The URL can be used to link to this page

Home My WebLink About20080058 Ver 1_Baseline Monitoring Report_20110321DW ova Monitoring Baseline Report Final Unnamed Tributary to Crab Creek Stream & Wetland Restoration Site NCEEP Project Number: 857 Alleghany County, North Carolina Submitted to Ecosystem Enhancement Program North Carolina Department of Environment and Natural Resources February 2011 Y EVancement PROGRAM 1619 Mail Service Center Raleigh, NC 27699 4A/N FF�o ziFhTAST > R� r - � , Table of Contents 1.0 EXECUTIVE SUMMARY 1 2.0 PROJECT BACKGROUND 2 2.1 Location and Setting 2 2.2 Project Goals and Objectives 4 2.3 Project Structure, Restoration Type, and Approach 4 2.4 Project History, Contacts, and Attribute Data 9 3.0 SUCCESS CRITERIA 12 3.1 Morphometric Parameters and Channel Stability 12 3.13 Substrate 13 3.2 Hydrology 13 33 Vegetation 14 4.0 MAINTENANCE AND CONTINGENCY PLAN 14 5.0 PROJECT MONITORING and AS -BUILT CONDITIONS 14 51 Feature Monitoring Details 14 5.11 Stream 14 5.1.2 Hydrology 15 51.3 Vegetation 15 5.1.4 Permanent Photo Locations 15 5.2 As -Built Conditions 16 5.21 Streams 16 5.2.2 Hydrology 16 52.3 Vegetation 16 5.2.4 Permanent Photo Stations 17 6.0 REFERENCES 26 Appendix A. Monitoring Plan View Appendix B. As -Built Plan View Appendix C Cross - Section Plots and Photos Appendix D. Longitudinal Profile Plots Appendix E. Vegetation Plot Photos Appendix F. Permanent Photo Station Photos i Figures Figure 1. Vicinity Map 3 Figure 2. Project Components and Assets Map 8 Tables Table la. Protect Components 6 Table lb. Component Summation 7 Table 2. Protect Activity and Reporting History 9 Table 3. Protect Contacts 10 Table 4. Protect Attributes 11 Table 5 Baseline Stream Data Summary 18 Table 6. Baseline Morphology and Hydraulic Monitoring Summary 21 Table 7. Vegetation Plot Attribute Data 23 Table 8 CVS Vegetation Plot Metadata 24 Table 9 Planted and Total Stem Counts (Species by Plot with Annual Means) 25 11 1.0 EXECUTIVE SUMMARY The project resides on an Unnamed Tributary to Crab Creek (UTCC) and involved the restoration, enhancement, and preservation of 6,928 linear feet of stream and 16 8 acres of wetlands The goals of the project included water quality improvement, enhancement and preservation of riparian buffers, enhancement of aquatic and terrestrial habitat, and improvement of wetland function and habitat components Project objectives to accomplish the goals involved the restoration of stream channel pattern, profile, and dimension Additionally, bed heterogeneity and habitat corridor continuity were re- established through restoration of stream features and replacement of an existing culvert Riparian area function was restored by revegetating with native trees, shrubs, and herbaceous plant species Wetland hydrology and vegetation were restored in areas historically utilized for croplands The project site was delineated into three primary stream reaches that include unnamed tributary 1 (UT 1), unnamed tributary to Crab Creek upstream (UTCC -US), and unnamed tributary to Crab Creek downstream (UTCC -DS) A total of 1,775 linear feet of restoration and 496 linear feet of enhancement were implemented on UT1 The UTCC -US reach included 2,485 linear feet of restoration and the UTCC -DS reach included 2,172 linear feet of stream preservation The primary focus of the revegetation element of the project was to restore natural plant communities within the Southern Appalachian Bog and Swamp Forest -Bog Complex areas as well as the UT 1 and UTCC floodplains Planting plans for six distinct planting zones were implemented to restore native species composition commonly associated with the various stream and wetland habitat types on the project site Additionally, invasive species control was implemented during construction to minimize the impacts of multiflora rose Rosa multiflora on the restored plant communities Eight separate wetland areas were identified within the project site which included Montane Alluvial Forest, Southern Appalachian Bog, and Swamp Forest -Bog complex types (Schafale and Weakley 1990) Targeted wetland project components included approximately 8 0 acres of wetland restoration, 3 1 acres of wetland enhancement, 0 2 acres of wetland creation, and 5 3 acres of wetland preservation Annual monitoring will begin during the 2010 growing season and will include stream, wetland, and vegetation monitoring components as established within this document Annual monitoring will occur for five years or until project success criteria have been achieved UT Crab Creek Stream & Wetland Final l Equinox Environmental Consultation and Design, Inc Project No 857 February 2011 Baseline Monitoring Year 0 2.0 PROJECT BACKGROUND 2.1 Location and Setting The Unnamed Tributary to Crab Creek (UTCC) restoration site is on a parcel owned by Mr Keith Andrews (Figure 1) It is situated within the Little,Rlver watershed (14 -digit HUC - 05050001030020) of the New River basin cataloging unit (8 -digit HUC — 05050001) The Little River watershed was identified by the North Carolina Ecosystem Enhancement Program (NCEEP) as a Targeted Local Watershed with significant stream and wetland restoration needs (NCEEP 2009) The site is located approximately 6 miles west of the intersection of NC 89 and NC 18 in Alleghany County, North Carolina Prior to project implementation, portions of the streams and wetlands within the site had been heavily degraded due to historical and active agricultural practices UT Crab Creek Stream & Wetland Final 2 Equinox Environmental Consultation and Design, Inc Project No 857 February 2011 Baseline Momtonng Year 0 ��I�� \��\- /JJ�I!I %j� !�r �� ((• i � /�"- �~-ftir �� , !i/'1�\.`t =.e.� I%' //� r /`��.;�'(`✓ , \~ � = {�J� />� \� 1 � -h\�-r _.%J �- �y iii rlir`j-.�i 1 .! \ t rl ^� /: \ \/i •, �.� (�( � h� �;J /� �'�`� " s�✓ / � '„ ./ x_ ,i, ? ✓. ,S � /y. �i�� (� (/� I(t L.'�fir� �j! tfSl i ° %`� f � / / _ �i ' � / !� �JI `�C'l \ � �J ''��`v la � � / %� i�`✓``\ I -� I � •s` r �a� , �1 . %% -�'� �l ��1,' : � - ' � � J� �- �(� , - 'tea 1.� �(j - �� \ \�d �, � r J � �! r'�� \� �i 1 i r /1 '� 1 � i � 7 : � ;`�i` ; i•• )l r I i� , \�� /o O� i � = r ^ / � � � (i !' ice_ 1 ��l .J rr /r y 1 �', 5� - � � �� / , r• - � � =I ! �v. \� 1 1 1 a+ � J `U/' V/ I {,i -� •t I�If '� �•!!t /r /i �_L,_ f` /l)'L 1, tl ,�\`� 700 ! p ` ��a 1, I iC.�tr�i,� /i(t�� ,1 /f / r��s yf / /! /! f J( I'il)� 4•tl' �� , +/ r ��;�= ;`� ='-� t// I l l �_ 1 i ..y- _� •t c- fi l r x � �,,� I t 1 � r/. } f ` �1 �, z J l ;ail\ \Q rl �I.15t�^ •- 1, � � , 1,1 �rr��= /�J= 1 \ +��: �f 'r J�'��1 � ��f I I��'� \� l� _ ` \_ /, / /J�- _�/ { [�� ,= :v UT to Crab Creek Stream Wetland Restoration Site , J77.� -�� -'',r �� /Ire $.,- �\� rr l t• - " I " r A. -'ri_ � �� •l ` _ � tC1i $ /`l � ,e {,C -� � i it 1`\i_ 4 r ,� `'--_ '` _ y � .St ,r`� �, �'i +�: I 4 • � �y�� ' /�f/ f x-'��f l_ M1 / _ l�� 1. -\ �J � t r , . _� \' \� �. ✓�Jl _ N76 -. A7 +-�i� f I ! �J� /+ / `- + � /'e! / \ {- __1 , , /� ✓�� jt � t 1 /� f 1 a� '\: - I , ,` 'All (' �� ' -� i . ! ..i,\ ! r ! l l \; ja � •1 \�'/`�' 1 q" �� - -_ "y /� I ` >, if r ` 11 ti� �� f � 'r(_ '�', C-1" \ C.>rr6� C_� Figure 1- Vicinity Map L J �- r Carwar OT io Geb Gaex Stream Caury r \ 6 W I. c'. ReAOralbn Slty ) UT to Crab Creek Stream & `""" E�UINOX- tem c°"'o' � scemr i eR ■orrnlsnrxr. 0°"" Wetland Restoration Site °---•° a ement W'�° - PROGRAM "°." F-YihC " Project No 857 N Directions From Raleigh proceed west on 1-40 towards 0 1,250 2,500 5 000 Winston Salem Take Exit 193 B (NC 8N/US 52N) towards Feet Mount Airy Proceed on US 52N to 174W towards Wytheville Alleghany County, North Carolina VA Take Exit 5 0 77S) and proceed to Exit 100 (Mount Airy/Galax/NC 89) Turn left and proceed west on NC 89 7 5 Minute Series Cumberland Knob Tian left at NC 18 and go approximately 6 mules to the project Quadrangle site The site is located on the north side of NC 18 �l 2.2 Project Goals and Objectives I The goals and objectives stated in the UT to Crab Creek Restoration Site Restoration Plan (NCEEP 2007) are as follows Project Goals • Reduce bank sediment export and nutrient inputs to the receiving watershed of Crab Creek, a Class C Trout Water, • Enhance and preserve riparian buffers of a headwater trout stream, • Enhance aquatic and terrestrial habitat along an intact stream corridor, • Improve wetland functions by connecting and expanding the following wetland communities Swamp Forest -Bog Complex, Southern Appalachian Bog, and Montane Alluvial Forest, and • Improve and expand Southern Appalachian Bog wetland habitat for the Bog Turtle Clemmys muhlenburgit Project Objectives • Restore 4,026 linear feet of stream channel with appropriate pattern, profile, and dimension to support a gravel transport system, • Re- establish the natural stream features (bed heterogeneity) to restore aquatic habitat, (" • Improve aquatic organism passage and habitat corridor continuity by replacing the (l culvert, and • Convert existing croplands into Swamp Forest -Bog Complex and Southern Appalachian Bog Communities 2.3 Project Structure, Restoration Type, and Approach Prior to project implementation, agricultural use and un- forested riparian buffers in the watershed led to increased surface runoff, erosion, and sedimentation in the UT and UTCC stream reaches Additionally, agriculture impacts such as ditching and cultivation within the existing wetlands resulted in degraded wetland habitats associated with the project site Work on UT involved restoring and enhancing a total of 2,271 linear feet of B4c /C4 stream types A Priority Level 3 approach was implemented for the upper portion (1,336 linear feet) of UT restoration reaches while a Priority Level 1 approach was utilized for the lower portion (439 linear feet) of UT 1 (Rosgen 1997) Because an appropriate reference reach could not be found for UT I, the stream dimensions were based on an analytical design approach for a B4c /C4 stream type The design pattern and profile were developed from detailed morphological criteria and hydraulic geometry relationships taken from stable sections of UT 1 Additionally, a total of 496 linear feet of enhancement Level II (revegetation and stream bank stabilization) occurred within four areas along UT The design for UTCC -US included a Priority 1 restoration of 2,485 linear feet of meandering C4 stream channel and associated floodplam The Priority Level 1 approach established a bankfull channel with a new floodplam, a channel bed at the original elevation, and a cross - section dimension necessary to provide stable flow maintenance and sediment transport UT Crab Creek Stream & Wetland Final 4 Equinox Environmental Consultation and Design, Inc Project No 857 February 2011 Baseline Monitoring Year 0 The restored channels of UT 1 and UTCC -US were stabilized with In- stream structures, including step pools and riffle grade control These structures were designed to reduce bank erosion, Influence secondary circulation in the near -bank region of the stream bends, and provide grade control Riffle areas were enhanced with graded gravel material to mimic existing stable riffle features The project also Included the preservation of 2,172 linear feet of stream within the UTCC -DS reach Overall, this reach has a stable pattern with extensive forested buffers Wetland and buffer community Improvements Included plugging ditches, grading, and replanting with native plant species The targeted buffer communities Included Montane Alluvial Forest, Southern Appalachian Bog, and Swamp Forest -Bog Complex Wetland restoration practices were Implemented for 0 8 acres of Montane Alluvial Forest and 7 2 acres of Southern Appalachian Bog Wetland enhancement practices were applied to 3 1 acres of Montane Alluvial Forest An additional 0 2 acre Southern Appalachian Bog was created to expand this habitat type within the project site Fully functional wetlands Identified within the project site, Including 2 1 acres of Southern Appalachian Bog and 3 2 acres of Swamp Forest Bog, were preserved through a permanent conservation easement The project components and summations are reported in Tables la and lb and Illustrated in Figure 2 below UT Crab Creek Stream & Wetland Final 5 Equinox Environmental Consultation and Design, Inc Project No 857 February 2011 Baseline Monitoring Year 0 Table Ia. Project Components UT Crab Creek Stream & Wetland /Pro ct No 857 Project Existing Restoration Fodor Buffer Comment Component or Feet/Acres Level Approach Stationing Acres BMP Elements Reach 1D Acreage 100+00 101 +71 Stream channel stabilized with in 103+00 104 +35 R P3 1 775 If stream structures including step pools 105 +34 112 +29 and riffle Bade control 113 +51 116 +86 Eu culvert and 120+26 124 +65 UTI 23131f crossingremoved 101 +71 103 +00 Included revegetation and stream bank 104 +35 105 +34 E Ell 4961f stabilization 112+29 113 +51 116 +88 118 +34 Existing culvert and Stream channel stabilized with in UTCC US 20861£ R P2 24851f 10+00 34 +85 crossing rep Laced with open bottom stream structures including step pools and riffle Bade control arch culvert UTCC DS 2 1721f P 2 172 If 34 +85 56 +57 Intact Swamp Forest Bog Complex UT 1 restoration and enhancement Wetland 1 0 5 ac P 0 5 ac reach goes through this wetland Wetland preservation (united to areas outside of the stream buffer Overfill cropland sod removed and site graded to restore Southern Wetland 2 1 0 ac R 10 ac Appalachian Bog Community hydrology Cropland drainage ditches filled to Wetland 3 3 0 ac R 3 2 ac restore Southern Appalachian Bog Community hydrology Overfill cropland sod removed, ditch filled, and wellhead removed to restore Wetland 4 2 7 ac R 2 7 ac Southern Appalachian Bog Community hydrology Preservation of Swamp Forest Bog Wetland 5 0 7 ac P 0 7 ac Complex along UTCC DS reach Preservation of Swamp Forest Bog Wetland 6 2 0 ac P 2 0 ac Comp lex along UTCC DS reach Ditch filled and existing fill debns and 0 9 ac R 0 8 ac culvert drain removed Extstingseep Wetland 7 heads developed and additional hardwood trees planted to restore and 3 1 ac E 3 1 ac enhance Montane Alluvial Forest Overfill cropland soil removed, 0 3 ac R 0 3 ac groundwater springs exposed and bog Wetland 8 wetland spores planted to restore and 0 0 ac C 0 2 ac create Southern Appalachian Bog Community hydrology Preservation of Southern Appalachian Wetland 9 2 2 ac P 2 2 ac Bog Community Information unavadable Non AppYcable UT Crab Creek Stream & Wetland Final 6 Equinox Environmental Consultation and Design, Inc Project No 857 February 2011 Baseline Monitoring Year 0 Table lb. Component Summations UT Crab Creek Stream & Wetland / Pro jectNo 857 Restoration Level Stream Riparian Wetland (Ac) Non- Riparian Ac Upland (Ac) Buffer (Ac) BMP - 1Lvenne Non- Rtvenne v Restoration 4,260 80 Enhancement 3 1 Enhancement 1 0- Enhancement 11 496 Creation 02 Preservation 2,172 53 HQ Preservation 0 0 0 i 166 00 Totals 6,928 166 0 0 0 0 [Non- Apphcable j _ UT Crab Creek Stream & Wetland Final Project No 857 Baseline Monitoring Year 0 7 Equinox Environmental Consultation and Design, Inc February 2011 l: Project c:omgonents and Assets Prepared for o�wstem a . E ement PROGRAM Project: UT to Crab Creek Stream and Wetland Restoration Mitigation Plan Alleghany County, North Carolina Sheet 1 of 1 Date February 2011 Notes: 1) Base Map from CAD file "Crab—base—final" Provided by KCI Associates of NC P.A. 2) 2005 Aerial Photo Project Number WEEP # 857 Prepared by EgUINO& IN RONMENTAL <oM�wmwo o nowo 2.4 Project History, Contacts, and Attribute Data The NCEEP contracted KCI Associates of NC to initiate project planning and data collection for the Environmental Resources Technical Report in 2006 The Restoration Plan was completed by KCI in December 2007 ( NCEEP 2007) and construction was initiated in August 2009 Construction was completed in April 2010 with baseline data collection initiated in April 2010 The project activity and reporting history are reported in Table 2 below Project personnel and contact information for the design and monitoring components is presented in Table 3 Table 4 presents background project attribute information for the site Table 2 Project Activity & Reporting History UT Crab Creek Stream & Wetland / Pro ect No 857 Activity or Report Data Collection Complete Actual Completion or Delivery Land AcQuisition N/A 5/9/2006 Environmental Resource Technical Report 2006 May 2007 Restoration Plan 2007 Dec 2007 Permit Date N/A 4/30/2008 Final Des - Construction Plans N/A Auiz 2008 Construction N/A A ri12010 Temvorary S &E nux applied N/A 2009-2010 Permanent seed mix applied N/A Aril 2010 Planting N/A A ri12010 Initial Wetland Monitoring Gauges & Rain Gau a Installed N/A Aril 2010 Momhological Data Collection June 2010 N/A Mitigation Plan / As -built Year 0 Monitoring - Baseline June 2010 Feb 2011 Year 1 Monitoring Year 2 Monitoring Year 3 Monitoring Year 4 Monrtorin Year 5 Monrtorin N/A - Item does not apply UT Crab Creek Stream & Wetland Final 9 Equinox Environmental Consultation and Design, Inc Project No 857 February 2011 Baseline Monitoring Year 0 Table 3 Project Contacts UT Crab Creek Stream & Wetland / Project No 857 Designer Primary Project Design POC KCI Associates of North Carolina Landmark Center II, Suite 220 4601 Sic Forks Road Raleigh NC 27609 April Davis (919) 783 9214 Construction Contractor Construction Contractor POC Carolina Environmental Contracting Inc P O Box 1905 Mount Airy, NC 27030 Stephen James (336) 320 3849 Planting Contractor Planting Contractor POC Carolina Environmental Contracting Inc P O Box 1905 Mount Airy, NC 27030 Stephen James (336) 320 -3849 Seeding Contractor Seeding Contractor POC Carolina Environmental Contracting Inc P O Box 1905 Mount Airy NC 27030 Stephen James (336) 320 -3849 Seed M ix Sources Green Resources Nursery Stock Suppliers Mellow Marsh Farm (919) 742 1200 Monitoring Performers (YO) - 2009 Equinox Environmental Consultation & Design Inc 37 Haywood Street Suite 100 Asheville, North Carolina 28801 Stream Momtonng POC Steve Melton (828) 253 6856 Vegetation Momtonng POC Wm Taylor (828) 253 -6856 Wetland Monitoring POC Win Taylor (828) 253 6856 Monitoring Performers (Y1) - 2010 Stream M omtonng POC Vegetation M omtonng POC Wetland Monitoring POC Monitoring Performers (Y2) - 2011 Stream M omtonng POC Vegetation M omtonng POC Wetland Monitoring POC Momtonng Performers (Y3)- 2012 Stream MonitonngPOC Vegetation M omtonng POC Wetland Monitoring POC Monitoring Performers (Y4)- 2013 Stream M omtonng POC Vegetation M omtonng POC Wetland M omtonng POC Monitoring Performers (Y5)- 2014 Stream M omtonng POC Vegetation M omtonng POC Wetland MonitonngPOC UT Crab Creek Stream & Wetland Final Project No 857 Baseline Monitoring Year 0 10 Equinox Environmental Consultation and Design, Inc February 2011 Table 4 Project Attributes UT Crab Creek Stream & Wetland / Project No 857 Project County Alle han Ph sio ra hic Region Blue Ridge Ecore ton New River Plateau River Basin Little River USGS HUC 05050001030020 NCDW Sub -Basin 05 -07 -03 Within Extent ofEEP Watershed Plan Little River and Laurel Branch Local Watershed Plans W RC Class Cold % of Prorlect Easement Fenced or Demarcated 00/0 Beaver Activity Observed During Design Phase No Restoration Component Attributes UTl UTCC -US UTCC -DS Drainage Area (sq mi 053 165 2 64 Stream Order Fist Second Second Restored Length feet 1,775 2,485 N/A Perennial or Intermittent Perennial Perennial Perennial Watershed Type Rural Watershed LULC Distribution Forest/Wetland Pasture/Managed Herbaceous Other 53% 45% 2% Watershed Impervious Cover - - - NCDW AU /Index Number 10 -9 -12 10 -9-12 10 -9-12 NCDWQ Classification C, Tr C, Tr C, Tr 303d Listed No No No Upstream of 303d Listed Segment No No No Reasons for 303d Listing or Stressor N/A N/A N/A Total Acreage of Easement 478 Total Vegetated Acreage within Easement 90 106 197 Total Planted Acreage as Part of Restoration 33 106 15 Ros en Classification of Pre-Fmstm G4/C4 C4 E4 Ros en Classification of As -Built Cb /C C N/A Vallev TvDe - - Val)ey Sloe 0 025 0 010 - Valley Side Slope Range - - - Valley Toe Slope Range - Cowardm Classification N/A N/A N/A Trout Waters Designation Yes Yes Yes Species of Concern, Endangered, Etc Bog Turtle, American Speedwell, and Canadian Burnet Donnnant Sod Senes and Charactenstics Series Depth Clay% K T Nikwasi - - Information unavailable N/A - Item does not apply UT Crab Creek Stream & Wetland Final I I Equinox Environmental Consultation and Design, Inc Project No 857 February 2011 Baseline Monitonng Year 0 3.0 SUCCESS CRITERIA 3.1 Morphometric Parameters and Channel Stability Considering the typical 5 -year timeframe for mitigation monitoring, the determination of success for stream projects is often based primarily on the degree of morphological stability The complete absence of any change over these timeframes will certainly be interpreted as stability, but is not a pre - requisite To the contrary, it is typical for streams to demonstrate variation over a 5 -year monitoring period in the form of sustainable rates of change or stable patterns of variation (dynamic stability) Considering the young state of woody buffers and the fact that design parameters are estimates and therefore never a perfect match for the watershed regimes, restored streams typically adjust or shift to some extent after their exposure to varying flows in the years that immediately follow construction However, these changes should be moderate and exhibit little discernable trends Annual variation is to be expected, but over time and with buffer development should generally demonstrate a reduction in amplitude and demonstrate dynamic maintenance around some central tendency that represents acceptable distributions for design parameters and/or stable stream types Key among these are parameters that indicate lateral and vertical stability and intended levels of floodplain connection If some trends or patterns become evident, they should be modest or indicate migration toward another stable form Lastly, all of this must be evaluated in the context of hydrologic events to which the system is exposed over the monitoring period 3.1.1 Dimension Dimensional stability will be based on comparisons of overlays of annual cross - section plots and their calculated parameters to the as -built conditions, design distributions, and distributions for stable stream types Parameters such as cross - sectional area and the channel's width to depth ratio should demonstrate modest overall change and patterns of variation that are in keeping with above description of dynamic stability The stream dimension should not demonstrate trends of enlargement either through downcutting or widening, however, modest year -to -year variation or oscillation in channel elevation or width demonstrating maintenance around baseline or design distributions is acceptable Changes from depositional processes resulting in the development of constructive features on the banks and floodplain, such as an inner berm, channel narrowing, natural levees, and general floodplain deposition will be acceptable forms of change and indicative of stability The entire project will also be visually cataloged for areas of bank instability and represented as proportions of overall bank footage The overall proportion, seventy, spatial distribution, and temporal trends in this parameter will be assessed to serve as an additional indicator of dimensional stability In general, stability proportions (stable bank/total bank) below 85% would be of concern Considering temporal trends, a higher percentage in a given year may also be of concern if it represents a data point in a trend of decreasing stability Instability dominated by surface scour versus mass wasting would be an example of differing seventy and the latter would be more concerning than the former Erosion in meanders versus riffle reaches would generate differing levels of concern because erosion in the former is more likely given greater bank shear stress, whereas instability concentrated in nffle /run reaches might be more indicative of an overall design flaw UT Crab Creek Stream & Wetland Final 12 Equinox Environmental Consultation and Design, Inc Project No 857 February 2011 Baseline Momtonng Year 0 C' C C t, 3.1.2 Pattern and Profile Reach profiles should not exhibit any consistent trends in thalweg degradation over any significant continuous portion of its length Some aggradation will be acceptable and will not be actionable unless it is apparently causal for widening/bank erosion Over the monitoring period, the profile should also demonstrate the maintenance or development of bedform (facets) more in keeping with reference level diversity and distributions for the stream type in question It should also provide a meaningful contrast in terms of bedform diversity against the pre - existing condition Bedform distributions, riffle /pool lengths and slopes will vary, but should do so with maintenance around design/as -built size distributions This requires that the majority of pools are maintained at greater depths with lower water surface slopes and riffles are shallower with greater water surface slopes 3.1.3 Substrate Pebble count data should indicate the progression towards or the maintenance of the known size distributions from the design phase The absence of any significant trends in bed aggradation or deposition should represent stable conditions in terms of sediment input and transport functionality While stream protects are designed to transport bedload in equilibrium and carry overall sediment loads at bankfull, fines can be transported even at low discharges and upstream instability beyond design projections can also lead to deposition as storm events recede in areas of energy dissipation such as restoration reaches This can have the effect of obscuring bedform and fining of riffles especially in the first few years after the implementation of a stream project In many cases subsequent narrowing and reduction of width/depth ratios as a project develops /stabilizes can then increase transport efficiency and return bedform to intended distributions, but some fining can persist due to upstream disturbance 3.2 Hydrology 3 3.1 Stream A minimum of two bankfull events must occur within separate years during the five -year monitoring period 3.3 2 Wetland Wetland hydrology will be considered established if groundwater monitoring data indicates saturated soils within 12 inches of the soil surface for 5% of the growing season under normal weather conditions The growing season for the site was based on the Natural Resource Conservation Service (MRCS) data set for Ashe County (MRCS 2009) The Alleghany County data set is based on a site with elevations approximately 1,000 feet different from the project site According to NRCS, the growing season for Ashe County is defined to be the period with a 50% probability that the daily minimum temperature is higher than 28 °F At the project site, this period extends from May 2 "d to October 5th for a total of 157 days (NRCS 2009) Based on this, wetland hydrology success will be achieved if the water table is within 12 inches of the soil surface for 8 consecutive days or more during the growing season UT Crab Creek Stream & Wetland Final 13 Equinox Environmental Consultation and Design, Inc Project No 857 February 201 l Baseline Monitoring Year 0 3.3 Vegetation The success of the riparian and wetland vegetation plantings will be determined by planted stem densities within established monitoring plots Survival of planted woody species must meet a nunimum survival success criterion of 320 stems per acre through year three and 260 stems per acre after year five Two planting zones (Zones D and E1) were subject to low density planting efforts Planting zone D is classified as a Southern Appalachian Bog community in which vegetation establishment consisted of an open shrub layer with areas dominated by herbaceous vegetation Zone E 1 classified as Montane Alluvial Forest community consisted of a supplemental planting to enhance the existing vegetative community To capture planting zones with lower, planted woody stem densities, data will be collected from temporary, random circular plots in Zone D to document species presence biannually during the five -year monitoring period Random circular plots will not be employed in Zone E1 due to the presence of existing mature trees within this zone 4.0 MAINTENANCE AND CONTINGENCY PLAN During annual monitoring efforts any potential constraints to project success criteria will be documented and reported Maintenance recommendations will be based on the seventy of the problem and in consultation with NCEEP The site will be subject to invasive vegetation species control to suppress and eliminate isolated areas currently containing high threat invasive vegetation species Any maintenance activities and corrective measures deemed necessary will be documented within the annual reports 5.0 PROJECT MONITORING and AS -BUILT CONDITIONS 5.1 Feature Monitoring Details Features established for baseline data collection and future annual monitoring purposes included stream cross - sectional and longitudinal profiles, substrate assessment sites, stream and wetland hydrological monitoring stations, vegetation monitoring plots, and photographic monitoring stations (Appendix A — Monitoring Plan View) 5.1.1 Stream Ten permanent cross - sections were established throughout the restoration reaches Cross - sections transecting three riffles and two pools were established on both UT and UTCC -US Cross - section locations were marked on both banks with rebar and PVC conduit with fluorescent pink flagging tape Cross - section data will be collected annually to document changes in dimensions such as area, width to depth ratios, and entrenchment ratios Longitudinal profile monitoring reaches were established for 3,352 linear feet of restored channel UT 1 included two reaches (UT 1 — Upper and UT 1 — Lower) for a total of 897 linear feet and UTCC -US included 2,455 linear feet The beginning and ending locations of the longitudinal profile reaches were marked on both banks with rebar and PVC with blue and white UT Crab Creek Stream & Wetland Final 14 Equinox Environmental Consultation and Design, Inc Project No 857 February 2011 Baseline Monitoring Year 0 l r �l striped flagging tape Annual measurements will be compared with as -built conditions to document trends in the stream profile occurring throughout the monitoring period A total station will be used to collect annual cross - sectional and longitudinal profile data Visual monitoring will be conducted for all additional stream segments Bed material composition will be documented through annual pebble counts at each cross - section location 512 Hydrology Two crest gauges were installed within the project site, one at the downstream end of on UT1 and one at the downstream end of UTCC -US Crest gauges were marked with red and white striped flagging tape, whereas wetland gauges were marked with PVC and fluorescent green flagging tape Crest gauge readings will be collected during each site visit to document bankfull events Eight wetland gauges were installed throughout the project site and included seven restoration areas and one reference gauge in the preservation area Additionally, an automated rain gauge was installed on site Wetland and rain data will be collected monthly during the growing season to document groundwater hydrology and site precipitation 513 Vegetation Nine riparian and wetland vegetation monitoring plots were established based on the CVS -EEP protocol and include five non - standard 5 x 20 meter plots and four standard 10 x 10 meter plots Approximately 0 025 -acre in size, vegetation plots were established and data was collected to document baseline vegetation conditions Annual monitoring will determine the success of planted vegetation and the overall trajectory of woody plant restoration and regeneration at the project site Plots were placed within the applicable planting zones to capture the heterogeneity of the designed vegetative communities Vegetation monitoring plot corners were marked with rebar and PVC pipe, and recorded with a handheld GPS unit Plot corners and planted stems were also marked with fluorescent orange flagging tape The vegetation plot origin was labeled with the plot number Data for the baseline report was collected according to the CVS -EEP Level I protocol and entered into the CVS -EEP Data Entry Tool (Version 2 2 7) Subsequent annual monitoring data collections will follow Level H (Lee et al 2008) In order to capture planting zones with lower, planted woody stem densities, CVS -EEP data collection efforts and visual surveys will be supplemented with eight temporary, random 200m2 circular plots in Zone D The purpose of these plots is to detect changes in stem density over ( time Only species presence data will be collected biannually in Year 2 and Year 4 monitoring Plot placement in Year 4 monitoring will be independent of Year 2 5.1.4 Permanent Photo Locations Permanent photo stations were established at each cross - section to digitally document annual conditions of the left and right banks Each vegetation monitoring plot includes a photo station taken diagonally from the origin towards the opposite plot corner Additionally, 16 permanent photo stations were established throughout the project area to provide representative digital t UT Crab Creek Stream & Wetland Final 15 Equinox Environmental Consultation and Design, Inc Project No 857 February 2011 Baseline Monitoring Year 0 documentation of stream features and vegetation conditions Permanent photo stations were marked with labeled wooden stakes and red flagging tape 5.15 Visual Assessment Visual stream assessments will occur during annual monitoring to summarize performance percentages of morphological and structural feature categories Visual vegetation assessments will occur to catalog the extent and type of vegetation issue areas as compared to the total planted acreage within the project site 5.2 As -Built Conditions The project's as -built conditions are included in Appendix B — As -built Plan View 5.2.1 Streams Baseline stream monitoring data were collected in June 2010 Data are summarized in Tables 5 and 6, while cross - section and longitudinal profile graphics are located in Appendices C & D In general, the restored and enhanced stream pattern was similar to the proposed design The design Rosgen classification for UT was a B4c /C4 Based on the as -built conditions, the UT1- Upper reach classifies as a Cb and the UT1 -Lower reach classifies as a C with both having low width to depth ratios for these stream types A portion of one stream reach within UT1, originally designed for enhancement, was actually restored Additionally, a step -pool structure and three log sills were added during construction of UT 1 5 2 2 Hydrology The grading originally proposed for wetland area 5 was deemed unnecessary during construction, additional grading occurred in wetland area 3 to compensate for this change Stream and wetland hydrological monitoring will be initiated prior to the beginning of the 2010 growing season 5.2 3 Vegetation Baseline vegetation monitoring data were collected in April 2010 Vegetation plot attribute data are included in Table 7 and Table 8, whereas individual plot photos are included in Appendix E Individual plant species by plot and plot means are reported in Table 9 Stem counts for each of the nine vegetation monitoring plots were recorded by species Approved substitutions from the proposed planting plan included black gum Nyssa sylvatica for sweet birch Betula lenta, common three square Schoenoplectus pungens for green bulrush Scirpus atrovirens, hop sedge Carex lupuhna for nut sedge Cyperus esculentus, lurid sedge Carex lurida for prickly bog sedge Carex atlantica, and cardinal flower Lobeka cardinalcs for spotted jewelweed Impatiens capensis Additionally, coralberry Symphoricarpos orbiculatus was planted in Zones C, D, and E1/E2 Undisturbed forested areas within some planting zones were not planted, resulting in a planted area of 15 4 acres out of a total of 23 9 vegetated acres within the easement area Results from the baseline documentation indicate a planted stem density ranging from 121 to 768 stems per acre The average stem density for the entire restoration site is 450 stems per acre, of these, 85% were noted to have either good or excellent vigor values However, vegetation plots UT Crab Creek Stream & Wetland Final 16 Equinox Environmental Consultation and Design, Inc Project No 857 February 2011 Baseline Monitoring Year 0 4, 5, and 6 do not meet the interim success cntena of 320 stems per acre In addition, invasive exotic plants such as Japanese honeysuckle Lonicerajaponica, Chinese privet Ligustrum sinense, and multiflora rose Rosa multiflora were recorded in dense patches adjacent to vegetation plots 8 and 9 5.2.4 Permanent Photo Stations Photos were collected during April 2010 at the 16 permanent photo stations established throughout the project area to provide representative digital documentation of baseline stream and vegetation conditions (Appendix F — Permanent Photo Station Photos) Pre - construction photos are included in Appendix F where available UT Crab Creek Stream & Wetland Final 17 Equinox Environmental Consultation and Design, Inc Project No 857 February 2011 Baseline Monitoring Year 0 V/A Item doa cot apply Number- reported ore the man pmmta a from the r Mc arface pebble eomts The ilea section — were developed tamg m malyticel des 9n approach Pities. cad profile dos de—ed from U.N. —h—col niche. from the —sting to I dma UT Crab Creek Stream & Wetland Final 18 Equinox Environmental Consultation and Design, Inc Project No 857 February 2011 Baseline Monitonng Year 0 Table S BaseORe Stream Data Summary UT Crab Creek Stream & Wetland / Pro ect Ni 857 - UTI - Upper (500 feet) Parameter local Cone Pre4sistl Condition Reference Reach Data Restart As Built /Baseline Dimension &Substrate Rime !L UL F4 No Mean Med I Max I SD N No INkital Med I Max SD N I No IN&ka o Max No Mew Med Max SD N Bankfu0 Width (ft) 9 9 13 5 13 6 158 251 5 N/A N/A I N/A N/A N/A N/A 1 1 131 148 153 153 15 7 NA 2 Fktodpmre Wdth(ft) 182 N/A N/A 155 N/A 5 N/A N/A N/A N/A N/A N/A 22 1 33 >I00 >1001 >1001 1100 NA 2 Baokfull Mean Depth (ft) 090 120 120 150 023 L N/A N/A N/A N/A N/A 110 130 150 150 160 NA 2 Bankfu0 Mu Depth (R) 1 20 0 2 40 0 51 _L 5 N/A N/A N/A N/A N/A N/A 200 240 250 250 250 NA 2 BankfL l Cross Sectional Arm (ft') 140 141 _L80 151 150 159 072 5 N/A N/A N/A N/A N/A N/A 148 203 222 222 240 NA 2 Width/Depth Rmm 1 1 65 122 117 167 4 12 5 N/A N/A N/A N/A N/A N/A 120 92 107 10 7 12 2 NA 2 Entrenchment Ruro 1 2 3 4 3 3 >5 6 1 56 5 N/A N/A N/A N/A N/A N/A 17 16 4 16 6 _>t± >6 7 NA 2 Book Height Rum 1 0 1 6 1 7 2 4 054 5 N/A N/A N/A N/A N/A N/A 1 0 1 0 1 1 1 1 1 1 NA 2 d50 (rant) 19 1 40 45 56 16 70 5 N/A N/A N/A N/A N/A N/A Profile Riffle Irngh (ft) N/A N/A N/A N/A N/A N/A 58 28 7 122 6 68 2 2342 7 Riffle Slope(ft/ft) 0023 0057 0014 003 0014 003 0014 0023 RE 0033 0007 7 Pool bengh(ft) 70 130 14 47 140 470 35 86 BI 198 444 13 Paol Max Depth (ft) 19 2 1 2 1 22 0 13 5 N/A N/A N/A N/A N/A N/A 10 1 1 32 32 3 2 3 2 NA 1 Pool Spacmg(ft) 600 650 34 126 540 1260 68 389 340 1131 3033 12 Pool Vohr�(ftr) N/A N/A N/A N/A Pattern Ctmnnel Beh Wuah (ft) 21 01 1 15801 32 1 1 1 58 1 1 13201 58 0 126 6 137 4 140 1 1 44 4 1 7 06 6 Radius of Cw-.V re (ft) 110 370 1 20 37 20 0 77 0 28 7 12,!171 32 4 51 3 111311 6 Rc BmkOrO Width (ft) 07 3 7 N/A N/A N/A N/A N/A N/A I S 2 6 1 9 2 1 3' NA NA Memrder Wavekngh(ftl 900 1910 900 1910 900 1910117913551307162670LM 4 Meander Width Ruro 13 58 N/A N/A N/A N/A N/A N/A 2 4 4 4 2 6 2 6 2 6 2 7 NA 2 Substrate BedwdT rtParamete Rr% /Ruh / P A / G A / S% N/A 42% / 8%/ 24% / 22 %/ 4% SC% /Sa% /G % /C% /BA /Bc% • <1 %/10%/59-/./28 %l3 % /0% N/A d16/D35/d50/d84/d95I di /tit°( ®) 72/222/400/1030 /1970/ / N/A R eadt Shm Stress (Competency) Wit, N/A 208 Max Part Sae (mm) Mobdaed u Ban" N/A 262 Stream Power (Trompmt Capaaty) Whet N/A Additional Reach Parameters D,smalp Ara Iwr) 053 N/A impervious Cover Ea®ete (h) N/A Rmga Classtliratton G41C4 N/A B4c/C4 Cb Banklhll Velowy (fps) 39 47 N/A 45 Bankfu0 Durharge(cfs) 62 59 71 N/A 66 ValLy iengh (ft) N/A Channel Thalweg itugh(ft) 1730 N/A 1621 500 Smtrosdy 119 N/A L14 174 Water Surface Slope (M) 00210 N/A 00210 00278 Bankfu0 Slope (ft/ft) N/A 0 0251 Bankfull Floodp lam Area (ave) N/A Proportmo over Wide ( %) N/A Ennertrhaent Class (ER Rang) 12 56 N/A loctsmn Clan (BHR Rang) N/A BEHII Moderate (25 8) N/A Channel Stability or Habnu Metro N/A Bmlogual or Other N/A V/A Item doa cot apply Number- reported ore the man pmmta a from the r Mc arface pebble eomts The ilea section — were developed tamg m malyticel des 9n approach Pities. cad profile dos de—ed from U.N. —h—col niche. from the —sting to I dma UT Crab Creek Stream & Wetland Final 18 Equinox Environmental Consultation and Design, Inc Project No 857 February 2011 Baseline Monitonng Year 0 Table 5 Baseline Stream Data Summary UT Crab Creek Stream & Wetland / Project No 857 UTI - Lower (397 feet) Paremeter Regiong Cone Pr Edstl CotxAtlon I Reference Reach Data --Desillo As Built / Bmellne Dimension & Substrate Mille LL UL Eq. Min an MedlMazl SDI N Min Mena Med I Max SO N Min Mean Max Min Mean Med Max SD N Bankfull Width (R) 99 135 13 6 15 8 2 511 5 N/A N/A N/A N/A NIA N/A 1 131 11 115 1151 115 NA I Floodprone Width (ft) 182 N/A NIA >55 N/A 5 N/A N/A N/A N/A N/A N/A 220 330 >I00 >I00 >I00 NA I Bankfull Mean Depth (ft) 090 120 120 150 023 5 N/A N/A N/A NIA N/A N/A 11 150 150 150 NA I Bankfull M ax Depth (R) 1 20 1 SD 180 240 051 5 N/A N/A N/A N/A N/A N/A 20 250 250 250 NA I Bankfull Cross Searonal Area (fl°) 140 141 151 150 159 072 5 N/A NIA N/A N/A N/A N/A 148 176 r75 176 176 NA I Width43epth Raw 65 122 117 167 412 5 N/A NIA N/A N/A N/A N/A 120 75 75 75 NA 1 Fstrtxicvtrnt Raw 1 2 3 4 7 3 >5 6 1 56 5 NIA N/A N/A N/A N/A N/A 1 7 >8 7 >8 7 >8 7 NA 1 Boo Hnght Raw 10 16 17 24 054 5 N/A N/A N/A N/A N/A N/A 10 10 10 10 NA 1 d50 (mm) 19 40 45 56 167 5 N/A NIA N/A N/A N/A N/A Profile Rrf . L—lith (fl) NIA N/A N/A N/A N/A N/A 210 376 402 526 1519 5 Rtfik Slope (Will 0 023 0 057 0 014 0 030 0 014 0 030 0 020 0 026 002710033 0 005 5 Pool lrngth(R) 70 130 140 470 140 470 118 174 174 271 624 5 Pool Max Depth (R) 19 2 1 2 1 22 0 13 5 NIA N/A N/A N/A NIA N/A 10 2 6 26 26 1 26 NA 1 Pool Spacmg(fl) 600 650 540 1260 540 1260 450 713 734 936 2155 4 Pool Vohime(W) N/A N/A NIA Pattern Channel Bell Wtdth(fl),_ [__J__12101 1 15801 32 1 1 1 58 1 1 1320 1 158015721629164216621 39 4 Radius of Curvature (ft) 110 370 20 37 200 370 312 366 378 971 38 4 Rc B-kfull Width (fl) 07 1 1 3 7 1 1 1 N/A N/A I N/A I NIA I N/A N/A 1 I S 1 1 2 8 1 2 71 11 3 18 3 28 13 45 1 NA NA Meander lNuckn h(fll I I 1 9001 1 119101 9001 1 119101 900 1910 1420 1960 2020 2440 NA 3 Meander Width Raro 13 1 1 1 58 1 1 N/A I N/A I N/A I N/A I N/A I NIA 1 2 4 1 1 44 15581 5 58 1 5 5815 581 NA I Substrate Bed and Transport Parameters R?/ Ru% /P % /G % /S% NIA 48% 5%/22A/25 % /1% SC%ISW G % /C % /Ba /BeA •<1/o/10%/59%/2W/3 % /D% N/A dl6 /D35 /d50 /d84 /d95 1df /dt1(mm) 72/222/400/1030 /19701 / N/A Reach Shear Stress (Competency) Wit' N/A 136 M ex Pmt Sae (mm) Mobdaed at B®kfinil N/A 191 Stream Power(fransport Capacty) Whet N/A Adtetional Reach Parameters Dramage Area (rmr) 053 NIA lnnpa mCover Estttoae( %) NIA RmiFn Classtfaation G4/C4 NIA B4r/C4 C Bankfull Velomty (fps) 39 47 N/A 45 Bankfull Dudtoge(cfa) 62 59 71 N/A 66 Valley lrngh (R) NIA Channel Thalweg lrngh (R) 1 730 N/A 1 621 397 Smumay 119 NIA 114 115 Water Surface Slope(R/fl) 00210 N/A 00210 00156 Bankfull Slope (It/ft 1 N/A 001 4 Banitfu0 Floodplam Am (ones) N/A Proportnn Over Wide (A) N/A Eattendunent Class (ER R.W) 12 56 N/A Inmwn Class (BHR ltange) N/A BEHI Modcrate(25 8) N/A Charnel Stabthty or Habitat M etm N/A Bwloly al or Other N/A Informawn wavadabte N/A Item does not apply Numbers mponcd are the mean percentages from the nfilc srfoee pcbhle mints The dev section mtma were developed mng m malyncal design approach Pattern and profile data de—ed from stable enhancement reaches from the cxmmg UT I data UT Crab Creek Stream & Wetland Final 19 Equinox Environmental Consultation and Design, Inc Project No 857 February 2011 Baseline Monitoring Year 0 Table 5 Basehne Stream Data Summary UT Crab Creek Stream & Wetland / Project No 857 UTCC - US (2,455 feet) Parameter Regional Carte Pre- ESdsting Condition Reference Reach Data DesIgo As Built/ Baseline Dlmenslon &Substrate MMe LL UL I F4 Min IMean Med Max SD N Mean Med Max SD N Min Mean Mu Min Mean Med Man SD N Baokfull Width(ft) 176 204 198 245 291 4 623 623 649 NA 2 240 250 267 265 287 NA 3 Floodptom Wtdth(ft) 65 >g0 4 248 248 296 NA 2 340 >200 >200 >200 >200 NA 3 Bankftr0 M® Depth (ft) 140 165 1 70 1 80 0 17 4 3 35 I J5 3 40 NA 2 1 4 140 1 3J 150 1 70 NA 3 BankfuO Max Depth (R) 240 276 275 320 033 4 r33 340 540 580 NA 2 2J 240 250 250 260 NA 3 Benkfu0 Cross $eaiortat Ar® ftr) 39 0 30 8 III lJ 7 74 2 157 4 208 0 208 0 218 0 NA 2 34 2 37 0 40 5 42 l 42 4 NA 3 Width/Depth Ratio 100 127 113 179 752 4 186 191 171 147 177 190 193 NA J Entrenchment Ratio 7 1 >4 1 4 4 0 5 0 2 3 >7 0 >7 5 >7 5 >8 0 NA 3 Bank Hutt Ratio 1 0 1 1 1 0 1 2 0 10 4 1 0 1 0 1 0 10 NA 1 0 10 1 0 1 0 I I NA I d50 ([an) 38 44 41 36 8 29 4 Ptome RrtRe LeVh(ft) 149 605 649 1000 2255 19 ROL Slope (ft/ft) 00201 00421 1 0015 0029 0027 0048 0012 5 0014 0045 0006 0 013 001210 021 0005 19 Pool Lengh(ft) 290 530 210 1050 107 460 527 1035 2473 19 Pool Max Depth (ft) 30 31 JI 33 NA 3 19 27 29 29 30 NA 2 Pool Spacmg(ft) 930 1160 1900 1610 1880 9370 4 450 1360 717 130 7 1132 2417 5231 IB Pool Vole— ft') Pattern Channd Bch Width (ft) 130 43 0 500 NA I 75 0 211 0 54 7 101 7 102 5 172 8 23 59 IS Rndws of Curvature (ft) 00 • 51 551 NA 1 430 128 0 37 5 51 I 42 5 146 7 26 21 16 Rc BmrkfuO Width(ftl •'00 ••29 08810 088 088 17 51 IS 19 16 51 NA NA M eanda WavclmBh (ft) 31 3 159 0 61 6 540 0 213 0 5 20 0 228 0 204 4 238 7 234 4 314 2 32 62 13 Meander Width Ratio 05 24 80 80 80 80 NA 30 84 1 36 1 39 1 39 1 41 NA 3 S abstmte Bed and Transport Peraenete Rt %/ Ru / /P-/ / G% / S% 47% /9%132%/12/.10-/. SC•/Sa% /G/. /C% /B % /Bc% '0//1/0/62 % /36 % / <I % /0% 0//IS %/5 %/48 %/18%/11/ dl6 /D35 /d50 1d84 /d93 /dr" /drp (rmn) 11/23/44/104/150 / / 14/ /1441512/ Reach Sheen stress Ca eten ) INRr 089 073 071 Max Pmt Size (non) Mobdrzed at Baokftr0 130 125 118 $realm Power nns ort C eca ) W/mr Additional Rena Parameter' D Area mr) 165 248 Impervious Cover Est®me ( %) R.Sm Classificanon C4 C3 C4 C Bankfull Velomy (fps) 3 3 3 8 3 3 BmkfjH Dtdww(cfs) 197 III 130 117 Valley LcVh (ft) Channel Thahveg Length (ft) 2086 1 034 2 403 2 455 Smuosay 104 120 120 121 Water Surf= Slope (ft/ft 1 0 0090 00098 00080 1 0 0080 Bankful) Slope (ft/ft) 00083 Bankfu0 Floodplam A— (at>•s) Proportion Over Wide ( %) Fntrendmeu Class (ER Range) 3 1 41 3 1 50 Incision Class (BHR Range) BEHI Htgh (33 8) Channd Stabrhty or Habitat Metnc Bwlogwl or Other Information ma —lahle NIA Item don not apply N—ben reported are the mean percentage, from the raffle arface pebble cows Exam dream has been channeltad and don not have a natural meander proem wth drama pool and nMe fetus& UT Crab Creek Stream & Wetland Final 20 Equinox Environmental Consultation and Design, Inc Project No 857 February 2011 Baseline Monitonng Year 0 i i r Table 6 Basehne Morphology & Hydrauhc Momtonng Summary UT Crab Creek Stream & Wetland / Project No 857 - UT1 - Upper (500 Feet) Parameter Cross Section l lime Cross Section 2 Pool Cross Section 3 Rime Dimension Base MYl MY2 MY3 MY4 MY5 Base MYl MY2 MY3 MY4 MY5 Base MYl MY2 MY3 MY4 MY5 Bankfull Width (ft) 157 Floodprone Width (ft) 1 184 148 Floodprone Width (ft) >100 >100 >100 26 Bankfull Mean Depth (ft) 1 3 1 9 188 1 6 17 6 Bankfull Max Depth (ft) 24 148 32 7 5 25 Bankfull Entrenchment Ratio >6 0 Bankfull Cross Sectional Area (ftZ) 203 >8 7 343 Bankfull Bank Height Ratio 10 240 1 0 Bankfull Width/Depth Ratio 122 Cross Sectional Area between End Pms ft2 189 99 21 1 92 d50 (mm) N/A Bankfull Entrenchment Ratio >641 N/A >54 >6 7 Bankf ill Bank Height Ratio 1 0 11 11 Cross Sectional Area between End Pins ftZ 203 343 24 3 d50 (mm) N/A I I N/A N/A N/A - Item does not apply Table 6 Baseline Morphology & Hydrauhc Momtonng Summary UT Crab Creek Stream & Wetland / Project No 857 - UT1 - Lower (397 Feet) Parameter Cross Section 4 Pool Cross Section 5 Rime Dimension Base MYl MY2 MY3 MY4 MY5 Base MYI MY2 MY3 MY4 MY5 Bankfull Width (ft) 167 l 1 5 Floodprone Width (ft) >100 >100 Bankfull Mean Depth (ft) 1 1 15 Bankfull Max Depth (ft) 26 2 5 Bankfull Cross Sectional Area (fl2) 188 17 6 Bankfull Width/Depth Ratio 148 7 5 Bankfull Entrenchment Ratio >6 0 >8 7 Bankfull Bank Height Ratio 10 1 0 Cross Sectional Area between End Pms ft2 189 21 1 d50 (mm) N/A N/A N/A - Item does not apply UT Crab Creek Stream & Wetland Final 21 Equinox Environmental Consultation and Design, Inc Project No 857 February 2011 Baseline Monitoring Year 0 Table 6 Baseline Morphology & Hydraulic Momtonng Summary UT Crab Creek Stream & Wetland / Project No 857 - UTCC -US (2,455 Feet) Parameter Crass Section 6 lime Cross Section 7 Pod Cross Section 8 Riffle Cross Section 9 Pool Cross Section 10 Rime Dimension Base MYI MY2 MY3 MY4 MY5 Base MYI MY2 MY3 MY4 MY5 Base MYI MY2 MY3 MY4 MYS Base MYI MY2 MY3 MY4 MY5 Base MYI MY2 MY3 MY4 MYS Bankfull Width (fl) 250 277 2871 23 5 265 Floodprone Width (fl) >200 >200 >200 >200 >200 Bankfull Mean Depth (fl) 1 7 17 1 5 1 7 14 BankfiII Max Depth (fl) 26 3 25 27 24 Bankf ill Cross Sectional Ares (ft') 424 473 42 1 407 370 Bankfull Width/Depth Ratio 147 163 195 13 5 190 Bankfu0 Entrenchment Ratio >8 0 >7 2 >7 0 >8 5 >7 5 Bankfull Bank Height Batto 1 0 11 1 1 10 1 0 Cross Sectional Area between End Pms ft= 42 4 473 4321 41 5 386 d50 (inm) N/A N/A N/A N/A NA N/A Item does not apply UT Crab Creek Stream & Wetland Final Project No 857 Baseline Monitoring Year 0 22 Equinox Environmental Consultation and Design, Inc February 2011 Table 7 Vegetation Plot Attribute Data UT Crab Creek Stream & Wetland / Project No 857 Plot ID Community Type Planting Zone ID Reach ID Associated Gauges CVS Le%el VP I Swamp Forest Bog Flood lam B UT1 N/A I VP 2 Swamp Forest Bog Flood lam B UT1 N/A I VP 3 1 Swamp Forest Bog Flood lam B UTI N/A I VP 4 Southern Appalachian Bog Flood lam C UT / UTCC -US UTC -1 I VP 5 Southern Appalachian Bog Flood lam C UTCC -US UTC -2 I VP 6 Southern Appalachian Bog Flood lam C UTCC -US UTC -3 I VP 7 Southern Appalachian Bog Flood lam C UTCC -US UTC4 I VP 8 Montane Alluvial Forest E2 Wetland #7 UTC -7 I VP 9 Montane Alluvial Forest E2 Wetland #7 UTC -8 I UT Crab Creek Stream & Wetland Final 23 Equinox Environmental Consultation and Design, Inc Project No 857 February 2011 Baseline Monitoring Year 0 Table 8. CVS Vegetation Plot Metadata UT Crab Creek Stream & Wetland / Project No. 857 Report Prepared By Sarah Marcmko Date Prepared 4/28/2010 l 12 54 PM Database Name UT- CrabCk -v2 2 7 mdb Database Location Z \ES \S &WM\EEP Momtonn \EEP -UT Crab Ck \UTC- MYO- 2009\Data \Ve Computer Name D 16TNK71 File Size 37613568 DESCRIPTION OF WORKSHEETS IN THIS DOCUMENT Metadata Description of database file, the report worksheets, and a summary of project(s) and project data Project Planted Each project is listed with its PLANTED stems per acre, for each year This excludes live stakes Project 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 Vi or 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 Planted Stems by Plot and Spp A matrix of the count of PLANTED living stems of each species for each plot, dead and missing stems are excluded Project Summary Project Code 857 Project Name UT -Crab Creek Stream & Wetland Restoration Description River Basin New Length ft Stream to Ede Width ft Area (sq rm Required Plots calculated Sampled Plots 9 UT Crab Creek Stream & Wetland Final 24 Equinox Environmental Consultation and Design, Inc Project No 857 February 2011 Baseline Monitoring Year 0 Table 91 Planted and Total Stem Counts (Species by Plot with Annual Means) UT Crab Creels Stream & Weiland / Project No 857 Current Plot D.I. (MW 7010) Annual Means Scientific Name Common Name Species I vpe 857 -01 -0001 857 -01-0002 857 -01 -0003 857 -014004 857 -01 -0005 857 -01 -0006 857 -01 -0007 857 -01 -0008 857 -01.0 09 MYO(2M0) P IS Ptill T P 1S P41 T PLSIP411 T P IS Py11 T PIS Pall T P IS PW] T P IS Pall T P 1S Pull T P IS Pall T P IS P WI T Alou --Iata H=1 alder Staub 1— 3 3 2 2 1 I 2 2 2 2 1 1 11 11 Amon arbutr(olm Red cMb�hShnib Shmb 6 6 6 6 Betula kmta var lento Sxect T— 1 1 1 1 9 9 4 4 15 15 Carpmus corohnona var vugmuma Intend Shmb Tne I 1 4 4 7 7 1 1 4 4 1 1 3 3 4 4 22 22 11—ert -Hato CommShmb 1 rce 3 3 2 2 1 I 1 1 7 7 Imdem beomm var beoarm NonhShmb T., 3 3 4 4 1 1 3 3 2 2 10 10 23 23 Vibumumnudum PossuShmb Trce 7 7 1 1 a 8 Unknoxn unlmowo 5 5 5 5 bhmcom sum (ues Slre(ACRES ) Species -roan Stml*rACREI 0 11 11 0 16 16 0 13 13 0 4 4 0 3 3 0 7 7 0 II II 0 1761 0 19 19 0 97 97 I I I I I 1 1 I 9 002 002 002 002 002 002 002 002 002 022 0 3 3 0 5 5 0 LL-1 0 3 3 0 2 0 4 4 0 4 4 0 T 4 T 4 0 4 4 0 8 8 0 1445214452 0 1647 5 647 51 0 1526 11526 11 1 0 12833129331 0 1445.2144521 0 647 5 647 5 0 1768 9 768 9 0 1 436 436 UT Crab Creek Stream & Wetland Final 25 Equinox Environmental Consultation and Design, Inc Project No 857 February 2011 Baseline Monitoring Year 0 6.0 REFERENCES Lee, M T, R K Peet, S D Roberts, and T R Wentworth 2008 CVS -EEP Protocol for Recording Vegetation Version 4 2 NCEEP (North Carolina Ecosystem Enhancement Program) 2009 New River Basin Restoration Priorities Raleigh, NC NCEEP (North Carolina Ecosystem Enhancement Program) December 2007 UT to Crab Creek Restoration Site Alleghany County, North Carolina Restoration Plan Raleigh, NC NRCS (Natural Resources Conservation Service) Accessed October 2009 Climate Analysis for Wetlands by County http / /www wcc nres usda gov /climate /wetlands html Rosgen, D L 1997 A Geomorphological Approach to Restoration of Incised Rivers In Wang, S S Y, E J Langendoen, and F D Shields, Jr (Eds ) Proceedings of the Conference on Management of Landscapes Disturbed by Channel Incision pp 12 -22 Schafale, M P and A S Weakley 1990 Classification of Natural Communities of North Carolina, 3`d Approximation North Carolina Natural Heritage Program, NCDEHNR, Division of Parks and Recreation Raleigh, NC UT Crab Creek Stream & Wetland Final Project No 857 Baseline Monitoring Year 0 26 Equinox Environmental Consultation and Design, Inc February 2011 U ,1 Appendix A Monitoring Plan View Plan view Prepared for IProject: UT to Crab Creek Stream and Wetland Restoration I Notes: 1) Base Map from CAD file "Crab—base—final" Provided by KCI Associates of NC P.A. I Prepared by rA"",-3 E aamemcht PROGRAM Monitoring Plan View Alleghany County, North Carolina Sheet 3 of 4 Date January 2011 2) 2005 Aerial Photo Project Number NCEEP # 857 EQUINOX ENP RONME awuaw Monitoring Plan View •'� ' t ,Y'{: •C's . r .. • 14 � .• Y Cq--� iR M `` •F. h4�'F„ •. •• ,.Cn s^ G'S �� .i �,. - .. Rte' f 1 1 5 5 • r •A 00 jk- 10 dl f {'i -..- �. - fA 44 �� { ' ,� - -mss , i w �o ' ;�' "� , ••r t � � r... 1 '• w a S .r � 9 • '- Y r ` �, t Legend t ''- `, •;• ' . , •r •• — • - Easement Boundary �� r • •,� wl,y `R ,� ` �. Structures I A + •�, Power Line ROW � .. , Roads G Control Points Stream Alignment a" Restoration --- Enhancement II Preservation ' • { f �'? 1 Wetlands � ' ' "7 4 'r�,1 5� u �J 7•• n:+ "'s�`f�i, t�, �r C G �� s_ ;� � ; ® Creation 0 Restoration y '�. ' 't •� �%: _+ a � Enhancement ti,• •:d;; r• �, ® Preservation Monitoring Features . } Vegetation Plots •� };� 1 h' ", �,,��• �� -- •�• � ,, � — — Longitudinal Profiles Profile Longitudinal o e Begin /End • � i 1� Cross Sections _ �r 0 Wetland Gauges i EE f , ,+ , +. NSi 18 ' ;k* E • Crest Gauges 0 Rain Gauge � • ` � `4 * Photo Points Prepared for Project: UT to Crab Creek Stream and Wetland Restoration Monitoring Plan View Notes: 1) Base Map from CAD file "Crab—base—final" 2) 2005 Aerial Photo Provided by KCI Associates of NC P.A. Prepared by Alleghany County, North Carolina Sheet 1 of 4 o stem Earement EQUINOX ENS PN UIM o.: ,..1, Date Project Number PROGRAM January 2011 NCEEP # 857 Plan View Prepared for (Project: UT to Crab Creek Stream and Wetland Restoration I Notes: 1) Base Map from CAD file "Crab—base—final" Provided by KCI Associates of NC P.A. I Prepared by Y ERaffffleht PROGRAM Monitoring Plan View Alleghany County, North Carolina Sheet 2 of 4 Date January 2011 2) 2005 Aerial Photo Project Number NCEEP # 857 EQUINOX ENV RONM'oNTAL Plan View Prepared for (Project: UT to Crab Creek Stream and Wetland Restoration I Notes: 1) Base Map from CAD file "Crab—base—final" Provided by KCI Associates of NC P.A. I Prepared by Y ante ent PROGRAM Monitoring Plan View Alleghany County, North Carolina Sheet 3 of 4 Date January 2011 2) 2005 Aerial Photo Project Number NCEEP # 857 EQUINOX ENVIRONMENTAL o. Plan View Prepared for IProject: UT to Crab Creek Stream and Wetland Restoration I Notes: 1) Base Map from CAD file "Crab—base—final" Provided by KCI Associates of NC P.A. I Prepared by ERag"emeht PROGRAM Monitoring Plan View Alleghany County, North Carolina Sheet 4 of 4 Date January 2011 2) 2005 Aerial Photo Project Number WEEP # 857 EgUINOX ENV ROHM' NTT ox Appendix B As -Built Plan View AS —BUILT SURVEY OF UT TO CRAB CREEK STREAM & WETLAND RESTORATION SCO# 06- 06784 -01 A I DAVID S TURNER, AS A DULY REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE DATA SHOWN ON THIS DRAWING WAS OBTAINED UNDER MY SUPERVISION, IS AN ACCURATE AND COMPLETE REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD, AND THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS ARE AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED HERON WITNESS MY_QRIGINAL SIGNATURE REGISTRATION NUMBER, AND SEAL THIS DAY OF _"JP___ 2010 /f/ \��► C A R Ol /��i P i 'Ices i0 - 9% 4- SEAL r. • r L -4551 a; _ I, DAVID S TURNER, CERTIFY THAT THESE PLANS WERE DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION AND THAT THE RATIO OF PRECISION AS CALCULATED IS 1 10 000 + WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 301�4' DAY OF !Zj�,,e__ 2010 C A RO � /ii `�� OQ; • ESS /0 5. —Z t - .4 SEAL • r L -4551 Qr - y _ D S •T I 0 GALAX Jos SITE ALLEGHANY CO SURRY CO VICINITY MAP NOT TO SCALE SHEET INDEX SHEET 1 - TITLE MT AI RY �4 GENERAL NOTES 1 ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED 2 THE VERTICAL DATUM IS NAVD 88 3 THE BASIS OF BEARINGS IS NCGS STATE PLANE GRID COORDINATES NAD83 DATUM 4 THIS MAP IS NOT FOR RECORDATION SALES OR CONVEYENCES AND DOES NOT COMPLY WITH G S 47 -30 MAPPING REQUIREMENTS 5 SEE SHEETS 7 -10 FOR LONGITUDINAL PROFILE DATA 6 REPRESENTATIVE CROSS-SECTIONS ARE PRESENTED ON THE SHEET WHERE THE CROSS-SECTION WAS TAKEN ALL GROSS-SECTIONS ARE SHOWN FROM LEFT BANK TO RIGHT BANK 7 THE 30' POWER LINE EASEMENT DEPICTED IS CENTERED ON EXISTING & RELOCATED POWER POLES AND IS SHOWN FOR REFERENCE ONLY THIS AS -BUILT SURVEY IS NOT INTENDED TO ADJUST OR RELOCATE THE EASEMENT LINE NOR MODIFY THE EASEMENT AGREEMENT ANY CHANGES TO THE EASEMENT SHOULD BE PERFORMED UNDER A SEPERATE DOCUMENT SHEET 2 - SITE PLAN VIEW - SMALL TRIB SHEET 3 - SITE PLAN VIEW - MAIN STEM & SMALL TRIB SHEET 4 - SITE PLAN VIEW - MAIN STEM SHEET 5 - SITE PLAN VIEW - MAIN STEM SHEET 6 - SITE PLAN VIEW - WETLAND AREAS 5 & 6 SHEET 7 - LONGITUDINAL PROFILE - SMALL TRIB SHEET 8 - LONGITUDINAL PROFILE - SMALL TRIB SHEET 9 - LONGITUDINAL PROFILE - MAIN STEM & SMALL TRIB SHEET 10 - LONGITUDINAL PROFILE - MAIN STEM SHEET 11 - STRUCTURE POINT TABLE REFERENCES. DEVELOPERIOWNER, NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM 1652 MAIL SERVICE CENTER RALEIGH NC 27099 -1652 (919)715 -0476 EEP PROJ MGR HARRY TSOMIDES EEP REVIEW COORDINATOR SALAM MUTADA PROPERTY OWNERSHIP WILLOW INVESTMENTS LLC GALAX VA DEED BOOK 305, PAGE 165 (ALLEGHANY CO NC REGISTER OF DEEDS) PLAT BOOK 9 PAGE 456 PIN 4022 -25-6M & 4022 -05 -9623 CONSTRUCTION BY, CAROLINA ENVIRONMENTAL CONTRACTING INC MT AIRY NC (336)320 -3849 EXISTING CONDITIONS INFORMATION & BOUNDARY PROVIDED BY DESIGNER. KCI ASSOCIATES OF NC RALEIGH NC (919)783 -9214 U A J a 8 mt�Z° > z fa Z UJ g A� w: 0 Z; qO [L a 0 $ w w U- Cl OZ J �otSo �Q(o G7 (DwU) Q w U m O F- U E IDATE aenorzmo SURVEYED BY DSrIEGT DRAM BY DST/EGT REVIEWED BY DST E -E aaa CRmc WA T. SCALE NOT TO SCALE SHEET 1 of 11 g1�Dg5MOlN P�R43 20 G O PIN: 4012-aa- CONSERVATION OF EASEMENT WILLOW INVESTMENTS, LLC DB 291, PG 330 PIN: 4022 -17 -2762 i 60 S2 Id 00 TR�BUTAR 100 +72.76 STEP POOL ;EL. 2615.82 EL. 2615.33 EL. 2614.71 G WILLOW gg INVESTMENTS, LLC CONSERVAT16NP EASEMENT DB 305, PG 165 P8 9,, PG 4256 PIN: 4022 25!6945 2608 �o 57 103 +07.PO 1 110 'T 2608 2606 X -(Z E C T I ON 1 RIFFLE 101 44.36 'F-L. 2609.65 STEP POOL 'o EL. 2 14.02 2605 EL. 26 3.58 2607 EL. 261'2.93 M ) 1 1 1 +90.85 j n S P POOL 'I EL 2608.17 EL'^ 2613.18 '�? °m EL. 612.59y o 40 EL. 611.60 =1 LIMITS OF DISTURBANCE N a CONSERVATION OF EASEMENT WILLOW INVESTMENTS, LLC DB 291, PG 330 PIN: 4022 -17 -2762 i 60 S2 Id 00 TR�BUTAR 100 +72.76 STEP POOL ;EL. 2615.82 EL. 2615.33 EL. 2614.71 G WILLOW gg INVESTMENTS, LLC CONSERVAT16NP EASEMENT DB 305, PG 165 P8 9,, PG 4256 PIN: 4022 25!6945 2608 1 57 103 +07.PO 1 110 EP STOL 2608 2606 X -(Z E C T I ON 1 RIFFLE 2 'F-L. 2609.65 2607o 'o m 2605 �°c 2607 n R M ) n N ri o n o EL 2608.17 2606N '�? °m °m o m o 40 N 2606 o 0 Mo N O N a a EL. 2607.65 2605 N N N o M 2605 O N N too N ui 0 ry6o 1 0 TH LWEG w N � tib +6 57 1 N P OOL f 2604 N O o NI `� N 0 2604 2603 EL. 2604.33 O N O 2603 2602 �N X -S TION 1 2602 2602 O O Lo N M M \N EL. 2602.44 + o + + N + + + + It a + + + Lon + Lo + \ 1 57 103 +07.PO 1 110 EP STOL 2606 EL. 2610.98 \ 2 'F-L. 2609.65 cob m 103 +54.98 STEP POOL 2605 � L. 2609.52 w 2608.58 2605 EL 2608.17 00 0 � 10 261 1 1 4+13.39 o 0 Mo N S P POOL `° N EL. 2607.65 lip N o EL. 606.54 o � N O N N too ry6o 1 0 TH LWEG w N � tib +6 57 1 N P OOL f 05.70 p 2604.87 EL. 2604.33 O N m W �N X -S TION 1 2602 . 107 +07.99 0 m n \ STEP POOL / Z \N EL. 2602.44 2601 rno 6m O L. 2601.87 a N „ L. 2601.07 2601 rn Oi ch MATCHLINE THIS SHEET SECTION 2 107 *72.13 72.13 STEP\, POOL MATCHLINE�I N THIS SHEE T0 IN 2606 1 10 +20.10 1 110 STE POOL 2606 N X- SECTION 2 POOL L. 2 96.11 cob m 2605 � w Lo 2605 N ri 0 � m 2604 N o 0 Mo N r `° N 2604 lip N W Z ;? � J O N N too v 260 1 N 2603 °o LPL 2602 N m W LL p 2602 w 0 m n / Z CO29 9 g 2601 rno 6m j a o 2601 rn Oi ch U QDO U NN O p w 2600 SURVEYED BY: DSiIEGT DRAWN BY: DSTIEOT REVIEWED BY: DST] PROJECT. TLS4M.W4 FILE: CRAB CFM FW& A24MTAM/O 2600 2599 2599 o Lo o n o Ln o Ln o n o Ln o O o N N M 17 O c0 2601 2601 X -SECT I ON 3 R I F F L E 2600 v 2600 N ao °n°. _ G N 25994 °n N u, n m rn n 2599 Omi m cn N N O ko C) "� 2598 N N N 2598 N m co o 2597 ,n °v 1 N 2597 Lo mu') L'in 2596 N N 2596 2595 2595 O O O N N n M g a + + + + + + + + + + -EL. 2000.61 -EL. 2599.80 (SILL NOT FOUND) -EL. 2549.39 0'CK SILL L. \\ 2598.47 1 O 1 1 10 +20.10 1 110 STE POOL L. N 21596.56 L. 2 96.11 cob ,X- CTION 3 LEGEND: - THALWEG -TOB -TOP OF BANK - BOTTOM OF BANK - CENTERLINE FLOW I I, N O i WILLOW INVESTMENTS, LLC DB 291, PG 330 PIN: 4022 -17 -2762 X ( �O oho � s PGA Nl- ! 1 S� MATCHLINE SHEET 3 -RIP RAP STABILIZATION I � - -OPEN WATER AREA* -EDGE OF WATER* - LIMITS OF DISTURBANCE - EASEMENT MARKER POST (*AT TIME OF SURVEY) N:11 U.Z1L 6.56 6.11 _ CTION 3 109 +89.67 STEP OOL EL: 2594.38 2595.20 ( ONLY TOP ILL FOUND) e 110+67.28 STEP POOL EL. 2593.35 EL. 2592.60 cv THALW G 00 N U J 0 N N � V �an ro a`aCO CO o = I F N Zoo p0 0�.� � �oz J Q 2591 m 113+25,.88 U58112 86.84 2 86.03 H LWEG NOTES 1. SEE SHEET 1 FOR GENERAL NOTES. 2. ELEVEN (11) PAGE DOCUMENT IS NOT VALID WITHOUT TITLE SHEET. AS -BUILT SURVEY BY: TURNER LAND SURVEYING, PLLC SURVEYED APRIL 20 -23, 2010 80' 0' 80' 160' SCALE 1 " =80' 1' CONTOUR INTERVAL J cob � w N r :5 lip W Z ;? � J v s O LPL F- U) W LL p OZ w w3 / Z CO29 9 g w j a o lnWN Q W U QDO U O p w DAIS OBHO/1070 SURVEYED BY: DSiIEGT DRAWN BY: DSTIEOT REVIEWED BY: DST] PROJECT. TLS4M.W4 FILE: CRAB CFM FW& A24MTAM/O SCALE: 1'-w HEE 2 of 11 LIMITS OFD DISTURBANCE �i MIATI LINE SHEET 2 M ATC H LI N E I TH LWEG 2573 2573 THIS S H EE X— SECTION 4 POOL 2572A�,' 2572 . ■ rn 2571^ " N n N n 2571 2s� 2570 N N N ° uni N 2570 \ s\ N N 2569 2569 OF CONSERVATION EASEMENT 116+55.00 STEP POOL EL. 2581.20 EL. 2580.68 EL. 2580.38 co co 0 1 W +97 2568 m o6 m 2568 NOTES RO S VA 10 N N N 1. SEE SHEET 1 FOR GENERAL NOTES. DEL. 2572. 25670 0 ° " 0 N °n n 0 2567 2. ELEVEN (11) PAGE DOCUMENT IS NOT VALID clj WITHOUT TITLE SHEET. o + + + + + + + + + + 0121 68.) 1 LGSH L. 572.' 2573 X— SECTION 5 RIFFLE 2s73 12 0 6. 73 C 2578 X —SECT ION 1 1 2578 2572 m 2572 7 po 2577 N o 2577 N ° -- ao 00 w " N an,,,� 2571 a m ,`R 2571 N n m nan n N n " N - -'n 2576 ui N ao fO 2576 00 M n n N r " nao `n° 2570 N o o wi ;`° o 0 2570 2575 N N a n� N N "' 2575 2569 N N 1O °° " N C-4 N h^ a rl < rii'n �N, vci', 2569 N 2574 � �, N ah 2574 N J 1.33' N rN 2ss8 2ss8 VANE t=� 2573 O 0 I N N N M n °2573 2567 2567 L .29 O + + a O ° N N n a a + + + + + + + O n + + + + + + + + + + LIMITS 0 nISTIJRRANCF m p0 _,0 / 119 2574 WILLOW INVESTMENTS, LLC DB 291, PG 330 y BILLY SMITH FARMS, LLC DB 101, PG 438 PIN: 4022 -17 -2762 OpO0,� PIN: 4012 -88 -3420 MATCHLIN �vaA \v s�ys�� 8 RIFFLE _ THIS SHEET 123 +67� N po cb X , SECTION 11 2568 / _,0 / 2574 ?s % 2573 X— SECTION 2568 X— SECTION 7 POOL X— SECTION 8 RIFFLE 2573 123 +67� N po cb 2 2572 124+ 1. 3 / J END TRI TARY I A M 2567e ui °v Lq n 2572 v 0 rl 2567 N 2571 N 0 2570 o Lo N O 25660 N N N 2570 N N cq^ fCN °0 2566 N N v'o 2569 N '�40 n N N " 2565 2569 ao n v 0 2568 2565 N ria N n Oivi'i 2568 2567 in O " O " a n u') lD 0 o in n n + + N + + + + + 2567 o n O O o o N u) o " N n n o " o a a " 2564 o to n N� n X00 + + + + + + + 2564 + N N �N N 2563 2563 O n O_ "_ o N O in u) O N o in Lo o Lo O O + + + + N N + + n n It + + + < + " " O + + + to + n n + + 00 + co + 2573 / _,0 / 2574 ?s % 2573 X— SECTION 6 X— SECTION 7 POOL 2573 v 0 2572 2573 123 +67� N po ° 2 2572 124+ 1. 3 / J END TRI TARY I =MAIN S M n 2571a n ° N n Lq n 2572 IN -- a___� N 2571 N 2571 no 0 2570 o c O N ° °pDp0 N a 0 N 2570 N N cq^ fCN °0 N N rl N v'o 2569 N '�40 n N N " 2569 2569 Qm n Lo ro 0 2568 2568 N N m " o " o o O " 2568 2567 in O " O " a n u') lD 0 o in n n + + N + + + + + 2567 o n O O o o N u) o " N n n o " o a a " -n " o to n + + + + + + + + + + + + + + + LEGEND: — THALWEG —TOB —TOP OF BANK — BOTTOM OF BANK — CENTERLINE FLOW —RIP RAP STABILIZATION —OPEN WATER AREA* —EDGE OF WATER* — LIMITS OF DISTURBANCE —EASEMENT MARKER POST (* AT TIME OF SURVEY) CONSERVATION EASEMENT 0' 80' SCALE 1 " =80' 1' CONTOUR INTERVAL WILLOW INVESTMENTS, LLC DB 291, PG 330 PIN: 4022 -17 -2762 2574 / _,0 / 2574 ?s % / I I X— SECTION 6 RIFFLE 4 2573 v 0 00 X569 2573 123 +67� N po ° N 124+ 1. 3 / J END TRI TARY I =MAIN S M 2572 o 4n n ° N n Lo 2572 IN -- a___� - -� O rl N 2571 zs I O f / / 2571 cn a LL 2570 z ogQ W cq^ 2570 Z oiS v'o �� 2569 In w N N " 2569 Qm N U 0 2568 H DATE- 2568 o " o o O " O in O " N N n n o a in O " O " a n u') lD 0 o in n n + + + + + + + + + + + + + + + + X—, SECTION 11 72 / _,0 / / ?s % / I I EL. 256 .3 I N "2 0 W �I U / 256 00 X569 co CF I zo �W 123 +67� N L0514 ° .L. 68 124+ 1. 3 / J END TRI TARY I =MAIN S M STA 14 5. N 14 +44.93 SINGLE V N RM EL. 2565 I BILLY SMITH FARMS. LLC DB 101, PG 438 PIN: 401 2-- 88 -3420 J M AKIN STEM 1 < i 1 �9 I TOP 0 BANK \ �THAL G II I /X— SECTION Zoe 11+58.34 m A OSS VANE o -` EL. 568.61 N° z {— SECTIO 7 N 0 'I M LOOF BANK ��1i1 ►, N 8 IC 1 o_ I / v I z�mR, m o'00 M p�too I o IV 1' 1 l LA J V LLC Q -16) PB 9, P 4256 PIN: 4022 2 #6945 ' 2569-_ LINE SHEET 4 m 1 +1999 CRO S V NE EL. 256 .3 I W �I U / 256 00 X569 co CF I zo �W / Z / / J 0: s6s X O t Y e zs I O f / / co N cn I BILLY SMITH FARMS. LLC DB 101, PG 438 PIN: 401 2-- 88 -3420 J M AKIN STEM 1 < i 1 �9 I TOP 0 BANK \ �THAL G II I /X— SECTION Zoe 11+58.34 m A OSS VANE o -` EL. 568.61 N° z {— SECTIO 7 N 0 'I M LOOF BANK ��1i1 ►, N 8 IC 1 o_ I / v I z�mR, m o'00 M p�too I o IV 1' 1 l LA J V LLC Q -16) PB 9, P 4256 PIN: 4022 2 #6945 ' 2569-_ LINE SHEET 4 U J � 0- C7°' 0 $ Z xI8 NE 5 -w co CF I zo �W Z 0: O t Y e zs I O 0 cn W LL z ogQ W w jo X� � Z oiS a W In w Q W U Qm U 0 H DATE- SURVEYED BY: DSTIEGT DRAWN BY' DSVEGT REVIEWED BY: DST PROJECT: 1LSOP004 FILE: oa�e a+ffx F�NL A4AIIRT.DWO SCALE: HEE 3 of 11 LEGEND: — THALWEG —10e —TOP OF BANK — BOTTOM OF BANK — CENTERLINE FLOW —RIP RAP STABILIZATION ® —OPEN WATER AREA* f —EDGE OF WATER* — LIMITS OF DISTURBANCE — EASEMENT MARKER POST (* AT TIME OF SURVEY) CONSERVATION EASEMENT m� La tl z WILLOW INVESTMENTS, LLC 0 DB 291, PG 330 PIN: 4022 -17 -2762 1 T D 40' OF 36" CMP IN= 2560.03 OUT= 2559.57 SHEET 3 NOTES 1. SEE SHEET 1 FOR GENERAL NOTES. 2. ELEVEN (11) PAGE DOCUMENT IS NOT VALID WITHOUT TITLE SHEET. AS —BUILT SURVEY BY: TURNER LAND SURVEYING, PLLC SURVEYED APRIL 20 -23, 2010 80 0' 80' 160' SCALE 1"=80' 1' CONTOUR INTERVAL J J U, (L W E � U W° Z � J 0 s C+ LL O = w LL OZ ga } wwo > g Iwo a 5 ca co co u)w Qw U Qm U 0 DATE pgndpt0 SURVEYED BY: DSTIEGT DRAWN BY: DSTIEGT REVIEWED BY: DST PROJECT: TLS-09-004 FINAL ASaKTDM SHE 4 of 11 2556 J rl 2556 o X— SECTION 9 POOL � o 25554 ,4 N N�/ � � 2555 Lo � N 0 8 � N N N 255 N N ,' N 'o N - -� 2554 2553 a Aa ci -n o lo n rn F_ �f W=W F 2553 O N N N �$ N N MN a N N 2552 0 `� N LnG N W, In €a O g 2552 I` N NN N NW I.L LL 11 ,, 2551 g Q W w� 2551 o n o o _o n o N o o p o 4 o o o N M n v a Ln in to 4 w o n o o n a0 o a0 o 0, + + + + + + + + + + + + + + + + + + + 2555 U qm U 2555 0 X— SECTION 10 RIFFLE DATE 08H02070 SURVEYED BY: 2554 DRAWN BY' DSTiEGT REVI SY: DST an N`O o�� FILE: cRoo anmc RWIL A9lURT.DMq SCALE: v ��, 2554 a0 n a0 �� N 00 ,nn �, nj n ao T m T a0 2553 v u? N n rn v `O N M ri N u'�i n 2553 �n N U) w) N N N M N � ,.� h 0) N N N N N 2552 N N 0) N N 'o N Ln N 2552 N N 2551 Lo n 2551 lo lo 2550 r N lo 2550 o o �n O o_ u) o N n o n o u) o Lo o N M M It in u) t0 in (0 o n in n o a0 + + + + + + + + + + + + + + + + + LEGEND: — THALWEG —TOP OF BANK — BOTTOM OF BANK — CENTERLINE FLOW —RIP RAP STABILIZATION —OPEN WATER AREA* —EDGE OF WATER* goo — LIMITS OF DISTURBANCE ■ I — EASEMENT MARKER POST (* AT TIME OF SURVEY) - OHE WILLOW INVESTMENTS, LLC DB 291, PG 330 PIN: 4022 -16 -2071 WILLOW INVESTMENTS, LLC, DB 291, PG 330 PIN: 4022 -17 -2762 0ff-05° -9623 ON�� --- .._...... .... - oN�/ / WILLOW S ❑HE ❑HE / CONDB SEEP STABILIZATION STRUCTURES .... ...... _... -- - -._... PB 9. PG 456 TRACT #2 \� / PIN: 4022-25 -6945 CE NOTES 1. SEE SHEET 1 FOR GENERAL NOTES. 2. ELEVEN (11) PAGE DOCUMENT IS NOT VALID WITHOUT TITLE SHEET. ' Ld 1 AS —BUILT SURVEY BY: TURNER LAND SURVEYING, PLLC SURVEYED APRIL 20 -23, 2010 80' 0' 80' 160' SCALE 1 " =80' 1' CONTOUR INTERVAL J - a t . m 8 � W � N N�/ 0 8 5 Z F_ �f W=W F O Zo ZS I 0 €a O g I` NW I.L LL 11 ,, O g Q W w� > w (� U) 2 9 Z g oo a = o (AWE Q W U qm U 0 DATE 08H02070 SURVEYED BY: DSTIEGT DRAWN BY' DSTiEGT REVI SY: DST PROJECT: FILE: cRoo anmc RWIL A9lURT.DMq SCALE: v ��, SHEET: 5 of 11 /' \ IDY W' SEXTON WYATT D8 110, PG 456 PIN: 4022 -06 -3257 2552— CONSERVATION EASEMENT STABILIZATION \ \\ STRUCTURE o, / r v WILLOW INVESTMENTS, LLC \ DB 291, PG 330 rLFjA CONS &R30 ;IONPGEA STENT \P8 9, PG 456 TRACT PIN: 4022-011-9623 -9623 <''O LEGEND: - THALWEG —TOa -TOP OF BANK - BOTTOM OF BANK - CENTERLINE FLOW -RIP RAP STABILIZATION -OPEN WATER AREA* -EDGE OF WATER* - LIMITS OF DISTURBANCE - EASEMENT MARKER POST (* AT TIME OF SURVEY) WETLAND AREAS 5 & 6 DR FA M RD — CE NOTES 1. SEE SHEET 1 FOR GENERAL NOTES. 2. ELEVEN (11) PAGE DOCUMENT IS NOT VALID WITHOUT TITLE SHEET. AS -BUILT SURVEY BY: TURNER LAND SURVEYING, PLLC SURVEYED APRIL 20 -23, 2010 S66 CONSERVATION 25g6 2584 EASEMENT 2582 - -uu, 258 / WILLOW INVESTMENTS, LLC DB EE 291, NNPC 33EE0 !� CONDBRVA5O PGE 165MENT PB RR9q,, PC p 456 � 2is�A PIN: 4022 T05- 9623 \ SEEP �Fj1� 2 STRUCTURES ON S) WILLOW INVESTMENTS, LLC D9 291. PC 330 �S�O nRM Flo PIN: 4022 -16 -2071 L0 N 0 rn rn WILLOW INVESTMENTS, L DB 291, PG 330 �$ PIN: 4022 -16 -2071 7C I O m� �0 o� \ N �s �s \ ss 50' 0' 50' 100' SCALE 1"=50' 1' CONTOUR INTERVAL U m J z_ a m U. 09 cm co 2551 22 WILLOW INVESTMENTS, LLC DB 291, PG 330 O PIN: 4022-16-2071 DR FA M RD — CE NOTES 1. SEE SHEET 1 FOR GENERAL NOTES. 2. ELEVEN (11) PAGE DOCUMENT IS NOT VALID WITHOUT TITLE SHEET. AS -BUILT SURVEY BY: TURNER LAND SURVEYING, PLLC SURVEYED APRIL 20 -23, 2010 S66 CONSERVATION 25g6 2584 EASEMENT 2582 - -uu, 258 / WILLOW INVESTMENTS, LLC DB EE 291, NNPC 33EE0 !� CONDBRVA5O PGE 165MENT PB RR9q,, PC p 456 � 2is�A PIN: 4022 T05- 9623 \ SEEP �Fj1� 2 STRUCTURES ON S) WILLOW INVESTMENTS, LLC D9 291. PC 330 �S�O nRM Flo PIN: 4022 -16 -2071 L0 N 0 rn rn WILLOW INVESTMENTS, L DB 291, PG 330 �$ PIN: 4022 -16 -2071 7C I O m� �0 o� \ N �s �s \ ss 50' 0' 50' 100' SCALE 1"=50' 1' CONTOUR INTERVAL U m J a cm W 14 o a �� t W Z J Z 0 Zs Z O 2 O H U) W U- 0 z }ga H � WW o W cp Z co 9 a O m (A w QW Ix U Qm U O DATE: OS/,IY20,o SURVEYED BY: DSTIEGT DRAWN BY' DSTIEGT REVIEWED BY: DST PROJECT: FILE: CRAB CIrEEIc RNK 118- BUILT.DWO SCALE: HEE 6 of 11 C/0000 '0 N N N N N N N N N N N N N N N N N (T (r U1 UI m m 0) 01 O 2606 1 � � - -- - - - - - -- 2 261 5 -20- O O 0 0 O O O TA 105 +65 STEP-PO 2605 70 N (o 01 OD O N 0 -- (3) OD O N 0) OD 2617 9 105 +00 +20 +40 +60 +80 106 +00 +20 +40 +60 +80 107 +00 +20 +40 +60 +80 108 +00 +20 m O y 9 ? m +40 v comma +60 2 M M r +80 m Z �n M 109 +00 Z y O +20 v C +40 C �u <z x cn +60 m I 0 5;W D ZC X +80 F CC O < < 110+00 N Z� C.I � < 2593 18 259520 1 STA 109 +89 67 - -- 2593 95 - — 2594 38 �- 1 100 +00 - - - 2616 68 26173 261172 +20 -- -- - -- -261699 — 7 2616185 +40 - - - -- - -� 261658 261644 2616 113 OL +60 - -- - - - - - -- 261603 26156 STEP POOL 261491 2615 821 +80 - - 261495 STA 100 +72 76 1 261466 26143 2615 33 101+00 -- -- -- --- - 1- 2614153 - -- 1 261471 +20 - - - -- - - - - - -- - �- - - 2613 98 +40 -- -- -STEP- POOL -- 2612 85 2614 02 STA 101 +44 36 2613 35 +60 - -- - -- 2613 11 261358 _ 2612193 1 +80 - - 2613 06 STEP POOL 26113 18 2611 38 STA 101+9 85 102 +00 - -- I -2-61-1-5-9 - -- - 261 1 93 2611103 I 261 1 49 2611 60 X I ED +40 - -- 261 1 51- C 2611 23 +60 - 2610 68 -- -- 2610 25 O +80 - - -- - - 2610 81 -- - - - Z 103 +00 - -- -- 2610187_ STEP POOL X 2610 98 Q 2609 36 STAB 103 +07 57 +20 26085 9 _ 60873 260965 +40 260935 STEP POOL 260753 2609 52 +60 STA- 103 +54 98 - -L- -- 2608 22 2607 62 2608 58 +80 - 2607-14 -- - - - - - - - - 2607 17 1 2608 17 104 +00 - i�lm7 2607 9P POOL 65 +20 260"'r- 260669 STA-104 + -13 39 - -- 2606 54 +40 2606 39 _ _ 1 I 2601 87 -2606 73 -I +60 2606 16 - 260603 +80 !` 260524 I 105 +00 - 26j 5 19 260556 tv +20 +20 - I - - -- - - - -- -- N N N N N N N N N N N N N N N O N N �r cn cn cn Ln rn rn rn rn rn rn rn rn rn rn rn rn rn O C7 N 0) 00 O N 00) OD O O O 0 0) 0 00 rn 00 REVI KM DATE AND INFRAL TRIBUTARY - LONGITUDINAL PROFILE o AS BUILT SURVEY OF TURNER LAND SURVEYING, PLLC UT TO CRAB CREEK STREAM & WETLAND RESTORATION 3201 C�nrldpe OAlle RalalQh NC 27604 — (91675.1376 SCO# 06-06784 -01A _ L ,Q.,.am - oti,,,,�,1e�mcm EMICE AU EGHANY COUNTY NORTH CAROLINA . www TURNEFUMMURVEYM mm 2605 56 605 51 2606 1 I -- - - - - -- - - - - - -- 2 261 5 -20- 2605 02 TA 105 +65 STEP-PO 2605 70 260439 2604 141 260471 -- -- — — - - - - -- 2603 -83 26014 87 260414 I 260411 ---2603-7v i 260433 603 71 2603 10 - - - - - -- - - - -- - - -26021 90 - -- - 1 2602 95— — - - I 2602 63 I 260265 260251 STEP POOL 2601 1 18 2602 44 - -- - - 2 2601 4 43 S - - -- - 2601 3 26011 2 28 2601 07� 2600149 -- - - �- -- - - 2600 77 � - -- - _ __259925 STEP1 P POOL 13 2599 61 2600 10 i 2599 69 -- - - - — — 2599 -59 - - 2599 39 - - -- -- - STEP -POOL OOL - 2 - -- I I I 2 2598 73 2598 81 — - - 2 2597 77 259868- - - 91 - - 2 2597 34 _I 2598 31 -- 2597 51 259732 2597 1 11 597 1 14 - 2 2596 38 92_STEP P POOL - -- 2596 46 S 56 2595 3 33 I — ____25959 — 2596 11 I - -- — 59569 - - - 2595 2 24 _ 2 100 +00 - - - 2616 68 26173 261172 +20 -- -- - -- -261699 — 7 2616185 +40 - - - -- - -� 261658 261644 2616 113 OL +60 - -- - - - - - -- 261603 26156 STEP POOL 261491 2615 821 +80 - - 261495 STA 100 +72 76 1 261466 26143 2615 33 101+00 -- -- -- --- - 1- 2614153 - -- 1 261471 +20 - - - -- - - - - - -- - �- - - 2613 98 +40 -- -- -STEP- POOL -- 2612 85 2614 02 STA 101 +44 36 2613 35 +60 - -- - -- 2613 11 261358 _ 2612193 1 +80 - - 2613 06 STEP POOL 26113 18 2611 38 STA 101+9 85 102 +00 - -- I -2-61-1-5-9 - -- - 261 1 93 2611103 I 261 1 49 2611 60 X I ED +40 - -- 261 1 51- C 2611 23 +60 - 2610 68 -- -- 2610 25 O +80 - - -- - - 2610 81 -- - - - Z 103 +00 - -- -- 2610187_ STEP POOL X 2610 98 Q 2609 36 STAB 103 +07 57 +20 26085 9 _ 60873 260965 +40 260935 STEP POOL 260753 2609 52 +60 STA- 103 +54 98 - -L- -- 2608 22 2607 62 2608 58 +80 - 2607-14 -- - - - - - - - - 2607 17 1 2608 17 104 +00 - i�lm7 2607 9P POOL 65 +20 260"'r- 260669 STA-104 + -13 39 - -- 2606 54 +40 2606 39 _ _ 1 I 2601 87 -2606 73 -I +60 2606 16 - 260603 +80 !` 260524 I 105 +00 - 26j 5 19 260556 tv +20 +20 - I - - -- - - - -- -- N N N N N N N N N N N N N N N O N N �r cn cn cn Ln rn rn rn rn rn rn rn rn rn rn rn rn rn O C7 N 0) 00 O N 00) OD O O O 0 0) 0 00 rn 00 REVI KM DATE AND INFRAL TRIBUTARY - LONGITUDINAL PROFILE o AS BUILT SURVEY OF TURNER LAND SURVEYING, PLLC UT TO CRAB CREEK STREAM & WETLAND RESTORATION 3201 C�nrldpe OAlle RalalQh NC 27604 — (91675.1376 SCO# 06-06784 -01A _ L ,Q.,.am - oti,,,,�,1e�mcm EMICE AU EGHANY COUNTY NORTH CAROLINA . www TURNEFUMMURVEYM mm r ) co o � � m � � o TRIBUTARY — LONGITUDINAL PROFILE N (p N N N N N N (T U Ln Ln Ln Ln N N N N N N Ln Ln Ln (T U Ln N Ln TURNER LAND SURVEYING, PLLC V V V OD 00 00 00 0) 00 O N O 00 OD OD to (D (O 4� rn 00 O N t0 rn 115+00 1 - 110 +00 2593 95 2584 2411" 1 125943 8 +20 25841 2 +20 12594 28 258371 2593 75i +40 - - -'I -- - 1 2584 09 +40 1 259323 -258390 2583 55 +60 - - -- - 258360 +60 STEP POOL 2582 97 2 183 26 1 2 59256 259335 1 1 STA 110 +7 28 2592 186 +80 - - 2582513 2582 86 +80 -- 259271 258231 1 259260 116 +00 a - I 111+00 1 259208 2582 1�5 2592148 2 581 64 1 2591 97 I 1 2592 35 +20 i i +20 2592 31 2581 52 1 I 592 35 2581 53 I 2592 04 +40 - - 2581 14 - -� +40 2591 07 258 8 2580 93 1 STEP POOL 2591 63 59150 258120 259101 +60 - - - 2580113 - -ST A 1 -16 +55 00 -- +60 - 2591 12 1 2580 68 2590 417 2580 10 1 259066 +80 - _ L- - 2580 38 i +80 2590150 ' 2580 118 2579 98 2589 87 117 +00 _ 112 +00 I 2580 12 258908 1 +20 t _ _ _ 96 1 +20 2589 -83,- X I 2579 1 257982579 10 7 2590 O6 C +40 -1 - 257927 - - +40 "f -08- I 2579 23 2590 D 2579 0 2579 48 i 258961 1 X 2578 E- 2589 51. 1 +60 '2578 -29 - - +60 r 21589621 2589 19 1 ' O I 257823 Z +80 - - 2578 -17 - - -j I +80 2588'85 - 1 G) 12578 2571139 27 2589 13 X 118 +00 � 2578 14 1 257802 _ ; _ _ 113 +00 L 2588 47 - 1258818 1 O N 2577 48 1 2588 6 2589 08 % t� m 2577 76 258852 C7 = m +20 - - - 2577 -70 - -; - +20 h -' 2588 40 - 2588 10 0 O S Z 577 67 2587 84 2588 10 Z +40 ' 1 +40 1 - 2587 731 -n ; 258785 O = c I 58786 I mX m 0 m +60 , - -i v -- -- - - - -- - +60 C m 1 is 258746 STEP Z 113+075 z +80 orb- - 1 +80 2587 10 STA 88 - , 258740 O N 1 19 +00 w, 0 ' �� - -- - - - - -- - -- - 114 +00 258699 2587 07 2586 J78 258732 2586 46 ��o 1 258677 258684 _ o1m I 2586 23 +20 r +20 - 2586-37 — - - 1 2586 03� 10 58553 c c +40 -Z I ; - — +40 -- < M D x (n i I 1 258539 m 1 +60 - t j F +60 D Zc: -0 o 2575 56 i 258498 N +80 - +80 I - - - -- C 257,477 N o < i 2574 0 2584 584 58 148 I � � 120 +00 G 2574148 - � - i - -� - - 115 +00 - N - 257429 1 W C) W 57442 1 2573 89 I I 258'+1_4 p _u + 0 J - -- - - -- +20 - -- - - r r N (T N N N N N N (r L1i Ln Ln Ln Ln N N N N N N Ln 0 Ln Ln U Ln N Ln P, OD OD 00 w O) 00 O N 46 O) 00 00 OD (D (D (D O) OD O N 4� (D () co o � � m � � o TRIBUTARY — LONGITUDINAL PROFILE REV1810N6 DATE AND DiIiIAL AS -BUILT SURVEY OF UT TO CRAB CREEK STREAM & WETLAND RESTORATION SCO# 06- 06784 -01A ENNICE ALIEOHANY COUNTY NORTH CAROLINA L TURNER LAND SURVEYING, PLLC _ X01 ,C ffcm _ DNC 38 uwur 7URNEMAWDSURVEYING OOm POINT # NORTHING EASTING ELEVATION DESCRIPTION STRUCTURE # 1216 1028624 9643 1422606 4586 261582 TW /RS TRIBUTARY STEP POOL 1 1222 1028607 2108 1422613 5467 261533 TW /RS 1227 1028590 4341 1422611 1613 261471 TW /RF 1234 1028558 3151 1422598 6776 261402 TW /RS TRIBUTARY STEP POOL 2 1238 10285451222 1422595 8207 261358 TW /RS 1242 1028536 8258 1422590 2809 261293 TW /RF 1252 1028514 5093 1422593 4060 2613 18 TW /RS TRIBUTARY STEP POOL 3 1257 1028497 0886 1422599 9612 261259 TW /RS 1262 1028482 4430 1422602 0187 2611 60 TW /RF 1277 1028412 1411 1422641 2430 261098 TW /RS TRIBUTARY STEP POOL 4 1285 1028400 4511 1422663 1176 260965 TW/RF 1291 1028394 4046 1422683 3923 260952 TW /RS TRIBUTARY STEP POOL 5 1294 1028387 5129 1422696 9876 260858 TW /RS 1300 1028368 6639 1422705 6676 260817 TW /RF 1304 1028347 2289 1422707 0195 2607 65 TW /RS TRIBUTARY STEP POOL 6 1311 1028329 8882 1422710 9862 260654 TW /RF 1341 10282356642 1422701 1710 260570 TW /RS TRIBUTARY STEP POOL 7 1352 1028212 7652 1422684 1965 260487 TW /RS 1372 1028187 7165 1422682 6270 260433 TW /RF 1385 1028123 2797 1422733 5426 260244 TW/RS TRIBUTARY STEP POOL 8 1390 1028111 5121 1422736 7255 260187 TW /RS 1395 1028097 7849 1422741 0698 2601 07 TW /RF 1400 1028063 1417 1422737 4171 2600 61 TW /RS TRIBUTARY STEP POOL 9 1412 1028028 8625 1422751 7725 259939 TW /RF 1418 1028018 7159 1422776 0444 259881 TW/RS TRIBUTARY STEP POOL 10 1424 1028008 3493 1422788 2254 259831 TW/RS 1431 1027993 1815 1422793 3759 259751 TW /RF 1442 1027946 2561 1422791 0664 259692 TW /RS TRIBUTARY STEP POOL 11 1445 1027935 8953 1422790 4839 259656 TW /RS 1450 1027924 9648 1422797 6429 259611 TW /RF 1460 1027891 4352 1422826 5366 2595 20 TW /RS TRIBUTARY STEP POOL 12 1578 1027875 4955 1422839 1255 259438 TW /RF 1595 1027819 6319 1422828 3030 259335 TW /RS TRIBUTARY STEP POOL 13 1603 1027792 7390 1422827 2700 259260 TW /RF 1797 1027562 9642 1422883 5788 258769 TW /RS TRIBUTARY STEP POOL 14 1808 1027553 2702 1422868 9681 258732 TW/RS 1816 1027543 1811 1422864 8108 258684 TW /RS 1820 1027528 8698 1422867 6680 258603 TW /RF 1877 1027313 8163 1422909 7218 258120 TW /RS TRIBUTARY STEP POOL 15 1882 1027303 6419 1422917 3965 258068 Thy 1889 1027287 9387 1422916 8514 1 258038 TW NOTES 1 SEE SHEET 1 FOR GENERAL NOTES 2 ELEVEN (11) PAGE DOCUMENT IS NOT VAUD WITHOUT TITLE SHEET AS -BUILT SURVEY BY TURNER LAND SURVEYING, PLLC SURVEYED APRIL 20 -23, 2010 10466 1026949 4558 1423086 7771 257410 TBR/XV TRIBUTARY CROSS VANE 16 10498 1026961 6449 1423083 9098 257273 TW /XV 10501 1026958 5756 1423093 3163 257342 BBUXV 10642 1026952 2554 1423098 7527 257448 XV 10517 1026898 4942 1423089 9632 257220 BBULS TRIBUTARY LOG SILL 17 10518 1026901 7364 1423083 9346 257220 BBR/LS 10520 1026899 7498 1423086 9648 257212 TW /LS 10529 1026866 0962 1423070 6710 2571 09 TW /LS TRIBUTARY LOG SILL 18 10530 1026869 0401 1423068 1258 257132 BBR/LS 10531 1026866 0505 1423074 1754 257131 BBULS , 10552 1026784 8851 1423075 0180 256929 TW/XV TRIBUTARY CROSS VANE 19 10553 1026770 1873 1423075 9480 257098 XV 10554 1026776 9093 1423081 7558 257034 XV 10559 1026772 5550 1423073 7487 257097 BBR/XV 10577 1026738 2246 1423129 1468 256843 TW /LS TRIBUTARY LOG SILL 20 10580 1026735 1722 1423126 1253 256862 BBR/LS 10581 1026741 0481 1423130 0715 256858 BBULS 10712 1026846 4718 1423139 2560 257085 TBR/XV MAIN STEM CROSS VANE 1 10732 1026851 9957 1423163 8477 257059 TBUXV 10788 1026864 5720 1423159 6449 256861 TW /XV 10795 1026846 2716 1423141 4279 257093 XV 10799 1026845 9153 1423155 3036 256892 XV 11394 1026624 7859 1423164 8085 256535 TW /SAV MAIN STEM CROSS VANE 2 11457 1026600 4934 1423170 3925 256759 SAV 12617 1026600 8118 1423169 4844 256752 SINGLE ARM VANE 12618 1026606 1123 1423167 9438 256695 SINGLE ARM VANE 12619 1026608 9788 1423166 8704 256649 SINGLE ARM VANE 12620 1026613 3284 1423166 0287 256633 SINGLE ARM VANE 11469 1026567 3698 1423210 9937 256539 TW /XV MAIN STEM CROSS VANE 3 11471 1026554 7440 1423209 7874 256612 XV 11475 1026559 0939 1423224 8397 256707 XV 11299 1026202 3097 1422966 1934 256275 TBR/XV MAIN STEM CROSS VANE 4 2523 1026180 8651 1422976 1330 256280 TBUXV 2607 1026199 1644 1422985 5227 256059 TW /XV 12299 1025967 4056 1422745 1966 255731 TW /XV MAIN STEM CROSS VANE 5 12301 1025966 3025 1422729 2784 255799 XV 12307 1025952 3141 1422729 2290 255929 XV 2287 1025912 8698 -- 1422512 0160 I- 255444 TW /XV - — — MAIN STEM CROSS VANE 6 2338 102590.12519 1 1422290 5238 255270 j____TW/XV _ MAIN STEM CROSS VANE 7 _ 1 LEGEND TW - THALWEG XV - CROSS VANE LS - LOG SILL RF - RIFFLE SAV - SINGLE ARM VANE TBR - TOP OF BANK RIGHT TBL - TOB OF BANK LEFT BBR - BOTTOM OF BANK RIGHT BBL - BOTTOM OF BANK LEFT J Z U = z U) i all W H Z O O W W a Q � oz }gQ Z a( W co 12 1 H W o 0 J U m0) 0 fbWQ) aw N U QED U O H °A MM64070 SURVEYED BY DSTABOT IDRAWN BY REViEWED BY DIT PROJECT TLSascoa FDNL A54KMTDM NOT TO ;DALE SKEET 11 of 11 N N N N N N N N N N (n (n (n (n Cn (n cn Cn cn cn N 0) OD � OD O � � OD O N i 7 N N N N N N N Ln cn cn cn cn cn cn 4 rn rn rn -4 � � 7 - - Oo - - o - -- N rn 5 120 +00 257429 257448 12574 18 2574 42 2573 46 12573 8 +20 - -- - -- - - -- - 2573 2 2555777333 3225 2257355 +40 - - _ - —2573 06 2572 98 2572 50 223895 +60 -- - - - 1 257269--- 257239 2572153 +80 -- - - - _ _ _ - 2572 27 257264 257233 CROSS VANE, 121+00 - 257_1 74 1 257273 1 STA 1120 +97 55 257059 2571 70 +20 -_ -257_1 48 _ _ --- _ 12571 89 2571 39 +40 - 2571 25 25171 41 +60 _,_2 57_193 LoG L - 2570 8653 2572 112E - 2571 02 STA 121+68 72 +80 - - - -- - -- 11`--- 2571 61 - - - -- 2571 09 1 D 122 +00 201 -LOG SILL _ 570 6 2571 09 Z 2570 7 STA 122 +06 75 CD +20 2569 63 I- _ - - C - -- - m 257074 +40 I- - -- i - -- r 256952 O 256991 O z +60 -- - -11 - -- - z 256938 I O +80 - 2569 -26 - - -- — 2569 04 CRASS VANE 123 +00 25689 STA 69 2 2 +91 33 0 2568-2 O 2568 60 2568 71 +20 - 2568 92 - - - -- +40 - -- -- 2568 49 -- - - 2568 1 256839 +60 21567 84� - 12568 11 LOG SILL 2125 7 I 2568'43 STA 123 +67 66 +80 5680 4 256752 �E 256J23 124 +00 21567 -50 -- — - - - - 2567 50 +20 256 __- 2562567 48 25661 +40 - - -- -- - -- - - - - 6 56 6156 +60 - 41- - 5 STA 124 +61 93 +80 -L� - - - -- - -1 N N N N N N N m Obi (n v J v V D7 co O N m N N N N N N N N N N cn (n (n (n (n U1 (n Cn (n cn O N t� m m 41 m OD O N co o _r 25701 256560 2570 1 +20 - - 2564 -11- 2563 79 - ' STA 15+19 CROSS VANE 2565-39- 99 +20 +40 - -- 2563 -63 L - 256451 -- +40 +60 _256.4 i 9 -_ 2564 64 +60 - -- - +80 -- - - - - -- �2569 2568 77 2568 47 25614-77— +80 16 +00 - -- 2564138 - - - 2564 - - -- 77 11 +00 +20 - - -- 54 256845 256835 STA_ +20 - 256452 +40 56747 I +40 +60 - 2563 86 +60 -1 2567 79 +80 -- - -�- 2567 96 - +80 -� 256409 — 2567 20 17 +00 - - - - - - 12 +00 N J 2563 21 2563 35 256689 +20 _ - -_� 2 563 12 +20 STA 14 95 TRIB CONFLUEN TA z= 256545 � 2564 -67— 564 52 256 3 46 2565 a +40 1 -2565-60- 256587 +40 1 2563 13 i� m m +60 - -- - -- 256297 +60 A F o+80 - -- 2562 87 +80 2562 76 18 +00 - - -- - 13 +00 +20 256267 _F - +20 +40 - -- 2562 19 +40 -- -� 2562132 - +60 - - - - _ 2562 50 2562 03 +60 +80 -- - -2562 01 +80 N -419+00 2561 63 14 +00 C 2561 44 mD ;d Ln +20 - 2560 82— +20 D ZC O Ej +40 2560131 — +40 F cn 2560 92 2561 08 p < +60 -- __ _ +60 rT<1 0 N Z 256 11 W � < +80 -� - -- +80 2561 00 co o� 20 +00 - - -� 256066 -- 15 +00 l�n 6 _ 2560 7 N N N N N N N Ln cn cn cn cn cn cn 4 rn rn rn -4 � � 7 - - Oo - - o - -- N rn 5 120 +00 257429 257448 12574 18 2574 42 2573 46 12573 8 +20 - -- - -- - - -- - 2573 2 2555777333 3225 2257355 +40 - - _ - —2573 06 2572 98 2572 50 223895 +60 -- - - - 1 257269--- 257239 2572153 +80 -- - - - _ _ _ - 2572 27 257264 257233 CROSS VANE, 121+00 - 257_1 74 1 257273 1 STA 1120 +97 55 257059 2571 70 +20 -_ -257_1 48 _ _ --- _ 12571 89 2571 39 +40 - 2571 25 25171 41 +60 _,_2 57_193 LoG L - 2570 8653 2572 112E - 2571 02 STA 121+68 72 +80 - - - -- - -- 11`--- 2571 61 - - - -- 2571 09 1 D 122 +00 201 -LOG SILL _ 570 6 2571 09 Z 2570 7 STA 122 +06 75 CD +20 2569 63 I- _ - - C - -- - m 257074 +40 I- - -- i - -- r 256952 O 256991 O z +60 -- - -11 - -- - z 256938 I O +80 - 2569 -26 - - -- — 2569 04 CRASS VANE 123 +00 25689 STA 69 2 2 +91 33 0 2568-2 O 2568 60 2568 71 +20 - 2568 92 - - - -- +40 - -- -- 2568 49 -- - - 2568 1 256839 +60 21567 84� - 12568 11 LOG SILL 2125 7 I 2568'43 STA 123 +67 66 +80 5680 4 256752 �E 256J23 124 +00 21567 -50 -- — - - - - 2567 50 +20 256 __- 2562567 48 25661 +40 - - -- -- - -- - - - - 6 56 6156 +60 - 41- - 5 STA 124 +61 93 +80 -L� - - - -- - -1 N N N N N N N m Obi (n v J v V D7 co O N m N N N N N N N N N N cn (n (n (n (n U1 (n Cn (n cn O N t� m m 41 m OD O N co o _r 25701 2570 1 L 2569 7 12569 7 REVI910N8 DATE AND arnAL. 256912 256 - - - - 2569L02 3201 f3lenrldge DNve Relegh NC 27804 — (919761378 wm TURNERLANDSLIR SMG mn - 2569 12 _2569 36 17 �2569 2568 77 2568 47 -2566 72_ 25618 79 2568 54 256845 256835 STA_ 1_1_+58 34 _2568 61 CROi VANE 56806 6708-1-- 56747 I 256760 2567 79 2567 96 - 2�8 256738 -� — 2567 20 I 2567 14 2566 3 2565-74-- 2566131 - 256732 256689 2566 81 256575 _ x2565 _ 14 STA 14 95 TRIB CONFLUEN +05 256545 2564 -67— 564 52 SINGLE VANE ARM 256535 STA 14+4493 - 2564142 2565 01 -2565-60- 256587 7 N N N N N N N Ln cn cn cn cn cn cn 4 rn rn rn -4 � � 7 - - Oo - - o - -- N rn 5 120 +00 257429 257448 12574 18 2574 42 2573 46 12573 8 +20 - -- - -- - - -- - 2573 2 2555777333 3225 2257355 +40 - - _ - —2573 06 2572 98 2572 50 223895 +60 -- - - - 1 257269--- 257239 2572153 +80 -- - - - _ _ _ - 2572 27 257264 257233 CROSS VANE, 121+00 - 257_1 74 1 257273 1 STA 1120 +97 55 257059 2571 70 +20 -_ -257_1 48 _ _ --- _ 12571 89 2571 39 +40 - 2571 25 25171 41 +60 _,_2 57_193 LoG L - 2570 8653 2572 112E - 2571 02 STA 121+68 72 +80 - - - -- - -- 11`--- 2571 61 - - - -- 2571 09 1 D 122 +00 201 -LOG SILL _ 570 6 2571 09 Z 2570 7 STA 122 +06 75 CD +20 2569 63 I- _ - - C - -- - m 257074 +40 I- - -- i - -- r 256952 O 256991 O z +60 -- - -11 - -- - z 256938 I O +80 - 2569 -26 - - -- — 2569 04 CRASS VANE 123 +00 25689 STA 69 2 2 +91 33 0 2568-2 O 2568 60 2568 71 +20 - 2568 92 - - - -- +40 - -- -- 2568 49 -- - - 2568 1 256839 +60 21567 84� - 12568 11 LOG SILL 2125 7 I 2568'43 STA 123 +67 66 +80 5680 4 256752 �E 256J23 124 +00 21567 -50 -- — - - - - 2567 50 +20 256 __- 2562567 48 25661 +40 - - -- -- - -- - - - - 6 56 6156 +60 - 41- - 5 STA 124 +61 93 +80 -L� - - - -- - -1 N N N N N N N m Obi (n v J v V D7 co O N m N N N N N N N N N N cn (n (n (n (n U1 (n Cn (n cn O N t� m m 41 m OD O N co o 3 L MAIN STEM - LONGITUDINAL PROFILE REVI910N8 DATE AND arnAL. AS -BUILT SURVEY OF UT TO CRAB CREEK STREAM & WETLAND RESTORATION SCO# 06- 06784 -01 A ENWE ALLWHAW COUNTY NORTH CAROLINA - - - TURNER LAND SURVEYING, PLLC 3201 f3lenrldge DNve Relegh NC 27804 — (919761378 wm TURNERLANDSLIR SMG mn N N N N Ln Ln Ln Ln O N 4� 0) 30 +00 i 7� CROSS VANE 2551 255270 1 1 STA 130 +07 09 2551 03 _ +20 --- 2551 38 - 2552 17 +40 --1 - -- __ - 2551 78 +60 2551 8 +80 - 2551 69 31+00 - 2551 94 - 255205 +20 - -� - - -� 255228 +40 - - - - 2552 26 +60 -- -2552 10- 2551 65 +80 - - 2551 69 2551 60 32 +00 - - -1 2550 93 +20 - 2551-02 2551 28 +40 2551 27 25150 95 +60 -- -- - 551 59 +80 2551 -451 '2551 78 33 +00 - - N J M +20 -- -- - - - - O N 3: p m 2951 13 J �= +40 2551 -14 mD - 2 Ca m X 255084 m +60 - 255092 - cm x p 255058 m Z +80 - - -1 0 2550 79 z ti 0 0 34 +00 -- 1 255049 +20 _2550 85__J____ 255072 c� I < I?D +40 2550 99 m I D Z W +60 _2.5 0 90 255097 r C CA C +80 - - END - MAIN -STEM- p < < 255087 < m STA 34 +95138 N z� W G) W 35 +00 cn Ln Ln Ln r- O Ln N I- 0) or- n o N N N N N (n Ln Ln cn Ln I [Ull cn cp cn Ln 20 +00 -- - -t-2560 TURNER LAND SURVEYING, PLLC � G^"� omm NC zzi - (919)875-1378 rroo Llwnei921@ro.n corn — Dlumx179@mrt 00m wwwTURNERLANDSURVEYINGDom 66 +20 O N +40 0) OD 25 +00 1 256059 - - 255848 STA 120 +43 44 - -- - +20 +80 - _ _ 2555 96 +40 - - -- -1 -- -I - 2560 071 02 - +20 _ -_ 125597 - 2556 +60 +40 - 1 1 2555-84 00 +60 - -J -- - 2559 63 - +80 - - - - -255955 22 +00 - -' - - -- - 2556 255869 D Z +20 26 +00 - - -- 2555 08 - m -� 2558 84 +20 r (25539 554-04-- 9 -- -- 25511 75 Z - +40 - 255868 G) 2555 -24- +80 - - +60 255872 O 23 +00 - - - -- - - - 2555 11 0 Z - - - -- +80 +20 - _ v +40 -- Iv - 2557 -88- - -- 2554 - 76 27 +00 25�57 10 255307 255771 - C 2554144 R- VANE +20 2552 78 255287 STA 27 +07 76 STA 24 +16 30 INV CULVERT +40 - _ _ -- 2i 53 29 - - 255731 1 +60 STA 24 +216 10 255336 I +40 - 2555 - 2555 88 +60 +80 — 2553 82 _ -- 255639 25 +00 28+00 - -- -6 - - - -- -I I +20 255354 N - cn cn cn cn cn +20 cn cn 0) 0) a) 00 O N 255303 - +40 255330 J2553 81 - +60 2552 255339 83 +80 2552 - 57 255300 29 +00 2552 14 2552 19 +20 - 255272 +40 -- 2553 2515304 09- -- +60 - 1 - 2552 -58- - +80 _2552 65 30 +00 2552 63 C2R5OSS VANE 2551 27 1 STA 30 +07 09 +20 N N N N N can Ln Ln ccn (Ln O N _r� 01 0o o N N N N N (n Ln Ln cn Ln I [Ull MAIN STEM - LONGITUDINAL PROFILE REVMXM DATE AND WML 4� 0) 00 O N 20 +00 -- - -t-2560 TURNER LAND SURVEYING, PLLC � G^"� omm NC zzi - (919)875-1378 rroo Llwnei921@ro.n corn — Dlumx179@mrt 00m wwwTURNERLANDSURVEYINGDom 66 +20 -- -- - - - - - - 256090 +40 -- - 2560 26 CROSS VANE 1 256059 255848 STA 120 +43 44 +60 - 1 - -2559.-16 --1-- - 2559 76 +80 - - - 2559 5 30- 2558 88 21+00 - - -- -1 -- -I - 2560 071 1 2560 08 +20 _ -_ 125597 - 01 +40 - 1 1 l 255954 +60 - -J -- - 2559 63 +80 - - - -- - - - - -255955 22 +00 - -' - - -- - 255869 D Z +20 _ _2558 41 - - - -- m 2558 84 r +60 -- -- 25511 75 Z - 255868 G) i +80 - - - -- -I - 255872 O 23 +00 - - - -- - - - 0 Z 2558 40 +20 - _ v +40 -- Iv - 2557 -88- 12557 82 2557 89 25�57 10 255771 +80 +82 78 12558 62 STA 23 INV CULVERT 24 +00 - -- - - L - - STA 24 +16 30 INV CULVERT 255746 1 +20 -- NE 25557 255731 1 STA 24 +216 10 I +40 - 2555 -25- f - - - 2555 88 +60 - - -1- I 2556 i 5 1 i — 2557 18 +80 _ 255639 25 +00 - -- -6 - - - -- -I I +20 1 96 N N N N N cn cn cn cn cn cn � cn cn 0) 0) a) 00 O N o 9 F Ig 1 y I [Ull MAIN STEM - LONGITUDINAL PROFILE REVMXM DATE AND WML AS -BUILT SURVEY OF UT TO CRAB CREEK STREAM & WETLAND RESTORATION SCO# 06 -06784 -01A ENNICE ALLEQNANYOOUNTY NORTHCAROLINA a TURNER LAND SURVEYING, PLLC � G^"� omm NC zzi - (919)875-1378 rroo Llwnei921@ro.n corn — Dlumx179@mrt 00m wwwTURNERLANDSURVEYINGDom Appendix C Cross - Section Plots and Photos Appendix C 2610 2609 2608 2607 2606 r~ 0 z� 2605 W 2604 2603 2602 2601 +— 0+00 Cross - Section Plots and Photos Unnamed Tributary 1- Upper Cross - Section #1- Riffle Station 106 + 83 73 0+05 0+10 0+15 0 +20 0+25 0 +30 0+35 0+40 0+45 0+50 0+55 Station (feet) tAs- buat6f2f2010 UT Crab Creek Stream & Wetland Final 1 Equinox Environmental Consultation and Design, Inc Project No 857 February 2011 Baseline Monitoring Year 0 Appendix C Cross - Section Plots and Photos Unnamed Tributary 1 Upper — Cross - Section #I —Kittle (Looking at Left Bank Descending) Baseline — April 19, 2010 Unnamed Tributary 1 Upper— Cross - Section #1— Kittle (Looking at Right Bank Descending) Baseline —April 19, 2010 UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix C Cross - Section Plots and Photos Unnamed Tributary 1 Upper — Cross - Section #1— Riffle (Looking Downstream) Baseline — April 19, 2010 Unnamed Tributary 1 Upper — Cross - Section #1— Riffle (Looking Upstream) Baseline — April 19, 2010 UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix C Cross - Section Plots and Photos Unnamed Tributary 1 Upper — Cross - Section #2 — Pool (Looking at Left Bank Descending) Baseline — April 19, 2010 Unnamed Tributary 1 Upper — Cross - Section #2 — Pool (Looking at Right Bank Descending) Baseline —April 19, 2010 UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix C Cross - Section Plots and Photos Unnamed Tributary 1 Upper — Cross - Section #2 — Pool (Looking Downstream) Baseline — April 19, 2010 Unnamed Tributary 1 Upper — Cross - Section #2 — Pool (Looking Upstream) Baseline — April 19, 2010 UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix C 2602 2601 2600 _ 2599 a~ 0 2598 W 2597 2596 2595 2594 +- 0+00 0+05 0+10 UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 Unnamed Tributary 1- Upper Cross - Section #3 - Riffle Station 109 + 65.00 0+15 0 +20 0 +25 0+30 Station (feet) — As -built 6/312010 7 Cross — Section Plots and Photos 0+35 0 +40 0+45 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix C Cross - Section Plots and Photos Unnamed Tributary 1 Upper — Cross - Section #3 — Riffle (Looking at Left Bank Descending) Baseline — April 19, 2010 Unnamed Tributary 1 Upper— Cross - Section #3 — Riffle (Looking at Right Bank Descending) Baseline — April 19, 2010 UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix C Cross - Section Plots and Photos Unnamed Tributary 1 Upper — Cross - Section #3 — Riffle (Looking Downstream) Baseline — April 19, 2010 Unnamed Tributary 1 Upper — Cross - Section #3 — Riffle (Looking Upstream) Baseline —April 19, 2010 UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix C Unnamed Tributary 1- Lower Cross-Section #4 - Pool Station 123 + 11.85 2575 2574 2573 2572 0 2571 Gi3 2570 2569 Cross - Section Plots and Photos 2568 0+00 0+05 0 +10 0+15 0 +20 0+25 0 +30 0+35 0 +40 0 +45 0 +50 0+55 0+60 0+65 0 +70 0+75 0+80 Station (feet) - As -bn9t6 /3/2010 - ---Skf UT Crab Creek Stream & Wetland Final 10 Equinox Environmental Consultation and Design, Inc. Project No. 857 February 2011 Baseline Monitoring Year 0 Appendix C Cross - Section Plots and Photos Unnamed Tributary 1 Lower — Cross - Section #4 — Pool (Looking at Left Bank Descending) Baseline —April 19, 2010 Unnamed Tributary 1 Lower — Cross - Section #4 — Pool (Looking at Right Bank Descending) Baseline — April 19, 2010 UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 11 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix C Cross- Section Plots and Photos Unnamed Tributary 1 Lower — Cross - Section #4 — Pool (Looking Downstream) Baseline —April 19, 2010 Unnamed Tributary 1 Lower — Cross - Section #4 — Pool (Looking Upstream) Baseline —April 19, 2010 UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 12 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix C Unnamed Tribntary 1- Lower Cross - Section #5 - Riffle Satin 123 + 54.60 2574 2573 2572 a9i 2571 0 2570 W 2569 2568 Cross - Section Plots and Photos 2567 0+00 0+05 0 +10 0+15 0 +20 0 +2S 0+30 0 +35 0 +40 0+45 0+50 O+SS 0+60 0+65 Station (feet) — f— As- bm1t65i2010 - - - -Bkf UT Crab Creek Stream & Wetland Final 13 Equinox Environmental Consultation and Design, Inc. Project No. 857 February 2011 Baseline Monitoring Year 0 Appendix C Cross - Section Plots and Photos Unnamed Tributary 1 Lower — Cross - Section #5 — Riffle (Looking at Left Bank Descending) Baseline —April 19, 2010 Unnamed Tributary 1 Lower — Cross - Section #5 — Riffle (Looking at Right Bank Descending) Baseline — April 19, 2010 UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 14 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix C Cross - Section Plots and Photos Unnamed Tributary 1 Lower — Cross - Section #5 — Riffle (Looking Downstream) Baseline — April 19, 2010 Unnamed Tributary 1 Lower — Cross - Section #5 — Riffle (Looking Upstream) Baseline — April 19, 2010 UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 15 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix C 2575 2574 2573 2572 r~ 0 2571 w 2570 2569 2568 -1- 0+00 Cross - Section Plots and Photos UT Crab Creek- Upstream Cross - Section #6 - Riffle Station 11 + 47.00 0+05 0 +10 0 +15 0 +20 0+25 0 +30 0+35 0+40 0 +45 0+50 0+55 0+60 0+65 0 +70 0+75 Station (feet) - As -built 6/3n010 - - - - Bkf UT Crab Creek Stream & Wetland Final 16 Equinox Environmental Consultation and Design, Inc. Project No. 857 February 2011 Baseline Monitoring Year 0 Appendix C Cross - Section Plots and Photos Unnamed Tributary Crab Creek Upstream — Cross - Section #6 — Riffle (Looking at Left Bank Descending) Baseline — April 19, 2010 Unnamed Tributary Crab Creek Upstream — Cross - Section #6 — Riffle (Looking at Right Bank Descending) Baseline —April 19, 2010 UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 17 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix C Cross - Section Plots and Photos Unnamed Tributary Crab Creek Upstream — Cross - Section #6 — Riffle (Looking Downstream) Baseline — April 19, 2010 Unnamed Tributary Crab Creek Upstream — Cross - Section #6 — Riffle (Looking Upstream) Baseline —April 19, 2010 UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 18 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix C 2575 2574 2573 2572 2571 K 0 > 2570 a� W 2569 2568 2567 2566 0+00 Cross - Section Plots and Photos UT Crab Creek- Upstream Cross - Section #7 - Pool Station 12 + 02.03 0+05 0 +10 0+15 0 +20 0+25 0 +30 0 +35 0+40 0 +45 0+50 0+55 0+60 0+65 0 +70 0+75 Station (feet) TAs- bn11t6 /3/2010 UT Crab Creek Stream & Wetland Final 19 Equinox Environmental Consultation and Design, Inc. Project No. 857 February 2011 Baseline Monitoring Year 0 Appendix C Cross - Section Plots and Photos Unnamed Tributary Crab Creek Upstream — Cross - Section #7 — Pool (Looking at Left Bank Descending) Baseline —April 19, 2010 Unnamed Tributary Crab Creek Upstream — Cross - Section #7 — Pool (Looking at Right Bank Descending) Baseline — April 19, 2010 UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 20 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix C Cross- Section Plots and Photos Unnamed Tributary Crab Creek Upstream — Cross - Section #7 — Pool (Looking Downstream) Baseline —April 19, 2010 Unnamed Tributary Crab Creek Upstream — Cross - Section #7 — Pool (Looking Upstream) Baseline —April 19, 2010 UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 21 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix C UT Crab Creek - Upstream Cross - Section #3 - Riffle Station 17 + 49.02 2570 2569 2568 2567 itv 2566 �i w 2565 2564 2563 2562 A i Cross - Section Plots and Photos 0+00 0+05 0 +10 0 +15 0 +20 0 +25 0+30 0 +35 0 +40 0+45 0+50 0+55 0+60 0+65 0 +70 0+75 0 +90 0 +85 Station (feet) — As -bnHt6 /3/2010 - - --Bkt UT Crab Creek Stream & Wetland Final 22 Equinox Environmental Consultation and Design, Inc. Project No. 857 February 2011 Baseline Monitoring Year 0 Appendix C Cross - Section Plots and Photos Unnamed Tributary Crab Creek Upstream — Cross - Section #8 — Riffle (Looking at Left Bank Descending) Baseline — April 19, 2010 Unnamed Tributary Crab Creek Upstream — Cross - Section #8 — Riffle (Looking at Right Bank Descending) Baseline — April 19, 2010 UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 23 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix C Cross - Section Plots and Photos Unnamed Tributary Crab Creek Upstream — Cross - Section #8 — Riffle (Looking Downstream) Baseline — April 19, 2010 Unnamed Tributary Crab Creek Upstream — Cross - Section #8 — Riffle (Looking Upstream) Baseline — April 19, 2010 UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 24 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix C 2556 2555 2554 6 2553 x a 2552 2551 UT Crab Creek- Upstream Cross - Section #9 - Pool Station 32 + 30.85 Cross - Section Plots and Photos 2550 1 i i I I I I i I I I I I F I E i 4 0+00 0+05 0 +10 0 +15 0 +20 0+25 0 +30 0+35 0+40 0 +45 0 +50 0+55 0+60 0+65 0+70 0+75 0 +80 0 +85 0+90 Station (feet) — As- bailt6 /4/2010 UT Crab Creek Stream & Wetland Final 25 Equinox Environmental Consultation and Design, Inc. Project No. 857 February 2011 Baseline Monitoring Year 0 Appendix C Cross - Section Plots and Photos Unnamed Tributary Crab Creek Upstream — Cross - Section #9 — Pool (Looking at Left Bank Descending) Baseline — April 19, 2010 Unnamed Tributary Crab Creek Upstream — Cross - Section #9 — Pool (Looking at Right Bank Descending) Baseline —April 19, 2010 UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 26 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix C Cross - Section Plots and Photos Unnamed Tributary Crab Creek Upstream — Cross - Section #9 — Pool (Looking Downstream) Baseline — April 19, 2010 Unnamed Tributary Crab Creek Upstream — Cross - Section #9 — Pool (Looking Upstream) Baseline — April 19, 2010 LIT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 27 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix C 2556 2555 2554 e«; 0 2553 Y3 9 W 2552 2551 2550 Cross - Section Plots and Photos UT Crab Creek- Upstream Cross - Section #10 - Riffle Station 33 + 08.78 0+00 0+05 0 +10 0+15 0 +20 0 +25 0 +30 0+35 0 +40 0 +45 0+50 0 +55 0+60 0+65 0 +70 0+75 0 +80 Station (feet) +As-bnVt6 /4/2010 - - -•Bkf UT Crab Creek Stream & Wetland Final 28 Equinox Environmental Consultation and Design, Inc. Project No. 857 February 2011 Baseline Monitoring Year 0 — — — — - -- - - -- - -- - -- - -- -------------------- -- -- - -- -- — — - - -- e 0+00 0+05 0 +10 0+15 0 +20 0 +25 0 +30 0+35 0 +40 0 +45 0+50 0 +55 0+60 0+65 0 +70 0+75 0 +80 Station (feet) +As-bnVt6 /4/2010 - - -•Bkf UT Crab Creek Stream & Wetland Final 28 Equinox Environmental Consultation and Design, Inc. Project No. 857 February 2011 Baseline Monitoring Year 0 Appendix C Cross - Section Plots and Photos Unnamed Tributary Crab Creek Upstream — Cross - Section #10 — Riffle (Looking at Left Bank Descending) Baseline — April 19, 2010 Unnamed Tributary Crab Creek Upstream — Cross - Section #10 — Riffle (Looking at Right Bank Descending) Baseline — April 19, 2010 UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 29 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix C Cross - Section Plots and Photos Unnamed Tributary Crab Creek Upstream — Cross - Section #10 — Riffle (Looking Downstream) Baseline — April 19, 2010 Unnamed Tributary Crab Creek Upstream — Cross - Section #10 — Riffle (Looking Upstream) Baseline — April 19, 2010 UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 30 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix D Longitudinal Profile Plots Appendix D 2610' 3EOD 3601 3600 2605' 3604 3005 M �3 co < 3401 4 O 2600' 25x51 ]514 3515 3513 i511 2590' UNNAMED TRIBUTARY 1 /UPPER LONGITUDINAL PROFILE AS -BUILT STATIONING 105 +63 - 110 +63 Longitudinal Profile Plots 2610' 26 3aae 2605' —2 � 3601 2600' 0 4+ 2�„ C5 0 vu W 3511 2595' 3514 3515 3513 2"1 2590' • • _ -I I C/) U1 Q Q O O 0 UI � N I I O O ' I • 1 I \xI� CA W '1 1� 2610' 26 3aae 2605' —2 � 3601 2600' 0 4+ 2�„ C5 0 vu W 3511 2595' 3514 3515 3513 2"1 2590' TW AS -BUILT 6/4/2010 WS -MYO • BKF -MYO ® Vane/ Structure -MYO UTT Crab Creek Stream And Wetland Final Equinox Environmental Consultation and Design, Inc. Project No. 857 Page 1 August LO10 Baseline Monitoring Year -0 Q U1 Q Q O O 0 UI TW AS -BUILT 6/4/2010 WS -MYO • BKF -MYO ® Vane/ Structure -MYO UTT Crab Creek Stream And Wetland Final Equinox Environmental Consultation and Design, Inc. Project No. 857 Page 1 August LO10 Baseline Monitoring Year -0 Appendix U rn 9 cr 3 (D (D 2580' 35, 3s,e 35T 2575' 35,4 3s,5 3n2 3511 2570' 356, 2565' UNNAMED TRIBUTARY 1 /LOWER LONGITUDINAL PROFILE AS -BUILT STATIONING 120 +36 - 124 +33 Longitudinal Profile Plots 2580' 35,0 35T 35'16 2575' 35,s 3s-r5 35,3 2570' 35M 35s6 3566 2565' + tJ UJ �a ZN O O Q UJ Station (feet) TW AS -BUILT 6/4/2010 WS-MYO • BKF -MYO ® Vane /Structure --MYO 6 N W UT Crab Creek Stream And Wetland Final Equinox Environmental Consultation and Design, Inc. Project No. 857 Page 2 August 2010 Baseline Monitoring fear -0 /V • U7 i 1 1 1 2 Longitudinal Profile Plots 2580' 35,0 35T 35'16 2575' 35,s 3s-r5 35,3 2570' 35M 35s6 3566 2565' + tJ UJ �a ZN O O Q UJ Station (feet) TW AS -BUILT 6/4/2010 WS-MYO • BKF -MYO ® Vane /Structure --MYO 6 N W UT Crab Creek Stream And Wetland Final Equinox Environmental Consultation and Design, Inc. Project No. 857 Page 2 August 2010 Baseline Monitoring fear -0 Appendix D 2515' 27,4 25,7 26,2 2510' 25" rn � 2565' 9 25" O M' 3 2762 271 2560' 277, 2770 277, 2W 2555' 2774 .JM 2672 2»I 2550' UNNAMED TRIBUTARY CRAB CREEK UPSTREAM LONGITUDINAL PROFILE (SHEET 1 OF 3) AS -BUILT STATIONING 10 +02 - 34 +57 Longitudinal Profile Plots 5totlon (fact) TW AS -BUILT 6/4/2010 WS-MYO • BKF -MYO ® Vane /Structure --MYO 0 2515' 25,4 25n 25,2 2510' 256, 2566 ate+ 2565' � 2564 29" 2562 O 4--rtrt 2661 V 2560' O > W 2776 277, 2776 2555' 2776 2557 255] 2ni 2550' UT Crab Creek Stream And Wetland Final Equinox Environmental Consultation and Design, Inc. Project No. 857 Page 3 August 2010 Baseline Monitoring Year -0 • � • rte— • CD � t CD 5totlon (fact) TW AS -BUILT 6/4/2010 WS-MYO • BKF -MYO ® Vane /Structure --MYO 0 2515' 25,4 25n 25,2 2510' 256, 2566 ate+ 2565' � 2564 29" 2562 O 4--rtrt 2661 V 2560' O > W 2776 277, 2776 2555' 2776 2557 255] 2ni 2550' UT Crab Creek Stream And Wetland Final Equinox Environmental Consultation and Design, Inc. Project No. 857 Page 3 August 2010 Baseline Monitoring Year -0 Appendix D 2575' 2S, 2512 ]S,i 2570' ]56D ]96l 4 aas cr O a65 ]563 '\ t7 3561 2560' �+ 3534 ase 355, a56 2555' a55 a5] a5i 2550' Longitudinal Profile Plots UNNAMED TRIBUTARY CRAB CREEK UPSTREAM LONGITUDINAL PROFILE (SHEET 2 OF 3) i N + O N N W 4 In 0 UT Crab Creek Stream And Wetland Final Project No. 857 Baseline Monitoring Year -0 Station (feet) TW AS -BUILT 6/4/2010 WS-MYO • BKF -MYO ® Vane /Structure -MYO Page 4 2575' a,+ a,5 2570' 35M 35ee 2565' � ]564 6L YA5 3963 O 156 6 2560' � 2$1 W 355D 155, 3556 2555' ]554 3555 ]55] 2551 2550' Equinox Environmental Consultation and Design, Inc. August 2010 Appendix D 25,5' 25,1 »r� »,1 25,70' »6, 236, (4 2565' 4 ]364 c-r O 2365 2561 Yi ]361 2560' »56 »Sl 3N6 2555' 335s 2n2 kSrl J Longitudinal Profile Plots UNNAMED TRIBUTARY CRAB CREEK UPSTREAM LONGITUDINAL PROFILE (SHEET 3 OF 3) u' U1 U U1 UI U + + + O + N (+J 4' Station (feet) TW AS -BUILT 6/4/2010 WS-MYO • BKF -MYO ® Vane /Structure -MYO 25-75' »,3 23n 25'10' 2!N 296D 236, 29M � 2565' � »ea � 2565 � 23.2 O .3 ]361 6 2560' 2ND W 2"b 2!!7 as" 2555' 2334 2333 »52 2551 2550' UT Crab Creek Stream And Wetland Final Equinox Environmental Consultation and Design, Inc. Project No. 857 Page 5 August 2010 Baseline Monitoring Year -0 Appendix E Vegetation Plot Photos Appendix E Vegetation Plot Photos Vegetation Monitoring Plot #1 Baseline — April 13, 2010 UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 Vegetation Monitoring Plot #2 Baseline — April 13, 2010 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix E Vegetation Plot Photos Vegetation Monitoring Plot #3 Baseline — April 13, 2010 UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 Vegetation Monitoring Plot #4 Baseline — April 13, 2010 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix E Vegetation Plot Photos Vegetation Monitoring Plot #5 Baseline —April 13, 2010 UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 Vegetation Monitoring Plot #6 Baseline —April 13, 2010 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix E Vegetation Plot Photos Vegetation Monitoring Plot #7 Baseline — April 13, 2010 UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 Vegetation Monitoring Plot #8 Baseline —April 13, 2010 Equinox Environmental Consultation and Design, Inc. February 2011 Ah Appendix F Permanent Photo Station Photos Appendix F Photo Station Photos Unnamed Tributary 1 — Permanent Photo Station #1 Looking Upstream UT Crab Creek Stream & Wetland Final 1 Equinox Environmental Consultation and Design, Inc. Project No. 857 February 2011 Baseline Monitoring Year 0 Appendix F Photo Station Photos Unnamed Tributary 1 Pre- construction conditions in proximity to Photo Station #2 Unnamed Tributary 1— Permanent Photo Station #2 UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 Looking Upstream Equinox Environmental Consultation and Design, Inc. February 2011 Appendix F Photo Station Photos Unnamed Tributary 1 Pre - construction conditions in proximity to Photo Station #3 Unnamed Tributary 1 — Permanent Photo Station #3 Looking Upstream UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix F Photo Station Photos Unnamed Tributary 1 Pre - construction conditions in proximity to Photo Station #3 Unnamed Tributary 1— Permanent Photo Station #3 Looking Downstream UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 Equinox Environmental Consultation and Design, Inc February 2011 Appendix F Photo Station Photos Unnamed Tributary 1 Pre - construction conditions in proximity to Photo Station #4 Unnamed Tributary 1 — Permanent Photo Station #4 Looking Upstream UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix F Photo Station Photos Unnamed Tributary I — Permanent Photo Station #5 Looking Upstream Unnamed Tributary I — Permanent Photo Station #6 Looking Upstream UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix F Photo Station Photos Unnamed Tributary 1 Pre - construction conditions in proximity to Photo Station #7 Unnamed Tributary 1 — Permanent Photo Station #7 Looking Upstream UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix F Photo Station Photos Unnamed Tributary Crab Creek Upper — Permanent Photo Station #7 Looking Upstream Unnamed Tributary Crab Creek Upper — Permanent Photo Station #7 Looking Downstream UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix F Photo Station Photos Wetland Area 3 — Permanent Photo Station #8 Looking North Wetland Area 3 — Permanent Photo Station #8 Looking Southwest UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix F Photo Station Photos Wetland Area 3 Pre - construction conditions in proximity to Photo Station #9 Wetland Area 3 — Permanent Photo Station #9 Looking North UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 10 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix F Photo Station Photos Wetland Area 3 Pre - construction conditions looking east towards Photo Station #9 Wetland Area 3 — Permanent Photo Station #9 UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 Looking West 11 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix F Photo Station Photos Unnamed Tributary Crab Creek Upper Pre - construction conditions in proximity to Photo Station #10 Unnamed Tributary Crab Creek Upper — Permanent Photo Station # 10 Looking Upstream UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 12 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix F Photo Station Photos Unnamed Tributary Crab Creek Upper Pre - construction conditions looking upstream from Photo Station #I I Unnamed Tributary Crab Creek Upper — Permanent Photo Station #11 Looking Upstream UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 13 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix F Photo Station Photos Unnamed Tributary Crab Creek Upper Pre - construction conditions looking downstream from Photo Station #11 Unnamed Tributary Crab Creek Upper — Permanent Photo Station #I I Looking Downstream UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 14 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix F Photo Station Photos Unnamed Tributary Crab Creek Upper Pre - construction conditions in proximity to Photo Station #12 Unnamed Tributary Crab Creek Upper — Permanent Photo Station # 12 Looking Upstream UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 15 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix F Photo Station Photos Unnamed Tributary Crab Creek Upper Pre - construction conditions looking downstream towards Photo Station # 13 Unnamed Tributary Crab Creek Upper — Permanent Photo Station #13 Looking Upstream UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 16 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix F Photo Station Photos Wetland Area 7 — Permanent Photo Station #14 Looking West Wetland Area 7 — Permanent Photo Station # 15 Looking Southwest UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 17 Equinox Environmental Consultation and Design, Inc. February 2011 Appendix F Photo Station Photos Wetland Area 8 Pre - construction conditions in proximity to Photo Station #16 Wetland Area 8 — Permanent Photo Station #16 UT Crab Creek Stream & Wetland Final Project No. 857 Baseline Monitoring Year 0 Looking South 18 Equinox Environmental Consultation and Design, Inc. February 2011