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HomeMy WebLinkAbout20061760 Ver 2_Year 3 Monitoring Report_20101013��' �a{, a iiy -! +-�•`'y. a 9t��S ,Cvur„��'K� '�S rr �' r°1^ C. ON rya INI y^tf r �r TABLE OF CONTENTS 1.0 EXECUTIVE SUMMARY PROJECT ABSTRACT 1 2.0 PROJECT BACKGROUND 2 2.1 LOCATION AND SETTING 2 2.2 STRUCTURE AND OBJECTIVES 2 3.0 PROJECT CONDITON AND MONITORING RESULTS 5 3.1 VEGETATION ASSESSMENT 5 3.1.1 Soil Data 5 3.1.2 Vegetative Problem Areas 5 3.1.3 Stem Counts 5 3.1.4 Vegetation Assessment Summary 7 3.2 CHANNEL STABILITY ASSESSMENT 8 3.2.1 Cross Sections 8 3.2.2 Bank Full Events 9 3.2.3 Longitudinal Profiles 9 3.2.4 Site Stability Assessment Summary 10 Figure 1: Project Location and Drainage Map Figure 2: Monitoring Plan View Figure 3: Vegetative Problem Areas TABLES Table I. Project Mitigation Structure and Objectives 3 Table II. Project Activity and Reporting History 4 Table III. Project Contacts 4 Table IV. Preliminary Soil Data 5 Table Va. Stem Counts 6 Table Vb. Stems per Acre by Year 7 Table VI. Bankfull Events 9 Stricker Branch Stream Restoration Project i Monitoring Year 3 of 5 I APPENDICES APPENDIX A. Vegetation Raw Data APPENDIX B. Cross Sections APPENDIX C. Profile Survey and Pebble Counts APPENDIX D. Photo Logs APPENDIX E. Bank Full Event Photo Log Rainfall Graphs Stricker Branch Stream Restoration Project ii Monitoring Year 3 of 5 1.0 EXECUTIVE SUMMARY/PROJECT ABSTRACT On behalf of the North Carolina Ecosystem Enhancement Program ( NCEEP), Mid - Atlantic Mitigation, LLC (MAM) with technical assistance from Kimley -Horn and Associates (KHA) restored, enhanced and preserved 2,924 linear feet of Stricker Branch in downtown Concord, NC. Construction of the project began in April 2007 with removal of the concrete spillway of a former mill pond, and continued into January 2008 with final planting completed in February 2008. The Stricker Branch Stream Restoration Project (Project) will provide NCEEP with approximately 2,924 Stream Mitigation Units (SMUs). Stricker Branch was designed using a Rosgen Priority I restoration approach in the old pond bed and a Priority II restoration approach for all existing stream channel. All designed channels are Rosgen C4/5. The project is divided into three sections, the Lower Section below Sign Drive, the Middle Section between Sign Drive and the old pond spillway, and the Upper Section which includes the relic pond area. Upper Section: The concrete spillway of the mill pond was removed and the remaining water drained from the pond. This was completed in Spring of 2007 and the pond area was allowed to "dry out" for approximately 6 months. Priority I restoration was done on this section. There is a rip rap spillway between the storm water BMP pond outside of the easement and the new channel. Work on the pond area was completed in January 2008, which completed the construction portion of the project. Middle Section: Priority II stream restoration was done in this section. There are two rip rap areas protecting storm water out fall pipes. There is also a sewer line crossing upstream of the culvert and bridge at Sign Drive with two A -vane, step pool structures in this area, which are not part of the conservation easement or restoration. A runoff swale was incorporated as a storm water feature by digging a shallow channel for the runoff to enter the stream, which was then protected with matting, seeding and live stakes. Lower Section: Work below Sign Drive was completed first, in August of 2007. This section of the project has had ample time to stabilize and has already held up well through several bank full events as documented in the photo log in Appendix E. Priority II restoration was done in this section, with the exception of two sewer line crossings which are not included in the restoration or the conservation easement. A constructed swale diverts storm water from an adjacent parking lot to a stabilized outlet, before entering the stream. Based on the As -built drawing, and subsequent survey work the Stricker Branch Site yields 3,009 stream mitigation units (2,1691f R x 1 = 2,169 priority II R; 840 if R x 1 = 840 priority I R; 2,169 + 840 = 3,009 SMUs). Several easements bisect the project including two 30 ft City sewer lines and a 60 ft County sewer line (totaling 120), and a crossing for the primary land owner (30 feet). The reach from bottom edge of the Duke Power Easement below McGill Road to the center line of Irish Buffalo Creek is approximately 3,235 feet. Stricker Branch Stream Restoration Project I Monitoring Year 3 of 5 Monitoring Plan The third year of monitoring for the Project began on July 29th, 2010. Survey work was completed on September 15th. Strategies and methodologies laid out in the Monitoring Plan will be followed for a minimum of five years of monitoring. The stream will be monitored for stability of dimension, pattern, and profile using standard practices including permanent cross sections, longitudinal profile, and pebble counts. Standardized, permanent (I Om by IOm) vegetation plots will be monitored for species diversity and survival. Monitoring data will be analyzed to determine what remedial actions if any are required and any remedial actions proposed will be detailed in the following monitoring report. 2.0 PROJECT BACKGROUND 2.1 LOCATION AND SETTING The Stricker Branch Stream Restoration Site (Site) is located in the City of Concord, Cabarrus County, North Carolina on McGill Avenue next to the Gibson Mill redevelopment project off Highway 29. A location map is included as Figure 1. The project site is located in the HUC 03040105 and in the urbanized EEP Targeted _ Watershed 03040105020040 of the Yadkin River Basin and the 03 -07 -12 sub - basin. The project watershed is approximately 1.6 sq. mi. flowing into Irish Buffalo Creek, a 303(d)- listed stream. The majority of the Site consisted of highly unstable, incised and straightened stream channel which had been highly altered, degraded, and entrenched i with almost no woody vegetation. The upper section of the project area was historically an impounded water supply for the former textile mill. This former textile mill has been purchased for redevelopment into a mixed use commercial and residential project, now known as Gibson Mill. The lower section was deeply entrenched /incised and highly unstable with strong visible evidence of actively failing banks. This section was sparsely wooded and contained invasive species such as Chinese Privet. 2.2 STRUCTURE AND OBJECTIVES The objective of the restoration approach was to restore the site to a more naturally functioning stream system designed to address impairment issues typically associated with highly disturbed urban stream systems. The goals include: • The project will provide ecological, functional lift to the existing system by restoring the stream and riparian habitat to a stable stream type and vegetative community that is appropriate for its particular valley and watershed conditions. • Water quality will be improved by reducing sediment load through stabilization, and nutrient and other pollutant input will be reduced through the addition of forested riparian buffers planted with native species. • Forested buffers and reconnection with an active floodplain bench will improve channel hydraulics and system capacity. • Improvements to the ecosystem include the addition of in- stream habitat using in- stream structures and bank revetments such as root wads and log vanes. Stricker Branch Stream Restoration Project 2 Monitoring Year 3 of 5 • By providing an appropriate mix of native forest vegetation to create an appropriate canopy and under story, the soil structure will improve, leaf litter will be established to support aquatic and terrestrial ecosystems, and shading and cooling will provide improved water quality. Together, these improvements will provide functional uplift for the watershed as a whole. The dimension, pattern, and profile were restored using Rosgen Priority I and II natural channel design techniques, which stabilized the banks and added flood storage and habitat diversity. The objective of using these techniques was: • To create a stable bank full dimension and allow greater than bank full storm events access to the floodplain. • To create a pattern that is appropriate and stable for the given stream and valley types. • Stream profile was adjusted to decrease the slope by adding length. This improves the channel's ability to handle the sediment load without aggrading or degrading. • The plan also incorporates the use of storm water BMPs located both outside and inside the conservation easement to attenuate and treat runoff from the surrounding development and associated impervious surfaces. The stream restoration project and associated conservation easement are surrounded by a larger project involving the redevelopment of the old textile mill by South Paw Investors. The stream buffer design will help control access to the restored channel while allowing for some passive public access and visibility to the restored channel. A water quality detention pond located at the upstream end of the project site was constructed in conjunction with the stream restoration efforts. South Paw Investors will be responsible for the pond and its associated maintenance, which is not within the conservation easement. Table I. Project Mitigation Structure and Objectives Table MITIGATION SUMMARY RESTORATION TYPE PRIORITY 1 (1:1) PRIORITY 2 (1:1) TOTAL MUs % RESTORATION STREAM LENGTH (FEET) 795 2129 2924 100% STREAM MITIGATION UNITS 795 2129 Stricker Branch Stream Restoration Project 3 Monitoring Year 3 of 5 Table II. Project Activity and Reporting History *Project was delayed for approximately 2 months by difficult land closings and city access agreements. Original contractor broke ground in April 2007. Disagreements pertaining to construction scope and quality arose between MAM and original contractor in August 2007. New contractor was assigned to project in November 2007. Table III. Project Contacts Project Manager Activity or Report Calendar Year of Completion or Planned Completion Actual Completion Date Restoration Plan January 2007 January 2007 Construction February 2007* January 2008 Temporary /Permanent seeding February 2007 February 2008 Containerized Plantings March 2007 February 2008 Mitigation Plan May 2007 March 2008 Year I Monitoring December 2007 October 2008 Year 2 Monitoring December 2008 October 2009 Year 3 Monitoring December 2009 October 2010 Year 4 Monitoring December 2010 Seed mixes provided by IKEX Year 5 Monitoring December 2011 *Project was delayed for approximately 2 months by difficult land closings and city access agreements. Original contractor broke ground in April 2007. Disagreements pertaining to construction scope and quality arose between MAM and original contractor in August 2007. New contractor was assigned to project in November 2007. Table III. Project Contacts Project Manager 1960 Derita Road Mid - Atlantic Mitigation, LLC Concord, NC 28027 Rich Mo ensen 704 782 -4133 Designer 4651 Charlotte Park Dr Kimley -Horn and Associates Inc. Suite 300 Charlotte, NC 28217 Will Wilhelm 704 333 -5131 Construction Contractor 343 Chapman Drive Earthwork Inc. Sanford, NC 27330 Dan Wood (919) 718 -6812 GW Liles Construction Co. Inc. 325 McGill Ave. Suite 120 Concord, NC 28026 Planting & Seeding Contractor 9305 -D Monroe Road HARP Charlotte, NC 28270 Alan Peoples (704) 841 -2841 Seed mixes provided by IKEX Nursery Stock provided by Native Roots Nursery (Formerly Southern Shade Monitoring Performers 1960 Derita Road Mid - Atlantic Mitigation, LLC Concord, North Carolina 28027 Christine Cook 704 782 -4140 Stricker Branch Stream Restoration Project 4 Monitoring Year 3 of 5 3.0 PROJECT CONDITION AND MONITORING RESULTS 3.1 VEGETATION ASSESSMENT 3.1.1 Soil Data Table IV. Preliminary Soil Data Series Max Depth in % Clay on Surface K T OM % Chewacla- 70 18-35 .28 5 1 -4 3.1.2 Vegetative Problem Areas Mimosa trees (Albizia julibrissin) have encroached upon the easement from the adjacent tree line into the areas of Cross Sections 5 and 6. These few individuals are easily managed by cutting and may also be treated with herbicide in spring. A small population of kudzu (Pueraria Montana) has appeared up stream of Veg Plot 4. This problem will be treated quickly and will be monitored with the goal of complete eradication. Growing - conditions in the Middle Reach are the most difficult for the planted species and has experienced a surge in herbaceous growth this season. Unfortunately the area (approximately 2 acres) is dominated by Lespedeza cuneata. Johnson Grass (Sorghum halepense) is also present to a lesser degree than the lespedeza and also shows some degree of stress in the driest conditions. The entire site is stabilized and vegetated with native woody and herbaceous species, which are still doing well despite competition, particularly in the Upper and Lower reaches. A map of the vegetative problem areas is located with the figures preceding Appendix A. 3.1.3 Stem Counts Four hardwood planting zones were established as follows: Zone 1 — Stream Bank; Zone 2- Riparian/Bank full Bench; Zone 3 — Transitional; and Zone 4 — Upland. Live stakes were installed along the new constructed channel within Zones 1 and 2; and in some areas of Zone 3. Plantings were spaced approximately 3 feet apart and differed in sizes ranging from 0.25" to 2" in diameter and 2' to 5' in height. Zones 2 — 4 consist of bare root seedlings in the first half of the lower section and 1 gallon containerized plants, which were planted 3' to 12' apart throughout the project. A reduction in the percentage of nuisance vegetation in areas with existing vegetation to less than 15% will indicate establishment of native wetland vegetation. Study plots showing that the composition and density of vegetation in the restoration areas compares closely to the reference areas will indicate restoration success for vegetation. Success will be gauged by stem counts of planted species. Stem counts of over 320 woody stems per acre after 3 years and 260 stems per acre after 5 years will be considered successful. Photos taken at established photo points should indicate maturation of riparian vegetation community. Photographs will help to capture the health of the planted vegetation and the severity of any invasive or exotic species that establish within the Site. Permanent vegetative plots have been established at 6 locations. The success of vegetation plantings will be measured through Stricker Branch Stream Restoration Project 5 Monitoring Year 3 of 5 stems counts. These plots will be used to sample primarily Zones 1 through 3. Each plot covers 100 square meters for tree counts. Within each plot, a 1 meter plot will be sampled to measure herbaceous coverage. During the counts, the health of the vegetation will be noted. In addition to stem counts, the samples will inventory species diversity to allow for comparison between the reference and restoration wetlands and track the percent cover of nuisance species. The vegetation survey will occur during the growing season. On July 29th, 2010, the second year- vegetative monitoring was performed on the established vegetative plots. Exhibit Table Va: Stem Counts for Each Species Arran ed by Plot Year Initial 1 Survival Plots Totals Totals Year 2 Year 3 Year 4 % 1 2 3 4 5 6 Species Totals Totals Totals Alnus serrulata 2 7 5 3 2 28% Aronia arbuti ora 1 1 1 4 1 3 4 2 50% Betula ni ra* 5 3 1 1 1 7 8 9 1 11 100% Celtis laevi ata 3 3 1 1 3 100% Cephalanthus occidentalis 1 0 0 0 0% Cornus amomum 2 25 4 4 2 <1% Fraxinus enns lvanica 1 1 2 2 1 1 3 100% Hamamelis vir iniana 1 4 1 8 8 8 5 62% Lindera benzoin 2 2 100% Liriodendron tuli i era 3 2 1 5 7 5 4 11 100% Nyssa sl atica* 1 1 2 5 4 4 4 80% Quercus 1 rata 1 1 2 100% Quercus michauxii 3 1 1 1 3 100% Quercus ni ra* 6 2 2 4 1 1 3 1 5 5 1 7 18 100% Quercus hellos 3 2 1 6 6 6 6 100% Salix ni ra* 1 7 5 14 12 19 13 92% Totals 17 16 17 10 11 16 95 63 71 87 92% Totals w/o Vols. 14 13 14 10 10 13 95 59 63 74 78% Stricker Branch Stream Restoration Project 6 Monitoring Year 3 of 5 Table Vb. Stems per Acre by Year 3.1.4 Vegetation Assessment Summary Vegetation success will be defined as tree survival to meet 320 stems per acre (SPA) after three years and 260 stems per acre after five years inside the permanent vegetative plots. Herbaceous cover greater than 75% coverage after five years will be considered successful. After the Year 2 vegetation counts; Plot 6 was found to be below 320 SPA, Plot 4 was found with an SPA of exactly 320, and Plot 1 was borderline with an SPA of 360. A replant was done in February 2010. Plot 1 currently contains 737SPA. This number does not include a handful of volunteers including six cottonwoods, one river birch and one water oak. It is unlikely, but not impossible that the water oak is a volunteer, but is more likely an individual missed during earlier counts. If managed properly, cottonwoods are native, desirable volunteers well suited to the on -site conditions. Herbaceous cover was greater than 75 %. Plot 2 continues to do well with an SPA of 520. No stems were added to this area during the replant. A large river birch on the outer limits of the plot (not included in the baseline count) is now being included in the annual count. Two additional river birch and one black willow volunteer were noted in the plot last year and this year and added to the grid. Two winged elm volunteers and a cottonwood volunteer were also noted this year. Herbaceous cover was greater than 75 %. Plot 3 contains 560 stems per acre not including volunteers. Two previously uncounted water oaks were noted this year and added to the grid, they are currently being treated as volunteers. Herbaceous cover is greater than 75 %, however native species have been dominated this season by lespedeza cuneata and some sorghum halepense. Out of concerns that it would continue to sustain damage from sand deposition during and resulting from bankfull events, Plot 4 was moved after the replant. The current stem count in the new location is 400 SPA after the replant. Several individuals may simply have been missed, only 2 of 5 were confirmed dead by the presence of a dead stem. All Stricker Branch Stream Restoration Project 7 Monitoring Year 3 of 5 Initial 2008 2009 Replant 2010 2011 2012 Plot 480 360 360 800 737 Plot 680 680 680 680 520 Plot 560 440 400 760 560 Plot 720 440 320 600 400 Plot 720 240 480 480 400 Plot 840 200 280 840 520 Total 673 393 420 693 523 Total w /vol - 446 540 826 686 3.1.4 Vegetation Assessment Summary Vegetation success will be defined as tree survival to meet 320 stems per acre (SPA) after three years and 260 stems per acre after five years inside the permanent vegetative plots. Herbaceous cover greater than 75% coverage after five years will be considered successful. After the Year 2 vegetation counts; Plot 6 was found to be below 320 SPA, Plot 4 was found with an SPA of exactly 320, and Plot 1 was borderline with an SPA of 360. A replant was done in February 2010. Plot 1 currently contains 737SPA. This number does not include a handful of volunteers including six cottonwoods, one river birch and one water oak. It is unlikely, but not impossible that the water oak is a volunteer, but is more likely an individual missed during earlier counts. If managed properly, cottonwoods are native, desirable volunteers well suited to the on -site conditions. Herbaceous cover was greater than 75 %. Plot 2 continues to do well with an SPA of 520. No stems were added to this area during the replant. A large river birch on the outer limits of the plot (not included in the baseline count) is now being included in the annual count. Two additional river birch and one black willow volunteer were noted in the plot last year and this year and added to the grid. Two winged elm volunteers and a cottonwood volunteer were also noted this year. Herbaceous cover was greater than 75 %. Plot 3 contains 560 stems per acre not including volunteers. Two previously uncounted water oaks were noted this year and added to the grid, they are currently being treated as volunteers. Herbaceous cover is greater than 75 %, however native species have been dominated this season by lespedeza cuneata and some sorghum halepense. Out of concerns that it would continue to sustain damage from sand deposition during and resulting from bankfull events, Plot 4 was moved after the replant. The current stem count in the new location is 400 SPA after the replant. Several individuals may simply have been missed, only 2 of 5 were confirmed dead by the presence of a dead stem. All Stricker Branch Stream Restoration Project 7 Monitoring Year 3 of 5 missing individuals were replants. Plot 4 contains herbaceous cover greater than 75% with a composition similar to Plot 3. Plot 5 now contains 400 stems per acre without counting volunteers. No trees were added to this area during the replant. A two year old river birch and winged elm are the only volunteers present in this plot. Plot 5 contains greater than 75% cover with mixed grasses dominating, including some lespedeza cuneata. As a result of scouring during an over bank event in 2009, Plot 6 was moved to more protected area slightly upstream. Plot 6 was difficult to count due to dense herbaceous growth, many individuals have exceeded four feet in height are now easier to locate, however many individuals were not found. Even with these difficulties Plot 6 contains 520 SPA not including volunteers. Several volunteers including green ash, winged elm, black gum and box elder were noted in the plot. Overall, the Year 3 plant count indicates 78% survival and 493 stems per acre for the site, not including volunteers. This rate of survival and stems per acre is right on target for achieving Year 5 goals. In Appendix A, the vegetative survey data tables show the actual counts of each species found per plot. Stressed and dead plants were also noted. 3.2 CHANNEL STABILITY ASSESSMENT 3.2.1 Cross Sections Sand deposition has continued to a lesser degree in 2010, but past sand deposits continue to work their way down through the channel. Depth of CS 1 (Pool) shows that sand deposited in 2009 has washed out. On CS 2 (Riffle) the cross section survey indicates a reduction of sand deposits within the stream bed. The pebble count indicates a slight increase in sand particles of all sizes, however fine gravel showed the greatest increase in this monitoring year. The survey results can vary somewhat in sand bottomed streams if the survey rod is allowed to sink into the sand and the surveyor doesn't take this into account. The survey graph shows that sand continues to be deposited on the both banks. CS 3 continues to show fluctuations on the left bank. Field observations indicate the cross section is stable with some minor sand and silt deposition. Pebble counts do not indicate a significant increase in sand or fine sediment from previous years. The banks of CS 4 are virtually identical to the 2009 survey, however some sand deposition within the pool has occurred. CS 5 and 6 are located at the end of the upper section (former pond area) where the concrete weir was removed. Both cross sections match up very well with the 2009 survey indicating stability. The Cross Section plots are located in Appendix B. Stricker Branch Stream Restoration Project 8 Monitoring Year 3 of 5 3.2.2 Bank Full Events A Crest Stage Gage (CSG) was originally located near Vegetation Plot 2, below Sign Drive in the lower section of the project, on stream bank left. The gage was routinely getting buried in sand and debris and was therefore moved to stream bank right where the elevation is slightly higher and there is less sand deposition. The first event of 2010 was a major storm, nearly submerging the CSG. The local USGS rain gage at the Concord Regional Airport indicated that approximately 2.9 inches of rain over a 24 hour period in the area. The CSG was found to be triggered on a site inspection on March 5th, 2010. The most likely event preceding this inspection was 2.19 inches of rain recorded on February 5th, 2010. Rainfall records indicated 1.72 inches of rainfall from March 28th to 29th, 2010. The CSG was inspected on April, 28th having registered this event. Documentation is shown in the Bank Full Event Photo Log in Appendix E and in the table below. Rain fall data is also presented in table form in Appendix E. Exhibit Table VI. Bankfull Events Site Visit Date Associated Rainfall Event Date Rainfall Amount (Inches) Method Documented 1/25/2010 1/24/2010- 1/25/2010 2.90 Photos 3/5/2010 2/5/2010 2.19 CSG 4/28/2010 3/28/2010- 3/29/2010 1.72 CSG 3.2.3 Longitudinal Profiles Flash flood type rainfall events and related bankfull events, which are common in urbanized areas, are a regular occurrence on the Stricker Branch site. Generally, large amounts of sand have and will likely continue to work through the system and move downstream. Parts of the profile indicate stability while others remain highly variable. Evidence of sand deposition is most notable below the bridge at Sign Drive. The system is designed to continue moving this sand downstream during bankfull events and survey results indicate that this is occuring. Bed material was also sampled at one riffle in each section on Cross Sections 2, 3, and 5. Cross Section 5, in the upper section, indicated an increase in coarse sand and fine gravel and a relatively even distribution of larger bed material. Cross Section 3, in the middle section, indicates a relatively even distribution of all particle sizes in the gravel category and does not indicate an increase in sand or fine sediment. Cross Section 2, in the lower section, showed a slight increase in fine to coarse sand particles and a more significant increase in fine gravel. The graph shows a shift towards finer particles due to sand deposition below Sign Drive. In Year 1, accumulation of sand was most noticeable in the middle section. Some of this sand in the middle section is still noticeable, but major sand deposition shifted to the lower section below the bridge at Sign Drive in Year 2 and continues to move through the system in Year 3. As mentioned above, this sand has and is expected to continue migrating downstream. Stricker Branch Stream Restoration Project 9 Monitoring Year 3 of 5 3.2.4 Site Summary and Remedial Actions Overall, the stream channel has stabilized well and weathered multiple bankfull events. Sudden, severe, flash flood type events are typical of urbanized streams. No significant repairs were undertaken in Year 3 other than supplemental planting and livestaking. Livestakes and other bank stabilizing plants have experienced a surge in growth since Year 2 monitoring. At approximately Station 650, concrete debris found in the pond during construction was buried in the stream bank and subsequently exposed during high flow events. This area was repaired and has stabilized completely. A Photo Log for these activities is located in Appendix D. The herbaceous vegetative cover has also developed a healthy and diverse community throughout most of the site. The planted trees and shrubs have also done well and are supplemented by an existing buffer community which will provide a seed source for volunteers well suited to the current site conditions. Invasive species treatments will begin this fall and/or next spring and early summer to reduce or eliminate the populations from the site. Stricker Branch Stream Restoration Project 10 Monitoring Year 3 of 5 \ m N N \ m \ \ \ "aaaJ 0�e�n8 ysia 1 � / 09 000£ C O U (L Y N N m U c a� C . N CL W '+- O O O - a D w Cup s I-- O O N � I 1 O c-I X E O r-I +r O d 4, O O fC C m C 41 v w INVI V) 0) C) r, 00 N rl N �L �L O O C O M V to J •1C•+ J C N L •� m i s N m W 0 C) N ti O co O a M LOL II U O co M S M N 1 � 1 � 1 1 1 ' 1 1 1 � 1 � ' ' C SZ 1 � � 1 1 � CL 1 � 1 1 1 1 I7; � ' N , 1 r ( X 1 1 ) 1 , � 1 O 1 O 1 1 1 N 1 ' ' o 1 1 osr 4g , 1 I 41' ' ' 1 1 1 L ' L 1 , ' 1 ' 1 1 `^ I [� _ / 1 �J 1 1 I 1 1 f 1 f 1 I 1 f I 1 I 1 1 f 1 \ 1 \ 1 \ 1 \ 1 \ 1 \ 1 \ 1 \ � 1 O / 1 / 1 / C O U (L Y N N m U c a� C . 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O L!1 0 F O N U Q ILI W C) 0) _ O v v Y N O V a c 00 � O L_ O O M N W LL 7 > N — 7 _u ddj i r i c O .4 f mll Ill m. ul o I.0 Ln d' N Ol lT Ol Ol 00 00 00 00 00 00 Ln LO Lfl Lf) Lll Lf) Ul Lf) Ln Ul 3 3 s a � o � 0 N 7 M 00 7 N OO cy� [� U 00 .--: rO DD r` \O a, r` N N M .--: ,n O M O V1 N �/] O Q\ Q\ O N Q\ M 00 00 O 00 [, I� 00 r` M r- a� �O V n O In r ,I V1 V rl -t W V In In a` 'O O w w r` 00 t r w N O 00 ^ O, a, •--: D\ •--: O N O N ' > D\ ,n U ,n w ,n 00 vi w ,n w vi w ,n w In w vi 00 -n w n 1 w In w In w ,n G- ,n w ,n w In 00 ,n 00 vi w ,n w ,n w ,n w ,n a, In a, ,n D\ ,n D\ vi a` ,n a, v1 M y v 3 a, D, r v) a\ M �S N l� oC vi M M N �O O N O a0 N Q, M O 'n ^ �a N O O �O OO ^ M O oo V � C7 ,n O C 00 M 06 7 -- 00 m 'n �p r U ri In r o vi U (V 'n 00 V 'o, `D O O .i r ^ N M t � V1 'n V1 In 'n d 3 a, W 0 0 IN C V) W 00 O "1 N ,n 00 O 1, -r 00 1 rl N O N O M R U a\ o0 00 D 00 !` G7 00 00 vi 00 In 00 In 07 O 00 w 00 w 00 N U ,n ,n V1 ,n V1 V1 �n V1 V1 V'1 V1 V) cd v Gi+ M N �O 00 In C O O N a0 r` 10 N o0 011 a\ 10 O In r v1 00 ,n N �O V 10 'n 10 In 10 r 10 00 a� 00 ^, � L" 1 7 L R 00 d LL 0 O rn v1 07 ^ N O a, In �l O O O M r- C1 l`1 r t` '7 000 00 00 r4 ! 4 c D, 00 Yo w V, w 00 D1 ,n 'n vl V1 ,n In ,fl ^ R N O 10 In v� O O lo rl� In R d L 7 y L W 00 v Gi. O t O ^ oo M 7 N N ,n c ,n a, 10 V7 a, D\ M o0 M V1 oo tN N V W V W N V h Q` a� O N .. p'D j w c o N rn ^ a, o0 00 w 00 N 00 ✓1 00 7 00 00 w w 00 0o w N rn N rn ,n ,n In In In In In In In In .n In 7 > `O c 0 h vri v0`i "o r- aa, N_ O n G 0 O K r N O 0o M ^ r o0 7 N G U) p N ,n Cl p O O 00 N a U N N G 00 O N N N O n Q A F- ctl rp LJ) C ) v a n s p O ti x 'n w w LiI m I It 07 m O W O N Q Lrl M .� I �. C O m 00 p ',. O :. Ln Q N O ru N w .. Lfl 0. O L!1 0 Ln O N U Q C) 0) v v Y O V 00 O L_ O O M N W LL N — 7 ddj i r i -1 O f ul o I.0 Ln d' N Ol lT Ol Ol 00 00 00 00 00 00 Ln LO Lfl Lf) Lll Lf) Ul Lf) Ln Ul N_ O n G O K r O 0o M ^ r o0 7 N G p N ,n Cl p O O 00 N a U N N G 00 O N N N O n Q A F- ctl rp Q C ) v a n s p 000 ti x 'n w w LiI m I It 07 m m W W L G n O f _ { R 1 0, p 00 Ll1 N^ V N_ LL ,Nww V / v V M N N^ O O N V N O O^ oo N Ln NOO O m 0 r o 00 N m F ti Q N L F-' R c0 Lv, O Q Q A R O Ln V a o0 y `n ri v 3 a O w w w w L4 � w w Jr 0] CO W m Ln O Ln V m N 1-1 O m Oo r lD Ln Ol Ol M M M M 00 0o W 0O 00 Ln Ln N Ln Ln Ln Ln Ln Ln Ln Ill 0 7 R O N II. C � C V > w c O L r'' [[WLL R O w O N V) M V) V) V1 M 00 �n M 01 M V1 M r -- N r 0p O r m M N a0 O oo V V1 N r M r N In vl p M N O O O, a, O` O, o0 w r r �O �o �O �O �O �0 �O r W w 0, 0\ 13 V1 V1 V) Vl 00 V) 00 V) 00 V) 00 V) OO V1 QO In 00 V1 00 V) DO V) 00 V) 00 V1 00 In 00 V) W In 00 V1 C7 In 00 V1 00 In 00 V) 00 V1 W V1 00 V) C, V1 0, V1 O, V1 0, V) M > y ro � v M 01 7 d' N U 0\ 01 In M — O+ V1 n M U r �n M r 00 0p V1 M r O V) ^ G N M "O o0 o0 O� N 7 V1 00 r N r M O C, n �0 U O 00 V1 V1 O, V �O C p O — — r — 10 O 'V' r '7 � o r o, O N M M 7 V1 oo M r N V1 o, N r •R O ^ N N M M M 7 V 7 V V V V) In V) Vn Vl In In "O 'O r r r 00 o0 L 7 L w u O C 00 V1 It V) In D\ r OO N V1 N a0 N -t O M N C, 00 10. O r M V1 -- QN V1 ---: W Q` W 0000 Oro Oro 0.0 0w0 00 OHO 00 0�0 Q, G, N > Vl Vl In In In In n Vl V) 'n V) Vl n Vl � v w V1 U M O1 O — a0 07 Q1 M 10 N O Q, DO In n r U N 7 ^ M N r N V '7 V 7 7 In V1 10 r 00 00 R W W L O L L P R 00 u [i 0 o O r r M 0 o v N N 10 N In o0 O r O V CJ� N d N C O 01 Vl Vl OO Vl OO In o.0 Vl n OHO Vl 0w0 In a, V) co u o v 10 a -t In In — �0 7 O N U O N o0 ❑ p M V r 00 d L 7 R 00 d W .. O O Ln N Vr'1 O �p N O M O v C M O 00 'O 10 �o 10 O` O` M I'" F In In ono In m In In C7, � 7 i w Q In ^ 00 o o r In n ! J 00 0 .6 V1 C N In o v v In In r oo W G n O f _ { 1 0, p 00 Ll1 N^ V ,Nww V / v V M N N^ O N V O O^ oo N Ln NOO O m 0 r o 00 N m F ti Q N L F-' R c0 Lv, O Q Q A R O Ln V a o0 y `n ri v 3 a O w w w w L4 w Jr 0] CO W m Ln O Ln V m N 1-1 O m Oo r lD Ln Ol Ol M M M M 00 0o W 0O 00 Ln Ln N Ln Ln Ln Ln Ln Ln Ln Ill N G n } O G 0, p 00 N^ � M N N^ N O O^ oo N NOO m 0 r o 00 N F Q N L F-' R c0 Lv, Q Q R O M V a o0 y `n v 3 W w w w w L4 w 0] CO W m O 0 N Y Q N N M CIO L (li } M O O N Y Q N 4J } 00 0 0 N !Z v Ln c-I v } 00 O O N 4J LL 3 Q W M N U I-i O Ql 00 n W In -zr cr1 N V--r 0 o rn am rn rn rn rn rn rn rn w w In In Ln Ln Ln rn N Ln Ln N v L O O N 7 O- O N OO 10 N ^ cf M � M r Q, 0 000 7 �O N � r o0 00 N N_ LL G 00 CD v O r M W y .n H R �y � v O O c! O G j 00 In Q rn ID b N w G. C1. O Ij O R In > N W O v L 7 R ^ u Ls. 0 N d G v O R V > N d W7 C O R t' 1 UL w R d O N V O 7 W N 7 O r O '7 r � C 10 Q` 10 O, O In 1:71 N N D\ � 'n N O N M In r N r r ll� M N V V O 7 O O, 01 C, 00 i` In .4 '� �' n N N N N N N N N M M't V M M M M In In ' o, In O1 In C, In O, In o` In U In , In O� In O, In P In O, In O, In U IfI Ol In O, In U In U In o\ In � In ol In U IfI O` In a` In O\ In a, In a, In U In O1 In ON In M > y R W N M_, O1 M M O In r -- r � I/'1 N N_ O N 'n r N r 7 7 00 O 00 7 1'- h � In M In V O 7 M V' m O S O p O r O d' r d' o, N 'n In �O r I> O -- N M --Y In r O N V o0 ^ � -- - In In ,!, In In 10 10 �O 10 r r o0 R d L 1 7 — V O O V 00 M s c v r M oo v rn— O� \O oo W 7 7 7 M M N M N In N o0 N 7 U O� R a, Q. U U 01 41 o U O` U Q` U D` N > In In In In In In In In "I In In In In In In In In N r 'n 7 0 M In oo V O �O a\ O r 0 7 00 C O O v In'o Or oo O N M V V 7 t In VrI Il L �"J R Y O V M ^ 'o In ° o, rn In I+i rl m 'n m f In v e p o In o. In of In T ,n o ,n a ,n rn In a\ In ol In o. In v > RS O N IO '1 ON oo O O 00 N N N o0 �f o, V O N 00 O 'n In 10 110 00 L F 00 Gz O O 00 N In In � � O 00 O, In O, X00 V 0`00 M In N <t N N �o N 7 V^ 'n 6r., .. O L rn 'n rn In rn In rn In rn In o+ In o, 0, C!, 0, W In I 0 0o rn rn r rn v n" v N N r In In o� N O M rt 7 00 In 000 R W M N U I-i O Ql 00 n W In -zr cr1 N V--r 0 o rn am rn rn rn rn rn rn rn w w In In Ln Ln Ln rn N Ln Ln N O O N 7 O- O N OO 10 N ^ cf M � M r Q, 0 000 7 �O N � r o0 00 N G 00 CD v O r M W y .n H R �y � v O c! O G j 00 In Q rn ID b w G. 0 0 N Y 1? Q) ro L v r 0) 0 0 N Y IZ a N L 00 0 0 N >Z N N r-1 41 } 00 0 0 N LL Q N N �n G O C.I L 0 N O � N .5" R oti oho � O O N U V N N u LL 00 O 000 N O O+ N ri O � N 0 10 00 C P N a. O � O R u C O u L R u O N a � v d W c 0 R R 6! O N N In ^ V1 M ,n �O M �, CJ M r ^ r O N — O M N r N In �n M ^ r �D r O Q` V N r oo M Uj l6 In In ,n vl V er 7 M M N N N N ^ N -- N N M 7 V 00 U O ' W Q\ In o� In O� In o In D, In D` In Q` In In ,n In In In In ,n V1 P �n In ,n a, In a, ,n U V, U In O, In O+ V1 of In a V1 In U In � In o, ,n o\ In O, ,n O 'o M y ro W rn n r r^ rJ oo M Cl oo v o7 o r r o In N o o rn v v v r o n o o Vl M O "o N N M V1 M M ^ N 00 V1 �O M O M Vl M O 7 p r et O, M ,n r o0 0� Q` O N N M �O o� N 7 In In ,n �O r O M r O U 00 .R N N M M M M M M 7 V d' � 't V ,n In ,n In V1 In 'n ID to to u - L R a, V LL O O ol C oo lO v ,n O -t O o, O a — Q` N ct M 7 In 'o U O N R 0` ,n of In O1 n T �n a, Vl a, V1 01 V1 cl 'n a, V7 V7 O, V1 U �n Q` 'n of In U In of In O to N k^ M M O ,n to M N Q\ M Vl �n N •.-• r O O vi oo r oo ,n O oo ^O CO r 0 r r M 7 V O In M ,n V In V ,n r 1n M 10 oo 'o C� r L � 3 0 w u O r n N r m a � r � Oo c v° rn a, rn 0 c, N 7 4\ U G O t 'o 000 O � L •� R 00 iL O o N oo ^ W � �D oo 0 r In Do IN In U O O {i O In vl on In In vl ,n O, ,n v1 In ,n �o a •o > d W Q O N In \o 00 10 CJ \O o0 't 'D In U 00 rJ O o� ol O N N �n G O CJ L ^^� V C Q ate. o b ro 4�. 4j 4. CJa L] W CY7 CO 0 0 N C CL n m L v } cn 0 0 N .L� Q N to N L aJ } 00 0 0 N a-+ a v N f0 } 00 0 0 N N LL Q N N N O � N .5" oti oho � O O N U V N 00 O 000 N O O+ N ri O � N 10 00 C P CJ L ^^� V C Q ate. o b ro 4�. 4j 4. CJa L] W CY7 CO 0 0 N C CL n m L v } cn 0 0 N .L� Q N to N L aJ } 00 0 0 N a-+ a v N f0 } 00 0 0 N N LL Q v L R N u w G N ¢ C N O A 'n L > u C C u L :0 u O N d C � O R 7 > u � W C O L W r,l R u L' O_ O N [� r Vl N U 'n N r`J N �' M1 O ^ [� M f! M 'n CD � a � V1 C In 'n O O o O , a , 00 'n r- � � [, 'D 7 V M C` -I M 'n 'n M M1 r V �O 'n ^ U N V' 0 o a, o. a. C, o, o, C, rn c rn o rn 'n rn In a -n o 'n rn 'n o IC 0 10 0 'n 0 �O 10 M > � d 00 V1 M N ^ C:, ^ M N \D �D 10 G M1 'n V N Ol O G M 10 0 M G 01 V Vl O, N O� 'n O . M1 'n 'n N C p O rri M �D 00 O N -r 'n �o 00 a` O N M d' 'n M1 00 N 00 7 N M N N N M M M - 3 u L CL� L A O� u w O O N c M1 V M a. C M1 M U 00 M �D O 10 N N �D M n 'n N N N O .R M O V O V1 O 00 rT M1 w M1 � 'n N > �D 10 n n 'n oll (31 'n In � n Ol 'n n n 'n �O vi 10 10 N c v D M1^ m n rn M o n -r 'o a "o o n In p N \D C, V O, M 7 In 'o 0o O o0 00 y 1 1 � L L CQ 00 u w O N n M M 'n l� 'n Vl In CC ca > u of of M r1 �n �D o0 o 8 � u L ca v O oo M 'n K7 M1 O, 'n M1 �I. N 'n 00 w V1 00 00 N A 'n w �O N N 'n M 'n y O O O D n AD n D In v' O ^ 10 In w Q O N M 7 7 '!, 00 a0 k R O a° V N .-1 O al 00 r- lD L O O O Ol al Ol 0) Ol �p 1p Ln Ul U) L!l L(1 M O ''. p LO oo 'n ^ O y" r-1 '.. O 00 r N N ;a. Y Q O rn r` Y L!1 .c d N J .O F r O 1Z O � d N a F O C u J a � f/1 O `n tT O u`3i O p z 3 M N Lj Lt] W d cc-,i 'NC coo c�a V1 � aJ V) j Lr1 N v � i c9 aJ •M� } i@. Ll, 00 O O O O N Ln Y Q a1 } N - ¢ _ _ ._._.__. _... ___— _ __– ___... _._ Ln L (a a) i O L(l i R 00 O ^ f. O p N 0 a� LL N 1iQ O t 1 i 00 O y lz7 G O R d O N r- In o0 In M In a, 00 'D 0, 'o r O r 00 N d' r In oo y' r- O O N O l— O �c D o D 1` t� 00 c` O O O O O O O C7, U 01 a\ 01 a, a, Q, a, a, a, U ON a, a, O O Cl O M y In v1 v1 In In In In V1 In 10 �D 10 10 c0 W D` <31 M In �D O N M h 7 ^- N In `7 O 00 a, N \9 00 r O O h �O N �D t-- O, O N n �D 'D 00 a,. O O N �D O+ In N In .L N M M M M V 7 -T V V V V In In In In "n \O R u D` W O O N r -• W r! T M N 1n a+ to 00 'n N O Cl O 7 In Q` 0. C V't D1 N U 7 M IO V1 In 10 00 N M r .-• M D L, O 7 V1 O M O � O ^ O t` oo � t` M t` D\ \o � -n M 'D - N �O 0D U 'D M t` 00 00 M Ol 00 r O In O O O O O O U a\ a, a, a` a, a, a, a, a, al a\ pO CD O N S 10 10 ID z In V1 V1 In 'n In �n �/'1 In In V1 V1 \O v W t— 10 N M N N N ' N In 00 r I r- 00 �O In _; M N 7 N 'D O �o O o0 0o V U O V vi o0 et rn vn U O N N .n M t— O O 7 7 v'1 In In In \0 r 00 C C R u y 1 .1 1 R C, u d O 0 a� In 7 r ID _ N n �n V'1 M �D W V O M O -r Y 00 r V1 D` In a1 � C O O a, 01 O 'z a`. O p O O ^ R � d � W o r r In n r- r rn o; ,7 M oo r O .q u y o 1 � R 00 i gj t– O`• a, 'r, N Ol O 00 N 10 r O O W o o rn In rn of o ID w d O f O a° V N .-1 O al 00 r- lD L O O O Ol al Ol 0) Ol �p 1p Ln Ul U) L!l L(1 M O ''. p LO oo 'n ^ O y" r-1 '.. O 00 r N N Y Q V rn r` Y L!1 .c d L 11) J .O F r O 1. � � d N a F O C u J a O. `n tT O u`3i O p z 3 M N Lj Lt] W d cc-,i 'NC coo c�a aJ V) j Lr1 N i c9 aJ •M� } i@. Ll, 00 O O O N Ln Y Q a1 } N - ¢ _ _ ._._.__. _... ___— _ __– ___... _._ Ln (a a) i O L(l i 00 O O p N a� LL N 1iQ O t 1 i 00 O rJ 0 N O O CN 14� M p V oo 'n ^ N y" 00 r N a\ r7" rn r` Y N .c d J .O F R � � d a F O C u J a O. `n u`3i w z 3 w Lj Lt] W cc-,i 'NC coo c�a APPENDIX C: PROFILE SURVEY AND PEBBLE COUNTS v N N U O O O 0 [t Q1 O) 01 00 In Ln Ln O O CT W u1 0 0 0 N m O 0 O O m 0 0 O 00 N O O O O N O O O N O O O N O N a-1 O N m O L r) O 01 O } O N Q1 O O O O N O W N r-I L } O IO O L 1 O 0 N r-I O O v O } � I s a--I 00 O O O O N O � N � � LL i O -9 O O Q O 'N O O O W O O O lD O O O O O O N O O O O O O CV O Q1 n Ln u O O 00 00 O O 000 0000 L!1 111 V1 Ln 0 c 0 N M O pC O M O G O co N O O O N i O O O N O O O N O N .-1 O N M O L m O � O N Ol O 8 O N O Co N t0 O) } O IO O � O O N ri O m f0 } e-I I co O 8 O N N � O O Q O IO O O cm i O 8 to _ O O O O O O N C , S O C O N 8 M n Lf1 O U') O LO O O M N N Y V O O N O O O N N oc� O o 0 0 -0 v O O O alp �9 O N Q) 'a o 0 0 O O O O O .II Q) N Q1 CL 'O �O o 0 0 N V sIQ Q) N .Q � _ > > tL9 o N 0 M 0 � M Lo N T OD r- v .fl y w N 0 0 0 C Q) 0 0 (9 0 0 W CL r y 0 0 N 0 n N N r � C� m m U o 0 0 L O r O sO Ln M O co co (17 00 D N N N E - 6Z, . 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M N N Ln � O co O O N N N co V @ O p N O N V (fl M c- N M V CO M� co CV M= p N Q O O � CV 0 41 a a N N O N N N N N N N N N N O N N N V CL C c c c c > > > > > > > > > Q 'O a -O -0 'O �0 N co co m m ca co N ca n s� ° v c 0) ) 0) 0 0 0 O 0 0 0 0 0 u O O 0 0 0 N N— fl �- U O E E C C c 0 0 N C N O M C a � —— N N N tq O O c, 4 L� 7 f0 (B (U (6 E c N N (6 m N U U O O O O 0 E E a N (U > > > > N a0 ; ; > x � Li 6!. O 9O. 0 APPENDIX D: PHOTO LOGS -64 i! 010/07,26 i 204607/211 7ti 2010/07/26 ? 2010'071 26 08.24 `2!, 2010--n;'26 Photo Point 13 Photo Point 14 Photo Point 15 — Veg. Plot 4 Photo Point 16 Photo Point 17 Photo Point 18 r Ll 07 '29'2010 07- 29'2010 07 29,2010 41 07 '29 �21010 v , � / 1 � r t bIl2r�P' 41 07 '29 �21010 ak 4ki, °' 07. 29/2010 `b -IMF . k,�� y9 -'2010 �i �.0 N- L (� i M ,201 E OT '29.2010 ak 4ki, °' 07. 29/2010 `b -IMF . k,�� y9 -'2010 �i �.0 N- L (� i M ,201 E 1= f t1 t_ r �r i' I, {, t ,l A y r PIP Ajpppq,-, r og 24 MO Photo Point 37 Photo Point 39 Photo Point 41 Photo Point 38 Photo Point 40 Photo Point 42 — Veg. Plot 1 07.29; 2010 ` ' 07; 29 %2010 a 1'• -a � Y 4,f 41' 29 2010 07/29!2010 VINES . a4 - i `.: .. _ t `r 1 1, . 6 07/ 29 -201 0'2010 h 1 !, � sT 0 3 Y . . � - o�. ! 07, 29 2010 Remedial Activities Photo Log Live Staking Before After Before After Concrete debris Point Bar also removed Immediately following removal k *� .Ii Gil," 24/ 2010 . j 7 a,, 10;04:'2010 6 months after removal APPENDIX E: BANKFULL EVENTS AND RAINFALL 2010 Bankfull Events tog 2.9 inches of rain fell from 1/24/2010 to 1/25/2010 2.19 inches of rain were recorded on 2/5/2010, the most likely event to trigger the CSG prior to this inspection. 1.72 inches of rain from 3/28 to 3/29/2010 was the largest event recorded prior to this inspection. Rack lines and high water mark debris are easily observed throughout the site. USGS CRN 51 - 352310080424845 Date Precip Comments 1/l/2010 0 2/20/2010 0 1/2/2010 0 2/21/2010 0 1/3/2010 0 2/22/2010 0.42 1/4/2010 0 2/23/2010 0 1/5/20101 0 2/24/2010 0.17 1/6/2010 0 2/25/2010 0.02 1/7/2010 0 2/26/2010 0 1/8/2010 0.01 2/27/2010 0 1/9/2010 0 2/28/2010 0 1/10/2010 0 3/l/2010 0 1/11/2010 0 3/2/2010 0.3 1/12/2010 0 3/3/2010 0 1/13/2010 0 3/4/2010 0 1/14/2010 0 3/5/2010 0 BF recorded on CSG 1/15/2010 0 3/6/2010 0 1/16/2010 0.3 3/7/2010 0 1/17/2010 1.23 3/8/2010 0 1/18/2010 0 3/9/2010 0 1/19/2010 0 3/10/2010 0.05 1/20/2010 0 3/11/2010 0.11 1/21/2010 0.47 3/12/2010 1.01 1/22/2010 0.01 3/13/2010 0.13 1/23/2010 0 3/14/2010 0.02 1/24/2010 2.15 3/15/2010 0 1/25/2010 0.75 BF Event Photographed 3/16/2010 0 1/26/2010 0 3/17/2010 0 1/27/2010 0 3/18/2010 0 1/28/2010 0 3/19/2010 0 1/29/20101 0 3/20/2010 0 1/30/2010 0 3/21/2010 0.24 1/31/2010 0 3/22/2010 0.16 2/l/2010 0 3/23/2010 0 2/2/2010 0 3/24/2010 0 2/3/2010 0 3/25/2010 0 2/4/2010 0.05 3/26/2010 0 2/5/2010 2.19 3/27/2010 0 2/6/2010 0.01 3/28/2010 1.27 2/7/2010 0 3/29/2010 075 2/8/2010 0 3/30/2010 0 2/9/2010 0.04 3/31/2010 0 2/10/2010 0.02 4/l/2010 0 2/11/2010 0 4/2/2010 0 2/12/2010 0.2 4/3/2010 0 2/13/2010 0.02 4/4/2010 0 2/14/2010 0 4/5/2010 0 2/15/2010 0.14 4/6/2010 0 2/16/2010 0 4712010 0 2/17/2010 0 4/8/2010 0 2/18/2010 0 4/9/2010 0 2/19/2010 0 4/10/2010 0 4/11/2010 0 6/2/2010 0.04 4/12/2010 0 6/3/2010 0 4/13/2010 0 6/4/2010 0 4/14/2010 0 6/5/2010 0 4/15/2010 0 6/6/2010 0.15 4/16/2010 0 6/7/2010 0.01 4/17/2010 0 6/8/2010 0 4/18/2010 0 6/9/2010 0 4/19/2010 0 6/10/2010 0.12 4/20/2010 0.13 6/11/2010 0 4/21/2010 0.04 6/12/2010 0 4/22/2010 0 6/13/2010 0.17 4/23/2010 0 6/14/2010 0.07 4/24/2010 0.19 6/15/2010 0.15 4/25/2010 0.43 6/16/2010 0 4/26/2010 0 6/17/2010 0 4/27/2010 0.59 6/18/2010 0 4/28/2010 0 BF recorded on CSG 6/19/2010 0 4/29/2010 0 6/20/2010 0 4/30/2010 0 6/21/2010 0 5/l/2010 0 6/22/2010 0 5/2/2010 0 6/23/2010 0.01 5/3/2010 0.18 6/24/2010 0.21 5/4/2010 0 6/25/2010 0 5/5/2010 0 6/26/2010 0 5/6/2010 0 6/27/2010 0 5/7/2010 0 6/28/2010 0 5/8/2010 0 6/29/2010 0.01 5/9/2010 0 6/30/2010 0.69 CSG checked but nothing registered? 5/10/2010 0 7/l/2010 0 5/11/2010 0.12 7/2/2010 0 5/12/2010 0 7/3/2010 0 5/13/2010 0 7/4/2010 0 5/14/2010 0 7/5/2010 0 5/15/2010 0.17 7/6/2010 0 5/16/2010 0.64 7/7/2010 0 5/17/2010 1.57 7/8/2010 0 5/18/2010 0.03 7/9/2010 0.83 5/19/2010 0.11 7/10/2010 0 5/20/2010 0 7/11/2010 0 5/21/20101 0.14 7/12/2010 1.53 5/22/2010 0.01 7/13/2010 0.34 5/23/2010 0 7/14/2010 0 5/24/2010 0.14 7/15/2010 0 5/25/2010 0 7/16/2010 0.12 5/26/2010 0 7/17/2010 0.71 5/27/2010 0 7/18/2010 0 5/28/2010 1.1 7/19/2010 0 5/29/2010 0.02 7/20/2010 0 5/30/2010 0 7/21/2010 0 5/31/2010 1.25 7/22/2010 0 6/l/2010 0.44 7/23/2010 0 7/24/2010 0 9/14/2010 0 7/25/2010 0 9/15/2010 0 7/26/2010 0 9/16/2010 0 7/27/2010 0.24 9/17/2010 0 7/28/2010 0.24 9/18/2010 0 7/29/2010 0 CSG checked but nothing registered? 9/19/2010 0 7/30/2010 0 9/20/2010 0 7/31/2010 0 9/21/2010 0 8/1/2010 0.01 9/22/2010 0 8/2/2010 0 9/23/2010 0 8/3/2010 0 9/24/2010 0 8/4/2010 0 9/25/2010 0.03 8/5/2010 0.68 9/26/2010 0.74 8/6/2010 0 9/27/2010 0.66 8/7/2010 0.01 9/28/2010 0.22 8/8/2010 0 8/9/2010 0 8/10/2010 0 8/11/2010 0 8/12/2010 0 8/13/2010 0 8/14/2010 0.07 8/15/2010 0.16 8/16/2010 0 8/17/2010 0 8/18/2010 0.05 8/19/2010 5.15 8/20/2010 0 8/21/2010 0 8/22/2010 0 8/23/2010 0 8/24/2010 0.02 8/25/2010 0.03 8/26/2010 0 8/27/2010 0 8/28/2010 0 8/29/2010 0 8/30/2010 0 CSG checked but nothing registered? 8/31/2010 0 9/l/2010 0 9/2/2010 0 9/3/2010 0.01 9/4/2010 0 9/5/2010 0 9/6/2010 0 9/7/2010 0 9/8/2010 0 9/9/2010 0 9/10/2010 0 9/11/2010 0 9/12/2010 0 9/13/2010 0