The URL can be used to link to this page

Home My WebLink AboutFDP202200001 Letter of Map Revision 2021-12-27TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. REQUEST FOR A LETTER OF MAP REVISION TECHNICAL SUPPORT DATA NOTEBOOK WOOLEN MILLS RE -DEVELOPMENT MOORES CREEK ALBEMARLE COUNTY, VA �F yS JULY 2021 BR AN D. CICHOIC Lk. No. 53741 PREPARED BY: TIMMONS GROUP 608 Preston Ave, SUITE 200 Charlottesville, VA 22903 TG Project Number: 37032 TABLE OF CONTENTS 1.0 PROJECTSUMMARY.................................................................................................................1 2.0 HYDROLOGIC SUMMARY......................................................................................................... 1 3.0 HYDRAULIC SUMMARY............................................................................................................2 3.1 DUPLICATE EFFECTIVE MODEL...................................................................................................... 2 3.2 CORRECTED EFFECTIVE MODEL..................................................................................................... 3 3.3 EXISTING CONDITIONS MODEL..................................................................................................... 5 3.4 AS -BUILT LOMR MODEL.......................................................................................................... 7 4.0 SEDIMENT TRANSPORT CONSIDERATIONS..............................................................................9 5.0 EVALUATION OF ALTERNATIVES............................................................................................... 9 6.0 CONCLUSIONS..........................................................................................................................9 LIST OF APPENDICES APPENDIX 1......................................................................................................... Effective FIRM (Annotated) APPENDIX 2..............................................................................................Work Map and Bridge Plan/Profile APPENDIX 3............................................................................................................... Effective Model (HEC 2) APPENDIX 4................................................................................................................ Detailed Model Output 4.1................................................................Duplicate Effective Model Results (HEC-RAS 5.0.7) 4.2...............................................................Corrected Effective Model Results (HEC-RAS 5.0.7) 4.3............................................................... Existing Conditions Model Results (HEC-RAS 5.0.7) 4.3.............................................(CLOMR) Proposed Conditions Model Results (HEC-RAS 5.0.7) 4.4.......................................................................As-built LOMR Model Results (HEC-RAS 5.0.7) APPENDIX 5........................................................................................................... As -built Survey & Pictures APPENDIX6.................................................................................................................................FEMA Forms Woolen Mills Development Page ii Albemarle County, VA July 2021 1.0 Project Summary This hydraulic analysis has been completed on a reach of Moores Creek located within Albemarle County, Virginia to document the regulated floodplain and floodway associated with the construction of a pedestrian bridge and other site improvements at the Woolen Mills project site per approved CLOMR case No. 20-03-0027R. Much of the information presented in the CLOMR application has been restated herein for context and history of the project and to demonstrate the steps taken from the effective HEC- 2 model to this as -built LOMR HEC-RAS model. Information which is being restated from the CLOMR application has been changed to gray text to assist in determining what is new information with this as - built LOMR application. Moores Creek is a FEMA regulated stream, which has been studied in detail (Zone AE with floodway) from its confluence with the Rivanna River to a point located just downstream of Poorhouse Road in Albemarle County. The effective study for this stream was found in the FIS for Albemarle County, Virginia and Incorporated Areas (51003CV000C), revised May 16, 2016. The stream is reflected in the current Flood Insurance Rate Map (FIRM) panel 289 (map number 51003CO289D, effective February 4, 2005) and revised with a Letter of Map Revision dated 2/7/2017, see Appendix 1. The site improvements and pedestrian bridge have been constructed within the FEMA-delineated 100-year (1% annual chance) floodplain and 500-year (0.2% annual chance) floodplain of Moores Creek per CLOMR Case No. 20-03-0027R, see the Work Map in Appendix 2. This flood study documents the as -built condition of the pedestrian bridge and other site improvements. A field run survey to collect data of the as -built condition was performed by Timmons Group in March of 2021, see Appendix 2. The hydraulic analysis was performed using HEC-RAS (v.5.0.7). 2.0 Hydrologic Summary The discharges associated with the proposed study were not changed from those utilized in the Effective model as provided by FEMA. The summary of discharges for Moores Creek provided in Table 2-1 of the Effective FIS (revised 5/16/2016) has only one flow rate, whereas the provided HEC-2 data has an additional flow change locations along the watercourse. The 100-year flow rate at the subject site, however, was consistent between the two data references. Tables 2-1 and 2-2 below provide a summary of the discharges presented in the Effective FIS and the HEC-2 model input data. TABLE 2-1 Summary of Moores Creek Discharges as Published in the Effective FIS (Revised May 16, 2016) SUMMARY OF DISCHARGES (CFS)1 LOCATION DRAINAGE AREA (SQUARE MILES) ID -YEAR 50-YEAR 100-YEAR 500-YEAR At mouth 30.9 4,840 9,450 12,200 21,300 'Effective discharges and location descriptions taken from Table 3 in the effective FIS for Albemarle County (FIS Number 51003Cv000C, Revised 5/16/2016, published by FEMA). Woolen Mills Development Page 1 Albemarle County, VA Revised January 23, 2020 TABLE 2-2 Summary of Moores Creek Discharees: HEC-2 and Duplicate Models FEMA Section 30-YEAR 50-YEAR 100-YEAR 500-YEAR 4.0(D) 4,650 9,050 11,650 20,250 2.0 (B) 4,840 9,450 12,200 21,300 3.0 Hydraulic Summary FEMA provided the effective model for Moores Creek as a scanned copy of the original HEC-2 model, see Appendix 3. The HEC-2 model is dated August 1977 and assumed to be in the NGVD29 vertical datum. Legibility of the HEC-2 model varies within the provided pdf. The HEC-2 model provided includes geometry input data, discharge data, boundary conditions, encroachment model, and summary output tables. Known water surface elevations establish the starting boundary condition in the effective model. The following model progressions have been completed as part of this study: Duplicate, Existing Conditions and Proposed Conditions. 3.1 Duplicate Effective Model The Duplicate Effective model is established using HEC-RAS v5.0.7 and uses the effective model input as the basis for the model. Geometry data and flow file data are taken from the HEC-2 model, where available. The Duplicate model begins at the confluence with the Rivanna River with boundary conditions taken from the HEC-2 model. The Duplicate model extends upstream to the point where the model was truncated at section 4.0 (FEMA letter section D), located approximately 2025-ft downstream of Monticello Ave (Route 20). Conveyance calculations were set to "Between Every Coordinate Point (HEC-2 style)." Encroachment stations provided in the effective model were inputted into the Duplicate Model. A bridge (Moores Creek Lane) is included within the Duplicate Model. Bridge and culvert modeling approaches between HEC-2 and HEC-RAS vary. Bridge geometry data was taken from the HEC-2 model. The Energy Equation was entered for Low Flow Methods and Pressure and/or Weir was selected for High flow Methods. Once the model data was inputted into HEC-RAS, the model was run and the results were compared to the HEC-2 results and the published values in the effective FIS, see Table 3-1. Note that a vertical datum adjustment has been applied for a comparison of these elevations in the summary table. The conversion from NGVD29 to NAVD88 is achieved by subtracting 0.74-foot (Section 3.3, page 20 of the FIS). As demonstrated in Table 3-1, the computed water surface elevations in the Duplicate Effective model closely match (within 0.2-ft) those elevations provided in the effective FIS. Detailed model output from the Duplicate Effective model can be found in Appendix 4. Woolen Mills Development Page 2 Albemarle County, VA Revised January 23, 2020 TABLE 3-1 100-vr Water Surface Elevations (Unencroached): FIS, HEC-2, & Duplicate Model Base Flood Water Sur -face Elevation FEMA Section HEC-2 Section FIS Regulatory (feet, NAVD88) FIS Without Floodway (ft, NAVD88)1 FIS Without Floodway (ft, NGVD29)1 HEC-2 WSE (ft, NGVD29)1 Duplicate Model (ft, NGVD29)1 A 1.0 324.0 313.3 314.0 314.00 314.00 B 2.0 324.0 321.1 321.8 321.78 321.64 C 3.0 324.0 322.7 323.4 323.36 323.27 D 4.0 326.2 326.2 326.9 326.88 326.91 1 The project site is located within an area impacted by the backwater from the Rivanna River. The water surface elevations noted in this column are computed without consideration of backwater from Rivanna River. The effective HEC-2 data included a floodway data summary table with encroachment stations. It was found that the effective floodway widths in the effective HEC-2 model match those in the FIS Floodway Data table, with the exception of Section D/RS 4.00. Table 3-2 provides a summary of the floodway widths from the FIS, HEC-2 and Duplicate Models. TABLE 3-2 Floodway Widths: FIS Published, HEC-2 and Duplicate Model FEMA Section HEC-2 Section FIS Floodway Width N HEC-2 Floodway Width Ift) Duplicate Model Floodway Width (ft) A 1.0 110 110 110 B 2.0 140 140 140 C 3.0 774 774 774 D 4.0 200 107 106.58 The encroachment run of the Duplicate Model results were valid with increases between 0.0-ft and 1.0- ft. Table 3-3 compares the HEC-2 output encroached water surface elevations with the encroached water surface elevations published in the FIS. TABLE 3-3 300-vr Water Surface Elevations (Encroached): FIS, HEC-2 and Duplicate Model FEMA Section HEC-2 Section FIS w/ Floodway (ft, NAVD88)1 FIS Encroached WSE (ft, NGVD29)1 HEC-2 Encroached WSE (ft, NGVD29)1 Duplicate Model Encroached WSE (ft, NGVD29)1 A 1.0 313.8 314.54 314.5 314.50 B 2.0 321.9 322.64 322.6 322.49 C 3.0 323.4 324.14 324.1 323.97 D 4.0 326.5 327.24 327.2 327.22 ' The project site is located within an area impacted by the backwater from the Rivanna River. The water surface elevations noted in this column are computed without consideration of backwater from Rivanna River. 3.2 Corrected Effective Model The Duplicate Model served as the basis for the Corrected Effective model. The Corrected Effective model applies a vertical elevation change to all geometry components to reference NAVD88. As referenced in the effective FIS, the conversion from NGVD29 to NAVD88 is achieved by subtracting 0.74- foot. Woolen Mills Development Page 3 Albemarle County, VA Revised January 23, 2020 Cross section spatial location for unmapped sections in the HEC-2 model was determined based on the mapped location of section 1.0 (FEMA Mapped Section A) and reach lengths provided in the model. A correction was made to the reach lengths for section 1.3 to allow for the Moores Creek Lane to spatially align with the actual crossing location. A summary of revisions made to the Duplicate Effective Model to create the Corrected model is provided in Table 3-4. TABLE 3-4 Summary of Model Revisions for the Corrected Effective Model RIVER STATION EDIT # SUMMARY OF EDITS All Vertical datum conversion from NGVD29 to NAVD88. 1 Sections Flow File 1 Revised boundary condition to account for datum change. 1.3 1 Corrected reach lengths to align Moores Creek Lane spatially with actual conditions. The effect of correcting the reach length for section 1.3 resulted in minor changes to the Base Flood Elevation for the studied reach. A comparison between the Corrected Effective model and the Duplicate Effective model predicted water surface elevations for both the unencroached and encroached model runs can be found in Table 3-5 and Table 3-6, respectively. Detailed model output from the Corrected Effective model can be found in Appendix 4. TABLE 3-5 Water Surface Elevations (Unencroached): Corrected and Duplicate Effective Models Duplicate Model Duplicate Model Corrected Model Comparison HEC-2 Cross Section FEMA Section Profile W.S. Elev' W.S. Elev' W.S. Elev' A WSE (ft) (ft) (ft) (ft) NGVD 29 NAVD 88 NAVD 88 -- 4.0 0 100yr 326.91 326.17 326.17 0.00 3.9 100yr 325.79 325.05 325.06 0.01 3.8 100yr 324.53 323.79 323.81 0.02 3.7 100yr 322.57 321.83 321.93 0.10 3.0 100yr 323.27 322.53 322.62 0.09 2.0 100yr 321.64 320.90 321.04 0.14 1.7 100yr 320.95 320.21 320.38 0.17 1.6 100yr 320.93 320.19 320.36 0.17 1.5 Moores Creek Lane 1.4 100yr 320.90 320.16 320.33 0.17 1.3 100yr 320.03 319.29 319.51 0.22 1.0 A 100yr 314.00 313.26 313.26 0.00 ' The project site is located within an area impacted by the backwater from the Rivanna River. The water surface elevations noted in this column are computed without consideration of backwaterfrom Rivanna River. Woolen Mills Development Page 4 Albemarle County, VA Revised January 23, 2020 TABLE 3-6 Water Surface Elevations (Encroached): Corrected and Duplicate Effective Models Duplicate Model Duplicate Model Corrected Model Comparison HEC-2 Cross Section FEMA Section Profile W.S. Elev' W.S. Elev' W.S. Elev' A WSE (ft) (ft) (ft) (ft) NGVD 29 NAVD 88 NAVD 88 -- 4.0 0 FW 327.22 326.48 326.49 0.01 3.9 FW 326.08 325.34 325.36 0.02 3.8 FW 324.83 324.09 324.14 0.05 3.7 FW 323.27 322.53 322.64 0.11 3.0 C FW 323.97 323.23 323.35 0.12 2.0 B FW 322.49 321.75 321.91 0.16 1.7 FW 321.77 321.03 321.21 0.18 1.6 FW 321.78 321.04 321.22 0.18 1.5 Moores Creek Lane 1.4 FW 321.75 321.01 321.2 0.19 1.3 FW 320.61 319.87 320.1 0.23 1.0 A FW 314.5 313.76 313.76 0.00 ' The project site is located within an area impacted by the backwater from the Rivanna River. The water surface elevations noted in this column are computed without consideration of backwater from Rivanna River. 3.3 Existing Conditions Model The Corrected Effective Model served as the basis for the development of the Existing Conditions Model. Nine (9) cross sections were inserted into the model along Moores Creek in the vicinity of the planned site improvements. The new stream sections were developed using a composite surface comprised of field survey and LiDAR data (2015) taken from the VGIN website (https://www.vita.virginia.gov/integrated-services/vein-geospatiai-services/). Channel and floodplain Manning's n values for the new sections were selected based on field conditions and with deference to the values used along the reach within the Duplicate Effective Model. Blocked obstructions were added to the appropriate sections to model buildings located within a cross section. The model was spatially oriented and then truncated to begin at downstream river station 1491.63 and at upstream river station 2640.37. Stream centerline data was taken from FEMA GIS and modified as indicated by LiDAR data from VGIN (2015). Spatial orientation of mapped FEMA sections was taken from GIS data downloaded from the FEMA NFHL Viewer website (https://www.fema.gov/national-flood- hazard-layer-nfhl). All floodplain cross sections in the model were renamed based on river station as established from the stream centerline used in the model. HEC-2 and FEMA letter sections are notated in the description for each applicable section. The flow file was edited to account for section renaming. Table 3-7 summarizes edits made to the Corrected Effective model to create the Existing Conditions model. Detailed output from the Existing Conditions Model can be found in Appendix 6. Woolen Mills Development Page 5 Albemarle County, VA Revised January 23, 2020 TABLE 3-7 Summary of Model Revisions for the Existing Conditions Model IEC-2 R EDIT "RYOF 4TION 1 Provided GIS cut line data based on spatial location. (Geometry supporting All Sections the cross sections was not edited.) 2 Renamed sections based on river stations. Flow File 1 Updated flow change locations based on section renaming. 2640.37 1 Added Section. Encroachment stations established. 2290.53 1 Added Section. Encroachment stations established. 1789.04 1 Added Section. Encroachment stations established. 1669.52 1 Added Section. Encroachment stations established. 1620.63 1 Added Section. Encroachment stations established. 1570.82 1 Added Section. Encroachment stations established. 1491.63 1 Added Section. Encroachment stations established. TABLE 3-8 Water Surface Elevations (Unencroached): Existing and Corrected Models FEMA Section Cross Section River Station Profile Corrected Model Existing Model Comparison W.S. Elev' W.S. Elev' A WSE (ft), NAVD88 (ft), NAVD88 (ft) 2640.37 100yr 318.21 2290.53 100yr 318.34 1789.04 100yr 315.45 1669.52 100yr 314.98 1620.63 100yr 314.71 1570.82 100yr 314.87 1491.63 100yr 314.65 ' The project site is located within an area impacted by the backwater from the Rivanna River. The water surface elevations noted in this column are computed without consideration of backwater from Rivanna River. The existing conditions floodway model utilized the same encroachment stations specified in the Corrected Effective Model, modifying the encroachment stations only at section 1.0/A/R51175. Encroachment stations for the sections added to the model were measured off the effective mapping and iterated as required to achieve a satisfactory floodway computation. Table 3-9 provides a comparison of encroached water surface elevations for the Corrected and Existing Models. Woolen Mills Development Page 6 Albemarle County, VA Revised January 23, 2020 TABLE 3-9 Water Surface Elevations (Encroached): Existing and Corrected Models FEMA Section Cross Section River Station Profile Corrected Model Existing Model Comparison W.S. Elev' W.S. Elev' WSE (ft), NAvo88 (ft), NAVD88 (ft) 2640.37 100yr — 318.47 2290.53 100yr — 318.63 1789.04 100yr — 315.57 1669.52 100yr — 315.11 1620.63 100yr — 314.86 1570.82 100yr — 314.94 1491.63 100yr — 314.65 'The project site is located within an area impacted by the backwater from the Rivanna River. The water surface elevations noted in this column are computed without consideration of backwater from Rivanna River. 3.4 As -built LOMR Model The Proposed Conditions Model from the approved CLOMR served as the basis for the as -built LOMR Model. The proposed bridge was built at River Station 1601.10. The as -built surveyed surface was sampled to establish the revised cross section geometry. Cross section geometry data for cross sections impacted by the crossing was revised to reflect proposed grading conditions. Bridge Modeling Technique The proposed bridge design has one span totaling 139'-11"-ft. After correcting for the abutments, the total span of open area under the bridge is approximately 136'-6"-ft. The bridge has vertical wall abutments on each side of the bridge opening. The distance to upstream section and width entered in the Deck/Roadway editor were measured along the stream centerline. The bridge was built to span the existing channel and did not disturb the natural channel bottom within the bridge section. The Manning's n relating to the overbank area and channel was revised in the internal bridge cross section to reflect the provided riprap slope protection and smoother conditions as it is anticipated that characteristics of the vegetation in both the channel and overbank areas under the bridge section will change. Expansion/Contraction coefficients were adjusted as appropriate for cross section #2, #3, and #4 for the proposed bridge and ineffective flow areas were added to sections #2 and #3. Ineffective areas were established on the upstream side of the crossing using a 1:1 ratio and on the downstream side of the crossing using a 2:1 expansion ratio. The Energy and Momentum equations were selected to compute Low Flow Methods with the Highest Energy Answer option selected. Pressure and/or Weir Flow was selected for the High Flow Methods. Table 3-10 provides a summary of all edits to the as -built LOMR Model. Refer to Tables 3-11 and 3-12 for a comparison of Existing Conditions. CLOMR Conditions, and As -built LOMR water surface elevations for Woolen Mills Development Page 7 Albemarle County, VA Revised January 23, 2020 both unencroached and encroached conditions, respectively. Detailed model results can be found in Appendix 4. TABLE 3-10 Summary of Model Revisions for the Proposed Conditions Model HEC-RAS RIVER STATION EDIT# SUMMARY OF EDITS 1669.52 1 Station -Elevation data updated based on as -built survey surface. 1 Station -Elevation data updated based on as -built survey surface. 1620.63 2 Ineffective Stations unnecessary and removed. 1601.10 1 Pedestrian bridge as -built dimensions. 1 Station -Elevation data updated based on as -built survey surface. 1570.82 2 Ineffective Stations revised. 1491.63 1 Station -Elevation data updated based on as -built survey surface. TABLE 3-11 Water Surface Elevations (Unencroached): CLOMR and LOMR Conditions FEMA Section Cross Section River Station Profile Existing Model' CLOMR Model' As -built LOMR Model' Compare CLOMR and LOMR W.S. Elev W.S. Elev (ft), NAVD88 318.23 318.37 315.55 315.11 W.S. Elev (ft), NAVD88 318.22 318.35 315.49 315.04 0 WSE (ft) -0.01 -0.02 -0.06 -0.07 (ft), NAVD88 2640.37 100yr 318.21 2290.53 100yr 318.34 1789.04 100yr 315.45 1669.52 100yr 314.98 1620.63 100yr 314.71 314.82 314.85 0.03 1601.1 Proposed Pedestrian Bridge 1570.82 100yr 314.87 314.91 314.77 -0.14 1491.63 100yr 314.65 314.65 314.65 0.00 1 The project site is located within an area impacted by the backwater from the Rivanna River. The water surface elevations noted this column are computed without consideration of backwater from Rivanna River. Woolen Mills Development Page 8 Albemarle County, VA Revised January 23, 2020 TABLE 3-12 Comparison of CLOMR Conditions and LOMR Conditions 100-year Models (Encroached) HEC-2 Cross Section River Station Existing Model CLOMR Model As -built LOMR Model Compare CLOMR and LOMR W.S. Elev' W.S. Elev' W.S. Elev' A WSE (ft), NAVD88 (ft), NAVD88 (ft), NAVD88 (ft) 2640.37 318.47 318.62 318.56 -0.06 2290.53 318.63 318.81 318.74 -0.07 1789.04 315.57 315.98 315.83 -0.15 1669.52 315.11 315.59 315.42 -0.17 1620.63 314.86 315.38 315.23 -0.15 1601.1 Proposed Pedestrian Bridge 1570.82 314.94 314.95 314.79 -0.16 1491.63 314.65 314.65 314.65 0,p0 ' The project site is located within an area impacted by the backwater from the Rivanna River. The water surface elevations noted in this column are computed without consideration of backwater from Rivanna River. 4.0 Sediment Transport Considerations There is no indication of any historical information regarding sediment transport that could affect the BFE's for the section of stream channel within our project limits. 5.0 Evaluation of Alternatives Several bridge configurations were analyzed during the structure design process. The alternatives analysis included evaluation of bridge span widths. In addition to span opening width, different configurations of sloping abutment were evaluated. The selected bridge design utilizes vertical abutments and a wide span to maximize flow area for the 100-yr storm. None of the evaluated alternatives were able to pass the 1% annual chance storm without causing a change in base flood elevation. 6.0 Conclusions Water surface elevations for the 100-yr floodplain have been calculated for each of the model progressions and comparisons between model progressions have been provided. The as -built LOMR model indicates that there will be changes in the Base Flood Elevations (not considering backwater) for the 100-yr storm event with the constructed bridge crossing and other site improvements on Moores Creek. This Letter of Map Revision is a follow up to the Conditional Letter of Map Revision Case No. 20- 03-0027R approved on March 18, 2020. The approve CLOMR model indicated that increases associated with the proposed improvements when compared to the existing conditions model resolve at station 2897.3 and that the CLOMR model ties (within 0.5-ft) with regulatory floodplain elevations at section 5655.59. This LOMR model illustrates lower elevations compared to the approved CLOMR which provide an improvement over the conditional case. Further it should be noted the increases in Base Flood Elevations (not considering backwater) associated with the as -built LOMR site improvements Woolen Mills Development Page 9 Albemarle County, VA Revised January 23, 2020 indicated by the model are lower in elevation to the regulatory Base Flood Elevation associated with the backwater from the Rivanna River. No structures are impacted by the proposed increases in BFE (when not considering backwater elevations) caused by the built improvements. The findings of this hydraulic analysis have been made on the basis of the provided effective modeling information (HEC-RAS format) obtained from FEMA and field inspections made by qualified personnel. The prepared hydraulic models supporting this flood study were reviewed within CheckRAS to provide increased confidence in the model inputs. The 100-yr floodplain elevations and boundaries reflected in this report have been determined in accordance with standard hydraulic modeling techniques. As such, this study accurately and reasonably represents the Flood Hazard Areas associated with Moores Creek for the modeled storm events. Woolen Mills Development Page 10 Albemarle County, VA Revised January 23, 2020 APPENDIX 1 Effective FIRM (Annotated) Q City of v STR� Charlottesville o� FT dependent City) _510033 - FNUF MASON �^ STREET Z co ST� �fiFT o J MASON — T ET � GAP ZONE AE MOORS MOORES CREEK LN CARLTON AVENUR 9KAY POINT OF TIE-IN' W/EFFECTIVE MAPPING s PROPOSED 500-YR FLOODPLAIN I PROPOSED 100-YR SE FLOODPLAIN 1 RQen I / PROPOSED 100-YR FLOODWAY 1 O POINT OF TIE-IN W/EFFECTIVEE MAPPING R�Gi` I ! C I V ING NOTES: 1. THIS ANNOTATIVE FIRM IS PRESENTED FOR INFORMATIONAL PURPOSES ONLY. 2. FEMA FIRM PANEL SHOWN ON THIS SHEET IS MAP NUMBER 51003CO289D, EFFECTIVE DATE 2/4/2005, REVISED TO REFLECT LOMR EFFECTIVE FEBRUARY 6, 2017. 3. FIRM MAPPING WAS DOWNLOADED FROM THE FEMA MAP SERVICE CENTER. THE SPATIAL POSITION OF THE MAPPING SHALL BE CONSIDERED APPROXIMATE. SREEPHILL STREET _L A ZONE AE 1 NIA EET MARCHANT ST rA W ZONE E \1 1 Il POINT OF TIE-IN W/EFFECTIVE MAPPING \ r� POINT OF TIE-IN W/EFFECTIVE MAPPING EXISTING BRIDGE CROSSING 0 �O OVERLOOK PL 32166� Ri vannu River 323.0 19.2 LEGEND 100-YR PROPOSED FLOODWAY 100-YR PROPOSED FLOODPLAIN (WITH BACKWATER) 500-YR PROPOSED FLOODPLAIN (WITH BACKWATER) NEW SECTION \ \ �I N I NATIONALFLOOR INSURANCE PROGRAM ALREMARLE COGNTY, VIRGINIA O AND INCORPORAIEDAREAS W d AND THEINDEPENDENT CITY W Cr CHARLOTTESVI LLE .I 219 511 � I f rn 'a MMMINItt NVNRFF mu mRNx p G em.+,nle cww• •moo• �� o �w.v,F DILL [IIY1 �' �nveamoe�r ' =Taav MP D LL REMED TO REFLECT LCNR O EFFECTIVE FIWu.Iy6,2017 4+ c0 z VEF1510N NUMBER 1. L.ZiO MMNNMBER SID03CO289D FFIFCTNF DATF FE9RUARY4, 2005 Al Unh Bridge S 11\ 320.3 00 ao z z SCALE 1 "=200' 0 200' 400' FOR INFORMATIONAL PURPOSES ONLY M E O O � U N � N C Q O > E Q LL p � LL — C, O 0 C, W L M w Jy —� O W O N d 7 z H " � X Q U < N W 1n2 c N Z =V >N O ~ c In ui N M ui a� D7 J Lu 0 0 cD 0 0 0 > > w w U 0 Q Z 0 1 > Elf r DATE 0112312020 DRAWN BY M. WEBB DESIGNED BY S. REEVES CHECKED BY S. REEVES SCALE 1 " = 200' z a z LLu 0 w>}L u III Z L w O mu W_ wQ� CO W (� a Q J J O z z w J FA_ F I.1 JOB NO. 37032 SHEET NO. EX.1 L APPENDIX 2 Work Map and Bridge Plan/Profile SUMMARY OF 100-YR WATER SURFACE ELEVATIONS FEMA Section Cross Section River Station Profile Existing Modell CLOMR Modell As -built LOMR Modell Compare CLOMR and LOMR W.S. Elev W.S. Elev W.S. Elev i� WISE (ft), NAVD88 IIft), NAVD88 (ft), NAVD88 (ft) 2640.37 100yr 318.21 318.23 31 . 318.22 1 318.35 -0.01 -0.02 2290.53 100yr 318.34 1789.04 100yr 315.45 315.55 315.49 -0.06 1669.52 100yr 314.98 315.11 314.82 315.04 314.85 -0.07 0,03 1620,63 100yr 314.71 1601.1 Proposed Pedestrian Bridge 1570.82 100yr 314.87 314.91 314.77 1 314.55 314.65 0.14 0.00 1491.63 100yr 314.65 'The project site is located within an area impacted by the backwater from the Rivanna River. The water surface elevations noted this column are computed without consideration of backwater from Rivanna River. NOTES: 1. AN AIRBORNE SURVEY FOR THE PROJECT WAS COMPLETED ON 12 25 2013 AND ADDITIONAL TOPOGRAPHIC INFORMATION WAS COMPLETED AND INTEGRATED WITH THE SITE DATA ON 2/13/2018 FOR THE WOOLEN MILLS DEVELOPMENT SITE AREA. TOPOGRAPHY SURVEY DATUM: NAVD88. 2. LIDAR TOPOGRAPHIC DATA WAS DOWNLOADED FOR THE ADDITIONAL FLOOD STUDY AREA, AS SHOWN. 3. AS -BUILT FIELD RUN SURVEY OF BUILT CONDITIONS WAS PERFORMED BYTIMMONS GROUP IN MARCH OF 2021. 4. EFFECTIVE FLOOD INSURANCE RATE MAP #51003CO289D, PANEL 289, FEBRUARY 4, 2005. PROJECT LOCATED IN ALBEMARLE COUNTY, VIRGINIA. 5. THE EXISTING AND PROPOSED FLOODPLAIN LIMITSALONG MOORES CREEK HAVE BEEN MAPPED IN CONSIDERATION OF THE BACKWATER FROM THE RIVANNA RIVER. 6. 100-YR FEMA MAPPED FLOODPLAIN LIMITS TAKEN FROM GIS DATA DOWNLOADED FROM THE FEMA NATIONAL FLOOD HAZARD LAYER VIEWER (https://www.fema.gov/national-flood-hazard-layer-nfhl). ABBREVIATIONS: RS = RIVER STATION // llll4�M1 \I 1 II IIII II\\11\\\\\\\\\��\\\\\\\\\\\•\\\\ \ 0� r IIII\\ IIII\\\ l 1 I I \ \\\`-- Illlllllplllll Illllllllll�ll\1 II Illllllll IIIIII\\\\\\�`\\\\\\\\N \\\\\\\``--_- 01 III I I \ \ \1 1\\\ 1\ \ 1 1 an�id `z, \\I \III)I 1 \\\I 111 \\ \ \ \ \ \ \\\ \ \ \ \ 1 I 1 \`� \ \ llllllllplllll IIIIII I111/> 1 \\\ 11 IIII\\ IIII\ \\\\\\\\\�\`��\`-_----_ - ____-\'`��\ IIII\\\\I\ \ \��\ \\\�\\ \ \\ \ \ \11 I I 1\ \\\\��\IIIIIIII IIIIII 1( l \\\ \11 \\\\\\`\\ \(� \\\\\\\�\``` III L1c.No.53741 � \ \\ \ I II III//(1\\\\\\III rl(111111II1 \ \ 11\I\\\\\ \\\\\\\III I ) \\ \ / j 11 I 1 I I I ��%%/ 1 I I I \ \_ I 1 \II�I�IIIIIII III 11111111111 I r- LIMITS OF TOPOGRAPHIC - ___--_____ 1j111111111111111111111 I I I11 �\g is\ I1\(Il(\ \\\\I\I\II II \I 'Nil 11 l l ljl (III II \ $\ \\ Ir I l lljllljjllal I j l (IIIIIIIII j / \ SURVEY _= �III��IIIIIIIIIIIIIIIIIIIIIIIIIjIIIII `moo a` ZONAL N-\�\\\`\\\\\\I\IIIII \ \� \ \I I I I III IIII\\111 \ \ I I I IIIIIIIIIµ I I / I IIIIIIIII / \�_� `�`__�O_ ---____-- \111111 111j1111111111111j11111\11\II`��o a\ \\��0�\\�\�I\\ ) \ \ \IIII I I I I�11 11/111111 \ \ I I IIIIIIIII III I IINIIIII ! r- _---- - - \ jj1\\\111j1111111111111\\\\\\Il\\\\\\\\\\n\��\ \ \` \\\ ��\\\\\\\\\\\\\`�\�\\\\\\\\��\\\`� �� `\\\��` \\��\ M \� �� \ \III\\\ \ \ \\`\\\`\\\ \ I \\IIIIIIIII 111 I IIIIIIIII\ 0 \\\\� I l l j l l\ \ 1 I 11 �IIIIIIII�1 Ill/ l llu/%IL \ \\ \ \ \ \ \\ \\ \ \ \ \\\ \ tea\\\ \\ N ^ WSE=WATER SURFACE ELEVATION \\\\\\ ��\ \\ \\\\;Illlll 1\I�� IIII\ \ I I�Iplll@IIII Illlll� �/^\_\\ (1 \\\ \�\\ \_/\ \\\\\\\\\VWIWA�'\V\\\\\\\\\\\Q\\\\\\�\\\�\\�\\\\�\��o`� ¢o IIII\\ II `��\ I till Ill)\ \ \\ i 1 \ I �Illljlllllll I\\11\\$`` \\\ \��/�\\ I \\\��\♦��_,`\\\\\`\\1\\\\\\\\\\\\\\\`\\\\\\\\\�\\\\\\\\\\\\\\;�\\`\��?�y > E BFE = BASE FLOOD ELEVATION \ \\\) 1) \ Il �� \ /\0.\� ( `\\\ � \\ � \ I�IIIIIIIII IIII 1\\\\\� \ \ \`\��\ IIII \\ \\�� \\ Q\\\l \\ \0\\\\ \\\\\\\\\\ \ \\\\\ \\ \\\ \\\\ 100-YR FLOODPLAIN = 1%ANNUAL CHANCE RAINFALL EVENT FLOODPLAIN \� \I// / I 1 p\\ \ Q\\\ \\ \\ \ IIII INI \\\\\ \ \\ \�� I \\\\� \\ IIII\ \\\\\\\\\\\\\\ \ \ \\\ \�\\\� \\\\\\� \\\ \ 4\a ) �`\ \ \ Q\\\ \\`\\\\I \� -\ (\ - IIIIII \ - �Q\\\\� `�\\�\\\ \ \ \\`ate`\ \ \ \ \\ \\ \\ \\\ \\ \ IIII\\\ \\\\\\I�� _ > 500-YR FLOODPLAIN =0.2%ANNUAL CHANGE RAINFALL EVENT FLOODPLAIN \\ `\/ / / \ \\��\ IIII\ Ill \ \ 'I III�IIIh \ \l�\1�\\\ \ \O� ��\ w�\ \� \ \� \o\�\\�\\\ \\��\\��\\�0��\\\\\\\�\�\��\�\��\\��\\\�\\�� w w 3 N. /<� J )`�- _ ��oa"`� \ \ \I \\ \�\00\\ ¢ a o 3 �� `\�O \ "•\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\�\\\\\\\\�../ \\ pw �^ Iltl �\\\\\\\ r \\ \ \ \ \ 1 -_ __\�\\\ \\\ \ \\\\\\\\ IIII\\ \ \\ \ w0 m.-1 \ \\ \\ { IIII\\ 11 \ \ III III __ __\\ \ \\\ \ \�\\\\\\ \\ \ \ IIII\\\ II 1 _ \� \\ J �� IIII\ \ \\\ \\\ \ IIII\Lu \ \\\ \� `\ 1 \\ 1 \ \ ` \ \ \ \ III ^.a - `� ` \\\ \ \ \ \\ \\\ \ \- \ \\ \ \ IIII _J t r� \\ \\�\\\\\\`�\��\\\�\\\\��\\\\\\\\��` J o rn z \ \ \ \ O \\ \♦ \ \` �� \�� \\�\ \ \\ \\ ` / / I/IIIIIIIIII\ /r �\�\\ \\•��\`�"I \\��J��\\�\O�J��=��`l lllllllr OW V / \\` \ I 11 \ / \\\ \ \ \ c\♦ \R IIII 11 I I \\\�• \ \ \O\ ��\ \\\\\\\\\\\\\ \\\ I z�y \\ \ \\\ \t \\ \�a\\\ I I \ \\ `\`\� \`�\\\� / / J//Jlllllll\\\\ / / \�\�\\\P t\- \\� \\��\\\ ��\ ♦IIII \\\\\�\�\\\ `� 0� \\I 111 1 1\\ 0 o U \\I\\\\ �\ �` \\ \\� \\\ 1 I I \ II \1\\\ \ ( / IIII - �� \��\\\ ��\ IIII IIII \ \ _ IIII IIII\ 3i cn \\ 1 1 \\\ \ \ \ \ 1 IIII\\ \\ // \\\��\\\ ��` \"\\�\��\\��\��\\\ 11 I I\\l\\\ \ ¢ w \ /`\�\\\\\\\ \ J\ \\\`IIII \ 1 IIII \\ ) / ��a\ ` `\ \\\\\\\\\J\ \l 111 \\\ o LIMITS OF TOPOGRAPHIC r \\ \ p �\ \ \ t / \ \\\ \ \ \ \ \ \ III )� / \ \ �- I \O\�\ o \ \ \\\ \\ O \\ \ \\ \ 11 \\\ I I I / ��\\` \\�\�\ \��\ `\\ IIII\ 1 I I\\\\\\ \ oC ai SURVEY l \\ \\��\�A\� \\ \\ \ \ IIII\ 1 IIII I I / \ o \\O\\\\\��\\\ \\\�\\ ♦ \\\\�\�\\\\o\ \ \IIII\\\ IIII o Q v \\�� Op\��sd�\\\\\ \\ \ \ I \\\\IIIIII \ \�♦\I\IIII11)I)� 11 r \�\a \ \\ \��\\ \\��\ \� \��\\�\\��`�\\��\\\\\\\�\\\�� =c=i ° p IIII \ \ \\\\\\\\\\\ \\\\\\\\ > \\ \ \\s�\�\ \\\� \\ \ III III `UIII/ /)iN�i\ \ / �\\ \ \\\\�\\�`�\\\\\\\\\\\`¢ In n \ 1 I I I IIIII ♦ 1p/r(l / \ozz \\ \ \\ \�\�\\ \ \��\\ ♦ \\\\\m\\\\ \� IIII\\\ o, \\�\\\��\Q I\X, IIII 1 Ill ILL _.` IIIIIIII IIII\\ 1 / /'"� `gIN \ \\\\�\�\\\\\\\\\\ \ \\\\\\�\\\\\\\\\\\\ o \\\\\\\\\\\�\\� w 1\\\♦\\�\�\�\\Ilh\\\�\ / / '/'/'r^ t\\\�Q\\\��\\��\��\ \\\\\\\O�\��\� IIII\ v� N N\\\ \ / /'\ l ! /i�\\�R� m_ \\\\\�\\ \, \ \ \ 1 \\\\\\\\ \ / /`/ `\I \ \ \\\ ` \ \ \ \ \ \\IIII\\\\\\\\ \\ IIII\\ ) / I?\ 11 \ \\�\ \`\_\` �J r- \\ N.\ \ _\/ --_- -- ` -� ! / _J \ \\\ )\\\ \__ \\\\\�\\ I\ IIIII \�Q\ \ \ It 1 \ \�\ �� \\� \\�,� �� / Q\\ \\\\\\\O\\ vi \\\ _ \ IIII\ \ \ 1 \\Q\ IIII\ \ �\ `,v. \\ \\ \c-•\\ _ \ z \ \\\ \\\ \ \\\\\\IIII \ IIII\ \\\\\\\\\\\\\\I \ �\ \\\ \\\ \Ir I \J\�^\\\\ \\ ��\ `\ \\\\\\��\� \ \��\�\� _ \\\\\\\\\\\\\ � �\\ Q\ \ \\�\\ \\\ \ l ( \ \ IIII\\ IIII \\\ IIII\ \_ \a •\\�\ /( \\ \ \-\` \ \\ �. \ \\�\1W, \ 2 N. \\\�\\�\\''��\` \\\\\\ IIII\ \\ / r-/ \ \ \ \\ ` \ �" 1 \\\ \\\ IIII\ \ \' \\ IIII// / - SO /i' `^ _�_-'�/ �\�\/'/// �\`�/\\ J\/\'.�\�\ \\ \\\ \\ \\ \�\\\\\\\l`\\1 IIII ^\\ __\ \\\\\\\\ IIII \/\\ \\f\\\ (( \\\ /\ /IIII`_/ A \\ i=_.- \\ J^ ♦ \�, i\//,(� \� `�� /� \_--__-_ -l^ \\\\J\\\�\\\\ \ \ \ \\�\\\\ `\`IIII\\ \ I 1 \' I //\ \�\\\\~�\\`\ `\\\ \I>/�_ \\� \Q\\\\\\\ > > - 1 / / \ --f�. �/ / /,�1 I/Il^� \ __-`_-_ -_- `\/� j / \\\�\\\�� \� \ �\\\\\\� \ IIII\\ \\JI 1 \ \\ \ l / \\ IIII\ K♦ ; _ \\\ IIII- �\ `\ \ �\ \ \\\ w w EFFECTIVE FEMA N.�`J _/////�/�:�i•�\`\\ /i��llllclll��'^_\)`\� '\n\\t \ \ ¢ \\ co 500-YR FLOODPLAI3Z �\ O EFFECTIVE. \\ - I IIII\\ / i /!•� / / �� /i // J \11 1 IIII \ I \Q\\1\\ \ \ / \ \ ( / ! r-l\ J DATE 100-YRFLOODPLAIN /i/ )II 1 \\\`\\0\\ Ry\�\\\\\\\ \� I r\ \\\ 111/I/II/\"/_ \1\�)11 /'� r\��\N\`\ \\ > 01 23 2020 POINT OF TIE-IN \� \\\ \ I I W/EFFECTIVE MAPPING =_` - / / '�(Ij / I)\��`\ \\\\\\ \\ _) /��\\\\\�O \ ��\//�_`--'-_-:\n��_`__�1, \\\ ! 1 1 / \ \\\�\ 1 IIII\ \ \\\ 1 ,,� \ \ )i\tJ \\\O\ \ \L.r /_\ __ �\�\ \ �� \� \ DRAWN BY I �� /�) / O / //% �./�/i.' -- '--� _ / ! - 1 / ( Q\\\� IIII\ I 1 ) �-�•�`-q-,i \\\ ��\ �\ 1 ( IIIII/Ill / \ /i /IIII ^\\ M.WE88 \\`� Ai-// /i / / \\ _ �__J _� / / IIIIII /� \�)\\ \ 1 I I \__/ \\\\ • DESIGNED BY c \\( flllr//INN i%IIII/ - / oiiiii // \ \ \ ` � \\� ^c\\ 1' I / ///IIII\\\\\ _IIII\\\ '- t• o \I lilt \,1r1 (J / IIII// /c- r _ �\ - IIII\\ �� -\\\ / /I 0 -- \\ \-• \ 1 (^\�� \\\�� S. REEVES /riiir35 / .° h\s= _ _ \\\ I I I ///IIII l 'lx _ _ _\♦\�-\ \\ \ 1\\\�\ • j11 v / // %/////////%�\\ l / / -• \ \ Wa /IIII Ill / i� __ems_-=_��\ \l \ \ \ \N^\� \ / IIII • CHECKED BY .\� I / /// //j/iii=-----_-_� \ \\\ //IIII/ IIII/_--%r\ado \ \ �_ //,�\�o��\\��\FO♦IIII /J IIII\♦\\O��\ t \ \�Y\ \\� l / // 1 // ��c=\\\\\\ \ \\\ \_ \_\ N. \ \ III / / /r I I` 2O 1 �' �m.�„�-ss \%�+t'\ IIII /^ /ii%/;IIII/%�l/ l rr j�%ii �= �\\\�\\\ \\\\\Q\ \\ \\`\\ \�\ \ \ \�\\ • S. REEVES I I r!//IIII / / / / 4//p ri \I 3 I/..�, \ \\�\ \\\\\\\\\/i/i//i/ri // O II(/ \\ \ \ \ \\ \\ \ \ IIII\ // , l I GND / / x0/o/"iaii \ IIII IIII\ \\ \ "�// \ IIII IIII // / �`\\\\ \\\ , \\� \ IIII , \`S ,+'iii IIII \\\\\�\ \ \ __�$_��//JI + l IIII// _�. \\\\\�\\ \\�� \ \\ IIII • SCALE / / \\♦\\\� �^ l l /%// /i�`�� fll'1 1 IIIIc \\ / /% \\\ / //'. \\ \\\ I /l/Ir /// \\\ 1 1 \\\ 326.18' '\ \ \\ \\\ \ // / I cp � l l / \ \\ IIII J 1 \II IIN // //\ \ /i \\ `\\`` �jg / %' IIII/ ,�//�// 4i \�\\\< ��\� \ !-_'\/I\\ ` \ IIII\\\ • 1"=80' 111 l �/ IIIIIIIII\ _ LIMITS OF LIDAR �� \ \ - \ /%/ \♦ / O \ j //r%Yi/ i/ I �\\\\\ \ \ \ I/ /jIIII lll(IIIII %p / _ I "'w / \\ // IIII/ 1 / \.\ \\ / ELEVATION DATA � �rllll I IIIIII III III,\ / l(�i , /'i - / ,�/ I \ \ � < \ � .`�� 24 h / .✓�/ / 00 // / _ \ .I \\\\�\ / / / //////// / �/ % 1 /A.\ \ \\ �AS: +100 %%/%%//l%l% / % // Q 10'\\\\�w\\\ \\\ \ } \ � sue\\\ IIII \ \' \ 9 ///////!//i/ /I<r\\\\\\\\\\\\\\ ` \ \\ \\��\ '\ \ I I \ \ \IIII \�\\\\\ \ / Ill \ I \\\ 1 ( \\\IIII \L� IIII\ IIIII IIII\\ \4 \ 1 i 111 `rP \\\`\�\ZC�\\ \\\ \ I 1 \\\ \ \ \\\ _ -�0 (=_i// I /__� IIII\ \\ \. .�\\�\\ \ \``\ \\ I I II,11 \\\ IIII\\ \ _ - // - //// I/III /l/IIIIII(//i/___�// \\ \\.�. �� \\�\\ \� \♦\` �\ �l �_ %r//%% /(/ � �/ \\` `\ \\��@ � ,��\\��`� �a\ ll I I\_'1 / ,;IIIIII \IIII \1\�\\�\ \ 1 , )\ / ...ram\\\ \.u'-/ �i/i/��\\\\ _ ',•f/ i = = / / /- / ) \ / I \ / /// I IIII iii _\ IIII J� \��i� /%!ice_ j /!%%// //iUiii///%/�j�� --�`) \ \\��\�Z�\�`\� \��\�\�\ `� \ / (IIIIII POINT OF TIE-IN �-==�_- IIII\\/EFFECTIVE MAPPINGcP PROPOSED 500-YR IIIIIII L \\\\ \\\\,\`\\ \\_-�m�=>>- _ ___ / /.�\\\\ FLOODPLAIN. / i \\ 1 \ \ \7 / Q ..\ ly /// ice' _ -\ \\C��_-- "�/iii - /�iSSii/ /l r _�i(////////i/^�_//-' \\\♦\\ \\\\\\�\\\`\, \ 1\ \. ��-- _ ____��/=`\\\_-,- _- \` ^'�.. /- \\ I / / / \ \C>�/ 1 / 1.,._'',\`�'/ 111 /// / /�/N' 'sa r //i%0'/f/ i��•33��-- , _.\ \32S \`\ \-y//� - ��/////� /111/l;�i//!%IIII%% IIII \�\\\\$i `\\ \\ IIIII \�\\� \^/- �_�� \^ \I\\\\\ l/,�1 --- �__ -•-�= _- --_- ---'/� \^\\--=�_--_�� \\/j/ �_` � � � _� `I \ I \ / / l.. + , 1 �/!/r / / / / /�,/// / i�� __=�� \ N. \\\\sS \\\ \\ \ IIII\ \ \ \ 1 / _ -' L r'_---- _ //i ♦ \ "\` \ \ O \ I I \ / sr //// / i/4- //%40- � _ -� \\`_.,.,_ \-=_ __ ��' IIII/// � \\\ \ \\\ �' \\� �\ IIII\ �`�� \��/♦\�\\\ \\ \ j j11/ !!� �--- �x --- --_ _/ -. ,Jr•-- /^__ -- j � �\ -- __t ` 1 M I I I I s'o`"'i°r IIII//; //\ r //r/i�3-- '---- \\\ _ ��___ 3`? _ _ �\\\\V\\\N _ �- __+c _ _ , r _ -- __ -\\ _ //� \ \\ \\ \ \ \ �. _ - _ - - � � � `1, --_ -- / / ! / ' / / j%// / // / -�\_�\ � _�-�� / ' \ IIII \ 340\� S_====-_ s IIII \\ o \ \ \ Sill \_\ \/ \ l -`-\/ r'---•^_.S `\J^�+.., f (\ / / •1 r\- 1 \ 1 '/ % r/ /3(k /�- --�i// \� \ W \ \\ \ ,IIII\ •i\�\\\\\ I _�\ \\\ 1 \\\\�\\\\ \ ♦aF\\ \\ \\\ \ ^ /_- _\ \ IIII\\\ \ \\ \ \ \ '\ / \ '\ L \ ,1 \ � � R / I / Irai// > /� �_ � / \ \ \ -_-- O \\ IIII �\\\ \ 0\ \ \ \ \ / -_' u \\ -_ ^-_�^�M1 _ IIII\ ^\1>\\\�\\\\ `\_\ IIII\ / ./-'-\ \\ � (^"r \_ J\\\ /`°"" / zps IIII\ \�s \\LU r G ^\/' ,� I t IIII O - \ U \ \` a / //%////��/�/�///// Z \ \ \\\\\ -\ l \ / 7.> ^ \°�\, L\J \ \Ilr N i / \ L,\ u rJ \ -/ \\\ i\\�`_', \ // / RS /// / �� \�\ M 1 J \ i \') ll\ i ° 1 _^/ ` \ j1/ l/ (II l r r/ii/iii4/�/i/�i ' LIMITS OF TOPOGRAPHIC O\\ \\ \W\M \\ \�\\ �\\\ I n L_ n IIII I r 4J t� °ee 1t POINT OF TIE-IN \\ \\�\ \\\ \ \ \ \�\\\ / m IIII \ \\\\\\\ \\\ \\ \ \\ IIII l 0 SURVEY \ )\ \\\\\ \ \ \ \ ,.11,lllll .. I I o /l / /�/ /iii4i�i /r // / \ \ W/EFFECTIVE MAPPING \ \\ \\�\� � \\� \\\�\\ \ \ \ \ \ PROPOSED 100-YR r ^ • r< �� ='=: ,Is'` IIII l v�� 3x U r�l � (ll - l FLOODPLAIN .Sr R\\\ \� �� -=1,r /v_s =__��- \\�O1 Gl l�\�1l-� i\ \ \_`•" �L , r- / d'l / i/ l \ IIIII 1 �ff^\ • ( �lU �j\ (N�\�/ �� i \�\°�--� 1 i�^;�3 =� o� s♦ \` \\\� .,\i \\\�� )ll a (Jr r//( a .r/g^�%�/ \ 1 \ /R ° 1 29+000. 33- -/L ==<_---c\\� O(O/M �`1`\C`(,(/�,Il/djl�0 c' ____-_�_ �__�� \\t/ \ \\��\_•�\`\ \ )�\ \_320 -\ - _ .-`3� _ \ '�I 'l i-��I IIII` >____�______ �\\ I II r`\\\ \♦ \1 ( `�___ _ -_ _ _ _�-, ,. �\�e \____"_\ _! 2 x Sd\ /`�/ _ ` IIII ( ..��..`�\_.. _r1\ 1/ iJ /r!1 -= ��J\\\llllllJIN- s. \ Illlllllllllll \I\\ \\ \\\\� = _ - \ \ 1 \ )1\ \\`\ \�\\�\l. 3\�• �' C'l(�n\�n ♦� ��=\r��'i/�/�J \\1 \ � \- �n�\OS�� /\CZ .1`.\a\�_ Y/iii•,\ %!/// ) \ IIII//IIIIII J•.\ \ \ \\�. - _�__ �_ _- _-- �-\ \ \\ � \\\ N. \ \/ _•_! G/ rim/h// / �� IIII/I/1/I111l,1 rq /��J `-/ /.' � // i - /-�� \�\� ��\ ♦� \\\ �3i5 �` I J\ '^ 300 2 ��1��'1�=G�� ZO i/�J / J�✓�/ \.Q \ \ \ r` r^�10 Wl^1 f \ \\ \ C 2%0 - .�,y ...'�• ^f �O \%// \\'Q\\\`\\ u�?S. \\\ .., \ \�\ \ \1► )b\ 1 \ \ \ I 4W IIII �\� \ \ \=`O_, � �.-�� 5 =- •� POINT OF TIE-IN W/ --^-' -\ 1 ( ` �+�^` -...�-•' J \ I ! EFFECTIVE MAPPING \J\\\5000\\ \\ J 1 II\\\\ \/ \Q\\\4 \\\\ FIS = FLOOD INSURANCE STUDY IIII/�U/G/ l� ! / / / ��j//iO iii ///r%Gi"IIII,• IIII \\ \M\\ \\\\� W //IIII / EXISTING BRIDGE \\\f \ \��\\�\\�`\ \ `\ J CROSSING \\\�\\\o\\ Q Q IIII \ \ti \\\Q\�\ \ \\ w i IIII\ \ 1\\ LU / \\ 1 / -- MOORES CREEK U CENTERLINE l hrir "'AY, "M%11 lll�lf%/J/l1z//I�IN(/ /r 11/i4 IIII rr r/, l// r r 'f"/,r,llll!/ll/I/l, 1 Jlil,(g(r �l/I Il /l,l,lw .1)1,,,,r /Il�ll>/j�� ,I1 I l�� I \ y� _ I/firms `� I .�JI \�\�\04n>&\\�-�`____ _ __ \ LIMITS OF LIDAR ELEVATION DATA NAD83 Virginia State Planes, South Zone, US Foot \O \ _J w CL \ ��\ :a_ w N.\ V M � W ¢ J J 0 \ O 0 LL \ � J z J 0 0 Cl) W i� Q Z JOB NO. SCALE 1 "=80' 37032 0 80' 160' SHEET No. EX.1 0 c a L EWA 139.9' 140'-0" DECK EL. 327.28' 328.53' AIR 1 EL. 315.44' 316.7' LOW MEMBER EL. 325' 326.24' BRIDGE AND STAIRS UNFACTORED REACTIONS Z (LBS) Y (LBS) X (LBS) DEAD LOAD -12,443 LIVE LOAD (@90 PSF) -25,200 WIND (@53.9 PSF) 6,485 5,324 -5,324 OVERTURNING WIND (@20 PSF) 9,800 3,267 SEISMIC LOAD 2,090 1,716 -1,716 4181 THERMAL (COEFF OF FRICTION = 6.50E-06) 2,489 BRIDGE INSTALLED WEIGHT =-48,500 THERMAL EXPANSION (BASED ON A SEASONAL TEMPERATURE VARIATION OF 120°F) Y = VERTICAL LOAD @ EACH BEARING PLATE (4 TOTAL) Z = HORIZONTAL LOAD @ EACH BEARING PLATE (4 TOTAL) X = LONGITUDINAL LOAD @ EACH FIXED BEARING PLATE (2 PER BRIDGE) 5/8" i 1 1 /8" 1 SYM 1 3/8'' _ 1 1 /2'' 140'-0'' CAMBER DIAGRAM THIS TABLE FOR INTERNAL USE ONLY AS -BUILT INFORMATION PROVIDED IN BOX INDICATES FIELD ACQUIRED AS -BUILT INFORMATION ELEVATION VIEW 8'0" END VIEW 9'-5" BEARIGN OUT -TO -OUT NO. DESCRIPTION S-1 Title Sheet S-2 BRIDGE SCHEDULE OF MEMBERS S-3 BRIDGE TRUSS & SPLICE DETAIL S-4 STAIR SCHEDULE OF MEMBERS & DETAIL S-5 ABUTMENT PLAN VIEW S-6 ABUTMENT SECTION VIEWS S-7 SHIPPED PARTS CUT LIST FINISH DECK SPLICE RAIL GRAB SET PLT ABTMN ANCHR INSTIL *BRIDGE BROTHERS INC ACCEPTS NO RESPONSIBILITY FOR WORK PERFORMED BY OTHERS. BRIDGE BROTHERS INC RESERVES THE RIGHT TO MODIFY THIS STRUCTURE DURING PAINT PT SYP YES PCKT NO UHMW YES YES YES FABRICATION, WITH CUSTOMER APPROVAL. NO MODIFICATIONS TO THIS STRUCTURE SHALL BE PERMITTED WITHOUT WRITTEN CONSENT FROM BRIDGE BROTHERS INC. BRIDGE 0.�ti,Lnti E2TI=IED tI�I.=.iRIC�I{j� ROTHE [[Ell[[OkOlDHE [�]HIVIP WOOLEN MILLS PEDESTRIAN BRIDGE CHARLOTTESVILLE, VA CUSTOMER: HIST RE PARTNERS 631 CAMPBELL AVE SE, ROANOKE, VA 24013 PROJECT# 10346 Do XXX = ±1/4"; FRACTIONS = ±1/8"; ANGULAR = ±1' DRAWN BY: CRT CHECKED BY: JAB TITLE SHEET S-1 LOAD PLATE SHALL BE PLACED ON EACH END; RIGHT END POST REV I DATE STAIR EL. 322.44 323.8' GENERAL NOTES: 1. THE PRIMARY FUNCTION OF THIS STRUCTURE IS TO CARRY PEDESTRIANS, BICYCLISTS, & EQUESTRIANS AS SPECIFIED IN AASHTO'S LRFD GUIDE SPECIFICATION FOR THE DESIGN OF PEDESTRIAN BRIDGES. 2. BRIDGE SHALL BE FABRICATED BY AISC CERTIFIED FABRICATOR; NO SPECIAL INSPECTIONS SHALL BE REQUIRED 3. USE OF DE-ICING AGENTS ON BRIDGE STRUCTURES IS HIGHLY DISCOURAGED 4. BRIDGE BEARINGS SHALL BE CONSTRUCTED AT SAME LEVEL 5. BRIDGE SHALL BE SHIPPED WITH RECOMMENDED ANCHOR HARDWARE 6. SETTING PLATES SHALL BE SHIPPED LOOSE FROM BRIDGE 7. BRIDGE SHALL BE SHIPPED UNSPLICED; SITE FIT -UP SHALL BE PERFORMED BY BRIDGE MANUFACTURER 8. BRIDGE OFF-LOADING FROM FREIGHT TRUCK AND INSTALLATION BY BRIDGE MANUFACTURER 9. BRIDGE SHALL BE CAMBERED 1 1 /2" TO OFFSET DEAD LOAD PER THE CAMBER DIAGRAM 10. HSS SQUARE & RECTANGULAR TUBING SHALL BE ASTM A500 GR B 11. FLAT PLATE AND CHANNEL SHALL BE ASTM A572 GR50 12. SHOP WELDING SHALL CONFORM TO AWS D1.1-STEEL 13. FRACTURE CRITICAL PER AASHTO LRFD PEDESTRIAN MANUAL SECTION 8.2.3 SHALL BE WAIVED 14. DEBUR ALL EXPOSED WELDS WHICH MAY COME IN CONTACT WITH PEDESTRIANS 15. BRIDGE SHALL BE PAINTED USING TWO -COAT SYSTEM, COLOR SHALL BE BROWN, 595-2140 - ZINC CLAD II - MACROPDXY 646 LOADINGS & DESIGN CRITERIA: 1. AASHTO LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES, 2009 2. AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 2017, 8TH EDITION 3. AASHTO LRFD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS, 2015, 1 ST EDITION 4. AASHTO GUIDE SPECIFICATIONS FOR LRFD SEISMIC BRIDGE DESIGN, 2011, 2ND EDITION 5. AASHTO M 133 STANDARD SPECIFICATION FOR PRESERVATIVES AND PRESSURE TREATMENT PROCESSES FOR TIMBER, 2012 6. AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS 7. AISC 303-16 CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES 8. ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES 9. AWS D1.1 STRUCTURAL STEEL WELDING CODE - STEEL, 2015 10. NDS SUPPLEMENT - DESIGN VALUES FOR WOOD CONSTRUCTION, 2018 11. GUIDE TO STABILITY DESIGN CRITERIA FOR METAL STRUCTURES, 2010, 6TH EDITION 12. THIS STRUCTURE HAS NOT BEEN DESIGNED FOR FLOOD OR VEHICLE LOADINGS. 13. SEE CALCULATION PACKAGE FOR COMPLETE DESIGN CRITERIA; 90 PSF LIVE LOAD 30 PSF SNOW LOAD 50 PLF RAIL LIVE LOAD, 200 LB RAIL POINT LOAD 105 MPH WIND LOAD; 20 PSF OVERTURNING WIND DESCRIPTION 0 02/24/20 CUSTOMER SUBMITTAL 1 03/19/20 STAIR LENGTH AND ABUTMENT CHANGED 2 04/16/20 ABUTMENT CHANGED d mu) CHADSMcDONALD Lie. No. 042663 ),,, 7113Is0 CHAD S. MCDONALD, PE VIRGINIA PE#0402042663 TRILOGY ENGINEERING 2550 SANDY PLAINS RD, STE 225 MARIETTA, GA 30066 PHONE: 404-556-5923 (866) 258-3401 1 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BRIDGE BROTHERS, LLC. ANY REPRODUCTION WWW.BRIDGEBROTHERS.COM IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF BRIDGE BROTHERS, LLC IS PROHIBITED. SCALE: N/A I11124UP V&SI Effective Model :ice ;1,� ... _ _ .,A . _ .. •r - :., ..,.�. _:.,: =-•-r _, .,,, .�..z; ..x.; ;,..a+J� 'i .t, r.".Aarl/aAraa►•aaat,aara,rrrta••rar�laraaaaaaaaaaaaaa„ ... ._._.. .. .,. .. '. �' I +* tIiC2 fitL►1110 Pran, CO�Ix . I ATC: NnV rttlad I6 IIP7A1tn At:6t41T `. jr} .�•111P. �}, � :upl!1►TC�11:1!, • yn,".{1.9:'•:i3 .. •. ... ...._ ..._.., .. _ .. .' .. .:.� �.aaraaa,„•a,asa,r,••aarv,r,aaaaarv,aaaa•a,••,arr.a r ;.... ',"'•i � . al'' % . ; 1iTL• A-414lArt tr7 RT t.L►1 J r(,C.31-3t1.r.tut, !Jlunit;F. la0tC11LS i1LSJ!•6L 1:4 9UnmidY ^F E-11083 L18T., .--SM7hNAP-Y 11wI.Yo;jI S1.1. , C.+tt.L At 's ,+rtK SSrA SitrrfL 9iftiL OrCNN 11TENCit EN116T 'IUPtilp 11uA•39 Ya,4Q o, IAn,ou IA2,Up, 0, 042,17 111445 1144,r1 4G,nn IUlf Do 18$,np 200,00 200,00 110.00 . " •l,,fr74i 30'ri,rt� :1, Iry 4919 04 SaJt,00 51a,On 1}. S63.33 147029 ,..- 1 0,at1 ,?469,1h !f3h,Oil y3e100 S48,011 570,0o 651,o0 659400 123000 t.4,ri4 1M6& rr, srt43,a1 rn yt/0 0, 517,On 414 tiO bMOO MOO460,00 I,(grill 1321�`II n,ta 3560,u9 511•tin i,11,o0 5ti,n0 664900 h1A0,00 680400 " t53600 !91 1 01•14 +, i2'39,74 hli..0 ;,. 'itl.ao 660 iron ti, h60 r00 163,00 a,A4 351'1,A5 St"t.n'1 hil,dn 917.Off WiDtl 66t1400 hh0.00 11;l1on 7.1if0,34 51if n, 546401) 574,00 0, bA5r5L., 170;91 (: 14,74:i „ 1?t,4i° - G t11 ?tleA,bt, }3rjrOtl 53+7,n0 SaB,QU 1174,00 bbj,DO bfr3:11r," 129r00 145609A 0002.99 0, a9a,Gn 592000 rl, 5774b3 174,64 r,+rlrs? 3r'•+,hd n,�u 5694.OG nD2,rin �tT7.,oh u94,u1t gK2:0q Sbi,Lq 562.OU 14D,OD �.' I Y. i1n a? t4 94c;.:I trhn q, r 11'.. 1413.9'S. ' 9N2.32 544, 1n Saa,On 1 tyq.nn t2?1,n0 13180r; .; t3te0n 714.00 3u1'•, .'.+'tr,'+': •,••, th ?, 1,h7'. 13ri14,fQ_ 140.1869 4,;q,Y1 110G,p0 9, h99,Kp 61n,op h10401) 70a,00 7611,04 -0, 714,60 7n2eyb 7pn.60 172919 104,60 t: .>• j ;ts 4 v to c'.1 il. tt Ih(�1,[ro r,Gr),r,G n, eUO,. '•1 n '7nn,90 7:4,d0 109002 705:T'r I1/7,7o 1U5.77 •. tti .0n t.i ° SI',,II . th>t,3h S13,fh sir bt'1,!)n 704,00 0., 105,56 1996aD I i �6Y . 1.'. t..,1h 9,3if to1h59 ev.,n:, bar.,.,:(, 61';,Off )oa,r•G 71a,CC 706630 106,30 s<"'h,na :,. II10 57.' 11 aa, itP ti1l,a? 6(10 of, G, 6nh,00 6 1 a or, 610,00 104,00 104,w n, J14,0p 705,43 70b.62 19401 joh,b2 � ifIvh,¢tt 30A,34) b, Y33,Go btltl,Uo n, t117,bD 309031 'f.^;r'• S3S,1i .-,b ?t16,AS l9Sr'10 39S,10 533,on 6?n,"m 617940 617►00 MAU j S� J.1:'7 Si4�9j/ R, too I,7h. rl,t9 d, ap0,00 5?.0000 7, 939.41 411609 I+ I'ie 3fi 9 0.�11 1479,b1'•� ?tb,on 216900 ,, 460,00 52n,n0 530.,nn 5.36100 314.00 4L Or .. .. _ ... J/.. r .. .. ... ...:YSs:^yi�l::l'Alf a/rf•6h71�7�1 77-7,17� f. i, till: .f,'. r:':;1•:: ._. q.. .. .<+:• :'i,.. A S' BECNI'+ t:►'sEL o.1Fa9p t01K BSIA 9fENC4 OTCML STCHN 8TENCa ENOSI SOP;IU N 5.?00l 374.9E 020 . Rea3,400642' 0. Weep Sao.00 0, 536617 136 45 S.AuO!: 3'356�) else 244OO64 400.31►: On10o 400400 9401po 53fl400 530900 1316M2 5,'1o0 335.10 Ot 1304.0 3?ot9q of 32010n 45P,00 0. Qtl2,11 12"',16 % 5.3utr 335,64 G.SS 1485.3++ 320.95 WOO 320,00 asa000 44Z.00 4a2600 1Z1.05 ;r !......,. ! 5.Q0pr Sl5q'31 0, tb14iSO . Si,S4 . �1. 1b0,o0. 44o,no 0. 403,66 390612 f A15„O4 Ota7 {boot311 390.OQ 35+.00 360.U9 / a40000 r143.00 443.00 43i00 A "I } 6,'ti14, $31IS6 0, 336147? W.011 oil 140,00 Retitle 0. 831.69 949,36 d,00t: 338915' 04s9 IRS1116 411100 411000. 742,0(/ 828.00 831',00 837.00 426,00 { 10'' 1.uy1�(• 139045 0. 128215K 196,b 06 $34100 37b,00 0,, 776ta0 1i9t4a .. 7i0UQf339,19 t1/!S tas?,9h and on 246td0 334.00 3'1b.00 37b.00 376,00 I0600 7,yt1;3 341,00 Ot 1191071 281.6h 0. 316000 417,00 0. 444013 162841 * I 341,36 41lU, 1r'.64.75 324t110 32h,06 376100 417,00 • 444400 444400 118100 4.pCft 35e605 11t 2303.611 211,3z 0, ?59.00 301too 0. SQ0611 2fl2i79 �! Coo)) 35at11 006 220tiO40 ?32000 ?12.00:' 2%9,0A :lo1000' 402000 402.P0 • 1?0,00. 9,Do0 354,38 0; 2896,2a 789,12 0. 92i,00 981.OA 0. 1Q9b.72 3016b6 A a loop 354.6s '00?6 2195,23 oS4,no 854.00 921too gallon 1048tn0 1048800 1941,00 401UO 35461.8 Ot 2947,Y,3 184,04 Ot :927.00 9871on 0, 1647.Z6 304602 i �1 9,1'0,1 3'74tYd 0,28 ?.895,75 853,00 Mae '': 921600 917100 1050,00. 1OSO.60 {974*1 tr..._..:...... ' .: ..:.. ...'... 9,0.00 394,07 y, 2'S3S.34 n.73,00 01 8154'00 081,00 01 961100 112900 .RIVI 3titl,79 else 2198060 075,00 615,00 675,00 997.00 9n7.00' 987100 112100 k. _........_..... .. H..�. . 9.thn0 3S4.hn• 0." ?309,2b p'/5.A0 0. ,979.00 9fi1.00 "-�, 967.00. 1k2.00 .600 354,94 f1.;{0 P240.46 ' 075,00 875,00 1754On 947000 987t00. 967e00 112.00 { 4.900 454,49 p, 22b6ttis 201,114 D, 343ta0 390900 U, 05.22 234.14 i :a.90u 355,u5 at'7a F-197,9n A..48,(10 2400oa 3.13000 390,00 411.eo 411.00 163t00 { t , 3h{.00 41160C 0, e41t84 158tB5 +A.,11n0 Sss,19 O 1824.b1 28d 99 e, �` 4fi,,n{111 S59t3? I.17 1611t91 S0.0U 311,(0 36�1 of, 417000 427,00 427400 110100 ' i $� {I.n00 359.87 U, 287R.26 1i94.35 0, 450100 102too 0, 946.07 351.5. 11,o++0 3110,14 n.S1 26{1,23 fine./10 h44tlU b30'�QO 7OPjou 890,00 494.00 254.0� ;12.1100''; 504,69 0. 1022.2R 315613 10, 397'i:�JU 460,00 9. 480.8@•r, !65179 Al •. ♦ 14,000 '•364,73 0.04 1032,34 315t0?: 3h9.00 3976111) WOO 480,00 460.00` WOO41 / i ,.13,f100 .' S71,t9 0. 2513t06 25b.Tti o, 335000 400000 0. 04,52 191:14 13.40U 571,?.3 Oto4 ea26050 245,00 284,00 335,00 AA4,60' 410400 410600 125t00 Y e i 1+t.o5U i{ 374,11 41, 191?..3,y 299492 Ot . .409000) . ..470,00. 0,.. ...... 471.00 ?.11606' .. .. :. `. 14.tW4 J/4;33 O.Pe 1896.b3 306,00 30660Q, �409.10N A%a,Ofi, 477,00 417i00 111-00 19.0070±; . 317.6'7 06 2418636 246.39 0, l694011 430.00 04 446(48 840r.08 191000' 318,06 0639 9925*92 ?71.,On MOO 3696011 430100 44a,00 440,dO.,. 163000 !, 16#000, 37.9�4R 11.,. 7.StY916•v' 135t98... 0: - 200.d1)._....`30600...........0# 398�Z+� ......222.5"9 /� i�x!rJ 18604i¢ M.�7.9p%i1 N0.31. 2495,91 L'1<91j.00 141600 250 0) 313000 301 n0 ' 323.700 '{5a600 +A 51C. ib CWPIEL OIF118M ,01K WA 3TE144 ATCMb SUMP. STENCH INO61 101,111111 'i ltfixlU 319159 0, 215l1.423 •0,63 0, i.i409 IN1400 DO .021,7,4 •?,ilri0b La,11n ;791469 0439 PI It445 6,P0 4000 71.011 129,�QIS 158.a0 1bb�Q0 161000 16,14t) 319,4404 1110.99 b3.110 A, b1,00 137900 0, 1371,000 74400 0 tl 164120 319.55 O,bl' ITOA,F$ 6.1449 634,'10 b4.00 137,QU 111.06 10,00 74000 1h.44o 379,44 0. 1413,79 h3400 0, 63,00 131,0t1 n, 1:17.un 74400 /1 164141/1 319,64 0,41 13014f14 b3,OO 6.100 h'.l,011 137,00 II1,00:. 137.00 14,n0 ... �/. .... ; IfA Vi0 4+t7.,1'1 0, 'Si944113 0,53 04 T1.D0 1?9•a11 ), 230,09 229,56 �i Ih.liO w 2s 11.15 3(1949A3 A on 4,00 71,00 189•1)0 199,110 191.,.4,4 19b,od i . 0.6.210.. 16'1.96 d, a0448t) 75•Ih 01 On 4g2,0U 1), 555j,25 440409 0 ,210 AAS.18", U.'1 4610*81 192,DO 152.00 450,D0 u92,[IO 570,0C 530r''h0i 31A,00 is s : J •. I r I11.30I 15.1l U, 4411On 416 4 U n, Y60..7 704,51• I • 1t+1300 wi,S5 0.11 �1147 V 161.00 161100 444,04 +f1d.00 14040n 740,I)0 .519,00 i 1/ IA.50U bR4,19 n• 443}L63 74,45 0,. 1{45i1110 k7>5,00 0',1 7af) ap.. T05043 • 1605%, 4k4i40 f•,2V 117,65,e!3 159.tf0 IS4,00 u115.OQ 4111.CG 74 400 7d1.70 361600 34•Ib'64 ah,32 0, [i55.0n 496000 0, 61$442 532,.10 i 1 hh) it>tl.+.,4 Y3+irJ,3++ 1611b1,Db 45,S,OQ h46 .CD 571),UU S10„00 LOy,00 e ': .1�:100 r4,i[$ 4. i?648.27 •,9b„1.1. 496.tt0 [I, 44h.00 409,69.. � Ili* ,10% SN4,S4 0,38 2612137 194,00 i9u,00 455,0D 496400 494,OD 01" 00 300440 1....:.,.. r r, 5933 3� 00 hV6100 of 496400 422,13 j" 16,91[•+ 1Mh,[1E , • /3,0/ Q, n55, j lb49nr) A56,1? 10S1i1B4O8 164•nn Ili? ,C'O 455,60 1196.0f, U96.01; A46.00 'J14900 17.DU1j 3Y6,l1 tg 90U3,69 210418.. 0, 544,00 593,00 U, Id09,76. 749f56 riL l 'I 17,Uu4 3Bni41 tt,1(1 ib39,iti 3nif,011 S00,Un 544a00.. 593,00 949,D0 1189,00 b49900 j a s Sgh,77 001? 11941" 4lS2,n0 4at,0 591,00 h24,00 b,4,00 6S4,OO 152.00 IA.U!ytt 5..5,hb 0, l211,93 1/10447 U, 591,60. 624400• 6564 5 2174 e m� `� tY.nnn 4 ..� � I11.900. J9t:.61 ![, $ONI•bl 8712120 +. 570,09 hD7,Dt) o 727,07 45b,79 J P 01 1 19,h9U 391,07 0.4'1 2010,S8 1n2,00 Sf12,00 57n,[10 607,00 bob,0O. b66,00 30N,oil i 1V.brrO 391.1n ), 1104•:bb 4^,1,22 00 67N9o0 7?4,9C 00 MOO 24b,53 14,6GU 39l•5y tt,44 129f hp 1,03,00 443,00 678,06 726,00 744,00 7496,10 10b400 ' Srr,700 34i.11 0, I442.1c" b16,00 0, b78 00 '7kb104 a, 772,Oq 94,09 1 . r 1 •b1 .1UQ D'•:ii62 0,51 10455 61Q.00 h1e400 616.00 126,00 777,.([0 112400 94,00 e 1,$ 400 3q],56 04 1414 30 670 0a 0, 616400 726.,40 of 776,93 90493•, 19..9uo 193000 0,i4 15?2,13 676f;D 677,90 678.00 126400 776,00 7?6000 911100: 20,006 394 6o d x6a491 387 15 09 67$0On 726000 a. 7.16,9b •3914?1'' r aq,p0(t 344,11 [i.lo 4i15i�,u7 u3e;a0 43tl,00 6T8.na. 12b[a0 .15640¢ LZ;h,Da 31a�Ot< .!.:.... ..... �� _. 1 f........ ....... ... _ 20.5O6 395021 0, 4,,�406,_?b5 216,39 04 314,00 360"00 • 0. 31i6,1.� Q949B'1 20.500. 395,56 .0.35 b2B49b 3O4•GO 304,00 314•DO �bOjiOO, 366,00 366000 6tl,00 j 71946114 39tl4A1 04 9p91b7 218,16 00 avom 1551ja0 O,i 31?.444 L31l,(1 + r) 166060 WOO 290 20itlG9 3I984Z6 0,25 94$h''g9 :00 A 355.;�0 3h5,!�0• a(1s.aa� l8�4��. '' r`�I WWI r 8 E L OIFOSP 001K SSTA 3 IF. 14 CIL STCHIL 97 1,1 m 4 SUNch &MIST TOPWID 0111 399, 11 of 694,83 (10. Bsjoo 4 9 Do of 870071• 108 64 4 Ils DO Sion -2,139:00 258000 208100 63,00 LA 41,136 Q I 1 164,91 120,0(Raton 150000 MOOL, 276,f0 216 4610 10000 31 *p()o 4j),11,191 08. 1 J ifl , 45 08' oliq at 150,00 170400 04 ?I too 404037 ().4v 1335,05 I as 1015 les,oij i50f1m 174,(10 215,00 27S 00 1 W 00 t e1) , 1051,36 P76,09 U. 33e 06, AI)4, rob 1 #09 17 1 f, 0 4 , I ft 98141S pqq 'no ?Yqwoo SAP.400 SbS,im 4 -b,40 o 4J.-asup i V,00 Moo, 401,61 414 p $12 fb9*0 I.n. .17.1 ?2 121997q 695,00 P9900 : oo P3,000 u 10 0 a of S02,33 MOST (14 A el 0 on Aol, (10 n a - . . Yr. I N\ 2fs 3 (to 011#21 0039 a5 1;36 , 110 1 Rh 101) 141 P(M file ?3t),OD 3 6 . . IL 9369110 m2Q 0 112 at 5 a a 0 67 241,A38 0. 244e4tt misool a24;3h ?a?. I :I Al 460 alla too -303,vo 4"V:001 0:14,01 Y. 60 P4 060 424,04 9isi,pY u a t 14 04 e44 o Oil Mono 9 ri, n,01, 56t 14?a 240002 paofoil PII14 on(I 9430,10 31.iloo -513:.ob 24,306 sloifie 1439 i" 1339,00 . 131119-0,00 . doid 0j e78;911 138940p,! 08 1349,130 VW1,00 L's Q t ........ ;24 ja(.10 J134 47 15 197 6114 1 J890M) 1169400 1389000 110000 1410:41) ut, 243bJ51 I'940-idii OP 1469 ft Q, 0 me ob iovoo 1p 4 6 440: 4% 2. 1 n, 1�3,4 oil Mqloo- Ise% 06 010 1010 J49000-5," 'a IL yLt (1 41 3699pam If-,38,41 00 tott? 106 of i.sitl 1641 18 0 1 h P050 t I h 3.19 C{0,. I 3bg *00 l$89M, t 4 t I? MI M4,00 S 41311 OC 1p0o0b 0.0. 311 01,11 1501.24 94 4 04 w 4ov 2iV,tla (10 0 0 "At 18 0 11, 16 6 1 149,00 163,00 .:�il 0509M. a1900 A111 40 a 4 (1 Qhl FP3 of 615t87 200,00 0, 200,0C. 2 3 1 (f ,Ztr041 0?o .Ci. Do 2 n G Del e9pooll, e 00 9 P, o P31010 R A oc p31,00 31000 0 4 1 1+i5e41 P.O.P140 P. 200. ad 431.0, M i4o oi2btj 1140036 015,I)b 1; 10 13 2b". * n A isin 00 20(loun, ? 31 4?, 231,00 eSt 69.0. 3S4OO r ei 643 ?06436 1590,10 163,w P13010(l 0.19 1 ilb 09490 1006o0 649.40 ati 104 1 O. 1090,111. 3 -t! 1 Of WSW 238*00 0, put 443's 4 a :l tocr 130 401) 854906 0? 2,00 Rea odo a tsar) 413441 ri 61a.�i 469,56 1 bfi-, 00 167900, 20',) 06 16.e'vo 20.00 go 206'.10 200906 ;100 0 * 0 ej 33.0, 33100 6 1 i a (1. 00400 .09. Pon too 33 a10 rmoc st I ,4. IL Vl� j "r-, -09CNEI CWBEL GjFwsP &K, SETA STENCL glcw{; STCHN OfENCR 60'3y TUPWID ........... .. 167 '10" .196 -Ct so: 00 2111 qO 0' 206 dX 49935 ' I -17R5 20 156065 MIE.60.. 1.11: 266-co, iob - 00 445'v 9.1 : 7z :'585160 10 4 11 ia 00 179,00 75iOD0 445"92 !boa '390-a5 w:Is 10MI-00 M00 179000 .166,00 $-66oOO bi '85; -:-4 4 lofti 55 1-S5�12 o on . 0,74(3 0 k-AT poflovo aqj�., Do - 225,40 0, Pes, 40 . 446: fl. oiO2 3D4,29 Poo L)a ?00:00 200.00 225,140 225 OD 9 225000 MOP 0 N.0 ' 5S4174. AO,no 40 25d-,do" v.-7 o ...04-0 4,46419 Q.08. 16601-0 a 0 b 0 200000 Odoo Z25,40 Ivea hes too 25 -60 0.770 449,6(1 0. r.:l I bi 5,00 24j.?662,54 "i 0,770 fil , 7,1 0. Is 621,49 IA0,12 1(n:1:9 no 1}S.nr ot 24?.,00 242,00 61.88 R3 o 11 3ab., 13 .0. 3:374(to, lb,:. b �:ho Q 3 C-1 0 58,07 415 Q 0.6 7 1 �7 017;54 326 ton 3 V .1 367400 -.376.,00.. 3 2 n i) b"Do 7jOr 7 52-000 ........... I-- ...... .. ..... P ...456 or, 116 2311.81.1 1.60 215,0r) 0, 301,61 61000- C. 455,63 -O.ap- 300136 2716.n4 2114 1! 0, p 2-rg.e ;a 301.10D Sf)1.tf0 64,96 .2 51 .49, 61 tSp 115,00 MAP eA 530 4 qP, o I 0d,99 9 U 2.4 a "lei 5.06 q 0 , 0 0 eat too. 2-m4' 1 VIP 2.540 i6l qa 0, 4 4? 2d'j 0 2-117 00 D. 237.06 PF10.1,00 0 a 6 a , C.-O '31 $00 P37 n 2iiT.0U 237.06 w,lf) 264"00 2F6,90 31400 461;" 7 .0 164t33 23Trm 231,06 R68 .(.1.0 ;31006 -s 00 266 to%o PP Al 460),3 0: 16 40.bq F 5F ep,ao 261% 00 3.*I,00 2,57u AbstoA iM I 0H 226,38 0, 215,00 aqfl,orl Pi, 285.84 59,47 P26 C"A A26,00 215,01; 2A.5*00 58,77 21-9 0 i '42j33 od'i 468,W 1.76,90 1.7649f) 170,00 803�00 21940 01.9,90 4 Pl." 5 0 11 415"65 0, 404,99 If lilt all 0. j a 5 4 Or) 201,r04 0, 238,011 Owl? 3,3*0' 415,,63 -9t02, 0303h 14112.9 141.00 185,00 147.00 238004 237 9S 96,66 i1o, . , I J 7? 0, AD9 475.80 39061 1041b 04 14s,of) �o I don P37 745, 0, r Z. V,, I Q i;75874 3664 Do 1 65d 9.0, POI b.9 238"00 237ill 8 4'7 ,80 1 AQ�39 ............. '415iab 0, 191 a v%Q 141.93 01 MAO r!i0"too Q, ?47 51 '15059 04 .60,02 140155. ot.? 141.0i7 155,00 ?07 AO 93W, bo 237,41 '95434 3 207400 42 .14 2 0 1, 207 ovo. 23 90, ,-P n cii 6#� p W492 141 ;00 t-0 4 '201�85 239.43 9440a .0 1 qq. Ale' a P? Iss'no 6A.0f) .-'-X.rfX 41' OC! 6 26 -,03 145,Rti q 184 On e3ji'On M00 143.16 5-06, IS 0,00 . ... ... .... 199-agip'. 04 Z59 00 0 41. 59 107: go 47 '00 .251 d.00 P4 OP.') -24200 "46: 66 4ccrju. VXSEC 56TA STENCL STM STCHR STENCR. ENDST •TVpWID ........ ... .........----- a6,96 At sb -qaq- 6o 0, 4b., 1;95 .62 -Os 1116.00 436,00: 0.,- 242s60 -4,,-sw 064 A 37 -(4,71 1,9151,00 :,reslri6o: :8,34 00 . .... ........ IF 4.SaD im. 65 0 518.62- 190,67 0., 21 1.,on MOD 0,. MS-09 5 4 4 3 k " So() 492,02 0 0 11 51-3.69 jqO:79 190.00 211.0a.. 216,00 2454no; 245,00 . . 'L 54, 10 . ... ........ I Sq-D - 01 '47 5 OR: 191-6,63 0, 2 S1 00 -0 444.60 li,S 2 il 7 4,590 91 e AR - 44■1)0. - P9929 R44:dO 5 -0.63 473ito 191,11 L91!9;00 fat '00 2�51co 5 Ono 494.45 0. 250,a6 .. 196.16 00 220,00 231.00 0. W917.... :�6.01 50000 492,42. -0.03 448.84-. 196.00 198.00 220,00 231.00 241,00 241' 00 43,00 . .. .... ...... ....... S-300. .0 156.08 59 0 Asv,ro ga. 39 .... 4% -5 4fi b6 loci 0 , 00' A 56.; 1 to a ,,eo �99,60:. '960 i� -fJ......... . ...... . 0 174 a 4 69 60 oi 5*400 513,34 it 0, .69, bo 91 10 .0. $0 • 5.1100 513,57 0: 0P.- 14 1", t 9 69:60 69.00 6111.60 9t,10 -91 .On 914100 211 4 0 ....... ... ... ... ... 5 bon 51,60se 0, 26 a? J69 60 a 61 1 0 91t1c .?too . 69"60. 69,00 69i,60 9iAQ 91,00 9 1., OC as-ir4a ma iel�ei . .. . ....... 5,7an 519,30 '40,51 0 50"00 joc'no 01 106,14 55,463 -5,70n 519 :3h 010h 535 15, .50'ai 50.00 50,01, lksiflo 10h,110 10 IL. 00 55 9 ... ...... .. 5s :5s. 8 0 00 51fi *A-S 860 j43 10 400 104, On 110.00 ss-oo.. 55"e ssr 00 04 ............ — . ..... .. -------- ....... Don 5241 U6 13 3 1,2 6 7 6; ;, 's a 0, 155,00 161)6 . 60 10, 354471 5062 7,007 524,57 i) 1 313190 110:00 .110.00 155600 184.00 21'0.60 210,00 100,00 11D 0: I. ain 525.99 .01 295.12 6&js 0 1 50'j-.7-5 175:75 09 Meal 283, a ip 526.70 0*21 24I pS a 1100.00 A TO 0 1 so.75 17 5 , -f s 210.0011 400 100,00 .. ........ 7 U11 spo■2R 71, 65 175 75- 0, 391 Sh a, �257 1113 0.1 150"'75 05 ato'no 216■Do loo,00 0. 926shl 0:33 P3451 '00 - i I a 0 Isoos 119, 41 .150,75, 17 5, 7T 0 44 I PAO sn.-, o6- .337- 34 65,53 04 if 7 ?Ala 9 P7 15 6,30 2T871 tic op� 110,00 '.150,75. im.-Is. eto;;Oo Ridino -100i.00 It ar3jk 5P7,07 '19 a. 150475 115js Or 352,29 MOD Ov U0644 b I "(1 .250 521,67 0,4m V7463 197.900 203*DD 94 -M-02 :23509. 11 7 750 P43 O�. 5344 0,13 Ji 1.750 135 1 02 .274087 0-800 130i00 197,00 203r00 h8i;u -a . 5 s., bo 1260-0 ..... .... ... %761) 53 4 0 m, 197 'on R03'rm' 0, 45609 237,56 7,160 1535.0 0,42 278jW. 13D',AO ',#)0 ?sb;oti 1. -4 .-1 01 f 130 191,0n Po-;t no '11)0 126,00 7 197 04. M .0 Es 83.61 530412 4. 385 42 4 05 100.64; F, it V I 7,780 .::. 136 136 00 00 .19T-6 -h. 536 e9, a, M435 .704S as 197.00 P.Waoc 0 isi. qq aso0q 7.790 5'364 63 11,34 P.95"aa '130 110 130-00 191,00 203 '00 R57,00 -251r,fo0 127,00 Oda.536 i 0 's.qb. I v 47 4, 0 '- a9t '6iol. Di 335 a00 goa9c.no:7;158 0 Beaoo 40: 00 .. I At j:, ;aj Z, V'. 777 OJFWSP OIK,:' dFC-411 CWSEL 58TA STViCL STCKL stdwi sngck EkOST- TOWN 7�n -7- '547 61 .09 0 .29�. 0 Aal Do 0 i '3399'27 "1? 1" 9 a •.1 %7,31 251,00 R151,000 2.9 3 9 0 0' 3 ....... .. .... 0 219,92 143,56 0. 295.00 399 :so 0. 339.33 195, 17 1 95,63 P� ?42v25 2 . P5 295o _0 329150 3ep, la5 338015 968,50 :4.5?D 55 4 '56- P21 9,17 :30 12 6 0 1 o 8.00 1113,40 147* 313 34? 1• 060f. V520. .59 4 6 240-: sio . . � ........ ........... '_,. . 4 Do -225, 40 129'b$. Ot • OO 313,SO. .... ..... . . . ... . , D. 34k915410 551A Ovis 140.59 240.50 240 j50 3Gd nn 313,110 380'5e 342,07 102.37 -------- -- 'all zo a 9 s5v sst.w' 359.i5p Ila O.g 343 92 227 i 4 1;; 556,30 Oo 7 0 371666. .242d5 329 346: ;1A n.382.25. 60 104 o3s ........... 195 OF -ERRQR$ 12000- PRQFILEi:-- 1. CRITICAL DEP-TH. ASSUMED CAUTION SECNQw 1? 000 PRttF [(.E.- p CRITICAL OEPIK ASSUMEJ) C A LIT Igm SEChiOz ig:000 PNUFI,LE= -R "IVIMWN' SPECIFIC E;vERGY . ..... .... SECw.uz 11b.500 PROFj"=.j - HYDRA CAO-Tio SF-cNOZ 16.500 PRIDPILEM 2 N.V1lRAQGJC. JUfjP 6'a. CAUTIN, SEC-'%n= 19,90t", PROFILEw I !4YORA1ILIC JFV�!R 0,6. CAUTIO.,; SEVJO.1. 19,900 F'R11Fj1.6= 2 HYDRAULIC JUMP 1), ?'. r CAOTrW,' . HUN(,= 21,400 F&OFILEx I MYCIRAULIC 40AP D,5, CAI)T ILI'l SECNkj= 21,400 ?kCIFILEZ P IV DRA140 C Jump 1),3, CAO 10-'j S:C 10jr 24..40(p PRIIFTLEZ I CRItIr'Al, OF.111H ASS IMIED CAj) t f ZJ,4 AEC:_jfj= 24;400 PRO IL02 1 NINTIMUM SPELIFIC E^;ERGY 41 SECNQ:e0,4014 C'W Ioi4 sfr-.40 24.go0 f'fQIf:1s'Ev 2 rNERr'y 2.4.606. '_P_qdf'X L EN -.1 - KYONA�ULIC jUmP'1qq.. C AQ T I Ll SEC,40:: R4,600 PROFtLEX I MINIHIlit IS'PECIFIC f_E.'J[;y 4P. Ca uTI nh. SEC-41-_ 24,600 P.R')FIL.Fz 2.. HYORAIJ(,G ;Iki!'P 0,.%,13 ber'.0Z au,bE-r RhUF I LEg LN %CjT_ E,%I)w am Anmom 3.000 `L ROFILtc. 1. 11k,31 16kL. DFPTH AMOCO -CAJT.10ri... 4EC10r, .3.000 ... ?.kI3FALr=.-..j 4AUE. 441k1' OM bi. SpEcgl'C_ ENERGY. . . ..... .41 C A UT 16 k 5m4s- 3.000 PROFILE -A 1 20 t4l.4G5 ATTF4TED T(', u��LAkCE ASEL J 9EC9."= 3,w. PRcF%E=-2* OMICAL DEPTS ASSUMED L -UT 1jwj_ w-K! fk Ia.2 si P-rcrJOAVLE 41lNKJjK t-3F�CIF.j.0 -E&EFtsy---- 0 Y. 6F.Ch-162. 3,000 '�ROF ME= a 2P ALi ATTEMP-MED TO OKAIKE h,W� s 91 tu\A _.T. K. ASS u ED .... ..... . - -- --- ...... ......... :`CAUTION SECNOr 4.009 PROFILF-S I HINIMUO SPECIPIr. FN E:RGY CAUTiniN seq-mv,: 48000 PROFILE- P CNITICAL.nEPT11 k3SWEID AJjLf.1 D& . . "S Ectluo. 4 4 OPA, RR 10.1 L f. -a- 3PECIF-ic-E.14ERry .4.5210 I HYRAULIC JOP 0�80, _j Uk%,F.L _v , S A:UftAI4 kv lir .3 r,uuy K.'1116coo. i-I a -Sob plito L-90 14 �4p C'T Ic., N CA U I 1041 SEMI s a r. 61c. 00orTLEP. I CRITICAL DEPTHASU1460,', StCNOS 5,4010 PROFILED I '41141NUW j'pE4jf !C ENERGY .4 A o t rN AECK04 1, 14 0 ul P.Aff tLLS I. UITICALlVEPIM MED. P IPFCIFIC 'iAUTI�l!• SECP404 U00 ENERGY -MoNULIC-ijuhip -Orb# . ......... .......... CAUTIGN .38tjDa Saboo jle*(jF.It:t.x 2 hYONAULjC jill4p CA0 a k P40FILE0 2 .'qdE,, MtJmtkU BASE*)- PROFIJAM ? 20 ?QIALS'ATTFf4PTLl)JU BALANCE, WdEl. A55 .1 U EA ...... 9,00I10 0 PRJUN I MINIt+UN SPECIFIC ENERGY 4,4100 ;N(lo ILES, a cHlyiCAL DW)i ASSIMED 4,000 OROFILEN R', 4.UM'�i?4 SPECIFIC E*FH" rl V, CRITICAL DEPT4 1It _rAUT-IDS .69CM)Jx 4i$10 .PWII.Cv I' :oINIMUM.SFECIFIC ENERGY. DEPTH 4854MED pi,,j I�F n I 04Q1Nu m WIT 10.4- ,i C I,AHLF m 1 N C AUT I gisao P40F 10 is I dd NIALS ATTE!4PTE0l.TA )IIALAWN" 0M. .0 C&UTIP ig.11ollp! 9,520 11 "unflivs .? CqvrlcgL 0.EPT.m A330MED .,_CAWX¢iJ.1.NI cAmTva'-r4 WO 0; 1 L V I P Plil TOJAJ.5 WFAP7ti) TO 0 AL A NICE MI. C AV, 540. PHOF102 I Alslk. Absuhktf d0eu On, 114 QtFf, L C A OT 10., ;1 KC I 12 9#5joc, 04 0.14 k it 1 20 MALS ATTEMPT0 TO MANCE, WQE io CAUVIUP, WNOU Qq91.0 PROFILES 2 03EL ASSUMKO AASEI) UN m tN 16IFF NROFILF9 2.. 20 T R J A L a ..A T.1 EMP T L U.—T 0'.0 AL A N Cr. a . . ........ . ........... .. .. ..... . .... ... .. . ... 0 "M ---PL4409AI A-ut, 100RE9.- C REEK.- A 00 -YE AR,10, .. ..... . . . . .. ............ ........ I. ...... .. .'Will 411RF.Afm EI.EVA-TIGN .. .... . 1 . ... ... ..................... I ...... BTAI I ON WIDTH SECTION MEAN W ! 1`14 WITHOUT' MPERUNCE (FT) Ank VELOCITY."FLOOON0 FLOODOV t, jx.. cf. 1132. % love LA -qs-- 11;0 ..... ..... . . ..... .... . ..... 321 09 321 at ;u I a G600 16:1 208t; 5 C _4' 32LI 9 12f I ova 00 '324.1 323 -4- �O 7 M .3 7,00 : C,32 0 0 , m . M. -. 1. .. .. . . a 3age - . . . .1 . . . .. . . 1 1 . ... '. - . . I . '—A I-, , ............. -:3 . 'edo- I °l 064 3a4,1 3 34900 1060 1092,. 30.7 326111 329 0,3.. 1101.0 347 jR U669 3" eaa ....... loloo 314 .2934, ro 6 50200 140.6 1564" a '1334 9 It I I ode1-0:4 3 35 1. as, - ------ - ... ........ K, 4toc .:i 93, 1036, 1009 335:9 .335.4 Dos 61000 426* $146, t16 13811 t37,7 0,4 114-5. 949.. "339j7." ""339 4 . 003 7 500' Ijav, 100.7:1. 1 t.ia 347 4-4 34700 00 7-- 4 06 1701 - 1719, .6'3 . 351* 9 39201 0$1 US ...... ... z-1 9,4 4, 3 ..... ■9,100 197. el P? Sol. 354,8 354'SL 013. 9 . ?o 0 Ila,. Im, 7 *a 354,6 154'5 4,3 0 L ..... . 7 11, -]S4 , q 0.a-3 � ....... 7 ... .... . 90900 163■ 1674, - k, 5* 355' G-J 00 -3 '-j PY4 51 7 11-1 w 165a, 841A., las? 11497 ..Do 13,00n 125,3 311 V 2 0 I L%�) C� 17L1" 6 .6,9 U.0 ....... A I I if.000 163, 1 (faq -9#4 t-7 6 377-97 0-4 1M,000 15666 6*4 371 J' 379*4 Q,,4 16.126 7 919, 1111 319 08: 379'4 Did 'Al 6, 1 Ilk) I.(* 379.a 379,4 0'a -I.b, I so I V6 "-?.245 4#5 Fe 38201 00 16;210 3780 A . . 348 39306 3 A 3 i*-�� Dot .16000 519' 4478, L a03 36 35400 :0 0 3 ...... 00, 457.00.,.L, a 364,5 —3114 16a1500 409 3303t 301 564.9 384;2 0:3 1. 1 .. . ... . 16,700 j OP.' , 2566, 3,9 384,5 Z014 02 0,3 ...Ab 19.60 3341'. 3?56 , 301 JSha I .3e6 10 011 17,0()0h4q, 4LJ�390 1,$, 30604, 't '60000 J*3j 'j,j 6? 3bh Q'6 DO '3()4_ 209f, L -313 3.9 1 106 981, 7,0 391.5 39111 0,4 940 Btis 391 h .391 11 DOS 98'.. Jobs, 6,5 393,b 393,6 0', a 7 . ....... .416, 21360 109 $94 1 744,6 a adisoro 4 1 I's 3 91:5 0 r , : ola` , � w - 4 I : I � . 1.1 11 . . aJ: w 1.1�1. ♦ ", N A Al. A.aQQAM A.1 .... ...... - rT rk SURE ...... ... .. ATA Tj LIN. WIDTH SEC T I EAN IN ITH.. W I THOUI 10 If FERE W 4id Z-V al Olt N AREA YEW-I'TY 'Ft.DOOVj'Ay FLqCPWIY —7. - - A? a I' i ej0-1viL :mi TJI 044A Olt . . . , ' A 11401) 9 no Is... T... 9'. Aj ...... 4' . .... .... . 00 AIZ' 10 306- 439L5 934.4 Vp- ---- ----------- ... ..... ............ 19d, 4 G ga (3 u 31, 442 4 --------- D ik 03 . 4' 0.5 404. VA. 3r A. 4f 25 000 62 OtO ;:4 iS 9 AA T75 3.5 3 43 4 L44E,..) '10 ..j I !T '.R -4 6 r 6,6 0.6200 41611' 9 bo I .31 P, 911 —A i.1 --- 44 66 0- .. ......... a 8 R1. .. ....... . a 2, As'S"'- S rp bb .. . ... I -0300 97. 41309 -416 475. 95. 66 4 9.. 6.1 7 i. -P'6 0 O'JI 'p '0. 1 JAY ..... . .... ........... . . 95W 46"7-�' 2 1464 M a Aso 54, 1i iipq 5" 4 9 2 .;",1 0 4-M. . .. ....... ... .. .... 3 to Selo :39 77 Yi 5 6011 20.40 -9 9 56, 441 9 4 tJ. .... 041— . Sag ..0. F- :tpaa. —k f; � ` r : IT1 < I.At� >13�iA�4n4�a�x 1as-ttN s 3 .ems.._ - •. r -4 r • _ � _ •:aT-' __ __ �%� �i a7i t,Fi•�,F ri: .111 i.: o.f--:'l7' L -0 rl F i , n' - , a --, r'� f �L'-Jaxwlrww.V �L`i10 AY ...rr.iwo, - -� �A-'[:�q&�11RPi10��H�:a�101Y+wr�..:�a� 'aL ..._ 3�._t�.__ •:_._n.—.._._—...� ...,.:. :. __ ....i..._ r... \t ..0 WIDTH 4EC ON REAM WITH :" ;;. HITHOUI `I DIFFCRENCE'. (F�) OFI �EL00 'Y F404DwAY FL001)HAY ;t 0 lair, t71 ` . It - !��40 J�Q�. bl 5�3 53�7f4 ` S 7�1 rf s0a ti �4 j /y! Q t 1i�. ', r- r."-1-7 t�;+.1.:J-1;Q��'..: 'i �g� .s.�,�.--n .�t��71_ry—��' .�{a.: _..:{ij 4t �--1�'-.._.___..=. ..,L�.,u4 ..�.—irf_.>• - 1�_. r .na..'.' 1t-,___ _L J�. �, jQ4.7..5 I'�1 ' • i a er , r / +' 7.76a'. S,�ii.... 11i1A, rl.:3.y'a,9, . 74r7i►0..- 5�, .. l , 3va r 53h, - S3.:'! P 2+ _ _ i' t. tct at .`, he as`_...7 p.. l...i.. ..�Y�L __• it ,510 , 't Ib'I. Rii 5Sd�i: 5F..B s=r0g1 !t {,l 4A520 .. IOx�. i4�t 5;g 554,E. 55�',b 0,c� 1 't r ...ti_ >-x -- Q,,• _L4Z�..__ T6,,-. _..arV -SSA�N�, tSy�.,... ..>t{ �i.l. �� +-•4•r .._.,.. 1... ...:..._ _. _L_ -_.-_. .. ._..._. .. ..-.._,. ,{L_.___...._ ..ice: ... ,� _ .._i. ._—.. _.—_ .il� -rl i� llb-_C y 1: i. Y, - r 1• r y t4i1 1 i ,, _ 1 • K ' u- Ill ff �_��_. ... cti- _. _ 1 Il_• — � - � � � �I;SF 4 t. fs'� ,_ i''l.. It _;r��, �... ear u. n a 8 In ILI ..- ilk h �'i �M1 -r - !� - v _�,r 5 a� • 1 try ' E •� - (eft ,� •r ,a rlI- : P/ , � . ,. ! , � - •F 1i: _. ,_ r ` . �c �- . ...... ."''......... . I. � i§Z, "MA, U q!,yw. -Ag�PT.Mm n gE OK P yc*:, 1"V 14r, JA qr- #*A It W -Y, FT Y It 0�; 5� ot.; $00, YeAR. 011w T"s .1 IDREOK IM 141 V; v WSFL P a 3Y ot ------- JKNI 4 (T. ACE.. r. on" . — ------ ---- ow. -4 000 - 9�p.ov :43ionO Ne 0, 0 .500 QT 00 1.400 '00012200.000.0, 4 4 JL . � 0 117 '.%;% .0 0 o A. V (10 ol- '_3 04.3 00 96 0 00 101000 296.600 I.M4000. M 000 voo 11.1 A06, R7 8.0 60, - 330.60 3 10 '9:�O '182 V0:000 0 900 386 334"906 398 06 ... ........ . ............. . pl 66 0.00 A"i 00 nit., bam, msudjb`,? l, jib 0 i,x t JK 60 ga 0 305,100- 3 oli. 1"6011 , , 0 . . 8 0.2 �.Xco io 0.''. Q cw. _101:, via 3( 6 .308" 6oc 1 0 aw 576- (160 30t4800% 6 1 7:1-�000 . 0, D:: S' % 332 _7PQ 760 Q'_ 000 00 336 000 340-000 61q .4D7 A4,04D -.517 060 I.0 6806000 5 0 ItX9 0 50,000 5.0.600 .."o AMA 0 rz:ji GR .. 17' 7" �43 ...... 34.1 i'o 4.82, 33%7- nop., 0, 3 �-55,7 oo.0 A 19,00 0 wswv000 000 5;000 :,49SO.00 000_, !�ms.,-Soa Nob FR hp,fjou 0-,000 116 *600 0 318:0 $00, .64wo.,00h. 3 P, 3., o t) 6 q 0 o 0 R 3 2 6.600 ViS,600 332*700 760,, D 33's.two 'I�77. 7 96 i,66n -6 000 4 0 cf, 0 0 0- _44:, :7.0p Qp 6W 7 3j�9�:SPQD jr vi pis A? � 71a V4. J IL X2 m.9.04 53h 000 to X3 .00.0 io P 33 .00 *Ilk riot ta- __.i 000-_-, �rzo goo P AA 4, V "006, ., 0 . ; .. I L &7" 61W �o noo44a enns n . !. .4_4 I�)'tRflO 3Q3�O:p,O 594,ROtl 3911`i 041 9AS:Op'p: ;300f1,@OA : u 661f �4G: '3D,4i 4 ', ":1�1.1. QT1R : t �' •,' • i Q DR: 31� 066 4 46 00R lli,*Ut b7S�00ii 318's bD , 66R,,lG•00 33'3i_ b0 6911.�Q{10' 38E',7,00 ' ` - ;�$A',000 ' tl}i' 3Eh;600 fbS,0i➢0 332T00 160;p00. 33'6�000 7r7i00U 3g0,0Uk "7.9O.gO`k 0.,. ►1L O.. 0. 0: 0,1D0 0,300 0, 0, 0., 0, 0"i X' a 600 ..._._4'A16k.,.79?.0i8y400.. .: .4225;�O0p0.D;.....`:.33$1G..o960D-.:.a....._3ti4141,10000�q1.- -- 3O17d0 ,080000:... ..01'0br0:,„ g O z9510q 0Y900 a.A.bgO E0051003516aCgsErphO ,0 A:w2D`0_R ' pI . rR 3?.00u $36.000 3D6,d0n 552,000 31S,doo $5700 321,40n 336p(0_ ....... .."ya' �) 60D"00 ' ht GN 34.3,OGn 625,D00 U, o, 0. O, 0t 0. ..�6i1,10n...._9aS{;,iDG-1165D,1±1.rf 2G25O,1)00 1165O,ODU 0j A 00D 19,0.1D ll'60�600 12!(1.000 1e115r00n _•:j2Rj�.000 ... I?7.5,Og0 :...0.+ 0. r, .. itl..... Gd 344,)oo 241,040 Ul 50n 446.Ono :420,600 W ,000 319,40D 50Q�O.6O 316,80D rl 5'13,000` ':11, 1 ,.31b,nno 657,r1S8D. I1h,80D 11'1O,DDn 3t5;600-116(ronoG 5b6,100I1b` ono 305,70n 31�7�000 .s ffi eR iC.T,4(fD F1NOti-0O1)- i16,SOu !2$o,00U: •••3' ,Q(!0 1ksa ow.. 31i+.9DD P$G,{)UD 3IO,laQ 1•E94,,Qo0...... . a GA S1h.01) 13t18.001 S19,hD{1. 1391.700 :3 .800 '1(34,600 .336,000 I466,000 0+ 0, { ��'. _ .f_ a.GL 5t .. .-... .-..L � _�,_.: I y.-.,. .. - ..., • . i .. r _ _1........., _... _ e.. __.__.:_..., ... -- --... _._ .._ _ ,.. _. .. . .. _ .-._.�141 00 9;000 61n,nOn 704,000 425,(100• 025.000 $25,000 0.. •f3,OD0 344.t)0q 2D0,0011 339,DOD . 362,00!T 327,600 ^. SO?.Oily ;i?.ti,8G0 61D,+U00 313;200 62b1�ODU �'.-.yh,..;:•,.:.,.3.1sy. t?qq- - b44,300-_.._Sb2�900......67,11.�0p11........sZb.100. .:'....7.041-1000.. .._::;•34a 60V. in 2 OD : ! ' w IC;.._-_: ' h3_•,�LOk --..: ... --Gy^� _ �.... �.a. ..�. ... ..,.. b,, ,.•.. . ; -�+�5 GDD ...... _ .... __..._.-._,._ _ , ........._.� _ _ „ .l.Ej ...__` ____•• .__...�..__� _ _ ...p, ....... U,.. D,-. r, `a2S,{100..-....g2$rO40........2t1.5.000---.....0.�.. , .. 1�p00- -. 01.. .- - -- - 22,5,R6i1......,•i.__p., x 6-fG0,0Oil :11300,000 IgskO n o o ;11300;000 D. D, 0. C[' co XI_ S.Di)n 14,00b, 533;000 62O'r.0.0O 15:g.000 8515,ODO, 1515,OOn 353;6tl,0 11,40000.. 336,606 223•,0.00 332,800 330.600- ,328ADD 3S0�000 327� -00' 500,OOp 1 � i?1tw-, -J? 000: ._ :5 5.000.._. _ �.1.8.4.ApO _:$53�0.04' 1-'3Ui:2d0-----:57,t1.AI - Silla 00.:.... ...188.' 06 .._':.3344p0. ;._:62Ua90b,.:: :: a :•. 343,i,110 •.. 662,0On SAS;yon 6D6,UOlf 0, 0. 0, 0, 00 µ; t C�800 v:•.. S.ICO qx) 46o,00D S20,00. 556,Goo 55 •.000 S54y OO 0, 0, _350.n00 ..• ?.111 " ;-_--`34.5;ODD. 12:U00 34o,nOn..:.. _ 21;60n=33Sfi!d}0 • 71�a'DQp. _.334*008. .. ..200,000-, j( i .__ _ .._ 1 GQ 3?S,dsJ Wv:AOO 32n.6DD 470.k10D 3?D,?Dry 490,1•O6 '1?0,6Un 510,000 325.000 520,poo u GR 3D,6�P 53o .1)b 335,rann 54n;gn0 344,000 � 960,00n. 345.nbn 6(1n,nOC 3SU,DOU 954.6 � :.2Oa. 2.a o1)O 401900E S4q,099 „ 5!1,4Op so,ono 50,000 0, D. ;3, ray....... n. rye.. 0�. ._ - ........-9t- .341T.•100- 346= anni ,Qt :;� r.'GR 350.,E^) ' 0'.t• (41.,000. 12.000 34o.00o 20,00n #35.nuo 70,000 330,0'Oo 200•,000 GR 326,0A`I 399,iA00 341:300 400,0b(+ 326,00D 401,�000 . :325,Ono 460,000 320.600 4704000 3F0,60D 410,COD 3?5.<<Or1 ..., ..5 t z b1i- 320,;idU........_rt90,1)O!7.. .21�,.04.0 ...3?Is,IOO t n1000 535, Jk S19,40gft.. _ . %GR 341, 01? 5404' 00 33S,10n 5!i1'.110n• �44b,00D 580;b00 345.000 (;0�000 -14 � 04 9�j0,Gfl9 I11 SO I.S'1G ?,9pq 0. 330oo 6,000 ,.,' .1T1f+.onn '•.A2.59D 320.66o,f-. 320,D00 M1 3,w 19. 00!+ 3p0,)nn 45r".,nOO 1nH2OC(1 10$, 011 i, 108.004 0, D, 0, i{5 •' 341,200 .s4T,DQ;l O'. 0,.. 0�_ ......_ r ifj 1.0.000 0, 0,.,:.. t7 .: �. (i r. Qr• D. 347, 100 346 i0)'' 0.7 12.,00Q1i 350,000 ' 35k,ff0U 350:pg0'_ -4(16;ao0 3ga;5iaa 34.8,sm) 500�r0o 341: 3p�•+, '3N1�300.. , is _ __5na 0-- ?u7:.iAD.�.__ 3a1 344----SAR p00 - - b4,'..100 _::$a 3 0� - 6�4 Boa:.._•-:_..._._...: ��+ 3e1.1.3An...... - . . t r o�� 1-. ,p, OT 347:006341,360 635:AOo 3! h',r. O '341.300 653,000 34b,900. 346,900 7DD,400 34 ado... i1'i� et van vnn enn nnn TnL ".nn 11 tR 7PA Of1n_nnn x4i_Y1^.21 i47.DG0 D. U'� D,. OR '. ;'..�3$.P'00 38t,00Ci, 33 .OQO ;� is0 QOtl "• .; 3}t�',0b0 � O,tl`OQ'il , ,.3�`i r9UQ i�. , i . • 0 !, a; •' � ,,: :@R 32$,000 . 4 0y000 SZS'OQO Z5.b00 330:(�00 4�0,000 "S3$,000 a42,hA0 37,9,900' qb{i00.0:, ``� Gil 3g7:090 4S2 000 340,1)0n ��53in00 ,345.000 4b4,000 350.000 471p000 00J_...-:4bo,000 ;i 140,OOG 5�aU00, SQ.30P.: 5p�nt10- Pt:,. 411 359.D0c _0. �k'S,n00 " l ';ot 0 3a0': O,P 55;000:, '335eo00 55;0�'0 335.AA0 7`v v n0 8f!Ps or, ;i:, 379..;)n0 .•3.{t?1 00 39Q,ilCr(} 3i? sp,00 400.000 3E1' 600 kitr~'i,b00 .-_._..,. ua .a *a• 3...:> :32.npR.ti.....,.u23.. ?Gn.__ 33n,.dnM1.. _..:.: '.anO.;Dnh.... 3 i• aAQd .t10d— - .. ¢g0, Do0 �OorJ ...'...:.7a8.A00 ... U 3.000.- rs .... ca a ) 47.7 400 4 D .-....;cn, .. D, :'0, 'n♦ � n• Q• r Gk^ 35..' Oil 0` O.:too ti,300 . , 0, ` (i, 0. 0• r. to +.` E xt �,o0i) 1'S.aOm T42,OA0 $08.�OD0 1,44f,00i! 146.e009' 196,000 ' 3.33. A " 'OQO ..:....3.�.. Z4.0 ,:.._�.''1.yS'i•000�-,__. ..3•�8-.bD2 ,..� r)37$•r000. 300' .SQOiOAb........ � i Ga 329.isE10' )$500040 li. A. iI�O n �18 .0 722.hD(. .000 . - b h69 tn., 3330 6?8 000 35?,600 ....... ..Ga 23,OD0 904.G4 0 t 460.3157b7,rOROObn_• .,._...1,$$b3p4. .,01fAn. bA... .•.._-1' tlRi}On- -. 3a0 00 - a00aR41460011 %)O U4 ..........MISv 3A,4361:7A0 6N 344.OD0 351.00D —; I . •[' qi �,- 0, gnnD.00p , ._'�4b'9!��Bw�fE7OOOnQpb¢ 0 SD3324350Rn'. !D^. X1" iq.DPQ ADD zaQ ;81 &i 3b1.9A 200An '5500 AD 66'to0.. ,OP0 '._.... 33400.0-.:_._ _0•n3_ o-34-000--_- 340.84'60.00n 10900.600 10!nA:1,000 1090.0 i0C0 ' _ .. .. i >il s;�d00 11.D00 . 259,G'An 101;�(JD 625a60n ,625,O0Q i'5,300 Ga 4ii� 362.h00 . 20).O.O.i - 3a1.9nG 35�,boo 334,400 259,000 �35,3Ot3 264,OQ0 334:300 22 � 0 _ ' ir.3r4 n _ - ••341�t1UD l.7,.7.RR 400,O0A...: ..35K Dan >f•. .i� a;,.lnn.. . 3al,nOq 0 . ' [rp' n 04 0 1 fop.. _, ... Q f x1 9.ap0 13,DOn 4R7,DUh 981,000 115G.00n 1150a00iti15A,000:' r'0• i45l70n ". • G4 r 879, •:10 SP1,000•, 410,00^ 346,700 n77,000 NOD 606.000 - 33a.00Q ^: 97oy9Q0; 3a3.@G:! 98-T:;666 r it �..._ t:14...._..3q'9..000_. .:. 92.7.,.OGO_.. _ . s39;h00 .94h,000 336,900 ...,r 99�.,[i$0. G4 396,(J00 t0?.3.Onn 351,AO0 1094,006 319;4(In 1Z20,nD0 ,. 0 0. aF .. ... :. .. .. .. .. .. .... .... . x1 90100 13,nor; 927`;n00 9B'l,don bn.nu0 6n,0oo. 60,000 0. 0,. 4►e ' OR' SR1e000 410gQO(+ 366,700 497',000 357;40.0 6At1,0n0' 355,000 7N'3aQ0o 3(Jh,700 $75:040. ! !. .6R.. 345';liDO. 927..diJ^_.. _ .338:,ZOn' .. Q46.000 336.9G0.. 459;'10._ tx8,.1.b" 91?:qOR' b4l;.B00.' 09870;Ot10'._ i4 S•+g.nl!J i')23.nnr+ SS1.Rc1S lnN(4rnn0 379.u(lq 1 :2G.000 n, 0, ,. r 0 i r YI q,?ns; 13:0(sD 875,000 9Ht,tiOU 50,(i00' 5j,r)00 SG.QOO ;le ` ri fi00 _360,SOA _C, .......,N7S.D. )UX30._ 0, 0793 Ono 345,70o _'- Q ~ -` GR 3hi.anc+ 410,O:U 3hh,1;?t. C7i.:,fl!) 151.4Dn 600,DOt. 555, (.0 f, 959,400 33P,10(; 9•'.2,OQ0 ,t 340,800 980;000 b!r 345.+iit'i 9a.7,;)on i3r.,200 94h,00s 3i6.90D )OBS.00ti 351.fitir) IG64,0n0 379:400 Ian"0.00._.. d,........ A,......,. ,. a.. a• rrz l."4?G 2;9Co 0,' 48.s00 b'.U04- 15i46AdD ... ?.,1b0 334,OOQ 335:000 lrlty - 3n,nOD 30r00n 1P.000. . x1 gsh[_h 13,nG!; tti75,0)`ll y)s7.D(rD 44Sti.1+n x). 1Q.An .,�.•:__ ' - 35aQ"fF,•0 335a6.1,B8o D ?04,060 p1 370,000 0a 35Ab..4•:00 �i r` OT 261.000 =68.01C 358..000 31,2agOn _ :359.SQ0 35.a,500, 36�a,AP4•+ 36,t;5A0 3�6,9'0U• .96,000 861000.__..'36".J,900_.,_ JL90':?iOD=j8irabBil.a _.-38i•a60O rsf 3A1'_A00 410.D?0,' 36¢;',70D 477,000 357•.$0.0 60$:OOd .�55r':.' 183,R�D 345i70f} ' 819,OPQ _ . onn ogq.000 538, l.00 91k'f'bQ .. 3a'3,d00 98T wOQ9 OR j36B,Jn0 20,p09,. 3030000 390i000 50,000 50.000 V),000 P,0-0. q• ,r OR 146,npn 0, 174,�rjp 3b6,Po0 '356,000 11.0041 194,.006 364,o0P 3549000 100,000 zoo'000.4. 362,000 392.000 1pa,0o0 226,000 3609000 350,000 15 '000 :: a 0lR, 33M.3t10 364-looQ 000 339,400 803.Q00,.., 3YED0O '444-,000••-• 340 000 3r3r:0u {�. 34$r000- '--340',000 ;7tti05.Q04'.. _ Zpyy G-ND p• 0, 0, Qrl00 0630oj 39Q�1100 0' a 350';Odfi" 0, a22,p00 370 47 r.0aa A. f xt 1U,d00 ,0n4 3h1•000 417,046?"' 21C,000 21O,p0U 210a00ir 0, 0, 0• �. +"' ,S �4':, OR !1U Uaa . l4b,unu 9p 04 •V i14,gRR 354 too ,1 345,0an 113,OOb W 4000 J5b,907 ........:200,-0Oq _.,,....356,'100,...., 3750000 ;;a,.Snp ' 261.000 39.4,Ootl 353,4D0 339,400 f OR $10,n,1c 41.1 Do() l5A•;00 433,o0n .33?1a300 +31.b09 490y000'. Q A, 0, ;9q,000 UT 00 0]r.1%000 6106.600 lOtn0,000 �ew(1g,o00: 10100,Oao.-•• 0t p x1 ON 11•0'+'1 laS,(100 (4.9aV 9t9•')9r)' b'�0•nnt7 366,1t,U 702,OQU r :. yAt Clon '. • • 1b40.000,•L_1.64rti,000;....6690,Ii00... :.354 '�0 4;' # ;� g9'�,kOU 392•dOa ,...q., ..'.610iQDo p • 0::. 1 1 0M 303 0Un • b1i1,000 344,2VO b63,Op0 • 352•aUb';�.,:,.7O.Z�000i .- 3ab,6o,0 771� 00.. 3114,200 '. 3�;,�ktl0 6L4,Opu .. ~J (!w ..:;._gp...... Uk !94•,np0. ST3,•ior► ,,t'f •400 ,.. ..sy4.4p0 '.. 92S,o00 ..314000:�:.::.....:.d:$'3,•000=..:w.:.�35e,,.:..e141iR:-ir.::....:`.:y�.BIS.tlOrl.: ...:..'9S ,GO(+ '...:.................,......: 1000.000 n, 0, q, 1 01 p, '•• q, p, 0� [t 12•t,0u ln•q':rR 3.97,000r 4b0.On0 ta33,00 1a33,000 •.-;435,R00OK U 1pq•......411040 343,n00 1Y6,000 444 Don; - .,544,40P ,-AIR •soo , :460,00U• •p• ..4 3•20 417,00f� 39,400 ^ O1 U, a2if0,P(tG dtar,,r•nn lV.t<rt0,00n 180po0000 104008000 '17-o:'!no .....:857-„tOU 0, 0, 34a,lnb 0 572.PDn 0 7Vt) !J5 fin f ! OR 3r3.u++n r 64 l97,tlnff r,; 41' 14.gdU Op lB9,unu 0y: 11541 n110 :!g4fVU0 • 0 375,n440 400•nnn 24d,000 ,025,000 sbO;lOn 10dS•oOA:; ESaoanO' IO175.00U 3hn.iT00 0, 335.400 'n, l93,Sfi0 0. 354,000 I lby,00a 4.1t.nnp ...3y3,AU0 n, 371,0000 3yy,8or,.:...,.:3.9@:,000 .....Sb4.'10A..- 400.040 _:. 572,i2on.. ...:.461,000. _f o. 4,UD0 4U9,OOn 614.0i10 371,bon d36000 '.. !'11,606 47U,OOJ ?b6,nbn 443,000 A 49.];,p a,:,0t+ S69•L,On �;5u.000 cry l91•:)OV 443,000 3b9,B74 ?12,Ono 44 319•,n1)41 414,00U SA6,300 4300000 of ..nt . 1.4660aL)Qa .Ia00•u00 foto0,0oo - +11 ta,a,au ta.pf,9 _ 4so.ppo 394,r)41t 'JP •Out) 362.2o0 dN Ihhi:frrd 290000 361,000 ' Ok - .17T,OU4 .- y40�000_ .Sg5,St10 Nt J6,1 In . lq,g3(,. 11,00+) ... JR 39Ynt'OU 0, *479son OR !6140Un a6,AU0 36iiNon 04:.... 7?4,$Ad••.:,.)A7,045i-, .. 374,n00 r, tic 04 00 o. t34q;;hoo 134r1,ono .. 1341),uno' 3t+6.9,Otl 300,Oo0 361,YOp 369;t,'00 47n,000.. 304604 1.11•(1,t100 - - 116n,000•- 1760..911110 �3h9,301) 369,000' 35411,'000 f;4Oa,lAU (73nV,00a-..:'-10IN) .509;000 0. '. too _._p,,:,. 409,pD0 l57,9D0 430,nU4 3BO,OPO l97,290 391.n00 314,00(! ISon,110U Isdo,000- .13609004', o, 0, p, 129.Ono 37a,490 139,no0 377,�00 z16,000 36f'boo 231,000 r76'0.000 3611,200 2901000 361.800 101toDo 319120o 313,000 .... .........c..,.:....p, T,... .. as .52,000 0. - ..,. p• _.... 0. 1.006 37.0,4n9 6,000 3724200 63,000 371•,600 71,000 929000 191.n(;O; .. 36t.Su0 .:57.5,900'... '...2.10. 1U4.000 OW......... .363,900 sag ag00-....._ 114,(100 ..2111,400..._.__...i+}9.6,000. 1474,1Do _ leg Quo L1.3.001) - •.- 00600 O,a00 0• 00• 0, r3 fil .16'120' )Ii loam, 1J•000 J, 63,Q0(1 lsi•400 50.000 900000 80�AOU' Or ,. '1-•�N• •....:1{q�ynOU,....... NR Q, .:..:,-'31A•r0A0. ...:,...1•ppp..-_ • , r :. .��z,aOA ::..:;7.0',agb-...+,._ �.°+�?o�e.,,,.....f._�Ji•Zf80P:,._ ..__„ 3as,tloa y :by,A00 464000 3610E00 92,000 361.900 1040000 363,900 1140000 J748500 0, ... 0, 129,004 A.R. -ill V at —00 0 off 00 384000 30 .8,800 W1 Flo 13 60 800 , - .3 - 1 SO ,i 0 • 7' -.-.-30,4 -S950 'Sao 3734000 MAO 345,I)C0 ? I 'Clan t29.0ve Snow Sn.00n 5n,4on 01 Dke, 0000. $64000 9R90,00 36I-I 00i 1044000 114 0,0.0 374"SOO vubq..,l. 91 11001 ?Igiono 385000 2414000 '395i-.000- 8 T,'3 OR 17 a qor.k f37.000 31 41i a .3 7 4q 0 ViTs 9 0 0 110011 0,070. N41 .111500(joq 0,041 Mot. -.74o, 6.00... 4 s—'. . ...... POi 0 V.. 0, q 0, 6.1110 0 30 Do 00 ........... ...... .......... w, I I lot. I). a 6 6 3 s nob.'e, n 0 to 9,1 wf� 0 GIN '235,004 3 7 5•0 o 0 444,no0 310,000 4569ob 0 364.006 463,000 '464,500 8000, Uk 374'an iss.000 110o'no4 556 030 .0 'Xi 16'.4au 17,000. 44511no0 A7",040 S0.61m ...... ...... ... 4. at W3 1 0, 0. 00 of 316.,606 01 454000 305.04n 700001) ISO 09(i J I Y , o 150,nali 39J,00a I! a '1 0 0 0 31.5,000 —370,000 4474000- GH ItI5,00W 00 00A 365,orjej 1 1 465,000 MOW 4741000 375j500 5 1; go .6 coo 31A a 09 0 . Into -/u .0cle; 0• 00 0 a '* Q I . . ... .. 4,4 -4 0 2*900 d:. -000 :0SO :400 000 6 q 17,000 $!1 S c (I 418,000 VJOQW P 0, 0 0 cl.. off linno 31hobno SIT;o6on 0, 99 .- :.*. . 48 f0.4011 Do 0, 0, 06 1111 371 600 II 8 T o jo!) 01, 400,000: 41100000. '55,0000 390.0an T 1v I) 370 000 d. 74 4000 FJ •j 7A a 00 0, 04 off qw). 400. ()v OU6000 $90.400 JR51000• 96001) . 1 *000 040— So ob,rc 180400IS 240inr)n . 318000t) -386,(160 179.00P OR j63,00 4921ofto l63,000, qhi'nou i)400%) 47k,000-47 6, tmo 37 so s0b 3 1 A, fjU 160,0,ln 000'ri(lo It' 1 #00 01 0 D. vi 5 , o (j tj 9 h 1) o ri 49.0U,.) 494,00C. *N ih.63 1860f, %7� OR 4 0 0'. 4 q— It ;10 01D .540,000 1 a Diva aooftno 375o804 - 4 S 3,qb 0 a3?5.V b,to;40*. L6dbj---. k'05.Don lon,000 016,700 0 .......... ng, Ono 49009 490004 X3 10,00 06 Do 0.5a 2 0. 43j I JtI#90o. 0 13111000 . .......... .J._•.---- - 380,2oo a a's 0 .40040(lo -janiacc.r. .3stic 309,000 3836000 4550000 30,200 377,150 4800 377050 hP%:o00'0,!.- '.: - .,;, ..._.,I l _' F !2-., { '.'.•tt t,4 + *}U` x }}: � !�$ur,•4 !'i,r'��Y=�"• �r�a.+,, r� 7 n 1 +,QOU'. 158i'14p� 138�b0" 10. 0 - r, 3 �`�■'�1 119'.bOh S+F�( bAo , s�93 p '�- `- ,� r <� ' i �' '`!r_ GR 3981Q {er• 1 S■�40 380;90!?. 255 j'Q00. 37 f4700If 5d4 A00.. 36.Ir 100' 963 `4p0 3. GR 3b1;000,, 5,1,D00 3T8:9b0 53 ` 00 38d' 60a .. i+ e. • ' , �1 I �Eocoo s -q• T d �jj 4 • G•, , 98A:000 G04,6Aq 34.90 Oa0 0' ;: Od,Q- 7- s •it. I � .. f r l7 i1 �' F V'.- • ._,�fi.-qr--.._..N7 _ . _.:1� p•O O.SQ6 dry• :, ! 0 b.'. f .n .,. -_'1 ' 1 '� ,,f, . • � ��- f +� `d; 9.6k9 591;000 !?`E4.a40. 14T5 400 415•U00 1'a'�5 QOA. 0 }Y• i '•,. GQiIt5t`a 3B8w'UO 384•gA0 450',000 37.7,500 591 `ODi� • 4• " 0•..: a iot t1i:4 i- . 4. 12ldf5pq .. lu4 Oa 3$• 444 1b0' i•AD0 372.300 f�06,004 �? S..:A00 :`u.4 4q. `gCO9�QQQ {�•.1G 04 FO:f,A00 §, G Q7fl 6�a Go s`. �10e04S `' 6' T•pop '' O.c-.. _.., . . kM 77a 1 t e o-, A, l i t : l o,a74 . xh ��.As►n 7:ua4 x. x1 i 5Ydx0.A h07,OQ0' 8g5b�000 ilSb,p00.• 2aSo.�lOd Q, 44! ' . i�(�q�� R - .ds7QY0,dk3 r. -39p e 4 �'j�e. 4 88� { Y 4, ... OI' 4 _ r �, G; .S.PJ .� $00:--- �!jfR@4---'-s-3@Fr 40is-� -. _ , F bWtl �i5�Oe004 'P. -T{14• ;-LgUeO 0' to,� .31 sJ$i710. �04 •p�q.., .. 8§•.a: 4'.. ..,.57p�.000.. 9L`Q }� j e4 0 �'e300 �b '.Od4' 'P_-, I t bdi.,aa0 al•740'� 82k�Oflv „r: a 1lI■T00 3 :3,''38 0' 64 r i4ea► 3�#�ILN +''� �i09>`r440 7�fj4ADgw -9: ' �� ,. 00. f�{Ib. �eUtlO 39b�4001 -i00Q .I 0• 0'i . 0r- _�:a _..._. d Moo Q,aob o, 0 �.; 1A tll4. Dfl 1 0,fl0 Gt$,Q'L1Q �, 726�bQ0. 3b4,4QA 3 4 is' A - - �J,. ,2A.dQ0 30,3;600 g0Za004:47 �p0$.4,00 0� Qe 0,', 4y _ a Q4'.-:456eC fr16t00ii 37 �pOt� - 88hr40i); ;7.4r'S�?b - r` -0 4 !i mt 367,000 764,000. 400,foo 791,d00; oAb.aUO Bp@ OA4 k00' `r6 4. 31 a0 as •73 ,04_ �.:-�h r".. , 411,4�0 N70,AAr .............. 1I1 39.7,06 0• 4. �?. 0 040r 30r000p+ - }c3` 1ae,Q00 :0� 0 3 , 1,454 a,,t _.f1 � 9A . -�i9. 6 .. .,/ ._ � } 0 - �1 : 40a.9D0 591 0 � . i 4 ■nC i ►.�10A ��_...4d a0:a'_ r'{'rL- �41 l4,4Uo p• R, 4 _ 1, *j v 11 Aa 0, .: 4■' , it aa0 - 7_.._._.._Ti,`IO4 va.� p ;� r, 4 I x3' l0.DD4 1. 40 790.bOq. 34 ',�00 b• p, , J n, n' ..� - ....._.. ra.t111D 1i'9lA II4 ,� A, Ai 0� 4QOi9Q083R1:9 �� 0� t ,Q R33.i#dU :. FqJ tBAD: _540A04.--• s r 4JJIa .QA.iL _._6pp,DAD .... t {. 8T 67b,000 44,0.4p0 34.d',600 ; %04�QD0- 394,70A. 39A.'¢'OU 7�6,Q0� 398�5Q0 Aa,,Ao ' 1`$ B7 39$,'"p00 39S{OJO 9fl0:000 391.7.04 39y:•700 1004.41U0 34Ri200 #42,>!00 1:Q50;000' 394,so 5a0 _ } ' 87 32ArS0� 1i;}S.A�10---- g0arg9A QT. 0 .. jz,.a4_-04.:: 317:U.00J _ r91-0+OQA--.410.00A_ 0r- Oy;•• i, .q.•.... _ ,.. 25.A4.0aA' :48g000{� .6100,OOOr ,10490:004 c:5l04•:QOa;.': b . 3 e 0tt ". D, p, ON MG b 0• T 4, 1.5.000 35,=bD0- 15.44� 0; ~,_ Q, O,771 1 >�ly 24,5(Jit y'ieADA 344.00A 3�9•D00. 1650 an0-, ,;ltK�QsQd� 14'S0e0gC� pa' pe - O:Y�=--4J►■6bG'e 1':y000-=O�iba_ 2�1�OQd- rlg1604-ub4'f4(�R�._-=31�00 r OaL 4 3a0 #'O,jODd _ 3a4.,fb0` .33b;dO0 3A40oo 345,OOn 39^�.d07' ]600.00 4P.p;200' 433.600 ;0 t - ..__ i1!'0•+1UO2i0!`4b4 '35S `0'A': fr q If d a •0 19#°;A00 175.eQQ0 19grgtl0 Oy°- 0• 'y QRii�'- JBT�'46 E$#rAA4PA-- 3R#��40 35S�A00' _ �93J100 88�A 3y0�i.1L�R. ,d9.0 .0 rj t... rAQa+ #9b.g71f0."�3bbrOf�V--1•p1$''r'b�g�-4TOdG NH 5';OQC 0,070 f $6.rA0A'0. a•. :. .:b. p•h4.S 164;0g0 OiO70 lR7:4pD' 0,095• ' dO8g00C�_'. b bj.p .01 Is X dlgoo 9rAQo r,, 1e�yo41 aa9,oQp 17+'Q NSr004 l�•= j'�rA4A -- b(L�dAO w-91116 -1 F .1', '�3`� gy�pp••''.. +i{,PM. '` A 2.7.44D.•• . 39d.kop 249,p90:'. 39b 0- ?�1e4,AQ a�'000 "`�."+�p A Q��O J1 'f 4ES'e30p 3 .. SC+ A % �A OW��dKwvvIV Oil 000 , 0 0 D. 0 6,00 oe'l 0 p, 0 In 91L 700 i 7.6 Olin'- 3'92M '36 1 050 3,1 S 4.. 136.11. .00. .24 00 .M. C - u !1'- .1 1 .. . .... .1. ) . .' , , , ... 1: : X 19 .YOO-' 398 '500ti• 0 rV All "'L. if �U X, -OT I a'; D60 a 0 41 Ono 00 P'R' t'.7. 00 ... ... 400,000 ido 0' 0 .200 a . . ado On 00 000 403�700 10 7 0 '.RT. 1-3 040 -MO 806 -56 -.� NO XT 00 0-0. 6r o 00 job; 3 00.0 'q2i4'4'6 S1A. I W. r7w--' 417 63 boo,: 42-A -000 986,,�000 sp 6 , foe .0 463 5'* loo:' Son RI.0000 ..'.Dot 0 :5 1 0 .0 OA Nk i0oa 1.3 0♦300 0 0, .0 -e, 4.3 i ;41 -- -------- ... .. ..... XS do Xajoo to? LOPO MOOD' 12254000 ;'Wn. S4.00 .6.1. Q.. . -4 '406 8 9 13 4.1000 4 4010 0 0 Ono. '401- 3 .68 on a 413,06n 237 Ono Osegbo '2pwoo- A06:.oda, fiR'4 5.4, ou 0.1 V� on 113 el000 a op 0 6.4 0 20 li DR All ........ . ... ..... .. .... .. . . . ....... . .................... ..... ...... . ........ 00i c ;QO 600 tQiOQO ,!Oej,. l000 04. '1 0 iboo. - 441',600 . . ; 496 300 -4410,600 1 A �441 506 'o m V i6p to 0 4 . I . .. Ro 0 r.� 'Ag 6t.. -L:A4A A 64 41,1.500 vafoon 1#1710700 W'l eiloo 427000 303!;0*00 350 -'o" 60 44t 40o 360.000 60-1000. 451.000 377,000 D D. 041.000--.- 3600�'406 0 A 0.1 --- --- 0.-.-I SH-041a 000- 3600 0 616 . ..... 'boo. 1" L m.. \A oas, 000".- --------- 41 too ;10491 �6.60 t4tna 241tra no 1:30fibo-6 4 a,' 0 C, Pool. too. . ... ........... . ........... .o I. ............ ... wilou ....... �'ouo ,K . io Q V' 1.' 00 -a 0, Q4 r x w G 3 0 a lit: 0 It R S' :F q -600 boo ?A .00 .366 I ...... on 0 4 -6 m. lux , Nt. 0. 0 1 1.0 .00 I'A 3., . '60, 00 � -VT Mjiloo,:: L if , -1., ..-A. ! - , if 1 J, 7. - - , w . ..". th V - 0, : , ,, ...Z, ... r .. . - - . - •;j'ID 4 IX FA7 _0 '440 04, 60' Goo' a , 00 10.51 1; j! �" Mvr 74 4 ..... . ;,24 z OR --2p -400C 0 ON �7.0 0 00 .0 . ..... . 60 �1449 =0 :4 2 ea'd a 'I, , t . - .-I'. zdd. i Mor -50 0- 45, 41:rs:- I.; R! -------- -4.7.0. j 0. 30 01 Q81,760 7�.77� ---- — - -:771 -- ------ ----- ............ .... 0 76' 0 4 00, WOW POW. yf, 4 .450 On A do 000 . 20 -ioob 4aigisoo #49-500 .5 T. .200' Do 9.449,200 qqq.'�dd 8,50 el no 4 Ij 9 Jon 430,850 231 p4bi) 4IIi44970.0 idrion SO's Do ... ... ... ry 600 �:3saoo '441 '000 6.00 4 . 40 -0 000--: OR 6 0 2 . 43 63�000 4RO.600 ODD 649,606 278 000 250 ;as.bpo 9Qd -QaO -,44C ........ p t? Soo I a DO . ......... . —40,10 Ab .0, . .... ..... 0 ;02.400 . 109001D -.45200 31.1110 -:167,600 .0 130,66o 4�a 3 0! !154 000' 4 145,000 2oo 660 4 s 6" U00000 77- 0 ....... z AD 13. 10.000 d.. C- 7�- GR 453,000 of 0, 452000 • 100400 4-12.400 4 s 0150 0 Do -16T. 130 i6opl' 44p,boo OOD., 431-i'170 f 0.1-70 204 Dot, A36ro..64--- 0 - IS44,000, 3001 O.ADp ... .. ....... goo 766 A: OD a o od 00 �67 'nor, 200.009 xt 6,560 0 do 0 .. . ...... OF 1�000 4q2loso 453 v-,1*4'OQ -- -------- - -- 0, 0 — - ... .. ... .... ... .... 00 loo,600., .53i400 --4554-500-- -0 800 7- 453-i400 10 ma 0. 53 isoo A3 -5,00 .453.4 -10 no 44e:050 4 513 o Soo' mp.056, 200MOD Do. 453:1300 i-100i0ou 453,400 43209-0 16 b *.0. 09 a 200 453l;$OO. 300 -Do P 4ES4 , goo 400 Ono 0 joco . ....... .. 150 000 .2,10,000.- U ado' 6.00, .0 At 0 'S' 0 0 .0 I F 00 OR 4 '210-Me 45 '800 1154,900 0, 0 400,opo Of .:.Do oil. - N. 0,1001, Oo3DO 0, ...... ......... . . 00, JD v7 _Qo o6no - 4540660. n 267 000 S'd 461 got), m 1308-nnn -✓ -. ;. ;" .. .. , 0. . tj :a,, ;'I 3 -0 .0 137 00n -4340PO DO. GR 4314 .9oo 2259400. AU gon 238,00 to�.qeo Nc. 0 0 a 0 0 aso 000 M.000 'Is 5'.20o 00 0, ............. ... ...... .. 4 -'0 140 10,000 400006 225,400 SOAOO so 41 0 0 -io'Tno 04, 0' ......... ....... k� GR 457, ItM; 07.,00 1 Isjo0o ---Ov . ....... 1 452 800 137 DO'! 1401-V .1906000 rt UR 434 900 Me400 1131i'92-F) MAW h.454,901 236'.000 .451 006 250'Onn "MOI� �?%Ono 455,200 406.000 -4,70t). -..0.'.. '40.4 MOO. tias".006'.' I&S-000;- low ....... XP 01 455,300 0, 0, 01 X3 00-o. 01:U. op 0. 08 o' '400 '4.7 **200 1 QIA o 000 -AST I AD -.457,0,1110.... -200,000 - 456 .456,500. �25'40 91 AS54% qss-604 400,*000.- qS5 '�Oo, 455,3*00 .0 456,400 45(%,400 0 -45t. i-I on - �100-4000- -4q6... .. ..... '4-mi2b0j:,40 Gft i-00 435i26() 20li,600. A 35. Zg P 2 S. 4 0 n m.pbn 238,000 45n,000 243,000 U56000 291,P)o 455,400 Gk 4 0 0 . a 0 9 n. 0, (1, ... ..... . .. 250,000. 50.000 :.50,000 .50")00 0,33n Do w.1 on. 100,000 IA!ib i 601S. V-5, 000- 435 *Z64 GP 4 35d, 26 it 225,400 'A35'25:) P36.0m) 3, tmo 5 6 V ;I51,000 04 ai5'soc 40a'poo n:. ri . o , 0.1 ... , �.' . , - . (%* 0, C; 0 0,100 01. .29,000-337,001) 367.� 00 Sa?,OOO 561:t 006 -0,. Gq 467 0: 0". 462mIo0 8 DO ) 457,700 16,000GR 54'4P.48,dko 458,500 60,001 58,000 •:q((13,ot '100 74.60o 459,4C0 97.000 r,.R 121..000 457,900 136 000 .456. 1.00... I in ON 457,700 m 2004mr O5T0300 210.000 .1456,00n 2S0,000 uR s.4&6,400 332.00 446,00(1 3 37,VO?0.0 4134*1,000 347. 638*700 .3tST.rono 438,800 000 4416,000 3161:: 1 0*0 d6&,500.' 397 OOD'. Y1. .2 rjoo-. .--21.000. P2 L, 400 MoOo0. goo'nuo qo O*Ctoo . 0": - 0, 94 476,100 461,300 ... . : '24tooft qce0oo. as,000 462,800 35,000 Ib3,200 41,000. 463,300 S94otf 4654100, 1644000 460•W n boo Aba'son 462--.600 - --ZOO 9-040- GR 000. -,A 41'�p 00- - 201to0o. 444,PJ00 259,90 444,100 kbospoo 444,2.00 268000 444,800 i?691000 0 0 n Gk 450 140 P'M.Ooc 455,100 472 , 000 332,600 04 9'O00 a I 'j ono 890too0 I 1,46 ,000 1186.000 -0 It000 215 466400 -45a'500 237,000.,., asa, . sod. '266 Ono GR 451 e0o 273,000 464,80(1 290,000 47 9 0swo 48Q.500 380.g00 0, 0: RC 0. 04 0,0, 90000 231,0000 266j060 Sol-000 .56 60o 'qo.000 0 . a -.10-00130 . ........ Al 0 ..... ..... ...... . .660- 464: .11, . I .. ..... m .. ... ; GH 41400 200,000 4b9,000 215� 1 '000 4660600 ?252,000 452,S0U 231,0cotA 452#SOU 2680000 I rp 9 451i"() 97 i , 000 6 6, buo 2901000 419'00o '350,00o 46?,500 0 t 46. ad 0' .. .... .. Id WSJ 0.;. xe. of im-coo 4600,00 468080c 0:0 De .. .... 83 fOADD n . ev 41 IIA -6 .031 4 6 360 'boo 11.v OT A70,000 ATE 060 -4 - 500. 471 SOO 35NIODO'' 47,900 4 7 Cot 0 . do GR- 4bi,400 40 a 31 000 '200,00.00 969L,'000 k.iSr- -0 .4h6wO 0 R 00 bKoon OR 57-1200' 273;000 ;,g o o 290.000 479,000 25 56 ID 6 '0 4 to 2 4:02 388inoo 7-%; ''215 Ono, 2,90 0no .5-10 o o O)-o, p .0 64 ,b4,DO0 S50000 466960,aj?,.Roo 45?1 ia 51-4204o -4" evotGoo 2.4044o-179-gOn t OT of 1010,01m, 175o.000 M0,000 31340,000 mo,000 �61 0, WC 1). 1 0'. 0. 0, 01100. 01300 DO -01 of ---- ------------ ......11 110vo Goo 170,000 Q, x I .�?03.600 7 t 1!.j not) 7t 1 0 GW 44'4,SGo .0 .. .... 474,70ff Is 000 A 7.3 9 1.00- - 60' 'An-0vtor --49.1000- -47.0 000. 56 000 .. . ....... 0:. 5. OR 41i.o 100 6 if'. .4, o 0 A All 'boo 12:0130 471.900 84,000 471.600 96.090 al I :,5oo 100,000 OR abq,boo I I r 000 471 .801! 131,000 Ala,.Iqa 136,000 472,b00 148,000 472,200 lb00000 GR.. 471420 110,90Q 46 1-600j) 195,000 994-000:... 451.3,00 -20.J.,ond ....... 458,;!Go 461,n00 203,i)oo . 1160-ma0Q. 2119,00t) 4iI9,10 0 4?cyl 00. 04 of kl 3,3011 19,00" 1 C-51 . Do ri 207,00(o d69Ijoo 869 onno F)69 .0 0 -0. 330 .0, n 0 OR 11141 4011 P, 477 50C, j3,ono LIT? I ADD 151001ps 476, 1 on 30,000 418.100 4F,d000 sm 001- -47-6, 1 Dr... .74,0,00 .4 TO, TPO a4aoo .40.9 64.00- -118-000 47aC200 - - 12-7- 000- . 0 . OR, 4696101111 185.000 464.7i)o M.00O 46. 1 9 OVID 4.200 192wSoo .46Q e lot) 9 0 464, Too adoi000 OR Aib%aorl 202rp04 .14", 1 oo 207,000 4IP3,500' V2,06Q 499.00. P A 15 0 a 0 0, 0 utmboo 4-1 age. 0 ... ..... -0. .. ...... X1 3,4o0 1-.9 , u W,1 185,O00 2071000 !;o, 00(i - -50.009*� :--so-. Eton ..... .. 0 0 X3 10,000 of "D a , 0, , . : GR 1191.405 0. 471 1. Sov, 14 11) r) 47*10D s "d 0 d 7 8, -1 Cto 30 Oon 478,300 42,000 1 :000 -e:4t4.-oCM ;-t" 000- 474 Roo- -1210300. - - .418, 300 34'.-ObO. eab, im 79 411 a, .7,01�tt . GQ 449, 11)(! i83, Ofjo ILhi4 .'I l)(1 192,M0O mod,�Pon 192.500 atj�a* 100 199:500 46p:100 ?02.noc ir 200,00n 201,nn,o 403,500 2?2,000 091000 286000 , sa V, S 0 1.,100 0, 63.023 . ... .. .. 6850 464,10n --464,J00 i ;19,of)P 185,000 207-600. -va orm, 12,00:0 469,100 41 t), $Cat 0, D'i .2 of X3 of of 1170.500 1170,700 of ttT it), 3011 11 fl.000 47belitir) E9781801) 1iJ5,00tj 478.20t) 478,2o0 I cioq;oo 474,900 474,90(1 dio "'500 4h.500 185, Ono dp 50o 469 Jon 2ol,noil 41 o, I no gj(�90100 907,000 410,7()C 2a f's . 0 1' 4 a? 1. :21:1� 4 p o C. ni, 0 UT 00,70r; 000 41B*490 4.12,490, 246100 37 . . . 499,onll 0'. --j) ....... OR 447, 6-10 0, 417.900 13-noD 477,1-00 I5'000 478,1n0 .30,000 478,id0 42,000 r pq GR, 4 10 I)GO 54,000 416,1(10 14:006 t,74,100 84:000 478,A59 113,00-1 4715#no 187,000 165,000 -464,100 192, GIA, 464,290.- 19e,500-jj64&-100 200 465,or?) 202.6'*0 469,10V 2DI.000 061,900- 272,000 h99.rlu0 0 G, x 1 3,100 19 Q N)o 1(45.1Illn 201 oati 50 0 000 50,000 50.000 0 0 i 4ii, 0 GR It 917 'It 0 0 01 ". C? 13,000 477,100 15'(wo 0784I06 404000 4761100 42,000 •-GR Daow- 410 0 7.00'.. -P4.1000- -478,600 .4.1 A 'ono. OR 11169,100 1651000 It 6 A "11) o 192.001' u64,20 192,500 J116142-10c, t99'500 464*70D 200,000 OR 469,000 2V2,000, 4E9,100 207 .00 44e3 501) M;000 499,000 284,000 06.- . ....... .. 0000 4):-390. - -0 :a,.....,.... 25,0oc, 158#r,,.,00184- goo -I1-4-9wQ00 1-k-491049 - - i -0 v-. --0 Av . OR 101ta300Q. 4920'300 000 431.jG0 jF I;�DOO to $1000 111 g000 456i600 .-25-4600 OR 400 37g000 *B1,to21)0 9000 1844000 Salcoat -486,200 70,00,0 449.1300 35:0060 oil. ...... :489,300. 4009000. - ---444)-,j4Q- -- ---- 447,6600-.4000- .......... Gq 479.6o0 Lis"Doo 415,4f)o 7,65,000 475'e0o 166,000 - (47S.-sno MOW 917151400 1729000 - rR 081 Affin , lafiorlor% AIAA�Aqf) A;pn.nno aAf.AAO PAI-nnn 01-11111)(1 aq&-naft t544.000 .317 ADD his=, ' �.. %1 4.55,@j rs,. i• +n• `' 89i000'" .Sr` :ffi=1JA� +�'.::.,,- 167;tF00 ^•va.K:..r s.i " i;.7-�X i'si, Kti. -s•: 259400:' 61{i 0pao- ': iRr-':'i:� ►'i-,..' 61'P'. �.\.5•�,��<Y 1,?};•.�-_ ': r;('sV5 n •.L:iM frinicry , .. 6�1t• i)®.. .0.11 - �.-rry�:n.;, r.•�r,*'rs": �'jf `hnftr .s: .jfi +{-,agi .�; r,''� �. •0• ' 0 t,. aR 503,20ti 0� `' 499i600 : Ar000 496600 20.000 493.gp0.. t9•QON 1{9'�i0, 0 �6 iogp' 6ii -494.200 `79,000 g90';400 49,p00 494i80.0:. 101.000 494i000 ".113,000 r�92`;q00 .. 13040 .. ;•, 6R 494,1So0 13F.090 445,800 143;000 444.d00 17T,006 4939460 .1d7idoo. .. �; GROW- aitjod., • . ; ,4d0.000 -- a•ai.000- ._d7A•d00 . _...4a0,000--------- 47.4r800 %i1g444 -_-4T•9t440 aa4.400 a_- :47-9"0rl0o- ._334voo0..._._...-_: �G Crap rM"00�0rel•20G 23699q{d5.0on 504i5y00. -a55,OR01, 09 A. ONC 0O� 4111 X1 40S66 a5.000 aI1.00O 03b,.000 500000 50.000' 50.006 6. 909112 OI!'` k' L..:.Xi...' l0.000..... a..._.Q•.._..._.... _..09.. i', _tl..- C�-:--- Qr ------ -499,400.._.. fl OR "•c •54o934 ;2•o0o0._..:.1•01 ,.499,,60q 9.000 492i890 :.493,400 ..0 4$939.00001i7i-'•---• -.•.L..63.6@00 r�0O:g0._0.. -...:..:.... __. ." 44,00 113rktQ9i000 143100 i14 0000OR494,200 19.000i9sikr0 4L.000._494 b00•36 Q00498_. •__ �.. _ .�� 6R 4874000 ?1t.0oo 479,800 '220,n00 4791300 22'1;000 479,400 2tB.0U0 4790600 230.000 oil '45t•200 a31,000 ad2,bo0 2350000 483.S.00 236,000. 4990500 R53,000 9.04.5fi0 a5$•000 11,500..... '_. -woo - .. Q• d$.OQa... __._.-.._1.Qa0,.. - 1'88.Oop '.r.- -p. --... _ 6d,44 AU'-X%0m _ 4 0•..-- s. !�_,lXt2l- --•-- • a sea...•,..?......_�1aI•,OOa-.:_-..1b0ao—__��16aoG a�a ai6r0oa 0, 0,A00. '_.p•.�:'.-- - ._a,:.. -"p•.__.. -•--.__.._ ,1x..r00 490;200 441*400 0. 0• O4,'• �O• C:1 k3 1u,two 04 .04 0, 04 0. 491:900 491.900 M 07 6,000 ••:_:044,400-..4A4,400'-•...200.dG0•-.....__49$•500---._49,i•_S00_.._._.-a"1{-,a00•--..... 491_9900: .441 111'•On0 4914900 a;,`'M9Ci20.0 830,AOQ 441490A 49041OQ 236,000. 491.900 491',900 dT 493.900 493.900 300.00n 491.400 494400 @•. • ; ..:` 0• - 0',' 0• p• 0 L. Gq- 503 t00 ...:.._o. iO4,600..-. a',600.. ....449,J1 ' OR 444ra00 fV 7')0 494 "40n • 69 000 014.200 101.600 ' .494 ,000 113.006 492 400- t 3 0 64 494000 14,00))` 445,?n0 143.000 494;600 177.000 4.93,600 141,000 46j,400 211.,060 64 460.046. ala,ou 4144400 a?•0.00o 47A.YO'0-...,.......2d1.000...._-_..4.1•A•r4p0•-._....dad•00a--._..,A79r400.......•413a9000......._....__..... ....__.._._.___ OR a61,a0n ?31.000 4809800 235ro00 463'Soo Z36i000.. "499i500- as31000. saiesoo. as%:.000 ' w) 4,5VG a5.a00 lal,nfi9 255.000 5n.u0o ""50,000 `50.400 0, 0,857'.• �0. •. 4 S" aN ytrS,20n 0, 494,bp0 99000 492.ii00 20■000, 493;400 29,000 44430000 68,Ooo !. OR 494,20G 1f.UU0 �y4,40i= d9,UDu .: ..a94,2u0...,......10-1-.ODO.....__.__.U.9Y,A00-°a•.-_.t139000 ....-.N9a,400•_ _.._13Q�000_........ rq r44,n0a 1S6.nn0 495,70a 143,n0u u94,600 1T7,d00 49Neon L 141,0004424400 811R000r. OR a404000 $12.Oo0 479,e0n 4200004 479,500 221,000 479.1{00 .` 2281000 •41'9,800 830�000. 1 adl.d.0o Z31,0no . 4t d.6u0,. 231,000 .- 493.5W' $00,:..., :955100o HQ 0, 0, D,' 04100 0,300 0, 0, 0• .. OF oil X1 9.040, 26.000 220,000 GF 9.)40a01) 09 S02,n00 r•A 497•a00• 19,000 a91,000 Oft 491,800 16h.000 490,7nr GR 48),-00 ?119900 462,600 Ok 4e4.;ou k3A,OG`0 465.D00 X1 ._ i;i0p Da i2r,uuu 4C 0 130000 500000 0, 5a0,bOn .01$ion ti20,10r• 906,000 529,Soil P• 0• r1 Y•400 13.000 b9,600 41 109060 0.- u OR 53A-00r, 04. 5a0:600. �„-. OR 001.140 4ti10d 520.1'00 k•r ` pR pa4iaoo 26h;@oa sao,><110 N. \ " 231,000 bb.000' •66o000 66,400 01. 01 9,no0 a99,doA 20'000 g96•p.00 1A9;000 4.969000 60s000 b9.000_ - .497-0200_.__..:._103'-"";nQO ... 4A.1:,D00•----�113�4DO......:.w:.A9¢�400.__' . _1i0:000. _.:.:_.. ..: 143,000 497,600 177.900 4"96jon 181,000 485,990 111.4000 P7n O0n 482 Soo 221 O00 452 000 22b'000 448d00 230 006 Fic 3 ID VA tua,n00 ._ t.3L3.doo_.....3313.000._ �'.=1:;'t,I;000. 0_, _-2•.230.'Y .,.p'-•- 12.000 5200000 25.000 s19,00o 50000 S;r,sat) 69i60o ' Iv8,nO0 S20jhO0 132,000 520,600 1TO6000 y21.'L0 194,060 277.00+i SIa.300 . ,. 281.000............_ p•..,_.. pi n.,... '_, ..0..... 08600 00000 0.1 0, 0,5 0. 91.1on $0,000 $0,000 50.000 06 -00910 0. .01 0, 04 QM` 516104 516.000. ? 00 12.000 ..5200000' .:-00r0o0._.......•507r340,.. ...__4p,000._.. __.......,.._...... r . t08ro00 92006,00 ::'•:05�OD0..._..,..._5��1700Q........ l3Qio00 pp 17,gq4000 . :.Set :;p•;. ;77�@ao 53a.i�aa ,d41�D00 y' s�4 _` p =„R�,',�_.'�•'':.•. .' ;::•.•,..� ..1� All! Pf 0 OT .52 ;bo wy 69,600 .91.1Q0., 111*aa0 ST 519*2AO Stsiilaso 100006 laos 100 596 too 138,060 14 0 saoiboo 1_94044_ _15?, _kpo im, If 400-- 4kA-,AAqO- 0'5- - - ...... 1pi. ZN 0 St W3047 Ali i3oo ow. 210 1 O�_ *090 '74j"40 i 90, (PQ9, .507 6 tv 460 Ok) aball000 �U9,3pf) �277vOOO 5320300; U1,4000 06 04 Soo V 06. 12l;000 520 40 .519,100b tr0000 S0,000 JQ89,000 so 4 ._ioll000 Sao �O 000 -7 t.•P", J �iGR sol��344D- 9 OR 5R4t000 268,00Q- 5Z9,300 277,000 532;!�,�O 281j000 0i mc 04100 A A0 0, 0: Do 09 ....... .... ..... Ie . 4-1 99,poo 4490pi) 1040000 1,184000 141,4'al 60 0 J).� A. 6 FOOD :53 9 0 OR stm�iSte OR 729000 BOO 19*000 S11006 44o000 Soo 600' 41 ;dgO 069 .�94. 0'. 5DA",600, 99,000 S14:bno 104,000 590,300 1164000 510:5001 166 "1.0 0 0. 521,16W. A I I Do rPPp s000 .!owtboo ... ... 0 5MOA00 a 1, 000 54006 ..013:0,i-Vub st,40660 R,444dw• Ir•.77-577 an 06 60Q I xl i000 Zoom IS5.060 isall000 0506090 asooDoo 8504000 go... ..... . .. . ...... 120060. 0'',00 5 0 j.4 6 c 9, W 4 SO4.900. 650000 00000 p go doo 114'.000 00 4, go 00 174 Ppo 114 uj-�'Oqp 5 9 408-.400 00. 004_.. OR '5240soo abs2714000 0 4v Oqoo 271 4000 5240900 2959-000 u4ow 03 00 sag Too- A U POP' 923,600 363,000 380600 .. .. ...... A X1 TOM -150000 IS0.750 Uvs.li6 a911,040 aqj�`ipoc 491 ,r 74 0 OR -- 4ii,300-- - - '43 SaA l400.•..�. ,T.n 5alilloo 1579000 $11 Too IbO (10-0 517o700 160 000 451 c 3 j 0 Pt 17501.50 M530o 0 OR 1?5,500 M,400 S45:400 230:400 525,600 asr.:oro sullan ..kill■000 526,ezoo a -Sa4*3Q0 314m000 SaSsSoo 359t000: 540000o....'. ..3" 0007' 7.__ _' , I 7NC 0 Do -,' 0 04600 .0,600 ...... t�7 7,aRo 169000 15,047so I fS.11750 500000 50,000 soll000 0 �,Eollaos X3 10 4100 0 o; 01 0o. 0, 5250000 .01 4 OR 16700 .5260300 -43000- .328000 .545f 1W -544, ... gqomm. - - _190 7,516,; va 64 10790 1,57 0000 91"Ill700 I�QJOQO $17,700 .,164' 000 183 58*4 aoa OR 5000 a180400 9050400 R30"040q.,; lasiono 112:1000 5abopoo '0 A41-10O.- 52t,100 ASO 0 V715 V, 1 $Soo alloo .14000 65 Do 16600(10 9;! MRVITT, �zv 4 Iff 83 3 ■ of- 18,000 moloo SO? 1p 400�k .0 0 0 eL 200 - OT 170000 531oy40 531,100 43,000 5184300 - 5240300 lowbb "y I 0 ST 1500000 5370100 S271100 .150;6000 '587 -.3 i4or/` tsoolso'. 527;400 527-4,400, 146'mo: BT $41 400,- 54�9.100 . ...... t-1-5jjo. Safi 400. 526-6,400� it ;R.4 'is 1.;140 0; 400, to ;:?..1Q _1:00 MA 0 i9 0 0 4 opt.;., 400, 4611 I'l 00 54, 11. . ail, 1, --- --- ------- . . , $08#300 43mOQD 524020g16 I 0 7i 0 o,Sa dood , .130,7$D.4. . : : 0 0: r U 'Rif a I'l 3-Ilyug !;Sao 0 ... .. 00. �310000 -13 41,900 -95 0400 so i000 9 .000 555,500�;� ;,'4 6 7— A"' jr L :1 *."1. rd m J . . . . . . . . . . . . L . P�Ntl % -660.' 304 boo .50io0o 4poo 50,00 6 9, sn' i i600 5,0 .6 0, .,:o -X% 104400 ON 551.300 551000 of Aks 00 I:_ .4 POO: 539530 "' -A46`QpQ ".4 OZ s to -13 Il ."10,90 9 T1 `000 , ::M1* 200 ;,_34 -*QQO'- , JR0 Saw. 9 0 4 14 IN 40 . 0'. -A 0 417NOW 0 0, .546,060 so.. j $io 6 4 ob 19N 346j 030 11T, 0 ow 14V 0 �j b I 4 to 00 00 -400 ON 1-0 Dow. 00 600 '551_,34)0 SS1,100 t 8,1 j"Jilool) - AiDoo 565t Soo. 561SN500 234 sst 3130 514300 . It - 4#00. _-_3fj4-jQOO - ZPT 1. .; A I.sS4 j L' _,34 '516 floo . -yjj-6.fpOO_ 6 - too Ili joo.. 46- too J3,54 , MO. h 4 j OAS' "Q'R Sf . I L S'Alob aso 00 5NIF , 100 so.1*01�0 $06 543,500 30$;660 139.su A 01i 6.00: '20 R S34 NQ00 538*j9dn 308.660 534�6qp "310. auq 539N520 `141409,0, 541 206 12imodo' 3 A w J4 I" w-504, .443 7AQ0- ------- 45-ijaw- -.4"loop- 4 0 ....... ... ..... xl. a _1 . 12 0 'a 3p. 1 Soo t',,700 P. 91550. 90 of 60,0 30 t_� 0 op a$ All ISO;Ooo 5644300 0 561,bOO 40 ou .2-5 00 ..... . . a-9 3 q4b 0 - 544 600-- .-fool .00 7 0110 5�3 qN Oo 0 60: !'348' 000 534 A0.0. 3161,40f) �539v 520 313,�OQO $4.4 1 kt - I . P. 0 'ODO 45 -100 _.jj2ql'5Ob'�./.J -oid'o.- .461 497.00 4,74 . S. .6 An BOP', s U i 0 6,00 _,O lag; 0 0, Do 04 ..7 U. q 4.1 -7----- _7 .4 C. ....... .. .. .... .. ........... . .... .... % - 00 Ilk 0 0 777. 77. S? tC . t ry fj 1 1 I 1 1 Q 1 I f , r ( vd '7 ' F '�• �'7 r a rr- I .37r { 2 h . J 71 -a .,�1 a ,.. r ':( a , IS ' r �-#-fiX.R.ltfUt )tJ4k.#y, -. - I/ e:' �'- qN-,�J { i1:� I * ? �d�,�iill lFjt#,�11i1►R-t#-ia7k# J - y' +S R.�FR*14*R-1Y 7�RN*R* ! * `"1 ' ' .-..: ,-; ,. ,..I, ,., • i s },, """ -•r• Ag irl ♦ 7 G l _ tv 4,J _r 0� + 5014R q � P �F J, , -77 ,t�ao!i 7 -r I .-•-• ,-•Z•,.,...�,..-..'S fl ptIC - t y az D 91 -)J, . j)t� F ,f pf -r .. ' / I�' t--•1-vi- 1 `"r �5- k.. ,la s I - __ �J l 1 a J �`-,I JIr1 N ;_� - .' . - J._..:..�.w •..?t._i "_ y� r \ i ` Ir ya! +Y' I-:'tl:tl .:..ra' rl y '' l r r ' ,: +.':.'-j11;•_.._.___-r.,+-.:-...�-.-`_ 4 ��,: , N1 - r � ....+� . � __,�_�^'Jr ✓li ..�:C w LL - I'w- s .' v :: i r + -,t ,i 1' + t ar i'i1;! ;,_ .4.�.�fvf fy'`ff u,�l ✓�dy'p, e, eyv/,9f fy 7 i M. .^ 7 jZ J JA7 ! �' •,.+ • -. 111 ��\ •4 ` rl ." 7t1.� 7 T �... � '^f Y r xy>{+rr�y�71.�� 1� lly it ICI \ + .. ..-iT"-', _t-^".`. �.1-;---•-1.i li ) I 7 v ° iz - , t r r. ' 1 _t ♦�` -`. I 'k T r �� f"'c"'._'S_•—IS t _..:ir' .'1�� +. �+t Et �x._.CF 1 `SS '. J(r ..��r� r \ _:s �� 4 ' T , � r'..{�4'}'yY----•........-.�,...I �� )I �'.�"Alr••.a'><-.�L.�' ♦ •'1 , ra ,7 r 7 } I 'ri r< t I r+ 1 + . �'. �' s�'�+,v'... 1.... .� .1 /i+tica.]+u3L.—l.U+:3.:�I.+rS+i�S,•ss.. st `'' ��7E t � ' ( ! r' >� ' 1 1 ae � ` .IV I .�:- otillsoke'.10 Flit Assil'stA 4****dk as hi** _ _ .a' Act mcomE DATCO NOV 7 b 0000E.1) AUG107 RROUR 0 OYIR ■ 01 02 !mc to XCATl CA05805ECTIUN. tWMOf.K LNUICATES.-HESSMiL-IN SUMIANY. UP. EUREIRS ... US T. — J0 00500014 f Sot, y8A7 Pon XLCH 109,9 : 11. 4 4,10. 1119400 94 0i00, 1-4000 114.00 t I li'll oo -le200ssn0 —.1 ... ... 10 Of)fi 319100 320,66 1.179200 P1306,00 I.Suo 314,31 315,Q 1611400 0110 1 1 3 U, SJA,Sg jig as t617100 Silso no 1 '441 RIO 1 , 1617 *00 )2200"00 .1 *300 _32h, 17- i25...... I.Aou - $14091 Is 15 1 1 l$ 50,00 4AAe'llo uj!i 31li.t2s `19010 50,U0 oh sel'bll so A 40(1 $25410 3A6,311 ?1 M1,0100 i 6w) 111 P4 98 115050 J6.0a 48140.00 16 1 rtt) q450,06 I e Oil. I f. 4 -Ie) of b 4 0 Q I P200 I tjo in'st, jp`l I S; I6.GO 21,300.00 161U0 31s 15 4 S 0 Lid44'00 1.7uit 319,111 Spa, I q4oitcl Oct 16100 32141� jee , ti 511 Ili c I JIM() ,Ill 14 *nll . 4)(l P t 31H 1110 , it 4640,0f) 24000 3t7 .60 4490,60 is 31 I,i%q j;Ippoltoo 4140 Jo6,19 321016 3! 10(7-0 ,$1 Soo,W, 3,000 itilb 6 316'o1 IR15,o0 (I hlj 0, sil) 3ell *,A (PLIN0,00 3pooc 3,0041 321,f6 521,411 j!75,UQ 11650Go 4;1403 oq M Wl It 519,43 frutt t(# 80.1) u(, A h w fig "li 321.40 123,11 8asi Ou filAr.. :110 S."m) b'v 324#91 4. 0. (1 fi I)490.00 I'toe i R 91 laq,,Rb d as .01) I0290.00 �:;1fy -�:,: :.;:. - ._.,.,...., 'S'_..-- '. r -t. "'!i' t ' t '� 5ti' .r� l:.: F r. ••tt�v .E6 XL'CH 4 r BECNU .LABEL _ -.Y .°3Z • ae:. •281 oo`.. ' ahsq.00- �' , '1 0 3 Q.�61 4441,00 ; tot ;y0S0:n0 o` aqeo.......-321141...... sea eli5_.....:,.aaS,cO. -...p 50,00-.. .._..........._..._.............._..._.............._..._._._,...._.__..._..._ ..,--...._...,....._..• _ -.;.:. - -- 31'400 324I$S �3?5001: - 223,e0o .9 snoo „ . +, : 3,9G0 32.507 327 A5. ZZSi00 11650,00 i ! "' _._3 Nr1D a29ja8 ..333e4k,..•;aaS.aA.:,,,20960,00._...._..:.. -_...._....__..._.......--..:__'.....'...._ "i 4.0.00 31�',Js. 323;a6 Mp,00 4650,Gn - :905.6400..... ..................._..._..._ 4; U:Sp 32d.�¢a. 326;51- 225`j00 11050.d0 S 33P 'q 28xi00 2085R.00 ;J�.., 01006 330e,33 t 1 _.s' 5,0; 3Zp.57 129,51 151Sed0 4550,00 `k 5,000,.3.3t.,.9._. 33 3a. i64} _ .... 1.Y1500..._-.._..._.. 1515,.1.1-30000 . _. Ay - - . •,11 5,040 �13S6. ,69 '33]r' 151S�+f- 1%90A:U l(. - ;: i (�► s. ,:__.-__�5,•''(:40339e1•T••----•.ib1e0B'..:._ a556,00•11:F351i:hr1 _.._._.__._.. 5,100. 333._59 333992 556,00 81o0,00 s• r 5.1dU 33406. 339,30 5564o0 11300,00 _----_ ...-338:36, 338,75-. .556,00, 19SO0000. ri' 5 AAA s 0,a4. S3af2tF . 50in0 4i0,00 _ 99.. ..._3SA,jt9...._._....,.. std�A s3. .,. v..._._.._.F:_� } - 5i29U 33 493 339',As 50100 11300n0 ?. •5:200 3380al 339i'18 %o,GO 19500(Iq L. 5e30U 330,90 ' 331e851 1,O6,U0 4550,00 "•`.: ., u S,300 333i1Z '3 $,$.1i 1Qu,00 87d0;00 - _ _.. �.-..-.... 53b0,_.....335;s•10:..:....: 3-1, Ui`'... 308, 00 11300, 00 .. ,t...., 9,3VU 33tl.S4. ;'i41e34 106,00 19900000 1 5,4U0 S3},Z3 3-sa,10. 50,00 4SSo,00. 1. 335,b1 SO,OU 8700000 ! S.dt10 . 33Y;31 5$7,31, 30,40 1i'soo�d4 4t• + Si40p..:tm.4,-94-..._ 44a1?2 , .:50.,00 :.195o0,00........... ... :.. .�."_� ' l "1 beOn332,08 334',9'5 MIN) 4550,00 _ L:. I ... b,000 33,1,81 336,23 •191,e00 9100JO0 .� i h,ApO .931.6b 331,95 19b,00 11304,00 6,00} 342i7a 342,94 196,OU 19500,90 ff 71,000 $36,44 37T,61 12U0.00 4550.n0 licwl` �' ,:,E::i 1.0f)o 118.54 334,4; 1rU0,U0 B70G,00 •_ _..-•-_._ _ 339ig5 . .. 341,21 t2G0;P0 tisoo,an.. a ' T:dUA 343,0! 349,2d 1204.0A 14500,U0 - +,..~;. 34Z:,.}o......_.-34/4,50-.-.1029 00 458ne00'.;.•.... _._.:.__...... .._ ..._._..• :�:_. _.mil n d� ,;.. 7.5UJ 345,06 3k ie31) 1(in 00 81Oil ,4fp ?:Soo 341000 350,13 1025,0 11360,00 _... _ 1•.5uq f49,8S 354,06 1025,00 11)500.00 ti�> 72:. Im , :-. - - --- qoco a. I4 Co . 1, ... ..... 0..35$,BQ SOO a poloo J9,jO06-1.350Z335W4A3r5ovu- 844 .O.. . .... ... . ........... ....... .. .... - ------ 1:40pi 0— 4.x edo 349 65 .156 09 too -44,06vd-O .9.j206 3 2,9p 453,7.Q to 00 8400f01 A., . ... ................. . ... ------- - 7- �fl . ........ so'k;oo 99.' 64 355.61 30,D0 10900,() -d8900.00 . ...... .. 4p ........ -- ---- 9l,9a 54 so, 9 355 61 ;oO 16C 90OO N 9,; 900 10 360,91 AQ:Oo 18466100 .. .. ....... 35L.SS1 dSp.dO, 3G.pD qqoo '35 31S,L.#ri 104000 0. 2t0,lsp00 —ASS -�voo;ob- ..... .. - --------- ........ ... ...... 3 JPA;i 6 10 a1,99066 i 47 1v ...... 14 AE ... ... 00 1 Isloial. 368"A6 434644'D 362 t23 ....... 1.6 koo ........ . .......... o 8#00i 10:m 000 4 660: W 6 1$4,60 o ip25.do 4,101) 0poo.:bo 33to00 30,163 3 To 1 3h 1025 , 6 -00 ....... -Ioa%oo ... 14400.04-- . ..... .. 77 ........ . 1 d. h. 'AtScj"4 376 25, 1 Oil Do 0046% 0' .0 1 .......... 0 DOD '172 P32 373,41 1340,00 a 100 105 14v000 374.11 315,02 1340,00 10400000. 0 0 0 '37.9,26 14.4 a 00 180.0 to I .41 .. ,• 1 {i " ' it ,' C031t 'GPll klCll G /iy. ._"PsE`Q,=: i�l ��q{7�� v...`�t�E• •. dy O �i -. ._d._�._._.__..-.•pl ... ,.-t+l?'f"f'"�.., ;•77�.^�--�-".��lyp-t _=-' \\l7b�r¢A` t ■000'. �S$!',T1 $,bb. :1160.00 lanoP..Q4 1 1ba+1�.S1- ,3:4,igr/ 74x4 ..._}�.„ �Q.. - j 3 $ 4i 3p0. 00 A "O !i 1 ,. 7 aft Q 9 9,r4e 3aar8P �rA000 lo>`oo oa _ - -- - ':, �l�!•- Sb•f,�b 3':'3•,(w4 ._..;g4�b5 :•;�i3po':o0: ^ 1T3,o0�00 •.; __r. .: _..__ ..�..:. _... _ .- �,_i.r f, i; y`: 16.11A 4 q 374,90 (. 52r0o 4100,0,0' „ �7:86 --318' S9 r- . •.Sa■DO •-•- $POatIO i6.iso,y jx19.:53 3b�.30�j Sz■00 l910QR04 .'1+•!30 �33ib`a 3fl4.T5�ff 52,dQ 17300,00 #� ib.120 bl'4.25 .315,2� Sgr00 d1;0A,0p �� W.,, r 4� 5d,c0 7A_ao.p0 - tb,FBU , 1479�49 - �Air47 30•£p 14tQ0�40.• - , :r, 14i12Q 3A4:l09 - 384, a 50.0p li'300,00 ! - - .�'_ ° •r4 --:•S44+4a+ 11+e140:. J �77'•>19 379 46 46,00 7.O.Q0•h0' j lb�1a0 379.44 3$1)40 46.00 IP;00.00 - ! _.... 14•la0 3n•7..39.-".-3a71r1$? �Y 11 1 -1 f l6,L50 3�11j,a4 37�i,7b SUrOQ a QO,Un- .-_.. ___�.._.,16•.'-1•�0 �.7�jj--:A7__.._.13911,,��,2q-:.: SO.rit'b 7�d4�00 _.... - .. �F"-�--'---._ ._, 16;15U 38.'E.13 3tS ,54 50,00 101DO,00' , - 16.1'50 367,34 S9ii:H4 ,50,00 17300,Q0 ' , _ - l4�2k0 37@•14 3;9�0T l20T,0p 1 0 ! r` -�, •++ 1b.gL0 sat40 3,�$•16 1207rQ0 7BOQ•R0 -- -�'S 94 16■Ito 386,57 .88481 12U7,00 17300400' !! �.j 14►340 ag•!4• ......, 7q,Sa, "°30,00 �41.00,00.. r9' 3s2,ssaz,a7 S11:P4 7$Qn,ob ,- 14:340 3$.�,04 ;3a4':14 5{ii,34 14dh0�1)0 1ba0Q•.__:dAd�64 39$s;43..... ...5�}•00 ...1_T'740r00�...-._. �..;__��f -_' vl• _- ::. .w: ai. -. 1 5 9' '16.500 579,64 :379,53 21).00 44U0.00 _ '.._ _ _ _ 46,3pp ......3ga,47• - soa.s9 - >Z!)'r0U 7:$Q0.,00•: - - �.- M r 'bt:500 311a,24 t;b•00 1p10b�R6 fb5G0 349,0�9- 399�16 04 tY;Qo.Pn _ 1 360,03. 9000. c.. ._r11.6•(,4U.._...3$4:x0..y'!i,llu 101•00oft,--.. _.I,... - .�-• - - .�' ,r! 16.b00 3$2, W4173 49,00 a 4 , tti.600 3A9,QH 3b9,;4 4it.On 1734p,p0 L _3.7Ar5A•.4$,Od u9.00 .._.q!•00+40 --.:.. - _'4 - _ ...... ..._._ :.__ .,�...._ L_ ._ _ _ _ _ _ -_.�«� j 16:70U 38Z052 38200 49,00 7800900 16.700 184.23 3$4,5b 49600 10100,04 49rQ0 v-1,•300}00 1. Q11111112111111111 W.�7?w�p 1, G 7P -CE 3 0. C.W ---------- 16 MO..' 3 1.58, 00, — --3PCLQ 5 41: �34 1 4 .a 0 . 9. 1 5700.00 bo NSdo 00 00. 0, 30 95 383.59. 1475,01) 21f.00 Go i. a dot .40 vosOo 1R000 oo-. .. ...... . .... .......... I oblo 387,59 5 0 0 0 1..S'* 000 189400 389.60, P00000 5400,00 a 2 ...... aolsq-�Ob_ J.1 143 4A A0075 OD.. 4 aoso i�a,jj�ui�{(f�i'.f1I`,.'''. ::y,:..` .. ,.y �iir1'iiI ...... ... . .. ......... .. 46A.,, ...... . .... ... 7 i I 90,11 .510 90 364#00 5400,60 ..7 1196600 19 1 6 t a 392,04 3A 00 —.3, -9 IL ....... 3-94 93— -3814200- 118004100- kv IT NK^ 19.700 9 U -06 ��20(16 w 046 . ... ... ........ . ..... 14,700 393,77 396:17 36, voo 1. 1 n oo '-o o . ..... ........ . . oo asoopoo 11 i 00 oo.ioo 7 1 ;'00 11600106 4.900— ---- -- f - �__r_.�:..':`-._ •. a _- .-._-.-._._ .... ......... .. . ........ .93 59 3.9-1 1 4. 00;00 Af '394,61 -1-5,00 61,60, oo —4. .... is., 4 J.- I - . : 1. to IT i4p. ----a . . ........ . ..... . . ... ....... ........ 4.6 .. :�; .. .... '00 191.63 39307 1650,00 2500,00 .. ... ....... -10% q'I ifis,o'bo 610.0"PI0Al 97i90 401 o68 I6SDO.6.0 00 .. ........ Ro Iwo 93' 84 394.67 179090 2500q00 ap Soo 196 :68 391 # j73 175000 4800,420 -17-5, 00 610110 00 .20 6 0 v. .101 -56 :402,59 175 !)a 104DOiD0 ti it 21.,60.0 97.91 34ia3 17�aPQQ 4800'00 21,000 399,11 1100,15 17 ti, 0 .6100000 ..211,000. M,90 -10400,01) ya��Y � a.T.J'J M'-1C+ti h ,1'. r:1 .F'i' [ }I a it l}• \, � 1 ;r [ .. 'GJiG9�'lLLhl IIf" v, h i r1:, 4 - n - it ! •". a: $iSChO CH3E4 EG .. 1(LCh c: - — .. ............. - ... ............. - ,._`:OD r4DA.Y5 �g00y66 91'8.p0i1 Z5j�p,00 ,' .` •;�, ��..4 d1.,1 0 442,$I 403K12 918.d0 rI ,H8ft4;00 f1 »: ..ti 1F F - M1 v ._ ._ .... ._ter.. __�/h. ..r __. ._-:._-..____ -. _..-..__....1...._� ._...l....�_. •'. _.:..._ ._:...0 ... . .s_...,.l. i- ,,..,,y.:-_:....;za-��i:�a-a..�:4a�T4s--aal+��x._.____:91A:oDl bf'oo,.DD-- : • ( 21,h0 -•2d,2QU 40Q�47.._ .-400,l41 LG�03 { 00,00 _; _ ..... ._.._.. ... ._.. ..... _`� �. P21.200 Q2`85 R i}25 2R.0(1 f10 d _00,00 21 20Q 49,3.,97 A -144 2D.6100:a. (0 _ ..... . .21=.200 00 - .............. 400,95 4Ql,ab 24.00 2504.F30 21,400 �:• ..._.w 2i,400 ... .p02�97 40$y6746.Or,i00. _ . .- -.. :..._..._. Ad f i , 21: i10 406 404;79 24.00 ub1.00:A0 :,' •'`'. w ali4U0 _ 4Db,99 k07p93 24.00 >046�Y.'k�0 22,000 40t,SB. 401;84 113,00 `2150,00 i 22,000 u.s.76 404i14. 113,00 416000 22,OOn a0!1rb7 ,,-4„1Ati27, 113rU0 iPC L�0 °- p - i �`2,00D 40i�9j�y tl021F44 113.DJ 700�"00 4085{k0:,....2228.n0-. .P95QQ.np ...._ .._ ... .. :.,;.. ._._�-� Z3;OOD404493 41'0,96. 2225400 9l0 ; 23,000 u10,82' 411.99 2225,611 a{ka ,vA 41=3,58......414,03.....2225,90 7 a0.Q0 23;?if6 +121,4a 422,15 191Di60 1@5.�,00 „ ..._.RZN;!97:...._1.91'Q.00 $5b'DD��QO+='1, .- ._y_.__._....._._.. ,:�_ ...__: _... . _ . 23,900 424.62 426;19 191p;00 4400,00 'r•� 23,9oo 47.6,93 _ 429;36 .1910,00 7400;00 24.QOD 4Z5,f0 4Z5,64 9DO,p0 SSti0,00 � ;' _ 24;01D 428.01 4284d2. 7D0i0U 2900,90 j ( ..-_-..-_.-- 2A..0 0...::1i�9,ff4_i..___ft29;98.:......IOp;PO .- ::3bD0,fiD..... . 2a.000 431,94, min 700iD0 6004 00 i N' ...1500,09....... _ .. s-i 51 2p;3G0 432, 6 433;P7 1Q6-SW00 2904,00'_ t r t,3q.1:0 1085' 0 300.C10 i' 24.3,00 . a33.54 FQ ... i'.: 2a; ad QX6.Ottr ,.-_p¢6,;(18.. _lo1!tl;,:OD. - •66 0.,DD. ..._.... .. `- I 24:4tlD 4..3u,46 432;93 50y00 1?04,00` -4.4C�0' 433}17 +31,�FU- 5Dr00 2900,00.. 2a.400a34,3t d3935 30:00 :3tiD0;00 24;40a a'36 f8 457.,'1;: 9p;00 601i0.b5 + 24,400 , 432 -a*, A'13;6;q '3,o oa 150Q,OG IN24,600 436,29 430i51, $D;'DQ 2900.90, 4.44-;27._._.._ 441:.33r;..... 30000 3600,00 . a4,b00 4af i9'4; A142;07: 39`;00 60Q0,00 ... _ 24,/00 1139A96 4,39,89 50,00 2900;A0 24.1,,00 441,34 (141,36 50'000 3600.00 •ice e'a,7C,U. .....uuE,.1q_.._.44c^.Sa ...50,00....600(1,Pn' a .............. .. ....... ,1 _ 1;.. ... MAU CWSE4 EG x4cH a ...:_, r. : .. 0 43q;59. '1114,�53, 3.47,00 1700,00 0'.d30.' 09.95' :;..:q'S%9G.- 341,no. 2�00.,;40 - .•1,`.�IIt r "-,•3eL-::__4'4&j,44•- --34y.a0• ._.xXOb OQ...-_...:_,;..--- 0.230 442'04 442:32. 347.On 45O 00 0.,240 43.4 51 _..43o.i1•- _RQ.00 1200.00 ...._ 0:2A`b 439,1& 440,39 ,� too 2.900.0o 1 %:..• 0,2A0 441.23 041.45.. •r);�+t0 , a700,00 1i:. `.:.:... 0,2.40-: 441,80 443.u.3... - .;:$IF;00. 4560,60_ _... a a' 0'.66 A44.66 435,36 1f.;.Vq:: 120Q.00 I p�i'6t2 ,44%,99 7'b'.#�1, : 2dC1 oQ0......_ . ............. _ ..... a4'3;aa. `i6.an' a7o �. .. 0`26U +l001' 0;260. 44S.71 446.65 76,00 ',4500-s00 i 0,27Q 435.66 435,78 50,00 1260-00 } 0,27,E 441;21 441'31 50,00, 2200606 y ..A:,,7,0. __..._µ43,3; _.'4 .3.40 - . , j: f).270 447,38' 447'.49 50;00 45000-00. .: 1 r a. 41, R.530 '+13� 9...:..._..u31i�66. 679.00 ''-•12Ot1 OD....._ .._..:....'.:_ _.:1............ _....... _ ......_.'•�.:�..:.�`l. 0,53±i 4u},q5 A41;64 679,00 2200;00 l• -'j -R,510 4 4 3 ; 4 7 443,66 67900 2700;Oq ' .....:4n.7..,.n9 - _ . 541I- A ;:,__ 67!f,OO.. ..4500,itf} .........._ _....... .... ... _',, .......... I I-..._..._._ ... _. I' D,540 45 457.1 50;C0 1200.00 !. ! 0r540..• ...:.441:N1-._....:.44?. 0:1 �, t...,.)G,00..... 2200,00 ... ...� 00540 44.3.42 4.44111%,. SO.f10 2700:00 0.540 44i7.37 449,47 50:0o 4500,00 0*560 436t68, 4.47965 217,i00 1-200,00' 02560 444,01 94d,.71 all too. ....2200.00 d.SbL_ ®'gk.13..:c` 115'38. 2 71p0. 27:0!f;00. 1 . i 0.560 452.1 f,':. (y2.83 91'1.00 4500;OGt .__A38, },.(i...._ :.50..00 . ' 124t1..110. 0.570 .1143.t10 444.96 50SOp 2206"00 I � U.570 4.45:,20 4ASr60 50,9Q 2700.00 ,7. s. _:0,5.70 _452A AST, - 50;.00 - . 4500',Qa- _-.'..:._...... ... ... ... .... _ .... _. ?5'.0U0 4.39;97 440,65 46i)0,00 €200 0p ..4.43.55..... _ aw" 1.9. •'�� I 25,OOp 445,41 4a6;A3 466;00 2]00:00 .. } . aSiUOO : 453.12 .. 4g3.48. 4&6'.00 45O0,O4 ' __ ....: . O':73U 440,5b 440,70 36.00 l200.00 0,73(1 444,08 444;30 30,00 , .. 221J0,00 u .... ...0,7.31). .u46:32 ..._446451. ..36,00 .2100.On. -.. ..... ... ... .. ._.. _ ,7ip 453,3& 453.52 58;90 u5.00'00 c1 .. : 0:J40:.....440,_5'4 44.1r.63 .50.00. ..109.,60_: n.140 443,93 sf'45'.36- 50000 2200.00 0,140 446.1S 447,54 so .(IQ ?70d,n0 I!ar w ;.._ 0.711C.. 453.37 - It53.46 50,no 4500,00 .. .. - ...- .._• �•yi .Tl •I`ll '' ..,-i^lf -+-, .`� ii l -ry$o.l<• ..l � 1 i4� '.l" y��l� '`'�t� 1 M1. • . '! .• i !r SELn0 L++SEI EraklCi1 0,760 F� 440,94 44206'2 •., 125,00 1200,00 - 9�160 4a4y66 445049 123,00 2p'00,00 .;, 445-l4---._--A4Yi PIS - - ..:.1?S.00 -..._ ?704.06...... .... -_.:..__..�� - 0,7b0 457.22 GST,32 10%,00 4500,00 ` 1 O.i70 442,46 u42,bb 50,9u 1200,00 0,71so 446451 446,72 50.00 2200,00 0,7T0 a49,b2 449,81 50000 2100,00 .:,770' 4+:7,S1 074b4 50,1110 4500,00 - _...... ......._...._.__.. • 1,000 444,3e 446,42 587,00 1Frio .00 i 587,09 220C.00........... .. - .. ._ . _ .. - - .._.__._... -.-:y •i t.0V0 v49,40' ^455,01 567,00 2700:90' ! j • 1,000 437,69 S e,Sb 587000 4506000 2.n00 c5S.57 454�16 9D0�00 t200,00 1 �� 1,000 45b.OS 456, 900.00 2200.DO i 1:- ;- 2,400.'• '1&66005..... ..6157,}:'t., 900,o0 2700,(t0 _.. ..._ ..... ....... .. :.i 2.DaD 4gv,5y 460.58':• 90o.iy0 Aso') 00 ". i.. !:' IL _.-....:.:::.._ -2.530....-.g58,i4'! ...458�10. '.\1t8b;00• 1200,60 ..._.- .. _..:...,_ _......._...-- =......__f..._..-_. ..... _..... ._... _..... ......._.... ._,. ....._............ _ .._. _� . 2.530 460,1.E 4b1,41 1i8b,D0 2209.00 I ' 2.%30 461.;42 462.61 1;,8b,00 2700.u0' i 01 2.530 #e4,U9 465,60 11;36 OD . 4500,00 - a",540 4"0 S9 459,06 50,,00 _.. 2.540 460,86. 461,94 Soi0o 2,540 461096 463929 So,Uo 464,65 466,1,1 50,00 `. 2,l6A 456,49 459,2l iu,00 i 2,S6U 4b2.J0 462,92 � 2�.00 ,�" ..... 8•!1b0' 4b4,17•--.....4E+3,08 ;1......ge;Ofi 2.560 470,52 471,16 29,00 n i,S10 45v.11 47it I tiA,UG x,S70 462R87 4b7,3S S0i00 2,s7!r 4b`J,Od' 465,48 50400. � 2ab7t+ *tl'01 : +.41,58 ..'.4'o.00 • 3,cnu 4bu,vT j,i1vr1 :xl ).1 ) S„5tlr r12,51 ;I,JIM 474.7:f ' s.Suo '+75,uS ;f.Sr10 47T,gn . 404011 41X,6$ 1,40t, 416,881 S,4DO 47i,p10 5,46611 +T,4l1 4h7,45 4149,18 4i0,b1 47'S,31 47S,f11) 0b4.40 415,19 d69,oA :;7e.40 . 869,00 470.Te de9400 445.57 47b.'l9 Y18.9t teoo,nn , 2'roo.nD 4500.00 1200.00 2240.00• NS00.:10 1200,t:A 22QO.P0 1110*60 I Y80. ui) ?22o.00 11540, 10 1r010,OQ 1140,M, keno, ilo 354A,00 SO.d0 101000 130,1ji0 1180,00 ')U 2?20.60 ht),0A 3340•UO ,.ae .- p:J'-!V Mir IF"M M ..:Sl 1 7 COW a r .3 boo %a`4. 2.�66' 471161T.- ;taaq :1 40' W4.0- 3lbOD 477.090 47e..qz 12*00 MOM 3,1.CC. 4T29A1:-- 47,A,4? SO; . . 1o1n'00 ----- -- 317AD 415*0 475.92. 50,00 1780i0o - 476,64 50.90, aiao*.Qo 18 0 T_ .419,19, :50ioO. 35404100-- .. .. .... 4 coo 460,92 Abdas?a 114.9600 fl)%oioo rt .4i000.462-I9S ..... .•44.S,10 ... _1 141 `00 1.1 AO 40. 484i01 48601.. 114 hoo 2RR0400" .4i0ilo 405#63 4ST194.... 110,00 35904W: 49550 406.61 ......... . ..... 416.q IQ' ilo, '356 6 Qo� MAp., .72 ('49�32_ .4 0.Ab.. 7:7 :T.�' addle5 469i'40 50 db 00 I. 50:00 2220.00 u71 4, sfl,� 486,47 -487q4b IdlOO 1010too Lk ._4900.10.. 16,00 4,580 492,05 498410 14600 _2220,00 Wj 3540:00 4.$96 ,!al,1S 44? ;IQ 11 60 100106 44540 489#99 490sS61 50;00 11808100 • tl goo.... . il.92.915_ -- ----4 9 2.* 9, 50:00 -2220 160-;,: .....--- .... �24, 4,510 495,44 695,9W so -1010,00" Mr I O•f 409M' 492,33 66r00 1186"'Pa :66.00- auoioa . ........ .. . ..... 5,3k)0 909.50 S10,54 131300 1010100 3clo .51-1004 512,56 1313,00—.1160,00 vziljk,�-14 5000 511811 513,38 1313000 92?0400 512,90 515s81 1313,00; 354000 lk 5,40C $10 51 51245? SOOD 1010,00 t. 5l*00 512.:38 515a9 50,04 1700,00 ?220400. 5,400 516901 sla qj tiD.OU 3540,00 ..... ......... 4; .5.600., All-4 to .125*600 0 1 a ao. . . . . .... . .... ......... . .... ...... . 5,600 Kksolq SIT:)b 125.00 MOOD 546QU 416.. ae 518410 125,00 2�20.00 t. 5#650.. $19,63 U 1 19. 125.DO 1540,00 41 .. ........ F It ff� R-1 14 q'd:m Sick 4 I.. ,4 602 .11. 1 PITOD Sal'26 Sal.54 --.' NO 11 0410 1?514 6 --- -- 51.5 9 rI a -00 10 tl 00.f6loo 1" DO fi 6.060,Mna 520 1OD 00 35 0 �40V,)- bU 04 60 - -5221 .. ....... .......... A 524 Do 523T 32 Do Do cii I P: 210 Ne-49 33 '02s 7 ,20 5?5. 55 526 it 14 ;2.91 00 111 bo,'t)b- -,6P ' 6-v 66- - - - -2-91 #-go e2i?D i (vo . ..... .. ........ .... ......... .... to.. Iky." j ey - ? 5 i 29100 "77 7 0406 m. V, 0 6 7, 1 5 0 j o 0 . . .. ... .... a 9, [to Sab"'vA 527it2 '30.00 02R6.00 528.18- 50,00 a j.tl 7,240 52j..'64 iies, 46 10,00 0 0 0 _J ..... ........... A8,00 go o240. Sel '09 52106.1 18600 gw2o.00 7 jFIgft- 5?b 39 Sal ab goo fo '6 7 j;' eW 6 -, . 7 kO.On X 52.8'n - 524'46 3 54t, on "'po 7.i150 5.33,e63, 0j-34#'OO IIJA 00 -J TSO '134 1.00 7 .111.8,00 Paao.O`\i 7d60 533,43 533,66 50,00 1010,00 t -7 ;760 0114--S3u,87 50,OV 1 loq'Do 7760 534 -93 ' z '7bo 5.3604• S'16140 50,00 3540000 . . . ... ... . .. .. . . . . . . . . .... . . . 534'sS 530,63 46,00 1010l00 7.9.780 535,59 yi35,69 26',00 1780,00 .5,160-12 26 1,00 2220, 0o J:;780 531,40 11537944' 26,00 35ADjor, ....... 7-90-, -53C-69- tie if 153AI-i 7.q. Vo 10 090 . .................. .............. ... .. . ......... . lie 790 "5,75 53's so 50,00 u. 66' Do ... ....... .... . .... bj6'?9 ppamo 7*790 .537058 537,74 50,0(o 3540*04 t. -- -------- ... ... ........ . ... ...... I.. , .. , .,-,- - , , f 11% ...... .... Ojoo 000 S364-09J, 5 10 Istion, 1?:6 8,000 .53791)0 Vt805 137,00 3596.00 9i000.544,46 .5114.8110 1440 '04 "1010,o0 — - 9,000 546-Ol1 S,;o 26-- 1440,00. 1789000 q,aqo 547,6Q 645083 1.440,0(1 222 000 000 ..... . ........ . q'slo 550,75 ssi M 3b0.00 I 01*6,o() -340,00--17A0cc.... S54.j83- t4oj9 - ;ssojoo Mo�ob.- . .... ... io .593.92 '. 0 160"00... Itoo. Do -C .......... 9,520 SSI i66 553,00 50000, 10119.00 AN 9.52b.554'27 S55i29 S9,00,llooioo .............. 17 .3540, 9 S40 554121 555,31. 21JO 1700 it 9,340 540 SSA,7t 555.78 21 moo WOv 0.0 ...... ........ .90540— alcou 3540.900- 9050 S53 93. 5S4131 SO,dO tdi:v,o0 . 4 00. 50,00 2zfoiflo q SSG s5sess, c): sso $56 Sri .557428 $0,00 3.540,00 41P . ... ..... .. I. .... . mv im Id OLD :1 .................. 1,300 31 r I 5■00 003 133p13 583477 R706,78 P549,45 ...... 314 -300-- 1 — . .-SY28 -o.67- A-59*01- 1-1 02-f-I 4- -.-439q-jF.4fi-- - .391-7.6-38 ...... ...... 1. '400 3901f ?a 017 ?21001 .276019.8. 8241��Qq : 1,0006'" ;1 0.00: , --- - --- -------- 0 .40: 314197 a 6021 MORI 000 0. 6: - . 945d'j 1000 -3191r29 D o '.-)9 905 162,06 00 0. a .9 163900- Or 1ti#36 .163 M at.." allPopo 0. 414 —4�4 oh. -- iAiO ...... - Id 319 31 0 '9450*00 0 0 01 163 00 0 1226a jb0Q 321;*1(19 of Q* a v 0 . . .. 0.0 Do-- --Ov- . ....... .0, v ............... . . 5 1 p,x 3 .15SI 1,40 .7 32S'o 36 o. I to 0 as 0n P296 oo 13 7959 63. 10540,24 I 33M '77 ilb 9 '1 Q-5 1 56 3046��g 1#95 0 TS 5 33 0,;30- -1,4, i 4 30-p A b -i-54 ............ ...... SOTOO 33,14 95 *447 4@29 46802 '5614 44 52.62M 22243 jJ 5I00 33;3b 0,89 w 0,29 930040 11595,66 7385,60 519634 ' ",a 5 200 334 a 45, %00 r: a 5 84 0-08 . 2. 1 . 1 0 0 29 0 679,0 00 Oi ----- - 5 - - - --1-•3094 ...... Sj20 80.21 0109 O,94- 139931 Or S.S00.Oh ()I -;-513410- - -31D.i-94- w-04-i441- a: 44 J: -04 ---- a. ....--. ......... .. -ioo 33 I:L a 3 0 P` 0 as 96,54 5,59 45q4, -qA----- ram .. .... 143.;83 -- -- --- -.4,46, - i445- a a,)"' -390,12 4150-31., 164i �q l'b'39 s UO tit' GA 'sq- ".96 V,I 4 1*23 092:. 69b5p1Z I ?,I, 4ikl .,'1490' . 7. . . .... .... .. ----- --- -------- TV 4- ........... ...... ....... 0 09 00 - 00 564,06 3'1L7bqQ(i 4 b2jBS 41P Q. 0 4� -0 .08 .9r140 - 452490--!- .. ...... Tip . -7 .... ... - Is 0:100 -,309. a 2 4;63 :VA 3" �u %SC 33a 0080100 S?,f '9144 51 77 11 01,08 1 . 0 --4400400 R610 349. 65 9,200 352v9Z 0008 .0 23. "1 .;U0 oofoo 60 U 171' 34 S,17, lb o"', .9;ai 39 1 iVa 3 - R4 4 -?�. I -. :� : . 1 : . . .. ; . I � a .4c a TQP�ib 2LOO'. QCH opos Y.2 0 06 .04. - I I l, o Q 0 000 at 00 .353 5", 1.1 R 40 0 a 5.400A0 " �,3% A 00 360006 1,42, 0, 41603 .4115,46 14764,54 Ra $70,39 94204, .3-101 , f-P, 1691,74 9,900 :3-53,15 alit 004 214do 2612,63 '5159,05 bel,r,2, 9,900 354,49 alit oong 234,14 3802*04 6118,44 979.52 L 10900 3b0tt0 -0.01 0,()9 -P-99*38 "8134ta. .8704.13..2210.1.5 )i ............ ........... ......... ........... ..................... .16 , 1-1,0. .37 4 wQ9, - . ..... .1.1 138.39 05 q-1 4 :3604,14 0,07 ibiflo .17d.7tO& 0010 001? 0,00 21 :5,sa 221,08 1665q4 0 23260.5- 5474..b2 6525 92 b59996 1242473 t6,120 374.2S 9920 0,19 6S.64I 0, 4too,on 0. 1 -Ifi--. . -.4,11 7.4� 7400,00, (A IW 12 Q. 3:1 9's 4 A 0; 16 1202. 0, 10100,an D, 16, A a 0 384.0-9 0.04 0405 236,61 3846 .49.' 11140302 3(147,99. 16,140 374,25 0,rm Q, 65,64 0, 41100100 A. 16';p 140 371,AS 0,00 0, 74,00 - Ot 7800,011 ma -1-41-00*00 Its 1411) 3093W.,- 200, 0, 246.17 3901,(10 9784'a0 3h08., 12 I m 24 .3374,63. 61,13 379'87 0,10 0,12 R?2,19 1819606 4966,64 1n14,05 16,150 382,13 otio 0197 R29.56 edaiiobl 590?.,65 1712,hA ..14, 1 hO 387, -3 0.9-04 246,90 4.4 1 , 55 87.6?,5Q 4045,86 16*aW 378, LI -9 O,fR 240,P?, 359,7 5 3559,b9 180,55 -36. t.P-3 . - . OtO4 47-0,16 ?46.5,49 .44123.003 .-O'l $�.46- 16.910 383,56 t.3q 0,00 d80,09 4333t14 4491,40 IP75.39 Q.qS 0,03 506.03 9864,84 9 70.53 2259.h3 16,300 3719,34 .0 to 0,41 559 6A. SA1,08 E-0 (s 9., 6 A 1469.84 -16.360 30V . 35 0006 (k,26 694 ;-28 2 1-1 q 9 26 RP01.112 3 it 14.92 84011-1 -0,00 0' fii' -7-04j51 330404 .?295,42 4494.39 I h .30() 3116, B4 n.02 0.10 722.n2 M1.0 2h""/8.60) 7664,31 ll 614,64 ij3u,P,2 - 1-9 1 A. ge. 2a 0011 0, .69500 2211.08. 21b3,7,A A. Ib Sao 3##j 9 0415 0. 705,43 3345,4E 2257.S7 4495,98 ..... ..... j&lS0a-- 389.,Os. A�23 6992,15 ?643,13 7664,72 4 14.60u 379,61 007 0113 n5j,70 1112.99 2547,51 379." i fb 16,1200 382,48 - 0.41. 9.10, " .514,92 ..3 (h 7-9, TA .1-93023 ill 16 vlo :600 364,20 0t.03 0.Y1a 0,69 0-06 332 1110 5015,07 91!5607 7361.20"l-J 7E3.68 Ak 3e0j0& 566163 4104.7 6 67 16.1o0 374.56 0,13 0 . .88 4t.00 a., 4100.00 ....... ...... t6.700 382,52 .0,06 0411 396le2 4.122 t 4 7 53 6,* 7.00 . 38A.,23 ------- 0,10 40%,K9. ($056,13 -4043..87. 16.700 389.0-t1 OOOP- 0*00 568,73, 9658,58 4097,4S.; 33113,47 it ............... ........... ... ... SECNQ COWL L CLUSIS Topm uLors OCH 9016 16,400 A.,3A :,A J'i 00 of 4 0' •AO20 , _ 11. 'i"184 f , 0, 16,900 359,88 0,75 0. 574,19 9976,77 3Vts,69 3315.55 I I tool). AUR-24 I e. 0, ?h 748,49 494 Y5 bag, 14 11,000 us 01 ov()6 0 01 776075 106:01 iq34, aq U 63i71 17.00t) 34b:31 0.06 0,1)9 ?ag "Iiis 2118,20 ai62:58 3 119.2P. It t7,000. _390,07-- 0.04 0,05 S26 1 7 4103,410 a749,31 --6771,61 ............ ......................... .............. ---------- ........ ....19,6Au lQBbQ0 Oil 1 G.. 57 0,63 0122 144014 216194 - 2 3 -5 T(11 0,49 192,60 01017 4096.9R. 651,91 .31 600 h, 0 LM 0459 ROWS3 :1012ish , 4967 io p , s 911i9i 9 " boo p V9 3, 9 4 55 0 ibis 387 36; 3tAR 97 - _bat 1 ?a, fli IN L I 7.93 WOO k10 9 3389 000 rill 19f70 )1393,77 0,15 r11,1 94n9 99.35 9, 9269,95 1 IS20.aT 2516. 495 0, 2900ion 0. A 19, got) S91,69 1 21 B. 5400,00 i). I: 393,5b :47. 0. 4.R its Ok 1991w ,0 02 &7 021. A I , a 5 - 245 IL I a cto g-, .593.52 0.p0, Q.hA 384.95 1196,01 24 1 20,000 394, bu (I yl a 0 , 'qq 391.23 1831 35 3390,50 878")7 20,000 0,91 4241,25 4P69:12 4657.61 JL `7?,66 . ................. 21.140. ................... 4 , Am9 62 0,0 4 .............. a.......... 402:43 -41 4,23 0.06 200,84 .573,63 1 P,4 ?.,'19 447-,32- 1214.2; 1074.04 8343 06 21 I On 4 Ll 3,1) 5 213.00 1629 k3 1310' . Sh I t LID- toT,,15 �,l I •.ip, ij 249sh6 2953',65 _3_936F,47_ •_Tj5'13,66 t�k Is I J81-56 M i 11.8 I356,67 94.9,50 21.8 ]mf 1145 413f97 05. f15 It p 0412 213,28 - - 929t84. ?474o12. 2646.06 249,85 16-.64 3556,2-1 fit A. , q'i 1) 402.91 0,64 u, 0, i60.54 W.41 235.41 1657,10 607.40 if (1 4 OA , 170, 171,00 679.34:' 2632■57 3"PISOO. 148a,05 -2019, 4 5 21.40t) If ei 9 O, S1 1) 1R0.99 P624.60 4581.70 3713,5f) F op o ?2 f-,qQ - .40.654 40 3. .1 if ;j Pu O,2F tj 16 3. 0.19 ?2:000 uQ4,67 (1.27 0821 173,tl6 611.55 2475.9p. 175PL52 407.94. 4.2h oti 184. 1 . . . . . . . . . III . . . . . . ............ . . . . . . . . . . . ................... ------ I '. 1-4. 4, W.5 795,84 13-15002 7.39"1.4 01.04 239,30 5083,3b 4154'3973:59- jslls ---------- S.aa__ 0004 Vsjt93 --- P 444-i 94.1 ........ . _ '•r; /$;�}:...r :.. cr/1y. 17w4j•.` .�Rt!yn, j.:v.:i'. I—/lu:,•. ;•.ry.T""j;T,,�',•y7 � t ' Uc bo 11•lit L ,'L IILUAS TUNWIO OLne UCH WIN. j"�p ZA4d0 a39•t♦6 7,u4 l,ab 21600 04 1900,GO O, �L Lr Ar,:Ano 43J*ll J,Sb $891 21,00 :..ar a00 .. Ala•i).. n.1u .. i.91 ii.00 0,....._.+3b00iA0.... .....p All . A lb Sb.iB U.56 22?.,hA 32'!•(16 2770.9u t), 4 • fN.hjn J4,hn1), wsu.r.j 0.11 u. 21.w) a. 1soG.UO. o. IiG,/N l,1! ne 21,ns' n• d9oo,t10 p, • t4,n4C AN1.Pf 1.+Y 0, Jh9,lY 2907,10 '10929p Y Oldob,i, 441.94 4.6h 0. f7,6tl .4Z90.92 ..1109:00. ....br - . ,M r4,7nb ulq.u7 A.nS U,NJ r1)O.R7 N95.13 979,A7 4?b,BG I A'. IM ., ,th•7-tG u39,db A,UT, 1.33 IS?S',.Sn 1491.6$ 657,.55 .9u9,UO - ~' tu,7t)0 '641,a4 'r.01 0,02 cm ,08 1676087 724,61 f198.52 k. rn,Tuo u4?.10 G,sll u.U6 be3.17 abal'05 lI?1'93. 1967001 • ft, j i0 4 S4, 11 A, 1 b C,!1e! 15,56 0, 12UU.00 U R,ub O.G.) 103,IJ t1,t12 ?197119 2,hO 1 O,r1J 441,5? O,r.V 0.Oy 1?01,66 3U,61 .2661•?V A,10 U.7S0 .,lg,nu 0011 O,G1 ?09.66 ln7.5b N373.15 1R70 , .. o.s1n•. a1r•!!1 n.0b I .,.'NU 31,4u U. •1200,00. n. i Al 4.2J0 wS9,lH (i,nS D•rU Sl•a9 G, ?800.00 n. b h,ran 441,2J 0.0.! 0,46 '41144 n, 2700.00 ^, 1 r d,2Nd d41,M.(t o.Al I.,7N J1.un U,- ..4500.no .(1, r.469 uS4,b4 li,1b v, Sl•On 0. 1200.00 U, G.kro LYn,al U,t!6 0, St.40 0, 22t+A.00. 270')1.00 o. t: ),140 11N9,71 l,ti_ r1, 31,N•9 0. a4Un,00 U. i j•7 +,{5.,66 •'l,G,l u,lu rb,uo 00 1200,00 G, .�f " 6.E10 aN1441 h,1t 0429 164,11 2,01 R193it q.,Jp A ' t).dIa 445031 0,0A. 0033 206,3b a9.b7..:.. 2591:11 .. -111.42 r f;,,, 7(1 4101,.te 11,,?2 11,tip 031001 ubu, 15 1987,6? Wi,Pi ..... i ^ h G.'iJG •Sb,S`J v,C3 U,Iih .C, 12il0.G0 .0, jo u•9If, ub1,,1% 11.30 v.n3 72,n7 R, 42nolon v43,41 1,7.5 0,(1S 7AvaA 0. :'700,00 i L,,930 u4Y.49 0829 U•bN 9l..1.9 U, 450o,o0.... 0. k 1200.^0 u.]!1/ uu1,'•) n.c,b u.31 ia,U4 a. ?,:n(i.o0 u, i 96440 u4J,4?, q•09 R,411 110R4 b, 2140,00 0, U,$)9 0,6A '134'J0 b. 4500.06 :1, .43,on 0. 1200,On R, (I,h5 11, 55,1'a O. P300.011 (1. l t S 1,21:• V.. 23.00 1. 111` U•$iU �3!.11 9,lb ). 35,70 R, 4900100 0, t i .:..,..:;L .•:..: 44F4 - ASYJ. .,7 11 0 ?3 �' ,e;570 ry.6U t(NG, 11 'J,10 0614 45643 u. 000.04) n, ti !yy►0 au9,lb ),t1! U,19 09,35 0, plooton IN :�:.; 0,:1,I i!002. 98,U6 U, UyUo•UG ',�)'• •Nisi NMN k01'�J��,rr„��r�r •�•�ri�VMM ��YM.,•�M.ri�.•.,�►�Yr�r„w�rY1.,��Y�•, ,, rr,ynwr�„w ��wr��u �,'� k secNn 1:rsa1. to ULOSS top VAD 1)1.alr ocM allr* n d013.b +j40V'S6 o;u 0004 %681'11 '•01 18001160 .1100 0�7 4e ;Ot1 r;,o6 a;na it is tt4oaa 0. ;. .--_. • 0-;03 = :/ 69- AT.... �+�. ,.,., ft�� :81.7.00iAh ., ....:0� ..:.. :..... 0,7.0 493,3t► n,o2 o.r.2 126.23 06 ugon.hp n, 0�.7.4Q...... -440§54- .0s16.. .... ..0,7Q ,! . 1500 011 ..120000,._ . -0,.... . 0:140 A43493 0,10 0;41 r / ?5;4A 0.. 0,ino nab,15 0,0i Ugh '.S,j0 0, 17001.00 n, 001a0 453637, 0,02 0•!';y�! 127. 9 ief92r� ?SSS064 7pBy1`i ' U.1b0 a40,%(!,. 0,:5b 0, PMO n, 1200,04 a, 6, �.., .._ ... o.7bu.. _.444.bh .._.... A-4fis ... g,.... asr11.pw... 0, >a00,U0 n� 007'so A4e920 1.71 G,, r5,1l6''' .G, T.70006 G, n � 0076G 451,22 3:46 of 400r?1i•'. y03,tl2. n39r37 .041 •2406:81 0,710 n41.'18 0.11 0,5a 55.14 00 1100400 0, 04770 aab,til O,Ot 0066 4903n. 0, 2i09000 h, •0,17n 44,4062. 0,05 0„51 62rS4 4, .. .. 210,0400 _ U, o,17o 457.51 o,0s 4,10 400�00 0. 44'�6,03 3.4'I M -�......rrrrrrrrrrrrYrYrriwYrsrrrwrrYrYwr. }. . rrrrwr3lrrrrrrrYlirrYrwrrrrrrY�rwi�rrwrrrr�rrrYrrrrrrYrrrw _, .... ..q ._ s' 458,2h 4953 0,61 43,10 0, 1200,00 n, ''M', 2,5IO abo,7h 4,59 0,01 30059 o, 2204000 0. � .2.530 .,.464.92 Slid... 0904 5314% 0,.. ..270or00. . ..of 2,930 A64,M Seel 0401 60,13 0; 45006011 11, j.... .... .......2411441...:..45d,39.. :...:.0,10 09111 31i0o O 12on,00, 'D, 2,5a0 aho,Ab 0,14 0,.59 310h0 0,,.i!. 2P 600 o, 7..5an 4b1.4t O,10 u,5o 31,0() 0, 2100,00 0, 7,5wG 3h4•h5.. 0414 . 0,!r2 99,49 153,G1 aO79,%b r6h,S!i 0,51,0 45d;44 f',lri 0, 31,00 00 12No,0o 04 2,9bii A(,2,0o -0094 U. :31900. '), 2200.00 0, i.5yr) 4h4,17 I,PI 4. 31100 9, 27(in*no 4, 2.Shi, 47Q,S2 4,P5 0, 10b,19 p51,yn 3009,7!, 43302r: it ✓..571) 1+99,II 0,$0 0,16 43,40 U, 1200,on O, 2.570 A69ebi 0411 9,28 41.9h_ 04 2200:00 0, �' $,H70 469,Oe fi,o9 0,3U 59047 01 270o,04 00. 2,Sili 471,03 0605 0611 In? ,71 6,4N 4a11,24 7,O,r'l R! wµ... ..rrrwrrwrrwrrrrrr 0r40rrrrwrrrrr0.,.r.rrrr.YrY rrrrrrrrMYrrrrrrYFr 3,b•.,0 012,51 5041 0,1'a ba.p0 silly 919,4a 31,3? 3,3h4, 474,7.5 9,041 041% 6668A 1h5054 104,09 A36031 3i 3.300 4.75,65 S,a3 U,iri. 96,h7 n71.31 1147,1.3_ 100,9r, 3,50n 411,74 3,27 0618 167,fit, hao,41 2503012 41'i,Nl r. . T 3,4nb a12,h9 0014 06i13 b0,hri 44015 926,9y 34,?b s,40u y74,87 4,15 O,Ou e4,00 '11d,o� fA7!�;tfa 125,1f 31400 47'3,80 006 U,rte 95,01 966498 1161002 16900 9. 3,400 471,90 •0r17 .0404 1540nb 60404....•91,201r10- 40h,43 (1e,94 926896 34*60 0. 3.604 41a,r17 U, a* 04.4f1 114 o9q _ 1411,1r 125loci 3461)0 41 ,80 04 4, 94491 26H,90 1161631 164016 1 Aobo0. 471,90 0... t), IS7,68 40.♦0.1 spaill-, hONr24 1,fl. i j,� 1i' Ill. IF .. - .r - f.,^; r�tv•• ..rr _ pq••.:...... :.r`- '•a;..'"..2:' r! 1 I [[- '� 3lil: •0 Cy1.5�iL ►sL 0.10.88 T0PN1R YL08 ` 9Ch 0R08 3.70D, /il ♦8l Qtl9 I 0 06 57j-17 ._ 41.49 I 'a�J� 3�,tb0 a1~ i0� O�11 0007, „"61,09 164j19 1 a 43 11't5t37 �: ib e-DI.17......, .O,t111-.- I; ` I{ 3.100 41 ;07 0,19 ti),09 145.23 573087 2512i08 t390,04 S.. ww, ww. �.Uww.ww..ww.. rlw.�Jw�.w�w�P�Twwn,l 9J0 4 '6 6ti+ J!w�ww.w.ww/Ypwwwwww w w mrcm,v w R.Q w R sw x P w w w. w w w. ww w. w fe "Z ... ... _ .. ... .... - 4 18 il� 0,15 34.53 tt, 0. ". �''*;.... _ '. ...... .. _. _... o`!•' l�'19�. an5U 4 8,72 4,0! :� 0.tb. 4s ?A � 0. 1010 00 1790'00 '. U, f �} d.7,s4;. :. ...6R:.::...._2220.OG ....... ,0...._.... ... !'.._... .._ - - ... 1 40550 4.11.47 4.1C•' 0012 s3,90 0, 354000 P l 4.IS60 4146,76 09.1a 0,14 iass'uo p,.... ....SOS.O� 4,560 Samas 0,22 Dam,25.00 0,. 1780, �= 0,.. ! 4.561) 18.w,59 0,?.1 0,30 46,97 118.67 20670 33.57 �.. (E. _ .�I1..... 4OS60 1191r'�9: ....... 0,?6-.. _ _0.54 .....53,2(1. -.•?54i l0 3?06j?a1-.... _•l.q..1if>. ..... 1 4.SAO +661A7 0011 0, 25.n0 0. 1010.04 �, I -4.51i0 .. ;449.(18 01?0. 0, 25,00 D, r + I 4,S8n ;. 492,05 1,95 0, 54,42 166966 200134 52,7g ift 05589J ;: 494465 2.32 n.o.... 205,n1..... 484473 9939,11.. 115.50. . __...�...1..... 4,590 487,15 0,22 091)? 36.17 0. 1010400 0, j tr,59U 449,95 0122 0024 45,413 94 1mi,h0 0, I 41594 492,AS t1,10 01,11 5?,91, -0,-.., 222A•Do. .. .. ....j i 4,590 495,44•• .: a,10,• .0019 14P..9a_ g2,88 3441:12. D. f.b' I! �._ ._:ww��.rrww w�p. raw w�w��.,qw.�1w.,,l.Lrw�.w...+w�w�w...www w,w,.�.wrw��Mw�www.,,.��gww wwwww.l.ww�w �>'•w R• .'�r .- 1 :. 1, 5.301) 509.54 2v,bo i),10 34"%a D, 1P10•no n, ' S.AOn 511,114 .10,11 0.13 39,44 n, l78Q,00 n, ' 4b X93A; 511,l1 14.6h J,DG 3A,5'3 U. 2220.GG t, 5.scru 5l2,91, !'�,'.43 0,01 44,91 01 3590100 0, '. 1 510,91 D,77 [],at '81,50 0, 1010,0G.. 5,49f, '31?,56 01701 1,?) 21,30 s 5.4n0 515,14 0,•7G 'Z i,Hr,O 51`+,r%7 0.66 Q. yu,Y6 t! 2131 30?.8,49 419,21 $,hOu 516,nS 1,53 0, 21•'30 n, 100_ r.0 00 } „ 9.hUn 519009 1171 0, 21.50 0, 118Cl,On 'a._ c ' 9,6n0 ilb'hs 1,89 00 ?1,Sn 0, 22L4,'%)0 n, s 516;10 ! )9,nt r!,ay t,. 13,17 3*1 ?4Ut.'i1 267,92 P I S,B;»,l' 'SI'rsit) 17,p2 1,3g a0 U, n,on n, + s • i 511'sill S1,1,61 . 1),17 0,69 So bft 0, 1,'do.OQ Q, Lt i 5,700 519.ln 0015 11,89 45,61 D,.. ...P;I1,9rr.._ paa' 40 ' 0 n, ' j 5,7cti 5?I,?0 S.Iz Si U,6 13n,fit -. 23,76 2.1% I Y, V. ...w.w...00.................... ...w.ww..R....... www`!w!gKw...... rnw........ I( 1,2lu 524,G3 I,S6 00 3 178.95 36.6% A93,17 79,98 1,?Iit Willis 1948 P. ?7'/.nl 20816'4 1199001 1.72,56 '+ 7.41u .526006 1,.18 0,12 244,39 311..39 !391:a..4 ._ .56t,37 7,21u y?1,12 t.ay r1,t:t ?J97,i9 ht!•N9 17'33,7!S tt911,:t9 1, 1.2dU 924,r,q 6,39 0.i?. ?S.au 0. 1010pc0 u. 1 r..v..,.'n Kif6"13 0,ell 0,(6 21b,6T ?.Dn.35 1??9,14 35r).9d 1 / 7.82n q ewsu 01,0 0aJ;b ?a()051 8dPa 18 1492,z4 41406 �".1:. /� .. .7.iiU.. .l 7��40,....: ..._D;.91 Ufi?r,c�93.79:: :;JBtli46.: _1.8k3,04.... .11.3R;Y5._ •...,.. _- g ! r �i 9h "+rf,}4. :2s: ^. - . t - s` a::. -�3�^, r' .. ' Aii::•+tYtBt„!' i:_•.^. rVaryf�t'•.:v ' i, • .. 9ECN11 :, C%SEL HL OLUS3 75ph'ID OLOO ACH ON(* r; 1090 !i •5?f1 88 0 23 .0•, i'S.OD P, • 1010000 6, I U7113. of be 207•dI 261•41 '1004;76 So?,83 :p• 8970a3...:iJtll.i1.7....._1TbGi9B...._ .627o8S., 1' It 7.A4D 528,01. 9,41 0. ?98.91 62i,,64 1644,00 I216,28 2511—, . ..tigS+r.iV . Gs2.1 9044.. ..747OS3 103#Qb 10S•6h • 162.40 g "7.,,450 521,26 U;I4 (1;04 245.41 054,b4 1047.39 477.93 250 521.30 0622 0.04 265,90 321.53 1293.30 605,11 t 7,PSO 928.26 0426 0003 297,93 615.73 1721/aa I7n1,(;3 `~ 7,150 )32lei h,14 0414 111.ib 549.69 360,9A 91,34 �= 7.'154 i'45-,1,3 6.34 0,01 ?15,41 1120.64 301493 01.107 '7.790 534•50 60'10 0.01i, 23gr93 147i?,43 365ita 361'.42 7050 i35,16 1,11 0,03 255,ba $416,45 435•,S0 hb7,25 . i 7,?60 133,4! 9.67 0.0ti 003,63 605,61 d62.81 101,52 1,7b0 Sl4,lt 0.5'+ O,n1 2?3.14 1148,66 .340.?1 Rgri I, ;. 7.•.7h4...-9A4,93 40.4i 0.01t T..S'1•.7_h IS19941-:365.55 Stl5.45 7.7.0 SIM rf.37 0,•'10 25h.44 2434,64 A31,40 466,y6 ...._..._.7.�.?t10.,....:434,5R'..... ..0,47 0,. 024141 h54•b8, ..188491 .4601. 7:7A0 439,tin I? 0. i05,s1 1?05,39' 252,P1 321.75 7f'JAU 5:3b,12 i007 U. 7.43.56 1503.76;' ?.80,73 0.5,,1, .11 r_ 7,140 417,4a 1,1:+ 5, 258.56 2 49 3 he. S56,01 691.90 i �; T,740 i34,b4 0.1h S.OI 219.15 h43680 204641 161,e5 a• '....... ........7 J,tt_; 539,15 :,.;,e 0001 .241.72 1196lid... 261,45 ...'311051:. W iq i3h,r4 p,t: 0,01 it9o,no 1515.4!' r014,62 n79,91 Nt. 7,74t; !,3/.49 ).]4'. 0,(tt, 046.1,arl 2ubi!,64 4§4,11 MIR,19 'IYbbbW WbY bbwbb..............................I.........WIbWWWW.MW.M.b W. WMwW.wwb,W /lMryW bww 4.510 S;i:i,7i !i.CIS (1,00 31,4E 0, LCu4.7n t1.8b.: 9.S1U 9ti1•9b 4.24 11,00 134,57 41rle1 11129.'it it.31 ► 9,51,: i5?,A3 3141 U.7S 195„i0 244,34 191n,?0 2149h r -4,41r' 1114S.41) 4.•ln h.U6 ?ilf,3? +'RI•'i(' ?hlifi,�F ai7.3'r • 31,Lin 'i51,60 0.6A ^•45 3'3.np. II7.2! 506,'IA 3eh,91 .' 9.9pd 5!ia,?'/' 0,5t u,(!6 761,I0 •09,31 !S9%r6b 577,cm i! . 4,$Pb . SSu451t (),lit O.nt ?151,36 list 644 6/id,6l hN4,bia A. + 9.!tcb 9!t9.45 9.'eh d.OI 030,42 149l,h/ AhQ,3,w . 7yh,'lei t = 9 + 9.540 551,lk 0f$9 w!,,s9 35.44 118.l1i S0497b slit ,15 i + y.5'f0 544.,27 '7,1A 0401b 206,40 64l,94 99?011 5AO,rt4 + 4.5vt! 554i11 6. i!I'/,!Is 611.64 6b900h 619.19 Sisiol Of C. 741f4A ... 17,14,91 Aba,84 94=i,Jti `+S S,4p y•},hh 44l,67 1,33 9,'ita0 vvi.16 :7,i;6 a.ar. .I6,34 s6G,77 I'491,44 0.5'19 4f'�4U a!•5.59 0.F0 0,05 �?1.50 549,1N 11r37,39 37,4:5 (r 4,590 Ti6,5B Gf3h 9il's ?`ib,S1 11h11031 23U2,14 79,'sb r SIl>>r1Ak) .t1f E4H,1>ly CA(It/il�+ 81!C}l0!i 7.500 vpDFILk� n '- ..C;AQT j1Iw _89CO011:..... ?$Sob..... rAOf ILka 4 CH111rA.L 401" •05Urik0 !'1NIHu,a 30EG'1i1G •t;O�NUr.. .......... w "nb RGY CALA ION! ;SECtiam -12000_`.PRDFAU ;,20 A xf 4' TRIALS°;ATTVIPTEDTO',-BALANCE W85L- All, _CWOMT SECNUa I so'o Pit.# kt* F at 3 MY OR'XIIL I C:% JUMP. ............ - -SE CAIiTi9N C NO` 1'19 '900 PROFILC4-3 ':PIOROWU404P.P. S-__ PROFIL'ci- 11 HYDRAULIC :'JUMP ,-._ q6"t, .. ...... . ........ ........... ..... . . ..... .... --- ---------- ----- ---- -- CAUTION W140m: 2"Di500 PROFILE= 4 C07TICA, nEPTh A•S5UMED I CAUTION 3ECUUm 20.S00 PROFILE= 4 MlqIMQM,SPECiFIC ENERGY ... ....... CA;UTI, ON 4crN'Dw-' 400 PROF jjL.`E = ;2 .5 2�:Ao0..PRUMEM:,3 ky.oqxtj{,jc Junp-p 81 -CAUTION SEC90r.. - PgOFILE211 ..J4YD44UL-tC- U JI,' C A T I IIN SECNOZ EA 40f) f,R0FtLE= 2 CRITICAL DEPTH ASBUMED U. -C A U.T.1 ON SEC N 0 a_ - 2 4, 4 0 0. - PROF IJLn.. 2 14141-MU'A . SPFCTF IC-- ViERGY ........ CiUlION1 SFCNOX. 24'400 ROFIEF 3 CRITICAL-DEPTA. :'t 14AUTION SErIv011 P 24,400 eRcir-li.LEr i miNitium SPECIFIC'ASSOMEDeNFOoy -------...._:._.._a L. �x... . ........ t .. '6ku . .. .... T 10 4 aEvIO= Becliom ;2 4 . oti 6 ?4,600 PwiFu'v PRDFILE= I HYDRAULIC JUMP.0,8, I Chullo" 2 HYWRALILI.0 JUMP D,S, L__C.A�j. T lJjN CAUTION Wkdz _.P4,400.... 2 91.600 PROFILE= 3. J.i)tfP-,U . S MINIMUM ENER14Y CAUTION PODF.W.4c 4 -SPECIFIC HWAOLIC 'JUMP • CAUTION SFCN0= 1.00(r PR')FlLe-- I CRITICAL, OFPTH.ASSUfiED C071014 SECNOc 11000 PR69ILEZ 3 PROBABLE ANIMLIM SPECIFIC ENERGY ON l000 _RR-0f llL,gz I a() -TRI-AV;.'.-AT.TEM?TED TO 4ALAtliCE hSEL cAulioN sgm= l000 mphtz'i! CRIlIpA -DEPTH ASSUMIED CAotuy sf.cNoz- 1,000. p(tOwi.46. a PRO40LE -MINIM11,4 SPECI IC ENERGY CA UT YGV- _SECNUz...._ - :1 ..000 - ...PROF_llkxL R. - 20 TRYLLS, ITTEMP.T.ED-.-To...O.ALAticE...KSFL C),vi [ON SECAO= S,Oilo PRIIF7Ifg I C)(I T ICAJ. -OFPTO Allti'jMLD I- CAIJ7ItlN_.,UCNUr_.- 3,000- -PAVILL& I PRO8AftL..MINlKUh. SPECIFIC. E.IJERGY . CAUTION 'Stc*yom 3,0or". PROFILE: I aO TRIALS ATTE4PtEl) 'TfI BALANCE 4SEL CAUTION 3.000 PROFILE= a CRITICAL.DEPTH AWHED Ir CA UTI 13' ..Sr?.0 NOr. ..3,00G PROFILEz 2 PROBABLE Mitillklull .'SPECIFIC, ENERGY_- CAUT 10w SErfstllm 3 01) ?NDPTLED 2 ?') TRIALS ATTEMPTED 70, OALANCE w5E!. CAUTlnlj ar.cloa 3vn00 PRIJF ti,f* r 3 CRIlItW'0EPTli ASSUMED CAVY.IVi , -5EC!,113C. 3RO00....VRa1F.It.E7_.. 3 PROLIABLL MIk-11Uh ... SPECIFIC. ENERGY c A ul i I a H 6 E:-cN ot v - 3.o00 PRr)Fll.fc 3 20 TRIALS mempmf) TO BALANCE WSkt, CAUTI.Ok., SECNOA.' Z_40000 -PROF11.6m I CRITI(;AL__OEPTH..A3SUr4.EO_ CA'UTJIIK 3f..CNO= 4,000 PROFILE: I AIN14UP, SPECIFIC ENERGY CAUTION SE 1, NO* 400130 PkfJFftErr 2 CRI.TICAL DEPTH ASSUMEU C.AI).T JUN ...4 OO.0..-.,Pr%OFLLEX..2 lillillAOM -SPEC11 F 1C.-lNER&Y CAUTIn-m sErNox 4,000 P9OFILEv,3 CRITICAL DEPTH 456UMED C ALIT I Om- d E C!'4 U;. iiso()o PkIFILGz 3 .114IN1101 SPECIFIC ENERGY Ll 4,010 -PROF ILE-' 4 CRITICAL.I.OlEPTH 'ASSUMED, !'CAUTION SECiol)v' 4,000 PROFILE% 4 MINVilAl SPECIFIC ENERGY CAUTZUkk 3frNOz. 4..580 PROF.14em 3 HXDRAULIC JUMP r cwibi-4 aEcmazz 4,5jkf) P$;'UFjLEc 4. 66R4bLIC JUMP oes. _tAuti-am, -SEC.k(Lu 5g.0.00L -,9PQF41.Em'lm1 aCRITIVA6 -DEPfH 04AIRLO.- CAUTIo" %sc CHON 5#000 PROFILE= A PAdilAOLF PlINIONLIM SPECiFTC FNFRGY- C A u r ui-N sec No 5,000 PROFILE: 11 20 TRIALS ATT6mPtED TO BALANCE l%SfL CA jjT.j ON, .0'0109_ - -.5,000, ..PRnFjt,Ez 0.4. 01-71CAL., OEPTH_AS$UI.E0_ CAUTI(IN SEC14W SLOOP P411MEm r4lKIrUM 609�11FJC VILKG1 CAUTION 8ECNO:; :58004 PAOF 10�m D'. T.R I A 1. A a AlTEMPTl:D:TU BALANCE OSEL —4- ......... ... ........ .... . :2 p IPN SECN9'(';' 5,300 PROFI�E= 4 CRITICAL DEPTH 'AWHEO ; ¢lp . F'A I I T I n W IiPrg.40 q - A (i A PRr)I:Tl Fa 4 mT?qTmtIM 3PFt?FTr ENERGY A CAOTfly4" 9EC402 y,y04 PKp ... PIL i I SUN .SIykC�FIC NEf#mY ��,: CAv� IfN SEUNOM 5.400 PNTfILiF 2 'G 'ITICd'I 'DEPTH. A33UFiED ! CAUTION S£CNO- 5,AOO .PROFILE 2 ;'HINIHUM.SPECIFIC ENERGY ' CALiT.IDN SECND= 5.400 f'k17FILE= 3. CRITICAL DEPTH ASSUHEO •; '--GAL�dDro---SSGMU ----5 4C('-PRDFI4€-:-•,6.._`tiNIItUM.SPECIFiC,-._ _ CAIIjIDA+ `$ECHOs 544p0 "`PRAFIIEr,rp CkITICA4' {)f PTH AS$UNED,' '!• +� CAUTION 'BE'CRiik `5,40D": PRO Wviz`4 MIFI�!UM SPECIFIC E�IEP6Y . CAUTION 'SECNO- 5.600 PMIFI14E.- I HYORALIUIC JUMP 0,,3, r l CAUTIf?N, SECNO= 5,600 PF(IFJLF= 2 4YrjkAULIC'4UMP Do, ILEA•. 3c HYpHAULIC... jLi14P-..U..3:-..._._......__.,.. _._. ..__ _ .. .CA UT; ON BECNOx= 5,600 -PR4FILF•�_ ( tIY.URAI;{IC: JU..`P D.$, .. a.r,.. d'.'. GAIiT.Tnu'.SEG O� Pp/!FTLE= 1-'CRI Tit AL'DEPTH-ASSUl4ED-- CAUTIVM .3EtQ0 1i,00U f'TfJFTLF'- 1 MI>IT'+UM 9PEr.IF]C ENERGY _ _CAUTI.m -iEcomz ......--7,22.LV.._RRUF-iLE.= 2,._.CRITICAL-Dt:Pv,. .]..ASSUMEO_..,... ...._... CAUTION - 3EC�!)= .72220. PROFILE.- 2 MINIM90 SPECIFIC ENERGY kI --_GAIT•T.t:nf:..._SECWV=- WSEL: ASSUMM RAM ON'-MIN01*F,_... ...... ..... �. CAIITIDN SECNO= 7,k'4G PROFILE:= 2 20 TRIALS ATTEMPUP TO BALANCE •�8E1. f"• CAUT1rm SECI.G= 7.2Ah PROFILE« 4 MORAULIC ,PUMP D.B, . - - CAUTION SECNu= 9,000 PRAF.IL'E= I CRITICAL 1 A33UNED CAUTION SECNUP 9,900 :PROFILE= I PROHAPiLE MINIMUM SPECIFIC ENERGY f - GA:UF-TON ._St'Crvlfa_ .._._9,ge D:-_pR11F31..E'm 1 ..20-- k'l A4S •A.1TEMPTEO:Td B•ALANCF--WAEL ... _ . CAUTTON SECND-^ 9,000°.: PROFILE- 2 MITICAL DEPTH ASSUMED r.j CAUT,IUM 5EC4U- 9,000" 9POF10E•= R PROBABLE HININUM SPECIFIC ENEPGY 'a CAUTIOM .*eGAD-. 9L,0ljt> I'RUFILEm•.2 - 20 TW.IALB ATIrHR:TED.. T.LI..OALANCE .:f;El. . ooj iCAUTIUv SECNO- 99000 PROFILE ;:3 CRITICAL DEPTH AIJSUMED .CAUTIIIN SECNU= 9,000 PROFILE= 3 PRbBASLE t4INN00 SPECIFIC ENERGY - CAUT=I+�y ; SECNO=_......::y.�3Li0--PRLtE.ILF.-.3 20 TRRIALS Al-TEMPT£G TO-•HALANf.E. KSf-L » .CA(1TIDre SF.CND. 9,000 PRIIFILC= 4 CRITICA!, 0F.PTH ASSUMED =J• CA11110h SECI102 9,000 PROFILE= A PROHAULE !+TN1f4lJM SPECIFIC EI:EPGY CAUTION .8ECN0a.. 9,000 PROFILE- 4 eO IRIALS A:l fEHPTE;7 J 0-84LANCI:- "OEL CANTIUw SEr^w)c 9 510 vef rIlt'2.Ck T ..:.CA(JT-Ir+u...SFPJD=.. 9,Sd0I P(rI1FILE= 3 . r' CAUTILI:'' SECTIa 9,510 PinrFILtn 4 CAUTION 6FC++C.: 9,5in NPOF'ILE; 4 CAUTIU,; SECt.Os 9,K2.(1 PROF ILE= I. 1: CAIJT7 .8ECNUa 9.52t PRVFILF- ! _.CAJ1.lI.Om..._SECNUe..:;:.. 9,y2is ORLIFILF.= 1 CA1!TIII�' SECKf/- 9,S20 PiiiiF]LE- I' CAUl1U4 SECwq= 9.520 PR!1FILF.= 2 "• ;...-CAUTION. '3EC.4q-... gon-..f,(,UFILL- P. ¢: CAUTIUra SEC:4�t= 9,52h , PROF .ILEr 3 CA1) P.-45FCNt,1- 4.520 PN'JFYLEc 3 �.. C4UT-1Did . SFCNdc: . ,:y,.g20.. PROFI"m A CAUTION SECl+II- 9,52D PROFi6E- 4 r CAUTT0N 5£C`Jp_ 9,520 PRfIF'ILE- 4 CAUT.LUN--.,.SECNDX - .9,520..P-ROV:r1,F_ u I 1r.AL Puri A0SUI4ED MINIMUM SPECIFIC F,I.FllGY CRMCAL:OFPTH A380I1,F:O 0lk:1!(!r SP}C1FIf_ EhFI;GY CRITICAL DEPTH ASSUTALU PgOBABLE MINIMUM SPECIFIC E.14M Y -RU TRIALS ATTEAP'ro).TD BALANCE :iM L CQ1TICAL ❑EPT4 ASSWIET) PROHAAl.F. t(tNV+UI• SPECIFIC kkERGY 20 T1+1A.I;.Fi._.fiTTE-MN(E1- Tn BAL.ANCE-•.SFL CR]TICAL�;#TH AS51!f+EC PH0f4ArlI:EAIt4lw-Jf, SPEC&IC ENERGY 20 TRIALq-l'lT.TEHk7Erj- TD SALAMCF .:ISF.I. CR]TICAL.'-DE.PTH ASSUMED PmQhAFLF;mj.IN!J't hPECIFIC L,4Ht,T !G tkIAI.S AITE.r+PTLv t(i NALANL;L. urE.t. ' CAUTION SEC!IEa. 9,S41i PRUFILEa ] P0U11ANLF }:I•`i14IJl1 8PEC1f'IC ENERGY PP...:1FI4.Ea I Abfu Ab30AED RASF:U Q'i MIN._Uj.FF.. CAUTION SFbium 9.540 PR^FILE'.= I 20 TRIALS ATTEMPTED TO BALANCE -4L CAUTION 8F•CNtle 9,540 PR9FTLE- 2 PRf1UAIlLE F:]A]•llim BPFCIFIC L!IFPty - CAUTIUl' SEC(JUc.. -9,-54(; -•PRUFJ�ua .P "LL ASSilUEO t)A5f:U Ury N1N O.Ff CAUTIO+u bEC.1+Um 9;540 PRUlt f''= 2 20 TRIALS ATTEMPTFLr TO BALANCE HSEL . CAUTION 6El,-NP!t 9.540 PP•LIF ILEm 3 +SEL ASSUMED UAbF.0 UM nix 01F,F 0.RIIFILE4.,-3...2q TRIALS ATTFMPJE4:TU BAL.AAICf...wSFI:. CAUTION SECNUn '' 9,540 NA01LEP 4 -#81:1. ASSUMED BASFO Oy MIIJ DIFF fI• CAUT]IJ(t SFrMlj% 9.5410 PROF ILEx 0 2n TRIALS ATTEMxTFU TR VALANCE m5F'1- i� • 71- ...... . . . . . . . 1-7- Z' V-7-I I A I- 51 k 3,1 A A.0 A A k A i ,7�V -NEU khEASE IAI 97 ......... TRRIil FOG mi i A 0 !k '/� { �. 10 ..... . .. ... .... T? Cj)!J%�TY FIS. 4 sp:: YEAR. PkliFj W-W PRF aft, ZA ki v v H E, c ALLDC :ITPACL I V L 1: t 5 ki. A, w o.•.. it . ". a.kr►f►A►t►.sae►'.A.►►•►a4►'A►,w�4k►ti►M►'►A►:1 ►At►►►► �iT+'t.HErtd• 'AistBO rb 'UPiik Ei! ►(1614'I7 .. ..... ..'., ........ ... ... .. ..... ... .. .. .. .. ..., ... ........ ....... :. i�Lk ASS �JCv l >.;ig(KxCict.�:Jai.,....Bp:��tr�A2cS3._. .. :' ._.; ..... ... ..........,.... ....... ...... .. ...,..... .......... .._..... ... �t_ - .rr�r,:►•►,.fN.M..4u,rel:lf r#Iu�..r+e.kr.#9M�fy. r► r' AL'fF,"4tLt. fU'J11Y �� -'f S. !^. rr34tr Sr!rYr ♦ gp!S YI;A�ii 'Pi+ii[Ii.Ey � � :.0.. i .. 1,31 1c v T9Iti 1T1KT 4SF. T air, m 145 fi Ak.L Fg *i J$ hMiFJF' (NL!lI !+Mh'Jy ><srs'V a"��L4� FH /LLUL. , •;.I i 4 , felt • 1 .,r I " • I r uL........ ... ....... ... ... i.a s � fir: :. I � +.r, .. .. .... ... .... ... .:... _,..._.. .. .. ., .._._ _ ...... _..__. ....__....... .. ... ,_.� .,..._....._...... - 'ice !.. ,' •. �! -• � 1 ;d __.._. .- f :'il ., ,5 _ .x __.S �w 'i�Yfaar�, :Y a•. •:Y,i J,"a.Y.It .r :,,.., -j'a.•uiA .F, 41(�1Jsl.'' :x'Vdil.eJ.E(nlv�Rf6lfl'Yl/ iir R�r 1 /. +Nit+AA►'iia�A•�A�tR►.RiA��>vAAA#II�I��,AfIRa►i►i//ANitA►A► '/G .. - � � 1 • KB�q? �1�6dA�E lii,f�u. wou .+paaYfu• rluut4tt i, . 1t�.; '• •,1 ly.�.V'yM>ye'GJt.q.�s,.rn:i.. sn;'.�rl.aa.v� ... ..:• .. ..... ......... ...... ........... ....._....... .... ......._., AiAIt R6A4►Rt°R►•R1f i.t•IIf AR►►IN t4f ►RRkk•ttR�i/RAipt it 1:;• ss J •;dktr. r.. i 1 • i� al,ri; +7RAE. �. C4%'�liy f j1 .+G `IF � � � . 't 0,'}i�, 11iu, i 5an 71'.4it lt.r a 'dl lS:tlCx 1..._ j•,1 E'tl.l S!.1 kli+TC }v)n9 5;.1 f.U' w Jt -ONOis ;v{_+) 1'Kr,•9 xalCv r9F,CN Fs 41, C. EI •' E ,• , I.K.. :....• .. •(:�. .. � it tr� :I • 1.1, '�� il• �} f:ll�tl ''III• +!• i, •li 11� n, �► I` 1 • 1 I , ..i 1 y. 1 + Y ;t .. - v .. ..... .... ...... .. .. _. .. .......f ' .. .. ..... .. . _ l .. ... ..... _ .. .. .. ..... .. ....... .. .. .. ... ... .... ... .._._._. 'll i • r 1. to ` A. • 1 .. :s ifsl ...... '. ... ... ._.._ ,. • ij •�,A -. - .. .. ... .•. .. _ .. n.4ffi5". • .I_.. �.. .. .._. w AL•� f.-J.[1:n`ti\. r.. �. u,.. . ./�,_-ct, _w..,. .....w�LA._I yI Jp IL .;.--I *k.t I Itot 8*44 a a A a AA a* it 4 a it 4 It* AAA#% It A a A,* 4, A* k to ** A 0 A -4112 AEL(ASE _3016 t k"u 4 r (Irq p m 01,1,0 '110.91 F.1 CA 11 J 111 130a.h1052853 k t 4* *1** 6 Ad,** 4 to to A A 0 t.3 (47 ?IJA k v i AI LIJ I I)F CylC. i ..Jvs$k In !11A;%liA!(y ur kltsflita.. LIST Pit!*i4.ha 4 CRT I Mb, -API R Ah:W;,lEU j C101 til.i hkc'%'j= 9. v.C. IF MCI 14 !`I,-Vuv 14PPICIF If; ' IWM'y f4m.9flal1 JW,. dC 0WIP TL k R 3 IlPtTIVAL I)FFIN •AS.44104: 3f lVk"• s If. V. 'Em;v 0�1? J RE2 if -_r(1 I R0. r)Epym Aa5)'!61) CA'! I I It I bf L"02 eRJP 10ix 4 PREldibLi-z 11INNIUM '24PECIFIC ii%v,tTfril Ic" C A t I T I (11. 3jj;,.-Ij9 P 11 Of 11, L 21j'1RIAf.i' ATTEIJITEv TO -b4LANI`6 49CL L L . .... . CA ill, I UN Se c;t 110 a PR.OF 11, La 3 -.0klut.lc jums, o'so.. t ),S, C A .11 1 I.i -I 3t C -;Ilz I C A;i I I s E c U. r'A V.r I L E ilv,',A0Uk.4Z-: JUtY 0,8. CA Ill I lit, mx -;ow 06 aNilf ILEP 4 CRI (ICAL DEPTH 00SU"U1 CAM lun of 01A 10 9.4 or I U X -A MV'IViVt MCIFIC -KNEii6y C A .111 f.1 9 c, PROr V.F.9 4Akh. Ic III V ),3, CAA Ju: -.0 ILI% U, PI.ijf I,Lz ;j JJ :F '10- k C4,01W Z" OW P PWIFI.F.01 it lIIN JL coil I U.:; 5 E c -t I T I C ;,L PTA 4331JXf.V tj!'VAII" Lt. K",10GY 9 OR1 ILP.4 I r1ilTILAL UlAl.. 1D c s .I I L', :30;-ja N 1-�fl , hvEC IFV - k rdtiv, r. A c N. fix M)011, F, - I dyb4A :LIr )ULP 0 &f r"s.1 a "s OwiF ItEe i#nWA.,;L1J1 J-1,0V I) rj 1:4,! 1 P# C '1 44 4 It W.2 .1 1 4 1 IWEC IF Ic r,,r-fGl L ib,W VU, c fif tkutt P4,4 'CAL CRI rWIP), A9640aD x c, PROFtLex I P1111,1044PLE 1,110NL41jt1 SPEf.tFIC; E}IiEKL;Y -4 1! 9 a±tlFtLta I 2J TkJALl AttE.MPTFO Till 1tA1.A14CE V.'jF.L CsAIr OIL 1. N:)% d PRUF 10f2 2 CRIT1174t, :)PPTH A.MWE'l c a.17 1.: 1 5 F-c 'i a 1; PROP I L L 0 0. PREJUALILE 91I11'iJ;t $?&W IC f U011V CAI) I Vill C P all, TU IAJ,3 Aft Th"Pffi.9 It) AALAIXF4 f,,IFL cilITIC1.1 AR.,402 0. W(HOIJAX I CRIM41. fFPIH All MED i Ctimi.-I uc!oc 0. PR IF 1L ` 2 1 PROMAULF Ifth,1HUM SPECIFIC EmIF.4riv CA,)VI). stc 41:1 C, A I eo IRIAL3 ATI'VAPT61 TO 6KAHCk *-.*JLL -CAUT 10 = 41 E L: VJA Ki,DrJLE= i? ;.CRI f ICAL DEI 74 ASSUMM aRECIPIC UtROV. ^,0iJjALANCE (A A PROFILES 2 . V 7+1IA1.3 AJIEIsPtff) AM ........... CA!IT1!)a Stella$ .FROBAN.E t4lHlHlj.q, OPEC PrIC, CNIF"01 pAAi'"FOM C#tiilOn' ;9�taltla 6EENOa '.9:� ;':O� : .F'r:rn X?aVJjGV PR{SF L a.,.1 .MINIMUH.CPEGIFiC+'-ENERb.Y 1 Ciw`T10 9ECN6w tf, f'�OFSI_Em 2' CRITICIAI "pEPTH A9JM¢P r CaliT.tam urvm= o, J. PkOtLE. 2 firiapUk SPECIFIC'EI+EROY P.C4UTIi1•+ .5ECH1r- 4), PRUFdLE= .3. CRIT)rAL.pEFTH A ;BLS"#ER -lku� Sa•GnBx _..ya -'!`k�F?�,Es .i )iYaiI#�:1 SA€CdFIC :E#.kk6.4...... P�gf>LEa•.a CIiI.TILgL:-DE ,P.li t gUTiDiv :5PCPU 4e !RIyFL4l:? SPFCIFI-ciENERGY I CAUTIUN 'UECRUM. ay,':!• PRr)FILf.a S HYDR 6LIC J4!ip p $', • ?) CAiJT !?^ SEC I)s U, kR(IF ILE * •7 hYU fkULTC JUrP D':3, Cf,�.ITIu1! E11:Ua !i. ofmlU LE= I CRIJ11Cni_ +DEPTH A`iiUiEU •,am ,i. CAl!'Tt,t11 SCN t;, Pi1tIFlll- 1 1,3!^INIMUti PECIFIG ENEN:Y :: g CdI�TI,I,J #RCrY!a= _ .4, :. ....frRCB�Si:= 1 ZQ IIfL4Cg AiTF'N11Tf!u_xi7_g!L.AuC6'.._w8E'L _ . _. C1441(i:^J IJkf 'i[1=. o, PROF Ii.Er- 2 CRITICAL DI?VIH t,A54hE11 . °. C4UTILIft•. yHc.-on. V. Px#!FI: E= P. !'I'+1HUfl SPECIFIC Eri2Rc,Y i .._{,,....., r#r�Fii... ;pougnx PA-.It11AI:S--A1TE;a)tTEi. TU-1)AJ.AuGE 45I�t.. s;A!iT 1. St.0 JU, U, PAPFItA.- 4 CRIl XCAL .DFP7"-A84UHED O •• ��— Na!'CFI'IY'e u .M114j11f1n.8PF(fFIC l CAIJ'rACi:: -shCaO= n, Ng fir" ILaV ) rFOI1 1.LAl, DEPTH 455;.!f!FN ^..','PECIFAC Ehf.w Lil .. ..J , ' #-r,AIJ'7IOt SEI:,�'cl C', '>.I )'•MFII,¢s. Cklr!1tAL. PEPT4! ASSIWED • ..'.CAIITIf, Skgrlkls '.... n,.,, pynFlt%= 2 r°i.+iihi>-4pFc)F c f.,NF:qp,; ;. tr• ,A�fT„T.1,>r.:__!'sEC4:rlc p _;.WPf1F'I1:Fa.;.. CI Ilf.cA..L. Dt.PTr'-A&St.-I t. .... - ... ... ... .. .. .. _.. _.. - .. _..... ..... 1 i ('. A.:iT I.:-I� i.EC��1]= C, Vs tr4 1. Y.= 3 n1h]',li"! SPF';191C E!:F.RIiY :I CAt:T.In 8J1'C'+U= G, 1'ROFIL.Fs d C1141r1CAL GFPYp a9511I,Lf) C;:Im il. .. ....FRpf 11-F= a elr.Iall:.: SVFC.J.ti tL E:.1rGY eAkIT TON 7.5. +!� .PilUF.I.I.ks R Hof' t;V1l;I.1C J1!slfrOR$* cal:TT:;, Sccr;Da a, r rFIt.(s:, y I Jul±F' #:,5, i .CA1J1 1Ur1 h:ffC%`)= fr, OR11FII k= it riY;;;;liiLlt, JW"P u,S, rY: ; IT, CAi:TI`;i'-1 .SEC:vJ= f:r•' vi+l}Ftlf= I CR'l1ICR1. npoYH A�tiU'+EO i (fI!t 3Er!i,)MMd'r;i'Hlim SPEft1F.IC FNERrsr st :..:C.t.71T11,;1 5i•,l:i;ba !,.. !'•'�'f14k-= 2 (-P11TCAl. `)E,rT.r acy,,aEl; i Ca,;'11{r+ .4:, :+ 1. !u- , I'�+rr'..I r.7,:J,.! n 9i f (TF!C F ••ci.G'i ; ,.. _t'aul IEa! ''`�'�"`'•C�L'Tl.ii+. ;fcCi.,:l¢ f', I4i•', F'I6lS [ 'rrSkL� hS3u!'f;D �R5kl; .I:^:R: hrF1' .. :;e. :I SEC^ii1= ;+, PRI;FII.F= 2 Pa (NIAt,S ATTEh07ED Tr) 11ALk,rF nSEL ' .rAiIx 1.1iri 8F :,!;c t:, f'WAIP1 Lf,= 4 HTU0IAt!L.1G- JIIr;p -;I.$, i • C (,, 7tt:;fIZ ,. rl#nFI1.gIt I CkTTICi,L Sk.Ptki P9Si•`•1J) 'S• i _ ..Cp�::#-I•" T;C:.:i'=. ,;, .. p.1i ;,+#�I1.K=- 1 rn.; n.r. t)a,.rn-. r r f fl + L. 'r.A!ITIJN BECa!1= (I 2ktIF14.Es 1 i?0 1WIAL-S A1TFmPTE1.! t(t.BALViCi: ;;kl. r f: CAirT PROF It.f,a ? CRtAMA 'GEi1H 4S:iu,iF,!7 _ "'. ft;iJTI;) .....JsruU=_P'i+3F.ILEa Pq(GykCsLE KIK74u , SPGISIF-SG Eht!:UY . .. _ J- 1;.ppi1�1;.. ,SFCIy,pa (}, I+R (IF 11.Ec r 2r,-Tf:1AI.E AT1F^•PTEU 10AJALAHrf �SFL °;J}J, f: •. SE C•cfSR h, 1'NI.F1 I- 1-. K 1: R'lT it. AL t)F,'P1ri ASWJOE.D rP il'11.F.m S +11e,00kULF.Mlliil!WPI-614Clr"iC-Ulf Wit CA41YgK'' y4C"IIJ= U, PRrIFILEa ? 2D'TRIAl,3 AfYErsFr(r- TO fIAt_ANCF ASF.I. C3) CAyTIQr+_ SEC:U: li. PF?11FIJEC C#{'ITICA,L, Uf.PT:+ ASSUMED p%ORAIT#,f?!TdFrrkl!t5-3P&C•TF'1a•f.WWRGY..._.._._ .._.__. (m CAU..)U $EI:'+U= +;. P6 FII.£a 4 ni )HJALS AYIFhPlEv 1-0 i7ALi.PJrE w;IEL, I CA1J1rUlk- S1f rN , #'x,tFIL - 3 CRIIlChL iJEFTH ASSUMED CFU,TTUP# ,oECur#,; "AF PRCFIti.E= 3 'M1nlfs!J;a.OPECIFI ENERGY ^ Cr, �6UTtU1' SFC4nx :;1{;" PRGFTLEM a GC+IIIC'Al. DjPiH aSSUFJe'D i�, ,.. !�74n!7Ml;bi..$PkG1FIC-EAtER6Y.... .... -- --- -- P� CAl!"Il�t.t, .SEG :C, t), i Fkl)FIIe.. ! GRrri:A� DEPTH gy#ir!Eu ... %'. :::. , , .it/�r>ul..,101, I4i Iv -:W 7 'C 7 110 t1I Qo' I W DEPTH ASSVIAM- t , C 4�YTIO N isec 1.0tr, -"he' IF PROF I I-em :PR. g."NIF MINIMUM. SPEC,IPIC FINE.4 A c A uyl Ov StV400i 0* �A(!FlLiz Z 2.0 TRIALS AITWib TO BALANCE 48FL c to T t 0!4 01 PROFILE? $ CAIT1114L DEPIN ASSU149 -Nil, M- n -p.RpFQLgi ..20 BALANCE WSEL jo PNOII CRJTICKLOF SiBLE: 4mvium'' pecwl CAIITIDni $ECNO--.- PRZIFIyZ= 4 2n T4jA4,S AltEMPtLU TO BALANCE wNEL 1 0 . '040FILE"C"i* L'13E4 ASSUMED .BASED OR m1u DTFF cul Lori F; -1 10 tv.1iL S. ATTEMPTED TO BALANCE 671.4 URN oz: _.aoj_ 2 RR ht. NIMUO.:SPECIFIC ENERGY C A.L.11. bm C:40:! kQ, Wfl�kzi P tiRSFI_ ASSUMED BASED ild MIN [TIFF c.AvTluu).--' 010=. _Ij • PRCiFrLL_m 2 20 I'RIALS.ATTEMPTE0 ill SAITANCI. wsk.L CA ki I fj a W4 D=_ 411 . ..... 414F I * L Ex_ 3 -ASSUMED -RA30 Ph " I F F fy. ORD'o P, jig RD .TRIALS iAlT�WITFU TU BALANCE YSUL CAd.T m 'o L:V�UF iL-kji� 4 WS6L ASSUMED BASED (P4 mVq DIFF A-U :RROFILFI- .4 .... 2Q..TrIiAL$_ ATTFAFTEILYD RALAMCF-w3ft.- 0. 7 e7" sC FL17UD dN84+RAs)C" y t c4- E r)ATn � r ' f,A n • � n : r 1. ,Sn 1 0, s. Stiff YEAR I R j ;:•.� i1a10O "NRZ'AM. FaCT1jR FOR- EN7IPE. R{ AG1t WFINrl, SFrT111>v5 _....._._ ...._ }: -5E6Ti�F)_..r41ru1.OT4 ;- ...:..__F.t,F a7-I4N 01FFFUFIcr€: ..._ .. i (` I f•"OIBEh 01STA41U5 W..FFN (}A$ FLIbA) AW0.It .. ! ant xr. 0.21 n .1------.._._..1_•UOfi-. .........._....n� .......Si3Ot%.... ..�).5(' 5.fix) .. ..... _ _ ........ 14301) :..1617, vsea ( 1.407) 1.667, rh,t0 •1,7b 4.2u I f! 1! 1.6Uq...... _:ah'r;3¢ ....F..11 - 1j714 U.26 a ),7^O• 1.7i3. e6,O9 -1.78 u.27 ?OSo. -t+.)= -1ri)a n.4t _...2,r00 3.31RFi.. ..5:'70. .. .,].tit 4,Po7 .. ....i . '. :3i700 4]!j(), �2,Th .1.29 4,78 !... 3,600 4375. -3e99 -.1a2 IMP, 3. �. if, ....._...__....._:u60'hc......_�4r;S.....;... .4eu3 i.5•l ,. ... .......: ... ...__.. A. ... .- . ' r' 4.00a uh25. -4,ti3 .],U:S I ' rj.mill n.JAiL, -4.64 -1.43 3,UN i� I ;. S:2:FU t916r -A.09 ^1633 3.29 �.1.. 5930:).. 7054. -t+.$U n' i---'---._y.,400...:..._...71:)4,... w1 a.-- ...Is3i( 6•hO .. ... .. .. ,_.._..'-. i b,U20 -13()0, -5.56 -1.79 5,07 j C. 7.fml, eS00• -2,6111 -a,9V 3:5b ....-7,51;) ... 9V-13 -4 1. 0... .. _ 5,o90 101501 .5J13 -I.bu 3.95 ,•. 9.U'Ot, ].13t0U, -4.9i', ^).58 3.8ti - f ----9-r1.Oki ).1-;ib.U,-...4.9) .I.56 3,AS. .,.. . _. .. ., ... .................' 4,H4ri .s ]UA(.. �-U.92 -1 ;59 _. y.9tlD ]Ua90, -5.21 41.i1n - 5.12 1 10,00i: IIIof), -b.7h -1,66 5r02 11,004 13390, .4,,P..7 -1rF4 4.12 O . '- 1d,000 15225, -3,Kis -2.16 3.30 3.o0r, tb?'.ih. -5,7P -1.5r. 15,04(; 19dtiu. -a,/4 .),}2 4,66 16.(1lit: 2!!650• -S,J'-+) -1 .h4 4.3(1 !;r' •� 16.110 aQ?Q2. .},4.3 -1.hN '' ' ' JS 1-611 io - - 20V P,. :RSV I9 J(.139 .. ... - 16,140 P479ra .' -5,19 -).59 7qh 16.151', ?'?4j, -( N•l -2,25 If .. - :"IN.:UO 'd21tiS. -U.•+'7' -t.b9 U.ia _ _ t, if .. .1-h,bil'.i .... .22174, •..4.53 «].7d U.tth _ Ih,9OU 22557, -5.94 17.U,'10 ?dh1S,. .b..11. ..),.,3U 3076 1b.000. 6 -1 .24 :.59 . , i 19,4'10o 260,40, .3.20':: -1..01 ?.9:5 t :,$A.' .99 2,0;4 :. .- .. ..-._.._.. ...... ._... ..... .. ... .. .. ...... ... .. ...... ... .:... ... ... .... '.c. ...t'1 , 1y,7U1i 26n'iV. -S.fY -1.'}V •2.h7 19,99(', 2n525. -5.117.' -1.87 1.h6 ), N. 20,nUC, ,,1,yAn. -1.ON :i•?'6 _....... .. '... .. .. .. _ _... _ 911 19:365e ^a.7b 3.Sh .;1�8% 2,6g • 20.ti0+ "4. 7 -1.33 3.55 'r 19 ..3r28...._': ......._.......... .... _... .... _......__.. ...:............_...-..._..._.. _._. .::_._...- - _. ......_. _.. .._........ ?14100 294'19, *300 -) •Z2 •' •'.P, ,Pnn... : :'aUai.n=_ . .a,aa.... .. t. , t _... ,t,:no... .. .. i?ri �41410171"" inn 0 14,000 54450t -;A 44 904. ?,go aq 0300 35535s -3,16 wo * 06 also 24g,400..., 355ft3fif.. fil b ills . ..... io? o4,,49 0,67 0#74 .... ............. ...... 1) 'aa(l at-966 1 144 0 M47 0,260 361$6, MWS -2,01 3'3v 166017: '06 -460. 4,12 %4D if.90. -atol u 5' 6 D 371340 q 05 .1*72 .7.16 I 3r6A6' 9-st'jill Off140 IlT so. fl5h61 C Owl? 17863: .1 afs *3 t.se 3J41 -7j14, -1910 .. ......... .. . ....... . 1 *140 lbsool -5*02 02,01 ii '2A a 4('566l- -3,66 13 ?'bfi -11,59 -1,19 29131 .5'5m .2,140 b435 but 14, ..ds,97 5195 41425, "2O91 -1 'ua 2 & b 3 R'k I (j 423A4, R360 0c'q3 p 4 10 . '93 Y d!1 is 4.000 *01 "iffub I oi'2 4 1 11U, 411111" 00'a4 *o 0 7 fil 2401 a . 5.-) 44221, e 3 -0,74 1 ov) .05414 fill? W2,9 1 aq14- 4.5fic. a?, -54bo P2.50 2'99 5 q 44355s 4.3.07 -1.07 2,60.L 5030c) 45668, "Johl W0'.03 1.079 h, ? a(l 0584j, s4.49 w I by 1,qb........:..... b ('0t. i46005 , 4l7b "1410 I .00ii 4n855, 01 'vG .0r62 0 6? 47146. .01.75 .0:53 1.. 1.'44 ............. 47196, -1 dfi 31 1 406 240 472 % tall 0.91 1.75u ;s/244 , M0,9.1 .405 .0,94 . .. .... ... 7,790 4sk382, ofpl29 -0,08 1,25 dio 4b432# -1's0 1,700 4445S., -.91-057, -0.54 7 4191" M%`il)h , ol,bQ V 54 1 'eq 14,000 46645? -1''51) 0,53 1,28 9,000- 5u0b5' 9"S 10 .5o a 4 5 1.09 1p ij:5ao 50195. -`•1 fp.� t-0 03 1 D:Rl 9.'s4v. -SIM&O ko. 4.5 0,40 9 "j1a soibb, .1 .65 011ie Q.97 ....................... 14 1 ................... .$jE 1014. TEO 4 YG - FUR REAC:i _-mb 2Z ."1,35 $946 . t,k� LO F14F FOR t.10'VCA H k-171i 62.41 OF THE NFACh IjITS114 1.0 FEV FOR :!THL, -REA C Lltw ........... TX ..... CD�.TtNIJOUG FLOOD R4Wq m. r INC TOTAL ;k;.AVG ELEVATION DATA WT6 TD' a'. ........ . . . . . . . . . ........ -------- 66 '109 16 314 4' 9' 300, 304.82 314j96 05.14 aws fig 050, 1006 400. 310415 315 34 5.19 60 901 aso too, Sao 1.310048_41'son ........ SOS- ................. ...... .116 'it l0i3o. -isiii 00 a', ]10,A1 , 0 '700 Ii I No -ilq.. 4 X.6 o49 ..... . .7-1- _401 :1060: 312$12 .317.64 05.52. 75028 -ass .160, _tt ...... . ... 1104. 12.q45, -3 145001 Mtj.-58- ...... . ..... .. .... 13. - 100's W�o "60 -5'36 '06S -fit .1j:A .. ......... .......... 15 �6 79 4 1504 3 o 1 3 1,4 , s 6 1 ass too I 1604. r 5 rj 3t9.94 :85 .%-5.44 055, Joo, Tv.. ....... I b Sall. 6 63 1733. SEC, loloo Is 1000, %315008 3?1,18 -6,10 -slsi 05S 100, 19 19000. -41-15j2h -.Ap, "s $4, Qss� 1.00 ....... ........ .. ... .. ...... 20. 2000...315.45 321.07. A 12 .5:S� 6SS too ?6601 ..SEC.. 2 6000 2 1 - _2 1.40 315 -Ial; 76-. mbele KS 159. .055.1 .. .... 4;" ...'. too . ........... 22 x2001 31S000 321.90 rb,10 .5:6., ass r.loo: ?3 2300, 315.96 32203 "6,07 -s5,64 055 24. _322a 1-5-. 4b . 0 3 .-Sobs Ass . ..... G 25 2!500. 316'e6 i32?'428 -6,00 ..5 67 .055 00 _26 2600, 316443 3Z240 -507 ..3th: "S.93 "9.69. 0 S.- -.4 ou ............ .. ........ .... . ....... 5 a Wo r 316q75 W v65 -5-70 .90 055 .99 P900, 3.16,91 '32P.,77 -5,6(� too& tool ............ 00.0 ... ... . 31 Stool .311422 �3?3 e02 -9 j,80 c; 71 100'. 32 3 3?3427. _4 oo-.:- . ... ... 3325.4 SEC. 3,000 34 3400, 317,74 323.31 31 -.15.57 "501 W75 too, 35 -3900, _115,00 _]Q-3 $6 5,0.6 eaB p 69 U60 3 1419 24 323*16 44,90 055 A-66o.. ew �Sj.ao 33a,55 323,10, 144 '56: -5 64 055 -91 4; i 4 . JA 39 3900. .19110 322094 .:: .3.8 4 .5,56 Otis 12 110 4000. 319.38 322pW: "3,47 -S.sl .055 91. .31-9,65- -322,77,j- -3,1? 055.. A1.50 .:�.L 'A.1 ... ......... 4204: 42 3'19.19q. 32,2092. k,2.94 055 xax..sl m 4375. SEC-r 3,800.- I 440400, .320.50 -324,24 -Sell -5.$0 051 6 Al 45 .4500,--i390,92 324P99 05127.. .-as5. a a,00 M?5:50 -Aeal a 44 .4 d800, 122,06 326.51 .45 -5P22 050 Ji r� T-11i , ti liofli , '' ao jai's 0 0 0 . ll"". ....... "!3WO'lorls 59 6 '56 3,S1 t7L 54 050 a 6 9 7 131, Is ...... 60 .. ... .. 42 —A Is 14 7 1.4a ............... . mA A . .. ... I 80 64 F xe 4 6..J 613 3 0 1 3-A3 as 050 -------- — as 410-4 -7 0 i$30 330 .0 Ali 6 4 as 4 ISO,, 3,50.54. 334 60 -4 Is ----------- Its 7 3 -8 414, ...... ... .34.1,04- P"'A 14 05r);J -4d)g- %331 43 ma,49- 6." %SEC DUO' 00 ... .... ... .. ...... _�A :94. v$91, 44 0 0 5" 4 �5 lf '33 . .......... AA 3 .82. *409 05 44.01 77 17100, -331 11 3300 8 i 135v3.1 *4 ..!WMA. 333*67 .. . ....... . .. . ........ 7A R -3 34. a6- 60 4 0 b , _�YAI Yrf...... 13 ------- 5*'4_jJ,i.z 14 65 64. 44a0, A 36 as a J!O Till ..... .. . ....... . k., y-, 50n -13 k.: 339 as 00 $1. A 4 7 1 A AP4 00 3") ..3: .. .. ..... .... 00 9i; 14 IL '6 s 4,06 z40, 3 4 '�A'Vl, I fki .. ..... ......... 345071 94 94061i ..:.341,mm 65. 045 95 9560, 5 00 . ..... - 66 -moc 74 - 4f 32. Is— 4 -33 7-5 6 Nil) •. ...... ... . ..... ... ...... ..... . 60 349 63 "s r Oo 100 345936 .35 :All4 '75' 00 -. to --.346. 13 .3. s 5.09 7's 050 8 I , +'� 001 69. (1402.'E.'sh 7 .... ..... . bq, as 4 050 36 R5"10 fn ..Aq, A 1'3 74 a;!Rh', I I an I L Eff�l' aATT,AV,. iR q*va a .xVo ?'?LfU,1 c 1 ".• Rs�I■r!'F: sra,. '. ,: .. "1'w■ .a -sp• . v - - P ;•-,. : .. . . -,..„ liik : Ab D' 4QrR ] ''21 00`,' "7,Qti, (r I09 l0960; r346J.? 3S SAT 'fS��Q w4.77 U40. ', 11.0 1t0u0. 39 ,67 e�.9'8-Al E1SU 71. 111 '� il.! Oo Y48.91 3S .8'7 •A,96 4.70 050 71• �« 1d a 1 0 i49t}]i 3b TElE1-• +44.W _- ,y.IPr 050•-.,_.,...--rRlry: ii 62B wp,93 .,4.7% 061). 4G0 2, 1f.b�:� 11I `4 .ii1 1400, . 349 55 s5".4 ep.BA r4,19 0?>` 12■ Y �I fig, ;2ai7 ' 1►R0PF r i' ... ✓_ 8 Gi s1.�0h. r 11471." 3CG. 4�9U0 i : f , -,:d 49i:�?. 3'i 03 0 w4.T b 44r•45 355,J-,.... . 1'1:700, SECT 10.110t] r �:. �� 117 51700: '350�24 355;11 ,m4.SV n4:79 650- 74,' Iaa i�'800. S�d.rEic% .i$�■?Y !IwNF77 �479..... 05.1:.. ;4• - - f;q 11900, �b5%;.�0 3 `.a7 �4,77 iaA "l�k�ap,� i�Yglel`> 3.R85 wp;7,er .u,Y9.. 056 kf• r i,> 4`b''.13 !►q►1q 4.'19..._. �:'fF54... r :. - ...� , 122icg04'.t 12SQO.', 351,8q 351�,6q -4,B0-4,7,9. '050 .•7ti. d - 12 �`�2.:If{ •B`(t,fl7 4,81- - 4,7?l,...•.,SR.. 125 ! 12�'OCi, 35i,43; .3Ji2$ q:Bl , +4�79', 050. :r75■ 12k .12$'Q:O.• .3 2:i7bw4t79' 650 3a4�.r¢Lk 8 :..3fF'7 {40...._•wh.bd. ...: 1w4T7.9...;_...0"�0 :---- 1.28,.. 12800. 353.25 358,,?8 A3 1T4,M 05a 353;52 ',3$.ia.3� -a.$a 130QA, 3:3.94 39R..64 .. wll„E 4 .q.,.7:4.. 45zt 76, '"_ ._ .- ._. _ - -�i 131 All00e _354 0T s� .9' �4"85 4.:79 050, 76. "" tt. l 1 -4 79 05t) 77 .�54.lJ SS9,e0- -9.86, , r - l r =38L.,b1L 4a87._.:.:. .4r79=----•05A_ .:...- _.T7-.-_...._..�__:- ._ .. ...... _.. --- r 9U. 6S .8q." 355,7.0 4.0T '�,9g9hG r . 11.000 z J A 134'' IjuS30. q ' 0" 71. - r 335 it �a00r �55V1-9 riy3E% •03 =4,d4 wa,19 05!'1 SAldo. ?i55�50 3b(i',21 M:l9 >' 4:`i9 05h li, 1� l370'0, r SM1 Jt r 3aUF5S u,73- 19 4s0 771, -p.�r ..1` 60,, .... i-q , q_ !i a54• iJ ry.$.�.__.. _. s,; _.. _ .. ! . _.._� •>a 3':Af`. 4,b1 139 f39hU. 356",45 361,0A r4,63r' '. ,r'�';19 }090. s•: !8„ -mo 140004 -456671 3E1.3N -4,5T a 79 05b /9, + g 14, 44180•- •Y57•'•09 ,��.4:,60--4,St. -a,79• r11 147 f'42Q0, 35T:gC 36'.l .eb ! 4:4ii:'' 4.`7A �.050 4.78 "D50': ..:-78i� a - u'-...1.44'�_.,.yq�1C-0.._:7`.SN�ir+'.:.,3d�•2.�30 ......:wq:�35. _. ,.". .µ�:/.A. _4.SJ._,-: _--'FB-.--_:_ ....__ .- ......... .... ....---.... ... ........._ .__ ... -' - -- -- --'• �'- ---• --- .--- _: "�1+ 145 145014, 35A35 162,65 -4,30 -4.Tl a5n 76. ; ifs 146 1460Q, 350:67 Ei2,9? -o.gas -4,77 050'. 78. w4� T. 0 ,0. 18• ..... . 1 t 59 a 6 ?4" j'-4 14 -4'76 O Uf 4y 14800 / 3..,1U 3>P3• , 3S9',bii 1.'3,70 -n,00 4 7E 05 79 n-.�.._._..-_;,. 1, I5I 15100. 3' 4�;5 364,2 .i),q8 -4,75 0511 78. 152 15?00, 360.•r7 3ba,4 A. -3,qi' -4.7A 0a5 78. r: 1536U. 3.b4•V4 36iJ.09 R3.95 ,14 A 045 1�P 15400. 361.38 3@5.481 .-4,1a :•l 73 j - ir �.-..;is_._.' .1•§5ilU.-�'�h-1-rE13'--,i66,1-? �l...h_.2�J.._..-..,..u'7-3-:._.aj.45---- 0 •:� .iS6' 15600. .362.29 366.75 -4,46 rr"q, ] 0QS 78. fj 5.700. 362.74 51i1 .38 tA. 64 4:73 04S 78, ir.138;; 18k00. ..6.3ea0 30a02 k.@2 .:. 73 .....rj4S -- id, ._....-•-• '. i S.r 0 �U3 045 70 15C00, c36'3�05. .3��9.4 c , �6Q' 1�4{lOp 3¢4yjt 3Ei9i29 $ :z »�1�73 ii45 - x9• _x __ y, s, - t',. F' '1141 4{r ,- 3b4,$b 36 ? i 4.7'q . -b45 — r 0r ••- i r— Sk2 1620a, S6S.0�' 31%56: -4, 4 ,.,.-N;'TN. U4S: 8U. 4i, BFC..13.40U.. •'.� ' ' r . _i rim RV -0 Ai, 16700, 3W 0 ?91 4 . $ t69 16600i 3,0( 01 3? ? .?a& .5051 a" - --------- as 70, 78 (no a I", 04 %111 �§A all 5.05. ...... 373,37 -.5431 *4079 050 8e, 373,59 -5.27 -4,79 P50 82. _z A13,6A -5 23- 60 ... .... .. � .. .- - 0 jilt's - j 050 •4980 AD— 65CL 44 -5*14 At� -5.12 .60 OSI) JTji ltkg 6,54d 3T4.64 * & --,.7.5 ..U4,84 5 0.0 9. 71) . ... .. ... t.4 34.9 . ...,e 315 q 2 4 5 011 a 40 "4�811 050 A .. ....... .... I - L * '. 3 59 370 P,bs 65 -5.00 O'bi 05.0 165 18500, 370087 375965 -1198 .4 8 ,. --.1 0 ................. 187 1700 050 .84 76 91 -44 ....... .. 4 a . .......... hi Q4u., 11606 :t4teb -4 " Ji 155 a 84. 'lq'A 19100 37E,�R 377.Ob 4;64 On 64. ...... ...... ... . . ........... ... ..... 9200. .3-0 q 2 7 050 *60 -4,61 84. okc, 5 000 ............. 0, 313400 377tal .4.dj -4:.81 050' 85, 196b0�bo . 3 '13 t 10 3�77 :94 -4.84 '050 as, . 9 �N ......... .... . ....... .... ... ...... . .. .... j4060•-. --373 -3 1' -4 91 4. B., .050 : :, . t... .- 0 4,321 050. -AS ........ AS ------ m4 1911 .... . 20 Mlofig 318,62 "5.00 "4,82 050 373M '378o?6 �s 04 -4.82 050 85, 202 20,2n(l X13.83- -.475"90 5 O-T .......................... . .. .... 4. 82 050, 37.3 -93 3 T4 0 3 -.5 'to 2 so) 374�a:t3 ;jf.1907 -5, �4 Lt. oso -.174... .... ------ a SEC I b 000. 379, rs i.31 '.'3 3 05a —SEC --- --- . ... . ....... SEC 16;W- - it .7, 6 0 20' 014 m4,63 1150. Rot) 20906. pq.vo- 360.87 -!S'04 f I -fi I .. .. ..... ... . ..... ..... ...... r6L, 11. - - .... .. . I . .. . I 5' —84, 79, Mg 7'r 65 4 jp....... . ...... . ..... w 4 4b..'ea. 4q87; 0 5 0 64:", 2-14 a 1 .01)4. I pi 3o 6(4 isos -4.6� q50 63.. "-- t1717.40, 3 j:1 7 323.08 "5,91 At 8A. QS�n 62 J0, 1 00 -T'J tt 371. O.Lq' 383,44 -5,55 -4.90 drio ifi:-Pln �: roe-. �'a �'. : ie, o :_ � .,• ..� , - �: , ,� , ::,y` 00 2217a; SEC,,. 16.600 i ' 222 22200, 3.19,A2' 38a.10 "u,66, -4,90 054 83, 22223, SEC, 16,700 Z_d� 2a�i4QOr 3.79-03 3a4.14 -5,01 400. 050 _. ,,, •1 •' - � • �� : > k1�FsieaasecAa tsR.cRsee caacgxsxsasq aRa cgesacA, uRe .sssoU�ap;e _.._,..: __ <.r�.___:_Q7EVATiRN 01N6 FF6EE.. .... _ �>:.. .._._._ _.... .. t(.,,.... _ ._. ...,�'_.,}_ _ r -� r UFfV,VCK 91,.8E FLOOD AND �• J41 21 0.?[ L �lES6NT&N �G• FOk u.,f:AGh-1!iY90 -.1,62 ,1 FNF FO++ `ACM �': 058 ijiTH ',A3; 1 0t TOE R ACK WTTN74 KET ZOyE FGi,F1V't2Ea.CN •s A10 yf (St �. RYa:Ca ARi1RSAR7 CSC oa RRia.1 iam Mac am$a a= 49 aa-: ma.- 02 CAR Ca `7ta'JRCt•.a CpAe q;L� - ._�... ... ..,_ .. .. c : ..,-.. .... -. _ ....- _ � 224 22400, 340:23 385,6e r5,45, r5.45 055 300. 225:-.i?R,5✓}Or •3f11r31 38b,1.q ..'!ly�.dd.:.. ._....50.6...__ 50.... cf+51a. SEClk., 11.000 , -A4 A:05G 3(?,.15 3d6r49 11GOn9i, LT 6 _3r3p... .................. c28 ?2A00, 3$�,33 366,31 -4.04 -4,52 Wts too, L .ab4927__.-�00-f --3&P•f26 29 '22400,2;38 w,39 -4,01 UiU4 045 100; 312c44 -486rp1 -4 ............... . :r3g9)... ! � ?33 ?3j00, 3h2.49 Se,6,a5 -a;32 100, -s.9p i it 232 23200, 38 .54 064 -3e-92 -4,27. 100; . 4' „1+ ,943 i133Qfir-1kr�c`SJI� 3i1,.•4A :S.,AA4r2.3.. �t.. =:1.00 ._-._.............. .. — _.._.... .-... _ _ 23a 23403, 3H2,o5 5'dP,.5U -3.85` -p;20 n46 100.: tt 235 23506, 382,70 386,53 - -3183 "41,17!; Oao 107,.. .1 3a2.,75 - 34&,55 ..:..309 ,.r _1.4!i.. 041U-.!•UO......_ ._.. ,•, A ... _ 237 23700. 3N2:2 Sk6'.57 r3,77 = ,11 U40 ldb. a5j 1'00 23800, 3rs ,fly' 336.,yo - s3.7:3 to 04 040 i 117 :Z39ea, 3t,2;`�1 �3;.7.1 .. _ a,.06A .64t+—•-:-iAO, ...,... _ _...�.........__ - ..__. r _ 23990. SEC, 16,000 I ' I i i40 2y00d, 468-.91 _386.65 wri.6a A4.04 040. too, :,: ' i U1... :24t0U,-3a3;11 - .. . ......... .. 42 24200■ 363,35 306,96 �03163 :n4,00 040 `9S, 43., 2p:f00: ?03;5(1 387615 -3.b1 •3.48 040 99..' j:.... .p ....:24A00,.' .383*74L- 3 :1;34-. _:, t 50. r3;A6...._.. O4Ci}.. - _..:99. 21►5 243D0. 483,9?z 1301r5A =3,56 r3,94 ' nA0 . 99 k 2,F16 24660r S{!4,13 'zf!~/.73 +3,54. »3.93 040 99; K r� .__2 i7 247G�w. :,4t .3?1.7.92- ...3,51.... _AS,y1. �... ..... __ ....... �. 2'i9063,.;�dk:ce?. N5.12 -3.50 -3,69 0aU 99. 29 24900. 38.4,84 386#31 .3'�47 �3a8K 040 99, ....63.ag : o3;t16. -040-1...-- - .99. I 25 cS100. 365.27 ::388,70 -3;43. -3.;84 OUii 94. 25'4' 25200, 3iO! ,49 3,88. }. -3.40 :3,83 4a0 99, :? 7L 9.0 253. .. 25300. .3Sa:#09 A3,39. :.. .......G - 94,. < .3�81- ON•�, ..3 29 .?5400. .305.92 3(+9,28 -3;36. -3+80 7lVf0 a+i 4g5 25500, 3d6.1A" 43Y33 •3,78 00 94. .?5600,..._381.,35-90,67-. ..A3p32 ...99.+, :- .• ±,..- _.-... 25T 25700, 3h6,57 309,86 -3.29 -3,Tb UaC 99. 258 25d00. 3Nb.78 300,09 -3.27 -3,74 us$ 2S9....... 21900,- 397....00 ..390125.. t3,35. e3eT3 435. ...._..._-99�- ............ . ... - 260 460,10: 387.22 390.44 -3,22 «41072 035 SEC. 19r(r ) on, _..3K7;A.) --34A.6i...-.:.3,70. .57.0 262 2h2U0, 397,56 :590,75 3,19 -3.49. tJ35 99.1 2fi3 26300, 381,69 390,88 -3.19 .3.ff5• 035 99, .264 - 269G 1is7. 8?....391 .0' r3.1e1 +3;;50;< 0,35..._....-.....9.9. ...:............ .... 26a54. „7FC. 19.Too .187-_.. .,). 2652S, OEC, 19.90U -......._.. _ A, - ' w- A F1 09 e 3 39,14; 986 abq .8690.0 . 7 a it) q,isl. 271 271001, U90 D X 9.'0' , 7 9 'A, OB Oct.. !7-442 g7a911, .3 _349-S43, 96 ....... . 273 ..274. 47346, #4600 39,0004 39*0 OR - jAV44 tq f ...... ju v. ... .. ...... 390,55 344 97. -4A42 .1495 000 m 171 27706 1 340j72 14,5:01 .4,v79 .1,96 040 911 isQ al.S. 7 v A.Qu 390,89 395 05 .10�x It w3 6 lailb . ....... 105. 395.00 ',1104 -3096. GO n 2 So .25Q6? 391.22 395, 06 9is ul m3dl "306 .. ... . .... ... SEC, 201500 282 %2J.%200, 391,67 395,27 3 '14 5 -0,95 97 392-139.- 39 6 a 11, 'rm3'.95.- .040'.. .9.7 2.%3 5: 234to39 56 35 -402 EEC w3iqs 2p 040. 97", sM gas46S60 -.39A hQ 3S4 . it9 1040.., ... CE- ------ 1 1. 2454u, SEC, 000 n 2,J6 PiNbOO 395.3V 399, 1 d w3.75 -3.95 .9 40 97, J.6,41. - -0.9-V 169- --3.68 04c, 47.1-.. 28A MOD. 39,6. 5b 40ii;2 t *3,65 A4,94 040. '97, zaq 4 - 9 Al jAT 406,74 . n3 t6l p 941 040 - 97;' 3:� - .- ........ ... .. _ - j (' ., L .. .. ........ . ...... 291 2; t.06 399,21 40li8o -3,$9 -3t9I IA e 91'.. . 292 29,2004 -3416,7 6 40a,32 -3.56 -3,9p 046 97 ss -aga ZV-300., 39.9, 3 1, , - - - M3.9Et ----- - dot) .... . ..... .. ..... PU 29408., .399,66 403,38 �3152 00., q7 31 *403,83 295 295001 52 +3031 :040 9 SEC. al 0000. 2.9-b DO , SO I PUT.- A 0.4 , 3.V.. P3 ...... ... .. **7- ... ... 29615' '4'01 'SEC , ..; 297 29100, �ib5 . NO 4 9 3 -3, 2 8 F3,88 1040 '.:911 R9 _T3 09 �. 299UO 402,H. 405; $0 -3 ?9 040 97, 3 0 309 00 vas '86 040 97, 301 39.1.00 .4.04 7-4 . JAj).6,003... - ..-13029 . UP 3060.: 403:01 06,j3 0, :.-13t29 8 5 0 ea Q.. 97, 303 10300 403.28 qo..Trk -pq 04n 17 , .36M. _04.0. 305 305u0. .41113, a I.;) 407,10 -3;29 "353'' 040 970 30k 30600, 41)4.04 407737 -3 29 -3,h200 916 307 _$0700 494,4P 4 W., 6 A M3,30 al .. ..... . rk 300 .30.6.00: 464.61 07,90 —3.29 �T3:01 014i) 96. 0 '3" 339000 4044 406 17 -3.60 040 _Ito -310:10 igd, 15 __40a, a-4... n3.89 -it aD AAO... 311 31100: 405941 408,7.1 V3.30 -3,79 . 040 96, ? 31 POO 405.66 408t0 -3 29 -3 78. 008 96, is 3j.-3 314410: 41)5 -3:78 040 31.4 400 ob:22 40,41#51 ..3.02.9 -3.77 040 u '31.1. 500 40b.48 409. PTR -30-30 "Ii77 0411 7 5 -4-1-0.0 0 3 2-9. - M` .. ... ..... 311 317001" 007.02 410431. -iN 29 "3,716 040 97, 318 3 ii a 0 407.28 410.5H V3: 3 U "3175 0410 97, 4160 -.SEC 23000 339 UQ 31900. 3?00D A07"69 (110P98 3 •29 �"3*29 ,V5 406OR 4t,Gbli; 4 321.0,0. iaq. OIL. 4944L..:-.13 322 323 3220101, 32300. 09,77 413.06 -3,29 s3 73 (135 .97., A10.44 413 TO r3.29 3 J 3 035 97. ]i!6' '•'.•'73Z511 .413i0i 4q�+ltiv- "0Oeq 3211. .'32b0 r.Y1::411'•94 :' 41t•6b :419:99 3L7;' 32700• +t3.3e 416.67 -y,29 38n 32n00. a1a,11 411;3v -3.28 3dgpO* 410,83 418.12 •3.29 0._.....334ttrL....4.16.�5...4t$.7tl4.. :E129 ><': Ias $3104,9 `ilb•2e 410.90' -3 ,29 4 33000, '417.00 a '-3►24 -bpi.:':,, ;i311i't....µ1,?•,7.p...:.471•t'�01• _ •241eq .i►R9 334 33400, 4.16,45 421.73 -3.2e 4I 33'3' 33500. 419,11 4d.2.45 -3.2s 3A 33b00. 141*41g0 4?3.1+< 311 33100. 420.k2 '1104490 •3.29 n 331sR. 336' 33Uu0. 42f,3R 424.h0' »3s3U 334 334006 w21,xe 42S.25 -1.37 �4 340 344)U0. 422.4e. 425.04 -3,41 sJ1. s41Ja• 4dd,`1S 4?6.S? Nits? 342 at.1,49 4P7.19 -3666 Lq; $43 34500. 424.03 4270111 *3075 l:aa.... 34400. 404.57- 42LL,41 --3.e4• . S445U. Lit 34S 34YG0. 485,04 4#6 ,99 -3.90 .346. 346400 .&I.A454 '424,04b *:3.07 34700. 426,04 429041 43.71. .347 34A 34HOa, 4?6656 '.&%429. j-...,344 ...$4900, 447905. 430.10 C., 350 b99u0. 427,94 43141a -3,58 fRl 351 331(vU, 4.18.02 t)31.93 -3,51 39r1 .3%,N0 , U09,51 431.4h -5.44 353 34304. 4R9.1':1 4.-AE06 -3.36 .454 Sy4rU, 4r.9.49 432.11 .3.as I'sS 355UO, ur.9.97 aS3.tV -B.Rd 3 Y.) S'1 i .. 3'34 1h6t+0. JSU.7! 4SI6•h0 ',rw4.U3' 456154 39b65• . 357 35100. 432.90 439457 1-60b1 356 35AO17• 430 50 441,'14 'wh'04 319 J5900, 434,5S 441,43 '06406 ! Sbu 54u4O.- 4a4.5r 30 06,15 $601L..l $61 .A'&100• .J34,60 'r,41;,57 -6.97 skt3n, 311 nn t w Shan: 430,1A. 442.87 -1,47. 3b3 36300. 435.13 40 32 -7•'39 364 36400. 415.115 443.35 -7.92 36S.. :165004 J3'J.94 . 443.37 07.44 j 3bb 3hb0d. 43b,05 443.40 -1.35 13 .. 36f 36100, 936.1h 443.42 -7.26 364. 1btl4Y4► 436,2b' J43,44 01.16 y 369 311100. 436,31 44.44 -1.07 . 3b411. 310 $10000 GA440 443.611 . -1,PO j; 311 31100. 436,59 444,22 31144• `` 37t 3700. 431,1h 44400 -7.72 l_....31.;...... b13l►0.. 4y1,p3.,..pG.gr30.......,+.r31' fill r -.151 035 97, e5.11 03S . 97. *3.i0 '035 7'f, •f.7;) ......0s5- .........._._V�,,. ....... ......_... ....... -3�69 035 •:3.68 035035 96. -3.61 035 9b. -3,61 015 96. .., .3,67 O�.g 1'if A 61 0 f5 ,, d• .97,,. yi.61 nJS......:......... ..... w3,61 R39 •9i.: .1,61... ..035 ...:. ..._.:.q1,... _. :. . »3,67 i35 9.to -3,61 035 .910 -1.07 OSS. .. ....97.9........ ... .._. .... . -1,67 03b 9% -1"66 03S 47, w3.b6 _. 6*45 1 9L'C. 2G,300 9EC, 24 400 w3,67 03546• .. SEC, 24,600 ' sect 24.100 .3,69 uJ6 .. .. p6.� .. ... .... ... . *3,7? u3y 46. 4,74 (M qb. .3,76.. 9F.C, 0.u"30 SEC, u,240 .1;7a... Ran JAI.— . Sf.1;. 4,26n 3EC, 0,270 w3081 -3.8G 04b 959 w:S.S(f flan 954 -3.91 DUD q5. .,3.9n 040 95, »1.96 040 95, n c. 6.93t) -3.98 040 gil w4,R0 R40 4A. wn.G:l 4JR 94.. SEG. 0.310 at,(ly 94 ..a gGATUJO-........_.::�..-ii4 ...._ .._...._.:. .. .c,09 0 94, it 37100. 449.9%4. 4 &C la log. 49 1 040 SEC Wtt 374400v 440,09 44602 m6,07 "4is 040 938 X., A9' VOQ e e4j,WiV r698.0 il 6 .92 fi X. 31 Seel 0- Alk A It 91 57 -6 o64 a 0 381 Wool 442,93, a4VV ef. 36200, 443.25 449,55 ab ?a .4 ?1 ��40. 91. A43•57 -kuS 50. -05:9.3 45z, . ...... .. ..... . .. 0W* 443o40 44 0.1 Ala P-5j,20 366 $6600. 044,89 4 4 9 17' -48 :4lea 040"', .900 04. 387 say.00. 4a5.91 1450051 -4.60 -4.24 04V 9,6. J98 38400, 446,93 ..451v25.- -w4v32 .04,2.4 040 36qO04 447,95 451 '99 w4' �04 389 -!4.24 040 3000, 448,97 052013, -3.76 2 040 :;6� 1- -jql 391-00i 449 99.m'1453.47 -3,48- - 39? 39200, 451,02 '454 , R1 -C3619 W4 040 _t 393 Igloo, 4i2, o", 454,95 -2.91 .4:p2 040 90 394vQ SIX, -20000. ......... .... ......... .... .. AI 394 39400: W9 bis 4491 ts (A 395004 45% t 30 . .395 -2 53 :4,pn 040 4 4 . ..... ...... 347 397130, 4b4.58. 4$7 29 -2,13 -4,10 4 p 90. SqAwo. 4511.91f -2.93 'S.-I .0".0 .. ...... .. ....... .. 400' 900009 4550P 058078 -30011 -4t16 0 44 0 40900j. 45& .1A. 459*71. -P3.23 -4,15 OAO ... ... .. 1 40.'6 0031)(19 456:43 40.26 -5.33 -4 . I IS 0 A 0 ago 134416 j 451,33 110007 b .3.113 .0.14 (.40 89. ...... ...... -------- SOS Alfj5jo !isj,la .461 025 "3,53 wb, 14 0110 .89'. SEC, 2.530 '461 0IR -3,61 w4.14 ()A() 09, SEC, 21.540 ....... Q SEC.20560 I, - 9 411)1 44 (1 ? U It b a a SA 5 0.• 00,16 14 0111; ago SEC 80570- .... .. ... .. ... ..... -5"14 -40S 040 0 flog 4WRIQ 0 4160,34 465,73 05.39 .4.16 040 $9, A$ft &1000 fi. & 466:,20. -014,405- a*16 OV) A.,11 q I'l 10 it h p h 4 6 Is , 6 h A4.52 04,16 000 ago 4%R 4 1 ZOD, 4611,06 Wolb «4.jn .4 16 01AD 413 4 1 Uri, 46j1,91.. 461 q 6 4 *3 N 67 - A . 1 6, 0 a fl 89, 460 -4.15 410 Of, 4 88 468,11 -.1423 040 4 J1 445• 0.*.. 1.41 a.68 12_ �pa qj! 16.1416 5 oat) .8.9 .. ..... , kf, .2 9 4 , i �1 ilue 88, film) 4 r�b 4 11b 464: 51 all 4 t Y11t) , 4b 1,9 36 41003 -?097 -4, 1 A; 040 68, Uld a I IWO t.: fifia. I h it I I , L6 .3,00 040 Sal 419 4191)p, 4bbo96 471.96 wsfoa 4 j P. 044 eat Jj 420 4,4000. 469,16 .472081 -3,05 -402 040 -hal. Akin'. a 10 56 r..Als 0 64... NJ , 0 11, '11 .040 z A .......... . ....... 411,46 474,46 .1,10 -4,11 to A rj 4??44 , acc, 31300 423 . .... ............ 4?30Uo- 41.42#1.4. - A 7.5 , V 5 13 040, 44 SEC, 36400 r PJ ol 40" oRill'to .040_ SEC .40740 .t-: ^C•"* o. i .: '� x4n rt : j - s s 4 r - M t ' r . r'( 5 AU a d �'; �TSH !7'$.;s£:.x` .q:ab a b 4d9. 4296d� H75:9q tl�gr(i1 +3.13 .U►01 !; 04a TJb/ 1 jl .. - 4Yi a$i"nq; r, JJ6 ABP,gt it "107 040 :88. 40i:8Ta4^�R l A�a� +k►Db -�;£�Q ; 4$, :,I.... - � �,Te:ti7° `H`xw30 " R4�Gb �o as► a`'1 i RX9�A7a NH$2r?7 �3':Sb .4�P�y Dn0 _.'A ... .-µ-.¢'S54�i(8�-i*115 9@3•- --�-?S :09 �.: _:,d �105 . -. Q . a-• - . . S 43555. FC. a:A09• aabdo; 4so.93 4flq,p2 �3.P!3 _ 43b _ E7 43T9bi� 481,8� qb., B5 .a3r45+u►0u a4D y.•....._.... t , H38 43NQ`�1 i <4$2�.T?7 ';StFG.�Q2 i O4r•6 .lr2r..4@4t.5Y 4$•7'.5k ..x+y:qy. GZ:... .., 04p....__._ -88. :._... l... -04U 98. ' 44k p41.DO, 485;50 48d39 �2.59-4,J29C' 4.55U ''.__�;q2 4" OkY•.--�}$6'�-�3--- �'y►•l +.. 2,:� �..,....__ .. , . ._i ! r •-� ; , ,%. II ., ', '� A43 443QP; 486d9b 49Qi91 ,3.95 -4;P1. (}nU B8g SEC,, 5,000 q4�1 4... 487.78 4A�gx1 - . — _..4�,s1.....1048)._..:-HH,..._.. .. -►w —:ae may, ri45 assPn. yaaA,:l792t9a +F;�rl a,o1.: uq0 -- a4� ,• HQ6 b. j�43 444:7 0..i�4 s71�Q1 04b 46. �a a _.. _• ..._ .._....._. ^.l 44-iF4�8'r87 448. uaBaU; 444,S7 491037 v-3 26 +4.OQ Ban' 88. 419 44406, 49S.8LL 498:8¢ R .02, .4;OU. 040 88. _.. 8 u$QDa. 4Qlr5k 511Q�3b ��C••95. .q•Qtl- OA{1.. _ ... 4Sl 4Sion, 49'gYla ,50;'�9b 2.d8 ,3.99 r740 as' r' f q42 45�ui�.. 500'a5 5 3 35 •i..50 *3.98: Oq0 • 80, _.. _ _,.._ �. 1 I lil�5-.,�w$.�,i3.•' .- , 's:-.'+ 'a44..:. :.. ._:.flb/ � __�4,53-:_:_. _.nS3aA, ••�(llilaSl :,�P l` �.. �:I` I I 45q 4sloo, .';'304;1.9 906,35 PIE:16 �3 "97 Oaa 88, Ci .. 459 4'^a00; SQS.gt. 50;i.$4 -1.98 +3,9n.,. GnG sB, '-54�,-53.--=50.54-.:..._n_1,'g.1,. ...-_-...'3'.�5-Q40..__._...._:,...-86.•-_ .:......_..... .. ., LL9b t}6G0 .SEC. - 5.30P.-- .. 497. 145f00, Sag>'5 517,31 �2.Sib� 3,q4 G4U, 6T` ^r 45B 4s8aD;' Skl:lb 51u;10 r2;q.q 1 +5,:9.4:FC�040 1. s 45843, .,...,..: __...:, .._..__........... :. EC. ,.700"-....... 1`.... ): .... - • ! .. g _. h SEC, -- :459 45g00. 113 A-3 517,41 �4,24 �X1r99 Ou4' 6T. 465�f0, 51gi18 St'9,Oti .4.8fl +3r9A _......._....._ J l 46.1 , 46100, 414';57 619.18 g4,b7 -3,95 Quo 87, r'1 d62 462a0, 5f5.6D 519*81 ' �4,ET ,3:9; OGD 8T.' - 1 .�(63•;--a63QU► 5kbv66 52Pr,60 -"04(}.. - - 41.► _.. I.._...y , p6 u64'Ot1, 511;;1`8 5'.1-►32 a3ypP' r3.95 Qi(0 8T. ,3 -26 �3:.9u 000 aB. - :..._ ....._... _ _----._„__ _.,,.. 465 N4«�t.0• .51b;Te 2Ze9q F'. _ - I A:' �.. n . bfi(1� --3.A� 84., .Aya•2.a 7 , ".nbT;i ri6700. 520.90."521,49 �2,59 *3;93. 040 :�• • . ' 0.b ? n6&DP, S2['.96 524.2d q _ .i ) f 469 µ6.9tlU. 522.88 5?d,8b r�.98 _�3►92.SAP flT. • . 1 u "' }• ,47P, 47�00. 'S23'.H9 '525.3!} ^1,as A3,0fi 04h 87r -°.?.`._ __......._...._'i,c . _ _ _ -- ---- - - ._......__.._.. - i8.''_4�-1-•''!----�•{�?R.--••5�,38a...�b?S,A?.---•"1•.AA..__._... «3..'9(1•:-._.:.04D ._..-a7..�._ �- , DEC i�,210 4.714h. �, r' J 4Tlgn. SEC'. 04U - - - - 47.8: t�1.zOq•. $$4ry1 526.71.- ,+14so - g1� s - t n t 'I 47xl4• '9(wC, t•249 ``�, if •: • , .:..'.. •. I+4$.EIf' �T3abr1:�6gi:.�+S&7..4d .:.}►Egc._:. _.)rag ••---•Oq-0 �-•-•--BT,�. �., I, �:• .._ ., c•�t' a1, .]• rNA ., _A2 .3.B7 pn6' /., bb, it I l,.v .1i '11.41 T-• 3' i 929 �'4 4 04 ;8 '43 at 55 300 532037 91 wv,— TjlF 0 C 4 4 1-750 �lj - I Ak SEC 7,760 BCC, 7 8 0 2633466 535, 116 7 790 6.1.9 5.36., 39 -1�6 '536' 77 1 .1 . , - , 53S'' ba . . .- I . . .7 *00 :84 496- a K -5150P 53702 -1#74 -306 . ..... . ...... ........... .... —&3 537 o4s 113 -�3 6 a. _Q9.1 SP i 2 Its 39S�T 4 .9 .. ... ... 7-3 V3 . .... 49s -1010o, 536,99 54 t 72 "9 jh% 541?jO r2 83, �qfi 44400-.1 '56 3 2 035 :t ..... .. ... ....... _44a.76 .... .. 1) AQ6.. A9b00i 5f10g96 . 543,54 513 -,n On ..42 -1.497 a970.0.. .541 6t 5 4 41--1 70 3 11 035- . . ....... ..... 1499- 49900: 542`192�`545684 o'?092 .3,70 035 Soo 5000 5f13 958 134b t.1 03 -3.90 "035 83 __9 0 0 ....... . ----------- -- --------- ------ ----- :lUl., il;5O I 544,31 :547 '42 3 'It m3a' 70 035 sAr 0a 035 2.. 5 5AA .5 613 P, ItO4 5044.46 -2�-,,s , b 9 035 .42. iQ.�: 549iO9 - 55 I P so4o, SM; 9,510 .50495" SEC%;. -9.520 . ..... 50500. 5,30,P3 5 53 , Iso• -F3.68 .035 SEC 9 '540 'SEC." 94%50 ........ . . F. EVAT Tr)N DIFFERENCE RETWEEft .8ASE...FL00D AND. ....... ...... :,"EIGO-EQ IAV0,;YQq R .Hw3f;,69 '.4'- .... XilFLYOR—RtACR..A4 f. 62..OF.HE..REACHANITH11L10 FEET ...... . . .ONE FOA T4F REACH If A .. .... ........ job ............. ........ . ...... - ------------- - Gi J.. L. ....... APPENDIX 4 Detailed Model Output Loll] alWIN t4ileiMo74 HEC-RAS Plan: DUPLICATE River: MooresCreek Reach: MooresCreek Profile: FW Reach River Sta Profile Top Wdth Act Area Val Total W.S. Elev Base WS Prof Delta WS (ft) (sQ ft) (ft/s) (ft) (ft) (ft) MooresCreek 4.0 FW 106.58 1104.53 10.55 327.22 326.91 0.31 MooresCreek 3.9 FW 106.27 1090.18 10.69 326.08 325.79 0.29 MooresCreek 3.8 FW 105.69 1063.61 10.95 324.83 324.53 0.30 MooresCreek 3.7 FW 104.39 1004.55 11.60 323.27 322.57 0.70 MooresCreek 3.0 FW 774.00 6345.55 1.84 323.97 323.27 0.70 MooresCreek 2.0 FW 140.00 2098.37 5.81 322.49 321.64 0.85 MooresCreek 1.7 FW 129.00 1865.00 6.54 321.77 320.95 0.82 MooresCreek 1.6 FW 163.00 2059.11 5.92 321.78 320.93 0.85 MooresCreek 1.5 BR U FW 163.00 2059.09 5.92 321.78 320.93 0.85 MooresCreek 1.5 BR D FW 163.00 2055.65 5.93 321.75 320.90 0.86 MooresCreek 1.4 FW 163.00 2055.44 5.94 321.75 320.90 0.86 MooresCreek 1.3 FW 123.00 1665.15 7.33 320.61 320.03 0.58 MooresCreek 1.0 FW 110.00 1173.33 10.40 314.50 314.00 0.50 HEC-RAS Plan: DUPLICATE River: MooresCreek Reach: MooresCreek Reach River Ste Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Val Chnl Flow Area Top Width Froude # Chi (CIS) (ft) (ft) (ft) (ft) (fttft) (ft/s) (sq ft) (ft) MooresCreek 4.0 100yr 11650.00 312.90 326.91 328.56 0.004631 10.66 1291.35 186.61 0.57 MooresCreek 4.0 FW 11650.00 312.90 327.22 329.05 0.004717 10.97 1104.53 106.58 0.58 MooresCreek 4.0 10yr 4650.00 312.90 322.36 323.27 0.004110 7.66 622.12 107.58 0.51 MooresCreek 4.0 50yr 9050.00 312.90 325.47 326.91 0.004644 9.83 1040.93 161.78 0.56 MooresCreek 4.0 500yr 20250.00 312.90 330.40 332.58 0.004550 12.74 2038.93 241.00 0.59 MooresCreek 3.9 100yr 1 11650.00 311.901 325.79 1 327.49 0.0048221 10.81 1269.961 184.63 0.58 MooresCreek 3.9 FW 11650.00 311.90 326.08 327.97 0.004916 11.10 1090.18 106.27 0.59 MooresCreek 3.9 10yr 4650.00 311.90 321.48 322.36 0.003897 7.53 635.41 109.71 0.49 MooresCreek 3.9 50yr 9050.00 311.90 324.36 325.84 0.004837 9.97 1022.35 159.76 0.57 MooresCreek 3.9 500yr 20250.00 311.90 329.32 331.54 0.004648 12.84 2021.34 239.88 0.60 MooresCreek 3.8 100yr 11650.00 310.90 324.53 326.34 0.005293 11.13 1222.36 180.15 0.61 MooresCreek 3.8 FW 11650.00 310.90 324.83 326.81 0.005315 11.37 1063.61 105.69 0.61 MooresCreek 3.8 10yr 4650.00 310.90 320.68 321.51 0.003588 7.32 656.92 113.07 0.47 MooresCreek 3.8 50yr 9050.00 310.901 323.11 324.69 0.0052841 10.29 983.08 155.42 0.60 MooresCreek 3.8 500yr 20250.00 310.90 328.17 330.46 0.004856 13.03 1985.43 237.60 0.61 MooresCreek 3.7 100yr 11650.00 309.90 322.57 324.89 0.007430 12.50 1057.34 163.53 0.71 MooresCreek 3.7 FW 11650.00 309.90 323.27 325.48 0.006376 12.01 1004.55 104.39 0.67 MooresCreek 3.7 10yr 4650.00 309.90 319.97 320.73 0.003179 7.03 690.16 118.09 0.45 MooresCreek 3.7 50yr 9050.00 309.90 321.34 323.29 0.006988 11.35 869.66 142.13 0.68 MooresCreek 3.7 500yr 20250.00 309.90 326.81 329.29 0.005411 13.51 1899.61 232.04 0.64 MooresCreek 3.0 100yr 11650.00 305.701 323.27 1 323.35 0.001340111 3.42 6638.931 981.29 0.17 MooresCreek 3.0 FW 11650.00 305.70 323.97 324.05 0.000366 3.38 6345.55 774.00 0.16 MooresCreek 3.0 10yr 4650.00 305.70 317.62 318.07 0.003042 6.37 1447.40 797.29 0.42 MooresCreek 3.0 50yr 9050.00 305.70 321.47 321.56 0.000593 3.75 4889.89 958.75 0.20 MooresCreek 3.0 500yr 20250.00 305.70 327.97 328.04 0.000235 3.22 11384.42 1038.77 0.14 MooresCreek 2.0 100yr 12200.00 301.20 321.64 322.42 0.001289 8.11 2088.95 173.89 0.33 MooresCreek 2.0 FW 12200.00 301.20 322.49 323.22 0.001122 7.80 2098.37 140.00 0.31 MooresCreek 2.0 10yr 4840.00 301.20 315.52 315.93 0.001069 5.62 1126.71 140.23 0.28 MooresCreek 2.0 50yr 9450.00 301.201 319.83 320.461 0.001183 7.241 1782.47 163.92 0.32 MooresCreek 2.0 500yr 21300.00 301.20 326.11 327.29 0.001567 10.35 3037.76 251.86 0.38 MooresCreek 1.7 100yr 12200.00 301.00 320.95 321.90 0.002051 10.54 1933.33 170.26 0.43 MooresCreek 1.7 FW 12200.00 301.00 321.77 322.74 0.001910 10.46 1865.00 129.00 0.41 MooresCreek 1.7 10yr 4840.00 301.00 314.86 315.47 0.001902 7.86 989.73 136.58 0.38 MooresCreek 1.7 15Wr 9450.00 301.00 319.17 319.98 0.001933 9.59 1636.49 162.54 0.41 HEC-RAS Plan: DUPLICATE River: MooresCreek Reach: MooresCreek (Continued) Reach River Ste Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Val Chnl Flow Area Top Width Froude # Chi (CIS) (ft) (ft) (ft) (ft) W11) (ft/s) (sq ft) (ft) MooresCreek 1.7 SOOyr 21300.00 301.00 325.28 326.66 0.002436 13.18 2786.96 234.46 0.48 MooresCreek 1.6 1OOyr 12200.00 301.20 320.93 313.78 321.55 0.001467 6.35 1920.44 170.17 0.33 MooresCreek 1.6 FW 12200.00 301.20 321.78 313.77 322.32 0.001210 5.92 2059.11 163.00 0.29 MooresCreek 1.6 10yr 4840.00 301.20 314.82 309.95 315.20 0.001698 4.93 981.28 136.30 0.32 MooresCreek 1.6 SOyr 9450.00 301.20 319.14 312.63 319.66 0.001505 5.80 1629.47 162.40 0.32 MooresCreek 1.6 SOOyr 21300.00 301.201 325.25 316.941 326.28 0.0015761 8.11 2626.021 231.20 0.36 MooresCreek 1.5 Bridge MooresCreek 1.4 1OOyr 12200.00 301.20 320.90 313.78 321.53 0.001480 6.37 1915.69 170.05 0.33 MooresCreek 1.4 FW 12200.00 301.20 321.75 313.77 322.30 0.001217 5.94 2055.44 163.00 0.29 MooresCreek 1.4 10yr 4840.00 301.20 314.78 309.95 315.17 0.001720 4.95 976.80 136.09 0.33 MooresCreek 1.4 50yr 9450.00 301.20 319.11 312.63 319.63 0.001518 5.82 1624.78 162.24 0.32 MooresCreek 1.4 SOOyr 21300.00 301.20 325.22 316.94 326.25 0.001587 8.13 2620.36 230.89 0.36 MooresCreek 1.3 1OOyr 12200.00 301.20 320.03 321.14 0.002557 11.37 1787.79 166.27 0.47 MooresCreek 1.3 FW 12200.00 301.20 320.61 321.82 0.002522 11.53 1665.15 123.00 0.47 MooresCreek 1.3 10yr 4840.00 301.20 314.09 314.84 0.002526 8.66 888.99 133.44 0.44 MooresCreek 1.3 50yr 9450.00 301.20 318.33 319.28 0.002412 10.34 1512.54 158.29 0.45 MooresCreek 1.3 500yr 21300.00 301.20 324.10 325.76 0.003093 14.32 2518.55 217.67 0.54 MooresCreek 1.0 1OOyr 12200.00 293.70 314.00 309.87 315.64 0.004648 10.68 1401.33 217.471 0.53 MooresCreek 1.0 FW 12200.00 293.70 314.50 309.85 316.34 0.004666 10.97 1173.33 110.00 0.53 MooresCreek 1.0 1Oyr 4840.00 293.70 309.00 304.53 309.88 0.003790 7.51 644.46 75.49 0.45 MooresCreek 1.0 50yr 9450.00 293.70 312.50 308.18 313.97 0.004628 9.88 1088.16 197.84 0.52 MooresCreek 1.0 SOOyr 21300.00 293.70 319.00 314.87 320.57 0.003294 11.20 2558.13 245.28 0.47 'c 'c MooresCreek Plan: DUPLICATE-NGVD29 9/4/2019 FEMA Section D 07 ---+.045 SOT 350 Legend WS 500yr 345 WS FN/ WS 100yr WS 50yr 340 WS 10yr Ground • 335 Bank Sta Encroachment C 330 d W 200 300 400 500 800 700 800 Station (g) MooresCreek Plan: DUPLICATE-NGVD29 9/4/2019 07 ---+.045 SOT 350 Legend WS 500yr 345 WS FN/ WS 100yr WS 50yr 340 WS 10yr Ground • 335 Bank Sta Encroachment C 330 d W 200 300 400 500 800 700 800 Station (g) MooresCreek Plan: DUPLICATE-NGVD29 9/4/2019 07 --+.045 SOT 350 Legend WS 500yr 345 WS PAI WS 100yr WS 50yr 340 WS 10yr Ground • 335 Bank Sta Encroachment 200 300 400 500 600 700 800 Station (g) MooresCreek Plan: DUPLICATE-NGVD29 9/4/2019 07 ----+.045 SOT 350 Legend WS 500yr 345 WS FW WS 100yr 340 WS 50yr WS 10yr Ground 335 • Bank Sta Encroachment 200 300 400 500 600 700 800 Station (g) 'c 'c MooresCreek Plan: DUPLICATE-NGVD29 9/4/2019 FEMA Section C �.07 ) . �.07- eLegend WS 500yr VVS PAI WS 100yr WS 50yr WS 10yr Ground Bank St. Encroachment C O N W 200 400 600 800 1000 1200 1400 1600 Station (%) MooresCreek Plan: DUPLICATE-NGVD29 9/4/2019 �.07—� U �—.07 � 4 Legend 5 WS 500yr WS FW WS 100yr WS 50yr WS 10yr Ground • Bank Sta Encroachment C 0 d W 450 500 550 600 650 700 750 800 Station (%) MooresCreek Plan: DUPLICATE-NGVD29 9/4/2019 FEMA Section B M St Legend WS 500yr VVS PAI WS 100yr WS 50yr WS 10yr Ground Bank Sta Encroachment 250 300 350 400 450 500 550 600 650 Station (%) ooresCreek Plan: DUPLICATE-NGVD29 9/4/2019 Copy of Ste 1.4 �.07+—.045 )ic 07—� 0 Legend WS 500yr WS FW WS 100yr 0 WS 50yr WS 10yr Ground Ine% 0- Ban*k Sta Encroachment 450 500 550 600 650 700 750 800 Station (%) 'c .' d w C MooresCreek Plan: DUPLICATE-NGVD29 9/4/2019 Moores Creek Lane Legend WS 500yr VVS P/y WS 100yr WS 50yr WS 10yr Ground Ine% Bank Ste C Encroachment 0 m w 450 500 550 600 650 700 750 800 Station (%) MooresCreek Plan: DUPLICATE-NGVD29 9/4/2019 �.07+—.045 )'(.07—� Legend WS 500yr WS P/y WS 100yr WS 50yr WS 10yr Ground Ine% • Bank Ste C 0 m W Encroachment 450 500 550 600 650 700 750 800 Station (%) MooresCreek Plan: DUPLICATE-NGVD29 9/4/2019 Moores Creek Lane Legend WS 500yr VVS P/J WS 100yr WS 50yr WS 10yr Ground Ine% Bank St. Encroachment 450 500 550 600 650 700 750 800 Station (%) MooresCreek Plan: DUPLICATE-NGVD29 9/4/2019 �.07—� U �—.07� 4 Legend 5 WS 500yr WS P/y WS 100yr WS 50yr WS 10yr Ground • Bank St. Encroachment 450 500 550 600 650 700 750 800 Station (%) G MooresCreek Plan: DUPLICATE-NGVD29 9/4/2019 L FEMA Section 3501 16 I .045��.07� Legr 50 100 150 200 250 300 350 400 Station (tl) INS 500yr VVS FIN INS 100yr INS 50yr INS 10yr Ground Bank St. Encroachment CORRECTED MODEL HEC-RAS Plan: CORRECTED River: MooresCreek Reach: MooresCreek Profile: FW Reach River Sta Profile Top Wdth Act Area Val Total W.S. Elev Base WS Prof Delta WS (ft) (sQ ft) ON (ft) (ft) (ft) MooresCreek 4.0 FW 106.61 1105.92 10.53 326.49 326.17 0.32 MooresCreek 3.9 FW 106.32 1092.62 10.66 325.36 325.06 0.30 MooresCreek 3.8 FW 105.79 1068.31 10.91 324.14 323.81 0.33 MooresCreek 3.7 FW 104.65 1016.45 11.46 322.64 321.93 0.71 MooresCreek 3.0 FW 774.00 6432.57 1.81 323.35 322.62 0.72 MooresCreek 2.0 FW 140.001 2120.14 5.751 321.91 321.041 0.86 MooresCreek 1.7 FW 129.00 1888.52 6.46 321.21 320.38 0.83 MooresCreek 1.6 FW 163.00 2089.00 5.84 321.22 320.36 0.86 MooresCreek 1.5 BR U FW 163.00 2088.98 5.84 321.22 320.36 0.86 MooresCreek 1.5 BR D FW 163.00 2085.71 5.85 321.20 320.33 0.87 MooresCreek 1.4 FW 163.00 2085.52 5.85 321.20 320.33 0.87 MooresCreek 1.3 FW 123.00 1693.93 7.20 320.10 319.51 0.59 MooresCreek 1.0 FW 110.00 1173.33 10.40 313.76 313.26 0.50 HEC-RAS Plan: CORRECTED River: MooresCreek Reach: MooresCreek Reach River Ste Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Val Chnl Flow Area Top Width Froude # Chi (cfs) (ft) (ft) (ft) (ft) (fttft) (ft/s) (sq ft) (ft) MooresCreek 4.0 100yr 11650.00 312.16 326.17 327.82 0.004626 10.66 1291.87 186.66 0.57 MooresCreek 4.0 FW 11650.00 312.16 326.49 328.32 0.004698 10.95 1105.92 106.61 0.58 MooresCreek 4.0 10yr 4650.00 312.16 321.62 322.53 0.004118 7.67 621.67 107.50 0.51 MooresCreek 4.0 50yr 9050.00 312.16 324.73 326.17 0.004640 9.83 1041.32 161.82 0.56 MooresCreek 4.0 500yr 20250.00 312.16 329.67 331.84 0.004536 12.73 2041.66 241.17 0.59 MooresCreek 3.9 100yr 1 11650.00 311.161 325.06 1 326.75 0.0048121 10.80 1271.041 184.73 0.58 MooresCreek 3.9 FW 11650.00 311.16 325.36 327.24 0.004881 11.08 1092.62 106.32 0.59 MooresCreek 3.9 10yr 4650.00 311.16 320.74 321.62 0.003909 7.54 634.68 109.59 0.49 MooresCreek 3.9 6Wr 9050.00 311.16 323.62 325.10 0.004828 9.97 1023.12 159.85 0.57 MooresCreek 3.9 500yr 20250.00 311.16 328.61 330.81 0.004618 12.81 2026.64 240.22 0.60 MooresCreek 3.8 100yr 11650.00 310.16 323.81 325.61 0.005265 11.12 1224.97 180.40 0.61 MooresCreek 3.8 FW 11650.00 310.16 324.14 326.09 0.005241 11.32 1068.31 105.79 0.61 MooresCreek 3.8 10yr 4650.00 310.16 319.93 320.76 0.003604 7.33 655.75 112.89 0.48 MooresCreek 3.8 50yr 9050.00 310.161 322.38 323.96 0.005263 10.27 984.80 155.61 0.60 MooresCreek 3.8 500yr 20250.00 310.16 327.48 329.75 0.004790 12.97 1996.60 238.31 0.61 MooresCreek 3.7 100yr 11650.00 309.16 321.93 324.19 0.007184 12.35 1073.34 165.23 0.70 MooresCreek 3.7 FW 11650.00 309.16 322.64 324.80 0.006140 11.88 1016.45 104.65 0.65 MooresCreek 3.7 10yr 4650.00 309.16 319.21 319.97 0.003199 7.04 688.39 117.83 0.45 MooresCreek 3.7 50yr 9050.00 309.16 320.65 322.58 0.006858 11.27 876.77 143.00 0.67 MooresCreek 3.7 500yr 20250.00 309.16 326.19 328.61 0.005212 13.34 1928.84 233.95 0.63 MooresCreek 3.0 100yr 11650.00 3134.961 322.62 1 322.70 O.OD03861 3.37 6728.321 982.41 0.17 MooresCreek 3.0 FW 11650.00 304.96 323.35 323.42 0.000351 3.33 6432.57 774.00 0.16 MooresCreek 3.0 10yr 4650.00 304.96 316.91 317.34 0.002943 6.28 1473.41 800.23 0.41 MooresCreek 3.0 6Wr 9050.00 304.96 320.81 320.90 0.000568 3.69 4963.40 960.15 0.20 MooresCreek 3.0 500yr 20250.00 304.96 327.32 327.39 0.000229 3.19 11480.94 1039.88 0.13 MooresCreek 2.0 100yr 12200.00 300.46 321.04 321.80 0.001250 8.03 2112.99 174.65 0.33 MooresCreek 2.0 FW 12200.00 300.46 321.91 322.62 0.001087 7.72 2120.14 140.00 0.31 MooresCreek 2.0 10yr 4840.00 300.46 314.87 315.28 0.001035 5.56 1140.39 140.76 0.28 MooresCreek 2.0 6Wr 9450.00 300.461 319.22 319.841 0.001146 7.171 1803.42 164.62 0.31 MooresCreek 2.0 500yr 21300.00 300.46 325.50 326.66 0.001527 10.25 3071.60 253.54 0.38 MooresCreek 1.7 100yr 12200.00 300.26 320.38 321.30 0.001970 10.39 1962.11 170.93 0.42 MooresCreek 1.7 FW 12200.00 300.26 321.21 322.16 0.001839 10.33 1888.52 129.00 0.41 MooresCreek 1.7 10yr 4840.00 300.26 314.26 314.83 0.001819 7.73 1007.01 137.37 0.38 MooresCreek 1.7 6Wr 9450.00 300.26 318.58 319.37 0.001854 9.45 1662.08 163.40 0.40 HEC-RAS Plan: CORRECTED River: MooresCreek Reach: MooresCreek (Continued) Reach River Ste Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Val Chnl Flow Area Top Width Froude # Chi (cfs) (ft) (ft) (ft) (ft) Wit) (ft/s) (sq ft) (ft) MooresCreek 1.7 500yr 21300.00 300.26 324.71 326.04 0.002356 13.02 2826.10 236.23 0.47 MooresCreek 1.6 100yr 12200.00 300.46 320.36 313.05 320.97 0.001399 6.26 1948.18 170.85 0.32 MooresCreek 1.6 FW 12200.00 300.46 321.22 313.03 321.75 0.001157 5.84 2089.00 163.00 0.29 MooresCreek 1.6 10yr 4840.00 300.46 314.21 309.22 314.57 0.001613 4.85 998.88 137.11 0.32 MooresCreek 1.6 6Wr 9450.00 300.46 318.56 311.89 319.06 0.001434 5.71 1655.17 163.26 0.31 MooresCreek 1.6 15ODyr 21300.00 300.461 324.68 316.211 325.68 0.0015231 8.03 2653.121 232.65 0.35 MooresCreek 1.5 Bridge MooresCreek 1.4 100yr 12200.00 300.46 320.33 313.05 320.94 0.001410 6.28 1943.68 170.74 0.32 MooresCreek 1.4 FW 12200.00 300.46 321.20 313.03 321.73 0.001163 5.85 2085.52 163.00 0.29 MooresCreek 1.4 10yr 4840.00 300.46 314.18 309.22 314.54 0.001633 4.87 994.64 136.91 0.32 MooresCreek 1.4 50yr 9450.00 300.46 318.53 311.89 319.04 0.001446 5.72 1650.71 163.11 0.32 MooresCreek 1.4 500yr 21300.00 300.46 324.65 316.21 325.65 0.001534 8.04 2647.69 232.36 0.35 MooresCreek 1.3 100yr 12200.00 300.46 319.51 320.58 0.002416 11.14 1825.17 166.99 0.46 MooresCreek 1.3 FW 12200.00 300.46 320.10 321.27 0.002395 11.33 1693.93 123.00 0.46 MooresCreek 1.3 10yr 4840.00 300.46 313.53 314.24 0.002364 8.46 912.72 134.70 0.43 MooresCreek 1.3 50yr 9450.00 300.46 317.80 318.71 0.002277 10.13 1545.31 159.29 0.44 MooresCreek 1.3 500yr 21300.00 300.46 323.60 325.20 0.002940 14.06 2572.15 219.69 0.52 MooresCreek 1.0 100yr 12200.00 292.96 313.26 309.13 314.90 0.004648 10.68 1401.33 217.471 0.53 MooresCreek 1.0 FW 12200.00 292.96 313.76 309.11 315.60 0.0'666 10.97 1173.33 110.00 0.53 MooresCreek 1.0 10yr 4840.00 292.96 308.26 303.78 309.14 0.003790 7.51 844.46 75.49 0.45 MooresCreek 1.0 6Wr 9450.00 292.96 311.76 .7.42 313.23 0.004628 9.88 1088.16 197.84 0.52 MooresCreek 1.0 500yr 21300.00 292.96 318.26 314.13 319.83 0.003294 11.20 2558.13 245.26 0.47 'c 'c MooreaCreek Plan: CORRECTED- NAVE) 88 9/4/2019 FEMA Section D 07 ----+.045 SOT 350 Legend WS 500yr 345 WS FN/ WS 100yr WS 50yr 340 WS 10yr Ground • 335 Bank Sta Encroachment C 330 d ul 200 300 400 500 800 700 800 Station (g) MooresCreek Plan: CORRECTED- NAIVE) 88 9/4/2019 1.07).045�6A 200 300 400 500 800 700 800 Station (g) Legend WS 500yr WS FW WS 100yr WS 50yr WS 10yr Ground Bank St. Encroachment C O N W 1 MooresCreek Plan: CORRECTED- NAVE) 88 9/4/2019 07 ----+.045 SOT 350 Legend WS 500yr 345 WS PAI WS 100yr WS 50yr 340 i WS 10yr x Ground • 335 Bank Sta Encroachment 200 300 400 500 600 700 800 Station (g) MooreaCreek Plan: CORRECTED- NAVE) 88 9/4/2019 200 300 400 500 600 700 800 Station (g) Legend WS 500yr WS FW WS 100yr WS 50yr WS 10yr Ground Bank St. Encroachment 'c 'c MooreaCreek Plan: CORRECTED- NAVE) 88 9/4/2019 FEMA Section C �.07). �.07A 0 4 Legend WS 500yr VVS Ply WS 100yr WS 50yr WS 10yr Ground Bank St. Encroachment C O N W 200 400 600 800 1000 1200 1400 1600 Station (%) MooreaCreek Plan: CORRECTED- NAVE) 88 9142019 1—.07—� . 1.07� Legend VVS 500yr WS FW WS 100yr WS 50yr WS 10yr Ground • Bank Sta Encroachment C 0 d ul 450 500 550 600 650 700 750 800 Station (%) 74 MooresCreek Plan: CORRECTED- NAVE) 88 9/42019 FEMA Section B M Legend WS 500yr VVS PAI WS 100yr WS 50yr WS 10yr Ground Bank Sta Encroachment 250 300 350 400 450 500 550 600 650 Station (%) ouresCreek Plan: CORRECTED- NAVE) 88 9142019 Copy of Ste 1.4 �.07+—.045 )ic 07—� 0 Legend WS 500yr WS FW WS 100yr 0 WS 50yr WS 10yr Ground Ine% 0- Ban*k Sta Encroachment 450 500 550 600 650 700 750 800 Station (%) 'c .' d w C 0 d w Moor es Plan: CORRECTED- NAVD 88 9/4/2019 Moores Creek Lane �.07+—.045 .07� Legend WS 500yr WS FW WS 100yr WS 50yr WS 10yr Ground Ine% • Bank Sta C 0 Encroachment m w 450 500 550 600 650 700 750 800 Station (%) MooreaCreek Plan: CORRECTED- NAVE) 88 9/4/2019 1 .07)1( .045 )'( .07---A Legend WS 500yr WS FW WS 100yr WS 50yr WS 10yr Ground Ine% • Bank St. C 0 m w Encroachment 450 500 550 600 650 700 750 800 Station (%) 3 Moor es Plan: CORRECTED- NAVE) 88 9/4/2019 Moores Creek Lane �.07+—.045 )1(.07—� Legend WS 500yr WS FW WS 100yr WS 50yr WS 10yr Ground Ine% • Bank St. Encroachment 450 500 550 600 650 700 750 800 Station (%) MooresCreek Plan: CORRECTED- NAVE) 88 9/4/2019 reach length conecletl based on Moores CK Lane crossing 350 r '07A O 4 Legend 5 WS 500yr WS FVy WS 100yr 340 WS 50yr WS 10yr Ground • Bank St. 330 Encroachment 450 500 550 600 650 700 750 800 Station (%) 'c MooreaCreek Plan: CORRECTED- NAVD 88 9/4/2019 L FEMA Section 3501 16 I .045�C.07� Lege 50 100 150 200 250 300 350 400 Station (tl) INS 500yr VVS FIN INS 100yr INS 50yr INS 10yr Ground Sank St. Encroachment AN&IIVresIT, Eel 1141 HEC-RAS Plan: EXISTING Floodway River: MooresCreek Reach: MooresCreek Profile: FW Reach River Sta Profile Top Wdth Act Area Val Total W.S. Elev Base WS Prof Delta WS (ft) (sQ ft) ON (ft) (ft) (ft) MooresCreek 2640.37 FW 91.00 1041.27 11.72 318.47 318.21 0.26 MooresCreek 2290.53 FW 213.00 1972.41 6.19 318.63 318.34 0.29 MooresCreek 1789.04 FW 95.00 1048.28 11.64 315.57 315.45 0.12 MooresCreek 1669.52 FW 90.00 1053.75 11.58 315.11 314.98 0.12 MooresCreek 1620.63 FW 97.00 1092.75 11.16 314.86 314.71 0.14 MooresCreek 1570.82 FW 104.00 1193.99 10.22 314.94 314.87 0.07 MooresCreek 1491.63 FW 115.50 1268.67 9.62 314.65 314.65 0.00 HEC-RAS Plan: EXISTING Multiple River: MooresCreek Reach: MooresCreek Reach River Ste Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev, E.G. Slope Val Chnl Flow Area Top Width Froude # Chi (cfs) (ft) (ft) (ft) (ft) (Wit) (ft/s) (sq ft) (ft) MooresCreek 2640.37 10yr 4840.00 301.77 313.02 314.29 0.004097 9.13 561.85 78.93 0.52 MooresCreek 2640.37 50yr 9450.00 301.77 316.71 318.89 0.004792 12.25 881.75 92.61 0.59 MooresCreek 2640.37 100yr 12200.00 301.77 318.21 320.97 0.005354 13.89 1025.09 98.30 0.63 MooresCreek 2640.37 500yr 21300.00 301.77 321.55 320.05 326.40 0.007490 18.81 1390.67 123.36 0.78 MooresCreek 2290.53 10yr 4840.00 300.58 312.24 313.06 0.002483 7.47 760.51 129.83 0.41 MooresCreek 2290.53 50yr 1 9450.00 300.581 316.49 317.46 0.0021241 8.71 1524.821 216.50 0.40 MooresCreek 2290.53 100yr 12200.00 300.58 318.34 319.36 0.002024 9.22 1944.56 235.02 0.40 MooresCreek 2290.53 500yr 21300.00 300.58 322.91 324.11 0.001937 10.63 3090.14 263.57 0.41 MooresCreek 1789.04 10yr 4840.00 299.24 310.56 306.54 311.58 0.003482 8.10 601.04 70.00 0.47 MooresCreek 1789.04 50yr 9450.00 299.24 313.95 310.02 315.87 0.004473 11.28 930.07 150.79 0.56 MooresCreek 1789.04 100yr 12200.00 299.24 315.45 311.95 317.75 0.004763 12.54 1171.52 202.91 0.59 MooresCreek 1789.04 500yr 21300.00 299.24 321.05 317.69 322.88 0.002993 12.40 2620.89 281.78 0.49 MooresCreek 11669.52 10yr 1 4840.00 299.921 310.12 311.13 0.003994 8.05 612.41 86.87 0.50 MooresCreek 1669.52 50yr 9450.00 299.92 313.56 315.28 0.004448 10.68 958.67 112.23 0.56 MooresCreek 1669.52 100yr 12200.00 299.92 314.98 317.13 0.004844 12.04 1122.97 118.26 0.59 MooresCreek 1669.52 500yr 21300.00 299.92 318.95 322.26 0.005449 15.27 1625.40 144.34 0.66 MooresCreek 1620.63 10yr 4840.00 299.88 309.83 310.92 0.004180 8.45 605.68 94.28 0.51 MooresCreek 1620.63 50yr 9450.00 299.88 313.29 315.05 0.004534 11.04 980.55 119.19 0.56 MooresCreek 1620.63 100yr 12200.00 299.88 314.71 316.89 0.004906 12.39 1154.80 124.41 0.60 MooresCreek 1620.63 500yr 21300.00 299.88 319.25 321.79 0.004266 14.04 1901.59 221.351 0.59 MooresCreek 1570.82 10yr 4840.00 299.84 309.76 310.67 0.003739 7.68 659.05 108.95 0.48 MooresCreek 1570.82 50yr 9450.00 299.84 313.36 314.73 0.003601 9.68 1113.10 137.48 0.50 MooresCreek 1570.82 100yr 12200.00 299.84 314.87 316.52 0.003764 10.75 1324.09 142.69 0.53 MooresCreek 1570.82 500yr 21300.00 299.84 319.71 321.36 0.002722 11.29 2291.71 256.07 0.47 MooresCreek 1491.63 10yr 4840.00 299.78 309.45 306.05 310.39 0.003296 7.92 686.31 120.36 0.47 MooresCreek 1491.63 50yr 9450.00 299.78 313.11 309.56 314.45 0.003269 9.91 1197.08 161.76 0.49 MooresCreek 1491.63 100yr 12200.00 299.78 314.65 311.08 316.21 0.003389 10.88 1470.01 194.13 0.51 MooresCreek 1491.63 SOOyr 21300.00 299.78 319.42 314.98 321.13 0.002840 12.10 2564.52 242.53 0.49 MooresCreek Plan: EXISTING - Multiple Profiles 1/23/2020 MooresCreek Plan: EXISTING - Multiple Profiles 1/23/2020 New Section New Section .05 --+07+045-.07 --� .07 �F .045 ��.07 � 360 Legend 350 Legend 350 WS 500yr WS 500yr WS 100yr 340 WS 100yr 340 WS 50yr WS 50yr 330 c WS 10yr o WS 10yr > 330 Ground > Ground W 320 • Bank Sta 2 W 320 • Bank Sta 310 310 300 300 0 100 200 300 400 500 0 100 260 300 400 Station (ft) Station (ft) MooresCreek Plan: EXISTING - Multiple Profiles 1/23/2020 MooresCreek Plan: EXISTING - Multiple Profiles 1/23/2020 New Section New Section .07 )iE.045+—.07—� .07 �F.016� 6 �.045 �.07� 360 Legend 350 7 Legend 350 WS 500yr 340 WS 500yr WS 100yr WS 100yr 340 WS 50yr 330 WS 50yr c c 330 WS 10yr x WS 10yr • 2 320 'v 320 Ground w Ground W Ineft W 310 Bank Sta 310 Bank Sta 300 300 290 290 0 100 200 300 400 500 0 100 200 300 400 500 Station (ft) Station (ft) 1 MooresCreek Plan: EXISTING - Multiple Profiles 1/23/2020 MooresCreek Plan: EXISTING - Multiple Profiles 1/23/2020 New Section New Section �.07 --+.016 �.045+—.07� .07 016�6�.045-+—.07 350 0 7 Legend 340 7 Legend 340 WS 500yr WS 500yr 330 WS 100yr WS 100yr 330-WS 50yr WS 50yr � � 320 c WS 10yr WS 10yr 320 o > Ground > Ground ul 310 • Bank Sta ° ul 310 • Bank Sta 300 300 290 290 4700 4800 4900 5000 5100 5200 4700 4800 4900 5000 5100 5200 Station (ft) Station (ft) MooresCreek Plan: EXISTING - Multiple Profiles 1/23/2020 New Section .016 �F .07 -.045 +—.07 340 Legend WS 500yr 330 WS 100yr WS 50yr � 320 c WS 10yr > Ground w 310 • Bank Sta 300 290 0 100 200 300 400 500 Station (ft) 2 (CLOMR) PROPOSED MODEL HEC-RAS Plan: Proposed FW River: MooresCreek Reach: MooresCreek Profile: FW Reach River Sta Profile Top Wdth Act Area Vel Total W.S. EIII Base WS Prof Delta WS (ft) (sQ ft) (TVs) (ft) (ft) (ft) MooresCreek 2640.37 FW 91.00 1055.25 11.56 318.62 318.23 0.39 MooresCreek 2290.53 FW 213.00 2009.82 6.07 318.81 318.37 0.44 MooresCreek 1789.04 FW 95.00 1086.78 11.23 315.98 315.55 0.43 MooresCreek 1669.52 FW 90.00 1097.40 11.12 315.59 315.11 0.48 MooresCreek 1620.63 FW 97.00 1143.80 10.67 315.38 314.82 0.56 MooresCreek 1601.10 BR U FW 97.00 1149.82 10.61 315.45 314.63 0.61 MooresCreek 1601.10 BR D FW 104.00 1211.02 10.07 315.10 315.05 0.05 MooresCreek 1570.82 FW 104.001 1195.42 10.211 314.951 314.911 0.04 MooresCreek 1491.63 FW 115.501 1268.67 9.621 314.651 314.65 0.00 HEC-RAS Plan: PR Multiple River: MooresCreek Reach: MooresCreek Reach River Ste Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Val Chnl Flow Area Top Width Froude # Chi (cfs) (ft) (ft) (ft) (ft) (fttft) (ft/s) (sq ft) (ft) MooresCreek 2640.37 10yr 4840.00 301.77 313.09 314.34 0.003989 9.06 567.65 79.49 0.51 MooresCreek 2640.37 50yr 9450.00 301.77 316.87 318.99 0.004581 12.07 896.06 91.00 0.58 MooresCreek 2640.37 100yr 12200.00 301.77 318.23 320.98 0.005324 13.87 1027.26 98.38 0.63 MooresCreek 2640.37 500yr 21300.00 301.77 321.40 320.05 326.36 0.007742 19.02 1371.88 122.34 0.79 MooresCreek 2290.53 10yr 4840.00 300.58 312.36 313.15 0.002375 7.36 775.62 131.04 0.40 MooresCreek 2290.53 50yr 1 9450.00 300.581 316.70 317.61 0.0019931 8.52 1562.061 209.50 0.39 MooresCreek 2290.53 100yr 12200.00 300.58 318.37 319.38 0.002009 9.19 1950.76 235.22 0.40 MooresCreek 2290.53 500yr 21300.00 300.58 322.79 324.02 0.001992 10.74 3056.90 262.97 0.42 MooresCreek 1789.04 10yr 4840.00 299.24 310.78 306.54 311.75 0.003211 7.91 617.21 71.86 0.45 MooresCreek 1789.04 50yr 9450.00 299.24 314.32 310.03 316.15 0.004072 10.98 929.31 95.00 0.53 MooresCreek 1789.04 100yr 12200.00 299.24 315.55 311.95 317.80 0.004630 12.42 1188.07 205.66 0.58 MooresCreek 1789.04 500yr 21300.00 299.24 320.77 317.69 322.71 0.003214 12.73 2541.71 280.87 0.51 MooresCreek 11669.52 10yr 1 4840.00 299.921 310.41 311.34 0.003584 7.77 637.37 89.26 0.47 MooresCreek 1669.52 50yr 9450.00 299.92 313.95 315.61 0.004072 10.45 949.76 90.00 0.53 MooresCreek 1669.52 100yr 12200.00 299.92 315.11 317.19 0.004656 11.88 1137.83 118.72 0.58 MooresCreek 1669.52 500yr 21300.00 299.92 319.62 322.21 0.004210 13.78 1844.24 216.13 0.58 MooresCreek 1620.63 10yr 4840.00 299.88 310.14 306.66 311.14 0.003693 8.12 635.50 97.40 0.48 MooresCreek 1620.63 50yr 9450.00 299.88 313.72 310.22 315.40 0.004083 10.73 982.56 97.00 0.54 MooresCreek 1620.63 100yr 12200.00 299.88 314.82 311.83 316.95 0.004755 12.26 1168.93 129.60 0.59 MooresCreek 1620.63 500yr 21300.00 299.88 319.69 316.85 321.77 0.003424 12.79 2062.65 222.15 0.53 MooresCreek 1601.10 Bridge MooresCreek 1570.82 10yr 4840.00 299.84 309.77 306.45 310.67 0.003721 7.66 660.10 109.05 0.48 MooresCreek 1570.82 50yr 9450.00 299.84 313.34 309.59 314.94 0.004035 10.24 959.75 90.00 0.53 MooresCreek 1570.82 100yr 12200.00 299.84 314.91 311.25 316.52 0.003685 10.66 1329.75 180.91 0.52 MooresCreek 1570.82 500yr 21300.00 299.84 319.55 314.97 321.37 0.003088 11.95 2349.64 235.09 0.50 MooresCreek 11491.63 10yr 4840.00 299.78 309.45 W6.05 310.39 0.003296 7.92 686.31 120.36 0.47 MooresCreek 1491.63 50yr 9450.00 299.78 313.11 309.55 314.58 0.003484 10.23 1090.80 115.50 0.51 MooresCreek 1491.63 t00yr 12200.00 299.78 314.65 311.08 316.23 0.003401 10.91 1444.87 167.53 0.51 MooresCreek 11491.63 15ODyr 1 21300.001 299.781 319.421 314.781 321.051 0.0026821 11.761 2425.851 242.39 0.48 MooresCreek Plan: PROPOSED - Multiple Profiles 1/22/2020 New Section ER 0 w w 0 100 MooresCreek C Legend x 0 > WS 500yr WS 100yr WS 50yr WS 10yr Ground • Bank Sta °1 w Encroachment 200 300 400 500 Station (ft) Plan: PROPOSED - Multiple Profiles 1/22/2020 New Section Station (ft) WS 500yr WS 100yr WS 50w Ground • Inert • Bank Sta Encroachment 1 iR c 0 w w MooresCreek Plan: PROPOSED - Multiple Profiles 1/22/2020 New Section Legend WS 500yr WS 100yr WS 50yr WS 10yr Ground • Bank Sta Encroachment 0 100 200 300 400 Station (ft) MooresCreek Plan: PROPOSED - Multiple Profiles 1/2212020 New Section Station (ft) Legend WS 500yr WS 100yr WS 50w Ground • Bank Sta Encroachment ER 0 w w iR 0 w w MooresCreek Plan: PROPOSED - Multiple Profiles 1/22/2020 New Section �.013-4.016� . k.045*�—.07--� WS 500yr 0 WS 100yr WS 50yr WS 10yr > Ground • j w Ineff • Bank Sta Encroachment 4700 4800 4900 5000 5100 5200 Station (ft) MooresCreek Plan: PROPOSED - Multiple Profiles 1/22/2020 Proposed) Pedestrian Bridge �.013�+.04�.I.�.03 �.07 Legend 044 LO 4 52 2 Station (ft) WS 500yr x 0 WS 100yr WS 50yr WS 10yr > Ground • j w Ineff • Bank Sta Encroachment 2 MooresCreek Plan: PROPOSED - Multiple Profiles 1/22/2020 Proposed Pedestrian Bridge �.013-4.016� . I. �.034.04�. k.07� WS 500yr WS 100yr WS 50w Ground • Ineff Bank Sta Encroachment 4700 4800 4900 5000 5100 5200 Station (ft) MooresCreek Plan: PROPOSED - Multiple Profiles 1/22/2020 New Section Station (ft) WS 500yr WS 100yr WS 50w Ground • Ineff • Bank Sta Encroachment MooresCreek Plan: PROPOSED - Multiple Profiles 1/22/2020 New Section .016 �k.013d k.045+—.07 340 O 7 Legend WS 500yr 330 WS 100yr WS 50yr � 320 o WS 10yr > Ground w 310 • Bank Sta Encroachment 300 290 0 100 200 300 400 500 Station (ft) As -built LOMR MODEL HEC-RAS Plan: Asbuilt LOMR FW River: MooresCreek Reach: MooresCreek Profile: FW Reach River Ste Profile Q Total Min Ch El W.S. Elav Crit W.S. E.G. Elev E.G. Slope Val Chnl Flow Area Top Width Froude # Chi (cts) (ft) (ft) (ft) (ft) (ft/6) (ft/s) (sq ft) (ft) MooresCreek 2640.37 FW 12200.00 301.77 318.56 321.17 0.004916 13.52 1049.80 91.00 0.61 MooresCreek 2290.53 FW 12200.00 300.58 318.74 319.68 0.001830 8.91 1995.32 213.00 0.38 MooresCreek 1789.04 FW 12200.00 299.24 315.83 311.94 318.17 0.004579 12.51 1072.43 95.00 0.58 MooresCreek 1669.52 FW 12200.00 299.92 315.42 317.56 0.004540 11.92 1081.73 90.00 0.58 MooresCreek 1620.63 FW 12200.00 298.30 315.23 311.65 317.31 0.004460 12.00 1135.59 97.00 0.57 MooresCreek 1601.10 Bridge MooresCreek 159701 W 99.7 .79 6 1.2 178 0.55 ek ooresCre41 6 12200 0 06 0020 10 167 2686 10150 0.50 HEC-RAS Plan: ASBUILT Multiple River: MooresCreek Reach: MooresCreek Reach River Ste Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Val Chnl Flow Area Top Width Froude # Chi (cts) (ft) (ft) (ft) (ft) (fttft) (ft/s) (sq ft) (ft) MooresCreek 2640.37 10yr 4840.00 301.77 313.05 314.31 0.004056 9.11 564.01 79.14 0.51 MooresCreek 2640.37 50yr 9450.00 301.77 316.77 318.93 0.004707 12.18 887.68 92.85 0.59 MooresCreek 2640.37 100yr 12200.00 301.77 318.22 320.97 0.005342 13.88 1025.90 98.33 0.63 MooresCreek 2640.37 500yr 21300.00 301.77 321.64 320.05 326.42 0.007346 18.69 1401.80 123.94 0.77 MooresCreek 2290.53 10yr 4840.00 300.58 312.28 313.09 0.002442 7.43 766.19 130.29 0.41 MooresCreek 2290.53 50yr 1 9450.00 300.581 316.58 317.52 0.0020681 8.63 1543.151 218.26 0.40 MooresCreek 2290.53 100yr 12200.00 300.58 318.35 319.37 0.002019 9.21 1946.88 235.10 0.40 MooresCreek 2290.53 500yr 21300.00 300.58 322.99 324.17 0.001905 10.57 3109.81 263.92 0.41 MooresCreek 1789.04 10yr 4840.00 299.24 310.64 306.54 311.64 0.003374 8.02 607.22 70.70 0.46 MooresCreek 1789.04 50yr 9450.00 299.24 314.18 310.02 316.01 0.004177 11.03 964.90 154.78 0.54 MooresCreek 1789.04 100yr 12200.00 299.24 315.49 311.95 317.77 0.004712 12.50 1177.85 204.01 0.58 MooresCreek 1789.04 500yr 21300.00 299.24 321.20 317.69 322.97 0.002879 12.22 2664.34 282.28 0.48 MooresCreek 11669.52 10yr 1 4840.00 299.921 310.23 311.21 0.003828 7.94 622.05 87.80 0.49 MooresCreek 1669.52 50yr 9450.00 299.92 313.83 315.45 0.004080 10.39 989.20 113.60 0.53 MooresCreek 1669.52 100yr 12200.00 299.92 315.04 317.15 0.004748 11.96 1131.09 121.21 0.59 MooresCreek 1669.52 500yr 21300.00 299.92 319.74 322.46 0.004331 14.04 1815.25 191.32 0.59 MooresCreek 1620.63 10yr 4840.00 298.30 309.99 306.48 311.01 0.003863 8.19 627.54 102.17 0.49 MooresCreek 1620.63 50yr 9450.00 298.30 313.66 310.17 315.23 0.003991 10.47 1046.07 124.04 0.53 MooresCreek 1620.63 100yr 12200.00 298.30 314.85 311.78 316.89 0.004664 12.04 1197.95 131.08 0.58 MooresCreek 1620.63 500yr 21300.00 298.30 319.80 315.76 322.01 0.003685 13.19 2051.74 213.16 0.54 MooresCreek 1601.10 Bridge MooresCreek 1570.82 10yr 4840.00 299.84 309.71 306.45 310.63 0.003822 7.73 653.60 108.44 0.49 MooresCreek 1570.82 50yr 9450.00 299.84 313.26 309.76 314.65 0.003693 9.75 1103.27 141.17 0.51 MooresCreek 1570.82 100yr 12200.00 299.84 314.77 311.25 316.41 0.003819 10.77 1321.09 171.18 0.53 MooresCreek 1570.82 500yr 21300.00 299.84 319.28 315.01 321.23 0.003339 12.30 2231.57 224.16 0.52 MooresCreek 11491.63 10yr 4840.00 299.78 309.45 306.05 310.34 0.003173 7.77 686.31 120.36 0.46 MooresCreek 1491.63 50yr 9450.00 299.78 313.11 309.68 314.29 0.002905 9.34 1185.88 150.18 0.46 MooresCreek 1491.63 t00yr 12200.00 299.78 314.65 311.08 316.00 0.002942 10.15 1431.88 168.61 0.48 MooresCreek 11491.63 15ODyr 1 213M.001 299.781 319.421 314.451 320.691 0.0020101 10.181 2473.391 242.53 0.41 F c 0 .s v w iR w MooresCreek Plan: ASBUILT- Multiple Profiles 8/4/2021 Geom: ASBUILT NAVDS8 Flow: Multiple(HEC-2 Flows) KnownWSE (NAVD88) IRS = 2640.37 New Section Legend WS 500yr Crit 500yr WS 100yr i • c WS 50yr 0 WS 10yr 'w w Ground • Bank Sta 0 100 200 300 400 500 Station (ft) MooresCreek Plan: ASBUILT - Multiple Profiles 8/4/2021 Geom: ASBUILT NAVDS8 Flow: Multiple(HEC-2 Flows) KnownWSE (NAVD88) IRS = 1789.04 New Section .07 )!(.045 Station (ft) WS 500yr Cnt 500yr wS 100yr WS 50yr ............ Cnt 100yr Vs 10yr ............................ cMsoyr Grit 10yr Gmund Inert Bank Sta iR c A d w MooresCreek Plan: ASBUILT - Multiple Profiles 8/4/2021 Geom: ASBUILT NAVDS8 Flow: Multiple(HEC-2 Flows) KnownWSE (NAVD88) IRS = 2290.53 New Section Legend WS 500yr WS 100yr WS 50yr WS 10yr Ground • Bank Sta 0 100 200 300 400 Station (ft) MooresCreek Plan: ASBUILT - Multiple Profiles 8/4/2021 Geom: ASBUILT NAVDS8 Flow: Multiple(HEC-2 Flows) KnownWSE (NAVD88) IRS = 1669.52 New Section Station (ft) Legend WS 500yr WS 01 0yr WS 50yr WS 10yr Ground • Bank Sta F c is w C c 0 N W MooresCreek Plan: ASBUILT- Multiple Profiles 8/4/2021 Geom: ASBUILT NAVD68 Flow: Multiple(HEC-2 Flows) KnownWSE (NAVD88) RS = 1620.63 New Section .045 A .07 WS 500yr Crit 500yr WS 100yr WS SOyr Crit 100yr cm W WS 10yr cm 10yr Ground Bank Sta 4700 4600 4900 5600 5100 5200 Station (ft) MooresCreek Plan: ASBUILT - Multiple Profiles 8/4/2021 Geom: ASBUILT NAVD68 Flow: Multiple(HEC-2 Flows) KnownWSE (NAVD88) RS = 1601.10 BR Proposed Pedestrian Bridge Station (ft) WS 500yr ws 100yr Grit 500yr WS 50yr Crit 100yr %i 10yr Cm 50yr Cm loyr Ground A. Inert Bank sta F c m w iR c 0 N W MooresCreek Plan: ASBUILT - Multiple Profiles 8/4/2021 Geom: ASBUILT NAVD68 Flow: Multiple(HEC-2 Flows) KnownWSE (NAVD88) RS = 1601.10 BR Proposed Pedestrian Bridge .045 AID .07 C WS 500yr x Crit 500yr WS 100yr WS 50yr Crit 100yr cm 50yr WS 10yr Crit 10yr Ground Bank Sta 4700 4800 4900 5600 5100 5200 Station (ft) MooresCreek Plan: ASBUILT - Multiple Profiles 8/4/2021 Geom: ASBUILT NAVD68 Flow: Multiple(HEC-2 Flows) KnownWSE (NAVD88) RS = 1570.82 New Section Station (ft) ws 500yr Grit 500yr ws 100yr ws 50yr ..................... Crit 100yr Cm 50yr ws 10yr ..........+............. Cm loy Ground Inert Bank Sta MooresCreek Plan: ASBUILT - Multiple Profiles 8/4/2021 Geom: ASBUILT NAVD88 Flow: Multiple(HEC-2 Flows) KnownWSE (NAVD88) RS = 1491.63 New Section .016 '�.013+07+t .045 340 : Legend WS 500yr 330 WS looyr .............„................ Cat 500yr 320 WS 50yr c..._ c _. Crit 100yr. d 310 :, crn soyr.. w -� ---—'--'--'--'-- —'-- -'--'-- WS loyr Cri110yr - - _ Ground 290 0 100 200 300 400 500 Station (1t) APPENDIX 5 As -built Survey & Pictures CERTIFICATION OF AS -BUILT SURVEY I, PAUL N. HUBER, A LICENSED LAND SURVEYOR IN THE COMMONWEALTH OF VIRGINIA, DO HEREBY CERTIFY THAT THE AS -BUILT CONDITIONS DEPICTED HEREIN ACCURATELY REFLECT THE CONSTRUCTION OF THE REFERENCED SITE. 2379 LICENSE NO. WOOLEN MILLS REDEVELOPMENT NOTES TAX MAP PARCEL AND OWNER INFO: PARCEL 07800-00-00-021 BO WOOLEN MILLS, LLC P.O. BOX 1099 CHARLOTTESVILLE, VA 22902 EXISTING ZONING: C-1 COMMERCIAL PROPOSED ZONING: C-1 COMMERCIAL MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: ROGER RAY & ASSOC. LOUISA AERIAL SURVEYS, INC. P.O. BOX 430 MINERAL, VA23117 (540) 967-1499 RIVANNA RIVER PROJ. NO. 7012489 AIRBORNE SURVEY CONDUCTED: 12/25/2013 ADDITIONAL TOPOGRAPHIC INFORMATION: 2/13/2018 DATUM: VERTICAL: NAVD88 SETBACKS: FRONT: 10' (MINIMUM) 30' (MAXIMUM) SIDE AND REAR: IN ACCORDANCE WITH BUILDING CODE PRESENT USE: WAREHOUSE PROPOSED USE: 85,396 SF OFFICE SPACE 12,113 SF RESTAURANT (10,629 RESTAURANT, 1,484 COFFEE SHOP) REQUIRED PARKING PER ORDINANCE: OFFICE: 85,396 SF X (1 SPACE / 200 SF) = 427 SPACES RESTAURANT: 12,113 SF X (13 SPACES / 1,000 SF) = 158 SPACES TOTAL = 585 SPACES 20% REDUCTION PARKING MODIFICATION = 585 X 20% = 468 SPACES TOTAL PARKING REQUIRED (ADJUSTMENT): 468 SPACES PROPOSED PARKING: 324 SPACES (REMAINING REQUIRED SPACES TO BE WAIVED PER FORMAL WAIVER REQUEST) ADA PARKING REQUIRED: 9 SPACES (AT LEAST 2 VAN ACCESSIBLE SPACES) (PER 2012 VCC) ADA PARKING PROVIDED: 9 SPACES EXISTING IMPERVIOUS AREA = 2.19 ACRES PROPOSED IMPERVIOUS AREA = 3.87 ACRES ACSA NOTES MINOR SITE PLAN AMENDMENT- SDP-2017-7r-% COUNTY OF ALBEMARLE, VIRGINIA AS -BUILT SURVEY BY TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 DATE OF SURVEY: MARCH 24, 2021. BOLD AND/OR BOXED INFORMATION IS AS -BUILT AS -BUILT SURVEY NOTES: 1. HORIZONTAL DATUM IS BASED ON NAD 83 (NA2011); VERTICAL DATUM IS BASED ON NAVD 88. AS ESTABLISHED BY OTHERS CONTRACTOR SHALL BE RESPONSIBLE FOR ABANDONING THE EXISTING 4" WATER METER THAT SERVES THE WOOLEN MILLS PROPERTY, LOCATED ALONG PIREUS ROW (OFFSITE). THE EXISTING 6" DIP CONNECTED TO THE 4" WATER METER SHALL BE CUT AND CAPPED AT A LOCATION BEYOND THE EXISTING FIRE HYDRANT ASSEMBLY ALONG PIREUS ROW. EXISTING 6" DIP SHALL BE ABANDONED IN PLACE. THE FINAL LOCATION OF CUT AND CAP TO BE DETERMINED BYACSA DURING THE PRE -CONSTRUCTION MEETING. MINOR SITE PLAN AMENDMENT SUBMISSION SUMMARY THE FOLLOWING IS A SUMMARY OF THE ITEMS THAT HAVE BEEN REVISED PER THIS MINOR SITE PLAN AMENDMENT: • CO.0 - THE SHEET LIST TABLE HAS BEEN REVISED TO REFLECT THE ADDITION OF SHEETS C5.4A & C5.5A. THE MINOR SITE PLAN AMENDMENT SUBMISSION SUMMARY HAS BEEN ADDED TO THIS SHEET. • C4.2 - THE ENTRANCE DRIVE TO RWSA HAS BEEN REVISED. THE PROPOSED STAIR LOCATION ADJACENT TO THE BUILDING HAS BEEN REVISED. • C4.3 - ADDITIONAL STAIRS WERE PROVIDED ALONG THE SIDEWALK BEHIND THE 4 STORY BUILDING. THE ROUTING OF THE SANITARY SEWER LINE SERVING THE 1 STORY, 2 STORY AND 4 STORY BUILDING HAS BEEN REVISED TO AVOID ROCK. THE GREASE TRAP LOCATION HAS BEEN SHIFTED INTO THE PARKING LOT, NEAR MANHOLE 5. A SIDEWALK AND STAIRS WERE ADDED ADJACENT TO THE RESTAURANT SPACE. • C5.1 - GRADING ASSOCIATED WIT THE ENTRANCE DRIVE TO RWSA HAS BEEN REVISED. GRADING OF THE SIDEWALK ADJACENT TO THE BUILDING HAS BEEN UPDATED. • C5.2 - GRADING WITHIN THE 2 STORY BUILDING PLAZA HAS BEEN REVISED. • C5.4 - GRADING ASSOCIATED WIT THE ENTRANCE DRIVE TO RWSA HAS BEEN REVISED. GRADING OF THE SIDEWALK ADJACENT TO THE BUILDING HAS BEEN UPDATED. • C5.4A-ADDITIONAL SPOT ELEVATIONS HAVE BEEN PROVIDED AROUND THE BUILDING ENTRANCE. • C5.5 - GRADING BETWEEN THE 2 STORY AND 1 STORY BUILDING HAS BEEN REVISED. THE PROPOSED STORM PIPE AGAINST THE 4 STORY BUILDING HAS BEEN REVISED. A TRENCH DRAIN HAS BEEN ADDED ALONG WITH A 2'XO.25' DITCH TO CAPTURE STORMWATER. • C5.5A - ADDITIONAL DETAILS HAVE BEEN PROVIDED TO CAPTURE GRADING REVISIONS WITHIN THE 2 STORY BUILDING PLAZA. • C7.2 - PROFILE "TRENCH DRAIN - STIR 108" HAS BEEN REVISED. • C7.3 - PROFILES "CAFE - STIR 7", "BULDING - GREASE TRAP" AND "BUILDING - STIR 6" HAVE BEEN REVISED. A PORTION OF PROFILE "SSWR 7 - SSWR EX.-1" HAS BEEN REVISED. �a'hon Are Od4 � ass eaa 4`� z/ia/zo2o AS -BUILT SURVEY u,.emc �a Canaomm,,,r•s n o" ID � Meade Perk °�qr4 efi mesa peahe s} (his(�ommpniry � Church' Ha` AWripM's FMm kerb A :s e Wwkn Mllb 4 Mar4 SeM 4oraw ersr F. SITE LOCATION er R ass? �C e" epc . � • M�ty . ge v°ktn R,.e I� Gocgle VICINITY MAP 1"=1000' DEVELOPER: BR MANAGEMENT P 0 BOX 1099 d sA s `"'�briageC` C] SUPPLEMENTAL SHEETS SHEET S-1 -WOOLEN MILLS PEDESTRIAN BRIDGE PLAN - AS -BUILT INFO (DESIGN BY: BRIDGE BROTHERS) SHEET XS-1 PEDESTRIAN BRIDGE AS -BUILT SECTION CHAROTTESVILLE, VA 22902 CONTACT: BRIAN ROY TELEPHONE: (434) 996-3904 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table NUMBER OF SHEETS = 3 PLUS SHEET EX-2 UTILITY DEMANDS TH U PAUL N. HUBER Lic. No.2379 3-29-2021 WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690, VDH WATERWORKS REGULATIONS): OFFICE/RETAIL: 250 GPD/1,000 SF = 85,396 X 250 GPD/1,000 SF = 21,349 GPD RESTAURANT: 50 GPD/SEAT = 140 SEATS X 50 GPD/SEAT = 7,000 GPD TOTAL GPD = 28,349 GPD AVERAGE HOUR: 28,349 / 24 = 1,181.2 GALLONS PER HOUR MAX HOUR = 300% OF AVERAGE HOUR = 1,181.2 X 3 = 3,543.6 GALLONS PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 3,543.6 X 2 = 7,087.2 GALLONS SEWER FLOW (AVERAGE DAILY FLOW) OFFICE/RETAIL: 85,396 SF X (250 GPD PER 1,000 SF) = 21,349 GPD RESTAURANT: 140 SEATS X (50 GPD/SEAT) = 7,000 GPD TOTAL: 28,349 GPD SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL DATE ��pLTH OF00wi KETV4//NAL M E O N O N 0 > E W � ui u. u. � K O L M Q � U MM w J —N W N N 9J6�x � it Ln _ N = U > a c � TA v W J O W ui O O x 0 w w z O V) _ 0 to U) w DATE 2118120 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N/A o c 5 J LL I— > zy W N a C a G 0. w 0ws 0 a J a o W' t v, c W z � 0 n O =_ u > o w —" W J O 3 oC2: � L 0 m o X c� J a aZ n0 J 0 c� J — M H� C a 0 z 0 v od W $ w _~m 1 0 p �§ a O w rn .Z Y tl1 N �N o-E C 2 me v, E o a M 0 0, a c �a !0 'a U JOB NO. h o m-6 37032 c8 SHEET N0. o. o C0.0 t E H_ L �( WALKyI/AY EYFV. = 328.53' t / — / / ; - ■ 1•/ � � �, r� J 1• M M AMAM X-7-7 .........,. ... _ -� � 1•AIM PEDESTRIAN BRIDGE / / / , . .... „.. ..: ......... �N641#y. q p%. c. �� *TH rr�SLOPES (TYP.) 0 .. ............ y / i /.... / /.. a . a d • �t.P (1F rr�, ` 7(SEESTRUCTURALDRAWINGS) — r T REFERENCE LINE - SEE SHEET C5.0 PRESERfED / —/ / / �qT / 35Z 187 / - q / /.." - d I. ° •O� C •• / SLO— / njb -0 / /../.. / / 1 aq Q" ' V`/n• S N ETT i� \ \\ R 8 TA%As x / \ i / O I , dOR�REEK \ 3A " / 163err IO.\';1L %• RI P 3\6 r / / � — / / 2 / / 350 I �'.."......'".f".."."�."."."X."."."."."."."."."... - �.. " ... 166 �\ �" rNft% _ REFER TO PEDESTRIA / :......... - - i n — 2 B. / �..... ......... .�" ? v . 6"TRENCH DRAT q g BRIDGE PLAN SHEETS \ / a— ntn 1y . \ i'..'. "%. ro i� .. ° a 34 ' SEE LANDSC a 320 r oL / LIMITS OF / i ...../ ... ...../ 9p9 ° n .. E 93 fL SURVEY / M \6 / 322 a� i PLANS) �� / .. .... . 4 RETE / o —` ° W00LJ Al>1L149L l 8 /. i..... .. a ° ' ' v.: c'.. /. _ ° ° 911 > ` - AS -BUILT SU EY w ABUTMENT / , / ' T / / / i / / l 1. x TOP=326.25' FEMA — /T 30 / y r / d..::.. _ ~ u w 3 LOODWAY/" 1 / _ _ /...." " w i2IVANNATRAIL ANEAN EWER / %. BOLD AND/OR BOXE L� w t M L , . /. d � F / r I � / �, � /— /— � EA EMENT (."."."....".".."." - n�. � .."." ... FlTIO I � — i p // / , i L -386, 8 PLAT r - 0 E o > N H RESLOPES / / TI —/ A �, / /�/ , / / a :.° 3 �p ° EL \= 326't c7 w v M a- /— I /, � � / ," p ,, INFORMATION IS ��°' a — — i / AS -BUILT �� :, /— / Ln Lu ISTORYBRICK o¢ �� o PEDESTRIAN B�iID E NVSE� / - - W/BASEMENT 0 / ,r:: I o / / / / , . ' a. BUILDING x = z SCALE: 1" = 20' / r i ' // / / 183 33$ a STAIRS F c N ° c FFE = 326.25 /SES o TRENCH DRAIN °°,� FD10 BFE = 314.20 9 NS Q w M Lu r / ( STORM DRAINAGE TO RUN00 i \ LANDSCAPE FD12 Q LANS) EQ11 . BENEATH CONNECTOR SLAB 8 TAIRS I / / / / \.. ..\ \.... a� °Q / , " q FOOTINGS. CONTRACTOR TO ,Q /SES I /< VERIFY CROSSING PRIOR TO 2 S INSTALLATION. / 155 / 6" HDPE TO CONNECT V / DOWNSPOUT TO Q O \ 26.... NYLOPLAST BASIN \ x /� \.... .. 9" 6" HDPE TO CONNECT / Q (D \'/ \ FD9 - \ / / NY OPLASTDOWNSPOBASIN 8 UT TO� RD4 0 w 100 YR FEMA PROPOSED 100-YR FLOOD PLAIN �:. FLOODPLAIN �O ^� �� TIE TO 8" D3 129 w W / / y ROOF FD1 = ¢ N LEADER u 0 ao 344 ..\. \.. <s O, Q FD2 Z v I i 15. "_ \ � DATE 'DOMINION" / / O/ / / \ ° � c k q n.a ; ° . 6" HDPE TO CONNECT > r / UTILITY / /4 / / ZL< ".) "F "� / . \ / 2118120 / /f/ / /" DOWNSPOUT TO D6 =o / I / BOX r \ "� aq 1 STORY BRICK GRAVEL / r } / i.'. .'. c'cP / \ \ "� ." I\ STRUCTURE 146 BUILDING S\ r } DRAWN BY ° INV. = 320.56 W/BASEMENT �o r // STAIRS I ,r FFE = 326.25 16 RISES r /� / A. ALLISON BFE = 314.20 j r HMARK. n. 15 RUNS Q • DESIGNED BY /. °. FlNI HED FLOOR INSIDE315. /' / n >� EL E ATION = 326.18' / // /r / • C. SHIFFLETT 7 2 TIE TO 10" ° a . �. Q / r I / I °%.: 4.. ROOF LEADER 'Q F 5 131 / r CHECKED BY / I / / / \.. / 1 /' / / � / \ .... 3ti� 77 .�. ° .. STAIRS 19 / • • C. KOTARSKI / . ."." / o \".".. \...�._.". / / . �...... N'. SCALE IQ 342 i..... /' 2IQ Q l E ..j..... . IQ 177 \' 3 RISES Q� D 1 / �t / r ! / ... /y . w ' ./ /.. w / k / 1° � , \ / ...... �� / DETECTABLEI / / ..... STRIP / / , ,...... — � d WARNING' I . I 1 n \ b' ^ ..... r . ,�. . 0 \\ 132 / .."i.".'�. i/�.i"." ' ,t 'L / 1 / ----- // / // / / \\ �- I �CL STA �� '/ �/ /.ii//I// 24:'UUTPw3 d ---- ---- GRAVEL / \ % / I 133 rt 3RlSE / �r .1."f. ../,. ^^ N 43 \ / a \ UNS , / / /. /./(. //" ' _Z U d P POSED 00-YR % %" " ' w o PAVED w a f / Z LOODpLAIN� \\ 139 //.. A.y i/.. DAM Ill /I MANAGED > - 9 y" / \ / / 141 % / I / :: i , - WALK f / /' (TYP.) L 1 Q SLOPES U'^) IIN. ."" VJ w � Z o / / - - - <q \ / ., . r.� .�./,." W • O o 'h`v, 1. .j' _-_,." 20.P' \a, 1a 1..-�- `..r J m x + // I � � /-;:; . .".` .�.` .� ":;:. "' / /' � ^n �' I / ,-q �jf��gv7. SWALE / 11- J Q L.L G�DIAMETERrAYOPLAST11 1 \ //Ii STONE TE=314.18' / / PAVED � / / *1,.:::":',- ' 1 RUNS a I / ° Y . . /�jRAGM. 18" — / , Q d N ' / / / / ,` .E "; _•.. / �O y� . ` - / ik l . L ANOUT — / / / LLJ Lu a V �342 ' _ _ - / \ 3n.54' a I I I r r "/ , / / Q ," !." . �"r"/ . /. � (SE .2 TYP.) /— / / /1/ g � a " //r T / W o O w.bb /nJ01FiATED r' � / , ^ m act -318. 18' , �. ° % l STAIR / �,/ / Q 2 Z ao �Q J o� / l J/ yj is 20 R NS—/ / / / ` o /W / / / I o 1 I RIPRAP / HI w ' / /8 /L NG \ M ,/�I' REFER TO PEDESTRIAN _ T�/ / a `o BRIDGE PLAN SHEETS _ �� / O m \ a - , o NN M I m - - / a / / r \ CO CRETE � / , � o „ �� AB TMENT / � / / � �/ 0 � a - -SCALE 1 "=20' i m C5.0 ( s ,� �.i . �\ — :� / /' 0 20' 40' �-Z r\� \ u I 1 I .: i SEE PEDESTRIAN BRIDGE INSET- W.m C5.2 — — — / ti — a \ \ / /.. iililil a V1OWVMEM �.r19 O N l BOTTOM OF BRIDG `326.24't d ._ , TOP OF BRIDGE RA L,S = 33r,3.3 FLO DW Y.I"/".."."p.j "l/✓ — � r � � 8 ... �.�.... .. _ / / JOB NO. ., No \D. RIPRAP \e. , 37032 n r_ _ _- 0 % " " / /(" /' / REFER TO PEDESTRIAN .32 l ./../, . �. /.... / ` SHEET NO. u o It Q� BRIDGE PLAN SHEETS / 2�C5.1. 8 L q T �r/.I \ , \ 'NOTES: \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ SP C, C, '1 ON `/ d "� " Ld}.. 4 ' \ ` \ 1 1. THE PROPOSED 12" STORM PIPE SHALL PENETRATE THE ,�� pLT H (/•�� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ I \\ _ �. '1` \ ". \ \ 1 EXISTING BUILDING WALLS/FOUNDATION. CONTRACTOR : oiOpp� \ \ \ ¢ 1 SHALL COORDINATE WITH THE ARCHITECT OR BUILDING \ STRUCTURAL ENGINEER TO ENSURE BUILDING STABILITY IS C' • NOT COMPROMISED. WHERE POSSIBLE, ALL STORM PIPES • N • ".Y. \ 0 O • \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ " " ° \ SHALL MAINTAIN A MINIMUM OF 3 FT COVER. ALL STORM /� 22 • \a•\, \ \ C5.0 i�eS ETT a• \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\ \\ \ \\ \\ \ \ \ 'Lj I \ \ \ PIPES THAT ARE NOT BURIED SHOULD BE MOUNTED TO S \ \ \ \ \ \ \ \ s' a WALLS OR BUILDING COLUMNS ACCORDINGLY. MAINTAIN \\ \ \ \ \ \ \ \ \ O \ \� \ 80 >Y• \ < IL \ ' \ \ 1%MINIMUM POSITIVE SLOPE IN ALL PIPES. CONTRACTOR C5.2 r: \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ �� o • I \ \ \ \ \ \ \ \ \ \ \ \ \ SHALL REFER TO MECHANICALIPLUMBING SPECIFICATIONS FOR ALL MOUNTING OR HANGER REQUIREMENTS. /o S�Q-i", �~ •� 1 \ U / \\ \ \\ I\I 1 \ \ Q \ \ l . \. X� \ \\ \ \ \ \\ \\ Q \ \ C5.1 N W \\ \ \ \ \ \ \\ \ \\ \ I �j. \ >E / / /J \\ `\ :, \ \ \ \\ \` \\ \\ \ 1 ".I:..L.l 1 1 \\ p .-1 \ O \ w ai E W / \ \ \\ \ a \\\ \ O H w N 3 cf) / ' /, \\ \ \\ \ AS -BUILT SURVEY �\ \ N� L \\ ' ,,,,, oLL o / \ i wo �. -�----LU -� BOLD AND/OR BOXED ° �A �":":".1 :.\ ; o o 12' FIRE LAN / / TURNAROUND \ -f \ \ \ k \ \ m N a D.B. 339-114 & / i� I - - s \ \ r _ , rA\8 338-305PLAT , \ INFORMATION IS \ \\ \\ \\ �~ �x \ I �\ � U) W D.B. 338-305PLAT) , \ \ ..'..T;%" ' \ .... \ 3 O m vI _ - - - I AS -BUILT \ \\Lu 0\ix \ 9 1 w > Lu ... / ... u \ \ \ \ ..I.\, \ .....\.......\.....\....... \ w v \ \ \. . FENCE �'` , o \ "F ILL00 Lu LL �. \ .. / i. _ 25'R.0.W. \ \ \\by \ ......... \.... \ p1 q V. \ . \.... .......... . \ \ _ _ � \ \ EASEAi NT TO \ \ ...... 1A. .'... \ \ �' \.'.:.".".. \ 9' \.. \\ 1 \ _ \ \ ao 0 \ \ ... D.B. 339-114 & \ �........ \..\....�... \ ... ``,, / GT P �. ... ( ° \ \ VIRGINIARUBLIC \ \ "\."..\..t..'.' \..\.. \ \ \ q \'. ".� �.... \.':. \ \ o W _ - - �.."... D.B. 338 305 PLAT \ S> \ \\ \ \ \ .\. .\ . \ .\.. STATE q \ \ \...'. \ \ ¢ x ,.... / \ SERVICE CZ74IPANY \.. \ " \.\ . \ \....i . \ q S \ ......\o ..... \........ V. z 0 � T ]^ ] J / / / / \MH / \ \ \ \ .. \.. ...\.\..\... \." "\ �.".. ." MAIro\ N-E 9 \ 9 \ .\ y \ ... P \ \'• �f \D.B. 198-527 \ .. ....\ . \ o \ \.'\'.". .�'.\. >.. �.. \.\.\..\....\.\.. \ LLJ 9 \ \<.......\.....\. ..\..\...\�...\. o \ \ \ SCALEI"=20' H '• GARDEN / \ \ \ ` \O \.. \ \.\.\." "1" \ \ \.�. ".i \\...\.. ..\. �.\\ o ILL '6" Fl9PE TO ONNECT ¢ \... \ z " DO POUT TO.,...\ e t ]. t.STRUC URE 196 d _ _ - = 1 - - ,+>' \ ..\'. ".'\\...... ,. . \..�.. o' 9' \ \ '\. \'. \ C`,,, \ \\ ": ] : \ MH i° _ \ v \ ..\'... \ \ . \...."".� \".\ \."\....� _ ... 9, \ .....\...\. \ I \ Vl DATE ' l7VV,=349.73 / / _ dj �90 �4i. .i.\..\\\....\.\.. .\.>i.." 4 91\ \ I'`'`. \ \ 2118120 .. ..�. .. ,0..... ter.. \ .\. \\ \ \.\.\. .\. \... \ ".ae, " _ ]�..._. .... ..... ..... - - ..�\. \ \ \ . \..... \ .....\ \. \... \.. \" \_ q .. .. \�o. \. \ \ A. ALLISON • i ... 9\0 " EASEMENT TO 7a .\.. \•,) a _ h \' \ \. �.. \ \ \ `" � \ \ \.. .\.. a.. i.. \ o l GlNIAPU LlC '.. _ _ ° . .GONG........ �._ . f .". - _� r ..\ . \ i O — — — —. — _ .. ..... .. \ d' \ \'.. . ,\.. .\.\. ..\ \ .� . ..\ ..'\" " \ \ \ 7a DESIGNED BY To.. - _ o _ _ _ ° . +'. \ \ v/SERVICE C MPAN �" "." ° \... \. �.. \.. .....\ .. q \ \ \... \.... \ \ - 2 0 1 � \ C. SHIFFLETT 9 CHECKED BY : \ „ cP \ • C. KOTARSKI f _ \ \ ... \.. \\ f\ \ \ \ . "\\ \ \ \\1.. \ °\ \ \ \ 1 I SCALE - - CONCRETE WA O �\ \ 1. i</.... . \.. \1 ` \.". \ +\ e / ...`. :\...........�.. _ /G2O + \ 'r/>....... ;': ..., \T""\" "C"":".,." °� \ :::\;:.: \ i I // l \ Z • .................. \ ...,........\ ..1..... �\ \ 175 18 7' , ,�--. -'/ (0"YREA}S/ d- CL ".e_ s _`dd'. ",:•` �. a...]a`S'9/1/"�..e —�.�"\ ��`� 9FFO O 100- .. ./FEN}/4 9" \ \ \ \ "� �\ \\\ Q a. /." e ] •i. .. .\. �--w; \/ FLOODP DWAY_" .\..\..\. \ \ \ \ �•\ woo \� CL 640 pq TIE TO 10" C W a a ROOF LEADER �p p p p p p II O \ \;h (,�°/ \ / / / .. ".y..;} ' I ) ,' a fn EXIST. FEMA p p p p p/� p \ \ ...I \. / / / / /' ' / /� v .7...... VII !.O Z 91.4' 07 100-YR FLOODPLAIN p p p p ® \ / F "I��."YT� \ / // / r /.� > _ 314.o, D1 p p ,9 p p p p p p p I \� I g S\ e".l """f.:... i l I\ I \// %/, 1 1 1 0 ' D9 07 24 $ 158.5' p p p p 0 p p co \ w �� 1 i \ A/o l /�i\ i / �'/ \ ■�• O SEE NOTE#1 pppp �\ I 1 --------/ ® \ / c� r / \ / // / \Lu I i io I L 1 06 p p ( ca 1 I\ / \ \ / ® \ \ / l rl /�' /', 01 \ w ELEV. = 326't I o / r \ 6 ( I / - --- / I \ \ / / / // ', \ \ uJ Q 312 / a�\\ - __---- m / TIE TO 8" - - I \ / \ / \ (n Q ' \\ D wa ROOF LEADER vp / _ \1 I RD8 `' \ / FEMA \ I / \ \ , . /y \ M D FLOODWAY - _ PP 1. \ \ \ HI TAIRS b M� - - / _ �\ \ /.".'.I. �." --------- (.."!.".Q:.. , . / . . APPROX � ROCK WALL \ !. TAIRS i.i./ LOCATION OF \ 1 /� /li.�// / /.. 7 Q /SES ' �� \ ' / / / /� — — — — — — — \/ \� .�.r."l — \O� Lu — — — — — — — — — �..— (.'...,.. ;C" (.( 1 EXI TING Cr / o FINAL _ _ � _ .... /.. — 16' `� GRADE EW _ _ \ / .. , .". _/ 1 I". J . .. :..! . % :. •. / � 36" NYOPLAST r _ FD1 D3 129 I ( GRATE=314/l8' — — PIPE105.62' \\ \\ — — — i'... FD2 / 24" DEPTH — — / 2 _ f ) / I CLASS 1 Pi2AP— — / / PIPE101 — \ t 77 I I IT CLASS 1 RIPRAP \ ��/(\, `� "....i .,..../... ( ' 1CfL SFiEE�C5. / / Z4 DEPTH \ \ \ \ o _ / ' — - 130 (SEE .— — / / / I MOOREES CREEK — \ "—....... SEE PLATE 3.19-1 ^y 2' �^ \ \ \ �. L L SHEET C3.1 FOR ±298.00' ADDITIONAL �\ L \— ° .. .. ... 4— IN FORMATION) \ \ \ \ \ T — JOB NO. LIT — — — //' �15'�- \\\\�\�\�\ �Il , ,`�,l l—1 37032 coSWALE RIP RAP OUTFALL DETAIL SHEET NO. No Scale 0 c a N c ig F 0 0 3 yy� a 00 n0 co do am 0 c E� o a c m D- 0 O 3 N z„ O 22 0 0 2 § 0 W.m ._ h d o �N m= d `o E 06 a c 10 'v 2a 0 a c m 2 c m A 0 d ° W 0 as E F_ L EWA 139.9' 140'-0" DECK EL. 327.28' 328.53' AIR 1 EL. 315.44' 316.7' LOW MEMBER EL. 325' 326.24' BRIDGE AND STAIRS UNFACTORED REACTIONS Z (LBS) Y (LBS) X (LBS) DEAD LOAD -12,443 LIVE LOAD (@90 PSF) -25,200 WIND (@53.9 PSF) 6,485 5,324 -5,324 OVERTURNING WIND (@20 PSF) 9,800 3,267 SEISMIC LOAD 2,090 1,716 -1,716 4181 THERMAL (COEFF OF FRICTION = 6.50E-06) 2,489 BRIDGE INSTALLED WEIGHT =-48,500 THERMAL EXPANSION (BASED ON A SEASONAL TEMPERATURE VARIATION OF 120°F) Y = VERTICAL LOAD @ EACH BEARING PLATE (4 TOTAL) Z = HORIZONTAL LOAD @ EACH BEARING PLATE (4 TOTAL) X = LONGITUDINAL LOAD @ EACH FIXED BEARING PLATE (2 PER BRIDGE) 5/8" i 1 1 /8" 1 SYM 1 3/8'' _ 1 1 /2'' 140'-0'' CAMBER DIAGRAM THIS TABLE FOR INTERNAL USE ONLY AS -BUILT INFORMATION PROVIDED IN BOX INDICATES FIELD ACQUIRED AS -BUILT INFORMATION ELEVATION VIEW 8'0" END VIEW 9'-5" BEARIGN OUT -TO -OUT NO. DESCRIPTION S-1 Title Sheet S-2 BRIDGE SCHEDULE OF MEMBERS S-3 BRIDGE TRUSS & SPLICE DETAIL S-4 STAIR SCHEDULE OF MEMBERS & DETAIL S-5 ABUTMENT PLAN VIEW S-6 ABUTMENT SECTION VIEWS S-7 SHIPPED PARTS CUT LIST FINISH DECK SPLICE RAIL GRAB SET PLT ABTMN ANCHR INSTIL *BRIDGE BROTHERS INC ACCEPTS NO RESPONSIBILITY FOR WORK PERFORMED BY OTHERS. BRIDGE BROTHERS INC RESERVES THE RIGHT TO MODIFY THIS STRUCTURE DURING PAINT PT SYP YES PCKT NO UHMW YES YES YES FABRICATION, WITH CUSTOMER APPROVAL. NO MODIFICATIONS TO THIS STRUCTURE SHALL BE PERMITTED WITHOUT WRITTEN CONSENT FROM BRIDGE BROTHERS INC. BRIDGE 0.�ti,Lnti E2TI=IED tI�I.=.iRIC�I{j� ROTHE [[Ell[[OkOlDHE [�]HIVIP WOOLEN MILLS PEDESTRIAN BRIDGE CHARLOTTESVILLE, VA CUSTOMER: HIST RE PARTNERS 631 CAMPBELL AVE SE, ROANOKE, VA 24013 PROJECT# 10346 Do XXX = ±1/4"; FRACTIONS = ±1/8"; ANGULAR = ±1' DRAWN BY: CRT CHECKED BY: JAB TITLE SHEET S-1 LOAD PLATE SHALL BE PLACED ON EACH END; RIGHT END POST REV I DATE STAIR EL. 322.44 323.8' GENERAL NOTES: 1. THE PRIMARY FUNCTION OF THIS STRUCTURE IS TO CARRY PEDESTRIANS, BICYCLISTS, & EQUESTRIANS AS SPECIFIED IN AASHTO'S LRFD GUIDE SPECIFICATION FOR THE DESIGN OF PEDESTRIAN BRIDGES. 2. BRIDGE SHALL BE FABRICATED BY AISC CERTIFIED FABRICATOR; NO SPECIAL INSPECTIONS SHALL BE REQUIRED 3. USE OF DE-ICING AGENTS ON BRIDGE STRUCTURES IS HIGHLY DISCOURAGED 4. BRIDGE BEARINGS SHALL BE CONSTRUCTED AT SAME LEVEL 5. BRIDGE SHALL BE SHIPPED WITH RECOMMENDED ANCHOR HARDWARE 6. SETTING PLATES SHALL BE SHIPPED LOOSE FROM BRIDGE 7. BRIDGE SHALL BE SHIPPED UNSPLICED; SITE FIT -UP SHALL BE PERFORMED BY BRIDGE MANUFACTURER 8. BRIDGE OFF-LOADING FROM FREIGHT TRUCK AND INSTALLATION BY BRIDGE MANUFACTURER 9. BRIDGE SHALL BE CAMBERED 1 1 /2" TO OFFSET DEAD LOAD PER THE CAMBER DIAGRAM 10. HSS SQUARE & RECTANGULAR TUBING SHALL BE ASTM A500 GR B 11. FLAT PLATE AND CHANNEL SHALL BE ASTM A572 GR50 12. SHOP WELDING SHALL CONFORM TO AWS D1.1-STEEL 13. FRACTURE CRITICAL PER AASHTO LRFD PEDESTRIAN MANUAL SECTION 8.2.3 SHALL BE WAIVED 14. DEBUR ALL EXPOSED WELDS WHICH MAY COME IN CONTACT WITH PEDESTRIANS 15. BRIDGE SHALL BE PAINTED USING TWO -COAT SYSTEM, COLOR SHALL BE BROWN, 595-2140 - ZINC CLAD II - MACROPDXY 646 LOADINGS & DESIGN CRITERIA: 1. AASHTO LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES, 2009 2. AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 2017, 8TH EDITION 3. AASHTO LRFD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS, 2015, 1 ST EDITION 4. AASHTO GUIDE SPECIFICATIONS FOR LRFD SEISMIC BRIDGE DESIGN, 2011, 2ND EDITION 5. AASHTO M 133 STANDARD SPECIFICATION FOR PRESERVATIVES AND PRESSURE TREATMENT PROCESSES FOR TIMBER, 2012 6. AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS 7. AISC 303-16 CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES 8. ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES 9. AWS D1.1 STRUCTURAL STEEL WELDING CODE - STEEL, 2015 10. NDS SUPPLEMENT - DESIGN VALUES FOR WOOD CONSTRUCTION, 2018 11. GUIDE TO STABILITY DESIGN CRITERIA FOR METAL STRUCTURES, 2010, 6TH EDITION 12. THIS STRUCTURE HAS NOT BEEN DESIGNED FOR FLOOD OR VEHICLE LOADINGS. 13. SEE CALCULATION PACKAGE FOR COMPLETE DESIGN CRITERIA; 90 PSF LIVE LOAD 30 PSF SNOW LOAD 50 PLF RAIL LIVE LOAD, 200 LB RAIL POINT LOAD 105 MPH WIND LOAD; 20 PSF OVERTURNING WIND DESCRIPTION 0 02/24/20 CUSTOMER SUBMITTAL 1 03/19/20 STAIR LENGTH AND ABUTMENT CHANGED 2 04/16/20 ABUTMENT CHANGED d mu) CHADSMcDONALD Lie. No. 042663 ),,, 7113Is0 CHAD S. MCDONALD, PE VIRGINIA PE#0402042663 TRILOGY ENGINEERING 2550 SANDY PLAINS RD, STE 225 MARIETTA, GA 30066 PHONE: 404-556-5923 (866) 258-3401 1 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BRIDGE BROTHERS, LLC. ANY REPRODUCTION WWW.BRIDGEBROTHERS.COM IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF BRIDGE BROTHERS, LLC IS PROHIBITED. SCALE: N/A 345 340 335 330 325 320 315 310 305 300 295 290 285 PEDESTRIAN BRIDGE AS -BUILT SECTION HORIZONTAL SCALE 1"=20' VERTICAL SCALE 1"=20' B /WRY p, CICHOCKI Lk w 53741 345 340 335 330 325 320 315 310 305 300 295 290 285 SUPPLEMENTAL AS -BUILT SHEET XS-1 ltht k -. it� y lip IIII III It J ,� _ :..� i '�, �.t it •�- � �C - , � s��:.i o ',„ -r-- ., f.� � ��,.'Y19�T;��, .. . S +� A ♦w n.. LLam,�- `'` . , ;.: .' -r. '-' _ r.,.w L�,w .� '�'�,,. �•.wr.. day. r�' .•l, A R. :tA� a - :•�:- � 1 I ,• `r: �'`'u r ).,' ` � - �` _ - 4 Y i ♦ �` I .ray �a� �i% s; � 'j1� . �.. rem .�_qr ♦ ! _ ''F� - "r\ a: ' - ., I3, a..R •,s _ '•'"". t ''•i `�--'.- - v.p .SC• - .,.f1p1 ''�tr.'.. %•. - f}- A , "3 s� f 1 _ I. � t� yam.. '��,•• ...; ` < ! _ -�'�'n - - rtY _ y 'r s a A• •� QQ � r. - y. _ ��u I +9 L• 'a• M ` r• AW ;Fr Is L 'n .Y' �•�- _ �• - - _ may'. _ `4 •- - _�P<` �'� 'vt' �D� 4. s� u , .l•1 I" I•' ✓%Y :]t; _i \. :.y Y 4' /' .>Rs- d� (Y.' ,r„'_fir'" — u .i: -�' _ ..r1�. '�- _- R�?Y�LS •�.ri. }� .�"� 1 �� . +''4va -�. "i' .'�'•�3 Y�J•r V;� `+`_ •^ ;; fPF _. �.`�.�I.�'!�q//l": :..: "tl� .. J4'!`S.�'"Ts�P^�+-_ ' d. <i . - � l .� r �c±.L ;�'\�G.•` 5zd �� Syr. - 'fig y � k.. }. .. -'" il�'^~' _-l•!4'� ,a�% j uz- ,:, fi'l :- _ S' -! \ v. r�li• Jet. _.yi at,�,v _ - -_ $ __ 4�. 3^?4 r � 1}t `> !1�- � y5'S _. •r v Y-^ •. �i.�;Xli'� _ 1 _ _ I _ = ]_ -/TF r . . y ,� i. �� •��,_��, � > r r�,pyyr \rI'['�hA.�". - '--`�i • .e, - ..z� - tom:- , �� Y.u7'Av �, -� :_n" . r ✓ ly i � M(J' ..- �f (f ,•Y _ - J r f { .I t'. /mrAft - - - `� - _ `l• •s -. .- _ � ��-�y .till Zak P" Ir •cam •�� ._ r` '' _ ,�,. T '..',., � i �' �� .�` ] {•'•Y./r y. •per -_ R+i! .l r_ �_-. �' / a -.ems Y �. 'j�1j iL , _ _•i, {.=Yi �s__ i, •• T \r'�^`4 �• _ /.,f wra it-.♦ y..' 'f'--...� ,.t, - L PM 1" R �.aw r .•11�..: t _ - 4 Ilk r � • 11 "1 n. i L - i r, F e r a / f ) K'f F Non ft 1. •.t 1 -,1 `..•e si"�.. r•F- L ^�� .3.• d'y'',¢� '. `,fir - - _I :h / � � `s�. I �',,..4�., 'F`..�P ^1(�r y!� >•i '�44>< �.. •"S .:13� .'9 '. _ � _6. �,_ t �„T K'1,` + .s ,•L� � TJ J" YM1 L 9 y 4 - • f r - .mot a # : �` � � / ,�IL. _. � � z .?+{,- L� :<r;; .•r•'L' ty �,�. rn 4 R 'J%• n k t S ` 'I ', 4. �' ••R� ti 1 ♦ �, •r � +SW J�.�/4 ,],pZY ., 1 a�/�' r - �' -•w. -, I 1�• 'iu ,.t E�r: .. � :. r'. w '�' ,,,'.]3 / .t3,S { F' WI tIq� : y, e �.S a ��'�i.-�- - a• � � lie., h 1 j/ "� 'C A T ?L - t P t A. C }y _ b b_ l - r � e' +��t L- 1� In zMd. t �� I A��r �. � 1 •. _ - �',. �i�'" '�. `ate ,n ��•2�i � �.� f -�.. �^ L 1 _ _ _ �•i. � �..�"�_ �� "'' Ida, •A im. Is 37. 'x` •..} �!• � Ggy�"' 'w( �-�� ,mil vXNa, � , � y,.'] 'itq�. -� .n<- 'f'r�yp (il�t•. X 4 J ftw7vA -•r _ _ -' - � � '1-it'..yrw-� fin,- O �I � e_ ' i.✓w, y, i� t+it]�rr'��r�•- '\ w - ?' - -_• =' `me{µ.;:. T � .. �•., .. . 1..$.�-'2iti �:,. '� :j `I �� w\lr., �,�+� �( � rll,ry ' e�'E: ';l.- �rJry. ;'Y _ .'.i'Lxi';sl•• ��-'r T,.;Ae.,/ !. r p / . a•. - it _ iT � � L r� �c r� rr�<a^� s"'<+I�[t+y�ti n-�;1'•+S?: yai •��. ..} r t�t-C��.--y :..G r..l.. i a' •�� a_ Ai ] .=jai ai � :.•\ •,/. 'y R 1\ a r• � r w `�y` ��".' r�.y\f� V�r ',+ R �� ,. � .' ��-i1.< l aft � � �• .1 !f 51 �` � - '��Y� � Jam•+•M'� ° r - � •r ,i OY . t•Ti tyl �:-:' I •d �� ,Z�.-t"r�• ,-�n� 1• -� ,�'� pis. .r\q ..L�.J, �i..t{.' ftl Ip �J ',�1A' ..'''�;.• � � _ r7� Kt Iry , ft'K... ',Y -.-. l - :,Y-d T _ 'a-.':A.■i� ' _ fin. _ .. � - d •t a ' A• C •, r t i' T 1 _ 3 Ir U." Ah •y F — I i �T _ J Y a,i —�I S. �- _^T� .J t Y 9�'"'`jY ..J/ I�/ :J I .1./} .i f�.a^ 1 •��`u 'Y1 yY �_ �.}_a�� :i yam- twi; . a elRti. 1131 :f - e • 1 , I � _ Y try Tl i I• I ji,u ;rr pa 1 ss 1 a ` r 777 L_ -•e'IF ] E E �' _ .i �.. - .+. r i- � I t:*d �', _: ry P ,'-a � \- - �J tb��'g • '�'% r'r. � I,.- 6��`� ��; 1 H U a�>i 3 ' 1k a` ��`,�-.iv' 1Y� / ,~'\ h,!!• ,1�,`y�l,v';..'< (st•i �.r' .. 0 W n _ _ -• !1 - `;ir':: K } . �`..'�i"• �\>` �"� ` .' •�L .�-.i,Sa�`,, " a � J � .f �;�j�Sy t'.ri�t �fi K p L r, . 1..?. ,/ '8 •a $ ., `-.r, / -LY Y - ��.Y a:-.s t'Q� ae- •\-i� -%� a:c. '`� at ¢ U m Z _ a KKfi:'r� a4 v` } .�, Ic'd ., `jp� t F•\ 'r 't+ y♦ a' t'� •'.Sl 4a.'. �, .Q ��'„� p,..� a 2 ON N F- \/n V W'' a S,: j - ��r L2i},,, 4` Y" tTA _"J-� xW`eir e \ •t W 4YVs. Ea 't�- o,n r\ 3`t�. I. ajI[♦,(m.,,,E •1' ♦.1� `y 'a, •`\'i Z F ''�' u p Ij X � 0 2 > N Z •• d w � r� 1 � ' e U >O L .y .......ai. -.: .:.. - r "- �' z� Y „ `x\'t ~ .♦ I-, a, Iht rr tii'f\ a t ry i _ _ _ •v _ _ _ 's s' -^i , to W lk = 1 , ♦ Y ",y'•+rr.` -._. /d e e - - 6 '� \ I `;'r � �f:\\. i-.. _ 'i �tr4 '+ , ,I,t' �t. � � If ,', 1 ,t- O W '!`/ ;i�lllr�. !{� ,aa a' , ui AMA /V 4 1 V A r �\ �y u�. ,,...: � ,,. :.. :. _ .r N ., r.. . n, :J}: i ,r4.,.. .... ... .r. -. p' -...- i'-- � a � q,. 1 4�1 J ram` $A _ it $ �P_t o > y.�r�`' .. -� 's- �. , i ;p\ T @�'\ ` \ `�j�.� i, 1 �„`A�L��k�F'� a ,', S �• \ �,,r I, 1 / z DATE .Y F t - -.may,.. `;ti' - .r.�. `Y .4 .3. i � -• �. `:H•' L` _ - `�l' \ e � % r: 1'..r7L .1� T . � \ _ :Y," ';�-. _ :y Syr A. .a. •YP+f::e' ,+. �.. - .4, , !' .,- :' .' r f -<, 1F'Y '., ,.. `,., .� 'FC..ai.' / ':•. fr r•'v •:'li .\-.. '.M \ ! t '�. JULY 2020 .. ,.., :. -,-, �- -. -s:n 1 P.,,,.: ., ,:.._. ,',..,, :�,.�i' i:. -. ,, , •L 3 >. �- i .tYJ"' rr .,, � - � \ `\, \?` � I `tre''P� q _i .nv- ,..,... ij Y , ,::.Ir! d) /'_..r. r y._.Y. -N• A. 'Y \ \.\q .1�`' 1 �_ �1•.''�, f'� •.Ja,: .a.9<. f a3 �n ,1-`r"i:'.� ��, 1d 11A } � s/��rtls .-' �.: 1.` , �! :it - � ,� •� �\ \ '\`�, \Y i N�Y��I �� 1 DRAWN BY y �.}!'p'' s ,',. _P�: •^,i''_� ,: ,� "•.`!=': �� '': `+��QIY:\ \�',.,r1��h1's tl! B. CICHOCKI Ilk.r r . G . ,,,t,rif `•i; L>; � . U'rp Av <'-i`i r 4. ?>r' IDS, K.'�{ �s '.c : f t aV r aJ:::1. ,. 1..� "y, I i \\ \ t. DESIGNED BY \'7\\' � \ V`�., a :ems• tea• � i, •�f`a' % ,lrJs'� C �.r.:%.. 11 a }k �i".. i;'" .S .k a s4 ;t:;� .Yl yl_'A.€`1 ' AIrY(. U.,, ). r� ,. ^ 1�S �` \ \� rY::i';a'f'.t ds� ,a s � rlc� Yb, �, V:Wi � B. CICHOCKI :f'- /• i' J;L- �I - F 4. ,.T 'i.,.,'�i .a,.i rY-.� ,._(�,{. ,..f f , i '.iCJ..a. 1 ,r� ,., fl i t L . 1 - .. � r . ,Ycy'y � ✓rya'l �ui� . ,.�i/� �1 � �•�, ',� ,r. ✓�. ��:, l.tr ± `�ir i,. .,�P T, '�,g Ij„l- ,;i '•r.-.., ,. rFh,ya.� �} t. J�., t f Y�{r.; x1S �'. i'Ye'. j\Y^n ' i "� s :.. 7"•ia Cws i , • ..i ,,//r4r., 3if". �nfl4'.�'SY'r fl• re'M=.D 5 ;a y,: Ay .� •:.J..`xK^ µ' ti 'i>:_r3y 1:,1 Y; 1. tr,.11'I,,�k �'• t..l� �I " .0 •N[', :f_ ;�>..,, ��r,y,�,tJ. .,�>J, ; !' ��J" %.lfl::�-� ��'�1. Pj�,t, �i 7a tYr.. Y r,�,w.r„ 1x!f�, r �''!� i'a t�'�PI• ,i' � CHECKED BY ,a' i i4.J: ,•,,,y. T, .+',, rT:. Jp 41,_•. a'<i ,�y, r Y .(lf, �'`5�,t r5 ri'`'�••,,p�ir». l}F;., � '.iJ .. ,,.)!. vy ��- .� ,s/ '1♦;J: F I .I. �' 1�"f'0� r,•�.,,,,�tt ir, lea.. I(r '. !.} ; Ir YY .<: e L!'`r _{.; ) �7,. , p,. '� `lyVPi 1 � P^�V 3F �� • B,CICHOCKI J(��/ 'Y , � r. y, ' Y „ I >' "nt. y�'-.:t./' -; � � p •!Y, s.. dl, '�t. " '. Q. ' .: NY' +fish P :T% ,n..,• ... , � ' I �,lf! - • Y _ I. / :1. �,:I'' I O,l l:f ,I.W 1�". 1 1 ♦ y ".�' �' � ..r.'f. 1�4"g1 �,'Y,1yj' ^ '�ir i�'. ..Ifs - "'a"„'�� :��." {^ p ( � �yY?��. {/., .� ',.�..s�,1 4 y' •.IJI.I! a ��"" ', 'iln1 :•. . 4�Y ,�1L. i.�a, It. Y 'Sa' -.1.. '�\.v'... / -. +J. � ,y�.ryy: {,aI�,.1.' ', /r ♦ r •',`�,'•, l � ^: � ,-+"� f 7 ' /,� 'I' , $ '�5S",'. - ¢Y r • r { , }il: � . A . f� iv / � , 0: w _ 7„r ^� r . r �.. Y.�Ppv.,f w 1`�'1,� 11. ' IY"l. Yt� �t,� y,1f ',{'b. .a tp ',a.. ,. x., , 1l% t i•,' `\Lq `..,� SCALE Pm• .; � l �-. ,� r Yj' I .�� 1.. ,/;: /, Y�� . f ...,` ! 4.,.1, t�•KY�..l ,�,} ur u - 1. ( -�). r0.t qq. �'o':�: ''N � .,� Y, • • io f `L ? if .0 I (A1,,, .A+ 1 ri�..{A f% :.av • ;;L)'e„'., Y';x ,Xi, ,r •E� ,.ia+-�y_ - �':P�x .> I a J. ♦ h ` . , n Y r iy 4M Z uj '{1 - ti f �I U II�� :_ 11? f.�� Y I r � l• . 2 - I Z Y L N9a ...Y,r1.Z'i d i - rt ..,.,I " 'vi' • - Y .'."�:.-'.`�-u J f . ` ,d,'A1. I .i.:� ,./E+_iy -jby:•' `Y'-r•iy'1}•�°,.r:ta.�iy5- r"- !-a w � .�' � r 1 rtbi. t � '-', G! Lit 'i ,rt• a,'�",�` 4 �c '`'Y'-5'�--•�S''..ss • v�'�a-. r ��'t, o- _ . r J ;`�P's! F f / . yx -'Lai„^ 4 x N-r `_ , ♦ ,c. n li ui n ,J ♦P )J o v Y vaf \ , � t'�ry <,`1 t,�..-: tee"'. 't j� - fa •F'�e"- ^ I � J � _ a \ _ - �_ -`F :� � �' �- r� r,,�u��yh,,o.'�`�.s` ��• '..,o��'�, 2^ r'. .d ��1�3.,. � \'{],'I� yrr � ' ^ M�� _'\ ` ,�'- a t'E• 7 °�P°ra�.�,F� ° � ''Yr�� _. ,r r -1� c-.�"�.ni^.1� _a , , I o _ _ . `a: S (, �. _-__ ' I fir •,.' ,u llag1�1!a 'I' y"9_ y A ,a t t'a-rt Y= v Wt .. .. >r _ ._ � :... :Y.1 y- .. _.T t -^.:� a-- •..--+t._�.'-r; -"'^ e Y. :vs ..7 Frl.. ri... y.�:`.�r ��._ �.t r` q-. _-_7� -e Y y� � � � .. - , � - - ..... ,. ... 7 �.F:>••vx, � : , .I, n � 'r p {'-'<„t '-"��^L - _'U�1► '>��'�..•I)' _ .>~ --'ii:_.+#?r'_.' �`.v v . or � -t_-�%TY•• � .,--: ,. z.:. -. -. :;'y +;_;ai�'r�p' - - M1„++�..,, ! Jar raa�,ar r;;;'� �, ::., �R",f"^" _ k ,gyp f O }4'ii-, 'ice - .a. rr .�i'j. /, !' U1 '-mow- �'irK:.>'♦T, r: l_yl'� _ •.,2!i - .py�3.. C9 _: -.': i r _ _! - rr.,. x ,k.. , r i^- ',4g: •: ',�jP v. • ..r.�'r•e - rY•, . f.. ".. - -..:T. - r >�" '�?�; _ .;�,P3` J L' '';- Y.,PP'. r, ,a�•r-b?��., •..y .:..*.S'' - `, h. � ��. '� - ..� ;•s"�6; y'>". 1- �;' :s1",. s� : - '�i"E°: - - •Y .» r 1 _ - ! �t,: ^:' �: < ; �.x�... •."\ c' '_'"^2-� .,....a. _�---r-•' ,. �1r; '.. ', -�;,. r,.. jdk !"_,.5,•',.7rt'' -a\. _r a - rdSl `KJ �:`.�` --. "aP';r- ..� o. - • '-'T�.:�i,TP` :�`w,� _ ��. ,, . /.1-ni T.,,•,- � , '_- n !t ' y.., e'�f G ' . � �,.`;?ree ! x 1 1 i:. ' � :: '''. t•' ` ,�' � , t.aE4.�+.t i � i� - �� \�� y -.!' ' �- � �-�yt-r_' .'%'.r,� `� �:v . < - , .-: e. �1 � -'J r^!._ /.oy a r ��)' E ' a•s. a -�S_ L. ,A'.V_' � � �� `r_ .t. N r �e W.' .�.. � � .; .. ,✓ n' -.' f Y . .'.r; �:"`?- rim �.'Ir.+ r ..4w �� _ � r >-'4/:.f-♦-fC i.-r^/�%` .3 �r •, ...;ir..,-i .. aV. y. ,:. :d�'!. _?♦- uaS.y �. _ \.. _ _'3••ari�''.^ % _ , . � , _ - .:.. 's r'. �� :r• .. .• �'... �.... �}ry�'yr��y�^E i '.. -i - tY� • I�y erg � ,y,e-c � l . � -' G,r,. . f. 1.� ^�'= i.' • � .Yl .✓� `�T �Y�.Jl1. \� + � \ I� t� � \ �Y � a �� "o • �y � j:. , *• '��f y, L � r 'YR. YI`;,� P,' i .+ r.,: '' ,. �� \. �+r_ \ 1 �� . / K `�'-a N _" :S!•�� - �_!�- i-.- . ,..•._,. -, r' : • 1 ,i `Yr_h' ry� �. ♦. \�.� r - ,."�i: F+•• - r�S'wtI' -i\ a''�'iv� .a. �>�a>�_' 'i,.. a �.` - = 1r�r ,J�'Y rJd..:.Jti'i/�r 1.'✓.. '$• y. OJ..r .,�f y41,' t' '+•n: i' t Tk: � �'- � ��. \ .a'i Y'°r � _�y, s.'+�.1{. �`� ,. f-iv-/sr S. ✓ 3{ ,.Z Yr!aa e �,tpp /� L:` <.1 r ..s - �F/ il:,L+ - :+✓j. .r, i�.W'=Y y, i a�ve 'r: "'.� ! ,�,•.;J. , :,t'IS;.` .fit.,• �y - yt s L�L.�'.�R. �;-' `�ri i' .�Y tip. m s. ��f • ,,,,.. ..�fFF.S�.C,. ��,�W,`J "r �� •IF. `dy, '+' �'f+ ;?tiiiF k` L:.. r' ^✓.r`.�_:�'l'' , - s: �! JOB NO. •AP s;a ��.`- is .)..1. �. 3' °"S�' r✓G !'.. "�'"' � ,Tf.. �iir7 „J'1?�1 r �::i�.� Ji,� i.. .K \`�:� 37032 ,.�.� / r '7 ,r., �.- �� y-�Pk�fi t �:�, t'. !'�i. ♦,y '.i, % �, �y .'- t f.' ^♦�'+:.4P1(��/ -�� `+� �i�' a ,`y�fj ;../,'m -a, � kj -, i ~�L ! .? �VY'�a ♦ c��.r 3;y1RCe o i / - ei' isi f' v .'l ��4 �: ':% �'(: J .::i♦ir Y �1E k `rL,..,l i ' `�' 1. r��! s11� � y5* ,c �Y' �,?0,ja';!��ti' M r' -r♦ �. /f.'.. /.•: r :1� i,y, :j� t rl'� i.. '.r:_P ' - Y, :� _ ,r ♦-V�o YVCi.\ r` J a ` ., S - \`�?.� Fr `,� SHEET N0. rt ''S 4� � +> ,r , 4's ,r iy� (•.. � ,�,�i i 4. '1' ..� 'Y- t�i / �� ` v' i �ti �:2�.Y (n �� I?�.ewlF :: '. � .: /��''.': i'1aC!5'r-.�l r'.�f:Ms:�:ZV:".",'L. . " � ' . ,,. i - ..'.: r ^�i,;iill,: �. 'C..PFiFH•I- .� � .. c / `. 9e.N � `et`- APPENDIX 6 FEMA Forms PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 1 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing, reviewing, and submitting the form. You are not required to respond to this collection of information unless it displays a valid OMB control number. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Department of Homeland Security, Federal Emergency Managament Amencv. 1800 South Bell Street, Adineton, VA 20958-3005, Paperwork Reduction Project (1660-0016). Submission of the form is required PRIVACY ACT STATEMENT AUTHORITY: The National Flood Insurance Act of 1968, Public Law 90-448, as amended by the Flood Disaster Protection Act of 1973, Public Law 93- 234, PRINCIPAL PURPOSE(S): This information is being collected for the purpose of determining an applicant's eligibility to request changes to National Flood Insurance Program (NFIP) Flood Insurance Rate Maps (FIRM). ROUTINE USE(S): The information on this form may be disclosed as generally permitted under 5 U.S.0 § 552a(b) of the Privacy Act of 1974, as amended. This includes using this Information as necessary and authorized by the routine uses published in DHS/FEMA/NFIP/LOMA-1 National Flood Insurance Program (NFIP); Letter of Map Amendment (LOMA) February 15, 2006, 71 FR 7990. DISCLOSURE: The disclosure of information on this form is voluntary; however, failure to provide the information requested may delay or prevent A. REQUESTED RESPONSE FROM DHS-FEMA This request is for a (check one): ❑ CLOMR: A letter from DHS-FEMA commenting on whether a proposed project, if built as proposed, would justify a map revision, or proposed hydrology changes (See 44 CFR Ch. 1, Parts 60, 65 & 72). ® LOMR: A letter from DHS-FEMA officially revising the current NFIP map to show the changes to floodplains, regulatory floodway or flood elevations. (See 44 CFR Ch. 1, Parts 60, 65 & 72) B. OVERVIEW 1. The NFIP map panel(s) affected for all impacted communities Is (are): Community No. Community Name State Map No. Panel No. Effective Date Example: 480301 480287 City of Katy Hams County TX TX 48473C 48201C 0005D 0220G 02/08/83 09/28/90 510033 Albemarle County VA 51003C 0289D 02/04/05 2. a. Flooding Source: Moores Creek b. Types of Flooding: ® Riverine ❑ Coastal ❑ Shallow Flooding (e.g., Zones AO and AH) ❑ Alluvial fan ❑ Lakes ❑ Other (Attach Description) 3. Project Name/identifier: Woolen Mills Redevelopment 4. FEMA zone designations affected: AE (choices: A. AH, AO, At-A30, A99, AE, AR, V, V1430, VE, B, C, D, X) 5. Basis for Request and Type of Revision: a. The basis for this revision request is (check all that apply) ❑ Physical Change ❑ Improved Methodology/Data ® Regulatory F000dway Revision ❑ Base Map Changes ❑ Coastal Analysis ® Hydraulic Analysis ❑ Hydrologic Analysis ❑ Corrections ❑ Weir -Dam Changes ❑ Levee Certification ❑ Alluvial Fan Analysis ❑ Natural Changes ® New Topographic Data ❑ Other (Attach Description) Note: A photograph and narrative description of the area of concern is not required, but is very helpful during review. FEMA Form 086-0-27, (2/2011) Previously FEMA Form 81-89 MT-2 Form 1 Page 1 of 3 b. The area of revision encompasses the following structures (check all that apply) Structures: ❑ Channelization ❑ Levee/Floodwall ® Bridge/Culvert ❑ Dam ® FIII ❑ Other (Attach Description) 6. ❑ Documentation of ESA compliance is submitted (required to initiate CLOMR review). Please refer to the Instructions for more information. C. REVIEW FEE Has the review fee for the appropriate request category been included? ® Yes Fee amount: $8000 ❑ No, Attach Explanation Please see the DHS•FEMA Web site at htto:ftwww.fema.gov/plan/prevenUfhm/frm fees.shtm for Fee Amounts and Exem tions. D. SIGNATURE All documents submitted In support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by fine or imprisonment under Tide 18 of the United States Code, Section 1001. Name: Brian Roy Company: Woolen Mills LLC Mailing Address: Daytime Telephone No.: 434.996.3904 Fax No.: P.O. Box 1099 Charlottesville, VA 22932 E-Mail Address: brianhroy@gmail.com Signature of Requester (requir Date: As the community official responsible for floodplain management, I hereby acknowledge that we have received and reviewed this Letter of Map Revision (LOMR) or conditional LOMR request. Based upon the community's review, we find the completed or proposed project meets or is designed to meet all of the community floodplain management requirements, including the requirements for when fill is placed in the regulatory floodway, and that all necessary Federal, State, and local permits have been, or In the case of a conditional LOMR, will be obtained. For Conditional LOMR requests, the applicant has documented Endangered Species Act (ESA) compliance to FEMA prior to FEMA's review of the Conditional LOMR application. For LOMR requests, I acknowledge that compliance with Sections 9 and 10 of the ESA has been achieved Independently of FEMA's process. For actions authorized, funded, or being carried out by Federal or State agencies, documentation from the agency showing Its compliance with Section 7(a)(2) of the ESA will be submitted. In addition, we have determined that the land and any existing or proposed structures to be removed from the SFHA are or will be reasonably safe from flooding, as defined In 44CFR 65.2(c), and that we have available upon request by FEMA, all analyses and documentation used to make this determination. Community Official's Name and Title: Community Name: Mailing Address: Daytime Telephone No.: Fax No.: E-Mall Address: Community Official's Signature (required): Date: CERTIFICATION BY REGISTERED PROFESSIONAL ENGINEER AND/OR LAND SURVEYOR This certification is to be signed and sealed by a licensed land surveyor, registered professional engineer, or architect authorized by law to certify elevation information data, hydrologic and hydraulic analysis, and any other supporting information as per NFIP regulations paragraph 65.2(b) and as described in the MT-2 Forms Instructions. All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by fine or Imprisonment under Title 18 of the United States Code, Section 1001, Certifiers Name: Bryan Cichocki License No.: 053741 Explratlon Date: 01/31/2023 Company Name: Timmons Group Telephone No.: 434-327-5380 Fax No.: Signature: Date: 6118/21 E-Mail Address: bryan.cichocki@timmons.com FEMA Form 086-0-27, (212011) Previously FEMA Form 81-89 MT-2 Form 1 Page 2 of 3 Ensure the forms that are appropriate to your revision request are included in your submittal. Form Name and (Number) Required If ... ® Rivedne Hydrology and Hydraulics Form (Form 2) New or revised discharges or water -surface elevations ® Riverine Structures Form (Form 3) Channel is modified, addition/revision of bridge/culverts, addition/revision of levee/floodwall, addition/revision of dam ❑ Coastal Analysis Form (Form 4) New or revised coastal elevations ❑ Coastal Structures Form (Form 5) Addition/revision of coastal structure ❑ Alluvial Fan Flooding Form (Form 6) Flood control measures on alluvial fans Seal (Optional) FEMA Form 086-0-27, (2/2011) Previously FEMA Forth 81-89 MT-2 Form 1 Page 3 of 3 U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B No. 1660-0016 RIVERINE HYDROLOGY & HYDRAULICS FORM Expires February 28, 2014 PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 3.5 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing, reviewing, and submitting the form. You are not required to respond to this collection of information unless a valid OMB control number appears in the upper right comer of this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Department of Homeland Security, Federal Emergency Management Agency, 1800 South Bell Street, Arlington VA 20958-3005, Paperwork Reduction Project (1660-0016). Submission of the form is required to obtain or retain benefits under the National Flood Insurance Program. Please do not send your completed survey to the above address. PRIVACY ACT STATEMENT AUTHORITY: The National Flood Insurance Act of 1968, Public Law 90-448, as amended by the Flood Disaster Protection Act of 1973, Public Law 93-234. PRINCIPAL PURPOSE(S): This information is being collected for the purpose of determining an applicanfs eligibility to request changes to National Flood Insurance Program (NFIP) Flood Insurance Rate Maps (FIRM). ROUTINE USE(S): The information on this form may be disclosed as generally permitted under 5 U.S.0 § 552a(b) of the Privacy Act of 1974, as amended. This includes using this information as necessary and authorized by the routine uses published in DHS/FEMA/NFIP/LOMA-1 National Flood Insurance Program (NFIP); Letter of Map Amendment (LOMA) February 15, 2006, 71 FR 7990. DISCLOSURE: The disclosure of information on this form is voluntary; however, failure to provide the information requested may delay or prevent FEMA from processing a determination regarding a requested change to a NFIP Flood Insurance Rate Maps (FIRM). Flooding Source: Moores Creek Note: Fill out one form for each flooding source studied A. HYDROLOGY 1. Reason for New Hydrologic Analysis (check all that apply) ® Not revised (skip to section B) ❑ No existing analysis ❑ Improved data ❑ Alternative methodology ❑ Proposed Conditions (CLOMR) ❑ Changed physical condition of watershed 2. Comparison of Representative 1%-Annual-Chance Discharges Location Drainage Area (Sq. Mi.) Effective/FIS (cfs) Revised (cfs) 3. Methodology for New Hydrologic Analysis (check all that apply) ❑ Statistical Analysis of Gage Records ❑ PrecipitatioNRunoff Model 4 Specify Model: ❑ Regional Regression Equations ❑ Other (please attach description) Please enclose all relevant models in digital format, maps, computations (including computation of parameters), and documentation to support the new analysis. 4. Review/Approval of Analysis If your community requires a regional, state, or federal agency to review the hydrologic analysis, please attach evidence of approvallreview. 5. Impacts of Sediment Transport on Hydrology Is the hydrology for the revised flooding sources) affected by sediment transport? ❑ Yes ❑ No If yes, then fill out Section F (Sediment Transport) of Form 3. If No, then attach your explanation.. FEMA Form 086-0-27A, (2/2011) Previously FEMA Form 81-89 MT-2 Form 2 Page 1 of 3 B. HYDRAULICS 1. Reach to be Revised Description Cross Section Water -Surface Elevations (ft.) Effective Proposed/Revised Downstream Limit* Mouth at Rivanna River 1.0 324.00 324.00 Upstream Limit* approx 200' D/S of Moores 1.3 (RS2640.37) 324.00 324.00 r.rnnk I ann *Proposed/Revised elevations must tie -into the Effective elevations within 0.5 foot at the downstream and upstream limits of revision. 2. Hydraulic Method/Model Used: 3. Pre -Submittal Review of Hydraulic Models* DHS-FEMA has developed two review programs, CHECK-2 and CHECK-RAS, to aid in the review of HEC-2 and HEC-RAS hydraulic models, respectively. We recommend that you review your HEC-2 and HEC-RAS models with CHECK-2 and CHECK-RAS. 4. Models Submitted Natural Run Floodwav Run Datum Duplicate Effective Model* File Name: MooresCreek.prj Plan Name: DUPLICATE File Name: MooresCreek.pq Plan Name: DUPLICATE NGVD29 Corrected Effective Model* File Name: Plan Name: File Name: Plan Name: MooresCreek.prj CORRECTED MooresCreek.pq CORRECTED NAVD88 Existing or Pre -Project File Name: Plan Name: File Name: Plan Name: Conditions Model MooresCreek.prj EXISTING MooresCreek.pq EXISTING NAVD88 Revised or Post -Project File Name: Plan Name: File Name: Plan Name: Conditions Model MooresCreek.prj CLOMR MooresCreek.pq CLOMR NAVD88 Other - (attach description) File Name: Plan Name: File Name: Plan Name: MooresCreek.prj ASBUILT MooresCreek.pq ASBUILT NAVD88 * For details, refer to the corresponding section of the instructions ® Digital Models Submitted? (Required) C. MAPPING REQUIREMENTS A certified topographic work map must be submitted showing the following information (where applicable): the boundaries of the effective, existing, and proposed conditions 1%-annual-chance floodplain (for approximate Zone A revisions) or the boundaries of the 1 %- and 0.2%-annual-chance floodplains and regulatory floodway (for detailed Zone AE, AO, and AH revisions); location and alignment of all cross sections with stationing control indicated; stream, road, and other alignments (e.g., dams, levees, etc.); current community easements and boundaries; boundaries of the requester's property; certification of a registered professional engineer registered in the subject State; location and description of reference marks; and the referenced vertical datum (NGVD, NAVD, etc.). ® Digital Mapping (GIS/CADD) Data Submitted (preferred) Topographic Information: FIELD SURVEY AND LIDAR DATA NAVD88 Source: FIELD SURVEY AND LIDAR DATA Date: Accuracy: Note that the boundaries of the existing or proposed conditions floodplains and regulatory floodway to be shown on the revised FIRM and/or FBFM must tie-in with the effective floodplain and regulatory floodway boundaries. Please attach a copy of the effective FIRM and/or FBFM, at the same scale as the original, annotated to show the boundaries of the revised 1 %-and 0.2%-annual-chance floodplains and regulatory floodway that tie-in with the boundaries of the effective 1%and 0.2%-annual-chance floodplain and regulatory floodway at the upstream and downstream limits of the area on revision. ® Annotated FIRM and/or FBFM (Required) FEMA Form 086-0-27A, (2/2011) Previously FEMA Form 81-89 MT-2 Form 2 Page 2 of 3 D. COMMON REGULATORY REQUIREMENTS* 1. For LOMR/CLOMR requests, do Base Flood Elevations (BFEs) increase? ❑ Yes ® No a. For CLOMR requests, if either of the following is true, please submit evidence of compliance with Section 65.12 of the NFIP regulations: • The proposed project encroaches upon a regulatory floodway and would result in increases above 0.00 foot compared to pre -project conditions. • The proposed project encroaches upon a SFHA with or without BFEs established and would result in increases above 1.00 foot compared to pre -project conditions. b. Does this LOMR request cause increase in the BFE and/or SFHA compared with the effective BFEs and/or SFHA? ® Yes ❑ No If Yes, please attach proof of property owner notification and acceptance (if available). Elements of and examples of property owner notifications can be found in the MT-2 Form 2 Instructions. 2. Does the request involve the placement or proposed placement of fill? ® Yes ❑ No If Yes, the community must be able to certify that the area to be removed from the special flood hazard area, to include any structures or proposed structures, meets all of the standards of the local floodplain ordinances, and is reasonably safe from flooding in accordance with the NFIP regulations set forth at 44 CFR 60.3(A)(3), 65.5(a)(4), and 65.6(a)(14). Please see the MT-2 instructions for more information. 3. For LOMR requests, is the regulatory floodway being revised? ® Yes ❑ No If Yes, attach evidence of regulatory floodway revision notification. As per Paragraph 65.7(b)(1) of the NFIP Regulations, notification is required for requests involving revisions to the regulatory floodway. (Not required for revisions to approximate 1%-annual-chance floodplains [studied Zone A designation] unless a regulatory floodway is being established. Elements and examples of regulatory floodway revision notification can be found in the MT-2 Form 2 Instructions.) 4. For CLOMR requests, please submit documentation to FEMA and the community to show that you have complied with Sections 9 and 10 of the Endangered Species Act (ESA). For actions authorized, funded, or being carded out by Federal or State agencies, please submit documentation from the agency showing its compliance with Section 7(a)(2) of the ESA. Please see the MT-2 instructions for more detail. * Not inclusive of all anolicable reculatow recuirements. For details. see 44 CFR narts 60 and 65 FEMA Form 086-0-27A, (2/2011) Previously FEMA Form 81-89 MT-2 Form 2 Page 3 of 3 DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY RIVERINE STRUCTURES FORM O.M.B. NO. 1660-0016 Expires February 28, 2014 PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 7 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing, reviewing, and submitting the form. You are not required to respond to this collection of information unless a valid OMB control number appears in the upper right corner of this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Department of Homeland Security, Federal Emergency Management Agency, 1800 South Bell Street, Arlington, VA 20598-3005, Paperwork Reduction Project (1660-0016). Submission of the form is required to obtain or retain benefits under the National Flood Insurance Program. Please do not send your completed survey to the above address. PRIVACY ACT STATEMENT AUTHORITY: The National Flood Insurance Act of 1968, Public Law 90-448, as amended by the Flood Disaster Protection Act of 1973, Public Law 93-234. PRINCIPAL PURPOSE(S): This information is being collected for the purpose of determining an applicant's eligibility to request changes to National Flood Insurance Program (NFIP) Flood Insurance Rate Maps (FIRM). ROUTINE USE(S): The information on this form may be disclosed as generally permitted under 5 U.S.0 § 552a(b) of the Privacy Act of 1974, as amended. This includes using this information as necessary and authorized by the routine uses published in DHS/FEMA/NFIP/LOMA-1 National Flood Insurance Program; Letter of Map Amendment (LOMA) February 15, 2006, 71 FR 7990. DISCLOSURE: The disclosure of information on this form is voluntary; however, failure to provide the information requested may delay or prevent FEMA from processing a determination regarding a requested change to a NFIP Flood Insurance Rate Maps (FIRM). Flooding Source: Moores Creek Note: Fill out one form for each Flooding source studied. A. GENERAL Complete the appropriate section(s) for each Structure listed below: Channelizaton ...............complete Section B Bridge/Culvert ................complete Section C Dam...............................complete Section D Levee/Floodwall.............complete Section E Sediment Transport ........ complete Section F (if required) Description Of Modeled Structure 1. Name of Structure: Proposed Pedestrian Bridge Type (check one): ❑ Channelizalion ® Bridge/Culvert ❑ Levee/Floodwall []Dam Location of Structure: 1601.10 Downstream Limit/Cross Section: 1570.82 Upstream LimittCross Section: 1620.63 2. Name of Structure: Type (check one): ❑ Channelizalion ❑ Bridge/Culvert ❑ Levee/Floodwall []Dam Location of Structure: Downstream Limit/Cross Section: Upstream LimittCross Section: 3. Name of Structure: Type (check one) ❑ Channelizalion ❑ Bridge/Culvert ❑ Levee/Floodwall []Dam Location of Structure: Downstream Limit/Cross Section: Upstream LimittCross Section: NOTE: FOR MORE STRUCTURES, ATTACH ADDITIONAL PAGES AS NEEDED. FEMA Form 086.0.2713, (2/2011) Previously FEMA Form 81.89B MT-2 Form 3 Page 1 of 11 Name of Structure: 1. Hydraulic Considerations The channel was designed to carry (cfs) and/or the year flood. The design elevation in the channel is based on (check one): ❑ Subcritical flow ❑ Critical flow ❑ Supercritical flow ❑ Energy grade line If there is the potential for a hydraulic jump at the following locations, check all that apply and attach an explanation of how the hydraulic jump is controlled without affecting the stability of the channel. ❑ Inlet to channel ❑ Outlet of channel ❑ At Drop Structures ❑ At Transitions ❑ Other locations (specify): 2. Channel Design Plans Attach the plans of the channelization certified by a registered professional engineer, as described in the instructions. 3. Accessory Structures The channelization includes (check one): ❑ Levees [Attach Section E (Levee/Floodwall)] ❑ Drop structures ❑ Superelevated sections ❑ Transitions in cross sectional geometry ❑ Debris basin/detention basin [Attach Section D (Dam/Basin)] ❑ Energy dissipator ❑ Weir ❑ Other (Describe): 4. Sediment Transport Considerations Are the hydraulics of the channel affected by sediment transport? ❑ Yes ❑ No If yes, then fill out Section F (Sediment Transport) of Form 3. If No, then attach your explanation for why sediment transport was not considered. C. BRIDGE/CULVERT Flooding Source: Moores Creek Name of Structure: Proposed Pedestrian Bridge 1. This revision reflects (check one): ® Bridge/culvert not modeled in the FIS ❑ Modified bridge/culvert previously modeled in the FIS ❑ Revised analysis of bridge/culvert previously modeled in the FIS 2. Hydraulic model used to analyze the structure (e.g., HEC-2 with special bridge routine, WSPRO, HY8): HEC-RAS 5.0.7 If different than hydraulic analysis for the flooding source, justify why the hydraulic analysis used for the flooding source could not analyze the structures. Attach justification. 3. Attach plans of the structures certified by a registered professional engineer. The plan detail and information should include the following (check the information that has been provided): ® Dimensions (height, width, span, radius, length) ® Distances Between Cross Sections ® Shape (culverts only) ❑ Erosion Protection ® Material ® Low Chord Elevations — Upstream and Downstream ❑ Beveling or Rounding ® Top of Road Elevations — Upstream and Downstream ❑ Wing Wall Angle ® Structure Invert Elevations — Upstream and Downstream ❑ Skew Angle ❑ Stream Invert Elevations — Upstream and Downstream ® Cross -Section Locations Sediment Transport Considerations Are the hydraulics of the structure affected by sediment transport? ❑ Yes ® No FEMA Form 086-0.27B, (2/2011) Previously FEMA Form 81-89B MT-2 Form 3 Page 2 of 11 Flooding Source: Name of Structure: 1. This request is for (check one): ❑ Existing darrdbasin ❑ New dam/basin ❑ Modification of existing dam/basin 2. The dam/basin was designed by (check one): ❑ Federal agency ❑ State agency ❑ Private organization ❑ Local government agency Name of the agency or organization: 13. The Dam was permitted as (check one): ❑ Federal Dam ❑ State Dam Provide the permit or identification number (ID) for the dam and the appropriate permitting agency or organization Permit or ID number Permitting Agency or Organization a. ❑ Local Government Dam ❑ Private Dam Provided related drawings, specification and supporting design information. 4. Does the project involve revised hydrology? ❑ Yes ❑ No If Yes, complete the Riverine Hydrology & Hydraulics Form (Form 2). Was the dam/basin designed using critical duration storm? (must account for the maximum volume of runoff) ❑ Yes, provide supporting documentation with your completed Form 2. ❑ No, provide a written explanation and justification for not using the critical duration storm. 5. Does the submittal include debris/sediment yield analysis? ❑ Yes ❑ No If Yes, then fill out Section F (Sediment Transport). If No, then attach your explanation for why debris/sediment analysis was not considered? 16. Does the Base Flood Elevation behind the dam/basin or downstream of the dam/basin change? ❑ Yes ❑ No If Yes, complete the Riverine Hydrology & Hydraulics Form (Form 2) and complete the table below. Stillwater Elevation Behind the Dam/Basin FREQUENCY (% annual chance) FIS REVISED 10-year (10%) 50-year (2%) 100-year (1 %) 500-year (0.2%) Normal Pool Elevation 7. Please attach a copy of the formal Operation and Maintenance Plan FEMA Form 086.0.27113, (2/2011) Previously FEMA Form 81.89B MT-2 Form 3 Page 3 of 11 a. This Levee/Floodwall analysis is based on (check one): upgrading of a newly reanalysis of ❑ an existing ❑ constructed ❑ an existing levee/floodwall levee/floodwall levee/floodwall system system system b. Levee elements and locations are (check one): ❑ earthen embankment, dike, berm, etc. Station to ❑ structural floodwall Station to ❑ Other (describe): Station to c. Structural Type (check one): ❑ monolithic cast -in place reinforced concrete ❑ reinforced concrete masonry block ❑ sheet piling ❑ Other (describe): d. Has this levee/floodwall system been certified by a Federal agency to provide protection from the base flood? ❑ Yes ❑ No FEMA Form 086.0.27B, (2/2011) Previously FEMA Form 81.89B MT-2 Form 3 Page 4 of 11 e. Attach certified drawings containing the following information (indicate drawing sheet numbers): 1. Plan of the levee embankment and floodwall structures. Sheet Numbers: 2. A profile of the levee/floodwall system shoving the Base Flood Elevation (BFE), levee and/or wall crest and foundation, and closure locations for the total levee system. Sheet Numbers: 3. A profile of the BFE, closure opening outlet and inlet invert elevations, type and size of opening, and kind of closure. Sheet Numbers: 4. A layout detail for the embankment protection measures. Sheet Numbers: 5. Location, layout, and size and shape of the levee embankment features, foundation treatment, Floodwall structure, closure structures, and pump stations. Sheet Numbers: 2. Freeboard a. The minimum freeboard provided above the BFE is: Riverine 3.0 feet or more at the downstream end and throughout ❑ Yes ❑ No 3.5 feet or more at the upstream end ❑ Yes ❑ No 4.0 feet within 100 feel upstream of all structures and/or constrictions ❑ Yes ❑ No Coastal 1.0 foot above the height of the one percent wave associated with the 1 %-annual-chance Stillwater surge elevation or maximum wave runup (whichever is greater). ❑ Yes ❑ No 2.0 feet above the 1 %-annual-chance stillwater surge elevation ❑ Yes ❑ No Please note, occasionally exceptions are made to the minimum freeboard requirement. If an exception is requested, attach documentation addressing Paragraph 65.10(b)(1)(ii) of the NFIP Regulations. If No is answered to any of the above, please attach an explanation. b. Is there an indication from historical records that ice -jamming can affect the BFE? ❑ Yes ❑ No If Yes, provide ice -jam analysis profile and evidence that the minimum freeboard discussed above still exists. 3. Closures a. Openings through the levee system (check one): ❑ exists ❑ does not exist If opening exists, list all closures: Channel Station Left or Right Bank Opening Type Highest Elevation for Type of Closure Device Opening Invert (Extend table on an added sheet as needed and reference) Note: Geotechnical and geologic data In addition to the required detailed analysis reports, data obtained during field and laboratory investigations and used in the design analysis for the following system features should be submitted in a tabulated summary form. (Reference U.S. Army Corps of Engineers [USACE] EM-1110-2-1906 Form 2086.) FEMA Form 086.0.2713, (2/2011) Previously FEMA Form 81-89B MT-2 Form 3 Page 5 of 11 a. Embankment Protection a. The maximum levee slope land side is: b. The maximum levee slope flood side is: c. The range of velocities along the levee during the base flood is: (min.) to (max.) d. Embankment material is protected by (describe what kind): e. Riprap Design Parameters (check one): ❑ Velocity ❑ Tractive stress Attach references Reach Sideslope Flow D P Velocity lY or Strati ht 9 Stone Riprap Depth of Toedown D,m D. Thickness Sta to Sta to Sta to Sta to Sta to Sta to (Extend table on an added sheet as needed and reference each entry) f. Is a beddingifilter analysis and design attached? ❑ Yes ❑ No g. Describe the analysis used for other kinds of protection used (include copies of the design analysis): Attach engineering analysis to support construction plans. 5. Embankment And Foundation Stability a. Identify locations and describe the basis for selection of critical location for analysis: ❑ Overall height: Sta.: , height ft. ❑ Limiting foundation soil strength: Strength � _ degrees, c = psf Slope: SS = (h) to (v) (Repeat as needed on an added sheet for additional locations) b. Specify the embankment stability analysis methodology used (e.g., circular arc, sliding block, infinite slope, etc.): c. Summary of stability analysis results: FEMA Form 086.0.27B, (2/2011) Previously FEMA Form 81.89B MT-2 Form 3 Page 6 of 11 E. LEVEE/FLOODWALL (CONTINUED) 5. Embankment And Foundation Stability (continued) Case Loading Conditions Critical Safety Factor Criteria (Min.) I End of construction 1.3 11 Sudden drawdown 1.0 III Critical flood stage 1.4 IV Steady seepage at flood stage 1.4 VI Earthquake (Case 1) 1.0 (Reference: USACE EM-1110-2-1913 Table 6-1) d. Was a seepage analysis for the embankment performed? ❑ Yes ❑ No If Yes, describe methodology used: e. Was a seepage analysis for the foundation performed? ❑ Yes ❑ No f. Were uplift pressures at the embankment Iandside toe checked? ❑ Yes ❑ No g. Were seepage exit gradients checked for piping potential? ❑ Yes ❑ No h. The duration of the base flood hydrograph against the embankment is hours. Attach engineering analysis to support construction plans. 6. Floodwall And Foundation Stability a. Describe analysis submittal based on Code (check one): ❑ UBC (1988) ❑ Other (specify): b. Stability analysis submitted provides for: ❑ Overturning ❑ Sliding If not, explain: c. Loading included in the analyses were: ❑ Lateral earth @ PA = psf; Pp = psf ❑ Surcharge -Slope @ , ❑ surface psf ❑ Wind @ Pw = psf ❑ Seepage (Uplift); ❑ Earthquake @ Pay = %g ❑ 1 %-annual-chance significant wave height: ft. ❑ 1 %-annual-chance significant wave period: sec. d. Summary of Stability Analysis Results: Factors of Safety. Itemize for each range in site layout dimension and loading condition limitation for each respective reach. Criteria (Min) Sta To Sta To Loading Condition Overturn Sliding Overturn Sliding Overturn Sliding Dead & Wind 1.5 1.5 Dead & Soil 1.5 1.5 Dead, Soil, Flood, & 1.5 1.5 Impact Dead, Soil, & Seismic 1.3 1 1.3 FEMA Form 086.0.27B, (2/2011) Previously FEMA Form 81.89B MT-2 Form 3 Page 7 of 11 (Ref: FEMA 114 Sept 1986; USACE EM 1110-2-2502) Note: (Extend table on an added sheet as needed and reference) E. LEVEE/FLOODWALL (CONTINUED) 6. Floodwall And Foundation Stability (continued) e. Foundation bearing strength for each soil type: Bearing Pressure Sustained Load (pso Short Term Load (pso Computed design maximum Maximum allowable FEMA Form 086.0.27B, (2/2011) Previously FEMA Form 81.89B MT-2 Form 3 Page 8 of 11 f. Foundation scour protection ❑ is, ❑ is not provided. If provided, attach explanation and supporting documentation: Attach engineering analysis to support construction plans. 7. Settlement a. Has anticipated potential settlement been determined and incorporated into the specified construction elevations to maintain the established freeboard margin? ❑ Yes ❑ No b. The computed range of settlement is ft. to ft. c. Settlement of the levee crest is determined to be primarily from : ❑ Foundation consolidation ❑ Embankment compression ❑ Other (Describe): d. Differential settlement of floodwalls ❑ has ❑ has not been accommodated in the structural design and construction. Attach engineering analysis to support construction plans. 8. Interior Drainage a. Specify size of each interior watershed: Draining to pressure conduit: acres Draining to ponding area: acres b. Relationships Established Ponding elevation vs. storage ❑ Yes ❑ No Ponding elevation vs. gravity flow ❑ Yes ❑ No Differential head vs. gravity flow ❑ Yes ❑ No c. The river flow duration curve is enclosed: ❑ Yes ❑ No d. Specify the discharge capacity of the head pressure conduit: cfs e. Which flooding conditions were analyzed? • Gravity flow (Interior Watershed) ❑ Yes ❑ No • Common storm (River Watershed) ❑ Yes ❑ No • Historical ponding probability ❑ Yes ❑ No • Coastal wave overtopping ❑ Yes ❑ No If No for any of the above, attach explanation. e. Interior drainage has been analyzed based on joint probability of interior and exterior flooding and the capacities of pumping and outlet facilities to provide the established level of flood protection. ❑ Yes ❑ No If No, attach explanation. g. The rate of seepage through the levee system for the base flood is cfs In. The length of levee system used to drive this seepage rate in item g: ft. E. LEVEE/FLOODWALL 8. Interior Drainage (continued) i. Will pumping plants be used for interior drainage? ❑ Yes ❑ No If Yes, include the number of pumping plants: For each pumping plant, list: FEMA Form 086-0.27B, (2/2011) Previously FEMA Form 81-89B MT-2 Form 3 Page 9 of 11 Plant #1 Plant #2 The number of pumps The ponding storage capacity The maximum pumping rate The maximum pumping head The pumping starting elevation The pumping stopping elevation Is the discharge facility protected? Is there a flood warning plan? How much time is available between warning and flooding? Will the operation be automatic? ❑ Yes ❑ No If the pumps are electric, are there backup power sources? ❑ Yes ❑ No (Reference: USACE EM-1110-2-3101, 3102, 3103, 3104, and 3105) Include a copy of supporting documentation Of data and analysis. Provide a map showing the flooded area and maximum ponding elevations for all interior watersheds that result in flooding. 9. Other Design Criteria a. The following items have been addressed as stated: Liquefaction ❑ is ❑ is not a problem Hydrocompaction ❑ is ❑ is not a problem Heave differential movement due to soils of high shrink/swell ❑ is ❑ is not a problem b. For each of these problems, state the basic facts and corrective action taken: Attach supporting documentation c. If the levee/floodwall is new or enlarged, will the structure adversely impact flood levels and/or flow velocities floodside of the structure? ❑ Yes ❑ No Attach supporting documentation d. Sediment Transport Considerations: Was sediment transport considered? ❑ Yes ❑ No If Yes, then fill out Section F (Sediment Transport). If No, then attach your explanation for why sediment transport was not considered. 10. Operational Plan And Criteria a. Are the plannedlinstalled works in full compliance with Part 65.10 of the NFIP Regulations? ❑ Yes ❑ No b. Does the operation plan incorporate all the provisions for closure devices as required in Paragraph 65.10(c)(1) of the NFIP regulations? ❑ Yes ❑ No c. Does the operation plan incorporate all the provisions for interior drainage as required in Paragraph 65.10(c)(2) of the NFIP regulations? ElYes ElNo If the answer is No to any of the above, please attach supporting documentation. E. LEVEE/FLOODWALL (CONTINUED) FEMA Form 086.0.27B, (2/2011) Previously FEMA Form 81.89B MT-2 Form 3 Page 10 of 11 11. Maintenance Plan Please attach a copy of the fomal maintenance plan for the levee/floodwall 12. Operations and Maintenance Plan Please attach a copy of the formal Operations and Maintenance Plan for the levee/floodwall. CERTIFICATION OF THE LEVEE DOCUMENTION This certification is to be signed and sealed by a licensed registered professional engineer authorized by law to certify elevation information data, hydrologic and hydraulic analysis, and any other supporting information as per NFIP regulations paragraph 65.10(e) and as described in the MT-2 Forms Instructions. All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by fine or imprisonment under Title 18 of the United States Code, Section 1001. Certifier's Name: License No.: Expiration Date: Company Name: Telephone No.: Fax No.: Signature: Date: E-Mail Address: F. SEDIMENT TRANSPORT Flooding Source: Name of Structure: If there is any indication from historical records that sediment transport (including scour and deposition) can affect the Base Flood Elevation (BFE); and/or based on the stream morphology, vegetative cover, development of the watershed and bank conditions, there is a potential for debris and sediment transport (including scour and deposition) to affect the BFEs, then provide the following information along with the supporting documentation: Sediment load associated with the base flood discharge: Volume acre-feet Debris load associated with the base flood discharge: Volume acre-feet Sediment transport rate (percent concentration by volume) Method used to estimate sediment transport: Most sediment transport formulas are intended for a range of hydraulic conditions and sediment sizes; attach a detailed explanation for using the selected method. Method used to estimate scour and/or deposition: Method used to revise hydraulic or hydrologic analysis (model) to account for sediment transport: Please note that bulked flows are used to evaluate the performance of a structure during the base flood; however, FEMA does not map BFEs based on bulked flows. If a sediment analysis has not been performed, an explanation as to why sediment transport (including scour and deposition) will not affect the BFEs or structures must be provided. FEMA Form 086.0.2713, (2/2011) Previously FEMA Form 81.89B MT-2 Form 3 Page 11 of 11