The URL can be used to link to this page

Home My WebLink About20071394 Ver 1_Year 2 Monitoring Report_20111215Wk Q A Wit pp 7A, j! ll s, . "4 "Y _41 r NOiV rz- ,all UT BEAR CREEK (Weaver /McLeod) EEP #92347 Stream Restoration 2011 MONITORING YEAR 2 -- FINAL REPORT CONDUCTED FOR THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, ECOSYSTEM ENHANCEMENT PRORGAM Table of Contents 1.0 Executive Summary ............................................................... ............................... 1 2.0 Methodology ............................................................................ ..............................2 2.1 Stream Methodology ............................................................ ............................... 2 2.2 Vegetation Methodology ..................................................... ............................... 2 2.3 Hydrology ............................................................................ ............................... 2 2.3.1 Wetlands .......................................................................... ............................... 2 2.3.2 Streams .......................................................................:...... ..............................3 3.0 References ................................................................................ ..............................4 APPENDICES Appendix A. Project Vicinity Map and Background Tables Figure 1.0. Project Vicinity Map and Directions Table 1.0 -1.1 Project Restoration Components Table 2.0 Project Activity and Reporting History Table 3.0 Project Contacts Table Table 4.0 Project Attribute Table Appendix B. Visual Assessment Data Figure 2.0 -2.2 Current Conditions Plan View (11 x 17) Table 5.0 Visual Morphological Stability Assessment Table 6.0 Vegetation Condition Assessment Table e -Table Stream Problem Areas Inventory Table e -Table Vegetation Problem Areas Inventory Table e- Photos Stream & Vegetation Problem Area Photos Figures 3.0 -3.8 Stream Station Photos Figures 4.0 -4.5 Vegetation Monitoring Plot Photos Appendix C. Vegetation Plot Data Table 7.0 Vegetation Plot Mitigation Success Summary Table Table 8.0 Vegetation Metadata Table 9.0 Stem Count Total and Planted by Plot and Species e- Tables Raw CVS vegetation data sheets UT Bear Creek (Weaver/McLeod) #92347 2011 Monitoring Year 2 of 5, Final Report NCEEP Stream Restoration RJG &A Environmental Consultants Appendix D. Stream Survey Data Figures 5.0 -5.8 Cross sections with Annual Overlays e -Table Raw cross - section survey data spreadsheets Figures 6.0 -6.4 Longitudinal Profiles with Annual Overlays e -Table Raw longitudinal profile survey data spreadsheets Figures 7.0 -7.8 Pebble Count Plots with Annual Overlays e- Tables Raw pebble count data spreadsheets Tables 10.0 -10.1 Baseline Stream Data Summary Table Table 11.0 Monitoring— Cross - Section Morphology Data Table Table 11.1 -11.2 Monitoring— Stream Reach Morphology Data Table Appendix E. Hydrologic Data Table 12.0 Verification of Bankfull Events Figure 8.0 -8.1 Groundwater Gauge and Precipitation Data e- Tables Raw data used for plots Table 13.0 Wetland Hydrology Criteria Attainment UT Bear Creek (Weaver /McLeod) #92347 2011 Monitoring Year 2 of 5, Final Report NCEEP Stream Restoration RJG &A Environmental Consultants 1.0 Executive Summary The goals of the UT to Bear Creek Restoration Project are to improve water quality, reduce excess sedimentation input from channel banks, attenuate floodwater flows, and restore aquatic and riparian habitat. To achieve these goals, the project has the following objectives: • Reduce nutrient loading from the on -site cattle operation by fencing out cattle and re- vegetating the riparian buffer; • Restore stable channel dimension, pattem,.and profile so that on -site streams will transport watershed flows and sediment loads without aggradation or erosion; • Improve aquatic habitat by enhancing stream bed variability, providing shaded areas within the channel, and introducing woody debris in the form of rootwads, log vanes, and log sills; • Enhance wildlife habitat by re- vegetating the riparian buffers with native plants, helping to create a wildlife corridor through existing agricultural lands. Vegetation monitoring plot data were collected in September 2011; average live planted woody stem density (424 live stems per acre) has exceeded the Year 3 vegetation success criteria (320 live stems per acre) by 32 percent. However, planted stem density in plots 1 2 4 8 and 9 is below the required the 320 stems /acre success criteria. ` RJG &A staff collected cross - section, longitudinal, and pebble data in August and September 2011. Overall the project appears to have met its morphological goals and profile parameters closely mirror design numbers. ' In Chatham County wetland hydrologic success requires that soils be saturated for at least 27 day (12.5% of the growing season). Data downloaded from gauge 138BDBD7 t indicates that soils were saturated within 12 inches of the surface for 43 days; gauge 9BEA457 indicates that soils were saturated within 12 inches of the surface for 37 days. Both gauges meet the hydrologic success criteria. The crest gauge installed along the Northern UT was checked during spring annual assessment and the fall data collection. Based on the crest gauge and on -site evidence, the project appears to have experienced at least one bankfull event the crest gauge was last evaluated in December 2010. Hydrologic results 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 mitigation and restoration plan documents available on EEP's website. All raw data supporting the tables and figures in the appendices is available from EEP upon request. UT Bear Creek (Weaver /McLeod) #92347 2011 Final Monitoring Report, Year 2 of 5 NCEEP Stream Restoration RJG &A Environmental Consultants Page 1 2.0 Methodology Monitoring methodologies follow the current EEP- provided templates and guidelines (Lee et al 2006). Photographs were taken digitally. A Trimble Geo XT handheld mapping -grade unit was used to collect cross section, vegetation corner, photopoint, and problem area locations. All problem areas identified on the spring 2010 versions of the CCPV were re- evaluated. 2.1 Stream Methodology Nine cross sections were established on April 20, 2010 and data were collected during August and September 2011. The entirety of the Northern and Southern reaches were surveyed between August 15, 2011 and August 25, 2011. Methods employed were a combination of those specified in the Mitigation Plan and standard regulatory guidance and procedures documents. Stream monitoring data was collected using the techniques described in USACE Stream Mitigation Guidelines, US Forest Service's Stream Channel Reference Sites, and Applied River Morphology (USACE, 2003; Harrelson et al., 1994; Rosgen, 1996). A South Total Station and Nikon automatic level were used for collecting all geomorphic data. Longitudinal stationing for each stream point was assigned in ArcMap using the as -built centerline data collected in May 2009. Photographs facing downstream were taken at each cross section. Particle distribution was assessed using the Wolman pebble count methodology. 2.2 Vegetation Methodology A total of twelve representative vegetation survey plots were selected and installed on the Northern and Southern reaches in April 2010. Monitoring Year 2 data were collected between September 20, 2011 and September 26, 2011. All plots measure 100 square meters in area. Pursuant to the guidelines, the four corners of each plot (0,0; 0,20; 5,0; and 5,20.) are marked with metal pipe. Level 1 (planted woody stems) and Level 2 (volunteer woody stems) data collection was performed in all plots, pursuant to the most recent CVS /EEP protocol (Lee et al 2006). Within each plot, each planted woody stem location (x and y) was recorded, and height and live stem diameter were recorded for each stem location. All planted stems were identified with pink flagging. Vegetation was identified using Weakley ( Weakley 2007). Photos were taken of each vegetation plot from the 0,0 corner. 2.3 Hydrology 2.3.1 Wetlands Data was collected monthly from two automated groundwater monitoring gauges installed in the riparian wetland adjacent to the Northern UT on April 20, 2010 in accordance with USACE guidance (USACE 2000). Gauge data were plotted against precipitation data from the Siler City Airport ECONet station (SILR). Wetland gauge plots can be found in Appendix E, Figures 8.0 and 8.1. UT Bear Creek (Weaver /McLeod) #92347 2011 Final Monitoring Report, Year 2 of 5 NCEEP Stream Restoration RJG &A Environmental Consultants Page 2 2.3.2 Streams The UT to Bear Creek restoration includes a crest gauge at Station 2280 to verify the on- site occurrence of bankfull events. The crest gauge was evaluated during the spring and fall data collection and the overall site assessed for evidence of bankfull events. Dates of potential bankfull events were inferred using precipitation data from the Siler City Airport ECONet station (SILR) (NC CRONOS, 2010). Results of these investigations can be found in Table 12 in Appendix E. UT Bear Creek (Weaver /McLeod) #92347 2011 Final Monitoring Report, Year 2 of 5 NCEEP Stream Restoration RJG &A Environmental Consultants Page 3 1 i 3.0 References �1 Harrelson, Cheryl, C. L. Rawlins, and John Potpondy. (1994). Stream Channel Reference Sites: An Illustrated Guide to Field Technique. USDA, Forest Service. General Technical Report RM- 245. ' Lee, Michael T., Peet, Robert K., Roberts, Steven D., Wentworth, Thomas R. (2006). CVS -EEP Protocol for Recording Vegetation Version 4.0. Retrieved October 30, 2006, from: http: / /www.nceep.net/business /monitoring /veg /datasheets.htm. Radford, A.E., H.E. Ahles, and C.R. Bell (1968). Manual of the Vascular Flora of the Carolinas. University of North Carolina Press. Chapel Hill, NC. Robert J. Goldstein & Associates (RJG &A) (2010). Baseline Monitoring Document and As -built Baseline Report UT to Bear Creek( #92347). August 13, 2010. Rosgen, D L. (1996) Applied River Morphology. Wildland Hydrology Books, Pagosa Springs, CO. Rosgen, DL. (1997). "A Geomorphological Approach to Restoration of Incised Rivers. In Proceedings of the Conference on Management of Landscapes Disturbed by Channel Incision, ed. S.S.Y. Wang, E.J. Langendoen and F.B. Shields, Jr. University of Mississippi Press, Oxford, MS. USACOE (2003) Stream Mitigation Guidelines. USACOE, USEPA, NCWRC, NCDENR -DWQ Weakley, Alan (2006). Flora of the Carolinas, Virginia, Georgia, and Surrounding Areas. Retrieved March 27, 2007 from: http: // www.herbarium.unc.edu /flora.htm. UT Bear Creek (Weaver /McLeod) #92347 NCEEP Stream Restoration 1 2011 Final Monitoring Report, Year 2 of 5 RJG &A Environmental Consultants Page 4 Appendix A. Project Vicinity Map and Background Tables Figure 1.0. Project Vicinity Map and Directions Table 1.0 -1.1 Project Restoration Components Table 2.0 Project Activity and Reporting History Table 3.0 Project Contacts Table Table 4.0 Project Attribute Table Directions to the Site: From Pittsboro, take 15 -501 South. At the intersection with NC 87, take a right on to NC 87 North. Take a left on to NC 902 West. Stay on 902 through the Town of Bear Creek. Cross US Hwy 421 and then Old US Highway 421. Access to the Northern UT is a gravel road on your left, across from Chatham Central High School. Access to the Southern UT is approximately 3/4 mile further west on 902. The subject project site is an environmental restoration site of the NCDENR Ecosystem Enhancement Program (EEP) and is encompassed by a 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 and federal agencies or their designees /contractors involved in the development, oversight and stewardship of the restoration site is permitted within the terms and time frames of their defined roles. Any intended site visitation or activity by any person outside of these previously sanctioned roles and activities requires prior coordination with EEP. �� .902 ��, N _ •� �1 Northern UT =� � IN- I a� ~_'_' t —1 C' ;mil � -`-��' � � �—• ��` :— ��_ - r1 Southern UT �� —j 1� r i r 421 E z3op} 1� Bear Creek i r L�- e 10N Yi'1 1 K � 1 i / A I :,•` by ; , . -'`, . Figure 1.0. General Vicinity Map and Directions. UT to Bear Creek ( #92347). Chatham County, NC. Project Conservation Easement USGS Streams Feet 0 1,000 2,000 4,000 7.5 Minute USGS Topographic Quad: Bear Creek n Ecosystem , 'V Table 1.0. Project Restoration Components UT of Bear Creek Stream Restoration - Project #92347 Project Component or Reach ID j ° �°, Stationing O a O Comment Vegetative Plantings to pasture areas within 50 feet of creek where density of existing vegetation is less 4.66 R -- 4.66 ac. -- 1:1 1 4.66 than 100 stems /acre. Vegetative Plantings to pasture areas within 50 feet of creek where density of Northern UT existing vegetation is greater to Bear Creek than 100 stems /acre, but less Buffer 0.78 E -- 0.78 ac. -- 2:1 0.5 0.39 than 200 stems /acre Vegetative Plantings to pasture areas within 50 feet of creek where density of existing vegetation is less 2.32 R -- 2.32 ac. -- 1:1 1 2.32 than 100 stems /acre. Vegetative Plantings to pasture areas within 50 feet of creek where density of Southern UT existing vegetation is greater to Bear Creek than 100 stems /acre, but less Buffer 0.42 E -- 0.42 ac. -- 2:1 0.5 0.21 than 200 stems /acre 10+00 - PI 550 ft. 15 +50 1:1 1 550 15+50- PH 125 ft. 16 +75 1:1 1 125 16+75 - PI 225 ft. 19 +00 1:1 1 225 19+50- PH 350 ft. 23 +00 1:1 1 350 23+00 - PI 1,675 ft. 39 +75 1:1 1 11675 Northern UT Restore channel on new 39 +75- to Bear Creek 2,832 IR PII 157 ft. 41 +32 1:1 1 157 location 10 +00- 16+67 17+19 - PI 1,298 ft. 1 23 +50 1:1 1 1,298 Southern UT Restore channel on new 23 +50- to Bear Creek 1,635 IR PII 395 ft. 27 +45 1:1 1 395 location Riparian Wetland along Supplemental plantings to Northern UT 0.49 E -- 0.39 ac. -- 2:1 0.5 0.2 existing wetlands Table I.I. Component Summations UT of Bear Creek Stream Restoration - Project #92347 Restoration Level Stream (if) Riparian Wetland (Ac) Non -Ripar (Ac) Upland (Ac) Buffer (Ac) BMP Non - Riverine Riverine 798 0.39 1.2 Restoration 4,775 Enhancement Enhancement I Enhancement II Creation Preservation HQ Preservation Totals (Feet /Acres) 4,775 0.39 0 0 8.18 0 MU Totals 4,775 0.2 0 0 7.58 0 Non - Applicable Table 2. Project Activity and Reporting History UT of Bear Creek Stream Restoration - Project #92347 Elapsed Time Since Grading Complete: 1 yrs 1 months Elapsed Time Since Planting Complete: 1 yr 1 Months Number of Reporting Years': 0 Activity or Deliverable Data Collection Complete Completion or Delivery Restoration Plan U Jul -07 Final Design — Construction Plans U Jan -08 Construction NA Apr -09 Containerized, bare root and B &B plantings for entire project NA Apr -09 Mitigation Plan / As -built (Year 0 Monitoring — baseline) Apr -10 Aug -10 Year 1 Monitoring Nov -10 Dec -10 Year 2 Monitoring August - September 2011 Sep -11 Table 3. Project Contacts Table UT of Bear Creek Stream Restoration - Project #92347 Designer Ko & Associates, P.C. 1011 Schaub Drive, Suite 202 Raleigh, North Carolina 27606 R. Kevin Williams, PE, (919) 851 -6066 Construction Contractor Land Mechanics Designs, Inc. 126 Circle G Lane Willow Spring, NC 27592 -9671 (919) 639 -6132 Survey Contractor Stewart Proctor 319 Chapanoke Road, Suite 106 Raleigh NC 27603 (919) 779 -1855 Planting Contractor Habitat Assessment and Restoration Program 301 McCullough Drive, 4th Floor Charlotte, NC 28262 (704) 841 -2841 Seeding Contractor Land Mechanics Designs, Inc. 126 Circle G Lane Willow Spring, NC 27592 -9671 (919) 639 -6132 Seed Mix Sources U Nursery Stock Suppliers Arbrogen aka South Carolina Super Tree Nursery Cure Nursery Foggy Mountain Nursery Virginia Department of Forestry Monitoring Performers Robert J. Goldstein & Associates 1221 Corporation Parkway, Ste. 100 Raleigh NC 27610 Gerald Pottern, (919) 872 -1174 Table 4. Project Attribute Table UT to Bear Creek (NCEEP #92347) Project County Chatham Physiographic Region Piedmont Ecoregion Carolina Slate Belt Project River Basin Cape Fear USGS HUC for Project (14 digit) 03030003070050 NCDWQ Sub -basin for Project 03 -06 -12 Within extent of EEP Watershed Plan? Cape Fear River Basin Restoration Priorities (2009) and Upper and Middle Rocky River Watershed Plan (2005) WRC Hab Class (Warm, Cool, Cold) Warm % of project easement fenced or demarcated 100% Beaver activity observed during design phase?l No Restoration Component Attribute Table Bear Creek Northern UT to Bear Southern UT to Bear Northern UT Wetland Drainage area 25.0 sq miles 2.36 sq miles 0.34 sq miles NA Stream order 4th 2nd 1 st NA Restored length (feet) -- 3132 1,745 0.4 acres Perennial or Intermittent Perennial Perennial Perennial NA Watershed type (Rural, Urban, Developing etc.) Rural Rural Rural NA Watershed LULC Distribution (e.g.) Residential 3% 7% 6% NA Commercial 1% 1% 0% NA Ag -Row Crop 3% 1% 2% NA Ag- Livestock 30% 28% 51% NA Forested 52% 54% 35% NA Shrub /Scrub /Early Successional 11% 9% 6% NA Watershed impervious cover ( %) 2% 3% 2% NA NCDWQ AU /Index number 17 -43 -16 17 -43 -16 17 -43 -16 NA NCDWQ classification C C C NA 303d listed? No No No NA Upstream of a 303d listed segment? No No No NA Reasons for 303d listing or stressor NA NA NA NA Total acreage of easement 15.48 11.75 4.65 NA Total vegetated acreage within the easement 12.15 1.58 0.55 NA Total planted acreage as part of the restoration 3.23 11.75 4.56 0.4 Rosgen classification of pre- existing channel NA E4 /174 E4 /174 NA Bear Creek Northern UT to Bear Southern UT to Bear Northern UT Wetland Rosgen classification of As -built NA C4 /C5 C4 /C5 NA Use N/A for items that may not apply. Use " -" for items that are unavailable and "U" for Bear Creek Northern UT to Bear Southern UT to Bear Northern UT Wetland Valley type VIII VIII VIII NA Valley slope 0.1% 0.4% 1% NA Valley side slope range (e.g. 2 -3. %) 3 -15% 34% 3 -11% NA Valley toe slope range (e.g. 2 -3. %) 1 -20% 7 -8% 3 -5% NA Cowardin classification R3UBH R3UBH R3UBH PSS1B Trout waters designation NA NA NA NA Species of concern, endangered etc.? (Y/N) No No No No Dominant soil series and characteristics Series Georgeville Chewacla Cid- Lignum Chewacla Depth 0 -80 0 -80 0 -80 0 -80 Clay% 5 -40 5 -40 10 -50 5 -40 K 0.17 -0.37 1 0.24 -0.37 1 0.24 -.043 0.24 -0.37 Tj 5 1 5 1 2 1 5 Use N/A for items that may not apply. Use " -" for items that are unavailable and "U" for Appendix B. Visual Assessment Data Figure 2.0. -2.2 Current Conditions Plan View Table 5.0 -5.1 Visual Morphological Stability Assessment Table 6.0 Vegetation Condition Assessment Table e -Table Stream Problem Areas Inventory Table e -Table Vegetation Problem Areas Inventory Table Figure 3.0 -3.8 Stream Station Photos e- Photos Stream Problem Area Photos Figures 4.0 -4.5 Vegetation Monitoring Plot Photos e- Photos Vegetation Problem Area Photos C d E N yN Q i A O L 0 i d � N � d m L � N_ 0 N - O � 2 L 6) aci J � L N d d d a d N f � Q OD c 75 0 N d d O) 9 B 5 a o 0 0 0 0 o a a a o a o 0 0 0 0 d E e o 0 0 0 00 e m o o 11 O o Cl 0 0 o •t C IL 0 d d c 0 0 v o o v = w - s a c d d d ' E o o r" v o o v' ,4 N E E ' z 0 F, O O Z y N M M M M N N N 7 d E N co M MM a <' -.•5i N N O O N N N N Zroa d d o d d O cl� m� d o an m> Eo O 0 x Lij N m C O c o -OO 0 $ rn d o 3 '�� r m n w 5 E m m w - n° d 0V- m y m rn r ZI m rn ^I a a a o m 9 2 d 2 m °u�i o a m to m Y d m to U' to m D a O Zl d a N m O Y O c a 'y a O C W A O U o ciao d d = w .a cUtd o c uNi c a r >> o o> U (n N th U Q N M N N Nf v c c tp d d N d d L U 0 v c C_ + rn u O d m m W 7 �Ci N tiro C E ayi n m N O L O 2 E N _ d RL. o N o n � y L O1 J � 0 d � L y d O d L d N H � o ' 0� D= • - O a O O 0 O o O 0 o oN , 9 Q e _ L .. 0 3 C N D CD 0 0 0 0 0.. O U) LL " O) C N D O ' o 0 o a a m N O C D o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m E c y O d o o 0 0 O O 0 O 0 O 0 0 0 0 0 0 00 O O 0 0 0 O 0 O 0 0 O O 0 O d CL o d d O N 0 C 0 0 Cl O 00 LL Q O d W a � a . 0 E o o 0 0 C (El N ai '•� n dD N 00 N N CO -,t 00 V CO -'3- :,t - Cl) N OD N M N Cl) r C A d d C a s '� E 00 00 00 W N 00 00 N 04 io 7 •. N V' C V V Cl) N N M Cl) d CL d o � _ m _ o me ° d O. a d N E E o y y 0 m o E o axi w o = a o E _ ' m m °c c c rn a N c ° A v rn° 3 c� m o w m m m r U v d v U L >. d o o° E cdi cdi aO1i a�i m y Z o a ae v o n E a m Q o o rn m n I • a3 !O x o d y � C d d m CE U x m Z5 o r I x �. Y o m °° m `- x 2 min o O d 0 N N° N mVim'_ -`mm C , fn iD fn cc 9 as T= _ C O C O c q y� O O c O O a O C � O d c o a C U L >> Y K 1 L p Y O N O a a m S (i uJ tV U Q tV M CI N e N C C y R t U O � N d d C W J% ,1 M N o> CL w w Y L U t0 01 m wr r d N y d Q O C O U _ O d �D H O 01 ie m Q C E N U) A w C d E m m o 0 O w a m o O m M ao M o O ao m O 0 C y o 0 0 0 0 O Q U v d d C C tM a y O o 00 n W r O o c0 Ill: E O O r O V O c o 0 Q U U � a a 9 C O LL � O N o Z F r C N 76 N a E m N m a N 'ffi N a E m N T a m C d 0 E N 0 m C O 0 E N 0 M° cr, 0 0 0 O 0 E o �N m c EC Z a U `0 A 0 jp U c � C w c O m O y m H � m m O F 2 Q M > U U o a m a oO o MU. M a E E CD :i C O d d N CL L O N U m U m C O @ � C L O o M dM r U � O O N O a O c O E O C v } > M to p O E T O E N O U y N O N - J O O N m o L C m > m rn YO O O m N U N Q 3 t 2 m (D N m `o O U N N N E a T In O E m O p 3 C m L c y O d D > Q O O d A d � T L � c d d L) m E a O Q r y O % d 3 W N d m CO O J Q i N M O 01 ie m Q C E N U) A w C d E m yd o 0 O w 0 I O ID C y o 0 E 0 0 O Q U O N C aO E e o 0 0 Z a C ' O � c m ° c m O V E o c o U O U U � a a 9 C O LL � U) o Z F r N 76 N a E m N m a N 'ffi N a E m N T a m C d 0 E N 0 m C O 0 E N 0 N C N C a `0 N C a 0 LL 0 d Q d Q �N m c EC O cll m U `0 A 0 jp U c � C w c O i d N � c m w > Q M ° d - ° w ma N Tr L E O 'Oa J 0 C OM N U C N O O o- c N p° N d O L CL. m a O J L N O °E m O2 2 E�°c0` `0m d a c o �° ME- O s° m c 3 O Ew m acim OE =`[2u -iEmm o a `o m m N -OR c m J 0 3 •O• X O C C a m., 5 m O E '� = N y- C N L U N r r` 3 m- L T L .O C O 0 U m d OL U N N C m L 3 rb N 3 O_ J 'O N N Z.0 L °U a C T L N O U m . N« N 0- L L=> - C o O O N L a y C o U r y E =� V N U d y N N 0 I O a N .O N y0 N N N a C O C L ~ N Ua.� N E F N Jc ~ yE M 4; -ate Um S " E = c N Sr o' OV T4)rE E d N MI L N L O m MO J ° E m 0 m aa2,c N CA o i 'O N- N O d O a > N N M m� c a$ N c ° N 76 E X O - O U m a C m cY a dO m o d T E ° y� a E :: O NE 0 2 Or O M O U d 0 0 0 « C C m C H L y C a d C C w y O a s O� O N N v N O U X° m y J N m O rp O c V O N L o m N U U :0 ° O L L J amE ~ o _ a - c O y L a U y o O � ul y d 0 L. Q L N N c oo L 1° NrnNCOOE� N a 3 mm OE-5-E.JE3mO,ano m d rn L a y > U N EO N N r Om o p mm3'o_ N O a E o O- O m - p yO mOm � .proNE m ` C O E O E d C p m m N _ N y y N d tC y N> O O m m m m ML T O` N O N U J U > 0 E c > 0Dy x ED f0L p M p i E a `O m c O o Z O ` m a m � y O E E a - o 3 N C O N c C N° V O O y O T - mo :E EEM m N M j m N O O E U O L, 2 _ N C N N O "' O` r TL m dl E t O r E O = N U O C .T. O- m -,S? C M C m a c, N T, O L C C N m U m� C 0.2 M O p m C- U p d C C_ p m _ O C m O dDmumidE° O E o E m m y U N U L C m O U = 4?L.'LCON aLm E O 3 E d rn m c d m; m r d C d N N N °U C C C N mC ran d m N° 'O 0 °i cO0ao°1?a0 N N O N N a- Tr _ L N d L N N T L N d U _ m 3 dc°i CM CCU _ y c U .O O m p C >` _ U N m zE E a j C 2 a 75 C d 0 T m m 3 m c m 3oU'od000am N N N 3 C° C lT0 C. C C F n a°c'O Cat�coo N o N o N -O N d = O a U L w N o O N .y. 'O N MO E U N 0 O > O O L O L C.2 U; 2 3 O ° C L a EL ° N y C O o L- O N L O O U P W O N O rn o `op °M0- oow3uTirn m U C T V N 41 y'V y C N O V m, o y O N C o- m >' o 2" O amw oc O M U- y a L m E o o d> N N a c C C T"' mO U UL mL y M E Emmaciva,°' ~maD C 2) a o O N« m O m @> a O M > S > v O` N a0'O U� U E; N cU m O J J m J= w w C O .-C 20 u It 11 LU ° >m E. M v 3 m S W a rn 4) 3 N Problem Areas - Northern UT (electronic submission only) UT Bear Creek Stream Restoration - MY2 (2011) - Project #92347 Stream Problem Areas Problem Station Suspected Cause Photo # Bank erosion (right bank) (cut down 1 -1.5 feet) 2060 -2080 Coir gone, lack of woody vegetation 2 Bank erosion (right bank) (cut down 1 -1.5 feet and channeling 2630 -2850 Poor soil medium NA widening to inside) 2250 -2320 Coir gone, lack of woody vegetation NA Bank slump (left bank) 3435 -3470 Coir gone, lack of woody vegetation 3 Gully /headcut (left bank) 3475 -3490 Coir gone, lack of woody vegetation 4 Bank scour (left bank) 3676 -3705 Coir gone, lack of woody vegetation NA Murdannia keisak (aquatic invasive) found throughout Northern UT 1 1000 -3900 JUpstream source 5 Vegetation Problem Areas Problem Station Suspected Cause Photo # Low planted stem density (left bank) 1605 -1900 Poor soil medium 1 Low planted stem density (right bank) 2630 -2850 Poor soil medium NA Murdannia keisak (aquatic invasive) found throughout Northern UT 1 1000 -3900 lUpstrearn source 5 Problem Areas - Southern UT (electronic submission only) UT Bear Creek Stream Restoration - MY2 (2011) - Project #92347 Stream -No Identified Problem Areas Vegetation Problem Station Suspected Cause Photo # Low planted stem density (left bank) 1055 -1650 Poor soil medium 6 Low planted stem density (right bank) 1100 -1650 Poor soil medium 7 v M N M w V d O Q_ r O N C O 6. R O w H d Q' E R d w N Y d d U R d CQ H M 0 O O L a d R C m N L CL m Q: 0 ti Cl) C6 C O E O U- 21 cs R m It H E> L O z 0 v v ch cd a E 0 U N Y C co m Cl) E aD L_ 7 O O LO t N C6 cc Y C m L O) T .N C N cl E N U) N C a 3 0 J L6 H C d L 7 O Cl Cl) t V (D Y C m m N J T C N _N C f0 a 3 0 J r- O O O C6 65 N O O U Z E 0 H O N O N O O N LO N M 0 0 M C6 H E m s r 0 c c 0 E m N c 0 0 C c Y 0 O J N a a O N to N m Cl 0 N eY N M F- v M N 01 w V d �O L IL r O _ c O N M >- LO M- O U) � F- O N a) d N � L r E O R C w O E Y (6 d � V a L � m � Y O � o O c O o L U IL C U O E O rI U M w 0 d a E m SD L r M L 3 �_ LL 0 N N 0 0 N v N C7 LO LO r co H c m L V O C c O O N U N C C a 0 O 0 m O) C Y O 0 v a d 0 N CD N O O N N M .. POW v M N 6. Of a+ V O IL O N C O to O N d E t6 d r Y d d v !C d m H O O s a c 0 R w 0 0 L IL E t0 d V co M e+M d 3 tm LL LO O) co C N L O c 0 N N a 0 0 N N M 0 N to N m 0 0 N N ch O LO co C) C6 F- D C O L t O C C O E m N N O. 7 O C Y O _O O d 0 N O N O O N N Cl) 0 N O N O O N N cn d��r- �s . :�� ' �¢ f K r F. .�-� i r �, � L "�� ti - [' �} � r)f ,. .q v .,, ♦ � �r� .� .. ._. _� t ,�.... . ,• _ . -, r P J..7 _ f.♦ ♦��' �� ' Y• �•��e +� ti� ,t �: J �:� , : __ e� �'�: . Y t. �:., � ��n�_ '. J i '�� a. �" r �� 3 i C O E f0 O C. 7 �7 C Y O _O M r IL 0 N N O O N LO N Cl) 0 N f0 N O O N LO N C7 M d 3 LL D t D N (0 C N .c 7 O C O 0 N co N 0 0 N to N Cl) 11 O N C 3 0 m c Y O O tO a a 0 N N 0 0 N N Cl) ti v M N 0) V a) �O IL r O N C 0 O H d E w N U Y d d L U ca d m F 0 0 t IL c O r:+ m w N O O t IL E m a) V w M N 7 O) LL 0 N CD N 0 0 N Lo N M O 0 n N co 65 F- t 0 O 0 O E ca a) a C c 0 0 ao a a 0 N N a) 0 0 N N M ri wm_.14 ITI IL 6 LO M t N f0 D C N L O Z_ co d O N N Q) O O N V 11') ti N (0 H D C O O N N O r O N It O LO t 0) N (6 U) D C N L O Z_ LO a 0 N N 0 0 N V Cl) m U) H D C N L O Z_ (O a_ r- C) N r N 0 cli v r t Cl) M (0 D c a� s 0 z d 0 N N 0 0 N ICT O O t N r fB H c a> t 0 U) OD n. 0 0 N CD N O 0 0 N r lfi t r H C IN y .�L O r O N LO M t O (D H D C (D L 7 O U) O r d O N N C) O r O N LO 'I7 i N t M N (9 f 0 N N O O N LO r U7 LO t V N (0 U) H 0 N N `L O O N U7 r t7 Appendix C. Vegetation Plot Data Table 7.0 Vegetation Plot Mitigation Success Summary Table Table 8.0 Vegetation Metadata Table 9.0 Stem Count Total and Planted by Plot and Species e- Tables Raw CVS vegetation data sheets Table 7. Vegetation Plot Attribute Table UT to Bear Creek (NCEEP# 92347) Plot ID Vegeation Survival Threshold Met Tract Mean 1 N 57% 2 N 3 Y 4 N 5 Y 6 Y 7 Y 8 N 60% 9 N 10 Y 11 Y 12 v Table 8. Vegetation Metadata UT to Bear Creek IEEP #923471 Report Prepared By sean doi Date Prepared 9/28/2011 11:15 Description Each project is listed with its PLANTED stems per acre, for each year. This Pro', planted excludes live stakes. database name UTBear 2011.mdb database location D: \Sean \EEP \Bear Creek \MY2 2011 computer name JESSIO file size 36319232 DESCRIPTION OF WORKSHEETS IN THIS DOCUMENT PROJECT SUMMARY ------------------------------------- Project Code Description of database file, the report worksheets, and a summary of Metadata project(s) and project data. Description Each project is listed with its PLANTED stems per acre, for each year. This Pro', planted excludes live stakes. length(ft) Each project is listed with its TOTAL stems per acre, for each year. This Pro', total stems includes live stakes, all planted stems, and all natural /volunteer stems. area sq m) List of plots surveyed with location and summary data (live stems, dead Plots stems, missing, etc.). Vigor Frequency distribution of vigor classes for stems for all plots. Vigor b Spp Frequency distribution of vigor classes listed by species. List of most frequent damage classes with number of occurrences and Damage percent of total stems impacted by each. Damage by Spp Damage values tallied by type for each species. Damage by Plot Damage values tallied by type for each plot. Planted Stems by Plot and A matrix of the count of PLANTED living stems of each species for each plot; Spp dead and missing stems are excluded. A matrix of the count of total living stems of each species (planted and natural volunteers combined) for each plot; dead and missing stems are ALL Stems by Plot and spp lexcluded. PROJECT SUMMARY ------------------------------------- Project Code 92347 project Name UT to Bear Creek Description Northern and Southern Uts to Bear Creek just east of NC 902. River Basin Cape Fear length(ft) 4877 stream-to-edge width ft 50 (average) area sq m) 45304.23 Required Plots (calculated) 12 Sampled Plots 0 s CL r a � d M 'V N 6 y a LU N W c C O C U jp E `o m w V1 � =° E A C N q Y d � d C � � U a c v of c m m ¢ 0 i �o0m�000m0000m00000n000�mmm0000 . ......... ...... i O CL T a � a � u N d ° N a W 0 W c c O O U E O U) m E O m F L C YI (n m C Y m m � a c m � U a c a of c t0 y Q Y � 3 � M N On O O ~ CO N E N O M N N 7 M M 0,V N � m 01 7 M M �O 10 O l0 C 0 N N IL o v n t� y 0 00 J a N M N � N N N V O N W O W N Zf I n � O N N O n ya o v N fA n J M N M W W n W LL� n l0 N W O N W V' M Ifi W � N M N n � F M N N n LO W N (O O) O N N N � � N V1 J n M I W � N W N W O � W F M M O y O m N O O a d 010 fA J 0 0 0 CL f n N � N u'i n W N � a � N O m O v ad 0 N J 0 00 ELI H W n W W O N M N N O n 77 N _ O A V N O O aCL o U) 0 00 J d F M N N N 77 O a � N NnW L a o J CL 0 0 0 N C N (A C W d d d LJ , K 1>1 H W fn W H F (n W F H H H W H F F H H H H H H H W. N W F H F J V A S V O.H U Q f/1 d N a N a co d N d m `m w y N E m d o E o a (n c u m d E o E E o c p E 05 Y L m m° s m � U Y o L 0 — W o d c E o U O N a d Q d E Z U m �O N � G a v m U G T$ > d` m x m U o m `m m E m° `m S m aG a �° m m m o ca m o m E s E , `m `m A! 2" F y_ S E y a? o m_ Ec > m m E c o m m > >> `m > > > > > >> 3 Q¢ Q Nro Nro UUU0 C7» 2 C3' o d C, d C7 O' K co 'o t� Appendix D. Stream Survey Data Figures 5.0 -5.8 Cross sections with Annual Overlays e- Tables Raw cross - section survey data spreadsheets Figures 6.0 -6.4 Longitudinal Profiles with Annual Overlays e- Tables Raw longitudinal profile survey data spreadsheets Figures 7.0 -7.5 Pebble Count Plots with Annual Overlays e- Tables Raw pebble count data spreadsheets Tables 10.0 -10.1 Baseline Stream Data Summary Table Table 11.0 Monitoring— Cross - Section Morphology Data Table Table 11.1 -11.2 Monitoring— Stream Reach Morphology Data Table LO O V' N U) IW V O r` M N M O N to M U) u1 .- O U w w N O O O f6 2 M F L L L L m Q N 7 2 "O Q Q O D N L Q n aci m (0 N o E f0 2 c N CO w L= U O � 0 U. Q Y O 0) g Q Y L C Y 'O n- - CU -0 m (U N O N % Co O Y m y� c m O >, of O Q LL c m I1J O = U m � m � U w N N U = y � U N N c 'O LL m ' o c CL r L @ m H U o 7 U Z) X Z 00 (n E m a� c 3 0 m c Y O O 07 X c O U (U N to N O U O 3 a� J tn ci ti w (d x O o O w N ti O O N O r O rn rn m rn (Iaaj) uogena13 N d (0 L m U) s V f0 (4 w T X � 0 U. Li. E m a� c 3 0 m c Y O O 07 X c O U (U N to N O U O 3 a� J tn ci ti w (d x O o O w N ti O O N O r O rn rn m rn (Iaaj) uogena13 w � 0 g Z c YG Y c O O -0 O O O V O O U) U) M (D N r` 00 'IT Cl) CO U7 M N U) M M CA N "T CO r` LO 00 O (A N O O M !� O M 0 0 M N'IT N r� N O m (D O 00 00 7 r,- w p O of CA CD m w t- r- r� CD f� r` fD r- t` ao 0o O) O ao 00 m O co m (A O 9q rn rnrnrnrnrnrnrn rn rnrnrnrnrnrnCnrnrn00.00. rnrnrn >o W N 0o N N h r- M CD M LO 'IT w O O r- O CD r- O O M M w v m r` v .,7 C? Cl? M N O U) U') r It N N M 0 M O 6 O N M CD L) "T 'It 7 U) q = T V U) U) U7 Cn U) CD h h r- r` r- (0 (D U) U) U) Cn 0 0 U) V V O c 0 0 00 CA N M (D 00 U) O M 00 00 00 M V m h M M 00 m m O O M 00 � Lo (D 00 O N N� 0 r` O N V (D O�� N O O N N N N N M M Cl) M tT U) U) (f) w co m M Ln e0 N O N 0) .-- � CD U L 0 M t i t s m Q 7 o n a� m m p n X Q a m '0) o E C (9 m L= U C U Q Y O U Y L U Y a) d ca 2 co 0 co O = c m W i U m CO y Cn Ad cn Y N N U = m o U D o w c a LL m ` O c Q N 'C LO m I- U) o U :D X Z co 0 U � 3 u N In m w L) p) X w o LL lL co O N c 3 0 m C Y O O N Cn X r 0 U O N N O U O 3 m 9 0 M N CQ G C a N O O) N ti O) O) O) O) r r (jeej) u0iaene13 O_ O N Ln C) N O co d N — � C 3 N Y v N m m I +� I 1 o Cl C) M N Z C _ Y O co C O N O -0 O O O O) N ti O) O) O) O) r r (jeej) u0iaene13 d o Z C _ Y C O O -0 O O O- N I- CD I-- LO N r t LSD (o L` .- ti "t M V V M 00 Lf) CD M O O 07 00 � M� ti r- O r 00 CO O 1- ti O r CD N M 6) O w 00 00 00 00 00 L` r- (fl Cfl (fl (fl O r- 00 co 00 00 0) 0) CA O O is 0 0 0 0 0 0 0 0 O O O O O O O O O O m m m 0 o o N W ' M O t` O N V O (0 Cfl m O c-- O Ln M Lo Ln O Ln Lfi = M M V 'IT Lf) LO Lo LO LO CO cc (fl ti rl- t` t` (fl U) V) Lo T M M O C O 0 M f- CO CO LO Ol N 10 N'IT (D LO W LO N M 'It CO N M O M O N V L- 00 O N N U-) r__ O O N M 6 r_ V CD O M M = .-- N N N N N N M M M M M � In LO LO (n O O N O O (D M O O (D (D m O N M N 00 LO - LO NCO O V O N W L L L L m T IT 9 Q Ul a a s CO a 0 0 Q a aci m o E m N N Q O O g N N a N N U 0 N m o w Y m °° o m �. (i c m W U _ m CO U i U) Y I N (p m O LL m d E O C d O M N (m (O H (n O N ) XZrnto U S 3 N LO tv L � LO m U) t U LL (0 N C 3 0 a m C Y O O M U) X c O U O) N to O U w O a3i ►- N M �O N O O a wi X O OD O 0 (o O Lin w N C> ,O m 0 M O N Cl o 0 00 rn rn rn (0 LO ()aaj) u01;ena13 0 N (h m co PF m O OD O 0 (o O Lin w N C> ,O m 0 M O N Cl o 0 00 rn rn rn (0 LO ()aaj) u01;ena13 m Y 0 Z O O F- O O O N (D Itr M M h O N O a0 (o N— t-- m C14 'IT m Cl) LO m (M M O O Qj CD CO �7 M 6 M 6 h M � a) m � 0 00 (D d: (D CD M O U) t` � M M C LO (D .� m m m d7 m m m m aD a0 00 I- co CD LO LO LO LO m O m 00 OD m m m m m w m m m m m m m m m m m m m m m m m m m m m m m m m m 10) W LO LO CO Cl) m LO v LO v 11 0 2 00 h M m I- m M LO 00 (O M CD N LO (D N N M O n 00 O O O O (D O M- M"r (D O !� N m N O m O O 00 il c} LO LO LO LO LO (O O (O O O0 00 OD 00 O OD r- (D LO LO LO LO V V 'IT 'p O C O O N OD 00 CO r- V LO m M LO t` N I` t` M m N (D (D m N N 00 -4 m O N m N N M T LO LO N OD m M Nzr LO (D O t` M O'T V LO 0 N N N N N N N Cl) Cl) Cl) Cl) Cl) M V r d1 M N C O iZ- O U) N E cz N ■ O ■ N i U c� a� m _o 0 N O 3 m m 0) C `o E 0 O 0 L d a c cu O C O U O 0 L U N (D _0) LL ayi O 2 c 0 O rn M M rn O rn O � V CO .2 .2 0) rn ai ai o 0 0 rn rn rn O o 0 d W c0 Il- 0o 0) c0 O co N co O V rl- a N0 w C 0 co co I'- O O r` 7 r co eo co co r+ CA O V M M M M O M M (O O O N M V V — 6 —0 N O N — Lh N LO W w ,O o O N v v- a a m L H R � m m� L 2 a U Q Y O y 2 .Y � U Y Co Co CL o? m cr H Y o m o m u U Cn CO C!) U) Y N U = N N E O LL CO v O N a O m V LC Li) m F- Cn O U 7 X Z 00 Cn U N 3 M 10 L d ui m i t U LL E m a� c 3 0 rn c Y O _O IT M x C O U m T N N O U O a) m r a� Y O Z O O 0 0 O co O CO M M O N LO O O N"T N M M LO 1,- 00 1- N O— 0) O 00 I� O) O Co M M ti V( Ct 'V U? M co 1, CO w Oj r O) CA CA 66 O O 00 1- r,- r-- O 1` ti 1- 00 O) O) O) 0) O) CA O O N O O m 0 0 0 M O O O) m m O ( 0 0 0 0 0 O O � r r d W co t` co It co 1l r W t t M— N 0 LO W (D 0 CO M N dT r--:� LO (O 00 C� 1.- co N 1� O r O O O O cq O r- O r- O Lq M N = Ln L1i LO LO LO w 00 w r-- w r.- CO co 0 Lo 0 0 0 00 O C O O N 00 LO LA O O O O CA — -: h N 00 O N O a) M— t— O O O O N 00 N M LO 1'- 00 O N IT Ln f-- 1-- C' N N 00 N O (0 N N N N N CO M Cl) M M cM V It Ln LO co A r- O h (o 7 0 0 (D "T M V O •- M U) f'- W - (C f` N N M - (o N U L L L L O OT Q� Q 7. N .L-+ @ Q D C) Q n aa)) m a) Q Y O a) Y U Y m 0- 0. G — � N fn a) d M 70 m° 7 Y m LL 03 o F- 2 u- c m U �.. ,r E co CO D w co Y a) a) U d m M O 0 LL m Q O C Q o N a7 a7 H fn O N U Z) X Z rn U) LL E ° c 3 0 m _c Y M O � O + U) M x (ya C �/] O _ CD U O ° o � O 3 a) 0 O N (h � s= O co O N O 0 0 rn rn o m M M (4aaj) uO!4ena1g W � 3 � � m H U tQ R 0 rn w X w iL LL E ° c 3 0 m _c Y M O � O + U) M x (ya C �/] O _ CD U O ° o � O 3 a) 0 O N (h � s= O co O N O 0 0 rn rn o m M M (4aaj) uO!4ena1g W d 0 0 Z O U) (D U) f` f` t- fl- O U) V N O U) N M (D N M U) U) O U) N N O O O O O O U) 6 (D N M M O O 00 M O co U) U? CO O U) O O (f) 00 N V V' (D 00 O) Q .2 0 0 0 0 0 0 0 CD M OO ti Co CD U) U) (f) U) O CD h 00 00 0 0 0 0 0 0 0 0 O O 0 0 0 0 O M M M M M O M M M M M O O O O O O O 0 0 O) O _N W r N f- N N r- N CO CD (O N N U) V U) V N N O N U1 N (C) co 00 00 fl- CD V tf) O O U) (n U) M V (D O V (o O O (D V O (f) M O (D M N O O h (o U) = V V V V U) (I) co (o M M O 00 M 00 M M r- (D (D M U) U) U7 U7 V V 7 V O = O ol M U) r N (. N c0 O co O N U) O f` O O (D f` V (D V' (0 N (0 U) r o N V O V O O N co V Uf) (o tl- N O O N M M aV co (D 00 M M N N N N N N N N N co (M M co V V V U) U) r co 00 O N 7 N M CD Cl M U) .- N O N CD M M M N N N - N �- N m M Ld r a� FL U V $ .O o O C L L L L m Q 7 Q Q Q d N 0) O E Q X. -_ U 7 � t= U N U Q Y O � - N N Co 5 m >>� @ m> U (0 d' CO 0 Y c m O cu w U U- c . D m m N 0 Cl) kn Y (U (U U d LL CO v `y (6 d N O CC) CO H (n O N U M) X Z rn (n U c N y 3 LC) m a3 XWE Ld r a� FL � LO N c C 3 O c Y O O CD U) X c O U (U to 0 U O 3 CD 0� ti it M as G a o O 0) co a) r (feel) uopenal3 y o � d � y � - N N C w r v � Y N 0 0 Z w O M co O p M M M M f- f- - h CO h Lf) h LC) CD C co m O h h 00 0 CD O M I-- � � N CO M �� LO M 0 Ih O Cl) LO O O M M (7i m CD o O 0) co a) r (feel) uopenal3 y d 0 Z O M co M N M M M M f- f- - h CO h Lf) h LC) CD C O m O h h 00 LO CD O M I-- � � O CO M �� LO M p Ih O Cl) LO O M M M (7i m CD M 00 1� h w w M (b 00 00 M M O CJ) C� O O w{ M M M M M M M M M M M M M M M M M M O 0 0 IL N CO CD M M Cl) Cl) N Cl) 0 0 N LC) CD h to r- N Ln t- co t` -7 I� OR O O M In O r- f� M M G CO CD CO M In N f- CD M O M = Ln LO CD CD LO O O r- r- r- h Il- I` r r.- I- � M LO In In Ln LO LO a 0 C O O co M N CD M LD O M 00 - M M N 00 - M O LO M LO 't 11 0 !- N O 00 O N r- N O M V Ln � M -,t O LO O O +-, N N N N co co M CM M M l 0 Lf) CD CD co 7 O CD CO N m 0 0 7 OO M O O - CD m M- M Lo O r N O r LO U S-9 76 o o O m E .0 L L @ af Q C O _ - N _ I- 7 C CO X wC) L= U N �= Q Y O .N Y L C C a' 3 N -O 7 ca N to 0 N d co O 7 Y m C m O N T O = U- c m W U co CO � w Cl) fn Y N N U _ d N (D U ib O C O O � L N co CO I- (n O N U x Un 6i Un I c 3 U .N CD s �' In j > co d iv d rn i x6:ou. LL E cm y c 3 O m c Y O _o Un x c 0 U O Cn 0 U 0 3 a� WE r r cd C7 4; E r` x O O m S O o N p N c � N � N _ N C O Y v N N C } } m }m 1 (jaaj) u0ilena13 O co a� 42 c 0 O (/) N O r + O Im d 0 Z O CO '- I- M O (D V M m W In m CO P- h O M (D N OO N of I\ U') O O CO CO CO I- O r- r- to O CO CO N M CO O V I- r- r- h I\ M- M O m m m m m m m m O 00 00 CO 00 OO m O m m m m O m O O O m m m m m m m m m m m m m m m m m m m m m m O O _d W V C m M V O V O r- N CO CO CO Cl) Lo � V m N 00 N co Cf) •,.i t CO lO V) CD V M CD m M CO O O CO M M CD CD O M CO N O = V V V t V V V U) In O O O In (O V V V V V V V V 0 C O (D VU) N N CD Ln (b V '- Il- N CO m (D M N f� M N CO CO p V M m O N N N M V N 00 M CO m N( CO t0 N O co a� 42 c 0 O (/) N O r + O Im m O CC) cn m N 7 O tt Ui N CD C) 0 w O M CD O to U') M R CD O X � V LL U d 0 0 0 m _^ v L L L L IT of Q 7 p p Q n aci m o E 0: Q 7 C N N — 0 L= _ U 0) V C O2 a) .3 Y L C Y CO 7 m§ fY m OO Y C m O U >> w7- W LL m m CO D Y U = @ 0 U a�i F- c o LL m v 0 C 0) O CO V N ca H (n O N 0 L) :D X(o0oco L U C 3 U) O m d 0 d a X of 0 LL LL E m a� 0 0 m c Y O O 00 U) X c 0 U 0) y N U O U 0 O 3 m to d O 0 O O a O O c O O 0 co 00 co O CD O O n to m f� f� N cn N l�0 O w N U7 N O m w C) V Lo O N M c7' U.) 00 O > O O 00 00 w CD CD r- � r- 00 OO 00 00 06 00 O w w v O O O V I� .- 'IT CD O 40 LO O N Il- V co V V' p 00 M O 00 O O m CD y N N N CO Cr) IT V (jaaj) uoljen913 (D O O O N O- O N I` O CO O - (V CO V (V - I` 0) (D N U) N N O V N Y N N U = f U N o a) C 'O LL CO a o c 0 o N N (6 O Q m H (n O N U ::) X Z co 0 to Flow O O m � U) y Ip L `) L6 L L L L m d' d' Q j X Q> o o Q D N m o E Q c c m 0 = U N (p m N T Q m O 7 y O c m W Z O N T = m LL c m co CO U N U) m U) Y N N U = f U N o a) C 'O LL CO a o c 0 o N N (6 O Q m H (n O N U ::) X Z co 0 to Flow O � U) y Ip L `) L6 01 X w D iLL LL E cu a� 3 O 0) C Y O O O X c O U N N N U O U O 3 N fA d w O Z C w C O O O O c O +' (D M U) - (O U') N V) co CO I- CO U7 O lzl* U7 M - �t > O M O U7 O M LO U') O M M M f- m O N'IT co fl- O) of w m r-_ co U) (o I` I` r-_ M w w M w W Y O C O O (0 N r- Mr-- M"t f- t f CO O c0 co co O Cl) c0 'IT (t) - I` 6) co r- N N�t m O) M M N N N M M It U7 to CO c0 w co O O O N O O O_ CC +r rte. C L s L O z a� a b O O v as r., U e� as O CI7 G� CN 00 (jeej) uol)eAO13 O O � _ O • N o co °0 m N • Q � � w � C y O m U 3 3? • 3 v m r c r m ca • O O H m C7 U 00 • • O O • .-. • O (£65i 'e ) aup u as -ssoJ • a� C> w • • O d0' • 0 0 • M • • 0 0 N • • • O • • O O n CN 00 (jeej) uol)eAO13 C> 0 o a_o • 0 M co ID O C � O O � � N N M O N O m � N N � N • Q � � � O N a,'� b O N 22 • � Y w, 'O �° O z • a� °o O w N a� a • (��Z •e ;S mo O uoi ;gas sad CO a (Z£9Z 'e S) aa�� gas -s oaf 0 U as � E.. • o o � • N �O • L O � • O O N W N • • °o • N • O O O 10 to M N - O 01 00 N O O uo/Iena/3 o a_o • co � � N m � N N � • Q � � � O N a,'� � U 22 • Y w, 'O �° F g • • (��Z •e ;S mo uoi ;gas sad (Z£9Z 'e S) aa�� gas -s oaf • • • • • • • • • �r • aS -ssa� '. (D�iZ 'elS) oMl uoi • • O 0 o. • O r In � N � N 7 � N � (n • • m o 0 0 � 0] N � c U � N � � l!7 O � OZ) • m m m� c m o � • -� O O 1 *U O� O • O O O • O • • 00 �p • (LL Z 'p35) anaS uoi O • • • r+ • Q) • • Gam. a • ,o • • • C0 Q • O • k • O • L U • • o • • • • M O O fir O O O O O M N �--� O as oo [- N N N N N N N N �-- � � d (IGGI) uo/Iena13 • O r In � N � N 7 � N � (n • � 0] N � c U � • m m m� c m o � • 1 *U • • • • • (LL Z 'p35) anaS uoi gas -sso • • • • • • • • • • • • • • • • • • • • • • • C) O 00 N rn 0 o i N 2 C • N O 0ay� U • O d � 7 O U N CO • . O • p � N C� ' e l ) DUOPI UOIl:) $ -SSOJ H • • • A • � TOSZ a ;S � !3 uoi aa$ -s J� • O • O S • y O • O p • N a • • • � • • o cm • a M O • N O • a • • • U o � • o N N � H � O O_ N D G� W O O O N O O OvN 1 O 00 t- 11C M 00 l- _ — -- -- N I O O O (je0j) u0ileAei3 • • • • • • S • • • • • • • • • • • • • • • • O L1 01 LL Arb 1A, 2gA$ 1�2A 362 V10 0 1$o N g0 � c 6A a� A6 E o m g2 y N 0 c(o 22 U N 16 N r � v■ o a A• 2 05 25 125 X62 0 0 0 0 0 0 0 0 0 N L- CO LO It M N lUa3.Lad ssep IenpinlpUI e sommommoom ommommom M0 Commmommom ' NEEMEECENE ' commmmmmmmm N 0 N 0 N 0 N 0 M 0 Cl) 0 V 0 V m V 0 Ui m f- 0 f` 0 I- 0 CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MIMMMEMENEE . iM MMEEME.MM _ U Arb 1A, 2gA$ 1�2A 362 V10 0 1$o N g0 � c 6A a� A6 E o m g2 y N 0 c(o 22 U N 16 N r � v■ o a A• 2 05 25 125 X62 0 0 0 0 0 0 0 0 0 N L- CO LO It M N lUa3.Lad ssep IenpinlpUI I m O e N 0 N 0 N 0 N 0 M 0 Cl) 0 V 0 V m V 0 Ui m f- 0 f` 0 I- 0 CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U a p In C 0 0 0 I O O O N O O O 0 0 0 0 0 0 0 N 2 U # N N l0 O H M C2 N N L!') V O in N N V co 0 O� N O N co •- N M V co O N (NO CO Lf) O O N O N C N L O > > N"@ '�. -6 C (n > @ N >> N N O 9 U 0 (.� N N L N O LN.. O N C U N N( N (6 L` co) I LO C M O (n U N >> N U (� U 70 m g g E -LL m U) E a) 0 U�CDCD 5 `° m E E U Q> (D a> 7 o C) 0 o 0 U 0 U E 0 U m 00 m E O m Yc> U m w m a> > a > o En T m M v m m m a o 00 w .E O O O N c .O_ O N O O O N E E O co E E O co a> N Cn > LL 2 U > > LL LL U U > > 0 U) J O a+ � 1d O U N U m m 0 fq m I m O d 3 LL I sommolmmmm INEEMEEMENE I NEEMONEEME I ■EEMEMENEE I NEENNEEN:E ``I NEEMEEME®: 1lmmommomom LIVEMEENEENN Wrommommomm 010mmommomm WNINEMEMEEN . ' ., MMENE■■E �OOgO O Q6 2 =MCOr-r� co co co cocoC r- co (c oa n ter i cOmv`mmmmmm wwmmmmrnrnrnrn y1'l m m m° m Zg0 U g0 _� Q) 6A E N 0 A5 r 3� y Z0 co CD N M U .- U O— O N N V No N o (9 CD Cl) O O O O �3 � O N � N _0 l b! lb! a -- U co M 05 N N V O) N co 25 1�5 14 061 CO 0 Cn 0 0 V 0 co 0 0 N o 0 4uO3JGd O sselo lenpinlpul F (O O . �OOgO O Q6 2 =MCOr-r� co co co cocoC r- co (c oa n ter i cOmv`mmmmmm wwmmmmrnrnrnrn y1'l m m m° m Zg0 U g0 _� Q) 6A E N 0 A5 r 3� y Z0 co CD N M U .- U O— O N N V No N o (9 CD Cl) O O O O �3 � O N � N _0 l b! lb! a -- U co M 05 N N V O) N co 25 1�5 14 061 CO 0 Cn 0 0 V 0 co 0 0 N o 0 4uO3JGd O sselo lenpinlpul (O O . =MCOr-r� co co co cocoC r- co (c r- ter Mr- -rl- cOmv`mmmmmm wwmmmmrnrnrnrn m m m° m U 0 CD N M M .- O O— O N N V O N CD Cl) O O O O O O O N U co M N N V O) N co M N 14 O F E S N LO N LO O N O f� m M Cfl N N M In V V M O O N m CC) Co N N O Co O � O V N CO t!') N O _ V D C cn O Z N 2 > O f0 -p U) > (0 N >> _ N N N U U N O H D (n (0 C U CO (D N S] 1] p Z a 'C C f0 N C cn @ (n C O >> N U U C1 (D >> S] O 4 U O O C O m 7 O O U C LL N 0 E O O C) C LL. Cp U Cp U E E O U O U D CO) E U o0 0] E m U O U i N 7 'p (n C6 >' >' N N 7 a _7 "O (n (0 (` (0 —_ @ —_ O 'O O m -- C6 N O 'p O zT O a (n __ O c O O O N c C N N 0 0 0 N E E O D E E O N N N UJ > LL U > > LL LL U U > > (n cn J cn (n J m O T � � N t0 C /O > 0 � 3 U O D V (n U m m to m (O O N d 7 LL n 7m- 0 0 Appg6 1019 I.....Z�C =C 7 00 m co n O 1— � 1p2 I- n�� t— all O W N m V M (D N 512 O m m M m O� m m M m 0 0 0 0 0 0 0 0 0 0 0 0 ,yg0 1g0 MEEM�:�mmimmm 1`Z$ c- mmm mmmmrmmrmm �. 0p N n 7m- 0 0 Appg6 1019 7 00 m co n O 1— � 1p2 I- n�� t— m O W N m V M (D N 512 O m m M m O� m m M m 0 0 0 0 0 0 0 0 0 0 0 0 ,yg0 1g0 1`Z$ c- 0p N 6A O) a`) °b a_ 3� N U) ■ 2�6 U U 16 N o ca _ CD y n 0—" 0 13 _ _0 N— N N N— N U � _0 N M— N 0 r 0 0 0 N � -- A� � � U 2 a 10 05 25 *'�; O M O 1— O 1`L5 N N N— M N Po M— N 0 Lo 0 0 V 0 M 0 N 0 (D C. WODJad sselo lenpinlpul n 7m- 0 0 7 00 m co n O 1— O � I- n�� t— m O W N m V M (D N I— M O m m M m O� m m M m 0 0 0 0 0 0 0 0 0 0 0 0 U o _ CD y n 0—" 0 h O N— N N N— Co N N M— N 0 0 0 0 0 N � U *'�; O M O 1— O N— N N N— M N N M— N O H E N Lo N M (D O M O M N N� c m 67 O N O o N V O N M V (D m N N M i O N 0 � � V C N Z > > U B >> N O (0 (D O Q) N O N N L (n c0 C N N O a :03 'O ~ _N O O O N O CD C� U` C`J 7 N 0 0 0 U O O m O 0 'U c c0 E O C 0 C N (�>0 E O O 0 U 0 U_ 0 U E O U m CO E m U a> CM LL (n 7 U) ca m a> o o (n V) m m __ m O a m m m m O 2 cn =_ N C N O O O C C N N O O N N E E O p E E N (D O N Cn i U- U>> LL U- U U> > (n U J (n U J m O U Q :6 U fT6 C cp > c4 = 7 U O O N U m 0 (n m n 7m- 0 v M N T U d O CL a w w c 0 O N N cc E f0 d Y N N U m 0 m 0 D O N O 3 H co d } c 0 c O C 7 O U a) a) a ri d 3 LL m 0 a a00g6 CD m ZOa$ V' T I� Lo V M LO M In M O M N r— 1 o2a M M m M V m ap m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 662 Ln 1$O N } 120 � o ■ g0 � o _ p IP 0 CO (D a0 C2 V O co .— a2 (D co co M Ln d' N 0 N y _N 0 0 C. 0 0 N � 226 U _(n U 16 N r m U 13 fn 6 a o a0 rn N Y M O c0 M C O M O (D W co co O 1� -IT N O� C O 25 U) co 12y m H 062 � Ln V M o LO M N o u) N o in CD o ;UOOJOd sselo lenpmipUI m 0 a CD m (D m V' T I� Lo V M LO M In M O M N r— O co M M m M V m ap m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U o _ p IP 0 CO (D a0 C2 V O co .— O (D co co M Ln d' N 0 0 0 0 C. 0 0 N � U Y M O c0 M C O M O (D W co co LO -IT N O H E N (D Lo N U) N to O N O� M M (D N co (() I V w O m M N O 00 O In N O N N O 4 m O y O 0 V (t7 N N co t0 C) O C N C N a� L 75 5 o Z c a� > > p� N > > > > U U a) a) a) Q) N '2 LL w (n a) C U (6 (0 VO`l 1] O � � O 'O c O a) ` N Q) a) U U U U 7 D U O m O m e LL c0 in E a) 0 U c Ll E 0 0 E E al N O U O U 0 D 0 U E U O m O m E COD Y U U a� U T a 7 ` a m m 7 a 7 (L m ` o Z Z __ m __ as 7 m m C; � Q) O -o` U) _ c O o O O c_ c_ 0 0 o o m a) E E 0 m E E O m O co (n i LT- U i u- LL 2i 2i U U i i (n U) � J (n CO J m V) O > 'OD V y v m .0 o 5 0 y 0 U m d V) m m 0 m LL == =MEN '. mmom mmm R00g6 MEMEMEMEME (D M 2086 r M n M f` M O M U) mmmmmmmmmm (D (!') M'r (D (D 1 OZR m (D L0 r- O M N 00 E 00 00 00 mmmmmmmmmm 00 m O m 5�2 O 0 O 0 mmmmmmmmmm 362 ,t56 U ,Xg0 Nil, g0 CN N 0 E� R5 E } D O 32 H v ■ 226 _N U mummoommom O N 'o N "6 N o O O N Co CO 00 I'- N CO (D t.() N CO CO (D V d N U N 0 N 1 m A� } U 2 � 1� O� 1`Z6 w MERWIMMEMEN N 0 0 0 N (D M 062 I- N M moos LC) N Lo V M o u) M o N N MOMMOMMMEM n CD o IU03JOd sselo lenpinlpul E- mmmow \ m __Em _mm_ N N ((') O MEMEMBLIMM O f` co (D N N lf) V O N N V � y 0 momommumvm . O .- N V Lo M N M V (D m m Lf) N (D M In O O O F- !) mmimmmim �MMMOMIN MIM mmmm��1 N 0� =1 0 momomm1 lmm1 a MMMEEMEMEEIIIIIIIIII � N I m 0 0 R00g6 (D M 2086 r M n M f` M O M U) 00 (D (!') M'r (D (D 1 OZR m (D L0 r- O M N 00 E 00 00 00 V m 00 m O m 5�2 O 0 O 0 362 ,t56 U ,Xg0 Nil, g0 CN N 0 E� R5 E } D O 32 H v ■ 226 _N U O N 'o N "6 N o O O N Co CO 00 I'- N CO (D t.() N CO CO (D V d N U N 0 N 1 m A� } U 2 � 1� O� 1`Z6 w M N 0 0 0 N (D M 062 I- N M moos LC) N Lo V M o u) M o N N n ( n CD o IU03JOd sselo lenpinlpul I m 0 0 (D M f- M r M n M f` M O M U) 00 (D (!') M'r (D (D O (D m (D L0 r- O M N 00 E 00 00 00 V m 00 m O m O 0 O 0 O 0 U 0 O N O N 'o N O O O N Co CO 00 I'- N CO (D t.() N CO CO (D V 0 0 N U w M N 0 0 0 N (D M 00 I- N M (D LC) N M M (D O E- N N ((') O O f` co (D N N lf) V O N N V � y 0 . O .- N V Lo M N M V (D m m Lf) N (D M In O O O F- !) N V E N L O > Z c m> (>a N n N u > m c p (n m > > a) a) U CD a) m ° a) � >> U 3O ' p m LL C/) E a) CO') E E. m O O D Co) U CCD' m E m 0 6) m U :3 o cn m m a) 0-0 > (f) m U) m Z m m a m m & o � a) o m a) c_ c_ a) a) O O (1) (1) E E a) m E E a) `m a) U) (n i I (6 O 0 M®®EMEN ,,,• EMEMEME MEMEMEM AOI90 EMEME MENEEMEMEN �A$ � MEMEMEMEME n EMEMEMEN r A 1�2 n I M M nUncDr-- 00 O O X12 O DOmmmmm000 O V LO r-- m 0 gb`Z 0 � 0 00 0 256 12" U a��i 6A E rn N A5 E I (6 O 0 AOI90 �A$ � n n r A 1�2 n I M M nUncDr-- 00 O O X12 O DOmmmmm000 O V LO r-- m 0 gb`Z 0 � 0 00 0 256 12" U a��i 6A E rn N A5 E e U ■ cu 226 U i A6 N o 6 rn O O 13 in a O N O M m � N �n m �- N N Cal m 0 0 0 0 N _ CL A� } � 2 ■ U O5 [n 25 NTIb dg2 LO lD 0 V 0 M 0 N 0 0 IuOOJad sselo jenpmipuI Y� I (6 O 0 n n r r n nLo M M nUncDr-- 00 O O LO r— O DOmmmmm000 O V LO r-- m 0 0 0 0 0 0 00 0 U e rn O O O O O N O M m CD �n m �- N N 0 0 0 0 0 N _ U [n Y� O O O O (D N CD U-) M O CD LO O tD — N N O H N LO � O 0 r� (2 CD m N m V CD N C N O N O N V In N M V LD m 00 ,- N CD co m 0 O 0 H C a) L O _0 > > Z -O � (0 j j a) 5 6 D ` � (n y Ln @ N U`r 9 0 (m0 N N a) a) �O a) -0 2-0 OD a) O a) U) D 0 N U� C� D D 4- U O m O LL c @ E ai ° U E LL f6 C� C0 ( E E 0 0 O U O U O D O U E U D m O m E O m Y U N (n >, (n a) D a ` 0 i i' a) 0 D "0 D -0 ` a � (IS —_ (0 —_ a5 D -0 a) m —_ M —_ M D -0 O 21 - 121 a� C o m a) c c m m O o m a� E E C@ E E @ cn (n u- � U i i LL LL 2� U U i i cn (n J Ln w J m O T C > 'a U N U cCe 0 O 0 V m m to m I (6 O A00g0 200,0 02A 01,L 48" 250 N00 120 90 N c 0b rn a5 } ca 13 (n d c� 'o V N Cl c� I. 2 � 05 25 1`ZO 002 IU83AOd sselo lenpinipUI 0 MEMOmmsm�� NEEMMUMOME MEMEMEMEME E CCMCEMC=EC O O N SEEM co CD r- ^ O M SEEM = = = =�� mmmm .� Lo 0 00 0 MEMEmmmmm mmmm m 0 0 0 ,EM E_ME_M__M_EM_E 0 0 0 0 limmmmmmmmm 0 O 0 O 0 O . WEEMEMEMEM 3 mulmommoMMME CmZ= Wmmm =mWw mmm 00�►\m.wmmmm ��2quI mmmmm U 0 A00g0 200,0 02A 01,L 48" 250 N00 120 90 N c 0b rn a5 } ca 13 (n d c� 'o V N Cl c� I. 2 � 05 25 1`ZO 002 IU83AOd sselo lenpinipUI O F- 0 E O O O N CD V co CD r- ^ O M Lo w N w M 0 Lo 0 00 0 m 0 m 0 0 0 0 0 0 0 0 0 0 0 0 O 0 O 0 O 0 O 3 U 0 p y 0 0 N V In V Lo M Co 0 0 0 0(D 0 0 0 0 N 2 U 3# O O 0) U) V Uo V Uo M M 0 0 O N N H A 0 N N to O O N O -i h to M M CD N N M Lo V V CD O O N 00 to CO N N 'IT O 00 '. O 00 y N .- N M Lo N O C !� � V O L_ O 19 O > O > ` N a -O ) > ca > j O N (O (0 Ul U) O N N O m 10 (n t0 N O (n A 7 N >> U U C (� O C O O U O OO m O o M � LL m (n E, °� U LL `6 (D `0 E E w w o° U U U U E U m o m E m v U ` N 7 -0 v) (p C N N C a 7 'O i (5 (9 - -- (6 N O =p N-- <0 tII O =p N 07 O N C O O UU N C C O O O O N O E E O E E O U`p N (n LL U i/ LL LL2E 2E U U i% (n (n 2 J (n (n J m Un Un O L U.� C T O d d U R c 3 0 U m m to OD O F- 00 n d 7 01 LL MEMEMEMEME MEMEMEMEME ME_:MEMEME SEEMEMEN EMEMEMEMEN REMEMEME WEEMEEMEME WOMMEMEEME mammmoms off` "WEEMEEM= . Mi1=MMC=E=E MEEMEMEME mommmumm EMENUMMEME NEEMMUMMEN EiMiEEKIiT■ EM MEEMENEEME MEMEMMEEME MEMEMOMME EMEMEM ANNE MEMEME1 IMME MEMEMEWEEN I N O 0 0096 I� M 0p6 2 M M O V O V M V M V Lo V' W V O U) a 102 N Co V Il- O rl- LO w N 0 O 0 00 0 0 0 0 0 y12 0 0 0 0 362 160 126 90 N � I I 0 6R 00 5 cti p Vyi O i O M O M O N M N ca N Cfl (D I� V N N 2 U U ! 0 16 N o � y M U a co � M M N M N LO 2 N &1 CD I— V N N fC 05 25 O 125 062 mpg V co M N N LO o ;ua0Jad sselo lenpinlpul I N O 0 I� M t` M M M O V O V M V M V Lo V' W V O U) V LO N Co V Il- O rl- LO w N 0 O 0 00 0 0 0 0 0 0 0 0 0 0 0 U 0 p Vyi O O O M O M O N M N LO N Cfl (D I� V N N 0 0 0 0 U co M M N M N LO CO N &1 CD I— V N N fC O N N Cn O O M M N 'IT 00 N O O N V Lo M Cu N M V CD O 00 LO N CD M CA O 0 N 0 H V C N L 7 O O > > O (n C > 0 6 L l4 N N > > >> O a O C/) m C O N N _O O O O D "o@ v a) � o o U 0 0 0 m ' o 2 @ LLcn ° 6 E E ° U E U m E CO U O U >' N °_ a (nULLC�C� (O T N N _> 'p >_ "O m (0 mUU @ >' -- CO CO 'p a� m -- (6 CO -0 a� Q7 o -p co > LL U > > LL LL U U > > U) U) J Cn (n J Co. V) O U Q C m _ y d 75 w d O Y V D V l(n 0 U 0 m O m m I N O n d 7 LL i r %r .• R00g6 �M � co aO V of V N �,OR6 t` cp r- o0 I� 00 O O O m N 67 V O '7 m to O O O O.LR r- O r- Q) 0 6� 0 Cn 0 Q) 0 O 0 O 0 O 6�2 CCECmmmm 362 ,yg6 U CEEMEMEM1♦� N$13 NT,b EMEMEMEM e 00 N c 6A 00 IMMEMEMEMIS p R5 } tZ O— O M O O O M 1 1MMEMEMEMMM 92 a cn cn O — .- O O N O O— 6 12 0 co 0 N � L? U U 16 N o � I ■MMEM U 13 M � MME C) V N c 1iiMMMMOMOMM 6� a � CO mm R� } N N N � f0 2 W1MMMMMMMMM O 0� zlb NNEEMEMERIM loo H 062 MUMEMERIMME 0 m of 0 Il- 0 Co 0 Lo 0 0 V 0 m 0 N 0 0 au83Jad MIMME_ERMM_ lenpinlpul m1 mRvmm = =mMM O N N M (D N N L;T V O N 'IT N 00 V mm M1 MWE N Lo� mmmmm N M =\wm CD Q1 mmmmmmm 00 c- 10 N O M In 0 � R\� � N � M ■ �MI �mmmmmm \ mmmmmm m■ ■moklo C MUIEWOMMMOMM mm1MM� Mm 1��1 ��emm MMm== a) i r %r a R00g6 �M � co aO V of V N �,OR6 t` cp r- o0 I� 00 O O O m N 67 V O '7 m to O O O O.LR r- O r- Q) 0 6� 0 Cn 0 Q) 0 O 0 O 0 O 6�2 362 ,yg6 U N$13 NT,b e 00 N c 6A 00 a) p R5 } tZ O— O M O O O M O 92 a cn cn O — .- O O N O O— 6 12 0 co 0 N � L? U U 16 N o � U 13 M � C) V N c 6� a � CO CO R� } N N N � f0 2 O 0� zlb loo H 062 0 m of 0 Il- 0 Co 0 Lo 0 0 V 0 m 0 N 0 0 au83Jad ssel3 lenpinlpul i r %r a �M � co aO V of V N Il- ap t` cp r- o0 I� 00 O O O m N 67 V O '7 m to O O O ti m r- O r- Q) 0 6� 0 Cn 0 Q) 0 O 0 O 0 O U e p h M 0, O— O M O O O M O N N O — .- O O N O O— 0 0 N � U � CO CO N N N f0 O H O N N M (D N N L;T V O N 'IT N 00 V � O N Lo� N M V CD Q1 N 00 c- 10 N O M In 0 0 N 0 � N � C a) L 7 ° a) ` a) m U) m > > > > N O 41 N a) m> C U U O U O m a C o a) iLU) m E m° a) m m E E U a) C7 a) >> °° UU o U o U E o U o m o CO E o M a) U m D `UiLC�C� m z 0 L -- m -- o a) o a) .6 a) o a) m _C c a) a) O o m m E E° m E E m m m co Cn i F `s e ppm c 5 5 E 6 k E �5 W B s 2 B 3 s€ 5 $ e" Y F i s 6 E6 c y � 3 2 t i 5 5 � E 10 t0 p OI 0 N 01 N O O 0 N OD C (n O D O O fV r M C � Q C6 O i O p N Vq; N N O r th V (O n ° C m n Op a N N 01 0 0 nm O O C O m S r c6 t7 O p0 m S c6 N (O f0 N N C � O ° c m o 0 0 0 0 I I I I t 1 I 1 I N I I fV N c l l l l l l l I I I I m A O N I I N w d p M O o g n �N 10 v U N cj ro n I I rz g ci l I I I I 1 1 1 1 1 1 1 I 11 E N nI O N O V O1 N N m O 7 E m t0 L d' E O z o ry n o 0 c E r L N ( I I I I I I I I I I I CD �a y W G I I I I I I I I I I I I t0 W mU ' % I I I I I I I O Z C U O O tO O a r Ill w m TO n N C m d n °• O a g N N o O I I I I I 1 I V N N fV m Z iJ U A � O m C � m a z a a z z a a z z a a z z a z a a z z a z s z C7 L_ 2 L > L_ F `o 1. n Tj r r $ L r �Y z U 1YC0 m L_ a 0 V C m m OC m 9 L .� -U m C O Q Q mm 0 A O. {{pp ffmff m g. _O J N (QpI c C y m m m 7 C W C G L 2 m m g O U m U % co 3r w E� } \)! 3/ \\ ER m\ a /�0 \ \\ \22 ( af of �) \ \/< 0, 0!!ƒi } ƒ /$yz /\/ 171jd F:1 jC? 0 \ E Co C ; \� \} \\ � ) \ ! s} }) {{ ,r }) {) !! )} (} it !4 !! )| i; })k {)} ! \\ \/) )!! CO /\/ 171jd F:1 jC? 0 \ E Co C ; \� \} \\ � ) \ ! s} }) {{ ,r }) {) !! )} (} it !4 !! )| i; })k {)} ! \\ \/) )!! IF IIIIIIIIIIII NINE MEN 111111111111 101111111111 INIONNUINNIN IIIIIIIIIIII �� 21111 111111111111 INIINNIIIIIN :ONION IN1§111111 INININNI110� 10111111111 .- INIIIIINNION : • '�� . •�� :�� INNNINNIMIN INHINIIIIIN INN§ININNIM )§ |F \/ !$ {j !I )/ ![$ !): � \\ /)\ \�\ � \k IT §> -6 2' �!! } §\ r!| \J\ \/k y m E c �. o a x S E �m Sys �£m =agcy E�Ein �m£�8 gEAw3 E6t3o tom$$ O � m 8Fga8 =n�N.nd y Y � v d O � _ } S N � E E ,� - E 471 U) m -a ° E N N 75 2 E -- t L �u a o E? � a r .. e _ - � yn N Q = A a C o C V .c Z - C r � Y O Q m Y � lV N O r G tV d d Y Y Y Y Y Y N Np � lh O �� O m l�1 � N O O R P m O m 36 Y n N N 777 N 194 N N N d m iD m m q .7 N g r N O m 25 q m m (ry G G G lV t�l G G n O ��ECppO po� w U w m Y+ q 0 G Nm m m g N m N S O� N Y 4 � 3 3 a O o m n =m t Pi �s u m Yak � y mb3a vNUmaU$ W= �, m ° o .�Zm m" E i y N aE =a ci m a � o K 3 y y E c - � m E _ � 3 a E o r y m E c �. o a x S E �m Sys �£m =agcy E�Ein �m£�8 gEAw3 E6t3o tom$$ O � m 8Fga8 =n�N.nd 4n 2 � E E o m�$ gtm c SaB� 3m`�D �SL$x o m $ o €Xa` m $ o�a¢S n�Nnd 0 i r f s i o Y v � F '9 d F w E E o -- o o � h � _ A � - O � m - �? n - N� •- OI W c U 2 O O O O O t�f N O N N N O O n G M G N N 2 A O !A N ep m c N N N A O m) O O O O O V � o A 0 t7 N y A c � � p�p � N � N C r N •� mi •1 r Nj � m pN O O � � OQ � � H �� (V tV a 0 1 t I I t I I Q m 4 fc 0 Q o m O p�p N h N O N QI � OI N A H O Z m E-n mU ='m� U NcLLoee � m • °' � .2 � N 3 w m a m w y to g aE e�1 W � m m � ir • U • U t K y n m w m m m U N L o Ic a E o o a z a o ¢ 4n 2 � E E o m�$ gtm c SaB� 3m`�D �SL$x o m $ o €Xa` m $ o�a¢S n�Nnd Appendix E. Hydrologic Data Table 12.0 Verification of Bankfull Events Figure 8.0 -8.1 Groundwater Gauge and Precipitation Data Table 13.0 Wetland Hydrology Criteria Attainment Table 12.0. Bankfull Verification UT to Bear Creek NCEEP# 92347 Photo # Date of Data Collection Date of Occurrence Method (if available) 24 -25 March 2010 November 11, 2009 (2.34 "), Crest gauge evaluation, NA December 2, 2009 (1.73 ") and presence of wrack and drift February 5, 2010 (1.94 "). lines, evaluation of NC CRONOS data 24- Nov -10 May 17, 2010 (1.52 "), May 23, Crest gauge evaluation, NA 2010 (1.6 "), June 15, 2010 presence of wrack and drift (1.25 "), July 9, 2010 (1.25"), lines, evaluation of NC September 26, 2010 (1.28 "), CRONOS data and September 30, 2010 (2.87') 11- Mar -11 Unknown. Data from NC Crest gauge evaluation, NA CRONOS SELR station does presence of wrack and drift not indicate any periods of lines substantial rainfall 26- Sep -11 On -site crest gauge does not Crest gauge evaluation, NA indicate that bankfull events presence of wrack and drift have occurred and recent wrack lines and drift lines were not observed despite SILR station recording rainfall of 2.13" on September 21, 2011 r-I r-I O N cn M N to 01 � �* a a w w Co w rn Y M G0 U (j f6 to � C m 0 O F- O o � W N 7 OD LL (ul) ()j11S) 1podjid Alit jallS ;e uoije;ldhaJd Allea N Ln Ln M N N ri O O 1 1 U N 1 1 � 1 O Z 1 1 uo eas 6u MOJO Ic pu3 1 � v O 1 U 1 m 1 7 a N N � � c 1 � O 1 � O 1 7 N 1 I I T � L I O. N I O C Q) y c a) c p M m I � 3 T I (0 c O m .n _ u Lu uosea 6wmw ;o lje; I L U I I m L N I I LL c f0 O Ln O Ln O Ln ON N Ln 0 Ln Ln 0 Ln Ln (u!) 43daa jaieM 0 N n m r� N 0 I m CL CO w ap w rn Y � N a) to U m (D m to CU C m• 0 0 0 �a 00 a, LL (ul) (x115) liodjiV Al!:) jall5 le uollelldl3aJd AlleU Ui LQ lf� Lq m m N N -4 .4 o O Ln O Ln O Ln N M (ul) 41dap jaleM U a) O Z U O Ql fUa Ln a Ln U O C7 0 m 7 Q Ni I I Z. :3 L CL ar s o C O C 3 I as 0 .Y (a Y _ Q U Q a) a L 'U co a) LL C a) 1 1 1 1 1 1 uo 1 1 1 1 eas 6ulmoj ;o pug 1 1 1 1 I I I I I air1 I I uiseas I I I I IMOJE) ;o JJE IS I Ln O Ln O Ln N M (ul) 41dap jaleM U a) O Z U O Ql fUa Ln a Ln U O C7 0 m 7 Q Ni I I Z. :3 L CL ar s o C O C 3 I as 0 .Y (a Y _ Q U Q a) a L 'U co a) LL C a) Table 13.0. Wetland Gauge Attainment Data UT to Bear Creek NCEEP# 92347 Success Criteria Achieved /Max Consecutive Days during Growing Season (Percentage) Year 1 (2010) Year 2 2011 Year 3 (2012) Year 4 2013) Year 5 (2014) Gauge No /21 days Yes /37 days 9BEA457 (9.72 %) (17.13 %) No /20 days Yes /43 days 138BDBD7 (9.26 %) (19.91 %)