Loading...
HomeMy WebLinkAbout20030512 Ver 1_Mitigation Report_20110518i 0 rf yam}, /�/ Sa taa �- — .•`�y, ^r. ,Iii � A; ` � ,' . _ ° • ' 'R 1. �*y.•.y y y�• x ^M .. nr ft t�, Tf( TABLE OF CONTENTS I. Executive Summary ..................................................................... ............................... I II. Methodology ................................................................................. ..............................3 A. Vegetation Methodologies .................................................... ............................... 3 B. Stream Methodologies ........................................................... ............................... 3 III. References .................................................................................. ..............................3 APPENDICES Appendix A. Project Vicinity Map and Background Tables ........ ............................... 4 Figure1. Vicinity Map ........................................................................ ............................... 5 Table la and b. Project Components and Summations ...................... ............................... 6 Table 2. Project Activity and Reporting History ................................ ............................... 7 Table 3. Project Contact Table ............................................................ ............................... 7 Table 4. Project Attribute Table .......................................................... ............................... 8 Appendix B. Visual Assessment Data ............................................. ............................... 9 Figure 2. Current Conditions Plan View (CCPV) ............................ ............................... 10 Table 5. Visual Stream Morphology Stability Assessment Table .... ............................... 16 Table 6. Vegetation Condition Assessment ...................................... ............................... 18 Photo 1. XS -1- Downstream View .................................................... ............................... 19 Photo 2. XS -2 Downstream View ..................................................... ............................... 19 Photo 3. XS -3 Downstream View ..................................................... ............................... 19 Photo 4. XS -4 Downstream View ..................................................... ............................... 19 Photo 5. XS -T1 Downstream View .................................................. ............................... 19 Photo 6. XS -T2- Downstream View .................................................. ............................... 19 Photo 7. Vegetation Monitoring Plot 1 ............................................. ............................... 20 Photo 8. Vegetation Monitoring Plot 2 ............................................. ............................... 20 Photo 9. Vegetation Monitoring Plot 3 ............................................. ............................... 21 Photo 10. Vegetation Monitoring Plot 4 ........................................... ............................... 21 Photo 11. Vegetation Monitoring Plot 5 ........................................... ............................... 22 AppendixC. Vegetation Assessment Data .................................... ............................... 23 Table 7. Vegetation Plot Mitigation Success Summary Table ......... ............................... 24 Table 8. Vegetation Metadata Table ................................................. ............................... 25 Table 9. Stem Count Total Planted by Plot and Species ................... ............................... 26 AppendixD. Stream Assessment Data .......................................... ............................... 27 Figure3. Cross - Section 1 .................................................................. ............................... 28 Figure4. Cross - Section 2 .................................................................. ............................... 29 Figure5. Cross - Section 3 .................................................................. ............................... 30 Figure 6A and B. Longitudinal Profile — Main channel and Tributary ........................... 34 Figure 7. Pebble Count Plots — Cross - Section 2 — Mary's Creek (EEP #241) ................ 36 Figure 8. Pebble Count Plots — Cross - Section 4 — Mary's Creek (EEP #241) ................ 36 Mary's Creek Stream Restoration Year 4 Monitoring Report-FINAL NCEEP Project number 241 Year 4 of 5 The Catena Group March2011 Figure 9. Pebble Count Plots — Cross- Section2 — Mary's Creek (EEP #241) ................. 37 Table 10a and b. Baseline Stream Data Summary Tables ................ ............................... 38 Table 11 a. Monitoring — Cross - Section Morphology Data Table .... ............................... 40 Table 11 b. Monitoring — Stream Reach Morphology Data Table .... ............................... 41 Appendix D. Stream Assessment Data .......................................... ............................... 43 Table 12. Verification of Bankfull Events ......................... .............................44 Mary's Creek Stream Restoration NCEEP Project number 241 The Catena Group it Year 4 Monitoring Report-FINAL Year 4 of 5 March2011 I. Executive Summary The Mary's Creek (EEP #241) stream restoration project consists of 2,082 linear feet of stream restoration with just over 7.3 acres of buffer restoration. The project is in Alamance County north of Siler City, north of Greensboro Chapel Hill Road (SR 1005) and east of Lindley Mill Road (SR 1003) (Figure 1). Site construction and plantings were completed in March of 2006. The goals and objectives for Mary's Creek (EEP 4241) stream restoration are: • Improving water quality • Providing wildlife habitat through the creation of a riparian zone • Improving aquatic habitat with the use of natural material stabilization structures and a riparian buffer • Excluding cattle from the stream • Reducing nutrient loads from entering the stream through a filtration buffer • Increasing the streams access to its floodplain • Reducing erosion and sedimentation Level II of the CVS -EEP protocol was administered for Monitoring Year (MY) -04, which includes planted woody stems and natural woody stems. Three vegetation monitoring plots (1, 2, and 3) were added in MY -02 to the original two established during baseline data collection. Planted stems could not be distinguished from natural stems during the MY -02 vegetation data collection, therefore all stems were recorded as natural, except for three black willow livestakes located within Plot 4. Including all five monitoring plots, there are 2695stems /acre including natural and planted stems. The success criterion for planted woody species is 320 stems /acre after MY -03. A mortality rate of ten percent will be allowed after MY -04 (288 stems /acre), with another ten percent allowed after MY -05 (260 stems /acre). An accurate number of planted stems /acre could not be determined since the planted stems could not be distinguished from natural stems. Invasive exotics and areas of low stem densities are the only notable vegetation problems areas for MY -04. Tree of heaven (Ailanthus altissima) and Chinese privet (Ligustrum sinense) have reached levels of concern as well two areas of low stem densities and are depicted in the Current Conditions Plan View (Appendix B). Other invasive exotics observed within the conservation easement include tall fescue (Schedonurus arundinaceus), Gill over the ground (Glechoma hederacea), Johnson grass (Sorghum halapense), Japanese honeysuckle (Lonicera japonica), Japanese stiltgrass (Microstegium vimineum), and multiflora rose (Rosa multiflora). According to the NC Native Plant Society, all of these species, with the exception of tall fescue, Johnson grass, and gill over the ground, are classified as "Rank 1 ", which is defined as exotic plant species that have invasive characteristics and spread readily into native plant communities, displacing native vegetation. Johnson grass and gill over the ground are classified as "Rank 2" which is exotic plant species that display some invasive characteristics, but do not appear to present as great a threat as Rank I species. Although these species have been given these ranks, the functionality of the project is not expected to be impaired significantly by these species. Tree of Heaven, Chinese privet, and multiflora rose are considered a Mary's Creek Stream Restoration Year 4 Monitoring Report-FINAL NCEEP Project number 241 Year 4 of 5 The Catena Group 1 March 2011 species of "High Concern" according to EEP's invasive plant ranking list. Tall fescue, Johnson grass, and Japanese stiltgrass are species of "Low /Moderate Concern ". The conservation easement contains tall fescue that resided within the seedbank pre - construction and is still the dominant grass in the adjacent cattle fields. For additional information relating to vegetation, see Appendix C. Overall, the banks are stable and well vegetated along all project stream reaches. The majority of the structures are also functioning properly with little evidence of needed repairs with the exception of the two end structures on Mary's Creek that were noted as degraded in MY -02. Previously reported problems with the structure at station 19 +75 continues to exhibit signs of piping, but has not degraded further as compared to MY -03. The piping of the structure at 20 +95 reported in MY -03 has appeared to have stabilized and is not exhibiting signs of degraded structural integrity. Rills were observed along the fence line of the stream crossing of Mary's Creek which is outside of the EEP conservation easement. However during a second site visit it was noted that the landowner had filled in the rills. The steep roadway slope at the crossing makes the crossing approach susceptible to erosion. Erosion has slowed on the upstream face of the crossing from previous monitoring year; this area will continue to be observed due to its lack of armoring. Changes from MY -03 to MY -04 in the main channel are minimal. Riffle and pool stability and performance are comparable to MY -03. The riffle substrate has fined slightly placing the distribution closer to the MY -02 samples. The bedrock outcrop at station 24 +50 is still causing minor backwater effects upstream more than 200 feet. The bed of the main channel remains stable with no significant aggradation or degradation. This is also reflected in a comparison of the cross sectional data between MY -03 and MY -04. The structures at stations 25 +25 and 26 +00 that exhibited problems in MY -02 and MY -03 have failed and boulders have dislodged and moved slightly downstream. These two structure failures are not causing stream integrity problems. The vane arms are still intact, and are successfully providing bank protection. The bedrock directly upstream is preventing any downcutting of the stream. The erosion at the upstream culvert crossing face has slowed and some additional vegetation growth was observed. The tributary also exhibited minor changes from MY -03 to MY -04. The reach is stable and the banks and channel are heavily vegetated. Some of the structures are difficult to locate due to the heavy vegetation and sediment present in the reach, however no issues were observed. The greatest change since MY -03 is the presence of two obstructions, located at stations 12 +80 and 13 +90, consisting of accumulated washed debris in the channel. The obstructions are causing backwater effects that extend to the top of the reach. The particle size distribution for the tributary has transitioned to a finer particle bed material from MY -03 due to the backwater. The longitudinal profile and cross sections for MY -04 show no significant changes from the previous monitoring year. Summary information /data related to the occurrences 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 plan and restoration plan documents available on EEPs website. All raw Mary's Creek Stream Restoration Year 4 Monitoring Report-FINAL NCEEP Project number 241 Year 4 of 5 The Catena Group 2 March 2011 data supporting the tables and figures in the appendices is available from EEP upon request. II. Methodology Methodologies follow the current EEP monitoring report template, Version 1.3 1115110, and the version 4.2 of the CVS -EEP protocol for recording vegetation (Lee et al 2008). Photos were taken with a digital camera. A Trimble Geo XT handheld unit with sub - meter accuracy was used to locate stream and vegetation problem areas. A. Vegetation Methodologies Level II of the EEP /CVS protocol Version 4.2, which includes natural stems, was used to collect data for MY -04 for five vegetation monitoring plots. Data collected for these plots are in Appendix C. B. Stream Methodologies Stream profile and cross - sections were surveyed using total station equipment and methods. The survey data was plotted using AutoCAD Civil3D. The longitudinal profile was generated using the MY -02 alignment. Cross sectional data was extracted based on a linear alignment between the end pins. Pattern parameters were calculated by measuring the plotted dimensions of the MY -04 surveyed thalweg. Profile parameters were determined through analysis of a Microsoft Excel generated plot of the profile based on the aforementioned baseline alignment. III. References Lee, Michael T. Peet, Robert K. Roberts, Steven D., Wentworth, Thomas R. (2008). CVS -EEP Protocol for Recording Vegetation Version 4.2. Weakley, Alan (2007). Flora of the Carolinas, Virginia, Georgia, and Surrounding Areas. http: // www.herbarium.unc.edu /flora.htm. Mary's Creek Stream Restoration Year 4 Monitoring Report-FINAL NCEEP Project number 241 Year 4 of 5 The Catena Group 3 March 2011 Appendix A. Project Vicinity Map and Background Tables Mary's Creek Stream Restoration NCEEP Project number 241 The Catena Group Year 4 Monitoring Report-FINAL Year 4 of 5 March 2011 /r. N r Al 1 87 4at� 4+ o 3 m m � pb� n HarttM,'or7 Rd Mary's Creek Conservation Easement a b /fin <'�`�n Rd Dixon Lamb Ln e e' ro 4 N White a gj a 0 .�11 ' Coro Ct� Site Directions: From Raleigh, head south on US 1 to US 64. Take US 64 west to Pittsboro and exit onto NC 87. Head North onto NC 87 and turn left on East Greensboro Chapel Hill Rd (SR 1005). Go approximatley 2.5 miles to turn right onto Lindley Mill Rd (SR 1003). Turn right onto Dixon Lamb Ln (SR 2336) and go to the end of the road. UT to Mary's is located within the fenced conservation easement within the cattle pasture. Mary's Creek Stream Restoration Site Figure &*%0CL= Site Location Map r' Alamance County, North Carolina Date March USGS 7 5- Minute Topographic Quadrangle Map M EEP Protect No. 241 arcrt 2011 Mary's Creek Stream Restoration NCEEP Project number: 241 The Catena Group Year 4 Monitoring Report-FINAL Year 4 of 5 March 2011 Table la and b. Project Components and Summations Table La. Project Components Mar 's Creek (EEP #241 Project Riparian Wetland Ac Non - Riparian (Ac) Upland (Ac) Footage BMP Riverine Non- Riverine Restoration Component Existing Restoration Approach or Stationing Buffer BMP r Comment or Reach Feet /Acres Level Acreage Acres Elements ID Enhancement II Mary's 1750 R P2 16321f 10 +00- 6.1 Instream Structure and Creek Preservation 26 +31.8 Vegetated Buffers HQ Preservation CF =4505 If 0 0 UT to Totals 2082 0 10+00— 0 0 Instream Structure and Mary's 360 R P2 4501f 14 +50 1'2 Vegetated Buffers Creek I = BR = Bioretention Cell; SF = Sand Filter; SW = Stormwater Wetland; WDP = Wet Detention Pond; DDP = Dry Detention Pond; FS = Filter Strip; Grassed Swale = S; LS = Level Spreader; NI = Natural Infiltration Area; O = Other CF = Cattle Fencing; WS = Watering System; CH = Livestock Housing Table lb. Component Summations Table Lb. Component Summations Mary's Creek (EEP #241 Restoration Level Stream (if) Riparian Wetland Ac Non - Riparian (Ac) Upland (Ac) Buffer (Ac) BMP Riverine Non- Riverine Restoration 2082 Enhancement Enhancement I Enhancement II Creation Preservation HQ Preservation 0 0 Totals 2082 0 0 0 0 Count Mary's Creek Stream Restoration Year 4 Monitoring Report-FINAL NCEEP Project number 241 Year 4 of 5 The Catena Group 6 March 2011 Table 2. Proiect Activitv and Renorting History Mary's Creek (EEP #241 Activity or Reporting Scheduled Completion Data Collection Complete Actual Completion Date Restoration Plan N/A - Aril 2003 Final Design-90% N/A N/A October 2005 Construction N/A N/A March 2006 Temporary S &E mix applied to entire project area N/A N/A March 2006 Permanent seed mix applied to entire project area N/A N/A March 2006 Bare -Root and Livestake planting N/A N/A March 2006 Mitigation Plan/As -built Year 0 Monitoring-baseline) N/A May 2006 June 2006 Year 1 Monitoring N/A February 2007 March 2007 Year 2 Monitoring N/A July 2008 December 2008 Year 3 Monitoring N/A November 2009 March 2010 Year 4 Monitoring N/A January 2011 March 2011 Table 3. Proiect Contact Table Project Contact Table Mar 's Creek (EEP 9241 Stantec Consulting Services Inc Designer 801 Jones Franklin Road, Suite 300 Raleigh, North Carolina 27606 David Bidelspach - (919) 851 -6866 Shamrock Environmental Corp. Construction Contractor 6101 Corporate Park Drive Browns Summit, North Carolina 27699 Bill Wright - (800) 881 -1098 Seal Brothers Contracting, LLC Planting Contractor POC P.O. Box 86 Dobson, North Carolina 27017 Brian Seal Shamrock Environmental Corp. Seeding Contractor POC 6101 Corporate Park Drive Browns Summit, North Carolina 27699 Bill Wright - (800) 881 -1098 Seed Mix Sources contact Shamrock Environmental Corp. Nursery Stock Suppliers Hills Nursery Co., Inc. (931) 668 -4364 Monitoring Performers Ward Consulting Engineers Stream Monitoring 8368 Six Forks Road, Suite 104 Raleigh, NC 27613 -5083 The Catena Group Vegetation Monitoring 410 -B Millstone Dr. Hillsborough, NC 27278 Mary's Creek Stream Restoration NCEEP Project number 241 The Catena Group Year 4 Monitoring Report-FINAL Year 4 of 5 March 2011 Table 4. Project Attribute Table Project County Alamance Physiographic Region Piedmont Ecoregion Carolina Slate Belt River Basin Cape Fear USGS HUC for Project (14 digit) 03030002050020 NCDWQ Subbasin for the Project Mary's Creek Within extent of EEP Watershed Plan? Watershed Restoration Plan for the Cape Fear River Basin 2001 WRC Hab Class (Warm, Cool, Cold) Warm water % of Project easement fenced or demarcated 100% fenced beyond the 50 ft easement buffer Beaver activity observed during the design phase? Unknown Restoration Component Attribute Table Reach 1 (Main) Reach 2 (Trib) Drainage Area 815acres 330 acres Stream Order 3rd 1st Restored Length 1632 450 Perennial or Intermittent Perennial Perennial Watershed Type (Rural, Urban, Developing, etc.) Rural Rural Watershed LUL Distribution: Residential 10 %* 5 %* Ag — Row Crop 25 %* 25 %* Ag — Livestock 20 %* 35 %* Forested 45 %* 35 %* Watershed Impervious cover ( %) <5% <5% NCDWQ AU/Index Number 16 -26 16 -26 NCDWQ Classification C, NSW C, NSW 303d listed? Downstream of the site, Mary's Creek was listed on the 2002 list, but removed from the 2006 list Reasons for 303d listing or stressor U I U Total acreage of easement 7.3 acres Total Vegetated Acreage within Easement 7.3 acres Total Planted Acreage as Part of the Restoration 7.3 acres Rosgen Classification of Pre - Existing C4/F4 C4 Rosgen Classification of As -built C C Valley Type VIII VIII Valley Slope 0.0096 ft/ft 0.0096ft/ft Valley Side Slope Range 0.1076 - 0.3285 ft/ft 0.1076 - 0.3285 ft/ft Valley Toe Slope Range 0.0 11 1-0.0285ft/ft 0.0111- 0.0285ft/ft Cowardin Classification Stream (R3UB1) Stream (R3UBI) Trout Waters designation No No Species of Concern, Endangered, etc. No No Dominant Soil Series Type Series Herndon Herndon Depth U U Clay % U U K U U T U U Mary's Creek Stream Restoration Year 4 Monitoring Report-FINAL NCEEP Project number 241 Year 4 of 5 The Catena Group g March 2011 Appendix B. Visual Assessment Data Mary's Creek Stream Restoration NCEEP Project number: 241 The Catena Group Year 4 Monitoring Report-FINAL Year 4 of 5 March 2011 > ::3 W U N T N V, d `y/ 00 � a a E LL a 0 0 w ?: 4 m a m o d 3 3 3 c o- N 4 o g E o to w v U d u A m m o �n E E a `m a m w E N r ,2 m y t H N m O�LL c >" N 0 cr in u U) i m> a a y c> LL LO 0 0 z o a U w Z ca 0 F-- 0 3 U �a o N c ca o o zo :• d a) E 02 z° U2 N A- m N O o y & A U L c n �`- E _m € h N a d �n ca �a U Y � N N U N C pAp N N p 0, N T 01 01 J H N ul M M N I I r m M m m M CA O N O ,- m N m N�p X m m m M m H V l7 UN., o ti N M O Ut 0 0 d S 0 0 0 0 d d a� LL O LL co 0 t m O � O V z N O < a` r. Q. O w 3 _d N M ca O y cc _ m T O z .o E c CE O - _z E U m r cD C o' ' � o m � o i -�C `- E W Um a) Q L a U ar >, a CD c O U _ 1 O C a ay. 3 O !-V C7 a� M _ W o � T n c vt ♦ ae < w E O ✓, a O '^ �, c E � c c w w w o � y� d cy w _ _ y o W v o v m v '� • A_ O v, E E a• LL C E> m U¢ in U m i :t 6 G J° V ` 0 N ° Z C. u� oa R N a O w w d C U) M ca O y O Z o O � ♦ n C E c t m 02 z° E "r (d ♦� m 0 0 L� d m L LL' v ♦ ♦ "♦ ♦♦ ♦♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦� -ld (a LL ♦" ♦ ♦ /. " N ♦♦♦4 �•♦6a '"♦♦ ♦ ♦ ♦♦ ♦♦'♦ C ♦a *a�i" s�' ' ' ♦O♦idO� Oi ♦ ♦♦ ♦i ♦♦ ♦e0 ♦i "o♦ ♦ ♦O ♦ ♦♦ o ♦� +re♦ ♦� ♦♦♦ � ♦ ♦�a♦ `di °i0♦ � cc a O Vl� o Y Y Y o v E H = A H Y U H 3 3 3 = A O c 0 t/l d p U Y Y O N J d a LL _A E N 4 O W O Y Y Y = A T Q 3 Y `Jo u tp U g q l oA� N o 2 o q� o � a` C° a o w c Ca o N A o = zo °�m4 a� car � o =Z 0 b (D o m u U) ►�. Y y Y 1 W E LL LL � Q U d cn a � LL •.�i'�� %i a •t' %! .� � •o O .. #�. 44R-m♦ V ♦. t4 ❖t�.•�t.• •�..�.•�.•.tA4'► '?At�f• - A•tAg4 .4 ♦.•♦ ♦♦ •or ss. ♦ohs c¢ 0 F V U� .•. a L ai�j►•ai i � D> � • •i9 . ❖a a•. as aa• o � ♦ z ••: aa:• d old .n m s� LL •i•a Oi N a CL as ••i• d o W 3 •!d d N ':t— r— V/ Cc C: n. O y O L � Z o O W u 0) r E c z IT s Um O c E A^♦` 1 'Em q W V Q L U ar L •- ca O U O C p s'o U LL LL i L i m c rn w v a E c i E �p Q O N O W d d d m N C_ ) U , n C L Q Q^ N q d N 3 3 3 O N q N O O V q o E E a A E N v E w r m y t t N E Z °o 1cp in U 2 V1 U U) f i i 12 :V d Q J J 0 u .r w - v CD C? W c N L LL O E a j s E N w c d oE E 1 E m '° W N_ r r r 3 p d t - N E t LL q o 3 0 N C E> N 0 z° N u N i m> a< J I III 10U am� o z t2 o a a N a o w 1 � 3 d in m Ca O :- y c Lo 4 O O ao fA y U N = E cc +• �, a m oU'nA :':•'i' cn lQ •. •• H • ♦. ♦. Gem — • • d i�'igi�• Q � ♦ d 0 c a u � 0 V l7 3 enl�d N _u R F" C u y u Q R O L O R u L r+ R 7 R C N •C@ M C � L v d � H � F"- C d rJ J � z° w o � a c O O V O O � N y A~ y E L C �a 7 � U O W V � z F a c T o °3 0) m @ a � c o L N @ 00 0 0 :°. LL N ; � T C O a) 0 Y Z to p� a E c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Oo <n Oo °' O) o° Ib M (D Ui •t C O1 m t` fl- r N N 0 a a @ o 0 m LO 0 LO LO co Cl) N LO C LOLL O d N � � C E� d Z N c � — @@ O M o ~ 1� r r r r O 1�1l!jj ~ O Q N N N N N �- z a E N N N O N N LO Z N d N @ 2• L a ✓i o N E of C AI C N O~ C m O N N OJ R U a) R' 'O O 3 E vl (0 y a O > J U C E A M1 j p L E Q N a E m $ ° d C J a v m N 'V N N N m c N_ _ D m m 'O c A m a E y `� N un m rn C N m C W o c O O d x a b L m U N N C E N E E O N c N m D C J C OI C O Lm a U L d c } o E c I ' v °'D a m ° 7 w °3 c '3 o ] o m ] m Eo a c .w ~OI M1 `o m m o a E co O° cmi m , �° N Ja N D° IV coi m Z m M w j C a m m 0 0 U U 7 Ol Y m GI O '2 W C L� 3 D u) N g C 0 .Op t 01 C N V N— J L E ?i 3 ° N N ] N J N O m O V E o d , W W y m m Y o c Y m m c a m x c _ m m c m a o c N N J N a M m CO m m M 2 U) CJ 2 N m m m y d m d O � - C J '0 c C O ,a U O c O C m m C 0 o C C o+ O C O u y U) J rn c c " o a w a M1 m c c o m 0 d@ C V C U M1 ci m a C° m m u m 3 N — M1 " 9 �+ L 'S a Y L! A .0 f a / M1 U fA N al U V N M N N M < v p C m N 6 d C O C y m 'ter Y m 3 c U U C4 ri cn J � z° w o � a c O O V O O � N y A~ y E L C �a 7 � U O W V � z F 3 .Q Q C W L Q1 d J O y d7 V G7 R d N o m � a 5 T •O— a }c o 0 0 0 .N °o m w � to rn c L N f0 fd Q O O LL .R. C_ O L t N C t0 E D p y O J Z :� y N > �a C C 0 0 0 0 0 (D Lfl O O O O O O O O O O (n O LO co M m m 00 V co co N o d y R O (D y C m R O C 0 O LL O C> N � � C �y� N o 7 d Z � C y Ln LO LO Ln z �a L c � y m a E c LO CL R _ o c nl o ? y o o m N C S O ❑ m � w v `o o 4 m E 3 d O) m N d H O N C7 E N m j o $ O c E d N rn m u °� d a c ❑ m a m `m 1 c w 5 o fE m 0 = g�� a� m C a _ �' E E VI m s .- v a N L m O d C J o C a° x o_ Of .0 3 O(v .O O m N N C m = J ° � `° c_ ❑ 0 3 m y d o J o me o f0 o o '� E m °o N 3 e c o v c o E$ •.� a o v a c .� ~OI NN 5 T $= m W C C n c C N d > O o c� U 2 w rte, O° .0 O m ❑ E C .a C C= J= O) N Y 3 U m L E a�i a�i Lg Y N c H a d = d o o- d C1 N E (� c° m m` w J= J a c c° o N ❑ d O ❑ N J y Y O _ Y d d C d Y C U 2 U 2 Y d m C d N N O C N C� C N N n N CO m M m m m co V) CO m d CO _ _ o O _ V c o a o v m y U = 0 c a a A c o 0 U m a a J N v a Y m o V) 7 N O A U V% U V N M N N M V V d N C O Y Q = L O c y tm L f6 v m A in 7 c W i U U r ri m ,.a � Q w z° r °a. Ar op c 0 v R c 0 O N y .. e� .o c h a �'• W m W U �z � E h Q O C U C O N tu bA ,cc m I^ V W Q D _ d � C � A H a � a) � Q C 0 C) 0 O) f} a Q M M � d � d C C � v O U Q O N U d O Cl) E Z. E O z a C O a o r ~ V )n U U � o 0 T ° O a y N m R m @ _ a � � o p _ a N co Z LL V) a tQ6 C H oo 0 0 O co � (0 � z t Ul � Q N J J c9 O 0 O N d m Q m Q N a 0 U U l0) U O O Ln O a) T m U m ate, c6 O w a) N Q > N E d Q n d % T M 0 >O N m d o � w C y U E G Q Y N � 3 y � o J Cl) d a IC v Q C Q) E Q N A W C N Q cr, a � d C o v 9 d Q U Q N C O fl O V )n 7 Z a > O ° a v i U d a p _ a N lL (n o LL V) a tQ6 C H oo 0 co � c � z t c h E ? � Q � Q J J C O 0 O N d m Q m Q c a 0 U U l0) U d O Ln O m U m ate, m IT O Q > Q > d > c > c d % N M C .0 �U, U jq () m uj L « a C « U L "O L 'p 0 - O L m N C 0 0 N p N L p) N U N H O N E U 7 /a 0 Y N a) L TU °- O C la 'n a) a N Y Y C, a) a = _ a > m T a) C) U1 La) mOU 5m> 7 t/) L C a) C m a) y m m m.4 E.E m a �a a m O m m o m 0 � o C C 'N O 3Ea N)i° Jpo -C z o o`ooa.a O C Il C "O N J N N O co — C N C m m C 'O m a) U N O 'C E a) -0 " O m N nma o-amU E a m O a p N E J N m N m U 5 c E L2 '0, `oo�aL E U N m °–' ° c2E a�mo o� -0 E �T ° m ° m m O.cmLCn�.0). 3� O p C --9 5 N Y N 2° m u m $Ea 0- --r - _- 0a)Na) m m E�°pom U O H C C v) O m O a) 0 N C — p _ L Cm U C >YOp«CII 0 ° 0 N C m j H U� E T N C E 2 a �`m a� p a m° o f 3 m a��o)m c_oi m a)0 >a)Ln$ Oa) m m aia)�mmZ �m0 CL,? V a m« a m U m >> o C a) O ca o o E' �Em? w>m° N a) T 'N N a L O) m O '0 `) N m T , m O N m T C r C 7 C m a Z U_ 0) �• 0 m m �j `m ° a) V! N S N N E Y o > O) C E O C O) O a) l! N_ O E U a) N E c � aL 4� 4' E � a� _ _ a T m m t5 0 m a) mE c x p— m> U _ N rn d) O O n U U !n m C « J > N r G C O a) . o 0 .ID OI C ° a) f0 a) M 7 E 0 a N 0) o .r a) «_m °� «C Tm D7n1«) m � m U ° U 0 a.' ° 1 cE C € N C> m iA C ._ mNm �a m m am rnaN . 0 NN ) N CL m N m a)N °0m(D -5>' m C ° m O L N m E m M `) N E 0 a) 7 E O a) C V) N mt m N c O L a) O �m -o E ooH — ° °- E °r c>,° Na @tmm° cc m o ° a m 0 E 0Lu E "' dL m a ° " E o � _ c2it "aEi (OD o �~ O Fa) o `� Z aci m.LU. E c m 7 o 0 o `m a m c m c m L 5 a N lA L a) N a1 Y N N N O C > N a) Em m° a rn.�U °a Em mu - m e cu O O m N C U — r n C N nN C L � 9 7 G U y T m_ E — J O .SO m C aa 0 M° 06-0 U ° n m p m O E o m C ) n m O O m m @ 0 « _ Taa) m me 7 aL O U a )m '" ,Em Pom m 0 o E C y L O 6 ° 0 o`p apr�a°o.Eo >m C E E C (a O« O) C' C« W a) N L U 7 N U L Y r a 0« a m O� o) L (Cu 7 al 0-62 .0 m C LS « O U ° L 'o-3 G nL >` 0 n s y r N > N « m m C T 00 U r N m a7 L N C N m m () a) ° '- a) ° E m o E m c p T m L .4 m NC, C L >,, N N N CI 7 U C m a) « N N L_ __ '6 Z a m E E�ESSJ2mg C O CD « OU m o f N N>0 a) 0 0 2 1 E Z' C °)ai o Uo m`moama « -.,2 mo Cm wo �maEm0m aUi.u3 w m u 0 a u � n o.:°. E E a m .o M o v m ra) v,0D- M.ETano` a� z� C � LL U W C O 0 9 O m_ � N u o: y E ° m E � a V O` O m y W iC W U z H Stream Station Photos Photo 1. XS -1- Downstream View Photo 2. XS-2 Downstream View Photo 3. XS -3 Downstream View Photo 4. XS-4 Downstream View Photo 5. XS-T1 Downstream View Photo 6. XS-T2- Downstream View Mary's Creek Stream Restoration Year 4 Monitoring Report-FINAL NCEEP Project number: 241 Year 4 of 5 The Catena Group 19 March 2011 Vegetation Monitoring Plot Photos Photo 7. Vegetation Monitoring Plot 1 Photo 8. Vegetation Monitoring Plot 2 Mary's Creek Stream Restoration Year 4 Monitoring Report-FINAL NCEEP Project number: 241 Year 4 of 5 The Catena Group 20 March 2011 Photo 9. Vegetation Monitoring Plot 3 Photo 10. Vegetation Monitoring Plot 4 Mary's Creek Stream Restoration Year 4 Monitoring Report -FINAL WEEP Project number: 241 Year 4 of 5 The Catena Group 21 March 2011 Photo 11. Vegetation Monitoring Plot 5 Mary's Creek Stream Restoration Year 4 Monitoring Report -FINAL NCEEP Project number: 241 Year 4 of 5 The Catena Group 22 March 2011 Appendix C. Vegetation Assessment Data Mary's Creek Stream Restoration Year 4 Monitoring Report-FINAL NCEEP Project number: 241 Year 4 of 5 The Catena Group 23 March 2011 Table 7. Vegetation Plot Mitigation Success Summary Table Mary's Creek (EEP #241 Veg Plot ID Veg Survival Threshold Met? Tract Mean VP 1 N/A 0 %* VP2 N/A VP3 N/A VP4 No VP5 N/A * Tract mean not met for Plot 4 (121 planted stems/acre), the only plot with confirmed planted stems. Mary's Creek Stream Restoration Year 4 Monitoring Report-FINAL NCEEP Project number: 241 Year 4 of 5 The Catena Group 24 March 2011 Table 8. Veizetation Metadata Table database name cvs -ee -ent ool- v2.2.7.mdb database location 11/5/2010 13:54 computer name DESCRIPTION OF WORKSHEETS IN THIS DOCUMENT ------- - - - -- Metadata Description of database file, the report worksheets, and a summary of project (s) and project data. Pro', planted Each project is listed with its PLANTED stems per acre, for each ear. This excludes live stakes. Pro', total stems Each project is listed with its TOTAL stems per acre, for each year. This includes live stakes, all planted stems, and all natural /volunteer stems. Plots List of plots surveyed with location and summary data (live stems, dead 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. Damage List of most frequent damage classes with number of occurrences and percent of total stems impacted by each. Damage by Spp Damage values tallied by e for each species. Damage by Plot Damage values tallied by e for each plot. ALL Stems by Plot and spp 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 excluded. PROJECT SUMMARY --- --____-___ ---------- ___ ------ Project Code 241 project Name Mary's Creek (EEP #241 Description 2096 if of stream restoration; no wetlands River Basin Cape Fear len h ft 2096 stream-to-edge width ft areas m Required Plots calculated Sampled Plots 5 Mary's Creek Stream Restoration Year 4 Monitoring Report-FINAL NCEEP Project number: 241 Year 4 of 5 The Catena Group 25 March 2011 `a ;n C v a ` O N a _ a � 9 C `a d a E m _ Z o t F � c a` U d ~ N a o Z y a se K i• eN d� x � O a = �U s � z r- h N O M M N O N N O M l0 H N F T d T a m M N NO � d' a N c m m .y o0 N d 01 N N Y N Q � d v ^' O F- N .r ,r N 01 N d d VI .-� •� M 0 N M r1 M m N 01 �D N � O m m N N m N _ N M M ti � d ^' tD rl ti M M M M N W m J 1 - M N M M � > o N o 0 o n � N a o W y� d O O O .y 00 1 n N Q a � O ® ° N � a ° O o W J i N N T N �0 N N N l0 O N o M p> O N O O •+ i O N O 0 0 c v d � U N m � a N a � > o N o 0 a 0 N O O O W y� 1 N ut H r N N N m dN O N O O O m ti O d � N W N d O O O 6 d d W 0 U T d Ol v d d W v N d pJ U a y G v v v J L J J L L J J L L J v L v J` L v L d J v L v v v J J L L J v L J L v d v N N L E � H H N Vf N N VI VI H H N V1 H N H H H N V1 VI H N F H F- VI d E v N v E a E v m 2 c E v = o E ; " t v q c E E E v u r v E a v 3 a « u o v 3 >- a E 'a ': c E E a c L v ai v v 0 v v l0 l0 N c U a O 0 N C C N 00 > O U U 3 0 ww v m Y E y c •°-' ` v m is E a r 3 a E _� v v r v¢ u° uJi _ o m in v v _° v>i a a E a u° a, 3 c m � O � c m C m 10 c v 72 u v A E > o C - 2 J J > - c (0 > L c f0 N i` m N E` u > • u A m E E L m E m o.m u o o u u> E a« E a o y= a N u C C N c c c E C J u u c as io 'a `m v c o° v m v v° c o„Jp Q '� c c c 2210-7,1 m x E E E E G Q Q r m u U U U in- l7 = a a a a vi uf0i a o Z y a se K i• eN d� x � O a = �U s � z r- Appendix D. Stream Assessment Data Mary's Creek Stream Restoration Year 4 Monitoring Report -FINAL NCEEP Project number: 241 Year 4 of 5 The Catena Group 27 March 2011 " _ o 0 0 N u 0 E 0 O 0 o N V O X O O e L °o N M LL Y m f � N v } o 0 2 ui Z m N e v w a z a O o ? r ° -oc°� r° .1 1,a m � > W O m 0 IV ' m m rtf N Y! y } af U! z A S O N M m at N O N O M m O N m O O j ilf ) W < NO h N N N N N N N N N N N m N m m j N m O O V N Ori n N N fpp �tpp tp m m 46 � �2 N N N N� M M th t7 M V O m Q i N z S O F O ¢ N E -� mmmp o+mm ins m Mg Nm N�NN �9 n ,0 0�opp �Npp impp 00� eeo t7 MI N000 O e r o w °n O O N �lI O� i0 N m O M I� b N aD N m O1" No ° �� NNNNCmv cmvrvr nn av o0 0 LL K a3�f3 o< w�lp uuiN yp°y m�oM!° on rr °m �ppnry rc°pn °ap N N �wN N h N N u01 �OII N N N v01 N N �n m ONi O iD ONI N O l� O e N O N N N U a, U ° o > .z M a Z a 0 F v o iUar'�n� c H � �p O� O OQmi n aND am0 m N cNV S ��1p1 O O O I�Ipp eNp �Np ��p {<{pp O O O O O O O O O O O O O O O O O O O O o O o O O O O O W N N N N N N N N N N N N N N N N O I N w O o N N O N N e O e N M O m N N O � <O �p0 N� maD Mrm mpN r' mm O Ai0 O N ao1�n00 W N O (1aaj) uoryenal3 O 2 � O a. M `o N c O ..+ N y . . C� � G D ma a V O Y O v y O U r- -C4 0.. N W U W 4) 1 o O ` i O N CC O ytti`. O Q ' - a 0 O O v aoi ° g a "f 1� o 0 N Y tm I k Y o N? J J w = 0 M � d d 2 a O O O V t0 O M O 0 01 pN pp tptppp (p(ppp pp po w N N UJ N� NNN N N N N N N N N N N N N N N N N C O LL W y O O C } N° O O N N N M O) p N rn l. 1� N pp N N V Op N O N OD � M li O N IV v) ¢) m N N N N N N N N M M M N C O O y (n N N O V } oa 6 m w w m ? a z J O O O O ¢ g °�nno r'mm�rvmvl`Ono��oom o w } alnro N rl 0 m� tp ap�ppp ppyy pp pp Qp pp�pp o � W N N J °i p p p N Ny M O N h m N N N y O (V < N N N N N M NI M O O I C O N N^ ^ A N N N Z of 3 a O F O a J F r K O h E o t00'4� a o mom °e rvmaao °mn °`On °n' `O 2 i N ° ` . m N�ra C o o 0 0 K Z a3��3 ON pp �1pp 0 W N N 2 V fD N � : N N N 00 N N rn W N I� W o vg � w N N N N N N N NUgoi 1�mi ig°n v°i vaoi v°pi u°�g�vNOi vNOi� � O tp QQ N o N N N tNJ O oOD 0 O P T O N 100 < N O N N d° y O M r N N N N N N N N N M M M V O .Z d U w N o Z'o E`Dn a u? ZaO� m 2 Q a F m icSz�?r� r e g O °n cc''��°Jr �O1O °v naNOrv�rv�r' o 0 0 y N N N N N N N N N N N N N N N 0 N 0 O 0 N 0 0 O N 0 0 O N 0 o O N O O o N W 0 O 1� 10 O c0 O N O O N O O 0 O o O o 0 O N O NNNOOr,�ri�m�� N N I M N N O V 088j)uopenal3 e N� N aciWmou Iq a� o v C) v R r C rO >'n I O o � � N R' y r/yj U O 4 O m V G" aCi w W U W �z H \\ \ ) } / )§ �\ } \� r \ d \ \ k _ { - } _ .. k § oo Z fb }( } ) * \ ) ( / ; / ; | / )§ } ) *))) ƒ § {!!@;w7lmq ; §e¥gG;§;!!*4ggg ! - „ _ +2; )/ } » ) 2 | , ==z» §k =2 _ § \ \\ \ \ \. \\\ §!2 � ,zzzzz )f!! \\\)\\}}j{\7j }) { {!!2 ® §) }( { \ -6 - ;oa- a\ ))_ \ _ J) U / , , N { /)!!! \\ \ ) } / )§ �\ } \� r \ d \ \ k \\ \� 2 } / G ]b )\ * ] \} \/\ ± \/ / E \ i � -d) >. ! k ; , ,� j \)j}} {))) 55 ,,,,� , \ ° . )( ) ) !} ) ) ) § ®l74mkG10 gF!!R«gepqmm §&g! / /27222 )/ } ! ) ƒ +„ 222r,2rm ;a @ :2g�a k|! \!!!ak 6 q3; § /27 § /$qq /(\ 9) E� 2) \ / \ \ \ ) / \ \\]/ � (108A) U04 EA01 , \\ \� 2 } / G ]b )\ * ] \} \/\ ± \/ / Q 2 O � 2 m O O v N M O O � N r 1= � td = � O Y � U a � i.L7 O iz H o 0 i m U N ° E E v Qo m t° N Q m F °o o 0 e o m X o- f. U 0 0 �* � n w Y m I d ° 0 m � Z m? m m d o a w w a z ° o O o O m > ° 0 1 inm °Mnn r-: . . . C G y yCDy . m$uN°�:X :X ggguN°�gun°��m°n vo`i env w N y O u m > � y o C N N m N N Obi . 00 W N R �o��bm NNN NNnc`4, °d ddd N U N � r m m °a z m w 2 w m ? ,F �1 z a °o oNO °ern �iNrnnnmrvv aoanrvvmi ~ h o � d y d n m W n! N ���pp ��pp ��pp ��pp pp pp pp ttpp ap�ppp pp pp N N N N N N N N NN i �p eepp ��pp 2 W N G Vi Oi N N N N N N M S m O 1a1 I a m m m? m 2 m ? o E $ o =ti�ppp n o W N m W W n o W o9i `fin m E r.m v>N. p�j�o W •�- •Q- ^ °� y � ��p�ppn pm pnp pm �p�p Grp N N i(I N N N N N N � W VI N �°(I �°(l O $ o _ No o O O o S O 0 S S y pN p N p p N N N N N N 82 1 N o h N N N VI N t o °. y°m��uri iii °n ino�vNi�Nnm� W mmNC�n °m Sa NN povi N N N N N N N d CiN m o^ > O c�I N m N d W m d N d N o n N d O d m m N m m N N O O o° o o a o o o o o o o O O O O O O O O O m O O Of m m N C'I fO O h d1 m n m OI N N N N N N N N N N N a`Uwinop _ Q n n o Q N (JeOA) uoilena13 Q 2 O � 2 m O O v N M O O � N r 1= � td = � O Y � U a � i.L7 O iz H o z� w o a. a 00 C O O O M M c O o � � N xv F C j � � O Y 0 O A N W R W U O �z F O 0 o of E c u y 3 0 s� U « d v '« `L' v Y o x y O O O N L o a v m 0 U 0 0 sx N M LL Y tt1 { m v Z J 22 D K Z a N Z a p F p > o C co ° m rn a m m o ry a n m °r � m mVp diplo " 18 N pm oo$ pan N I Yop l V 0 O N h N N N N Ul ill Yl l Oa Yl O°Uo l d O LL w i fn > °C ■I O T 081, n n�-mp m O N N Q 0" N O N m tU OJ l0 Oi N N a m N N N c] O a y N? J J 2 Z m w 3 w z °a m F a O p m 4 g oul -- lno�m oc�morm anm m -actin vlmnomo�m ~ o 0 } 0 e o��rnM. Y ry p n n O O U rrpp ��pp pp pp fpfppp ap�ppO oo QQ O O O O N o N N N o o loll N N N N N N �011 m N j w i n u u o 0 } a pp pp yy QQ p O N iryn N N r to n N N OOi a m tN'1 YI tp m I� B O pNp O lV Ih N N N N N N N M (mn O 0 0 m c aYmNin r°o u3 m m ? °o �i`+mmo�a�n Ul jmNamrvg N`�mcon _,w OOmd m W o$ o m r m N m Nr'-M mm NI Of NM i o m m rn o o m n n ry cei v a a °o 0 9 m m m o Z a O F O a3��3 0 0 —inm 0 In m� r ry m N m n m m� rn m m ry rn r � N m mm in mninm c�nin m mr r om e o 0000000 o°o °o °o °oo o°o ° ° o°0000`�`�oo o o o o W N m o N m N m N N m N ill8 N N m z iw ° U 9 c `o_$uO1io���'a e`�oa�m�'rorn o MmOd N m ry�rrmN�� �vi oivNNOOi vi ai u u u N n o > U) m ? v? Z 22 m a O F O O O n N d t� o N m N n O O N O N O N N N O O O D C y j w 0 0 0 0 0 0 0 0 N N N 0 0 VI i0 V1 m m ill m h O O m O m h O O 1 O m m O O N O N d O O d O W " ° o a U LL 0 U oO °odo�� M n d N to W Ul N o�rr�mm�in `�ro mNe�u �a o N N N M e d d U1 u1 N N V1 (1983)uol;en013 N 1A N N N N o z� w o a. a 00 C O O O M M c O o � � N xv F C j � � O Y 0 O A N W R W U O �z F 0 o. 0 n N • � V O O O 0 Q ° O O 0 6 + u 0 O ,c,4 $ N } � 00o � 0 U. 1O o pg p o Ln N O ° g° ° 0 04b g ° °o�0 0 N g i 0 O M o N } 0 04 O 0 I O 0 0£+ZZ ?IS U0!WS o ° N 084Z-041 AS ° 1 O O } c 0 O 0 0 0 � N LL Y o 8 m o 00 °o 0 o ' N 0 p N N O + 00 00 00 ° } 0° 0 0 O 0 00 ° °j p + � 4�0a ol 0 a 0 8,0* C UYraO � ta 0 ° C a N 0 � 0 8 t 0 S Y w °° + 2 0 Y m ° C 0 LL C 0 J 0 � m o = U 0 o m 0 0 •N C � 0 B N O } ° ° O + c o °o oo B Ind eLg uo!�S 3 ° -0 o 0 } °° 000 o 0 0 go LL Y m Ob 0 0 O O � O 1 � �a 6 Y 0 Z241 3qR o 0 o$ ° Ind 0 £B +L UoPOS O Y O ° 0 O 0 r O Q 0 0 0 ( O 0 0 + °oo , 0 0 0 ° o°0 O N O 00 Q N 0 0 0) N N Q Q Q Q N N (1801) U04BAD13 8} k� 2 i y � a M C) 0 g } LL Y O o I 1 m O O ° O °8 °° 1 t g O° 1 } 3 °O O O 1 1 1 0 0 o 0 op } I 0 0 2i F 0 1 00 ° 00 Cl) 0 ° p 0 o } o L tY m °° 0 p 1 0 0 0 0 op II o o 0 } o 0 1 p0 0 o I 0 o o le 8 0 0 0 o (D,7 wo p ° ° o a o } Y O IT dao 000 00 v I 00 r C LL m tMC ;�« o ° o ° o p � O 00 00 0 :tN 0 O p C , O 2C O } I � 000 0 o F F H ° o � OWN +le3 luogaagss c)oo o i o p op t 8 U- Y 0 1 6 I m 0 00 1 0 O OeO I I I O } O op I o 0 1 I lood Z)+Lel 1 u0!;3ag ss o 1 g 0 0 1 } t a o LL Y 0 m I Op 0 O ° p 0 O O t O } ° O O 8 ° I 0 0 o0 0 0 0 0 0 0 0 0 0 0 0 {7 N N N N N N (1001) uonenal3 8j a s 2 a a A C ^ M a s 2 a a A C ^ M Figure 7. Pebble Count Plots — Cross - Section 2 — Mary's Creek (EEP #241) Figure 8. Pebble Count Plots — Cross - Section 4 — Mary's Creek (EEP #241) Bed Particle Size Distribution Cross Section 4: Riffle 100% 90% 80% m 70% A 60% —6 MY- E 02 V 50% 0 MY- 40% 03 H 30% c 20% LL 10% 0% 0.1 1 10 100 1000 10000 100000 Particle Size - Millimeter Mary's Creek Stream Restoration NCEEP Project number: 241 The Catena Group 36 Year 4 Monitoring Report-FINAL Year 4 of 5 March 2011 Bed Particle Size Distribution Cross Section 2: Riffle 100% 90% 80% d A 60 %° 01 U50% 02 —0 MY- c 40% a H 30% c 20% LL 0 10% 0% 0.1 1 10 100 1000 10000 100000 Particle Size - Millimeter Figure 8. Pebble Count Plots — Cross - Section 4 — Mary's Creek (EEP #241) Bed Particle Size Distribution Cross Section 4: Riffle 100% 90% 80% m 70% A 60% —6 MY- E 02 V 50% 0 MY- 40% 03 H 30% c 20% LL 10% 0% 0.1 1 10 100 1000 10000 100000 Particle Size - Millimeter Mary's Creek Stream Restoration NCEEP Project number: 241 The Catena Group 36 Year 4 Monitoring Report-FINAL Year 4 of 5 March 2011 Figure 9. Pebble Count Plots — Cross- Section2 — Mary's Creek (EEP #241) Bed Particle Size Distribution Cross Section T2: Riffle 100% 90% 8 666 6666 6 m 80% 70% A 3 MY- 60% E —6— MY- V 50% 02 c 40% 0 MY- R 30% c 20% LL 10% 0% 0.1 1 10 100 1000 10000 100000 Particle Size - Millimeter Mary's Creek Stream Restoration Year 4 Monitoring Report-FINAL NCEEP Project number: 241 Year 4 of 5 The Catena Group 37 March 2011 0 0 x s 6 s s 8 3 c � 3 3 0 9 m $ 9 E 3 � � 8 3 e 3 .G E e 9 2 6 3 6 a � a 9a O 4, w� a L. M 0 .q O N N G: y e 7 y x � U cL e W � �z � C C U q x O ^ N O m M M QO f7 M O M N O V O c U m o 0 O � N N N N V p M C) m )O O N c O f� C N O O o 0 o m _ C O O Q O O O C co M C w m p N x d t U _ EN E ( ) C C/) d (9 N (� C mU a� a C � N N O m Y N (6 C x m V o O M L �[ V 0 0 0 �ppn r o rn N N N c o 0 0 0 Q c7 M O O N O O m M W c y a` C m N O O Q Z w U A 0 m J rv� 17f A L L L L cy w L L L O) L N o -0 m °.2 m Oc Oc ) N m m m 2 W c N o_ o c N N "O m m C C m oN ) N N o > C a O m C R O C 75 E o x U 3 m U L > . m m �L ' LN p a S m ° O O $ g o ° q - cu m L ° 0 ) m m �c lc f m m° m ° o C o o) c F a a O —° 3 2' m R YC me m N L U m m E m Y u S v w y m m o � m E c q m m c d LL m m v t C ° C ° a m U c m o U a E c E m c Q m c x a° 9 m ° o 'a p R m a o a` I I I a 0 0 x s 6 s s 8 3 c � 3 3 0 9 m $ 9 E 3 � � 8 3 e 3 .G E e 9 2 6 3 6 a � a 9a O 4, w� a L. M 0 .q O N N G: y e 7 y x � U cL e W � �z � E 0 oq O O rq m E . Z-' ce) Q o ca m u 2z Lo -tr co cl N r cc Lo lo N cq co m cu r- N x clj w cl) a(D ) I o o oo N O ID cl ) N 'T fn cq co E CD fi Lo d c ca C m -le cn co cc N LY - - — — — — — ui cm -7 7, z _7 E t 9 u 2 , oc, C 4) Q. 5) C a. W c CU u (D v) c c o a) a) (x co C c x m Q. (1) L E a 3 -2 u) 3 , CLo) a. N - Q) 2! 3: a) , C Q) o a) (1) c LL ca -6 m m 2, o E N M 2 Lu o (L c o u U o o m2 LU c -5 ca -a m o v ow o m cL o o co LL I m m (a w X co c m a) c v) o u co A 2 co E E c m IL co c m 4) Q L) ca W a) N too, C cc 6 'c (o c ca tm� 0- co I L) .2 cL E'c m ol E 0 oq O O rq m E . Z-' ce) Q o ca m u 2z _d pC E� GD O O s G. L O O U a, 0 L V bL C O O O OC ti O F ¢o z� Lz. � O a rx m O G 0 ro n. O N tx � a Y � y O = W y �z N + }c N Y � 0 > O a m m m m N N N pryi m N N N V M O N M p N C N m N O N M G pp m n 0 G N N m N N m i0 Z Z Z Z z Y a m _ N O V M + M O o Q d � N N V! N > M } O n N O O O C CL > Rp O) N m M f0 (V N m N Z i C Y N t0 O lO O N N r O mn O Q W m � O N OoD O N N N M O Z d E U) ry N Q N m N m N r O N m n m N O _Q L Q m L Z N m O N N N M o Z R a V o n zZzzzzzz� p0 Z N N M pop O R T__ a Q L O OD o N C N o T o M N o d M V + y O M O r: r o i M O O N CD C m > co oR l° M a m G1 W V N ° N M N N M O m M N V n a N� N r m I N O n 3 = N ,lO C G � O a V + Q r N N ry N m N 0 N > N m N m m N N LL N V Y N N N N N O CO G Y 0 � R r U mL N r0+ + O U! C Q A E N E •L a (NO O N o M m O o I-: CQ n O M O a Z V% Vci T Z 0 o O C 4 M N N N r rn n v N U N ry ry N r O Q Z ° N - ry � N L WN N > O pp N N r p 8 i T Z N N Lo o V t+l M M ip M °D M o w m N ` 0 LO 6 f0 O Y N � m ci m N r o C'+ aL <p o L L L a Or 0� ~ a G V 'o E 3 a c n O' m am y p a L 2 d c m 0 R a y C N a O cl U= Y m N 7 N o n i vy d c w Y m O O 0 m M q LL Y C C a 111 y Z _ �p 0 a m - m a in Q z Y u r Y m c K m E WN a m u Q x 0 a U d rn 9 2q V m c m m m r 2 d ¢o z� Lz. � O a rx m O G 0 ro n. O N tx � a Y � y O = W y �z N }c G N 0 ci V M 0 M O o V N M } O n N O O n -n m N t- < In O a O C Q Q: i.• O M fD M �7 Qj O r EC t� N O f- N O m L d N N } O o N o O r M o n p0 N N N M pop O ° a Q L O OD N o N o T o M N o V O M O o M O co oR l° M a _I G1 W m ° M Z E o + 0 r0+ N E •L a (NO O N o M m O o I-: CQ n O M O a Z V% Vci T 0 o O >2 o - M n v N w� a , r O ° N - O � N Z O N co N N i T N N Lo o M ip M °D M o w m < Z ` 0 LO 6 O N 0 i ci N r o C'+ O <p o Op M o a G V 10 M O N Z ,w m N m N 7 N o N M a O 0 m M N n M Z _ �p 0 0 0 £ d y z r t r of of K m E 0 �i 0 a a d rn in V m c m m c r 2 d N -0 O CO O- m> C m Q - O LL Y C U N - W _ m ai y d m m O C 2 m C y d U m m W o V 2 m m C =O C m N C m m O a aa) '�c U) _ m 0f N O U T_ mWm a s ^� W � X m ¢o z� Lz. � O a rx m O G 0 ro n. O N tx � a Y � y O = W y �z N CQ O O CQ CQ O iYi O O O ctl 22 2 E- N 0 • gg - — — — — — — — — — — - — - — — — — — — — — — .2:3 E q E la o o co no -6 0 LeL, 61 IL c 0 Ei v o. I - iYi O O O ctl Q 0 z° u, v x a. �i m O C V N C O O 7 � N CJ N E Na 7 O m U W �z � C N N � f � c c o 0 0 0 o N M N r o r �� NO N N m• \° m0 2 r O r mQO M- N O N {tpp N O r P 1C � o } •- N O O M N m fND M< N m O R (O O M N FM W m C • U `* o o m o a N m m o GI N y! N N n Cl O W m m m W� N L X c ^n ui I r y _ X N g g - a ° - E c n E s n N o�m o m k 0 c m C c p T L$«« C C a a o e 0 o 3 3 0 0 0 o A R 0« k a c c d c a o 0 c o o a u o` �' a d o w c o (7 c T le am $ U a d C o �1xx 2 m P o 0 e E o C C J N � J �1x 2 —°o N pO N U Y 3 W > i N U m a° N W= p [J m v a s m d d a0 a c o c o o N$ m v o m N t ? d m m d d U 6 L 5 0 m Q 0 z° u, v x a. �i m O C V N C O O 7 � N CJ N E Na 7 O m U W �z � Appendix E. Stream Assessment Data Mary's Creek Stream Restoration Year 4 Monitoring Report -FINAL NCEEP Project number 241 Year 4 of 5 The Catena Group 43 March 2011 Table 12. Verification of Bankfull Events Mary's Creek (EE P #241 Date of Data Collection Date of Occurrence Method Photo # Late 2005/Early 2006 Late 2005/Early 2006 Visual during construction N/A September 18, 2008 September 7, 2008 Wrack lines N/A July 24, 2009 Unsure June 6, 2009 Crest Gauge N/A June 15, 2010 May 17, 2010 (3.3" rain event ) Wrack lines /Crest Gauge N/A Mary's Creek Stream Restoration Year 4 Monitoring Report -FINAL NCEEP Project number 241 Year 4 of 5 The Catena Group 44 March 2011