The URL can be used to link to this page

Home My WebLink About20140547 Ver 1_Year 0 Monitoring Report_2015_20150615601 East Stream Restoration Site (EEP Project #95756) Union County, North Carolina Data Collected from December 2014 – February 2015 Submitted May 12, 2015 Prepared for: North Carolina Department of Environment and Natural Resources Ecosystem Enhancement Program 217 West Jones Street Suite 3000A Raleigh, NC 27603 [This page intentionally left blank.] Submitted by: Environmental Banc & Exchange 909 Capability Drive, Suite 3100 Raleigh, NC 27606 Phone Number: (919) 829-9909 Fax Number: (919) 829-9913 Project Manager: David Godley Stream Data Collected & Prepared by: Ward Consulting Engineers, P.C. 4805 Green Road, Suite 100 Raleigh, NC 27616-2848 Phone Number: (919) 870-0526 Fax Number: (919) 870-5359 Project Manager: Becky Ward, PE Vegetation Data Collected & Prepared by: The Catena Group 410-B Millstone Drive Hillsborough, NC 27278 Phone Number: (919) 732-1300 Fax Number: (919) 417-2732 Project Manager: Chris Sheats, PWS [This page intentionally left blank.] 1.0 Executive Summary .......................................................................................................................................... 7 2.0 Background ...................................................................................................................................................... 8 Location and Setting ................................................................................................................................ 8 3.0 Project Structure, Restoration Type, and Approach ......................................................................................... 8 4.0 Project History, Contacts, and Attribute Data .................................................................................................. 8 5.0 Modifications to the Mitigation Plan and Construction Plan Summary ........................................................... 8 6.0 Success Criteria ................................................................................................................................................ 9 6.1 Morphologic Parameters and Channel Stability ........................................................................................... 9 6.1.1 Dimension ................................................................................................................................................ 9 6.1.2 Pattern and Profile ................................................................................................................................... 9 6.1.3 Substrate .................................................................................................................................................. 9 6.1.4 Sediment Transport .................................................................................................................................. 9 6.2 Vegetation .................................................................................................................................................... 9 Streams .................................................................................................................................................... 9 7.0 Monitoring Plan Guidelines............................................................................................................................ 10 7.1 Hydrology .................................................................................................................................................. 10 7.1.1 Stream .................................................................................................................................................... 10 7.2 Stream Channel Stability and Geomorphology .......................................................................................... 10 7.2.1 Dimension .............................................................................................................................................. 11 7.2.2 Profile and Pattern ................................................................................................................................. 11 7.2.3 Visual Assessment ................................................................................................................................. 11 7.2.4 Bank Stability Assessments ................................................................................................................... 11 7.2.5 Vegetation .............................................................................................................................................. 12 7.2.6 Digital Photos ........................................................................................................................................ 12 7.3 Maintenance and Contingency Plans ......................................................................................................... 12 8.0 Documenting the As-Built Conditions (Baseline) .......................................................................................... 12 8.1 As-Built/Record Drawings .................................................................................................................... 12 8.2 Installation and Marking of Monitoring Features .................................................................................. 12 9.0 Report and Data Submission Format .............................................................................................................. 13 10.0 References ...................................................................................................................................................... 13 Appendix A: General Tables and Figures Exhibit Figure 1: Vicinity Map Exhibit Figure 2: Hydrologic Features Exhibit Figure 3: Monitoring Features Table 1: Project Components and Mitigation Credits Table 2: Project Activity and Reporting History Table 3: Project Contact Table Table 4: Project Baseline Information and Attributes Appendix B: Morphological Summary Data and Plots Table 5: Baseline Stream Data Summary Table 6: Morphology and Hydraulic Monitoring Summary Longitudinal Profile Data Cross Sections Appendix C: Vegetation Data Vegetation Plot Photos Table 7: Planted and Total Stem Counts CVS Output Tables Appendix D: Record Drawing Plan Sheets 601 East Stream and Wetland Restoration Ward Consulting Engineers, P.C. 7 Final Baseline Monitoring Report May 12, 2015 1.0 Executive Summary The 601 East Stream Restoration Site is located within the sub-basin 03-04-14 of the Yadkin River Basin in Union County, North Carolina and contains Tanyard Branch. The restoration of Tanyard Branch generated 3,713 stream mitigation credits. The project site is owned by one property owner Mr. Frank W. Howey, Jr. The project is located with the HUC 03040105081010 (Upper Lanes Creek). In 2009, nine (9) percent of the streams in the watershed were listed as impaired for Aquatic Life by the North Carolina Division of Water Quality (NCDWQ). The 601 East Stream Restoration Site was identified as a stream restoration opportunity to improve water quality and habitat within the Upper Lane’s Creek Target Local Watershed (TLW). The 0.56 square mile watershed contributing drainage to the stream is primarily used for agricultural practices and angle family development. Vegetation typical of a Piedmont Alluvial Forest was planted throughout the conservation easement. The project goals address the stressors identified in the TLW and include the following: •Reduce water quality stressors originating in and around the project area affecting the project reaches and downstream watercourses, which included populations of the Savannah Lilliput (Toxolasma pullus) and the Carolina Creekshell (Vilosa vaughiana), both listed species of concern. Specifically, involving: o Reducing turbidity and sediment loading o Input reductions of nutrients and crop protection chemicals o Improving thermoregulation •Improving aquatic habitat quality and diversity within the project reaches •Improving recruitment of instream fine organic matter (FOM) in the near term and both FOM and large wood in the long term •Improving terrestrial habitat diversity and quality in the vicinity of project reaches •Establishing habitat continuity between the reach headwaters and Lanes Creek •Improving flood flow attenuation and floodplain interaction The project goals will be addressed through the project objectives: •Restore or enhance reach pattern, dimension, and profile •Stabilize eroding stream banks •Install stream structures to maintain grade and improve bed form complexity •Implement BMP detention devices on lateral agricultural drainages •Install a diverse native riparian buffer •Remove of invasive and/or exotic plant species •Secure a protective conservation easement and establish fencing as needed Construction was completed in December 2014. As-built surveys and plantings were completed in January 2015. In January 2015, ten (10) vegetation plots were established and baseline vegetation data was collected, excluding natural stems in accordance with the EEP/CVS protocol (Version 4.2). Data collected for these plots are included in Appendix C. The success criterion for planted woody species in the restoration areas is based on annual and cumulative survival and growth over seven (7) years. Survival on preferred species must be at a minimum of 320 stems/acre at the end of three years of monitoring and 260 stems/acre after five years. At year 7, density must be no less than 210 seven year-old planted stems/acre. Level II of the CVS protocol, which includes natural stems and planted stems, will be followed for monitoring year 2 and subsequent years until the project close out year. 601 East Stream and Wetland Restoration Ward Consulting Engineers, P.C. 8 Final Baseline Monitoring Report May 12, 2015 2.0 Background Location and Setting The project area is located within the United States Geological Survey (USGS) Hydrologic Unit 03040105 (Rocky River Basin) of the greater Yadkin Pee-Dee River Basin. The project stream on the property is named Tanyard Branch which is a tributary to Lanes Creek. The Site is located on predominately agricultural land. The Site lies within the Carolina Slate Belt system of the Piedmont Geographical Province and is composed of gently sloping terrain with parent material consisting of a Metamudstone and Meta-Argillic metamorphic rock. The landowner to the northeast of the lower reach utilizes his land for livestock grazing. The livestock on this property is contained by fencing and does not have access to Tanyard Branch. The Vicinity Map can be found in Appendix A. 3.0 Project Structure, Restoration Type, and Approach The historic land use at the Site has consisted primarily of agriculture use. Additional land use practices, including the maintenance and removal of riparian vegetation and the relocating and straightening of on-site streams have contributed to unstable channel characteristics and degraded water quality. Historic wetlands were likely drained in order to maximize agricultural production. The streams were restored and enhanced using a combination of Rosgen priority 1 and 2 restoration techniques. The riparian buffer was planted with native vegetation. The mitigation work at the project site resulted in the restoration of 4023 linear feet of stream including 215 linear feet of ephemeral channel with buffer restoration and best management practices to filter sediment; 3,396 linear feet of Priority I restoration; and 412 linear feet of Stream Enhancement Level I. The project component breakdown and components can be found in Table 1. 4.0 Project History, Contacts, and Attribute Data Stream construction began in November 2014 and concluded in December 2014. Live stakes and bare root planting of the site occurred in January 2015. Baseline stream data collection coincided with the as-built survey and was an ongoing process that took place throughout construction and concluded in January 2015. Vegetation monitoring baseline data was established and collected in January 2015. Significant milestone dates for the project can be found in Table 2. The project designer, construction contractor and all other consultants, contractors and suppliers contact information can be found in Table 3. The drainage area of Tanyard Branch to the culvert at Landsford Road is 0.27 square miles and 0.56 square miles to the downstream end at Lanes Creek. Land use within the watershed consists of primarily agricultural use with some single family residential. Impervious area covers less than 2 percent of the total watershed. Land use changes are not anticipated n the watershed of this headwater stream in the near future as the watershed consists of primarily active agricultural crop production. Low density residential development is a possibility for the watershed due to the sites proximity to US 601. 5.0 Modifications to the Mitigation Plan and Construction Plan Summary The following is a summary of changes implemented during construction that differ from the Construction Drawings. Reach 1: Native rock was excavated on site and used for the constructed riffles. The farm crossing in this reach was installed to a length of 48 feet. Reach 2: Native rock was excavated on site and used for the constructed riffles. No work was done in the conservation easement exclusion at the brick pump house. Brush toe was not installed on the right bank from station 22+70 to 23+10. The stone and log riffles were not installed due to the concerns with the wet soils in this area. The riffles were constructed only with stone. 601 East Stream and Wetland Restoration Ward Consulting Engineers, P.C. 9 Final Baseline Monitoring Report May 12, 2015 Reach 3: The twin 42 inch pipe crossing was constructed to a length of 48 feet. Native rock was excavated on site and used for the constructed riffles. Native rock was added to dress the top of all of the riffles in this reach to stabilize the riffles that were not constructed as some erosion was observed. Reach 4: Native rock was excavated on site and used for the constructed riffles. Stone was placed to dress the top of the riffle not constructed at station 53+70. The grade of the stream was changed from the end of the riffle at station 57+15 to the tie in at Lanes Creek at 58+50. The plans had called for a tie in location of 484.0 feet. To better tie into the existing elevation of Lanes Creek the elevation of the end of the riffle at station 58+50 was raised two feet to elevation 486 feet. The riffle elevations were changed accordingly: HR Station 56+90 Elevation 487.4; no change ER Station 57+15 Elevation 487.0; +0.25 feet HR Station 57+50 Elevation 487.0; + 0.28 feet ER Station 57+80 Elevation 486.5; +0.54 feet HR Station 58+20 Elevation 486.5; +0.58 feet ER Station 58+50 Elevation 486.0; +2.0 feet 6.0 Success Criteria Morphologic Parameters and Channel Stability 6.1.1 Dimension The dimension parameters of the restored channel should remain stable throughout the monitoring period. Cross sectional overlays should show modest changes from year to year. The channel should not show a trend towards widening or increases in cross sectional area. Riffle depths should maintain a low bank height ratio (<1.2). 6.1.2 Pattern and Profile The longitudinal profile should not indicate significant aggradation or degradation over any substantial continuous lengths of channel. The bedform should develop or be maintained during the monitoring period and be consistent with the reference and design reaches. Variation within bedform parameters is acceptable as long as they are within design distributions. Pattern parameters should show little change over the monitoring period. 6.1.3 Substrate The substrate should maintain or progress towards the design distribution. Particle size distribution within riffles should coarsen throughout the monitoring period. 6.1.4 Sediment Transport The success of parameters described above should be demonstrated by the lack on any significant aggradation or deposition within the channel. Point bar and inner berms should not encroach excessively into the channel. Mid-channel bars should not be present. Vegetation Vegetation success is based on the criteria established in the Ecosystem Enhancement Program Monitoring Requirements and Performance Standards for Stream and/or Wetland Mitigation dated November 7, 2011. Survival on preferred species must be at a minimum 320 stems/acre at the end of the three years of monitoring and 260 stems/acre after five years. At year 7, density must be no less than 210 seven year-old planted stems/acre. Level II of the CVS protocol, which includes natural stems and planted stems, will be followed for the monitoring year 2 and subsequent years until the project close out year. Invasive exotic 601 East Stream and Wetland Restoration Ward Consulting Engineers, P.C. 10 Final Baseline Monitoring Report May 12, 2015 species were observed before construction. Additional treatments will be conducted where deemed necessary if regeneration of these invasive exotic species is observed. Streams Two bankfull storm events must be recorded during the standard 7-year monitoring period. For the monitoring to be completed, these events must occur in separate monitoring years. 7.0 Monitoring Plan Guidelines Monitoring protocol will follow that outlined within theEEP Monitoring Report guidelines anddetailed in the U.S. Army Corps of Engineers (USACE) Stream Mitigation Guidelines for Monitoring Level I. Monitoring shall occur annually for a minimum of seven years and consist of the collection and analysis of stream stability and riparian/stream bank vegetation survivability data to support the evaluation of the project in meeting established restoration objectives. Monitoring shall include measurements and visual assessments of stream dimension, profile, pattern, bed materials, photo documentation, vegetation survivability sampling, and stream bankfull return interval. 7.1 Hydrology 7.1.1 Stream Two crest gages have been installed one in the upper and one in the lower reach on the site to document bankfull events (See Figure 3 for locations). The gauges shall be checked, documented, and reset during each site visit by the monitoring performer. 7.2 Stream Channel Stability and Geomorphology This project consisted of four restoration reaches on Tanyard Branch. Two reaches are located above Landsford Road and two below the road. Eighteen permanent cross sections on both riffles and pools were established on the site as detailed below: Reach 1: Station 7+60 - 22+00 o Cross Section 1: Station 8+32 (Pool) o Cross Section 2: Station 10+95 (Riffle) o Cross Section 3: Station 12+20 (Pool) o Cross Section 4: Station 14+68 (Riffle) o Cross Section 5: Station 16+23 (Pool) o Cross Section 6: Station 17+66 (Riffle) o Cross Section 7: Station 19+30 (Pool) o Cross Section 8: Station 20+59 (Riffle) Reach 2: Station 22+00 - 24+02 o Cross Section 9: Station 24+25 (Riffle) o Cross Section 10: Station 26+16 (Pool) o Cross Section 11: Station 27+15 (Riffle) o Cross Section 12: Station 29+67 (Pool) Reach 3: Station 42+92 - 53+70 o Cross Section 13: Station 44+45 (Riffle) o Cross Section 14: Station 48+78 (Pool) o Cross Section 15: Station 50+93 (Pool) o Cross Section 16: Station 52+29 (Riffle) 601 East Stream and Wetland Restoration Ward Consulting Engineers, P.C. 11 Final Baseline Monitoring Report May 12, 2015 Reach 4: Station 53+70 - 58+65 o Cross Section 17: Station 56+15 (Pool) o Cross Section 18: Station 56+42 (Riffle) 7.2.1 Dimension The permanent cross sections shall be monitored for seven years, with monitoring events occurring in years 1, 2, 3, 5, and 7 during the monitoring period. These sections should be overlaid to allow for comparison. Dimension parameters shall be calculated from the surveyed cross sections and compared to previous monitoring periods. The dimension data is detailed by section in Tables 6a, 6b, 6c, and 6d. 7.2.2 Profile and Pattern The entire project length of was surveyed for this baseline monitoring plan. The MY-00 pattern and profile data for each reach is summarized in Tables 5a, 5b, 5c and 5d. For subsequent monitoring years, profile data will be visually monitored. Pebble counts were collected on two constructed riffles on in the upper and one in the lower reach and are included in the digital support files in the stream subfolder. 7.2.3 Visual Assessment An annual visual assessment shall be conducted twice each monitoring year per NCEEP morphometric monitoring guidelines. At least 5 months shall separate each visual monitoring event. 7.2.4 Bank Stability Assessments Bank pins have been installed at all pool permanent monitoring sections and marked with pink flagging. The length of exposed pin shall be measured and reported during each cross-section monitoring event. Once the exposure has been measured, the pin should be hammered flush with the face of the bank. Three rebar bank pins were installed in an array approximately 6 inches above the normal water surface in three locations and installed flush with the to the face of the stream bank as detailed below: Reach 1: Station 7+60 – 22+00 Pool Cross Section River Station of Pin Upstream Cross Section At Cross Section Downstream Cross Section Cross Section 1 8+24.5 8+32 8+37.5 Cross Section 3 12+16 12+20 12+23.5 Cross Section 5 16+18.5 16+23 16+28 Cross Section 7 19+26 19+30 19+35 Reach 2: Station 22+00 – 24+02 Pool Cross Section River Station of Pin Upstream Cross Section At Cross Section Downstream Cross Section Cross Section 10 26+08 26+16 26+24.5 Cross Section 12 29+61 29+67 29+73.5 601 East Stream and Wetland Restoration Ward Consulting Engineers, P.C. 12 Final Baseline Monitoring Report May 12, 2015 Reach 3: Station 42+92 – 53+70 Pool Cross Section River Station of Pin Upstream Cross Section At Cross Section Downstream Cross Section Cross Section 14 48+70.5 48+78 48+85 Cross Section 15 50+87.5 50+93 50+99 Reach 4: Station 53+70 – 58+65 Pool Cross Section River Station of Pin Upstream Cross Section At Cross Section Downstream Cross Section Cross Section 17 56+07.5 56+15 56+22.5 7.2.5 Vegetation Ten (10) vegetation plots were installed along Tanyard Branch. Vegetation data collection for the baseline monitoring report follows the CVS-EEP Protocol for Recording Vegetation Version 4.2 (Lee et al. 2008). The baseline vegetation monitoring was conducted according to the Level I: Inventory of Planted Stems. Level I will also be used for MY-01 data collection. However, from MY-02 and through the remainder of the monitoring period, vegetation monitoring data collection will follow Level II of the CVS-EEP protocol which includes planted and natural stems. Plant identification will be verified according to Alan Weakley’s, Flora of the Carolinas, Virginia, Georgia, and Surrounding Areas (Weakley 2012). 7.2.6 Digital Photos Photo points were established at the start/end of the project, at each vegetation monitoring plot, and at each cross section. For each subsequent monitoring period, photos shall be taken at the same location and, preferably, within the same two-month window between monitoring periods. The cross section photos can be found on their corresponding cross section sheets located in Appendix B. The vegetation monitoring plot photo log is located in Appendix C. 7.3 Maintenance and Contingency Plans If deemed necessary, recommendations for increased monitoring, maintenance, or repair shall be made in the annual monitoring reports. Problem areas shall be located on the monitoring report plan view and tabulated noting the severity and possible causes. 8.0 Documenting the As-Built Conditions (Baseline) 8.1 As-Built/Record Drawings The project as-built survey was conducted in December of 2014 on reaches 3 & 4 and January 2015 on reaches 1 & 2 upon completion of construction. The entire project length of Tanyard Branch as-built data was collected by the staff of the Designer/Monitoring Performer. The Record Drawings (including red-line markups) were completed on February 19, 2015. Baseline vegetative data was collected January 26, 2015. 8.2 Installation and Marking of Monitoring Features Monitoring features installation and the baseline monitoring data collection occurred in January 2015. Cross Section pins were set at each end of the cross section left and right and are 1/2” rebar marked with wooden stakes with pink flagging. Stream crest gauges located in both the upper and lower reaches are black plastic tubes set with 48” green T posts. Vegetation monitoring plots were established as 10mX10m 601 East Stream and Wetland Restoration Ward Consulting Engineers, P.C. 13 Final Baseline Monitoring Report May 12, 2015 squares with each corner marked with 2’ long ½”in diameter PVC pipes with pink flagging marking the plot origin. Plants within the plot were marked with pink flagging. 9.0 Report and Data Submission Format Refer to the NCEEP Monitoring Report guidelines for report and data submission requirements, formats and procedures. 10.0 References USACOE (2003) Stream Mitigation Guidelines. USACOE, NCDENR-DWQ, USEPA, NCWRC, USACOE (1987) Corps of Engineering Wetlands Delineation Manual. Tech report Y-87-1. AD/A176 Lee, Michael T. Peet, Robert K. Roberts, Steven D., Wentworth, Thomas R. (2008). CVS-EEP Protocol for Recording Vegetation Version 4.2. Weakley, Alan (2012). Flora of the Carolinas, Virginia, Georgia, and Surrounding Areas. http://www.herbarium.unc.edu/flora.htm. Ap p e n d i x A – G e n e r a l T a b l e s a n d F i g u r e s [This page intentionally left blank.] The 601 East Stream Restoration Site is located approximately 10 miles southeast of Monroe and 0.25 miles east of the intersection of Pageland Highway (US 601) and Landsford Road (NC 1005) in Union County, North Carolina. From Charlotte take US-74 E towards Monroe. After approximately 25 miles turn right onto US 601 S/Pageland Hwy, continue on US 601 S for approximately 10 miles then make a slight right onto Landsford Road (NC 1005). The Site is located at the crossing of Landsford Road and Tanyard Branch at latitude 34° 50’ 21.62” N and longitude 80° 25’ 32.26” W. The subject project site is an environmental restoration site of the NCDENR Ecosystem Enhancement Program (EEP) and is encompassed by a recorded conservation easement boundary and therefore access by the general public is not permitted. Access by authorized personnel of state and federal agencies or their designees/contractors involved in the development, oversight and stewardship of the restoration site is permitted within the terms and timeframes of their defined roles. Any intended site visitation or activity by any person outside of these previously sanctioned roles and activities requires prior coordination from EEP. [This page intentionally left blank.] MIL L CR E E K EXISTING CHANNEL FILLED FARM ACCESS OUTSIDE CE PERMANENT STREAM CROSSING (SINGLE PIPE) LANES CREEK LANDSFOR D R O A D P A G E L A N D H I G H W A Y EXCLUSION NO STREAM CROSSING FOR SPRING HOUSE ACCESS EXISTING 36" CMP PERMANENT STREAM CROSSING (TWIN PIPES) STREAM IN RELIC CHANNEL REMAINING EXISTING CHANNEL REACH 4 REACH 3b REACH 3a REACH 2c REACH 2b REACH 2a REACH 1d REACH 1c REACH 1b REACH 1a REACH A LEGEND: PROPERTY BOUNDARY CONSERVATION EASEMENT BOUNDARY PERENNIAL STREAM INTERMITTENT STREAM CHANNEL EXISTING WETLAND WARD CONSULTING ENGINEERS, PC DATE: FEBRUARY 13, 2015 0 2011 Aerial from NCOneMap.org FIGURE 2 HYDROLOGIC FEATURES 601 EAST STREAM RESTORATION SITE UNION COUNTY, NC EEP PROJECT #95756 [This page intentionally left blank.] MIL L CR E E K LANDSFOR D R O A D P A G E L A N D H I G H W A Y XS-18 XS-17 XS-16 XS-14 VP-1 VP-2 VP-3 VP-5 VP-4 XS-13 XS-12 XS-10 XS-11 XS-9 XS-8 XS-6 XS-7 XS-5 XS-4 XS-3 XS-2 XS-1 WARD CONSULTING ENGINEERS, PC DATE: FEBRUARY 19, 2015 0 2011 Aerial from NCOneMap.org FIGURE 3 MONITORING FEATURES 601 EAST STREAM RESTORATION SITE UNION COUNTY, NC EEP PROJECT #95756 [This page intentionally left blank.] !"# ! $ "#$ #%&’(#)*’+#+#,%- %%#./01 * +# 2 $ #+34!3546 7 3 8 2 # 7 3 93! # %465 4 6 36 9 36 # 8 % 4 65 4:3 ;3 # ;3 9 .33 # # 4:35 4! # 33 9 .3 6 # 4:577466 :6 ;6 9 ;6 #7 774665774!3 !6 # !3 9 .36 #78 774357!467 73 # 7 9 .3;3 #7#7!4675 47 : 6 9 6 #!74:75!4 ;6<#1# 7<## : 9 : #8!47 5346367<## !: 9 !: #!34653;43!6<##!:3 9 !:3 $ (1 ,/,#/,#/,0/ = ,#/ 2 $ 11 :: # #%! 7 73 #%% $ 1’7 3 ! >?1 %! (#’*# *-(--*$ 34!3546 @@@ )# )# 2 A#B*A*BA@B&A&B&&A&&B*A*BAC @B(A(1B%A%+B*A* Restoration Plan May 2013 Jan 2014 Final Design – Construction Plans Sept 2013 Jan 2014 Construction -Dec 2014 Containerized, bare root and B&B plantings - Jan 2015 Mitigation Plan / As-built (Year 0 Monitoring – baseline)Feb 2015 Feb 2015 Year 1 Monitoring Year 2 Monitoring Year 3 Monitoring Year 4 Monitoring Year 5 Monitoring Bolded items are examples of those items that are not standard, but may come up and should be included Non-bolded items represent events that are standard components over the course of a typical project. The above are obviously not the extent of potential relevant project activities, but are just provided as example as part of this exhibit. If planting and morphology are on split monitoring schedules that should be made clear in the table Designer Primary project design POC Construction Contractor Construction contractor POC Planting Contractor Planting contractor POC Construction Survey Contractor Survey contractor POC Seeding Contractor Construction contractor POC Seed Mix Sources Nursery Stock Suppliers [Baseline] Monitoring Performers Stream Monitoring POC Vegetation Monitoring POC Table 2. Project Activity and Reporting History 601 East Stream Restoration- EEP #95756 Table 3. Project Contact Table 601 East Stream Restoration- EEP #95756 Activity or Deliverable Data Collection Complete P.O. Box 545, Siler City, NC 27344 Joseph Wright (919) 663-0810 Ward Consulting Engineers, P.C. (WCE) 1416 Ocean Boulevard, Holly Ridge, NC 28445 As Purchased by EBX (919) 829-9909 x 213 Chris Sheats - The Cantena Group - (919) 732-1300 3719 Benson Drive, Raleigh, NC 27629 (800) 222-1290 Completion or Delivery Elizabeth Turner (919) 827-0745 4805 Green Road, Suite 100, Raleigh, NC 27616 P.O. Box 545, Siler City, NC 27344 Andrew Dimmette (919) 663-0810 Green Resource - Raleigh, NC Becky Ward (919) 870-0526 Wright Contracting H & J Forest Services Wright Contracting Turner Land Survey, PLLC Ward Consulting Engineers, P.C. 4805 Green Road, Suite 100, Raleigh, NC 27616 Rachael Zigler - WCE - (919) 870-0526 (910) 512-6754 Arbor Gen - Blenheim, SC NC Forest Service Nursery - Goldsboro, NC (888) 628-7337 Table 4. Project Baseline Information and Attributes Project Information ! !" #$%&’()%&’#( Project Watershed Summary Information *"+*, ,-. /,- 01 !"23"01 !"$2 "#$& 3456 26 #2$2$ 3"### ""78+,9 08: !7 !;+ Reach Summary Information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able 4. Project Baseline Information and Attributes Wetland Summary Information F74! $# 4! B+2 +)+ ,)+ 2, 2B !<*;@* @++ ! *!: 3"!@ !4!!3 ;*!3 !1 21 71 !"B -** ;)" ;) 77 1 !"8+4! 7 7!" 7!!"**!!" 6 *!*"**;! ,,">" 6*6,"* !)-!*)* +*-!/4!!;) @+! +*;! " +7 D,, ," 2B*,,<* *"**;! ;** "; Regulatory Considerations ! "# 47* 2$$ .4#2&G8@ H=&& 47* I$ .34H$2&$ " +.B 1,.B !J @" J@A! @" @ A <@ <! +! +! A !<* 16 A Ap p e n d i x B – M o r p h o l o g i c a l S u m m a r y D a t a a n d P l o t s [This page intentionally left blank.] ! " #$ $ !$$"%!%$ &’ ’ ( ) ’ $ ! ! $% " %# $%"!!!"$ #!!%"!!%$ ( ! !% !# ! $ !# !# !!%!!$!!! $ ( ! " $$ !$%%"!!"#$ *) ’ + + , ’ - ) $ " !# # $ ""%#$$%"!"$$ .( / ’ " $" #% $ #$% %"%"$#%%"!$ ), 0 / ’ !" " #% ! " " $%! #!% "!"#$ 1/ ’ !" !# # $ !#!#$!!!!!!$ %! 0 0 / "# ! %# $ "#!!!"!#$%"#% "% /’ ( . !! ! ! "! !! % !! !! % !!!! !!" !!%!!"!!!! "!! 2’ ’ #! $ # % $ ! " "#$"$ % " 2’ ’ ( " # " $ #%!$ 2’ ’ ( , %% %! $ % %" " %$""" "!$ % $ 2’ ’ 3 ’ 0 *4 ! # % ! $$ /+ ’ * ) 5 ) "% $" $ % % % /, 6 4 . " % "% ! " $# " $#" $# )5 # "! " %# $$ " $#" $# )/ ’ !% !# " ! $$ "/7 . / 7 . 2 7 . 7 . 7 "% % 7 % 7 $ 7 7 " # 7 $ 7 ""7%%7 "*7 . 7 . 7 . * 7 . 7 . 7 "7 7 7 ! 7 ! ! 7 ! ! 7 " . % . % ! . $ " . # % . (. +( 00 ! % " $ # $ /, ) ) + + , ’ 0 ( , 8 9 . () + : 0 0 ’ 9 : 9 )0 2 ’ 4 ) ) + ( ’ ) , ( , 8 . 0 )- ) ;0 ( ) 5 ’ + , ’ 5 ) + 0 7 /’ + * + + , ’ 3’ , 8 ( + +, ) , + 38 *< 4 ’+ 8 )) , ’ ( * . &+ ’ ( . %&’ ’ ( - ) , ) + 2) ’ ( ’ ) ’ ’ 5 ) 4 7 ,0 * + + / / ;, + ’ * + + 1 / / 1; 3 7 . 7 . 7 . 1 7 . 3 1 7 . 7 *9 8 ’ ) 1 9 ) , ’’ , ’ ) = ) !! 7 ! ! " " " # $ % & ! ’ ! ( % ( ) !! 7 >< + ) 9 ’ + ’ ) + ( ) 0 ) + , , ’ ) 0 ’ ) ’ 0 9 ’ , ) ’ + + ? + , ’ + ) 5 8 + ’ ( ) ’ > ’ ’ 8 + ’ 9 + , ) 9 . , > & ’ ) ( ) ’ @ , + 4 ( ) ’ 0 ? 4 ( ) ’ @ , ) , 9 5 ) , ’ ? ) ) " > / A / A 2 ’ ’ A A( B . * 8 A A ) 5 A * ’ 9 9 A ’ ) A ) ’ , A (>0 ( 5 A +( >0 + 9 ( 5 , + , + 4 8 ( , 8 ’ 9 % : + ) 5 8 ( ) ’ , + 0 ’ 9 ’ ’ ( ) , ) + A 4 , + ’ 9 ) ) ’ 0 ’ ( ’ 9 ’ ’ ’ )) , ) + . + ’ ( > 2 ) ’ ( ’ ) ’ ’ ) , ) 0 ’ 9 ’ 5 ) ? 4 9 + ’ 5 + + ) 5 8 + ) ’ , ) 5 ’ ) 4 + 0 ’ ’ ) 0 ’ ’ ’ 8 ’ , 0 ? ( B > ) , 0 * + + / ) + + 0 ’ ’ ) 0 ’ ’ 8 ’ , 0 ? ( $ > ; , + ’ * + + 1 / ) + ? + 0’ ’ ) 0 ’ ’ ’ 8 ’ , 0 ? ( & ’ ’ ’ + A A $ 5 ’ 5 ( ( ) ? , ’ + ) , ’ 0 ’ ’ ) ’ ) ) ( ) ’ @ , + ; ) ) , 0 ’ ’ ) 0 ’ ’ ’ 8 ’ , 0 + ’ 5 9 0 ’ , ’ ) , ’ ) / & 2 ) 5 4 A ( ) ’ 5 ) + ’ ( , ’ ) + + + ( ) 0 ) + /’ * ) 5 2) ? + * ’ ’ + /) , / , + +-+?9.+ ". " . * " 9 "%" !!7 ".*"9 "#!" !! # "$!!!!".*"9 "$!!!! !" " ". * " $"" ! # ! " %%!## "$% " &’ ’ ( ) ’ "! ! " " "$ #% % !!!$%!%! $!!%!!%" ( !% !% !# " !# ! !#!#!!" ( ! # % "#!!%!%$" *) ’ + + , ’ - ) " ! #"$"#"#% %" .( / ’ $ % " "!!!$!" ), 0 / ’ " ! # % $ !% % %#$#%"" 1/ ’ !# ! " % !#!!# !# !!!!%" %! 0 0 / !# "# # "! "$ " #!$$# %!!!$ /’ ( . !! ! !! " !! ! !! !! % !! !! !!" !!!"!!!!!!"!! 2’ ’ $ # %% " $% %$ ! " #%! $#"" " $ 2’ ’ ( # " " " % #$ "!!%# 2’ ’ ( , ! %! % # "$ $" $ % $%#"%%%" !!$!"$ 2’ ’ 3 ’ 0 *4 " % "! % % "! %%"! % /+ ’ * ) 5 ) $ % ! % $ " %$$"%$ /, 6 4 . % % %# # "$ # "$#"$ )5 " ! # $" # $" # $"# )/ ’ !# " %" %"%" "/7 . / 7 . 2 7 . 7 . 7 7 $" 7 77 % 7 7 #%7 !%7 "*7 . 7 . 7 . * 7 . 7 . 7 !! 7 7 7 ! ! 7 ! ! 7 ! ! 7 " . % . % ! . $ " . # % . (. +( 00 !# ! " % $ # " " /, ) ) + + , ’ 0 ( , 8 9 . () + : 0 0 ’ 9 : 9 )0 2 ’ 4 ) ) + ( ’ ) , ( , 8 . 0 )- ) ;0 ( ) 5 ’ + , ’ 5 ) + 0 7 /’ + * + + , ’ 3’ , 8 ( + +, ) , + 38 *< 4 ’+ 8 )) , ’ ( * . &+ ’ ( . %&’ ’ ( - ) , ) + 2) ’ ( ’ ) ’ ’ 5 ) 4 7 ,0 * + + / / ;, + ’ * + + 1 / / 1; 3 7 . 7 . 7 . 1 7 . 3 1 7 . 7 *9 8 ’ ) 1 9 ) , ’’ , ’ ) = ) >< + ) 9 ’ + ’ ) + ( ) 0 ) + , , ’ ) 0 ’ ) ’ 0 9 ’ , ) ’ + + ? + , ’ + ) 5 8 + ’ ( ) ’ > ’ ’ 8 + ’ 9 + , ) 9 . , > & ’ ) ( ) ’ @ , + 4 ( ) ’ 0 ? 4 ( ) ’ @ , ) , 9 5 ) , ’ ? ) ) " > / A / A 2 ’ ’ A A ( B . * 8 A A) 5 A * ’ 9 9 A ’ ) A ) ’ , A (>0 ( 5 A +( >0 + 9 ( 5 , + , + 4 8 ( , 8 ’ 9 % : + ) 5 8 ( ) ’ , + 0 ’ 9 ’ ’ ( ) , ) + A 4 , + ’ 9 ) ) ’ 0 ’ ( ’ 9 ’ ’ ’ ) ) , ) + . + ’ ( > 2 ) ’ ( ’ ) ’ ’ ) , )0 ’ 9 ’ 5 ) ? 4 9 + ’ 5 + + ) 5 8 + ) ’ , ) 5 ’ ) 4 + 0 ’ ’ ) 0 ’ ’ ’ 8 ’ , 0 ? ( B > ) , 0 * + + / ) + + 0 ’ ’ ) 0 ’ ’ 8 ’ , 0 ? ( $ > ; , + ’ * + + 1 / ) + ? + 0 ’ ’ ) 0 ’ ’ ’ 8 ’ , 0 ? ( & ’ ’ ’ + A A $ 5’ 5 ( ( ) ? , ’ + ) , ’ 0 ’ ’ ) ’ ) ) ( ) ’ @ , + ; ) ) , 0 ’ ’ ) 0 ’ ’ ’ 8 ’ , 0 + ’ 5 9 0 ’ , ’ ) , ’ ) / & 2 ) 5 4 A ( ) ’ 5 ) + ’ ( , ’ ) + + + ( ) 0 ) + !! ! # !!! # !! ! # !!! # "# "" ! #" % #"% ! " " $! $ *" . " . - *" *" . " *"." ! !% "#!! 7 !7 !!7 ! " " " # $ % & * ’ % * ) /’ * ) 5 2) ? + * ’ ’ + /) , / , + + -+?9.+ % % # ! " %$ # #%$%" &’ ’ ( ) ’ %! !! ! " %! !! !!%!!%%!!!%!!!"!%!" ( !% !# !# " $ !# $"!%"" ( $ #" %$%%""! " *) ’ + + , ’ - ) !% " % " $%# !$ " .( / ’ $ % % % "" ! %$$% %#$" ), 0 / ’ # " # % $ $$ $ ""##!" 1/ ’ % !##!!!!!!!!" %! 0 0 / !# !% $ "! "$ % % !!"! !%!# /’ ( . ! ! ! !! ! !! !! % !! ! $ !! $ !!!!!!!!!!!"!! 2’ ’ $ !$ " # $% %$ ! % % %!$%$%$"# $$ 2’ ’ ( $ " " " ###$%!! $ 2’ ’ ( , $ "$ % # "$ $" # "%$%%%"""$#!$ $ 2’ ’ 3 ’ 0 *4 " %$ % "! % % % #%% # /+ ’ * ) 5 ) % "# $ ! % " " /, 6 4 . " "# # "$ % % )5 % $# $" # $ # "$#" )/ ’ %" %"%" "/7 . / 7 . 2 7 . 7 . 7 $! 7 ! 7 77 % 7 7 "!7%!7 "*7 . 7 . 7 . * 7 . 7 . 7 "! 7 % # 7 " " 7 ! ! 7 ! ! 7 ! 7 " . % . % ! . $ " . # % . (. +( 00 !$ % % " $ # /, ) ) + + , ’ 0 ( , 8 9 . () + : 0 0 ’ 9 : 9 )0 2 ’ 4 ) ) + ( ’ ) , ( , 8 . 0 )- ) ;0 ( ) 5 ’ + , ’ 5 ) + 0 7 /’ + * + + , ’ 3’ , 8 ( + +, ) , + 38 *< 4 ’+ 8 )) , ’ ( * . &+ ’ ( . %&’ ’ ( - ) , ) + 2) ’ ( ’ ) ’ ’ 5 ) 4 7 ,0 * + + / / ;, + ’ * + + 1 / / 1; 3 7 . 7 . 7 . 1 7 . 3 1 7 . 7 *9 8 ’ ) 1 9 ) , ’’ , ’ ) = ) >< + ) 9 ’ + ’ ) + ( ) 0 ) + , , ’ ) 0 ’ ) ’ 0 9 ’ , ) ’ + + ? + , ’ + ) 5 8 + ’ ( ) ’ > ’ ’ 8 + ’ 9 + , ) 9 . , > & ’ ) ( ) ’ @ , + 4 ( ) ’ 0 ? 4 ( ) ’ @ , ) , 9 5 ) , ’ ? ) ) " > / A / A 2 ’ ’ A A ( B . * 8 A A) 5 A * ’ 9 9 A ’ ) A ) ’ , A (>0 ( 5 A +( >0 + 9 ( 5 , + , + 4 8 ( , 8 ’ 9 % : + ) 5 8 ( ) ’ , + 0 ’ 9 ’ ’ ( ) , ) + A 4 , + ’ 9 ) ) ’ 0 ’ ( ’ 9 ’ ’ ’ ) ) , ) + . + ’ ( > 2 ) ’ ( ’ ) ’ ’ ) , )0 ’ 9 ’ 5 ) ? 4 9 + ’ 5 + + ) 5 8 + ) ’ , ) 5 ’ ) 4 + 0 ’ ’ ) 0 ’ ’ ’ 8 ’ , 0 ? ( B > ) , 0 * + + / ) + + 0 ’ ’ ) 0 ’ ’ 8 ’ , 0 ? ( $ > ; , + ’ * + + 1 / ) + ? + 0 ’ ’ ) 0 ’ ’ ’ 8 ’ , 0 ? ( & ’ ’ ’ + A A $ 5’ 5 ( ( ) ? , ’ + ) , ’ 0 ’ ’ ) ’ ) ) ( ) ’ @ , + ; ) ) , 0 ’ ’ ) 0 ’ ’ ’ 8 ’ , 0 + ’ 5 9 0 ’ , ’ ) , ’ ) / & 2 ) 5 4 A ( ) ’ 5 ) + ’ ( , ’ ) + + + ( ) 0 ) + !! ! % !!!% !! ! % !!!% ! " ! " !%%% *" ? " ". * " *" *" !% !% !! 7 !! 7 !!7 ! " " " # $ % & ( ’ ! ! + ) /’ * ) 5 2) ? + * ’ ’ + /) , / , + + -+?9.+ % ! " #$ $ "#%#%# #"! &’ ’ ( ) ’ ! % $% " %# !%"!!# # #"!!$ ( ! !# ! $ !# !# !#$!#$ !%% ( $$ $"#!$ *) ’ + + , ’ - ) % !# # $ %"!%%#$! $ .( / ’ # $ $" #% $ # !$$% # ), 0 / ’ " ! " " #%!" "$! 1/ ’ % " !# # $ !!!!!!" %! 0 0 / !# !% $ %# $ %!%$"!$#$$$# " "# /’ ( . ! !! !! !! % !! !! % !!!! !!!!$!!"!!#$!!$!!! $# 2’ ’ $ ! " # ! " ""!$%!%$$$%"# 2’ ’ ( % " $ ##$%"%#!#!## 2’ ’ ( , # %% % %" $%##"#% %"$!% # ""$ 2’ ’ 3 ’ 0 *4 $ ! $$ /+ ’ * ) 5 ) $ "# % %$" %$" /, 6 4 . % "% ! " $# %%% %%% )5 ! % " %# $$ ##" ##" )/ ’ $ ! ! ! "/7 . / 7 . 2 7 . 7 . 7 ## 7 $! 7 $ 7 7 " # 7 $ 7 #7 % 7 "*7 . 7 . 7 . * 7 . 7 . 7 " . % . % ! . $ " . # % . (. +( 00 /, ) ) + + , ’ 0 ( , 8 9 . () + : 0 0 ’ 9 : 9 )0 2 ’ 4 ) ) + ( ’ ) , ( , 8 . 0 )- ) ;0 ( ) 5 ’ + , ’ 5 ) + 0 7 /’ + * + + , ’ 3’ , 8 ( + +, ) , + 38 *< 4 ’+ 8 )) , ’ ( * . &+ ’ ( . %&’ ’ ( - ) , ) + 2) ’ ( ’ ) ’ ’ 5 ) 4 7 ,0 * + + / / ;, + ’ * + + 1 / / 1; 3 7 . 7 . 7 . 1 7 . 3 1 7 . 7 *9 8 ’ ) 1 9 ) , ’’ , ’ ) = ) >< + ) 9 ’ + ’ ) + ( ) 0 ) + , , ’ ) 0 ’ ) ’ 0 9 ’ , ) ’ + + ? + , ’ + ) 5 8 + ’ ( ) ’ > ’ ’ 8 + ’ 9 + , ) 9 . , > & ’ ) ( ) ’ @ , + 4 ( ) ’ 0 ? 4 ( ) ’ @ , ) , 9 5 ) , ’ ? ) ) " > / A / A 2 ’ ’ A A (B . * 8 A A ) 5 A * ’ 9 9 A ’ ) A ) ’ , A (>0 ( 5 A +( >0 + 9 ( 5 , + , + 4 8 ( , 8 ’ 9 % : + ) 5 8 ( ) ’ , + 0 ’ 9 ’ ’ ( ) , ) + A 4 , + ’ 9 ) ) ’ 0 ’ ( ’ 9 ’ ’ ’ ) ) , )+ . + ’ ( > 2 ) ’ ( ’ ) ’ ’ ) , ) 0 ’ 9 ’ 5 ) ? 4 9 + ’ 5 + + ) 5 8 + ) ’ , ) 5 ’ ) 4 + 0 ’ ’ ) 0 ’ ’ ’ 8 ’ , 0 ? ( B > ) , 0 * + + / ) + + 0 ’ ’ ) 0 ’ ’ 8 ’ , 0 ? ( $ > ; , + ’ * + + 1 / ) + ? + 0 ’ ’ ) 0’ ’ ’ 8 ’ , 0 ? ( & ’ ’ ’ + A A $ 5 ’ 5 ( ( ) ? , ’ + ) , ’ 0 ’ ’ ) ’ ) ) ( ) ’ @ , + ; ) ) , 0 ’ ’ ) 0 ’ ’ ’ 8 ’ , 0 + ’ 5 9 0 ’ , ’ ) , ’ ) / & 2 ) 5 4 A ( ) ’ 5 ) + ’ ( , ’ ) + + + ( ) 0 ) + !!"!!"!!"!!" "" ! " %" % !" %% $ " ". * " "" " !% !" " !! 7 !!7 !! 7 ! " " " # $ % & , ’ , % ) /’ * ) 5 2) ? + * ’ ’ + /) , / , + +-+?9.+ Ba s e d o n f i x e d b a s e l i n e b a n k f u l l e l e v a t i o n 1 Ba s e M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 M Y + B a s e M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 M Y + B a s e M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 M Y + B a s e M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 M Y + Ba n k f u l l W i d t h ( f t ) 1 3 . 6 4 15 . 1 3 9. 3 9 8.82 Fl o o d p r o n e W i d t h ( f t ) 4 5 77 15 4 75 Ba n k f u l l M e a n D e p t h ( f t ) 1 . 0 3 0. 6 0 0. 9 2 0.50 Ba n k f u l l M a x D e p t h ( f t ) 2 . 0 7 1. 2 0 1. 7 6 0.87 Ba n k f u l l C r o s s S e c t i o n a l A r e a ( f t 2) 14 . 0 7 9. 0 4 8. 6 7 4.45 Ba n k f u l l W i d t h / D e p t h R a t i o 1 3 . 2 2 25 . 3 3 10 . 1 7 17.48 Ba n k f u l l E n t r e n c h m e n t R a t i o 1 0 . 2 6 9. 2 5 14 . 9 1 15.87 Ba n k f u l l B a n k H e i g h t R a t i o 1 . 0 0 1. 0 0 1. 0 0 0.93 Ba s e d o n c u r r e n t / d e v e l o p i n g b a n k f u l l f e a t u r e 2 Ba n k f u l l W i d t h ( f t ) Fl o o d p r o n e W i d t h ( f t ) Ba n k f u l l M e a n D e p t h ( f t ) Ba n k f u l l M a x D e p t h ( f t ) Ba n k f u l l C r o s s S e c t i o n a l A r e a ( f t 2) Ba n k f u l l W i d t h / D e p t h R a t i o Ba n k f u l l E n t r e n c h m e n t R a t i o Ba n k f u l l B a n k H e i g h t R a t i o Cr o s s S e c t i o n a l A r e a b e t w e e n e n d p i n s ( f t 2) 22 . 9 6 7 5 2 5 14 . 2 5 6 7 9 14 . 5 8 2 4 1 8.58 d5 0 ( m m ) Ba s e d o n f i x e d b a s e l i n e b a n k f u l l e l e v a t i o n 1 Ba s e M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 M Y + B a s e M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 M Y + B a s e M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 M Y + B a s e M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 M Y + Ba n k f u l l W i d t h ( f t ) 1 2 . 9 2 11 . 2 9 10 . 2 5 10.13 Fl o o d p r o n e W i d t h ( f t ) 6 1 80 63 40 Ba n k f u l l M e a n D e p t h ( f t ) 0 . 9 9 0. 5 9 1. 2 0 0.61 Ba n k f u l l M a x D e p t h ( f t ) 2 . 0 2 1. 3 1 1. 9 8 1.01 Ba n k f u l l C r o s s S e c t i o n a l A r e a ( f t 2) 12 . 8 4 6. 6 2 12 . 2 7 6.20 Ba n k f u l l W i d t h / D e p t h R a t i o 1 2 . 9 9 19 . 2 6 8. 5 6 16.55 Ba n k f u l l E n t r e n c h m e n t R a t i o 1 7 . 4 2 9. 7 4 10 . 7 3 10.86 Ba n k f u l l B a n k H e i g h t R a t i o 0 . 9 4 1. 0 0 1. 0 0 1.00 Ba s e d o n c u r r e n t / d e v e l o p i n g b a n k f u l l f e a t u r e 2 Ba n k f u l l W i d t h ( f t ) Fl o o d p r o n e W i d t h ( f t ) Ba n k f u l l M e a n D e p t h ( f t ) Ba n k f u l l M a x D e p t h ( f t ) Ba n k f u l l C r o s s S e c t i o n a l A r e a ( f t 2) Ba n k f u l l W i d t h / D e p t h R a t i o Ba n k f u l l E n t r e n c h m e n t R a t i o Ba n k f u l l B a n k H e i g h t R a t i o Cr o s s S e c t i o n a l A r e a b e t w e e n e n d p i n s ( f t 2) 20 . 5 1 7 1 4 16 . 6 7 3 4 9 5 24 . 8 8 5 7 1 11.37 d5 0 ( m m ) Cr o s s S e c t i o n 5 ( P o o l ) Cr o s s S e c t i o n 6 ( R i f f l e ) Cr o s s S e c t i o n 7 ( P o o l ) Cross Section 8 (Riffle) 1 = W i d t h s a n d d e p t h s f o r m o n i t o r i n g r e s u r v e y w i l l b e b a s e d o n t h e b a s e l i n e b a n k f u l l d a t u m r e g a r d l e s s o f d i m e n s i o n a l / d e p o s i t i o n a l d e v e l o p m e n t . I n p u t t h e e l e v a t i o n u s e d a s t h e d a t u m , w h i c h s h o u l d b e c o n s i s t e n t a n d b a s e d o n t h e b a s e l i n e d a t u m e s t a b l i s h e d . I f t h e 2 = B a s e d o n t h e e l e v a t i o n o f a n y d o m i n a n t d e p o s i t i o n a l f e a t u r e t h a t d e v e l o p s a n d i s o b s e r v e d a t t h e t i m e o f s u r v e y . I f t h e b a s e l i n e d a t u m r e m a i n s t h e o n l y s i g n i f i c a n t d e p o s i t i o n a l f e a t u r e t h e n t h e s e t w o s e t s o f d i m e n s i o n a l p a r a m e t e r s w i l l b e Ta b l e 6 a . M o r p h o l o g y a n d H y d r a u l i c M o n i t o r i n g S u m m a r y ( D i m e n s i o n a l P a r a m e t e r s - C r o s s S e c t i o n ) 60 1 E a s t S t r e a m R e s t o r a t i o n , E E P P r o j e c t N u m b e r 9 5 7 5 6 - R e a c h 1 ( 1 3 9 3 f e e t ) Cr o s s S e c t i o n 1 ( P o o l ) Cr o s s S e c t i o n 2 ( R i f f l e ) Cr o s s S e c t i o n 3 ( P o o l ) Cross Section 4 (Riffle) Ba s e d o n f i x e d b a s e l i n e b a n k f u l l e l e v a t i o n 1 Ba s e M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 M Y + B a s e M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 M Y + B a s e M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 M Y + B a s e M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 M Y + Ba n k f u l l W i d t h ( f t ) 2 4 . 1 8 19 . 2 3 15 . 5 0 20.02 Fl o o d p r o n e W i d t h ( f t ) 6 2 13 2 73 168 Ba n k f u l l M e a n D e p t h ( f t ) 0 . 7 3 1. 3 1 0. 6 1 1.06 Ba n k f u l l M a x D e p t h ( f t ) 1 . 5 4 2. 5 3 1. 4 9 2.50 Ba n k f u l l C r o s s S e c t i o n a l A r e a ( f t 2) 17 . 6 6 25 . 2 6 9. 4 3 21.33 Ba n k f u l l W i d t h / D e p t h R a t i o 3 3 . 1 0 14 . 6 4 25 . 4 5 18.80 Ba n k f u l l E n t r e n c h m e n t R a t i o 5 . 7 9 11 . 7 0 7. 1 0 6.99 Ba n k f u l l B a n k H e i g h t R a t i o 1 . 0 0 1. 0 0 0. 9 0 0.93 Ba s e d o n c u r r e n t / d e v e l o p i n g b a n k f u l l f e a t u r e 2 Ba n k f u l l W i d t h ( f t ) Fl o o d p r o n e W i d t h ( f t ) Ba n k f u l l M e a n D e p t h ( f t ) Ba n k f u l l M a x D e p t h ( f t ) Ba n k f u l l C r o s s S e c t i o n a l A r e a ( f t 2) Ba n k f u l l W i d t h / D e p t h R a t i o Ba n k f u l l E n t r e n c h m e n t R a t i o Ba n k f u l l B a n k H e i g h t R a t i o Cr o s s S e c t i o n a l A r e a b e t w e e n e n d p i n s ( f t 2) 30 . 3 5 2 4 9 44 . 9 2 0 6 4 5 28 . 4 2 9 6 3 37.27 d5 0 ( m m ) 1 = W i d t h s a n d d e p t h s f o r m o n i t o r i n g r e s u r v e y w i l l b e b a s e d o n t h e b a s e l i n e b a n k f u l l d a t u m r e g a r d l e s s o f d i m e n s i o n a l / d e p o s i t i o n a l d e v e l o p m e n t . I n p u t t h e e l e v a t i o n u s e d a s t h e d a t u m , w h i c h s h o u l d b e c o n s i s t e n t a n d b a s e d o n t h e b a s e l i n e d a t u m e s t a b l i s h e d . I f t h e 2 = B a s e d o n t h e e l e v a t i o n o f a n y d o m i n a n t d e p o s i t i o n a l f e a t u r e t h a t d e v e l o p s a n d i s o b s e r v e d a t t h e t i m e o f s u r v e y . I f t h e b a s e l i n e d a t u m r e m a i n s t h e o n l y s i g n i f i c a n t d e p o s i t i o n a l f e a t u r e t h e n t h e s e t w o s e t s o f d i m e n s i o n a l p a r a m e t e r s w i l l b e eq u a l , h o w e v e r , i f a n o t h e r d e p o s i t i o n a l f e a t u r e o f s i g n i f i c a n c e d e v e l o p s a b o v e o r b e l o w t h e b a s e l i n e b a n k f u l l d a t u m t h e n t h i s s h o u l d b e t r a c k e d a n d q u a n t i f i e d i n t h e s e c e l l s . Ta b l e 6 b . M o r p h o l o g y a n d H y d r a u l i c M o n i t o r i n g S u m m a r y ( D i m e n s i o n a l P a r a m e t e r s - C r o s s S e c t i o n ) 60 1 E a s t S t r e a m R e s t o r a t i o n , E E P P r o j e c t N u m b e r 9 5 7 5 6 - R e a c h 2 ( 9 0 2 f e e t ) Cr o s s S e c t i o n 9 ( R i f f l e ) Cr o s s S e c t i o n 1 0 ( P o o l ) Cr o s s S e c t i o n 1 1 ( R i f f l e ) Cross Section 12 (Pool) Ba s e d o n f i x e d b a s e l i n e b a n k f u l l e l e v a t i o n 1 Ba s e M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 M Y + B a s e M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 M Y + B a s e M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 M Y + B a s e M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 M Y + Ba n k f u l l W i d t h ( f t ) 1 5 . 8 6 17 . 5 8 19 . 5 8 17.74 Fl o o d p r o n e W i d t h ( f t ) 7 5 35 0 35 0 150 Ba n k f u l l M e a n D e p t h ( f t ) 0 . 8 1 1. 6 0 1. 8 4 0.79 Ba n k f u l l M a x D e p t h ( f t ) 1 . 6 1 3. 4 3 3. 4 4 1.58 Ba n k f u l l C r o s s S e c t i o n a l A r e a ( f t 2) 12 . 8 5 28 . 1 8 36 . 0 8 14.07 Ba n k f u l l W i d t h / D e p t h R a t i o 1 9 . 5 7 10 . 9 7 10 . 6 2 22.36 Ba n k f u l l E n t r e n c h m e n t R a t i o 8 . 8 3 12 . 8 0 5. 6 2 7.89 Ba n k f u l l B a n k H e i g h t R a t i o 1 . 0 0 1. 0 0 1. 0 0 0.99 Ba s e d o n c u r r e n t / d e v e l o p i n g b a n k f u l l f e a t u r e 2 Ba n k f u l l W i d t h ( f t ) Fl o o d p r o n e W i d t h ( f t ) Ba n k f u l l M e a n D e p t h ( f t ) Ba n k f u l l M a x D e p t h ( f t ) Ba n k f u l l C r o s s S e c t i o n a l A r e a ( f t 2) Ba n k f u l l W i d t h / D e p t h R a t i o Ba n k f u l l E n t r e n c h m e n t R a t i o Ba n k f u l l B a n k H e i g h t R a t i o Cr o s s S e c t i o n a l A r e a b e t w e e n e n d p i n s ( f t 2) 21 . 4 9 2 3 3 34 . 1 5 0 7 39 . 6 9 3 1 5 18.87 d5 0 ( m m ) 2 = B a s e d o n t h e e l e v a t i o n o f a n y d o m i n a n t d e p o s i t i o n a l f e a t u r e t h a t d e v e l o p s a n d i s o b s e r v e d a t t h e t i m e o f s u r v e y . I f t h e b a s e l i n e d a t u m r e m a i n s t h e o n l y s i g n i f i c a n t d e p o s i t i o n a l f e a t u r e t h e n t h e s e t w o s e t s o f d i m e n s i o n a l p a r a m e t e r s w i l l be e q u a l , h o w e v e r , i f a n o t h e r d e p o s i t i o n a l f e a t u r e o f s i g n i f i c a n c e d e v e l o p s a b o v e o r b e l o w t h e b a s e l i n e b a n k f u l l d a t u m t h e n t h i s s h o u l d b e t r a c k e d a n d q u a n t i f i e d i n t h e s e c e l l s . Cross Section 16 (Riffle) Ta b l e 6 c . M o r p h o l o g y a n d H y d r a u l i c M o n i t o r i n g S u m m a r y ( D i m e n s i o n a l P a r a m e t e r s - C r o s s S e c t i o n ) 60 1 E a s t S t r e a m R e s t o r a t i o n , E E P P r o j e c t N u m b e r 9 5 7 5 6 - R e a c h 3 ( 1 0 1 8 f e e t ) Cr o s s S e c t i o n 1 3 ( R i f f l e ) Cr o s s S e c t i o n 1 4 ( P o o l ) Cr o s s S e c t i o n 1 5 ( P o o l ) 1 = W i d t h s a n d d e p t h s f o r m o n i t o r i n g r e s u r v e y w i l l b e b a s e d o n t h e b a s e l i n e b a n k f u l l d a t u m r e g a r d l e s s o f d i m e n s i o n a l / d e p o s i t i o n a l d e v e l o p m e n t . I n p u t t h e e l e v a t i o n u s e d a s t h e d a t u m , w h i c h s h o u l d b e c o n s i s t e n t a n d b a s e d o n t h e b a s e l i n e d a t u m e s t a b l i s h e d . I f t h e Ba s e d o n f i x e d b a s e l i n e b a n k f u l l e l e v a t i o n 1 Ba s e M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 M Y + B a s e M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 M Y + B a s e M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 M Y + Ba n k f u l l W i d t h ( f t ) 1 6 . 9 1 14 . 9 3 Fl o o d p r o n e W i d t h ( f t ) 4 2 30 . 3 8 9 6 2 2 9 Ba n k f u l l M e a n D e p t h ( f t ) 1 . 7 6 0. 9 8 Ba n k f u l l M a x D e p t h ( f t ) 2 . 7 2 1. 4 9 Ba n k f u l l C r o s s S e c t i o n a l A r e a ( f t 2) 29 . 8 1 14 . 7 0 Ba n k f u l l W i d t h / D e p t h R a t i o 9 . 6 0 15 . 1 6 Ba n k f u l l E n t r e n c h m e n t R a t i o 2 . 4 8 2. 0 4 Ba n k f u l l B a n k H e i g h t R a t i o 1 . 2 0 1. 0 0 Ba s e d o n c u r r e n t / d e v e l o p i n g b a n k f u l l f e a t u r e 2 Ba n k f u l l W i d t h ( f t ) Fl o o d p r o n e W i d t h ( f t ) Ba n k f u l l M e a n D e p t h ( f t ) Ba n k f u l l M a x D e p t h ( f t ) Ba n k f u l l C r o s s S e c t i o n a l A r e a ( f t 2) Ba n k f u l l W i d t h / D e p t h R a t i o Ba n k f u l l E n t r e n c h m e n t R a t i o Ba n k f u l l B a n k H e i g h t R a t i o Cr o s s S e c t i o n a l A r e a b e t w e e n e n d p i n s ( f t 2) 99 . 8 6 7 9 6 86 . 1 7 4 0 1 d5 0 ( m m ) 2 = B a s e d o n t h e e l e v a t i o n o f a n y d o m i n a n t d e p o s i t i o n a l f e a t u r e t h a t d e v e l o p s a n d i s o b s e r v e d a t t h e t i m e o f s u r v e y . I f t h e b a s e l i n e d a t u m r e m a i n s t h e o n l y s i g n i f i c a n t d e p o s i t i o n a l f e a t u r e t h e n t h e s e t w o s e t s o f d i m e n s i o n a l p a r a m e t e r s w i l l b e eq u a l , h o w e v e r , i f a n o t h e r d e p o s i t i o n a l f e a t u r e o f s i g n i f i c a n c e d e v e l o p s a b o v e o r b e l o w t h e b a s e l i n e b a n k f u l l d a t u m t h e n t h i s s h o u l d b e t r a c k e d a n d q u a n t i f i e d i n t h e s e c e l l s . Ta b l e 6 d . M o r p h o l o g y a n d H y d r a u l i c M o n i t o r i n g S u m m a r y ( D i m e n s i o n a l P a r a m e t e r s - C r o s s S e c t i o n ) 60 1 E a s t S t r e a m R e s t o r a t i o n , E E P P r o j e c t N u m b e r 9 5 7 5 6 - R e a c h 4 ( 4 9 5 f e e t ) Cr o s s S e c t i o n 1 7 ( P o o l ) Cr o s s S e c t i o n 1 8 ( R i f f l e ) Cross Section 3 (Riffle) 1 = W i d t h s a n d d e p t h s f o r m o n i t o r i n g r e s u r v e y w i l l b e b a s e d o n t h e b a s e l i n e b a n k f u l l d a t u m r e g a r d l e s s o f d i m e n s i o n a l / d e p o s i t i o n a l d e v e l o p m e n t . I n p u t t h e e l e v a t i o n u s e d a s t h e d a t u m , w h i c h s h o u l d b e c o n s i s t e n t a n d b a s e d o n t h e b a s e l i n e d a t u m e s t a b l i s h e d . I f t h e 51 5 52 0 52 5 53 0 53 5 54 0 54 5 55 0 55 5 5+ 0 0 7+ 0 0 9+ 0 0 11 + 0 0 13 + 0 0 15 + 0 0 17 + 0 0 19+0021+0023+00 Elevation (feet) St a t i o n ( f e e t ) 60 1 E a s t : R e a c h 1 Lo n g i t u d i n a l P r o f i l e Ma i n C h a n n e l : S t a t i o n 7 + 6 0 - 2 2 + 0 0 TW M Y - 0 0 BK F M Y - 0 0 WS M Y - 0 0 CR O S S SE C T I O N 3 PO O L ST A 1 2 + 2 0 CR O S S SE C T I O N 4 RI F F L E ST A 1 4 + 6 8 CR O S S SE C T I O N 5 PO O L ST A 1 6 + 2 3 CR O S S SE C T I O N 6 RI F F L E ST A 1 7 + 6 6 CROSS SECTION 7 POOL STA 19+30 CROSS SECTION 8 RIFFLE STA 20+59 ST R E A M CR O S S I N G 50 L F EX C L U S I O N CR O S S SE C T I O N 1 PO O L ST A 8 + 3 2 END OF EPHEMERAL REACH BEGIN REACH 1 STA 7+60 END REACH 1 BEGIN REACH 2 STA 22+00 CR O S S SE C T I O N 2 RI F F L E ST A 1 0 + 9 5 50 9 51 1 51 3 51 5 51 7 51 9 52 1 52 3 21 + 0 0 23 + 0 0 25 + 0 0 27 + 0 0 29 + 0 0 31+0033+00 Elevation (feet) St a t i o n ( f e e t ) 60 1 E a s t : R e a c h 2 Lo n g i t u d i n a l P r o f i l e Ma i n C h a n n e l : S t a t i o n 2 2 + 0 0 - 3 1 + 3 2 TW M Y - 0 0 BK F M Y - 0 0 WS M Y - 0 0 40 L F EX C L U S I O N LANDSFORD ROAD CR O S S SE C T I O N 9 RI F F L E ST A 2 4 + 2 5 CR O S S SE C T I O N 1 1 RI F F L E ST A 2 7 + 1 5 CR O S S SE C T I O N 1 2 RI F F L E ST A 2 9 + 6 7 CR O S S SE C T I O N 1 0 PO O L ST A 2 6 + 1 6 END REACH 1 BEGIN REACH 2 STA 22+00 END REACH 2 STA 31+32 48 8 49 0 49 2 49 4 49 6 49 8 50 0 42 + 0 0 44 + 0 0 46 + 0 0 48 + 0 0 50 + 0 0 52+0054+00 Elevation (feet) St a t i o n ( f e e t ) 60 1 E a s t : R e a c h 3 Lon g i t u d i n a l P r o f i l e Ma i n C h a n n e l : S t a t i o n 4 2 + 9 2 - 5 3 + 7 0 TW M Y - 0 0 BK F M Y - 0 0 WS M Y - 0 0 ST R E A M CR O S S I N G 60 L F EX C L U S I O N END OF REACH 3 BEGINNING OF REACH 4 STA 53+70 BEGINNING OF REACH 3 STA 42+92 CR O S S SE C T I O N 1 3 RI F F L E ST A 4 4 + 4 5 CR O S S SE C T I O N 1 4 PO O L ST A 4 8 + 7 8 CR O S S SE C T I O N 1 5 PO O L ST A 5 0 + 9 3 CROSS SECTION 16 RIFFLE STA 52+29 48 4 48 6 48 8 49 0 49 2 49 4 49 6 53 + 0 0 5 4 + 0 0 5 5 + 0 0 56 + 0 0 57 + 0 0 58+0059+00 Elevation (feet) St a t i o n ( f e e t ) 60 1 E a s t : R e a c h 4 Lon g i t u d i n a l P r o f i l e Ma i n C h a n n e l : S t a t i o n 5 3 + 7 0 - 5 8 + 6 5 TW M Y - 0 0 BK F M Y - 0 0 WS M Y - 0 0 END OF REACH 3 BEGINNING OF REACH 4 STA 53+70 CR O S S SE C T I O N 1 7 PO O L ST A 5 6 + 1 5 CR O S S SE C T I O N 1 8 RI F F L E ST A 5 6 + 4 2 END PROJECT STA 58+50 Pr o j e c t : 60 1 E a s t Cr o s s S e c t i o n : C r o s s S e c t i o n 1 MY 0 M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 Fe a t u r e Po o l A ( B K F ) 1 4 . 1 St a t i o n : 8+ 3 2 W ( B K F ) 1 3 . 6 Da t e : 1/ 2 9 / 1 5 Ma x d 2 . 1 Cr e w : SV , R Z Me a n d 1 . 0 W/ D 1 3 . 2 St a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s 54 5 . 3 3 L P I N 0. 3 4 5 4 5 . 2 6 5. 0 0 5 4 4 . 8 0 6. 0 4 5 4 4 . 8 2 B a n k f u l l l e f t T O B L 9. 1 3 5 4 3 . 3 1 10 . 1 8 5 4 2 . 7 6 T O E L 10 . 9 5 5 4 2 . 7 5 TW 11 . 5 3 5 4 2 . 7 5 12 . 6 3 5 4 3 . 2 0 T O E R 14 . 3 1 5 4 3 . 6 9 15 . 4 3 5 4 4 . 0 7 17 . 3 5 5 4 4 . 3 5 19 . 8 4 5 4 4 . 8 5 21 . 7 0 5 4 5 . 2 8 B a n k f u l l r i g h t T O B R 21 . 7 4 5 4 5 . 2 7 R P I N MY 0 5 - Y e a r Photo of XS-1, looking in the downstream direction Su m m a r y ( b a n k f u l l ) MY 0 3 - Y e a r MY 0 0 - Y E A R MY 0 1 - Y e a r MY 0 2 - Y e a r MY 0 4 - Y e a r 54 2 . 5 0 54 3 . 0 0 54 3 . 5 0 54 4 . 0 0 54 4 . 5 0 54 5 . 0 0 54 5 . 5 0 0. 0 0 5. 0 0 10 . 0 0 15 . 0 0 20.0025.00 Elevation (Feet) St a t i o n ( F e e t ) 60 1 E a s t , R e a c h 1 : C r o s s S e c t i o n 1 As - B u i l t Ye a r 1 Ye a r 2 Ye a r 3 Ye a r 4 Ye a r 5 BK F Pr o j e c t : 60 1 E a s t Cr o s s S e c t i o n : C r o s s S e c t i o n 2 MY 0 M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 Fe a t u r e Ri f f l e A ( B K F ) 9 . 0 St a t i o n : 10 + 9 5 W ( B K F ) 1 5 . 1 Da t e : 1/ 2 9 / 1 5 Ma x d 1 . 2 Cr e w : SV , R Z Me a n d 0 . 6 W/ D 2 5 . 3 St a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s 54 0 . 7 2 L P I N 0. 1 2 5 4 0 . 6 4 0. 7 5 5 4 0 . 4 0 T O B L B a n k f u l l l e f t 1. 4 4 5 4 0 . 1 4 4. 2 6 5 3 9 . 9 1 7. 4 6 5 3 9 . 8 2 9. 6 5 5 3 9 . 3 4 10 . 2 7 5 3 9 . 2 1 T O E L 10 . 4 8 5 3 9 . 2 0 TW 11 . 2 5 5 3 9 . 3 0 T O E R 11 . 5 8 5 3 9 . 2 9 12 . 6 8 5 3 9 . 4 6 12 . 8 1 5 3 9 . 7 7 15 . 5 9 5 4 0 . 3 4 16 . 4 7 5 4 0 . 5 2 T O B R B a n k f u l l r i g h t 18 . 3 3 5 4 0 . 4 8 19 . 4 0 5 4 0 . 4 6 19 . 4 0 5 4 0 . 6 6 R p i n MY 0 5 - Y e a r Photo of XS-2, looking in the downstream direction Su m m a r y ( b a n k f u l l ) MY 0 0 - Y E A R MY 0 1 - Y e a r MY 0 2 - Y e a r MY 0 3 - Y e a r MY 0 4 - Y e a r 53 9 . 0 0 53 9 . 2 0 53 9 . 4 0 53 9 . 6 0 53 9 . 8 0 54 0 . 0 0 54 0 . 2 0 54 0 . 4 0 54 0 . 6 0 54 0 . 8 0 0. 0 0 5. 0 0 10 . 0 0 15 . 0 0 20.0025.00 Elevation (Feet) St a t i o n ( F e e t ) 60 1 E a s t , R e a c h 1 : C r o s s S e c t i o n 2 As - B u i l t Ye a r 1 Ye a r 2 Ye a r 3 Ye a r 4 Ye a r 5 BK F Pr o j e c t : 60 1 E a s t Cr o s s S e c t i o n : C r o s s S e c t i o n 3 MY 0 M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 Fe a t u r e Po o l A ( B K F ) 8 . 7 St a t i o n : 12 + 2 0 W ( B K F ) 9 . 4 Da t e : 1/ 2 9 / 1 5 Ma x d 1 . 8 Cr e w : SV , R Z Me a n d 0 . 9 W/ D 1 0 . 2 St a t i o n E l e v a t i o n No t e s St a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s 53 8 . 5 5 LP I N 53 8 . 4 4 0. 7 0 5 3 8 . 0 7 6. 4 2 5 3 8 . 0 6 6. 8 0 5 3 7 . 8 7 T O B L B A N K F U L L L E F T 7. 2 7 5 3 7 . 6 4 8. 7 2 5 3 7 . 2 7 10 . 2 1 5 3 6 . 3 0 TO E L 10 . 4 6 5 3 6 . 1 3 11 . 5 8 5 3 6 . 1 0 TW 12 . 3 1 5 3 6 . 1 3 13 . 0 6 5 3 6 . 2 1 TO E R 13 . 9 2 5 3 7 . 2 1 15 . 2 8 5 3 7 . 8 2 16 . 1 9 5 3 7 . 8 7 T O B R B A N K F U L L R I G H T 17 . 3 1 5 3 7 . 8 2 17 . 3 8 5 3 8 . 0 1 RP I N MY 0 5 - Y e a r Photo of XS-3, looking in the downstream direction Su m m a r y ( b a n k f u l l ) MY 0 0 - Y E A R MY 0 1 - Y e a r MY 0 2 - Y e a r MY 0 3 - Y e a r MY 0 4 - Y e a r 53 5 . 5 0 53 6 . 0 0 53 6 . 5 0 53 7 . 0 0 53 7 . 5 0 53 8 . 0 0 53 8 . 5 0 53 9 . 0 0 0. 0 0 2. 0 0 4. 0 0 6. 0 0 8. 0 0 10 . 0 0 12 . 0 0 14 . 0 0 16.0018.0020.00 Elevation (Feet) St a t i o n ( F e e t ) 60 1 E a s t , R e a c h 1 : C r o s s S e c t i o n 3 As - B u i l t Ye a r 1 Ye a r 2 Ye a r 3 Ye a r 4 Ye a r 5 BK F Pr o j e c t : 60 1 E a s t Cr o s s S e c t i o n : C r o s s S e c t i o n 4 MY 0 M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 Fe a t u r e Ri f f l e A ( B K F ) 4 . 5 St a t i o n : 14 + 6 8 W ( B K F ) 8 . 8 Da t e : 1/ 2 9 / 1 5 Ma x d 0 . 9 Cr e w : SV , R Z Me a n d 0 . 5 W/ D 1 7 . 5 St a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s 53 4 . 0 9 L P I N 0. 2 0 5 3 3 . 9 0 2. 5 0 5 3 3 . 8 7 3. 7 9 5 3 3 . 7 0 4. 7 8 5 3 3 . 7 4 6. 0 9 5 3 3 . 8 9 7. 5 2 5 3 3 . 7 9 8. 0 4 5 3 3 . 6 9 TO B L B A N K F U L L L E F T 10 . 4 8 5 3 3 . 2 4 10 . 7 0 5 3 3 . 0 9 11 . 3 9 5 3 2 . 9 3 T O E L 12 . 3 6 5 3 2 . 8 9 12 . 4 6 5 3 2 . 8 8 T W 14 . 2 2 5 3 2 . 8 2 T O E R 14 . 7 9 5 3 3 . 2 5 15 . 8 9 5 3 3 . 4 3 16 . 8 6 5 3 3 . 6 9 TO B R B A N K F U L L R I G H T 18 . 9 3 5 3 3 . 5 0 20 . 8 8 5 3 3 . 3 7 22 . 2 1 5 3 3 . 5 7 22 . 2 1 5 3 3 . 6 7 R P I N MY 0 5 - Y e a r Photo of XS-4, looking in the downstream direction Su m m a r y ( b a n k f u l l ) MY 0 0 - Y E A R MY 0 1 - Y e a r MY 0 2 - Y e a r MY 0 3 - Y e a r MY 0 4 - Y e a r 53 2 . 6 0 53 2 . 8 0 53 3 . 0 0 53 3 . 2 0 53 3 . 4 0 53 3 . 6 0 53 3 . 8 0 53 4 . 0 0 53 4 . 2 0 0. 0 0 5. 0 0 10 . 0 0 15 . 0 0 20.0025.00 Elevation (Feet) St a t i o n ( F e e t ) 60 1 E a s t , R e a c h 1 : C r o s s S e c t i o n 4 As - B u i l t Ye a r 1 Ye a r 2 Ye a r 3 Ye a r 4 Ye a r 5 BK F Pr o j e c t : 60 1 E a s t Cr o s s S e c t i o n : C r o s s S e c t i o n 5 MY 0 M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 Fe a t u r e Po o l A ( B K F ) 1 2 . 8 St a t i o n : 16 + 2 3 W ( B K F ) 1 2 . 9 Da t e : 1/ 2 9 / 1 5 Ma x d 2 . 0 Cr e w : SV , R Z Me a n d 1 . 0 W/ D 1 3 . 0 St a t i o n E l e v a t i o n No t e s St a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s 53 0 . 8 3 LP I N 0. 1 1 5 3 0 . 5 4 0. 3 1 5 3 0 . 4 7 0. 9 4 5 3 0 . 4 9 T O B L B A N K F U L L L E F T 1. 2 2 5 3 0 . 3 3 2. 8 1 5 2 9 . 7 4 5. 2 7 5 2 9 . 6 7 5. 8 6 5 2 8 . 9 3 6. 7 6 5 2 8 . 8 6 TO E L 7. 6 7 5 2 8 . 5 9 TW 8. 7 6 5 2 8 . 4 7 TO E R 10 . 3 1 5 2 9 . 2 6 11 . 2 3 5 2 9 . 8 1 14 . 0 1 5 3 0 . 5 3 15 . 1 1 5 3 0 . 6 4 T O B R B A N K F U L L R I G H T 17 . 7 7 5 3 0 . 5 6 18 . 3 5 5 3 0 . 4 7 19 . 8 9 5 3 0 . 5 2 22 . 2 0 5 3 0 . 7 2 22 . 5 3 5 3 0 . 9 0 RP I N #R E F ! Photo of XS-5, looking in the downstream direction Su m m a r y ( b a n k f u l l ) MY 0 0 - Y E A R MY 0 1 - Y e a r MY 0 2 - Y e a r MY 0 3 - Y e a r MY 0 4 - Y e a r 52 8 . 0 0 52 8 . 5 0 52 9 . 0 0 52 9 . 5 0 53 0 . 0 0 53 0 . 5 0 53 1 . 0 0 53 1 . 5 0 0. 0 0 5. 0 0 10 . 0 0 15 . 0 0 20.0025.00 Elevation (Feet) St a t i o n ( F e e t ) 60 1 E a s t , R e a c h 1 : C r o s s S e c t i o n 5 As - B u i l t Ye a r 1 Ye a r 2 Ye a r 3 Ye a r 4 Ye a r 5 BK F Pr o j e c t : 60 1 E a s t Cr o s s S e c t i o n : C r o s s S e c t i o n 6 MY 0 M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 Fe a t u r e Ri f f l e A ( B K F ) 6 . 6 St a t i o n : 17 + 6 6 W ( B K F ) 1 1 . 3 Da t e : 1/ 2 9 / 1 5 Ma x d 1 . 3 Cr e w : SV , R Z Me a n d 0 . 6 W/ D 1 9 . 3 St a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s 52 8 . 4 9 L P I N 0. 2 8 5 2 8 . 3 4 3. 9 7 5 2 8 . 3 1 8. 6 2 5 2 8 . 1 1 TO B L B A N K F U L L L E F T 10 . 7 6 5 2 7 . 9 6 13 . 1 9 5 2 7 . 2 2 13 . 8 1 5 2 6 . 8 2 T O E L 14 . 7 8 5 2 6 . 8 0 T W 15 . 2 9 5 2 7 . 1 0 16 . 1 0 5 2 7 . 1 0 T O E R 16 . 6 5 5 2 7 . 2 3 18 . 9 4 5 2 7 . 9 1 20 . 8 4 5 2 8 . 3 0 22 . 6 9 5 2 8 . 7 7 TO B R B A N K F U L L R I G H T 22 . 7 2 5 2 8 . 8 0 R P I N Pu l l d o w n o r a n g e i f m o r e r o w s n e e d e d . #R E F ! Photo of XS-6 looking in the downstream direction Su m m a r y ( b a n k f u l l ) MY 0 0 - Y E A R MY 0 1 - Y e a r MY 0 2 - Y e a r MY 0 3 - Y e a r MY 0 4 - Y e a r 52 6 . 5 0 52 7 . 0 0 52 7 . 5 0 52 8 . 0 0 52 8 . 5 0 52 9 . 0 0 0. 0 0 5. 0 0 10 . 0 0 15 . 0 0 20.0025.00 Elevation (Feet) St a t i o n ( F e e t ) 60 1 E a s t , R e a c h 1 : C r o s s S e c t i o n 6 As - B u i l t Ye a r 1 Ye a r 2 Ye a r 3 Ye a r 4 Ye a r 5 BK F Pr o j e c t : 60 1 E a s t Cr o s s S e c t i o n : C r o s s S e c t i o n 7 MY 0 M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 Fe a t u r e Po o l A ( B K F ) 1 2 . 3 St a t i o n : 19 + 3 0 W ( B K F ) 1 0 . 3 Da t e : 1/ 2 9 / 1 5 Ma x d 2 . 0 Cr e w : SV , R Z Me a n d 1 . 2 W/ D 8 . 6 St a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s 52 5 . 4 1 L P I N 0. 2 6 5 2 5 . 0 6 1. 8 9 5 2 5 . 0 2 T O B L B A N K F U L L L E F T 2. 7 9 5 2 4 . 6 4 4. 9 7 5 2 4 . 1 6 6. 2 8 5 2 3 . 4 6 T O E L 6. 5 6 5 2 3 . 0 8 8. 3 7 5 2 3 . 0 4 T W 9. 1 3 5 2 3 . 0 4 T O E R 11 . 1 9 5 2 3 . 9 7 12 . 3 4 5 2 5 . 2 4 14 . 3 3 5 2 5 . 2 1 16 . 3 6 5 2 5 . 6 2 T O B R B A N K F U L L R I G H T 19 . 3 1 5 2 6 . 0 2 19 . 6 3 5 2 6 . 2 5 R P I N Pu l l d o w n o r a n g e i f m o r e r o w s n e e d e d . #R E F ! # R E F ! # R E F ! # R E F ! # R E F ! # R E F ! #R E F ! Photo of XS-7 looking in the downstream direction Su m m a r y ( b a n k f u l l ) MY 0 0 - Y E A R MY 0 1 - Y e a r MY 0 2 - Y e a r MY 0 3 - Y e a r MY 0 4 - Y e a r 52 3 . 0 0 52 3 . 5 0 52 4 . 0 0 52 4 . 5 0 52 5 . 0 0 52 5 . 5 0 52 6 . 0 0 52 6 . 5 0 0. 0 0 5. 0 0 10 . 0 0 15 . 0 0 20.0025.00 Elevation (Feet) St a t i o n ( F e e t ) 60 1 E a s t , R e a c h 1 : C r o s s S e c t i o n 7 As - B u i l t Ye a r 1 Ye a r 2 Ye a r 3 Ye a r 4 Ye a r 5 BK F Pr o j e c t : 60 1 E a s t Cr o s s S e c t i o n : C r o s s S e c t i o n 8 MY 0 M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 Fe a t u r e Ri f f l e A ( B K F ) 6 . 2 St a t i o n : 20 + 5 9 W ( B K F ) 1 0 . 1 Da t e : 1/ 2 9 / 1 5 Ma x d 1 . 0 Cr e w : SV , R Z Me a n d 0 . 6 W/ D 1 6 . 6 St a t i o n E l e v a t i o n No t e s St a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s 52 3 . 0 6 LP I N 0. 0 5 5 2 2 . 8 7 5. 8 5 5 2 2 . 6 7 8. 8 1 5 2 2 . 7 1 9. 3 5 5 2 2 . 4 8 B A N K F U L L L E F T T O B L 11 . 4 8 5 2 1 . 6 5 TO E L 12 . 8 6 5 2 1 . 6 2 13 . 4 2 5 2 1 . 4 7 TW 15 . 2 2 5 2 1 . 4 8 TO E R 15 . 9 4 5 2 1 . 8 4 18 . 3 1 5 2 2 . 2 3 19 . 4 8 5 2 2 . 4 8 T O B R B A N K F U L L R I G H T 21 . 3 2 5 2 2 . 4 9 21 . 5 6 5 2 2 . 5 5 RP I N Pu l l d o w n o r a n g e i f m o r e r o w s n e e d e d . #R E F ! Photo of XS-8 looking in the downstream direction Su m m a r y ( b a n k f u l l ) MY 0 0 - Y E A R MY 0 1 - Y e a r MY 0 2 - Y e a r MY 0 3 - Y e a r MY 0 4 - Y e a r 52 1 . 0 0 52 1 . 5 0 52 2 . 0 0 52 2 . 5 0 52 3 . 0 0 52 3 . 5 0 0. 0 0 5. 0 0 10 . 0 0 15 . 0 0 20.0025.00 Elevation (Feet) St a t i o n ( F e e t ) 60 1 E a s t , R e a c h 1 : C r o s s S e c t i o n 8 As - B u i l t Ye a r 1 Ye a r 2 Ye a r 3 Ye a r 4 Ye a r 5 BK F Pr o j e c t : 60 1 E a s t Cr o s s S e c t i o n : C r o s s S e c t i o n 9 MY 0 M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 Fe a t u r e Ri f f l e A ( B K F ) 1 7 . 7 St a t i o n : 24 + 2 5 W ( B K F ) 2 4 . 2 Da t e : 1/ 2 9 / 1 5 Ma x d 1 . 5 Cr e w : RZ , S V Me a n d 0 . 7 W/ D 3 3 . 1 St a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s 51 8 . 2 5 L P I N 0. 0 5 5 1 7 . 9 5 1. 0 2 5 1 7 . 9 9 1. 8 1 5 1 7 . 9 3 3. 4 1 5 1 7 . 7 3 4. 5 2 5 1 7 . 5 0 B A N K F U L L L E F T T O B L 5. 5 3 5 1 7 . 2 9 6. 2 2 5 1 7 . 1 5 8. 7 4 5 1 6 . 5 6 10 . 3 3 5 1 6 . 2 6 11 . 1 0 5 1 6 . 1 7 T O E L 12 . 3 5 5 1 5 . 9 6 T W 13 . 2 3 5 1 6 . 0 7 14 . 4 9 5 1 5 . 9 9 T O E R 17 . 7 1 5 1 6 . 7 8 22 . 5 2 5 1 7 . 0 8 27 . 7 4 5 1 7 . 2 9 29 . 2 4 5 1 7 . 6 2 BA N K F U L L R I G H T T O B R 29 . 4 0 5 1 7 . 7 2 R P I N Pu l l d o w n o r a n g e i f m o r e r o w s n e e d e d . MY 0 5 - Y e a r Photo of XS-9, looking in the downstream direction Su m m a r y ( b a n k f u l l ) MY 0 3 - Y e a r MY 0 0 - Y E A R MY 0 1 - Y e a r MY 0 2 - Y e a r MY 0 4 - Y e a r 51 5 . 5 0 51 6 . 0 0 51 6 . 5 0 51 7 . 0 0 51 7 . 5 0 51 8 . 0 0 51 8 . 5 0 0. 0 0 5. 0 0 10 . 0 0 15 . 0 0 20 . 0 0 25 . 0 0 30.0035.00 Elevation (Feet) St a t i o n ( F e e t ) 60 1 E a s t , R e a c h 2 : C r o s s S e c t i o n 9 As - B u i l t Ye a r 1 Ye a r 2 Ye a r 3 Ye a r 4 Ye a r 5 BK F Pr o j e c t : 60 1 E a s t Cr o s s S e c t i o n : C r o s s S e c t i o n 1 0 MY 0 M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 Fe a t u r e Po o l A ( B K F ) 2 5 . 3 St a t i o n : 26 + 1 6 W ( B K F ) 1 9 . 2 Da t e : 1/ 2 9 / 1 5 Ma x d 2 . 5 Cr e w : RZ , S V Me a n d 1 . 3 W/ D 1 4 . 6 St a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s 51 6 . 9 3 L P I N 0. 1 7 5 1 6 . 7 2 1. 2 7 5 1 6 . 7 0 1. 4 9 5 1 6 . 4 0 3. 5 0 5 1 6 . 2 2 B A N K F U L L L E F T T O B L 5. 2 2 5 1 5 . 8 0 9. 3 1 5 1 4 . 7 0 11 . 1 5 5 1 4 . 0 4 T O E L 13 . 0 8 5 1 3 . 7 0 T W 15 . 1 1 5 1 3 . 7 0 T O E R 17 . 6 9 5 1 5 . 0 1 23 . 8 6 5 1 6 . 4 9 B A N K F U L L R I G H T T O B R 27 . 7 5 5 1 7 . 0 5 27 . 9 3 5 1 7 . 1 5 R P I N Pu l l d o w n o r a n g e i f m o r e r o w s n e e d e d . MY 0 5 - Y e a r Photo of XS-10, looking in the downstream direction Su m m a r y ( b a n k f u l l ) MY 0 3 - Y e a r MY 0 0 - Y E A R MY 0 1 - Y e a r MY 0 2 - Y e a r MY 0 4 - Y e a r 51 3 . 5 0 51 4 . 0 0 51 4 . 5 0 51 5 . 0 0 51 5 . 5 0 51 6 . 0 0 51 6 . 5 0 51 7 . 0 0 51 7 . 5 0 0. 0 0 5. 0 0 10 . 0 0 15 . 0 0 20 . 0 0 25.0030.00 Elevation (Feet) St a t i o n ( F e e t ) 60 1 E a s t , R e a c h 2 : C r o s s S e c t i o n 1 0 As - B u i l t Ye a r 1 Ye a r 2 Ye a r 3 Ye a r 4 Ye a r 5 BK F Pr o j e c t : 60 1 E a s t Cr o s s S e c t i o n : C r o s s S e c t i o n 1 1 MY 0 M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 Fe a t u r e Ri f f l e A ( B K F ) 9 . 4 St a t i o n : 27 + 1 5 W ( B K F ) 1 5 . 5 Da t e : 1/ 2 9 / 1 5 Ma x d 1 . 5 Cr e w : RZ , S V Me a n d 0 . 6 W/ D 2 5 . 5 St a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s 51 6 . 4 3 L P I N 0. 4 1 5 1 6 . 1 9 0. 8 4 5 1 5 . 8 4 3. 6 0 5 1 5 . 4 7 4. 6 5 5 1 5 . 1 6 B A N K F U L L L E F T T O B L 7. 2 0 5 1 4 . 6 8 8. 6 6 5 1 4 . 1 7 10 . 1 0 5 1 3 . 7 2 T O E L 11 . 0 7 5 1 3 . 6 7 T W 11 . 7 1 5 1 3 . 7 1 T O E R 12 . 3 3 5 1 3 . 7 7 14 . 4 0 5 1 4 . 7 8 15 . 3 2 5 1 4 . 9 5 18 . 2 7 5 1 5 . 0 2 B A N K F U L L R I G H T T O B R 24 . 9 6 5 1 5 . 5 3 24 . 9 6 5 1 5 . 6 5 R P I N Pu l l d o w n o r a n g e i f m o r e r o w s n e e d e d . MY 0 5 - Y e a r Photo of XS-11 looking in the downstream direction Su m m a r y ( b a n k f u l l ) MY 0 3 - Y e a r MY 0 0 - Y E A R MY 0 1 - Y e a r MY 0 2 - Y e a r MY 0 4 - Y e a r 51 3 . 5 0 51 4 . 0 0 51 4 . 5 0 51 5 . 0 0 51 5 . 5 0 51 6 . 0 0 51 6 . 5 0 51 7 . 0 0 0. 0 0 5. 0 0 10 . 0 0 15 . 0 0 20 . 0 0 25.0030.00 Elevation (Feet) St a t i o n ( F e e t ) 60 1 E a s t , R e a c h 2 : C r o s s S e c t i o n 1 1 As - B u i l t Ye a r 1 Ye a r 2 Ye a r 3 Ye a r 4 Ye a r 5 BK F Pr o j e c t : 60 1 E a s t Cr o s s S e c t i o n : C r o s s S e c t i o n 1 2 MY 0 M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 Fe a t u r e Po o l A ( B K F ) 2 1 . 3 St a t i o n : 29 + 6 7 W ( B K F ) 2 0 . 0 Da t e : 1/ 2 9 / 1 5 Ma x d 2 . 5 Cr e w : RZ , S V Me a n d 1 . 1 W/ D 1 8 . 8 St a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s 51 4 . 5 4 L P I N 0. 1 5 5 1 4 . 3 3 1. 6 1 5 1 4 . 1 2 2. 0 8 5 1 3 . 8 2 2. 4 8 5 1 3 . 6 8 T O B L , B A N K F U L L L E F T 2. 9 5 5 1 3 . 5 0 4. 1 4 5 1 2 . 9 0 5. 3 5 5 1 2 . 8 0 8. 0 1 5 1 1 . 5 1 8. 6 8 5 1 1 . 3 3 T O E L 9. 6 3 5 1 1 . 1 8 T W 10 . 3 0 5 1 1 . 2 0 T O E R 12 . 2 8 5 1 2 . 2 2 13 . 9 2 5 1 2 . 3 4 16 . 5 1 5 1 3 . 1 4 20 . 1 8 5 1 3 . 5 0 T O B R , B A N K F U L L R I G H T 26 . 5 0 5 1 3 . 9 9 26 . 5 0 5 1 4 . 1 5 R P I N Pu l l d o w n o r a n g e i f m o r e r o w s n e e d e d . MY 0 5 - Y e a r Photo of XS-12, looking in the downstream direction Su m m a r y ( b a n k f u l l ) MY 0 0 - Y E A R MY 0 1 - Y e a r MY 0 2 - Y e a r MY 0 3 - Y e a r MY 0 4 - Y e a r 51 1 . 0 0 51 1 . 5 0 51 2 . 0 0 51 2 . 5 0 51 3 . 0 0 51 3 . 5 0 51 4 . 0 0 51 4 . 5 0 51 5 . 0 0 0. 0 0 5. 0 0 10 . 0 0 15 . 0 0 20 . 0 0 25.0030.00 Elevation (Feet) St a t i o n ( F e e t ) 60 1 E a s t , R e a c h 2 : C r o s s S e c t i o n 1 2 As - B u i l t Ye a r 1 Ye a r 2 Ye a r 3 Ye a r 4 Ye a r 5 BK F Pr o j e c t : 60 1 E a s t Cr o s s S e c t i o n : C r o s s S e c t i o n 1 3 MY 0 M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 Fe a t u r e Ri f f l e A ( B K F ) 1 2 . 8 St a t i o n : 44 + 4 5 W ( B K F ) 1 5 . 9 Da t e : 1/ 2 8 / 1 5 Ma x d 1 . 6 Cr e w : RZ , S V Me a n d 0 . 8 W/ D 1 9 . 6 St a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s 49 7 . 9 8 L P I N 0. 1 7 4 9 8 . 0 2 3. 4 4 4 9 7 . 8 8 T O B L , B A N K F U L L L E F T 5. 5 6 4 9 7 . 4 4 7. 9 5 4 9 7 . 2 4 10 . 5 3 4 9 6 . 5 5 11 . 0 8 4 9 6 . 3 1 T O E R 12 . 5 0 4 9 6 . 2 7 T W 13 . 6 3 4 9 6 . 4 1 T O E L 13 . 7 8 4 9 6 . 5 2 14 . 7 0 4 9 6 . 6 9 15 . 7 0 4 9 7 . 1 8 18 . 0 9 4 9 7 . 5 4 20 . 8 9 4 9 8 . 3 3 T O B R , B A N K F U L L R I G H T 23 . 2 5 4 9 8 . 4 5 23 . 2 5 4 9 8 . 6 4 R P I N Pu l l d o w n o r a n g e i f m o r e r o w s n e e d e d . MY 0 5 - Y e a r Photo of XS-13, looking in the downstream direction Su m m a r y ( b a n k f u l l ) MY 0 3 - Y e a r MY 0 0 - Y E A R MY 0 1 - Y e a r MY 0 2 - Y e a r MY 0 4 - Y e a r 49 6 . 0 0 49 6 . 5 0 49 7 . 0 0 49 7 . 5 0 49 8 . 0 0 49 8 . 5 0 49 9 . 0 0 0. 0 0 5. 0 0 10 . 0 0 15 . 0 0 20.0025.00 Elevation (Feet) St a t i o n ( F e e t ) 60 1 E a s t , R e a c h 3 : C r o s s S e c t i o n 1 3 As - B u i l t Ye a r 1 Ye a r 2 Ye a r 3 Ye a r 4 Ye a r 5 BK F Pr o j e c t : 60 1 E a s t Cr o s s S e c t i o n : C r o s s S e c t i o n 1 4 MY 0 M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 Fe a t u r e Po o l A ( B K F ) 2 8 . 2 St a t i o n : 48 + 7 8 W ( B K F ) 1 7 . 6 Da t e : 1/ 2 8 / 1 5 Ma x d 3 . 4 Cr e w : RZ , S V Me a n d 1 . 6 W/ D 1 1 . 0 St a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s 49 5 . 6 9 L P I N 49 5 . 5 5 1. 9 5 4 9 5 . 8 2 3. 1 1 4 9 5 . 5 0 TO B L , B A N K F U L L L E F T 4. 6 5 4 9 5 . 0 8 6. 8 6 4 9 4 . 1 1 7. 8 5 4 9 3 . 5 8 9. 9 5 4 9 2 . 7 3 T O E L 11 . 1 9 4 9 2 . 0 9 12 . 0 9 4 9 2 . 0 8 T W 13 . 0 8 4 9 2 . 7 9 T O E R 16 . 1 3 4 9 4 . 1 2 20 . 5 7 4 9 5 . 4 8 22 . 0 9 4 9 5 . 6 9 TO B R , B A N K F U L L R I G H T 23 . 9 0 4 9 5 . 7 2 23 . 9 3 4 9 5 . 8 9 R P I N Pu l l d o w n o r a n g e i f m o r e r o w s n e e d e d . MY 0 5 - Y e a r Photo of XS-14, looking in the downstream direction Su m m a r y ( b a n k f u l l ) MY 0 3 - Y e a r MY 0 0 - Y E A R MY 0 1 - Y e a r MY 0 2 - Y e a r MY 0 4 - Y e a r 49 1 . 5 0 49 2 . 0 0 49 2 . 5 0 49 3 . 0 0 49 3 . 5 0 49 4 . 0 0 49 4 . 5 0 49 5 . 0 0 49 5 . 5 0 49 6 . 0 0 49 6 . 5 0 0. 0 0 5. 0 0 10 . 0 0 15 . 0 0 20 . 0 0 25.0030.00 Elevation (Feet) St a t i o n ( F e e t ) 60 1 E a s t , R e a c h 3 : C r o s s S e c t i o n 1 4 As - B u i l t Ye a r 1 Ye a r 2 Ye a r 3 Ye a r 4 Ye a r 5 BK F Pr o j e c t : 60 1 E a s t Cr o s s S e c t i o n : C r o s s S e c t i o n 1 5 MY 0 M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 Fe a t u r e Po o l A ( B K F ) 3 6 . 1 St a t i o n : 50 + 9 3 W ( B K F ) 1 9 . 6 Da t e : 1/ 2 8 / 1 5 Ma x d 3 . 4 Cr e w : RZ , S V Me a n d 1 . 8 W/ D 1 0 . 6 St a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s 49 4 . 5 0 L P I N 0. 0 7 4 9 4 . 3 3 3. 4 6 4 9 4 . 4 2 T O B L , B A N K F U L L L E F T 3. 8 8 4 9 3 . 7 2 4. 4 3 4 9 3 . 3 5 6. 2 2 4 9 2 . 7 8 9. 2 1 4 9 1 . 7 3 T O E L 10 . 7 5 4 9 1 . 0 0 11 . 6 3 4 9 0 . 9 8 T W 12 . 7 3 4 9 1 . 1 1 13 . 5 3 4 9 1 . 7 2 13 . 6 9 4 9 1 . 6 5 T O E R 16 . 3 9 4 9 2 . 6 9 18 . 2 0 4 9 2 . 9 1 20 . 4 2 4 9 3 . 6 8 21 . 3 9 4 9 4 . 1 1 23 . 7 2 4 9 4 . 5 5 T O B R , B A N K F U L L R I G H T 24 . 9 3 4 9 4 . 5 3 24 . 9 3 4 9 4 . 6 3 R P I N Pu l l d o w n o r a n g e i f m o r e r o w s n e e d e d . MY 0 5 - Y e a r Photo of XS-15 looking in the downstream direction Su m m a r y ( b a n k f u l l ) MY 0 3 - Y e a r MY 0 0 - Y E A R MY 0 1 - Y e a r MY 0 2 - Y e a r MY 0 4 - Y e a r 49 0 . 5 0 49 1 . 0 0 49 1 . 5 0 49 2 . 0 0 49 2 . 5 0 49 3 . 0 0 49 3 . 5 0 49 4 . 0 0 49 4 . 5 0 49 5 . 0 0 0. 0 0 5. 0 0 10 . 0 0 15 . 0 0 20 . 0 0 25.0030.00 Elevation (Feet) St a t i o n ( F e e t ) 60 1 E a s t , R e a c h 3 : C r o s s S e c t i o n 1 5 As - B u i l t Ye a r 1 Ye a r 2 Ye a r 3 Ye a r 4 Ye a r 5 BK F Pr o j e c t : 60 1 E a s t Cr o s s S e c t i o n : C r o s s S e c t i o n 1 6 MY 0 M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 Fe a t u r e Ri f f l e A ( B K F ) 1 4 . 1 St a t i o n : 52 + 2 9 W ( B K F ) 1 7 . 7 Da t e : 1/ 2 8 / 1 5 Ma x d 1 . 6 Cr e w : RZ , S V Me a n d 0 . 8 W/ D 2 2 . 4 St a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s 49 3 . 9 2 L P I N 0. 0 8 4 9 3 . 7 3 TO B L , B A N K F U L L L E F T 1. 9 2 4 9 3 . 5 8 3. 2 1 4 9 3 . 1 6 5. 3 5 4 9 3 . 1 9 7. 8 8 4 9 2 . 1 5 T O E L 8. 9 9 4 9 2 . 1 8 T W 10 . 5 0 4 9 2 . 2 0 T O E R 11 . 7 7 4 9 2 . 4 7 13 . 0 3 4 9 2 . 8 3 15 . 3 4 4 9 3 . 0 9 15 . 9 1 4 9 3 . 3 8 18 . 0 0 4 9 3 . 7 6 TO B R , B A N K F U L L R I G H T 20 . 2 8 4 9 3 . 8 0 20 . 2 8 4 9 4 . 0 3 R P I N Pu l l d o w n o r a n g e i f m o r e r o w s n e e d e d . MY 0 5 - Y e a r Photo of XS-16, looking in the downstream direction Su m m a r y ( b a n k f u l l ) MY 0 0 - Y E A R MY 0 1 - Y e a r MY 0 2 - Y e a r MY 0 3 - Y e a r MY 0 4 - Y e a r 49 2 . 0 0 49 2 . 5 0 49 3 . 0 0 49 3 . 5 0 49 4 . 0 0 49 4 . 5 0 0. 0 0 5. 0 0 10 . 0 0 15 . 0 0 20.0025.00 Elevation (Feet) St a t i o n ( F e e t ) 60 1 E a s t , R e a c h 3 : C r o s s S e c t i o n 1 6 As - B u i l t Ye a r 1 Ye a r 2 Ye a r 3 Ye a r 4 Ye a r 5 BK F Pr o j e c t : 60 1 E a s t Cr o s s S e c t i o n : C r o s s S e c t i o n 1 7 MY 0 M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 Fe a t u r e Po o l A ( B K F ) 2 9 . 8 St a t i o n : 56 + 5 1 W ( B K F ) 1 6 . 9 Da t e : 1/ 2 8 / 1 5 Ma x d 2 . 7 Cr e w : RZ , S V Me a n d 1 . 8 W/ D 9 . 6 St a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s 49 2 . 6 3 L P I N 0. 1 2 4 9 2 . 5 0 2. 2 5 4 9 2 . 5 3 T O B L 3. 9 3 4 9 2 . 2 3 8. 6 8 4 9 1 . 1 6 12 . 4 5 4 8 9 . 9 1 B A N K F U L L L E F T 15 . 3 9 4 8 8 . 8 7 16 . 2 1 4 8 7 . 7 7 T O E L 17 . 8 7 4 8 7 . 5 7 17 . 9 9 4 8 7 . 5 7 20 . 5 6 4 8 7 . 1 9 T W 23 . 6 3 4 8 7 . 2 4 25 . 6 7 4 8 8 . 0 7 26 . 7 6 4 8 8 . 4 7 T O E R 27 . 9 2 4 8 9 . 1 7 29 . 7 7 4 9 0 . 1 2 B A N K F U L L R I G H T 30 . 9 4 4 9 0 . 5 4 34 . 6 1 4 9 1 . 5 8 39 . 5 4 4 9 2 . 5 1 T O B R 41 . 4 8 4 9 2 . 5 4 41 . 5 0 4 9 2 . 5 5 R P I N Pu l l d o w n o r a n g e i f m o r e r o w s n e e d e d . MY 0 5 - Y e a r Photo of XS-17, looking in the downstream direction Su m m a r y ( b a n k f u l l ) MY 0 0 - Y E A R MY 0 1 - Y e a r MY 0 2 - Y e a r MY 0 3 - Y e a r MY 0 4 - Y e a r 48 6 . 0 0 48 7 . 0 0 48 8 . 0 0 48 9 . 0 0 49 0 . 0 0 49 1 . 0 0 49 2 . 0 0 49 3 . 0 0 0. 0 0 5. 0 0 10 . 0 0 15 . 0 0 20 . 0 0 25 . 0 0 30 . 0 0 35.0040.0045.00 Elevation (Feet) St a t i o n ( F e e t ) 60 1 E a s t , R e a c h 4 : C r o s s S e c t i o n 1 7 Se r i e s 1 Ye a r 1 Ye a r 2 Ye a r 3 Ye a r 4 Ye a r 5 BK F Pr o j e c t : 60 1 E a s t Cr o s s S e c t i o n : C r o s s S e c t i o n 1 8 MY 0 M Y 1 M Y 2 M Y 3 M Y 4 M Y 5 Fe a t u r e Ri f f l e A ( B K F ) 1 4 . 7 St a t i o n : 56 + 4 2 W ( B K F ) 1 4 . 9 Da t e : 1/ 2 8 / 1 5 Ma x d 1 . 5 Cr e w : RZ , S V Me a n d 1 . 0 W/ D 1 5 . 2 St a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s S t a t i o n E l e v a t i o n N o t e s 49 2 . 8 3 L P I N 0. 0 8 4 9 2 . 6 2 2. 7 7 4 9 2 . 6 5 T O B L 7. 6 0 4 9 0 . 8 0 10 . 1 6 4 9 0 . 1 8 13 . 7 2 4 9 0 . 0 1 B A N K F U L L L E F T 16 . 4 7 4 8 8 . 9 7 17 . 9 5 4 8 8 . 6 8 T O E L 19 . 2 8 4 8 8 . 5 1 20 . 1 1 4 8 8 . 5 3 T W 21 . 0 4 4 8 8 . 5 4 22 . 6 8 4 8 8 . 5 5 23 . 5 1 4 8 8 . 5 7 T O E R 27 . 4 6 4 8 9 . 7 8 B A N K F U L L R I G H T 29 . 8 7 4 9 0 . 2 4 32 . 2 3 4 9 0 . 6 6 35 . 6 8 4 9 1 . 4 7 39 . 5 5 4 9 1 . 9 2 T O B R 42 . 7 2 4 9 1 . 9 4 42 . 7 2 4 9 2 . 0 5 R P I N Pu l l d o w n o r a n g e i f m o r e r o w s n e e d e d . MY 0 5 - Y e a r Photo of XS-18, looking in the downstream direction Su m m a r y ( b a n k f u l l ) MY 0 3 - Y e a r MY 0 0 - Y E A R MY 0 1 - Y e a r MY 0 2 - Y e a r MY 0 4 - Y e a r 48 8 . 0 0 48 8 . 5 0 48 9 . 0 0 48 9 . 5 0 49 0 . 0 0 49 0 . 5 0 49 1 . 0 0 49 1 . 5 0 49 2 . 0 0 49 2 . 5 0 49 3 . 0 0 49 3 . 5 0 0. 0 0 5 . 0 0 10 . 0 0 15 . 0 0 20 . 0 0 25 . 0 0 30 . 0 0 35.0040.0045.00 Elevation (Feet) St a t i o n ( F e e t ) 60 1 E a s t , R e a c h 4 : C r o s s S e c t i o n 1 8 As - B u i l t Ye a r 1 Ye a r 2 Ye a r 3 Ye a r 4 Ye a r 5 BK F Ap p e n d i x C – V e g e t a t i o n D a t a [This page intentionally left blank.] Vegetation Plot Photos Vegetation Plot Photos !" # $% & % ’( ) * ( + ,,, -# # . / / / 000 *& #( * ’ , , , / / / / / / ///000/0/0/0 *& 00 1 . 1" . / //,,, 1 . ,, , 0 0 0 , , , , / / / / / 0 0 0 ///000 0, & 0, & 0, & 0, & 0, & 0, & 0 & ,/ ,/ 0 & 0 & 0 & 0 & 0 & 0 & 0& 0 0& 0 0& 0 ,& 0 ,& 0 ,&00&0&0& &/ &/ &/,&0,&0,&00,&0&0& 2" 3 # , 4 2" 3 ( # , 4 !3 ( # , 4 !3 # , 4 !!"#$%& # ! " $ % & ’’ $( ) % ,& , *+ , -# & -# . & ’ ’. ,& , ,& , ,& , ,& , ,& , ,& , ,,&/,&,,&,,&, !"############ " !" #$%# $% &# ’()*+& +,"! $% &# +-+)( +"!"." (" "$ /% &’01""/ &’01""/ ’ (1"/ "" ’/" ’/" ),"’()*+&/ 2/," (!"")*##################################### $+ $+34& + ,5!’ ’-./ ##’0-./ .1/ 12.++2/ 4 !" "#$ % &’()* +", !"#$% &$$ ### $ ’( )"#!$ * +", + - . ./$ 0))"##! ##", ##1)#.2 ", # 3 # #$ (#$ 3 # $ 3 # -$))))(. / / -! 4!5 0 1 "$ 2!2 3%4 / % !/ !"#$% &$$ ### $ ’( )"#!$ * +", + - .. /$ 0))"##! ##", ##1)#.2 ",# 3 # 3 # #$ (#$ 3 # $ -$))))(. / % !/ % 2 -$)(. % % 5 5 )6)6 ) )6)6 ( )6)6 ’ )6)6 & )6)6 7 )6)6 8 )6)6 . )6)6 9 )6)6 : )6)6 ) 1$ - !-"#$%,%%% &$$ ##1$ -# $ ’( )"#-!$,2 * +", +- - .. /$,%% 0))"#-#! ,2 ##", ##-1)#.2,%222 ", #% 3 # 1$ -,% 3 # #$ (-#$ ,2 3 # $-,%% -$)))))(.))((((8 ):):()(’)9 )8 (’ Ap p e n d i x D – R e c o r d D r a w i n g P l a n S h e e t s [This page intentionally left blank.] ® m�`e. �;��; -' vry rioava Hiaory irvnoo rvoirvn I I I I � YI 19fi&'i 'diEi ^�•... C4T. Y3o �' 133Hs 3111 u � $ 'p'd 'a vl�vH ! 'ems-. 1543 1.09 ��owzo c� zr3lw AIR d a KE � WE CZD RIM ell pi I 011 1i1JUH-Nel 4 &4'1 t I C _1 -,� \ \a \ ( _ ■ �� , � Al�,. _, , %\§\n ` ¥ » §| |! /dX\ " [ ��[ �� _ ■ �� , � Al�,. _, , %\§\n ` ¥ » §| |! /dX\ " [ ��[ �� ,■ • "-■ ^ � =- ■• ■• , § ■ �E ■ § § ;- i \ § k PC �� { ( � ![ !■■ —� _) !■l22� ; ©§!§ ® . !, Yd ( PRO \ » § &; r / ~ ^ -w ----- � \ ,.,.! Fan all "a am 22§§§a «k2§K)( /» / \ §9932f `f \]H(/ 1, Fan all "a am 22§§§a «k2§K)( !■:,;.. 22\\\\\ --------w-- � � � f§(§k(\ !;!■!!§ ,a¥) m { ]({F -1 f§(§k(\ !;!■!!§ f;■;»;! N„o a i B�^ \ d LA s � «§7 !|| 39 !:! |,! 39 \Hir Fs-�-. 72 «„ !|2 !)| !!; |2\ p^ -:::x •-• r -:s ��w -z3 of oo-s> rry avis F� T � 4 ri \ 4 1 1i IN e -C 4 g e tlN lO2]VO N UON' NII O[J NOIN (l LL�95 01 OStZ9 NOLLV16 M31/� NV -1d 111(19 -SV g /v aa_ g 3 § 3 aa_ g �a \ i Yf �a \ =.":" - 4`a',Y"�^'s' G' O 'h1Nfl OaJ NOIN (1 ffi 3"lltl Oild '1V 11sJN01 M'J V323 I I I I 6 +rp}� Se 5�.. � � Iwo ... ¢� a q � s g — W �I YI ss AY F VIII Y� �J� �2/ �y_� ° _ � G. \/§<< � » ^ \ - `\ _ � � � j// � � \ . j a- �--- ��_ �-� . g� �% \2 � » � � ^ � j// � � \ . j a- �--- ��_ �-� . g� �% II I s I o � � s �eo ��n p � iil%. E w vi c v S 3 ? ? § s _ 4�-�y> NeusM1v-.a _ _ aex� s;. a ..�...a vry saiory �rvstlrvv�d 1rvnoeos oirvn _ I I I e l �I C�yy p s �� gg�W�� - 77 F � f � s g ❑LI❑❑❑❑ i T i' N bid �JNI Nbod rllln 0 -Sb 6 � _ i1 ❑❑❑❑❑❑ I'�I 6 � _ i1 ❑❑❑❑❑❑ o\ v\ 6 � _ ❑❑❑❑❑❑ « L— - , / — _ ƒIN, ! lit )§})\) NJ „ } \ ter nnnonn { p -== r � � 91 �P a 11111 ;J _ , II .�/ - � � ^ �_ � ° �� ...2/�\� y^_ / / : © ^ ^ �� ------ ƒ�� \��a._c. ��< \ � ; § z� § ) �� &� �§ | » } (§;§ � �� ^ -_�� §§(7§7 � _ © gwwk2;$ _�� ,\ oounAo \ �'� �Z ____.-. _..-�:::.� e�:.�p,� ��.��. He-,d��.,�os,��a-�„ � IIIIIrz;3,: � I a � _ a\ s sa_� s �� o� �' o i _ �� V�