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Home My WebLink AboutFDP202300002 Study 2023-03-03MEADOW CREEK BASIN TRAILS & BRIDGES Prepared for: City of Charlottesville Attn: Chris Gensic PO Box 9ti Charlottesville, VA 22902 434.970.3656 gensic@charlottesville.gov tiA tWILLIAM LTH KIPLING �r U MUMAW Y Lic. No. 049293 Flood Study Engineer: H=-- Reviewed by: Prepared by: ECOSYSTEM SERVICES 1102 Carlton Ave. Charlottesville, VA 540.239•1428 1 kip@ecosystemservices.us Date: February 28, 2023 Firm License: 0407006030 Responsible for pages t through 50 n ECOSYSTEM SERVICES 2/28/2023 Meadow Creek Basin Trails & Bridges Flood Study TABLE OF CONTENTS Engineering Statement & Data Sources 1. Introduction z. Modeling Methodology 3. Hydraulic Model 4. Results 3 4 3 6 7 Appendix A: Annotated FIRM & Topographic Work Map 8 Appendix B: Summary Table Comparisons 11 Appendix C: Detailed Model Outputs 12 ENGINEERING STATEMENT The analyses found within this report have been performed according to the approaches and methods described. Ecosystem Services is not responsible for the accuracy of any data that has been relied upon but performed by others with or without their knowledge. Any changes to the environmental conditions, information provided by others, and advances in scientific or engineering practice may invalidate this report and should be evaluated separately. Any conclusions or results found herein are applicable only to the point of analysis and subject of inquiry and should not be applied to other sites, points of analysis, or to draw other conclusions. DATA SOURCES Imagery and parcel data Source: VGIN http://gismaps.vita.virginia.gov/arcgis/rest/services Topography Source: Line and Grade, VGIN Ground and flown topo conducted by Draper Aden, zozz. Supplemental LiDAR 1-meter data downloaded from VGIN Hydraulic Mapping and Steady Flow Data Information Preliminary Effective Model, January zozi. Provided by STARR II consultant AECOM, Noah Porter. Prelim Floodmapping: Charlottesville_Prelim-FEMA.zip Flood Insurance Rate Map (FIRM) Map Number:5too3Coz78D Community: City of Charlottesville (510033) Hydraulic Model RVA Meadow Creek-Vi.ziD GIS Shapefile Outputs Meadow —Creek Floodmap-Vt.zip 1. INTRODUCTION Project Summary Ecosystem Services has evaluated the Meadow Creek Basin trails and bridges project in City of Charlottesville, Virginia. The proposed work is within the FEMA regulated Zone AE flood hazard zone (including the floodway). This project will include grading activities that will alter the topography of the floodplain and includes two bridges across Meadow Creek (see exhibit below showing the project area outlined in red). These activities will encroach the regulated floodplain. The purpose of this evaluation was to determine the impact on the regulatory floodplain and floodway. A conditional letter of map revision (CLOMR) will be submitted to FEMA upon approval by the City of Charlottesville. A review of available data was conducted to develop the hydraulic modeling necessary to evaluate the effects of the proposed activity. A preliminary effective model with preliminary effective date of January 2021 was used as the basis for this analysis. This report shows that the proposed project impacts both the floodplain and floodway within the project area and upstream approximately 1,316.61-feet. Water surface elevation changes for the 1% annual chance flood within the project area is a maximum of 1.14-feet and outside the project area ranges from o.ol-feet to 0.42- feet. The effected cross sections are 18385 through 15516. Project Area outlined in red. Study area encompasses cross sections 18385 -155i6 2. MODELING METHODOLOGY Methodology & Available Data The United States Army Corps of Engineers (USACE) Hydraulic Engineering Center River Analysis System (HEC- RAS) analysis engine 5.0.7 was used to compute water surface elevations and model floodways. A preliminary effective model was provided by AECOM and developed by STARRIL The date of this preliminary effective model hydraulic report is January 2021, with a model study date of 2020. The preliminary effective model was duplicated and imported using the CivilGeo application, GeoHEC-RAS. Model outputs were compared to results provided as part of the preliminary effective data package and are identical. All flood hazard line mapping was initially exported from GeoHEC-RAS, and then ESRI ArcPrO 3.1.0 was utilized to prepare final mapping outputs. Vertical & Horizontal Datum The study was performed using data provided in or transformed to the North American Vertical Datum of 1988 (NAVD 88). All data used in this study is georeferenced to the Virginia State Plane South Zone referenced to the North American Datum of 1983 (NAD83). Topographic & Site Data Data for the development of base mapping and subsequent model creation was compiled from 2016 LiDAR derived 1-meter topography from VGIN and 2022 ground and flown survey information produced by Draper Aden & Associates. The data sets were merged to create site specific topographic information for both existing and proposed conditions. Building areas (i.e. obstructions) were derived from VGIN polygons representing buildings and were imported to define obstructed areas. Model Parameters & Assumptions Model parameters such as roughness coefficients, ineffective areas, obstructions, boundary conditions, and hydrology were kept consistent between model scenarios where applicable. Subcritical, steady flow analysis was performed in conformance with FEMA mapping procedures and methodologies. Unobstructed flow was assumed when modeling all structures (i.e. bridges and culverts). 3. HYDRAULIC MODEL Hydrology Flow data and boundary condition data was not changed from the preliminary effective model. The table below provides a summary of flow data associated with cross sections within the project area. Additional flow profiles were modeled including the to%, 4%, 2%, t%, and 0.2% annual chance discharges. Table 1. Hydrology (for project area) Flooding Source & Location Associated Cross Section 1% Annual Chance Peak Discharge (cfs) Meadow Creek: upstream of railroad Cross Section 21419 3,543 Meadow Creek: Within project reach, downstream of northern tributary inflow Cross Section 16756 4,404 Duplicate Preliminary Model (Multiple profile and floodway) The duplicate preliminary model was imported and run with identical results to the preliminary effective results provided by AECOM. This model was duplicated as the basis for the corrected/existing model. Corrected/Existing Preliminary Model (Multiple profile and floodway) The corrected/existing cross sections matched the shape, orientation, and spacing of the preliminary effective cross sections. The corrected/existing model utilized more accurate topographic data. All other model parameters, including downstream boundary conditions, hydrology, ineffective flow areas, and roughness coefficients were identical to the preliminary effective model. Proposed Project Model (Multiple profile and floodway) The proposed model added four cross sections, two located upstream and downstream of each bridge location. Road crossing data was added for both bridges. Proposed fill and excavation due to the proposed bridges are reflected where proposed features cross modeled cross sections. Model parameters such as roughness, obstructions, and ineffective areas matched duplicate and corrected/existing models where applicable. Bridge modeling parameters followed HEC-RAS User Manual recommendations including expansion/contraction coefficients and ineffective areas near openings. 4. RESULTS A summary of the results can be found in Table 2 below both with and without floodway. Appendix A provides the annotated FIRM and topographic work map. Appendix B and C provide HEC-RAS output tables and cross sections respectively. The hydraulic model utilized in this study and all geospatial mapping outputs can be downloaded using the hyperlinks found on page 3 of this report under the heading of "Data Sources". Table 2. 1%Annual Chance Flood Water Surface Elevation Comparison (feet) Cross Section Corrected Proposed Diff. Corrected with floodway Proposed with floodway Diff. 18385 402.69 402.65 -0.04 403.69 403.64 -0.05 17855 400.34 400.51 0.17 400.89 401.04 0.15 17145 399.33 399.75 0.42 400.05 400.34 0.29 16757 - 399.62 - - 400.11 16756.8 - 399.35 - - 400.03 16756 397.69 397.78 0.09 398.53 398.54 0.01 16450 396.66 396.89 0.23 396.81 396.91 0.1 16096 392.43 393.57 1.14 393.01 393.66 0.65 15782 - 393.06 - - 393.08 15781.8 - 392.42 - - 392.88 15781 392.2 3.92.19 -0.01 392.57 392.57 0 15516 392.13 392.12 -0.01 392.2 392.2 0 APPENDIX A: ANNOTATED FIRM & TOPOGRAPHIC WORK MAP MWEALTH CT .it City) 3 Y// ,Ole I, — point to a 398 EX 9 ROSE f ARBOR CT ILL A DR j ZONE AE YCAMORE i CT w ' O / V n ' � 1 I GAZEBO CT RANCHLANDS ' DR I, D Tie-in point to prelim. effective BIRD WAY ZONE X 3SEX RD Annotated FIRM: Meadow Creek z� I� chi rlottesville f S�J~ ECOSYSTEM SERVICES Charlottesville Virginia I o h r 1102 Carlton Ave. Charlottesville, VA 22902 1 540.239•1428 1 www.ecosystemservices.us PEBBLECREEK —CT BRENDA CT ILLPARK ZONE X r/ MELISSA CE PL O� Q MARIE w pLA in MIGFV�FL P� O y U Tie-in point to prelim. effective v � o T OF $o IY.`' Horizontal Datum: NAD83 State Plane South Vertical Datum: NAVD88 Preliminary Effective Data from STARRII D PANEL 0278D FIRM ° FLOOD INSURANCE RATE MAP ® ALBEMARLE COUNTY, VIRGINIA ° AND INCORPORATED AREAS ° AND THE INDEPENDENT CITY OF CHARLOTTESVILLE PANEL 278 OF 575 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) CONTAINS n MM NYIY NUMBER PANEL SUFFIX A1860vAftu COUNTY IMM BY18 D CHOAtATfE6NLLE, CITY OF 61043 (1318 D IINOEPENDENT CITY) Notice to User: TM Nap NYNber shown bial should be useel wbea pledig map orCere: the epeoruNlty NYNNer shone eb. should be uses on insurance applications for the aubject coromnb MAP NUMBER y^F 51003CO2780 ® EFFECTIVE DATE �FGNo sew` FEBRUARY 4, 2005 Federal Emergency Management Agency Legend Preliminary effective floodway -- ProposedI% annual chance floodplain boundary Preliminary effective l% annual chance floodplain boundary - - Proposed o.2% annual chance floodplain bounds Preliminary effective o.z% annual chance floodplain boundary — Proposed floodway ..... Preliminary effective river reach — Proposed cross sections Preliminary effective cross sections N A US Feet 0 200 400 n D 0 Tie-in point to prelim. effective s PLO MWAIt ee A 2-28-2023 Horizontal Datum: NAD83 State Plane South Vertical Datum: NAVD88 Preliminary Effective Data from STARRII Topographic data derived from Draper Aden and ssociates flown and ground survey. Supplemented -meter LiDAR data from VGIN Legend Topographic Work Map: Meadow Creek Proposed Poodway Preliminary effective floodway Proposed o.z%annual chance floociplain boundary -- Preliminary effective %annual chance floodplain boundary N — Proposed[% annual chance floodplain boundary - - Preliminary effective o.z% annual chance floodplain boundary xo s Corrected floodway —Contours-Major Contours Charlottesville 'ECOSYSTEM SERVICES C Charlottesville Virginia f Correc[edo.z%annual chancel floodplain boundary —Contou Contours Contours Connected [%annual chance floodplain boundary —•••- Preliminary effective river reach Preliminary effective cross sections World transportation Proposed cross sections Virginia Parcels SUS Feet 0 200 400 1102 Carlton Ave. Charlottesville, VA 22902 1 540•239•1428 1 www.ecosystemservices.us APPENDIX B: SUMMARY TABLE COMPARISONS MEGR Oaar'. MeaEaa.CM Re -In Man Raffle : 01W RmM Dan. RpfiM Ren pTnal Min CID WB. Eka CMWS EGE EG. Mi WCBM V¢I TnD EWw NCB T. . 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O008212 1113 IS'" Mi Bi.15 071 Main 5351 011atl FM_MF iR82W 33].82 318.87 3I939 0002P2 733 4,97 mi 18I.98 0A Main 5351 .1w CFMMF iR82W 33].82 318.87 MISS OSD2. 733 4,97 Mini 18I.98 0A Main WO] 01W FM_MF 2202On mnl 31B$7 31810 0065ifi OM 7,94 5'S83 131&5 061 Main WO] olp, CFM MF 4282On Mn 31B$7 MAO 0Sai i8 OM T. 5MM 131 &5 061 Main 57W Sim FM_MF 4202W 3.W.P 3i5]5 MM OOWi21 TW SW ]W.W 191 0A Main 57W 01W CFMMF 4282On 3.W.P 3i5]5 MASS ODAi21 TW SW ]W. 191 0A Main MW 01W FM MF iR82W 33181 3i387 WM OOWi50 855 5. ]W.M 13I.52 078 Main MW 01W CFM MF iR02W 33181 3i387 WM OOMM'D 855 5. ]W.M 1BI.52 0A Main 0]5] 01W FMMF iR02W MM MM9 WN 0001455 830 3. 1203M 2 M 032 Main 0]5] 01W CFMMF iR02W MM MM9 WN OW1455 830 3. 1203M 20MM on Main 014 01W FM MF iR02W MM MM6 3N20 OOW252 297 132 3219W 41245 0.14 Main 014 01W CFM MF iRB2W MM SM'61 1 W20 0OaM2 297 132 3219W 41245 0.14 Main 382I Sim FMMF .DD MM SMM 3W.]8 31910 0Oa3 3& 2S 171083 317% 0.15 Main 382I lolm CFMMF .DO MM SMM 3W.]8 31910 0Oa3 3& 2S 171083 317% 0.15 Main 3P9 01W FM_MF NSBW Main 3P9 olini CFM MF .DO Main M3 01ptl FM_MF 4.00 325.11 335]8 331W MI. 0OMM T40 713 8119i 123.W ON Main M3 01W CFM MF N50 W MM 335]8 MIM MI. 0SMW T40 7.13 8119i 123.W ON Main 3101 01W FM_MF 458W 322$7 M2.. M418 0MOOM 9W 7,15 5%iAl INSM 061 Main 3101 01W CFMMF NSBW 322.57 M2.74 M418 00.WW 9W 7,15 5K'All INSMI 061 Main 2521 01W FM_MF NSBW 320.37 33042 MINI wim 0SMW T94 SW POM 195.W OW Main 2521 01W CFMMF 458W 320.37 330.N MM Wim 0ODMW T94 5W MM 195.W 0W Main 21M olm FMMF 450W Slain) MM MSO MAW OUIOT.15 1201 TO 5i8.W .193 081 Main 21W CFMMF 458W Slain) MM MSO MAW OUIOT.15 1201 TW MM 24193 081 -01W Main 1892 01W FMMF NWml 31428 324�b 320.W US= OOVP55 T. 5W ]W.)4 2NO2 ON Main 1892 Sim CFMMF NWml 31428 324�b 320.W US= OOD6"55 T. 5W ]W.)4 24SW ON Main 1401 01W FM MF NW.W 3124R 32321 32 18 OIXO20a TW 881 653.57 152.W ON Main 1401 01W CFMMF NW.W 3124R 32321 3218 OW320a TW 881 653.57 152.W ON Main 1187 01w FMMF NSBW 31138 322M 31897 923N 0=113 TP 721 Wi.W '01MI ON Main 1187 .1w CFM MF N DO 31138 322M 31897 923N 0=113 Tnj 721 Wi.W 10139 ON Main 11M BRU 01W FM_MF N DO 31138 322.58 318% 323N OM 9. Li3M 31.13 0W Main 11M BRU 01W CFMMF N DO 31138 322.50 318% .3N OM 91. Li3M 31.13 OW Main 11M BRG Sim FM_MF 4.00 311W 322.58 31837 MISS 9W 91. 4559 30.57 OW Main 11M BRG Sim CFM MF NM.0 W 311 W 322M 31837 MISS 9W 91. 455 9 30.57 SIM Main 1091 Sim PM -MP 43MW 311W 3210] 31837 922.M 0DDM10 9N SIM 0]U.]8 88.34 0% Main 1W1 01 CFMMF NSBW 311W 3210] 31837 922.M 0DDM10 9N SIM 0]U.]8 mi 0% Main W2 01 FM_MF NW.W 308.W 31971 321.10 OWMOa 91 91. .13 81.18 OSl Man W2 Ol CFM MP NW.W 308.W 319]1 321.10 OOOMM 91 91. .13 81.18 05l MEGR R-r'. MeaEaa.CM ReaM Man Res. M Plen QTnbl MIn C�EI Wa. CMWS. EG. EG. Mo, WCMY Vel Taal F.NCe Tap N1Etl� FryWei. (m) m (a) m) m rcm) OWN oft) (al go m Maln Y59 01W m MP N58M MIN 919A] 319.15 320.05 0.001. 822 am TRn 84.09 am Maln 459 01 Cam MP 4MM MN 91947 319.15 320.05 0.001. 822 am mn 84-09 0. Maln N 01 RM MP 4MM 90521 91]% 91996 319. 0.003533 92. an 52172 89N ON Maln N 01 Cam MP __ 30521 31]9l 91998 919T2 O.OJ3S4a 029 835 521 ]2 89N OA9 HEC-RA3 River: MeaJw.CA Fai Main Profile: Clod Rai River 34a H a Plan Q7.1 Minche W$.Ekv Cri1W5, EG.EIea EG.Sbpe Wi CMI Va TOW Flow Prea ToplAi Fmxiiii (c6) DD DD DD (N (990 (11,a) (Ua) (all R) (N Main 23380 01µt CPMMP 31%00 419,% J34.B2 L35.t4 00006 B 443 IN I=M 178.65 022 Main 23380 01W DPM MP 3156.00 41898 434.82 435.t4 000061 443 3.06 1W2.62 178.65 022 Main 23610 01µt CPMMP 3156.00 41863 434.9p 42TW 435.03 0 000421 352 2.t4 1478.t1 325.87 0.15 Main 23610 01W DPM MP 3156.00 41863 434.90 42TW p5.03 0,000421 352 2.t4 1478.t1 325.97 0.17 Main 23]5] 01µt CPMMP 3156W Main 23]5] 01W DPM MP 3156.W Main 236M 01W CPMMP 31%00 419,41 432.19 42638 432.Ti4 00013B8 665 4.64 6M.89 138.M OM Main 23 01W DPMMP 3156W 41841 432.19 426.36 43 C4 010013B6 565 4.64 Cd0.B9 138.60 01 Main 2WI 01µt CPMMP 3156W 419.17 432.14 427.34 432.38 0,001W 4W 3.31 952.t6 168.16 025 Main 2WI 01W DPMMP 31%00 419.17 432.14 427.34 432.38 0,001W 4W 3.31 91 168.16 025 Main 23537 01µt CPMMP 3156.W Main 23537 01W DPM MP 3156.W Main 2UM 01µt CPMMP 3156.00 417,21 6L6.62 4U.V 42B.t0 OW17M 591 4.n CSB.B6 23]b2 01 Main 2UM 01W DPMMP 3156.00 417,21 4L6.62 4U.V 42B.t0 0,001754 591 4.n f$B.B6 23]b2 034 Main 2NM9 01µt CPMMP 3156.00 41567 426.52 424.50 428.61 01 335 202 1651 M4.93 0.18 Main 2NM9 01W DPM MP 31%00 41567 426.52 424.W 428.61 ai 335 202 1651 M4.93 0.18 Main =86 01µt CPMMP 3156MI 413,n 4L6.47 422.93 42B.W 01 1,75 1.t6 2614.46 WU5 O W Main =86 01W DPM MP 3156 W 413,n 4L6.47 422.93 42B.W 01 1,75 1.t6 2674.46 WU5 0109 Main =00 01µt CPMMP 3156.00 41321 4L6.45 421.Z 428.47 0000082 152 to 291 714.62 OW Main =00 01W DPM MP 3156.00 41321 4L6.45 421.Z 428.47 0,000082 152 to 291 714.62 01 Main 219M 01W CPMMP 3156.00 41307 428.44 420.78 428.46 0000036 01" 01 4651.14 651.51 005 Main 219M 01W DPM MP 3156.00 41307 428.44 420.78 428.46 01 099 01 4651.14 651.51 005 Main 21825 01µt CPMMP 3156.W Main 21825 01W DPM MP 3156.W Main 21M 101W CPMMP 3156.00 41159 423.67 418.601 423.75 01 2.85 2.16 1458.]9 491 0.15 Main 21M 01W DPM MP 3156.00 4115D 421.67 418.60 423.75 01 2,85 2.t6 1458.]8 491 0.15 Main 216U Bit 01µt CPMMP 3156.00 4115D 623.52 418.56 423.76 0M1%7 4W 1113 623.W BB.40 021 Main 216U Bit 01W DPMMP 3156.00 411W 623.52 418.56 423.76 OW1%7 4W 1113 623.M BB.40 021 Main 216U Bit 01µt CPMMP 3156.00 409.02 420.41 414.17 420.74 OW1]2] 463 4.H 7%M 603E 025 Main 216U Bit 01W DPM MP 3156.00 409.02 420.41 414.17 420.74 0001]2] 463 4.H 7%M 603E 025 Main 21697 01µt CPMMP 3156.00 409.02 620.38 414.06 420.70 0000950 44 437 ]38.31 83M 024 Main 21697 01W DPM MP 3156.00 409.02 620.38 414.06 420.70 01 44 437 ]38.31 83M 024 Main 21419 01µt CPMMP 3543W 4M.65 I20.2B 420.53 01 446 3.% 91 133.86 023 Main 21419 101W DPM MP 3.3M 4M.65 I20.2B 42D.531 01 446 3.% 91 133.86 023 Main 21166 01µt CPMMP 3543W 4M.31 41898 414.74 420.30 0001016 5n 4.M B6t.B6 285.36 026 Main 211M 01W DPM MP 3543W 4W.31 41898 414.74 420.30 0001016 5n 4.M B6t.B6 285.36 on Main 21067 01µt CPMMP 3 00 Main 21067 01W DPM MP 3 00 Main 2091 01µt CPMMP 35430i) 4061n 415M 413.55 4W113 0004160 8" ].3] 4M.64 16B.B2 063 Main 2091 01W DPMMP 354300 4061n 415M 413.55 4W113 0,004160 B" ].3] 4M.64 16B.B2 063 Main 20403 01µt CPMMP 354300 43.4E 41422 411.65 41Z% ai ]fill 4.82 ] 41 249.t8 049 Main 20403 01W DPM MP 3543W 43.4E 41422 411.65 4148% ai ]fill 482 ] 41 249.t8 049 Main lam 01W CPMMP 354300 4M.0] 4109E 4M.58 4123] OMl3]3 1054 6.W 53].3] 22637 0168 Main Ili 01W DPM MP 3543001 4109E 4M.56 4123] 01 1054 6.% S±].3] 22637 0168 Main 19526 01W CPMMP 354300 400.n 408.31 4M.92 00069M 8.16 4.88 Mn 228.55 063 Main 1=6 01W DPMMP 354300 400.n 408.31 4M.92 010069% 6.16 4.86 ]26.]6 228.55 063 Main 19048 01W CPMMP 35U.W 398.M 4M.52 405.97 0M 751 7,33 4.t9 845.76 252.65 056 Main 1906 01W DPMMP 3d3.W 389.311 4M.52 405.97 0006751 7,33 4.t9 B45.]3 252.65 0% Main liK85 01W CPMMP 35U.W MS.M 43.6E 4W.85 OOM159 61" In t056.M 363.48 014 Main liK85 01W DPM MP 35U.W MS.M 43.6E 4W.85 0004158 61" In 10411 363.46 048 Main 17655 101W CPMMP 35 w 382.5E 400.34 4M.]5 0100t686 681 3.87 91 34636 052 Main 17655 101W DPM MP 35 w 382.5E 400.34 4M.75 0100il6M 681 3.87 91 34636 052 Main 171" 01W CPMMP 35U.W 380.M 38BA3 398.46 00009]8 378 239 1547.36 3W.81 025 Main 17145 01W DPM MP 350.3.W 389.23 3W.22 398.36 0M11W 319E 2.46 1M0.74 353.t6 on Main 16756 01W CPMMP a404.W 38]]4 39].69 396.53 398.55 0M5569 9103 637 ]W3] 15t.42 058 Main 16756 01W DPM MP a404.W 387,31 39].]5 3M.25 398.48 000 424 81n 5.83 765.52 153.44 061 t64W01pct CPMMP a404W 3%.M 386.66 3B].19 0M34B4 ]62 4.H 93t.M 218.]3 04] t64M 01 DPMMP MMW 385.38 386.]1 39]36 0M3635 ]]5 4.45 96BA2 218.56 04] F IWB6 01W CPMMP 44MW 362.32 382.43 382.23 3&.B6 00t13B2 136) 9.39 46B.M 10t.]1 on tWB6 0tpy DPMMP MM.W 382.32 3@.16 382.16 3B1.B6 00t10H 1428 B.n 450.56 1M.38 064 HEC-RA3 Rrver: MeaJw.CA Rai Main Rai Rwar Ma H a Plan Q7.1 Min CB FJ aM Ekv WWi S. 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Elea EG.So, Val CMI Vd ToW Flow Prea TopN Fmxiiii W 99 99 99 (8) (W (Na) (Ma) (al 8) (8) Main 15781 01W CPM_MP w"00 3]9.M 392.M JMA] 392.97 00M4% 7,61 5.W 825.M 133.01 042 Main 15781 01W DPM MP 44M.00 3M.15 392.M M]8] 392.91 00M131 ]M 5A6 BM.57 133.W 039 Main 155t6 01W CPM_MP "M.M 37655 392.13 JM.M 39224 00 6M 2AID 20%B78 289.3] 0.17 Main 15516 01W DPM MP "MD w 376M 392.13 JM.51 39224 00 6M 2.M 2135.96 291.M 0.15 Main 15128 01W CPM_MP MM.W Main 1M28 01µt DPM MP MM.W Main 153]0 Dial CPM_MP "M00l 37423 W61 JB2.W M261 OM1]5] 692 5.01 1 8]9.M 153.W OJB Main 153]0 01W DPM MP "M.M 31423 W61 M.Wj 3W26 OM1]5] 692 5.01 8]9.M 153.W OM Main 16157 01W CPM_MP a5M.M 37662 3W.0] JM.O] WM OOtp9M 1605 724 W3.34 16325 on Main 16157 01W DPM MP a5iii 37662 3W.0] JM.O] 38].M OOtp9M 1605 724 W3.34 16325 on Main 14897 01W CPM_MP a5M.M 31640 3M.13 3M.99 0M45M 693 4.80 955.92 1B8.M 065 Main IM97 01W DPM MP a5iii 31640 3M.13 3M.99 ai 4 ra 693 4.B0 855.82 1B8.M 065 Main 14615 01W CPM_MP a5M.M 3]J.62 382.M MM 0M4337 6M 4.43 10U.M 248.70 063 Main 14615 01W DPM MP a5M.M 3]J.62 382.M M3.M 0M4337 6M 4.43 10U.M 248.70 063 Main ION olial CPM_MP a5M.M Mai 382.74 38039 38283 0M1321 6M 2.M 22J622 51327 Om Main 14 01µt DPM MP Aai Mai 382.74 38030 38283 0M1321 6M 2.M 22J622 51327 Om Main 14361 Bit 01W CPM_MP a5M.M Mai 382.2E 381m M8 n 0002M1 ]40 3.74 lm6o 41&W OJ2 Main 14361 Bit 01W DPM MP a5iii Mai 382.2E M188 M8 n 000BM1 ]40 3.74 1M6AB 41&W OJ2 Main 14361 Bit 01W CPM_MP a5M.M 3M.13 M185 M185 MM 0012517 661 4.38 104.07 40&39 on Main 14361 Bit 01W DPM MP a5iii 3M.13 M185 M185 MM 0012517 661 4.38 104.07 40&39 on Main t4J34 01W CPM_MP a5M.M 3M.13 38136 3W.M 381.M 0M36]1 7,42 3.10 14nM 48].W O48 Main t4334 01W DPM MP a5iii 3M.13 38136 3W.M 381.M 0iAW1 7,42 3.10 1479M 48].W O48 Main tMM 01W CPM_MP a58a.M 3]1]0 3M.87 MN 00M865 6n t.49 M]t.M W: 57 024 Main t38M 101W DPM MP 45M.M 3]1]0 3M.87 MN 00M866 Jn t.49 30]tM WD.57 024 Main 13179 01W CPM_MP 6566M 3M.71 3M.5t MM OMMM 282 t.35 3WSM 611MI 0.17 Main 13179 01µt DPM MP 45M.M 3M.71 3M.51 MM OMMM 282 t.35 3405.89 511M 0.17 Main 12649 01W CPM_MP 45M.M 3M.4 3M.21 MM ai M 18 6W 1.n 2556.84 339.79 0.19 Main 12649 01W DPM MP 4584.0) 3M.20 3M.21 3M.32 00M518 6W 1.n 255 84 339.79 0.19 Main 12123 01W CPM_MP 2932.0) 3W.31 3M.M WW2 0M02M JM 236 1240.97 312.W 0.14 Main 12123 01µt DPM MP 2932.M 3W.31 3M.M WW2 0M0212 JM 236 1240.97 312.W 0.14 Main t2pM 01W CPM_MP 2932.0) Main t2pM 01µt DPM MP 2932.M Main 11912 01W CPM_MP M2=1 366.19 3]6.4] JM.93 3n.32 00M916 TW 6.96 42t.M 111.M 049 Main 11912 101W DPM MP omml 366.19 376,471 JM.93 3n.32 0M3916 TWI 6.96 42t.M 111.M 049 Main 118W 01W CPM_MP 2932.M 3W.BB 376.42 M.M 3]6.61 0001435 6J2 4.44 MM 16t.M 0,31 Main 118W 01W DPM MP 2932.M 3W.BB 376.42 M.M 3]6.61 0001435 6J2 4.44 MM 16t.M 0,31 Main 11819 Bit 01W CPM_MP 2932.0) 3W.BB 3]63] J]108 3Mn DM15M 645 4.M MA6 153A2 OJ2 Main 11819 Bit 01W DPM MP 2932.M 3W.BB 3]63] J]108 3]b.]8 OM15M 645 4.M MA6 153A2 OJ2 Main 11819 Bit 01W CPM_MP 2932.0) 3M.BB 388.85 J85.M 3]02] 0M15M 646 4.83 WM W.M OJ2 Main 11819 Bit 01W DPM MP 2932.M 3M.BB 388.85 J85.M 3]02] 0M15M 646 4.83 WM M.M OJ2 Main 117M 01W CPM_MP 2932.0) 33.9E 369.83 355.M 37025 0001541 6M 4.84 W5.32 Wu OJ2 Main 117M 01µt DPM MP N3200 33.9E 369.83 35560 37025 0M1541 6M 4.84 (i W62 on Main t1n3 olial CPM_MP N3200 3M.M 369.72 36589 37020 0M1841 6,831 524 SSali) 83.M 035 Main 11n3 01W DPM MP 2932.M 3M.M 369.72 3MA9 37020 0M1841 683 524 Mali) 83.M 035 Main 117M Bit 01W CPM_MP 2932.0) 3M.M 38B.M J85.M 370A8 OM18W 685 526 NiIN 83.M O36 Main 1171J4 Bit 01W DPM MP 2932.M 3M.M 38B.M J85.M MA IS 0M18W 685 526 NiIN 83.M 0X Main 117M Bit 01W CPM_MP 2932.0) 3M.81 368.73 MS.M 3MAIS 0M1730 646 4.85 W5.t0 %6 3 OM Main 1171J4 Bit 01W DPM MP 2932.M 3M.81 368.73 MS.M 3MAIS 0M1730 646 4MI W5.t0 9823 OM Main 11726 01W CPYMP 2932.0) 3M.81 3W.M MS.M 3MAI OM1]W 649 4.M Wt.18 96.10 OM Main 11726 01W DPM MP 2932.M M,811 3W.M MS.M 3MAI OM1]W 649 4.M Wt.18 96.10 OM Main 11246 OIW CPY MP M2=1 35].]9 3W.n WV 36].M OM5193 690 8.39 M927 53.49 OS] Main 11246 IOIW DPM MP 2932.M 35].]9 3W.n WV 36].M OM5193 690 8.39 M927 53.49 OS] Main 10]M 01W CPM_MP 2932.0) 3M.M 3W.M 3M.86 OMWM 6n 6.M 3M.18 56.M 0.5] Main 10]M 01W DPM MP 2932.M 3M.M 3W.M 3M.86 OMWM 6n 6.M 3M.18 56.M OS] Main 10281 01W CPM_MP 2932.0) 3W.19 3W39 36154 00D08M 31% 3.87 MAID 93.91 023 Main 10281 01W DPM MP 2932.M 3W.19 3W39 W3.M 00DMM 6M 3.8] MAID 93.91 023 Main 9M3 01 CPM_MP 2932.M M105 3W.41 357.39 M3.M 0M1n6 624 5.]9 596.W 1J5.55 OJ5 Main 9M3 01pq DPM MP 2932.M M105 3W.41 J5]M M3.M OMtn6 624 5.]9 5p6.W 1J5.55 OJ5 Main 8283 0tp] CPYMP 2932M 3a633 3M.]5 358.M 36t.M OOM089 663 4.82 595.38 18826 OM HEC-RM Rrver: MeaJw.CA Rai Main Rai Rwar Ma H a Plan Q7.1 Min C6 El aM Ekv EG. 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Main 11850 01Pc1 OPM_EW 376I2 3]8.81 11716 MIN 2I]232 30181 29930 349.& Main "am m CP. EW 3]855 012 31703 72M 1.37 2eMW 106. 2832 29930 349.& 958.58 Main 11850 m OPM M 3]855 012 31703 72M 1.37 2eMW 106. 28632 2!11M 349.& 958.58 Main 11819 92U 01 CPM m 3]83] 3]8.]8 Me. 1.31 2511M Wee 29930 349.& Main 11819 92U 01 OPM M 3]63] 3]8.]8 Me. 1.31 2511M Wee 29930 349.& Main 11819 92U m CPM M 3]B SI 017 3`700 72M 139.33 285982 13i05 28632 29930 349.& 958.58 Main 11819 92U m DP. EW 373 SI .17 3`700 72M 1.33 MR. 13i05 28632 299.30 3N. 958.58 Main 11819 MD 01Pc1 CPM M 38985 3N.27 BB.R 198.30 2=17 MR .1I 349.]] Main 11819 MD 01 OPM M 38985 3N.27 BB.R 1.30 253317 2W53 M1I 349.]] Main 11819 MD MCP. 38985 000 .27 BBW 1.. 252888 Mi. 2. M1I 349.]] %9.00 Main 11819 MD m DP. 38985 000 3N.27 "w 1.0 25]9E8 Mi. 281. M1I 349.]] 3Ww Main 117M olm CPMEW 38983 3N.25 ". 1928I Wet. 19988 M1I 349.]] Main 117M 01Pc1 OPM_EW 38983 3N.25 NM 1928I WW. 19988 M1I 349.]] Main 117M m CP. 389 B3 000 3N.25 "w 19837 2=81 2W.$ 28100 M10 349.]] emm Main 117M m OPMM 38983 000 3N.25 "w 19827 2=81 2W.$ 28100 M10 349.]] %9.W Main 11m olm CPM EW 389 ]2 3N.20 $3. 1.18 MMW I.. 3358I MR Main 11m olm DP. 389 ]2 3N.20 $3. 180.18 MMW I.. 3358I MR Main 11m m CPM M 389 ]2 000 3N.20 82. 1820I =417 1I5.)9 32100 3i5BI MM IW80 Main "I'M m OPM M 38972 000 3N.20 820] 1820I =4,17 I.. 32100 e.1 MR IW80 Main 117. 91U 01Pc1 CPM EW 38989 3N.18 83. 159A0 WL908 143.15 3ie. 389.08 Main 117. 91U 01 OPM M 38989 3mlel 83W] IN. M29i8 1.15 3ie. 389.08 Main 117. 91U m CPM EW 38989 000 3N.18 U. 18535 eel 3. 1I7P 32100 3ie. 389.08 I0380 Main 117. MU Im OPM M 3M.1 3N.18 U. 18535 281938 I.2e 32100 Me. 389.08 I m Main 117R MD CPM EW 38B73 389.15 99W 5212 252830 We .19 3]9.21 Main 117. MD OPM_EW 38B ]3 389.15 "W 5212 252830 3M89 322.19 3]9.21 Main 117R MD CP. 38B ]0 001 389.15 91M MR 251087 390R 31350 .19 3]9.21 Ip$.W Main 117. MD OPM M 38B ]0 001 389.15 91M MR 251087 Rim Me" .19 3]9.21 I m Main 11728 RMCIP. CPM m 38B B9 Will 98.10 MR 2529W W. .19 3]9.21 Main 11728 OPM M 3BB B9 Will 98.10 MR 2529W 318I2 .19 3]9.21 Main 11728 CPM M Men 000 Will 9150 5i.]0 253388 W. 313M 322.19 3]9.21 4i)5= Main 11728 DP. EW Men 000 Will 9150 5].]0 253388 W1 313M .19 3]9.21 Ip$.W Main 112I8 CPM m 388.33 3825I 53. 1878 28950] 1815 1.. LI5.09 Main 112I8 OPM M 388.33 38254 53. 111. 28950] 1815 1.. LI5.09 Main 112I8 We. 000 38255 52 B] 18. 28W ]9 le. 15285 162.. LI5.09 21015 Main 112I8 m DP. 388.33 000 38255 52. i8 B9 2891119 1832 15285 182.I2 LI5.09 210. Main 10738 olm CPM EW 38389 38I.88 SB.S 80.28 WWW 1821 .375 N211 Main 10738 01Pc1 OPM_EW 38389 38I.88 SB.S 80.28 WWW 1821 303]5 N211 Main 10738 m CPM EW 383]1 0M 38I.8] 55. 80.]I 28550I 18II 29I81 303]5 N211 35080 Main 10738 m OPM M 383]1 0M 38I.8] 55. 80.]I WWN 18II 29I81 303]5 N211 35080 Main 10281 olm CPM EW 38339 Wi. 9391 BM .18,161 IN I10.59 522I8 Main 10281 olm DP. 38339 Wi. 9391 820 291818 5. I10.59 mm Main 10281 m CPM M 38310 001 =651 2I5 .15 2I0 I39.19 I10.59 mm Mile Main 10281 m OPM M 38310 001 WRI 245 .15 2. I39.19 I10.59 mm Mile Main 9]W 01Pc1 CPM EW .2I1 W. BIW 21. 288989 WS 18731 MR Main 9]83 01 OPM M .2I1 wee BI% 21. 288989 WS 18231 MR Main 9]83 m CPMEW .2I3 0M 383.02 82W 21P 28881] 22p5 18100 18231 Wee Tom Main 9]83 EW OPM FW 382I3 0M W02 82W 211 2M17 2205 18100 181.31 Wee 243M Main ¢W 01 CPM EW Me111 36172 18838 18928 .41 29].33 233.93 .23 Main ¢83 01g1 OPM_EW Me111 36172 18838 18938 .41 29].33 .393 .23 Main 983 m CPM EW 380 ]B 001 381]I 1090] 19217 2I522B 2828I 21000 .393 .23 We Mam 92W m OPM M We III 001 381]I 1090] 19217 2I52W 2828I 21000 .393 .23 930.W Meln P99I li'm CPM EW 359IB We 183]1 1850 2]IBS9 18881 233I5 289.55 Meln P99I 01gf DP.359IB Me. 18371 1850 2]IBS9 18881 233I5 259.55 Meln P99I m CPM m 3595f 008 We 39 950] 1810 2.. ..1 2..1 2334ej 289.55 32IL0 HEC Rlw'. Me WEw ReacII Reetli RNx 81a PmXR Plan WSEt Pa. W0 EG Ekv Tw Ydlfl Ptl Q. QC-W OF1gM Enc SNL CI SYaL Cfl SYaR Enc$IeR fl U C U Mon MM FW OPM FW I. 008 300.39 950] 1810 2]2503 189.0'! 22900 233I5 i89.55 32I L0 Meln W75 Si CPM EW W43 3Wa ]t. .. 2a]24 1]8] 522.82 58]IB Meln W75 Si DP. EW 35813 3WW ]1. M89 2a]24 1]8] $i2.82 58]IB Main W75 EW CPM EW 35053 010 35 U 01W 33M 28199] 18 ]1 51300 522.82 58]IB R4.0 Main .75 EW GPM FW 35053 010 M14 01W 33M 28199] 18]] 51300 522.82 58]I8 RL.W Main 79M Sim CPM EW .7M ass 1M.M AI9 .. IW8] .28 528.SO Main ]980 Si GPM EW MIN ass 124.44 AI9 m . IW8] .28 528.SO Main 7960 EW CP. M7]1 SM M45 SSW 28W MM1I MW I85W IN 28 528.SO 5WW Main ]9W EW GPMEW M7M 003 M45 SSW 28W MM1I aw 4M. IN 28 528.SO SWW Main ]Ia Sim CPM EW 35322 M25 49. 1810 I212I0 3150 .11 61. Main ]Ia Sim GPM_EW Snj M25 49" 1810 I212I0 3150 .11 8128 Main ]Ia EW CPM EW 35327 OW as 26 47. 19.I2 I21230 33. nSO .11 8128NM7 Main ]Ia EW GPM EW .3. OW W26 47M 19I2 I21230 33M nSO .11 8128]125 01 CPM EW 33W as IS ]5M 1145 I1M. .a 570 114.a ]125 01 GPM EW .3W as IS ]5M 1145 I1M9] .a 570 114.a ]125 EW CPM EW 353W SM as 95 ]2W 1198 I1828] 87M MW 57M 114.aMain ]125 EW GPM EW .3M OM M95 ]2W 1198 I1828] 87M MW SIN 11IMMain 8]W Sim CPM EW M141 352.62 0]S] 3193 .11. ias WIN W29 8]W 01 GPM EW M141 352.62 0]S] 3193 .11. 18N .7. W29 Main 8]W EW CPMEW 35181 020 352.]8 M75 39.82 4Z 39 20.]9 3WW .7. W29Main 8]W EW GPMEW .161 020 352.]8 M]5 39.82 4Z 39 20.]9 3WW 30]BI 3M29 Main 8735 WtU CPM FW 350M 352.I0 82P 2]IB IZ12M 247 30]BI 3M29 Main 8]35 MU GPM_EW Sam =40 022S 27. 4=05 247 .7. W29 Main 8]35 MU CPM EW 35122 02I =55 02% 32.33 4Z 38 329 3WW .7. W29 MIN Main 8]35 MV GPM EW a,n 02I =55 02% 32.33 4Z 38 329 3WW .7. W29 38]3 Main 8]35 M. Rmcp. CPM EW 3I992 3518] MR 49M I1M1] 17M MIN IM.78 Main 8]35 M. GPM EW M. 3518] MR 49M I1M1] 17M MIN IW.]8 Main 8]35 M. CPM EW 30Z0 03I 351M 02.IS BI.M I1]8]9 20.a 31085 MIN IW.]8 4W2 Main 8]35 MG OPM FW 30Z0 03I 351M 82.]9 BI.M I1]8]9 20.M 31085 3V.B5 IW.]8 I%2I Main a. CPMEW M. 351I0 0715 I251 41WW 19$ MIN IW.]8 Main an GPM EW M. 351I0 0715 .51 I1MW 19% MIN IW.]8 Main al9 M. O. 35183 M$ M29 41MM 3128 31085 MIN IW.78 W]2I Main a. EW GPM FW M. O. 35183 M$ MA 41MM 3128 31085 MIN IW.78 W]2I Main M81 Sim CPM EW 3IB 8] Ma 187% 1529 3R537 M19I 51I2 1.57 Main M81 Sim GPM_EW 3IB 87 Ma 187% 1529 3R537 R19I 51. iq57 Main M81 EW CPM EW 3IB B5 018 3W.a 75M 1991 41UM 1.. 19.W 51. 1q57 120W Main M81 EW GPM EW 3I085 018 349.88 75M 1991 41UM 1.. 19.W 51. 1q57 120W Main WI] Sim CPM EW 3I88] 3I8.10 131 W 31210 393"M 158] 173 Z! .189 Main WI] Sim GPM EW 3I88] 3I8.10 131 W 31210 393"M 158] 1]32] .189 Main WI] EW CPM EW 3IBP OM W39 ]]W 9I.51 I1I952 17W 151W 1]32] .189 Z38.W Main WI] EW GPM EW MI7 OM W39 ]]W 9I.51 41.52 1]9] 151W 1]32] .189 Z38.W Main 57a Sim CPM EW .5IS 3I8.83 iM]I MI9 381966 Mai 3I09I as 93 Main 57a 01 GPM EW .5IS 3I8.83 IM]I MI9 W,gwl Mal M.1 as 93 Main 57M EW CPM EW 3I5 ]0 001 3I8.]9 95M MM I0388I i5517 330W M. as 93 I25.W Main 57M EW GPM EW .5]0 001 3I8.]9 95W MM I0388I IM17 330W M. 3a.93 I25W Main R38 Sim CPM EW 3I3 B] .85 137R 337 35 3M116 1MI9 .587 329.]] Main Ra Sim GPM_EW .387 .85 137 52 337 35 3M116 M. .587 329.]] Main R38 EW CPM EW 3I391 OOI .91 IM]0 33927 36932 292.I5 2W.30 .587 329.]] 920W Main R38 IM GPM FW 1 .391 OOI .91 Imm 33927 36932] 292.I5 2W.30 2a.87 329.]] 920W Main I]5] Sim CPM EW 3I319 W67 2W.W 20723 3241,14 813M 41514 NO 89 Main I]5] Sim GPM EW 3I319 W67 2W.W 20723 3241,14 813M 41514 NO 89 Main I]5] EW CPMEW 3I321 OR W71 I.W IWW =a ]aIS as 41514 NO 89 Oa.M Main I]5] EW GPM EW .321 OR W71 Imml am =a ]aIS as 41514 NO Oa.M Main 41" OIW CPM EW 3I318 W24 412. N3Wj 21 2 it%]8 as. .27 Main 41" Sim GPM EW 3I318 343.M 412. Mal 21.29 I'M. as. .27 Main 41. EW CP. 3I318 000 W25 310W 8]9.]3 =8M 112188 266W 398.a .27 012W Main 41" EW GPM FW .310 000 W25 310W BM.73 =8a 112188 266W 398.a .27 SUM Main a. Sim CPMEW 3I3R W14 iWW 98182 .a 919.a MSM ]I2.8] Main 38! Sim GP. .3R W14 iWW 98182 .a 9W.a MSM ]I2.8] Main a. IM CPMEW .3.1 343.15 IWW W31 .57 mli 830W MSM ]I2.8] 810W Main 38! EW GPM EW 3I3R 000 343.15 iWW W31 .57 M12 830W MSM ]I2.8] 810W Main 3]]9 CuMM Main 370 OIW CPMEW .5]8 338.82 83W . IHIY .11 IN Ba.O] Main 370 Sim GPMEW 335 ]8 338.82 83W .S2 I2963B .11 IN .07 Main 370 EW CP. 318.10 032 as 83W 43M I2WI1 3351 78501 IN W07 BI8.81 Main 370 EW GPM EW 318.10 0S2 as IS 83W 43M 4HO71 3351 78501 IWW W07 BI8.81 Main 3141 Sim CPM EW 3327I 33416 135A i5I8 4.040 30Lq W]W a]M Main 3141 Sim GPM_EW 33274 334.18 135A i5I8 <M040 30Lq WIN a]M Main 3141 EW CPM EW 33337 ON 334.]3 10711 23. 4186W 14]90 MISS W]W a]M SWIM Main 3141 EW GPM EW 3333] ON 334.]3 10711 23. 41MW 14]90 MIN W]W a]M SWIM Main 1471 10im CPM EW 330I2 a, 195M ]849] M818 114.. ASB.22 51325 Main 2571 ll GPM EW ...1 33122 195M ]849] M818 114.. ASB.i2 $1325 Meln 25]1 FW CPM_FW 330I1 000 331]0 taut 1a05 I0213 87M 423M 0.5B.i2 51325 R9.0 Mein 25]t EW GPM FW 33.411 331]0 1.. ta45 I0213 87R 423M 0.5B.i2 51325 R9W Meln 121. 1 01pc1 lcp. I ...1 328.60 213M .43 .11 41246 5]555 822.91 HEC Riw'. Me dE il, Reach'. Reetli RNx 31a PmXR Plan WSEt PI,,l.. EG Ekv TwY Ptl Q. QC nW OF1ete Enc NiL Cl SYaL Cfl.s Enc.g fl p C U Mam 2159 01 OPM_EW 32880 32B.80 21388 7843 3M3111 I12I8 5]555 822.91 Main 2159 EW CPM_EW 328Po 000 =59 1]3N 8559 3L89d I%I9 "0. 5]555 .91 892.50 Main 21. m OPMM 328Po 000 =59 173W 8a. 385858 "35. 51900 575. .91 �'1.50 Main 1882 01Pc1 CPM m 32I 2I 3i5.02 195M 16181 I15289 3339 Was an. Main 1882 01 DP. EW 32I 2I 3i5.02 195. 16181 I18289 33M 812. an. Main 1882 m CPM FW 32I32 008 3i5.13 130.10 ]1. I25159 35. ]8900 812. an. @M.10 Main 1882 FW OPM FW 32I 32 008 3i5.13 130.10 71. I25159 3502 ]8900 $12. an. @M.10 Main 1401 01 CPMEW 323M .18 1.80 41. III4¢1 91. 59BI8 M31 Main 1401 OIW OPM_M 323M .18 152.80 I130 III4¢1 9197 59BI8 559.31 Main 1I01 M CPM EW .331 007 .28 8501 ISI3 I29]3] 1521 59100 59818 M31 BPA.91 Main 1I01 m OPM M 32331 007 32I.28 85% ISI3 I29]3] 1521 59100 59818 M31 684.91 Main 118! 01 CPM EW 32258 =49 101$ 59.I1 4MW 81. 79393 853.89 Main 1187 01 OPM_M 32258 =49 101% 59.I1 4MW 81. 79393 853.89 Main 1187 m CPM_m 3228I 008 =59 82W 2519 AW302 2319 ]9000 ]9393 853.89 85100 Main 1187 m DP. EW 3228I 008 =59 82W 2519 AW302 2319 ]9000 79393 853.89 85100 Main 1139 asM 01Pc1 CPM m 32258 =49 3i.13 10230 424520 445 ]9393 853.89 Main 1139 mu 01 DP. EW 32258 =49 3213 10230 424520 445 ]9393 853.89 Main 1139 asM m CPM EW .2. 008 =59 598 N.93 IS112B 583 ]9000 ]9393 853.89 851W Main 1139 asM EW DP. EW 3228I 008 =59 598 2.93 I31128 583 ]9000 ]9393 853.89 $5100 Main 1139 MU 01 CPM EW 322.58 Mas II.35 13I]2 I18908 3I85 TP.98 829.15 Main 1139 MU 01Pc1 OPM_EW Mae Mae II.35 13I]2 418905 3I85 lW. 829.15 Main 1139 MU m CPM EW mall 008 =53 505 I8.39 4=Ml ]]105 lW. 829.15 8323 Main 1139 MU m OPM M 322.& 008 =53 505 I8.39 I9302 %N ]]105 lW. 829.15 8323 Main 1091 olm CPM EW Ulu 322.M m. as 4M. I0.]I I% 829.15 Main 1091 olm OPMEW Ulu 322.M m. as 4M. I0.7I lW. 829.15 Main 1091 m CPMM Ulu 000 322.M M.90 38.82 4M. I0.]8 ]]105 'WN 829.15 sales Main 1091 m DP. Ulu 000 322.M M.90 38.82 4M. I0.]8 ]]105 lW. 829.15 Cafes Main 802 01Pc1 CPM m 31971 .110 6118 I8.]0 4=50 2579 5.25 .59 Main 802 olm DP. 31971 .110 6118 I8.]0 4=50 25. 5)8.25 .59 Main 802 m CP. 31971 a. .110 6114 I8.72 I2M. 2581 .79 5)8.25 .59 again Main 802 m OPM M 31971 000 .110 6114 I8.72 I2M. 2581 .79 5)8.25 .59 Mae Main A58 01 CPM EW 31947 see as BI09 29.10 I31138 118IMIN 1 21I 51M 01Pc1 OPMEW 319I] 320.p8 BI09 29.10 I31138 118I1 21451Main M m CPM FW 319I] 000 320.p8 8801 29.09 I311$I 119]1 21451 218M Main M m OPM EW 319I] 000 320.p8 8801 29.09 I311$I 119]1 21451 21859Main es 01 CPM EW 3119I 319. 63. BB.W I22&Y I0.i98 39133Main es 01 OPM EW 3119I 319. 63. BB.W I22&Y I0.i98 39133es m CPMEW 3119I 000 319 Y1 82.SI 89.I1 I2Z)10 NI98 39133 IC8.1] Main es m OP. 3119I 000 319. u. 89.N I2Z110 NI98 39133 IC8.1] APPENDIX C: DETAILED MODEL OUTPUTS Meadow Creek Plan: 1) CPM_MP 2) DPM_MP River = MeadowCrk Reach = Main RS = 20503 470 460 450 440 0 W W 430 420 410 400 0 200 400 600 800 1000 1200 1400 Station (ft) Meadow Creek Plan: 1) CPM_MP 2) DPM_MP River = MeadowCrk Reach = Main IRS= 19973 'Channel Surveyed' (MEA_00_0_2600) 500 480 c c 0 m w 440 420 400 0 260 400 600 800 1000 1200 Station (ft) Legend WS 01pd- DPM_MP WS 01 pd - CPM_MP -DPM_MP -DPM MP Ground - DPM_MP Ineff - DPM_MP • Bank Sta - DPM_MP -CPM_MP -CPM_MP Ground - CPM_MP Ineff - CPM_MP • Bank Sta -CPM MP Legend WS 01pd- DPM_MP WS 01 pd - CPM_MP -DPM MP Ground - DPM_MP • Bank Sta - DPM_MP Meadow Creek Plan: 1) CPM_MP 2) DPM_MP River = MeadowCrk Reach = Main RS = 19526 480 470 460 450 x c m N 430 420 410 400 T� 0 200 400 600 800 1000 Station (ft) Meadow Creek Plan: 1) CPM_MP 2) DPM_MP River = MeadowCrk Reach = Main RS = 19048 'Channel Surveyed' (MEA_00_0_2500) 500 480 460 x c 440 m 420 400 380 0 200 400 600 800 1000 1200 1400 1600 Station (ft) Legend WS 01pd- DPM_MP WS 01 pd - CPM_MP -DPM MP Ground - DPM_MP • Bank Sta - DPM_MP -CPM_MP Legend WS 01 pd - CPM_MP WS 01pd- DPM_MP -DPM MP Ground - DPM_MP • Ineff - DPM_MP • Bank Sta - DPM_MP -CPM_MP Ground - CPM_MP Meadow Creek Plan: 1) CPM_MP 2) DPM_MP River = MeadowCrk Reach = Main RS = 18385 500 480 460 x c 440 m W 420 400 380 0 200 400 600 800 1000 1200 1400 1600 1800 Station (ft) Meadow Creek Plan: 1) CPM_MP 2) DPM_MP River = MeadowCrk Reach = Main RS = 17855 520 500 480 x 460 0 m W 440 420 400 380 0 200 400 600 800 1000 1200 1400 1600 Station (ft) Legend WS 01pd- DPM_MP WS 01 pd - CPM_MP -DPM MP Ground - DPM_MP • Bank Sta - DPM_MP -CPM_MP Ground - CPM_MP • Bank Sta - CPM_MP Legend WS 01 pd - CPM_MP WS 01pd- DPM_MP -DPM MP Ground - DPM_MP • Bank Sta - DPM_MP -CPM_MP Ground - CPM_MP • Bank Sta - CPM_MP Meadow Creek Plan: 1) CPM_MP 2) DPM_MP River = MeadowCrk Reach = Main RS = 17145 500 480 460 x c 440 d w 420 400 380 0 200 400 600 800 1000 1200 1400 1600 1800 Station (ft) Meadow Creek Plan: 1) CPM_MP 2) DPM_MP River = MeadowCrk Reach = Main IRS= 16756 'Channel Surveyed' (MEA_00_0_2400) 500 480 460 x c 440 m 420 400 380 0 260 400 600 800 1000 1200 1400 Station (ft) Legend WS 01 pd - CPM_MP WS 01pd- DPM_MP -DPM MP Ground - DPM_MP • Bank Sta - DPM_MP -CPM_MP Ground - CPM_MP • Bank Sta - CPM_MP Legend WS 01pd- DPM_MP WS 01 pd - CPM_MP - Meadow Creek Plan: 1) CPM_MP 2) DPM_MP River = MeadowCrk Reach = Main RS = 16450 480 460 440 c 0 Ta N w 420 400 380 - - - - 0 100 200 300 400 500 600 700 Station (ft) Meadow Creek Plan: 1) CPM_MP 2) DPM_MP River = MeadowCrk Reach = Main RS = 16096 450 440 430 C 420 0 m w 400 390 380 0 100 200 300 400 500 600 Station (ft) Legend WS 01pd- DPM_MP WS 01 pd - CPM_MP - Legend WS 01 pd - CPM_MP WS 01pd- DPM_MP Ground - DPM_MP • Bank Sta - DPM_MP Ground - CPM_MP • Bank Sta - CPM MP Meadow Creek Plan: 1) CPM_MP 2) DPM_MP River = MeadowCrk Reach = Main IRS = 15781 Cont/exp coef adjusted to prevent drawdowns 460 440 x c 0 m w 380 360 0 200 400 600 800 1000 Station (ft) Meadow Creek Plan: 1) CPM_MP 2) DPM_MP River = MeadowCrk Reach = Main RS = 15516 'Channel Surveyed' (MEA_00_0_2300) 480 460 440 c m N w 400 380 360 0 200 400 600 800 1000 1200 1400 Station (ft) Legend WS 01 pd - CPM_MP WS 01pd- DPM_MP -DPM MP Ground - DPM_MP • Ineff - DPM_MP Legend WS 01 pd - CPM_MP WS 01pd- DPM_MP -DPM MP Ground - DPM_MP • Ineff - DPM_MP • Bank Sta - DPM_MP Meadow Creek Plan: 1) CPM_MP 2) DPM_MP River = MeadowCrk Reach = Main RS = 15428 Culy Brandywine Dr (MEA_00_0_2200) 480 Legend I W501pd-CPM_MP WS 01pat - DPM_MP MMI460 DPM MP O -DPM_MP -DPM MP Grouts-DPM MP 440 • _ IrieR-DPM_MP • Bank Sta-DPM MP O -CPM MP O 420 -CPM_MP W N � -CPM MP W Grouts CPM_MP I Imff-(5PM_MP 400 Bank Sta• PM MP 380 360 0 260 400 600 800 1000 1200 1400 Station (11) Meadow Creek Plan: 1) CPM_MP 2) DPM_MP River = MeadowCrk Reach = Main RS = 15428 Culy Brandywine Dr (MEA_00_0_2200) 460 Legend WS 01pd-DPM_MP WS 01pd-CPM_MP D- 440 _DO -DPM MP Grouts-DPM_MP IneR-DPM_MP 420 Bank Sta?DPM MP O -CPM_MP O � -CPM_MP - > � -CPM_MP W 400 Grountl-CPM_MP Ineif-CPM_MP Bank Sla-CPM MP 380 360 0 260 400 600 800 1000 1200 1400 Station (8) Meadow Creek Plan: 1) CPM_MP 2) DPM_MP River = MeadowCrk Reach = Main RS = 15370 'Channel Surveyed' (MEA_00_0_2100) 460 440 x c 0 Z6 m w 380 360 0 260 460 660 800 1000 120o 1400 Station (ft) Legend WS 01pd- DPM_MP WS 01 pd - CPM_MP -DPM MP Ground - DPM_MP • Ineff- DPM_MP Meadow Creek Plan: 1) PM_MP 2) CPM_MP River = MeadowCrk Reach = Main IRS = 20503 470 460 450 440 0 W W 430 420 410 400 0 200 400 600 800 1000 1200 1400 Station (ft) Meadow Creek Plan: 1) PM_MP 2) CPM_MP River = MeadowCrk Reach = Main RS = 19973 'Channel Surveyed' (MLA_00_0_2600) 500 480 c c 0 m w 440 420 400 0 260 400 600 800 1000 1200 Station (ft) Legend WS 01 pd - CPM_MP WS 01pd- PM_MP -CPM_MP -CPM MP Ground - CPM_MP Ineff - CPM_MP • Bank Sta - CPM_MP -PM MP -PM MP Ground - PM MP Ineff - PM MP • Bank Sta - PM MP Legend WS 01pd- PM_MP WS 01 pd - CPM_MP -CPM MP Ground - CPM_MP • Bank Sta - CPM_MP Meadow Creek Plan: 1) PM_MP 2) CPM_MP River = MeadowCrk Reach = Main IRS = 19526 480 470 460 450 x c m N 430 420 410 400 0 200 400 600 800 1000 Station (ft) Meadow Creek Plan: 1) PM_MP 2) CPM_MP River = MeadowCrk Reach = Main RS = 19048 'Channel Surveyed' (MLA_00_0_2500) 500 480 460 x c 440 m 420 400 380 0 200 400 600 800 1000 1200 1400 1600 Station (ft) Legend WS 01 pd - CPM_MP WS 01pd- PM_MP -CPM MP Ground - CPM_MP • Bank Sta - CPM_MP -PM MP Legend WS 01pd- PM_MP WS 01 pd - CPM_MP -CPM MP Ground - CPM_MP • Ineff - CPM_MP • Bank Sta - CPM_MP -PM MP Ground - PM MP Meadow Creek Plan: 1) PM_MP 2) CPM_MP River = MeadowCrk Reach = Main RS = 18385 500 480 460 x c 440 m W 420 400 380 0 200 400 600 800 1000 1200 1400 1600 1800 Station (ft) Meadow Creek Plan: 1) PM_MP 2) CPM_MP River = MeadowCrk Reach = Main RS = 17855 520 500 480 x 460 0 m W 440 420 400 380 0 200 400 600 800 1000 1200 1400 1600 Station (ft) Legend WS 01 pd - CPM_MP WS 01pd- PM_MP -CPM MP Ground - CPM_MP • Bank Sta - CPM_MP -PM MP Ground - PM MP • Bank Sta - PM_MP Legend WS 01pd- PM_MP WS 01 pd - CPM_MP -CPM MP Ground - CPM_MP • Bank Sta - CPM_MP -PM MP Ground - PM_MP • Bank Sta - PM_MP 500 480 460 x c 440 a>i w 420 400 380 0 200 x c 0 m w Meadow Creek Plan: 1) PM_MP 2) CPM_MP River = MeadowCrk Reach = Main RS = 17145 I 400 600 800 1000 1200 1400 1600 1800 Station (ft) Meadow Creek Plan: 1) PM_MP 2) CPM_MP River = MeadowCrk Reach = Main RS = 16757 Legend WS 01 pct- PM_MP WS 01 pct - CPM_MP CP- Ground - CPM_MP • Bank Sta - CPM_MP - -PM MP Ground - PM MP • Bank Sta - PM_MP Legend WS 01 pct- PM_MP Ground - PM_MP • Ineff - PM MP Bank St - PM MP 0 200 400 600 800 1000 1200 1400 1600 Station (ft) Meadow Creek Plan: 1) PM_MP 2) CPM_MP River = MeadowCrk Reach = Main RS = 16756.9 BR 500 Legend WS 01pct- PM_MP Bank Sta - PM MP Meadow Creek Plan: 1) PM_MP 2) CPM_MP River = MeadowCrk Reach = Main IRS = 16756.8 500 Legend WS 01pct- PM_MP Ineff - CPM_MP Bank Sta - CPM_MP Meadow Creek Plan: 1) PM_MP 2) CPM_MP River = MeadowCrk Reach = Main RS = 16450 480 460 x c Ta N w 420 400 380 0 100 200 300 400 500 600 700 Station (ft) Meadow Creek Plan: 1) PM_MP 2) CPM_MP River = MeadowCrk Reach = Main RS = 16096 450 440 430 C 420 0 m w 400 390 380 0 100 200 300 400 500 600 Station (ft) Legend WS 01pd- PM_MP WS 01 pd - CPM_MP - Legend WS 01pd- PM_MP WS 01 pd - CPM_MP Ground - CPM_MP • Bank Sta - CPM_MP Ground - PM MP • Bank Sta - PM MP Meadow Creek Plan: 1) PM_MP 2) CPM_MP River = MeadowCrk Reach = Main RS = 15782 450 Legend WS 01pd- PM_MP 440 Ground �PM MP • Bank Sta - PM MP 430 C 420 c 0 m w 410 400 390 380 0 160 200 300 400 560 660 700 Station (ft) Meadow Creek Plan: 1) PM_MP 2) CPM_MP River = MeadowCrk Reach = Main RS = 15781.9 BR 450 Legend WS 01pct- PM_MP Meadow Creek Plan: 1) PM_MP 2) CPM_MP River = MeadowCrk Reach = Main RS = 15781.9 BR 450 Legend WS 01pct- PM_MP Bank Sta - PM MP Meadow Creek Plan: 1) PM_MP 2) CPM_MP River = MeadowCrk Reach = Main IRS = 15781 Cont/exp coef adjusted to prevent drawdowns 460 440 x c 0 m w 380 360 0 200 400 600 800 1000 Station (ft) Meadow Creek Plan: 1) PM_MP 2) CPM_MP River = MeadowCrk Reach = Main RS = 15516 'Channel Surveyed' (MLA_00_0_2300) 480 460 440 c m N w 400 380 360 0 200 400 600 800 1000 1200 1400 Station (ft) Legend WS 01 pd - CPM_MP WS 01pd- PM_MP -CPM MP Ground - CPM_MP • Legend WS 01 pd - CPM_MP WS 01pd- PM_MP -CPM MP Ground - CPM_MP • Ineff - CPM_MP • Bank Sta - CPM_MP Meadow Creek Plan: 1) PM_MP 2) CPM_MP River = MeadowCrk Reach = Main RS = 15428 Culy Brandywine Dr (MEA_00_0_2200) 480 Legend wS01pd-CPM_MP WS 01pd-PM_MP 4 60 mm!m CPM_ MP -e0 -CPM MP Grouts-CPM MP 440 • _ IrieR-CPM_MP • Bank Sta-CPM MP C O -PM MP O 420 � -PM MP W N � -PM MP W Grouts -PM MP IneR-PM MP 400 Bank St PM MP 380 360 - - 0 200 400 600 800 1000 1200 1400 Station (fl) Meadow Creek Plan: 1) PM_MP 2) CPM_MP River = MeadowCrk Reach = Main RS = 15428 Culy Brandywine Dr (MEA-00-0-2200) 460 Legend wS 01pet - CPM_MP WS 01pq-PM_MP -C 440 -c0 -CPM MP Ground -CPM_MP IneR-CPM_MP 420 Bank Sta?CPM MP C O -PM MP O — � -PM MP ro � N -PM MP W 400 Ground -PM MP IneR-PM MP Bank Sta-• PM MP 380 360 0 260 400 600 800 1000 1200 1400 Station (8) Meadow Creek Plan: 1) PM_MP 2) CPM_MP River = MeadowCrk Reach = Main IRS = 15370 'Channel Surveyed' (MEA_00_0_2100) 460 440 x c 0 Z6 m w 380 360 0 260 460 660 800 1000 120o 1400 Station (ft) Legend WS 01 pd - CPM_MP WS 01pd- PM_MP -CPM MP Ground - CPM_MP • Ineff- CPM_MP II ' I ��. ► ' '� fAI �� I, �,��' (► �; �, �! ��'�►� � ,�� ,I�!� �� I i��lil lill►��I� � r�l�lyl, riir l�, l