZ/9 a v? a 8002/£ L/S rn a 8002/9/S 3 ° 80OZ/6Z/tr t7 co y0 8002/ZZ/17 L L a *?, 800Z/9 M, Q fn 8002/8/t, 80MM, 0 -00CD"t NOW0't NON t0aoON COooON V'OOO NNNNNcM (sayaui) Jana-1 J04eM (sayoui) uoi;e;!dioaad U? U M N N r O O N d Of ca L 3 c° ao c co =o 00 t7 v Y L O} N C m E L 7 -- ---- ----- 8002/v/LL O 8002/8Z/0 L m N 800Z/ L Z/0 L Ln 3 8002/b L/0 L a 800Z/L/0 L a 4, 0 800Z/0£/6 > z w 800Z/£Z/6 800Z/9 L/6 800Z/6/6 800Z/Z/6 800Z/9Z/8 800Z/6 L/8 8002/Z L /8 8007(./5/6 800Z/6Z/L m 800Z/ZZ/L 8002/9 L/L 900Z/81L 900Z/L/L 800Z/tiZ/9 900Z/L L/9 800Z/O L/9 8002/£/9 800Z/LZ/9 0 8002/OZ/9 N 8002/£ L/9 S 800Z/9/9 3 800Z/6Z/t? (7 co c 8002/ZZ/b MOM LA? Q ? -- ----------- 800MA? 800Z/ M7 O 00 w? N O O w t N O N t0 00 O N .t w O O N't w w O N' -e-----NNNNNM (sayaui) Iana-1 Ja;eM (seyaui) uoi;e;idIOGM M N N O O M d c? C9 `m ^ ? +r 3 ? = 00 ?o O0 N Ln Y ? ca `° O? N c E m n -- ---------- 8002/b/LL O 800Z/8Z/0 L m cn 800Z/ LZ/0 L a? S Ln '3 NUN L/0 L L O C9 b 800Z/L/0 L M T E 4- 0 e 9 800Z/0£/6 O C Z w 800Z/£Z/6 800Z/9 L/6 800Z/6/6 800Z/Z/6 800Z/9Z/8 800Z/6 L/8 800Z/Z L/8 800Z/9/8 800Z/6Z/L m 800Z/ZZ/L a D KOM UL 800Z/8/L 90OZ/L/L 8002/VZ/9 90OZ/L L/9 800Z/0 L/9 8002/£/9 800Z/LZ/5 c v0? 800Z/OZ/5 R N 8002/£ L/5 c e ; 800Z/9/9 3 ° 800Z/6Z/V oo 0 8002/ZZ/ti L HUN L/17 Q to 8002/8/V 80OV O, N W W V-NOOW V NON?c?000N V- 0 w0 04 't 0 w0 ? ? ? ? ? N N N N N M (sayaui) J8n8-j J8;eM (sayaw) uoilq!dl38Jd Iq U? U? M N N r r O O d c? O -c ? ?o 7 OG N O ? L O >-- H C R L c? --- --- ------ 8007:/ti/LL O m 8002/8Z/0 L m 800Z/ L Z/0 L a? a u, 8002/ti L/O L 3 a ?. L ? ? 9 800Z/L/O L > 0 80OZ/0£/6 z w 800Z/£Z/6 800Z/9L/6 800Z/6/6 800Z/Z/6 800Z/9Z/8 800Z/6 L/8 800Z/Z L/8 800Z/5/8 8002/6Z/L d 800Z/ZZ/L D 800Z/9 L/L 900Z/8/L 900Z/L/L 8002/t7Z/9 800Z/L L/9 800Z/O L/9 8002/£/9 800Z/LZ/5 ° 8002/OZ/9 8002/£ L/5 N 800Z/9/9 3 800Z/6Z/t7 co c 8002/ZZ/t7 L CL 8002/5L/V Q co -- ---------- 8002/8/t, 800Z/L/t7 OCOCO -T N OO0tO"t NC,C'4 00 N d't000ON -t wmCD Nd' N r r r r r a r r r r r N N N N N M M CM (sayauI) Iana-1 JOIBM (sayoui) uoi;e;id!OGJd U? U? Lq Cl) N N r O O d m v c m L d M L m d R co 300 c ? r O L C9 ami .?c m O c R E L cu 3 ------- ------ 8002/b/ll O cc 800Z/8Z/O L a? 800Z/ L Z/0 L Ln 800Z/17L/OL L O 800Z/L/0 L 0 80OZ/OE/6 o= z w 80OZ/EZ/6 80OZ/9 L/6 80OZ/6/6 800Z/Z/6 8002/9Z/8 80OZ/6 L/8 800Z/ZL/8 800Z/9/8 80OZ/6Z/L d 800Z/ZZ/L R 0 80OZ/9 L/L 800Z/8/L 90OZ/L/L 8002/bZ/9 80OZ/L L/9 90OZ/O L/9 8002/E/9 800Z/LZ/9 c rOn 800Z/OZ/9 ea cn HOVE L/9 S ° o 3 800Z/9/9 800Z/6Z/t, (7 co 0 8002/ZZ/b a a 8002/9 L/b a cn -- - ---------- 8002/8/b 80OVO, N???NOaD(O?NON(OOOON? 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