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Home My WebLink AboutDrainage Reports - 07/26/20000 Final Development Plan Drainage and Erosion Control Study O � � �3 0 SAgejCreek, Oc iD ,Do -h o I I I I I I P �Fo�rt Collins, Colo o 0(0 U O � � July 19, 2000""�/ C THE SEAR BROWN GROUP Standards in Excellence SEAR•BROWN I ARCFIITECTURE 2095outh Meldrum ENGINEERING Fort Collins, CO 80521-2603 PLANNING 970.482.5922 phone CONSTRUCTION 970.482.6368 fax www.searbrown.com July 19, 2000 rMr. Basil Hamdan City of Fort Collins Water Utilities--Stormwater 700 Wood Street Fort Collins, Colorado 80522 iRE: Final Development Plan Drainage and Erosion Control Study for Sage Creek Dear Basil: We are pleased to submit to you, for your review and approval, this Final Development Plan Drainage and Erosion Control Study for Sage Creek. All computations within this report have been completed in compliance with the City of Fort Collins Storm Drainage Design Criteria. We appreciate your time and consideration in reviewing this submittal. Please call if you have any questions. Respectfully, I I cc: I I I File 434-021 A Jim Postle, The James Company Reviewed: 7e-w� by: Stan Myers, P.E. Project Manager . I ' TABLE OF CONTENTS DESCRIPTION PAGE 1. GENERAL LOCATION AND DESCRIPTION................................................................................................................I . A. LOCATION.........................................................................................................................................................................I B. DESCRIPTION OF PROPERTY............................................................................................................................................. I 11. DRAINAGE BASINS...........................................................................................................................................................I A. MAJOR BASIN DESCRIPTION............................................................................................................................................. I B. SUB -BASIN DESCRIPTION...................................................................................................................................................2 III. DRAINAGE DESIGN CRITERIA................................................................................................................................2 A. REGULATIONS...................................................................................................................................................................2 B. DEVELOPMENT CRITERIA REFERENCE AND CONSTRAINTS..............................................................................................2 C. HYDROLOGIC CRITERIA...................................................................................................................................................2 D. HYDRAULIC CRITERIA......................................................................................................................................................3 E. VARIANCES FROM CRITERIA.............................................................................................................................................3 IV. A. DRAINAGE FACILITY DESIGN......................................................................................................................................3 GENERAL CONCEPT..........................................................................................................................................................3 B. SPECIFIC DETAILS.............................................................................................................................................................3 V. STORMWATER QUALITY...............................................................................................................................................6 A. GENERAL CONCEPT..........................................................................................................................................................6 VI. A. ONTROL.............................................................9 EROSION CONTROL-- .... *,,*,,*,,*,*"*""*"* ... * ........ .... * ..... GENERAL CONCEPT..........................................................................................................................................................9 ..... *' B. SPECIFIC DETAILS.............................................................................................................................................................9 ' Vll. A. CONCLUSIONS............................................................................................................................................................10 COMPLIANCE WITH STANDARDS.....................................................................................................................................10 B. DRAINAGE CONCEPT....................................................................................................................................................... 10 C. STORMWATER QUALITY CONCEPT................................................................................................................................. 10 ' D. EROSION CONTROL CONCEPT........................................................................................................................................ I I VIII. REFERENCES..............................................................................................................................................................12 I I r APPENDICIES APPENDIXA: VICINITY MAP......................................................................................................................................................................... A ' APPENDIX B: RATIONAL METHOD HYDROLOGY AND STREET CAPACITIES B ............................................................................... APPENDIX C: SWMM ANALYSIS AND POND STORAGE REQUIREMENT........................................................... ... ............................ C ' APPENDIXD: HEC-2 ANALYSIS D ..................................................................................................................................................................... APPENDIX E: STORM DRAINS AND INLETS ................................................ ............................................................................................ ... E APPENDIXF: RIPRAP DESIGN........................................................................................................................................................................F APPENDIX G: POND VOLUMES AND POND OUTLET STRUCTURE DESIGN.....................................................................................G APPENDIX H: EROSION CONTROL AND WATER QUALITY.................................................................................................................. H tAPPENDIX I: TABLES AND FIGURES.............................................................................................................................................................I APPENDIX J: HEC-2 FLOOD PLAIN MAP, SWMM BASIN MAP................................................................................. BACK POCKET 1 APPENDIX K: DRAINAGE AND EROSION CONTROL PLAN DRAWING SHEET ............................................... ... BACK POCKET 2 11 i I [1 11 1 1 I I h FINAL DRAINAGE AND EROSION CONTROL STUDY FOR SAGE CREEK FORT COLLINS, COLORADO I. GENERAL LOCATION AND DESCRIPTION A. Location Sage Creek is bounded by County Road 9 on the east, private residences with large lots on the west, the McClellands Basin Drainageway and the Harvest Creek Subdivision on the north, and by County Road 36 on the south. The site location can also be described as situated in the south half of the southeast 1/4 of Section 5, Township 7 North, Range 68 West of the 6th Principal Meridian, City of Fort Collins, Larimer County, Colorado. A map showing the site location is included in the Appendix. B. Description of Property The proposed Sage Creek development is being proposed as a residential development within the City of Fort Collins Zoning. The property consists of 1 approximately 59.70 acres of land, of which a majority is currently cultivated farmland. This includes the 50-ft. (3.4 acre) no -impact buffer zone between the McClelland's drainage -way and the developed lots and associated facilities. ' There is one existing concrete lined irrigation channel located in the western half of the site. The channel will be removed with the Sage Creek development. This channel has been used historically for irrigation of the existing adjacent farmland only and has not been a drainage conveyance for storm events. The removal of this channel will not affect any of the surrounding farm irrigation channels. The topography generally slopes north-northeast towards the existing McClellands Basin Drainageway at approximately 0.6 — 4.5 percent. The McClellands Basin Drainageway runs from west to east along the northern edge of the project boundary. II. DRAINAGE BASINS A. Major Basin Description The Sage Creek development lies within McClellands Basin. The McClellands Basin Drainageway flows in a generally southeast direction, and runs from west to I a I east along the northern edge of the project boundary. The McClellands Basin 1` Drainageway eventually drains into the Fossil Creek Reservoir Inlet Ditch, which transmits water to the Fossil Creek Reservoir. B. Sub -basin Description The area encompassed by the proposed Sage Creek development has been divided into 29 sub -basins for Rational Method calculations. Runoff is routed to one of two detention ponds (Ponds A and B). Ponds A and B will be located 50 feet south of the existing McClellands Basin Drainageway. Pond B is broken out into two ponds with a culvert connecting the two, this culvert allows uninterrupted flows in the 100-year event between the ponds. These on -site basins are proposed to be developed with ' residential housing and street improvements, including improvements to County Road 9 and County Road 36. These sub -basins are shown on the Drainage and Erosion Control Plan in the back pocket of this report. ' This development will also include improvements to the portions of County Road 9 and County Road 36 that are adjacent to the site. A majority of the runoff from the roads will be directed onto the site and detained in the proposed detention ponds, in accordance with City of Fort Collins directives. IIIf�7;7:\i►ICe7�7��te7►� : A. Regulations The City of Fort Collins Storm Drainage Design Criteria is being used for the subject site. B. Development Criteria Reference and Constraints The criteria and constraints from the McClellands Basin 100-year Master Plan and subsequent update dated April 1, 1996 are being utilized in this Final Drainage Study. With this development, on site detention will be provided and flows will be released into the McClellands Basin Drainageway at the rates defined by the Master Plan. C. Hydrologic Criteria The Rational Method for determining surface runoff was used for the project site. The recently adopted 2-year and 100-year storm event intensities provided by the City of Fort Collins were used in calculating runoff values. Site hydrologic modeling was completed using SWMM for the purposes of pond sizing. These calculations and criteria are included in the Appendix of this report. I 7 LJ D. Hydraulic Criteria All hydraulic calculations within this report have been prepared in accordance with the City of Fort Collins Drainage Criteria and are also included in the Appendix. E. Variances from Criteria No variances are being sought for the proposed project site. IV. DRAINAGE FACILITY DESIGN A. General Concept Over 99% of the total on -site runoff produced by the developed portions (not including the buffer zone) of the proposed Sage Creek development will be routed to one of the two proposed detention ponds via curb and gutter, cross -pans, sidewalk L chases, inlets, and underground storm drains. The outflow from the detention ponds will be released into the McClellands Basin Drainageway and will then be conveyed under County Road 9 through a pair of box culverts (to be designed and constructed by the Harvest Park development). The McClellands Basin Drainageway enters the Fossil Creek Reservoir Inlet Ditch approximately 1.2 miles southwest of the site. A SWMM analysis was done of the site in order to determine the volume requirements of the proposed detention ponds on the site. A HEC-RAS analysis has been done of the McClellands Basin Drainageway in order to determine the existing and proposed flood plain limits adjacent to the site. The existing condition has been prepared in conjunction with the Harvest Park development immediately to the north of the Sage Creek site, and a copy of the most recent revision is included in this report. The developed condition HEC-2 model has been revised and updated to HEC-RAS, also in conjunction with the Harvest Park development, a copy of the most recent revision has been included in this report. All relevant calculations Iincluded in this report are based on the updated HEC-RAS model B. Specific Details The proposed Sage Creek development contains a total area of approximately 59.70 acres, which has been divided into twenty-nine (29) sub -basins for Rational Method runoff analysis. Basin designations with an `A' prefix drain to Pond A, basin designations with a `B' prefix drain to Pond B. All basins drain to the north and/or east, and are routed through on -site detention facilities, and eventually into the McClellands Basin Drainageway. Please refer to Appendix B and the Drainage and Erosion Control Plan in the back of this report. I IW BASINS: Swale Al: Swale Al located on the northwest comer of the site intercepts 100-year design flows of approximately 4.57 cfs from offsite sub -basin OS L These flows are allowed to flow into McClellands Drainageway un-detained as historic offsite flows. Swale A5: Swale A5 located at the northeast end of the Rabbit Creek Road cul-de-sac intercepts 100-year design flows of approximately 26.43 cfs from sub -basins A3, A4, A7 and Al 1. These flows are then picked up at the upstream end of Storm Drain A5. Inlet ST-A5A: Inlet ST-A5A intercepts 100-year design flows of approximately 26.47 cfs from drainage basins A5, A8 and Al2. Inlet ST-A513: Inlet ST-A5B intercepts 100-year design flows of approximately 6.04 cfs from drainage basin A2. Storm Drain A5: Flared End Section (FES) ST-FES-A5A picks up flows of 26.47 cfs from Swale A5. These flows are transported through approximately 295.50 L.F. of 24" reinforced concrete pipe (RCP) to Inlet ST-A5A where Storm Drain A5 picks up an additional 26.47 cfs. The combined flows of 52.90 cfs are transported through approximately 38 L.F. of 27" RCP to Inlet ST-A5B where an additional 1.69 cfs is accepted into 1 Storm Drain A5. The combined flow of 54.59 is transported through approximately 58.90 L.F. of 27" RCP into Pond A at ST-FES-A511. Storm Drain A5 accepts flows from sub -basins A2, A3, A4, A5, A7, A8, Al 1 and Al2. Inlet ST-AIOA: Inlet ST-AlOA intercepts 100-year design flows of approximately 38.24 cfs from drainage basins A9, A10, A13 and A14. Inlet ST-AIOB: Inlet ST-AIOB intercepts 100-year design flows of approximately 3.88 cfs from drainage basin A6. Storm Drain A10: Stone Drain A10 picks up 100-year design flows of 38.24 cfs at Inlet ST-AlOA. These flows are transported through approximately 34 L.F. of 27" RCP to Inlet ST- AlOB where Stone Drain A10 picks up an additional 100-year design flows of 3.88 cfs. The combined flows of 42.12 cfs are transported through approximately 101 ' 4 r' L.F. of 30" RCP into Pond A at ST-FES-A10. Storm Drain A10 accepts flows from sub -basins A6, A9, A10, A13 and A14. Detention Pond A: Detention Pond A accepts direct flows from sub -basin PA of 21.89 cfs during the 100-year storm event. Detention Pond A will release to McClellands Basin Drainageway via a staged outlet control structure and approximately 85 L.F. of 21" RCP. The outlet works will be designed and constructed to limit the discharge into the McClellands Basin Drainageway to a maximum of 0.2 cfs/acre for the 10- year storm and 0.5 cfs/acre for the 100-year storm (in accordance with the Master Plan for McClellands Basin). Based on these criteria, the total allowable release rate for the site is 28.87 cfs for the 100-year storm and 11.59 cfs for the 10-year storm. Detention Pond A outlet works is designed to release 2.27 cfs during the 10-year event and 8.94 cfs during the 100-year event. Sub -Basin Al: Sub -Basin Al is composed of 0.23 acres of developed backyard 100-year flows of 1.28 cfs. These flows have a time of concentration of 7 minutes and are release Iundetained to Swale Al as historically occurs. `B' BASINS: Inlet ST-B3A: Inlet ST-133A intercepts 100-year design flows of approximately 18.58 cfs from drainage basins B1, B2 and B3. Inlet ST-11311: Inlet ST-133B intercepts 100-year design flows of approximately 1.00 cfs from drainage basin B7. Storm Drain B3: Storm Drain B3 picks up 100-year design flows of 18.58 cfs at Inlet ST-113A. These flows are transported through approximately 27.50 L.F. of 18" RCP to Inlet ST-B3B where Storm Drain B3 picks up an additional 100-year design flow of 1.00 cfs. The combined flows of 19.58 cfs are transported through approximately 42 L.F. of 27" RCP into Pond A at ST-FES-B3. Storm Drain B3 accepts flows from sub -basins B 1, B2, B3 and B7. Storm Drain B4: Storm Drain B4 picks up 100-year design flows of 5.77 cfs at Inlet ST-114A. These flows are transported through approximately 146 L.F. of 15" RCP into Pond B at ST- FES-B4. Storm Drain B4 accepts flows from sub -basin B4. 5 I i Swale B4• Swale B4 is located on the east side of Corbett Drive near McClellands channel. Swale B4 is designed to carry 100-year design flows of 7.74 cfs from Storm Drain B4 (ST-FES B4) and sub -basin B5 to Pond B. Swale B4 intercepts flows from sub - basins B4 and B5. Inlet ST-118: Inlet ST-B8 intercepts 100-year design flows of approximately 19.75 cfs from drainage sub -basin B8. Storm Drain B8: Storm Drain B8 picks up 100-year design flows of 19.75 cfs at Inlet ST-B8. These flows are transported through approximately 288.19 L.F. of 21" RCP into Pond B at ST-FES-118. Storm Drain B8 accepts flows from sub -basin B8. ' Swale B8: Swale B8 is located over Storm Drain B8. Swale B8 is designed to carry 100-year design flows of 19.75 cfs in case Inlet B8 becomes plugged. Swale B8 empties into Sage Creek Road and drains sub -basin B8 in an emergency without inundating any homes. 1 Inlet ST-B9A: Inlet ST-139A intercepts 100-year design flows of approximately 48.09 cfs from drainage basins B9 and B 10. Inlet ST-B9B: Inlet ST-13913 intercepts 100-year design flows of approximately 7.69 cfs from drainage basin B6. Storm Drain B9: ,t Storm Drain B9 picks up 100-year design flows of 48.09 cfs at Inlet ST-119A. These flows are transported through approximately 30.00 L.F. of 27" RCP to Inlet ST-11911 where Storm Drain B9 picks up an additional 100-year design flow of 7.69 cfs. The combined flows of 55.78 cfs are transported through approximately 46.00 L.F. of 27" RCP into Pond B at ST-FES-119. Storm Drain B9 accepts flows from sub -basins B6, B9 and B10. Pond B Equalization Pipe: The Pond B Equalization Pipe is designed to carry 100-year design flows of approximately 70 cfs from west to east or east to west. This will allow uninterrupted flows during 100-year peak periods so the separated ponds will act as one. Detention Pond B: 6 Pond B accepts direct flows from sub -basin PB of 25.87 cfs during the 100-year storm event. Detention Pond B will release to McClellands Basin Drainageway via a staged outlet control structure and approximately 82 L.F. of 27" RCP. The outlet works will be designed and constructed to limit the discharge into the McClellands Basin Drainageway to 0.2 cfs/acre for the 10-year storm and 0.5 cfs/acre for the 100-year storm (in accordance with the Master Plan for McClellands Basin). Based on these criteria, the total allowable release rate for the site is 28.87 cfs for the 100-year storm and 11.59 cfs for the 10-year storm. Detention Pond B outlet works is designed to release 7.68 cfs during the 10-year event and 16.80 cfs during the 100-year event. Sub -Basin OS4: Sub -Basin OS4 shall maintain historic flows to McClellands Basin Drainage way. The 100-year flows from this basin are approximately 2.45 cfs which are not historically nor developed channelized flows and therefore are considered incidental ' flows to the McClellands Basin Drainage way. A SWMM analysis of the proposed Sage Creek development has been done. When the model is finalized and approved it can be inserted into the Master Plan update currently being prepared by the City's consultant. The results of the SWMM analysis are included in Appendix C. The site was broken into 5 basins as shown on the 1 SWMM schematic. SWMM Basin 600• SWMM Basin 600 is composed of rational basins Al, OS2, OS3 and OS4. The total area of SWMM Basin 600 is 8.48 acres and drains historic undeveloped flow directly into McClellands Basin Drainage way via Swale Al. SWMM sub -basin 600 is composed of McClellands Basin. SWMM Basin 610: SWMM Basin 610 is composed of rational basins A2-A8, Al 1-Al2 and PA. The total area of SWMM basin 610 is 16.36 acres and drains into detention Pond A. SWMM Basin 620: SWMM Basin 620 is composed of rational basins A9, A10, A13 and A14. The total area of SWMM basin 620 is 10.11 acres and drains into detention Pond A. SWMM Basin 630• SWMM sub -basin 630 is composed of rational basins B 1-B6, B8-B 10 and PB. The ` total area of SWMM basin 630 is 24.64 acres and drains into detention Pond B. SWMM Basin 640: SWMM sub -basin 640 is composed of rational basin B7. The total area of SWMM basin 640 is 0.10 acres and is released undetained to McClellands Ditch. ' 7 C The basin widths for the site were determined by taking the average length of travel from the limit of the SWMM basin to the flow concentration point and dividing that into the area of the basin. The percent impervious values and slopes were determined from the site plan. A HEC-RAS analysis was done of the existing condition McClellands Basin Drainageway. This analysis begins approximately 200 feet downstream of County Road 9 and concludes 100 feet upstream of the western property line. The existing corrugated metal pipe arch culvert under County Road 9 is 64 inches x 43 inches and is 43 feet in length. Based on the current Master Plan SWMM analysis the flow in the McClellands Basin Drainageway upstream of County Road 9 is 1002 cfs. The downstream flow of County Road 9 is 1,422 cfs based on the current Master Plan SWMM. Based on these flows the depth of flow over County Road 9 with the existing culvert is 1.16 feet. The elevation of the existing County Road 9 at the culvert crossing is 4905. A second HEC-RAS analysis was done which included the proposed box culverts ' under County Road 9 and upstream at Corbett Drive. The same flow rates were used as in the existing condition HEC-2 analysis as stated previously. The proposed box culvert under County Road 9 shall be 6 feet high and 25 feet wide. The proposed box culvert under Corbett Drive will be three sided, with the creek as the bottom portion, left in its natural condition. This will remain the case until a 100-year event occurs. During a 100-year storm it is likely that the concrete sides of the box will be fully ' exposed. Based on this, the box culvert was modeled in its fully exposed size of 7 feet x 20 feet. With the proposed box culvert in County Road 9 the 100-year water surface elevation at County Road 9 is 4905.52. The low point in the proposed ' County Road 9 is approximately 4907.00. With the proposed box culvert under Corbett Drive the 100-year water surface elevation is 4911.53. The low point in the proposed Corbett Drive is approximately 4913.70. V. STORMWATER QUALITY ' A. General Concept The water quality of stormwater runoff must be addressed on all final design utility plans. The Sage Creek development is anticipating construction beginning in Spring 2000. Ponds A and B have been upsized to accommodate the Water Quality Capture Volume as required by the City of Ft. Collins (see calculations in the Appendix). The project will address all stormwater runoff quality concerns through the use of various Best Management Practices for the treatment of stormwater runoff. Best Management Practices (BMPs) for the treatment of storm water runoff include installation of silt fence, rough irregular surfaced soils during grading operations, WQCV, and straw or hay dry mulch of disturbed soils. ' u M iVI. EROSION CONTROL A. General Concept This development lies within the Moderate Rainfall Erodibility Zone and the Moderate Wind Erodibility Zone per the City of Fort Collins zone maps. The potential exists for moderate erosion problems after completion of the Sage Creek improvements, due to some existing and proposed site slopes of greater than 2 percent. It is also anticipated that the project site improvements will be subject to both wind and rainfall erosion before new vegetation can take hold or before the new residential lots are developed. The Erosion Control Performance Standard (PS) during and after construction for this project was computed to be 80.7 and 95.0, respectively, per the criteria in the City of Fort Collins Erosion Control Reference Manual for Construction Sites. The Effectiveness (EFF) of the proposed erosion control plan was calculated to be 81.8 during construction and 96.3 after construction. Therefore, the erosion control plan ' below meets the City of Fort Collins' requirements. A copy of the calculation has been included in the Appendix. An erosion control escrow cost estimate of $66,300 is also included in the Erosion Control section of the Appendix. B. Specific Details Before grading or trenching begins within the project site, a sediment fence shall be installed at the northern and eastern perimeters (downstream perimeters) of the construction site. After overlot grading is completed, all disturbed areas not in a roadway area shall have temporary vegetation seed applied within 30 days of disturbance. After seeding, a hay or straw mulch shall be applied over the seed at a rate of 1-%z to 2 tons/acre minimum, and the mulch shall be adequately anchored, tacked, or crimped into the soil. ' After overlot grading and utility installations have been completed, the parking/driveway surfaces shall receive curb, gutter, and pavement surfaces. The pavement structure shall be applied as soon as possible after the utilities are installed. After installation of the storm drains, riprap protection shall be installed at the outlets. L If the disturbed areas will not be built on within one growing season, a permanent seed shall be applied within 30 days. After seeding, a hay or straw mulch shall be applied over the seed at a minimum rate of 1-%z to 2 tons/acre, and the mulch shall be adequately anchored, tacked or crimped into the soil. In the event a portion of the roadway pavement surface and utilities will not be constructed for an extended period 1 9 rl L� of time after overlot grading, a temporary vegetation seed and mulch shall also be ' applied to the roadway areas as discussed above. The grass lined detention ponds will be completed after other site infrastructure has been constructed. When the detention ponds are finished, they will include multi - staged outlet works and will be equipped with water quality plates. The water quality plates will allow the first flush of stormwater runoff to filter out of each detention pond over a forty (40) hour time period, thus allowing sediments and pollutants to settle out and not be transported directly into the McClellands Basin Drainageway, All construction activities must also comply with the State of Colorado permitting process for Stormwater Discharges Associated with Construction Activity. A Colorado Department of Health NPDES permit must be obtained by the owner before construction grading can begin within this development. ' VII. CONCLUSIONS ' A. Compliance with Standards All computations that have been completed within this report are in compliance with the City of Fort Collins Erosion Control Reference Manual for Construction Sites and the Storm Drainage Design Criteria Manual. In addition, all computations are in compliance with the McClellands Basin Master Plan. B. Drainage Concept The proposed drainage concepts presented in this report and on the construction plans ' adequately provide for the transmission of developed on -site runoff to the existing and proposed drainage facilities at the northern and eastern property lines of the subject site. The combination of onsite street capacities in the curb and gutter and the onsite storm drain system will provide for the 2-year and the 100-year developed flows to reach the future detention ponds at the northern perimeter of this site. The ' detention ponds will outlet into the McClellands Basin Drainageway and the flows shall be carried east and south downstream to the Fossil Creek Reservoir Inlet Ditch as historically occurs. If, at the time of construction for some unforeseen reason, groundwater is encountered, a Colorado Department of Health Construction De -watering Permit is required. C. Stormwater Quality Concept The proposed design has addressed the water quality aspect of stormwater runoff ' 10 I through the use of various Best Management Practices (BMPs) for the treatment of storm water. Volumes in Ponds A and B have been extended to accommodate Water Quality Capture Volume (WQCV, see calculation in the Appendix). D. Erosion Control Concept ' The proposed erosion control concepts adequately provide for the control of wind and rainfall erosion from the Sage Creek development. Through the construction of the proposed erosion control concepts, the City of Fort Collins performance standard ' shall be met. The proposed erosion control concepts presented in this report and shown on the erosion control plan are in compliance with the City of Fort Collins Erosion Control Criteria. 1 1 1 1 i i 1 1 1 1 11 G VIII. 1. Storm Drainage Design Criteria and Construction Standards by the City of Fort Collins, Colorado, May 1984, interim revision January 1997. 2. Erosion Control Reference Manual for Construction Sites by the City of Fort Collins, Colorado, January 1991. 3. McClellands Basin Master Drainage Plan, by Greenhorne and O'Mara, Inc., June 1986. 4. McClellands Basin 100-Year Master Plan Update (County Road 9 to Fairway Estates) for Proposed Modifications to the Oakridge Village Regional Detention Pond, April 1996. 5. Floodplain Modeling Report, McClelland's Channel by The Sear -Brown Group, Fort Collins, Colorado, February 14, 2000. 6. Final Drainage and Erosion Control Study, Harvest Park by The Sear -Brown Group, Fort Collins, Colorado, October 1999. I 12 i [1 1 1 1 1 G 1 i ICI 1 1 1 i j 1 1 APPENDICIES 1 I APPENDIX A 1 1 VICINITY MAP 1 1 1 1 1 i 1 1 1 1 1 I I W O1 i � F— a t 1 0 I I a r I r I I o 6 Qr0 1 g I 1 � I I I I I •� 1 t� H I N r �s lItl[)21 3NIl84HWIl I N m J• 1 � WU o avoaiwa • 3uFwe 1 e •� Q I O' �:1 G '. l .. No Text No Text I I t 11 APPENDIX B i RATIONAL METHOD HYDROLOGY I I E 11 I 11 I I I W BASINS I i I I 1, Developed Site Hydrology Sage Creek 434-021A Design Area Composite Point Al Al 0.23 0.50 0.27 1.28 A2 A2 0.79 0.69 1.27 6.04 A3 A3 2.71 0.50 2.61 11.85 A4 A4 1.19 0.50 1.11 5.22 A5 A5 2.43 0.50 2.12 9.96 A6 A6 0.39 0.88 0.94 3.88 A7 A7 1.41 0.50 1.30 6.11 A8 A8 2.40 0.50 2.12 9.97 A9 A9 2.66 0.50 2.67 12.50 A10 A10 0.43 0.58 0.62 2.93 All All 0.98 0.50 0.95 4.49 Al2 Al2 2.48 0.50 2.21 10.32 A13 A13 3.71 0.50 3.40 15.90 A14 A14 2.69 0.50 2.47 11.53 OS1 OS1 3.58 0.20 1.05 4.57 OS2 OS2 2.46 0.20 1.40 6.12 OS3 OS3 1.45 0.20 0.83 3.61 P A P A 2.20 0.95 5.96 21.89 SUM: 26.70 30.01 133.86 AVERAGE: 0.53 2:06 PM 1 The Sear -Brown Group 4/20/00 1 Existing Weighted Runoff Coefficients Sage Creek 434-021A This sheet calculates the composite "C" values for the Rational Method. Al 0.95 0.20 10,019 0.23 0 0.0000 0.0 1UU.0 U.2U A2 0.95 0.20 34,412 0.79 0 0.0000 0.0 100.0 0.20 A3 0.95 0.20 118,048 2.71 0 0.0000 0.0 100.0 0.20 A4 0.95 0.20 51,836 1.19 0 0.0000 0.0 100.0 0.20 A5 0.95 0.20 105,851 2.43 0 0.0000 0.0 100.0 0.20 A6 0.95 0.20 16,988 0.39 0 0.0000 0.0 100.0 0.20 A7 0.95 0.20 61,420 1.41 0 0.0000 0.0 100.0 0.20 AB 0.95 0.20 104,544 2.40 0 0.0000 0.0 100.0 0.20 A9 0.95 0.20 115,870 2.66 0 0.0000 0.0 100.0 0.20 Ale 0.95 0.20 18,731 0.43 0 0.0000 0.0 100.0 0.20 All 0.95 0.20 42,689 0.98 0 0.0000 0.0 100.0 0.20 Al2 0.95 0.20 108,029 2.48 0 0.0000 0.0 100.0 0.20 A13 0.95 0.20 161,608 3.71 0 0.0000 0.0 100.0 0.20 A14 0.95 0.20 117,176 2.69 0 0.0000 0.0 100.0 0.20 OS1 0.95 0.20 167,706 3.85 16,060 0.3687 9.6 90.4 0.27 OS2 0.95 0.20 107,158 2.46 0 0.0000 0.0 100.0 0.20 OS3 0.95 0.20 63,162 1.45 0 0.0000 0.0 100.0 0.20 P A 0.95 0.20 95,832 2.20 0 0.0000 0.0 100.0 0.20 SITE--- �W`0.95' 0.20 __... .. 2:06 PM The Sear -Brown Group 412I20/00 I �o o O In Ln o O o O o ao p O p M IN 0 0 Ln In 0 tD In Ln M Op In In 0In Ln 0Ln N N N 0)In 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 O O O O O O O O O O O O'0d.. O In 0 0 0 0 O O O O O O O 6 0 0 O 0 O N I' i O M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0� 0 0 O In 0 0 0 0 0 0 0 0 0 0000000, R L � N II I U cc O N O 0) Ln (O (0 (0 N m O) 00 00 h 0 0 014 'It,. w C In O IT 0) M In W O N Ma) -IT0 M O O IN C 0 0 0 0 0 0 0 0 0 O 0 0 0 N�C-4 N co O O O m I17 O O N OJ GD t0 N M O N M. N o M N Ih M N Ln oc M O O N <0 N O p p R m In N IT O N N R <0 M 7 (O 0O 0 M N IT N" 0 N- 7 O(D 0 C y > f 7 d Q N U if .d.. OI L L m 1-0 N M OI Q) M O (D M IT O O CIDuo O `co N I.-h �� M � V O C M W V O l0 a 7 N .f0 O1C/I E O O N N O N N O O N M N M N NIA G> 0 i d In N O IN N O c0 � @ v aa 0 C M� N Il') � M co O f00 -I�- M j L i U a a) co C 4 0 0 0 (0 . 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W J .,,, O O O N N N N .' to H J W �o i z W QQQQ�QQQQQ�J'_ CL Q O a11d IL (DLLLLdLLLLOQ- x F U x ~ U c r 10 N 10 N 0 0 n O a tb m z `-' Go r m N M tD N V r 0 i J E C In co m (o V t- to t 0 7 :r (O N (-5 N O to to O O N-,., W f- o I. z � W OO^ O 0 a 0 C) 0 0 0 0 0 0 0 01 N N N J N N N N N N N N I � Q H z C7 MfN0N N N t00O0)1 z W J Q rA to O C) V c0 0O m M N O I" . U M 0totoq W �OOOmNI Q o 0 o o 0 Q aD tD M m a) O tD M O to (m z Illv N Nr MfDh O�OM10 tD M� QaN� Cl)O OO O M IO N N N�N m m- z O N M -It 1 <D r Go C) 0 m a. NmZ�mmmmmmmmmmao=, @ $ $ I $ @ @ $ @ $ |!§ )\\ @ $ $ @ @ @ I I `t Q JEE GaR9J;/( R92&221e< ®aeegaaaa^ /yys�9ace\ b! ![ |R9Reg9t«\ \\geRva9ra\ la�aa&sa/ i7: r E ! ! 21 \ � /aapparmy\ {Ree282s@{ � 999...... S/8222bg\ !r> 2\ \ E\ f \\ | !z J E> «( 6G2R@R;4EK @ E @ @ @ I @ I $ / / I q I I / / /wa&#aaea/ /taSG/»4!( `\gap22Rt2\ y !ta! !( §g/taRRe»z jSaSR\StRƒ _- ,l9eSeeete» ��a2ee254�� 9 1m \\\e\5a§\ 93aaR@\2ƒ !!!#eage2mo , ! !�, ) i« J /[ g2a32z2R¢ �! @ I L F I I I I r 1 I P I I I APPENDIX C SWMM ANALYSIS AND POND DESIGN d O m IL G C C O 0 � 6 H N O c N y C O N N N N N O N N N O C O O O O O d � a N C N � C p C O_ n� E Q d O t0 N O O O lZ S in O o O 0 O O O 0 0 0 N d j y e o a o a O V N^ N Q Q E N d C w N m W N^ O d o m m m N � � n h E o d t3 16 N N m 7 2 n o#_ N C C m � � W �w a aQ m VI m � # C O O O O O 3 A NCl) m 00 i OOOuON N 0 o v v o 0 0 0 0 0 0 0 O O N N N— W ( 0 o o — — N N O O Z O O O O J N m H O O n h O O N N Z I N N - - - - O C9 C9 O O O O Q Z O W 0 oom000 fO fD th�fD� W Z W # c O N W3 dZ co W Y LEI [1 ' 100-YEAR SWMM MODEL MMC2-100.DAT I I I L I I i i 1 F L [I i 1 I 1 1 1 1 1 1 1 SWMM input file MMC2-100.DAT: July 24, 2000 2 1 1 2 3 4 WATERSHED 0 MCCLELLANDS BASIN MODEL (FULLY INTEGRATED) EXISTING CONDITIONS JUNE 26, 2000 ADOPTED 100-YEAR EVENT FILE: MMC2-100.DAT THE SEAR -BROWN GROUP. 600 0 0 1.0 1 1.0 25 5 1.00 1.14 1.33 2.23 2.84 5.49 9.95 4.12 2.48 1.46 1.22 1.06 1.00 0.95 0.91 0.87 0.84 0.81 0.78 0.75 0.73 0.71 0.69 0.67 .2 .016 •. UPDATED BASIN WIDTHS 1 80 50 7109 86.2 40 .01 1 60 50 1150 8.95 40 .01 1 70 61023929.38 40 .01 1 130 51 716124.66 40 .01 1 100 51 287513.19 40 .01 1 150 4 1590 1.84 80 .02 BASIN 110 SPLIT INTO 110-118 BY ICON 1 110 11 1250 1.93 99 .02 1 111 11 700 1.05 99 .01 1 112 112 750 1.34 99 .01 1 113 12 1200 1.34 99 .01 1 114 12 950 1.67 99 .01 1 115 13 1050 1.70 99 .01 1 116 13 1400 2.16 99 .01 1 117 51 1000 2.85 99 .01 1 118 14 1250 1.07 99 .01 1 320 11 305 2.14 10 .01 1 120 22 387517.79 80 .02 1 90 2 571513.12 10 .01 1 190 51 250 1.38 80 .01 1 200 20 455031.34 80 .01 1 210 44 1090 7.51 80 .01 1 240 7 1742 5.00 80 .01 1 220 45 322822.23 10 .01 1 260 46 345423.79 50 .01 1 230 47 213414.70 10 .01 1 290 291 1278 5.87 80 .01 1 340 34 1260 4.34 80 .01 * BASIN 280 SPLIT INTO 280-283 BY ICON 1 280 275 1000 2.04 99 .02 1 281 28 1650 3.16 99 .01 1 282 29 850 1.50 99 .01 1 283 30 1250 2.02 99 .01 1 330 33 700 5.63 80 .01 1 160 16 3500 4.02 84 .02 1 121 16 850 1.43 80 .01 1 122 22 1200 1.81 80 .01 1 250 250 500 1.60 80 .01 * OAKRIDGE BLOCK ONE 1 270 270 625 3.30 60 .01 1 271 271 2017 6.30 55 .01 1 272 272 817 1.50 31 .09 1 360 36 3223 2.37 87 .02 .250 0.1 0.3 .51 0.5 .0018 *---------------------------------------- ------------------------------- ALL FOLLOWING BASINS FROM MIRAMONT 1 201 320 321314.75 25.0183 1 202 322 187321.50 50.0165 1 203 172 702432.25 80.0100 1 204 166 413819.00 80.0100 1 205 168 650 5.85 47.0105 1 206 171 958 7.70 70.0080 1 207 176 171813.80 57.0235 1 208 178 293633.61 70.0170 1 209 321 679523.40 40.0085 1 165 324 299110.30 40.0100 1 211 325 316510.90 64.0200 1 212 328 1220 4.20 80.0380 1 213 180 147216.89 30.0055 1' 214 179 465 1.62 90.0110 1 215 331 500 0.70 90.0270 1 216 327 1405 0.96 90.0060 MASTER PLAN. R8D. INC. * ALL FOLLOWING BASINS FROM STETSON CREEK MASTER PLAN, RBD, INC. ' * SUBBASINS 301 8 302 MODIFIED FOR HARMONY VILLAGE BY JR ENGINEERING. ! ' • ADDED TO MODEL BY ICON 1 301 301 331528.54 71 .005 .430 0.6 ' • 1 302 SUBBASIN 951373647.50 45 .01 .390 303 DELETED FOR WILLOW SPRINGS NORTH, 0.6 BY ICON • CE 365 CHANGED TO 396 BY ICON 1 305 369 683978.50 3.9.0110 1 306 372 2535 8.73 31.2.0200 1 307 360 2951 5.42 17.0.1262 ' 1 308 370 2042 7.03 40.0.0200 1 309 362 888 1.63 4.0.1262 1 311 371 807 2.78 40.0.0200 1 312 363 569 2.09 2.3.1262 ' 1 313 367 495 0.91 1.0.0500 1 314 402647091.15 34.0.0200 1 315 374 417914.39 40.0.0200 • BASIN 316 CHANGED TO REFLECT POUDRE VALLEY HOSPITAL BY ICON 1 316 39 192467.00 5.0.017 0.3 ' 1 317 594 150717.30 57.0.0140 0.3 1 318 593 169919.50 47.0.0150 0.3 ' ----------------------------------------------------------------------- ' * ' ALL EXISTING FOLLOWING SUBBASINS ARE FROM CONDITION SUBBASINS BTWN G&O STETSON 1986 MCCLELLANDS CREEK & CTY BASIN MASTER RD 9 PLAN : _______________________________________________________________________ * BASINS 218, 222 AND 223 REPLACED BY BASINS 600, 610, 620, 630, AND 640 • IN SAGE CREEK MODEL. _. " ORIGINAL BASIN 218 , " 1 218 368 1515 17.4 5.0 .030 * ORIGINAL BASIN 222 " 1 222 32 1681 19.3 5.0 .008 * ORIGINAL BASIN 223 ' " 1 223 102 2004 23.0 5.0 .040 ' NEW SAGE CREEK BASINS BY THE SEAR -BROWN GROUP 1 600 368 4057 6.52 5.0 .020 1 610 611 475116.36 45.0 .006 ' 1 620 621 293610.10 45.0 .012 1 630 6311073324.64 55.0 .010 1 640 102 44 0.10 75.0 .020 • _______________________________________________________________________ BASINS 217, 224, AND 225 REPLACED BY BASINS 650, 660, 670, 680 AND 690 ' IN HARVEST PARK MODEL. " ORIGINAL BASIN 217 • 1 217 368 1603 18.4 5.0 .010 ' ORIGINAL 1 224 BASIN 224 102 1202 13.8 5.0 .010 * ORIGINAL BASIN 225 ' 1 225 35 5715 65.6 5.0 .006 * NEW HARVEST PARK BASINS BY THE SEAR -BROWN GROUP 1 650 651 632920.30 45.0 .009 ' 1 660 368 137 8.97 5.0 .009 1 670 6711748452.29 57.0 .008 1 680 681 763531.55 52.0 .008 1 690 102 437 5.02 20.0 .008 ' ' * G&O SUBBASIN 215 RENUMBERED AS 225, REDUCED TO EXCLUDE WILDWOOD • _______________________________________________________________________ SUBBASIN 304 MODELED BY FOLLOWING DEVELOPED BASINS, FROM * WILLOW SPRINGS PUD DRAINAGE PLAN, LIDSTONE & ANDERSON, JUNE 1996 1 1 201 1200 8.5 40.0.0200 .016 .250 .1 .3 .51 .5 .00180 ' 1 2 202 2000 4.1 68.0.0200 .016 .250 .1 .3 .51 .50 .00180 1 3 203 800 5.7 44.0.0200 .016 .250 .1 .3 .51 .50 .00180 1 4 209 750 1.6 74.0.0200 .016 .250 .1 .3 .51 .50 .00180 1 5 209 1600 2.7 68.0.0200 .016 .250 .1 .3 .51 .50 .00180 ' 1 6 210 3800 7.6 66.0.0200 .016 .250 .1 .3 .51 .50 .00180 1 .7 209 750 3.3 57.0.0200 .016 .250 .1 .3 .51 .50 .00180 1 8 210 450 2.3 67.0.0200 .016 .250 .1 .3 .51 .50 .00180 1 9 209 3000 20.2 30.0.0200 .016 .250 .1 .3 .51 .50 .00180 1 10 210 1400 9.1 26.0.0200 .016 .250 .1 .3 .51 .50 .00180 ' 1 14 214 1000 4.8 54.0.0200 .016 .250 .1 .3 .51 .50 .00180 1 15 215 1300 4.4 9.0.0200 .016 .250 .1 .3 .51 .50 .00180 1 16 216 200 1.8 12.0.0200 .016 .250 .1 .3 .51 .50 .00180 1 20 223 600 4.1 46.0.0200 .016 .250 .1 .3 .51 .50 .00180 ' 1 21 223 1400 9.0 46.0.0200 .016 .250 .1 .3 .51 .50 .00180 1 22 223 1800 7.3 52.0.0200 .016 .250 .1 .3 .51 .50 .00180 1 23 224 1000 2.2 61.0.0200 .016 .250 .1 .3 .51 .50 .00180 ' 1 1 24 25 224 600 3.1 226 900 4.0 34.0.0200 65.0.0200 .016 .016 .250 .250 .1 .1 .3 .3 .51 .51 .50 .50 .00180 .00180 1 26 226 1000 2.7 32.0.0200 .016 .250 .1 .3 .51 .50 .00180 1 30 130 2750 5.9 67.0.0200 .016 .250 .1 .3 .51 .50 .00180 1 31 131 1700 3.6 67.0.0200 .016 .250 .1 .3 .51 .50 .00180 I' 1 32 330 400 2.0 48.0.0200 .016 .250 .1 .3 .51 .50 .00180 1 39 216 700 3.1 11.0.0200 .016 .250 .1 .3 .51 .50 .00180 1 40 140 1300 6.4 30.0.0200 .50 .00180 1 41 357 800 4.3 43.0.0200 .016 .016 .250 .250 .1 .1 .3 .3 .51 .51 .50 .00180 1 42 241 900 1.5 75.0.0200 .016 .250 .1 .3 .51 .50 .00180 _ 1 50 251 1800 8.1 42.0.0200 .016 .250 .1 .3 .51 .50 .00180 1 63 252 2250 8.9 61.0.0200 .016 .250 .1 .3 .51 .50 .00180 1 61 261 650 2.1 80.0.0200 .016 .250 .1 .3 .51 .50 .00180 1 62 262 1200 4.7 42.0.0200 .016 .250 .1 .3 .51 .50 .00180 : ____ --- _______ --- _--------- _---- _---- ____________ ... __... ____..... ' SUBBASINS 370 TO 397 UPSTREAM OF LEMAY AVENUE (LIDSTONE 8 ANDERSON, 1997) ' 1 1 370 371 570 571 1050 2000 6.1 11.7 63. 45. .010 .020 .016 .016 .25 .25 .1 .1 .3 .3 .51 .51 .5 .5 .0018 .0018 1 372 572 4900 26.7 45. .020 .016 .25 .1 .3 .51 .5 .0018 1 373 73 2000 8.2 90. .015 .016 .25 .1 .3 .51 .5 .0018 1 374 574 8000 18.3 86. .020 .016 .25 .1 .3 .51 .5 .0018 1 375 75 5400 28.4 48. .020 .016 .25 .1 .3 .51 :5 .0018 ' 1 376 576 1000 5.1 10. .010 .016 .25 .1 .3 .51 .5 .0018 1 377 577 400 1.9 70. .010 .016 .25 .1 .3 .51 .5 .0018 1 378 577 450 2.3 70. .010 .016 .25 .1 .3 .51 .5 .0018 1 379 479 450 1.5 70. .010 .016 .25 .1 .3 .51 .5 .0018 1 1 380 480 350 1.4 70. .010 .016 .25 .1 .3 .51 .5 .0018 1 381 481 550 2.6 70. .010 .016 .25 .1 .3 .51 .5 .0018 1 382 582 700 0.8 67. .013 .016 .25 .1 .3 .51 .5 .0018 1 383 483 1200 5.6 69. .020 .016 .25 .1 .3 .51 .5 .0018 1 384 84 2400 6.9 84. .020 .016 .25 .1 .3 .51 .5 .0018 ' 1 385 85 2100 6.3 52. .020 .016 .25 .1 .3 .51 .5 .0018 1 386 586 2000 12.2 60. .010 .016 .25 .1 .3 .51 .5 t0018 1 387 586 800 3.2 70. .025 .016 .25 .1 .3 .51 .5 .0018 1 388 588 1548 16.0 5. .020 .016 .25 .1 .3 .51 .5 .0018 ' 1 389 88 1220 7.0 5. .020 .016 .25 .1 .3 .51 .5 .0018 1 390 490 550 1.4 70. .020 .016 .25 .1 .3 .51 .5 .0018 1 391 491 600 2.8 70. .020 .016 .25 .1 .3 .51 .5 .0018 1 392 588 1100 6.6 90. .020 .016 .25 .1 .3 .51 .5 '.0018 1 393 88 4400 11.8 95. .020 .016 .25 .1 .3 .51 .5 .0018 ' 1 394 92 900 1.4 90. .020 .016 .25 .1 .3 .51 .5 .0018 1 396 496 2950 13.5 93. .013 .016 .25 .1 .3 .51 .5 .0018 1 397 497 810 3.9 85. .021 .016 .25 .1 .3 .51 .5 .0018 ' • SUBBASINS 400 TO 407 WILD WOOD FARMS (ICON ENGINEERING, INC. OCT, 1998) 1 400 400 860 9.9 50. .020 .016 .25 .1 .3 .51 .5 .0018 1 401 406 1170 16.7 20. .015 .016 .25 .1 .3 31 .5 .0018 1 402 406 1520 17.4 45. .016 .25 .1 .3 .51 .5 .0018 ' 1 403 605 1920 11.0 45. .020 .017 .016 .25 .1 .3 .51 .5 .0018 1 404 382 1790 10.4 55. .025 .016 .25 .1 .3 .51 .5 .0018 1 405 402 3080 3.5 90. .020 .016 .25 .1 .3 .51 .5 .0018 1 406 383 2053 14.1 38. .015 .016 .25 .1 .3 .51 .5 .0018 1 407 384 1921 13.2 40. .015 .016 .25 .1 .3 .51 .5 .0018 ' • 1 408 404 3378 38.8 5. .015 .016 .25 .1 .3 .51 .5 .0018 • _-_---- -'--- SUBBASINS ----- ----- ------ 500 TO 510 FOSSIL ---- --------------------------------------- LAKE VILLAGE (ICON ENGINEERING, OCT, 1998) 1 500 517 3899 26.9 5. .010 .016 .25 .1 .3 .51 .5 .0018 ' 1 501 416 2750 18.9 5. .020 .016 .25 .1 .3 .51 .5 .0018 1 502 517 3785 17.4 5. .020 .016 .25 .1 .3 .51 .5 .0018 1 503 415 3893 44.7 5. .015 .016 .25 .1 .3 .51 .5 .0018 1 504 415 2570 11.8 5. .020 .016 .25 .1 .3 .51 .5 .0018 • SUBBASIN 504 SPLIT INTO 504 8 514 BY ICON ' 1 514 413 4080 28.1 5. .020 .016 .25 .1 .3 .51 .5 .0018 1 505 409 5867 67.3 5. .020 .016 .25 .1 .3 .51 .5 .0018 1 506 412 2143 14.8 5. .020 .016 .25 .1 .3 .51 .5 .0018 1 507 412 2277 15.7 5. .010 .016 .25 .1 .3 .51 .5 .0018 1 508 281 3833 26.4 5. .010 .016 .25 .1 .3 .51 .5 .0018 1 509 411 1936 13.3 5. .010 .016 .25 .1 .3 .51 .5 .0018 1 510 411 2611 18.0 5. .010 .016 .25 .1 .3 .51 .5 .0018 ----------------------------------------------------------------------- SUBBASINS 511 TO 513 HOMESTEAD (ICON ENGINEERING, OCT, 1998) 1 511 283 5670 39.1 5. .010 .016 .25 .1 .3 .51 .5 .0018 1 512 386 6803 46.9 25. .010 .016 .25 .1 .3 .51 .5 .0018 1 513 38816060124.4 5. .010 .016 .25 .1 .3 .51 .5 .0018 0 32 . 371 401 402 403 •404 405 406 407 408 500 501 502 505 506 508 509 510 511 '512 513 316 315 314 305 308 311 301 220 260 230 290 340 ' • CE 15 REMOVED BY ICON 0 4 8 0 1 0 800 0.0044 4 4 0.035 5.0 • CONVEYANCE ELEMENT 8 ADDED BY ICON 0 8 2 0 1 10 1750 0.010 4 4 0.035 5.0 0 7 6 0 1 0 1400 0.0100 0 50 0.016 1.5 0 6 50 0 1 0 1200 0.0032 4 4 0.035 5.0 •_ ` CE 13 REMOVED BY ICON ' * CE 35 REMOVED BY THE SEAR -BROWN GROUP FOR HARVEST PARK * ORIGINAL CE 35 * 0 35 102 0 1 0 1250 0.010 50 50 0.045 5.0 0 16 22 0 1 0 540 0.006 50 50 0.016 2.0 * CE 11 SPLIT INTO 11-14 BY ICON 0 11 12 0 1 0 700 0.006 50 0 0.016 1.5 0 12 13 0 1 0 850 0.006 50 0 0.016 1.5 0 13 51 0 1 0 500 0.006 50 0 0.016 1.5 0 14 51 0 1 0 '900 0.006 50 0 0.016 1.5 ' * CE 112 ADDED BY ICON 0 112 11 0 1 0 700 0.010 50 0 0.016 1.5 * CE 9 REMOVED BY ICON ' * CE 18 REMOVED BY ICON 0 20 51 0 1 0 1100 0.005 4 4 0.035 5.0 ' 0 21 44 0 1 0 1200 0.005 50 0 0.016 1.5 0 44 51 0 1 3 800 0.005 10 10 0.035 2.0 * CE 220 CHANGED TO BASIN BY ICON * -1 220 43 3 3 0 1 ' * 0 0 0.32 11.87 4.1 0 0 45 43 3 1 0.1 1 0.001 0.016 0.1 0 0 0.1 11.87 10. 11.87 0 22 43 0 1 0 1600 0.007 4 4 0.035 5.0 * CE 43 CHANGED TO NON -ROUTING ELEMENT BY ICON 0 43 51 3 0.1 1 0.001 0.016 0.1 * CONVEYANCE ELEMENTS 50 AND 51 REPLACE C.E. 17 FOR PROPER ROUTING TO POND 2 0 50 2 0 1 10 1000 0.005 15 15 0.040 5.0 0 51 9 0 1 10 500 0.005 15 15 0.040 5.0 ' 0 9 2 0 1 5 1000 0.006 15 15 0.035 5.0 ` CE 230 CHANGED TO BASIN BY ICON ` -1 230 18 3 3 0 1 0 0. 0. 47 12 3 1 0.30 0.1 7.21 1 0.001 7.16 0 0.016 0.1 0 0 0.1 7.21 10. 7.21 * 0 24 7 0 1_ 0 700 0:008 50 0 0.016 1.5 ` OAKRIDGE BUSINESS PARK 4TH R 8TH FILING OUTLET 0 250 25 6 2 0.1 ' 1 0.005 0.013 0.1 ' 0 0 0.0 0.19 0.01 0.24 0.08 0.28 0.31 0.32 0.33 5 0 25 22 0 2 1.25 500 0.005 0.013 1.25 CE 260 CHANGED TO BASIN BY ICON * -1 260 42 3 3 0 1 ` 0. 0. 0.24 11.19 6.99 0 ` CE 290 CHANGED TO BASIN BY ICON • -1 290 18 3 3 0 1 ` 0. 0. 0. 0.22 3.06 6.98 0 ' 291 12 3 2 .1 1. 0.005 0.016 .1 0. 0. 0.10 3.06 10.0 3.06 0 46 42 3 1 0.1 1 0.001 0.016 0.1 0 0 0.1 11.19 10. 11.19 ' 0 26 42 0 5 3.5 800 0.005 0.016 3.5 10 800 0.005 4 4 0.035 5.5 0 42 22 0 2 6 1 0.005 0.016 6.0 OAKRIDGE BLOCK ONE 0 270 27 0 3 0 1 0.001 0.001 10.0 0 271 27 0 5 2.25 45 0.004 0.013 2.25 0 -45 ' 0.004 198 117 0.020 5.0 0 272 275 6 2 0.1 10 0.001 0.013 0.1 0 0 0.02 0.43 0.13 0.76 0.29 0.98 ' 0.50 1.16 0.76 1.32 0 275 27 0 2 3.5 676 0.0084 0.013 3.5 0 27 41 8 2 0.1 10 0.001 0.013 0.1 0 0 0.03 0.78 0.22 2.51 0.52 3.46 0.90 4.21 1.37 4.84 2.10 57.63 3.20 191.38 0 41 26 0 5 4.0 100 0.005 0.016 4.0 10 100 0.005 50 50 0.016 5.0 0 36 26 0 5 1.25 90 0.014 0.013 1.25 0 90 0.014 200 200 0.020 5.0 ' * CE 28 SPLIT INTO 28-30 BY ICON 0 28 275 0 1 0 1000 0.005 0 50 0.016 1.5 0 29 28 0 1 0 1650 0.005 0 50 0.016 1.5 0 30 29 0 1 0 850 0.005 0 50 0.016 1.5 t ` CE 340 CHANGED TO BASIN BY ICON * -1 340 16 3 3 0 1 * 0. 0. 0.23 1.91 6.96 0 16 3 2 .1 1. 0.005 0.016 .1 t34 ' 0.0 0.0 0.1 1.91 10.0 1.91 • COVEYANCE ELEMENTS BETWEEN 92 AND 470 UPSTREAM OF LEMAY AVENUE (L 8 A, 1997) 92 -1 395 89 0 2 89 4 3 2. .1 1000. .010 1. 0. 0. .013 2. .1 0.0 0.0 0.5 3.6 9.6 3.6 9.85 0.0 89 88 0 1 0. 800. .007 4. 4. .035 5. _ - 490 90 4 2 .1 1. .1 0.00 0. 0.20 0.46 0.22 0.48 0.24 2.50 t ' POND 601 FOR SAGE CREEK POND A ADDED BY THE SEAR -BROWN GROUP _ 601 368 8 2 .1 1. .1 0.0 0.0 0.0 0.0 0.0 0.0 1.87 3.66 3.11 6.34 4.47 8.19 5.96 9.68 7.58 10.98 ' * POND 602 FOR SAGE CREEK POND B ADDED BY THE SEAR -BROWN GROUP 602 102 6 2 .01 1. .1 0.0 0.0 0.0 0.0 0.71 8.81 1.98 12.81 3.69 15.82 5.64 18.35 ' EQUIVALENT POND 605 (FOR 3 EXTRAN MODELED PONDS) FOR HARVEST PARK ADDED BY TH ' ` SEAR -BROWN GROUP, POND RATING CURVE INCLUDES OVERFLOW FROM PRESTON JUNIOR ' HIGH POND 380. 605 102 9 2 .1 1. .1 . 0.0 0.0 3.08 6.32 5.34 16.93 9.36 33.00 ' 11.55 37.45 16.66 44.46 19.36 48.12 19.56 49.27 23.95 188.00 • POND 491 REVISED BY ICON - 491 90 4 2 .1 1. .1 0.00.00 0. 0.50 1.0 0.60 91.9 0.70 260. , 90 88 0 4 0. 500. .010 50. 50. .016 .5 50. 500. .010 10. 10. .035 I 5. 496 88 6 2 .1 1. .1 0.00 0. 0.01 12.0 0.11 12.4 0.79 12.8 ' 2.06 13.2 3.53 31.6 88 588 0 1 0. 700. .008 4. 4. .035 5. 497 588 7 2 .1 1. .1 0.00 0. 0.01 1.57 0.05 1.61 0.36 1.67 ' 0.67 1.73 0.84 1.76 1.30 20.16 588 488 0 3 .1 1. • HARMONY CENTRE DETENTION POND RATING CURVE WAS COMPILED FROM THE • RESULTS OF EXTRAN DYNAMIC FLOW MODEL AND IS NOT APPLICABLE TO ANY • INFLOW CONDITION OTHER THAN THAT WHICH IS MODELED HEREIN ' ` POND 488 REVISED BY ICON FROM EXTRAN ANALYSIS 6/30/99 488 586 9 2 .1 1. .1 0.00 0.0 0.07 0.37 0.25 5.62 1.11 9.88 ' 7.37 10.61 10.16 21.24 8.70 11.97 9.94 13.83 10.24 16.14 683 582 682 3 3 .1 1. .1 0.0 0.0 4.6 1.3 8.0 1.8 682 82 0 3 .1 1. 683 0 3 .1 1. ' 82 85 0 4 0. 1300. .014 50. 50. .016 .5 50. 1300. .014 10. 10. .035 5. 85 586 0 4 0. 1000. .011 50. 50. .016 .5 50. 1000. .011 10. 10. .035 5. ' 84 586 0 4 0. 700. .010 50. 50. .016 .5 50. 700. .010 10. 10. .035 5. 586 486 0 3 .1 1. ` PIER DETENTION POND REVISED BY ICON 6/30/99 486 584 7 2 .1 1. .1 ' 0.00 0.0 0.02 0.1 0.38 11.23 1.42 15.73 4.55 29.63 5.58 74.29 5.87 85.28 673 584 684 7 3 .1 1. .1 0.0 0.0 20.0 0.0 21.0 1.0 24.0 3.0 ' 27.0 6.0 30.0 9.0 48.0 27.0 684 83 0 3 .1 1. 673 73 0 3 .1 1. 83 583 0 1 5. 400. .005 4. 4. .035 5. * POND 483 REVISED BY ICON ' 483 583 4 2 .1 1. .1 0.00 0. 0.94 2.8 1.14 2.8 4.0 2.8 583 72 0 3 .1 1. 72 572 0 5 3. 700. .004 0. 0. .013 3. ' 0. 700. .006 50. 50. .016 5. 73 572 0 4 0. 1300. .006 50. 50. .016 .5 50. 1300. .006 10. 10. .035 5. ' 481 0.00 577 11 2 0. .1 0.12 1. 1. 0.15 2. 0.16 .1 4. 0.17 6. 0.19 10. 0.20 12. 0.21 14. 0.22 16. 0.22 18. 0.23 20. 480 577 6 2 .1 1. .1 AONd A P ONIA A 0.00 0. 0.02 1. 0.03 2. 0.05 4. 0.06 6. 0.07 9. ' 479 0.00 577 6 2 0. .1 0.03 1. 0.5 0.04 1. 0.05 .i 2.5 0.07 8. 0.08 12.7 577 477 0 3 .1 1. 477 76 14 2 .1 1. .1 0.00 0. 0.05 2. 0.19 4. 0.25 6. 0.27 8. 0.29 12. 0.30 16. 0.32 20. _ 0.34 30. 0.36 45. 0.39 60. 0.46 75. 0.50 90. 0.55 105. 76 576 0 1 0. 800. .007 4. 4. .035 5. i' 576 574 0 3 .1 1. 75 574 0 1 5. 600. .007 4. 4. .035 5. 574 474 0 3 .1 1. ' 474 74 8 2 .1 1. .1 0.00 0.0 2.23 0.5 5.94 2.0 10.23 4.4 ' 13.60 8.0 15.13 10.2 16.66 12.5 18.20 13.5 74 572 0 1 10. 700. .008 10. 10. .035 5. 572 472 0 3 .1 1. 472 571 12 2 .1 1. .1 ' 0.00 0. 0.71 3. 0.89 6. 1.18 9. 1.73 12. 2.52 15. 3.66 18. 5.11 21. 6.95 24. 7.76 27. 8.04 30. 9.50 81. - 571 471 0 3 .1 1. 471 570 9 2 .1 1. .1 ' 0.00 0. 0.19 10. 0.39 20. 0.68 30. 0.77 32. 0.84 40. 0.87 50. 0.89, 60. _ 0.97 100. 570 470 0 3 .1 1. ' 470 31 7 2 .1 1. .1 0.00 0. 0.08 10. 0.12 20. 0.24 30. 0.66 40. 1.00 44. 1.47 160. * END OF LIDSTONE 8 ANDERSON INSERT UPSTREAM OF LEMAY AVENUE 0 31 275 0 5 3 108 0.0075 0.013 3.0 ' 30 108 0.0075 50. 50. .035 5. * ARTIFICIAL OVERFLOW CHANNEL TO ELIMINATE SURCHARGE 0 33 21 0 1 0 700 0.008 50 0 0.016 1.5 * OAKRIDGE POND WITH REVISED OUTLET HYDRAULICS ' 0 2 216 15 2 0.1 77 0.007 0.013 0.1 0.0 0.0 0.00 2.30 0.02 16.06 0.11 51.28 0.59 86.17 2.36 115.72 6.17 144.72 12.05 169.80 ' * 19.65 49.31 193.70 251.39 28.60 59.39 214.81 269.69 33.64 70.59 224.38 287.99 38.67 233.10 * -------------------------------------------------------------------- ALL FOLLOWING CONVEYANCE ELEMENTS FROM MIRAMONT MASTER PLAN, RBD, INC. * POND 166 (301) RATING CURVE COMPOSITES 3 DETENTION PONDS IN BASIN 204 0 166 167 3 2 0.1 96 0.0060 0 0 0.013 0.10 ' 0.0 0.0 1.6 24.0 3.4 26.4 0 167 169 0 1 4.00 260 0.0021 2 2 0.035 4.00 * POND 168 (303) RATING CURVE FROM EVANGELICAL COVENANT REPORT BY LANDMARK ' * POND 168 0 168 EXTENDED 169 5 2 BY ICON 0.1 10 0.0010 0 0 0.013 0.10 0.0 0.0 0.07 0.90 0.43 1.36 0.72 93.26 1.01 261.36 * CE 169 CHANGED TO PIPE W/OVERFLOW BY ICON 0 169 170 0 5 2.27 40 0.0070 0 0 0.013 2.27 ' 40 40 0.0070 50 50 0.016 4.00 0 170 174 0 1 4.00 460 0.0021 2 2 0.035 4.00 * FUTURE DETENTION POND 171 (306) 0 171 174 3 2 0.1 10 0.0038 0 0 0.013 0.10 ' 0.0 0.0 1.0 4.0 2.0 4.3 * POND 172 (307) RATING CURVE COMPOSITES 5 DETENTION PONDS IN BASIN 203 * POND 172 EXTENDED BY ICON 0 172 173 5 2 0.1 120 0.0033 0 0 0.013 0.10 0.0 0.0 6.5 5.5 8.0 6.0 9.0 97.9 ' 10.0 266. * CE 173 CHANGED TO CHANNEL W/OVERFLOW BY ICON 0 173 175 0 4 0 1200 0.0050 4 4 0.035 1.10 30 1200 0.0050 150 150 0.035 3.00 ' * CE 174 CHANGED TO PIPE W/OVERFLOW BY ICON 0 174 175 0 5 2.25 75 0.0211 0 0 0.013 2.25 40 75 0.0211 50 50 0.016 4.00 ' * CE 175 CHANGED TO 0 175 177 0 5 PIPE W/OVERFLOW BY ICON 2.50 853 0.0123 0 0 0.013 2.50 50 853 0.0123 50 50 0.016 4.00 " POND 176 (311) RATING CURVE FROM OAKRIDGE WEST PUD REPORT BY RBD * POND 176 EXTENDED BY ICON 0 H H 1 1 1 1 0 176 177 7 2 0.1 315 0.0020 0 - 0 0.013 - 0.10 0.0 0.0 0.04 1.10 0.23 1.71 0.79 2.15 1.78 2.56 2.44 94.46 3.10 261.78 • CE 177 CHANGED TO PIPE W/OVERFLOW BY ICON 0 177 341 0 5 3.00 480 0.0100 0 0 0.013 3.00 10.0 480 0.0100 50 50 0.016 5.00 0 178 177 9 2 0.10 1310 0.0033 0 0 0.013 0.10 0.0 0.0 1.95 5.0 2.70 5.8 3.4 6.5 4.2 8.8 4.6 16.2 4.9 29.5 5.2 44. 5.5 60. 0 320 321 0 1 5.00 1350 0.0050 4 4 0.035 4.00 • POND 321 EXTENDED BY ICON 0 321 324 10 2 0.1 300 0.0053 0 0 0.013 0.10 0.0 0.0 0.05 0.0 0.31 2.6 0.79 4.3 1.52 5.5 2.55 6.4 3.85 7.3 5.40 8.0 6.30 99.9 7.20 268. • FUTURE DETENTION POND 322 0 322 323 3 2 0.1 10 0.0100 0 0 0.013 0.10 0.0 0.0 1.9 11.0 4.0 11.3 0 323 324 0 1 0 1500 0.0142 50 0 0.016 1.50 • CE 324 MODELED USING HGL AS SLOPE 0 324 331 0 2 3.00 36 0.0222 0 0 0.013 3.00 0 325 326 0 .1 4.00 420 0.0050 4 4 0.035 3.00 • CE 326 MODELED USING HGL AS SLOPE • ADDED OVERFLOW TO CE 326 TO ELIMINATE SURCHARGE - ICON 0 326 327 0 5 3.50 214 0.0168 0 0 0.013 3.50 40 214 0.0168 50 50 0.016 5.0 0 327 329 0 1 4.00 750 0.0050 4 4 0.035 r 3.00 • CE 328 MODELED WITH STREET CROWN OVERFLOW USING HGL AS SLOPE 0 328 329 0 5 1.75 101 0.0149 0.013 1.75 0 101 0.0149 133 44 0.016 5.0 0 329 180 0 1 5.00 240 0.0050 4 4 0.035 4.00 • CE 179 (330) MODELED WITH STREET CROWN OVERFLOW USING HGL AS SLOPE 0 179 324 0 5 1.50 80 0.0110 0.013 ' 1.50 0 80 0.0110 167 167 0.016 5.0 • CE 331 MODELED USING HGL AS SLOPE 0 331 325 0 2 3.00 30 0.0267 0 0 0.013 3.00 • POND 180 (340) RATING CURVE REVISED BY ICON 0 180 341 11 2 0.10 20 0.0040 0 0 0.013 0.10 0.0 0.0 0.44 4.00 0.99 9.60 1.55 18.00 2.28 28.40 3.01 37.20 3.85 45.60 4.69 52.40 5.0 55.52 5.3 79.94 5.6 139.96 0 341 4 0 5 5.20 120 0.0040 0 0 0.013 5.20 0 80 0.0040 50 50 0.016 7.00 ----------------------------------------------------------------------- • ALL FOLLOWING CONVEYANCE ELEMENTS FROM STETSON CREEK MASTER PLAN, RBD, INC. • CONCEPTUAL DETENTION FOR SUBBASINS 301 AND 303 • CE 303 REMOVED BY ICON • POND 301 REVISED BY JR ENGINEERING FOR HARMONY VILLAGE, ADDED BY ICON 0 301 91 9 2 0.1 1 0.0050 0.013 0.1 0.00 0.0 0.10 2.21 0.85 4.20 1.88 5.32 2.45 5.76 3.27 13.38 4.26 14.36 4.56 36.21 5.73 57.76 0 91 93 0 1 0 1325 0.0150 4 4 0.060 5.0 0 93 94 11 2 0.1 1 0.0050 0.013 0.1 0.00 0.0 0.05 0.00 0.51 0.0 0.98 0.0 1.62 1.9 2.40 5.40 3.33 7.7 4.35 14. 5.41 20.7 6.52 93.90 7.65 219.5 0 94 241 0 1 0 500 0.0027 3 3 0.035 5.0 0 95 93 0 3 0 1 0 357 358 0 1 16 10 0.0050 4 4 0.045 4.00 0 358 359 0 2 9.44 103 0.0050 0.013 9.44 0 359 360 0 1 16 950 0.0050 4 4 0.045 4.00 0 360 361 0 2 9.44 46 0.0050 0.013 9.44 0 361 362 0 1 16 619 0.0050 4 4 0.045 4.00 0 362 363 0 1 16 215 0.0050 4 4 0.045 4.00 0 363 364 0 1 16 415 0.0050 4 4 0.045 4.00 • OVERFLOW ADDED TO CE 364 FOR DEV. COND. BY ICON 0 364 366 0 4 16 90 0.0050 4 4 0.045 5.00 40 90 0.0050 50 50 0.035 6.00 • CE 365 CHANGED TO 396 BY ICON 0 369 366 0 4 0 1125 0.0045 4 4 0.035 2.30 50 1125 0.0045 50 50 0.035 5.00 • OVERFLOW ADDED TO CE 366 FOR DEV. COND. BY ICON 0 366 367 0 4 16 377 0.0050 4 4 0.045 5.00 40 377 0.0050 50 50 0.035 6.00 • OVERFLOW ADDED TO CE 38 AND 39 FOR DEV. COND. BY ICON 0 38 373 0 4 0 1080 0.0050 4 4 0.035 3.50 I t 40 1080 0.0050 50 0 39 38 0 4 0 860 0.0050 4 40 860 0.0050 50 • Conveyance Elements for Harvest Park and Sage Creek 0 651 605 0 4 2.0 340 0.0090 30 340 0.0090 50 0 671 605 0 4 2.0 420 0.0080 35 420 0.0080 50 0 681 605 0 4 2.0 440 0.0070 20 440 0.0070 50 0 691 671 0 1 35 200 0.0080 50 0 611 601 0 4 1.5 500 0.0060 40 500 0.0060 50 0 621 601 0 4 1.5 500 0.0120 40 500 0.0120 50 0 631 602 0 4 1.5 600 0.0100 40 600 0.0100 50 50 0.016 4.50 _ 4 0.035 3.50 50 0.016 4.50 0.013 2.00 - 50 0.016 10.00 0.013 2.00 50 0.016 10.00 0.013 2.00 50 0.016 10.00 50 0.016 10.00 0.013 1.50 50 0.016. 4.50 . 0.013 1.50 50 0.016 4.50 0.013 1.50 - 50 0.016 4.50 - ----------------------------------------------------------------------- THE SEAR -BROWN GROUP - POUDRE VALLEY HOSPITAL SITE CONVEYANCE ELEMENTS CHANGED TO 591, 592, 593, 594 BY ICON POND 593 WITHIN BASIN 318 0 593 592 10 2 0.10 1 0.005 0.013 0.10 0.00 0.0 .57 0.50 1.14 3.04 1.40 3.57 - 1.79 6.40 2.45 9.32 2.60 9.71 3.23 11.14 4.01 12.73 4.97 14.12 0 592 39 0 1 4.0 1000 0.016 4.0 4.0 0.035 3.5 POND 594 WITHIN BASIN 317 0 594 591 15 2 0.10 1 0.005 0.013 ! 0.10 0.00 0.0 0.0 0.19 0.00 0.95 0.04 1.55 0.07 1.99 0.22 2.37 0.36 2.70 0.74 2.99 1.12 3.26 1.40 3.39 1.69 5.44 2.26 8.42 2.40 8.55 2.90 8.96 3.54 9.46 0 591 39 0 1 0 1300 0.005 4.0 4.0 0.035 3.5 ----------------------------------------------------------------------- CONVEYANCE ELEMENT 40 ADDED BY ICON 0 40 373 0 1 5 1400 0.0050 4 4 0.035 5.00 POND 370 REVISED BY ICON 0 370 361 9 2 0.10 1 0.0050 0.013 0.10 0.00 0.0 .00 0.00 .04 0.80 .19 1.13 .41 1.40 .57 2.8 .68 3.23 .76 3.52 0.96 33.52 0 371 362 7 2 0.10 1 0.0015 0.013 0.10 0.00 0.0 .00 0.52 .103 1.18 .219 1.39 .304 1.39 .371 1.58 .550 1.75 POND 372 RATING CURVE FROM STETSON CREEK 2ND FILING, BY NORTHERN ENGINEERING 0 372 363 6 2 0.10 1 0.0020 0.013 0.10 0.00 0.00 0.17 10.00 0.42 22.37 0.74 33.27 0.94 37.98 1.17 50.54 0 373 364 18 2 0.10 1 0.0042 0.013 0.10 0.00 0.0 .061 0.00 .465 0.0 1.578 0.0 3.566 6.4 6.256 16.8 6.909 18.0 7.562 18.8 8.216 19.6 8.869 20.8 9.522 21.6 9.910 31.5 10.298 49.4 10.687 72.6 11.075 99.7 11.463 130.9 13.4 333.7 15.52 429.6 POND 374 EXTENDED BY ICON 0 374 38 14 2 0.10 1 0.0040 0.013 0.10 0.00 0.0 .009 0.00 .119 0.0 0.230 0.0 0.409 1.13 0.469 2.11 0.528 2.76 0.678 3.94 0.827 4.84 1.062 5.60 1.297 6.27 1.532 6.87 1.711 7.29 2.341 59.9 ----------------------------------------------------------------------- ALL FOLLOWING CONV. ELEMENTS ARE FROM G80 1986 McCLELLANDS BASIN MASTER PLAN EXISTING CONDITION CONVEYANCE ELEMENTS SUBBASINS BTWN STETSON CREEK 8 CTY RD 0 32 102 0 1 1.0 500 0.006 75 1.5 0.045 5.0 0 367 368 0 4 5.0 950 0.007 2.0 2.5 0.045 8.0 35.0 950 0.007 75.0 45.0 0.045 14.0 0 368 102 0 4 5.0 1960 0.010 3.0 3.0 0.045 5.0 30.0 1960 0.010 60.0 30.0 0.045 11.0 CROSSING UNDER CTY RD 9; PER RBD 1987 McCLELLANDS BASIN CH. IMP. PHASE ONE 0 102 410 0 5 4.5 50 0.005 0.024 5.6 29.0 50 0.005 25 100 0.018 10.0 ............................................. SUBBASIN 304 MODELED BY FOLLOWING CONVEYANCE ELEMENTS, FROM WILLOW SPRINGS PUD DRAINAGE PLAN, LIDSTONE 8 ANDERSON, JUNE 1996 201 202 0 3 .1 1. 202 209 0 3 .1 1. 203 209 0 3 .1 1. 209 210 0 3 .1 1. 1 ' 210 310 0 3 .1 1. - 310 140 16 2 .1 1. 0.0 0.0 0.38 0.13 1.00 1.19 1.50 1.97 ' 3.40 3.93 4.36 6.64 6.73 7.74 8.87 8.36 10.27 8.76 11.47 9.03 12.41 9.21 12.99 9.32 13.37 9.39 13.72 9.45 13.85 9.48 13.89 9.48 214 315 0 3 .1 1. 215 315 0 3 .1 1. ' • POND 315 REVISED BY ICON 315 216 8 2 .1 1. 0.0 0.0 0.06 2.00 0.24 3.00 0.59 4.00 0.85 4.50 1.23 5.00 1.43 96.9 1.63 265.0 216 116 0 3 .1 1. -116 140 0 1 10. 1650. .003 4.0 4.0 .035 5.0 140 357 0 1 10. 700. .003 4.0 4.0 .035 5.0 223 224 0 3 - .1 1. 224 334 0 3 .1 1. ' * POND 334 REVISED BY ICON 6/25/99 334 124 11 2 .1 1. 0.0 0.0 0.07 4.00 0.24 6.00 0.52 8.00 0.97 10.0 1.64 12.0 2.46 14.0 3.44 16.0 4.66 18.0 5.09 18.63 5.58 19.33 124 226 0 2 3.0 825. .0080 0.0 0.0 .011 5.0 - 226 336 0 3 .1 1. POND 336 REVISED BY ICON - 336 357 8 2 .1 1. 0.0 0.0 0.15 4.00 0.44 6.00 0.98 8.00 1.85 10.0 2.27 10.7 2.54 36.8 2.81• 84.3 130 131 0 2 3.0 450. .0070 0.0 0.0 .013 3.0 131 330 0 2 3.5 250. .0070 0.0 0.0 .013 3.5 ' 330 241 7 2 .1 1. 0.0 0.0 0.07 1.00 0.23 2.00 0.57 3.00 . 1.05 4.0 1.85 5.00 2.96 6.00 251 350 0 3 .1 1. ' " POND 350 REVISED BY ICON ' 350 216 9 2 .1 1. 0.0 0.0 0.07 1.00 0.25 2.00 0.63 3.00 0.82 3.5 1.10 4.00 1.15 4.10 1.30 96.0 1.45 264.1 ' 252 160 0 3 .1 1. 160 261 0 5 1.5 275. .0100 0.0 0.0 .013 1.5 0.0 275. .0100 10. 10. .035 5.0 261 262 262 365 0 3 0 3 .1 .1 1. 1. 365 241 7 2 .1 1. 0.0 0.0 1.25 6.3 2.42 7.5 2.52 14.0 2.63 25.9 2.73 41.3 2.83 59.5 241 141 0 3 .1 1. ' + 141 357 0 1 10.0 500. .0030 ----- 4.0 _____--- 4.0 _____--- ____.... .035 ______ 5.0 * YILDNOOD FARM SUBDIVISION (ICON ENGINEERING, INC) 381 382 5 2 .1 1. •1 0.0 0.0 0.48 2.2 0.96 5.51 2.03 6.3 2.14 48.9 382 401 % 2 .1 1. .1 0.0 0.0 0.09 1.2 0.24 2.4 0.51 3.6 0.59 4.0 0.65 6.0 0.70 7.2 0.76 8.4 ' 0.83 9.6 0.84 10.0 0.93 12.0 1.10 20.0 1.24 30.0 1.35 40.0 1.47 50.0 1.51 55.0 401 402 0 1 2. 550. .013 50. 50. .016 1. 402 406 0 1 2. 950. .006 50. 50. .016 1. ' 400 406 0 1 10. 710. .006 5. 6. .040 2. 406 380 0 3 .1 1. .1 " POND 380 REVISED BY ICON 6/25/99 380 692 12 2 .1 1. .1 0.0 0.0 2.70 8.8 3.09 9.3 3.19 10.0 ' 3.59 15.0 3.99 20.0 4.87 21.8 5.00 22.0 5.54 22.9 6.24 52.4 6.58 75.1 6.93 107.7 384 404 5 2 .1 1. .1 0.0 0.0 1.01 3.7 1.89 9.3 1.94 11.5 ' 1.98 15.5 383 407 7 2 .1 1. .1 0.0 0.0 .736 1.34 1.328 3.89 1.58 4.37 1.76 4.65 2.05 22.32 2.10 58.67 ' * Diversion from Preston Jr. High Pond into Harvest Park 691 692 403 7 3 .1 1. .1 20.0 0.0 21.8 0.0 22.0 0.0 22.9 0.0 52.4 28.4 75.1 50.6 101.7 76.7 403 407 0 1 5. 950. .004 4. - 4. .045 5. 407 405 0 3 .1 1. .1 405 410 0 5 3.5 40. 2000. 2000. .002 .002 0. 50. 0. 50. .013 .016 3.5 5. 404 407 0 5 3.5 900. 0.015 0. 0. .016 3.5 -.; 40. 900. 0.015 50. 50. .016 5. '(' . ................................-----------------_--------------------- HOMESTEAD SUBDIVISION (ICON ENGINEERING, INC) , 388 387 0 1 5. 1300. .007 150. 150. .045 5. 387 386 0 1 5. 750. .007 150. 150. .045 5. 386 284 0 1 4. 800. .003 150. 150. .045 5. 284 283 0 1 4. 700. .0063 150. 150. .045 5. ' 283 282 0 1 7. 1000. .0057 70. 40. .045 5. 282 410 0 1 9. 800. .046 9. 1.5 .045 S. '...............................................:....................... FOSSIL CREEK VILLAGE (ICON ENGINEERING, INC) 281 414 0 1 2. 1500. .015 55. 76. .035 5. 409 413 0 1 1. 1500. .010 50. 50. .045 5.0 410 411 0 4 5. 600. .045 2.5 3.0 .035 7. 45. 600. .045 25.0 50.0 .035 13. 411 412 0 4 5. 1060. .0038 3. 2. .035 6. ' 30. 1060. .0038 35.0 60.0 .035 11. 412 413 0 4 5. 870. .006 5.0 2.0 .035 6. 50. 870. .006 30.0 45.0 .035 12. - 413 414 0 5 5. 40. .006 0. 0. .035 5. 50. 40. .006 100. 100. .016 10. ' 414 415 0 1 5. 1180. .006 30.0 25.0 .035 10. 415 416 0 1 5. 1050. .006 40. 50. .035 I 10. 416 517 0 1 S. 800. .006 40. 25. .035 6. - 517 417 0 3 .1 1. .1 ' SWIFT RESERVIOR NOT MODEL AS A ROUTING ELEMENT 417 0 0 2 .1 1. .003 0. 0. .035 .1 ' 26 2 42 174 250 324 331 358 360 382 470 471 486 594 586 588 102 413 373 368 410_ 61 63 601 602605 691 ENDPROGRAM 1 F I 1 1 1 100-YEAR SWMM MODEL MMC2-100.OUT i 1 L 1 1 1 1 1 1 i I S"M output file MMC2-100.OUT: July 24, 2000 ;.1 1 1 ENVIRONMENTAL PROTECTION AGENCY - STORM WATER MANAGEMENT MODEL - VERSION PC.1 D7�7�G79��7:1'I UPDATED BY WATERSHED PROGRAM CALLED *** ENTRY MADE TO RUNOFF MODEL *** METCALF + EDDY. INC. UNIVERSITY OF FLORIDA WATER RESOURCES ENGINEEERS, INC. (SEPTEMBER 1970) UNIVERSITY OF FLORIDA (JUNE 1973) HYDROLOGIC ENGINEERING CENTER, CORPS OF ENGINEERS MISSOURI RIVER DIVISION, CORPS OF ENGINEERS (SEPTEMBER 1974) BOYLE ENGINEERING CORPORATION (MARCH 1985, JULY 1985) McCLELLANDS BASIN MODEL (FULLY INTEGRATED) EXISTING CONDITIONS JUNE 26, 2000 ADOPTED 100-YEAR EVENT FILE: MMC2-100.DAT THE SEAR -BROWN GROUP. ' NUMBER OF TIME STEPS 600 INTEGRATION TIME INTERVAL (MINUTES) 1.00 ._ 1.0 PERCENT OF IMPERVIOUS AREA HAS ZERO DETENTION DEPTH FOR 25 RAINFALL STEPS, THE TIME INTERVAL IS 5.00 MINUTES FOR RAINGAGE NUMBER 1 RAINFALL HISTORY IN INCHES PER HOUR 1.00 1.14 1.33 2.23 2.84 5.49 9.95 4.12 2.48 1.46 1.22 1.06 1.00 .95 .91 .87 .84 .81 .78 .75 ' .73 .71 .69 .67 .00 ' McCLELLANDS BASIN MODEL (FULLY INTEGRATED) EXISTING CONDITIONS JUNE 26, 2000 ADOPTED 100-YEAR EVENT FILE: MMC2-100.DAT THE SEAR -BROWN GROUP. ' SUBAREA GUTTER WIDTH AREA PERCENT SLOPE RESISTANCE FACTOR SURFACE STORAGE(IN) INFILTRATION RATE(IN/HR) GAGE NUMBER OR MANHOLE (FT) (AC) IMPERV. (FT/FT) IMPERV. PERV. IMPERV. PERV. MAXIMUM MINIMUM DECAY RATE NO -2 0 .0 .0 .0 .0300 .016 .250 .100 .300 .51 .50 .00180 80 50 7109.0 86.2 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 ' 60 50 1150.0 8.9 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 70 6 10239.0 29.4 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 130 51 7161.0 24.7 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 100 51 2875.0 13.2 40.0 .0100 .0 ib .250 .100 .300 .51 .50 .00180 1 150 4 1590.0 1.8 80.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 ' 110 11 1250.0 1.9 99.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 111 11 700.0 1.1 99.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 112 112 750.0 1.3 99.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 113 12 1200.0 1.3 99.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 ' 114 12 950.0 1.7 99.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 115 13 1050.0 1.7 99.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 116 13 1400.0 2.2 99.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 117 51 1000.0 2.9 99.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 118 14 1250.0 1.1 99.0 .0100 .015 .250 .100 .300 .51 .50 .00180 1 ' 320 11 305.0 2.1 10.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 120 22 3875.0 17.8 80.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 ' 90 2 5715.0 13.1 10.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 190 51 250.0 1.4 80.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 ' 200 20 4550.0 31.3 80.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 210 44 1090.0 7.5 80.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 240 7 1742.0 5.0 80.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 ' 220 45 3228.0 22.2 10.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 J 1 1 1 1 1 1 p 260 46 3454.0 23.8 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 230 47 2134.0 14.7 10.0 .0100 .016 .250 .100 .300 .51 .50 .00180 290 291 1278.0 5.9 80.0 .0100 .016 .250 .100 .300 .51 .50 .00180 340 34 1260.0 4.3 80.0 .0100 .016 .250 .100 .300 .51 - .50 .00180 280 275 1000.0 2.0 99.0 .0200 .016 .250 .100 .300 .51 .50 .00180 281 28 1650.0 3.2 99.0 .0100 .016 .250 .100 .300 .51 .50 .00180 282 29 850.0 1.5 99.0 .0100 .016 .250 .100 .300 .51 .50 .00180 283 30 1250.0 2.0 99.0 .0100 .016 .250 .100 .300 .51 .50 .00180 330 33 700.0 5.6 80.0 .0100 .016 .250 .100 .300 .51 .50 .00180 160 16 3500.0 4.0 84.0 .0200 .016 .250 .100 .300 .51 .50 .00180 121 16 850.0 1.4 80.0 .0100 .016 .250 .100 .300 .51 .50 .00180 122 22 1200.0 1.8 80.0 .0100 .016 .250 .100 .300 .51 .50 .00180 250 250 500.0 1.6 80.0 .0100 .016 .250 .100 .300 .51 .50 .00180 270 270 625.0 3.3 60.0 .0100 .016 .250 .100 .300 .51 .50 .00180 271 271 2017.0 6.3 55.0 .0100 .016 .250 .100 .300 .51 .50 .00180 272 272 817.0 1.5 31.0 .0900 .016 .250 .100 .300 .51 .50 .00180 360 36 3223.0 2.4 87.0 .0200 .016 .250 .100 .300 .51 .50 .00180 201 320 3213.0 14.8 25.0 .0183 .016 .250 .100 .300 .51 .50 .00180 202 322 1873.0 21.5 50.0 .0165 .016 .250 .100 .300 .51 .50 .00180 203 172. 7024.0 32.3 80.0 .0100 .016 .250 .100 .300 .51 .50 .00180 204 166 4138.0 19.0 80.0 .0100 .016 .250 .100 .300 .51 .50 .00180 205 168 650.0 5.8 47.0 .0105 .016 .250 .100 .300. .51 .50 .00180 206 171 958.0 7.7 70.0 .0080 .016 .250 .100 .300 .51 .50 .00180 207 .176 1718.0 13.8 57.0 .0235 .016 .250 .100 .300 .51 .50 .00180 208 178 2936.0 33.6 70.0 .0170 .016 .250 .100 .300 .51 .50 .00180 209 321 6795.0 23.4 40.0 .0085 .016 .250 .100 .300 .51 .50 .00180 165 324 2991.0 10.3 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 211 325 3165.0 10.9 64.0 .0200 .016 .250 .100 .300 .51 .50 .00180 212 328 1220.0 4.2 80.0 .0380 .016 .250 .100 .300 .51 .50 .00180 213 180 1472.0 16.9 30.0 .0055 .016 .250 .100 .300 .51 .50 .00180 214 179 465.0 1.6 90.0 .0110 .016 .250 .100 .300 .51 .50 .00180 215 331 500.0 .7 90.0 .0270 .016 .250 .100 .300 .51 .50 .00180 216 327 1405.0 1.0 90.0 .0060 .016 .250 .100 .300 .51 .50 .00180 301 301 3315.0 28.5 71.0 .0050 .016 .430 .100 .600 .51 .50 .00180 302 95 13736.0 47.5 45.0 .0100 .016 .390 .100 .600 .51 .50 .00180 305 369 6839.0 78.5 3.9 .0110 .016 .250 .100 .300 .51 .50 .00180 306 372 2535.0 8.7 31.2 .0200 .016 .250 .100 .300 .51 .50 .00180 307 360 2951.0 5.4 17.0 .1262 .016 .250 .100 .300 .51 .50 .00180 308 370 2042.0 7.0 40.0 .0200 .016 .250 .100 .300 .51 .50 .00180 309 362 888.0 1.6 4.0 .1262 .016 .250 .100 .300 .51 .50 .00180 311 371 807.0 2.8 40.0 .0200 .016 .250 .100 .300 .51 .50 .00180 312 363 569.0 2.1 2.3 .1262 .016 .250 :100 .300 .51 .50 .00180 313 367 495.0 .9 1.0 .0500 .016 .250 .100 .300 .51 .50 .00180 314 40 26470.0 91.2 34.0 .0200 .016 .250 .100 .300 .51 .50 .00180 315 374 4179.0 14.4 40.0 .0200 .016 .250 .100 .300 .51 .50 .00180 316 39 1924.0 67.0 5.0 .0170 .016 .250 .100 .300 .51 .50 .00180 317 594 1507.0 17.3 57.0 .0140 .016 .250 .100 .300 .51 .50 .00180 318 593 1699.0 19.5 47.0 .0150 .016 .250 .100 .300 .51 .50 .00180 600 368 4057.0 6.5 5.0 .0200 .016 .250 .100 .300 .51 .50 .00180 610 611 4751.0 16.4 45.0 .0060 .016 .250 .100 .300 .51 .50 .00180 620 621 2936.0 10.1 45.0 .0120 .016 .250 .100 .300 .51 .50 .00180 630 631 10733.0 24.6 55.0 .0100 .016 .250 .100 .300 .51. .50 .00180 .640 102 44.0 .1 75.0 .0200 .016 .250 .100 .300 .51 .50 .00180 650 651 6329.0 20.3 45.0 .0090 .016 .250 .100 .300 .51 .50 .00180 660 368 137.0 9.0 5.0 .0090 .016 .250 .100 .300 .51 .50 .00180 670 671 17484.0 52.3 57.0 .0080 .016 .250 .100 .300 .51 .50 .00180 680 681 7635.0 31.6 52.0 .0080 .016 .250 .100 .300 .51 .50 .00180 690 102 437.0 5.0 20.0 .0080 .016 .250 .100 .300 .51 .50 .00180 1 201 1200.0 8.5 40.0 .0200 .016 .250 .100 .300 .51 .50 .00180 2 202 2000.0 4.1 68.0 .0200 .016 .250 .100 .300 .51 .50 .00180 3 203 800.0 5.7 44.0 .0200 .016 .250 .100 .300 .51 .50 .00180 4 209 750.0 1.6 74.0 .0200 .016 .250 .100 .300 .51 - .50 .00180 5 209 1600.0 2.7 68.0 .0200 .016 .250 .100 .300 .51 .50 .00180 6 210 3800.0 7.6 66.0 .0200 .016 .250 .100 .300 .51 .50 .00180 7 209 750.0 3.3 57.0 .0200 .016 .250 .100 .300 .51 .50 .00180 8 210 450.0 2.3 67.0 .0200 .016 .250 .100 .300 .51 .50 .00180 9 209 3000.0 20.2 30.0 .0200 .016 .250 .100 .300 .51 .50 .00180 10 210 1400.0 9.1 26.0 .0200 .016 .250 .100 .300 .51 .50 .00180 14 214 1000.0 4.8 54.0 .0200 .016 .250 .100 .300 .51 .50 .00180 15 215 1300.0 4.4 9.0 .0200 .016 .250 .100 .300 .51 .50 .00180 16 216 200.0 1.8 12.0 .0200 .016 .250 .100 .300 .51 .50 ..00180 20 223 600.0 4.1 46.0 .0200 .016 .250 .100 .300 .51 .50 .00180 21 223 1400.0 9.0 46.0 .0200 .016 .250 .100 .300 .51 ..50 .00180 22 223 1800.0 7.3 52.0 .0200 .016 .250 .100 .300 .51 .50 .00180 23 224 1000.0 2.2 61.0 .0200 .016 .250 .100 .300 .51 .50 .00180 24 224 600.0 3.1 34.0 .0200 .016 .250 .100 .300 .51 .50 .00180 25 226 900.0 4.0 65.0 .0200 .016 .250 .100 .300 .51 .50 .00180 26 226 1000.0 2.7 32.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 '50 30 130 2750.0 5.9 67.0 .0200 .016 .250 .100 .300 .51 .00180 31 131 1700.0 3.6 67.0 .0200 .016 .250 .100 .300 .51 .50 .00180 32 330 400.0 2.0 48.0 .0200 .250 .100 .300 .51 .50 .00180 39 216 700.0 3.1 11.0 .0200 .016 .016 .250 .100 .300 .51 .50 .00180 40 140 1300.0 6.4 30.0 .0200 .016 .250 .100 .300 .51 .50 .00180 - 41 .357 800.0 4.3 43.0 .0200 .016 .250 .100 .300 .51 .50 .00180 42 241 900.0 1.5 75.0 .0200 .016 .250 .100 .300 .51 .50 .00180 -`- 50 251 1800.0 8.1 42.0 .0200 .016 .250 .100 .300 .51 .50 .00180 ' 63 252 2250.0 8.9 61.0 .0200 .016 .250 .100 .300 .51 .50 .00180 - 61 261 650.0 2.1 80.0 .0200 .016 .250 .100 .300 .51 .50 .00180 62 262 1200.0 4.7 42.0 .0200 .016 .250 .100 .300 .51 .50 .00180 370 570 1050.0 6.1 63.0 .0100 .016 .250 .100 .300 .51 .50 .00180 ' 371 571 2000.0 11.7 .45.0 .0200 .016 .250 .100 .300 .51 .50 .00180 372 572 4900.0 26.7 45.0 .0200 .016 .250 .100 .300 .51 .50 .00180 373 73 2000.0 8.2 90.0 .0150 .016 .250 .100 .300 .51 .50 .00180 374 574 8000.0 18.3 86.0 .0200 .016 - .250 .100 .300 .51 .50 .00180 375 75 5400.0 28.4 48.0 .0200 .016 .250 .100 .300 .51 .50 .00180 ' 376 576 1000.0 5.1 10.0 .0100 .016 .250 .100 .300 .51 .50 .00180 377 577 400.0 1.9 70.0 .0100 .016 .250 .100 .300 .51 .50 .00180 378 577 450.0 2.3 70.0 .0100 .016 .250 .100 .300 .51 .50 .00180 379 479 450.0 1.5 70.0 .0100 .016 .250 .100 ..300 .51 .50 .00180 ' 380 480 350.0 1.4 70.0 .0100 .016 .250 .100 .300 .51 .50 .00180 381 481 550.0 2.6 70.0 .0100 .016 .250 .100 .300 .51 .50 .00180 382 582 700.0 .8 67.0 .0130 .016 .250 .100 .300 .51 .50 .00180 383 4113 1200.0 5.6 69.0 .0200 .016 .2511 .100 .300 .51 .50 .00180 384 84 2400.0 6.9 84.0 .0200 .016 .250 .100 .300 .51 .50 .00180 ' 385 85 2100.0 6.3 52.0 .0200 .016 .250 .100 .300 .51 .50 .00180 386 586 2000.0 12.2 60.0 .0100 .016 .250 .100 .300 .51 .50 .00180 387 586 800.0 3.2 70.0 .0250 .016 .250 .100 .300 .51 .50 .00180 388 588 1548.0 16.0 5.0 .0200 .016 .250 .100 .300 .51 .50 .00180 ' 389 88 1220.0 7.0 5.0 .0200 .016 .250 .100 .300 .51 .50 .00180 390 490 550.0 1.4 70.0 .0200 .016 .250 .100 .300 .51 .50 .00180 391 491 600.0 2.8 70.0 .0200 .016 .250 .100 .300 .51 .50 .00180 392 5118 1100.0 6.6 90.0 .0200 .016 .250 .160 .300 .51 .50 .00180 ' 393 88 4400.0 11.8 95.0 .0200 .016 .250 .100 .300 .51 .50 .00180 394 92 900.0 1.4 90.0 .0200 .016 .250 .100 .300 .51 .50 .00180 396 496 2950.0 13.5 93.0 .0130 .016 .250 .100 .300. .51 .50 .00180 397 497 810.0 3.9 85.0 .0210 .016 .250 .100 .300 .51 .50 .00180 400 400 860.0 9.9 50.0 .0200 .016 .250 .100 .300 .51 .50 .00180 ' 401 406 1170.0 16.7 20.0 .0150 .016 .250 .100 .300 .51 .50 .00180 402 406 1520.0 17.4 45.0 .0200 .016 .250 .100 .300 .51 .50 .00180 403 605 1920.0 11.0 45.0 .0170 .016 .250 .100 .300 .51 .50 .00180 404 382 1790.0 10.4 55.0 .016 .250 .100 .300 .51 .50 .00180 ' 405 402 3080.0 3.5 90.0 .0250 .0200 .016 .250 .100 .300 .51 .50 .00180 406 383 2053.0 14.1 38.0 .0150 .016 .250 .100 .300 .51 .50 .00180 407 384 1921.0 13.2 40.0 .0150 .016 .250 .100 .300 .51 .50 .00180 408 404 3378.0 38.8 5.0 .0150 .016 .250 .100 .300 .51 .50 .00180 500 517 3899.0 26.9 5.0 .0100 .016 .250 .100 .300 .51 .50 .00180 ' 501 416 2750.0 18.9 5.0 .0200 .016 .250 .100 .300 .51 .50 .00180 502 517 3785.0 17.4 5.0 .0200 .016 .250 .100 .300 .51 .50 .00180 503 415 3893.0 44.7 5.0 .0150 .016 .250 .100 .300 .51 .50 .00180 504 415 2570.0 11.8 5.0 .0200 .016 .250 .100 .300 .51 .50 .00180 ' .514 413 4080.0 28.1 5.0 .0200 .016 .250 .100 .300 .51 .50 .00180 505 409 5867.0 67.3 5.0 .0200 .016 .250 .100 .300 .51 .50 .00180 506 412 2143.0 14.8 5.0 .0200 .016 .250 .100 .300 .51 .50 .00180 507 412 2277.0 15.7 5.0 .0100 .016 .250 .100 .300 .51 .50 .00180 508 281 3833.0 26.4 5.0 .0100 .016 .250 .100 .300 .51 .50 .00180 509 411 1936.0 13.3 5.0 .0100 .016 .250 .100 .300 .51 .50 .00180 510 411 2611.0 18.0 5.0 .0100 .016 .250 .100 .300 .51 .50 .00180 511 283 5670.0 39.1 5.0 .0100 .016 .250 .100 .300 .51 .50 .00180 512 386 6803.0 46.9 25.0 .0100 .016 .250 .100 .300 .51 .50 .00180 513 388 16060.0 - 124.4 5.0 .0100 .016 .250 .100 .300 .51 .50 .00180 TOTAL NUMBER OF SUBCATCHMENTS, 163 TOTAL TRIBUTARY AREA (ACRES), 2172.37 ' McCLELLANDS BASIN MODEL (FULLY INTEGRATED) EXISTING CONDITIONS JUNE 26, 2000 ADOPTED 100-YEAR EVENT FILE: MMC2-100.DAT THE SEAR -BROWN GROUP. . 1 HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 10 SUBCATCHMENTS - AVERAGE VALUES WITHIN TIME INTERVALS ' ' TIME(HR/MIN) 220 230 260 290 301 305 308 311 314 315 0 1. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 1 1 o z. .o .o .o .o .o .o .o .o .1 .o 0 3. .0 .0 .0 .0 .0 .0 .0 .0 .2 .0 ' 0 0 4. 5. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .2 .3 .0 .0 0 6. .0 .0 .1 .0 .1 .0 .0 .0 .3 .1 0 7. .3 .2 .4 .1 .3 .6 .3 .1 3.3 .5 0 8. 1.0 .7 1.5 .6 1.1 2.0 1.0 .4 12.7 2.1 0 9. 1.7 1.1 3.0 1.1 2.3 2.9 1.8 .7 21.6 3J ' 0 10. 2.1 1.4 4.6 1.7 3.7 3.3 2.4 .9 27.8 4.8 - 0 11. 2.5 1.6 6.4 2.4 5.4 3.6 2.8 1.1 32.8 5.8 0 12. 2.7 1.8 8.3 3.1 7.4 3.9 3.3 1.3 37.1 6.7 ' 0 0 13. 14. 2.9 2.9 1.9 1.9 9.9 11.2 3.8 4.3 9.3 11.3 4.1 4.1 3.5 3.6 1.4 - 1.4 39.3 40.5 7.2 7.4 0 15. 3.0 2.0 12.3 4.8 13.1 4.1 3.7 1.5 41.0 7.6 0 16. 3.5 2.3 14.5 5.6 16.0 5.1 4.4 1.7 48.7 8.9 0 17. 4.4 2.9 17.7 6.8 20.0 6.4 5.4 2.1 60.4 11.0 0 18. 4.8 3.2 20.1 7.8 23.7 6.8 5.9 2.3 65.8 12.0 0 19. 4.9 3.3 22.0 8.6 27.0 6.9 6.1 2.4 68.1 12.5 0 20. 5.0 3.3 23.4 9.1 30.0 6.9 6.2 2.5 69.0 12.8 0 21. 5.5 3.6 25.6 10.0 33.6 7.8 6.8 2.7 76.0 14.0 0 22. 6.4 4.2 28.5 11.1 37.8 9.3 7.8 3.1 87.3 16.0 ' 0 23. 7.0 4.6 30.7 12.0 41.5 10.3 8.4 3.3 94.8 17.3 0 24. 7.5 5.0 32.6 12.7 44.5 11.4 9.0 3.5 101.1 18.4 0 25. 8.1 5.4 34.0 13.2 47.1 12.7 9.5 3.7 107.5 19.4 0 26. 11.3 7.5 41.1 15.9 54.6 18.6 12.7 5.0 146.1 25.9 0 27. 16.0 10.6 52.9 20.3 66.7 26.8 17.5 6.9 203.3 35.7 ' 0 28. 18.7 12.4 61.7 23.5 77.1 31.8 20.1 7.9 234.2 41.1 0 29. 21.1 13.9 68.2 25.7 85.8 37.0 21.9 8.7 257.0 44.9 0 30. 23.5 15.6 73.2 27.3 93.0 42.7 23.5 9.3 277.6 48.1 0 31. 31.7 21.0 89.9 33.1 110.8 58.8 30.7 12.1 366.0 62.8 ' 0 32. 42.8 28.3 115.5 42.1 138.1 79.9 40.6 16.1 485.7 83.1 0 33. 49.7 32.9 133.1 47.9 160.2 94.8 45.5 18.0 545.1 93.1 0 34. 56.5 37.3 145.5 51.5 177.4 111.2 49.0 19.4 591.6 100.2 0 35. 63.5 42.0 154.9 53.7 190.8 128.E 52.0 20.5 633.0 106.4 0 36. 61.9 40.9 142.8 47.9 182.0 130.8 46.0 18.2 566.7 94.1 ' 0 37. 57.3 37.9 119.6 38.1 158.2 127.5 37.3 14.7 468.4 76.3 0 38. 57.6 38.1 107.9 32.8 142.4 132.0 34.3 13.6 437.7 70.3.. 0 39. 58.6 38.7 101.4 29.7 131.5 136.8 32.8 13.0 421.6 67.2 0 40. 59.7 39.5 97.7 27.8 124.0 141.5 31.8 12.6 410.4 65.2 0 41. 58.7 38.8 91.0 25.0 114.2 141.9 29.1 11.5 377.1 59.5 0 42. 56.5 37.3 82.4 21.6 102.9 140.2 25.6 10.1 335.5 52.5 0 43. 55.5 36.7 76.8 19.4 94.6 140.4 23.7 9.4 311.9 48.5 0 44. 54.9 36.3 72.9 18.0 88.5 140.9 22.4 8.9 295.4 45.8 ' 0 45. 54.4 35.9 70.0 17.0 83.9 141.4 21.4 8.5 282.5 43.8 0 46. 52.7 34.8 65.4 15.4 77.9 139.5 19.5 7.7 258.6 39.9 0 47. 50.3 33.3 59.7 13.5 71.0 136.2 17.2 6.8 230.1 35.3 0 48. 48.7 32.2 55.5 12.2 65.7 134.0 15.8 6.2 211.7 32.3 0 49. 47.3 31.3 52.3 11.3 61.5 132.1 14.7 5.8 197.9 30.1 0 50. 46.1 30.5 49.7 10.6 58.1 130.4 13.9 5.5 187.0 28.5 0 51. 44.7 29.5 47.2 9.9 54.9 128.2 13.0 5.1 175.2 26.6 0 52. 43.2 28.6 44.6 9.2 51.8 125.7 12.1 4.8 163.2 24.8 ' 0 0 53. 54. 41.9 40.8 27.7 27.0 42.5 40.7 8.7 8.3 49.3 47.2 123.5 121.5 11.4 10.9 4.5 4.3 153.9 146.3 23.4 22.2 0 55. 39.7 26.3 39.2 8.0 45.4 119.6 10.4 4.1 139.9 21.3 0 56. 38.6 25.5 37.7 7.6 43.6 117.4 9.9 3.9 132.7 20.2 0 57. 37.3 24.7 36.0 7.3 41.8 115.1 9.3 3.7 125.2 19.1 0 58. 36.3 24.0 34.6 7.0 40.3 112.9 8.9 3.5 119.3 18.2 0 59. 35.3 23.3 33.4 6.8 39.0 110.9 8.5 3.4 114.3 17.4 1 0. 34.3 22.7 32.4 6.6 37.9 109.0 8.2 3.3 110.1 16.8 1 1. 33.4 22.1 31.4 6.4 36.8 107.1 7.9 3.1 105.8 16.2 1 2. 32.5 21.5 30.4 6.2 35.8 105.1 7.6 3.0 101.6 15.6 ' 1 3. 31.6 20.9 29.5 6.1 34.9 103.2 7.4 2.9 98.0 15.1 1 4. 30.9 20.4 28.7 6.0 34.1 101.5 7.1 2.8 95.0 14.6 1 5. 30.1 19.9 28.0 5.9 33.4 99.8 7.0 2.8 92.3 14.2 1 6. 29.4 19.4 27.3 5.8 32.7 98.0 6.8 2.7 89.4 13.8 1 7. 28.6 18.9 26.6. 5.6 32.0 96.2 6.5 2.6 86.5 13.4 ' 1 8. 27.9 18.5 25.9 5.6 31.4 94.6 6.4 2.5 84.0 13.0 1 9. 27.3 18.0 25.4 5.5 30.8 93.0 6.2 2.5 81.9 12.7 1 10. 26.7 17.6 24.9 5.4 30.3 91.5 6.1 2.4 80.0 12.5 1 11. 26.0 17.2 24.3 5.3 29.8 89.9 5.9 2.4 78.0 12.2 ' 1 12. 25.4 16.8 23.8 5.3 29.3 88.4 5.8 2.3 75.9 11.9 1 13. 24.8 16.4 23.3 5.2 28.8 86.9 5.7 2.2 74.1 11.6 1 14. 24.3 16.1 22.9 5.1 28.4 85.5 5.6 2.2 72.6 11.4 1 15, 23.8 15.7 22.5 5.1 28.0 84.1 5.5 2.2 71.2 11.2 ' 1 16. 23.3 15.4 22.0 5.0 27.6 82.7 5.4 2.1 69.6 11.0 1 17. 22.7 15.0 21.6 5.0 27.2 81.3 5.2 2.1 67.9 10.7 1 18. 22.3 14.7 21.2 4.9 26.8 80.0 5.1 2.0 66.5 10.5 1 19. 21.8 14.4 20.8 4.8 26.5 78.7 5.0 2.0 65.3 10.3 1 H 1 n 1 11 CI u 20. 21.4 14.1 20.5 4.8 26.2 77.5 5.0 2.0 64.2 10.2 21. 20.9 13.8 20.2 4.8 25.9 76.3 4.9 1.9 63.0 10.0 22. 20.5 13.6 19.8 4.7 25.5 75.0 4.8 1.9 61.7 . 9.8 23. 20.1 13.3 19.5 4.7. 25.2 73.9 4.7 1.9 60.6 - 9.7 24. 19.7 13.0 19.2 4.6 24.9 72.7 4.6 1.8 59.7 - 9.5 25. 19.3 12.8 18.9 4.6 24.7 71.6 4.6 1.8 58.8 9.4 26. 19.0 12.5 18.7 4.5 24.4 70.5 4.5 1.8 57.8 9.3 27. 18.6 12.3 18.3 4.5 24.1 69.4 4.4 1.8 56.7 9.1 28. 18.2 12.1 18.1 4.4 23.8 68.3 4.4 1.7 55.8 8.9 29. 17.9 11.8 17.8 4.4 23.6 67.3 4.3 1.7 55.0 8.8 30. 17.6 11.6 17.6 4.4 23.4 66.3 4.3 1.7 54.3 8.7 31. 17.2 11.4 17.4 4.3 23.1 65.3 4.2 1.7 53.5 8.6 32. 16.9 11.2 17.1 4.3 22.8 64.3 4.1 1.6. 52.5 8.5 33. 16.6 11.0 16.8 4.3 22.6 63.3 4.1 1.6 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3.2 .0 .0 .0 4 59. .3 .2 .0 .0 .2 3.1 .0 .0 .0 5 0. .3 .2 .0 .0 .2 3.1 .0 .0 .0 5 1. .3 .2 .0 .0 .2 3.1 .0 .0 .0 5 2. .3 .2 .0 .0 .2 3.0 .0 .0 .0 5 3. .3 .2 .0 .0 .2 3.0 .0 .0 .0 5 4. .3 .2 .0 .0 .2 2.9 .0 .0 .0 5 5. .3 .2 .0 .0 .2 2.9 .0 .0 .0 5 6. .3 .2 .0 .0 .2 2.9 .0 .0 .0 5 7. .3 .2 .0 .0 .2 2.8 .0 .0 .0 5 B. .3 .2 .0 .0 .1 2.8 .0 .0 .0 5 9. .3 .2 .0 .0 .1 2.8 .0 .0 .0 5 10. .3 .2 .0 .0 .1 2.7 .0 .0 .0 5 11. .3 .2 .0 .0 .1 2.7 .0 .0 .0 5 12. .3 .2 .0 .0 .1 2.7 .0 .0 .0 5 13. .3 .2 .0 .0 .1 2.7 .0 .0 .0 1 ' 5 14. .3 .2 .0 .0 .1 2.6 .0 .0 .0 .0 5 15. .3 .2 .0 .0 .1 2.6 .0 .0 .0 .0 5 16. 2.6 .0 .0 .0 ' 5 17. .3 .2 .2 .2 .0 .0 .0 .0 .1 .1 2.5 .0 .0 .0 .0 .0 5 18. .2 .2 .0 .0 .1 2.5 .0 .0 .0 .0 5 19. .2 .2 .0 .0 .1 2.5 .0 .0 .0 .0 5 20. .2 .2 .0 .0 .1 2.4 .0 .0 .0 .0 5 21. .2 .2 .0 .0 .1 2.4 .0 .0 .0 .0 5 22. .2 .1 .0 .0 .1 2.4 .0 .0 .0 .0 5 23. .2 .1 .0 .0 .1 2.4 .0 .0 .0 .0 5 24. .2 .1 .0 .0 .1 2.3 .0 .0 .0 .0 5 25. .2 .1 .0 .0 .1 2.3 .0 .0 .0 .0 ' 5 26. .2 .1 .0 .0 .1 2.3 .0 .0 .0 .0 5 27. .2 .1 .0 .0 .1 2.3 .0 .0 .0 .0 5 28. .2 .1 .0 .0 .1 2.2 .0 .0 .0 .0 5 29. .2 .1 .0 .0 .1 2.2 .0 .0 .0 .0 5 30. .2 .1 .0 .0 .1 2.2 .0 .0 .0 .0 ' 5 31. .2 .1 .0 .0 .1 2.2 .0 .0 .0 .0 5 32. .2 .1 .0 .0 .1 2.1 .0 .0 .0 .0 5 33. .2 .1 .0 .0 .1 2.1 .0 .0 .0 .0 5 34. .2 .1 .0 .0 .1 2.1 .0 .0 .0 .0 ' 5 35. .2 .1 .0 .0 .1 2.1 .0 .0 .0 .0 5 36. .2 .1 .0 .0 .1 2.0 .0 .0 .0 .0 5 37. .2 .1 .0 .0 .1 2.0 .0 .0 .0 .0 5 38. .2 .1 .0 .0 .1 2.0 .0 .0 .0 .0 5 39. .2 .1 .0 .0 .1 2.0 .0 .0 .0 .0 ' 5 40. .2 .1 .0 .0 .1 1.9 .0 .0 .0 .0 5 41. .2 .1 .0 .0 .1 1.9 .0 .0 .0 .0 5 42. .1 .1 .0 .0 .1 1.9 .0 .0 .0 .0 5 43. .1 .1 .0 .0 .1 1.9 .0 .0 .0 .0 5 44. .1 .1 .0 .0 .1 1.8 .0 .0 .0 .0 5 45. .1 .1 .0 .0 .1 1.8 .0 .0 .0 .0 5 46. .1 .1 .0 .0 .1 1.8 .0 .0 .0 .0 5 47. .1 .1 .0 .0 .1 1.8 .0 � .0 .0 .0 ' 5 48. .1 .1 .0 .0 .1 1.8 .0 .0 .0 .0 5 49. .1 .1 .0 .0 .1 1.7 .0 .0 .0 .0 5 50. .1 .1 .0 .0 .1 1.7 .0 .0 .0 .0 5 51. .1 .1 .0 .0 .1 1.7 .0 .0 .0 .0 5 52. .1 .1 .0 .0 .1 1.7 .0 .0 .0 .0 5 53. .1 .1 .0 .0 .1 1.7 .0 .0 .0 .0 5 54. .1 .1 .0 .0 .1 1.6 .0 .0 .0 .0 5 55. .1 .1 .0 .0 .1 1.6 .0 .0 .0 .0 5 56. 1.6 .0 .0 .0 .0 ' 5 57. .1 .1 .1 .1 .0 .0 .0 .0 .1 .1 1.6 .0 .0 .0 .0 5 58. .1 .1 .0 .0 .1 1.6 .0 .0 .0 .0 5 59. .1 .1 .0 .0 .1 1.5 .0 .0 .0 .0 6 0. .1 .1 .0 .0 .1 1.5 .0 .0 .0 .0 6 1. .1 .1 .0 .0 .1 1.5 .0 .0 .0 .0 ' 6 2. .1 .1 .0 .0 .1 1.5 .0 .0 .0 .0 6 3. .1 .1 .0 .0 .1 1.5 .0 .0 .0 .0 6 4. .1 .1 .0 .0 .1 1.4 .0 .0 .0 .0 6 5. 1.4 .0 .0 .0 ' . 6 6. .1 .1 .1 .1 .0 .0 .0 .0 .1 .0 1.4 .0 .0 .0 .0 .0 6 7. .1 .1 .0 .0 .0 1.4 .0 .0 .0 .0 6 8. .1 .1 .0 .0 .0 1.4 .0 .0 .0 .0 6 9. .1 .1 .0 .0 .0 1.4 .0 .0 .0 .0 6 10. .1 .0 .0 .0 .0 1.3 .0 .0 .0 .0 ' 6 11. .1 .0 .0 .0 .0 1.3 .0 .0 .0 .0 6 12. .1 .0 .0 .0 .0 1.3 .0 .0 .0 .0 6 13. .1 .0 .0 .0 .0 1.3 .0 .0 .0 .0 6 14. .1 .0 .0 .0 .0 1.3 .0 .0 .0 .0 ' 6 15. .1 .0 .0 .0 .0 1.3 .0 .0 .0 .0 6 16. .1 .0 .0 .0 .0 1.2 .0 .0 .0 .0 6 17. .1 .0 .0 .0 .0 1.2 .0 .0 .0 .0 6 18. .1 .0 .0 .0 .0 1.2 .0 .0 .0 .0 6 19. .1 .0 .0 .0 .0 1.2 .0 .0 .0 .0 ' 6 20. .1 .0 .0 .0 .0 1.2 .0 .0 .0 .0 6 21. .1 .0 .0 .0 .0 1.2 .0 .0 .0 .0 6 22. .0 .0 .0 .0 .0 1.2 .0 .0 .0 .0 6 23. .0 .0 .0 .0 .0 1.1 .0 .0 .0 .0 ' 6 24. .0 .0 .0 .0 .0 1.1 .0 .0 .0 .0 6 25. .0 .0 .0 .0 .0 1.1 .0.0 .0 .0 6 26. .0 .0 .0 .0 .0 1.1 .0 ..0 .0 .0 6 27. .0 1.1 .0 .0 .0 .0 .0 .0 .0 .0 ' 6 28. .0 .0 .0 .0 .0 1.1 .0 .0 .0 .0 6 29. .0 .0 .0 .0 .0 1.1 .0 .0 .0 .0 6 30. .0 .0 .0 .0 .0 1.0 .0 .0 .0 .0 6 31. .0 .0 .0 .0 .0 1.0 .0 .0 .0 .0 ' 6 32. .0 .0 .0 .0 .0 1.0 .0 .0 .0 .0 6 33. .0 .0 .0 .0 .0 1.0 .0 .0 .0 .0 6 34. 1.0 .0 .0 .0 ' 6 35 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 1.0 .0 .0 .0 .0 .0 6 36: .0 .0 .0 .0 .0 1.0 .0 .0 .0 .0 6 37. .0 .0 .0 .0 .0 .9 .0 .0 .0 .0 6 38. .0 .0 A .0 A .9 .0 .0 .0 .0 6 39. .0 .0 .0 .0 .0 .9 .0 .0 .0 .0 ' 6 40. .0 .0 .0 .0 .0 .9 .0 .0 .0 .0 6 41. .0 .0 .0 .0 .0 .9 .0 .0 .0 .0 6 42. .0 .0 .0 .0 .0 .9 .0 .0 .0 .0 6 43. .0 .0 .0 .0 .0 .9 .0 .0 .0 .0 6 44. .0 .0 .0 .0 .0 .9 .0 .0 .0 .0 6 45. .0 .0 .0 .0 .0 .9 .0 .0 .0 .0 ' 6 46. .0 .0 .0 .0 .0 .8 .0 .0 .0 .0 6 47. A .0 A .0 .0 A .0 .0 .0 A, 6 48. .0 .0 .0 .0 .0 .8 .0 .0 .0 .0 ' 6 49. .0 .0 .0 .0 .0 .8 .0 .0 .0 .0 6 50. .0 .0 .0 .0 .0 .8 .0 .0 .0 .0 - 6 51. .0 .0 .0 .0 .0 .8 .0 .0 .0 .0 6 52. .0 .0 .0 .0 .0 .8 .0 .0 .0 .0 ' 6 53. .0 .0 .0 .0 .0 .8 .0 .0 .0 .0 6 54. .0 .0 .0 .0 .0 .7 .0 .0 .0 .0 6 55. .0 .0 .0 .0 .0 .7 .0 .0 .0 .0 6 56, .0 .0 .0 .0 J .0 .0 .0 .0 ' 6 57. .0 .0 .0 .0 .0 .0 .7 .0 .0 .0 .0 6 58. .0 .0 .0 .0 .0 .7 .0 .0 .0 .0 6 59. .0 .0 .0 .0 .0 .7 .0 ' .0 .0 .0 7 0. .0 .0 .0 .0 .0 .7 .0 .0 .0 .0 7 1. .0 .0 .0 .0 .0 .7 .0 .0 .0 .0 ' 7 2. .0 .0 .0 .0 .0 .7 .0 .0 .0 .0 7 3. .0 .0 .0 .0 .0 .7 .0 .0 .0 .0 7 4. .0 .0 .0 .0 .0 .6 .0 .0 .0 .0 7 5. .0 .0 .0 .6 .0 .0 .0 .0 ' 7 6. .0 .0 .0 .0 .0 .0 .0 .6 .0 .0 .0 .0 7 7. .0 .0 .0 .0 .0 .6 .0 .0 .0 .0 7 B. .0 .0 .0 .0 .0 .6 .0 .0 .0 .0 7 9. .0 .0 .0 .0 .0 .6 .0 .0 .0 .0 7 10. .0 .0 .0 .0 .0 .6 .0 .0 .0 .0 ' 7 11. .0 .0 .0 .0 .0 .6 .0 .0 .0 .0 7 12. .0 .0 .0 .0 .0 .6 .0 .0 .0 .0 7 13. .0 .0 .0 .0 .0 .6 .0 .0 .0 .0 7 14. .0 .0 .0 .0 ' 7 15. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .6 .5 .0 .0 .0 .0 7 16. .0 .0 .0 .0 .0 .5 .0 .0 .0 .0 7 17. .0 .0 .0 .0 .0 .5 .0 .0 .0 .0 7 18, .0 .0 .0 .0 A .5 A A 7 19. .0 .0 .0 .0 .0 .5 .0 .0 .0 .0 7 20. .0 .0 .0 .0 .0 .5 .0 .0 .0 .0 7 21. .0 .0 .0 .0 .0 .5 .0 .0 .0 .0 7 22. .0 .0 .0 .0 .0 .5 .0 .0 .0 .0 7 23. .0 .0 .0 .0 .0 .5 .0 .0 .0 .0 ' 7 24. .0 .0 .0 .0 .0 .5 .0 .0 .0 .0 7 25. .0 .0 .0 .0 .0 .5 .0 .0 .0 .0 7 26. .0 .0 .0 .0 .0 .5 .0 .0 .0 .0 7 27. A .0 A A .0 .4 .0 .0 .0 A 7 28. .0 .0 .0 .0 .0 .4 .0 .0 .0 .0 ' 7 29. .0 .0 .0 .0 .0 .4 .0 .0 .0 .0 7 30. .0 .0 .0 .0 .0 .4 .0 .0 .0 .0 7 31. .0 .0 .0 .0 .0 .4 .0 .0 .0 .0 7 32. .0 .0 .0 .0 .0 .4 .0 .0 .0 .0, ' 7 33. .0 .0 .0 .0 .0 .4 .0 .0 .0 .0 7 34. .0 .0 .0 .0 .0 .4 .0 .0 .0 .0 7 35. .0 .0 .0 .0 .0 .4 .0 .0 .0 .0 7 36, .0 .0 .0 .0 .4 A .0 .0 .0 ' 7 37. .0 .0 .0 .0 .0 .0 .4 .0 .0 .0 .0 7 38. .0 .0 .0 .0 .0 .4 .0 .0 .0 .0 7 39. .0 .0 .0 .0 .0 .4 .0 .0 .0 .0 7 40. .0 .0 .0 .0 �.0 .4 .0 .0 .0 .0 7 41. .0 .0 .0 .0 .0 .3 .0 .0 .0 .0 ' 7 42. .0 .0 .0 .0 .0 .3 .0 .0 .0 .0 7 43. .0 .0 .0 .0 .0 .3 .0 .0 .0 .0 7 44. .0 .0 .0 .0 .0 .3 .0 .0 .0 .0 7 45. .0 .0 .3 .0 .0 .0 .0 ' 7 46. .0 .0 .0 .0 .0 .0 .0 .0 .3 .0 .0 .0 .0 7 47. .0 .0 .0 .0 .0 .3 .0 .0 .0 .0 7 48. .0 .0 .0 .0 .0 .3 .0 .0 .0 .0 7 49, .0 .0 .11 .0 A .3 A .0 A .0 ' 7 50. .0 .0 .0 .0 .0 .3 .0 .0 .0 .0 7 51. .0 .0 .0 .0 .0 .3 .0 .0 .0 .0 7 52. ' 7 53. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .3 .3 .0 .0 .0 .0 .0 .0 .0 .0 7 54. .0 .0 .0 .0 .0 .3 .0 .0 .0 .0 - 7 55. .0 .0 .0 .0 .0 .3 .0 .0 .0 .0 7 56. .0 .0 .0 .0 .0 .3 .0 .0 .0 .0 7 57. .0 .0 .0 .0 .0 .2 .0 .0 .0 .0 7 58. .0 .0 .0 .0 .0 .2 .0 .0 .0 .0 7 59. .0 .0 .0 .0 .0 .2 .0 .0 .0 .0 8 0. .0 .0 .0 .0 .0 .2 .0 .0 .0 .0 8 1. .0 .0 .0 .0 .0 .2 .0 .0 .0 .0 ' 8 2. .0 .0 .0 .0 .0 .2 .0 .0 .0 .0 8 3. .0 .0 .0 .0 .0 .2 .0 .0 .0 .0 8 4. .0 .0 .0 .0 .0 .2 .0 .0• .0 .0 8 5. .0 .0 .0 .0 .0 .2 .0 .0 .0 .0 8 6. .0 .0 .0 .0 .0 .2 .0 .0 .0 .0 8 7. .0 .0 .0 .0 .0 .2 .0 .0 .0 .0 8 8. .0 .0 .0 .0 .0 .2 .0 .0 .0 .0 8 9. .0 .0 .0 .0 .0 .2 .0 .0 .0 .0 8 10. .0 .0 .0 .0 .0 .2 .0 .0 .0 .0 ' 8 11. .0 .0 .0 .0 .0 .2 .0 .0 .0 .0 8 12. .0 .0 .0 .0 .0 .2 .0 .0 .0 .0 8 13. .0 .0 .0 .0 .0 .2 .0 .0 .0 .0 8 14, .0 .0 .0 .0 .0 .2 .0 .0 .0 .0 8 15. .0 .0 .0 .0 .0 .2 .0 .0 .0 .0 ' 8 16. .0 .0 .0 .0 .0 .2 .0 .0 .0 .0 8 17. .0 .0 .0 .0 .0 .1 .0 .0 .0 .0 - 8 18. .0 .0 .0 .0 .0 .1 .0 .0 .0 .0 8 19. .0 .0 .0 .0 .0 .1 .0 .0 .0 .0 8 20. .0 .0 .0 .0 .0 .1 .0 .0 .0 .0 8 21. .0 .0 .0 .0 .0 .1 .0 .0 .0 .0 8 22. .0 .0 .0 .0 .0 .1 .0 .0 .0 - .0 8 23, .0 .0 .0 .1 .0 � .0 .0 .0 ' 8 24. .0 .0 .0 .0 .0 .0 .0 .1 .0 .0 .0 .0 8 25. .0 .0 .0 .0 .0 .1 .0 .0 .0 .0 8 26. .0 .0 .0 .0 .0 ..1 .0 .0 .0 .0 8 27. .0 .0 .0 .0 .0 .1 .0 .0 .0 .0 8 28. .0 .0 .0 .0 .0 .1 .0 .0 .0 .0 ' 8 29. .0 .0 .0 .0 .0 .1 .0 .0 .0 .0 8 30. .0 .0 .0 .0 .0 .1 .0 .0 .0 .0 8 31. .0 .0 .0 .0 .0 .1 .0 .0 .0 .0 8 32. .0 .0 .0 ' 8 33. .0 .0 .0 .0 .0 ..0 .0 .0 .0 .0 .1 .1 .0 .0 .0 .0 .0 8 34. .0 .0 .0 .0 .0 .1 .0 .0 .0 .0 8 35. .0 .0 .0 .0 .0 .1 .0 .0 .0 .0 8 36. .0 .0 .0 .0 .0 .1 .0 .0 .0 .0 8 37. .0 .0 .0 .0 .0 .1 .0 .0 .0 .0 8 38. .0 .0 .0 .0 .0 .1 .0 .0 .0 .0 8 39. .0 .0 .0 .0 .0 .1 .0 .0 .0 .0 8 40. .0 .0 .0 .0 .0 .1 .0 .0 .0 .0 8 41. .0 .0 .0 .0 .0 .1 .0 .0 .0 .0 ' 8 42. .0 .0 .0 .0 .0 .1 .0 .0 .0 .0 8 43. .0 .0 .0 .0 .0 .1 .0 .0 .0 .0 8 44. .0 .0 .0 .0 .0 .1 .0 - .0 .0 .0 8 45, .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 46. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 8 47. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 48. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 49. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 50. .0 _ .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 8 51. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 52. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 53. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 54, .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 55. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 8 56. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 57. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 58. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 59. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 9 0. .0 .0 .0 .0 .0 .0 .0 . .0 .0 .0 9 1. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 2. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 3. .0 .0 .0 .0 .0 ' 9 4. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 5. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 6. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 7. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 1 i' 9 8. .0 .0 .0 .0 .0 .0 .0 .I 9 9. .0 .0 .0 .0 .0 .0 .0 .1 9 10. .0 .0 .0 .0 .0 .0 .0 .I ' 9 11. .0 .0 .0 .0 .0 .0 .0 .1 9 12. .0 .0 .0 .0 .0 .0 .0 .1 9 13. .0 _ .0 .0 .0 .0 .0 .0 .1 9 14. .0 .0 .0 .0 .0 .0 .0 .1 9 15. .0 .0 .0 .0 .0 .0 .0 .1 9 16. .0 .0 .0 .0 .0 .0 .0 .1 -. 9 17. .0 .0 .0 .0 .0 .0 .0 .I 9 18. .0 .0 .0 .0 .0 .0 .0 .I 9 19. .0 .0 .0 .0 .0 .0 .0 .I ' 9 20. .0 .0 .0 .0 .0 .0 .0 .I 9 21. .0 .0 .0 .0 .0 .0 .0 .I 9 22. .0 .0 .0 .0 .0 .0 .0 .I 9 23. .0 .0 .0 .0 .0 .0 .I 9 24. .0 .0 .0 .0 .0 .0 .0 .I ' 9 25. .0 .0 .0 .0 .0 .0 .0 .I 9 26. .0 .0 .0 .0 .0 .0 .0 .I 9 27. .0 .0 .0 .0 .0 .0 .0 .I 9 28. .0 .0 .0 .0 .0 .0 .0 .I ' 9 29. .0 .0 .0 .0 .0 .0 .0 .I 9 30. .0 .0 .0 .0 .0 .0 .0 .I 9 31. .0 .0 .0 .0 .0 .0 .0 .I 9 32. .0 .0 .0 .0 .I 9 33. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .I 9 34. .0 .0 .0 .0 .0 .0 .0 .I 9 35. .0 .0 .0 .0 .0 .0 .0 .i 9 36. .0 .0 .0 .0 .0 .0 .0 .I 9 37. .0 .0 .0 .0 .0 .0 .0 .I ' 9 38. .0 .0 .0 .0 .0 .0 .0 .i 9 39. .0 .0 .0 .0 - .0 .0 .0 .1 9 40. .0 .0 .0 .0 .0 .0 .0 .i 9 41. .0 .0 ' 9 42. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .i 9 43. .0 .0 .0 .0 .0 .0 .0 .i _ 9 44. 0 .0 .0 .0 .0 .0 .0 .i 9 45. .0 .0 .0 .0 .0 .0 .0 .i 9 46. .0 .0 .0 .0 .0 .0 .0 .� ' 9 47. .0 .0 .0 .0 .0 .0 .0 .i 9 48. .0 .0 .0 .0 .0 .0 .0 .i 9 49. .0 .0 .0 .0 .0 .0 .0 .i 9 50. .0 .0 .0 .0 .0 .0 .0 .i ' 9 51. .0 .0 .0 .0 .0 .0 .0 .i 9 52. .0 .0 .0 .0 .0 .0 .0 .i 9 53. .0 .0 .0 .0 .0 .0 .0 .i 9 54. .0 .0 .0 .0 .0 .0 .0 .i 9 55. .0 .0 .0 .0 .0 .0 .0 9 56. .0 .0 .0 .0 .0 .0 .0 9 57. .0 .0 .0 .0 .0 .0 .0 9 58. .0 .0 .0 .0 .0 .0 .0 9 59. .0 .0 .0 .0 .0 .0 .0 ' .10 0. .0 .0 .0 .0 .0 .0 .0 ' McCLELLANDS BASIN MODEL (FULLY INTEGRATED) EXISTING CONDITIONS JUNE 26, 2000 ADOPTED 100-YEAR EVENT FILE: MMC2.100.DAT THE SEAR -BROWN GROUP. ' HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 10 SUBCATCHMENTS - AVERAGE VALUES WITHIN TIME INTERVALS TIME(HR/MIN) 316 340 371 401 402 403 404 405 406 407 ' 0 1. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 2. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 3. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 4. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 0 5. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 6. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 7.. .2 .1 .3 .1 .2 .3 .3 .4 .3 .2 ' 0 0 B. 9. 1.0 1.7 .5 1.1 1.1 2.2 .6 1.2 .9 1.9 1.0 2.0 1.2 2.2 1.4 2.4 1.0 2.0 1.0 1.9 0 10. 2.4 1.6 3.1 1.7 2.9 2.8 3.2 3.0 2.9 2.8 0 11. 3.0 2.2 4.1 2.3 4.1 3.7 4.3 3.4 3.9 3.7 0 12. 3.6 2.7 5.0 2.9 5.3 4.6 5.2 3.9 4.8 4.6 0 13. 3.9 3.2 5.7 3.3 6.3 5.2 6.0 4.1 5.5 5.3 0 14. 4.2 3.6 6.1 3.7 7.2 5.7 6.5 4.1 6.0 5.8 0 15. 4.3 3.9 6.4 3.9 8.0 6.0 6.9 4.2 6.4 6.2 ' 0 16. 5.0 4.5 7.5 4.5 9.4 7.0 8.0 5.0 7.4 7.2 0 17. 6.1 5.5 9.1 5.5 11.4 8.5 9.7 6.2 9.0 8.8 0 18. 6.8 6.2 10.2 6.2 13.1 9.5 10.9 6.8 10.1 9.9 0 19. 7.1 6.7 10.8 6.7 14.3 10.1 11.7 7.0 10.8 10.6 0 20. 7.3 7.1 11.2 7.0 15.2 10.5 12.1 7.0 11.3 11.1 0 21. 8.0 7.7 12.2 7.6 16.7 11.4 13.2 7.8 12.3 12.0 .- 0 22. 9.0 8.6 13.7 8.5 18.6 12.8 14.7 8.9 13.7 13.4 0 23. 9.7 9.3 14.7 9.1 20.1 13.8 15.9 9.4 14.8 14.5 0 24. 10.3 9.7 15.6 9.6 21.3 14.5 16.7 9.6 15.6 15.3 ' 0 25. 10.9 10.1 16.3 10.1 22.2 15.2 17.4 9.7 16.3 16.0 0 26. 14.2 12.3 20.5 12.5 26.8 19.0 21.8 13.0 20.4 19.8 0 27. 19.4 16.0 27.3 16.5 34.4 25.3 28.9 17.5 27.0 26.2 I' 0 0 28. 29. 22.8 25.3 - 18.4 20.0 31.8 34.9 19.3 21.4 40.1 44.4 29.5 32.3 33.6 36.7 18.8 19.1 31.4 34.6 30.6 33.7 0 30. 27.7 21.1 37.3 23.0 47.8 34.6 39.0 19.2 37.2 36.1 0 31. 36.1 25.8 47.1 29.0 58.6 43.5 48.9 25.6 46.7 45.3 0 32. 48.2 33.0 61.6 37.9 75.2 56.9 63.7 33.6 61.1 59.0 0 33. 56.2 37.2 70.2 43.9 86.9 64.9 72.3 34.8 70.1 67.8 ' 0 34. 63.0 39.5 76.0 48.5 95.3 70.4 77.7 34.9 76.5 73.9 0 35. 69.9 40.8 80.6 52.4 101.8 74.7 81.6 34.9 81.7 78.8 0 36. 67.6 35.5 72.6 49.3 94.6 67.5 72.5 26.0 74.9 72.2 . ' 0 0 37. 38. 61.7 61.6 27.4 23.4 59.6 54.2 42.8 40.5 80.0 72.6 55.6 50.5 58.2 51.9 16.7 15.0 62.9 57.9 60.4 55.4 0 39. 63.1 21.2 51.6 39.8 68.6 48.1 48.6 14.5 55.6 53.0 _ 0 40. 65.2 19.9 50.2 39.8 66.4 46.7 46.7 14.4 54.6 51.9 0 41. 65.3 17.8 46.5 38.6 62.2 43.4 42.7 12.3 51.4 48.7 0 42. 64.1 15.2 41.7 36.6 56.9 39.0 37.6 9.8 47.0 44.4 ' 0 43. 64.2 13.7 38.8 35.5 53.4 36.3 34.5 9.0 44.3 41.8 0 44. 64.8 12.7 36.8 34.9 50.9 34.5 32.5 8.7 42.5 40.0 0 45. 65.6 12.0 35.4 34.6 49.2 33.2 31.0 8.6 41.1 38.7 0 46. 65.2 10.9 32.7 33.5 46.3 30.8 28.4 7.5 38.6 36.3 ' 0 47. 63.9 9.4 29.5 31.9 42.7 27.8 25.2 6.0 35.5 33.2 0 48. 63.4 8.5 27.2 30.8 40.0 25.7 23.0 5.4 33.2 31.0 0 49. 63.1 7.8 25.5 29.9 37.9 24.1 21.4 5.2 31.5 29.4 0 50. 62.9 7.4 24.2 29.3 36.2 22.9 20.2 5.1 30.1 28.0 0 51. 62.6 6.9 22.8 28.5 34.5 21.6 18.9 4.8 28.6 26.6 ' 0 52. 62.1 6.4 21.4 27.7 32.8 20.3 17.7 4.4 27.1 25.2 0 53. 61.8 6.1 20.3 27.0 31.4 19.3 16.7 4.3 25.9 24.1 0 54. 61.5 5.8 19.4 26.5 30.2 18.4 15.9 4.2 24.9 23.1 0 55. 61.3 5.6 18.6 26.0 29.2 17.7 15.3 4.2 24.0 22.3 ' 0 56. 60.9 5.4 17.8 25.4 28.1 16.9 14.6 4.0 23.0 21.4 0 57. 60.4 5.1 16.9 24.7 27.0 16.1 13.8 3.8 22.0 20.4 0 58. 60.0 5.0 16.2 24.2 26.1 15.4 13.2 3.7 21.2 19.6 0 59. 59.6 4.8 15.6 23.7 25.2 14.8 12.8 3.6 20.4 18.9 1 0. 59.3 4.7 15.0 23.2 24.5 14.3 12.4 3.6 19.8 18.3 1 1. 58.9 4.6 14.5 22.8 23.7 13.8 11.9 3.5 19.1 17.7 1 2. 58.5 4.5 14.0 22.3 23.0 13.3 11.5 3.4 18.5 17.1 1 3. 58.1 4.4 13.6 21.9 22.4 12.9 11.2 3.4 17.9 16.6 1 4. 57.8 4.3 13.2 21.5 21.8 12.5 10.9 3.4 17.4 16.2 ' 1 S. 57.4 4.2 12.8 21.1 21.3 12.2 10.7 3.4 17.0 15.7 1 6. 57.1 4.2 12.5 20.7 20.8 11.9 10.4 3.3 16.5 15.3 1 7. 56.7 4.1 12.1 20.3 20.3 11.5 10.1 3.3 16.0 14.9 1 8. 56.3 4.0 11.8 19.9 19.8 11.2 9.9 3.2 15.6 14.5 ' 1 9. 55.9 4.0 11.5 19.6 19.4 11.0 9.7 3.2 15.2 14.2 1 10. 55.6 3.9 11.3 19.3 19.0 10.8 9.5 3.2 14.9 13.8 1 11. 55.2 3.9 11.0 18.9 18.6 10.5 9.3 3.1 14.6 13.5 1 12. 54.8 3.8 10.8 18.6 18.2 10.2 9.1 3.1 - 14.2 13.2 1 13. 54.4 3.8 10.5 18.3 17.8 10.0 8.9 3.1 13.9 12.9 ' 1 14. 54.0 3.7 10.3 18.0 17.5 9.8 8.8 3.1 13.6 12.6 1 15. 53.7 3.7 10.1 17.7 17.2 9.7 8.7 3.0 13.3 12.4 1 16. 53.3 3.7 9.9 17.4 16.8 9.5 8.5 3.0 13.0 12.1 1 17. 52.9 3.6 9.7 17.1 16.5 9.2 8.3 3.0 12.7 11.9 ' 1 18. 52.5 3.6 9.5 16.8 16.2 9.1 8.2 2.9 12.5 11.6 1 19. 52.1 3.5 9.4 16.6 15.9 8.9 8.1 2.9 12.2 11.4 1 20. 51.8 3.5 9.2 16.3 15.6 8.8 8.0 2.9 12.0 11.2 1 21. 51.4 3.5 9.0 16.1 15.4 8.6 7.9 2.9 11.8 11.0 1 22. 51.0 3.4 8.9 15.8 15.1 8.5 7.7 2.8 11.6 10.8 ' 1 23. 50.6 3.4 8.7 15.5 14.8 8.3 7.6 2.8 11.4 10.6 1 24. 50.3 3.4 8.6 15.3 14.6 8.2 7.5 2.8 11.2 10.4 1 25. 49.9 3.3 8.5 15.1 14.4 8.1 7.4 2.8 11.0 10.3 1 26. 49.5 3.3 8.4 14.9 14.2 7.9 7.3 2.8 10.8 10.1 ' 1 27. 49.1 3.3 8.2 14.6 13.9 7.8 7.2 2.7 10.6 9.9 1 28. 48.8 3.3 8.1 14.4 13.7 7.7 7.1 2.7 10.4 9.7 1 29. 48.4 3.2 8.0 14.2 13.5 7.6 7.1 2.7 10.3 9.6 1 30. 48.1 3.2 7.9 14.0 13.3 7.5 7.0 2.7 10.1 9.5 ' 1 31. 47.7 3.2 7.8 13.8 13.1 7.4 6.9 2.7 10.0 9.3 1 32. 47.3 3.1 7.6 13.6 12.9 7.3 6.8 2.6 9.8 9.1 . 1 33. 46.9 3.1 7.5 13.4 12.7 7.2 6.7 2.6 9.6 9.0 ' 1 34. 46.6 3.1 7.4 13.2 12.6 7.1 6.6 2.6 9.5 8.9 1 35. 46.2 3.1 7.3 13.0 12.4 7.0 6.6 2.6 9.4 8.8 1 36. 45.9 3.0 7.2 12.8 12.2 6.9 6.5 2.6 9.2 8.6 1 37. 45.5 3.0 7.1 12.6 12.0 6.8 6.4 2.5 9.1 8.5 1 38. 45.1 3.0 7.0 12.4 11.9 6.7 6.3 2.5 8.9 8.4 1 39. 44.8 3.0 6.9 12.3 11.7 6.6 6.3 2.5 8.8 8.2 - 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"6.1 .0 .0 .4 .1 .0 .0 .0 .0 .0 5 9. 6.0 .0 .0 .4 .1 .0 .0 .0 .0 .0 5 10. 6.0 .0 .0 .4 .1 .0 .0 .0 .0 .0 5 11, 5.9 A A .0 A A 5 12. 5.9 .0 .0 .0 .0 .4 .4 .1 .1 .0 .0 .0 .0 .0 5 13. 5.8 .0 .0 .4 .0 .0 .0 .0 .0 .0 5 14. 5.8 .0 .0 .4 .0 .0 .0 .0 .0 .0 5 15. 5.8 .0 .0 .4 .0 .0 .0 .0 .0 .0 5 16. 5.7 .0 .0 .4 .0 .0 .0 .0 .0 .0 ' 5 17. 5.7 .0 .0 .4 .0 .0 .0 .0 .0 .0 5 18. 5.6 .0 .0 .4 .0 .0 .0 .0 .0 .0 5 19.. 5.6 .0 .0 .4 .0 .0 .0 .0 .0 .0 5 20. 5.5 .0 .0 .4 .0 .0 .0 .0 .0 .0 ' 5 21. 5.5 .0 .0 .4 .0 .0 .0 .0 .0 .0 5 22. 5.5 .0 .0 .3 .0 .0 .0 .0 .0 .0 5 23. 5.4 .0 .0 .3 .0 .0 .0 .0 .0 .0 5 24, 5A .0 .0 .3 A A .0 .0 A .0 ' 1 5 25. 5.3 .0 .0 .3 .0 .0 .0 .0 .0 .0 5 26. 5.3 .0 .0 .3 .0 .0 .0 .0 .0 .0 _-' 5 27. 5.3 .0 .0 .3 .0 .0 .0 .0 .0 .0 5 28. 5.2 .0 .0 .3 .0 .0 .0 .0 .0 .0 5 29. 5.2 .0 .0 .3 .0 .0 .0 .0 .0 .0 5 30. 5.2 .0 .0 .3 .0 .0 .0 .0 .0 .0 5 31. 5.1 .0 .0 .3 .0 .0 .0 .0 .0 .0 5 32. 5.1 .0 .0 .3 .0 .0 .0 .0 .0 .0 5 33. 5.0 .0 .0 .3 .0 .0 .0 .0 .0 .0 5 34. 5.0 .0 .0 .3 .0 .0 .0 .0 .0 .0 5 35. 5.0 .0 .0 .3 .0 .0 .0 .0 .0 .0 5 36. 4.9 .0 .0 .3 .0 .0 .0 .0 .0 .0 5 37. 4.9 .0 .0 .3 .0 .0 .0 .0 .0 .0 5 38. 4.9 .0 .0 .3 .0 .0 .0 .0 .0 .0 5 39. 4.8 .0 .0 .3 .0 .0 .0 .0 .0 .0 5 40. 4.8 .0 .0 .3 .0 .0 .0 .0 .0 .0 ' 5 41. 4.8 .0 .0 .3 .0 .0 .0 .0 .0 .0 5 42. 4.7 .0 .0 .3 .0 .0 .0 .0 .0 .0 5 43. 4.7 .0 .0 .3 .0 .0 .0 .0 .0 .0 5 44. 4.7 .0 .0 .3 .0 .0 .0 .0 .0 .0 5 45. 4.6 .0 .0 .3 .0 .0 .0 .0 .0 .0 ' 5 46. 4.6 .0 .0 .3 .0 .0 .0 .0 .0 .0 5 47. 4.6 .0 .0 .3 .0 .0 .0 .0 .0 .0 5 48. 4.5 .0 .0 .2 .0 .0 .0 .0 .0 .0 5 49. 4.5 .0 .0 .0 .0 5 50. 4.5 .0 .0 .0 .0 .2 .2 .0 .0 .0 .0 .0 .0 .0 .0 5 51. 4.4 .0 .0 .2 .0 .0 .0 .0 .0 .0 5 52. 4.4 .0 .0 .2 .0 .0 .0 .0 .0 .0 5 53. 4.4 .0 .0 .2 .0 .0 .0 .0 .0 .0 5 54. 4.3 .0 .0 .2 .0 .0 .0 .0 .0 .0 5 55. 4.3 .0 .0 .2 .0 .0 .0 .0 .0 .0 5 56. 4.3 .0 .0 .2 .0 .0 .0 .0 .0 .0 5 57. 4.2 .0 .0 .2 .0 .0 .0 .0 .0 .0 5 58. 4.2 ' .0 .0 .0 .0 .0 .2 .0 .0 .0 ' 5 59. 4.2 .0 .0 .2 .0 .0 .0 .0 .0 .0 6 0. 4.2 .0 .0 .2 .0 .0 .0 .0 .0 .0 6 1. 4.1 .0 .0 .2 .0 .0 .0 .0 .0 .0 6 2. 4.1 .0 .0 .2 .0 .0 .0 .0 .0 .0 6 3. 4.1 .0 .0 .2 .0 .0 .0 .0 .0 .0 ' 6 4. 4.0 .0 .0 .2 .0 .0 .0 .0 .0 .0 6 5. 4.0 .0 .0 .2 .0 .0 .0 .0 .0 .0 6 6. 4.0 .0 .0 .2 .0 .0 .0 .0 .0 .0 6 7. 4.0 .0 .0 .2 .0 .0 .0 .0 .0 .0 ' 6 8. 3.9 .0 .0 .2 .0 .0 .0 .0 .0 .0 6 9. 3.9 .0 .0 .2 .0 .0 .0 .0 .0 .0 6 10. 3.9 .0 .0 .2 .0 .0 .0 .0 .0 .0 6 11. 3.8 .0 .0 .2 .0 .0 .0 .0 .0 .0 6 12. 3.8 .0 .0 .2 .0 .0 .0 .0 .0 .0 ' 6 13. 3.8 .0 .0 .2 .0 .0 .0 .0 .0 .0 6 14. 3.8 .0 .0 .2 .0 .0 .0 .0 .0 .0 6 15. 3.7 .0 .0 .2 .0 .0 .0 .0 .0 .0 6 16. 3.7 .0 .0 .2 .0 .0 .0 .0 .0 .0 ' 6 17. 3.7 .0 .0 .2 .0 .0 .0 .0 .0 .0 6 18. 3.7 .0 .0 .2 .0 .0 .0 .0 .0 .0 6 19. 3.6 .0 .0 .2 .0 .0 .0 .0 .0 .0 6 20. 3.6 .0 .2 .0 .0 .0 .0 .0 .0 6 21. 3.6 .0 .0 .0 .2 .0 .0 .0 .0 .0 .0 ' 6 22. 3.6 .0 .0 .2 .0 .0 .0 .0 .0 .0 6 23. 3.5 .0 .0 .2 .0 .0 .0 .0 .0 .0 6 24. 3.5 .0 .0 .2 .0 .0 .0 .0 .0 .0 6 25. 3.5 .0 .0 .1 .0 .0 .0 .0 .0 .0 ' 6 26. 3.5 .0 .0 .1 .0 .0 .0 .0 .0 .0 6 27. 3.4 .0 .0 .1 .0 .0 .0 .0 .0 .0 6 28. 3.4 .0 .0 .1 .0 .0 .0 .0 .0 .0 6 29. 3.4 .0 .0 .0 .0 .0 .0 t 6 30. 3.4 .0 .0 .0 .0 .1 .1 .0 .0 .0 .0 .0 .0 6 31. 3.3 .0 .0 .1 .0 .0 .0 .0 .0 .0 6 32. 3.3 .0 .0 .1 .0 .0 .0 .0 .0 .0 6 33. 3.3 .0 .0 .1 .0 .0 .0 .0 .0 .0 6 34. 3.3 .0 .0 .1 .0 .0 .0 .0 .0 .0 ' 6 35. 3.3 .0 .0 .1 .0 .0 .0 .0 .0 .0 6 36. 3.2 .0 .0 .1 .0 .0 .0 .0 .0 .0 6 37.. 3.2 .0 .0 .1 .0 .0 .0 .0 .0 .0 6 38. 3.2 .0 .0 .1 .0 .0 .0 .0 .0 .0 ' 6 39. 3.2 .0 .0 .1 .0 .0 .0 .0 .0 .0 6 40. 3.1 .0 .0 .1 .0 .0 .0 .0 .0 .0 6 41. 3.1 .0 .0 .1 .0 .0 .0 .0 .0 .0 6 42. 3.1 .0 .0 .1 .0 .0 .0 .0 .0 .0 ' ! ' 6 43. 3.1 .0 .0 .1 .0 .0 .0 .0 .0 6 44. 3.1 .0 .0 .1 .0 .0 .0 .0 .0 6 45. 3.0 .0 .0 .1 .0 .0 .0 .0 .0 ' 6 46. 3.0 .0 .0 .1 .0 .0 .0 .0 .0 ( 6 47. 3.0 .0 .0 .1 .0 .0 .0 .0 .0 6 48. 3.0 .0 .0 .1 .0 .0 .0 .0 .0 6 49. 3.0 .0 .0 .1 .0 .0 .0 .0 .0 ._. ' 6 50. 2.9 .0 . .0 .1 .0 .0 .0 .0 .0 6 51. 2.9 .0 .0 .1 .0 .0 .0 .0 .0 .. 6 52. 2.9 .0 .0 .1 .0 .0 .0 .0 .0 6 53. 2.9 .0 .0 .1 .0 .0 .0 .0 .0 6 54. 2.9 .0 .0 .1 .0 .0 .0 .0 .0 ' 6 55. 2.8 .0 .0 .1 .0 .0 .0 .0 .0 6 56. 2.8 .0 .0 .1 .0 .0 .0 .0 .0 6 57. 2.8 .0 .0 .1 .0 .0 .0 .0 .0 6 58. 2.8 .0 .0 .0 ' 6 59. 2.8 .0 .0 .0 .0 .1 .1 .0 .0 .0 .0 .0 .0 .0 7 0. 2.7 .0 .0 .1 .0 .0 .0 .0 .0 7 1. 2.7 .0 .0 .1 .0 .0 .0 .0 .0 7 2. 2.7 .0 .0 .1 .0 .0 .0 .0 .0 7 3. 2.7 .0 .0 .1 .0 .0 .0 .0 .0 ' 7 4. 2.7 .0 .0 .1 .0 .0 .0 .0 .0 7 5. 2.6 .0 .0 .1 .0 .0 .0 .0 .0 7 6. 2.6 .0 .0 .1 .0 .0 .0 .0 .0 7 7. 2.6 . .0 .0 .1 .0 .0 .0 .0 .0 ' 7 8. 2.6 .0 .0 .1 .0 .0 .0 .0 .0 7 9. 2.6 .0 .0 .1 .0 .0 .0 .0 .0 7 10. 2.6 .0 .0 .1 .0 .0 .0 ! .0 .0 7 11. 2.5 .0 .0 .1 .0 .0 .0 .0 .0 7 12. 2.5 .0 .0 .1 .0 .0 .0 .0 .0 ' 7 13. 2.5 .0 .0 .1 .0 .0 .0 .0 .0 7 14. 2.5 .0 .0 .1 .0 .0 .0 .0 .0 7 15. 2.5 .0 .0 .1 .0 .0 .0 .0 .0 7 16. 2.5 .0 .0 .1 .0 .0 .0 .0 .0 ' 7 17. 2.4 .0 .0 .1 .0 .0 .0 .0 .0 7 18. 2.4 .0 .0 .1 .0 .0 .0 .0 .0 7 19. 2.4 .0 .0 .1 .0 .0 .0 .0 .0 7 20, 2.4 .0 .0 .1 .0 .0 .0 .0 .0 7 21. 2.4 .0 .0 .1 .0 .0 .0 .0 .0 ' 7 22. 2.4 .0 .0 .1 .0 .0 .0 .0 .0 7 23. 2.3 .0 .0 .1 .0 .0 .0 .0 .0 7 24. 2.3 .0 .0 .1 .0 .0 .0 .0 .0 7 25. 2.3 .0 .0 .1 .0 .0 .0 .0 .0 ' 7 26. 2.3 .0 .0 .0 .0 .0 .0 .0 .0 7 27. 2.3 .0 .0 .0 .0 .0 .0 .0 .0 7 28. 2.3 .0 .0 .0 .0 .0 .0 .0 .0 7 29. 2.2 .0 .0 .0 .0 .0 .0 .0 .0 7 30. 2.2 .0 .0 .0 .0 .0 .0 .0 .0 ' 7 31. 2.2 .0 .0 .0 .0 .0 .0 .0 .0 7 32. 2.2 .0 .0 .0 .0 .0 .0 .0 .0 7 33. 2.2 .0 .0 .0 .0 .0 .0 .0 .0 7 34. 2.2 .0 .0 .0 .0 .0 .0 .0 .0 ' 7 35. 2.2 .0 .0 .0 .0 .0 .0 .0 .0 7 36. 2.1 .0 .0 .0 .0 .0 .0 .0 .0 7 37. 2.1 .0 .0 .0 .0 .0 .0 .0 .0 7 38. 2.1 .0 .0 .0 .0 .0 ' 7 39. 2.1 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 7 40. 2.1 .0 .0 .0 .0 .0 .0 .0 .0 7 41. 2.1 .0 .0 .0 .0 .0 .0 .0 .0 7 42. 2.1 .0 .0 .0 .0 .0 .0 .0 .0 7 43. 2.0 .0 .0 .0 .0 .0 .0 .0 .0 ' 7 44. 2.0 .0 .0 .0 .0 .0 .0 .0 .0 7 45. 2.0 .0 .0 .0 .0 .0 .0 .0 .0 7 46. 2.0 .0 .0 .0 .0 .0 .0 .0 .0 7 47. 2.0 .0 ' 7 48. 2.0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 -.0 .0 7 49. 2.0 .0 .0 .0 .0 .0 .0 .0 .0 7 50. 1.9 .0 .0 .0 .0 .0 .0 .0 .0 7 51. 1.9 .0 .0 .0 .0 .0 .0 .0 .0 7 52. 1.9 .0 .0 .0 .0 .0 .0 .0 .0 ' 7 53. 1.9 .0 .0 .0 .0 .0 .0 .0 .0 7 54. 1.9 .0 .0 .0 .0 .0 .0 .0 .0 7 55. 1.9 .0 .0 .0 .0 .0 .0 .0 .0 7 56. 1.9 .0 .0 .0 .0 .0 .0 .0 .0 ' 7 57. 1.9 .0 .0 .0 .0 .0 .0 .0 .0 7 58. 1.8 .0 .0 .0 .0 .0 .0 .0 .0 7 59. 1.8 .0 .0 .0 .0 .0 .0 .0 .0 11 0. 1.8 .0 .0 .0 .0 .0 .0 .0 .0 ' 8 1. 1.8 .0 ..0 .0 .0 .0 .0 .0 .0 .0 8 2. 1.8 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 3. 1.8 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 4. 1.8 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 5. 1.8 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 6. 1.7 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 7. 1.7 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 8. 1.7 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 9. 1.7 .0 .0 .0 .0 .0 .0 .0 .0 .0 - 8 10. 1.7 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 11. 1.7 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 12. 1.7 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 8 13. 1.7 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 14. 1.6 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 15. 1.6 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 16. 1.6 .0 A .0 ' 8 17. 1.6 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 18. 1.6 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 19. 1.6 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 20. 1.6 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 21. 1.6 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 22. 1.6 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 23. 1.5 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 24. 1.5 .0 .0 .0 .0 .0 .0 .0 .0 .0 -' 8 25. 1.5 .0 8 26. 1.5 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 27. 1.5 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 28. 1.5 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 29. 1.5 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 30. 1.5 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 8 31. 1.5 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 32. 1.5 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 33. 1.4 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 34. 1.4 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 8 35. 1.4 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 36. 1.4 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 37. 1.4 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 38. 1.4 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 39. 1.4 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 8 40. 1.4 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 41. 1.4 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 42. 1.4 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 43. 1.3 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 8 44. 1.3 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 45. 1.3 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 46. 1.3 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 47. 1.3 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 48. 1.3 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 8 49. 1.3 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 50. 1.3 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 51. 1.3 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 52. 1.3 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 8 53. 1.2 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 54. 1.2 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 55. 1.2 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 56. 1.2 .0 .0 .0 .0 .0 .0 .0 8 57. 1.2 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 58. 1.2 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 59. 1.2 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 0. 1.2 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 1. 1.2 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 9 2. 1.2 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 3. 1.2 .0 .0 . .0 .0 .0 .0 .0 .0 .0 9 . 4. 1.2 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 5. 1.1 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 9 6. 1.1 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 7. 1.1 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 8. 1.1 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 9. 1.1 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 10. 1.1 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 9 11. 1.1 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 12. 1.1 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 13.. 1.1 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 14. 1.1 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 15. 1.1 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 16. 1.1 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 17. 1.0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 18. 1.0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 9 19. 1.0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 20. 1.0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 21. 1.0 .0 .0 .0. .0 .0 .0 .0 .0 .0 ' 9 22. 1.0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 23. 1.0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 24. 1.0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 25. 1.0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 26. 1.0 .0 .0 .0 .0 .0 .0 .0 .0 A 9 27. 1.0 .0 .0 .0 .0 .0 .0 .0 .0 .0 -- 9 28. 1.0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 29. 1.0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 30. .9 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 31. .9 .0 .0 .0 .0 .0 .0 '.0 .0 .0 9 32. .9 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 33. .9 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 34. .9 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 9 35. .9 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 36. .9 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 37. .9 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 38. .9 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 39. .9 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 9 40. .9 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 41. .9 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 42. .9 .0 .0 . .0 .0 .0 .0 .0 .0 .0 9 43. .0 .0 .0 .0 9 44. .9 .9 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 45. .8 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 46. .8 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 47. .8 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 48. .8 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 9 49. .8 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 50. .8 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 51. .8 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 52. .8 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 9 53. .8 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 54. .8 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 55. .8 .0 .0 - .0 .0 .0 .0 .0 .0 .0 9 56. .8 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 57. .8 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 9 58. .8 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 59. .8 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 10 0. .8 .0 .0 .0 .0 .0 .0 .0 .0 .0 McCLELLANDS BASIN MODEL (FULLY INTEGRATED) EXISTING CONDITIONS JUNE 26, 2000 ADOPTED 101-YEAR EVENT FILE: MMC2-1O1.DAT THE SEAR -BROWN GROUP. ' HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 10 SUBCATCHMENTS - AVERAGE VALUES WITHIN TIME INTERVALS ' TIME(HR/MIN) 408 500 501 502 505 506 508 509 510 511 0 1. .0 .0 .0 .0 .0 ' 0 2. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 3. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 4. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 5. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 6. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 0 7. .3 .3 .3 .3 .6 .2 .3 .1 .2 .4 0 8. 1.2 1.0 .8 .9 2.2 .6 1.0 .5 .6 1.4 0 9. 1.8 1.3 1.0- 1.0 3.2 .8 1.3 .7 .9 2.0 0 10, 2.0 1.5 1.1 1.0 3.6 1.5 .7 1.0 2.2 ' 0 11. 2.3 1.6 1.2 1.1 4.0 .8 .9 1.6 .8 1.1 2.4 0 12. 2.5 1.8 1.2 1.2 4.4 1.0 1.7 .9 1.2 2.5 0 13. 2.6 1.8 1.3 1.2 4.5 1.0 1.8 .9 1.2 2.6 0 14. 2.6 1.8 1.3 1.2 4.5 1.0 1.8 .9 1.2 2.6 0 15. 2.6 1.8 1.3 1.2 4.5 1.0 1.8 .9 1.2 2.6 0 16. 3.2 2.3 1.6 1.6 5.6 1.3 2.2 1.1 1.5 3.3 0 17. 4.0 2.9 2.1 2.0 7.1 1.6 2.8 1.4 1.9 4.2 0 18. 4.3 3.0 2.1 2.0 7.5 1.7 2.9 1.5 2.0 4.4 0 19. 4.3 3.0 2.1 2.0 7.5 1.7 3.0 1.5 2.0 4.4 0 20. 4.4 3.0 2.1 2.0 7.6 1.7 3.0 1.5 2.0 4.4 0 21. 4.9 3.5 2.5 2.4 8.6 1.9 3.4 1.7 2.3 5.0 0 22. 5.8 4.2 3.1 3.0 10.2 2.4 4.1 2.1 2.8 6.1 0 23. 6.4 4.7 3.5 3.6 11.4 2.8 4,6 2.3 3.1 6.8 ' ' 0 24. 7.1 5.3 4.1 4.4 12.7 3.2 5.2 2.6 3.5 7.7 0 25. 7.8 6.0 4.8 5.3 14.1 3.7 5.9 3.0 4.0 8.7 0 26. 11.3 8.9 7.4 8.4 20.8 5.7 8.7 4.4 6.0 13.0 0 27. 16.3 12.9 10.8 12.3 30.1 8.4 12.7 6.4 8.7 18.8 0 28. 19.2 15.4 13.0 15.1 35.6 10.1 15.1 7.6 10.3 22.4 0 29. 22.2 18.1 15.6 18.6 41.5 12.2 17.8 9.0 12.1 26.3 0 30. 25.5 21.1 18.4 22.1 48.0 14.4 20.7 10.4 14.1 30.7 0 31. 35.0 29.1 25.5 30.4 66.0 19.9 28.6 14.4 19.5 42.3 0 32. 47.4 39.4 34.4 40.9 89.5 26.9 38.7 19.5 26.4 57.3 ., 0 33. 56.0 46.8 41.2 49.2 106.0 32.1 46.0 23.2 31.3 68.1 0 34. 65.2 55.1 48.8 58.4 124.1 38.1 54.1 27.3 36.9 80.1 0 35. 74.9 63.7 56.5 67.3 143.0 44.1 62.5 31.6 42.6 92.6 ' 0 36. 75.5 64.6 57.5 68.4 144.7 44.9 63.5 32.0 43.3 94.0 0 37. 72.8 62.8 56.0 66.0 140.0 43.7 61.7 31.1 42.0 91.2 ' 0 38. 74.9 64.5 57.0 66.2 144.1 44.5 63.3 32.0 43.2 93.7 0 39, 77.3 66.1 57.8 65.9 148.3 45.1 64.9 32.8 44.2 96.1 ' 0 40. 79.7 67.6 58.6 65.8 152.4 45.7 66.5 33.5 45.3 98.4 0 41. 79.5 67.1 57.5 63.6 151.6 44.9 65.9 33.3 44.9 97.5 0 42. 78.0 65.5 55.6 60.5 148.5 43.4 64.3 32.5 43.8 95.2 0 43. 77.8 64.8 54.5 58.4 147.6 42.6 63.7 32.1 43.4 94.3 0 44. 77.7 64.3 53.5 56.5 147.1 41.8 63.2 31.9 43.1 93.5 0 45. 77.8 63.9 52.5 54.7 146.6 41.0 62.7 31.6 42.8 92.9 0 46. 76.3 62.2 50.6 52.0 143.4 39.6 61.1 30.8 41.6 90.5 0 47. 74.1 60.0 48.2 48.8 138.8 37.7 58.9 29.7 40.1 87.2 ' 0 0 48. 49. 72.6 71.3 58.3 56.8 46.4 44.8 46.3 44.1 135.5 132.6 36.3 35.0 57.3 55.8 28.9 28.1 39.0 38.0 84.8 82.6 0 50. 70.1 55.5 43.3 42.1 130.0 33.9 54.5 27.5 37.1 80.6 0 51. 68.6 53.9 41.7 40.0 126.9 32.6 52.9 26.7 36.1 78.4 0 52. 67.1 52.3 40.0 38.0 123.5 31.3 51.3 25.9 35.0 76.0 0 53. 65.7 50.8 38.6 36.2 120.6 30.2 49.9 25.2 34.0 73.9 ' 0 54. 64.4 49.5 37.2 34.6 117.8 29.1 48.6 24.5 33.1 71.9 0 55. 63.2 48.2 36.0 33.1 115.2 28.2 47.4 23.9 32.3 70.1 0 56. 61.8 46.9 34.7 31.6 112.4 27.1 46.0 23.2 31.4 68.1 0 57. 60.3 45.5 33.4 30.1 109.5 26.1 44.7 22.5 30.4 66.1 ' 0 58. 59.0 44.2 32.2 28.8 106.8 25.2 43.4 21.9 29.6 64.3 0 59. 57.8 43.1 31.1 27.7 104.3 24.4 42.3 21.3 28.8 62.6 1 0. 56.7 41.9 30.1 26.6 101.9 23.6 41.2 20.8 28.1 61.0 1 1. 55.5 40.8 29.1 25.5 99.5 22.8 40.1 20.2 27.3 59.4 1 2. 54.3 39.7 28.2 24.5 97.2 22.1 39.0 19.7 26.6 57.8 ' 1 3. 53.2 38.7 27.3 23.6 94.9 21.4 38.0 19.2 25.9 56.3 1 4. 52.2 37.8 26.4 22.7 92.9 20.7 37.1 18.7 25.3 54.9 1 5. 51.1 36.9 25.7 21.9 90.9 20.1 36.2 18.2 24.7 53.6 1 6. 50.1 36.0 24.9 21.2 88.8 19.5 35.3 17.8 24.1 52.3 t 1 7. 49.1 35.0 24.1 20.4 86.8 18.9 34.4 17.3 23.5 50.9 1 8. 48.1 34.2 23.5 19.8 85.0 18.4 33.6 16.9 22.9 49.7 1 9. 47.2 33.4 22.8 19.1 83.2 17.9 32.8 16.5 22.4 48.6 1 10. 46.4 32.7 22.2 18.5 81.5 17.4 32.1 16.1 21.9 47.5 1 11. 45.5 31.9 21.6 18.0 79.8 16.9 31.3 15.8 21.3 46.4 ' 1 12. 44.6 31.2 21.0 17.4 78.1 16.4 30.6 15.4 20.8 45.3 1 13. 43.8 30.5 20.4 16.9 76.5 16.0 29.9 15.1 20.4 44.3 1 14. 43.0 29.8 19.9 16.4 74.9 15.6 29.2 14.7 19.9 43.3 1 15. 42.2 29.2 19.4 16.0 73.5 15.2 28.6 14.4 19.5 42.4 ' 1 16. 41.4 28.5 18.9 15.5 72.0 14.8 28.0 14.1 19.1 41.5 1 17. 40.6 27.9 18.4 15.1 70.5 14.5 27.4 13.8 18.7 40.5 1 18. 39.9 27.3 18.0 14.7 69.1 14.1 26.8 13.5 18.3 39.7 1 19, 39.2 26.7 17.6 14.3 67.8 13.8 26.2 13.2 17.9 38.8 1 20. 38.5 26.2 17.2 13.9 66.6 13.5 25.7 12.9 17.5 38.1 ' 1 21. 37.9 25.6 16.8 13.6 65.3 13.1 25.2 12.7 17.2 37.3 1 22. 37.2 25.1 16.4 13.2 64.0 12.8 24.6 12.4 16.8 36.5 1 23. 36.5 24.6 16.0 12.9 62.8 12.5 24.1 12.2 16.5 35.8 1 24. 35.9 24.1 15.6 12.6 61.7 12.3 23.7 11.9 16.1 35.1 ' 1 25. 35.3 23.7 15.3 12.3 60.6 - 12.0 23.2 11.7 15.8 34.4 1 26. 34.7 23.2 15.0 12.0 59.5 11.7 22.8 11.5 15.5 33.7 1 27. 34.1 22.7 14.6 11.7 58.4 11.5 22.3 11.2 15.2 33.0 1 28. 33.5 22.3 14.3 11.5 57.3 11.2 21.9 11.0 14.9 32.4 ' 1 29. 33.0 21.9 14.0 11.2 56.3 11.0 21.5 10.8 14.6 31.8 1 30. 32.5 21.5 13.7 11.0 55.4 10.8 21.1 10.6 14.4 31.2 1 31. 31.9 21.1 13.5 10.7 54.4 10.6 20.7 10.4 14.1 30.6 1 32. 31.4 20.7 13.2 10.5 53.4 .10.3 20.3 10.2 13.8 30.0 1 33. 30.9 20.3 12.9 10.3 52.5 10.1 19.9 10.0 13.6 29.5 ' 1 34. 30.4 19.9 12.7 10.1 51.6 9.9 19.6 9.8 13.3 29.0 1 35. 29.9 19.6 12.4 9.9 50.7 9.7 19.2 9.7 13.1 28.5 1 36. 29.4 19.2 12.2 9.7 49.8 . 9.5 18.9 9.5 12.9 27.9 1 37. 28.9 18.9 11.9 9.5 49.0 9.3 18.5 9.3 12.6 27.4 ' 1 38. 28.5 18.5 11.7 9.3 48.1 9.2 18.2 9.1 12.4 26.9 1 39. 28.0 18.2 11.5 9.1 47.3 9.0 17.9 9.0 12.2 26.4 1 40. 27.6 17.9 11.2 8.9 46.6 8.8 17.5 8.8 12.0 26.0 1 41, 27.2 17.6 11.0 8.7 45.8 8.7 17.2 8.7 11.8 25.5 ' i 42. 26.7 17.3 10.8 8.6 '45.0 8.5 16.9 8.5 11.5 25.1 1 43. 26.3 17.0 10.6 8.4 44.3 8.3 16.6 8.4 11.3 24.7 - 1 44. 25.9 16.7 10.4 8.2 43.6 8.2 16.4 8.2 11.2 24.2 ' 1 45. 25.5 16.4 10.2 8.1 42.9 8.0 16.1 8.1 11.0 23.9 1 46. 25.2 16.1 10.1 7.9 42.2 7.9 15.8 8.0 10.8 23.4 1 47. 24.8 15.9 9.9 7.8 41.5 7.7 15.6 7.8 10.6 23.0 1 48. 24.4 15.6 9.7 7.7 40.9 7.6 15.3 7.7 10.4 22.7 1 49. 24.0 15.3 9.5 7.5 40.2 7.5 15.1 7.6 10.3 22.3 1 50. 23.7 15.1 9.4 7.4 39.6 7.4 14.8 7.5 10.1 21.9 1 51. 23.3 14.9 9.2 7.3 39.0 7.2 14.6 7.3 9.9 21.6 1 52. 23.0 14.6 9.0 7.1 38.4 7.1 14.3 7.2 9.8 21.2 1 53. 22.6 14.4 8.9 7.0 37.8 7.0 14.1 7.1 9.6 20.9 ' 1 54. 22.3 14.1 8.7 6.9 37.2 6.9 13.9 7.0 9.5 20.6 1 55. 22.0 13.9 8.6 6.8 36.7 6.8 13.7 6.9 9.3 20.2 1 56. 21.7 13.7 8.5..:. 6.7 36.1 6.6 13.4 6.8 9.2 19.9 1 57, 21.4 13.5 v6.5 35.6 6.5 13.2 6.7 9.0 19.6 ' 1 58. 21.0 13.3 8.2 &4 35.0 6.4 13.0 6.5 8.9 19.3 1 59. -20.8 13.1 8.0 6.3 34.5 6.3 12.8 6.4 8.7 19.0 2 0. 20.5 12.9 7.9 6.2 34.0 6.2 12.6 6.4 8.6 18.7 2 1. 19.8 12.3 7.5 5.8 32.7 5.9 12.1 6.1 8.3 17.9 2 2. 18.9 11.7 7.1 5.4 31.2 5.5 11.5 5.8 7.8 -17.0 2 3. 18.3 11.3 6.8 5.2 30.1 5.3 11.1 5.6 7.6 16.4 2 4. 17.8 10.9 6.5 4.9 29.3 5.1 10.7 5.4 7.3 15.9 2 5. 17.3 10.6 6.3 4.8 285 5.0 10.4 5.2 7.1 15.5 ' 2 2 6. 7. 16.9 16.5 10.3 10.1 6.1 5.9 4.6 4.4 27.7 27.1 4.8 4.7 10.1 9.9 5.1 5.0 6.9 6.7 15.0 14.6 2 B. 16.2 9.8 5.8 4.3 26.4 4.5 9.6 4.8 6.6 14.3 2 9. 15.8 9.6 - 5.6 4.1 25.8 4.4 9.4 4.7 6.4 13.9 2 10. 15.5 9.3 5.4 4.0 25.2 4.3 9.2 4.6 6.2 13.6 2 11. 15.1 9.1 5.3 3.9 24.6 4.2 8.9 4.5 6.1 13.2 . ' 2 12. 14.8 8.9 5.1 3.7 24.1 4.0 8.7 4.4 5.9 12.9 2 13. 14.5 8.7 5.0 3.6 23.5 3.9 8.5 4.3 5.8 12.6 2 14. 14.2 8.5 4.9 3.5 23.0 3.8 8.3 4.2 5.7 12.3 2 15. 13.9 8.3 4.7 3.4 22.5 3.7 8.1 4.1 5.5 12.0 2 16. 13.6 8.1 4.6 3.3 22.0 3.6 7.9 4.0 5.4 11.7 2 17. 13.3 7.9 4.5 3.2 21.5 3.5 7.7 3.9 5.3 11.5 2 18. 13.1 7.7 4.4 3.1 21.1 3.4 7.6 3.8 5.2 11.2 2 19. 12.8 7.5 4.3 3.0 20.6 3.3 7.4 3.7 5.0 10.9 2 20. 12.5 7.4 4.1 2.9 20.2 3.3 7.2 3.6 4.9 10.7 ' 2 21. 12.3 7.2 4.0 -2.8 19.8 3.2 7.1 3.5 4.8 10.5 2 22. 12.1 7.0 3.9 2.7 19.4 3.1 6.9 3.5 4.7 10.2 2 23. 11.8 6.9 3.8 2.6 19.0 3.0 6.7 3.4 4.6 10.0 2 24. 11.6 6.7 3.7 2.6 18.6 2.9 6.6 3.3 4.5 9.8 2 25. 11.4 6.6 3.6 2.5 18.2 2.9 6.5 3.2 4.4 9.6 2 26. 11.2 6.4 3.6 2.4 17.8 2.8 6.3 3.2 - 4.3 9.4 2 27. 10.9 6.3 3.5 2.3 17.5 2.7 6.2 3.1 4.2 9.2 2 28, 10.7 6.2 3.4 2.3 17.1 2.7 6.0 3.0 4.1 9.0 2 29. 10.5 6.0 3.3 2.2 16.6 2.6 5.9 3.0 4.0 8.8 2 30. 10.3 5.9 3.2 2.2 16.4 2.5 5.8 2.9 4.0 8.6 2 31. 10.2 5.8 3.1 2.1 16.1 2.5 5.7 2.9 3.9 8.4 2 32. 10.0 5.7 3.1 2.0 15.8 2.4 5.6 2.8 3.8 8.2 2 33. 9.8 5.5 3.0 2.0 15.5 2.4 5.4 2.7 3.7 8.1 ' 2 34. 9.6 5.4 2.9 1.9 15.2 2.3 5.3 2.7 3.6 7.9 2 35. 9.4 5.3 2.9 1.9 14.9 2.2 5.2 2.6 3.6 7.7 2 36. 9.3 5.2 2.8 1.8 14.6 2.2 5.1 2.6 3.5 7.6 2 37, 9.1 5.1 2.7 1.8 14.3 2.1 5.0 2.5 3.4 7.4 - 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5 54. .6 .2 .0 .0 .7 .0 .2 .1 5 55. .6 .2 .0 .0 .7 .0 .2 .1 5 56. .6 .2 .0 .0 .7 .0 .2 .1 ' 5 57. .6 .2 .0 .0 .7 .0 .2 .1 5 58. .5 .2 .0 .0 _ .7 .0 .2 .1 5 59. .5 .2 .0 .0 .7 .0 .2 .1 6 0. .5 .2 .0 .0 .6 .0 .1 .1 ' 6 1. .5 .2 .0 .0 .6 .0 .1 .1 6 2. .5 .1 .0 .0 .6 .0 .1 .1 6 3. .5 .1 .0 .0 .6 .0 .1 • .1 6 4. .5 .1 .0 .0 .6 .0 .1 .1 6 5. .5 .1 .0 .0 .6 .0 .1 .1 ' 6 6. .5 .1 .0 .0 .6 .0 �.1 .1 6 7. .5 .1 .0 .0 .6 .0 .1 .1 6 S. .5 .1 .0 .0 .6 .0 .1 .1 6 9. .1 6 10. .5 .5 .1 .1 .0 .0 .0 .0 .5 .5 .0 .0 .1 .1 .1 6 11. .4 .1 .0 .0 .5 .0 .1 .1 6 12. .4 ' .1 .0 .0 .5 .0 .1 .1 6 13. .4 .1 .0 .0 .5 .0 .1 .1 6 14. .4 .1 .0 .0 .5 .0 .1 .1 ' 6 15. .4 .1 .0 .0 .5 .0 .1 .1 6 16. .4 .1 .0 .0 .5 .0 .1 .0 6 17. .4 .1 .0 .0 .5 .0 .1 .0 6 18. ' 6 19. .4 .4 .1 .1 .0 .0 .0 .0 .5 .5 .0 .0 .1 .1 .0 .0 6 20. .4 .1 .0 .0 .4 .0 .1 .0 6 21. .4 .1 .0 .0 .4 .0 .1 .0 6 22. .4 .1 .0 .0 .4 .0 .1 .0 6 23. .4 .1 .0 .0 .4 .0 .1 .0 ' 6 24. .4 .1 .0 .0 .4 .0 .1 .0 6 25. .4 .1 .0 .0 .4 .0 .1 .0 6 26. .4 .1 .0 .0 .4 .0 .1 .0 6 27. .4 .1 .0 .0 .4 .0 .1 .0 ' 6 28. .3 .1 .0 .0 .4 .0 .1 .0 6 29. .3 .1 .0 .0 .4 .0 .1 .0 6 30. .3 .1 .0-`- .0 .4 .0 .1 .0 6 31. .3 .1 -.0 .0 .4 .0 .1 .0 6 32. .3 .1 .0 .0 .3 .0 .1 .0 ' 6 33. .3 .1 .0 .0 .3 .0 .1 .0 6 34. .3 .1 .0 .0 .3 .0 .1 .0 6 35. .3 .1 .0 .0 .3 .0 .1 .0 6 36. .3 .1 .0 .0 .3 .0 .1 .0 ' 6 37. .3 .1 .0 .0 .3 .0 .1 .0 6 38. .3 .1 .0 .0 .3 .0 .0 .0 6 39. .3 .0 .0 .0 .3 .0 .0 .0 6 40. .3 .0 .0 .0 .3 .0 .0 .0 6 41. .3 .0 .0 .0 .3 .0 .0 .0 ' 6 42. .3 .0 .0 .0 .3 .0 .0 .0 6 43. .3 .0 .0 .0 .3 .0 .0 .0 6 44. .3 .0 .0 .0 .3 .0 .0 .0 6 45. .3 .0 .0 .0 .3 .0 .0 .0 ' 6 46. .3 .0 .0 .0 .2 .0 .0 .0 6 47. .2 .0 .0 .0 .2 .0 .0 .0 6 48. _ .2 .0 .0 .0 .2 .0 .0 .0 6 49. 6 50. .2 .2 .0 .0 .0 .0 .0 .0 .2 .2 .0 .0 .0 .0 .0 .0 6 51. .2 .0 .0 .0 .2 .0 .0 .0 6 52. .2 .0 .0 .0 .2 .0 .0 .0 6 53. .2 .0 .0 .0 .2 .0 .0 .0 1 ' 6 54. .2 .0 .0 .0 .2 .0 .0 .0 6 55. .2 .0 .0 .0 .2 .0 .0 .0 6 56. .2 .0 .0 .0 .2 .0 .0 .0 ' 6 57. .2 .0 .0 .0 .2 .0 .0 .0 6 58. .2 .0 .0 .0 .2 .0 .0 .0 6 59. .2 .0 .0 .0 .2 .0 .0 .0 7 0. .2 .0 .0 .0 .2 .0 .0 .0 7 1. .2 .0 .0 .0 .2 .0 .0 .0 7 2. .2 .0 .0 .0 .2 .0 .0 .0 .. 7 3. .2 .0 .0 .0 .2 .0 .0 .0 7 4. .2 .0 .0 .0 .1 .0 .0 .0 7 5. .2 .0 .0 .0 .1 .0 .0 .0 ' 7 6. .2 .0 .0 .0 .1 .0 .0 .0 7 7. .2 .0 .0 .0 .1 .0 .0 .0 7 8. .2 .0 .0 .0 .1 .0 .0 .0 7 9. .2 .0 .0 .0 .1 .0 .0 .0 . ' 7 10. .2 .0 .0 .0 .1 .0 .0 .0 7 11. .2 .0 .0 .0 .1 .0 .0 .0 7 12. .1 .0 .0 .0 .1 .0 .0 .0 7 13. .1 .0 .0 .0 .1 .0 .0 .0 7 14. .1 .0 .0 .0 .1 .0 .0 .0 ' 7 15. .1 .0 .0 .0 .1 .0 .0 .0 7 16. .1 .0 .0 .0 .1 .0 .0 .0 7 17. .1 .0 .0 .0 .1 .0 .0 .0 7 18. .0 .0 .0 .1 .0 .0 .0 ' 7 19. .1 .1 .0 .0 .0 .1 .0 .0 .0 7 20. .1 .0 .0 .0 .1 .0 .0 .0 7 21. .1 .0 .0 .0 .1 .0 .0 .0 ' 7 22. .1 .0 .0 .0 .1 .0 .0 .0 7 23. .1 .0 .0 .0 .1 .0 .0 .0 ' 7 24. .1 .0 .0 .0 .1 .0 .0 .0 7 25. .1 .0 .0 .0. .1 .0 .0 .0 7 26. .1 .0 .0 .0 .1 .0 .0 .0 7 27. .1 .0 .0 .0 .1 .0 .0 .0 ' 7 28. .1 .0 .0 .0 .1 .0 .0 .0 7 29. .1 .0 .0 .0 .1 .0 .0 .0 7 30. .1 .0 .0 .0 .0 .0 .0 .0 7 31. .1 .0 .0 .0 .0 .0 .0 .0 7 32. .1 .0 .0 .0 .0 .0 .0 .0 ' 7 33. .1 .0 .0 .0 .0 .0 .0 .0 7 34. .1 .0 .0 .0 .0 .0 .0 .0 7 35. .1 .0 .0 .0 .0 .0 .0 ..0 7 36. .1 .0 .0 .0 .0 .0 .0 .0 ' 7 37. .1 .0 .0 .0 .0 .0 .0 .0 7 38. .1 .0 .0 .0 .0 .0 .0 .0 7 39. .1 .0 .0 .0 .0 .0 .0 .0 7 40. .1 .0 .0 .0 .0 .0 .0 .0 7 41. .1 .0 .0 .0 .0 .0 .0 .0 ' 7 42. .1 .0 .0 .0 .0 .0 .0 .0 7 43. .1 .0 .0 .0 .0 .0 .0 .0 7 44. .1 .0 .0 .0 .0 .0 .0 .0 7 45. .1 .0 .0 .0 .0 .0 .0 .0 ' 7 46. .1 .0 .0 .0 .0 .0 .0 .0 7 47. .1 .0 .0 .0 .0 .0 .0 .0 7 48. .1 .0 .0 .0 .0 .0 .0 .0 7 49. .1 .0 .0 .0 .0 .0 .0 .0 7 50. .0 .0 .0 .0 .0 .0 .0 .0 ' 7 51. .0 .0 .0 .0 .0 .0 .0 .0 7 52. .0 .0 .0 .0 .0 .0 .0 .0 7 53. .0 .0 .0 .0 .0 .0 .0 .0 7 54. .0 .0 .0 .0 .0 .0 .0 .0 ' 7 55. .0 .0 .0 .0 .0 .0 .0 .0 7 56. .0 .0 .0 .0 .0 .0 .0 .0 7 57. .0 .0 .0 .0 .0 .0 .0 .0 7 58. .0 .0 ' 7 59. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 0. .0 .0 .0 .0 .0 .0 .0 .0 8 1. .0 .0 .0 .0 .0 .0 .0 .0 8 2. .0 .0 .0 .0 .0 .0 .0 .0 8 3. .0 .0 .0 .0 .0 .0 .0 .0 ' 8 4. .0 .0 .0 .0 .0 .0 .0 .0 8 5. .0 .0 .0 .0 .0 .0 .0 .0 8 6. .0 A .0 .0 .0 .0 .0 .0 8 7. .0 .0 .0 .0 .0 .0 .0 .0 ' 8 8. .0 .0 .0 .0 .0 .0 .0 .0 8 9. .0 .0 .0 .0 .0 .0 .0 .0 8 10. .0 .0 .0 .0 .0 .0 .0 .0 8 11. .0 .0 .0 .0 .0 .0 .0 .0 8 12..0 .0 .0 .0 .0 .0 .0 .0 .0 .d 8 13. .0 .0 .0 ; - .0 .0 .0 .0 .0 .0 .0 8 14. .0 .0 .0 " .0 .0 .0 .0 .0 .0 .0 8 15. .0 .0 - .0 .0 .0 .0 .0 .0 .0 .0 8 16. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 17. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 18. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 --�' 8 19. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 20. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 21. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 22. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 23. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 8 24. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 25. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 26. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 27. .0 .0 .0 .0 .0 A A A .0 .0 ' 8 28. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 29. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 30. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 31. .0 .0 -.0 .0 .0 .0 .0 .0 .0 .0 8 32. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 8 33. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 34. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 35. .0 .0 .0 .0 .0 .0 .0 .0 .0 - .0 - 8 36, .0 .0 .0 A .0 .0 .0 ' 8 37. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 38. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 39. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 40. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 41. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 8 42. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 43. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 44. .0 .0 .0 .0 - .0 .0 .0 .0 .0 .0 8 45. .0 ' 8 46. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 47. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 48. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 49. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 50. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 8 51. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 52. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 53. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 54. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 8 55. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 56. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 57. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 58. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 8 59. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 9 0. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 1. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 2. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 3. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 9 4. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 5. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 6. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 7. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 8. .0 .0 .0:0- .0 .0 .0 .0 .0. .0 ' 9 9. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 10. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 11. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 12. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 13. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 14. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 15. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 16, .0 .0 .0 .0 .0 .0 ' 9 17. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 18. .0 .0 .0 .0 .0 .0 .0 .0 .0 - .0 9 19. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 20. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 21. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 22. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 23. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 24. .0 .0 .0 .0 .0 .0 .0 ,0 .0 .0 9 25. ' 9 26. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 27. .0 .0 .0 .0 ..0 .0 .0 .0 .0 .0 9 28. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 9 29. .0 .0 .0 A .0 .0 .0 .0 .0 .0 ' 9 30. .0 .0 .0 .0 .0 .0 .0 .0 A 9 31. .0 .0 .0 .0 .0 .0 .0 .0 A 9 32. .0 .0 .0 .0 .0 .0 .0 .0 A ' 9 33. .0 .0 .0 .0 .0 .0 .0 .0 A 9 34. .0 .0 .0 .0 .0 .0 .0 .0 A 9 35.. .0 .0 .0 .0 .0 .0 .0 .0 .I 9 36. .0 .0 .0 .0- .0 .0 .0 .0 A 9 37. .0 .0 .0 .0 .0 .0 .0 .0 A 9 38. .0 .0 .0 .0 .0 .0 .0 .0 .1 _ 9 39. .0 .0 .0 .0 .0 .0 .0 .0 A 9 40. .0 .0 .0 .0 .0 .0 .0 .0 A 9 41. .0 .0 .0 .0 .0 .0 .0 .0 .1 ' 9 42. .0 .0 .0 .0 .0 .0 .0 .0 .1 9 43. .0 .0 .0 .0- .0 .0 .0 .0 .I ' 9 44. .0 .0 .0 .0 .0 .0 .0 .0 .I 9 45, .0 .0 .0 :0 .0 .0 .0 .0 .I ' 9 46. .0 .0 .0 .0 .0 .0 .0 .0 .I 9 47. .0 .0 .0 .0 .0 .0 .0 .0 .I 9 48. .0 .0 .0 .0 .0 .0 .0 .0 .I 9 49. .0 .0 A .0 .0 .0 .0 .0 .I 9 50. .0 .0 .0 .0 .0 .0 .0 .0 .I ' 9 51. .0 .0 .0 .0 .0 .0 .0 .0 .I 9 52. .0 .0 .0 .0 .0 .0 .0 .0 .I 9 53. .0 .0 .0 .0 .0 .0 .0 .0 .I 9 54. .0 .0 .0 .0 .0 .0 .0 .I ' 9 55. .0 .0 .0 .0. .0 .0 .0 .0 .0 .I 9 56. .0 .0 .0 %. =.�r0�: .0 .0 .0 .0 .I 9 57. .0 .0 .0, .0 .0 .0 .0 .0 .I 9 58. .0 .0 .0 .0 .0 .0 .0 .0 .I 9 59. .0 .0 .0 .0 .0 .0 .0 .0 .I ' 10 0. .0 .0 .0 .0 .0 .0 .0 .0 .I 'McCLELLANDS BASIN MODEL (FULLY INTEGRATED) EXISTING CONDITIONS JUNE 26, 2000 ADOPTED 100-YEAR EVENT FILE: MMC2-100.DAT THE SEAR -BROWN GROUP. ' HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 2 SUBCATCHMENTS - AVERAGE VALUES WITHIN TIME INTERVALS TIME(HR/MIN) 512 513 ' 0 1. .0 .0 0 2. .0 .0 0 3. .0 .0 0 4. 0 5. .1 .1 ' 0 6. .1 .1 0 7. .7 1.2 0 8. 2.7 4.2 0 9. 6. ' 0 10. 7.1 .3 6.8 0 11. 9.5 7.4 0 12. 11.5 8.1 0 13, 1.9 8.3 0 14. 13.9 8.3 ' 0 15. 14.5 8.3 0 16. 16.9 10.4 0 17. 20.6 13.2 0 18. 22.9 13.8 ' 0 19. 24.4 14.0 0 20. 25.2 14.0 0 21. 27.4 15.9 ' 0 0 22. 23. 30.7 33.1 19.0 21.2 0 24. 35.0 23.7 0 25. 36.7 26.5 0 26. 46.7 39.2 0 27. 62.7 56.7 ' 0 28. 73.2 67.3 0 29. 80.9 78.7 0 30. 87.2 91.0 0 31. 111.3 125.5 ' 0 32. 146.9 170.1 0 33. 169.2 201.5 0 34. 186.1 236.3 0 35, 2111.1 272.5 ' '1 0 36. 187.4 276.0 0 37. 161.5 267.5 0 38. 153.2 275.1 0 39. 150.6 282.8 0 40. 150.4 290.3 0 41. 144.4 288.7 0 42. 135.2 282.5 0 43. 129.9 280.5 0 44. 126.5 279.1 0 45. 124.1 277.9 0 46. 118.6 .271.6 0 47. 111.1 262.5 ' 0 48. 105.8 256.0 0 49. 101.6 250.3 0 50. 98.2 245.0 0 51. 94.6 238.9 0 52. 90.7 232.3 0 53. 87.5 226.5 0 54. 84.7 221.2 0 55. 82.2 216.1 0 56. 79.5 210.6 ' 0 57. 76.6 204.8 0 58. 74.1 199.6 0 59. 71.9 194.8 1 1 0, 1. 69.8 67.8 190.2 185.6 1 2. 65.8 181.0 1 3. 64.0 176.7 1 4. 62.4 172.7 1 5. 60.9 168.9 ' 1 6. 59.3 165.0 1 7. 57.7 161.2 1 8. 56.3 157.6 ' 1 1 9. 10. 55.0 53.8 154.2 150.9 1 11. 52.5 147.6 1 12. 51.3 144.4 1 13. 50.1 141.4 1 14. 49.1 138.5 ' 1 15. 48.1 135.7 1 16. 47.0 132.9 1 17. 46.0 130.1 1 18. 45.0 127.5 ' 1 19. 44.1 125.0 1 20. 43.3 122.6 1 21. 42.5 120.2 1 2, 4. 11. 1 23. 40.8 115.6 ' 1 24. 40.1 113.4 1 25. 39.4 111.4 1 26. 38.7 109.3 1 27. 37.9 107.2 ' 1 28. 37.2 105.3 1 29. 36.6 103.4 1 30. 36.0 101.6 1 31, 3. 9. ' 1 32. 34.7 97.9 1 33. 34.1 96.2 1 34. 33.6 94.5 1 35. 33.1 92.9 1 36. 32.5 91.3 ' 1 37. 31.9 89.6 1 38. 31.4 88.1 1 39. 30.9 86.6 ' 1 1 40, 41. 30.5 30.0 85.2 83.7 1 42. 29.5 82.3 1 43. 29.0 81.0 1 44. 28.6 79.6 1 45. 28.2 78.4 ' 1 46. 27.8 77.1 1 47. 27.4 75.8 1 48. 27.0 74.6 1 49. 26.6 73.5 ' 1 50. 26.3 72.3 1 51. 25.9 71.2 1 52. 25.5 70.0 1 53. 25.2 68.9 1 ' 1 54. 24.8 67.9 1 55. 24.5 66.9 1 56. 24.2 65.8 ' 1 57. 23.8 64.8 1 58. 23.5 63.8 1 59. 23.2 62.8 2 0, 22.9 61.9 2 1. 21.5 59.6 2 2. 19.2 56.7 - 2 3. 17.6 54.7 2 4. 16.4 53.1 2 5. 15.4 51.7 ' 2 6. 14.6 50.3 2 7. 13.9 49.1 2 8. 13.3 47.9 2 2 9, 10. 12.8 12.3 4. 45.6 2 11. 11.9 44.6 2 12. 11.5 43.5 2 13. 11.1 42.5 2 14. 10.8 41.6 ' 2 15. 10.4 40.6 2 16. 10.1 39.7 2 17. 9.8 38.9 ' 2 2 18. 19. 9.6 9.3 38.0 37.2 2 20. 9.0 36.4 _ 2 21. 8.8 35.6 2 22. 8.6 34.9 2 23. 8.4 34.1 2 24. 8.1 33.4 2 25. 7.9 32.7 2 26. 7.7 32.0 2 27. 7.5 31.4 2 28. 7.4 30.7 2 29. 7.2 30.1 2 30. 7.0 29.5 2 3. 6.8 28. 2 32. 6.7 28.3 ' 2 33. 6.5 27.8 2 34. 6.4 27.2 2 35. 6.2 26.7 2 36. 6.1 26.2 ' 2 37. 5.9 25.7 2 38. 5.8 25.2 2 39. 5.7 24.7 2 4, 5. 2. 2 41. 5.4 23.8 ' 2 42. 5.3 23.3 2 43. 5.2 22.9 2 44. 5.1 22.5 2 45. 5.0 22.1 ' 2 46. 4.9 21.7 2 47. 4.8 21.3 2 48. 4.7 20.9 ' 2 2 50. 50. 4. 4.5 20. 20.1 2 51. 4.4 19.8 2 52. 4.3 19.4 2 53. 4.2 19.1 2 54. 4.1 18.7 ' 2 55. 4.0 18.4 2 56. 4.0 18.1 2 57. 3.9 17.8 2 58. 3.8 17.5 2 59. 3.7 17.2 3 0. 3.7 16.9 3 1. 3.6 16.6 3 2. 3.5 16.3 3 3. 3.4 16.0 ' 3 4. 3.4 15.8 3 5. 3.3 15.5 3 6. 3.2 15.2 3 7. 3.2 15.0 ' 3 8. 3.1 14.7 3 9. 3.1 14.5 3 10. 3.0 14.2 3 11, 2.9 14.0 ' r ' 3 12. 2.9 13.8 3 13. 2.8 13.6 ' 3 3 14, 15. 2.8 2.7 13.3 13.1 3 16. 2.7 12.9 3 17. 2.6 12.7 - 3 18. 2.6 12.5 3 19. 2.5 12.3 3 20. 2.5 12.1 3 21. 2.4 11.9 3 22. 2.4 11.7 3 23. 2.3 11.5 3 24. 2.3 - 11.4 3 25. 2.3 11.2 3 26. 2.2 11.0 3 2. 2. 10. 3 28. 2.11 10.7 ' 3 29. 2.1 10.5 3 30. 2.1 10.3 3 31. 2.0 10.2 3 32. 2.0 10.0 ' 3 33. 2.0 9.9 3 34. 1.9 9.7 3 35. 1.9 9.6 3 3. 1. 9. . 3 37. 1.88 9.3 ' 3 38. 1.8 9.1 3 39. 1.8 9.0 3 40. 1.7 8.9 3 41. 1.7 8.7 ' 3 42. 1.7 8.6 3 43. 1.6 8.5 3 44. 1.6 8.3 3 4, 1. 8. ' 3 46. 1.55 8.1 3 47. 1.5 8.0 3 48. 1.5 7.9_ 3 49. 1.5 7.7 3 50. 1.4 7.6 ' 3 51. 1.4 7.5 3 52. 1.4 7.4 3 53. 1.4 7.3 ' 3 3 5. 55. 1.3 1.3 7. 7.1 3 56. 1.3 7.0 3 57. 1.3 6.9 3 58. 1.3 6.8 3 59. 1.2 6.7 ' 4 0. 1.2 6.6 4 1. 1.2 6.5 4 2. 1.2 6.4 4 3. 1.1 6.3 ' 4 4. 1.1 6.2 4 5. 1.1 6.1 4 6. 1.1 6.0 4 7. 1. 5.9 4 8. 1.00 5.9 ' 4 9. 1.0 5.8 4 10. 1.0 5.7 4 11. 1.0 5.6 4 1. 1.0 5. ' 4 13. 1.0 5.4 4 14. .9 5.4 4 15. .9 5.3 4 1. .9 5. 4 17. .9 5.1 ' 4 18. .9 5.1 4 19. .9 5.0 4 20. .8 4.9 4 21. .8 4.9 ' 4 22. .8 4.8 4 23. .8 4.7 4 24. .8 4.6 ' 4 4 2. 26. .8 .8 4. 4.5 4 27. .7 4.5 4 28. .7 4.4 4 29. .7 4.3 1 1 4 30. .7 4.3 4 31. .7 4.2 4 3. .7 4.1- 4 33. .7 4.1 4 34. .6 4.0 .. 4 35. .6 4.0 4 36. .6 3.9 4 3. .6 3. ' 4 38. .6 3.8 4 39. .6 3.7 4 40. .6 3.7 4 4. 3.6 ' 4 42. .6 .6 3.6 4 43. .5 3.5. 4 44. .5 3.5 4 45. .5 3.4 4 46. .5 3.4 ' 4 47. .5 3.3 4 48. .5 3.3 4 49. .5 3.2 4 5. 3. ' 4 51. .5 .5 3.11 4 52. .5 3.1 4 53. .4 3.1 4 54. .4 3.0 4 55. .4 3.0 4 56. .4 2.9 4 57.. .4 2.9 -. 4 58. .4 2.8 4 5. .4 2.8 ' 5 0 . .4 2.8 5 1. .4 2.7 5 2. .4 2.7 5 3. .4 2.6 5 4. .4 2.6 ' 5 5. .3 2.6 5 6. .3 2.5 5 7. .3 2.5 5 8. .3 2.4 5 9. .3 2.4 5 •10. .3 2.4 5 11. .3 2.3 5 1. .3 2.3 5 13. .3 2.3 ' 5 14. .3 2.2 5 15. .3 2.2 5 16. .3 2.2 5 1. .3 2.1 ' 5 78. .3 2.1 5 19. .2 2.1 5 20. .2 2.0 5 21. 2.0 ' 5 22. .2 .2 2.0 5 23. .2 1.9 5 24. .2 1.9 5 25. .2 1.9 5 26. .2 1.9 ' 5 27. .2 1.8 5 28. .2 1.8 5 29. .2 1.8 5 3. 1.7 .2 ' 5 31. .2 7.7 5 32. .2 1.7 5 33. .2 1.7 5 34. .2 1.6 5 35. .2 1.6 ' 5 36. .2 1.6 5 37. .2 1.6 5 38. 1 1.5 5 . .1 1.5 t 5 40 40. .i 1.5 5 41. 1 1.5 5 42. .1 1.4 5 43. .1 1.4 5 44. .i 1.4 5 45. 1 1.4 5 46. 1 1.3 5 47. 1 1.3 1 5 48. .1 1.3 5 49. 1 1.3 5 5. .1 1.2 5 51. .1 1.2 ' 5 52. 1 1.2 5 53. .1 1.2 5 54. .1 1.2 _ 5 5. .1 1.1 5 56. .1 1.1 5 57. 1 1.1 5 58. 1 1.1 5. 1. ' 6 6 0 0. .1 .1 1.00 6 1. 1 1.0 6 2. 1 1.0 6 3. 1 1.0 6 4. 1 1. ' b 5. .1 .99 6 6. .0 .9 6 7. .0 .9 6 8. ' 6 9. .0 .0 .9 .9 6 10. .0 .9 6 11. .0 .8 6 12. .0 .8 6 13. .0 .8 ' 6 14. .0 .8 6 15. .0 .8 6 16. .0 .8 6 1. .0 .7 ' 6 18. .0 .7 6 19. .0 .7 6 20. .0 .7 6 21. .0 .7 b 22. .0 .7 ' 6 23. .0 .7 6 24. .0 .6 6 25. .0 .6 6 2. .0 .6 ' 6 27. .0 .6 6 28. .0 .6 6 29. .0 .6 6 3. .0 . 6 31. .0 .55 ' 6 32. .0 .5 6 33. .0 .5 6 34. .0 .5 6 3. .0 .5 ' 6 36. .0 .5 6 37. .0 .5 6 38. .0 .5 6 ' 6 . 40 40. .0 .0 .4 .4 6 41. .0 .4 6 42. .0 .4 6 43. .0 .4 6 4. .0 .4 ' 6 45. .0 .4 6 46. .0 .4 6 47. .0 .4 6 4. .0 .3 ' 6 49. .0 .3 6 50. .0 .3 6 51. .0 .3 6 52. .0 .3 6 53. .0 .3 ' 6 54. .0 .3 6 55. .0 .3 6 56. .0 .3 6 5. .0 .3 ' 6 58. .0 .2 6 59. .0 .2 7 0. .0 .2 7 1. 0 2 7 2. .0 .2 ' 7 3. .0 .2 7 4. .0 .2 7 5. .0 .2 r 1 i 7 6. 7 7. ' 7 8. 7 9. 7 10. 7 11. 7 12. 7 13. 7 14. 7 15. 7 16. ' 7 1. 7 18. 7 19. 7 20. 7 21. ' 7 2. 7 23. 7 24. 7 25. ' 7 2. 7 27. 7 28. 7 29. 7 30. ' 7 31. 7 32. 7 33. 7 34. ' 7 3. 7 36. 7 37. 7 38. ' 7 . 40 7 40. 7 41. 7 42. 7 43. ' 7 4. 7 45. 7 46. 7 47. ' 7 4, 7 49. 7 50. 7 51. 7 52. ' 7 5. 7 54. 7 55. 7 56. ' 7 5, 7 58. 7 59. 8 0. 8 1. 8 2. ' 8 3. 8 4. 8 5. 8 6. ' 8 7. 8 8. 8 9. 8 10. 8 11. ' 8 12. 8 13. 8 14. 8 1. ' 8 16. 8 17. 8 18. . 8 . ' 8 20 20. 8 21. 8 22. 8 23. r 8 24. .0 .0 8 25. .0 .0 8 2. .0 .0 ' 8 27. .0 .0 8 28. .0 .0 8 29. .0 .0 - 8 30. .0 .0 8 31. .0 .0 8 32. .0 .0 8 33. .0 .0 8 34. .0 .0 8 3 8 . 36. .0 .0 .0 .0 8 37. .0 .0 8 38. .0 .0 8 39. .0 .0 8 40. .0 .0 ' 8 41. .0 .0 8 42. .0 .0 8 43. .0 .0 8 4. .0 .0 ' B 45. .0 .0 8 46. .0 .0 8 47. .0 .0 8 48. .0 .0 8 49. .0 .0 ' 8 50. .0 .0 8 51. .0 .0 8 52. .0 .0 8 53. .0 .0 ' 8 54. .0 .0 8 55. .0 .0 8 56. .0 .0 8 5. .0 .0 8 58. .0 .0 ' 8 59. .0 .0 9 0. .0 .0 9 1. .0 .0 9 2. .0 .0 ' 9 3. .0 .0 9 4. .0 .0 9 5. .0 .0 9 6. .0 .0 ' 9 7. .0 .0 9 8. .0 .0 9 9. .0 .0 9 10. .0 .0 9 1. .0 .0 9 12. .0 .0 9 13. .0 .0 9 14. .0 .0 9 1 .0 ' 9 . 16. .0 .0 .0 9 17. .0 .0 9 18. .0 .0 9 19. .0 .0 9 20. .0 .0 ' 9 21. .0 .0 9 22. .0 .0 9 23. .0 .0 9 2. .0 .0 ' 9 25. .0 .0 9 26. .0 .0 9 27. .0 .0 9 28. .0 .0 9 29. .0 .0 ' 9 30. .0 .0 . 9 31. .0 .0 9 32. .0 .0 9 33. .0 .0 ' 9 34. .0 .0 9 35. .0 .0 9 36. .0 .0 9 3. .0 .0 9 38. .0 .0 ' 9 39. .0 .0 9 40. .0 .0 9 41. .0 .0 r 9 42. .0 .0 , 9 43. .0 .0 ' 9 4. .0 9 45. .0 .0 .0 9 46. .0 .0 9 47. .0 .0 9 48. .0 .0 9 . .0 .0 50 9 50. .0 .0 9 51. .0 .0 9 52. .0 .0 ' 9 53. .0 9 54. .0 .0 .0 9 55. .0 .0 9 56. .0 .0 9 57. .0 .0 9 58. .0 .0 ' 9 59. .0 .0 10 0. .0 .0 1 McCLELLANDS BASIN MODEL (FULLY INTEGRATED) EXISTING CONDITIONS JUNE 26, 2000 ADOPTED 100-YEAR EVENT FILE: MMC2-100.DAT THE SEAR -BROWN GROUP. ' "` CONTINUITY CHECK FOR SUBCATCHMEMT ROUTING IN UDSWM2-PC MODEL �"'• ' WATERSHED AREA (ACRES) 2172.370 TOTAL RAINFALL (INCHES) 3.669 ' TOTAL INFILTRATION (INCHES) .768 TOTAL WATERSHED OUTFLOW (INCHES) 2.719 TOTAL SURFACE STORAGE AT END OF STROM (INCHES) .182 ' ERROR IN CONTINUITY, PERCENTAGE OF RAINFALL .000 McCLELLANDS BASIN MODEL (FULLY INTEGRATED) EXISTING CONDITIONS JUNE 26, 2000 ADOPTED 100-YEAR EVENT FILE: MMC2-100.DAT THE SEAR -BROWN GROUP. ' WIDTH INVERT SIDE SLOPES OVERBANK/SURCHARGE GUTTER GUTTER NDP NP OR DIAM LENGTH SLOPE HORIZ TO VERT MANNING DEPTH JK ' NUMBER CONNECTION 1 (FT) (FT) 800. (FT/FT) L 4.0 R 4.0 N (FT) 5.00 0 4 8 8 2 0 0 1 CHANNEL CHANNEL .0 10.0 1750. .0044 .0100 4.0 4.0 .035 .035 5.00 0 7 6 0 1 CHANNEL .0 1400. .0100 .0 50.0 .016 1.50 0 6 50 0 1 CHANNEL .0 1200. .0032 4.0 4.0 .035 5.00 0 ' 16 22 0 1 CHANNEL .0 540. .0060 50.0 50.0 .016 2.00 0 11 12 0 1 CHANNEL .0 700. .0060 50.0 .0 .016 1.50 0 12 13 0 1 CHANNEL .0 850. .0060 50.0 .0 .016 1.50 0 13 51 0 1 CHANNEL .0 500. .0060 50.0 .0 .016 1.50 0 ' 14 51 0 1 CHANNEL .0 900. -.0060 50.0 .0 .016 1.50 0 112 11 0 1 CHANNEL .0 700. .0100 50.0 .0 .016 1.50 0 20 51 0 1 CHANNEL .0 1100. .0050 4.0 4.0 .035 5.00 0 21 44 0 1 CHANNEL .0 1200. .0050 50.0 .0 .016 1.50 0 44 51 0 1 CHANNEL 3.0 800. .0050 10.0 10.0 .035 2.00 0 ' 45 43 3 1 CHANNEL .1 1. .0010 .0 .0 -.016 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 11.9 10.0 11.9 22 43 0 1 CHANNEL - .0 1600. .0070 4.0 4.0 .035 5.00 0 ' 43 51 0 3 .1 1. .0010 .0 .0 .016 .10 "0 50 2 0 1 CHANNEL 10.0 1000. .0050 15.0 15.0 .040 5.00 0 51 9 0 1 CHANNEL 10.0 500. .0050 15.0 15.0 .040 5.00 0 9 2 0 1 CHANNEL 5.0 1000, .0060 15.0 15.0 .035 5.00 0 ' 47 12 3 1 CHANNEL .1 1. .0010 .0 .0 .016 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 7.2 10.0 7.2 250 25 6 2 PIPE .1 1. .0050 .0 .0 .013 .10 0 1 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 .2 .0 .2 .1 .3 .3 .3 .3 5.0 25 22 0 2 PIPE 1.3 500. .0050 .0 .0 .013 1.25 0 291 12 3 2 PIPE .1 1. .0050 .0 .0 .016 .10 0 ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 - .1 3.1 10.0 3.1 46 42 3 1 CHANNEL .1 1. .0010 .0 .0 .016 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW - .0 .0 .1 11.2 10.0 11.2 26 42 0 5 PIPE 3.5 800. .0050 .0 .0 .016 3.50 0 OVERFLOW 10.0 800. .0050 4.0 4.0 .035 5.50 42 22 0 2 PIPE 6.0 1- .0050 .0 .0 .016 6.00 0 ' 270 27 0 3 .0 1. .0010 .0 .0 .001 10.00 0 271 27 0 5 PIPE 2.3 45. .0040 .0 .0 .013 2.25 0 OVERFLOW .0 45. .0040 198.0 117.0 .020 5.00 272 275 6 2 PIPE .1 10. .0010 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW ' .0 .0 .0 .4 .1 .8 .3 1.0 .5 1.2 .8 1.3 275 27 0 2 PIPE 3.5 676. .0084 .0 .0 .013 3.50 0 27 41 8 2 PIPE .1 10. .0010 .0 .0 .013 .10 0 ' RESERVOIR .0 STORAGE IN .0 ACRE-FEET VS SPILLWAY OUTFLOW .0 .8 .2 2.5 .5 3.5 .9 4.2 1.4 4.8 2.1 57.6 3.2 191.4 41 26 0 5 PIPE 4.0 100. .0050 .0 .0 .016 4.00 0 OVERFLOW 10.0 100. .0050 50.0 50.0 .016 5.00 36 26 0 5 PIPE 1.3 90. .0140 .0 .0 .013 1.25 0 ' OVERFLOW .0 90. .0140 200.0 200.0 .020 5.00 28 275 0 1 CHANNEL .0 1000. .0850 .0 50.0 .016 1.50 0 29 28 0 1 CHANNEL .0 1650. .0050 .0 50.0 .016 1.50 0 30 29 0 1 CHANNEL .0 850. .0050 .0 50.0 .016 1.50 0 ' 34 16 3 2 PIPE .1 1. .0050 .0 .0 .016 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 1.9 10.0 1.9 92 89 0 2 PIPE 2.0 1000. .0100 .0 .0 .013 2.00 0 395 89 4 3 .1 1. .0010 .0 .0 .001 .10 -1 ' TIME IN HRS VS INFLOW IN CFS .0 .0 .5 3.6 9.6 3.6 9.8 .0 89 88 0 1 _ CHANNEL .0 800. .0070 4.0 4.0 .035 5.00 0 490 90 4 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 t RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .2 .5 .2 .5 .2 2.5 601 368 8 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 .0 .0 .0 1.9 3.7 3.1 6.3 4.5 8.2 ' 6.0 9.7 7.6 11.0 602 102 6 2 PIPE .0 1. .0010 .0 .0 .001 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 .0 .7 8.8 2.0 12.8 3.7 15.8 5.6 18.4 ' 605 102 9 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 3.1 6.3 5.3 16.9 9.4 33.0 11.6 37.5 16.7 44.5 19.4 48.1 19.6 49.3 23.9 188.0 ' 491 90 4 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .5 1.0 .6 91.9 .7 260.0 90 88 0 4 CHANNEL .0 500. .0100 50.0 50.0 .016 .50 0 OVERFLOW 50.0 500. .0100 10.0 10.0 .035 5.00 ' 496 88 6 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 12.0 .1 12.4 .8 12.8 2.1 13.2 3.5 31.6 88 588 0 1 CHANNEL .0 700. .0080 4.0 4.0 .035 5.00 0 ' 497 588 7 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 1.6 .1 1.6 .4 1.7 .7 1.7 .8 1.8 1.3 20.2 588 488 0 3 .1 1. .0010 .0 .0 .001 10.00 0 ' 488 586 9 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 .4 .3 5.6 1.1 9.9 7.4 10.2 8.7 12.0 9.9 13.8 10.2 16.1 10.6 21.2 - ' 582 682 3 3 .1 1. .0010 .0 .0 .001 .10 683 DIVERSION TO GUTTER NUMBER 683 - TOTAL 0 VS DIVERTED 0 IN CFS .0 .0 4.6 1.3 8.0 1.8 682 82 0 3 .1 1. .0010 .0 .0 .001 10.00 0 683 0 0 3 .1 1. .0010 .0 .0 .001 10.00 0 ' 82 85 0 4 CHANNEL .0 1300. .0140 50.0 50.0 .016 .50 0 OVERFLOW 50.0 1300. .0140 10.0 10.0 .035 5.00 85 586 0 4 CHANNEL .0 1000. .0110 50.0 50.0 .016 .50 0 ! OVERFLOW 50.0 1000. .0110 10.0 10.0 .035 84 586 0 4 CHANNEL .0 700. .0100 50.0 50.0 .016 OVERFLOW 50.0 700. .0100 10.0 10.0 .035 ' 586 486 0 3 .1 1. .0010 .0 .0 .001 486 584 7 2 PIPE .1 1. .0010 .0 .0 .001 - RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 .1 .4 11.2 1.4 15.7 4.5 29.6 5.9 853 ' 584 684 7 3 .1 1. -0010 .0 .0 .001 - DIVERSION TO GUTTER NUMBER 673 - TOTAL O VS DIVERTED 0 IN CFS .0 .0 20.0 .0 21.0 1.0 24.0 3.0 27.0 6.0 48.0 27.0 ' 684 83 0 3 .1 1. .0010 .0 .0 .001 673 73 0 3 .1 1. .0010 .0 .0 .001 83 583 0 1 CHANNEL 5.0 400. .0050 4.0 4.0 .035 483 583 4 2 PIPE .1 1. .0010- .0 .0 .001 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW ' .0 .0 .9 2.8 1.1 2.8 4.0 2.8 583 72 0 3 .1 1. .0010 .0 .0 .001 72 572 0 5 PIPE 3.0 700. .0040 .0 .0 .013 OVERFLOW .0 700. .0040 50.0 50.0 .016 ' 73 572 0 4 CHANNEL .0 1300. .0060 50.0 50.0 .016 OVERFLOW 50.0 1300. .0060 10.0 10.0 .035 481 577 11 2 PIPE .1 1. .0010 .0 .0 .001 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 1.0 .1 2.0 .2 4.0 .2 6.0 ' .2 12.0 .2 14.0 .2 16.0 .2 18.0 .2 20.0 480 577 6 2 PIPE .1 1. .0010 .0 .0 .001 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 1.0 .0 2.0 .1 4.0 .1 6.0 ' 479 577 6 2 PIPE .1 1. .0010 .0 .0 .001 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 .5 .0 1.0 .1 2.5 .1 8.0 577 477 0 3 .1 1. .0010 .0 .0 .001 477 76 14 2 PIPE .1 1. .0010 .0 .0 .001 ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 2.0 .2 4.0 3 6.0 .3 8.0 _ .3 16.0 .3 20.0 .3 30.0 .4 45.0 .4 60.0 .5 90.0 .6 105.0 ' 76 576 0 1 CHANNEL .0 800. .0070 4.0 4.0 .035 576 574 0 3 .1 1. .0010 .0 .0 .001 75 574 0 1 CHANNEL 5.0 600. .0070 4.0 4.0 .035 ' 574 474 474 74 0 8 3 2 .1 1. PIPE .1 1. .0010 .0010 .0 .0 .0 .0 .001 .001 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 2.2 .5 5.9. 2.0 10.2 4.4 13.6 8.0 16.7 12.5 18-2 13.5 74 572 0 1 CHANNEL 10.0 700. .0080 10.0 10.0 .035 ' 572 472 0 3 .1 1. .0010 .0 .0 .001 472 571 12 2 ,. PIPE .1 1. .0010 .0 .0 .001 - RESERVOIR STORAGCi N`-ACRE_.FEET VS SPILLWAY OUTFLOW .0 3.7 .0 18.0 .7 3.0 .9 6-0 5.1 21.0 7.0 24.0 1.2 7.8 9.0 27.0 1.7 8.0 12.0 30.0 571 471 0 3 .1 1. .0010 .0 .0 .001 471 570 9 2 PIPE .1 1. .0010 .0 .0 .001 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .2 10-0 .4 20.0 .7 30.0 .8 32.0 ' .9 50.0 .9 . 60.0 1.0 100.0 570 470 0 3 .1 1. .0010 .0 .0 .001 470 31 7 2 PIPE .1 1. .0010 .0 .0 .001 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW ' .0 .0 .1 10.0 .1 20.0 .2 30.0 .7 40.0 1.5 160.0 31 275 0 5 PIPE 3.0 108. .0075 .0 .0 .013 OVERFLOW 30.0 108. '.0075 50.0 50.0 .035 33 21 0 1 CHANNEL .0 700. .0080 50.0 .0 .016 ' 2 216 15 2 PIPE .1 77. .0070 .0 .0 .013 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 2.3 .0 16.1 .1 51.3 .6 86.2 6.2 144.7 12.1 169.8 19.6 193.7 28.6 214.8 33.6 224.4 ' 49.3 251.4 59.4 269.7 70.6 288.0 166 167 3 2 PIPE .1 96. .0060 .0 .0 .013 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW 1.6 24.0 3.4 26.4 167 169 .0 0 .0 1 CHANNEL 4.0 260. .0021 2.0 2.0 .035 ' 168 169 5 2 PIPE .1 10. .0010 .0 .0 .013 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 .9 .4 1.4 ..7 93.3 1.0 261.4 5.00 .50 0 5.00 10.00 0 .10 0 5.6 74.3 .10 673 30.0 9.0 10.00 0 10.00 0 5.00 0 .10 0 10.00 0 3.00 0 5.00 .50 0 5.00 .10 0 .2 10.0 .10 0 .1 9.0 .10 0 .1 12.7 10.00 0 .10 0 .3 12.0 .5 75.0 5.00 0 10.00 0 5.00 0 10.00 0 .10 0 15.1 10.2 5.00 0 10.00 0 .10 0 2.5 15.0 9.5 81.0 10.00 0 .10 0 .8 40.0 10.00 0 .10 0 1.0 44.0 3.00 0 5.00 1.50 0 .10 0 2.4 115.7 38.7 233.1 .10 0 4.00 0 .10 0 ' 169 170 0 5 PIPE 2.3 40. .0070 .0 .0 .013 2.27 OVERFLOW 40.0 40. .0070 50.0 50.0 .016 4.00 ' 170 171 174 174 0 3 1 2 CHANNEL PIPE 4.0 .1 460. 10. .0021 .0038 2.0 .0 2.0 .0 .035 .013 4.00 .10 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 1.0 4.0 2.0 4.3 172 173 5 2 PIPE .1 120. .0033 .0 .0 .013 .10 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW ' .0 .0 6.5 5.5 8.0 6.0 9.0 97.9 10.0 266.0 - 173 175 0 4 CHANNEL .0 1200. .0050 4.0 4.0 .035 1.10 OVERFLOW 30.0 1200. .0050 150.0 150.0 .035 3.00 174 175 0 5 PIPE 2.3 75. .0211 .0 .0 .013 2.25 ' OVERFLOW 40.0 75. .0211 50.0 50.0 .016 4.00 175 177 0 5 PIPE 2.5 853. .0123 .0 .0 .013 2.50 OVERFLOW 50.0 853. .0123 50.0 50.0 .016 4.00 176 177 - 7 2 PIPE .1 315. .0020 .0 .0 .013 .10 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW ' .0 .0 .0 1.1 .2 1.7 .8 2.1 1.8 2.6 2.4 94.5 3.1 261.8 177 341 0 5 PIPE 3.0 480. .0100 .0 .0 .013 3.00 OVERFLOW 10.0 480. .0100 50.0 50.0 .016 5.00 ' 178 177 9 2 PIPE .1 1310. .0033 .0 .0 .013 .10 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 2.0 5.0 2.7 5.8 3.4 6.5 4.2 8.8 4.6 16.2 4.9 29.5 5.2 44.0 5.5 60.0 320 321 0 1 CHANNEL 5.0 1350. .0050 4.0 4.0 .035 4.00 ' 321 324 10 2 PIPE .1 300. .0053 .0 .0 .013 .10 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW I .0 .0 .1 .0 .3 2.6 .8 4.3 1.5 5.5 2.5 6.4 3.9 7.3 5.4 8.0 6.3 99.9 7.2 268.0 ' 322 323 3 2 PIPE .1 10. .0100 .0 .0 .013 .10 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 1.9 11.0 4.0 11.3 323 324 0 1 CHANNEL .0 1500. .0142 50.0 .0 .016 1.50 324 331 0 2 PIPE 3.0 36. .0222 .0 .0 .013 3.00 ' 325 326 0 1 CHANNEL 4.0 420. .0050 4.0 4.0 .035 3.00 326 327 0 5 PIPE 3.5 214. .0168 .0 .0 .013 _ 3.50 OVERFLOW 40.0 214. .0168 50.0 50.0 .016 5.00 327 329 0 1 CHANNEL 4.0 750. .0050 4.0 4.0 .035 3.00 ' 328 329 0 5 PIPE 1.8 101. .0149 .0 .0 .. 013 1.75 OVERFLOW .0 101. .0149 133.0 44.0 .016 5.00 329 180 0 1 CHANNEL 5.0 240. .0050 4.0 4.0 .035 4.00 179 324 0 5 PIPE 1.5 80. .0110 .0 .0 .013 1.50 OVERFLOW .0 80. .0110 167.0 167.0 .016 5.00 ' 331 325 0 2 PIPE 3.0 30. .0267 .0 .0 .013 3.00 180 341 11 2 PIPE .1 20. .0040 .0 .0 .013 .10 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .4 4.0 1.0 9.6 1.6 18.0 2.3 28.4 3.0 37.2 ' 3.9 45.6 4.7 52.4 5.0 55.5 5.3 79.9 5.6 140.0 341 4 0 5 PIPE 5.2 120. .0040 .0 .0 .013 5.20 OVERFLOW .0 80. .0060 50.0 50.0 .016 7.00 301 91 9 2 PIPE .1 1. .0050 .0 .0 .013 .10 ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 2.2 .8 4.2 1.9 5.3 2.5 5.8 3.3 13.4 4.3 14.4 4.6 36.2 5.7 57.8 91 93 0 1 CHANNEL .0 1325. .0150 4.0 4.0 .060 5.00 93 94 11 .2 PIPE .1 1. .0050 .0 .0 .013 .10 ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 .0 .5 .0 1.0 .0 1.6 1.9 2.4 5.4 3.3 7.7 4.3 14.0 5.4 20.7 6.5 93.9 7.7 219.5 94 241 0 1 CHANNEL .0 500. .0027 3.0 3.0 .035 5.00 ' 95 93 0 3 ' .0 1. .0010 .0 .0 .001 10.00 357 358 0 1 CHANNEL 16.0 10. .0050 4.0 4.0 .045 4.00 358 359 0 2. PIPE - 9.4 103. .0050 .0 .0 .013 9.44 359 360 0 1 CHANNEL 16.0 950. .0050 4.0 4.0 .045 4.00 360 361 0 2 PIPE 9.4 46. .0050 .0 .0 .013 9.44 ' 361 362 0 1 CHANNEL 16.0 619. .0050 4.0 4.0 .045 4.00 362 363 0 1 CHANNEL 16.0 215. .0050 4.0 4.0 .045 4.00 363 364 0 1 CHANNEL 16.0 415. .0050 4.0 4.0 .045 4.00 364 366 0 4 CHANNEL 16.0 90. .0050 4.0 4.0 .045 5.00 ' OVERFLOW 40.0 90. .0050 50.0 50.0 .035 6.00 369 366 0 4 CHANNEL .0 1125. .0045 4.0 4.0 .035 2.30 OVERFLOW 50.0 1125. .0045 50.0 50.0 .035 - 5.00 366 367 0 4 CHANNEL 16.0 377. .0050 4.0 4.0 .045 5.00 OVERFLOW 40.0 377. .0050 50.0 50.0 .035 6.00 ' 38 373 0 4 CHANNEL .0 1080. .0050 4.0 4.0 .035 3.50 OVERFLOW 40.0 1080. .0050 50.0 50.0 .016 4.50 39 38 0 4 CHANNEL .0 860. .0050 4.0 4.0 .035 3.50 OVERFLOW 40.0 860. .0050 50.0 50.0 .016 4.50 - 651 605 0 4 CHANNEL 2.0 340. .0090 .0 .0 .013 2.00 0 ' 671 605 0 4 OVERFLOW 30.0 340. CHANNEL 2.0 420. .0090 .0080 50.0 .0 50.0 .0 .016 .013 10.00 2.00 0 OVERFLOW 35.0 420. .0080 50.0 50.0 .016 10.00 681 605 0 4 CHANNEL 2.0 440. .0070 .0 .0 .013 2.00 0 OVERFLOW 20.0 440. .0070 50.0 50.0 .016 10.00 691 671 0 1 CHANNEL 35.0 200. .0080 50.0 50.0 .016 10.00 0 ' 611 601 0 4 CHANNEL 1.5 500. .0060 .0 .0 .013 1.50 0 OVERFLOW 40.0 500. .0060 50.0 50.0 .016 4.50 621 601 0 4 CHANNEL 1.5 500. .0120 .0 .0 .013 1.50 0 OVERFLOW 40.0 500. .0120 50.0 50.0 .016 4.50 ' 631 602 0 4 CHANNEL 1.5 600. .0100 .0 .0 .013 1.50 0 OVERFLOW 40.0 600. .0100 50.0 50.0 .016 4.50 593 592 10 2 PIPE .1 1. .0050 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .6 .5 1.1 3.0 1.4 3.6 1.8 6.4 2.5 9.3 2.6 9.7 3.2 11.1 4.0 12.7 5.0 14.1 592 39 0 1 CHANNEL 4.0 1000. .0160 4.0 4.0 .035 3.50 0 594 591 15 2 PIPE .1 1. .0050 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW ' .0 .0 .0 .2 .0 .9 .0 1.6 .1 2.0 .2 2.4 .4 2.7 .7 3.0 1.1 3.3 1.4 3.4 1.7 5.4 2.3 8.4 2.4 8.6 2.9 9.0 3.5 9.5 591 39 0 1 CHANNEL .0 1300. .0050 4.0 4.0 .035 3.50 0 40 373 0 1 CHANNEL 5.0 1400. .0050 4.0 4.0 .035 5.00 0 370 361 9 2 PIPE .1 1. .0050 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 .0 .0 .8 .2 1.1 .4 1.4 .6 2.8 .7 3.2 .8 3.5 1.0 33.5 - ' 371 362 7 2 PIPE .1 1. .0015 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 .5 .1 1.2 .2 1.4 .3 .1.4 .4 1.6 ' 372 363 6 6 1.8 2 _ PIPE .i 1. .0020 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .2 10.0 .4't 22.4 .7 33.3 .9 38.0 1.2 50.5 373 364 18 2 PIPE .1 1. .0042 - .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW ' .0 .0 .1 .0 .5 .0 1.6 .0 3.6 6.4 6.3 16.8 6.9 18.0 7.6 18.8 8.2 19.6 8.9 20.8 9.5 21.6 9.9 31.5 10.3 49.4 10.7 72.6 11.1 99.7 11.5 130.9 13.4 333.7 15.5 429.6 374 38 14 2 PIPE .1 1. .0040 .0 .0 .013 .10 0 ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 .0 .1 .0 .2 .0 .4 1.1 .5 2.1 .5 2.8 .7 3.9 .8 4.8 1.1 5.6 1.3 6.3 1.5 6.9 1.7 7.3 259.9 32 102 0 1 ANNEL 1.0 500. CHANNEL .0060 75.0 1.5 .045 5.00 0 367 368 0 4 CHANNEL 5.0 950. .0070 2.0 2.5 .045 8.00 0 OVERFLOW 35.0 950. .0070 75.0 45.0 .045 14.00 368 102 0 4 CHANNEL 5.0 1960. .0100 3.0 3.0 .045 5.00 0 OVERFLOW 30.0 1960. .0100 60.0 30.0 .045 11.00 ' ,102 410 0 5 PIPE 4.5 50. .0050 .0 .0 .024 5.60 0 OVERFLOW 29.0 50. .0050 25.0 100.0 .018 10.00 201 202 0 3 .1 1. .0010 .0 .0 .001 10.00 0 202 209 0 3 .1 1. .0010 .0 .0 .001 10.00 0 ' 203 209 209 210 0 0 3 3 .1 1. 1. .0010 .0 .0 .001 .001 10.00 10.00 0 0 210 310 0 3 .1 .1 1. .0010 .0010 .0 .0 .0 .0 .001 10.00 0 310 140 16 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW ' .0 .0 .4 .1 1.0 1.2 1.5 2.0 3.4 3.9 4.4 6.6 6.7 7.7 8.9 8.4 10.3 8.8 11.5 9.0 12.4 9.2 13.0 9.3 13.4 9.4 13.7 9.4 13.9 9.5 13.9 9.5 214 315 0 3 .1 1. .0010 .0 .0 .001 10.00 0 ' 215 315 315 216 0 8 3 2 .1 1. PIPE .1 1. .0010 .0010 .0 .0 .0 .0 .001 .001 10.00 .10 0 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 2.0 .2 3.0 .b 4.0 .8 4.5 1.2 5.0 1.4 96.9 1.6 265.0 ' 216 116 0 3 .1 1. .0010 .0 .0 .001 10.00 0 116 140 0 1 CHANNEL 10.0 1650. .0030 4.0 4.0 .035 5.00 0 140 357 0 1 CHANNEL 10.0 700. .0030 4.0 4.0 .035 - 5.00 0 223 224 0 - 3 .1 1. .0010 .0 .0 .001 10.00 0 224 334 334 124 0 11 3 2 .1 1. PIPE .1 1. .0010 .0010 .0 .0 .0 .0 .001 .001 10.00 .10 0 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 4.0 .2 6.0 .5 8.0 1.0 10.0 1.6 12.0 1 I i' 2.5 14.0 3.4 16.0 4.7 18.0 5.1 18.6 5.6 19.3 , 124 226 0 2 PIPE 3.0 825. .0080 .0 .0 .011 5.00 0 -.' 226 336 336 357 0 8 3 2 PIPE .1 1. .1 1. .0010 .0010 .0 .0 .0 .0 .001 .001 10.00 .10 0 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 4.0 .4 6.0 1.0 8.0 1.9 10.0 2.3 10.7 2.5 36.8 2.8 84.3 130 131 0 2 PIPE 3.0 450. .0070 .0 .0 .013 3.00 0 ' 131 330 0 2 PIPE 3.5 250. .0070 .0 .0 .013 3.50 0 -. 330 241 7 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 1.0 .2 2.0 .6 3.0 1.1 4.0 1.9 5.0 . ' 3.0 6.0 251 350 0 3 .1 1. .0010 .0 .0 .001 10.00 0 - 350 216 9 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 1.0 .3 2.0 .6 3.0 .8 3.5 1.1 4.0 ' 1.1 4.1 1.3 96.0 1.5 264.1 252 160 0 3 .1 1. .0010 .0 .0 .001 10.00 0 160 261 0 5 PIPE 1.5 275. .0100 .0 .0 .013 1.50 0 OVERFLOW .0 275. .0100 10.0 10.0 .035 5.00 261 262 0 3 .1 1. .0010 .0 .0 .001 10.00 0 262 365 0 3 .1 1. .0010 .0 .0 .001 10.00 0 365 241 7 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 1.3 6.3 2.4 7.5 2.5 14.0 2.6 25.9 2.7 41.3 ' 2.8 59.5 241 141 0 3 .1 1. .0010 .0 .0 .001 10.00 0 141 357 0 1 CHANNEL 10.0 500. .0030 4.0 4.0 .035 5.00 0 381 382 5 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .5 2.2 1.0 5.5 2.0 6.3 2.1 48.9 382 401 16 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 1.2 .2 2.4 .5 3.6 .6 4.0 .7 6.0 ' .7 7.2 .8 8.4 .8 9.6 .8 10.0 .9 12.0 1.1 20.0 1.2 30.0 1.4 40.0 1.5 50.0 1.5 55.0 401 402 0 1 CHANNEL 2.0 550. .0130 50.0 50.0 .016 1.00 0 402 406 0 1 CHANNEL 2.0 950. .0060 50.0 50.0 .016 1.00 0 ' 400 406 0 1 - CHANNEL 10.0 710. .0060 5.0 6.0 .040 2.00 0 406 380 0 3 .1 1. .0010 .0 .0 .001 .10 0 380 692 12 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 ' RESERVOIR .0 STORAGE IN .0 ACRE-FEET VS SPILLWAY OUTFLOW 2.7 8.8 3.1 9.3 3.2 10.0 3.6 15.0 4.0 20.0 4.9 21.8 5.0 22.0 5.5 22.9 6.2 52.4 6.6 75.1 6.9 107.7 384 404 5 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 1.0 3.7 1.9 9.3 1.9 11.5 2.0 15.5 ' 383 407 7 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .7 1.3 1.3 3.9 1.6 4.4 1.8 4.7 2.0 22.3 2.1 58.7 ' 692 403 7 3 .1 1. .0010 .0 .0 .001 .10 691 DIVERSION TO GUTTER NUMBER 691 - TOTAL 0 VS DIVERTED 0 IN CFS 20.0 .0 21.8 .0 22.0 .0 22.9 .0 52.4 28.4 75.1 50.6 101.7 76.7 403 407 0 1 CHANNEL 5.0 950. .0040 4.0 4.0 .045 5.00 0 ' 407 405 0 3 .1 1. .0010 .0 .0 .001 .10 0 405 410 0 5 PIPE 3.5 2000. .0020 .0 .0 .013 3.50 0 OVERFLOW 40.0 2000. .0020 50.0 50.0 .016 5.00 404 407 0 5 PIPE 3.5 900. .0150 .0 .0 .016 3.50 0 ' OVERFLOW 40.0 900. .0150 50.0 50.0 .016 5.00 388 387 0 1 CHANNEL 5.0 1300. .0070 150.0 150.0 .045 5.00 0 387 386 0 1 CHANNEL 5.0 750. .0070 150.0 150.0 .045 5.00 0 386 284 0 1 CHANNEL 4.0 800, .0030 150.0 150.0 .045 5.00 0 284 283 0 1 CHANNEL 4.0 700. .0063 150.0 150.0 .045 5.00 0 ' 283 282 0 1 CHANNEL 7.0 1000. .0057 70.0 40.0 .045 5.00 0 282 410 0 1 CHANNEL 9.0 800. .0460 9.0 1.5 .045 5.00 0 281 414 0 1 CHANNEL 2.0 1500. .0150 55.0 76.0 .035 5.00 C 409 413 0 1 CHANNEL 1.0 1500. .0100 50.0 50.0 .045 5.00 O ' 410 411 0 4 CHANNEL 5.0 600. .0450 2.5 3.0 .035 7.00 0 OVERFLOW 45.0 600. .0450 25.0 50.0 .035 13.00 411 412 0 4 CHANNEL 5.0 1060. .0038 3.0 2.0 .035 6.00 0 OVERFLOW 30.0 1060. .0038 -. 35.0 60.0 .035 11.00 ' 412 413 0 4 CHANNEL 5.0 870. .0060 5.0 2.0 .035 6.00 0 OVERFLOW 50.0 870. .0060 30.0 45.0 .035 12.00 413 414 0 5 PIPE 5.0 40. .0060 .0 .0 .035 5.00 0 OVERFLOW 50.0 40. .0060 100.0 100.0 .016 10.00 414 415 0 1 CHANNEL 5.0 1180. .0060 30.0 25.0 .035 10.00 0 415 416 0 1 CHANNEL 5.0 1050. .0060 40.0 50.0 .035 10.00 0 416 517 0 1 CHANNEL 5.0 800. .0060 40.0 25.0 .035 6.00 0 ' 517 417 0 3 .1 1. .0010 .0 .0 .001 .10 0 417 0 0 2 PIPE .1 1. .0030 .0 .0 .035 .10 0 TOTAL NUMBER OF GUTTERS/PIPES, 213 ' MCCLELLANDS BASIN MODEL (FULLY INTEGRATED) EXISTING CONDITIONS JUNE 26, 2000 ADOPTED 100-YEAR EVENT FILE: MMC2-100.DAT THE SEAR -BROWN GROUP. ' ARRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES ' GUTTER TRIBUTARY GUTTER/PIPE TRIBUTARY SUBAREA D.A.(AC; 2 8 50 9 0 0 0 0 0 0 0 90 0 0 0 0 0 0 0 0 0 796.: 4 341 0 0 0 0 0 0 0 0 0 150 0 0 0 0 0 0 0 0 0 219.' 6 7 0 0 0 0 0 0 0 0 0 70 0 0 0 0 0 0 0 0 0 34.E 7 0 0 0 0 0 0 0 0 0 0 240 0 0 0 0 0 0 0 0 0 5. t ' 8 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 219.: 9 51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 434.' 11 112 0 0 0 0 0 0 0 0 0 110 111 320 0 0 0 0 0 0 0 6.' 12 11 47 291 0 0 0 0 0 0 0 113 114 0 0 0 0 0 0 0 0 30.1 13 12 0 0 0 0 0 0 0 0 0 115 116 0 0 0 0 0 0 0 0 33.5 14 0 0 0 0 0 0 0 0 0 0 118 0 0 0 0 0 0 0 0 0 1.' 16 34 0 0 0 0 0 0 0 0 0 160 ?121 0 0 0 0 0 0 0 0 9.1 20 0 0 0 0 0 0 0 0 0. 0 200 0 0 0 0 0 0 0 0 0 31.' 21 33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5.t ' 22 16 25 42 0 0 0 0 0 0 0 120 122 0 0 0 0 0 0 0 0- 290.t 25 250 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.: 26 41 36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 235.1 27 270 271 275 0 0 0 0 0 0 0 0' 0 0 0 0 0 0 0 0 0 233. , ' 28 29 0 0 0 0 0 0 0 0 0 281 0 0 0 0 0 0 0 0 0 6." 29 30 0 0 0 0 0 0 0 0 0 282 0 0 0 0 0 0 0 0 0 3. 30 0 0 0 0 0 0 0 0 0 0 283 0 0 0 0 0 0 0 0 0 2.( 31 470 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 213.E 32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .! ' 33 0 0 0 0 0 0 0 0 0 0 330 0 0 0 0 0 0 0 0 0 5. , 34 0 0 0 0 0 0 0 0 0 0 340 0 0 0 0 0 0 0 0 0 4.' 36 0 0 0 0 0 0 0 0 0 0 360 0 0 0 0 0 0 0 0 0 2.. 38 39 374 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 118. ' 39 592 591 0 0 0 0 0 0 0 0 316 0 0 0 0 0 0 0 0 0 103. : 40 0 0 0 0 0 0 0 0 0 0 314 0 0 0 0 0 0 0 0 0 91. 41 27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 233. 42 46 26 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 259, 43 45 22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 312. ' 44 21 0 0 0 0 0 0 0 0 0 210 0 0 0 0 0 0 0 0 0 13. 45 0 0 0 0 0 0 0 0 0 0 220 0 0 0 0 0 0 0 0 0 22. 46 0 0 0 0 0 0 0 0 0 0 260 0 0 0 0 0 0 0 0 0 23. 47 0 0 0 0 0 0 0 0 0 0 230 0 0 0 0 0 0 0 0 0 14. ' 50 6 0 0 0 0 0 0 0 0 0 80 60 0 0 0 0 0 0 0 0 129. 51 13 14 20 -44 43 0 0 0 0 0 130 100 117 190 0 0 0 0 0 0. 434. 72 583 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 99. 73 673 0 0 0 0 0 0 0 0 0 373 0 0 0 0 0 0 0 0 0 8, 74 474 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 61.. ' 75 0 0 0 0 0 0 0 0 0 0 375 0 0 0 0 0 0 0 0 0 28. 76 477 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9. 82 682 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 83 684 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 93. ' 84 0 0 0 0 0 0 0 0 0 0 384 0 0 0 0 0 0 0 0 0 6. 85 82 0 0 0 0 0 0 0 0 0 385 0 0 0 0 0 0 0 0 0 7. 88 89 90 496 0 0 0 0 0 0 0 - 389 393 0 0 0 0 0 0 0 0 37. 89 92 395 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1. ' 90 490 491 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4. 91 301 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28. 92 0 0 0 0 0 0 0 0 0 0 394 0 0 0 0 0 0 0 0 0 1. 93 91 95 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 76. 94 93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 76. 95 0 0 0 0 0 0 0 0 0 0 302 0 0 0 0 0 0 0 0 0 47. 102 602 605 32 368 0 0 0 0 0 0 640 690 0 0 0 0 0 0 0 0 1534. 112 0 0 0 0 0 0 0 0, 0 0 112 0 0 0 0 0 0 0 0 0 1. 116 216 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 818. ' 124 334 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25. 130 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 5. 131 130 0 0 0 0 0 0 0 0 0 31 0 0 0 0 0 0 0 0 0 9. 141 310 116 0 0 0 1 0 0 0 0 40 0 0 0 0 0 0 0 0 1 890, 141 241 0 0 0 0 0 0 0 0 0 0 0 0 0 160 252 0 0 0 0 0 0 0 0 0 0 0 0 0 166 0 0 0 0 0 0 0 0 0 0 204 0 0 0 167 166 0 0 0 0 0 0 0 0 0 0 0 0 0 168 0 0 0 0 0 0 0 0 0 0 205 0 0 0 169 167 168 0 0 0 0 0 0 0 0 0 0 0 0 170 169 0 0 0 0 0 0 0 0 0 0 0 0 0 171 0 0 0 0 0 0 0 0 0 0 206 0 0 0 172 0 0 0 0 0 0 0 0 0 0 203 0 0 0 -- 173 172 0 0 0 0 0 0 0 0 0 0 0 0 0 174 170 171 0 0 0 0 0 0 0 0 .0 0 0 0 175 173 174 0 0 0 0 0 0 0 0 0 0 0 0 ' 176 0 0 0 0 0 0 0 0 0 0 207 0 0 0 177 175 176 178 0 0 0 0 0 0 0 0 0 0 0 178 0 0 0 0 0 0 0 0 0 0 208 0 0 0 ' 179 180 0 329 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 214 213 0 0 0 0 0 0 201 0 0 0 0 0 0 0 0 0 0 1 0 0 0 202 201 0 0 0 0 0 0 0 0 0 2 0 0 0 203 0 0 0 0 0 0 0 0 0 0 3 0 0 0 209 202 203 - 0 0 0 0 0 0 0 0 4 5 7 9 ' 210 209 0 0 0 0 0 0 0 0 0 6 8 10 0 214 0 0 0 0 0 0 0 0 0 0 14 0 0 0 215 0 0 0 0 0 0 0 0 0 0 15 0 0 0 ' 216 223 2 0 315 0 350 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 20 39 21 0 0 22 0 224 223 0 0 0 0 0 0 0 0 0 23 24 0 0 226 124 0 0 0 0 0 0 0 0 0 25 26 0 0 241 94 330 365 0 0 0 0 0 0 0 42 0 0 0 250 0 0 0 0 0 0 0 0 0 0 250 0 0 0 ' 251 0 0 0 0 0 0 0 0 0 0 50 0 0 0 252 0 0 0 0 0 0 0 0 0 0 63 0 0 0 261 160 0 0 0 0 0 0 0 0 0 61 0 0 0 262 261 0 0 0 0 0 0 0 0 0 62 0 0 0 ' 270 0 0 0 0 0 0 0 0 0 0 270 0 0 0 271 0 0 0 0 0 0 0 0 0 0 271 0 0 0 272 0 0 0 0 0 0 0 0 0 0 272 0 0 0 275 272 28 31 0 0 0 0 0 0 0 280 0 0 0 281 0 0 0 0 0 0 0 0 0 0 508 0 0 0 ' 282 283 0 0 0 0 0 0 0 0 0 0 0 0 0 283 284 0 0 0 0 0 0 0 0 0 511 0 0 0 284 386 0 0 0 0 0 0 0 0 0 0 0 0 0 291 0 0 0 0 0 0 0 0 0 0 290 0 0 0 ' 301 0 0 0 0 0 0 0 0 0 0 301 0 0 0 310 210 0 0 0 0 0 0 0 0 0 0 0 0 0 315 214 215 0 0 0 0 0 0 0 0 0 0 0 0 320 0 0 0 0 0 0 0 0 0 0 201 0 0 0 321 320 0 0 0 0 0 0 0 0 0 209 0 0 0 ' 322 0 0 0 0 0 0 0 0 0 0 202 0 0 0 323 322 0 0 0 0 0 0 0 0 0 0 0 0 0 324 321 323 179 0 0 0 0 0 0 0 165 0 0 0 325 331 0 0 0 0 0 0 0 0 0 211 0 0 0 ' 326 325 0 0 0 0 0 0 0 0 0 0 0 0 0 327 326 0 0 0 0 0 0 0 0 0 216 0 0 0 328 0 0 0 0 0 0 0 0 0 0 212 0 0 0 ' 329 330 327 131 328 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 32 0 0 0 0 0 0 331 324 0 0 0 0 0 0 0 0 0 215 0 0 0 334 224 0 0 0 0 0 0 0 0 0 0 0 0 0 336 226 0 0 0 0 0 0 0 0 0 0 0 0 0 341 177 180 0 0 0 0 0 0 0 0 0 0 0 0 ' 350 251 0 0 0 0 0 0 0 0 0 0 0 0 0 357 140 336 141 0 0 0 0 0 0 0 41 0 0 0 358 357 0 0 0 0 0 0 0 0 0 0 0 0 0 ' 359 360 358 359 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 307 0 0 0 0 0 0 361 360 370 0 0 0 0 0 0 0 0 0 0 0 0 362 361 371 0 0 0 0 0 0 0 0 309 0 0 0 363 362 372 0 0 0 0 0 0 0 0 312 0 0 0 364 363 373 0 0 0 0 0 0 0 0 0 0 0 0 ' 365 262 0 0 0 0 0 0 0 0 0 0 0 0 0 366 364 369 0 0 0 0 0 0 0 0 0 0 0 0 367. 366 0 0 0 0 0 0 0 0 0 313 0 0 0 368 601 367 0 0 0 0 0 0 0 0 600 660 0 0 ' 369 0 0 0 0 0 0 0 0 0 0 305 0 0 0 370 0 0 0 0 0 0 0 0 0 0 308 0 0 0 371 0 0 0 0 0 0 0 0 0 0 311 0 0 0 172 0 0 0 0 0 0 0 0 0 0 316 0 0 0 ' 1 p 1 I 1 1 1 1 1 373 38 40 0 0 0 0 0 0 0 0 374 0 0 0 0 0 0 0 0 0 0 380 406 0 0 0 0 0 0 0 0 0 381 0 0 0 0 0 0 0 0 0 0 382 381 0 0 0 0 0 0 0 0 0 383 0 0 0 0 0 0 0 0 0 0 384 0 0 0 0 0 0 0 0 0 0 386 387 0 0 0 0 0 0 0 0 0 387 388 0 0 0 0 0 0 0 0 0 388 0 0 0 0 0 0 0 0 0 0 395 0 0 0 0 0 0 0 0 0 0 400 0 0 0 0 0 0 0 0 0 0 401 382 0 0 0 0 0 0 0 0 0 402 401 0 0 0 0 .0 0 0 0 0 403 692 0 0 0 0 0 0 0 0 0 404 384 0 0 0 0 0 0 0 .0 0 405 407 0 0 0 0 0 0 0 0 0 406 402 400 0 0 0 0 0 0 0 0 407 383 403 404 0 0 0 0 0 0 0 409 0 0 0 0 0 0 0 0 0 0 410 102 405 282 0 0 0 0 0 0 0 411 410 0 0 0 0 0 0 0 0 0 412 411 0 0 0 0 0 0 0 0 0 413 409 412 0 0 0 0 0 0 0 0 414 281 413 0 0 0 0 0 0 0 0 415 414 0 0 0 0 0 0 0 0 0 416 415 0 0 0 0 0 0 0 0 0 417 517 0 0 0 0 0 0 0 0 0 470 570 0 0 0 0 0 0 0 0 0 471 571 0 0 0 0 0 0 0 0 0 472 572 0 0 0 0 0 0 0 0 0 474 574 0 0 0 0 0 0 0 0 0 477 577 0 0 0 0 0 0 0 0 0 479 0 0 0 0 0 0 0 0 0 0 480 0 0 0 0 0 0 0 0 0 0 481 0 0 0 0 0 0 0 0 0 0 483 0 0 0 0 0 0 0 0 0 0 486 586 0 0 0 0 0 0 0 0 0 488 588 0 0 0 0 0 0 0 0 0 490 0 0 0 0 0 0 0 0 0 0 491 0 0 0 0 0 0 0 0 0 0 496 0 0 0 0 0 0 0 0 0 0 497 0 0 0 0 0 0 0 0 0 0 517 416 0 0 0 0 0 0 0 0 0 570 471 0 0 0 0 0 0 0 0 0 571 472 0 0 0 0 0 0 0 0 0 572 72 73 74 0 0 0 0 0 0 0 574 576 75 0 0 0 0 0 0 0 0 576 76 0 0 0 0 0 0 0 0 0 577 481 480 479 0 0 0 0 0 0 0 582 0 0 0 0 0 0 0 0 0 0 583 83 483 0 0 0 0 0 0 0 0 584 486 0 0 0 0 0 0 0 0 0 586 488 85 84 0 0 0 0 0 0 0 588 88 497 0 0 0 0 0 0 0 0 591 594 0 0 0 0 0 0 0 0 0 592 593 0 0 0 0 0 0 0 0 0 593 0 0 0 0 0 0 0 0 0 0 594 0 0 0 0 0 0 0 0 0 0 601 611 621 0 0 0 0 0 0 0 0 602 631 0 0 0 0 0 0 0 0 0 605 651 671 681 0 0 0 0 0 0 0 611 0 0 0 0 0 0 0 0 0 0 621 0 0 0 0 0 0 0 0 0 0 631 0 0 0 0 0 0 0 0 0 0 651 0 0 0 0 0 0- 0 0 0 0 671 691 0 0 0 0 0 0 0 0 0 673 0 0 0 0 0 0 0 0 0 0 681 0 0 0 0 0 0 0 0 0 0 682 582 0 0 0 0 0 0 0 0 0 683 0 0 0 0 0 0 0 0 0 0 684 584 0 0 0 0 0 0 0 0 0 691. 0 0 0 0 0 0 0 0 0 0 692 380 0 0 0 0 0 0 0 0 0 NONCONVERGENCE IN GUTTER DURING TIME STEP 387 AT CONVEYANCE ELEMENT 371. NONCONVERGENCE IN GUTTER DURING TIME STEP 430 AT CONVEYANCE ELEMENT 45 NONCONVERGENCE IN GUTTER DURING TIME STEP 439 AT CONVEYANCE ELEMENT 334 NONCONVERGENCE IN GUTTER DURING TIME STEP 443 AT CONVEYANCE ELEMENT 481 0 0 0 0 0' 315 0 0 0 0 0 0 0 0 0 0 0 0 0 0 404 0 0 0 0 406 0 0 0 0 407 0 0 0 0 512 0 0 0 0 0 0 0 0 0 513 0 0 0 0 0 0 0 0 0 400 0 0 0 0 0 0 0 0 0 405 0 0 0 0 0 0 0 0 0 408 0 0 0 0 0 0 0 0 0 401 402 0 0 0 0 0 0 0 0 505 0 0 0 0 0 0 0 0 0 509 510 0 0 0 506 507 0 0 0 514 0 0 0 0 0 0 0 0 0 503 504 0 0 0 501 0 0 0 0 Or 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 379' 0 0 0 0 380 0 0 0 0 381 0 0 0 0 383 0 0 0 0 0 0 0 0 0 0 0 0 0 0 390 0 0 0 0 391 0 0 0 0 396 0 0 0 0 397 0 0 0 0 500 502 0 0 0 370 0 0 0 0 371 0 0 0 0 372 0 0 0 0 374 0 0 0 0 376 0 0 0 0 377 378 0 0 0 382 0 0 0 0 0 0 0 0 0 0 0 0 0 0 386 387 0. 0 0 388 392 0 0 0 0 0 0 0 0 0 0 0 0 0 318 0 0 0 0 317 0 0 0 0 0 0 0 0 0 0 0 0 0 0 403 0 0 0 0 610 0 0 0 0 620 0 0 0 0 630 0 0 0 0 650 0 0 0 0 670 0 0 0 0 0 0 0 0 0 680 0 0 0 0 0 0 0 0 0 0 0 . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ;1 NONCONVERGENCE IN GUTTER DURING TIME STEP 443 AT CONVEYANCE ELEMENT 46 NONCONVERGENCE IN GUTTER DURING TIME STEP 449 AT CONVEYANCE ELEMENT 477 ' NONCONVERGENCE IN GUTTER DURING TIME STEP 488 AT CONVEYANCE ELEMENT 382 McCLELLANDS BASIN MODEL (FULLY INTEGRATEb)"E%ISTING CONDITIONS JUNE 26, 2000 ' ADOPTED 100-YEAR EVENT FILE: MMC2-100.DAT THE SEAR -BROWN GROUP. HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 10 CONVEYANCE ELEMENTS THE UPPER NUMBER IS DISCHARGE IN CFS THE LOWER NUMBER IS ONE OF THE FOLLOWING CASES: ( ) DENOTES DEPTH ABOVE INVERT IN FEET ' (S) DENOTES STORAGE IN AC -FT FOR DETENTION DAM. DISCHARGE INCLUDES SPILLWAY OUTFLOW. (I) DENOTES GUTTER INFLOW IN CFS FROM SPECIFIED INFLOW HYDROGRAPH (D) DENOTES DISCHARGE IN CFS DIVERTED FROM THIS GUTTER DENOTES STORAGE IN AC -FT FOR SURCHARGED GUTTER '(0) TIME(HR/MIN) 2 42 61 63 102 174 250 324 331 358 .00 .00 .00 .00 "0 .00 .00 .00 .00( ) .02( ) .00( ) .00( ) .01( ) .01( ) .00( ) .01( ) .01( ) .00( ) 0 2. .01 .00 .00 .00 .00 .00 .00 .01 .01 .00 .00( ) .02( ) .00( ) .00( ) .03( ) .01( ) . .00( ) .03( ) .02( ) .01( ) 0 3. .01 .01 .00 .00 .01 .00 .00 .03 .03 .00 .00( ) .03( ) .00( ) .00( ) .05( ) .02( ) .00( ) .04( ) .04( ) .01( ) ' 0 4. .01 .01 .00 .00 .03 .01 .01 .04 .04 .01 .00( ) .03( ) .00( ) .00( ) .07( ) .02( ) .00( ) .04( ) .05( ) .03( ) 0 5. .02 .02 .00 .00 .04 .01 .01 .04 .05 .02 .00( ) .05( ) .00( ) .00( ) .08( ) .02( ) .00( ) .05( ) .05( ) .04( ) ' 0 6. .01 .02 .00 .00 .04 .01 .01 .05 .06 .03 .00( ) .05( ) .00( ) .00( ) .08( ) .02( ) .00( ) .05( ) .05( ) .04( ) 0 7. .74 .09 .00 .00 .07 .01 .10 .47 .51.07 .00( ) .09( ) .00( ) .00( ) .11( ) .02( ) .00( ) .15( ) .15( ) .07( ) 0 8. 1.64 .38 .00 .00 .22 .01 .20 1.84 2.13 .30 .00( ) .18( ) .00( ) .00( ) .18( ) .02( ) .00(s) .28( ) .29( ) .13( ) 0 9. 1.63 1.01 .00 .00 .49 .01 .20 2.90 3.39 .82 .00( ) .28( ) .00( ) .00( ) .26( ) .03( ) .00(S) .35( ) .36( ) .21( ) ' 0 10. 2.41 .00(S) 1.92 .38( ) .00 .00( ) .00 .00( ) .83 .33( ) .01 .03( .20 ) .00(S) 3.97 .41( ) 4.53 .42( ) 1.40 .27( ) 0 11. 2.87 3.07 .00 .00 1.26 .02 .21 4.91 5.62 2.00 . .00(S) .47( ) .00( ) .00( ) .41( ) .04( ) .00(S) .45( ) .46( ) .31( ) 0 12. 4.11 4.41 .00 .00 1.77 .04 .21 5.82 6.57 2.65 .00(S) .56( ) .00( ) .00( ) .48( ) .05( ) .00(S) .49( ) .50( ) .36( ) ' 0 13. 6.11 5.87 .00 .00 2.31 .06 .22 6.39 7.20 3.31 .01(S) .64( ) .00( ) .00( ) .54( ) .06( ) .00(S) .52( ) .52( ) .40( ) 0 14. 8.98 7.33 .00 .00 2.85 .08 .23 7.01 7.80 3.97 .01(S) .71( ) .00( ) .00( ) .60( ) .07( ) .01(S) .54( ) .54( ) .43( ) ' 0 15. 12.84 8.75 .00 .00 3.39 .12 .23 7.39 8.23 4.68 .02(s) .78( ) .00( ) .00( ) .65( ) .09( ) .01(S) .55( ) .56( ) .47( ) 0 16. 17.48 10.41 .00 .00 4.14 .18 .24 9.45 10.43 5.81 .02(S) .85( ) .00( ) .00( ) .72( ) .10( ) .01(S) .62( ) .63( ) .52( ) 0 17. 22.47 12.56 .00 .00 5.00 .27 -.25 11.38 12.72 7.46 ' .04(S) .93( ) .00( ) .00( ) .79( ) .13( ) .01(S) .69( ) .69( ) .58( ) 0 18. 29.41 14.86 .00 .00 5.77 .41 .25 12.40 13.69 9.09 .05(S) 1.01( ) .00( ) .00( ) .84( ) .15( ) .02(S) .72( ) .72( ) .64( ) 0 19. 38.33 16.27 .00 .00 6.57 .61 .25 13.38 14.79 10.79 ' .08(S) 1.05( ) .00( ) .00( ) .90( ) .18( ) .02(S) .74( ) .75( ) .69( ) 0 20. 49.22 16.74 .00 .00 7.37 .88 .25 13.93 15.30 12.76 .10(5) 1.07( ) .00( ) .00( ) .95( ) .22( ) .02(S) .76( ) .76( ) .75( ) 0 21. 53.76 17.32 .00 .00 8.39 1.24 .25 16.04 17,63 15.43 .14(S) . 1.08( ) .00( ) .00( ) 1.01( ) .26( ) .03(S) .82( ) .82( ) .82( ) ' 0 22. 58.05 18.09 .00 .00 9.57 1.68 .26 17.98 19.79 19.02 .20(S) 1.11( ) .00( ) .00( ) 1.08( ) .30( ) .03(S) .86( ) .87( ) .90( ) - 0 23. 63.93 18.84 .00 .00 10.73 2.22 .26 19.20 21.06 23.02 .28(S) 1.13( ) .00( ) .00( ) 1.15( ) .34( ) .03(S) .89( ) .89( ) .99( ) ' 0 24. 71.44 19.42 .00 .00 12.02 2.85 .26 20.35 22.27 27.46 .39(S) 1.15( ) .00( ) .00( ) 1.22( ) .38( ) .04(S) .92( ) .92( ) 1.07( ) 0 25. 80.62 19.89 .00 .00 13.40 3.56 .26 21.29 23.21 32.37 ' 0 26. .51(S) 87.52 1.16( 20.66 ) .00( .00 ) .00( ) .00 1.29( ) 16.02 .43( 4.34 ) .04(S) .27 .94( ) 29.57 .94( ) 32.30 1.16( 40.21 ) .67(S) 1.18( ) .00( ) .00( ) 1.41( ) .47( ) .05(S) 1.12( ) 1.12( ) 1.29( ) 0 27. 90.90 22.12 .00 .00 19.38 5.21 .27 37.13 40.91 50.55 .87(S) 1.22( ) .00( ) .00( ) 1.56( ) .52( ) .06(S) 1.27( ) 1.27( ) 1.44( ) 1 1 0 28. 95.20 23.83 .00 .00 22.64 6.18 .28 40.41 43.97 60.35 - 1.13(S) 1.27( ) .00( ) .00( ) 1.69( ) .56( ) .07(S) 1.33( ) 1.33( ) 1.57( ) ' 0 29. 100.59 1.45(S) 25.32 1.31( .00 ) .00( ) .00 .00( ) 27.42 1.88( ) 7.26 .61( ) .28 .08(S) 44.50 1.41( ) 48.35 .1.40( 70.69 ) 1.70( ) 0 30. 107.18 26.40 .00 .00 32.67 8.48 .29 46.61 50.32 81.23 1.85(S) 1.33( ) .00( ) .00( ) 2.07( ) .66( ) .09(S) 1.44( ) 1.43( ) 1.82( ) 0 31. 115.30 28.02 .00 .00 40.68 9.87 .29 65.30 70.77 97.45 2.33(S) 1.37( ) .00( ) .00( ) 2.36( ) .72( ) .10(S) 1.77( ) 1.76( ) 1.99( ) ' 0 32. 120.14 31.19 .00 .00 50.87 11.48 .29 78.12 85.34 117.26 2.94(S) 1.45( ) .00( ) .00( ) 2.71( ) .77( ) .12(S) 2.00( ) 2.00( ) 2.18( ) 0 33. 125.85 34.59 .00 .00 60.99 13.34 .30 84.35 90.76 134.05 3.69(S) 1.53( ) .00( ) .00( ) 3.07( ) .84( ) .13(S) 2.12( ) 2.09( ) 2.33( ) ' 0 34. 132.85 37.81 .00 .00 73.18 15.52 .30 92.12 99.26 151.84 4.61(S) 1.60( ) .00( ) .00( ) 3.58( ) .91( ) .15(S) 2.28( ) 2.25( ) 2.48( ) 0 35. 141.24 43.70 .00 .00 83.37 17.95 .30 96.20 102.86 169.08 5.71(S) 1.72( ) .00( ) .00( ) 5.67( ) .99( ) .17(S) 2.38O 2.32( ) 2.62( ) 0 36. 148.18 51.72 .00 .00 96.93 20.41 .31 79.87 84.58 177.38 ' 6.98(S) 1.88( ) .00( ) .00( ) 5.82( ) 1.06( ) .19(S) 2.04( ) 1.99( ) 2.69( ) 0 37. 154.16 58.78 .00 .00 111.06 22.73 .31 70.90 73.49 182.79 8.38(S) 2.01( ) .00( ) .00( ) 5.90( ) 1.13( ) .21(S) 1.87( ) 1.80( ) 2.73( ) 0 38. 160.54 65.03 .00 .00 126.41 25.41 .31 66.66 70.26 191.67 ' 9.88(S) 2.12( ) .00( ) .00( ) 5.97( ) 1.21( ) .22(S) 1.80( ) 1.75( ) 2.80( ) 0 39. 167.17 71.33 .00 .00 144.69 29.27 .31 65.33 67.69 199.74 11.43(S) 2.23( ) .00( ) .00( ) 6.04( ) 1.32( ) .23(S) 1.77( ) 1.71( ) 2.86( ) 0 40. 172.83 73.54 .00 .00 165.25 33.89 .31 65.65 69.00 209.05 13.01(S) 2.26( ) .00( ) .00( ) 6.10( ) 1.46( ) .24(S) 1.78( ) 1.73( ) 2.93( ) ' 0 41. 177.82 75.59 .00 .00 187.35 38.06 .31 59.06 61.03 216.04 14.60(S) 2.30( ) .00( ) .00( ) 6.16( ) 1.59( ) . .25(S) 1.66( ) 1.61( ) 2.98( ) 0 42. 182.74 79.22 .00 .00 210.87 41.36 .32 56.45 58.54 222.43 16.16(S) 2.36( ) .00( ) .00( ) 6.22( ) 1.70( ) .25(S) 1.62( ) 1.57( ) 3.02( ) ' 0 43. 187.56 83.46 .00 .00 235.91 43.64 .32 53.78 55.46 229.56 17.69(S) 2.42( ) .00( ) .00( ) 6.27( ) 1.79( ) .26(S) 1.57( ) 1.52( ) 3.07( ) 0 44. 192.23 87.88 .00 .00 261.49 45.04 .32 53.24 55.09 236.47 19.18(S) 2.49( ) .00( ) .00( ) 6.32( ) 1.85( ) .26(S) 1.56( ) 1.51( ) 3.12( ) ' 0 45. 195.98 92.41 .00 .00 287.31 45.82 .32 51.64 53.35 243.73 20.62(S) 2.56( ) .00( ) .00( ) 6.36( ) 1.88( ) .27(S) 1.53( ) 1.48( ) 3.17( ) 0 46. 199.24 96.68 .00 •.00 312.64 46.16 .32 48.61 50.07 249.74 22.00(S) 2.63( ) .00( ) .00( ) 6.40( ) 1.90( ) .28(5) 1.48( ) 1.43( ) 3.21( ) 0 47. 202.37 100.29 .00 .00 338.10 46.15 .32 45.30 46.44 255.79 ' 23.32(S) 2.68( ) .00( ) .00( ) 6.44( ) 1.90( ) .28(S) 1.42( ) 1.37( ) 3.25( ) 0 48. 205.36 103.34 .00 .00 364.73 45.86 .32 44.21 45.31 262.71 24.59(S) 2.73( ) .00( ) .00( ) 6.48( ) 1.89( ) .28(S) 1.40( ) 1.35( ) 3.30( ) ' 0 49. 208.21 25.80(S) 105.90 2.77( .00 ) .00( ) .00 .00( ) 392.96 6.52( ) 45.38 1.86( ) .32 .29(S) 42.35 1.37( ) 43.43 1.32( 270.34 ) 3.35( ) 0 50. 210.94 108.07 .00 .00 423.18 44.80 .32 41.82 42.82 278.83 26.96(S) 2.80( ) .00( ) .00( ) 6.56( ) 1.84( ) .29(S) 1.36( ) 1.31( ) 3.40( ) 0 51. 213.55 109.94 .00 .00 455.19 44.18 .32 39.99 41.02 287.93 28.06(S) 2.83( ) .00( ) .00( ) 6.60( ) 1.81( ) .29(S) 1.32( ) 1.28( ) 3.46( ) ' 0 52. 215.80 111.25 .00 .00 488.55 43.55 .32 39.19 40.00 297.20 29.12(S) 2.85( ) .00( ) .00( ) 6.63( ) 1.78( ) .30(S) 1.31( ) 1.26( ) 3.52( ) 0 53. 217.73 112.27 .00 .00 522.54 42.94 .32 38.02 38.98 306.46 30.13(S) 2.86( ) .00( ) .00( ) 6.67( ) 1.76( ) .30(S) 1.29( ) 1.24( ) 3.58( ) ' 0 54. 219.57 112.98 .00 .00 556.17 42.34 .32 37.55 38.32 315.34 31.11(S) 2.87( ) .00( ) .00( ) 6.71( ) 1.74( ) .30(S) 1.28( ) 1.23( ) 3.64( ) 0 55. 221.35 113.32 .00 .00 588.60 41.78 .32 36.73 37.68 323.96 32.04(S) 2.88( ) .00( ) .00( ) 6.74( ) 1.71( ) .30(S) 1.26( ) 1.22( ) 3.69( ) 0 56. 223.07 113.33 .00 .00 619.02 41.27 .33 36.04 36.76 331.92 ' 32.95(S) 2.88( ) .00( ) .00( ) 6.77( ) 1.70( ) .31(S) 1.25( ) 1.20( ) 3.74( ) 0 57. 224.70 112.99 .00 .00 647.00 40.79 .33 35.12 35.96 339.19 33.82(S) 2.87( ) .00( ) .00( ) 6.79( ) 1.68( ) .31(S) 1.23( ) 1.19( ) 3.78( ) 0 58. 226.16 112.37 .00 .00 672.31 40.34 .33 34.69 35.36 345.75 ' 34.66(S) 2.86( ) .00( ) .00( ) 6.82( ) 1.66( ) .31(S) 1.22( ) 1.18( ) 3.82( ) 0 59. 227.58 111.49 .00 .00 694.87 39.92 .72 34.06 34.87 351.66 35.48(S) 2.85( ) .00( ) .00( ) 6.84( ) 1.65( ) .31(S) 1.21( ) 1.17( ) 3.86( ) 1 0. 228.95 110.43 .00 .00 714.40 39.52 .99 36.85 37.35 356.90 36.27(S) 2.84( ) .00( ) .00( ) 6.85( ) 1.64( ) .31(S) 1.26( ) 1.21( ) 3.89( ) 1 1. 230.28 109.19 .00 .00 727.59 39.16 1.18 42.14 42.78 361.43 37.04(S) 2.82( ) .00( ) .00( ) 6.86( ) 1.62( ) .31(S) 1.36( ) 1.31( ) 3.92( ) 1 2. 231.57 107.87 .00 .00 M.09 38.83 1.31 46.67 47.19 365.24 37.78(S) 2.80( ) .00( ) .00( ) 6.87( ) 1.61( ) .31(S) 1.45( ) 1.38( ) 3.94( ) ' 1 3. 232.82 106.51 .00 .00 749.11 38.51 1.39 50.17 50.83 368.44 38.50(S) 2.78( ) .00( ) .00( ) 6.88( ) 1.60( ) .31(S) 1.51( ) 1.44( ) 3.96( ) 1 4. 234.02 104.85 .00 .00 760.52 38.22 1.44 53.13 53.68 371.05 1 5. 39.20(S) 235.19 2.75( 102.94 ) .00( ) .00 .00( ) .00 6.89( ) 773.03 1.59( ) 37.95 .31(S) 1.47 1.56( ) 55.35 1.49( 56.04 ) 3.98( ) 373.21 39.88(S) 2.72( ) .00( ) .00( ) 6.90( ) 1.58( ) .31(S) 1.60( ) 1.52( ) 3.99( ) 1 6. 236.32 101.15 .00 .00 784.20 37.70 1.48 57.08 57.64 374.90 40.54(S) 2.70( ) .00( ) .00( ) 6.91( ) 1.58( ) .31(S) 1.63( ) 1.55( ) 4.00( ) 1 7. 237.42 99.38 .00 .00 794.23 37.47 1.49 58.26 58.93 376.25 41.18(S) 2.67( ) -.00( ) .00C ) 6.92( ) 1.57( ) 31(S) 1.65( ) 1.57( ) 4.01( ) 1 S. 238.48 97.69 .00 .00 803.07 37.24 1.48 59.21 59.78 377.32 ' 41.79(S) 2.64( ) .00( ) .00( ) 6.93( ) 1.56( ) 31(S) 1.67( ) 1.59( ) 4.01( ) 1 9. 239.51 96.05 .00 .00 810.83 37.03 1.47 59.77 60.44 378.16 _ 42.40(S) 2.62( ) .00( ) .00( ) 6.93( ) 1.55( ) 31(S) 1.68( ) 1.60( ) 4.02( ) 1 10, 240.51 94.50 .01) .00 1117.53 36.84 1.46 60.111 60.76 378.82 42.98(S) 2.60( ) .00( ) .00( ) 6.94( ) 1.55( ) 31(S) 1.68( ) 1.60C ) - 4.02( ) ' 1 11. 241148 93.01 .00 .00 823.21 36.65- 1.45 60.22 60.89 379.32 43.54(S) 2.57( ) .00( ) .00( ) 6.94( ) 1.54( ) 31CS) 1.69( ) 1.60( ) 4.02( ) 1 12. 242.43 91.59 .00 .00 827.92 36.48 1.44 60.16 60.74 379.68 44.09(S) 2.55( ) .00( ) .00( ) 6.95( ) 1.54C ) 31(S) 1.68( ) 1.60( ) 4.03( ) ' 1 13. 243.35 90.24 .00 .00 831.72 36.31 1.42 59.93 60.58 379.96 44.63(S) 2.53( ) .00( ) .00( ) 6.95( ) 1.53( ) 31(S) 1.68( ) 1.60( ) 4.03( ) 1 14. 244.24 88.97 .00 .00 834.66 36.15 1.41 59.64 60.22 380.17 ' 1 15. 45.15(S) 245.12 2.51( ) 87.77 .00( ) .00 .00( .00 ) 6.95( .) 836.81 1.53( 35.99 ) 31(S) 1.39 1.68( ) 59.23 1.59( ) 59.88 4.03( ) 380.33 45.66(S) 2.49( ) .00( ) .00( ) 6.95( ) 1.52( ) 31(S) 1.67( ) 1.59( ) 4.03( ) 1 16. 245.96 86.66 .00 .00 838.19 35.85 1.38 58.70 59.28 380.41 46.15(S) 2.47( ) .00( ) .00( ) 6.95( ) 1.52( ) 31(S) 1.66( ) .1.58( ) 4.03( ) 1 17. 246.79 85.61 .00 .00 838.84 35.70 1.36 58.09 58.72 380.44 ' 46.63(S) 2.46( ) .00( ) .00( ) 6.95( ) 1.51( ) 31(S) 1.65( ) 1.57( ) 4.03( ) 1 1 18. 247.60 84.65 .00 .00 838.85 35.57 1.35 57.49 58.07 380.48 ' 47.10(S) 2.44( ) .00( ) .00( ) 6.95( ) 1.51( ) 31(S) 1.64( ) 1.56( ) 4.03( ) 1 19. 248.39 83.74 .00 .00 838.28 35.44 1.33 56.84 57.47 380.50 ' 47.56(S) 2.43( ) -.00( ) .00( ) 6.95( ) 1.51( ) 31(S) 1.63( ) 1.55( ) 4.03( ) .�. 1 20. 249.16 82.91 .00 .00 837.20 35.31 1.32 56.21 56.79 380.51 48.01(S) 2.41C ) .00( ) .00( ) 6.95( ) 1.50C ) .31(S) 1.62( ) 1.54( ) 4.03( ) 1 21. 249.91 82.12 .00 .00 835.66 35.19 1.31 55.49 56.10 380.48 48.45(S) 2.40( ) .00( ) .00( ) 6.95( ) 1.50( ) 31(S) 1.60( ) 1.53( ) 4.03( ) ' 1 22. 250.65 81.40 .00 .00 833.71 35.07 1.30 54.78 55.34 380.41 48.87(S) 2.39( ) .00( ) .00( ) 6.95( ) 1.49( ) 31(S) 1.59( ) 1.51( ) 4.03( ) 1 23. 251.36 80.72 .00 .00 831.39 34.95 1.28 54.07 54.67 380.34 49.29(S) 2.38( ) .00( ) .00( ) 6.95( ) 1.49( ) 31(S) 1.58( ) 1.50( ) 4.03( ) ' 1 24. 252.10 80.10 .00 .00 828.77 34.84 1.27 53.39 53.95 380.24 49.70(S) 2.37( ) .00( ) .00( ) 6.95( ) 1.49( ) 31(S) 1.57( ) 1.49( ) 4.03( ) 1 25. 252.83 79.52 .00 .00 825.89 34.73 1.26 52.72 53.31 380.14 50.10(S) 236( ) .00( ) .00( ) 6.94( ) 1.48( ) 31(S) 1.55( ) 1.48( ) 4.03( ) 1 26. 253.53 78.98 .00 .00 822.77 34.63 1.25 52.00 52.56 380.00 ' 50.49(S) 235( ) .00( ) .00( ) 6.94( ) 1.48( ) 31(S) 1.54( ) 1.47( ) 4.03( ) 1 27. 254.22 78.49 .00 .00 819.44 34.52 1.24 51.29 51.87 379.84 50.87(S) 234( ) .00( ) .00( ) 6.94( ) 1.48( ) 31(S) 1.53( ) 1.46C ) 4.03( ) 1 28. 254.90 78.06 .00 .00 815.96 34.42 1.23 50.63 51.17 379.67 ' 51.24(S) 2.34( ) .00( ) .00( ) 6.94( ) 1.47( ) 31(S) 1.52( ) 1.45( ) 4.03( ) 1 29. 255.55 77.70 .00 .00 812.33 34.33 1.21 49.97 50.54 379.48 51.60(S) 2.33( ) .00( ) .00( ) 6.93( ) 1.47( ) 31(S) 1.51( ) 1.44( ) 4.03( ) 1 30. 256.20 77.45 .00 .00 1108.61 34.23 1.20 4936 49.90 379,29 ' 51.95(S) 2.33( ) .00( ) .00( ) 6.93( ) 1.47( ) 31(S) 1.49( ) 1.42( ) 4.02( ) 1 31. 256.83 77.29 .00 .00 804.79 34.14 1.20 48.69 49.25 379.08 5230(S) 2.32( ) .00( ) .00( ) 6.93( ) 1.47( ) 31(S) 1.48O 1.41( ) 4.02( ) 1 32. 257.44 77.26 .00 .00 800.90 34.05 1.18 48.05 48.58 378.83 52.64(S) 2.32( ) .00( ) .00( ) 6.92( ) 1.46( ) 31(S) 1.47( > 1.40( ) 4.02( ) t 1 33. 258.04 77.33 .00 .00 796.96 33.96 1.17 47.44 47.99 378.59 52.97(S) 2.32( ) .00( ) .00( ) 6.92( ) 1.46( ) .31(S) 1.46( ) 1.39( ) 4.02( ) 1 34. 258.62 77.52 .00 .00 792.98 33.87 1.16 46.86 47.38 378.33 ' 1 35. 53.29(S) 259.19 2.33( ) 77.82 .00( ) .00 .00( .00 ) 6.92( ) 788.99 1.46C 33.79 ) .31(S) 1.15 1.45( ) 46.30 1.38( ) 46. 84 4.02( ) 378.07 53.60(S) 2.33( ) .00( ) .00( ) 6.91( ) 1.46( ) 31(S) 1.44( ) 1.37( ) 4.02( ) 1 36. 259.75 78.22 .00 .00 784.98 33.70 1.14 45.71 46.23 377.78 53.91(S) 2.34( ) .00( ) .00( ) 6.91( ) 1.45( ) 31(S) 1.43( ) 1.36( ) 4.02( ) 1 37. 260.30 78.70 .00 .00 780.97 33.62 1.13 45.13 45.65 377.47 ' 54.21(S) 2.35( ) .00( ) .00( ) 6.91( ) 1.45( ) 31(S) 1.42( ) 135( ) 4.01( ) 1 38. 260.83 79.28 .00 .00 776.97 33.54 1.12 44.59 45.10 377.16 54.50(S) 2.36( ) .00( ) .00( ) 6.91( ) 1.45( ) 31(S) 1.41( ) 135( ) 4.01( ) 1 39. 261.35 79.92 .00 .00 772.99 33.46 1.11 44.07 44.59 376.84 ' 54.79(S) 2.37( ) .00( ) .00( ) 6.90( ) 1.45( ) 31(S) 1.40( ) 134( ) 4.01( ) 1 40. 261.86 80.61 .00 .00 768.14 33.38 1.10 43.58 44.09 376.51 55.07(S) 2.38( ) .00( ) .00( ) 6.90( ) 1.44( ) 31(S) 1.39( ) 1.33( ) 4.01( ) 1 41. 26236 8133 .00 .00 762.90 3331 1.10 43.07 43,511 376.18 5535(S) 239( ) .00( ) .00( ) 6.89( ) 1.44( ) 31(S) 138( ) 132( ) 4.01( ) 1 42. 262.84 - 82.06 .00 .00 758.12 33.23 1.09 42.58 43.07 375.83 55.62(S) 2.40( )- .00( ) .00( ) 6.89( ) 1.44( ) 31(S) 1.37( ) 1.31( ) 4.00( ) 1 43. .• 263.32 82.78 .00 .00 753.56 33.16 1.08 42.12 42.61 375.50 55.88(S) 2.41( ) .00( ) .00( ) 6.89( ) 1.44( ) .31(S) 1.36C ) 1.30( ) 4.00( ) 1 44. 263.79 83.51 .00 .00 749.25 33.09 1.07 41.67 42.16 375.17 56.14(S) 2.42( ) .00( ) .00( ) 6.88( ) 1.43( ) .31(S) 1.36( ) 1.30( ) 4.00( ) 1 45. 264.25 84.23 .00 .00 745.03 33.02 1.06 41.25 41.75 375.33 56.39(S) 2.44( ) .00( ) .00( ) '6.88( ) 1.43( ) .31(S) 1.35( ) 1.29( ) 4.00( ) ' 1 46. 264.70 84.94 .00 .00 740.88 32.95 1.06 40.81 41.30 376.09 56.64(S) 2.45( ) .00( ) .00( ) 6.88( ) 1.43( ) .31(S) 1.34( ) 1.28( ) 4.01( ) 1 47. 265.14 85.64 .00 .00 736.75 32.88 1.05 40.39 40.87 376.77 56.88(S) 2.46( ) .00( ) .00( ) 6.87( ) 1.43( ) .31(S) 1.33( ) 1.27( ) 4.01( ) 1 48. 265.57 86.33 .00 .00 732.68 32.83 1.04 39.99 40.46 377.28 57.12(S) 2.47( ) .00( ) .00( ) 6.87( ) 1.43( ) .31(S) 1.32( ) 1.27( ) 4.01( ) 1 49, 266.00 117,00 .00 .00 728.66 32,77 1.03 39.60 40.08 377.72 ' 57.35(S) 2.48( ) .00( ) .00( ) 6.87( ) 1.42( ) .31(S) 1.32( ) 1.26( ) 4.01( ) 1 50. 266.41 87.64 .00 .00 724.73 32.70 1.03 39.24 39.71 378.04 -- 57.58(S) 2.49( ) .00( ) .00( ) 6.86( ) 1.42( ) .31(S) 1.31( ) 1.25( ) 4.02( ) 1 51. 266.82 88.26 .00 .00 720.89 32.60 1.02 38.85 39.33 378.29 57.81(S) 2.50( ) .00( ) .00( ) 6.86( ) 1.42( ) .31(S) 1.30( ) 1.25( ) 4.02( ) ' 1 52. 267.23 88.85 .00 .00 717.17 32.53 1.01 38.48 38.94 378.45 58.03(S) 2.51( ) .00( ) .00( ) 6.86( ) 1.42( ) .31(S) 1.30( ) 1.24( ) 4.02( ) 1 53. 267.62 89.41 .00 .00 713.58 32.45 1.01 38.13 38.59 378.56 ' ' 1 54. 58.25(S) 268.01 2.52( ) 89.94 .00( .00 ) .00( .00 ) 6.85( ) 710.13 1.42( 32.38 ) .31(S) 1.00 1.29( ) 37.79 1.23( 38.25 ) 4.02( 378.62 ) 58.46(S) 2.53( ) .00( ) .00( ) 6.85( ) 1.41( ) .31(S) 1.28( ) 1.23( ) 4.02( ) 1 55. 268.39 90.43 .00 .00 706.82 32.31 .99 37.47 37.93 378.64 58.67(S) 2.53( ) .00( ) .00( ) 6.85( ) 1.41( ) .31(S) 1.28( ) 1.22( ) 4.02( ) 1 56. 268.77 90.88 .00 .00 703.64 32.25 .99 37.13 37.58 378.61 ' 58.88(S) 2.54( ) .00( ) .00( ) 6.84( ) 1.41( ) .31(S) 1.27( ) 1.22( ) 4.02( ) 1 57. 269.14 91.30 .00 .00 700.58 32.19 .98 36.79 37.25 378.54 59.08(S) 2.55( ) .00( ) .00( ) &W ) 1.41( ) .31(S) 1.26( ) 1.21( ) 4.02( ) 1 58. 269.50 59.28(S) 91.68 2.55( ) .00 .00( .00 ) .00( 697.63 ) 6.84( ) 32.12 1.41( .97 ) .31(S) 36.48 1.26( ) 36.93 1.20( 378.45 ) 4.02( ) 1 59. 269.84 92.03 .00 .00 694.78 32.06 .97 36.18 36.63 378.33 59.48(S) 2.56( ) .00( ) .00( ) 6.84( )' 1.40( ) .31(S) 1.25( ) 1.20( ) 4.02( ) 2 0. 270.16 92.34 .00 .00 692.01 32.00 .96 35.89 36.34 378.20 59.67(S) 2.56( ) .00( ) .00( ) 6.83( ) 1.40( ) .31(S) 1.25( ) 1.19( ) 4.02( ) ' 2 1. 270.47 92.57 .00 .00 689.06 31.93 .93 34.48 34.82 377.58 59.86(S) 2.57( ) .00( ) .00( ) 6.83( ) 1.40( ) .31(S) 1.22( ) 1.17( ) 4.01( ) 2 2. 270.77 92.66 .00 .00 685.91 31.84 .85 33.09 33.28 376.63 60.05(S) 2.57( ) .00( ) .00( ) 6.83( ) 1.40( ) .31(S) 1.19( ) 1.14( ) 4.01( ) ' 2 3. 271.06 92.63 .00 .00 682.60 31.71 .77 31.91 32.08 375.63 60.23(S) 2.57( ) .00( ) .00( ) 6.83( ) 1.39( ) .31(S) 1.17( ) 1.12( ) 4.00( ) 2 4. 271.34 92.53 .00 .00 679.07 31.55 .68 30.76 30.87 374.49 60.40(S) 2.57( ) .00( ) .00( ) 6.82( ) 1.39( ) .31(S) 1.15( ) 1.09( ) 4.00( ) 2 5. 271.61 92.35 .00 .00 675.36 31.36 .59 29.73 29.84 373.31 ' 60.56(S) 2.56( ) .00( ) .00( ) 6.82( ) 1.38( ) .31(S) 1.12( ) 1.07( ) 3.99( ) 2 6. 271.86 92.09 .00 .00 671.46 31.16 .52 28.73 28.80 372.12 60.71(S) 2.56( ) .00( ) .00( ) 6.82( ) 1.38( ) .31(S) 1.10( ) 1.05( ) 3.98( ) 2 7. 272.10 91.77 .00 .00 667.35 30.95 .45 27.81 27.89 370.96 ' 60.86(S) 2.55( ) .00( ) .00( ) 6.81( ) 1.37( ) .31(S) 1.09( ) 1.04( ) 3.97( ) 2 8. 272.32 91.38 .00 .00 662.95 30.76 .39 26.93 26.99 369.80 61.00(S) 2.55( ) .00( ) .00( ) 6.81(. ) 1.37( ) .31(S) 1.07( ) 1.02( ) 3.97( ) 2 9. 272,53 90.92 .00 .00 658.28 30.56 .34 26. 13 26.18 368.64 ' 61.12(S) 2.54( ) .00( ) .00( ) 6.80( ) 1.36( ) .31(S) 1.05( ) 1.00( ) 3.96( ) 2 10. 272.72 90.40 .00 .00 653.41 30.38 .33 25.35 25.39 367.48 61.24(S) 2.53( ) .00( ) .00( ) 6.80( ) 1.35( ) .31(S) 1.03( ) .99( ) 3.95( ) 2 11. 272.89 89.84 .00 .00 648.39 30.21 .33 24.64 24.68 366.31 61.34(S) 2.52( ) .00( ) .00( ) 6.80( ) 1.35( ) .31(S) 1.02( ) .97( ) 3.95( ) ' 2 12. 273.05 89.23 .00 .00 643.23 30.05 .33 23.96 23.99 365.16 61.44(S) 2.51( ) .00( ) .00( ) 6.79( ) 1.35( ) .31(S) 1.00( ) .96( ) 3.94( ) 2 13. 273.19 88.59 1 .00 .00 637.95 29.90 .33 23.33 23.36 364.01 ' 2 14. 61.53(S) 273.32 2.50( ) 87.92 .00( .00 ) .00( .00 ) 6.79( ) 632.59 1.34( 29.73 ) .31(S) .33 .99( ) 22.73 .94( 22.76 ) 3.93( 362.87 ) 61.61(S) 2.49( ) .00( ) .00( ) 6.78( ) 1.34( ) .31(S) .98( ) .93( ) 3.93( ) 2 15. 273.43 87.24 .00 .00 627.17 29.52 .33 22.17 22.20 361.75 61.68(S) 2.48( ) .00( ) .00( ) 6.78( ) 1.33( ) .31(S) .96( ) .92( ) 3.92( ) 2 16. 273.53 86.54 .00 .00 621.71 29.27 .33 21.65 21.67 360.65 ' 61.74(S) 2.47( ) .00( ) .00( ) 6.77( ) 1.32( ) .31(S) .95( ) .91( ) 3.91( ) 2 17. 273.62 85.85 .00 .00 616.23 28.97 .33 21.16 21.18 359.58 61.79(S) 2.46( ) .00( ) .00( ) 6.77( ) 1.31( ) .31(S) .94( ) .90( ) 3.91( ) 2 18. 273.69 85.15 .00 .00 610.75 28.63 .33 20.69 20.71 358.53 ' 61.83(S) 2.45( ) .00( ) .00( ) 6.76( ) 1.30( ) .31(S) .93( ) .89( ) 3.90( ) 2 19. 273.75 64.46 .00 .00 605.29 28.28 .33 20.26 20.28 357.51 61.87(S) 2.44( ) .00( ) .00( ) 6.75( ) 1.29( ) .31(S) .92( ) .88( ) 3.89( ) 2 20. 273.80 83.77 .00 .00 599.85 27.90 .33 20.17 20.17 356.52 61.90(S) 2.43( ) .00( ) .00( ) 6.75( ) 1.28( ) .31(S) .92( ) .87( ) 3.89( ) ' 2 21. 273.84 83.07 .00 .00 594.44 27.52 .33 20.15 20.16 355.56 61.93(S) 2.42( ) .00( ) .00( ) 6.74( ) 1.27( ) �.31(S) .92( ) .87( ) 3.88( ) 2 22. 273.87 82.36 .00 .00 589.09 27.13 ..33 20.09 20.09 354.63 61.94(S) 2.41( ) .00( ) .00( ) 6.74( ) 1.26( ) .31(S) .91( ) .87( ) 3.88( ) ' 2 23. 273.89 81.66 .00 .00 583.80 26.74 .33 20.07 20.07 353.74 61.95(S) 2.39( ) .00( ) .00( ) 6.73( ) 1.25( ) .31(S) .91( ) .87( ) 3.87( ) 2 24. 273.89 80.96 .00 .00 578.57 26.35 .33 20.01 20.02 352.87 2.38( ) .00( ) .00( ) 6.73( ) 1.24( ) .31(S) .91( ) .87( ) 3.87( ) t61.96(S) 2 25. 273.89 80.27 .00 .00 573.70 25.96 .32 19.99 20.00 352.04 - 61.96(S) 2.37( ) .00( ) .00( ) 6.72( ) 1.23( ) .30(S) .91( ) .87( ) 3.86( ) 2 26. 273.88 79.60 .00 .00 569.82 25.57 .32 19.95 19.95 351.23 61.950) 2.36( ) .00( ) .00( ) 6.72( ) 1.22( ) .30(S) .91( ) .87( ) 3.86( ) 2 27. 273.86 78.95 .00 .00 566.29 25.19 .32 19.92 19.93 350.45 61.94(S) 2.35( ) .00( ) .00( ) 6.72( ) 1.20( ) .30(S) .91( ) .87( ) 3.85( ) 2 28. 273.84 61.92(S) 78.31 2.34( ) .00 .00( ) .00 .00( 562.65 ) 6.71( ) 24.82 1.19( .32 ) .30(S) 19.88 .91( ) 19.89 .87( 349.70 ) 3.85( ) 2 29. 273.80 77.70 .00 .00 559.28 24.45 .32 19.86 19.86 348.98 61.90(S) 2.33( ) .00( ) .00( ) 6.71( ) 1.18( ) .30(S) .91( ) .87( ) 3.84( ) 2 30. 273.76 77.11 .00 .00 556.05 24.08 .32 19.83 19.83 348.28 61.88(S) 2.32( ) .00( ) . .00( ) 6.71( ) 1.17( ) .30(S) .91( ) .87( ) 3.84( ) ' 2 31. 273.71 76.55 .00 .00 -552.93 23.72 .32 19.80 19.81 347.60 61.85(S) 2.31( ) .00( ) .00( ) 6.70( ) 1.16( ) .30(S) .91( ) .87( ) 3.83( ) 2 32. 273.65 76.01 .00 .00 549.86 23.37 .32 19.77 19.78 346.95 61.81(S)- 2.30( ) .00( ) .00( ) 6.70( ) 1.15( ) .30(S) .91( ) .87( ) 3.83( ) ' 2 33. 273.59 75.50 .00 .00 546.89 23.02 .32 19.75 19.75 346.32 61.77(S) 2.29( ) .00( ) .00( ) 6.70( ) 1.14( ) .30(S) .91( ) .86( ) 3.83( ) 2 34. 273.52 75.02 .00 .00 544.00 22.69 .32 19.72 19.73 345.71 61.73(S) 2.29( ) .00( ) .00( ) 6.69( ) 1.13( ) .30(S) .91( ) .86( ) 3.82( ) 2 35. 273.44 74.57 .00 .00 541.19 22.35 .32 19.70 19.70 345.11 ' 61.68(S) 2.28( ) .00( ) .00( ) 6.69( ) 1.12( ) .30(S) .91( ) .86( ) 3.82( ) 2 36. 273.36 74.17 .00 .00 538.47 22.02 .32 19.68 19.68 344.55 61.63(S) 2.27( ) .00( ) .00( ) 6.69( ) 1.11( ) .30(S) .91( ) .86( ) 3.82( ) 2 37. 273.27 73.82 .00 .00 535.84 21.70 .32 19.66 19.66 344.02 61.57(S) 2.27( ) .00( ) .00( ) 6.69( ) 1.10( ) .30(S) .90( ) .86( ) 3.81( ) 2 38. 273.17 73.54 .00 .00 533.28 21.38 .32 19.63 19.64 343.54 61.52(S) 2.26( ) .00( ) .00( ) 6.68( ) 1.09( ) .30(S) .90( ) .86( ) 3.81( ) 2 39. 273.07 73.36 .00 .00 530.80 21.07 .32 19.61 19.61 343.10 61.45(S) 2.26( ) .00( ) .00( ) 6.68( ) 1.08( ) .30(S) .90( ) .86( ) 3.81( ) 2 40. 272.96 73.34 .00 .00 528.38 20.76 .32 19.59 19.59 342.70 61.39(S) 2.26( ) .00( ) .00( ) 6.68( ) 1.07( ) .30(S) .90( ) .86( ) 3.81( ) 2 41. 272.85 72.23 .00 .00 526.04 20.46 .32 19.57 19.57 342.34 61.32(S) 2.24( ) .00( ) .00( ) 6.68( ) 1.06( ) .30(S) .90( ) .86( ) 3.80( ) ' 2 42. 272.74 70.63 .00 .00 523.76 20.17 .32 19.55 19.56 342.00 61.25(S) 2.21( ) .00( ) .00( ) 6.67( ) 1.06( ) .30(S) ' .90( ) .86( ) 3.80( ) 2 43. 272.62 69.32 .00 .00 521.55 19.88 .32 19.53 19.53 341.68 61.18(S) 2.19( ) .00( ) .00( ) 6.67( ) 1.05( ) .30(S) .90( ) .86( ) 3.80( ) 2 44. 272.49 68.32 .00 .00 519.39 19.59 .32 19.51 19.52 341.38 ' 61.10(S) 2.17( ) .00( ) .00( ) 6.67( ) 1.04( ) 30(S) .90( ) .86( ) 3.80( ) 2 45. 272.36 67.57 .00 .00 517.30 19.32 .32 19.50 19.50 341.09 61.02(S) 2.16( ) .00( ) .00( ) 6.67( ) 1.03( ) .30(S) .90( ) .86( ) 3.80( ) 2 46. 272.23 66.98 .00 .00 515.27 19.04 .32 19.48 19.48 340.81 ' 60.94(S) 2.15( ) .00( ) .00( ) 6.66( ) 1.02( ) .30(S) .90( ) .86( ) 3.79( ) 2 47. 272.09 66.49 .00 .00 513.29 18.77 .32 19.46 19.46 340.54 60.85(S) 2.14( ) .00( ) .00( ) 6.66( ) 1.01( ) .30(S) .90( ) .86( ) 3.79( ) ' 2 48, 271.95 60.77(S) 66.06 2.14( ) .00 .00( ) .00 .00( 511,37 ) 6.66( ) 18,51 1.01( .32 ) .30(S) 19,44 .90( ) 19,45 .86( 340.27 ) 3.79( ) 2 49. 271.80 65.67 .00 .00 509.51 18.25 .32 19.43 19.43 340.00 60.68(S) 2.13( ) .00( ) .00( ) 6.66( ) 1.00( ) .30(S) .90( ) .86( ) 3.79( ) 2 50. 271.65 65.30 .00 .00 507.71 18.00 .32 19.41 19.41 339.73 60.58(S) 2.12( ) .00( ) .00( ) 6.66( ) .99( ) .29(S) .90( ) .86( ) 3.79( ) ' 2 51. 271.49 64.95 .00 .00 505.96 17.75 .32 19.40 19.40 339.46 60.49(S) 2.12( ) .00( ) .00( ) 6.65( ) .98( ) .29(S) .90( ) .86( ) 3.79( ) 2 52. 271.33 64.60 .00 .00 504.26 17.50 .32 19.38 19.38 339.19 ' 2 53. 60.39(S) 271.17 2.11( ) 64.27 .00( ) .00 .00( .00 ) 6.65( ) 502.61 .97( 17.27 ) .29(S) .32 .90( ) 19.37 .86( 19.37 ) 3.78( ) 338.92 60.29(S) 2.11( ) .00( ) .00( ) 6.65( ) .97( ) .29(S) .90( ) .86( ) 3.78( ) 2 54. 271.00 63.93 .00 .00 501.02 17.03 .32 19.35 19.35 338.64 60.19(S) 2.10( ) .00( ) .00( ) 6.65( ) .96( ) .29(S) .90( ) .86( ) 3.78( ) 2 55. 270.83 63.61 .00 .00 499.47 16.80 .32 19.34 19.34 338.37 ' 60.09(S) 2.09( ) .00( ) .00( ) 6.65( ) .95( ) .29(S) .90( ) .86( ) 3.78( ) 2 56. 270.66 63.28 .00 .00 497.96 16.57 .32 19.32 19.32 338.08 59.98(S) 2.09( ) .00( ) .00( ) 6.64( ) .95( ) .29(S) .90( ) .86( ) 3.78( ) 2 57. 270.48 62.97 .00 .00 496.49 16.35 .32 19.31 19.31 337.80 ' 59.87(S) 2.08( ) .00( ) .00( ) 6.64( ) .94( ) .29(S) .90( ) .85( ) 3.78( ) 2 58. 270.30 62.66 .00 .00 495.06 16.13 .32 19.29 19.30 337.51 59.76(S) 2.08( ) .00( ) .00( ) 6.64( ) .93( ) .29(S) .90( ) .85( ) 3.77( ) 2 59. 270,12 62.36 .00 .00 493.66 15.92 .32 19,28 19.28 337.22 59.65(S) 2.07( ) .00( ) .00( ) 6.64( ) .92( ) .29(S) .90( ) .85( ) 3.77( ) ' 3 0.. 269.93 62.05 .00 .00 492.30 15.71 .32 19.27 19.27 336.93 59.53(S) 2.07( ) .00( ) .00( ) 6.64( ) .92( ) .29(S) .90( ) .85( ) 3.77( ) 3 1. 269.74 61.76 .00 .00 490.96 15.50 .32 19.25 19.26 336.64 59.42(S) 2.06( ) .00( ) .00( ) 6.64( ) .91( ) .29(S) .90( ) .85( ) 3.77( ) t 3 2. 269.54 61.47 .00 .00 489.65 15.30. .32 19.24 19.24 336.34 59.30(S) 2.06( ) .00( ) .00( ) 6.64( ) .90( ) .29(S) .89( ) .65( ) 3.77( ) 3 3. 269.32 61.20 .00 .00 488.37 15.10 .32 19.23 19.23 336.03 ' 59.18(S) 2.05( ) .00( ) .00( ) 6.63( ) .90( ) .29(S) .89( ) .85( ) 3.76( ) 1 3 4. 269.10 60.92 .00 .00 487.10 14.91 .32 19.22 19.22 335.73 59.06(S) 2.05( ) .00( ) .00( ) 6.63( ) .89( ) .29(S) .89( ) .85( ) 3.76( ) 3 5. 268.88 60.65 .00 .00 485.86 14.72 .32 19.20 19.20 335.41 58.94(S) 2.04( ) .00( ) .00( ) 6.63( ) .89( ) .29(S) .89( ) .85( ) 3.76( ) 3 6. 268.65 60.38 .00 .00 484.64 14.53 .32 19.19 19.19 335.10 58.82(S) 2.04( ) .00( ) .00( ) 6.63( ) .88( ) .29(S) .89( ) .85( ) 3.76( ) 3 7. 268.43 60.13 .(10 .00 4113.43 14.35 .32 19.18 19.18 334.77 58.69(S) 2.03( ) .00( ) .00( ) 6.63( ) .87( ) .29(S) .89( ) .85( ) 3.76( ) 3 8. 268.20 59.87 .00 .00 482.24 14.17 .32 19.17 19.17 334.44 58.56(S) 2.03( ) .00( ) .00( ) 6.63( ) .87( ) .29(S) .89( ) .85( ) 3.75( ) 3 9. 267.97 59.63 .00 .00 481.07 13.99 .32 19.16 19.16 334.11 58.44(S) 2.02( ) .00( ) .00( ) 6.63( ) .86( ) .29(S) .89( ) .85( ) 3.75( ) ' 3 10. 267.73 59.39 .00 .00 479.92 13.82 .32 19.14 19.15 333.77 58.31(S) 2.02( ) .00( ) .00( ) 6.62( ) .86( ) .29(S) .89( ) .85( ) 3.75( ) 3 11. 267.50 59.16 .00 .00 478.78 13.65 .32 19.13 19.13 333.43 58.18(S) 2.01( ) .00( ) .00( ) 6.62( ) .85( ) .29(S) .89( ) .85( ) 3.75( ) 3 12. 267.26 58.93 .00 .00 477.66 13.48 .32 19.12 19.12 333.09 58.05(S) 2.01( ) .00( ) .00( ) 6.62( ) .84( ) .29(S) .89( ) .85( ) 3.75( ) 3 13. 267.02 58.71 .00 .00 476.56 13.32 .32 19.11 19.11 332.74 57.91(S) 2.01( ) .00( ) .00( ) 6.62( ) .84( ) .28(S) .89( ) .85( ) 3.74( ) 3 14. 266.78 58.50 .00 .00 475.48 13.16 .32 19.10 19.10 332.39 ' 57.78(S) 2.00( ) .00( ) .00( ) 6.62( ) .83( ) .28(S) .89( ) .85( ) 3.74( ) 3 15. 266.53 58.31 .00 .00 474.42 13.00 .32 19.09 19.09 332.03 57.65(S) 2.00( ) .00( ) .00( ) 6.62( ) .83( ) .28(S) .89( ) .85( ) 3.74( ) ' 3 16. 266.29 57.51(S) 58.12 2.00( .00 ) .00( ) .00 .00( 473.37 ) 6.62( ) 12.85 .82( ) .32 .28(S) 19.08 .89( ) 19.08 .85( 331.67 ) 3.74( ) 3 17. 266.04 57.95 .00 .00 472.33 12.70 .32 19.07 19.07 331.31 57.37(S) 1.99( ) .00( ) .00( ) 6.62( ) .82( ) .28(S) .89( ) .85( ) 3.74( ) 3 18. 265.79 57.79 .00 .00 471.31 12.55 .32 19.06 19.06 330.95 57.24(S) 1.99( ) .00( ) .00( ) 6.61( ) .81( ) .28(S) .89( ) .85( ) 3.73( ) ' 3 19. 265.54 57.65 .00 .00 470.29 12.41 .32 19.05 19.05 330.58 57.10(S) 1.99( ) .00( ) .00( ) 6.61( ) .81( ) .28(S) .89( ) .85( ) 3.73( ) 3 20. 265.28 57.51 .00 .00 469.28 12.26 .32 19.03 19.04 330.21 56.96(S) 1.99( ) .00( ) - .00( ) 6.61( ) .80( ) .28(S) .89( ) .85( ) 3.73( ) 3 21. 265.03 57.39 .00 .00 468.27 12.12 .32 19.02 19.03 329.83 56.82(S) 1.98( ) .00( ) .00( ) 6.61( ) .80( ) .28(S) .89( ) .85( ) 3.73( ) 3 22. 264.77 57.27 .00 .00 467.27 11.98 .32 19.01 19.02 329.45 56.68(S) 1.98( ) .00( ) .00( ) 6.61( ) .79( ) .28(S) .89( ) .85( ) 3.72( ) 3 23. 264.51 57.17 .00 .00 466.27 11.85 .32 19.00 19.00 329.07 56.53(S) 1.98( ) .00( ) .00( ) 6.61( ) .79( ) .28(S) .89( ) .85( ) 3.72( ) 3 24. 264.25 57.07 .00 .00 465.28 11.72 .32 18.99 18.99 328.69 56.39(S) 1.98( ) .00( ) .00( ) 6.61( ) .78( ) .28(S) .89( ) .85( ) 3.72( ) 3 25. 263.99 56.97 .00 .00 464.29 11.59 .32 18.98 18.98 328.31 ' 56.25(S) 1.98( ) .00( ) .00( ) 6.61( ) .78( ) .28(S) .89( ) .85( ) 3.72( ) 3 26. 263.73 56.88 .00 .00 463.31 11.46 .32 18.97 18.97 327.92 56.10(S) 1.97( ) .00( ) .00( ) 6.61( ) .77( ) .28(S) .89( ) .85( ) 3.71( ) 3 27, 263.47 56.80 .00 462.32 11.34 18.96 18.97 327.53 ' 55.96(S) 1.97( ) .00( ) .00 .00( ) 6.60( ) .77( ) .32 .28(S) .89( ) .85( ) 3.71( ) 3 28. 263.20 56.72 .00 .00 461.34 11.21 .32 18.95 18.96 327.14 55.81(S) 1.97( ) .00( ) .00( ) 6.60( ) .77( ) .28(S) .89( ) .85( ) 3.71( ) 3 29. 262.93 56.65 .00 .00 460.37 11.09 .32 18.94 18.95 326.74 55.66(S) 1.97( ) .00( ) .00( ) 6.60( ) .76( ) .28(S) .89( ) .85( ) 3.71( ) ' 3 30. 262.67 56.57 .00 .00 459.39 10.97 .32 18.94 18.94 326.34 55.52(S) 1.97( ) .00( ) .00( ) 6.60( ) .76( ) .28(S) .89( ) .85( ) 3.70( ) 3 31. 262.40 56.50 .00 .00 458.42 10.86 .32 18.93 18.93 325.95 ' 3 32. 55.37(S) 262.13 1.97( 56.43 ) .00( ) .00 .00( .00 ) 6.60( ) 457.44 .75( 10.75 ) .28(S) .32 .89( ) 18.92 .85( 18.92 ) 3.70( ) 325.54 55.22(S) 1.97( ) .00( ) .00( ) 6.60( ) .75( ) .28(S) .89( ) .85( ) 3.70( ) 3 33. 261.86 56.37 .00 .00 456.47 -10.63 .32 18.91 18.91 325.14 55.07(S) 1.96( ) .00( ) .00( ) 6.60( ) .74( ) .28(S) .89( ) .85( ) 3.70( ) 3 34. 261.58 56.31 .00 .00 455.51 10.53 .32 18.90 18.90 324.74 ' 54.92(S) 1.96( ) .00( ) .00( ) 6.60( ) .74( ) .28(S) .89( ) .85( ) 3.69( ) 3 35. 261.31 56.25 .00 .00 454.54 10.42 .32 18.89 18.89 324.33 54.77(S) 1.96( ) .00( ) .00( ) 6.60( ) .74( ) .27(S) .89( ) .85( ) 3.69( ) 3 36. 261.04 54.62(S) 56.19 1.96( .00 ) .00( ) .00 .00( 453.58 ) 6.59( ) 10.31 .73( ) .32 .27(S) 18.88 .89( ) 18.88 .85( 323.92 ) 3.69( ) 3 37. 260.76 56.13 .00 .00 452.61 10.20 .32 18.87 18.87 323.51 54.47(S) 1.96( ) .00( ) .00( ) 6.59( ) .73( ) .27(S) .89( ) .84( ) 3.69( ) 3 38. 260.49 56.07 .00 .00 451.65 10.08 .32 18.86 18.86 323.10 54.32(S) 1.96( ) .00( ) .00( ) 6.59( ) .72( ) .27(S) .89( ) .84( ) 3.68( ) ' 3 39. 260.21 56.02 .00 . .00 450.70 9.96 .32 18.85 18.85 322.69 54.16(S) 1.96( ) .00( ) .00( ) 6.59( ) .72( ) .27(S) .89( ) .84( ) 3.68( ) 3 40. 259.93 55.96 .00 .00 449.74 9.85 .32 18.84 18.84 322.27. 54.01(S) 1.96( ) .00( ) .00( ) 6.59( ) .72( ) .27(S) .89( ) .84( ) 3.68( ) ' 3 41. 259:65 55.91 .00 .00 448.78 9.73 .32 18.83 18.84 321.86 53.86(S) 1.96( ) .00( ) .00( ) 6.59( ) .71( ) .27(S) .88( ) .64( ) 3.68( ) 3 42. 259.38 55.85 .00 .00 . 447.83 9.62 .32 18.83 18.83 321.44 53.70(S) 1.96( ) ) .00( ) 6.59( ) .71( ) .27(S) .88( ) .84( ) 3.67( ) ' _.00( 3 43. 259. 10 55.80 .00 .00 446.88 9.51 .32 18.82 18.82 321.02 53.55(S) 1.95( ) .00( ) .00( ) 6.59( ) .70( ) .27(S) .88( ) .84( ) 3.67( ) 3 44. 258.81 55.75 .00 .00 445.93 9.40 .32 18.81 18.81 320.60 53.40(S) 1.95( ) .00( ) .00( ) 6.59( ) .70( ) .27(S) .88( ) .84( ) 3.67( ) 3 45. 258.53 55.70 .00 .00 444.98 9.29 .32 18.80 18.80 320.18 53.24CS) 1.95( ) .00( ) .00( ) 6.58( ) .69( ) .27(S) .BB( ) .84( ) 3.67( ) ' 3 46. 258.25 53.09CS) 55.64 1.95( .00 ) .00( )... .00 .00( ) 444.03 6.58( ) 9.19 .69( ) .32 .27(S) 18.79 .88( ) 18.79 .84( ) 319.76 3.66( ) 3 47. 257.97 55.60 .00 .00 443.09 9.08 .32 18.78 18.78 319.33 52.93(S) 1.95( ) .00( ) .00( ) 6.58( ) .69( ) .27(S) .88( ) .84( ) 3.66( ) - 3 48. 257.69 55.54 .00 .00 442.15 8.98 .32 18.77 18.77 318.91 52.77(S) 1.95( ) .00( ) .00( ) 6.58( ) .68( ) .27(S) .88( ) .84( ) 3.66( ) ' 3 49. 257.40 55.49 .00 .00 441.19 8.88 .32 18.77 18.77 318.48 52.62(S) 1.95( ) .00( ) .00( ) 6.58( ) .68( ) .27(S) .88( ) .84( ) 3.66( ) j 3 50. 257.12 55.44 .00 .00 440.22 8.78 .32 18.76 18.76 318.05 i 52.46(S) 1.95( ) .00( ) .00( ) 6.58( ) .67( ) .27(S) .88( ) .84( ) 3.65( ) ' 3 51. 256.83 55.39 .00 .00 439.26 8.68 .32 18.75 18.75 317.62 52.31(S) 1.95( ) .00( ) .00( ) 6.58( ) .67( ) .27(S) .88( ) .84( ) 3.65( ) 3 52. 256.55 55.33 .00 .00 438.30 8.59 .32 18.74 18.74 317.20 52.15(S) 1.95( ) .00( ) .00( ) 6.58( ) .67( ) .27(S) .88( ) .84( ) 3.65( ) 3 53. 256.26 55.29 .00 .00 437.34 8.49 .32 18.73 18.73 316.76 ' 51.99(S) 1.94( ) .00( ) .00( ) 6.57( ) .66( ) .27(S) .88( ) .84( ) 3.65( ) - 3 54. 255.98 55.23 .00 .00 436.38 8.40 .32 18.72 18.72 316.33 51.83(S) 1.94( ) .00( ) .00( ) 6.57( ) .66( ) .27(S) .88( ) .84( ) 3.64( ) 3 55. 255.69 55.18 .00 .00 435.42 8.31 .32 18.72 18.72 315.90 51.68(S) 1.94( ) .00( ) .00( ) 6.57( ) .65( ) .27(S) .88( ) .84( ) 3.64( ) 3 56. 255.40 55.13 .00 .00 434.47 8.22 .32 18.71 18.71 315.46 51.52(S) 1.94( ) .00( ) .00( ) 6.57( ) .65( ) .27(S) .88( ) .84( ) 3.64( ) - 3 57. 255.12 55.08 .00 .00 433.52 8.13 .32 18.70 18.70 315.03 51.36(S) 1.94C ) .00( ) .00( ) 6.57( ) .65( ) .27(S) .88( ) .84( ) 3.63( ) 3 58. 254.83 55.02 .00 .00 432.57 8.04 .32 18.69 18.69 314.59 51.20(S) 1.94( ) .00( ) .00( ) 6.57( ) .64( ) .26(S) .88( ) .84( ) 3.63( ) 3 59. 254.54 54.98 .00 .00 431.63 7.96 .32 18.68 18.68 314.15 51.04(S) 1.94( ) .00( ) .00( ) 6.57( ) .64( ) .26(S) .88( ) .84( ) 3.63( ) ' 4 0. 254.25 54.92 .00 .00 430.69 7.87 .32 18.67 18.68 313.71 50.88(S) 1.94( ) .00( ) .00( ) 6.57( ) .64( ) .26(S) .88( ) .84( ) 3.63( ) 4 1. 253.96 54.87 .00 .00 429.75 7.79 .32 18.67 18.67 313.27 50.72(S) 1.94( ) .00( ) .00( ) 6.57( ) .63( ) .26(S) .88( ) .84( ) 3.62( ) 4 2. 253.67 54.82 .00 .00 428.81 7.71 .32 18.66 18.66 312.83 ' 50.56(S) 1.94( ) .00( ) .00( ) 6.56( ) .63( ) .26(S) .88( ) .84( ) 3.62( ) 4 3. 253.38 54.77 .00 .00 427.88 7.63 .32 18.65 18.65 312.39 50.40(S) 1.94( ) .00( ) .00( ) 6.56( ) .63( ) .26(S) .88( ) .84( ) 3.62( ) 4 4. 253.09 54.72 .00 .00 426.95 7.55 .32 18.64 18.64 311.95 ' 50.24(S) 1.93( ) .00( ) .00( ) 6.56( ) .62( ) .26(S) .88( ) .84( ) 3.62( ) 4 5. 252.80 54.67 .00 .00 426.02 7.47 .32 18.64 18.64 311.50 50.08(S) 1.93( ) .00( ) .00( ) 6.56( ) .62( ) .26(S) .88( ) .84( ) 3.61( ) ' 4 6, 252.51 49.92(S) 54,61 1.93( .00 ) .00( ) .00 .00( ) 425.09 6.56( ) 7.40 .62( ) .32 .26(S) 18.63 .88( ) 18.63 .84( ) 311.06 3.61( ) 4 7. 252.22 54.56 .00 .00 424.17 7.32 .32 18.61 18.61 310.61 49.76(S) 1.93( ) .00( ) .00( ) 6.56( ) .61( ) .26(S) .88( ) .84( ) 3.61( ) 4 8. 251.93 54.51 .00 .00 423.25 7.25 .32 18.59 18.59 310.16 49.60(S) 1.93( ) .00( ) .00( ) 6.56( ) .61( ) .26(S) .88( ) .84( ) 3.60( ) ' 4 9. 251.64 54.46 .00 .00 422.33 - 7.18 .32 18.55 18.55 309.71 49.44(S) 1.93( ) .00( ) .00( ) 6.56( ) .61( ) .26(S) .88( ) .84( ) 3.60( ) 4 10. 251.35 54.41 .00 .00 421.41 7.10 .32 18.50 18.51 309.26 ' 4 11. 49.28(S) 251.07 1.93( 54.36 ) .00( ) .00 .00( ) .00 6.56( ) 420.49 .60( ) 7.03 .26(S) .32 .88( ) 18.45 .84( ) 18.45 3.60( ) 308.81 49.12(S) 1.93( ) .00( ) .00( ) 6.55( ) .60( ) .26(S) .88( ) .84( ) 3.60( ) 4 12. 250.80 54.30 .00 .00 419.58 6.96 .32 18.39 18.40 308.36 48.96(S) 1.93( ) .00( ) .00( ) 6.55( ) .60( ) .26(S) .87( ) .83( ) 3.59( ) 4 13. 250.52 54.25 .00 .00 418.67 6.90 .32 18.33 18.33 307.91 ' 48.80(S) 1.93( ) .00( ) .00( ) 6.55( ) .60( ) .26(S) .87( ) .83( ) 3.59( ) 4 14. 250.24 54.20 .00 .00 417.76 6.83 .32 18.26 18.27 307.46 48.64(S) 1.92( ) .00( ) .00( ) 6.55( ) .59( ) .26(S) .87( ) .83( ) 3.59( ) 4 15. 249.97 54.15 .00 .00 416.85 6.76 .32 18.19 18.20 307.00 ' 48.48(S) 1.92( ) .00( ) .00( ) 6.55( ) .59( ) .26(S) .87( ) .83( ) 3.58( ) 4 16. 249.69 54.10 .00 .00 415.94 6.70 .32 18.12 18.1.2 306.53 48.32(S) 1.92( ) - .00( ) .00( ) 6.55( ) .59( ) .26(S) .87( ) .83( ) 3.58( ) 4 17. 249.41 54.05 .00 .00 415.04 6.63 .32 18.05 18.05 306.06 48.16(S) 1.92( ) .00( ) .00( ) 6.55( ) .58( ) .26(S) .87( ) .83( ) 3.58( ) ' 4 18. 249.13 53.99 .00 .00 - 414.14 6.57 .32 17.97 17.97 305.59 47.99(S) 1.92( ) .00( ) .00( ) 6.55( ) .58( ) .26(S) .86( ) .82( ) 3.58( ) 4 19. 248.86 53.94 .00 .00 413.25 6.51 .32 17.89 17.90 305.12 47.83(S) 1.92( ) .00( ) .00( ) 6.55( ) .58( ) .26(S) .86( ) .82( ) 3.57( ) ' 4 20. 248.58 53.89 .00 .00 412.37 6.44 .32 17.81 17.82 304.64 47.67(S) 1.92( ) .00( ) .00() 6.54( ) .58( ) .26(S) .86( ) .82( ) 3.57( ) 4 21. 248.30 53.84 .00 .00 411.50 6.38 .32 17.74 17.74 304.17 47.51(S) 1.92( ) .00( ) ) 6.54( ) .57( ) .25(S) .86( ) .82( ) 3.57( ) ' ..00( IJ I 1 r 1 4 22. 248.02 53.78 .00 47.35(S) 1.92( ) .00( ) 4 23: 247.74 53.73 .00 47.18(S) 1.92( ) .00( ) 4 24. 247.46 53.67 .00 47.02(S) 1.91( ) .00( ) 4 25. 247.19 53.62 .00 46.86(S) 1.91( ) .00( ) 4 26. 246.91 53.57 .00 46.70(S) 1.91( ) .00( ) 4 27. 246.63 53.52 .00 46.54(S) 1.91( ) .00( ) 4 28. 246.35 53.46 .00 46.37(S) 1.91( ) .00( ) 4 29. 246.07 53.41 .00 46.21(S) 1.91( ) .00( ) 4 30. 245.79 53.35 .00 46.05(S) 1.91( ) .00( ) 4 31. 245.51 53.30 .00 45.89(S) 1.91( ) .00( ) 4 32. 245.23 53.24 .00 45.72(S) 1.91( ) .00( ) 4 33. 244.95 53.19 .00 45.56(S) 1.91( ) .00( ) 4 34. 244.68 53.13 .00 45.40(S) 1.90( ) .00( ) 4 35. 244.40 53.08 .00 45.24(S) 1.90( ) .00( ) 4 36. 244.12 53.02 .00 45.08(S) 1.90( ) .00( ) 4 37. 243.84 52.97 .00 44.91(S) 1.90( ) .00( ) 4 38. 243.56 52.91 .00 44.75(S) 1.90( ) .00( ) 4 39. 243.28 52.86 .00 44.59(S) 1.90( ) .00( ) 4 40. 243.00_ 52.80 - .00 44.43(S) 1.90( ) .00( ) 4 41. 242.72 52.74 .00 44.26(S) 1.90( ) .00( ) 4 42. 242.44 52.69 .00 44.10(S) 1.90( ) .00( ) 4 43. 242.16 52.63 .00 43.94(S) 1.90( ) .00( ) 4 44. 241.88 52.57 .00 43.78(S) 1.89( ) .00( ) 4 45. 241.60 52.52 .00 43.61(S) 1.89( ) .00( ) 4 46. 241.33 52.46 .00 43.45(S) 1.89( ) .00( ) 4 47. 241.05 52.40 .00 43.29(S) 1.89( ) .00( ) 4 48. 240.76 52.34 .00 43.12(S) 1.89( ) .00( ) 4 49. 240.48 52.28 .00 42.96(S) 1.89( ) .00( ) 4 50. 240.20 52.21 .00 42.80(5) 1.89( ) .00( ) 4 51. 239.92 52.14 .00 42.63(S) 1.89( ) .00( ) 4 52. 239.63 52.06 .00 42.46(S) 1.88( ) .00( ) 4 53. 239.34 51.98 .00 42.30(S) 1.88( ) .00( ) 4 54. 239.05 51.90 .00 42.13(S) 1.88( ) .00( ) 4 55. 238.76 51.81 .00 41.96(S) 1.88( ) .00( ) 4 56. 238.47 51.73 .00 41.79(S) 1.88( ) .00( ) 4 57. 238.18 51.64 .00 41.62(S) 1.88( ) .00( ) 4 58.. 237.88 51.55 .00 41.45(S) 1.87( ) .00( ) 4 59. .237.59 51.46 .00 41.28(S) 1.87( ) .00( ) 5 0. 237.29 51.36 .00 41.11(S) 1.87( ) .00( ) .00 410.64 6.32 .00( ) 6.54( ) .57( ) .00 409.79 6.27 .00( ) 6.54( ) .57( ) .00 408.95 6.21 .00( ) 6.54( ) .56( ) .00 408.11 6.15 .00( ) 6.54( ) .56( ) .00 407.28 6.09 .00( ) 6.54( ) .56( ) .00 406.45 6.04 .00( ) 6.54( ) .56( ) .00 405.63 5.99 .00( ) 6.54( ) .55( ) :00 404.80 5.93 .00( ) 6.53( ) .55( ) .00 403.98 5.88 .00( ) 6.53( ) .55( ) .00 403.15 5.83 .00( ) 6.53( ) .55( ) .00 402.33 5.78 .00( ) 6.53( ) .54( ) .00 401.51 5.72 .00(.) 6.53( ) .54( ) .00 400.68 5.67 .00( ) 6.53( ) .54( ) .00 399.86 5.62 .00( ) 6.53( ) .54( ) .00 399.03 5.58 .00( ) 6.53( ) .53( ) .00 398.21 5.53 .00( ) 6.53( ) .53( ) .00 397.38 5.48 .00( ) 6.52( ) .53( ) .00 396.56 5.43 .00( ) 6.52( ) .53( ) .00 395.73 5.39 .00( ) 6.52( ) .53( ) .00 394.91 5.34 .00( ) 6.52( ) .52( ) .00 394.08 5.30 .00( ) 6.52( ) .52( ) .00 393.25 5.25 .00( ) 6.52( ) .52( ) .00 392.43 5.21 .00( ) 6.52( ) .52( ) .00 391.61 5.17 .00( ) 6.52( ) .51( ) .00 390.76 5.13 .00( ) 6.52( ) .51( ) .00 389.91 5.09 .00( ) 6.51( ) .51( ) .00 389.06 5.04 .00( ) 6.51( ) .51( ) .00 388.21 5.00 .00( ) 6.51( ) .51( ) .00 387.36 4.96 .00( ) 6.51( ) .50( ) .00 386.52 4.92 .00( ) 6.51( ). .50( ) .00 385.69 4.88 .00( ) 6.51( ) .50( ) .00 384.85 4.85 .00( ) 6.51( ) .50( ) .00 384.03 4.81 .00( ) 6.51( ) .50( ) .00 383.20 4.77 .00( ) 6.51( ) .49( ) .00 382.38 4.73 .00( ) 6.50( ) .49( ) .00 381.56 4.70 .00( ) 6.50( ) .49( ) .00 380.75 4.66 .00( ) 6.50( ) .49( ) .00 379.93 4.63 .00( ) 6.50( ) .49( > .00 379.12 4.59 .00( ) 6.50( ) .49( ) .32 17.66 17.66 303.69 .25(S) .86( ) .82( ) 3.56( ) .32 17.58 17.58 303.22 .25(S) .85( ) .81( ) 3.56( ) .32 17.50 17.50 302.75 .25(S) .85( ) .81( ) 3.56( ) .32 17.42 17.42 302.27 .25(S) .85( ) .81( ) 3.55( ) .32 17.34 17.34 301.80 .25(S) .85( ) .81( ) 3.55( ) .32 17.26 17.26 301.33 .25(S) .85( ) .81( ) 3.55( ) .32 17.18 17.19 300.86 .25(S) .84( ) .81( ) 3.55( ) .32 17.11 17.11 300.38 .25(S) .84( ) .80( ) 3.54( ) .32 17.03 17.03 299.91 .25(S) .84( ) .80( ) 3.54( ) .32 16.95 16.95 299.44 .25(S) .84( ) .80( ) 3.54( ) .32 16.87 16.88 298.97 .25(S) .84( ) .80( ) 3.53( ) .32 16.80 16.80 298.50 .25(S) .83( ) .80( ) 3.53( ) .32 16.72 16.72 298.03 .25(S) .83( ) .79( ) 3.53( ) .32 16.65 16.65 297.56 .25(S) .83( ) .79( ) 3.52( ) .32 16.57 16.57 297.10 .25(S) .83( ) .79( ) 3.52( ) .32 16.50 16.50 296.63 .25(S) .83( ) .79( ) 3.52( ) .31 16.42 16.43 296.16 .25(S) .82( ) .79( ) 3.52( ) .31 16.35 16.35 295.73 .25(S) .82( ) .79( ) 3.51( ) .31 16.28 16.28 295.31 .25(S) .82( ) .78( ) 3.51( ) .31 16.20 16.21 294.89 .25(S) .82( ) .78( ) 3.51( ) .31 16.13 16.13 294.47 .25(S) .82( ) .78( ) 3.50( ) .31 16.06 16.06 294.05 .25(S) .82( ) .78( ) 3.50( ) .31 15.99 15.99 293.63 .24(S) .81( ) .78( ) 3.50( ) .31 15.92 15.92 293.22 .24(S) .81( ) .77( ) 3.50( ) .31 15.85 15.85 292.80 .24(S) .81( ) .77( ) 3.49( ) .31 15.78 15.78 292.38 .24(S) .81( ) .77( ) 3.49( ) .31 15.71 15.71 291.97 .24(S) .81( ) .77( ) 3.49( ) .31 15.64 15.64 291.55 .24(S) .80( ) .77( ) 3.49( ) .31 15.57 15.57 291.14 .24(S) .80( ) .77( ) 3.48( ) .31 15.50 15.51 290.72 .24(S) .80( ) .76( ) 3.48( ) .31 15.44 15.44 290.31 .24(S) .80( ) .76( ) 3.48( ) .31 15.37 15.37 289.90 .24(S) .80( ) .76( ) 3.48( ) .31 15.30 15.31 289.48 .24(S) .80( ) .76( ) 3.47( ) .31 15.24 15.24 289.07 .24(S) .79( ) .76( ) 3.47( ) .31 15.17 15.17 288.66 .24(S) .79( ) .76( ) 3.47( ) .31 15.11 15.11 288.24 .24(S) .79( ) .75( ) 3.46( ) .31 15.04 15.05 287.83 .24(S) .79( ) .75( ) 3.46( ) .31 14.98 14.98 287.41 .24(S) .79( ) .75( ) 3.46( ) .31 14.91 14.92 287.00 .24(S) .79( ) .75( ) 3.46( ) ' 5 1. 237.00 51.27 .00 .00 378.31 4.56 .31 14.85 14.85 286.58 40.93(S) 1.87C ) .00( ) .00( ) 6.50( ) .48C ) .24(S) .78( ) .75( ) 3.45( ) 5 2, 236,70 51.17 .00 .00 377.51 4.52 .31 14,79 14.79 286,16 40.76(S) 1.87( ) .00( ) .00( ) 6.50( ) .48( ) .24(S) .78C ) .75C ) 3.45( ) 5 3. 236.40 51.08 .00 .00 376.70 4.49 .31 14.73 14.73 285.75 40.59(S) 1.87( ) .00( ) .00C ) 6.50( ) .48( ) .24(S) .78( ) .74( ) 3.45( ) 5 4. 236.10 50.98 .00 .00 375.90 4.46 .31 14.66 14.67 285.33 lj 40.41(S) 1.86( ) .00( ) .00( ) 6.50( ) .48( ) .24(S) .78( ) .74( ) 3.45( ) 1 5 5. 235.80 50.89 .00 .00 375.10 4.42 .31 14.60 14.60 284.91 40.24(S) 1.86( ) .00( ) .00( ) 6.50( ) .48( ) .24(S) .78( ) .74( ) 3.44( ) 5 6. 235.50 50.79 .00 .00 374.30 4.39 .31 14.54 14.54 284.49 ' 5 7. 40.06CS) 235.20 1.86C 50.70 ) .00( ) .00 .00( ) .00 6.49( ) 373.50 .47( 4.36 ) .24(S) .31 .78( ) 14.48 .74C 14.48 ) 3.44( ) 284.07 39.89(S) 1.86( ) .00( ) .00( ) 6.49( ) .47( ) .24(S) .77( ) .74C ) 3.44( ) 5 8. 234.90 50.60 .00 .00 372.70 4.33 .31 14.42 14.42 283.65 39.71(S) 1.86( ) .00( ) .00( ) 6.49( ) .47( ) .23(S) .77( ) .74( ) 3.44( ) 5 9. 234.60 50.50 .00 .00 371.90 4.30 .31 14.36 14.36 283.23 39.54(S) 1.86( ) .00( ) .00( ) 6.49C ) .47( ) .23(S) .77( ) .74( ) 3.43( ) 5 10. 234.29 50.41 .00 .00 371.10 4.27 .31 14.30 14.30 282.80 39.36CS) 1.85( ) .00( ) .00( ) 6.49( ) .47( ) .23(S) .77( ) .73( ) 3.43C ) 5 11. 233.99 50.31 .00 .00 370.31 4.24 .31 14.24 14.24 282.38 ' 39.19(S) 1.85( ) :00( ) .00( ) 6.49( ) .47( ) .23(S) .77( ) .73( ) 3.43( ) 5 12. 233.69 50.21 .00 .00 369.52 4.21 .31 14.17 14.18 281.95 39.01(S) 1.85( ) .00C ) .00( ) 6.49( ) .46( ) .23(S) .77( ) .73( ) 3.42( ). 5 13. 233.39 50.12 .00 .00 368.72 4.18 .31 14.11 14.12 281.52 ;• 38.83(S) 1.85( ) ..00( ) .00( ) 6.49( ) .46( ) .23(S) .76( ) .73( ) 3.42( ) ' 5 14. 233.08 50.02 .00 .00 367.93 4.15 .31 14.05 14.06 281.10 38.66(S) 1.85( ) .00( ) .00( ) 6.49( ) .46( ) I .23(S) .76( ) .73( ) 3.42( ) - 5 15. 232.78 49.93 .00 .00 367.09 4.12 .31 13.99 14.00 280.67 38.48(S) 1.84( ) .00( ) .00( ) 6.48( ) .46( ) .23(S) .76( ) .73( ) 3.42( ) 5 16. 232.47 49.83 .00 .00 366.19 4.09 .31 13.94 13.94 280.24 38.30(5) 1.84( ) .00( ) .00( ) 6.48( ) .46( ) .23(S) .76( ) .72( ) 3.41( ) 5 17. 232.17 49.73 .00 .00 365.29 4.06 .31 13.88 13.88 279.81 38.13(S) 1.84( ) .00( ) .00( ) 6.48( ) .46( ) .23(S) .76( ) .72( ) 3.41( ) 5 18. 231.86 49.64 .00 .00 364.41 4.03 .31 13.82 13.82 279.38 ' 37.95(S) 1.84( ) ..00( ) .00( ) 6.48( ) .46( ) .23(S) .76( ) .72( ) 3.41( ) 5 19. 231.55 49.54 .00 .00 363.54 4.01 .31 13.76 13.76 278.95 37.77(S) 1.84( ) .00( ) .00( ) 6.48( ) .45( ) .23(S) .75( ) .72( ) 3.40( ) 5 20. 231.24 49.45 .00 .00 362.69 3.98 .31 13.70 13.71 278.52 ' 37.59(S) 1.83( ) .00( ) .00( ) 6.48( ) .45( ) .23(S) .75( ) .72( ) 3.40( ) 5 21. 230.93 49.36 .00 .00 361.86 3.95 .31 13.65 13.65 278.08 37.42(S) 1.83( ) .00( ) .00( ) 6.48( ) .45( ) .23(S) .75( ) .72( ) 3.40( ) ' 5 22. 230.62 37.24(S) 49,26 1.83( .00 ) .00( ) .00 .00( ) 361,04 6.48( ) 3,92 .45( ) .31 .23(S) 13,59 .75( ) 13,59 .72( 277,65 ) 3.40( ) 5 23. 230.31 49.17 .00 .00 360.24 3.90 .31 13.53 13.53 277.22 37.06(S) 1.83(.) .00( ) .00( ) 6.47( ) .45( ) .23(S) .75( ) .71( ) 3.39( ) 5 24. 230.00 49.07 .00 .00 359.46 3.87 .31 13.48 13.48 276.79 36.88(S) 1.83( ) .00( ) .00( ) 6.47( ) .45( ) .23(S) .75( ) .71( ) 3.39( ) ' 5 25. 229.69 48.98 .00 .00 358.69 3.85 .31 13.42 13.42 276.36 36.70(S) 1.83( ) .00( ) .00( ) 6.47( ) .44( ) .23(S) .74( ) .71( ) 3.39( ) ' 5 26. 229.38 48.89 .00 .00 357.94 3.82 .31 13.37 13.37 275.92 ' 5 27. 36.52(S) 229.07 1.82( 48.80 ) .00( ) .00 .00( ) .00 6.47( ) 357.19 .44( 3.80 ) .23(S) .31 .74( ) 13.31 .71( 13.31 ) 3.38( ) 275.49 36.34(S) 1.82( ) .00( ) .00( ) 6.47( ) .44( ) .23(S) .74C ) .71C ) 3.38( ) 5 28. 228.76 48.70 .00 .00 356.46 3.77 .31 13.26 13.26 275.06 36.16(S) 1.82( ) .00( ) .00( ) 6.47( ) .44( ) .23(S) .74( ) .71( ) 3.38( ) 5 29. 228.45 48.61 .00 .00 355.73 3.75 .31 13.20 13.20 274.63 ' 35.98(S) 1.82( ) .00( ) .00( ) 6.47( ) .44( ) .23(S) .74( ) .71( ) 3.38( ) 5 30. 228.13 48.52 .00 .00 355.00 3.72 .31 13.15 13.15 274.19 35.80(S) 1.82( ) .00( ) .00C ) 6.47( ) .44( ) .23(S) .74( ) .70( ) 3.37( ) 5 31. 227.82 48.43 .00 .00 354.24 3.70 .31 13.09 13.10 273.76 35.62(S) 1.82( ) .00( ) .00( ) -6.47( ) .44( ) .22CS) .74( ) .70( ) 3.37( ) 5 32. 227.51 48.34 .00 .00 353.44 3.68 .31 13.04 13.04 273.33 35.44(S) 1.81( ).00( ) .00( ) 6.46( ) .43( ) .22(S) .73( ) .70( ) 3.37( ) 5 33. 227.19 48.25 .00 .00 352.65 3.65 .31 12.99 12.99 272.90 35.26(S) 1.81( ) .00C ) .00( ) 6.46( ) .43( ) .22(S) .73( ) .70( ) 3.36( ) ' 5 34. 226.88 48.16 .00 .00 351.85 3.63 .31 12.93 12.94 272.46 35.08(S) 1.81( ) .00( ) .00( ) 6.46( ) .43( ) .22(S) .73( ) .70( ) 3.36( ) 5 35. 226.56 48.07 .00 .00 351.07 3.61 .31 12.88 12.89 272.03 34.90(S) 1.81( ) .00( ) .00( ) 6.46( ) .43( ) .22(S) .73( ) .70( ) 3.36( ) ' 5 36. 226.25 47.98 .00 .00 350.28 3.58 .31 12.83 12.83 271.60 34.71CS) 1.81C ) .00( ) .00( ) 6.46( ) .43( ) .22(S) .73( ) .70( ) 3.36( ) 5 37.. 225.93 47.89 .00 .00 349.50. 3.56 .31 12.78 12.78 271.17 34.53(S) 1.80( ) .00( ) .00( ) 6.46( ) .43( ) .22(S) .73( ) .69( ) 3.35( ) 5 38. 225.62 47.80 .00 .00 348.72 3.54 .31 12.73 12.73 270.74 ' 34.35(S) 1.80( ) .00( ) .00( ) 6.46( ) .43( ) .22(S) .73( ) .69( ) 3.35( ) 5 39. 225.30 47.71 .00 .00 347.94 3.52 .31 12.68 12.68 270.31 34.17(S) 1.80( ) .00( ) .00( ) 6.46( ) AR ) .22(S) .72C ) .69C ) 3.35( ) ' 5 40. 224.99 47.62 .00 .00 347. 17 3.50 .31 12.63 12.63 269.87 33.99(S) 1.80( ) .00( ) .00( > 6.46( ) .42( ) .22(S) .72( ) .69( ) 3.35( ) 5 41, 224,67 47.53 .00 .00 346,40 3,47 .31 12.58 12,511 269,44 ' 33.80(S) 1.80( ) .00( ) .00( ) 6.45( ) .42( ) .22(S) .72( ) .69( ) 3.34( ) 5 42. 224.35 47.45 .00 .00 345.63 3.45 .31 12.53 12.53 269.01 33.62(S) 1.80( ) .00( ) .00( ) 6.45( ) .42( ) .22(S) .72( ) .69( ) 3.34( ) 5 43. 224.01 47.36 .00 .00 344.86 3.43 .31 12.48 12.48 268.58 33.44(S) 1.79( ) .00( ) .00( ) 6.45( ) .42( ) .22(S) .72( ) .69( ) 3.34( ) 5 44. 223.66 47.27 .00 .00 344.10 3.41 .31 12.43 12.43 268.15 33.26(S) 1.79( ) .00( ) .00( ) 6.45( ) .42( ) .22(S) .72( ) .68( ) 3.33( ) 5 45. 223.32 47.18 .00 .00 343.34 3.39 .31 12.38 12.38 267.72 33.08(S) 1.79( ) .00( ) .00( ) 6.45( ) .42( ) .22(S) .72( ) .68( ) 3.33( ) 5 46. 222.97 47.09 .00 .00 342.58 3.37 .31 12.33 12.34 267.28 32.89(S) 1.79( ) .00( ) .00( ) 6.45( ) .42( ) .22(S) .71( ) .68( ) 3.33( ) 5 47. 222.63 47.00 .00 .00 341.83 3.35 .31 12.29 12.29 266.84 .j 32.71(S) 1.79( ) .00( ) .00( ) 6.45( ) .42( ) .22(S) .71( ) .68( ) 3.33( ) 5 48. 222.28 46.91 .00 .00 341.08 3.33 .31 12.24 12.24 266.40 32.53(S) 1.79( ) .00( ) .00( ) 6.45( ) .41( ) .22(S) .71( ) .68( ) 3.32( ) 5 49. 221.94 46.82 .00 .00 340.33 3.31 .31 12.19 12.19 265.96 32.35(S) 1.78( ) .00( ) .00( ) 6.45( ) .41( ) .22(S) .71( ) .68( ) 3.32( ) 5 50. 221.59 46.73 .00 .00 339.58 3.29 .31 12.14 12.15 265.51 ' 32.17(S) 1.78( ) .00( ) .00( ) 6.44( ) .41( ) .22(S) .71( ) .68( ) 3.32( ) 5 51. 221.25 46.65 .00 .00 338.84 3.27 .31 12.10 12.10 265.06 31.99(S) 1.78( ) .00( ) .00( ) 6.44( ) .41( ) .22(S) .71( ) .67( ) 3.31( ) 5 52. 220.90 46.56 .00 .00 338.10 3.25 .31 12.05 12.05 264.61 31.80(S) 1.78( ) .00( ) .00( ) 6.44( ) .41( ) .22(S) .71( ) .67( ) 3.31( ) 5 53. 220.56 46.47 .00 .00 337.36 3.23 .31 12.00 .12.01 264.16 31.62(S) 1.78( ) .00( ) .00( ) 6.44( ) .41( ) .22(S) .70( ) .67( ) 3.31( ) 5 54. 220.21 46.38 .00 .00 336.62 3.22 .31 11.96 11.96 263.71 31.44(S) 1.78( ) .00( ) .00( ) 6.44( ) .41( ) .21(S) .70( ) .67( ) 3.30( ) ' 5 55. 219.87 46.30 .00 .00 335.89 3.20 .31 11.91 11.91 263.25 31.26(S) 1.77( ) .00( ) .00( ) 6.44( ) .41( ) .21(S) .70( ) .67( ) 3.30( ) 5 56. 219.52 46.21 .00 .00 335.16 3.18 .31 11.87 11.87 262.80 31.08(S) 1.77( ) .00( ) .00( ) 6.44( ) .40( ) .21(S) .70( ) .67( ) 3.30( ) 5 57. 219.18 46.13 .00 .00 334.43 3.16 .31 11.82 11.82 262.33 ' 30.90(S) 1.77( ) .00( ) .00( ) 6.44( ) AN ) .21(S) .70( ) .67( ) 3.30( ) 5 58. 218.84 46.04 .00 .00 333.70 3.14 _ .31 11.78 '- 11.78 261.87 30.72(S) 1.77( ) .00( ) .00( ) 6.44( ) AN ) .21(S) .70( ) .67( ) 3.29( ) 5 59. 218.49 45.96 .00 .00 332.97 3.12 .31 11.73 11.74 261.40 ' 30.54(S) 1.77( ) .00( ) .00( ) 6.43( ) AN ) .21(S) .70( ) .66( ) 3.29( ) 6 0. 218.15 45.88 .00 .00 332.24 3.11 .31 11.69 11.69 260.92 30.36(S) 1.77( ) .00( ) .00( ) 6.43( ) AN ) .21(S) .69( ) .66( ) 3.29( ) 6 1. 217.81 45,80 331,52 3.09 .31 11.65 11,65 260,43 30.18(S) 1.76( ) .00 .00( ) .00 .00( ) 6.43( ) .40( ) .21(S) .69( ) .66( ) 3.28( ) 6 2. 217.47 45.72 .00 .00 330.79 3.07 .31 11.60 11.61 259.94 30.00(S) 1.76( ) .00( ) .00( ) 6.43( ) AN ) .21(S) .69( ) .66( ) 3.28( ) 6 3. 217.13 45.64 .00 .00 330.07 3.06 .31 11.56 11.56 259.45 29.82(S) 1.76( ) .00( ) .00( ) 6.43( ) .40( ) .21(S) .69( ) .66( ) 3.28( ) ' 6 4. 216.78 45.56 .00 .00 329.34 3.04 .31 11.52 11.52 258.96 29.64(S) 1.76( ) .00( ) .00( ) 6.43( ) .40( ) .21(S) .69( ) .66( ) 3.27( ) 6 5. 216.44 45.49 .00 .00 328.62 3.02 .31 11.48 11.48 258.46 29.46(S) 1.76( ) .00( ) .00( ) 6.43( ) .39( ) .21(S) .69( ) . .66( ) 3.27( ) ' 6 6. 216.10 45.41 .00 .00 327.90 3.00 .31 11.43 11.43 257.96 29.28(S) 1.76( ) .00( ) .00( ) 6.43( ) .39( ) .21(S) .69( ) .66( ) 3.27( ) 6 7. 215.76 45.34 .00 .00 327.17 2.99 .31 11.39 11.39 257.47 29.10(S) 1.75( ) .00( ) .00( ) 6.43( ) .39( ) .21(S) .69( ) .66( ) 3.26( ) 6 B. 215.42 45.27 .00 .00 326.45 2.97 .31 11.35 11.35 256.97 ' 28.92(S) 1.75( ) .00( ) .00( ) 6.43( ) .39( ) .21(S) .68( ) .65( ) 3.26( ) 6 9. 215.08 45.20 .00 .00 325.72 2.96 .31 11.31 11.31 256.47 28.74(S) 1.75( ) .00( ) .00( ) 6.42( ) .39( ) .21(S) .68( ) .65( ) 3.26( ) 6 10. 214.72 45.12 .00 .00 324.99 2.94 .31 11.27 11.27 255.98 28.56(S) 1.75( ) .00( ) .00( ) 6.42( ) .39( ) .21(S) .68( ) .65( ) 3.25( ) 6 11. 214.30 45.06 .00 .00 324.27 2.92 .31 11.23 11.23 255.48 28.38(S) 1.75( ) .00( ) .00( ) 6.42( ) .39( ) .21(S) .68( ) .65( ) 3.25( ) 6 12, 213.88 44,99 .00 .00 323.54 2.91 .31 11. 19 11,19 254,99 28.20(S) 1.75( ) .00( ) .00( ) 6.42( ) .39( ) .21(S) .68( ) .65( ) 3.25( ) 6 13. 213.46 44.92 .00 .00 322.81 2.89 .31 11.15 11.15 254.49 28.02(S) 1.75( ) ".00( ) .00( ) 6.42( ) .39( ) .21(5) .68( ) .65( ) 3.24( ) 6 14. 213.04 44.85 .00 .00 322.08 2.88 .31 11.11 11.11 253.98 27.85(S) 1.74( ) .00( ) .00( ) 6.42( ) 39( ) .21(S) .68( ) .65( ) 3.24( ) ' 6 15. 212.62 44.79 .00 .00 321.35 2.86 .31 11.07 11.07 253.47 27.67(S) 1.74( ) .00( ) .00( ) 6.42( ) .38( ) .21(S) .68( ) .65( ) 3.24( ) 6 16. 212.20 44.72 .00 .00 320.62 2.85 .31 11.03 11.03 252.95 27.49(S) 1.74( ) .00( ) .00( ) 6.42( ) .38( ) .21(S) .67( ) .64( ) 3.23( ) ' 6 17. 211.78 44.65 .00 .00 319.88 2.83 .31 10.99 10.99 252.43 27.31(S) 1.74( ) .00( ) .00( ) 6.42( ) .38( ) .21(S) .67( ) .64( ) 3.23( ) 6 18. 211.37 44.59 .00 .00 319.15 2.82 .31 10.95 10.95 251.90 27.14(S) 1.74( ) .00( ) .00( ) 6.41( ) .38( ) .20(S) .67( ) .64( ) 3.23( ) 1 6 19. 210.95 44.53 .00 .00 318.41 2.80 .31 10.91 10.91 251.37 26.96(S) 1.74( ) .00( ) .00( ) 6.41( ) .38( ) .20(S) .67( ) .64( ) 3.22( ) ' 6 20, 210.54 26.79(S) 44.46 1.74( ) .00 .00( ) .00 .00( ) 317.611 6.41( ) 2.79 .38( ) .31 .20(S) 10.87 .67( ) 10.87 .64( 250.84 ) 3.22( ) 6 21. 210.12 44.40 .00 .00 316.94 2.77 .31 10.83 10.83 250.30 26.61(S) 1.74( ) .00( ) .00( ) 6.41( ) .38( ) .20(S) .67( ) .64( ) 3.21( ) 6 22. 209.71 44.34 .00 .00 316.20 2.76 .31 10.80 10.80 249.76 26.43(S) 1.73( ) .00( ) .00( ) 6.41( ) .38( ) .20(S) .67( ) .64( ) 3.21( ) 6 23. 209.29 44.28 .00 .00 315.47 2.74 .31 10.76 10.76 249.22 26.26(S) 1.73( ) .00( ) .00( ) 6.41( ) .38( ) .20(S) .67( ) .64( ) 3.21( ) 6 24. 208.88 43.83 .00 .00 314.73 2.73 .31 10.72 10.72 248.68 26.08(S) 1.72( ) .00( ) .00( ) 6.41( ) .38( ) .20(S) .67( ) .64( ) 3.20( ) ' 6 25. 208.47 42.23 .00 .00 313.99 2.72 .31 10.68 10.68 248.14 25.91(S) 1.69( ) .00( ) .00( ) 6.41( ) .37( ) .20(S) .66( ) .63( ) 3.20( ) 6 26. 208.06 40.84 .00 .00 313.24 2.70 .31 10.65 10.65 247.60 25.74(S) 1.66( ) .00( ) .00( ) 6.40( ) .37( ) .20(S) .66( ) .63( ) 3.20( ) 6 27. 207.65 39.65 .00 .00 312.50 2.69 .31 10.61 10.61 247.07 ' 25.56(S) 1.64( ) .00( ) .00( ) 6.40( ) .37( ) .20(S) .66( ) .63( ) 3.19( ) - 6 28. 207.24 38.62 .00 .00 311.74 2.68 .31 10.57 10.57 246.53 25.39(S) 1.62( ) .00( ) .00( ) 6.40( ) .37( ) .20(S) .66( ) .63( ) 3.19( ) 6 29. 206.83 37.74 .00 .00 310.98 2.66 .31 10.54 10.54 245.99 25.21(S) 1.60( ) .00( ) .00( ) 6.40( ) .37( ) .20(S) .66( ) .63( ) 318( ) 6 30. 206.42 36.96 .00 .00 310.21 2.65 .31 10.50 10.50 245.46 25.04(S) 1.58( ) .00( ) .00( ) 6.40( ) .37( ) .20(S) .66( ) .63( ) 3.18( ) 6 31, 206.01 36.30 .00 .00 309.42 2.63 .31 10.47 10.47 244.92 24.87(S) 1.57( ) .00( ) .00( ) 6.40( ) .37( ) .20(S) .66( ) .63( ) 3.18( ) ' 6 32. 205.60 35.72 .00 .00 308.63 2.62 .31 10.43 10.43 244.39 - 24.69(S) 1.55( ) .00( ) .00( ) 6.40( ) .37( ) r .20(S) .66( ) .63( ) 3.17( ) ' 6 33. 205.19 35.22 .00 .00 307.84 2.61 .31 10.39 10.40 243.86 24.52(S) 1.54( ) .00( ) .00( ) 6.40( ) .37( ) .20(S) .66( ) .63( ) 3.17( ) 6 34. 204.78 34.78 .00 .00 307.04 2.60 .31 10.36 10.36 243.32 24.35(S) 1.53( ) .00( ) .00( ) 6.39( ) .37( ) .20(S) .65( ) .62( ) 3.17( ) 6 35. 204.37 34.40 .00 .00 306.25 2.58 .31 10.32 10.33 242.80 24.17(S) 1.52( ) .00( ) .00( ) 6.39( ) .37( ) .20(S) .65( ) .62( ) 3.16( ) ' 6 36. 203.96 34.06 .00 .00 305.46 2.57 .31 10.29 10.29 242.27 24.00(S) 1.52( ) .00( ) .00( ) 6.39( ) .37( ) .20(S) .65( ) .62( ) 3.16( ) 6 37. 203.55 33.77 .00 .00 304.67 2.56 .31 10.26 10.26 241.74 23.82(S) 1.51( ) .00( ) .00( ) 6.39( ) .36( ) .20(S) .65( ) .62( ) 3.16( ) 6 38. 203.14 33.51 .00 .00 303.89 2.54 .31 10.22 10.22 241.21 ' 23.65(S) 1.50( ) .00( ) .00( ) 6.39( ) .36( ) .20(S) .65( ) .62( ) 3.15( ) 6 39. 202.72 33.29 .00 .00 303.11 2.53 .31 10.19 10.19 240.69 23.47(S) 1.50( ) .00( ) .00( ) 6.39( ) .36( ) .20(S) .65( ) .62( ) 3.15( ) ' 6 40. 202.31 23.30(S) 33.08 1.49( ) .00 .00( ) .00 .00( ) 302.34 6.39( ) 2.52 .36( ) .31 .20(S) 10.15 .65( ) 10.16 .62( 240.16 ) 3.15( ) 6 41. 201.89 32.90 .00 .00 301.57 2.51 .31 10.12 10.12 239.64 23.12(S) 1.49( ) .00( ) .00( ) 6.39( ) .36( ) .20(S) .65( ) .62( ) 3.14( ) 6 42. 201.48 32.74 .00 .00 300.81 2.49 .31 10.09 10.09 239.12 22.95(S) 1.49( ) .00( ) .00( ) 6.38( ) .36( ) .19(S) .65( ) .62( ) 3.14( ) ' 6 43. 201.06 32.60 .00 .00 300.05 2.48 .31 10.05 10.06 238.60 22.77(S) 1.48( ) .00( ) .00( ) 6.38( ) .36( ) .19(S) .64( ) .62( ) 3.13( ) 6 44. 200.64 32.46 .00 .00 299.30 2.46 .31 10.02 10.02 238.08 22.59(S) 1.48( ) .00( ) .00( ) 6.38( ) .36( ) .19(S) .64( ) .61( ) 3.13( ) ' 6 45. 200.23 32.35 .00 .00 298.55 2.44 .31 9.99 9.99 237.55 22.41(S) 1.48( ) .00( ) .00( ) 6.38( ) .36( ) .19(S) .64( ) .61( ) 3.13( ) 6 46. 199.81 32.24 .00 .00 297.80 2.42 .31 9.96 9.96 237.03 22.24(S) 1.47( ) .00( ) .00( ) 6.38( ) .35( ) .19(S) .64( ) .61( ) 3.12( ) 6 47. 199.39 32.14 .00 .00 297.06 2.40 .31 9.93 9.93 236.51 ' 22.06(S) 1.47( ) .00( ) .00( ) 6.38( ) .35( ) .19(S) .64( ) .61( ) 3.12( ) 6 48. 198.97 32.05 .00 .00 296.31 2.38 .31 9.89 9.89 235.99 21.88(S) 1.47( ) .00( ) .00( ) 6.38( ) .35( ) .19(S) .64( ) .61( ) 3.12( ) 6 49. 198.55 31.97 .00 .00 295.57 2.36 .31 9.86 9.86 235.47 ' 21.70(S) 1.47( ) .00( ) .00( ) 6.38( ) .35( ) .19(S) .64( ) .61( ) 3.11( ) 6 50. 198.13 31.88 .00 .00 294.84 2.34 .31 9.83 9.83 234.95 21.52(S) 1.47( ) .00( ) .00( ) 6.38( ) .35( ) .19(S) .64( ) .61( ) - 3.11( ) 6 51. 197.71 31.82 .00 .00 294.10 2.32 .31 9.80 9.80 234.44 21.35(S) 1.47( ) .00( ) .00( ) 6.37( ) .35( ) .19(S) .64( ) .61( ) 3.11( ) ' 6 52. 197.29 31.74 .00 .00 293.37 2.30 .31 9.77 9.77 233.92 21.17(S) 1.46( ) .00( ) .00( ) 6.37( ) .35( ) .19(S) .64( ) .61( ) 3.10( ) 6 53. 196.87 31.68 .00 .00 292.65 2.27 .30 9.74 9.74 233.40 20.99(S) 1.46( ) .00( ) .00( ) 6.37( ) .34( ) .19(S) .63( ) .61( ) 3.10( ) 6 54. 196.45 31.61 .00 .00 291.92 2.25 .30 9.71 9.71 232.88 20.81(S) 1.46( ) .00( ) .00( ) 6.37( ) .34( ) .19(S) .63( ) .61( ) 3.09( ) 6 55. 196.03 31.56 .00 .00 291.20 2.23 .30 9.68 9.68 232.36 20.63(S) 1.46( ) .00( ) .00( ) 6.37( ) .34( ) .19(S) .63( ) '.60( ) 3.09( ) ' 6 56. 195.60 31.49 .00 .00 290.47 2.21 .30 9.65 9.65 231.84 20.45(S) 1.46( ) .00( ) .00( ) 6.37( ) .34( ) .19(S) .63( ) .60( ) 3.09( ) 6 57. 195.18 31.44 .00 .00 289.75 2.19 .30 9.61 9.62 231.32 20.28(S) 1.46( ) .00( ) .00( ) 6.37( ) .34( ) .19(S) .63( ) .60( ) 3.08( ) 1 b 58. 194.76 3138 .00 .00 289.04 2.17 30 9.59 9.59 230.81 20.10(S) 1.46( ) .00( ) .00( ) 6.37( ) .34( ) .19(S) .63( ) .60( ) 3.08( ) 6 59. 194.34 19.92(S) 31.34 1.45( ) .00- .00( ) .00 .00( ) 288.32 6.36( ) 2.15 .33( ) .30 .19(5) 9.56 .63( ) 9.56 .60( ) 230.29 3.08( ) 7 0. 193.92 31.28 .00 .00 287.61 2.13 .30 9.53 9.53 229.77 - 19.74(S) 1.45( ) .00( ) .00( ) 636( ) .33( ) .19(S) .63( ) .60( ) 3.07( ) 7 1. 193.44 31.23 .00 .00 286.89 2.11 .30 9.50 9.50 229.25 19.56(S) 1.45( ) .00( ) .00( ) 636( ) 33( ) .19(S) .63( ) .60( ) 3.07( ) 7 2. 192.88 31A8 .00 .00 286.18 2.09 .30 9.47 9.47 228.73 1939(S) 1.45( ) .00( ) .00( ) 636( ) 33( ) .19(S) .63( ) .60( ) 3.07( ) 7 3. 192.32 31.13 .00 .00 285.47 2.07 .30 9.44 9.44 228.21 19.21(S) 1.45( ) .00( ) .00( ) 636( ) 33( ) .19(S) .62( ) .60( ) 3.06( ) ' 7 4. 191.77 31.08 .00 .00 284.77 2.05 .30 9.41 9.41 227.67 19.03(S) 1.45( ) .00( ) .00( ) 636( ) 33( ) .19(S) .62( ) .60( ) 3.06( ) 7 5. 191.21 31.04 .00 .00 284.06 2.03 .30 9.38 9.38 227.12 18.86(S) 1.45( ) .00( ) .00( ) 636( ) 33( ) .18(S) .62( ) .59C ) 3.05( ) 7 6. 190.66 30.98 .00 .00 283.36 2.01 .30 9.35 9.35 226.56 ' 18.68(S) 1.45( ) .00( ) .00( ) 636( ) 32( ) .18(S) .62( ) .59( ) 3.05( ) 7 7. 190.11 30.94 .00 .00 282.65 1.99 .30 9.32 9.33 225.99 18.51(S) 1.44( ) .00( ) .00( ) 635( ) 32( ) .18(S) .62( ) .59( ) 3.05( ) 7 8. 189.56 30.89 .00 .00 281.95 1.97 .30 9.30 9.30 225.41 ' 1833(S) 1.44( ) .00( ) .00( ) 635( ) 32( ) .18(S) .62( ) .59( ) 3.04( ) 7 9. 189.01 30.85 .00 .00 281.25 1.95 .30 9.27 9.27 224.82 18.16(S) 1.44( ) .00( ) .00( ) 635( ) .32( ) .18(S) .62( ) .59( ) 3.04( ) - 7 10. 188,46 30.80 .00 .00 280.56 1,93 .30 9,24 9.24 224,23 17.98(S) 1.44( ) .00( ) .00( ) 6.35( ) 32( ) .18(S) .62( ) .59( ) 3.03( ) ' 7 11. 187.91 30.75 .00 .00 279.86 1.91 .30 9.21 9.21 223.64 17.81(S) 1.44( ) .00( ) .00( ) 6.35( ) 32( ) .18(S) .62( ) .59( ) 3.03( ) 7 12. 187.37 30.70 .00 .00 279.17 1.90 .30 9.19 9.19 . 223.04 17.63(S) 1.44( ) .00( ) .00( ) 6.35( ) 32( ) .18(S) .62( ) .59( ) 3.03( ) ' 7 13. 186.82 30.66 .00 .00 278.47 1.88 .30 9.16 9.16 222.44 17.46(S) 1.44( ) .00( ) .00( ) 6.35( ) 31( ) .18(S) .62( ) .59( ) 3.02( ) 7 14. 186.28 30.61 .00 277.78 1.86 .30 9.13 9.13 221.83 ' 7 15. 17.29(S) 185.74 1.44( ) 30.57 .00( ) .00 ..00 .00( ) .00 6.35( ) 277.08 31( ) 1.84 - .18(S) .30 .61( ) 9.10 .59( ) 9.11 3.02( 221:23 ) 17.12(S) 1.44( ) .00( ) .00( ) 6.35( ) 31( ) .18(S) .61( ) .59( ) 3.01( ) 7 16. 185.20 30.51 .00 .00 276.38 1.83 .30 9.08 9.08 220.62 16.95(S) 1.43( ) .00( ) .00( ) 634( ) 31( ) .18(S) .61( ) .54( ) 3.01( ) 7 17. 184.67 30.46 .00 .00 775.68 1.81 .30 9.05 9.05 220.01 ' 16.78(S) 1.43( ) .00( ) .00C ) 6.34( ) 31( ) .18(5) .61( ) .58( ) 3.00( ) 7 18. 184.13 30.39 .00 .00 274.98 1.79 .30 9.02 9.03 219.40 16.61(S) 1.43( ) .00( ) .00( ) 634( ) 31( ) .18(S) .61( ) .58( ) 3.00( ) ' 7 19, 183.60 16.44(S) 30,33 1.43( ) .00 .00( ) .00 .00( ) 274.27 634( ) 1.78 31( ) 30 .18(S) 9.00 .61( ) 9.00 .58( ) 218,79 3.00( ) 7 20. 183.06 30.25 .00 .00 273.56 1.76 .30 8.97 8.97 218.17 16.27(S) 1.43( ) .00( ) .00( ) 6.34( ) 30( ) .18(S) .61( ) .58( ) 2.99( ) 7 21. 182.53 30.19 .00 .00 272.84 1.74 .30 8.95 8.95 217.56 16.10(S) 1.43( ) .00( ) .00( ) 6.34( ) 30( ) .18(S) .61( ) .58( ) 2.99( ) ' 7 22. 182.00 30.10 .00 .00 272.12 1.73 .30 8.92 8.92 216.95 15.93(S) 1.43( ) .00( ) .00( ) 634( ) 30( ) .18(S) .61( ) .58( ) 2.98( ) 7 23. 181.48 30.02 .00 .00 271.40 1.71 .30 8.90 8.90 216.34 15.76(S) 1.42( ) .00( ) .00( ) 634( ) 30( ) .18(S) .61( ) .58( ) 2.98( ) ' 7 24. 180.95 29.94 .00 .00 270.68 1.70 .30 8.87 8.87 215.73 15.59(S) 1.42( ) .00( ) .00( ) 633( ) .30( ) .18(S) .61( ) .58C ) 2.97( ) 7 25. 180.43 29.86 .00 .00 269.95 1.68 .30 8.84 8.85 215.12 15.43(S) 1.42( ) .00( ) .00( ) 633( ) 30( ) .18(S) .60( ) .58( ) 2.97( ) 7 26. 179.90 29.77 .00 .00 269.22 1.66 .30 8.82 8.82 214.51 ' 15.26(S) 1.42( ) .00( ) .00( ) 6.33C ) .30( ) .18(5) .60( ) .58( ) 2.96( ) 7 27. 179.38 29.69 .00 .00 268.48 1.65 .30 8.79 8.79 213.90 15.09(S) 1.42( ) .00( ) .00( ) 6.33( ) .29( ) .18(S) .60( ) .58( ) 2.96( ) 7 28. 178.86 29.61 .00 .00 267.74 1.63 .30 8.77 8.77 .213.29 ' 14.93(S) 1.41( ) .00( ) '00( ) 6.33( ) .29( ) .18(S) .60( ) .58( ) 2.96( ) 7 29. 178.34 29.53 .00 .00 267.00 1.62 .30 8.74 8.74 212.68 14.76(S) 1.41( ) .00(-) .00( ) 633( ) .29( ) .17(S) .60( ) .57( ) 2.95( ) 7 30, 177.82 29,45 .00 .00 266,26 1,61 30 8.71 8.72 212.07 14.60(S) 1.41( ) .00( ) .00( ) 633( ) .29( ) .17(S) .60( ) .57C ) 2.95( ) ' 7 31. 177.31 29.37 .00 .00 265.52 1.59 .30 8.69 8.69 211.47 14.44(S) 1.41( ) .00( ) .00( ) 632( ) .29( ) .17(S) .60( ) .57( ) 2.94( ) 7 32. 176.79 29.29 .00 .00 264.77 1.58 .30 8.66 8.66 210.87 14.27(S) 1.41( ) .00( ) .00( ) 632( ) .29( ) .17(S) .60( ) .57( ) 2.94( ) ' 7 33. 176.28 29.22 .00 .00 264.01 1.56 .30 8.64 8.64 210.27 14.11(S) 1.40( ) .00( ) .00( ) 632( ) .29( ) .17(S) .60( ) .57( ) 2.93( ) 7 34. 175.77 29.14 .00 .00 263.24 1.55 .30 8.61 8.61 209,67 ' 7 35. 13.95(S) 175.26 1.40( ) 29.07 .00( ) .00 .00( ) .00 632( ) 262.48 .29( ) 1.54 .17(S) .30 .60( ) 8.59 .57( ) 8.59 2.93( 209.06 ) 13.78(S) 1.40( ) .00( ) .00( ) ' 632( ) .28( ) .17(S) .60( ) .57( ) 2.93( ) 7 36. 174.75 28.99 .00 .00 261.72 1.52 .30 8.56 8.56 208.45 13.62(S) 1.40( ) .00( ) .00( ) 632( ) .28( ) .17(S) .60( ) .57( ) 2.92( ) 7 37. 174.24 28.93 .00 .00 260.95 1.51 .30 8.54 8.54 207.84 13.46(S) 1.40( ) .00( ) .00( ) 6.32( ) .28( ) .17(S) .59( ) .57( ) 2.92( ) 7 38. 173.74 28.86 260.19 1.50 .30 8.51 8.51 207.23 ' 13.30(S) 1.40( ) .00 .00( ) .00 .00( ) 6.31( ) .28( ) .17(S). .59( ) .57( ) 2.91( ) 7 39. 173.23 28.79 .00 .00 259.43 1.48 .30 8.49 8.49 206.63 - 13.14(S) 1.39( ) .00( ) .00( ) 6.31( ) .28( ) .17(S) .59( ) .57( ) 2.91( ) 7 40. 172.73 28.72 .00 .00 258.67 1.47 .30 8.46 8.46 206.03 12.98(S) 1.39( ) .00( ) .00( ) 6.31( ) .28( ) .17(S) .59( ) .57( ) 2.90( ) ' 7 41. 172.23 28.66 .00 .00 257.91 1.46 .30 8.44 8.44 205.43 12.82(S) 1.39( ) .00( ) .00( ) 6.31( ) .28( ) .17(S) .59( ) .56( ) 2.90( ) - 7 42. 171.73 28.60 - .00 .00 257.15 1.45 .30 8.41 8.41 204.83 - ' 7 43. 12.66(S) 171.23 1.39( ) 28.54 .00( ) .00 .00( ) .00 6.31( ) 256.39 .28( ) 1.43 .17(S) .30 .59( ) 8.39 .56( ) 8.39 2.89( 204.24 ) 12.50(S) 1.39( ) .00( ) .00( ) 6.31( ) .28( ) .17(S) .59( ) .56( ) 2.89( ) 7 44. 170.73 28.48 .00 .00 255.63 1.42 .30 8.37 8.37 203.65 12.34(S) 1.39( ) .00( ) .00( ) 6.31( ) .27( ) .17(S) .59( ) .56( ) 2.89( ) 7 45. 170.23 28.43 .00 .00 254.88 1.41 .30 8.34 8.34 203.05 ' 12.19(S) 1.38( ) .00( ) .00( ) 6.31( ) .27( ) .17(S) .59( ) .56( ) 2.88( ) - 7 46. 169.71 28.37 .00 .00 254.12 1.40 .30 8.32 8.32 202.47 12.03(S) 1.38( ) .00( ) .00( ) 6.30( ) .27( ) .17(S) .59( ) .56( ) 2.88( ) 7 47. 169.04 28.32 .00 .00 253.37 1.38 .30 8.29 8.30 201.88 ' 11.87(S) 1.38( ) .00( ) .00( ) 6.30( ) .27( ) .17(S) .59( ) .56( ) - 2.87( ) 7 48. 168.38 28.26 - .00 .00 252.62 1.37 .30 8.27 8.27 201.28 11.72(S) 1.38( ) .00( ) .00( ) 6.30( ) .27( ) .17(S) .59( ) .56( ) 2.87( ) 7 49. 167.72 28.21 .00 .00 251.86 1.36 .30 - 8.25 .8.25 200.68 11.56(S) 1.38( ) -.00( ) .00( ) 6.30( ) .27( ) .17(S) .58( ) .56( ) 2.86( ) ' 7 50. 167.05 28.16 .00 .00 251.11 1.35 .30 8.22 8.23 200.06 11.40(S) 1.38( ) .00( ) .00( ) 6.30( ) .27( ) .17(S) .58( ) .56( ) 2.86( ) 7 51. 166.40 28.11 .00 .00 250.37 1.34 .30 8.20 8.20 199.43 11.25(S) 1.38( ) .00( ) .00( ) 6.30( ) .27( ) .17(S) .58( ) .56( ) 2.85( ) ' 7 52. 165.74 28.06 .00 .00 249.62 1.33 .30 8.18 8.18 198.78 11.10(S) 1.38( ) .00( ) .00( ) 6.30( ) .27( ) .17(S) .58( ) .56( ) 2.85( ) 7 53. 165.09 28.02 .00 .00 248.87 1.32 .30 8.16 8.16 198.13 10.94(S) 1.37( ) .00( ) .00( ) 6.29( ) .26( ) .16(S) .58( ) .56( ) 2.85( ) 7 54. 164.44 27.97 .00 .00 248.13 1.31 .30 8.13 8.13 197.47 ' 10.79(S) 1.37( ) .00( ) .00( ) 6.29( ) .26( ) .16(S) .58( ) .55( ) 2.84( ) 7 55. 163.79 27.93 .00 .00 247.39 1.30 .30 8.11 8.11 196.79 10.64(S) 1.37( ) .00( ) .00( ) 6.29( ) .26( ) .16(S) .58( ) .55( ) 2.84( ) 7 56. 163.15 27.88 .00 .00 246.65 1.28 .30 8.09 8.09 196.12 ' 10.49(S) 1.37( ) .00( ) .00( ) 6.29( ) .26( ) .16(S) .58( ) .55( ) 2.83( ) 7 57. 162.51 27.84 .00 .00 245.90 1.27 .30 8.07 8.07 195.43 10.34(S) 1.37( ) .00( ) .00( ) 6.29( ) .26( ) .16(S) .58( ) .55( ) 2.82( ) 7 58, 161.87 27.80 245. 16 1,26 .30 8,04 8.04 194.74 ' 10.19(5) 1.37( ) .00 .00( ) .00 .00( ) 6.29( ) .26( ) .16(S) .58( ) .55( ) 2.82( ) 7 59. 161.23 27.76 .00 .00 244.41 1.25 .30 8.02 8.02 194.05 10.04(S) 1.37( ) .00( ) .00( ) 6.29( ) .26( ) .16(S) .58( ) .55( ) 2.81( ) 8 0. 160.60 27.72 .00 .00 243.67 1.24 .30 8.00 8.00 193.35 9.89(S) 1.37( ) .00( ) .00( ) 6.28( ) .26( ) .16(S) .58( ) .55( ) 2.81( ) ' 8 1. 159.97 27.68 .00 .00 242.92 1.23 .30 7.98 7.98 192.65 9.74(S) 1.37( ) .00( ) .00( ) 6.28( ) .26( ) .16(S) .57( ) .55( ) 2.80( ) 8 2. 159.35 27.64 .00 .00 242.16 1.22 .30 7.96 7.96 191.96 ' 8 3. 9.60(S) 158.72 1.37( ) 27.61 .00( ) .00 .00( ) .00 6.28( ) 241.40 .26( ) 1.21 .16(S) .30 .57( ) 7.93 .55( ) 7.94 2.80( 191.26 ) 9.45(S) 1.36( ) .00( ) .00( ) 6.28( ) .25( ) .16(S) .57( ) .55( ) 2.79( ) 8 4. 158.10 27.57 .00 .00 240.64 1.20 .30 7.91 7.91 190.56 9.31(S) 1.36( ) .00( ) .00( ) 6.28( ) .25( ) .16(S) .57( ) .55( ) 2.79( ) 8 5. 157.48 27.54 .00 .00 239.88 1.19 .30 7.89 7.89 189.96 ' 9.16(S) 1.36( ) .00( ) .00( ) 6.28( ) .25( ) .16(S) .57( ) .55( ) 2.78( ) 8 6. 156.86 27.50 .00 .00 239.10 1.18 .30 7.87 7.87 189.16 9.02(S) 1.36( ) .00( ) .00( ) 6.27( ) .25( ) .16(S) .57( ) .55( ) 2.78( ) 8 7. 156.25 27.47 .00 .00 238.33 1.17 .30 7.85 7.85 188.47 ' 8.87(S) 1.36( ) .00( ) .00( ) 6.27( ) .25( ) .16(S) .57( ) .55( ) 2.77( ) 8 8. 155.64 27.44 .00 .00 237.55 1.16 .30 7.83 7.83 187.77 8.73(S) 1.36( ) .00( ) .00( ) 6.27( ) .25( ) .16(S) .57( ) .54( ) 2.77( ) 8 9, 155,03 27.41 .00 .00 236.76 1.15 .30 7.81 7.81 187.08 8.59(S) 1.36( ) .00( ) .00( ) 6.27( ) .25( ) .16(S) .57( ) .54( ) 2.76( ) ' 8 10. 154.43 27.37 .00 .00 235.97 1.15 .30 7.79 7.79 186.39 8.44(S) 1.36( ) .00( ) .00( ) 6.27( ) .25( ) .16(S) .57( ) .54( ) 2.76( ) 8 11. 153.82 27.34 .00 .00 235.17 1.14 .30 7.77 7.77 185.70 8.30(S) 1.36( ) .00( ) .00( ) 6.27( ) .25( ) .16(S) .57( ) .54( ) 2.75( ) ' 8 12. 153.23 27.31 .00 .00 234.37 1.13 .30 7.75 7.75 185.02 8.16(S) 1.36( ) .00( ) .00( ) 6.27( ) .25( ) .16(S) .57( ) .54( ) 2.75( ) 8 13. 152.63 27.28 .00 .00 233.57 1.12 .30 7.73 7.73 184.33 8.02(S) 1.36( ) .00( ) .00( ) 6.26( ) .24( ) .16(S) .57( ) .54( ) 2.74( ) 8 14. 152.03 27.25 .00 .00 232. 77 1.11 .30 7.70 7.71 183.65 ' 7.88(S) 1.36( ) .00( ) .00( ) 6.26( ) .24( ) :16(S) .57( ) .54( ) 2.74( ) 8 15. 151.44 27.23 .00 .00 231.96 1.10 .30 7.68 7.69 182.97 7.74(S) 1.36( ) .00( ) .00( ) 6.26( ) .24( ) .16(S) .56( ) .54( ) 2.73( ) 8 16. 150.85 27.19 .00 .00 231.15- 1.09 .30 7.66 7.67 182.30 7.61(S) 1.35( ) .00( ) .00( ) 6.26( ) .24( ) .16(S) .56( ) .54( ) 2.73( ) 8 17, 150.27 7.47(S) 27. 17 1.35( ) .00 .00( .00 ) .00( 130.34 ) 6.26( ) 1.08 .24( .30 ) .16(S) 7.64 .56( ) 7.65 .54( ) 181.63 2.72( ) 8 18. 149.68 27.14 .00 .00 229.53 1.08 .30 7.62 7.63 180.95 _ 7.33(S) 1.35( ) .00( ) .00( ) 6.26( ) .24( ) .15(S) .56( ) .54( ) 2.72( ) 8 19. 149.10 27.11 .00 .00 228.71 1.07 .30 7.61 7.61 180.29 7.20(S) 1.35( ) .00( ) .00( ) 6.25( ) .24( ) .15(S) .56( ) .54( ) 2.71( ) 8 20. 148.53 27.68 .00 .00 227.90 1.06 .30 7.59 7.59 179.62 --_, 7.06(S) 1.35( ) .00( ) .00( ) 6.25( ) .24( ) .15(S) .56( ) .54( ) 2.70( ) 8 21. 147.95 27.06 .00 .00 227.09 1.05 .30 7.57 7.57 178.96 6.93(S) 1.35( ) .00( ) .00( ) 6.25( ) .24( ) .15(S) .56( ) .54( ) 2.70( ) 8 22. 147.38 27.03 .00 .00 226.28 1.04 .30 7.55 7.55 178.30 6.79(S) 1.35( ) .00( ) .00( ) 6.25( ) .24( ) .15(S) .56( ) .53( ) 2.69( ) 8 23. 146.81 27.01 .00 .00 225.47 1.04 .30 7.53 7.53 177.65 6.66(S) 1.35( ) .00( ) .00( ) 6.25( ) .24( ) .15(S) .56( ). .53( ) 2.69( ) 8 24. 146.24 26.98 .00 .00 224.65 1.03 .30 7.51 7.51 176.99 6.53(S) 1.35( ) .00( ) .00( ) 6.25( ) .23( ) .15(S) .56( ) .53( ) 2.68( ) i 8 25. 145.68 26.96 .00 .00 223.85 1.02 .30 7.49 7.49 176.34 6.39(S) 1.35( ) .00( ) .00( ) 6.24( ) .23( ) .15(S) .56( ) .53( ) 2.68( ) 8 26. 145.12 26.93 .00 .00 223.04 1.01 .30 7.47 7.47 175.69 ' 6.26(S) 1.35( ) .00( ) .00( ) 6.24( ) .23( ) .15(S) .56( ) .53( ) 2.67( ) 8 27. 144.42 26.91 .00 .00 222.23 1.00 .30 7.45 7.45 175.05 6.13(S) 1.35( ) .00( ) .00( ) 6.24( ) .23( ) .15(S) .56( ) .53( ) 2.67( ) 8 28. 143.44 26.88 .00 .00 221.43 1.00 .30 7.43 7.43 174.40 6.00(S) 1.35( ) .00( ) .00( ) 6.24( ) .23( ) .15(S) .56( ) .53( ) 2.66( ) 8 29. 142.46 26.86 .00 .00 220.63 .99 .30 7.41 7.41 173.74 5.87(S) 1.35( ) .00( ) .00( ) 6.24( ) .23( ) r .15(S) .55( ) .53( ) 2.66( ) - 8 30. 141.48 26.83 .00 .00 219.83 .98 .30 7.39 7.40 173.04 5.74(S) 1.35( ) .00( ) .00( ) 6.24( ) .23( ) .15(S) .55( ) .53( ) 2.65( ) ' 8 31. 140.52 26.81 .00 .00 219.04 .98 .30 7.38 7.38 172.30 5.62(S) 1.34( ) .00( ) .00( ) 6.23( ) .23( ) .15(S) ' .55( ) .53( ) 2.65( ) 8 32. 139.57 26.78 .00 .00 218.24 .97 .30 7.36 7.36 171.52 5.49(S) 1.34( ) .00( ) .00( ) 6.23( ) .23( ) .15(S) .55( ) .53( ) 2.64( ) 8 33. 138.63 26.76 .00 .00 217.45 .96 .30 7.34 7.34 170.71 ' 5.37(S) 1.34( ) .00( ) .00( ) 6.23( ) .23( ) .15(S) .55( ) .53( ) 2.64( ) 8 34.-' 137.69 26.74 .00 .00 216.66 .95 .30 7.32 7.32 169.87 " 5.25(S) 1.34( ) .00( ) .00( ) 6.23( ) .23( ) .15(S) .55( ) .53( ) 2.63( ) 8 35. 136.77 26.72 .00 .00 215.88 .95 .30 7.30 7.30 169.01 ' 5.12(S) 1.34( ) .00( ) .00( ) 6.23( ) .23( ) .15(S) .55( ) .53( ) 2.62( ) 8 36. 135.85 26.69 .00 .00 215.09 .94 .30 7.29 7.29 168.12 5.00(S) 1.34( ) .00( ) .00( ) 6.22( ) .23( ) .15(S) .55( ) .53( ) 2.61( ) 8 37. 134.94 4.68(S) 26.67 1.34( ) .00 .00( .00 ) .00( 214.30 ) 6.22( ) .93 .22( .30 ) .15(S) 7.27 .55( ) 7.27 .52( ) 167.22 2.61( ) 8 38. 134.04 26.64 .00 .00 213.52 .93 .30 7.25 7.25 166.30 4.77(S) 1.34( ) .00( ) .00( ) 6.22( ) .22( ) .15(S) .55( ) .52( ) 2.60( ) 8 39. 133.15. 26.62 .00 .00 212.73 .92 .30 7.23 7.23 165.38 4.65(S) 1.34( ) .00( ) .00( ) 6.22( ) .22( ) .15(S) .55( ) .52( ) 2.59( ) ' 8 40. 132.27 26.60 .00 .00 211.94 .91 .30 7.21 7.21 164.44 4.53(S) 1.34( ) .00( ) .00( ) 6.22( ) .22( ) .15(S) .55( ) .52( ) 2.59( ) 8 41. 131.39 26.58 .00 .00 211.14 .91 .30 7.20 7.20 163.50 ' 8 42. 4.42(S) 130.52 1.34( ) 26.55 .00( .00 ) .00( .00 ) 6.22( ) 210.33 .22( .90 ) .15(S) .30 .55( ) 7.18 .52( ) 7.18 2.58( ) 162.56 4.30(S) 1.34( ) .00( ) .00( ) 6.21( ) .22( ) .14(S) .55( ) .52( ) 2.57( ) 8 43. 129.67 26.53 .00 .00 209.52 .89 .30 7.16 7.16 161.61 4.19(S) 1.34( ) .00( ) .00( ) 6.21( ) .22( ) .14(S) .55( ) .52( ) 2.56( ) 8 44. 128.81 26.51 .00 .00 208.69 .89 .30 7.14 7.15 160.66 4.08(S) 1.34( ) .00( ) .00( ) 6.21( ) .22( ) .14(S) .54( ) .52( ) 2.56( ) 8 45. 127.97 26.49 .00 .00 207.86 .88 .30 7.13 7.13 159.71 3.97(S) 1.34( ) .00( ) .00( ) 6.21( ) .22( ) .14(S) .54( ) .52( ) 2.55( ) 8 46. 127.14 26.46 .00 .00 207.01 .87 .30 7.11 7.11 158.77 ' 3.86(S) 1.34( ) .00( ) .00( ) 6.21( ) .22( ) .14(S) .54( ) .52( ) 2.54( ) 8 47. 126.31 26.44 .00 .00 206.14 .87 .30 7.09 7.09 157.83 3.75(S) 1.34( ) .00( ) .00( ) 6.21( ) .22( ) .14(S) .54( ) .52( ) 2.53( ) 8 48. 125.49 26.42 .00 .00 205.27 .86 .30 7.08 7.08 156.89 3.64(S) 1.33( ) .00( ) .00( ) 6.20( ) .22( ) .14(S) .54( ) .52( ) 2.52( ) ' 8 49. 124.68 26.39 .00 .00 204.38 .86 .30 7.06 7.06 155.95 3.54(S) 1.33( ) .00( ) .00( ) 6.20( ) .22( ) .14(S) .54( ) .52( ) 2.52( ) 8 50. 123.88 26.37 .00 .00 203.47 .85 .30 7.04 7.04 155.02 3.43(S) 1.33( ) .00( ) .00( ) 6.20( ) .21( ) .14(S) .54( ) .52( ) 2.51( ) ' 8 51. 123.08 26.35 .00 .00 202.56 .84 .30 7.03 7.03 154.10 3.33(S) 1.33( ) .00( ) .00( ) 6.20( ) .21( ) .14(S) .54( ) .52( ) 2.50( ) 8 52. 122.29 26.32 .00 .00 201.63 .84 .30 . 7.01 7.01 153.18 3.22(S) 1.33( ) .00( ) .00( ) 6.19( ) .21( ) .14(S) .54( ) .52( ) 2.49( ) 8 53. 121.51 26.30 .00 .00 200.69 .93 .30 6.99 6.99 152.27 ' 3.12(S) 1.33( ) .00( ) .00( ) 6.19( ) .21( ) .14(S) .54( ) .52( ) 2.49( ) 8 54. 120.73 26.28 .00 .00 199.74 .83 .30 6.98 6.98 151.37 3.02(S) 1.33( ) .00( ) .00( ) 6.19( ) .21( ) .14(S) .54( ) .51( ) 2.48( ) 8 55. 119.97 26.26 .00 .00 198.77 .82 .30 6.96 6.96 150.47 2.92(S) 1.33( ) .00( ) .00( ) 6.19( ) .21( ) .14(S) .54( ) .51( ) 2.47( ) ' 8 56, 119.21 2.82(S) 26.24 1.33( .00 ) .00( ) .00 .00( 197.80 ) 6.19( ) .81 .21( ) .30 .14(S) 6.94 .54( ) 6.94 .51( ) 149.57 2.46( ) 8 57. 118.46 26.22 .00 .00 196.83 .81 .30 6.93 6.93 148.69 2.72(S) 1.33( ) .00( ) .00( ) 6.18( ) .21( ) .14(S) .54( ) .51( ) 2.46( ) - 8 58. 117.71 26.19 .00 .00 195.84 .80 .30 6.91 6.91 147.81 2.62(S) 1.33( ) .00( ) .00( ) 6.18( ) .21( ) .14(S) .54( ) .51( ) 2.45( ) ' 8 59. 116.97 26.17 .00 .00 194.85 .80 .30 6.90 6.90 146.94 2.52(S) 1.33( ) .00( ) .00( ) 6.18( ) .21( ) .14(S) .54( ) .51( ) 2.44( ) 9 0. 116.24 26.15 .00 .00 193.86 .79 .30 6.88 6.88 146.08 2.43(S) 1.33( ) .00( ) .00( ) 6.18( ) .21( ) .14(S) .53( ) .51( ) 2.43( ) ' 9 1. 115.26 26.13 .00 .00 192.86 .79 .30 6.86 6.86 145.22 2.33(S) 1.33( ) .00( ) .00( ) 6.17( ) .21( ) .14(S) .53( ) .51( ) 2.43( ) 9 2. 113.70 26.10 .00 .00 191.86 .78 .30 6.85 6.85 144.35 2.24(S) 1.33( ) .00( ) .00( ) 6.17( ) .21( ) .14(S) .53( ) .51( ) 2.42( ) 9 3. 112.18 26.08 .00 .00 190.86 .77 .30 6.83 6.83 143.46 ' 2.15(S) -1.33( ) .00( ) .00( ) 6.17( ) .21( ) .14(S) .53( ) .51( ) 2.41( ) 9 4. 110.68 26.06 .00 .00 189.87 .77 .30 6.82 6.82 142.53 2.06(S) 1.33( ) .00( ) .00( ) 6.17( ) .20( ) .14(S) .53( ) .51( ) 2.40( ) 9 5. 109.22 26.04 .00 .00 188.87 .76 .30 6.80 6.80 141.54 ' 1.97(S) 1.33( ) .00( ) .00( ) 6.16( ) .20( ) .14(S) .53( ) .51( ) 2.40( ) 9 6. 107.79 26.01 .00 .00 187.87 .76 .30 6.79 6.79 140.50 1.88(S) 1.32( ) .00( ) .00( ) 6.16( ) .20( ) .14(S) .53( ) .51( ) 2.39( ) 9 7. 106.40 25.99 .00 .00 186.87 .75 .30 6.77 6.77 139.41 1.80(s) 1.32( ) .00( ) .00( ) 6.16( ) .20( ) .13(S) .53( ) .51( ) 2.38( ) ' 9 8. 105.03 25.97 .00 .00 185.88 .75 .30 6.75 6.76 138.27 1.72(S) 1.32( ) .00( ) .00( ) 6.16( ) .20( .) .13(S) .53( ) .51( ) 2.37( ) 9 9. 103.69 25.95 .00 .00 184.89 .74 .30 6.74 6.74 137.10 1.64(S) 1.32( ) .00( ) .00( ) 6.15( ) .20( ) .13(S) .53( ) .51( ) 2.36( ) ' 9 10. 102.38 25.92 .00 .00 183.90 .74 .30 6.72 6.72 135.89 . 1.56(S) 1.32( ) .00( ) .00( ) 6.15( ) .20( ) .13(S) .53( ) .51( ) 2.35( ) 9 11. 101.10 25.90 .00 .00 182.92 .73 .30 6.71 6.71 134.66 1.48(S) 1.32( ) .00( ) .00( ) 6.15( ) .20( ) .13(S) .53( ) .50( ) 2.34( ) 9 12. 99.84 25.88 .00 .00 181.93 .73 .29 .6.69 6.69 133.41 ' 1.41(S) 1.32( ) .00( ) .00( ) 6.15( ) .20( ) .13(S) .53( ) .50( ) 2.33( ) 9 13. 98.61 25.86 .00 .00 180.94 .72 .29 6.68 6.68 132.11 1.33(S) 1.32( ) .00( ) .00( ) 6.14( ) .20( ) .13(S) .53( ) .50( ) 2.31( ) 9 14. 97.41 25.83 .00 .00 179.94 .72 .29 6.66 6.66 130.74 ' 1.26(S) 1.32( ) .00( ) .00( ) 6.14( ) .20( ) .13(S) .53( ) .50( ) 2.30( ) 9 15. 96.24 25.81 .00 .00 178.94 .71 .29 6.65 6.65 129.36 1.19(S) 1.32( ) .00( ) .00( ) 6.14( ) .20( ) .13(S) .53( ) .50( ) 2.29( ) ' 9 16, 95.08 1.12(S) 25.79 1.32( .00 ) .00( ) .00 .00( 177.92 ) 6.14( ) .71 .20( ) .29 .13(S) 6,63 .53( ) 6,64 .50( ) 128,00 2.28( ) 9 17. 93.96 25.76 .00 .00 176.90 .70 .29 6.62 6.62 126.63 1.06(S) 1.32( ) .00( ) .00( ) 6.13( ) .20( ) .13(S) .52( ) .50( ) 2.27( ) 9 18. 92.86 25.74 .00 .00 175.85 .70 .29 6.61 6.61 125.29 .99(S) 1.32( ) .00( ) .00( ) 6.13( ) .20( ) .13(S) .52( ) .50( ) 2.25( ) ' 9 19. 91.78 25.72 .00 .00 174.80 .69 .29 6.59 6.59 123.95 .93(S) 1.32( ) .00( ) .00( ) 6.13( ) .19( ) .13(S) .52( ) .50( ) 2.24( ) 9 20. 90.72 25.69 .00 .00 173.72 .69 .29 6.58 6.58 122.63 .86(S) 1.32( ) .00( ) .00( ) 6.12( ) .19( ) .13(S) .52( ) .50( ) 2.23( ) ' 9 21. 89.69 25.67 .00 .00 172.62 .68 .29 6.56 6.56 121.32 .80(S) 1.32( ) .00( ) .00( ) 6.12( ) .19( ) .13(S) .52( ) .50( ) 2.22( ) 9 22. 88.68 25.65 .00 .00 - 171.50 .68 .29 6.55 6.55 120.03 .74(S) 1.32( ) .00( ) .00( ) 6.12( ) .19( ) .13(S) .52( ) .50( ) 2.21( ) 9 23. 87.69 25.63 .00 .00 170.36 .68 .29 6.53 6.53 118.76 ' .68(S) 1.31( ) .00( ) .00( ) 6.12( ) .19( ) .13(S) .52( ) .50( ) 2.19( ) 9 24. 86.72 25.60 .00 .00 169.19 .67 .29 6.52 6.52 117.51 .62(S) 1.31( ) .00( ) .00( ) 6.11( ) .19( ) .13(S) .52( ) .50( ) 2.18( ) 9 25. 84.46 25.58 .00 .00 ,168.01 .67 .29 6.50 6.51 116.27 ' .57(S) 1.31( ) .00( ) .00( ) 6.11( ) .19( ) .13(S) .52( ) .50( ) 2.17( ) 9 26. 80.69 25.56 .00 .00 166.80 .66 .29 6.49 6.49 115.01 .51(S) 1.31( ) .00( ) .00( ) 6.11( ) .19( ) .13(S) .52( ) .50( ) 2.16( ) 9 27. 77.27 25.53 .00 .00 165.57 .66 .29 6.48 6.48 113.65 .47(S) 1.31( ) .00( ) .00( ) 6.10( ) .19( ) .13(S) .52( ) .50( ) 2.15( ) ' 9 28. 74.17 25.51 .00 .00 164.33 .65 .29 6.46 6.46 112.16 .42(S) 1.31( ) .00( ) .00( ) 6.10( ) .19( ) .13(S) .52( ) .50( ) 2.13( ) 9 29. 71.36 25.49 .00 .00 163.07 .65 .29 6.45 6.45 110.52 .39(S) 1.31( ) .00( ) .00( ) 6.09( ) .19( ) .13(S) .52( ) .50( ) 2. 12( ) 9 30. 68.81 25.46 .00 .00 161.79 .64 .29 6.44 6.44 108.75 .35(S) 1.31( ) .00( ) .00( ) 6.09( ) .19( ) .13(S) .52( ) .49( ) 2.10( ) 9 31. _ 66.50 25.44 .00 .00 160.50 .64 .29 6.42 6.42 106.87 1.31( ) .00( ) .00( ) 6.09( ) .19( ) .12(S) .52( ) .49( ) 2.08( ) ' 9 32. .32(S) 64.40 .25.42 .00 .00 159.20 .64 .29 6.41 6.41 104.91 .29(S) 1.31( ) .00( ) .00( ) 6.08( ) .19( ) .12(S) .52( ) .49( ) 2.06( ) 9 33. 62.50 25.39 .00 .00 157.90 .63 .29 6.39 6.39 102.89 .26(S) 1.31( ) .00( ) .00( ) 6.08( ) .19( ) .12(s) .52( ) .49( ) 2.04( ) i 1 9 34. 60.77 25.37 .00 .00 156.58 .63 .29 6.37 6.37 100.84 .24(S) 1.31( ) .00( ) .00( ) 6.08( ) .19( ) .12(S) .51( ) .49( ) 2.02( ) 9 35. 59.20 25.35 .00 155.25 .62 .29 6.35 6.35 98.79 ' . 22(S) 1.31( ) .00( ) .00 .00( ) 6.07( ) .19( ) .12(S) .51( ) .49( ) 2.00( ) 9 36. 57.77 25.32 .00 .00 153.91 .62 .29 6.33 -:6.33 96.75 .20(S) 1.31( ) .00( ) .00( ) 6.07( ) .18( ) .12(S) .51( ) .49( ) 1.98( ) 9 37. 56.47 25.30 .00 .00 152.56 .62 .29 6.31 6.31 94.75 .18(S) 1.31( ) .00( ) .00( ) 6.06( ) .18( ) .12(S) .51( ) .49( ) 1.96( ) 9 38. 55.29 25.27 .00 .00 151.19 .61 .29 6.29 6.29 92.78 .17(S) 1.31( ) .00( ) .00( ) 6.06( ) .18( ) .12(S) .51( ) .49( ) 1.94( ) 9 39. 54.22 25.25 .00 .00 149.80 .61 .29 6.27 6.27 90.88 ' 9 40. .15(S) 53.24 1.31( ) 25.23 .00( .00 ) .00( ) .00 6.05( ) 148.38 .18( ) .60 .12(S) .29 .51( ) 6.25 .49( ) 6.26 1.92( ) 89.03 .14(S) 1.30( ) .00( ) .00( ) 6.05( ) .18( ) .12(S) .51( ) .49( ) 1.90( ) 9 41. 52.35 25.20 .00 .00 146.94 .60 .29 6.24 6.24 87.26 r .12(S) 1.30( ) .00( ) .00( ) 6.05( ) .18( ) .12(S) .51( ) .49( ) 1.88( ) 9 42. 51.54 25.18 .00 .00 145.47 .60 .29 6.22 6.22 85.56 ' .11(S) 1.30( ) .00( ) .00( ) 6.04( ) .18( ) .12(S) .51( ) .49( ) 1.86( ) 9 43. 49.09 25.16 .00 .00 143.97 .59 .29 6.20 6.20 83.92 .10(S) 1.30( ) .00( ) .00( ) 6.04( ) .18( ) .12(S) .51( ) .49( ) 1.85( ) 9 44. 46.80 25.13 .00 .00 142.44 .59 .29 6.18 6.18 82.32 ' .10(S) 1.30( ) .00( ) .00( ) 6.03( ) .18( ) .12(S) .51( ) .48( ) 1.83( ) 9 45. 45.45 25.11 .00 .00 140.87 .58 .29 6.16 6.16 80.73 .10(S) 1.30( ) .00( ) .00( ) 6.02( ) .18( ) .12(S) .51( ) .48( ) 1.81( ) 9 46. 44.65 25.08 .00 .00 139.27 .58 .29 6.14 6.14 79.15 .09(S) 1.30( ) ..00( ) .00( ) 6.02( ) .18( ) .12(S) .51( ) .48( ) 1.79( ) 9 47. 44. 16 25.06 .00 .00 137.64 .58 .29 6.12 6.13 77.59 .09(S) 1.30( ) .00( ) .00( ) 6.01( ) .18( ) .12(S) .51( ) .48( ) 1.78( ) 9 48. 43.85 25.03 .00 .00 135.99 .57 .29 6.11 6.11 76.08 .09(S) 1.30( ) .00( ) .00( ) 6.01( ) .18( ) .12(S) .50( ) .48( ) 1.76( ) ' 9 49. 43.64 25.01 .00 .00 134.32 .57 .29 6.09 6.09 74.63 .09(S) 1.30( ) .00( ) .00( ) 6.00( ) .18( ) .12(S) .50( ) .48( ) 1.74( ) 9 50. 43.50 24.99 .00 .00 132.62 .57 .29 6.07 6.07 73.26 .09(S) 1.30( ) .00( ) .00( ) 5.99( ) .18( ) .12(S) .50( ) .48( ) 1.73( ) 9 51. 43.38 24.96 .00 .00 130.92 .56 .29 6.05 6.05 71.99 ' .09(S) 1.30( ) .00( ) .00( ) 5.99( ) .18( ) .12(5) .50( ) .48( ) 1.71( ) 9 52. 43.29 24.94 .00 -'.00 129.20 .56 .29 6.03 6.04 70.80 .09(S) 1.30( ) .00( ) .00( ) 5.98( ) .18( ) .12(S) .50( ) - .48( ) 1.70( ) 9 53. 43.21 24.91 .00 .00 127.48 .55 .29 6.02 6.02 69.70 ' .09(S) 1.30( ) .00( ) .00( ) 5.97( ) .18( ) .12(S) .50( ) .48( ) 1.69( ) 9 54. 43.14 24.89 .00 .00 125.76 .55 .29 6.00 6.00 68.68 .09(S) 1.30( ) .00( ) .00( ) 5.97( ) .17( ) .12(S) .50( ) .48( ) 1.67( ) 9 55, 43.07 24,87 .110 .00 124.04 .55 .29 5.98 - 5.98 67,75 .09(S) 1.30( ) .00( ) .00( ) 5.96( ) .17( ) .12(S) .50( ) .48( ) 1.66( ) 9 56. 43.00 24.84 .00 .00 122.33 .54 .29 5.96 5.96 66.90 .09(S) 1.29( ) .00( ) .00( ) 5.95( ) .17( ) .11(S) .50( ) .48( ) 1.65( ) 9 57. 42.93 24.82 .00 .00 120.63 .54 .29 5.95 5.95 66.11 .09(S) 1.29( ) .00( ) .00( ) 5.95( ) .17( ) .11(S) 1 .50( ) .48( ) 1.64( ) ' 9 58. 42.87 24.79 .00 .00 118.94 .54 .29 5.93 5.93 65.40 .09(S) 1.29( ) .00( ) .00( ) 5.94( ) .17( ) .11(S) .50( ) .48( ) 1.63( ) 9 59. 42.80 24.77 .00 .00 117.27 .53 .29 5.91 5.91 64.74 ' 10 0. .09(S) 42.74 1.29( ) 24.75 .00( .00 ) .00( ) .00 5.93( ) 115.62 .17( ) .53 .11(S) .29 .50( ) 5.89 .47( ) 5.89 1.63( ) 64.15 .09(S) 1.29( ) .00( ) .00( ) 5.92( ) .17( ) .11(5) .50( ) .47( ) 1.62( ) ' McCLELLANDS BASIN MODEL (FULLY INTEGRATED) EXISTING CONDITIONS JUNE 26, 2000 ADOPTED 100-YEAR EVENT FILE: MMC2-100.DAT THE SEAR -BROWN GROUP. HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 10 CONVEYANCE ELEMENTS THE UPPER.NUMBER IS DISCHARGE IN CFS THE LOWER NUMBER IS ONE OF THE FOLLOWING CASES: ( ) DENOTES DEPTH ABOVE INVERT IN FEET (S) DENOTES STORAGE IN AC -FT FOR DETENTION DAM. DISCHARGE INCLUDES SPILLWAY OUTFLOW. (I) DENOTES GUTTER INFLOW IN CFS FROM SPECIFIED INFLOW HYDROGRAPH (D) DENOTES DISCHARGE IN CFS DIVERTED FROM THIS GUTTER (0) DENOTES STORAGE IN AC -FT FOR SURCHARGED GUTTER TIME(HR/MIN) 3611 368 373 382 410 413 470 471 486 586 ' 0 1. .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01( ) .00( ) .00( ) .00( ) .00( ) .01( ) .00( ) .00( ) .00( ) .00( ) 0 2. .01 .00 - .00 .01 .00 .00 .03 .03 .03 .04 1 ' .02( ) .00( ) .00( ) .00( ) .00( ) .03( ) .00(s) .00(s) .00( ) .00(') �. 0 3. .01 .00 .00 .02 .00 .01 .04 .04 .03 .06 .02( ) .00( ) .00( ) .00( ) .00( ) .04( ) .00(S) .00(S) .00(S) .00( ) 0 4. .01 .00 .00 .03 .00 .01 .04 .04 .03 .08 .03( ) .00( ) .00( ) .00( ) .00( ) .05( ) .00(S) .00(s) .00(S) .00( ) 0 5. .01 .00 .00 .03 .00 .01 .04 .04 .03 .09 .03( ) .00( ) .00( ) .00(S) .00( ) .05( ) .00(s) .00(s) .00(s) .00( ) 0 6. .01 .00 .01 .03 .00 .01 .04 .04 .03 .10 ' .03( ) .00( ) .00( ) .00(s) .00( ) .06( ) .00(S) .00(s) .00(s) .00( ) ...- .. 0 7. .53 .00 .01 .04 .00 .34 .06 .06 .04 .70 .17( ) .00( ) .00(S) .00(s) .00( ) .24( ) .00(S) .00(s) .00(s) .00( ) I' 0 8. 1.28 .00 .01 .06 .01 1.36 .14 .14 .05 2.37 .25( ) .00( ) .00(s) .00(s) .01( ) .47( ) .00(s) .00(s) .00(s) .00( ) 0 9. .98 .01 .01 .10 .03 1.71 .30- .29 .07 3.96 .22( ) .01( ) .00(s) .00(S) .01( ) .52( ) .00(s) .00(s) .01(5) .00( ) 0 10. 1.10 .01 .01 .16 .10 1.88 .54 .49 .10 6.22 .24( ) .01( ) .01(S) .01(5) .03( ) .55( ) .00(s) .01(S) .01(s) .00( ) t 0 11. 1.21 .02 .01 .23 .24 2.22 .87 .76 .25 8.51 .25( ) .02( ) .01(s) .01(s) .04( ) .59( ) .01(s) .01(s) .02(S) .00( ) 0 12. 1.33 .03 .01 .32 .50 2.59 1.29 1.07 .65 11.30 .26( ) .02( ) .02(S) .02(S) .07( ) .64( ) .01(s) .02(S) .04(S) .00( ) ' 0 13. 1.34 .04 .01 .42 .90 2.84 1.77 1.41 1.14 13.45 .26( ) .03( ) .04(S) .03(S) .09( ) .67( ) .01(s) .03(S) .05(S) .00( ) 0 14. 1.45 .05 .01 .54 1.43 3.13 2.30 1.77 1.72 16.54 .27( ) .03( ) .06(S) .04(S) .12( ) .70( ) .02(S) .03(S) .07(S) .00( ) 0 15. 1.58 .07 .01 .65 2.08 3.43 2.86 2.13 2.39 19.02 .28( ) .04( ) .08(S) .05(S) .16( ) .73( ) .02(S) .04(S) .09(s) .00( ) 0 16. 2.48 .10 .01 .79 2.85 4.58 P3.51 2.55 3.20 24.49 .35( ) .05( ) .11(s) .06(S) .19( ) .84( ) .03(S) .05(S) .12(S) .00( ) 0 17. 3.06 .13 .01 .95 3.76 5.77 4.28 3.05 4.19 29.50 ' .38( ) .05( ) .15(S) .07(S) .22( ) .94( ) .03(S) .06(S) .15(S) .00( ) 0 18. 3.15 .17 .01 1.13 4.80 6.24 5.15 3.61 5.35 34.27 .39( ) .06( ) .19(S) .08(S) .25( ) .98( ) .04(S) .07(S) .19(s) .00( ) 0 19. 3.86 .22 .01 1.29 5.91 7.02 6.06 4.19 6.61 37.24 .43( ) .07( ) .24(S) .10(s) .29( ) 1.03( ) .05(S) .08(S) .23(S) .00( ) ' 0 20. 4.43 .27 .01 1.41 7.08 7.75 6.99 4.77 7.95 40.03 .45(`) .08( ) .30(S) .11(s) .32( ) 1.09( ) .06(S) .09(s) .27(S) .00( ) 0 21. 6.30 .34 .01 1.53 8.35 9.46 7.98 5.39 9.38 44.40 .54( ) .10( ) :36(S) .13(S) .35( ) 1.20( ) .06(S) .10(s) .32(S) .00( ) 0 22. 8.56 .44 .01 1.68 9.80 11.59 9.07 6.08 10.93 48.92 .62( ) .11( ) .44(S) .15(S) .38( ) 1.33( ) .07(S) .11(S) .37(S) .00( ) 0 23. 10.98 .59 .01 1.83 11.41 13.61 10.37 6.82 11.45 52.56 ) ) .52(S) .17(S) .42( ) 1.44( ) .08(S) .13(S) .42(S) .00( ) ' 0 24. .70( 14.30 .13( .78 .01 2.00 13.18 16.34 12.50 7.58 11.71 56.29 .79( ) .16( ) .61(S) .19(S) .45( ) 1.59( ) .09(S) .14(S) .48(S) .00( ) 0 25. 17.75 1.05 .01 2.17 15.14 19.43 14.37 8.36 11.98 59.19 .87( ) .19( ) .71(S) .21(S) .49( ) 1.74( ) .10(S) .16(S) .55(S) .00( ) 0 26. 26.59 1.48 .01 2.38 17.65 27.87 16.60 9.41 12.31 74.01 ' 1.06( ) .23( ) .83(S) .23(S) .54( ) 2.11( ) .11(S) .18(S) .62(S) .00( ) 0 27. 34.27 2.17 .01 2.57 21.18 37.60 19.63 10.90 12.72 88.63 1.19( ) .29( ) .97(S) .27(S) .59( ) 2.51( ) .12(S) .21(S) .72(S) .00( ) 0 28. 41.35 1.31( ) 3.14 .35( ) .01 1.14(S) 2.76 .31(S) 25.71 .66( ) 46.07 2.83( ) 21.15 .13(S) 12.68 .24(S) 13.20 ..83(S) 100.80 .00( ) 0 29. 51.16 4.45 .01 2.96 31.51 .58.28 22.68 14.66 13.76 111.14 1.45( ) .43( ) 1.35(S) .36(S) .74( ) 3.31( ) .15(S) .28(S) .96(S) .00( ) 0 30. 59.54 6.17 .06 3.18 38.93 70.95 24.42 16.75 14.36 118.94 1.56( ) .52( ) 1.59(S) .41(S) :83( ) 3.88( ) .17(S) .32(S) 1.09(S) .00( ) ' 0 31. 80.86 8.67 1.00 3.46 48.66 91.37 26.79 19.44 15.08 151.65 1.81( ) .62( ) 1.89(S) .47(S) .93( ) 5.12( ) .20(S) .38(s) 1.26(S) .00( ) 0 32. 96.91 12.30 2.16 3.86 62.00 127.39 30.04 22.09 15.98 181.82 1.98( ) .75( ) 2.25(S) .55(S) 1.06( ) 5.26( ) .24(S) .45(S) 1.47(S) .00( ) ' 0 33. 113.39 17.21 3.60 5.93 78.93 159.32 31.16 24.90 17.06 202.61 2.14( ) .90( ) 2.70(S) .65(S) 1.20( ) 5.34( ) .29(S) .53(S) 1.71(S) .00( ) 0 34. 132.44 23.72 5.33 8.12 99.43 201.29 32.46 27.90 18.24 220.17 2.32( ) 1.07( ) 3.23(S) .74(S) 1.35( ) 5.42( ) .34(S) .62(S) 1.98(S) .00( ) 0 35. 148.81 32.18 7.52 10.13 122.67 246.66 33.89 30.68 19.51 232.72 2.46( ) 1.25( ) 3.85(S) .84(S) 1.50( ) 5.49( ) .40(S) .71(S) 2.26(S) - .00( ) 0 36. 152.18 42.35 10.17 12.01 148.36 279.70 35.23 33.88 20.73 205.77 2.49( ) 1.43( ) 4.54(S) .93(S) 1.65( ) 5.54( ) .46(S) .79(S) 2.54(S) .00( ) 0 37. 161.93 54.28 12.89 14.88 175.97 312.99 36.44 40.03 21.80 187.13 ' 2.57( ) 1.62( ) 5.24(S) .99(S) 1.79( ) 5.58( ) .51(S) .84(S) 2.78(S) .00( ) 0 38. 172.97 68.60 15.57 17.20 202.54 352.61 37.78 52.33 22.77 172.81 2.65( ) 1.81( ) 5.94(S) 1.04(S) 1.92( ) 5.62( ) .57(S) .87($) 3.00(S) .00( ) 0 39, 181.55 85.52 17.47 19.17 229.38 389.85 39.33 61.04 23.65 162. 16 2.72( ) 2.02( ) 6.62(S) 1.08(s) 2.04( ) 5.66( ) .63(S) .89(5) 3.20(S) .00( ) ' 0 40. 192.97 105.06 18.47 21.33 259.24 430.28 40.51 64.82 24.46 152.89 2.81( ) 2.22( ) 7.29(S) 1.12(S) 2.16( ) 5.70( ) .70(S) .90(5) 3.38(S) .00( ) 0 41. 197.96 126.71 19.26 23.33 291.91 464.82 41.31 65.04 25.20 138.08 1 2.84( ) 2.42( ) 7.94(S) 1.15(S) 2.29C ) 5.73( ) .77(5) .90(S) 3.55(S) .00( ) 0 42. 207.01 149.90 20.24 24.67 326.74 499.67 42.04 62.92 25.85 125.77 2.91( ) 2.62( ) 8.56(S) 1.16(S) 2.41( ) 5.76( ) .83(S) .90(S) 3.69(5) .00( ) 0 43. 214.13 174.17 21.16 25.60 363.38 535.65 42.69 60.60 26.44 116.65 2.96( ) 2.81( ) 9.16(S) 1.18(S) 2.54( ) 5.79( ) .89(S) .89(S) 3.82(S) .00( ) 0 44. 222.27 198.96 26.89 26.24 401.26 571.82 43.27 58.64 26.96 109.13 3.02( ) 2.98( ) 9.73(S) 1.19(S) 2.66( ) 5.82C ) .94(S) .89(S) 3.94(S) .00( ) 0 45. 229.53 223.91 47.52 26.69 439.67 609.27 43.80 57.13 27.45 103.75 3.07( ) 3.15( ) 10.26(S) - 1.19(S) 2.77( ) 5.85( ) .98(S) .68(S) 4.05(S) .00( ) 0 46. 235.22 248.83 75.65 26.85 477.99 644.13 48.39 55.23 27.88 94.35 3.11( ) 3.30( ) 10.73(5) 1.20(S) 2.88( ) 5.87( ) 1.02(S) .88(S) 4.15(S) .00( ) 0 47. 241.39 274.12 105.05 26.69 515.97 678.88 54.45 52.79 28.27 87.12 3.15( ) 3.44( ) 11.14(5) 1.19(5) 2.98( ) 5.89( ) 1.04(S) .88(5) 4.24(S) .00( ) 0 48. 248.10 300.54 133.58 26.34 554.25 714.34 57.70 50.57 28.61 80.53 3.20( ) 3.59( ) 11.49(5) 1.19(5) 3.08( ) 5.92( ) 1.06(S) .87(S) 4.31(S) .00( ) 0 49. 254.49 328.67 163.36 25.88 593.53 749.54 59.19 40.09 28.91 75.82 3.24( ) 3.73( ) 11.77(S) 1.18(5) 3.18( ) 5.94( ) 1.06(S) .87(S) 4.38(S) .00( ) ' 0 50. 261.75 358.80 187.16 25.34 . 634.29 785.24 59.63 47.89 29.18 71.33 3.29( ) 3.88( ) 12.00(S) 1.17(5) 3.28( ) 5.96( ) 1.06(S) .86(S) 4.44(S) .00( ) 0 51. 268.67 390.75 205.95 24.74 676.66 820.48 -59.39 46.70 29.43 67.37 3.34( ) 4.03( ) 12.18(S) 1.17(S) 3.37( ) 5.98( ) 1.06(S) .86(S) 4.50(S) .00( ) 0 52. 276.66 424.00 220.49 24.08 720.39 856.18 58.66 45.51 29.64 63.39 3.39( ) 4.17( ) 12.32(S) 1.16(S) 3.47( ) 6.00( ) 1.06(S) .86(S) 4.55(S) .00( ) 0 53. 284.82 457.72 231.46 23.39 764.89 890.40 57.64 44.41 31.36 60.69 3.44( ) 4.31( ) 12.42(S) 1.15(S) 3.57( ) 6.02( ) 1.06(S) .85(S) 4.59(S) .00( ) 0 54. 293.41 490.98 239.48 22.69 809.27 921.39 56.48 43.45 - 32.98 57.79 3.50( ) 4.45( ) 12.50(S) 1.14(S) 3.66( ) 6.04( ) 1.05(S) .85(S) 4.63(S) .00( ) 0 55. 301.96 522.93 245.07 22.00 852.60 951.32 55.28 42.62 34.37 56.00 .. 3.55( ) 4.57( ) 12.55(S) 1.13(S) 3.74( ) 6.06( ) 1.05(S) .85(S) 4.66(S) .00( ) 0 56. 310.32 552.86 248.66 21.30 894.00 980.97 54.08 41.85 35.54 53.28 ' 3.61( ) 4.68( ) 12.59(S) 1.12(S) 3.82( ) 6.07( ) 1.04(S) .85(S) 4.69(S) .00( ) 0 57. 318.51 580.33 250.59 20.61 932.81 1010.86 52.89 41.09 36.52 51.57. 3.66( ) 4.78( ) 12.61(S) 1.11(S) 3.90( ) 6.09( ) 1.04(S) .84(S) 4.71(S) .00( ) 0 58, 326.46 605.12 251. 13 19.95 968.67 1041,22 'S1.72 40.40 37.33 49.43 ' 3.71( ) 4.86( ) 12.61(S) 1.10(5) 3.96( ) 6.10( ) 1.03(S) .84(5) 4.73(S) .00( ) 0 59. 333.86 627.16 250.55 19.50 1001.38 1071.55 50.65 39.94 38.00 48.26 3.75( ) 4.94( ) 12.61(S) 1.09(S) 4.02( ) 6.12( ) 1.03(S) .84(S) 4.74(S) _ .00( ) 1 0. 340.84 646.10 249.07 19.05 1030.76 1101.61 49.71 39.72 38.55 46.60 3.79( ) 5.00( ) 12.59(S) 1.08(5) 4.07( ) 6.13( ) 1.02(5) .84(S) 4.75(S) .00( ) ' 1 1. 347.07 657.95 246.90 18.61 1054.96 1130.68 48.91 39.47 38.98 45.62 3.83( ) 5.03( ) 12.57(S) 1.07(S) 4.11( ) 6.15( ) 1.02(S) .84(5) 4.76(S) .00( ) 1 2. 352.81 668.87 244.17 18.16 1074.17 1158.37 48.19 39.20 39.33 44.11 3.87( ) 5.06( ) 12.54(S) 1.06(S) 4.15( ) 6.16( ) 1.02(S) .83(S) 4.77(S) .00( ) ' 1 3. 357.88 678.76 241.02 17.73 1091.90 1184.20 47.55 38.93 39.58 43.44 3.90( ) 5.08( ) 12.51(S) 1.05(S) 4.18( ) 6.17( ) 1.01(S) .83(S) 4.78(5) .00( ) 1 4. 362.35 687.62 237.55 17.30 1109.63 1207.93 46.96 38.66 39. 77 42.21 3.92( ) 5.11( ) 12.48(S) 1.04(S) 4.21( ) 6.18( ) 1.01(S) .83(S) 4.78(S) .00( ) 1 5. 366.20 695.47 233.86 16.88 1127.62 1229.69 46.43 38.41 39.90 41.91 ' 3.95( ) 5.12( ) 12.45(S) 1.03(S) 4.24( ) 6.19( ) 1.01(5) .83(S) 4.79(S) .00( ) 1 6. 369.42 702.32 230.03 16.47 1144.94 1249.45 45.94 38.18 39.99 40.84 3.97( ) 5.14( ) 12.41(S) 1.02(S) 4.26( ) 6.20( ) 1.01(5) .82(S) 4.79(S) .00( ) 1 7. 372.16 708.22 226.11 16.07 1160.45 1262.09 45.47 37.98 40.03 40.56 ' 3.98( ) 5.15( ) 12.37(S) 1.02(S) 4.29( ) 6.21( ) 1.01(5) .82(S) 4.79(S) .00( ) 1 8. 374.46 713.21 222.14 15.69 1174.26 1274.23 45.05 37.80 40.03 39.66 4.000 ) 5.16O 12.33(S) 1.01(S) 4.31( ) 6.21( ) 1.00(S) .82(S) 4.79(S) .00( ) 1 9. 376.34 717.31 218.16 15.31 1186.40 1288.45 44.67 37.65 40.01 39.53 4.01( ) 5.17( ) 12.30(S) 1.00(5) 4.33( ) .6.22( ) 1.00(S) .82(S) 4.79(S) .00( ) ' 1 10. 377.91 720.58 214.21 14.94 1196.93 1301.51 44.33 37.53 39.96 38.77 4.02( ) 5.18( ) 12.26(S) .99(5) 4.35( ) 6.23( ) 1.00(S) .82(S) 4.79(S) .00( ) 1 11. 379.10 723.05 210.31 14.59 1205.91 1314.64 44.03 37.43 39.89 38.65 4.02( ) 5.19( ) 12.22(S) .98(S) 4.36( ) 6.23( ) 1.00(S) .82(S) 4.79(S) .00( ) ' 1 12. 380.10 724.76 206.49 14.25 1213.38 1326.35 44.02 37.34 39.79 37.88 4.03( ) 5.19( ) 12.18(S) .98(S) 4.37( ) 6.24( ) 1.00(S) 1.82(S) 4.78(S) .00( ) 1 13. 380.88 725.77 202.74 13.91 1219.42 1337.39 44.00 37.28 39.68 37.86 4.03( ) 5.19( ) 12.15(S) .97(S) 4.38( ) 6.24( ) 1.00(S) .82(S) 4.78(S) .00( ) 1 14. 381.50 726.11 199.09 13.59 1224.10 1346.98 43.98 37.23 39.56 37.19 4.04( ) 5.19( ) 12.11(S) .96(S) 4.39( ) 6.25( ) 1.00(S) .82(S) 4.78(S) - .00( ) 1 15. 381.98 725.84 195.54 13.28 1227.48 1355.52 43.96 37.20 39.42 37.27 4.04( ) 5.19( ) 12.08(S) .96(5) 4.40( ) 6.25( ) .99(S) .82(S) 4.78(S) .00( ) 1 16. 382.29 725.01 192.11 12.98 1229.64 1362.55 43.93 37.22 39.28 36.56 ' 4.04( ) 5.19( ) 12.05(S) .95(S) 4.40( ) 6.25( ) .99(S) .82(S) 4.77(S) .00( ) 1 17. 382.54 723.66 188.78 12.69 1230.63 1368.38 43.91 37.31 39.12 36.60 4.04( ) 5.19( ) 12.02(S). .94(S) 4.40( ) 6.26( ) .99(S) .82(S) 4. 77(S) -.00( ) 1 18, 3112.73 721.86 185.55 12.41 1230,52 1372.90 43.89 37.46 38.96 35.97 4.04( ) 5.18( ) 11.98(S) .94(S) 4.40( ) 6.26( ) .99(S) .82(S) 4.76(S) .00( ) 1 19. 382.85 719.65 182.43 12.14 1229.42 1376.21 43.87 37.67 38.79 36.08 4.05( ) 5.18( ) 11.96(S) .93(S) 4.40( ) 6.26( ) .99(S) .82(S) 4.76(S) .00( ) 1 20. 382.95 717.08 179.43 11.96 1227.43 1378.31 43.85 38.01 38.61 35.52 4.05C ) 5.17( ) 11.93(S) .93(S) 4.40( ) 6.26( ) .98(S) .82(S) 4.76CS) .00( ) 1 21. 382.96 714.20 176.53 11.84 1224.62 1379.21 43.84 38.57 38.44 35.61 1 22. 4.05( ) 382.96 5.17( ) 711.05 11.90(S) 173.73 .92(S) 11.71 4.39( 1221.06 ) 6.26( 1379.01 ) .98(5) 43.84 .83(S) 39.31 4.75(S) 38.25 .00( ) 35.03 4.05( ) 5.16( ) 11.87(S) .92(S) 4.39( ) 6.26( ) .98(5) .83(S) : 4.75CS) .00( ) i 23. 382.94 707.68 171.04 11.59 1216.83 1377.80 43.85 40.47 38.07 35.18 4.05( ) 5.15( ) 11.85(S) .91(S) 4.38( ) 6.26( ) .98(S) .84(S) 4.74(S) .00( ) 24. 382.89 704.13 168.44 11.47 1212.01 1375.62 43.90 42.93 37.89 34.66 4.05( ) 5.14( ) 11.82(S) .90(5) 4.37( ) 6.26( ) .99(S) .85(S) 4.74(S) .00( ) 1 25. 382.82 700.43 165.93 11.34 1206.66 1372.57 43.97 45.06 37.71 34.87 4.05( ) 5.13( ) 11.80(S) .90(S) 4.36( ) 6.26( ) .99(S) .86(S) 4.74(S) .00( ) 1 26. 382.69 696.61 163.53 11.22 1200.85 1368.62 44.87 46.93 37.53 34.32 ' 4.04( ) 5.13( ) 11.77(S) .89(S) 4.35( ) 6.26( ) 1.00(S) .86(S) 4.73(S) .00( ) 1 27. 382.57 692.71 161.21 11.10 1194.63 1363.92 47.03 48.60 37.35 34.49 4.04( ) 5.12( ) 11.75(S) .89(S) 4.34( ) 6.25( ) 1.01(S) .87(S) 4.73(S) .00( ) 1 28. 382.43 688.75 158.97 10.98 1188.06 1358.55 49.02 50.16 37.17 _ 33.98 4.04( ) 5.11( ) 11.73(S) .88(S) 4.33( ) 6.25( ) - 1.02(S) .87(S) 4.72(S) .00( ) ' 1 29. 382.27 684.75 156.81 10.87 1181.18 1352.56 50.93 52.07 36.99 34.19 4.04( ) 5.10( ) 11.71(S) .88(S) 4.32( ) 6.25( ) 1.03(S) .87(S) 4.72(S) .00( ) 1 30. 382.10 680.73 154.72 - 10.75 1174.05 1346.03 52.76 53.58 36.81 33.73 4.04( ) 5.09( ) 11.69(S) .87(S) 4.31( ) 6.25( ) 1.04(S) .88(S) 4.71(S) .00( ) 1 31. 381.87 676.72 152.71 10.63 1166.70 1338.94 54.45 54.85 36.64 33.90 4.04( ) 5.08( ) 11.67(S) .87(S) 4.30( ) 6.24( ) 1.04(S) .88(S) 4.71(S) .00( ) 1 32. 381.66 672.71 150:77 10.52 1159.17 1331.40 55.98 55.96 36.46 33.39 4.04( ) 5.07( ) 11.65(S) .86(S) 4.29( ) 6.24( ) 1.05(S) .88(S) 4.71(S) .00( ) 1 33. 381.43 668.74 148.89 10.40 1151.49 1323.50 57.35 56.96 36.29 33.60 4.04( ) 5.06( ) 11.63(5) .86(S) 4.27( ) 6.24( ) 1.05(3) .88(S) 4.70(S) .00( ) 1 34. 381.19 664.81 147.07 10.29 1143.70 1315.26 58.59 57.88 36.12 33.14 4.04( ) 5.05( ) 11.62(S) .85(S) 4.26( ) 6.23( ) 1.06(S) .89(S) 4.70(S) .00( ) 1 35. 380.94 660.92 145.30 10.18 1135.82 1306.75 59.72 58.74 35.96 33.39 . ' 4.03( ) 5.04( ) 11.60(S) .85(S) 4.25( ) 6.23( ) 1.06(S) .89(S) 4.70(5) .00( ) 1 36. 380.64 657.09 143.60 10.07 1127.88 1297.93 60.75 59.53 35.79 32.87. 4.03( ) 5.03( ) 11.58(S) .84(S) 4.24( ) 6.23( ) 1.07(S) .89(5) 4.69(S) .00( ) ' 1 37, 3110.35 4.03( ) 653.32 5.02( ) 141.94 11.57(S) 9.90 .84(S) 1119,89 -4.22( 1288.91 ) 6.22( '61.68 ) 1.07(S) 60.24 .89(S) 35.63 4.69(S) 33.08 .00( ) 1 38. 380.05 649.62 140.32 9.71 1111.88 1279.74 62.52 60.91 35.47 32.60 4.03( ) 5.01( )_ 11.55(S) .83(S) 4.21C ) 6.22( ) 1.07(S) .89(S) 4.68(S) .00( ) 1 39. 379.73 646.00 138.75 9.59 1103.86. 1270.43 63.30 61.53 35.31 32.84 4.03( ) 5.00( ) 11.54(S) .83(S) . %4c20( ) 6.21( ) 1.08(S) .89(S) 4.68(S) .00( ) ' 1 40.'379.42 641.32 137.22 9.51 1095.41 1261.03 64.01 62.10 35.15 32.40 4.03( ) 4.99( ) . 11.52(S) .82(S) 4.18( ) 6.21( ) 1.08(S) .89(S) 4.68(S) .00( ) 1 41. 379.06 636.63 135.74 9.43 1086.31 1251.48 64.67 62.63 35.00 32.63 4.02( ) 4.97( ) 11.51(S) .82(S) 4.17( ) 6.20( ) 1.08(S) .90(S) 4.67(S) .00( ) ' 1 42. 378.72 632.33 134.29 9.35 1077.28 1241.79 65.27 63.11 34.85 32.16 4.02( ) 4.96( ) 11.50(S) .81(S) 4.15( ) 6.20( ) 1.09(5) .90(S) 4.67(S) .00( ) 1 43. 378.38 628.34 132.88 9.27 1068.61 1231.99 65.82 63.55 34.70 32.55 4.02( ) 4.94( ) 11.48(S) .81(S) 4.14( ) 6.20( ) 1.09(S) .90(S) 4.67(S) .00( ) 1 44. 378.03 624.56 131.50 9.19 1060.18 1222.08 66.32 63.96 34.58 32.42 t 4.02( ) 4.93( ) 11.47(S) .80(S) 4.12( ) 6.19( ) 1.09(S) .90(5) 4.66(S) .00( ) 1 45. 377.75 620.92 130.33 9.12 1051.95 1212.13 66.78 64.34 34.47 33.01 4.02( ) 4.92( ) 11.46(S) .80(S) 4.11( ) 6.19C ) 1.09(S) .90(S) 4.66(S) .00( ) 1 46. 377.66 617.35 129.29 9.04 1043.83 1202.14 67.20 64.68 34.38 32.84 ' 4.01( ) 4.91( ) 11.44(S) .80(8) 4.09( ) 6.18( ) 1.09(5) .90(S) 4.66(S) .00( ) 1 47. 377.80 613.84 128.26 8.97 1035.80 1192.19 67.58 64.99 34.30 33.38 4.02( ) 4.89( ) 11.43(S) .79(S) 4.08( ) 6.18( ) 1.10(S) .90(S) 4.66(S) .00( ) 1 48. 378.09 610.40 127.22, 8.89 1027.83 1182.33 67.93 65.26 34.25 33.22 4.02( ) 4.88( ) 11.42(S) .79(S) 4.07( ) 6.17( ) 1.10(S) .90(S) 4.66(S) .00( ) ' i 49. 378.42 607.04 126.18 8.82 1019.97 1172.23 68.24 65.51 34.20 33.78 4.02( ) 4.87( ) 11.40(S) .78(S) 4.05( ) 6.17( ) 1.10(S) .90(S) 4.65(S) .00( ) 1 50. 378.76 603.78 125.14 8.74 1012.22 1159.11 68.53 65.74 34.18 33.89 4.02( ) 4.86( ) 11.39(S) .78(S) 4.04( ) 6.16( ) 1.10(S) .90(S) 4.65(S) .00( ) ' 1 51. 379.06 600.64 124.12 8.67 1004.62 1146.85 68.78 65.94 34.19 34.66 4.02( ) 4.85( ) 11.38(S) .77(S) 4.03( ) 6.16( ) 1.10(S) .90(S) 4.65(S) .00( ) 1 52. 379.34 597.64 123.10 8.59 997.17 1136.60 69.01 66.11 34.22 34.71 4.02( ) 4.84( ) 11.37(S) .77(S) 4.01( ) 6.75( ) 1.10(S) .90(S) 4.65CS) .00( ) 1 53. 379.58 594.78 122.08 8.52 989.89 1126.41 69.20 66.26 34.27 35.47 ' 4.03( ) 4.83( ) 11.35(5) .77(S) 4.00( ) 6.15( ) 1.10(S) .90(S) 4.66(S) .00( ) 1 54. 379.76 592.07 121.08 8.45 982.79 1117.05 69.38 66.40 34.34 35.51 4.03( ) 4.82( ) 11.34(S) .76(S) 3.99( ) 6.14( ) 1.10(S) .90(S) 4.66(S) .00( ) 1 55. 379.91 589.52 120.08 8.37 975.89 1107.69 69.53 66.53 34.43 36.26 ' 4.03( ) 4.81( ) 11.33(S) .76(S) 3.97( ) 6.14( ) 1.10(S) .90(S) 4.66(S) .00( ) 1 56. 379.98 587.10 119.10 8.29 969.18 1098.72 69.67 66.64 34.53 36.25 4.03( ) 4.80( ) 11.32(S) .75(S) 3.96( ) 6.13( ) 1.10(S) .90(S) 4.66(S) .00( ) ' 1 57. 380.02 4.03( ) 584.82 4.79( ) 118.13 11.30(S) 8.21 .75(S) 962.64 3.95( 1189,82 ) 6.13( 69.78 ) 1.10(S) 66.72 .90(S) 34.65 4.67(S) 36.94 .00( ) 1 58. 380.02 582.66 117.17 8.13 956.28 1081.23 69.88 66.80 34.79 36.93 ' 4.03( ) 4.79( ) 11.29(S) .74(S) 3.94( ) 6.12( ) 1.10(S) .90(8) 4.67(S) .00( ) 1 59. 379.99 580.60 116.23 8.05 950.06 1072.77 69.96 66.87 34.93 37.61 4.03( ) 4.78( ) 11.28(S) .74(S) 3.93( ) 6.12( ) 1.11(S) .90(s) 4.67(S) .00( ) 2 0. 379.93 578.63 115.30 7.97 944.00 1064.56 70.03 66.93 35.08 37.59 4.03( ) 4.77( ) 11.27(S) .74(S) 3.92( ) 6.12( ) 1.11(s) .90(S) 4.68(S) .00( ) 2 1. 379.16 576.69 114.36 7.88 937.92 1055.59 69.98 66.72 35.20 36.65 4.02( ) 4.77( ) 11.26(S) .73(S) 3.90( ) 6.11( ) 1.11(s) .90(S) 4.68(S) .00( ) 2 2. 378.75 574.76 113.31 7.76 931.66 1046.77 69.70. 66.17 35.24 35.20 4.02( ) 4.76( ) 11.24(S) .73(S) 3.89( ) 6.11( ) 1.10(s) .90(S) 4.68(S) .00( ) 2 3. 378.09 572.84 112.12 7.64 925.19 1038.21 - 69.22 65.54 35.22 34.48 4.02( ) 4.75( ) 11.23(S) .72(S) '3.88( ) 6.10( ) 1.10(S) .90(S) 4.68(S) .00( ) 2 4. 377.39 570.90 110.77 7.50 918.51 1029.72 68.62 64.93 35.14 33.27 4.01( ) 4.74( ) 11.21(S) .71(S) 3.87( ) 6.10( ) 1.10(S) .90(S) 4.68(S) .00( ) 2 S. 376.47 568.89 109.28 7.36 911.63 1021.35 67.96 64.36 35.02 32.79 4.01( ) 4.74( ) 11.19(S) .71(S) 3.86( ) 6.09( ) 1.10(S) .90(S) 4.67(S) .00( ) ! 2 6. 375.52 566.79 107.67 7.21 904.58 1012.99 67.28 63.82 34.86 31.80 ' 4.00( ) 4.73( ) 11.17(S) .70(S) 3.84( ) 6.09( ) 1.09(S) .90(S) 4.67(S) .00( ) -� 2 7, 374.45 564.56 105.97 7.03 897.33 1004.64 66.59 63.32 34.68 31.51 4.00( ) 4.72( ) 11.15(S) .69(S) 3.83( ) 6.09( ) 1.09(S) .90(S) 4.67(S) _ .00(-) ' 2 8. 373.39 562.18 104.20 6.86 889.86 996.25 65.93 62.83 34.47 30.69 3.99( ) 4.71( ) 11.13(S) .68(S) 3.81( ) 6.08( ) 1.09(S) .90(S) 4.66(S) .00( ) 2 9. 372.26 559.64 102.38 6.68 882.13 987.80 65.29 62.37 34.25 30.55 3.98( ) 4.70( ) 11.11(S) .68(S) 3.80( ) 6.08( ) 1.09(S) .89(S) 4.66(S) .00( ) ' 2 10. 371.14 556.93 100.53 6.51 874.19 979.26 64.67 61.91 34.01 29.84 3.98( ) 4.69( ) 11.09(S) .67(S) 3.78( ) 6.07( ) 1.08(S) .89(S) 4.65(S) .00( ) 2 11. 369.97 554.06 98.81 6.34 866.11 970.62 64.08 61.46 33.77 29.80 3.97( ) 4.68( ) 11.06(S) .66(S) 3.77( ) 6.07( ) 1.08(5) .89(s) 4.64(S) .00( ) 2 12. 368.83 551.05 97.18 6.17 857.90 961.85 63.51 61.02 33.52 29.19 3.96( ) 4.67( ) 11.04(S) .66(S) 3.75( ) 6.06( ) 1.08(s) .89(s) 4.64(S) .00( ) 2 13. 367.66 547.90 95.54 5.99 849.60 952.97 62.96 60.57 33.27 29.22 3.96( ) 4.66( ) 11.02(S) .65(S) 3.74( ) 6.06( ) 1.08(s) .89(s) 4.63(S) .00( ) 2 14. 366.50 544.65 93.91 5.77 841.22 943.97 62.42 60.14 33.02 28.67 ' 3.95( ) 4.65( ) 10.99(S) .64(S) 3.72( ) 6.05( ) 1.07(S) .89(S) 4.63(S) .00( ) 2 15. 365.34 541.31 92.30 5.55 832.81 934.87 61.90 59.70 32.77 28.76 3.94( ) 4.64( ) 10.97(S) .64(S) 3.70( ) 6.05( ) 1.07(S) .89(s) 4.62(S) .00( ) ' 2 16. 364.20 3.93( 537.92 ) 4.63( ) 90.71 10.95(S) 5.34 .63(S) 824.38 3.69( 925.68 ) 6.04( ) 61.39 1.07(S) 59.26 .89(S) 32.52 4.62(S) 28.26 .00( ) 2 17. 363.07 534.48 89.14 5.14 815.98 916.41 60.89 58.83 32.28 28.39 -` 3.93( ) 4.61( ) 10.92(S) .62(S) 3.67( ) 6.04( ) 1.07(S) .89(s) 4.61(S) .00( ) 2 18. 361.96 531.01 87.61 4.95 807.61 907.09 60.40 58.40 32.04 27.92 3.92( ) 4.60( ) 10.90(S) .62(S) 3.65( ) 6.03( ) 1.07(S) .89(S) 4.60(S) .00( ) ' 2 19. '360.86 527.52 - 86.11 4.76 799.30 897.73 59.92 57.97 31.80 28.08 3.91( ) 4.59( ) 10.88(S) .61(S) 3.64( ) 6.03( ) 1.06(S) .89(S) 4.60(S) .00( ) 2 20. 359.79 524.02 84.65 4.57 791.04 888.35 59.44 57.54 31.58 27.63 3.91( ) 4.57( ) 10.86(S) .61(S) 3.62( ) 6.02( ) 1.06(S) .89(s) 4.59(S) .00( ) ' 2 21. 358.74 520.54 83.22 4.40 782.87 878.97 58.97 57.11 31.35 27.81 3.90( ) 4.56( ) 10.84(S) .60(S) 3.60( ) 6.02( ) 1.06(S) .88(S) 4.59(S) .00( ) 2 22. 357.73 517.07 81.84 4.23 774.78 869.60 58.51 56.69 31.13 27.38 3.90( ) 4.55( ) 10.82(S) .60(S) 3.59( ) 6.01( ) 1.06(S) .88(s) 4.58(S) .00( ) 2 23. 356.74 513.63 80.50 4.07 766.79 860.27 58.05 56.27 30.92 27.58 ' 3.89( ) 4.53( ) 10.80(S) .59(S) 3.57( ) 6.01( ) 1.06(s) .88(S) 4.58(S) .00( ) 2 24. 355.78 510.23 79.20 4.02 758.92 851.00 57.59 55.85 30.72 27.17 3.88( ) 4.52( ) 10.78(S) .59(S) 3.55( ) 6.00( ) 1.05(S) .88(S) 4.57(S) .00( ) 2 25. 354.85 506.87 77.94 3.99 751.30 841.78 57.14 55.43 30.52 27.38 ' 3.88( ) 4.51( ) 10.76(S) .58(S) 3.54( ) 6.00( ) 1.05(S) .88(S) 4.57(S) .00( ) 2 26. 353.95 503.55 76.72 3.97 744.38 832.67 56.70 55.02 30.32 26.97 3.87( ) 4.50( ) 10.75(S) .58(S) 3.52( ) 5.99( ) 1.05(S) .88(S) 4.57(S) .00( ) 2 27. 353.08 500.30 75.54 3.94 738.19 823.72 56.26 54.61 30.14 27.20 3.87( ) 4.48( ) 10.73(S) .57(S) 3.51( ) 5.99( ) 1.05(S) .88(S) 4.56(S) .00( ) ' 2 28. 352.24 497.10 74.40 3.92 732.16 815.02 55.83 54.21 29.95 26.80 3.86( ) 4.47( ) 10.71(S) .57(S) 3.50( ) 5.98( ) 1.05(S) .88(s) 4.56(S) .00( ) 2 29. 351.42 493.97 73.29 3.90 726.26 806.61 55.40 53.81 29.78 27.03 3.86( ) 4.46( ) 10.70(S) .56(S). 3.48( ) 5.98( ) 1.05(S) .88(S) 4.55(S) .00( ) ' 2 30. 350.64 490.91 72.28 3.87 720.62 798.49 54.97 53.42 29.66 26.64 3.85( ) 4.45( ) 10.68(S) .56(S) 3.47( ) 5.97( ) 1.04(S) .88(S) 4.55(S) .00( ) 2 31. 349.88 487.92 71.39 3.85 715.14 790.66 54.56 53.03 29.64 26.87 3.85( ) 4.43( ) 10.67(S) .55(S) 3.46( ) 5.97( ) 1.04(S) .88(s) 4.54(S) .00( ) 2 32. 349.15 485.01 70.52 3.83 709.79 783.11 54.14 52.64 29.62 26.48 3.84( > 4.42( ) 10.65(S) .55(S) 3.45( ) 5.96( ) 1.04(S) .88(S) 4.54(S) .00( ) 2 33. 348.44 482.18 69.66 3.80 704.56 775.82 53.74 52.27 29.60 26.72 3.84( ) 4.41( ) 10.64(S) .54(S) 3.44( ) 5.96( ) 1.04(S) .87(S) 4.54(S) .00( ) 2 34. 347.76 479.44 68.83 3.78 699.45 768.77 53.34 51.89 29.58 26.34 ' 3.84( ) 4.40( ) 10.62(S) .54(S) 3.43( ) 5.95( ) 1.04(S) .87(S) 4.53(S) .00( ) 2 35. 347.10 476.78 68.01 3.75 �694.48 761.95 52.94 51.53 29.57 26.58 3.83( ) 4.39( ) 10.61(S) .53(S) 3.41( ) 5.95( ). 1.04(s) .87(s) 4.53(S) .00( ) ' 2 36, 346.46 3.83( 474.21 ) 4.38( ) 67.21 10.60(S) 3.73 .53(S) 689.64 3.40( 755.34 ) 5.94( ) 52.55 1.03(S) 51.17 .87(S) 29.55 4.52(S) 26.20 .00( ) 2 37. 345.84 471.72 66.43 3.71 684.92 748.92 52.17 50.83 29.53 26.45 3.82( ) 4.37( ) 10.58(S) .52(s) 3.39( ) 5.94( ) 1.03(S) .87(S) 4.52(S) .00( ) 2 38. 345.26 469.30 65.67 3.68 680.32 742.69 51.80 50.49 29.51 26.07 1 3.82( ) 4.36( ) 10.57(S) .52(S) 3.38( ) 5.94( ) 1.03(S) .87(5) 4.51(S) .00( ) 2 39. 344.71 466.97 64.93 3.66 675.85 736.64 51.44 50.15 29.49 - 26.31 ' 2 40. 3.82( ) 344.20 4.35( ) 464.70 10.56(S) 64.20 .52(S) 3.64 3.37( 671.48 ) 5.93( ) 730.76 1.03(S) 51.09 .87(S) 49.89 4.51(S) 29.47 .00( ) 25.94 3.81( ) 4.34( ) 10.55(S) .51(S) 3.36( ) 5.93( ) 1.03(S) .87(S) 4.51(S) .00( ) _ 2 41. 343.72 462.50 63.50 3.62 667.23 725.04 50.77 49.64 29.45 26.19 3.81( ) 4.33( ) 10.53(S) .51(S) 3.35( ) 5.92( ) 1.03(S) .87(S) 4.50(S) .00( ) 2 42. 343.28 460.36 62.80 3.60 663.09 719.49 50.46 49.37 29.42 25.81 ' 3.81( ) 4.32( ) 10.52(S) .50(S) 3.34( ) 5.92( ) 1.03(S) .87(S) 4.50(S) .00( ) j 2 43. 342.87 458.29 62.13 3.58 659.05 . 713.84 50.16 49.10 29.40 26.06 3.81( ) 4.32( ) 10.51(S) .50(S) 3.33( ) 5.92( ) 1.02(S) .87(S) 4.49(S) .00( ) 2 44. 342.49 456.27 61.47 3.56 655.11 707.90 49.87 48.82 29.38 25.69 ' 3.80( ) 4.31( ) 10.50(S) .49(S) 3.33( ) 5.91( ) 1.02(S) .87(S) 4.49(S) .00( ) 2 45. 342.14 454.32 60.83 3.54 651.27 701.93 49.58 48.55 29.36 25.94 3.80( ) 4.30( ) 10.49(S) .49(S) 3.32( ) 5.91C ) 1.02(S) .87(S) 4.48(S) •.00( ) 2 46. 341.80 452.43 60.20 3.52 647.54 696.22 49.29 48.28 29.34 25.57 3.80( ) 4.29( ) 10.48(S) .48(S) 3.31( ) 5.91( ) 1.02(S) .86(S) 4.48(S) .00( ) ' 2 47. 341.48 450.59 59.58 3.50 643.90 690.83 49.01 48.01 29.32 25.82 3.80( ) 4.28( ) 10.47(S) .48(S) 3.30( ) 5.90( ) 1.02(S) .86(S) 4.47(S) .00( ) 2 48. 341.18 448.81 58.98 3.48 640.36 685.76 48.73 47.75 29.29 , 25.45 3.80( ) 4.28( ) 10.46(S) .47(S) 3.29( ) 5.90( ) 1.02(S) .86(S) 4.47(S) .00( ) ' 2 49. 340.88 447.09 58.40 3.46 636.92 680.97 48.46 47.50 29.27 25.70 3.79( ) 4.27( ) 10.45(S) .47(S) 3.28( ) 5.90( ) 1.02(S) .86(S) 4.46(S) .00( ) 2 50. 340.59 445.43 57.82 3.44 633.58 676.42 48.19 47.26 29.25 25.33 -.. 3.79( ) 4.26( ) 10.44(S) .47(S) 3.28( ) 5.89( ) 1.02(S) .86(S) 4.46(S) .00( ) 2 51. 340.31 443.81 57.27 3.42 630.34 672.07 47.93 47.03 29.22 25.58 ' 3.79( ) 4.26( ) 10.43(S) .46(S) 3.27( ) 5.89( ) 1.02(S) .86(S) 4.45(S) .00( ) 2 52. 340.03 442.25 56.72 3.40 627.20 667.89 47.68 46.80 29.20 25.21 3.79( ) 4.25( ) 10.42(S) .46(S) 3.26( ) 5.89( ) 1.01(S) .86(S) 4.45(S) .00( ) 2 53. 339.75 440.74 56.18 3.38 624.16 663.88 47.43 46.57 29.18 25.46 ' 3.79( ) 4.24( ) 10.41(S) .45(S) 3.25( ) 5.88( ) 1.01(S) .86(S) 4.44(S) .00( ) 2 54. 339.48 439.28 55.66 3.36 621.22 660.00 47.19 46.36 29.15 25.09 3.79( ) 4.24( ) 10.40(S) .45(S) 3.25( ) 5.88( ) 1.01(S) .86(S) 4.44(S) .00( ) 2 55, 339.20 437.87 55.15 3.34 618.39 656,25 46.96 46.15 29.13 25.35 ' 3.78( ) 4.23( ) 10.39(S) .44(S) 3.24( ) 5.88( ) 1.01(S) .86(S) 4.43(S) .00( ) 2 56. 338.92 436.49 54.65 3.32 615.53 652.63 46.73 45.95 29.11 24.98 3.78( ) 4.23( ) 10.39(S) .44(S) 3.23( ) 5.88( ) 1.01(S) .86(S) 4.42(S) .00( ) 2 57. 338.64 435.16 54.16 3.30 612.33 649.10 46.51 45.75 29.08 25.23 3.78( ) 4.22( ) 10.38(S) A3(S) 3.23( ) 5.87( ) 1.01(S) .86(S) 4.42(S) .00( ) ' 2 58. 338.36 433.86 53.68 3.28 608.84 645.59 46.30 45.56 29.06 24.86 3.78( ) 4.21( ) 10.37(S) .43(S) 3.22( ) 5.87( ) 1.01(S) .86(S) 4.41(S) .00( ) 2 59. 338.08 432.60 53.21 3.26 605.31 642.06 46.09 45.38 29.03 25.12 ' 3 0. 3.78( ) 337.80 4.21( ) 431.37 10.36(S) 52.75 .43(S) 3.24 3.21( 601.85 ) 5.87( ) 638.47 1.01(S) 45.89 .86(S) 45.20 4.41(S) 29.01 .00( ) 24.75 3.78( ) 4.20( ) 10.35(S) .42(S) 3.20( ) 5.87( ) 1.01(S) .86(S) 4.40(S) .00( ) 3 1. 337.51 430.16 52.30 3.22 598.50 634.82 45.70 45.02 28.98 25.01 3.77( ) 4.20( ) 10.35(S) .42(S) 3.19( ) 5.86( ) 1.01(S) .85(S) 4.40(S) .00( ) 3 2. 337.22 428.98 51.86 3.20 595.28 631.14 45.51 44.85 28.96 24.64 ' 3.77( ) 4.19( ) 10.34(S) .41(S) 3.18( ) 5.86( ) 1.01(S) .85(S) 4.39(S) .00( ) 3 3. 336.93 427.83 51.43 3.19 592.19 627.46 45.32 44.69 28.93 24.89 3.77( ) 4.19( ) 10.33(S) .41(S) 3.18( ) 5.86( ) 1.01(S) .85(S) 4.38(S) .00( ) ' 3 4. 336.63 3.77( ) 426.69 4.18( ) 51.00 10.32(S) 3.17 .40(S) 589.22 3.17( 623.83 ) 5.86( ) 45.14 1.00(S) 44.53 .85(S) 28.91 4.38(S) 24.53 .00( ) 3 5. 336.33 425.58 50.59 3.15 586.37 620.26 44.97 44.37 28.98 24.78 3.77( ) 4.18( ) 10.32(S) .40(S) 3.16( ) 5.85( ) 1.00(S) .85(S) 4.37(S) .00( ) 3 6. 336.02 424.48 50.18 3.13 583.61 616.77 44.80 44.22 28.85 24.42 3.76( ) 4.17( ) 10.31(S) .40(S) 3.16( ) 5.85( ) 1.00(S) .85(S) 4.37(S) .00( ) ' 3 7. 335.72 423.41 49.78 3.11 580.95 613.37 44.64 44.07 28.83 24.67 3.76( ) 4.17( ) 10.30(S) .39(S) 3.15( ) 5.85( ) 1.00(S) .85(S) 4.36(S) .00( ) 3 8. 335.40 422.35 49.39 3.09 578.38 610.07- 44.48 43.93 28.80 24.31 3.76( ) 4.17( ) 10.30(S) .39(S) 3.14(-) 5.85( ) 1.00(5) .85(S) 4.36(S) .00( ) ' 3 9. 335.08 421.30 49.09 3.07 575.88 606.87 44.32 43.79 28.77 24.57 3.76( ) 4.16( ) 10.29(S) .38(S) 3.14( ) 5.84( ) 1.00(S). .85(S) 4.35(S) .00( ) 3 10. 334.76 420.27 48.78 3.06 573.45 603.76 44.17 43.65 28.75 24.20 3.76( ) 4.16( ) 10.28(S) .38(S) 3.13( ) 5.84( ) 1.00(S) .85(5) 4.34(S) .00( ) 3 11. 334.43 419.26 48.48 3.04 571.09 600.75 44.03 43.51 28.72 24.46 ' 3.75( ) 4.15( ) 10.28(S) .38(S) 3.13( ) 5.84( ) 1.00(S) .85(5) 4.34(S) .00( ) 3 12. 334.10 418.27 48.18 3.02 568.78 597.83 44.03 43.38 28.69 24.09 3.75( ) 4.15( ) 10.27(S) .37(S) 3.12( ) 5.84( ) 1.00(S) .85(5) 4.33(S) .00( ) 3 13. 333.77 417.30 47.88 3.00 566.54 594.98 44.02 43.26 28.67 24.35 ' 3.75( ) 4.14( ) 10.26(S) .37(S) 3.11( ) 5.84( ) 1.00(5) .85(S) 4.33(S) .00( ) 3 14. 333.43 416.34 47.58 2.98 564.35 592.22 44.00 43.13 28.64 23.98 3.75( ) 4.14( ) 10.26(S) .36(S) 3.11( ) 5.83( ) 1.00(S) .85(S) 4.32(S) ..00( ) ' 3 15, 333.08 3.75( ) 415.41 4.14( ) 47.28 10.25(S) 2.97 .36(S) 562.20 3.10( 589.53 ) 5.83( ) 43.99 1.00(6) 43.01 .85(S) 28.61 4.31(S) 24.24 .00( ) 3 16. 332.73 414.48 46.99 2.95 560.11 586.91 43.97 42.89 28.58 23.88 3.74( ) 4.13( ) 10.25(S) .36(S) 3.10( ) 5.83( ) .99(S) .85(S) 4.31(S) .00( ) 3 17. 332.38 413.57 46.69 2.93 558.05 584.35 43.96 42.78 28.55 24.14 3.74( ) 4.13( ) 10.24(S) .35(S) 3.09( ) 5.83( ) .99(S) .85(5) 4.30(S) .00( ) ' 3 18. 332.03 412.67 46.40 2.91 556.03 581.85 43.94 42.66 28.53 23.77 .' 3 19. 3.74( 331.67 ) 4.12( ) 411.77 10.23(S) 46.10 .35(S) 2.90 3.09( 554.04 ) 5.83( ) 579.41 .99(S) 43.92 .85(S) 42.55 4.29(S) 28.50 .00( 24.03 ) 3.74( ) 4.12( ) 10.23(S) .34(S) 3.08( ) 5.82( ) .99(S) .85(S) 4.29(S) .00( ) - 3 20. 331.31 410.88 45.81 2.88 552.08 577.02 43.90 42.44 28.47 23.67 3.74( ) 4.12( ) 10.22(S) .34(S) 3.08( ) 5.82( ) .99(S) .85(S) 4.28(S) .00( ) 3 21. 330.95 410.00 45.52 2.86 550.15 574.68 43.87 42.34 28.44 23.93 3.73( ) 4.11( ) 10.21(S) .34(S) 3.07( ) 5.82( ) .99(S) .85(S) 4.27(S) .00( ) 3 22. 330.58 409.12 45.23 2.85 548.25 572.38 43.85 42.23 28.41 23.56 3.73( ) 4.11( ) 10.21(S) .33(S) 3.07( ) 5.82( ) .98(S) .85(S) 4.27(S) .00( ) ' 3 23. 330.21 3.73( 408.25 ) 4.10( ) 44.95 10.20(S) 2.83 .33(S) 546.36 3.06( 570.12 ) 5.82( ) 43.82 .98(S) 42.13 .85(S) 28.38 4.26(S) 23.82 .00( ) 3 24. 329.83 407.38 44.66 2.81 544.50 567.89 43.79 42.03 28.36 23.46 3.73( ) 4.10( ) 10.20(S) .32(S) 3.06( ) 5.81( ) .98(S) .85(S) 4.26(S) .00( ) 3 25. 329.46 406.51 44.38 2.79 542.66 565.71 43.77 41.93 28.33 23.72 3.72( ) 4.10( ) 10.19(S) .32(S) 3.05( ) 5.81( ) .98(S) .85(S) 4.25(S) .00( ) ' 3 26. 329.08 405.64 44.09 2.78 540.84 563.55 43.74 41.83 28.30 23.36 3.72( ) 4.09( ) 10.18(S) .32(5) 3.05( ) 5.81( ). .97(S) .85(S) 4.24(S) .00( ) 3 27. 328.69 404.78 43.81 2.76 539.04 561.42 43.71 41.74 28.27 23.62 3.72( ) 4.09( ) 10.18(S) .31(S) 3.04( ) 5.81( ) .97(S) .85(S) 4.24(S) .00( ) ' 3 28. 328.31 403.92 43.53 2.74 537.25 559.32 43.67 41.64 .28.24 23.26 3.72( ) 4.09( ) 10.17(S) .31(S) 3.04( ) 5.81( ) .97(5) .B4(S) 4.23(S) .00( ) 3 29. 327.92 403.06 43.25 2.73 535.48 557.25 43.64 41.55 28.21 23.52 3.71( ) 4.08( ) 10.16(S) .31(S) 3.03( ) 5.81( ) .97(S) .84(S) 4.22(S) .00( ) 3 30. 327.53 402.21 42.98 2.71 533.73 555.20 43.61 41.46 28.18 23.16 3.71( ) 4.08( ) 10.16(S) .30(S) 3.03( ) 5.80( ) .96(S) .84(S) 4.22(S) .00( ) 3 31. 327.14 401.35 42.70 2.70 531.99 553.18 43.57 41.37 28.15 23.42 3.71( ) 4.07( ) 10.15(S) .30(S) 3.03( ) 5.80( ) .96(S) .84(S) 4.21(S) .00( ) 3 32. 326.75 400.50 42.42 2.68 530.27 551.17 43.54 41.29 28.12 23.06 ' 3.71( ) 4.07( ) 10.15(S) .30(5) 3.02( ) 5.80( ) .96(5) .84(S) 4.20(S) .00( ) 3 33. 326.35 399.65 42.15, 2.66 528.57 549.19 43.50 41.20 28.09 23.32 3.70( ) 4.07( ) 10.14(S) .29(S) 3.02( ) 5.80( ) .95(S) .84(S) 4.20(S) .00( ) 3 34. 325.95 398,80 41.88 2.65 526.87 547.23 '43.47 41.12 28,06 22.96 3.70( ) 4.06( ) 10.13(S) .29(S) 3.01( ) 5.80( ) .95(S) .84(S) 4.19(S) .00( ) ' 3 35. 325.55 397.95 41.61 2.63 525.20 545.29 43.43 41.03 28.03 23.22 3.70( ) 4.06( ) 10.13(S) .28(S) 3.01( ) 5.80( ) .95(S) .84(S) 4.18(S) .00( ) 3 36. 325.15 397.11 41.33 2.62 523.53 543.37 43.39 40.95 28.00 22.86 3.70( ) 4.05( ) 10.12(S) .28(S) 3.00( ) 5.80( ) .95(s) .84(S) 4.17(S) .00( ) ' 3 37. 324.75 396.26 41.06 2.60 521.88 541.47 43.35 40.87 27.97 23.13 3.70( ) 4.05( ) 10.12(S) .28(S) 3.00( ) 5.79( ) .94(S) .84(S) 4.17(S) .00( ) 3 38. 324.34 395.42 40.80 2.58 520.25 539.59 43.31 40.79 27.94 22.77 3 39. 3.69( 323.94 ) 4.05( ) 394.58 10.11(S) 40.53 .27(S) 2.57 2.99( 518.62 ) 5.79( ) 537.72 .94(S) 43.27 .84(S) 40.71 4.16(S) 27.91 .00( 23.03 ) 3.69( ) 4.04( ) 10.11(S) .27(S) 2.99( ) 5.79( ) .93(5) .84(5) 4.15(S) .00( ) 3 40. 323.53 393.74 40.26 2.55 517.01 535.87 43.23 40.63 27.88 22.67 3.69( ) 4.04( ) 10.10(S) .27(5) 2.99( ) 5.79( ) .93(S) .84(S) 4.15(S) .00( ) 3 41. 323.12 392.90 39.99 2.54 515.41 534.04 43.19 40.55 27.84 22.94 ' 3.68( ) 4.04( ) 10.09(S) .26(5) 2.98( ) 5.79( ) .93(S) .84(S) 4.14(S) .00( ) 3 42. 322.70 392.06 39.73 2.52 513.82 532.23 43.14 40.47 27.81 22.58 3.68( ) 4.03( ) 10.09(S) .26(S) 2.98( ) 5.79( ) .92(S) .84(S) 4.13(S) .00( ) ' 3 43, 322,29 3.68( 391.23 ) 4.03( ) 39.46 10.08(S) 2.51 .26(S) 512.25 2.97( 530.43 ) 5.79( ) 43.10 .92(S) 40.40 .84(S) 27,78 4.13(S) 22,84 .00( ) 3 44. 321.87 390.39 39.20 2.49 510.68 528.65 43.06 40.32 27.75 22.48 3.68( ) 4.02( ) 10.08(S) .25(S) 2.97( ) 5.78( ) .92(S) .84(S) 4.12(S) .00( ) 3 45. 321.46 389.56 38.94 2.48 509.13 526.88 43.01 40.25 27.72 22.75 3.67( ) 4.02( ). 10.07(S) .25(S) 2.97( ) 5.78( ) .91(S) .84(S) 4.11(S) .00( ) ' 3 46. 321.04 388.73 38.68 2.46 507.58 525.12 42.97 40.18 27.69 22.39 3.67( ) 4.02( ) 10.07(S) .25(S) 2.96( ) 5.78( ) .91(5) .84(S) 4.11(S) .00( ) 3 47. 320.62 387.90 38.42 2.45 506.04 523.39 42.92 40.10 27.66 22.66 3.67( ) 4.01( ) 10.06(S) .24(S) 2.96( ) 5.78( ) .91(S) .84(S) 4.10(S) .00( ) 3 48. 320.20 387.07 38.16 2.43 504.51 521.66 42.88 40.03 27.63 22.30 3.67( ) 4.01( ) 10.05(S) .24(S) 2.95( ) 5.78( ) .90(5) .84(S) 4.09(S) .00( ) 3 49. 319.78 386.24 37.90 2.40 502.97 519.95 42.83 40.00 27.59 22.56 3.66( ) 4.01( ) 10.05(S) .24(S) 2.95( ) 5.78( ) .90(S) .84(S) 4.08(S) .00( ) 3 50. 319.35 385.41 37.64 2.38 501.41 518.24 42.79 39.97 27.56 22.20 ' 3.66( ) 4.00( ) 10.04(S) .23(S) 2.94( ) 5.78( ) .89(S) .84(S) 4.08(S) - .00( ) 3 51. 318.93 384.59 37.38 2.35 499.86 516.54 42.74 39.93 27.53 22.46 3.66( ) 4.00( ) 10.04(S) .23(S) 2.94( ) 5.77( ) .89(S) .84(S) 4.07(S) .00( ) . 3 52. 318.50 383.76 37.13 2.33 498.29 514.85 42.70 39.89 27.50 22.05 ' 3.66( ) 3.99( ) 10.03(S) .23(S) 2.94( ) 5.77( ) .89(S) .84(S) 4.06(S) .00( ) 3 53. 318.08 382.94 36.98 2.30 496.73 513.15 42.65 39.84 27.47 22.23 3.65( ) 3.99( ) 10.03(S) .22(5) MU ) 5.77( ) .88(S) .84(S) 4.05(S) -.00( ) 3 54, 317,65 382.12 36.62 2.28 495.16 511.46 42.61 39.79 27.43 21.76 3.65( ) 3.99( ) 10.02(S) .22(S) 2.93( ) 5.77( ) .88(S) .84(S) 4.05(S) .00( ) 3 55. 317.22 381.30 36.37 2.25 493.59 509.77 42.56 39.74 27.40 21.88 3.65( ) 3.98( ) 10.02(S) .22(S) 2.92( ) 5.77( ) .87(S) .84(S) 4.04(S) .00( ) 3 56. 316.79 380.48 36.12 2.23 492.02 508.07 42.51 39.68 27.36 21.36 1 3.65C ) 3.98( ) 10.01(S) .21(S) 2.92( ) 5.77( ) .87(S) .84(S) 4.03(S) .00( ) 3 57. 316.36 379.67 35.87 2.20 490.44 506.38 42.47 39.62 27.33 21.46 3 58. 3.64( 315.92 ) 3.98( ) 378.86 10.00(S) 35.63 .21(S) 2.18 2.91( ) 488.87 5.77( ) 504.68 .87(S) 42.42 .84(S) 39.57 4.02(S) 27.29 .00( ) 20.93 3.64( ) 3.97( ) 10.00(S) .21(S) 2.91( ) 5.76( ) .86(S) .84CS) : 4.02(S) .00( ) 3 59. 315.49 378.05 35.38 2.15 487.31 502.99 42.38 39.51 27.25 21.01 3.64( ) 3.97( ) 9.99(S) .21(S) 2.91( ) 5.76C ) .86(S) .84(S) 4.01(S) .00( ) 4 0. 315.05 377.24 35.13 2.13 485.74 501.30 42.33 39.45 27.21 20.47 3.63( ) 3.96( ) 9.99(S) .20(S) 2.90( ) 5.76( ) .86(S) .83(S) 4.00(S) .00( ) 4 1. 314.62 376.43 34.89 2.11 484.18 499.61 42.28 39.39 27.17 20.55 3.63( ) 3.96( ) 9.98(5) .20(S) 2.90( ) 5.76( ) .85(S) .83(S) 3.99(S) .00( ) 4 2. 314.18 375.63 34.64 2.08 482.63 497.92 42.24 39.33 27.13 20.01 ' 3.63( ) 3.96( ) 9.98(5) .20(S) 2.89( ) 5.76( ) .85(S) .83(S) 3.98(S) .00( ) 4 3. 313.74 374.83 34.40 2.06. 481.09 496.24 42.19 39.26 27.08 20.09 3.63( ) 3.95( ) 9.97(S) .19(S) 2.89( ) 5.76( ) .84(S) .83(S) 3.97(S) , .00( ) 4 4. 313.30 374.03 34.16 2.04 479.55 494.57 42.14 39.20 27.04 19.55 3.62( ) 3.95( ) 9.97(S) .19(S) 2.89( ) 5.76( ) .84(S) .83(S) 3.96(S) .00( ) ' 4 5. 312.86 373.24 33.91 2.02 478.02 492.90 42.09 39.14 27.00 19.64 3.62( ) 3.95( ) 9.96(S) .19(S) 2.88( ) 5.75( ) .84(S) .83(S) 3.95(S) .00( ) 4 6. 312.42 372.44 33.67 1.99 476.49 491.24 42.05 39.08 26.95 . 19.10 3.62( ) 3.94( ) 9.96(S) .19(S) 2.88( ) 5.75( ) .83(S) .83(S) 3.94(S) .00( ) ' 4 7. 311.98 371.65 33.43 1.97 474.98 489.58 42.00 39.02 26.90 19.20 3.62( ) 3.94( ) 9.95(S) .18(S) 2.87( ) 5.75( ) .83(S) .83(S) 3.93(S) .00( ) 4 8. 311.53 370.86 33.19 1.95 473.47 487.93 41.95 38.95 26.85 18.67 3.61( ) 3.94( ) 9.95(S) .18(S) 2.87( ) 5.75( ) .82(S) .83(S) 3.92(S) .00( ) 4 9. 311.09 370.07 32.96 1.93 471.97 486.30 41.90 38.89 26.80 18.76 3.61( ) 3.93( ) 9.94(S) .18(S) 2.86( ) 5.75( ) .82(S) .83(S) 3.91(S) .00( ) :+ 4 10. 310.64 369.28 32.72 1.91 470.47 484.66 111.85 38.83 26. 75 18.24 3.61( ) 3.93( ) 9.94(S) .17(S) 2.86( ) 5.75( ) .81(5) .83(S) 3.89(S) .00( ) 4 11. 310.19 368.49 32.49 1.89 468.99 483.04 41.80 38.76 26.70 18.35 ' 3.60( ) 3.92( ) 9.93(S) .17(S) 2.86( ) 5.75( ) .81(S) .83(S) 3.88(S) .00( ) 4 12. 309.75 367.71 32.25 1.87 467.51 481.43 41.76 38.70 26.65 17.83. 3.60( ) 3.92( ) 9.93(S) .17(S) 2.85( ) 5.74( ) .81(S) .83(S) 3.87(S) .00( ) ' 4 13, 309.30 3.60( 366.92 ) 3.92( ) 32.02 9.92(S) 1.85 .17(S) 466.04 2.85( ) 479.83 5.74( ) 41.71 .80(S) 38.64 .83(S) 26.59 3.86(S) 17.94 .00( ) 4 14. 308.85 366.14 31.79 1.83 464.58 478.23 41.66 38.58 26.54 17.43 3.60( ) 3.91( ) 9.92(S) .16(S) 2.84( ) 5.74( ) .80(S) .83(S) 3.85(S) .00( ) 4 15. 308.40 365.36 31.56 1.81 463.13 476.65 41.61 38.51 26.49 17.55 3.59( ) 3.91( ) 9.91(5) - .16(S) 2.84( ) 5.74( ) .79(S) .83(S) 3.83(S) .00( ) ' 4 16. 307.94 364.58 31.41 1.79 461.68 475.07 41.56 38.45 26.43 17.04 3.59( ) 3.91( ) 9.91(S) .16(S) 2.84( ) 5.74( ) .79(S) .83(S) 3.82(S) .00( ) 4 17. 307.48 363.80 31.28 1.77 460.25 473.51 41.51 38.39 26.37 17.17 ' 4 18. 3.59( 307.02 ) 3.90( ) 363.03 9.90(S) 31.14 .16(S) 1.75 2.83( ) 458.83 5.74( ) 471.95 .79(S) 41.46 .83(S) 38.32 3.81(S) 26.31 .00( ) 16.67 3.58( ) 3.90( ) 9.90(S) .15(S) 2.83( ) 5.74( ) .78(S) .83(S) 3.80(S) .00( ) 4 19. 306.56 362.27 31.01 1.73 457.41 470.40 41.40 38.26 26.26 16.80 3.58( ) 3.90( ) 9.89(5) .15(5) 2.82( ) 5.74( ) .78(S) .82(S) 3.78(S) .00( ) 4 20. 306.09 361.52 30.87 1.71 456.02 468.87 41.35 38.19 26.20 16.31 ' 3.58( ) . 3.89( ) 9.89(S) .15(S) 2.82( ) 5.73( ) .77(S) .82(S) 3.77(S) .00( ) 4 21. 305.62 360.78 30.73 1.69 454.64 467.34 41.30 38.13 26.14 16.45 3.58( ) 3.89( ) 9.88(S) .15(S) 2.82( ) 5.73( ) .77(S) .82(S) 3.76(S) .00( ) ' 4 22. 305.15 3.57( 360.04 ) 3.88( ) 30.59 9.87(S) 1.67 .14(S) 453.28 2.81( ) 465.83 5.73( ) 41.25 .76(S) 38.07 .82(S) 26.08 3.74(S) 16.00 .00( ) 4 23. 304.68 359.32 30.45 1.65 451.93 464.34 41.20 38.00 26.02 16.22 3.57( ) 3.88( ) 9.87(S) .14(S) 2.81( ) 5.73( ) .76(S) .82(S) 3.73(S) .00( ) 4 24. 304.21 358.60 30.30 1.64 450.60 462.86 41.15 37.94 25.95 15.81 3.57( ) 3.88( ) 9.86(S) .14(S) 2.80( ) 5.73( ) .75(S) .82(S) 3.71(S) .00( ) ' 4 25. 303.74 357.89 30.15 1.62 449.29 461.39 41.10 37.87 25.89 16.03 3.56( ) 3.87( ) 9.86(S) .14(S) 2.80( ) 5.73( ) .75(S) .82(S) 3.70(S) .00( ) 4 26. 303.27 357.18 30.00 1.60 447.98 459.94 41.04 37.81 25.83 15.62 3.56( ) 3.87( ) 9.85(S) .14(S) 2.80( ) 5.73( ) .75(S) .82(S) 3.69(S) .00( ) t 4 27. 302.80 356.48 29.85 1.58 446.69 458.51 40.99 37.74 25.77 15.84 3.56( ) 3.87( ) 9.85(S) .13(S) 2.79( ) 5.72( ) .74(S) .82(S) 3.67(S) .00( ) 4 28. 302.32 355.78 29.70 1.57 445.40 457.09 40.94 37.68 25.71 15.44 3.55( ) 3.86( ) 9.84(S) .13(S) 2.79( ) 5.72( ) .74(S) .82(S) 3.66(S) .00( ) 4 29. 301.85 355.07 29.54 1.55 444.12 455.68 40.89 37.61 25.65 15.66 3.55( ) 3.86( ) 9.83(S) .13(S) 2.78( ) 5.72( ) .73(S) .82(S) 3.65(S) .00( ) 4 30. 301.38 354.37 29.39 1.53 442.85 454.29 40.83 37.54 25.58 15.26 3.55( ) 3.86( ) 9.83(S) .13(S) 2.78( ) 5.72( ) .73(S) .82(S) 3.63(S) .00( ) 4 31. 300.91 353.67 29.23 1.52 441.59 452.90 40.78 37.48 25.52 15.48 ' 3.55( ) 3.85( ) 9.82(S) .13(S) 2.78( ) 5.72( ) -.72(S) .82(S) 3.62(S) .00( ) 4 32. 300.44 352.97 29.07 1.50 440.33 451.53 40.73 37.41 25.46 15.08 3.54( ) 3.85( ) 9.81(S) .12(S) 2.77( ) 5.72( ) .72(S) .82(S) 3.60(S) .00( ) 4 33, 299.97 3.54( 352.27 ) 3.85( ) 28.91 9.81(S) .1.48 .12(S) 439.08 2.77( ) 450.17 5.72( ) 40.67 .71(S) 37.34 .82(S) 25.40 3.59(S) 15.30 .00( ) 4 34. 299.50 351.56 28.74 1.47 437.83 448.82 40.62 37.27 25.33 14.90 3.54( ) 3.84C ) 9.80(S) .12(S) 2.77( ) 5.72( ) .71(S) .82(S) 3.58(S) .00( ) 4 35. 299.03 350.96 28.58 1.45 436.59 447.48 40.56 37.21 25.27 15.13 ' 3.53( ) 3.84( ) 9.80(s) .12(S) 2.76( ) 5.71( ) .70(S) .82(S) 3.56(S) .00( ) 4 36. 298.56 350.15 28.41 1.43 435.35 446.15 40.51 37.14 25.21 14.73 4 37. 3.53( ) 298.09 3.84( 349.45 ) 9.79(S) 28.25 .11(S) 1.42 2.76( 434.12 ) 5.71( ) 444.82 .70(S) 40.45 .81(S) 37.07 3.55(S) 25.15 .00( 14.96 ) 3.53( ) 3.83( ) 9.78(S) .11(S) 2.76( ) 5.71( ) .70(S) .81(S) : 3.53(S) .00( ) 4 38. 297.62 348.74 28.08 1.40 432.90 443.50 40.40 37.00 25.08 14.56 3.52( ) 3.83( ) 9.78(S) .11(s) 2.75( ) 5.71( ) .69(S) .81(s) 3.52(S) .00( ) •' 4 39. 297.16 348.03 27.91 1.39 431.67 442.19 40.34 36.93 25.02 14.79 ' 3.52( ) 3.83( ) 9.77(S) .11(s) 2.75( ) 5.71( ) .69(S) .81(s) 3.50(S) .00( ) 4 40. 296.71 347.33 27.74 1.37 430.46 440.88 40.29 36.86 24.96 14.40 3.52( ) 3.82( ) 9.76(S) .11(S) 2.74( ) 5.71( ) .68(S) .81(s) 3.49(S) .00( ) 4 41. 296.26 3.52( ) 346.62 3.82( 27.57 ) 9.76(S) 1.36 .11(S) 429.25 2.74( 439.58 ) 5.71( ) 40.23 .68(S) 36.79 .81(S) 24.89 3.48(S) 14.63 .00( ) 4 42. 295.83 345.91 27.40 1.34 428.05 438.29 40.18 36.72 24.83 14.24 3.51( ) 3.82( ) 9.75(S) .10(S) 2.74( ) 5.71( ) .67(S) .81(S) 3.46(S) .00( ) 4 43. 295.40 345.20 27.23 1.33 426.85 437.00 40.12 36.65 24.76 14.47 3.51( ) 3.81( ) 9.74(S) .10(s) 2.73( ) 5.71( ) .67(S) .81(S) 3.45(S) .00( ) ' 4 44. 294.97 344.49 27.05 1.31 425.67 435.72 40.06 36.58 24.70 14.08 -3.51( ) 3.81( ) 9.74(S) .10(s) 2.73( ) 5.70( ) .66(S) .81(s) 3.43(S) .00( ) 4 45. 294.54 343.79 26.88 1.30 424.49 434.45 39.98 36.51 24.64 14.31 3.51( ) 3.81( ) 9.73(S) .10(s) 2.73( ) 5.70( ) .66(S) .81(s) 3.42(S) .00( ) ' 4 46. 294.12 343.08 26.71 1.28 423.31 433.18 39.87 36.44 24.57 13.92 3.50( ) 3.80( ) 9.72(S) .10(s) 2.72( ) 5.70( ) .65(S) .81(s) 3.40(S) .00( ) 4 47. 293.70 342.38 26.53 1.27 422.12 431.92 39.76 36.37 24.51 14.16 3.50( ) 3.80( ) 9.72(S) .09(s) 2.72( ) 5.70( ) .65(S) .81(s) .3.39(S) .00( ) 4 48. 293.28 341.67 26.36 1.26 420.94 430.67 39.65 36.29 24.44 13.77 3.50( ) 3.80( ) 9.71(5) .09(S) 2.72( ) 5.70( ) .64(S) .81(s) 3.37(S) .00( ) 4 49. 292.86 340.98 26.18 1.24 419.76 429.42 39.54 36.22 24.38 14.03 3.49( ) 3.79( ) 9.70(S) .09(S) 2.71( ) 5.70( ) .64(S) .81(s) 3.36(S) .00( ) 4 50. 292.44 340.28 26.00 1.23 418.60 428.18 39.43 36.15 24.31 13.70 ' 3.49( ) 3.79( ) 9.69(S) .09(S) 2.71( ) 5.70( ) .63(5) .81(S) 3.35(S) .00( ) 4 51. 292.03 339.59 25.83 1.20 417.44 426.94 39.32 36.08 24.25 14.00. 3.49( ) 3.79( ) 9.69(S) .09(S) 2.71( ) 5.70( ) .63(S) .81(S) 3.33(S) .00( ) 4 52. 291.61 338.90 25.65 1.111 416.30 425.70 39.22 36.00 24.19 13.67 t 3.49( ) 3.78( ) 9.68(S) .09(S) 2.70( ) 5.69( ) .63(S) .80(S) 3.32(S) .00( ) 4 53. 291.20 338.21 25.48 1.16 415.18 424.48 39.11 35.93 24.12 13.97 3.48( ) 3.78( ) 9.67(S) .08(S) 2.70( ) 5.69( ) .62(S) .80(S) 3.30(S) .00( ) 4 54. 290.78 337.53 25.30 1.14 414.06 423.26 39.01 35.86 24.06 13.64 3.48( ) 3.78( ) 9.67(S) .08(s) 2.70( ) 5.69( ) .62(S) .80(S) 3.29(S) .00( ) ' 4 55. 290.37 336.85 25.12 1.12 412.96 422.06 38.91 35.78 24.00 13.94 3.48( ) 3.77( ) 9.66(5) .08(s) 2.69( ) 5.69( ) .61(S) .80(s) 3.27(S) .00( ) 4 56. 289.96 336.18 24.94 1.10 411.86 420.86 38.80 35.71 23.94 13.61 4 57. 3.48( ) 289.54 3.77( 335.51 ) 9.65(S) 24.77 .08(S) 1.08 2.69( 410.78 ) 5.69( ) 419.68 .61(5) 38.70 .80(S) 35.63 3.26(S) 23.87 .00( 13.91 ) 3.47( ) 3.77( ) 9.65(S) .08(5) 2.69( ) 5.69( ) .60(S) .80(S) 3.25(S) .00( ) 4 58. 289.13 334.84 24.59 1.06 409.71 418.50 38.60 - 35.56 23.81 13.58 3.47( ) 3.76( ) 9.64(S) .08(s) 2.68( ) 5.69( ) .60(S) .80(S) 3.23(S) .00( ) 4 59. 288.71 334.17 24.41 1.04 408.65 417.34 38.50 35.49 23.75 13.88 3.47( > 3.76( ) 9.63(S) .08(s) 2.68( ) 5.69( ) .60(S) .80(s) 3.22(S) .00( ) 5 0. 288.30 333.50 24.23 1.02 407.59 416.19 38.40 35.41 23.69 13.55 3.47( ) 3.76( ) 9.63(S) .07(S) 2.68( ) 5.69( ) .59(S) .80(s) 3.20(S) .00( ) 5 1. 287.89 332.84 24.06 1.00 406.55 415.05 38.31 35.34. 23.63 13.85. ' 3.46( ) 3.75( ) 9.62(S) .07(S) 2.67( ) . 5.68( ) .59(S) .80(s) 3.19(S) .00( ) 5 2. 287.47 332.17 23.88 .98 405.51 413.92 38.21 35.26 23.57 13.52 3.46( ) 3.75( ) 9.61(S) .07(S) 2.67( ) 5.68( ) .58(S) .80(S) 3.18(S) .00( ) 5 3. 287.06 331.51 23.70 .97 404.48 412.81 38.11 35.19 23.51 13.82 3.46( ) 3.75( ) 9.60(S) .07(S) 2.67( ) 5.68( ) .58(S) .80(S) 3.16(S) .00( ) ' 5 4. 286.64 330.85 23.53 .95 403.46 411.70 38.02 35.11 23.45 13.50 3.45( ) 3.74( ) 9.60(S) .07(S) 2.66( ) 5.68( ) .58(S) .80(s) 3.15(S) .00( ) 5 S. 286.23 330.18 23.35 .93 402.44 410.60 37.92 35.03 23.39 13.79 3.45( ) 3.74( ) 9.59(S) .07(S) 2.66( ) 5.68( ) .57(S) .80(S) 3.14(S) .00( ) ' 5 6. 285.81 329.52 23.17 .91 401.43 409.51 37.83 34.96 23.33 13.47 3.45( ) 3.74( ) 9.58(S) .07(S) 2.66( ) 5.68( ) .57(S) .80(s) 3.12(S) .00( ) 5 7. 285.39 328.86 22.99 .90 400.43 408.43 37.73 34.88 23.27 13.76 3.45( ) 3.73( ) 9.58(S) .06(S) 2.65( ) 5.68( ) .56(S) .79(S) 3.11(S) .00( ) 5 8. 284.97328.21 22.82 .88 399.43 407.35 37.64 34.80 23.21 13.44 ' 3.44( ) 3.73( ) 9.57(S) .06(S) 2.65( ) 5.68( ) .56(S) .79(S) 3.10(S) .00( ) 5 9. 284.55 327.55 22.64 .87 398.43 406.28 37.55 34.72 23.15 13.73 3.44( ) 3.73( ) 9.56(S) .06(S) 2.65( ) 5.68( ) .56(S) .79(S) 3.08(S) .00( ) 5 10. 284.13 326.89 22.47 .85 397.44 405.22 37.46 34.65 23.09 13.41 ' 3.44( ) 3.72( ) 9.56(S) .06(S) 2.65( ) 5.68( ) .55(S) .79(S) 3.07(S) .00( ) 5 11. 283.71 326.23 22.29 .83 396.46 404.17 37.36 34.57 23.03 13.70 3.44( ) 3.72( ) 9.55(S) .06(S) 2.64( ) 5.67( ) .55(S) .79(S) 3.06(S). .00( ) 5 12, 283.29 325.58 22.12 .82 395.411 403.12 37.27 34.49 22.98 - 13.38 ' 3.43( ) 3.72( ) 9.54(S) .06(S) 2.64( ) 5.67( ) .54(S) .79(S) 3.04(S) .00( ) 5 13. 282.86 324.92 21.94 .80 394.50 402.08 37.18 34.41 22.92 13.68 3.43( ) 3.71( ) 9.54(S) .06(S) 2.64( ) 5.67( ) .54(S) .79(S) 3.03(S) .00( ) 5- 14. 282.44 324.27 21.77 .79 393.53 401.05 37.09 34.33 22.86 13.35 ' 3.43( ) 3.71( ) 9.53(S) .06(S) 2.63( ) 5.67( ) .54(S) .79(S) 3.02(S) .00( ) 5 15. 282.02 323.61 21.60 .78 392.54 400.02 37.00 34.26 22.80 13.65 3.42( ) 3.71( ) 9.52(S) .06(S) 2.63( ) 5.67( ) .53(S) .79(S) 3.01(S) .00( ) 5 16. 281.59 322.96 21.60 .76 391.50 398.99 36.91 34.18 22.75 13.32 3.42( ) 3.70( ) 9.51(S) .05(S) 2.63( ) 5.67( ) .53(S) .79(S) 2.99(S) .00( ) 5 17. 281.16 322.31 21.59 .75 390.43 397.96 36.82, 34.10 22.69 13.62 3.42( ) 3.70( ) 9.51(S) .05(S) 2.62( ) 5.67( ) .53(S) .79(S) 2.98(S) .00( ) 5 18. 280.74 321.67 21.58 .73 389.37 396.91 36.73 34.02 22.64 13.29 3.42( ) 3.70( ) 9.50(S) .05(S) 2.62( ) 5.67( ) .52(S) .79(S) 2.97(S) .00( ) 5 19. 280.31 321.04 21.57 .72 388.33 395.86 36.64 33.94 22.58 13.59 _ 5 20. 3.41( ) 279.88 3.69( ) 320.42 9.49(S) 21.56 .05(S) .71 2.62( 387.30 ) 5.67( ) 394.80 .52(S) 36.56 .79(S) 33.86 2.95(S) 22.52 .00( 13.26 ) 3.41( ) 3.69( ) 9.48(S) .05(S) 2.61( ) 5.67( ) .51(S) .79(S) 2.94(S) .00( ) 5 21. 279.45 319.82 21.55 .69 386.29 393.74 36.47 33.78 22.47 13.56 3.41( ) 3.69( ) 9.48(S) .05(S) 2.61( ) 5.66( ) .51(S) .79(S) 2.93(S) .00( ) 5 22. 279.02 319.24 21.54 .68 385.31 392.67 36.38 33.71 22.41 13.24 3:40( ) 3.68( ) 9.47(S) .05(S) 2.61( ) 5.66( ) .51(S) .78(S) 2.92(S) .00( ) i 5 23. 278.59 318.68 21.53 .67 384.34 391.61 36.29 33.63 22.36 13.53 3.40( ) 3.68( ) 9.46(S) .05(S) 2.60( ) 5.66( ) .50(S) .78(S) 2.90(S) .00( ) 5 24. 278.16 318.12 21.52 .66 383.39 390.57 36.21 33.55 22.30 13.21 3.40( ) 3.68( ) 9.45(S) .05(S) 2.60( ) 5.66( ) .50(S) .78(S) 2.89(S) .00( ) ' 5 25. 277.73 317.58 21.51 .65 382.46 389.53 36.12 33.47 22.25 13.50 3.40( ) 3.68( ) 9.44(S) .05(S) 2.60( ) 5.66( ) .50(S) .78(S) 2.88(S) .00( ) 5 26. 277.29 317.04 21.50 .63 381.54 388.51 36.03 33.39 22.19 13.18 3.39( ) 3.67( ) 9.43(S) .04(S) 2.60( ) 5.66( ) .49(S) .78(S) 2.87(S) .00( ) ' 5 27. 276.86 316.51 21.49 .62 380.64 387.50 35.95 33.32 22.14 13.48 3.39( ) 3.67( ) 9.43(S) .04(S) 2.59( ) 5.66( ) .49(S) .78(S) 2.86(S) .00( ) 5 28. 276.43 315.99 21.48 .61 379.75 386.51 - 35.86 33.24 22.09 13.15 3.39( ) 3.67( ) 9.42(S) .04(S) 2.59( ) 5.66( ) .48(S) J8(S) 2.84(S) .00( ) 5 29. 276.00 315.48 21.46 .60 378.87 385.53 35.77 33.16 22.03 13.45 3.39( ) 3.67( ) 9.41(S) .04(S) 2.59( ) 5.66( ) .48(S) .78(S) 2.83(S) .00( ) 5 30. 275.57 314.97 21.45 .59 377.99 384.57 35.69 33.08 21.98 13.12. 3.38( ) 3.66( ) 9.40(S) .04(S) 2.58( ) 5.65( ) .48(S) .78(S) 2.82(S) .00( ) ' 5 31, 275. 14 3.38( ) 314,46 3.66( ) 21,44 9.39(S) .58 .04(S) 377,10 2.58( 383,62 ) 5.65( ) '35,60 .47(S) 33,01 .78(S) 21.93 2.81(S) 13.42 .00( ) 5 32. 274.70 313.95 21.43 .57 376.18 382.67 35.52 32.93 21.87 13.09 3.38( ) 3.66( ) 9.38(S) .04(S) 2.58( ) 5.65( ) .47(S) .78(5) 2.80(S) .00( ) 5 33. 274.27 313.45 21.42 .56 375.24 381.73 35.43 32.85 21.82 13.39 3.37( ) 3.65( ) 9.37(S) .04(S) 2.58( ) 5.65( ) ARS) .78(S) 2.78(S) .00( ) ' 5 34. 273.84 312.95 21.40 .55 374.30 380.79 35.35 32.78 21.77 13.06 3.37( ) 3.65( ) 9.36(S) .04(S) 2.57( ) 5.65( ) .46(S) .78(S) 2.77(S) .00( ) 5 35. 273.41 312.44 21.39 .54 373.36 379.85 35.26 32.70 21.72 13.36 3.37( ) 3.65( ) 9.35(S) .04(S) 2.57( ) 5.65( ) .46(S) .78(S) 2.76(S) .00( ) ' 5 36. 272.98 311.94 21.38 .53 372.43 378.90 35.18 32.62 21.66 13.04 3.37( ) 3.65( ) 9.34(S) .04(S) 2.57( ) 5.65( ) .46(S) .78(S) 2.75(S) .00( ) 5 37. 272.55 311.44 21.37 .52 371.51 377.95 35.10 32.55 21.61 13.33 3.36( ) 3.64( ) 9.33(S) .04(S) 2.56( ) 5.65( ) .45(S) .77(S) 2.74(S) .00( ) 5 38. 272.11 310.94 21.35 .51 370.58 376.99 35.01 32.47 21.56 13.01 ' 3.36( ) 3.64( ) 9.32(S) .04(S) 2.56( ) 5.65( ) .45(S) .77(S) 2.73(S) .00( ) 5 39. 271.68 310.44 21.34 .50 369.66 376.04 34.93 32.40 21.51 13.31 3.36( ) 3.64( ) 9.31(S) .03(S) 2.56( ) 5.65( ) .45(S) .77(S) 2.71(S) .00( ) 5 40. 271.25 309.93 21.33 .49 368.74 375.09 34.85 32.32 21.46 12.98 ' 3.35( ) 3.64( ) 9.30(5) .03(S) 2.55( ) 5.65( ) .44(S) .77(S) 2.70(S) .00( ) 5 41. 270.82 309.43 21.31 .48 367.83 374.13 34.76 32.25 21.41 13.28 3.35( ) 3.63( ) 9.28(S) .03(S) 2.55( ) 5.64( ) .44(S) .77(S) 2.69(S) .00( ) 5 42, 270.39 308.93 21,30 .47 366,92 373,111 34,611 32,17 21,36 12,95 3.35( ) 3.63( ) 9.27(S) .03(S) 2.55( ) 5.64( ) .44(5) .77(S) 2.68(S) .00( ) ' 5 43. 269.96 308.43 21.29 .46 366.01 372.24 34.60 32.10 21.31 13.25 3.35( ) 3.63( ) 9.26(S) .03(S) 2.55( ) 5.64( ) .43(S) .77(S) 2.67(S) .00( ) 5 44. 269.53 307.93 21.27 .46 365.10 371.29 34.52 32.03 21.26 12.92 3.34( ) 3.63( ) 9.25(S) .03(5) 2.54( ) 5.64( ) .43(S) .77(S) 2.66(S) .00( ) ' 5 45. 269.10 307.43 21.26 .45 364.20 370.35 34.44 32.02 21.21 13.22 3.34( ) 3.62( ) 9.24(S) .03(S) 2.54( ) 5.64( ) .42(S) .77(S) 2.65(S) .00( ) 5 46. 268.67 306.93 21.25 .44 363.30 369.41 34.36 32.00 21.16 12.90 3.34( ) 3.62( ) 9.23(S) .03(S) 2.54( ) 5.64( ) .42(S) .77(S) 2.63(S) .00( ) ' 5 47. 268.23 306.43 21.23 .43 362.41 368.48 34.28 31.98 21.11 13.19 3.33( ) 3.62( ) 9.22(S) .03(S) 2.53( ) 5.64( ) .42(S) .77(S) 2.62(S) .00( ) 5 48. 267.80 305.93 21.22 .42 361.52 367.54 34.21 31.96 21.06 12.87 3.33( ) 3.62( ) 9.21(S) .03(S) 2.53( ) 5.64( ) .42(S) .77(S) 2.61(S) .00( ) 5 49. 267.36 305.43 21.20 .42 360.63 366.62 34.14 31.94 21.01 13.17 ' 3.33( ) 3.61( ) 9.19(S) .03(S) 2.53( ) 5.64( ) .41(S) .77(S) 2.60(S) .00( ) 5 50. 266.92 304.94 21.19 .41 359.75 365.69 34.06 31.92 20.96 12.84 333( ) 3.61( ) 9.18(S) .03(S) 2.52( ) 5.64( ) .41(S) .76(S) 2.59(S) -.00( ) ' 5 51. 266.48 3.32( ) 304.44 3.61( ) 21.18 9.17(S) .40 .03(S) 358.87 2.52( 364.77 ) 5.63( ) 33.99 .41(S) 31.89 .76(S) 20.91 2.58(S) 13.14 .00( ) 5 52. 266.04 303.94 21.16 .39 357.99 363.86 33.93 31.86 20.86 12.81 332( ) 3.61( ) 9.16(S) .03(S) 2.52( ) 5.63( ) .40(S) .76(S) 2.57(S) .00( ) 5 53. 265.59 303.44 21.15 .39 357.12 362.94 33.86 31.84 20.81 13.11 ' 3.32( ) 3.60( ) 9.15(5) .03(S) 2.52( ) 5.63( ) .40(S) .76(S) 2.56(S) .00( ) 5 54. 265.15 302.94 21.13 .38 356.25 362.03 33.79 31.81 20.77 12.78 5 55. 3.31( ) 264.70 3.60( ) 302.45 9.14(S) 21.12 .03(S) .37 2.51( 355.39 ) 5.63( 361.13 ) .40(S) 33.73 .76(S) 31.78 2.55(S) 20.72 .00( ) 13.08 3.31( ) 3.60( ) 9.12(S) .03(S) 2.51( ) 5.63( ) .40(S) .76(S) 2.54(S) .00( ) 5 56. 264.25 301.95 21.10 .37 354.52 360.23 33.67 31.75 20.67 12.76 3.31( ) 3.59( ) 9.11(S) .02(S) 2.51( ) 5.63( ) .39(S) .76(S) 2.53(S) .00( ) �?1 5 57. 263.80 301.45 21.09 .36 353.66 359.33 33.60 31.71 20.62 13.05 ' 3.30( ) 3.59( ) 9.10(S) .02(S) 2.50( ) 5.63( ) .39(S) .76(S) 2.51(S) .00( ) 5 58. 263.34 300.95. 21.07 .35 352.80 358.44 33.54 31.68 20.58 12.73 3.30( ) 3.59( ) 9.09(S) .02(S) 2.50( ) 5.63( ) .39(S) .75(5) 2.50(S) .00( ) . ' 5 59. 262.88 3.30( ) 300.45 3.59( ) 21.06 9.08(S) .35 .02(S) 351.95 2.50( 357.55 ) 5.63( 33.48 ) .38(S) 31.65 .75(S) 20.53 2.49(S) 13.03 .00( ) 6 0. 262.42 299.95 21.04 .34 351.09 356.66 33.42 31.61 20.48 12.70 3.30( ) 3.58( ) 9.06(S) .02(S) 2.50( ) 5.63( ) .38(S) .75(S) 2.48(S) .00( ) 6 1. 261.95 299.45 21.03 .33 350.24 355.77 33.36 31.58 20.44 13.00 3.29() 3.58( ) 9.05(S) .02(S) 2.49( ) 5.62( ) .38(S) .75(S) 2.47(S) .00( ) 6 2. 261.48 298.94 21.01 .33 349.39 354.89 33.30 31.54 20.39 12.68 3.29( ) 3.58( ) 9.04(S) .02(5) 2.49( ) 5.62( ) .38(S) .75(S) 2.46(5) .00( ) 6 3. 261.00 298.44 21.00 .32 348.54 354.01 33.25 31.50 20.34 12.97 3.29( ) 3.58( ) 9.03(5) .02(S) 2.49( ) 5.62( ) .37(S) .75(S) 2.45(S) .00( ) ' 6 4. 260.52 297.93 20.98 .32 347.70 353.14 33.19 31.46 20.30 12.65 3.28( ) 3.57( ) 9.01(S) .02(S) 2.48(.) 5.62( ) .37(S) .74(S) 2.44(S) .00( ) 6 5. 260.03 297.42 20.97 .31 346.85 352.26 33.13 31.42 20.25 12.95 3.28( ) 3.57( ) 9.00(S) .02(S) 2.48( ) 5.62( ) .37(S) .74(S) 2.43(S) .00( ) 6 6. 259.55 296.91 20.95 .30 346.01 351.39 33.08 31.38 20.21 12.62 3.28( ) 3.57( ) 8.99(S) .02(5) 2.48( ) 5.62( ) .37(S) .74(S) 2.42(S) .00( ) 6 7. 259.06 296.40 20.94 .30 345.16 350.52 33.02 31.34 20.16 12.92 3.27( ) 3.57( ) 8.98(S) .02(S) 2.48( ) 5.62( ) .37(S) .74(S) 2.41(S) .00( ) 6 S. 258.56 295.88 20.92 .29 344.32 349.65 32.97 31.30 20.12 12.59 ' 3.27( ) 3.56( ) 8.96(S) .02(S) 2.47( ) 5.62( ) .36(S) .74(S) 2.40(S) .00( ) 6 9. 258.07 295.37 20.91 .29 343.48 348.79 32.91 31.26 20.07 12.89. 3.27( ) 3.56( ) 8.95(S) .02(S) 2.47( ) 5.62( ) .36(S) .74(S) 2.39(S) .00( ) 6 10. 257.58 294.84 20.89 .28 342.63 347.93 '32.86 31.23 20.03 12.57 3.26( ) 3.56( ) 8.94(S) .02(S) 2.47( ) 5.62( ) .36(S) .73(5) 2.38(S) .00( ) ' 6 11. 257.08 294.32 20.88 .28 341.79 347.06 32.81 31.19 19.98 12.86 3.26( ) 3.55( ) 8.93(S) _ .02CS) 2.47( )° 5.62( ) .36(S) .73(S) 2.37(S) .00( ) 6 12. 256.59 293.80 20.86 .27 340.95 346.20 32.75 31.15 19.94 12.54 3.26( ) 3.55( ) 8.91(S) .02(S) 2.46( ) 5.61( ) .35(S) .73(S) 2.36(S) .00( ) ' 6 13. 256.10 293.27. 20.84 .27 340.10 345.34 32.70 31.11 19.89 12.84 3.25( ) 3.55( ) 8.90(S) .02(S) 2.46( ) 5.61( ) .35(S) .73(S) 2.35(S) .00( ) 6 14. 255.60 292.73 20.83 .26 339.26 344.48 32.65 31.08 19.85 12.51 ' 6 15. 3.25( ) 255.10 3.55( ) 292.20 8.89(S) 20.81 .02(S) .26 2.46( 338.42 ) 5.61( 343.62 ) .35(S) 32.60 .73(S) 31.04 2.34(S) 19.81 .00( ) 12.81 3.25( ) 3.54( ) 8.88(5) .02(S). 2.45( ) 5.61( ) .35(S) .73(5) 2.33(S) .00( ) 6 16. 254.59 291.66 20.79 .25 337.57 342.76 32.55 31.00 19.76 12.49 3.24( ) 3.54( ) 8.86(S) .02(S) 2.45( ) 5.61( ) .35(S) .72(5) 2.32(S) .00( ) 6 17. 254.09 291.12 20. 77 .25 336.73 341.90 32.50 30.97 19.72 12.78 ' 3.24( ) 3.54( ) 8.85(S) .02(S) 2.45( ) 5.61( ) .34(S) .72(S) 2.31(S) .00( ) 6 18. 253.57 290.58 20.75 .24 335.89 341.05 32.45 30.93 19.68 12.46 3.24( ) 3.53( ) 8.84(S) .02(S) 2.44( ) 5.61( ) .34(S) .72(S) 2.30(S) .00( ) ' 6 19, 253.06 3.23( ) 290.04 3.53( ) 20.72 8.82(5) .24 .02(S) 335.05 2.44( 340. 19 ) 5.61( 32.40 ) .34(S) 30.90 .72(S) 19.63 2.29(S) 12.76 .00( ) 6 20. 252.54 289.49 20.70 .24 334.20 339.33 32.35 30.86 19.59 12.43 3.23( ) 3.53( ) 8.81(S) .02(S) 2.44( ) 5.61( ) .34(S) .72(S) 2.28(S) .00( ) 6 21. 252.02 288.94 20.67 .23 333.36 338.48 32.30 30.83 19.55 12.73 3.23( ) 3.53( ) 8.80(S) .01(S) 2.44( ) 5.61( ) .34(S) .72(S) 2.27(S) .00( ) ' 6 22. 251.49 288.39 20.65 .23 332.52 337.62 32.25 30.79 19.50 12.41 3.22( ) 3.52( ) 8.78(S) .01(S) 2.43( ) 5.60( ) .33(S) .71(S) 2.26(S) .00( ) 6 23. 250.96 287.84 20.63 .22 331.67 336.76 32.20 30.76 19.46 12.70 3.22( ) 3.52( ) 8.77(S) .01(5) 2.43( ) 5.60( ) .33(S) .71(S) 2.25(S) .00( ) ' 6 24. 250.43 287.28 20.60 .22 330.83 335.91 32.16 30.72 19.42 12.38 3.22( ) 3.52( ) 8.76(S) .01(S) 2.43( ) 5.60( ) .33(S) .71(S) 2.24(S) .00( ) 6 25. 249.89 286.72 20.58 .21 329.99 335.05 32.11 30.69 19.38 12.68 3.21( ) 3.51( ) 8.74(S) .01(S) 2.42( ) 5.60( ) .33(S) .71CS) 2.23(S) .00( ) 6 26. 249.36 286.15 20.55 .21 329.14 334.20 32.06 30.66 19.34 12.35 3.21( ) 3.51( ) 8.73(S) .01(5) 2.42( ) 5.60( ) .33(S) .71(S) 2.22(S) .00( ) 6 27. 248.82 285.58 20.53 .21 328.30 333.34 32.02 30.62 19.29 12.65 3.20( ) 3.51( ) 8.72(S) .01(5) 2.42( ) 5.60( ) .32(S) .71(S) 2.21(S) .00( ) 6 28. 248.28 285.01 20.50 .20 327.45 332.48 31.97 30.59 19.25 12.33 3.20( ) 3.50( ) 8.70(S) .01(S) 2.42( ) 5.60( ) .32(S) .70(S) 2.21(S) .00( ) 6 29. 247.75 284.42 20.48 .20 326.59 331.63 31.93 30.56 19.21 12.62 3.20( ) 3.50( ) 8.69(S) .01(S) 2.41( ) 5.60( ) .32(S) .70(S) 2.20(S) .00( ) 6 30, 247.21 283.82 20.45 .20 325.72 330.77 31.88 30.52 19.17 12.30 3.19( ) 3.50( ) 8.68(S) .01(S) 2.41( ) 5.60( ) .32(S) .70(S) 2.19(S) .00( ) ' 6 31. 246.67 283.20 20.43 .19 324.85 329.91 31.84 30.49 19.13 12.60 3.19( ) 3.49( ) 8.66(S) .01(S) 2.41( ) 5.60( ) .32(S) .70(S) 2.18(S) .00( ) 6 32. 246.14 282.58 20.40 .19 323.96 329.04 31.79 30.45 19.09 12.27 1 3.19( ) 3.49( ) 8.65(S) .01(5) 2.40( ) 5.60( ) .31(S) .70(S) 2.17(S) .00( ) _ 6 33. 245.61 281.95 20.38 .19 323.07 328.17 31.75 30.42 19.05 12.57 6 34. 3.18( 245.07 ) 3.49( ) 281.33 8.64(S) 20.36 .01(S) .18 2.40( ) 322.18 5.59( ) 327.30 .31(S) 31.71 .70(S) 30.39 2.16(S) 19.01 .00( 12.25 ) 3.18( ) 3.48( ) 8.62(S) .01(S) 2.40( ) 5.59( ) .31(S) .70(S) 2.15(S) .00( ) - 6 35. 244.54 280.70 20.33 .18 321.29 326.42 31.66 30.35 18.97 12.55 - 3.18( ) 3.48( ) 8.61(S) .01(S) 2.39( ) 5.59( ) .31(S) .69(S) 2.14(S) .00( ) - 6 36. 244.01 280.08 20.31 .18 320.40 325.53 31.62 30.32 18.93 12.22 ' 3.17( ) 3.48( ) 8.60(S) .01(5) 2.39( ) 5.59( ) .31(S) .69(S) 2.13(S) .00( ) ,. 6 37. 243.48 279.45 20.28 .17 319.52 324.64 31.58 30.29 18.89 12.52 3.17( ) 3.47( ) 8.58(S) .01(S) 2.39( ) 5.59( ) .30(S) .69(S) 2.12(S) .00( ) 6 38. 242.95 278.84 20.26 .17 318.64 323.75 31.54 30.25 18.85 12.20 ' 3.16( ) 3.47( ) 8.57(S) .01(S) 2.39( ) 5.59( ) .30(S) .69(S) 2.11(S) .00( ) 6 39. 242.42 278.22 20.23 .17 317.77 322.66 31.49 30.22 18.81 12.49 ' 3.16( ) 3.47( ) 8.56(S) .01(S) 2.38( ) 5.59( ) .30(S) .69(S) 2.11(S) .00( ) 6 40. 241.90 277.61 20.21 .16 316.90 321.97 31.45 30.18 18.77 12.17 3.16( ) 3.46( ) 8.54(S) .01(S) 2.38( ) 5.59( ) .30(S) .69(S) 2.10(S) .00() ' 6 41. 241.37 277.00 20.18. .16 316.04 321.08 31.41 30.15 18.73 12.47 3.15( ) 3.46( ) 8.53(S) .01(S) 2.38( ) 5.59( ) .30(S) .69(S) 2.09(S) .00( ) 6 42. 240.85 276.40 20.15 .16 315.18 320.19 31.37 30.12 18.69 12.14 3.15( ) 3.46( ) 8.51(S) .01(S) 2.37( ) 5.59( ) .30(S) .68(S) 2.08(S) .00( ) ' 6 43. 240.32 275.80 20.13 .15 314.33 319.31 31.33 30.08 18.65 12.44 3.15( ) 3.45( ) 8.50(S) .01(S) 2.37( ) 5.58( ) .29(S) .68(S) 2.07(S) .00( ) 6 44. 239.80 275.20 20.10 .15 313.49 318.43 31.29 30.05 18.61 12.12 3.14( ) 3.45( ) 8.49(S) .01(S) 2.37( ) 5.58( ) .29(S) .68(S) 2.06(S) .00( ) 6 45. 239.28 274.60 20.08 .15 312.64 317.56 31.25 30.00 18.57 12.42 3.14( ) 3.45( ) 8.47(S) .01(S) 2.36( ) 5.58( ) .29(S) .68(S) 2.05(S) .00( ) 6 46. 238.76 274.01 20.05 .15 311.81 316.69 31.21 29.95 18.53 12.09 - 3.14( ) 3.44( ) 8.46(S) .01(S) 2.36( ) 5.58( ) .29(S) .68(S) 2.04(S) .00( ) 6 47. 238.23 273.41 20.03 .14 310.98 315.83 31.16 29.89 18.50 12.39 ' 3.13( ) 3.44( ) 8.45(S) .01(S) 2.36( ) 5.58( ) .29(S) .68(S) - 2.04(S) .00( ) 6 48. 237.71 272.82 20.00 .14 310.15 314.97 31.12 29.84 18.46 12.07. 3.13( ) 3.44( ) 8.43(S) .01(S) 2.35( ) 5.58( ) ..29(S) .67(S) 2.03(S) .00( ) 6 49. 237,19 272.23 19,98 .14 309,32 314,11 31,08 29,79 18,42 12.36 3.12( ) 3.43( ) 8.42(S) .01(S) 2.35( ) 5.58( ) .28(S) .67(S) 2.02(S) .00( ) 6 50. 236.67 271.64 19.95 .14 308.50 313.26 31.04 29.74 18.38 12.04 3.12( ) 3.43( ) 8.40(S) .01(S) 2.35( ) 5.58( ) .28(S) .67(S) 2.01(S) .00( ) 6 51. 236.15 271.06 19.92 .13 307.69 312.42 31.00 29.69 18.34 12.34 3.12( ) 3.43( ) 8.39(S) .01(S) 2.35( ) 5.58( ) .28(S) .67(S) 2.00(S) .00( ) ' 6 52. 235.64 270.47 19.90 .13 306.87 311.58 30.95 29.64 18.31 12.02 3.11( ) 3.42( ) 8.38(S) .01(S) 2.34( ) 5.57( ) .28(S) .67(S) 1.99(S) .00( ) 6 53. 235.12 269.89 19.87 .13 306.06 310.74 30.91 29.59 18.27 12.31 3.11( ) 3.42( ) 8.36(S) .01(S) 2.34( ) 5.57( ) .28(S) .67(S) 1.98(S) .00( ) ' 6 54. 234.60 269.31 19.85 .13 305.26 309.91 30.87 29.54 18.23 11.99 3.11( > 3.42( ) 8.35(S) .01(S) 2.34( ) 5.57( ) .27(S) .67(S) 1.98(S) .00( ) 6 55. 234.08 268.72 19.82 .12 304.45 309.08 30.82 29.49 18.19 12.29 3.10( ) 3.41( ) 8.33(S) .01(S) 2.33( ) 5.57( ) .27(S) .66(S) 1.97(S) .00( ) 6 56. 233.56 268.14 19.79 .12 303.65 308.25 30.78 29.45 18.16 11.96 ' 3.10( > 3.41( ) 8.32(S) .01(S) 2.33( ) 5.57( ) .27(S) .66(S) 1.96(S) .00( ) 6 57. 233.05 267.56 19.77 .12 302.85 307.43 30.74 29.40 18.12 12.26 3.10( ) 3.41( ) 8.30(S) .01(S) 2.33( ) 5.57( ) .27(S) .66(S) 1.95(S) .00( ) 6 58. 232.53 266.98 19.74 .12 302.06 306.61 30.69 29.35 18.08 11.94 ' 3.09( > 3.40( ) 8.29(S) .01(S) 2.33( ) 5.57( ) .27(S) .66(S) 1.94(S) .00( ) 6 59. 232.01 266.41 19.72 .12 301.27 305.80 30.65 29.30 18.05 12.24 3.09( ) 3.40( ) 8.28(S) .01(S) 2.32( ) 5.57( ) .27(S) .66(S) 1.93(S) .00( ) 7 0. 231.49 265.83 19.69 .11 300.48 304.99 30.60 29.26 18.01 11.91 3.08( ) 3.40( ) 8.26(S) .01(S) 2.32( ) 5.57( ) .26($) .66(S) 1.93(S) .00( ) ' 7 1. 230.98 265.25 19.66 .11 299.69 304.18 30.56 29.21 17.97 12.21 3.08( ) 3.39( ) 8.25(S) .01(5) 2.32( ) 5.57( ) .26(S) .66(S) 1.92(S) .00( ) 7 2. 230.46 264.68 19.64 .11 298.90 303.37 30.52 29.16 17.94 11.89 3.08( ) 3.39( ) 8.23(S) .01(S) 2.31( ) 5.57( ) .26(S) .65(S) 1.91(S) .00( ) ' 7 3. 229.94 264.10 19.61 .11 298.12 302.57 30.47 29.12 17.90 12.19 3.07( ) 3.39( ) 8.22(S) .01(S) 2.31( ) 5.56( ) .26(S) .65(S) 1.90(S) .00( ) 7 4.. 229.42 263.53 19.59 .11 297.34 301.77 30.43 29.07 17.87 11.86 3.07( ) 3.38( ) 8.20(S) .01(S) 2.31( ) 5.56( ) .26(S) .65(S) 1.89(S) .00( ) 7 5. 228.89 262.95 19.57 .10 296.56 300.97 30.38 29.03 17.83 12.16 ' 3.07( ) 3.38( ) 8.19(S) .01(S) 2.31( ) 5.56( ) .25(S) .65(S) 1.89(S) .00( ) 7 6. 228.36 262.38 19.56 .10 295.78 300.18 30.34 28.98 17.80 11.84 3.06( ) 3.38( ) 8.18(S) .01(S) 2.30( ) 5.56( ) .25(S) .65(S) 1.88(S) .00( ) 7 7. 227.82 261.81 19.54 .10 295.01 299.39 30.29 28.93 17.76 12.14 ' 3.06( ) 3.37( ) 8.16(S) .00(S) 2.30( ) 5.56( ) .25(S) .65(S) 1.87(S) .00( ) 7 8. 227.27 261.24 19.52 .10 294.23 298.60 30.25 28.89 17.72 11.82 3.06( ) 3.37( ) 8.15(S) .00(S) 2.30( ) 5.56( ), .25(S) .65(S) 1.86(S) .00( ) 7 9, 226,71 260.67 19.50 .10 293,47 297,81 30.20 28.84 17,69 12.12 ' 3.05( ) 3.37( ) 8.13(S) .00(S) . 2.29( ) 5.56( ) .25(S) .65(S) 1.85(S) .00( ) 7 10. 226.14 260.10 19.49 .09 292.70 297.03 30.16 28.80 17.65 11.80 3.05( ) 3.36( ) 8.12(S) .00(S) 2.29( ) 5.56( ) .25(S) .64(S) 1.85(S) .00( ) 7 11. 225.57 259.53 19.47 .09 291.93 296.24 30.11 28.75 17.62 - 12.10 i' I 3.04( ) 3.36() 8.10(S) .00(5) 2.29( ) 5.56( ) .24(S) .64(S) 1.84(S) .00( ) 7 12. 224.99 258.96 19.45 .09 291.17 295.46 30.07 28.71 17.59 11.77 7 13. 3.04( ) 224.41 3.36( ) 258.39 8.09(S) 19.43 .00(S) .09 2.29( 290.41 ) 5.56( ) 294.69 .24(S) 30.00 .64(S) 28.66 1.83(S) 17.55 .00( 12.07 ) 3.04( ) 3.35( ) 8.07(S) .00(S) 2.28( ) 5.55( ) .24(S) .64(S) 1.82(S) .00( ) 7 14. 223.82 257.81 19.41 .09 289.64 293.91 29.86 28.62 17.52 11.75 3.03( ) 3.35( ) 8.06(S) .00(5) 2.28( ) 5.55( ) .24(S) .64(5) 1.81(5) .00( ) 7 15. 223.22 257.24 19.40 .09 288.88 293.14 29.72 28.57 17.48 12.05 3.03( ) 3.35( ) 8.04(S) .00(5) 2.28( ) 5.55( ) .24($) .64(S) 1.81(S) .00( ) 7 16. 222.63 256.66 19.38 .08 288.12 292.37 29.59 28.53 17.45 11.73 „ 3.02( ) 3.34( ) 8.03(S) .00(5) 2.27( ) 5.55( ) .23(S) .64(S) 1.80(S) .00( ) 7 17. 222.03 256.08 19.36 .08 287.35 291.60 29.47 28.48 17.41 12.03 ' 3.02( ) 3.34( ) 8.02(S) .00(S) 2.27( ) 5.55( ) .23(S) .64(S) 1.79(S) .00( ) 7 18. 221.43 255.49 19.34 .08 286.59 290.83 29.36 28.44 17.38 11.71 3.01( ) 3.34( ) 8.00(5) .00(S) 2.27( ) 5.55( ) .23(S) .63(5) 1.78(S) - .00( ) -� 7 19. 220.82 254.90 19.32 .08 285.82 290.06 29.26 28.39 17.35 12.01 3.01( ) 3.33( ) 7.994S) .00(S) 2.27( ) 5.55( ) .23(S) .63(5) 1.78(S) .00( ) 7 20. 220.22 254.31 19.31 .08 285.04 289.29 29.17 28.35 17.31 11.68 3.01( ) 3.33( ) 7.97(S) .00(5) 2.26( ) 5.55( ) .23(S) .63(5) 1.77(S) .00( ) 7 21. 219.61 253.71 19.29 .08 284.27 288.52 29.07 28.30 17.28 . 11.98 3.00( ) 3.33( ) 7.96(S) .00(5) 2.26( ) 5.55( ) .23(S) .63(S) 1.76(S) .00( ) ' 7 22. 219.01 253.11 19.27 .08 283.49 287.74 28.99 28.26 17.25 11.66 3.00( ) 3.32( ) 7.94(S) .00(S) 2.26( ) 5.55( ) .23(S) .63(S) 1.75(S) .00( ) 7 23. 218.40 252.50 19.25 .07 282.71 286.97 28.91 28.22 17.21 11.96 2.99( ) 3.32( ) 7.93(S) .00(S) 2.25( ) 5.54( ) .23(S) .63(S) 1.75(S) .00( ) 7 24. 217.79 251.89 19.23 .07 281.92 286.20 28.83 28.17 17.18 11.64 2.99( ) 3.32( ) 7.91(S) .00(S) 2.25( ) 5.54( ) .23(S) .63(S) 1.74(S) .00( ) 7 25. 217.18 251.27 19.21 .07 281.13 285.42 28.76 28.13 17.15 11.94 2.98( ) 3.31( ) 7.90(S) .00(S) 2.25( ) 5.54( ) .22(S) .62(5) 1.73(S) .00( ) 7 26. 216.57 250.66 19.20 .07 280.34 284.64 28.69 28.08 17.11 11.62 2.98( ) 3.31( ) 7.88(S) .00(S) 2.24( ) 5.54( ) .22(S) .62(S) 1.72(S) .00( ) 7 27. 215.96 250.03 19.18 .07 279.55 283.86 28.62 28.04 17.08 11.92. 2.98( ) 3.31( ) 7.87(S) .00(S) 2.24( ) 5.54( ) .22(S) .62(S) 1.72(S) .00( ) 7 28, 215.35 249.41 19.16 .07 278.75 283.07 '28.55 27.99 17.05 11.60 2.97( ) 3.30( ) 7.85(S) .00(S) 2.24( ) 5.54( ) .22(S) .62(S) 1.71(S) .00( ) ' 7 29. 214.74 248.78 19.14 .07 277.95 282.29 28.49 27.95 17.02 11.90 2.97( ) 3.30( ) 7.84(S) .00(S) 2.24( ) 5.54( ) .22(S) .62(S) 11.70(S) .00( ) 7 30. 214.14 248.14 19.12 .07 277.15 281.50 28.43 27.91 16.98 11.57 2.96( ) 3.29( ) 7.82(S) .00(S) 2.23( ) 5.54( ) .22(S) .62(S) 1.69(S) .00( ) ' 7 31. 213.53 247.51 19.10 .06 276.35 280.70 28.37 27.86 16.95 11.87 2.96( ) 3.29( ) 7.81(S) .00(5) 2.23( ) 5.54( ) .22(S) .62(S) 1.69(S) .00( ) 7 32. 212.92 246.87 19.08 .06 275.55 279.91 28.31 27.82 16.92 11.55 ' 7 33. 2.95( ) 212.32 3.29( ) 246.23 7.79(S) 19.07 .00(S) .06 2.23( 274.74 ) 5.54( ) 279.11 .22(S) 28.26 .62(S) 27.78 1.68(S) 16.89 .00( 11.85 ) 2.95( ) 3.28( ) 7.77(S) .00(5) 2.22( ) 5.53( ) .22(S) .61(S) 1.67(S) .00( ) 7 34. 211.72 245.59 19.05 .06 273.92 278.31 28.20 27.75 16.86 11.53 2.94( ) 3.28( ) 7.76(S) .00(S) 2.22( ) 5.53( ) .22(S) .61(S) 1.67(S) .00( ) 7 35. 211.11 244.95 19.03 .06 273.10 277.51 28.15 27.71 16.83 11.83 ' 2.94( ) 3.28( ) 7.74(S) .00(S) 2.22( ) 5.53( ) .22(S) .61(S) I'66(S) .00( ) 7 36. 210.51 244.31 19.01 .06 272.28 276.71 28.10 27.67 16.79 11.51 2.94( ) 3.27( ) 7.73(S) .00(S) 2.21( ) 5.53( ) .22(S) .61(S) 1.65(S) .00( ) ' 7 37, 209.91 2.93( ) 243.66 3.27( ) 18.99 7.71(S) .Ob .00(S) 271.46 2.21( 275.90 ) 5.53( ) 28.05 .22(S) 27.64 .61(S) 16.76 1.64(S) 11.81 .00( ) 7 38. 209.30 243.02 18.97 .06 270.64 275.09 28.01 27.60 16.73 11.49 2.93( ) 3.26( ) 7.70(S) .00(S) 2.21( ) 5.53( ) .22(S) .61(S) 1.64(S) .00( ) 7 39. 208.70 242.38 18.95 .06 269.82 274.27 27.96 27.57 16.70 11.79 2.92( ) 3.26( ) 7.68(S) .00(S) 2.20( ) 5.53( ) .22(S) .61(S) 1.63(S) .00( ) ' 7 40. 208.09 241.73 18.93 .05 269.01 273.46 27.92 27.53 16.67 11.46 2.92( ) 3.26( ) 7.67(S) .00(S) 2.20( ) 5.53( ) .21(S) .61(S) 1.62(S) .00( ) 7 41. 207.49 241.09 18.92 .05 268.19 272.64 27.87 27.50 16.64 11.77 2.91( ) 3.25( ) 7.65(S) .00(S) 2.20( ) 5.53( ) .21(S) .61(S) 1.62(S) .00( ) 7 42. '206.89 240.44 18.90 .05 267.38 271.82 27.83 27.47 16.61 11.44 2.91( ) 3.25( ) 7.64(S) .00(S) 2.19( ) 5.53( ) .21(S) .61(S) 1.61(S) .00( ) 7 43. 206.29 239.80 18.88 .05 266.56 271.01 27.79 27.44 16.58 11.74 2.91( ) 3.24( ) 7.62(S) .00(S) 2.19( ) 5.52( ) .21(S) .60(S) 1.60(S) .00( ) 7 44. 205.69 239.16 18.86 .05 265.75 270.19 27.75 27.41 16.55 11.42 ' 2.90( ) 3.24( ) 7.61(S) .00(S) 2.19( ) 5.52( ) .21(S) .60(S) 1.60(S) .00( ) 7 45. 205.10 238.51 18.84 .05 264.94 269.38 27.71 27.38 16.52 11.72 2.90( ) 3.24( ) 7.59(S) .00(5) 2.19( ) 5.52( ) .21(S) .60(S) 1.59(S) .00( ) 7 46. 204.50 237.87 18.82 .05 264.13 268.56 27.67 27.35 16.49 11.40 ' 2.89( ) 3.23( ) 7.58(S) .00(5) 2.18( ) 5.52( ) .21(S) .60(S) 1.58(S) .00( ) 7 47. 203.91 237.23 18.80 .05 . 263.33 267.75 27.64 27.32 16.46 11.70 2.89( ) 3.23( ) 7.56(S) .00(S) 2.18( ) 5.52( ) .21(S) .60(S) 1.58(S) 1.00( ) 7 48. 203.32 236.511 18.711 262.52 266.94 27.60 27.29 16.43 11.38 2.88( ) 3.22( ) 7.54(S) .OS .00(S) 2.18( ) 5.52( ) .21(S) .60(S) 1.57(S) .00( ) 7 49. 202.73 235.94 18.76 .05 261.72 266.12 27.57 27.27 16.40 11.68 2.88( ) 3.22( ) 7.53(S) .00(5) 2.17( ) 5.52( ) .21(S) .60(S) 1.56(S) .00( ) 7 50. 202.13 235.30 18.75 .05 260.92 265.31 27.53 27.24 16.37 11.36 ' 2.87( ) 3.22( ) 7.51(S) .00(S) 2.17( ) 5.52( ) .21(S) .60(S) 1.56(S) .00( ) 7 51. 201.53 234.66 18.73 .04 260.12 264.51 27.50 . 27.21 16.34 11.66 2.87( ) 3.21( ) 7.50(S) .00(S) 2.17( ) 5.52( ) .21(S) .60(S) 1.55(S) .00( ) ' 7 52. 200.91 234.02 18.71 .04 259.32 263.70 27.47 27.19 16.31 11.34 2.87( ) 3.21( ) 7.48(5) .00(S) 2.16( ) 5.51( ) .21(5) .60(S) 1.54(S) .00( ) 7 53. 200.29 233.38 18.69 .04 258.52 262.89 27.44 27.16 16.28 11.64 - 2.86( ) 3.20( ) 7.47(S) .00(5) 2.16( ) 5.51( ) .21(5) .60(S) 1.54(5) .00( ) 7 54. 199.66 232.74 18.67 .04 257.73 262.09 27.40 27.14 16.25 11.31 2.86( ) 3.20( ) 7.45(5) .00(5) 2.16( ) 5.51( ) .21(S) .60(5) 1.53(5) .00( ) 7 55. 199.02 232.10 18.65 .04 256.93 261.29 27.37 27.11 16.22 11.61 2.85( ) 3.20( ) 7.44(S) .00(5) 2.15( ) 5.51( ) .21(S) .60(S) 1.52(S) .00( ) 7 56. 198.38 231.47 18.63 .04 256.14 260.49 27.34 27.09 16.19 11.29 ' 2.85( ) 3.19( ) 7.42(S) .00(S) 2.15( ) 5.51( ) .21(S) .59(S) 1.52(S) .00( ) 7 57. 197.72 230.83 18.61 .04 255.35 259.69 27.31 27.06 16.16 11.59 ' 2.84( ) 3.19( ) 7.40(S) .00(S) 2.15( ) 5.51( ) .21(S) .59(S) 1.51(S) .00( ) 7 58. 197.06 230.18 18.59 .04 254.56 258.89 27.29 27.04 16.13 11.26 2.84( ) 3.19( ) 7.39(S) .00(S) 2.14( ) 5.51( ) .21(S) .59(5) 1.50(S) .00( ) 7 59. 196.39 229.54 18.57 .04 253.77 258.10 27.26 27.01 16.10 - 11.56 2.83( ) 3.18( ) 7.37(S) .00(5) 2.14( ) 5.51( ) .21(S) .59(S) 1.50(S) .00( ) 8 0. 195.71 228.89 18.55 .04 252.97 257.30 27.23 26.99 16.08 11.24 2.83( ) 3.18( ) 7.36(5) .00(5) 2.14( ) 5.51( ) .21(S) .59(5) 1.49(S) .00( ) ' 8 1. 195.03 228.24 18.53 .04 252.18 256.51 27.20 26.96 16.05 11.53 2.82( ) 3.17( )-7.34(S) .00(S) 2.13(') 5-.50( ) .21(S) .59(S) 1.48(S) .00( ) 8 2. 194.35 227.59. 18.52 .04 251.38 255.72 27.17 26.94 16.02 11.21 ' 8 3. 2.82( ) 193.66 3.17( 226.93 ) 7.33(S) 18.50 .00(5) .04 2.13( ) 250.58 5.50( ) 254.92 .21(5) 27.15 - .59(S) 26.92 1.48(S) 15.99 .00( 11.51 ) 2.81( ) 3.16( ) 7.31(S) .00(S) 2.13( ) 5.50( ) .21(S) .59(S) 1.47(S) .00( ) 8 4. 192.97 226.26 18.48 .04 249.77 254.13 27.12 26.89 15.96 11.18 2.81( ) 3.16( ) 7.29(5) .00(S) 2.12( ) 5.50( ) .21(S) .59(S) 1.46(S) .00( ) 8 5. 192.28 225.59 18.46 .03 248.96 253.33 27.10 26.87 15.93 11.48 ' 2.80( ) 3.16( ) 7.28(S) .00(5) 2.12( ) 5.50( ) .20(S) .59(S) 1.46(5) .00( ) 8 6. 191.59 224.91 18.44 .03 248.15 252.53 27.07 26.85 15.91 11.16. 2.80( ) 3.15( ) 7.26(S) .00( ) 2.12( > 5.50( ) .20(S) .59(S) 1.45(S) .00( ) ' 8 7, 190.89 2.79( ) 224.23 3.15( 18.42 ) 7.25(S) .10 .00( ) 247.33 2.11( ) 251.73 5.50( ) '27,04 .20(S) 26.82 .59(S) 15.88 1.45(S) 11.45 .00( ) 8 8. 190.20 223.54 18.40 .00 246.51 250.93 27.02 26.80 15.85 11.13 2.79( ) 3.14( ) 7.23(S) .00( ) 2.11( ) 5.50( ) .20(S) .59(S) 1.44(S) .00( ) 8 9. 189.51 222.85 18.38 .00 245.68 250.13 26.99 26.78 15.82 11.43 2.78( ) 3.14( ) 7.21(S) .00( ) 2.11( > 5.50( ) .20(S) .59(S) 1.43(S) .00( ) ' 8 10. 188.82 222.15 18.36 .00 244.85 249.32 26.97 26.76 15.79 11.10 2.78( ) 3.13( ) 7.20(S) .00( ) 2.10( ) 5.49( ) .20(S) - .58(S) 1.43(S) .00( ) 8 11. 188.13 221.45 18.34 .00 244.01 248.50 . 26.95 - 26.73 15.77 11.40 2.77( > 3.13( ) 7.18(S) .00( ) 2.10( ) - 5.49( ) .20(5) .58(S) 1.42(S) .00( ) ' 8 12. 187.44 220.74 18.32 .00 243.17 247.69 26.92 26.71 15.74 11.08 2.76( ) 3.13( ) 7.17(S) .00( ) 2.10( ) 5.49( ) .20(S) .58(S) 1.41(S) .00( ) 8 13. 186.75 220.03 18.30 .00 242.33 246.86 26.90 26.69 15.71 11.37 2.76( ) 3.12( ) 7.15(S) '.00( ) 2.09( ) 5.49( ) .20(S) .58(S) 1.41(S) .00( ) 8 14. 186.07 219.31 18.28 .00 241.48 246.04 26.87 26.67 15.69 11.05 2.75( ) 3.12( ) 7.14(S) .00( ) 2.09( ) 5.49( ) .20(S) .58(S) 1.40(S) .00( ) 8 15. 185.38 218.60 18.26 .00 240.63 245.21 26.85 26.65 15.66 11.35 2.75( ) 3.11( ) '7.12(8) .00( ) 2.09( ) 5.49( ) .20(S) .58(S) 1.40(S) .00( ) 8 16. 184.70 217.88 18.24 .00 239.78 244.38 26.83 26.62 15.63 11.02 ' 2.74( ) 3.11( > 7.10(S) .00( ) 2.08( ) 5.49( ) .20(S) .58(5) 1.39(S) .00( ) 8 17. 184.02 217.15 18.22 .00 238.93 243.54 26.80 26.60 15.61 11.32 2.74( ) 3.10( ) 7.09(5) .00( ) 2.08( ) 5.49( ) .20(S) .58(S) 1.38(S) .00( ) 8 18, 183.34 216,43 18.21) .00 238.011 242.71 26.78 26,58 15.58 11.00 2.73( ) 3.10( ) 7.07(5) .00( ) 2.08( ) 5.48( ) .20(5) .58(S) 1.38(S) .00( ) ' 8 19. 182.67 215.70 18.19 .00 237.23 241.87 26.76 26.56 15.55 11.30 2.73( ) 3.09( ) 7.06(S) .00( ) 2.07( ) 5.48( ) .20(5) .58(S) 1.37(S) .00( ) 8 20. 182.00 214.98 18.17 .00 236.37 241.02 26.74 26.54 15.53 10.97 2.72( ) 3.09( ) 7.04(5) .00( ) 2.07( ) 5.48( ) .20(S) .58(S) 1.37(S) .00( ) 8 21. 181.33 214.25 18.15 .00 235.52 240.18 26.71 26.51 15.50 11.27 2.72( ) 3.08( ) 7.02(S) .00( ) 2.07( ) 5.48( ) .20(S) .58(S) 1.36(S) .00( ) 8 22. 180.66 213.52 18.13 .00 234.66 239.33 26.69 26.49 15.47 10.95 2.71( ) 3.08( ) 7.01(S) .00( ) 2.06( ) 5.48( ) .20(S) .58(S) 1.35(S) .00( ) ' 8 23. 180.00 212.80 18.11 .00 233.81 238.48 26.67 26.47 15.45 11.24 2.71( ) 3.07( ) 6.99(S) .00( ) 2.06( ) 5.48( ) .20(S) .58(S) 1.35(S) .00( ) 8 24. 179.34 212.07 18.09 .00 232.96 237.64 26.64 26.45 15.42 10.92 2.70( ) 3.07( ) 6.98(S) .00( ) 2.05( ) 5.48( ) .20(S) .58(S) 1.34(S) .00( ) - 8 25. 178.68 211.35 18.07 .00 232.11 236.79 26.62 26.43 15.40 11.22 ' 2.70( ) 3.06( ) 6.96(S) .00( ) 2.05( ) 5.48( ) .20(S) .58(S) 1.34(S) .00( ) 8 26. 178.03 210.62 18.05 .00 231.26 235.94 26.60,, 26.41 15.37 10.89 2.69( ) 3.06( ) 6.94(S) .00( ) 2.05( ) 5,.47( ) .20(S) .57(S) 1.33(S) ..00( ) 8 27. 177.37 209.90 18.03 .00 230.42 235.09 26.58 26.38 15.34 11.19 ' 2.69( ) 3.06( ) 6.93(S) .00( ) 2:04( ) 5.47( ) .20(S) .57(S) 1.32(S) .00( ) 8 28. 176.72 209.18 18.01 .00 229.58 234.24 26.56 26.36 15.32 10.87 2.68( ) 3.05( ) 6.91(5) .00( ) 2.04( ) 5.47( ) .20(S) .57(S) 1.32(S) .00( ) 8 29. 176.07 208.46 17.98 .00 228.73 233.40 26.53 26.34 15.29 11.17 ' 2.68( ) 3.05( ) 6.90(S) .00( >- 2.04( ) 5.47( ) .20(S) .57(S) 1.31(S) .00( ) 8 30. 175.41 207.74 17.95 .00 227.90 232.55 26.51 26.32 15.27 10.84 8 31. 2.67( 174.74 ) 3.04( ) 207.03 6.88(S) 17.92 .00( ) .00 2.03( ) 227.06 5.47( ) 231.71 .20(S) 26.49 .57(S) 26.30 1.31(S) 15.24 .00( 11.14 ) 2.67( ) 3.04( ) 6.86(S) .00( ) 2.03( ) 5.47( ) .20(S) .57(S) 1.30(S) .00( ) 8 32. 174.05 206.32 17.89 .00 226.23 230.87 26.47 26.27 15.22 10.82 _ - 2.66( ) 3.03( ) 6.85(S) .00( ) 2.03( ) 5.47( ) .20(S) .57(S) 1.29(S) .00( ) 8 33. 173.33 205.61 17.86 .00 225.40 230.03 26.44 26.25 15.19 11.12 2.66( ) 3.03( ) 6.83(S) .00( ) 2.02( ) 5.47( ) .20(S) .57(S) 1.29(S) .00( ) 8 34. 172.59 204.89 17.83 .00 224.57 229.19 26.42 26.23 15.17 10.79 2.65( ) 3.02( ) 6.82(S) .00( ) 2.02( ) 5.46( ) .20(S) .57(S) 1.28(S) .00( ) 8 35. 171.82 204.19 17.80 .00 223.75 228.35 26.40 26.21 15.14 11.09 ' 2.64( ) 3.02( ) 6.80(S) - .00( ) 2.02( ) 5.46( ) .20(S) .57(S) 1.28(S) .00( ) 8 36. 171.03 203.48 17.77 .00 222.92 227.52 26.38 26.19 15.12 10.77 2.64( ) 3.01( ) 6.78(S) .00( ) 2.01( ) 5.46( ) .20(S) .57(S) 1.27(S) .00( ) 8 37. 170.21 202.77 17.75 .00 222.10 226.69 26.36 26.16 15.09 11.06 2.63( ) 3.01( ) 6.77(S) .00( ) 2.01( ) 5.46( ) .20(S) .57(S) 1.26(S) .00( ) 8 38. 169.37 202.06 17.72 .00 221.28 225.86 26.33 26.14 15.07 10.74 2.62( ) 3.00( ) 6.75(S) .00( ) 2.00( ) 5.46( .) .20(S) .57(S) 1.26(S) .00( ) 8 39. 168.51 201.34 17.69 .00 220.45 225.04 26.31 26.12 15.04 11.04 - 2.62( ) 3.00( ) 6.74(S) .00( ) 2.00( ) 5.46( ) .20(S) .57(S) 1.25(S) .00( ) ' 8 40. 167.64 200.62 17.66 .00 219.63 224.21 26.29 26.10 15.02 10.71 2.61( ) 2.99( ) 6.72(S) .00( ) 2.00( ) 5.46( ) .20(S) .57(S) 1.25(S) .00( ) 8 41. 166.75, 199.90 17.63 .00 218.80 223.39 26.27 26.08 14.99 11.01 2.60( ) 2.99( ) 6.70(S) .00( ) 1.99( ) 5.46( ) .19(S) .57(S) 1.24(S) .00( ) . 8 42. 165.85 199.16 17.60 .00 217.96 222.56 26.25 26.05 14.97 10.69 ' 2.60( ) 2.98( ) 6.69(S) .00( ) 1.99( ) 5.45( ) .19(S) .56(S) 1.24(S) .00( ) 8 43. 164.94 198.42 17.57 .00 217.12 221.74 26.22 26.03 14.94 10.99 2.59( ) 2.98( ) 6.67(S) .00( ) 1.99( ) 5.45( ) .19(S) .56(S) 1.23(S) .00( ) 8 44. 164.02 197.67 17.54 .00 216.26 220.91 26.20 26.01 14.92 10.66 ' 2.58( ) 2.97( ) 6.66(S) .00( ) 1.98( ) 5.45( ) .19(S) .56(S) 1.22(S) .00( ) 8 45. 163.09 196.90 17.51 .00 215.40 220.08 26.18 25.99 14.89 10.96. 2.57( ) 2.97( ) 6.64(S) .00( ) 1.98( ) 5.45( ) .19(S) .56(S) 1.22(S) .00( ) 8 46, 162.16 196. 12 17.48 .00 214.53 219.25 '26. 16 25.97 14.87 10.64 ' 2.57( ) 2.96( ) . 6.62(S) .00( ) 1.97( ) 5.45( ) .19(S) .56(S) 1.21(S) .00( ) 8 47. 161.23 195.33 17.45 .00 213.64 218.41 26.14 25.94 14.85 10.94 2.56( ) 2.96( ) 6.61(S) .00( ) 1.97( ) 5.45( ) .19(S) .56(S) 1.21(S) .00( ) 8 48. 160.30 194.52 17.42 .00 212.74 217.56 26.11 25.92 14.82 10.61 2.55( ) 2.95( ) 6.59(S) .00( ) 1.97( ) 5.45( ) .19(5) .56(S) 1.20(S) .00( ) ' 8 49. 159.37 193.70 17.39 .00 211.83 216.71 26.09 25.90 14.80 10.91 2.54( ) 2.95( ) 6.58(S) .00( ) 1.96( ) 5.44( ) .19(S) .56(S) 1.20(S) .00( ) 8 50. 158.44 192.86 17.36 .00 210.90 215.85 26.07 25.88 14.77 10.59 ' 8 51. 2.54( 157.51 ) 2.94( ) 192.01 6.56(S) 17.34 .00( ) .00 1.96( ) 209.96 5.44( ) 214.97 .19(S) 26.05 .56(S) 25.85 1.19(S) 14.75 .00( 10.89 ) 2.53( ) 2.93( ) 6.54(S) .00( ) 1.95( ) 5.44( ) .19(S) .56(S) 1.19(S) .00( ) 8 52. 156.58 191.15 17.31 .00 209.01 214.09 26.03 25.83 14.73 10.56 2.52( ) 2.93( ) 6.53(S) .00( ) 1.95( ) 5.44( ) .19(S) .56(S) 1.18(S) .00( ) 8 53. 155.66 190.27 17.28 .00 208.04 213.20 26.00 25.81 14.70 10.86 ' 2.51( ) 2.92( ) 6.51(S) .00( ) 1.95( ) 5.44( ) .19(8) .56(S) 1.17(S) .00( ) 8 54. 154.74 189.39 17.25 .00 207.07 212.29 25.98 25.79 14.68 10.54 2.51( ) 2.92( ) 6.50(S) .00( ) 1.94( ) 5.44( ) .19(S) .56(S) 1.17(S) .00( ) 8 55. 153.83 188.49 17.22 .00 206.08 211.37 25.96 25.76 14.65 10.84 ' 2.50( ) 2.91( ) 6.48(S) .00( ) 1.94( ) 5.44( ) .19(S) .56(S) 1.16(S) .00( ) 8 56. 152.92 187.58 17.19 .00 205.08 210.44 25.94 25.74 14.63 10.52 2.49( ) 2.90( ) 6.47(S) .00( ) 1.93( ) 5.43( ) .19(S) .56(S) 1.16(S) .00( ) 8 57. 152.02 186.67 17.16 .00 204.08 209.50 25.91 25.72 14.61 10.81 2.48( ) 2.90( ) 6.45(S) .00( ) 1.93( ) 5.43( ) .19(S) .55(S) 1.15(S) .00( ) ' 8 58. 151.13 185.75 17.13 .00 203.07 208.55 25.89 25.69 14.58 10.49 2.48( ) 2.89( ) 6.43(S) .00( ) 1.92( ) 5.43( ) .19(S) .55(S) 1.15(S) .00( ) 8 59. 150.24 184.83 17.10 .00 202.05 207.59 25.87 25.67 14.56 10.79 2.47( ) 2.88( ) 6.42(S) .00( ) 1.92( ) 5.43( ) .19(S) .55(S) 1.14(S) .00( ) ' 9 0. 149.35 183.90 17.07 .00 201.03 206.62 25.85 25.65 14.54 10.47 2.46( ) 2.88( ) 6.40(S) .00( ) 1.91( ) 5.43( ) .19(S) .55(5) 1.14(S) .00( ) 9 1. 148.48 182.96 17.04 .00 200.01 205.64 25.82 25.63 14.51 10.77 2.45( ) 2.87( ) 6.39(S) .00( ) 1.91( ) 5.43( ) .19(S) .55(S) 1.13(S) .00( ) 9 2. 147.61 182.03 17.02 .00 198.98 204.65 25.80 25.60 14.49 10.44 ' 2.45( ) 2.86( ) 6.37(S) .00( ) 1.90( ) 5.42( ) .19(S) .55(S) 1.13(S) .00( ) 9 3. 146.73 181.09 16.99 .00 197.95 203.66 25.78 25.58 14.47 10.74 2.44( ) 2.86( ) 6.35(S) .00( ) 1.90( ) 5.42( ) .19(S) .55(S) 1.12(S) .00( ) 9 4. 145.85 180.16 16.96 .00 196.92 202.66 25.75 25.56 14.44 10.42 ' 2.43( ) 2.85( ) 6.34(S) .00( ) 1.89( ) 5.42( ) .19(S) .55(S) 1.11(S) .00( ) 9 5. 144.96 179.22 16.93 .00 195.89 201.66 25.73 25.53 14.42 10.72 2.434 ) 2.84( ) 6.32(S) .00( ) 1.89( ) 5.42( ) .19(S) .55(S) 1.11(S) .00( ) 9 6, 144.03 178.29 16.90 .00 194.87 200.65 25.71 25.51 14.40 10.39 ' 2.42( ) 2.84( ) 6.31(S) .00( ) 1.88( ) 5.42( ) .19(S) .55(S) 1.10(S) .00( ) 9 7. 143.08 177.35 16.87 .00 193.84 199.64 25.69 25.49 14.38 10.69 2.41( ) 2.83( ) 6.29(S) .00( ) 1.88( ) 5.42( ) .19(5) .55(S) 1.10(S) .00( ) 9 8. 142.09 176.42 16.84 �.00 192.82 198.62 25.66 25.46 14.35 10.37 u 1 t 1 'J 1 u 9 9. 9 10. 9 11. 9 12. 9 13. 9 14. 9 15. 9 16. 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. 42. 43. 44. 45. 46. 47. 2.40( ) 2.82( ) 6.28(S) .00( ) 1.88( ) 5.41C ) .19(S) .55(S) 1.09(5) .00( ) 141.06 175.49 16.81 .00 191.79 197.61 25.64 25.44 14.33 10.67 2.39( ) 2.82( ) 6.26(S) .00( ) 1.87( ) 5.41( ) .19(S) .55(S) 1.09(S) .00( ) 140.00 174.57 16.76 .00 190.78 196.59 25.62 25.42 14.31 10.35 2.38( ) 2.81( ) 6.24(S) .00( ) 1.87( ) 5.41( ) .19(S) .55(S) : 1.08(S) .00( ) 138.90 173.64 16.70 .00 189.76 195.58 25.59 25.39 14.28 10.64 2.37( ) 2.80( ) 6.23(S) .00( ) 1.86( ) 5.41( ) .19(S) .55(S) 1.08(S) .00( ) 137.77 172.71 16.64 .00 188.74 194.56 25.57 25.37 14.26 10.32 2.36( ) 2.80( ) 6.21(S) .00( ) 1.86( ) 5.41( ) .19(5) .54(S) 1.07(S) .00( ) 136.61 171.78 16.58 .00 187.73 193.55 25.55 25.35 14.24 10.62 2.35( ) 2.79( ) 6.20(S) .00( ) 1.85( ) 5.41( ) .19(S) .54(S) 1.07(S) .00( ) 135.41 170.84 16.52 .00 186.71 192.53 25.52 25.32 14.22 10.30 2.34( ) 2.78( ) 6.18(S) .00( ) 1.85( ) 5.40( ) .19(S) .54(S) 1.06(S) .00( ) 134.18 169.89 16.46 .00 185.68 191.52 25.50 25.30 14.19 10.60 2.33( ) 2.78( ) 6.17(S) .00( ) 1.84( ) 5.40( ) .19(S) .54(S) 1.06(S), .00( ) 132.91 168.93 16.40 .00 184.64 190.51 25.48 25.27 14.17 10.27 2.32( ) 2.77( ) 6.15(S) .00() 1.84( ) 5.40( ) .19(S) .54(S) 1.05(S) .00( ) 131.63 167.96 16.34 .00 183.60 189.49 25.45 25.25 14.15 10.57 2.31( ) 2.76( ) 6.14(S) .00( ) 1.83( ) 5.40( ) .19(S) .54(S) 1.05(S) .00( ) 130.33 166.97 16.28 .00 182.54 188.47 25.43 25.23 14.13 10.25 2.30( ) 2.75( ) 6.12(S) .00( ) 1.83( ) 5.40( ) .18(S) .54(S) 1.04(S) .00( ) 129.02 165.97 16.22 .00 181.46 187.45 25.41 25.20 14.11 10.55 2.29( ) 2.75( ) 6.11(S) .00( ) 1.82( ) 5.39( ) .18(S) .54(S) 1.04(S) .00( ) 127.71 164.94 16.17 .00 180.37 186.42 25.38 25.18 14.08 10.23 2.28( ) 2.74( ) 6.09(S) .00( ) 1.82( ) 5.39( ) .18(S) .54(S) 1.03(S) .00( ) 126.40 163.89 16.11 .00 179.26 185.39 25.36 25.15 14.06 10.53 2.26( ) 2.73( ) 6.08(S) .00( ) 1.81( ) 5.39( ) .18(S) .54(S) 1.03(S) .00( ) 125.10 162.82 16.05 .00 178.13 164.34 25.34 25.13 14.04 10.20 2.25( ) 2.72( ) 6.06(S) .00( ) 1.80( ) 5.39( ) .18(S) .54(S) 1.02(S) .00( ) 123.81 161.73 15.99 .00 176.98 183.29 25.31 25.11 14.02 10.50 2.24( ) 2.71( ) 6.05(S) .00( ) 1.80( ) 5.39( ) .18(S) .54(S) 1.02(S) .00( ) 122.52 160.62 15.93 .00 175.80 182.22 25.29 25.08 14.00 10.18. 2.23( ) 2.71( ) 6.03(S) .00( ) 1.79( ) 5.38( ) .18(S) .54(S) 1.01(S) .00( ) 121.25 159.48 15.88 .00 174.61 181.13 '25.27 25.06 13.97 10.48 2.22( ) 2.70( ) 6.02(S) .00( ) 1.79( ) 5.38( ) .18(S) .54(S) 1.01(S) .00( ) 119.99 158.32 15.82 .00 173.39 180.03 25.24 25.03 13.95 10.16 2.20( ) 2.69( ) 6.00(S) .00( ) 1.78( ) 5.38( ) .18(S) .54(S)- 1.00(S) .00( ) 118.72 157.15 15.76 .00 172.16 178.91 25.22 25.01 13.93 10.46 2.19( ) 2.68( ) 5.99(S) .00( ) 1.77( ) 5.38( ) .18(S) .53(S) 1.00(S) .00( ) 117.42 155.95 15.71 .00 170.90 177.78 25.19 24.99 13.91 10.13 2.18( ) 2.67( ) 5.97(S) .00( ) 1.77( ) 5.38( ) .18(S) .53(S) .99(S) .00( ) 116.07 154.74 15.65 .00 169.63 176.63 25.17 24.96 13.89 10.43 2.17( ) 2.66( ) 5.96(S) .00( ) 1.76( ) 5.37( ) .18(S) .53(S) .99(S) .00( ) 114.64 153.51 15.59 .00 168.34 175.45 25.15 24.94 13.87 10.11 2.16( ) 2.65( ) 5.94(S) .00( ) 1.75( ) 5.37( ) .18(S) .53(S) .98(S) .00( ) 113.13 152.27 15.54 .00 167.03 174.26 25.12 24.91 13.84 10.41 2.14( ) 2.64( ) 5.93(S) .00( ) 1.75( ) 5.37( ) .18(S) .53(S) .98(S) .00( ) 111.53 151.02 15.48 .00 165.72 173.06 25.10 24.89 13.82 10.09 2.13( ) 2.63( ) 5.91(S)- .00( ) 1.74( ) 5.37( ) .18(S) .53(S) .97(S) .00( ) 109.85 149.76 15.42 .00 164.39 171.83 25.07 24.86 13.80 10.39 2.11( ) 2.62( ) 5.90(S) .00( ) 1.73( ) 5.36( ) .18(5) .53(S) .97(S) .00( ) 108.10 148.49 15.37 .00 163.06 170.59 25.05 24.84 13.78 10.06 2.09( ) 2.61( ) 5.88(S) .00( ) 1.73( ) 5.36( ) .18(S) .53(S) .96(S) .00( ) 106.29 147.21 15.31 .00 161.71 169.34 25.03 24.82 13.76 10.36 2.08( ) 2.60( ) 5.87(S) .00( ) 1.72( ) 5.36( ) .18(S) .53(S) .96(S) .00( ) 104.44 145.92 15.26 .00 160.36 168.07 25.00 24.79 13.74 10.04 2.06( ) 2.59( ) 5.86(S) .00( ) 1.71( ) 5.36( ) .18(S) .53(S) .95(S) .00( ) 102.55 144.61 15.20 .00- 158.99 166.79 24.98 24.77 13.72 10.35 2.04( ) 2.58( ) 5.84(S) .00( ) 1.71( ) 5.35( ) .18(5) .53(S) .95(S). .00( ) 100.65 143.28 15.15 .00 157.61 165.49 24.95 24.74 13.70 10.04 2.02( ) 2.57( ). 5.83(S) .00( ) 1.70( ) 5.35( ) .18(S) .53(S) .94(S) .00( ) 98.76 141.94 15.09 .00 156.21 164.19 24.93 24.72 13.68 10.35 2.00( ) 2.56( ) 5.81(S) .00( ) 1.69( ) 5.35( ) .18(S) .53(S) .94(S) .00( ) 96.87 140.56 15.04 .00 154.79 162.87 24.90 24.69 13.65 10.04 1.98( ) 2.54( ) 5.80(S) .00( ) 1.68( ) 5.35( ) .18(S) .53(S) .93(S) .00( ) 95.01 139.16 14.98 .00 153.35 161.54 24.88 24.67 13.63 10.35 1.96(.Y 2.53( ) 5.79(S) .00( ) 1.68( ) 5.34( ) .18(S) .52(S) .93(S) . .00( ) 93.18. 137.73 14.93 .00 151.88 160.19 24.86 24.64 13.61 10.04 1.94( ) 2.52( ) 5.77(S) .00( ) 1.67( ) 5.34( ) .18(S) .52(S) .92(S) .00( ) 91.40 136.27 14.88 .00 150.38 158.83 24.83 24.62 13.59 10.35 1.93( ) 2.51( ) 5.76(S) .00( ) 1.66( ) 5.34( ) .18(S) .52(S) .92(S) .00( ) 89.66 134.78 14.82 .00 148.85 157.45 24.81 24.59 13.57 10.04 1.91( ) 2.50( ) 5.74(S) .00( ) 1.65( ) 5.33( ) .18(S) .52(S) .91(S) .00( ) 87.95 133.25 14.77 .00 147.29 156.05 24.78 24.57 13.55 10.35 1.89( ) 2.48( ) 5.73(S) .00( ) 1.64( ) 5.33( ) .18(S) .52(S) .91(S) .00( ) 86.28 131.69 14.72 .00 145.69 154.63 24.76 24.54 13.53 10.04 1.87( ) 2.47( ) 5.72(S) .00( ) 1.63( ) 5.33( ) .18(S) .52(S) .90(S) .00( ) 84.64 130.10 14.66 .00 144.07 153.19 24.73 24.52 13.51 10.35 I 1.85( ) 2.45( ) 5.70(S) 9 48. 83.03 128.48 14.61 1.84( ) 2.44( ) 5.69(S) 9 49. 81.45 126.85 14.56 1.82( ) 2.43( ) 5.67(S) 9 50. 79.91 125.19 14.50 1.80( ) 2.41( ) 5.66(S) 9 51. 78.43 123.53 14.45 1.79( ) 2.40( ) 5.65(S) 9 52. 77.00 121.85 14.40 1.77( ) 2.38( ) 5.63(s) 9 53. 75.63 120.17 14.35 1.75( ) 2.37( ) 5.62(S) 9 54. 74.34 118.49 14.29 1.74( ) 2.35( ) 5.61(S) 9 55. 73.11 116.81 14.24 1.73( ) 2.33( ) 5.59(S) 9 56. 71.95 115.14 14.19 1.71( ) 2.32( ) 5.58(S) 9 57. 70.87 113.48 14.14 1.70( ) 2.30( ) 5.57(S) 9 58. 69.85 111.84 14.09 1.69( ) 2.29( ) 5.55(S) 9 59. 68.91 110.21 14.04 1.68( ) 2.27( ) 5.54(S) 10 0. 68.03 108.61 13.99 1.67( ) 2.26( ) 5.53(S) .00( ) 1.62( ) 5.32( ) .18(S) .52(S) .90(S) .00( ) .00 142.41 151.72 24.71 24.50 13.49 10.04 .00( ) 1.62( ) 5.32( ) .18(S) .52(S) .90(S) .00( ) .00 140.74 150.23 24.68 24.47 13.47 10.35 .00( ) 1.61( ) 5.32( ) .18(S) .52(S) .89(S) .00( ) .00 139.04 148.71 24.66 24.45 13.45 10.04 .00( ) 1.60( ) 5.31( ) .18(S) .52(S) .89(S) .00( ) .00 137.33 147.17 24.64 24.43 13.44 10.35 .00( ) 1.59( ) 5.31( ) .18(S) .52(S) .88(S) .00( ) .00 135.60 145.60 24.61 24.41 13.42 10.04 .00( ) 1.58( ) 5.31( ) .17(S) .52(S) .88(S) .00( ) .00 133.86 144.01 24.59 24.39 13.40 10.35 .00( ) 1.57( ) 5.30( ) .17(S) .52(S) .87(S) .00( ) .00 132.13 142.40 24.57 24.36 13.38 10.04 .00( ) 1.56( ) 5.30( ) .17(S) .52(S) .87(S) .00( ) .00 130.39 140.77 24.54 24.34 13.36 10.35 .00( ) 1.55( ) 5.29( ) .17(S) .52(S) .86(S) .00( ) .00 128.65 139.13 24.52 24.32 13.34 10.04 .00( ) 1.54( ) 5.29( ) .17(S) .51(S) .86(S) .00( ) .00 126.93 137.47 24.50 24.31 13.32 10.35 .00( ) 1.53( ) 5.29( ) .17(S) .51(S) .86(S) .00( ) .00 125.21 135.81 24.48 24.29 13.30 10.03 .00( ) 1.52( ) 5.28( ) .17(s) .51(S) .85(S) .00( ) .00 123.51 134.13 24.45 24.27 13.28 10.34 .00( ) 1.50( ) 5.28( ) .17(S) .51(S) .85(S) .00( ) .00 121.83 132.46 24.43 24.25 13.27 10.03 .00( ) 1.49( ) 5.27( ) .17(s) .51(S) .84(S) .00( ) McCLELLANDS BASIN MODEL (FULLY INTEGRATED) EXISTING CONDITIONS JUNE 26, 2000 ADOPTED 100-YEAR EVENT FILE: MMC2-100.DAT THE SEAR -BROWN GROUP. HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 6 CONVEYANCE ELEMENTS THE UPPER NUMBER IS DISCHARGE IN CFS ' THE LOWER NUMBER IS ONE OF THE FOLLOWING CASES: ( ) DENOTES DEPTH ABOVE INVERT IN FEET (S) DENOTES STORAGE IN AC -FT FOR DETENTION DAM. DISCHARGE INCLUDES SPILLWAY OUTFLOW. ' (I) (D) DENOTES GUTTER INFLOW IN DENOTES DISCHARGE IN CFS CFS FROM DIVERTED SPECIFIED INFLOW FROM THIS GUTTER HYDROGRAPH (0) DENOTES STORAGE IN AC -FT FOR SURCHARGED GUTTER TIME(HR/MIN) 588 594 601 602 605 691 ' 0 1. .01 .00 .00 .00 .00 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 2. .02 .01 .00 .00 .01 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) ' 0 3. .03 .02 .00 .00 .03 .00 .00( ) .00( ) .00( ) .00(S) .00( ) .00( ) 0 4. .05 .02 .00 .00 .03 .00 .00( ) .00( ) .00( ) .00(S) .00(s) .00( ) 0 5. .06 .04 .01. .00 .03 .00 ' .00( ) .00( ) .00( ) .00(S) .00(S) .00( ) 0 6. .10 .04 .02 .00 .03 .00 .00( ) .00( ) .00( ) .00(s) .00(S) .00( ) 0 7. .79 .37 .03 .00 .04 .00 ' .00( ) .00( ) .00(S) .00(S) .00(S) .00( ) 0 8. 2.50 .96 .04 .02 .05 .00 .00( > .00(S) .00(S) .00(S) .01(S) .00( ) 0 9. 4.27 .97 .04 .07 .09 .00 .00( ) .00(S) .00(s) .01(S) .03(S) .00( ) ' 0 10. 7.25 1.01 .05 .17 .16 .00 .00( ) .00(S) .01(s) .01(S) .06(S) .00( ) 0 11. 10.70 1.06 .07 .33 .26 .00 .00( ) .01(5) .02(S) .03(S) .11(S) .00( ) ' 0 12. 15.20 1.14 .09 .52 .40 .00 .00( ) .01(S) .03(S) .04(S) .18(S) .00( ) 0 13.. 19.38 1.25 .12 .75 .56 .00 .00( ) .02(S) .04(S) .06(S) .26(S) .00( ) ' 0 14. 23.77 1.37 .15 1.00 .74 .00 .00( ) .03(S) .06(S) .08(S) .34(S) .00( ) 0 15. 27.19 1.51 .19 1.26 .92 .00 .00( ) .04(S) .08(s) .10(S) .43(S) .00( ) 1 j' 0 16. 32.93 1.68 .23 1.52 1.13 .00 - .00( ) .05(S) .10(S) .12(S) .53(S) .00( ) ... ' 0 17. 37.84 .00( ) 1.89 .06(S) .27 .12(S) 1.78 .U(S) 1.36 .65(S) .00 .00( ) 0 18. 42.53 2.02 .33 2.07 1.63 .00 .00( ) .08(S) .15(S) .17(5) .78(S) .00( ) 0 19. 46.16 2.07 .38 2.38 1.93 .00 .00( ) .10(S) .18(S) .19(S) .92(S) .00( ) 0 20. 49.47 2.12 .44 2.73 2.25 .00 .00( ) .12(S) .21(S) .22(S) 1.08(S) .00( ) 0 21. 53.94 2.18 .51 3.10 2.59 .00 .00( ) .14(S) .24(S) .25(S) 1.25(S) .00( ) 0 22. 58.72 2.25 .57 3.51 2.97 .00 .00( ) .17(S) .28(S) .28(S) 1.43(S) .00( ) 0 23. 62.60 2.32 .64 3.97 3.38 .00 .00( ) .20(S) .31(S) .32(S) 1.63(S) .00( ) 0 24. 66.51 2.40 .72 4.47 3.82 .00 ' .00( ) .23(S) .35(S) .36(S) 1.85(5) .00( ) 0 25. 69.39 2.48 .80 5.01 4.29 .00 - .00( ) .26(S) .39(S) .40(S) 2.08(S) .00( ) 0 26. 83.03 2.57 .90 5.62 4.82 .00 .00(> 30(S) .44(S) .45(S) 2.33(S) .00( ) 0 27. 97.23 2.68 1.00 6.38 5.47 .00 .00( ) .35(S) .50(S) .51(S) 2.65(5) .00( ) 0 28, 109.77 2.74 1.13 7.33 6.26 .00 - .00( ) .41(S) .56(5) .59(S) 3.03(S) .00( ) ' 0 29. 121.02 2.79 1.28 8.47 8.26 .00 .00( ) .48(S) .64(S) .68(S) 3.49(S) .00( ) r - 0 30. 129.76 2.85 1.45 9.05 10.61 .00 .00( ) .55(5) .72(S) .79(S) 3.99(S) .00( ) ' 0 31. 161.08 2.91 1.65 9.43 13.34 .00 .00( ) .63(S) .83(S) .91(5) 4.57(S) .00( ) 0 32. 192.30 3.00 1.90 9.92 16.76 .00 .00( ) .74(S) .95(S) 1.06(S) 5.30(S) .00( ) ' 0 33. 217.82 3.09 2.21 10.52 20.34 .00 ' .00( ) .87(S) 1.11(5) 1.25(S) 6.18(S) .00( ) 0 34. 239.96 3.19 2.58 11.22 24.37 .00 .00( ) 1.01(S) 1.30(S) 1.47(S) 7.19(S) .00( ) 0 35. 256.08 3.29 2.99 11.98 28.76 .00 ' .00( ) 1.16(S) 1.51(S) 1.72(S) 8.29(5) .00( ) 0 36. 234.06 3.35 3.43 12.76 33.07 .00 .00( ) 1.31(5) 1.74(S) 1.96(S) 9.38(S) .00( ) 0 37, 214.23 .00( ) 3.60 1.43(S) 3.86 1.95(S) 13.18 2.19(S) 35.03 10.34(S) .00 .00( ) 0 38. 198.42 4.36 4.29 13.52 36.73 .00 .00( ) 1.54(S) 2.14(S) 2.38(S) 11.18(S) .00( ) 0 39. 188.51 5.06 4.67 13.82 38.00 .00 .00( ) 1.64(S) 2.32(S) 2.55(S) 11.93(5) .00( ) ' 0 40. 181.23 5.65 5.04 14.09 38.95 .00 .00( ) 1.73(S) 2.49(S) 2.71(S) 12.62(S) .00( ) 0 41. 169.01 6.09 5.38 14.34 39.84 .00 .00( ) 1.81(S) 2.65(S) 2.85(5) 13.27(S) .00( ) ' 0 42. 158.10 6.49 5.69 14.56 40.64 .00 .00( ) 1.89(S) 2.79(S) 2.98(S) 13.85(S) .00( ) 0 43. 150.03 6.85 5.98 14.76 41.36 .00 .00( ) 1.96(S) 2.93(S) 3.09(S) 14.38(S) .00( ) 0 44. 143.36 7.19 6.25 14.94 42.02 .00 ' .00( ) 2.02(S) 3.05(S) 3.19(S) 14.86(S) .00( ) 0 45. 138.90 7.51 6.45 15.10 42.64 .00 .00( ) 2.08(S) 3.17(S) 3.28(S) 15.31(S) .00( ) 0 46. 130.49 7.80 6.60 15.24 43.21 .00 ' .00( ) 2.14(S) 3.28(S) 3.36(S) 15.72(S) .00( ) 0 47. 123.74 8.06 6.74 15.37 43.73 .00 .00( ) 2.19(S) 3.38(5) 3.44(S) 16.10(5) .00( ) 0 48, 117.29 8.29 6.87 15.49 44.19 .00 .00( ) 2.23(S) 3.47(S) 3.50(S) 16.44(S) .00( ) 0 49. 112.71 8.44 6.98 15.59 44.61 .00 .00( ) 2.28(S) 3.56(S) 3.56(S) 16.75(S) .00( ) 0 50. 108.22 8.48 7.09 15.68 45.00 .00 .00( ) 2.31(S) 3.64(S) 3.61(S) 17.03(S) .00( ) ' 0 51. 104.34 8.51 7.19 15.76 45.35 .00 .00( ) 2.35(5) 3.71(S) 3.66(S) 17.29(S) .00( ) 0 52.. 100.21 8.54 7.28 15.83 45.67 .00 .00( ) 2.38(S) 3.78(S) 3.70(S) 17.53(S) .00( ) ' 0 53. 97.37 8.57 7.37 15.88 45.97 .45 .00( ) 2.41(S) 3.84(S) 3.73(S) 17.75(S) ..02( ) 0 54. 94.24 8.59 7.45 15.92 46.25 2.96 .00( ) 2.44(S) 3.90(S) 3.77(S) 17.96(S) .06( ) 0 55. 92.42 8.61 7.53 15.96 46.52 7.26 .00( ) 2.47(S) 3.96(S) 3.80(S) 18.15(S) .11( ) ' 0 56. 89.66 .00( 8.64 ) 2.50(S) 7.60 4.01(S) 15.99 3.82(S) 46.78 18.34(S) 11.94 .14( ) 0 57. 87.95 8.66 7.67 16.03 47.02 16.16 .00( ) 2.52(S) 4.07(S) 3.85(S) 18.52(S) .17( ) 0 58. 85.66 8.67 7.74 16.06 47.25 19.78 .00( ) 2.55(S) 4.11(S) 3.87(S) 18.70(S) .19( ) 0 59. 84.34 8.69 7.80 16.08 47.48 22.87 .00( ) 2.57(S) 4.15(S) 3.89(S) 18.86(S) .20( ) 1 0. 82.38 8.71 7.85 16.11 47.70 25.54 .00( ) 2.59(S) 4.19(S) 3.91(S) 19.03(S) .22( ) 1 1. 81.14 8.73 7.90 16.13 47.92 28.15 .00( ) 2.61(S) 4.23(S) 3.93(S) 19.19(S) .23( ) 1 2. 79.21 8.74 7.95 16.15 48.13 30.90 .00( ) 2.63(S) 4.27(S) 3.95(S) 19.34(S) .24( ) -' 1 3. 78.17 8.76 -8.00 16.17 48.95 33.52 .00( ) 2.64(S) 4.30(S) 3.96(S) 19.50(S) .25( ) 1 4. 76.45 8.77 8.04 16.19 52.08 35.78 .00( ) 2.66(S) 434(S) 3.97(S) 19.65(S) .26( ) 1 5. 75.62 8.78 8.09 16.21 56.60 37.68 ' .00( ) 2.68(S) 437(S) 3.99(S) 19.79(S) .27( ) 1 6. 73.93 8.80 8.13 16,22 60.89 39.24 .00( ) 2.69(S) 4.40(S) 4.00(S) 19.93(S) .27( ) -_ 1 7. 73.11 8.81 8.17 16.23 64.93 40.49 .00( ) 2.71(S) 4.43(S) 4.01(S) 20.05(S) .28( ) ' 1 8. 71.57 8.82 8.20 16.25 68.74 41.48 .00( ) 2.72(S) 4.46(S) 4.02(S) 20.18(S) .28( ) r 1 9. 70.91 8.83 8.24 16.26 72.33 42.23 .00( ) 2.74(S) 4.48(S) 4.03(S) 20.29(S) .28( ) ' 1 10. 69.54 8.84 8.26 16.27 75J1 42.78 .00( ) 2.75(S) 4.51(S) 4.04(S) 20.40(S) .29( ) 1 11. 68.91 8.85 8.29 16.28 78.88 43.14 '00( ) 2.76(S) 4.53(S) 4.05(S) 20.50(S) .29( ) ' 1 12. 67.54 8.86 8.31 16.29 81.84 43.35 ' .00( ) 2.78(S) 4.56(S) 4.05(S) 20.59(S) .29( ) 1 13. 67.02 8.87 8.33 16.30 84.60 43.41 .00( ) 2.79(S) 4.58(S) 4.06(S) 20.68(S) .29( ) 1 14. 65.78 8.88 8.36 16.31 87.17 43.35 ' .00( ) 2.80(S) 4.60(S) 4.07(S) 20.76(S) .29( ) 1 15. 65.40 8.89 8.38 16.32 89.56 43.18 .00( ) 2.81(S) 4.63(S) 4.07(S) 20.83(S) .29( ) ' 1 16, 64.15 .00( 8,90 ) 2.82(S) 8,40 4.65(S) 1632 4.08(S) 91.76 20.90(S) 42,92 .29( ) 1 17. 63.73 8.91 8.42 16.33 93.74 42.58 .00( ) 2.83(S) 4.67(S) 4.08(S) 20.97(S) .28( ) 1 18. 62.58 8.92 8.44 16.33 95.55 42.16 .00( ) 2.84(S) 4.69(S) 4.09(S) 21.02(S) .28( ) ' 1 19. 62.26 8.92 8.46 16.34 97.19 41.68 .00( ) 2.85(S) 4.71(S) 4.09(S) 21.08(S) .28( ) 1 20. 61.21 8.93 8.48 16.34 98.69 41.15 ' 1 21. .00( 60.90 ) 2.86(S) 8.94 4.72(S) 8.50 4.09(S) 16.35 21.12(S) 100.04 .28( 40.57 ) .00( ) 2.87(S) 4.74(S) 4.10(S) 21.17(S) .28( ) 1 -22. 59.83 8.95 8.51 16.35 101.26 39.96 - '00( ) 2.88(S) 4.76(S) 4.10(S) 21.20(S) .28( ) 1 23.. 59.60 8.95 8.53 16.36 102.34 39.31 ' .00( ) 2.88(S) 4 J8(S) 4.10(S) 21.24(S) .27( ) 1 24. 58.61 8.96 8.55 16.36 103.29 38.64 .00( ) 2.89(S) 4J9(S) 4.11(S) 21.27(S) .27( ) 1 25. 58.46 8.97 8.56 16.36 104.13 37.96 ' .00( ) 2.90(S) 4.81(S) 4.11(S) 21 30(S) .27( ) 1 26. 57.46 8.97 8.58 16.36 104.87 37.26 .00( ) 2.91(S) 4.83(S) 4.11(S) 21 32(S) .26( ) 1 27, 57.29 8,98 8.60 1637 105,49 36.55 .00( ) 2.91(S) 4.84(S) 4.11(S) 21 34(S) .26( ) 1 28. 56.35 8.98 8.61 16.37 106.01 35.83 - .00( ) 2.92(S) 4.86(S) 4.11(S) 21 35(S) .26( ) 1 29. 56.24 8.99 8.63 16.37 106.43 35.11 '00( ) 2.93(S) 4.87(S) 4.11(S) 21 37(S) .26( ) ' 1 30. 55.36 8.99 8.64 16.37 106.76 34.39 .00( ) 2.93(S) 4.89(S) 4.11(S) 21 38(S) .25( ) 1 31.. 55.23 9.00 8.65 16.37 107.01 - 33.67 '00( ) 2.94(S) 4.90(S) 4.11(S) 21 39(S) .25( ) 1 32. 54.32 9.00 8.67 16.37 107.17 32.96 ' .00( ) 2.94(S) 4.91(S) 4.11(S) 21 39(S) .25( ) 1 33. 54.24 9.00 8.68 16.37 107.25 32.25 .00( ) 2.95(S) 4.92(S) 4.11(S) 21 39(S) .24( ) - 1 34. 53.39 9.01 8.69 16.37 107.26 31.54 .00( ) 2.96(S) 4.94(S) 4.11(S) 21.39(S) .24( ) 1 35. .53.36 9.01 8.70 16.37 107.20 30.85 -.- , .00( ) 2.96(S) 4.95(S) 4.11(S) 21.39(S) .24( ) 1 36. 52.48 9.02 8.71 16.37 107.08 30.16 .00( ) 2.96(S) 4.96(S) 4.11(S) 21.39(S) .24( ) 1 37. 52.42 9.02 8.72 16.37 106.90 29.48 .00( ) 2.97(S) 4.97(S) 4.11(S) 21.38(S) .23( ) ' 1 38. 51.58 9.02 8.73 16.36 106.66 28.83 .00( ) 2.97(S) 4.98(S) 4.11(S) 21.37(S) .23( ) 1 39. 51.57 9.03 8.74 16.36 106.36 28.28 .00( ) 2.98(S) 4.99(S) 4.11(S) 21.37(S) .23( ) ' 1 40. 50.78 9.03 8.75 16.36 106.01 27.83 .00( ) 2.98(S) 5.00(S) 4.10(S) 21.35(S) .23( ) 1 41. 50.76 9.03 8.76 16.35 105.63 27.39 .00( ) 2.99(S) 5.01(S) .4.10(S) 21.34(S) .22( ) 1 42. 49.97 9.04 8.77 16.35 105.21 26.96 ' .00( ) 2.99(S) 5.01(S) 4.10(S) 21.33(S) .22( ) 1 43. 49.99 9.04 8.78 16.34 104.75 26.51 .00( ) 2.99(S) 5.02(S) 4.09(S) 21.31(S) .22( ) 1 44. 49.24 9.04 8.79 16.34 104.26 26.07 ' .00( ) 3.00(S) 5.03(S) 4.09(S) 21.30(S) .22( ) 1 45. 49.31 9.04 8.79 16.33 103.75 25.63 .00( ) 3.00(S) 5.04(S) 4.09(S) 21.28(S) .22( ) 1 46, 48.55 9.05 8.80 16.33 103.22 25.18 .00( ) 3.00(S) 5.05(S) 4.08(S) 21.27(S) .21( ) 1 47. 48.60 9.05 8.81 16.32 102.66 24.73 .00( ) 3.00(S) 5.06(S) 4.08(S) 21.25(S) .21( ) r 1 48. 47.87 9.05 8.82 16.32 102.08 24.28 .00( ) 3.01(S) 5.06(S) 4.07(S) 21.23(S) .21( ) ' 1 49. 47.96 9.05 8.82 16.31 101.48 23.83 .00( ) 3.01(S) 5.07(S) 4.07(S) 21.21(S) .21( ) 1 50. 47.27 9.05 8.83 16.31 100.86 23.39 .00( ) 3.01(S) 5.08(S) 4.07(S) 21.19(S) .21( ) ' 1 51. 47.34 9.05 8.84 16.30 100.22 22.94 .00( ) 3.01(S) 5.08(S) 4.06(S) 21.17(S) .20( ) 1 52. 46.62 9.06 8.84 16.29 99.57 22.50 .00( ) 3.02(S) 5.09(S) 4.06(S) 21.15(S) .20( ) 1 53. 46.72 9.06 8.85 16.29 98.90 22.06 ' .00( ) 3.02(S) 5.10(S) 4.05(S) 21.13(S) .20( ) 1 54. 46.04 9.06 8.86 16.28 98.22 21.62 .00( ) 3.02(S) 5.10(S) 4.05(S) 21.11(S) .20( ) ' 1 55, 46.17 .00( ) 9.06 3.02(S) 8.86 5.11(S) 16.27 4.04(S) 97.52 21.09(S) 21.19 .19( ) 1 56. 45.47 9.06 8.87 16.27 96.82 20.76 .00( ) 3.02(S) 5.11(S) 4.03(S) 21.06(S) .19( ) 1 57. 45.57 9.06 8.87 16.26 96.10 20.33 .00( ) 3.02(S) 5.12(S) 4.03(S) 21.04(S) .19( ) 1 58. 44.89 9.06 8.88 16.25 95.37 19.90 .00( ) 3.02(S) 5.13(S) 4.02(S) 21.02(S) .19( ) 1 59. 45.03 9.06 8.89 16.25 94.63 19.48 .00( ) 3.03(S) 5.13(S) 4.02(S) 20.99(S) .19( ) ' 2 0. 44.39 9.06 8.89 16.24 93.89 19.07 .00( ) 3.03(S) 5..14(S) 4.01(S) 20.97(S) .18( ) 2 1. 43.04 9.06 8.89 16.23 93.05 18.64 .00( ) 3.03(S) 5.14(S) 4.01(S) 20.94(S) .18( ) 2 2. 40.91 9.06 8.90 16.22 92.01 18.16 ' .00( ) 3.02(S) 5.14(S) 4.00(S) 20.91(S) .18( ) 2 3. 39.53 9.06 8.90 16.20 90.72 17.62 .00( ) 3.02(S) 5.14(S) 3.99(S) 20.87(S) .18( ) 2 4. 37.60 9.06 8.90 16.19 89.23 17.03 .00( ) 3.02(S) 5.14(S) 3.97(S) 20.82(S) .17( ) 2 5. 36.51 9.06 8.89 16.17 87.61 16.39 .00( ) 3.01(S) 5.14(S) 3.96(S) 20.77(S) .17( ) 2 6, 34.89 9.05 8.89 16.15 85.88 15.71 .00( ) 3.01(S) 5.14(S) 3.94(S) 20.72(S) .16( ) ' 2 7. 34.12 9.05 8.89 16.13 84.05 15.01 .00( ) 3.00(S) 5.13(S) 3.93(S) 20.66(S) .16( ) 2 8. 32.80 9.04 8.88 16.10 82.07 14.28 .00( ) 3.00(S) 5.13(S) 3.91(S) 20.60(S) .16( ) 2 9. 32.28 9.04 8.88 16.08 79.99 13.55 .00( ) 2.99(S) 5.12(S) 3.89(S) 20.53(S) 1.15( ) 2 10. 31.18 9.03 8.87 16.06 77.89 1?.81 ' 2 11. .00( ) 30.86 2.98(S) 9.03 5.12(S) 8.86 3.87(S) 16.03 20.46(S) 75.79 - .15( ) 12.06 .00( ) 2.98(S) 5.11(S) 3.85(S) 20.40(S) .14( ) 2 12. 29.92 9.02 8.86 16.01 73.69 11.32 .00( ) 2.97(S) 5.10(S) 3.83(S) 20.33(S) .14( ) ' 2 13. 29.74 9.01 8.85 15.98 71.61 10.57 .00( ) 2.96(S) 5.10(S) 3.82(S) 20.27(S) .13( ) ' 2 14. 28.93 .00( ) 9.01 2.95(S) 8.84 5.09(S) 15.96 3.80(S) 69.55 20.20(S) 9.84 .13( ) 2 15. 28.85 9.00 8.83 15.93 67.52 9.11 '- .00( ) 2.95(S) 5.08(S) 3.78(S) 20.14(S) .12( ) 2 16. 28.12 9.00 8.83 15.91 65.51 8.40 .00( ) 2.94(S) 5.07(S) 3.76(S) 20.07(S) .11( ) 2 17. 28.11 8.99 8.82 15.88 63.53 7.69 .00( ) .2.93(S) 5.06(S) 3.74(S) 20.01(S) .11( ) 2 18. 27.45 8.98 8.81 15.86 61.59 7.00 .00( ) 2.92(S) 5.06(S) 3.72(S) 19.95(S) .10( ) 2 19. 27.50 8.97 8.80 15.83 59.67 6.31 .00( ) 2.91(S) 5.05(S) 3.70(S) 19.89(S) AN ) 2 20. 26.88 8.97 8.79 15.80 57.79 5.65 2 21. .00( ) 26.97 2.90(S) 8.96 5.04(S) 8.78 3.68(S) 15.76 19.83(S) 55.93 .09( 4.99 ) ' .00( ) 2.89(S) 5.03(S) 3.66(S) 19.77(S) .08( ) 2 22. 26.39 8.95 8.77 15.73 54.12 4.36 ,.00( ) 2.88(S) 5.02(S) 3.64(S) 19.71(S) .08( ) 2 23. 26.51 8.95 8.77 15.69 52.34 3.74 ' .00( ) 2.87(S) 5.01(S) 3.62(S) 19.66(S) .07( ) 2 24. 25.96 8.94 8.76 15.66 50.59 3.13 .00( ) 2.87(S) 5.00(S) 3.60(S) 19.60(S) .06( ) 2 25, 26.11 8.93 8.75 15.62 49.23 2.55 .' .00( ) 2.86(S) 4.99(S) 3.58(S) 19.55(S) .06( ) 2 26. 25.58 8.92 8.74 15.59 48.91 1.99 .00( ) 2.85(S) 4.98(S) 3.56(S) 19.49(S) .05( ) r - 2 27. 25.75 8.91 8.73 15.55 48.60 1.46 .00( ) 2.84(S) 4.97(S) 3.54(S) 19.44(S) .04( ) ' 2 28. 25.24 8.91 8.72 15.51 48.27 1.01 .00( ) 2.83(S) 4.96(S) 3.52(S) 19.38(S) .03( ) 2 29. 25.43 8.90 8.71 15.48 48.11 .69 .00( ) 2.82(S) 4.95(S) 3.50(S) 19.32(S) .03( ) ' 2 30. 24.93 8.89 8.70 15.44 48.03 .49 ' .00( ) 2.81.(S) 4.95(S) 3.48(S) 19.27(S) .02( ) 2 31. 25.13 8.88 8.69 15.41 47.95 .37 .00( ) 2.80(S) 4.94(S) 3.46(S) 19.21(S) .02( ) 2 32. 24.65 8.87 8.68 15.37 47.87 .28 ' .00( ) 2.79(S) 4.93(S) 3.43(S) 19.15(S) .02( ) 2 33. 24.86 8.86 8.67 15.34 47.79 .22 .00( ) 2.78(S) 4.92(S) 3.41(S) 19.09(S) .01( ) ' 2 34, 24.39 .00( ) 8.86 2.77(S) 8.66 4.91(S) 15.30 3.39(S) 47.71 19.03(S) .18 .01( ) 2 35. 24.61 8.85 8.65 15.26 47.63 .15 .00( ) 2.76(S) 4.90(S) 3.37(S) 18.98(S) .01( ) 2 36. 24.15 8.84 8.64 15.23 47.55 .12 .00( ) 2.75(S) 4.89(S) 3.35(S) 18.92(S) .01( ) 2 37. 24.38 8.83 8.63 15.19 47.47 .10 .00( ) 2.74(S) 4.88(S) 3.33(S) 18.86(S) .01( ) 2 38. 23.92 8.82 8.62 15.16 47.39 .09 .00( ) 2.73(S) 4.87(S) 3.31(S) 18.80(S) .01( ) ' 2 39. 24.16 8.81 8.61 15.12 47.31 .07 .00( ) 2.71(S) 4.86(S) 3.29(S) 18.74(S) .01( ) 2 40. 23.71 8.81 8.60 15.09 47.23 .06 .00( ) 2.70(S) 4.85(S) 3.27(S) 18.68(S) .01( ) 2 41. 23.96 8.80 8.59 15.05 47.15 .06 ' .00( ) 2.69(S) 4.83(S) 3.25(S) 18.62(S) .01( ) 2 42. 23.52 8.79 8.58 15.02 47.07 .05 .00( ) 2.68(S) 4.82(S) 3.23(S) 18.56(S) .01( ) 2 43. 23.76 8.78 8.57 14.98 46.99 .04 .00( ) 2.67(S) 4.81(S) 3.21(S) 18.50(S) .01( ) 2 44. 23.33 8.77 8.56 14.94 46.91 .04 .00( ) 2.66(S) 4.80(S) 3.19(S) 18.44(S) .00( ) 2 45, 23.58 8.76 8.55 14.91 46.83 .03 .00( ) 2.65(S) 4.79(S) 3.17(S) 18.38(S) .00( ) ' 2 46. 23.15 8.75 8.54 14.87 46.74 .03 ... .00( ) 2.64(S) 4.78(S) 3.15(S) 18.32(S) .00( ) 2 47. 23.41 8.74 8.53 14.84 46.66 .03 .00( ) 2.63(S) 4.77(S) 3.13(S) 18.26(S) .00( ) ' 2 48. 22.98 8.74 8.52 14.80 46.58 .03 .00( ) 2.62(S) 4.76(S) 3.11(S) 18.20(S) .00( ) 2 49. 23.25 8.73 8.51 14.77 46.50 .02 ' 2 50. .00< ) 22.83 2.61(S) 8.72 4.75(S) 8.50 3.09(S) 14.73 18.14(S) 46.42 .00( .02 ) .00( ) 2.60(S) 4.74(S) 3.07(S) 18.08(S) .00( ) 2 51. 23.09 8.71 8.48 14.70 46.34 .02 .00( ) 2.59(S) 4.73(S) 3.05(S) 18.02(S) .00( ) 1 !1 2 52. 22.67 8.70 8.47 14.66 46.25 .02 .00( ) 2.58(S) 4.72(S) 3.03(S) 17.96(S) .00( ) 2 53, 22,95 .00( ) 8,69 2.57(S) 8.46 4.71(S) 14.63 3.01(S) 46.17 17.90(S) .02 .00( ) 2 54. 22.53 8.68 8.45 14.59 46.09 .01 .00( ) 2.55(S) 4.70(S) 2.99(S) 17.84(S) .00( ) - 2 55. 22.80 8.67 8.44 14.56 46.01 .01 -- .00( ) 2.54(S) 4.69(S) 2.97(S) 17.78(S) .00( ) ' . 2 56. 22.39 8.67 8.43 14.52 45.93 .01 .- .00( ) 2.53(S) 4.68(S) 2.95(S) 17.72(S) .00( ) 2 57. 22.67 8.66 8.42 14.49 45.85 .01 ' 2 58. '00( ) 22.26 2.52(S) 8.65 4.67(S) 8.41 2.93(S) 14.45 17.66(S) 45.77 .00( ) .01 .00( ) 2.51(S) 4.66(S) 2.91(S) 17.60(S) .00( ) 2 59. 22.54 8.64 8.40 14.42 45.68 .01 .00( ) 2.50(S) 4.65(S) 2.89(S) 17.54(S) .00( ) 3 0. 22.14 8.63 8.39 14.39 45.60 .01 ' .00( ) 2.49(S) 4.63(S) 2.88(S) 17.48(S) .00( ) 3 1. 22.42 8.62 8.38 14.35 45.52 .01 .00( ) 2.48(S) 4.62(S) 2.86(S) 17.42(S) .00( ) 3 2. 22.02 8.61 8.37 14.32 45.44 .01 t .00( ) 2.47(S) 4.61(S) 2.84(S) 17.36(S) .00( ) 3 3. 22.30 8.60 8.36 14.28 45.36 .01 .00( ) 2.46(S) 4.60(S) 2.82(S) 17.30(S) .00( ) 3 4. 21.90 8.59 8.35 14.25 45.28 .01 .00( ) 2.45(S) 4.59(S) 2.80(S) 17.24(S) .00( ) ' 3 5. 22.19 8.58 8.34 14.21 45.20 .01 .00( ) 2.44(S) 4.58(S) 2.78(S) 17.18(S) .00( ) r 3 6. 21.79 8.58 8.32 14.18 45.11 .01 .00( ) 2.42(S) 4.57(S) 2.76(S) 17.12(S) .00( ) ' 3 7. 22.08 8.57 8.31 14.15 45.03 .01 .00( ) 2.41(S) 4.56(S) 2.74(S) 17.06(S) .00( ) 3 8. 21.68 8.56 8.30 14.11 44.95 .01 .00( ) 2.40(S) 4.55(S) 2.72(S) 17.00(S) .00( ) ' 3 9. 21.97 .8.55 8.29 14.08 44.87 .01 ' .00( ) 2.39(S) 4.54(S) 2.70(S) 16.94(S) .00( ) 3 10. 21.57 8.54 8.28 14.04 44.79 .01 .00( ) 2.38(S) 4.53(S) 2.68(S) 16.88(S) .00( ) 3 11. 21.86 8.53 8.27 14.01 44.71 .01 ' .00( ) 2.37(S) 4.52(S) 2.66(S) 16.82(S) .00( ) 3 12. 21.46 8.52 8.26 13.98 44.63 .00 .00( ) 2.36(S) 4.51(S) 2.64(S) 16.76(S) .00( ) 3 13. 21.75 .00( ) 8.51 2.35(S) 8.25 4.50(S) 13.94 2.62(S) 44.55 16.70(S) .00 .00( ) 3 14. 21.36 8.50 8.24 13.91 44.47 .00 .00( ) 2.34(S) 4.48(S) 2.60(S) 16.64(S) .00( ) 3 15. 21.65 8.49 8.23 13.88 44.38 .00 .00( ) 2.33(S) 4.47(S) 2.59(S) 16.58(S) .00( ) ' 3 16. 21.26 8.48 8.21 13.84 44.30 .00 .00( ) 2.31(S) 4.46(S) 2.57(S) 16.52(S) .00( ) 3 17. 21.55 8.47 8.20 13.81 44.22 .00 .00( ) 2.30(S) 4.45(S) 2.55(S) 16.46(S) .00( ) ' 3 18. 21.16 8.46 8.19 13.78 44.14 .00 .00( ) 2.29(S) 4.44(S) 2.53(S) 16.40(S) .00( ) 3 19. 21.45 8.45 8.17 13.74 44.06 .00 .00( ) 2.28(S) 4.43(S) 2.51(S) 16.34(S) .00( ) 3 20. 21.06 8.44 8.16 13.71 43.98 .00 ' .00( ) 2.27(S) 4.42(S) 2.49(S) 16.28(S) .00( ) 3 21. 21.36 8.42 8.14 13.68 43.90 .00 .00( ) 2.26(S) 4.41(S) 2.47(S) 16.22(S) .00( ) 3 22. 20.97 8.37 8.13 13.64 43.81 .00 ' .00( ) 2.25(S) 4.40(S) 2.45(S) 16.16(S) .00( ) 3 23. 21.27 8.31 8.11 13.61 43.73 .00 .00( ) 2.24(S) 4.39(S) 2.43(S) 16.11(S) .00( ) 3 24. 20.88 8.25 8.10 13.58 43.65 .00 .00( ) 2.23(S) 4.38(S) 2.42(S) 16.05(S) .00( ) ' 3 25. 21.18 8.20 8.08 13.55 43.57 .00 .00( ) 2.22(S) 4.37(S) 2.40(S) 15.99(S) .00( ) 3 26. 20.79 8.14 8.07 13.51 43.49 .00 .00( ) 2.21(S) 4.36(S) 2.38(S) 1MRS) .00( ) 3 27. 21.09 8.09 8.05 13.48 43.41 .00 .00( ) 2.20(S) 4.34(S) 2.36(S) 15.87(S) .00( ) 3 28. 20.71 8.03 8.04 13.45 43.33 .00 .00( ) 2.18(S) 4.33(S) 2.34(S) 15.81(S) .00( ) 3 29. 21.01 7.98 8.02 13.41 43.25 .00 .00( ) 2.17(S) 4.32(S) 2.32(S) 15.75(S) .00( ) 3 30. 20.62 7.92 8.01 13.38 43.17 .00 .00( ) 2.16(S) 4.31(S) 2.31(S) 15.69(S) .00( ) i1. 3 31. 20.93 7.87 8.00 13.35 43.09 .00 .00( ) 2.15(S) 4.30(S) 2.29(S) 15.64(S) .00( ) 3 32. 20.54 7.81 7.98 13.32 43.01 .00 ' .00( ) 2.14(S) 4.29(S) 2.27(S) 15.58(S) .00( ) 3 33. 20.85 7.76 7.97 13.29 42.93 .00 ' .00( ) 2.13(S) 4.28(S) 2.25(S) 15.52(S) .00( ) 3 34. 20.46 7.71 7.95 13.25 42.85 .00 - _- .00( ) 2.12(S) 4.27(S) 2.23(S) 15.46(S) .00( ) , 3 35. 20.77 7.65 7.94 13.22 42.77 .00 .00( ) 2.11(S) 4.26(S) 2.21(S) 15.40(S) .00( ) 3 36. 20.39 7.60 7.92 13.19 42.69 .00 ' 3 37. .00( ) 20.69 2.10(S) 7.55 4.25(S) 7.91 2.20(S) 13.16 15.35(S) 42.61 .00( ) .00 .00( ) 2.09(S) 4.24(S) 2.18(S) 15.29(S) .00( ) 3 38. 20.31 7.50 7.89 13.13 42.53 .00 .00( ) 2.08(S) 4.23(S) 2.16(S) 15.23(S) .00( ) 3 39. 20.62 7.45 7.88 13.09 42.45 .00 ' .00( ) 2.07(S) 4.22(S) 2.14(S) 15.17(S) .00( ) 3 40. 20.24 7.39 7.87 13.06 42.37 .00 .00( ) 2.06(S) 4.21(S) 2.12(S) 15.11(S) .00( ) ' 3 41, 20.55 .00( ) 7.34 2.05(S) 7.85 4.20(S) 13.03 2.11(S) 42.29 15.06(S) .00 .00( ) 3 42. 20.17 7.29 7.84 13.00 42.21 .00 .00( ) 2.04(S) 4.19(S) 2.09(S) 15.00(S) .00( ) 3 43. 20.48 7.24 7.82 12.97 42.14 .00 .00( ) 2.03(S) 4.17(S) 2.07(S) 14.94(S) .00( ) ' 3 44. 20.10 7.19 7.81 12.94 42.06 .00 .00( ) 2.02(S) 4.16(S) 2.05(S) 14.88(S) .00( ) 7 3 45. 20.40 7.14 7.79 12.91 41.98 .00 .00( ) 2.01(6) 4.15(S) 2.03(S) 14.83(S) .00( ) ' 3 46. 20.01 7.09 7.78 12.87 41.90 .00 .00( ) 2.01(S) 4.14(S) 2.02(S) 14.77(S) .00( ) 3 47. 20.29 7.05 7.77 12.84 41.82 .00 .00( ) 2.00(S) MRS) 2.00(S) 14.71(S) .00( ) ' 3 48. 19.88 7.00 7.75 12.81 41.74 .00 .00( ) 1.99(S) 4.12(S) 1.98(S) 14.66(S) .00( ) 3 49. 20.15 6.95 7.74 12.76 41.67 .00 .00( ) 1.98(S) 4.11(S) 1.96(S) 14.60(S) .00( ) 3 50. 19.72 6.90 7.72 12.70 41.59 .00 .00( ) 1.97(S) 4.10(S) 1.95(S) 14.54(S) .00( ) 3 51.. 18.85 6.85 7.71 12.65 41.51 .00 .00( ) 1.96(S) 4.09(S) 1.93(S) 14.48(S) .00( ) 3 52, 16.11 6.81 7.69 12.59 41.43 .00 .00( ) 1.95(S) 4.08(S) 1.91(S) 14.43(S) .00( ) ' 3 53. 14.30 6.76 7.68 12.54 41.35 .00 .00( ) 1.94(S) 4.07(S) 1.89(S) 14.37(S) .00( ) 3 54. 12.36 6.71 7.67 12.48 41.28 .00 .00( ) 1.93(S) 4.06(S) 1.88(S) 14.31(S) .00( ) ' 3 55. 11.52 6.66 7.65 12.43 41.20 .00 .00( ) 1.92(S) 4.05(S) 1.86(S) 14.26(S) .00( ) 3 56. 10.29 6.62 7.64 12.38 41.12 .00 ' 3 57. .00( ) 9.96 1.91(S) 6.57 4.04(S) 7.62 1.84(S) 12.32 14.20(S) 41.04 .00( ) .00 .00( ) 1.91(S) 4.03(S) 1.83(S) 14.15(S) .00( ) 3 58. 9.10 6.53 7.61 12.27 40.97 .00 .00( ) 1.90(S) 4.02(S) 1.81(S) 14.09(S) .00( ) 3 59. 9.04 6.48 7.60 12.22 40.89 .00 ' .00( ) 1.89(S) 4.01(S) 1.79(S) 14.03(S) .00( ) 4 0. 8.38 6.44 7.58 12.16 40.81 .00 .00( ) 1.88(S) 4.00(S) 1.77(S) 13.98(S) .00( ) ' 4 1. 8.48 .00( ) 6.39 1.87(S) 7.57 3.99(S) 12.11 1.76(S) 40.74 13.92(S) .00 .00( ) 4 2. 7.94 6.35 7.55 12.06 40.66 .00 .00( ) 1.86(S) 3.98(S) 1.74(S) 13.87(S) .00( ) 4 3. 8.12 6.30 7.54 12.01 40.58 .00 .00( ) 1.85(S) 3.97(S) 1.72(S) 13.81(S) .00( ) 4 4. 7.65 6.26 7.53 11.95 40.51 .00 .00( ) 1.85(S) 3.96(S) 1.71(S) 13.75(S) .00( ) 4 5. 7.89 6.22 7.51 11.90 40.43 .00 .00( ) 1.84(S) 3.95(S) 1.69(S) 13.70(S) .00( ) ' 4 6. 7.46 6.17 7.50 11.85 40.36 .00 .00( ) 1.83(S) 3.94(S) 1.68(S) 13.64(S) .00( ) 4 7. 7.73 6.13 7.48 11.80 40.j8 .00 .00( ) 1.82(S) 3.93(S) 1.66(S) 13.59(S) .00( ) 4 8. 7.33 6.09 7.47 11.75 40.20 .00 ' .00( ) 1.81(5) 3.92(S) 1.64(S) 13.53(S) .00( ) 4 9. 7.62 6.04 7.46 11.70 40.13 .00 .00( ) 1.80(S) 3.91(S) 1.63(S) 13.48(S) .00( ) 4 10. 7.23 6.00 7.44 11.65 40.05 .00 .00( ) 1.80(S) 3.90(S) 1.61(S) 13.42(S) .00( ) 4 11. 7.54 5.96 7.43 11.60 39.98 .00 ' .00( ) 1.79(S) 3.88(S) 1.59(S) 13.37(S) .00( ) 4 12. 7.16 5.92 7.41 11.55 39.90 .00 .00( ) 1.78(S) 3.87(S) 1.58(S) 13.31(S) .00( ) 4 13. 7.48 5.68 7.40 11.50 39.83 .00 .00( ) 1.77(S) 3.86(S) 1.56(S) 13.26(S) .00( ) 4 14. 7.11 5.84 7.39 11.45 39.75 .00 .00( ) 1.76(S) 3.85(S) 1.55(S) 13.20(S) .00( ) 4 15. 7.43 5.80 7.37 11.40 39.68 .00 .00( ) 1.76(S) 3.84(S) 1.53(S) 13.15(S) .00( ) ' 4 16. 7.06 5.75 7.36 11.35 39.60 .00 .00( ) 1.75(S) 3.83(S) 1.52(S) 13.09(S) .00( ) 4 17. 7.38 5.71 7.35 11.30 39.53 .00 .00( ) 1.74(S) 3.82(S) 1.50(S) 13.04(S) .00( ) 4 18. 7.02 5.67 7.33 11.25 39.45 _ .00 ' .00( ) 1.73(S) 3.81(S) 1.48(S) 12.99(S) .00( ) 4 19. 7.34 5.63 7.32 11.20 39.38 .00 .00( ) 1.73(S) 3.80(S) 1.47(S) 12.93(S) .00( ) 4 20. 6.98 5.60 7.30 11.15 39.31 .00 ' .00( ) 1.72(S) 3.79(S) 1.45(S) 12.88(S) .00( ) 4 21. 7.31 5.56 7.29 11.10 39.23 .00 .00( ) 1.71(S) 3.78(S) 1.44(S) 12.82(S) .00( ) ... ' 4 22, 6.95 .00( ) 5.52 1.70(S) 7.28 3.77(S) 11.06 1.42(S) 39.16 12.77(S) .00 .00( ) 4 23. 7.28 5.48 7.26 11.01 39.08 .00 ,. .00( ) 1.70(S) 3.76(S) 1.41(S) 12.72(S) .00( ) f 4 24. 6.92 5.44 7.25 10.96 39.01 .00 .00( ) 1.69(S) 3.75(S) 1.39(S) 12.66(S) .00( ) ' 4 25. 7.25 5.39 7.24 10.91 38.94 .00 .00( ) 1.68(S) 3.74(S) 1.38(S) 12.61(S) .00( ) 4 26. 6.89 5.34 7.22 10.87 38.86 .00 4 27. .00( ) 7.22 1.67(S) 5.29 3.73(S) 7.21 1.36(S) 10.82 12.56(S) 38.79 .00( ) .00 .00( ) 1.67(S) 3.72(S) 1.35(S) 12.50(S) .00( ) 4 28. 6.86 5.23 7.20 10.77 38.72 .00 .00( ) 1.66(S) 3.71(S) 1.33(S) 12.45(S) .00( ) 4 29. 7.19 5.19 7.18 10.73 38.64 .00 ' .00( ) 1.65(S) 3.70(S) 1.32(S) 12.40(S) .00( ) 4 30. 6.83 5.14 7.17 10.68 38.57 .00 .00( ) 1.65(S) 3.69(S) 1.30(S) 12.34(S) .00( ) 4 31. 7.16 5.09 7.16 10.63 38.50 .00 ' .00( ) 1.64(S) 3.69(S) 1.29(S) 12.29(S) .00( ) 4 32. 6.80 5.04 7.14 10.59 38.43 .00 .00( ) 1.63(S) 3.68(S) 1.27(S) 12.24(S) .00( ) 4 33, 7.14 4.99 7.13 10.54 38.35 .00 .00( ) 1.63(S) 3.67(S) 1.26(S) 12.18(S) .00( ) t 4 34. 6.78 4.94 7.12 10.50 38.28 .00 .00( ) 1.62(S) 3.66(S) 1.25(S) 12.13(S) .00( ) 4 35. 7.11 4.90 7.10 10.45 38.21 .00 .00( ) 1.61(S) 3.65(S) 1.23(S) 12.08(S) .00( ) 4 36. 6.75 4.85 7.09 10.41 38.14 .00 .00( ) 1.61(S) 3.64(S) 1.22(S) 12.03(S) .00( ) 4 37. 7.09 4.80 7.08 10.36 38.06 .00 .00( ) 1.60(S) 3.63(S) 1.20(S) 11.97(S) .00( ) 4 38. 6.73 4.76 7.06 10.32 37.99 .00 ' .00( ) 1.59(8) 3.62(S) 1.19(S) 11.92(S) .00( ) 4 39. 7.06 4.71 7.05 10.27 37.92 .00 .00( ) 1.59(S) 3.61(S) 1.17(S) 11.87(S) .00( ) 4 40. 6.71 4.67 7.04 10.23 37.85 .00 ' .00( )' 1.58(S) 3.60(S) 1.16(S) 11.82(S) .00( ) 4 41. 7.04 4.62 7.02 10.18 37.78 .00 .00( ) 1.57(S) 3.59(S) 1.15(S) 11.76(S) .00( ) ' 4 42, 6.68 .00( ) 4.58 1.57(S) 7.01 3.58(S) 10.14 1.13(S) 37.71 11.71(S) .00 .00( ) 4 43. 7.01 4.54 7.00 10.09 37.64 .00 .00( ) 1.56(S) 3.57(S) 1.12(S) 11.66(S) .00( ) 4 44. 6.66 4.49 6.98 10.05 37.56 .00 .00( ) 1.56(S) 3.56(S) 1.10(S) 11.61(S) .00( ) ' 4 45. 6.99 4.45 6.97 10.01 37.49 .00 .00( ) 1.55(S) 3.55(S) 1.09(S) 11.56(S) .00( ) 4 46. 6.64 4.41 6.96 9.96 37.39 .00 .00( ) 1.54(S) 3.54(S) 1.08(S) - 11.51(S) .00( ) ' 4 47. 6.97 4.37 6.95 9.92 37.29 .00 .00( ) 1.54(S) 3.53(S) 1.06(S) 11.45(S) .00( ) 4 48. 6.62 4.32 6.93 9.88 37.19 .00 ) 1.53(S) 3.52(S) 1.05(S) 11.40(S) .00( ) t.00( 1 4 49. 6.95 4.28 6.92 9.83 37.08 .00 .00( ) 1.53(S) 3.51(S) 1.04(S) 11.35(S) .00( ) 4 50. 6.59 4.24 6.91 9.79 36.98 .00 ' .00( ) 1.52(S) 3.50(S) 1.02(S) 11.30(S) .00( ) 4 51. 6.93 4.20 6.89 9.75 36.87 .00 .00( ) 1.51(S) 3.49(S) 1.01(S) 11.25(S) .00( ) 4 52. 6.57 4.16 6.88 9.71 36.77 .00 .00( ) 1.51(S) 3.48(S) LOOM11.20(S) .00( ) 4 53. 6.91 4.12 6.87 9.67 36.67 .00 .00( ) 1.50(S) 3.47(S) .98(5) 11.15(S) .00( ) 4 54. 6.55 4.08 6.86 9.62 36.57 .00 .00( ) 1.50(S) 3.46(S) .97(5) 11.10(S) .00( ) ' 4 55. 6.89 4.04 6.84 9.58 36.46 .00 .00( ) 1.49(5) 3.45(S) .96(S) 11.05(S) .00( ) 4 56. 6.53 4.01 ' 6.83 9.54 36.36 .00 .00( ) 1.49(S) 3.44(S) .94(S) 11.00(S) .00( ) 4 57. 6.87 3.97 6.82 9.50 36.26 .00 ' .00( ) 1.48(S) 3.44(S) .93(S) 10.95(S) .00( ) 4 58. 6.51 3.93 6.80 9.46 36.16 .00 .00( ) 1.48(S) 3.43(S) - .92(S) 10.90(S) .00( ) 4 59. 6.85 3.89 6.79 9.42 36.06 .00 ' .00( ) 1.47(S) 3.42(S) .90(S) 10.85(S) .00( ) 5 0. 6.49 3.85 6.78 9.38 35.96 .00 .00( ) 1.46(S) 3.41(S) .89(S) 10.80(S) .00( ) 5 1, 6.83 3,82 6.71 9,34 35.86 .00 ' .00( ) 1.46(S) 3.40(S) .88(S) 10.75(S) .00( ) 5 2. 6.47 3.78 6.75 9.30 35.76 .00 .00( ) 1.45(S) 3.39(S) .86(S) 10.70(S) .00( ) f 5 3. 6.81 3.74 6.74 9.26 35.66 .00 .00( ) 1.45(S) 3.38(S) .85(S) 10.65(S) .00( ) ' 5 4. 6.46 3.71 6.73 9.22 35.56 .00 .00( ) 1.44(S) 3.37(S) .84(S) 10.60(S) .00( ) 5 5. 6.79 3.67 6.72 9.18 35.46 .00 ' 5 6. .00( 6.44 ) 1.44(5) 3.64 3.36(S) 6.70 .83(S) 9.14 10.55(S) 35.36 .00( ) .00 .00( ) 1.43(5) 3.35(S) .81(S) 10.50(S) .00( ) 5 7. 6.77 3.60 6.69 9.10 35.26 .00 .00( ) 1.43(S) 3.34(S) .80(S) 10.46(S) .00( ) 5 6.42 3.57 6.68 9.06 35.16 .00 ' _8. .00( ) 1.42(S) 3.33(S) .79(S) 10.41(S) .00( ) 5 9. 6.76 3.53 6.67 9.02 35.06 .00 .00( ) 1.42(S) 3.32(S) .78(S) 10.36(S) .00( ) 5 10. 6.40 3.50 6.65 8.98 34.97 .00 ' .00( ) 1.41(S) 3.31(S) .76(S) 10.31(S) .00( ) 5 11. 6.74 3.47 6.64 8.94 34.87 .00 .00( ) 1.41(S) 3.31(5) .75(5) 10.26(S) .00( ) 5 12. 6.39 3.43 6.63 8.90 34.77 .00 .00( ) 1.41(S) 3.30(S) .74(S) 10.21(S) .00( ) ' 5 13. 6.72 3.40 6.62 8.86 34.67 .00 .00( ) 1.40(S) 3.29(S) .73(S) 10.17(S) .00( ) 5 14. 6.37 3.39 6.60 8.82 34.58 .00 .00( ) 1.40(S) 3.28(S) .71(S) 10.12(S) .00( ) ' 5 15. 6.71 3.39 6.59 8.72 34.48 .00 .00( ) 1.39(S) 3.27(S) .70(S) 10.07(S) .00( ) 5 16. 6.35 3.39 6.58 8.57 34.38 .00 .00( ) 1.39(S) 3.26(S) .69(S) 10.02(S) .00( ) 5 17. 6.69 3.39 6.57 8:42 34.29 .00 ' .00( ) 1.38(S) 3.25(S) .68(S) 9.98(5) .00( ) 5 18. 6.34 3.39 6.55 8.28 34.19 .00 .00( ) 1.38(S) 3.24(S) .67(S) 9.93(S) .00( ) 5 19. 6.67 3.38 6.54 8.14 34.10 .00 .00( ) 1.37(S) 3.23(S) .66(S) 9.88(S) .00( ) 5 20. 6.32 3.38 6.53 8.00 34.00 .00 .00( ) 1.37(S) 3.22(S) .64(S) 9.84(S) .00( ) ' 5 21. 6,66 .00( 3.38 ) 1.36(S) 6,52 3.22(S) 7.87 .63(S) 33,91 9.79(S) .00 .00( ) 5 22. 6.31 3.38 6.50 7.73 33.81 .00 .00( ) 1.36(S) 3.21(S) .62(S) 9.74(S) .00( ) 5 23. 6.64 3.37 6.49 7.60 33.72 .00 .00( ) 1.35(S) 3.20(S) .61(S) 9.70(S) .00( ) ' 5 24. 6.29 3.37 6.48 7.47 33.62 .00 .00( ) 1.35(S) 3.19(S) .60(S) 9.65(S) .00( ) 5 25. 6.63 3.37 6.47' 7.35 33.53 .00 .00( ) 1.35(S) 3.18(S) .59(S) 9.60(S) .00( ) 5 26. 6.28 3.37 6.46 7.22 33.44 .00 .00( ) 1.34(S) 3.17(S) .58(S) 9.56(S) .00( ) 5 27. 6.61 3.37 6.44 7.10 33.34 .00 .00( ) 1.34(5) 3.16(S) .57(S) 9.51(S) .00( ) 1 `1 11 1 11 1 11 1 5 28. 6.26 3.36 6.43 .00( ) 1.33(S) 3.15(S) 5 29. 6.60 3.36 6.42 .00( ) 1.33(S) 3.14(S) 5 30. 6.25 3.36 6.41 .00( ) 1.32(S) : 3.14(S) 5 31. 6.58 3.36 6.40 .00( ) 1.32(S) 3.13(S) 5 32. 6.23 3.36 6.38 .00( ) 131(S) 3.12(S) 5 33. 6.57 3.35 6.37 .00( ) 131(S) 3.11(S) 5 34. 6.22 3.35 6.35 .00( ) 1.30(S) 3.10(S) 5 35. 6.56 3.35 6.33 .00( ) 1.30(S) 3.09(S) 5 36. 6.21 3.35 6.31 .00( ) 1.29(S) 3.08(S) 5 37. 6.54 3.34 6.30 .00( ) 1.29(S) 3.07(S) 5 38. 6.19 3.34 6.28 .00( ) 1.29(S) 3.07(S) 5 39. 6.53 3.34 6.26 .00( ) 1.28(S) 3.06(S) 5 40. 6.18 3.34 6.24 .00( ) 1.28(S) 3.05(S) 5 41. 6.52 3.34 6.22 .00( ) 1.27(S) 3.04(S) 5 42. 6.17 3.33 6.20 .00( ) 1.27(S) 3.03(S) 5 43. 6.51 3.33 6.18 .00( ) 1.26(S) 3.02(S) 5 44. 6.16 3.33 6.17 .00( ) 1.26(S) 3.01(S) 5 45. 6.49 3.33 6.15 .00( ) 1.25(S) 3.01(S) 5 46. 6.14 3.33 6.13 .00( ) 1.25(S) 3.00(S) 5 47. 6.48 3.32 6.11 .00( ) 1.24(S) 2.99(S) 5 48. 6.13 3.32 6.09 .00( ) 1.24(S) 2.98(S) 5 49. 6.47 3.32 6.08 .00( ) 1.24(S) 2.97(S) 5 50. 6.12 3.32 6.06 .00( ) 1.23(S) 2.96(S) 5 51. 6.46 3.32 6.04 .00( ) 1.23(S) 2.96(S) 5 52. 6.11 3.31 6.02 .00( ) 1.22(S) 2.95(S) 5 53. 6.45 3.31 6.00 .00( ) 1.22(S) 2.94(S) 5 54. 6.10 3.31 5.99 .00( ) 1.21(S) 2.93(S) 5 55. 6.44 3.31 5.97 .00( ) 1.21(S) 2.92(S) 5 56. 6.09 3.30 5.95 .00( ) 1.20(S) -2.91(S) 5 57. 6.43 3.30 5.93 .00( ) 1.20(S) 2.91(S) 5 58. 6.08 3.30 5.91 .00( ) 1.19(S) 2.90(S) 5 59. 6.42 3.30 5.90 .00( ) 1.19(5) 2.89(S) 6 0. 6.07 3.30 5.88 .00( ) 1.19(S) 2.88(S) 6 1. 6.41 3.29 5.86 .00( ) 1.18(S) 2.87(S) 6 2. 6.06 3.29 5.84 .00( ) 1.18(S) 2.87(S) 6 3. 6.39 3.29 5.83 .00( ) 1.17(S) 2.86(S) 6 4. 6.05 3.29 5.81 .00( ) 1.17(S) 2.85(S) 6 5. 6.38 3.29 5.79 .00( ) 1.16(S) 2.84(S) 6 6. 6.04 3.28 5.78 .00( ) 1.16(S) 2.83(S) 6.98 33.25 .56(S) 9.47(S) 6.86 33.16 .55(S), 9.42(S) 6.75 33.06 .54(S) 9.37(S) 6.63 32.91 .53(S) 9.33(S) 6.52 32.73 .53(S) 9.28(S) 6.41 32.55 .52(S) 9.24(S) 6.30 32.37 .51(S) 9.19(S) 6.19 32.19 .50(S) 9.15(S) 6.09 32.02 .49(S) 9.11(S) 5.99 31.84 .48(S) 9.06(S) 5.88 31.67 .47(S) 9.02(S) 5.78 31.49 .47(S) 8.97(S) 5.69 31.32 .46(S) 8.93(S) 5.59 31.15 .45(S) 8.89(s) 5.50 30.98 .44(S) 8.85(S) 5.40 30.81 .44(S) 8.80(S) 5.31 30.64 ARS) 8.76(S) 5.22 30.47 .42(S) 8.72(S) 5.13 30.30 .41(S) 8.68(S) 5.05 30.14 AUS) 8.64(S) 4.96 29.97 .40(S) 8.59(S) 4.88 29.81 .39(S) 8.55(S) 4.79 29.64 .39(S) 8.51(S) 4.71 29.48 .38(S) 8.47(S) 4.63 29.32 .37(S) 8.43(S) 4.55 29.16 .37(S) 8.39(S) 4.48 29.00 .36(S) 8.35(S) 4.40 28.84 .35(S) 8.31(S) 4.33 28.68 .35(S) 8.27(S) 4.25 28.52 .34(S) 8.23(S) 4.18 28.37 .34(S) 8.19(S) 4.11 28.21 .33(S) 8.15(S) 4.04 28.06 .33(S) 8.11(S) 3.97 27.90 .32(S) 8.08(S) 3.91 27.75 .31(S) 8.04(S) 3.84 27.60 .31(S) 8.00(S) 3.77 27.45 .30(S) 7.96(S) 3.71 27.29 .30(S) 7.92(S) 3.65 27.14 .29(S) 7.89(S) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) ! .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) 6 7. 6.37 3.28 5.76 3.59 27.00 .00 .00( ) 1.15(S) 2.83(S) .29(S) 7.85(S) .00( ) 6 8. 6.03 3.28 5.74 3.52 26.85 .00 .00( ) 1.15(S) 2.82(S) .28(S) 7.81(S) .00( ) 6' 9. 6.36 3.28 5.72 3.47 26.70 .00 .00( ) 1.14(S) 2.81(S) .28(S) 7.78(S) .00( ) - 6 10. 6.02 3.28 5.71 3.41 26.55 .00 .00( ) 1.14(S) 2.80(S) .27(S) 7.74(S) .00( ) t 6 11. 6.36 3.27 5.69 3.35 26.41 .00 - .00( ) 1.14(S) 2.79(S) .27(S) 7.70(S) .00( ) 6 12. 6.01 3.27 5.67 3.29 26.26 .00 .00( ) 1.13(S) 2.79(S) .27(S) 7.67(S) .00( ) ' 6 13. 6.35 3.27 5.66 3.24 26.12 .00 .00( ) 1.13(S) 2.78(S) .26(S) 7.63(S) .00( ) 6 14. 6.00 3.27 5.64 3.18 25.98 .00 ' .00( ) 1.12(S) 2.77(S) .26(S) 7.59(S) .00( ) 6 15. 6.34 3.26 5.62 3.13 25.83 .00 .00( ) 1.12(S) 2.76(S) .25(S) 7.56(S) .00( ) 6 16. 5.99 3.26 5.61 3.07 25.69 .00 .00( ) 1.11(5) 2.75(S) .25(S) 7.52(S) .00( ) 6 17. 6.33 3.26 5.59 3.02 25.55 .00 ' .00( ) 1.11(S) 2.75(S) .24(S) 7.49(S) .00( ) 6 18. 5.98 3.25 5.57 2.97 25.41 .00 .00( ) 1.10(S) 2.74(S) .24(S) 7.45(S) .00( ) ' 6 19, 6,32 .00( ) 3,25 1.10(S) 5,56 2.73(S) 2.92 .24(S) 25,27 7.42(S) .00 .00( ) 6 20. 5.97 3.25 5.54 2.87 25.13 .00 .00( ) 1.10(S) 2.72(S) .23(S) 7.38(S) .00( ) f ' 6 21. 6.31 3.24 5.52 2.82 24.99 .00 .00( ) 1.09(5) 2.72(S) .23(S) 7.35(S) .00( ) ' 6 22. 5.96 3.24 5.51 2.78 24.86 .00 .00( ) 1.09(S) 2.71(S) .22(S) 7.31(S) .00( ) 6 23. 6.30 3.24 5.49 2.73 24.72 .00 ' 6 24. .00( ) 5.95 1.08(S) 3.24 2.70(S) 5.47 .22(S) 2.68 7.28(S) 24.58 .00( ) .00 .00( ) 1.08(S) 2.69(S) .22(S) 7.25(S) .00( ) 6 25. 6.29 3.23 5.46 _ 2.64 24.45 ` .00 .00( ) 1.07(S) 2.69(S) .21(S) 7.21(S) .00( ) 6 26. 5.94 3.23 5.44 2.59 24.32 .00 ' .00( ) 1.07(S) 2.68(S) .21(S) 7.18(S) .00( ) 6 27. 6.28 3.23 5.43 2.55 24.18 .00 .00( ) 1.06(S) 2.67(S) .21(S) 7.15(S) .00( ) 6 28. 5.93 3.22 5.41 2.50 24.05 .00 ' .00( ) 1.06(S) 2.66(S) .20(S) 7.11(S) .00( ) 6 29. 6.27 3.22 5.39 2.46 23.92 .00 .00( ) 1.06(S) 2.66(S) .20(S) 7.08(S) .00( ) 6 30. 5.93 3.22 5.38 2.42 23.79 .00 .00( ) 1.05(S) 2.65(S) .20(S) 7.05(S) .00( ) ' 6 31. 6.27 3.21 5.36 2.38 23.66 .00 .00( ) 1.05(S) 2.64(S) .19(S) 7.01(S) .00( ) .6 32. 5.92 3.21 5.35 2.34 23.53 .00 .00( ) 1.04(S) 2.63(S) .19(S) 6.98(S) .00( ) ,6 33. 6.26 3.21 5.33 2.30 23.40 .00 .00( ) 1.04(S) 2.63(S) .19(S) 6.95(S) .00( ) 6 34. 5.91 3.20 5.31 2.26 23.27 .00 .00( ) 1.03(S) 2.62(S) .18(5) 6.92(S) .00( ) 6 35. 6.25 3.20 5.30 2.22 23.14 .00 ' .00( ) 1.03(S) 2.61(S) .18(S) 6.89(S) .00( ) 6 36. 5.90 3.20 5.28 2.19 23.01 .00 .00( ) 1.02(S) 2.61(S) .18(5) 6.85(S) .00( ) 6 37. 6.24 3.19 5.27 2.15 22.89 .00 ' .00( ) 1.02(S) 2.60(S) .17(S) 6.82(S) .00( ) 6 38. 5.89 3.19 5.25 2.11 22.76 .00 .00( ) 1.02(S) 2.59(S) .17(S) 6.79(5) .00( ) ' 6 39. 6,23 .00( ) 3,19 1.01(S) 5.24 2.58(S) 2.08 .17(S) 22,64 6.76(S) .00 .00( ) 6 40. 5.89 3.19 5.22 2.04 22.51 .00 .00( ) 1.01(S) 2.58(S) .16(S) 6.73(S) .00( ) 6 41. 6.23 3.18 5.20 2.01 22.39 .00 .00( ) 1.00(S) 2.57(S) .16(S) 6.70(S) .00( ) ' 6 42. 5.88 3.18 5.19 1.97 22.27 .00 .00( ) 1.00(S) 2.56(S) .16(S) 6.67(S) .00( ) 6 43. 6.22 3.18 5.17 1.94 22.14 .00 .00( ) .99(S) 2.55(S) .16(S) 6.64(S) .00( ) ' 6 44. 5.87 3.17 5.16 1.91 22.02 .00 .00( ) .99(S) 2.55(S) .15(S) 6.61(S) .00( ) 6 45. 6.21 3.17 5.14 1.87 21.90 .00 .00( ) .98(S) 2.54(S) .15(S) 6.58(S) .00( ) 1 1 1 1 1 1 1 1 u 1 1 6 46. 6 47. 6 48. 6 49. 6 50. 6 51. 6 52. 6 53. 6 54. 6 55. 6 56. 6 57. 6 58. 6 59. 7 0. 7 1. 7 2. 7 3. 7 4. 7 5. 7 6. 7 7. 7 8. 7 9. 7 10. 7 11. 7 12. 7 13. 7 14. 7 15. 7 16. 7 17. 7 18. 7 19. 7 20. 7 21. 7 22. 7 23. 7 24. 5.86 .00( ) 6.20 .00( ) 5.86 .00( ) 6.20 .00( ) 5.85 .00( ) 6.19 .00( ) 5.84 .00( ) 6.18 .00( ) 5.83 .00( ) 6.17 .00( ) 5.83 .00( ) 6.17 .00( ) 5.82 .00( ) 6.16 .00( ) 5.81 .00( ) 6.15 .00( ) 5.81 .00( ) 6.15 .00( ) 5.80 .00( ) 6.14 .00( ) 5.79 .00( ) 6.13 .00( ) 5.79 .00( ) 6.13 .00( ) 5.78 .00( ) 6.12 .00( ) 5.77 .00( ) 6.11 .00( ) 5.77 .00( ) 6.11 .00( ) 5.76 .00( ) 6.10 .00( ) 5.76 .00( ) 6.10 .00( ) 5.75 .00( ) 6.09 .00( ) 5.74 .00( ) 6.09 .00( ) 5.74 .00( ) 3.17 5.13 .98(S) 2.53(S) 3.16 5.11 .98(S) 2.53(S) 3.16 5.10 .97(S) 2.52(S) 3.16 5.08 .97(S) 2.51(S) 3.15 5.07 .96(S) 2.51(S) 3.15 5.05 .96(S) 2.50(S) 3.15 5.04 .95(S) 2.49(S) 3.15 5.02 .95(S) 2.48(S) 3.14 5.01 .95(S) 2.48(S) 3.14 4.99 .94(S) 2.47(S) 3.14 4.98 .94(S) 2.46(S) 3.13 4.96 .93(S) 2.46(S) 3.13 4.95 .93(S) 2.45(S) 3.13 4.93 .92(S) 2.44(S) 3.12 4.92 .92(S) 2.44(S) 3.12 4.90 .92(S) 2.43(S) 3.12 4.89 .91(S) 2.42(S) 3.11 4.87 .91(S) 2.42(S) 3.11 4.86 .90(S) 2.41(S) 3.11 4.85 .90(S) 2.40(S) 3.11 4.83 .89(S) 2.40(S) 3.10 4.82 .89(S) 2.39(S) 3.10 4.80 .89(S) 2.38(S) 3.10 4.79 .88(S) 2.38(S) 3.09 4.77 .88(S) 2.37(S) 3.09 4.76 .87(S) 2.36(S) 3.09 4.75 .87(S) 2.36(S) 3.08 4.73 .86(S) 2.35(S) 3.08 4.72 .86(S) 2.34(S) 3.08 4.70 .86(S) 2.34(S) 3.08 4.69 .85(S) 2.33(S) 3.07 4.68 .85(S) 2.32(S) 3.07 4.66 .84(S) 2.32(S) 3.07 4.65 .84(S) 2.31(S) 3.06 4.63 .83(S) 2.31(S) 3.06 4.62 .83(S) 2.30(S) 3.06 4.61 .83(S) 2.29(S) 3.05 4.59 .82(S) 2.29(S) 3.05 4.58 .82(S) 2.28(S) 1.84 21.78 .15(S) 6.55(S) 1.81 21.66 .15(S) 6.52(S) 1.78 21.54 .14(S) 6.49(S) 1.75 21.42 .14(S) 6.46(S) 1.72 21.31 .14(S) 6.43(S) 1.69 21.19 .14(S) 6.40(S) 1.66 21.07 .13(S) 6.37(S) 1.63 20.96 .13(S) 6.34(S) 1.61 20.84 .13(S) 6.31(S) 1.58 20.73 .13(S) 6.28(S) 1.55 20.62 .13(S) 6.25(S) 1.53 20.50 .12(S) 6.23(S) 1.50 20.39 .12(S) 6.20(S) 1.48 20.28 .12(S) 6.17(S) 1.45 20.17 .12(S) 6.14(S) 1.43 20.06 .11(S) 6.11(S) 1.40 19.95 .11(S) 6.09(S) 1.38 19.84 .11(S) 6.06(S) 1.35 19.73 .11(S) 6.03(S) 1.33 19.62 .11(S) 6.00(S) 1.31 19.51 .11(S) 5.98(5) 1.29 19.40 .10(S) 5.95(S) 1.27 19.30 .10(S) 5.92(S) 1.24 19.19 .10(S) 5.90(S) 1.22 19.09 .10(S) 5.87(S) 1.20 18.98 .10(S) 5.84(S) 1.18 18.88 .10(S) 5.82(S) 1.16 18.77 .09(S) 5.79(S) 1.14 18.67 .09(S) 5.77(S) 1.12 18.57 .09(5) 5.74(S) 1.10 18.47 .09(S) 5.72(S) 1.09 18.37 .09(S) 5.69(S) 1.07 18.26 .09(S) 5.67(S) 1.05 18.16 .08(S) 5.64(S) 1.03 18.06 .08(S) 5.62(S) 1.01 17.97 .08(S) 5.59(S) 1.00 17.87 .08(S) 5.57(S) .98 17.77 .08(S) 5.54(S) .96 17.67 .08(S) 5.52(S) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) f .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) .00 .00( ) j' 7 25. 6.08 3.05 4.57 .95 17.57 .00 .00( ) .81(S) 2.27(S) .08(S) 5.49(S) .00( ) 7 26. 5.73 3.05 4.55 .93 17.48 .00 ' .00( ) .81(S) 2.27(S) .08(S) 5.47(S) .00( ) 7 27. 6.08 3.04 4.54 .92 17.38 .00 .00( ) .81(S) 2.26(S) .07(S) 5.44(S) .00( ) 7 28. 5.73 3.04 4.53 .90 17.29 .00 .00( ) .80(S) 2.25(S) .07(S) 5.42(S) .00( ) ' 7 29. 6.07 3.04 4.51 .88 17.19 .00 .. .00( ) .80(S) 2.25(S) .07(S) 5.40(S) .00( ) 7 30. 5.72 3.03 4.50 .87 17.10 .00 .00( ) .79(S) 2.24(S) .07(S) 5.37(S) .00( ) ' 7 31. 6.06 3.03 4.49 .85 17.00 .00 .00( ) .79(S) 2.24(S) .07(S) 5.35(S) .00( ) 7 32. 5.72 3.03 4.47 .84 16.90 .00 .00( ) .78(S) 2.23(S) .07(S) 5.33(S) .00( ) 7 33. 6.06 3.02 4.46 .83 16.79 .00 .00( ) .78(S) 2.22(S) .07(S) 5.30(S) .00( ) 7 . 34. 5.71 3.02 4.45 .81 16.68 .00 .00( ) .78(S) 2.22(S) .07(S) 5.28(S) .00( ) 7 35. 6.05 3.02 4.43 .80 16.58 .00 ' .00( ) .77(S) 2.21(S) .06(S) 5.26(S) .00( ) 7 36. 5.70 3.02 4.42 .78 16.47 .00 .00( ) .77(S) 2.21(S) .06(S) 5.23(S) .00( ) ' 7 37, 6,04 .00( ) 3,01 .76(S) 4,41 2.20(S) .77. .06(S) 16,36 5.21(S) .00 .00( ) 7 38. 5.69 3.01 4.39 .76 16.26 .00 .00( ) .76(S) 2.19(S) .06(S) 5.19(S) .00( ) f 7 39. 6.03 3.01 4.38 .75 16.15 .00 .00( ) .76(S) 2.19(S) .06(S) 5.17(S) .00( ) ' 7 40. 5.69 3.00 4.37 .73 16.05 .00 .00( ) .75(S) 2.18(S) .06(S) 5.15(S) .00( ) 7 41. 6.03 3.00 4.35 .72 15.95 .00 ' 7 42. .00( ) 5.68 .75(S) 3.00 2.18(S) 4.34 .06(S) .71 5.12(S) 15.84 .00( ) .00 .00( ) .74(S) 2.17(S) .06(S) 5.10(S) .00( ) 7 43. 6.02 2.99 4.33 .70 15.74 .00 .00( ) .74(S) 2.16(S) .06(S) 5.08(S) .00( ) 7 44. 5.67 2.99 4.32 .68 15.64 .00 .00( ) .73(S) 2.16(S) .06(S) 5.06(S) .00( ) 7 45. 6.01 2.99 4.30 .67 15.54 .00 .00( ) .73(S) 2.15(S) .05(S) 5.04(S) .00( ) 7 46. 5.66 2.99 4.29 .66 15.44 .00 ' .00( ) .73(S) 2.15(S) .05(S) 5.02(S) .00( ) 7 47. 6.00 2.98 4.28 .65 15.34 .00 .00( ) .72(S) 2.14(S) .05(S) 4.99(S) .00( ) 7 48. 5.65 2.98 4.26 .64 15.24 .00 .00( ) .72(S) 2.13(S) .05(S) 4.97(S) .00( ) ' 7 49. 5.99 2.98 4.25 .63 15.14 .00 .00( ) .71(S) 2.13(S) .05(S) 4.95(S) .00( ) 7 50. 5.65 2.97 4.24 .62 15.04 .00 .00( ) .71(S) 2.12(S) .05(S) 4.93(S) .00( ) ' 7 51. 5.82 2.97 4.23 .61 14.95 .00 .00( ) .71(S) 2.12(S) .05(S) 4.91(S) .00( ) 7 52. 5.20 2.97 4.21 .60 14.85 .00 .00( ) .70(S) 2.11(S) .05(S) 4.89(S) .00( ) 7 53. 5.31 2.96 4.20 .59 14.76 .00 ' .00( ) .70(S) 2.10(S) .05(S) 4.87(S) .00( ) 7 54. 4.79 2.96 4.19 .58 14.66 .00 .00( ) .69(S) 2.10(S) .05(S) 4.85(S) .00( ) 7 55. 4.98 2.96 4.18 .57 14.57 .00 t .00( ) .69(S) 2.09(S) .05(S) 4.83(S) .00( ) 7 56. 4.52 2.95 4.16 .56 14.47 .00 .00( ) .69(S) 2.09(S) .04(S) 4.81(S) .00( ) 7 57, 4.76 2,95 4.15 .55 14.38 .00 ' .00( ) .68(S) 2.08(S) .04(S) 4.79(S) .00( ) 7 58. 4.34 2.95 4.14 .54 14.29 .00 .00( ) .68(S) 2.08(S) .04(S) 4.77(S) .00( ) 7 59. 4.62 2.95 4.13 .53 14.19 .00 .00( ) .67(S) 2.07(S) .04(S) 4.75(S) .00( ) ' 8 0. 4.23 2.94 4.11 .52 14.10 .00 .00( ) .67(S) 2.06(S) .04(S) 4.73(S) .00( ) 8 1. 4.53 2.94 4.10 .51 14.01 .00 .00( ) .67(S) 2.06(S) .04(S) 4.71(S) .00( ) ' 8 2. 4.15 2.94 4.09 .50 13.92 .00 .00( ) .66(S) 2.05(S) .04(S) 4.69(S) .00( ) 8 3. 4.47 2.93 4.08 .50 13.83 .00 .00( ) .66(S) 2.05(S) .04(S) 4.67(S) .00( ) 1 i ' 1 . 8 4. 4.10 2.93 4.07 .49 13.74 .00 .00( ) .65(S) 2.04(S) .04(S) 4.65(S) .00( ) 8 5. 4.43 2.93 4.05 .48 13.65 .00 .00( ) .65(S) 2.04(S) .04(S) 4.64(S) .00( ) 8 6. 4.07 2.92 4.04 .47 13.57 .00 .00( ) .65(S) 2.03(S) .04(S) 4.62(S) .00( ) 8 7. 4.40 2.92 4.03 .46 13.48 .00 .00( ) .64(S) 2.03(S) .04(S) 4.60(S) .00( ) 8 8. 4.05 2.92 4.02 .46 13.39 .00 .00( ) .64(s) 2.02(S) .04(S) 4.58(S) .00( ) 8 9. 4.36 2.91 4.01 .45 13.31 .00 .00( ) .63(s) 2.01(S) .04(S) 4.56(S) .00( ) ' 8 10. 4.01 2.91 3.99 .44 13.22 .00 .00( ) .63(S) 2.01(S) .04(S) 4.54(S) .00( ) 8 11. 4.35 2.91 3.98 .43 13.14 .00 .00( ) .63(S) 2.00(s) .03(s) 4.52(S) .00( ) 8 12. 4.00 2.91 3.97 .43 13.05 .00 .00( ) - ..62(S) 2.00(s) .03(S) 4.51(S) .00( ) 8 13. 4.35 2.90 3.96 .42 12.97 .00 .00( ) .62(S) 1.99(S) .03(S) 4.49(S) .00( ) 8 14. 4.00 2.90 3.95 .41 12.68 .00 ' .00( ) .61(S) 1.99(s) .03(S) 4.47(S) .00( ) 8 15. 4.35 2.90 3.94 .40 12.80 .00 .00( ) .61(S) 1.98(S) .03(S) 4.45(S) .00( ) 8 16, 4.00 .00( 2.89 ) .61(S) 3,92 1.98(s) .40 .03(s) 12,72 4.44(S) .00 .00( ) 8 17. 4.34 2.89 3.91 .39 12.64 .00 .00( ) .60(S) 1.97(S) .03(S) 4.42(S) .00( ) 8 18. 3.99 2.89 3.90 .38 12.55 .00 .00( ) .60(S) 1.97(S) .03(S) 4.40(S) .00( ) ' 8 19. 4.34 2.88 3.89 .38 12.47 .00 .00( ) .59(S) 1.96(S) .03(S) 4.38(S) .00( ) 8 20. 3.99 2.88 3.88 .37 12.39 .00 .00( ) .59(S) 1.95(S) .03(S) 4.37(S) .00( ) ' 8 21. 4.34 2.88 3.87 .36 12.31 .00 .00( ) .59(S) 1.95(S) .03(S) 4.35(S) .00( ) 8 22. 3.99 . 2.87 3.85 .36 12.23 .00 .00( ) .58(S) 1.94(S) .03(S) 4.33(S) .00( ) 8 23. 4.33 2.87 3.84 .35 12.16 .00 ' .00( ) .58(S) 1.94(S) .03(S) 4.32(S) .00( ) 8 24. 3.98 2.87 3.83 .35 12.08 .00 .00( ) .57(S) 1.93(S) .03(S) 4.30(S) .00( ) 8 25. 4.33 2.87 3.82 .34 12.00 .00 ' .00( ) .57(S) 1.93(S) .03(S) 4.28(S) .00( ) 8 26. 3.98 2.86 3.81 .34 11.92 .00 .00( ) .57(S) 1.92(S) .03(S) 4.27(S) .00( ) 8 27. 4.33 2.86 3.80 .33 11.85 .00 .00( )-.56(S) 1.92(S) .03(S) 4.25(S) .00( ) ' 8 28. 3.98 2.86 3.79 .32 11.77 .00 .00( ) .56(S) 1.91(S) .03(S) 4.23(S) .00( ) 8 29. 4.32 2.85 3.77 .32 11.69 .00 .00( ) �35(S) 1.91(s) .03(S) 4.22(S) .00( ) ' 8 30. 3.97 2.85 3.76 .31 11.62 .00 .00( ) .55(S) 1.90(s) .03(S) 4.20(S) .00( ) 8 31. 4.32 2.85 3.75 .31 11.54 .00 .00( ) .55(S) 1.90(s) .02(S) 4.19(S) .00( ) ' 8 32. 3.97 2.84 3.74 .30 11.47 .00 .00( ) .54(S) 1.89(S) .02(S) 4.17(S) .00( ) 8 33. 4.32 2.84 3.73 .30 11.39 .00 .00( ) .54(S) 1.89(S) .02(S) 4.15(S) .00( ) 8 34. 3.97 2.84 3.72 .29 11.32 .00 ' .00( ) .53(S) 1.88(S) .02(S) 4.14(S) .00( ) 8 35. 4.31 2.84 3.71 .29 11.25 .00 .00( ) .53(S) 1.88(S) .02(s) 4.12(S) .00( ) ' 8 36. 3.97 .00( 2.83 ) .53(S) 3.70 1.87(S) .28 .02(S) 11.18 4.11(S) .00 .00( ) 8 37. 4.31 2.83 3.69 .28 11.10 .00 .00( ) .52(S) 1.87(S) .02(S) 4.09(S) .00( ) 8 38. 3.96 2.83 3.68 .27 11.03 .00 .00( ) .52(S) 1.86(S) .02(S) 4.08(S) .00( ) ' 8 39. 4.31 2.82. 3.67 .27 10.96 .00 .00( ) .51(S) 1.86(S) .02(S) 4.06(S) .00( ) 8 40.. 3.96 2.82 3.66 .26 10.89 .00 .00( ) .51(S) 1.85(S) .02(S) 4.05(S) .00( ) ' 8 41. 4.30 2.82 3.65 .26 10.82 .00 .00( ) .51(S) 1.85(S) .02(S) 4.03(S) .00( ) 8 42. 3.96 2.81 3.64 .26 10.75 .00 .00( ) .50(S) 1.64(S) .02(S) 4.02(S) .00( ) ' 1 8 43. 4.30 2.81 3.63 .25 10.68 .00 .00( ) .50(S) 1.84(S) .02(S) 4.00(S) .00( ) ' 8 44. 3.95 .00( ) 2.81 .50(S) 3.62 1.83(S) .25 .02(S) 10.61 3.99(S) .00 .00( ) 8 45. 4.30 2.81 3.61 .24 10.54 .00 .00( ) .49(S) 1.83(S) .02(S) 3.97(S) .00( ) 8 46. 3.95 2.80 3.60 .24 10.48 .00 .00( ) .49(S) 1.82(S) .02(S) 3.96(S) .00( ) 8 47. 4.30 2.80 3.59 .23 10.41 .00 .00( ) .48(S) 1.82(S) .02(S) 3.94(S) .00( ) 8 48. 3.95 2.80 3.58 .23 10.34 .00 8 49. .00( ) 4.29 .48(S) 2.79 1.81(S) 3.57 .02(S) .23 3.93(S) 10.28 .00( ) .00 .00( ) .48(S) 1.81(S) .02(S) 3.92(S) .00( ) 8 50. 3.94 2.79 3.56 .22 10.21 .00 .00( ) .47(S) 1.80(S) .02(S) 3.90(S) .00( ) 8 51. 4.29 2.79 3.55 .22 10.14 .00 ' .00( ) .47(S) 1.80(S) .02(S) 3.89(S) .00( ) 8 52. 3.94 2.79 3.54 .22 10.08 .00 .00( ) .46(S) 1.79(S) .02(S) 3.87(S) .00( ) 8 53. 4.29 2.78 3.53 .21 10.01 .00 ' .00( ) .46(S) 1.79(S) .02(S) 3.86(S) .00( ) 8 54. 3.94 2.78 3.52 .21 9.95 .00 .00( ) .46(S) 1.78(S) .02(S) 3.85(S) .00( ) - 8 55. 4.28 2.78 3.51 .20 9.88 .00 .00( ) .45(S) 1.78(S) .02(S) 3.83(S) .00( ) ' 8 56. 3.94 2.77 3.50 .20 9.82 .00 .00( ) .45(S) 1.77(S) .02(S) 3.82(S) .00( ) r 8 57. 4.28 2.77 3.49 .20 9.76 .00 .00( ) .45(S) 1.77(S) .02(S) 3.81(S) .00( ) ' 8 58. 3.93 2.77 3.48 .19 9.70 .00 .00( ) .44(S) 1.76(S) .02(S) 3.79(S) .00( ) 8 59. 4.28 2.77 3.47 .19 9.63 .00 .00( ) .44(S) 1.76(S) .02(S) 3.78(S) .00( ) ' 9 0. 3.93 2.76 3.47 .19 9.57 .00 ' .00( ) .43(S) 1.75(S) .02(S) 3.77(S) .00( ) 9 1. 4.28 2.76 3.46 .19 9.51 .00 .00( ) .43(S) 1.75(S) .01(S) 3.75(S) .00( ) 9 2. 3.93 2.76 3.45 .18 9.45 .00 ' .00( ) .43(S) 1.74(S) .01(S) 3.74(S) .00( ) 9 3. 4.27 2.75 3.44 .18 9.39 .00 .00( ) .42(S) 1.74(S) .01(S) 3.73(S) .00( ) ' 9 4. 3.92 .00( ) 2.75 .42(S) 3.43 1.73(S) .18 .01(S) 9.33 3.71(S) .00 .00( ) 9 5. 4.27 2.75 3.42 .17 9.27 .00 .00( ) .41(S) 1.73(S) .01(S) 3.70(S) .00( ) 9 6. 3.92 2.74 3.41 .17 9.21 .00 .00( ) .41(S) 1.72(S) .01(S) 3.69(S) .00( ) ' 9 7. 4.27 2.74 3.40 .17 9.15 .00 .00( ) .41(S) 1.72(S) .01(S) 3.68(S) .00( ) 9 8. 3.92 2.74 3.39 .16 9.09 .00 .00( ) .40(S) 1.72(S) .01(S) 3.66(S) .00( ) ' 9 9. 4.26 2.74 3.38 .16 9.03 .00 .00( ) .40(S) 1.71(S) .01(S) 3.65(S) .00( ) 9 10. 3.92 2.73 � 3.37 .16 8.97 .00 .00( ) .40(S) 1.71(S) .01(S) 3.64(S) .00( ) 9 11. 4.26 2.73 3.36 .16 8.91 .00 ' .00( ) .39(S) 1.70(S) .01(S) 3.63(S) .00( ) 9 12. 3.91 2.73 3.36 .15 8.86 .00 .00( ) .39(S) 1.70(S) .01(S) 3.61(S) .00( ) 9 13. 4.26 2.72 3.35 .15 8.80 .00 .00( ) .38(S) 1.69(S) .01(S) 3.60(S) .00( ) 9 14. 3.91 2.72 3.34 .15 8.74 .00 .00( ) .38(S) 1.69(S) .01(S) 3.59(S) .00( ) 9 15, 4.26 2.72 3.33 .15 8.69 .00 .00( ) .38(S) 1.68(S) .01(S) 3.58(S) .00( ) ' 9 16. 3.91 2.72 3.32 .14 8.63 .00 .00( ) .37(S) 1.68(S) .01(S) 3.56(S) .00( ) 9 17. 4.25 2.71 3.31 .14 8.58 .00 .00( ) .37(S) 1.67(S) .01(S) 3.55(S) .00( ) ' 9 18. 3.90 2.71 3.30 .14 8.52 .00 .00( ) .37(S) 1.67(S) .01(S) 3.54(S) .00( ) 9 19. 4.25 2.71 3.29 .14 8.47 .00 ' 9 20. .00( ) 3.90 .36(S) 2.70 1.66(S) 3.28 .01(S) .13 3.53(S) 8.41 .00( ) .00 .00( ) .36(S) 1.66(S) .01(S) 3.52(S) .00( ) 9 21. 4.25 2.69 3.27 .13 8.36 .00 .00( ) .35(S) 1.66(S) .01(S) 3.51(S) .00( ) 1 ' 9 22. 3.90 2.69 3.27 .13 8.30 .00 .00( ) .35(S) 1.65(S) .01(5) 3.50(S) .00( ) ' 9 23, 4.25 .00( ) 2.68 .35(S) 3.26 1.65(S) .13 .01(5) 1115 3.48(S) .00 .00( ) 9 24. 3.90 2.67 3.25 .13 8.20 .00 .00( ) .34(S) 1.64(S) .01(S) 3.47(S) .00( ) 9 25. 4.24 2.66 3.24- '.12 8.14 .00 .00( ) .34(S) ' 1.64(S) .01(5) 3.46(S) .00( ) ' 9 26. 3.89 2.65 3.23 .12 8.09 .00 .00( ) .34(S) 1.63(S) .01(S) 3.45(S) .00( ) 9 27. 4.24 2.64 3.22 .12 8.04 .00 .00( ) .33(S) 1.63(S) .01(S) 3.44(S) .00( ) 9 28. 3.89 2.63 3.21 .12 7.99 .00 .00( ) .33(S) 1.62(S) .01(5) 3.43(S) .00( ) 9 29. 4.24 2.62 3.20 .12 7.94 .00 .00( ) .33(S) 1.62(S) .01(8) 3.42(S) .00( ) 9 30. 3.89 2.62 3.20 .11 7.88 .00 ' .00( ) .32(S) 1.62(S) .01(S) 3.41(S) .00( ) 9 31. 4.23 2.61 3.19 .11 7.83 .00 .00( ) .32(S) 1.61(S) .01(S) 3.40(S) .00( ) 9 32. 3.89 2.60 3.18 .11 7.78 .00 ' .00( ) .31(S) 1.61(S) .01(S) 3.38(S) .00( ) 9 33. 4.23 2.59 3.17 .11 7.73 .00 .00( ) .31(S) 1.60(S) .01(S) 3.37(S) .00( ) 9 34, 3.88 2.58 3.16 .11 7.68 .00 .. .00( ) .31(S) 1.60(S) .01(S) 3.36(S) .00( ) ' 9 35. 4.23 2.57 3.15 .10 7.63 .00 .00( ) .30(S) 1.59(5) .01(S) 3.35(S) .00( ) r " 9 36. 3.88 2.57 3.15 .10 7.58 .00 .00( ) .30(S) 1.59(S) .01(S) 3.34(5) .00( ) ' 9. 37. 4.22 2.56 3.14 .10 7.54 .00 .00( ) .30(S) 1.59(S) .01(S) 3.33(S) .00( ) . 9 38. 3.87 2.55 3.13 .10 7.49 .00 .00( ) .29(S) 1.58(S) .01(5) 3.32(S) .00( ) ' ' 9 39. 4.19 2.54 3.12 .10 7.44 .00 .00( ) .29(S) 1.58(S) .01(5) 3.31(S) .00( ) 9 40. 3.81 2.53 3.11 .10 7.39 .00 .00( ) .29(S) 1.57(S) .01(S) 3.30(S) .00( ) 9 41. 4.10 2.52 3.10 .09 7.34 .00 .00( ) .28(S) 1.57(S) .01(S) 3.29(S) .00( ) 9 42. 3.69 2.52 3.09 .09 7.30 .00 .00( ) .28(5) 1.56(S) .01(S) 3.28(S) .00( ) ' 9 43. 3.95 .00( ) 2.51 .28(S) 3.09 1.56(S) .09 .01(5) 7.25 3.27(S) .00 .00( ) 9 44. 3.50 2.50 3.08 .09 7.20 .00 .00( ) .27(S) 1.56(S) .01(5) 3.26(S) .00( ) 9 45. 3.74 2.49 3.07 .09 7.16 .00 .001 ) .27(S) 1.55(5) .01(S) 3.25(S) .00( ) ' 9 46. 3.26 2.48 3.06 .09 7.11 .00 .00( > .27(S) 1.55(S) .01(S) 3.24(S) .00( ) 9 47. 3.48 2.48 3.05 .09 7.06 .00 .00( ) .26(5) 1.54(S) .01(5) 3.23(S) .00( ) ' 9 48. 2.98 2.47 3.05 .08 7.02 .00 .00( ) .26(5) 1.54(S) .01(S) 3.22(S) .00( ) 9 49. 3.18 2.46 3.04 .08 6.97 .00 .00( ) .26(S) 1.53(S) .01(S) 3.21(S) .00( ) 9 50. 2.67 2.45 3.03 .08 6.93 .00 ' .00( > .25(5) 1.53(S) .01(5) 3.20(S) .00( ) 9 51. 2.86 2.44 3.02 .08 6.88 .00 .00( ) .25(S) 1.53(S) .01(S) 3.19(S) .00( ) 9 52. 2.34 2.44 3.01 .08 6.84 .00 ' .00( ) .25(S) 1.52(S) .01(5) 3.18(S) .00( ) 9 53. 2.53 2.43 3.00 .08 6.80 .00 .00( ) .24(S) 1.52(S) .01(S) 3.17(S) .00( ) 9 54. 2.02 2.42 3.00 .08 6.75 .00 .00( ) .24(5) 1.51(S) .01(5) 3.16(S) .00( ) ' 9 55. 2.22 2.41 2.99 .07 6.71 .00 .00( ) .24(S) 1.51(S) .01(S) 3.16(S) .00( ) 9 56. 1.73 2.40 2.98 .07 6.67 .00 .00( ) .23(S) 1.51(5) .01(S) 3.15(S) .00( ) 9 57. 1.95 2.40 2.97 .07 6.62 .00 .00( ) .23(S) 1.50(S) .01(S) 3.14(S) .00( ) 9 58. _ 1.49 2.39 2.96 .07 6.58 .00 .00( ) .23(S) 1.50(S) .01(S) 3.13(S) .00( ) ' 9 59. 1.73 2.38 2.96 .07 6.54 .00 .00( ) .22(S) 1.49(S) .01(S) 3.12(S) .00( ) 10 0. 1.28 2.37 2.95 .07 6.50 .00 .00( ) .22(S) 1.49(S) .01(5) 3.11(S) .00( ) THE FOLLOWING CONVEYANCE ELEMENTS WERE SURCHARGED DURING THE SIMULATION. THIS COULD LEAD TO ERRORS ' IN THE SIMULATION RESULTS!! 417 THE FOLLOWING CONVEYANCE ELEMENTS HAVE NUMERICAL STABILITY PROBLEMS THAT LEAD TO HYDRAULIC ' OSCILLLATIONS DURING THE SIMULATION. 2 27 34 36 41 42 45 46 47 93 102 166 168 169 171 172 174 176 178 179 180 250 271 272 291 301 310 315 321 322 ' 324 326 3211 330 331 334 336 350 357 3511 360 365 370 371 372 373 374 380 382 383 384 413 470 471 472 474 477 479 480 481 483 486 488 490 491 496 497 593 594 601 602 605 MCCLELLANDS BASIN MODEL (FULLY INTEGRATED) EXISTING CONDITIONS JUNE 26, 2000 ' ADOPTED 100-YEAR EVENT FILE: MMC2-100.DAT THE SEAR -BROWN GROUP. •*" PEAK FLOWS, STAGES AND STORAGES OF GUTTERS AND DETENSION DAMS ' CONVEYANCE PEAK STAGE STORAGE TIME ELEMENT (CFS) (FT) (AC -FT) (HR/MIN) ' 2 273.9 .1 62.0 2 24. 4 196.4 3.5 1 1. 6 173.7 3.5 0 37: 7 35.4 .6 0 36. 8 190.4 2.0 1 7. ' 9 744.1 3.1 0 41. 11 40.0 .7 0 36. 12 68.0 .8 0 36. 13 95.3 .9 0 36. ' 14 7.9 .4 0 36. 16 51.4 .6 0 35. 20 218.8 3.6 0 36. 21 31.2 .6 0 41. ' 22 214.1 3.3 0 37. 25 1.5 .5 1 10. 26 102.1 4.6 0 56. 27 101.6 .1 2.5 0 51. 28 35.0 .7 0 37. 29 18.2 .5 0 40. 30 15.5 .5 0 36. 31 70.0 3.2 2 1. 32 .0 .0 0 0. ' 33 41.5 .7 0 36. 34 1.9 .1 .9 2 1. 36 23.6 1.5 0 35. 38 98.8 2.6 0 59. 39 76.7 2.4 0 58. ' 40 490.7 4.2 0 36. 41 101.6 4.3 0 52. 42 113.3 2.9 0 56. 43 226.0 (DIRECT FLOW) 0 37. ' 44 67.9 1.5 0 40. 45 11.9 .1 2.2 1 52. 46 11.2 .1 3.9 2 1. 47 7.2 .1 1.6 1 58. 50 497.3 2.8 0 39. ' 51 807.0 3.4 0 37. 72 23.8 1.6 1 31. 73 51.5 .6 0 37. 74 8.8 .4 2 26. ' 75 188.8 2.6 0 35. 76 51.3 1.9 0 41. 82 3.4 .2 0 36. 83 21.0 1.0 0 53. ' 84 573 3 0 35. 85 44.2 .5 0 36. 88 152.0 2.8 0 35. 89 13.6 1.2 0 37. 90 4.9 .2 1 0. 1 v i' � 91 27.1 1.6 i 23. 92 13.3 1.1 0 35. ' 93 94 7.1 71.8 .1 2.9 6.2 1 1 2. 6. 95 289.3 (DIRECT FLOW) 0 35. 102 838.8 7.0 1 18. 112 11.4 .4 0 35. 116 283.4 3.3 2 26. ' 124 16.9 1.0 1 32. 130 55.3 2.4 0 35. 131 88.6 3.1 0 35. 140 293.4 3.3 2 26. ' 141 95.3 1.9 1 6. 160 74.3 2.9 0 35. 166 25.6 .1 2.8 0 55. 167 25.6 1.7 0 56. 168 19.0 .1 .5 0 42. ' 169 44.1 2.4 0 42. 170 42.1 2.2 0 46. 171 4.1 .1 1.5 2 1. 172 10.8 .1 8.1 2 3. ' 173 8.8 1.1 2 9. 174 46.2 1.9 0 46. 175 48.7 2.3 0 49. 176 25.8 *1 1.9 0 51, 177 117.1 3.4 0 55. 178 46.9 .1 5.3 0 58. 179 15.6 1.6 0 35. 180 88.8 .1 5.3 1 19. 201 53.5 (DIRECT FLOW) 0 35. ' 202 92.4 (DIRECT FLOW) 0 35. 203 37.8 (DIRECT FLOW) 0 35. 209 310.1 (DIRECT FLOW) 0 35. ' 210 214 449.5 38.5 (DIRECT (DIRECT FLOW) FLOW) 0 0 35, 35. 215 23.0 (DIRECT FLOW) 0 35. 216 283.6 (DIRECT FLOW) 2 21. 223 150.0 (DIRECT FLOW) 0 35. 224 189.9 (DIRECT FLOW) 0 35. ' 226 67.0 (DIRECT FLOW) 0 35. 241 96.0 (DIRECT FLOW) 1 3. 250 1.5 .1 .3 1 7. ' 251 252 58.5 77.4 (DIRECT (DIRECT FLOW) FLOW) 0 0 35. 35. 261 94.6 (DIRECT FLOW) 0 35. 262 129.6 (DIRECT FLOW) 0 35. 270 25.9 (DIRECT FLOW) 0 35. 271 51.2 2.6 0 35. t 272 .9 .1 .2 1 15. 275 86.3 2.7 0 50. 281 53.0 .6 0 50. 282 298.4 1.9 1 17. ' 283 298.7 1.5 1 15. 284 259.3 1.0 1 12. 291 3.1 .1 1.2 2 1. 301 28.3 A 4.5 1 14. 310 9.5 .1 13.8 2 10. ' 315 11.3 .1 1.2 1 0. 320 56.2 1.6 0 41. 321 38.4 .1 5.7 1 12. 322 11.2 .1 3.5 2 0. ' 323 11.2 .4 1 59. 324 96.2 2.4 0 35. 325 188.2 2.9 0 35. 326 184.0 3.7 0 36. ' 327 167.4 2.8 0 38. 328 41.0 2.0 0 35. 329 189.9 2.8 0 38. 330 5.4 .1 2.3 2 1. 331 102.9 2.3 0 35. 334 16.9 .1 4.0 1 31. 336 19.0 .1 2.4 2 1. 341 196.6 4.8 1 0. ' 350 357 11.7 380.5 .1 3.3 1.2 0 1 56. 20. 358 380.5 4.0 1 20. 359 380.4 3.3 1 23. 360 383.0 4.0 1 22. r 1 361 388.3 3.3 1 21. 362 390.7 3.3 1 21. .., ' 363 364 402.9 613.5 3.4 4.2 1 1 18. 7. 365 18.3 .1 2.6 1 0. 366 723.2 4.5 1 5. 367 722.4 6.2 1 8. 368 726.1 5.2 1 14. 369 125.4 2.6 0 52. 370 17.0 .1 .8 0 47. 371 1.6 .1 .4 1 31. 372 27.1 .1 .6 0 45. ' 373 251.1 .1 12.6 0 58. 374 24.8 .1 1.9 0 51. 380 67.8 .1 6.5 1 12. 381 .0 .0 0 0. . 382 26.8 .1 1.2 0 46. ' 383 16.0 .1 1.9 1 7. 384 10.9 .1 1.9 1 21. 386 265.7 1.2 1 6. 387 211.2 .9 1 1. 388 223.9 .9 0 53. 395 3.6 (DIRECT FLOW) 0 30. 400 48.7 1.2 0 37. 401 26.3 .4 0 48. 402 31.3 .5 0 49. ' 403 24.2 1.3 1 23. 404 84.0 2.5 0 45. - 405 94.0 3.9 1 13. 406 233.9 (DIRECT FLOW) 0 35. ' 407 104.1 (DIRECT FLOW) 0 56. 409 122.1 1.1 0 52. 410 1230.6 4.4 1 17. 411 1253.4 7.1 1 21. ' 412 1278.1 6.3 1 23. 413 1379.2 6.3 1 21. 414 1404.2 3.2 1 24. 415 1448.1 2.7 1 27. 416 1460.1 3.1 1 29. 417 A .1 421.0 10 0. 470 70.0 .1 1.1 2 0. 471 66.9 .1 .9 2 0. ' 472 474 61.6 8.8 .1 .1 8.9 14.1 2 2 1. 21. 477 61.9 .1 .4 0 37. 479 12.2 .1 .1 0 35. 480 10.1 .1 .1 0 36. 481 15.2 .1 .2 0 37. ' 483 2.8 .1 1.1 2 0. 486 40.0 .1 4.8 1 B. 488 25.3 .1 10.9 2 29. 490 2.1 .1 .2 0 50. ' 491 3.6 .1 .5 0 55. 496 13.2 .1 2.1 1 7. 497 1.8 .1 .8 2 1. 517 1493.2 (DIRECT FLOW) 1 29. 570 92.0 (DIRECT FLOW) 0 40. ' 571 97.5 (DIRECT FLOW) 0 35. 572 256.6 (DIRECT FLOW) 0 35. 574 409.1 (DIRECT FLOW) 0 35. 576 67.4 (DIRECT FLOW) 0 40. ' 577 71.6 (DIRECT FLOW) 0 35. 582 7.8 (DIRECT FLOW) 0 34. 583 23.8 (DIRECT FLOW) 0 53. 584 40.0 (DIRECT FLOW) 1 8, 586 232.7 (DIRECT FLOW) 0 35. ' 588 256.1 (DIRECT FLOW) 0 35. 591 9.1 1.1 2 5. 592 11.0 .6 1 59. 593 11.0 .1 3.2 1 56. ' 594 9.1 .1 3.0 2 1. 601 8.9 .1 5.1 2 3. 602 16.4 .0 4.1 1 33. ' 601 611 107.3 99.0 .1 1.9 21.4 1 0 34, 36. 621 66.9 1.7 0 35. 631 195.3 2.0 0 35. 651 141.7 2.4 0 35. Pool) A ____ poop Q ' 671 414.4 2.8 0 35. 673 19.0 (DIRECT FLOW) 1 8. ' 681 682 217.5 6.0 2.7 (DIRECT FLOW) 0 0 35. 34. 683 1.8 (DIRECT FLOW) 0 34. 664 21.0 (DIRECT FLOW) 0 40. 691 43.4 .3 1 13. 692 67.8 (DIRECT FLOW) 1 12. ' ENDPROGRAM PROGRAM CALLED I r [_J u 1 1 I I I I I I F I I RELEASE RATES (cfs) (From Master Plan) (From Master Plan) (From Master Plan) (From SWMM) (From SWMM) (From SWMM) 'Release Single Family Multi Family Sage Creek Total Single Family Multi Family Sage Creek Total Difference Maximum Maximum Maximum Actual Actual Actual 10-Year 6.16 5.16 11.32 2.57 8.65 11.22 0.10 100-Year 15.31 12.90 28.21 8.90 16.5 25.40 2.81 Release Difference is the difference between maximum allowable historic releases and actual developed releases. A positive difference means release is within allowable historic release rates. A negative difference (if in parentheses) means release rates are above allowable historic releases and needs City of Fort Collins approval. (From Master Plan) = 0.2 ds/acre for 10-year and 0.5 ds/acre for 100-year. (From SWMM) = required storage per SWMM run calculations. Maximum = maximum allowable per Master Plan. Actual = SWMM run calculated releases for proposed developed conditions. The 0.00 value in the 10-year Actual release from the Single Family area is due to McClellands Channel 10-year WSEL is approximately the same elevation in the Single Family pond (Pond A). This pond will drain as McClellands Channel peak 10-year flows move downstream. I I I I I 1 r 11 C 1 O II U C a m Er 0000C ncl �Co O >> o 0 0 0 o v rn N LL v O O O O O M V N N n >> O U u 2 U 00000CovCnom� � c ow 00000COCCno U 000Ch C606C660 75 a c CL a • J N N N N N N N N N N N v v v V V v V v v v v O c>nn v � > v v v v v v v v v v V G N � 3 U) O T Q LL N mw `- OOOOOf00 <00O OOOGOth tO CYJ U W O 0 = C O fh II N cr C O m g > a U r n r n r n r n n r m 17 in O U 4-- U 0 O °U v � m O O O O O O O O O N O O N N N c h v � N N O h V N II Oi 3 y 0 0 4] N N N N N N IN �' J II O 0 o6 ovi C7 C+i ni C+i C+i C+i C+i yv F ?� c p M N 5� o000000000o fOU� } C m c6 m c6 c6 O cO Cb CD Ia co c6 v > m O W to OOOOOOI W O> C W v V V v v v v a v v v N � CO O O N O O O O O N O O N N O `• OONON000 V 00 v to N j OOO Nei Rv NO N O an d rn rn rn m rn rn rn rn rn rn m m m m m w v v v It v v v v v v v v v v 3 Lil U) W n J W W n W (n �U)3 3 d y U ? ? U U)U) 0 a 0 Flow: McClel s channel w/ mods 2-2-00 S = 30 cClelland's Ditch 4916 05 .OS'—K--.OS--> Legend EG 100-year WS 100-year 4914 ----- EG 2-year WS 2-year Ground 4912 • c)I Sp -----'---- Bank Sta 0 i Lu 4908 4906 0 50 100 150 200 250 Station (R) Flow: McClellands channel w/ mods 2-2-00 RS = 29 McClelland's Ditch 4916 .OS .05 .05 —>! Legend EG 100-year 49144 �.--. WS 1 year ---__ 2- EG 2-year • WS 2-year Ground a912 • Bank Sta c— G d W 490V 4906 0 20 40 60 80 100 120 140 160 180 Station (ft) [1 r [1 1 I 11 i I Sage Creek 434.021A Detention Pond Stage Storage Curve Pond A Cumulative Elev Area Area Storage Storage (ft) (ft2) (ac) (ac-ft) (ac-ft) 4909 2,355 0.05 0.00 0.00 4910 21,310 0.49 0.00 0.00 4910.52 34,573 0.79 0.00 0.00 WQCV Elevation 4911 46,815 1.07 0.76 0.76 H = 2.02 4911.50 49,210 1.13 0.55 1.30 4912 51,605 1.18 0.57 1.87 4913 57,285 1.32 1.24 3.11 4914 62,756 1.44 1.36 4.47 4915 68,335 1.57 1.49 5.96 4916 74,020 1.70 1.62 7.558 Storage from detention pond design for site only. Interpolate the water surface elevation for the 100-year storage in detention pond: Enter Required Storage W.S. Elev. (SWMM) (ac-ft) (ft) Linear: 5.14 4914.45 100-Year WSEL Linear: 2.06 4912.15 10-Year WSEL Area -Capacity Curve 1.80 7 1.60 6 v 1.40 5 x 1.20 u a 1.00 4 T u 0.80 g 0.60 m 2 w 0.40 t� 0.20 1 0.00 0 4909 4910.52 4911.50 4913 4915 Stage (ft el) t-Area Capacity L:\JOBS\434-021A\sile\Drainage\Detention Ponds\[Ponds Rating Cuwe2.xls]Pond B Rating curve ' June 2, 2000 CJ 1 Sage Creek 434-021A Detention Pond Stage Storage Curve Pond A Cumulative Elev Area Area Storage Storage (ft) (ft2) (ac) (ac-ft) (ac-ft) 4909 2,355 0.05 0.00 0.00 4910 21,310 0.49 0.23 0.23 4910.52 34,573 0.79 0.33 0.56 WQCV Elevation 4911 46,815 1.07 0.76 1.31 4911.50 49,210 1.13 0.55 1.86 4912 51,605 1.18 0.57 2.43 4913 57,285 1.32 1.24 3.67 4914 62,756 1.44 1.36 5.03 4915 68,335 1.57 1.49 6.52 4916 74,020 1.70 1.62 8.14 Storage from detention pond design for site only. Interpolate the water surface elevation for the 100-year storage in detention pond: Enter Required Storage W.S. Elev. (WQCV) (ac-ft) (ft) Linear: 0.56 4910.52 Area -Capacity Curve 1.80 7 1.60 6 v 1.40 5 w 1.20 a 1.00 4 T 0.80 3 a 0.60 2 R (n 0.40 V 0.20 1 0.00 GL0 4909 4910.52 4911.50 4913 4915 Stage (ft el) --FArea -*-Capacity L:\JOBS\434-021A\site\Drainage\Detention Ponds\[Ponds Rating Curve2.xls]Pond A Rating curve June 2, 2000 ' m m d v m Ex o0o aomNv c 0 ' >> V o m O O O n m to N (0 0000—MvuS a U Lu Z U 3 H N LO LO 0) 000aoCR C?LncO c 0 L) 000coNLO10 m c 0 a • � n n n n n n n n N N N N N N N N ' OC/) v m m m m m m m m O O O O O O O O O m m m m m m m m V 7 V V V R V V ' LQ c 3 � o L N LL N O O O W aNMUM cm N cn o0o XI��fOOr~U U i2x O d W O N C ' O � Cl) m c0 N W 11 C/) Lo 0 U a' c E a ° o u E04 n > d 0 W'> l0 O U nnnnrrrnnn L1)N ro ~U 0 Q O rn t w O OOQU 0Lt O U C� G N (0 y _y N O_ N O (Ui co II 9 N oo C L Co a 0 0 0 0 0 0 0 0 0 a 3 "' j II d N — N N N N N N N N W d Q '• c 5 c 0 0 0 0 0 0 0 0 L 4) U o N _ OD 02 00000000 M _ 2 U U = 70 N In In N N 6 In N 0' 7 �p co y> �..� 00000000 O 0 J >c IT IT W v v v v v v O W II (0 CO N Y >-rnN w U m c CD o O o oON000nO nNLO O � m O O n 0 0 0 N O N n n O V n Lri(o(or� bm>io mn(o 0 >�- o000000� 000 0 N m : c� 2? mmmmmmmm V a V V IT a V V mmm C fO W C V V aY W W W J W 41 fn fn W tL o T w 0 6• w 4 4 4 Flow: McClellands channel w/ mods 2-2-00 50 100 150 Station (ft) Flow: McClellands channel w/ mods 2-2-00 I � 300 ~ 0 50 100 150 200 Station (ft) 250 I EG 100-year WS 100-year EG 2-year WS 2-year Ground Bank Sta Sage Creek Detention Pond Stage/Storage Curve Pond B Cumulative Elev Area Area Storage Storage (ft) (ft2) (ac) (ac-ft) (ac-ft) 4905 0 0.00 0.00 0.00 4906 14,250 0.33 0.00 0.00 4906.75 42,448 0.97 0.00 0.00 WQCV Elevation 4907 52,100 1.20 0.71 0.71 H = 1.74 4908 70,350 1.62 1.27 1.98 4909 80,800 1.85 1.72 3.69 4910 90,200 2.07 1.94 5.64 Storage from detention pond design for site only. Interpolate the water surface elevation for the 100-year storage in detention pond: Enter Required Storage W.S. Elev. (SWMM) (ac-ft) (ft) Linear: 4.22 4909.27 100-Year WSEL Linear: 1.62 4907.72 10-Year WSEL 434-021 A Area -Capacity Curve 3.00 6 2.50 5 u r 2.00 4 6 C 1.50 3 d u 'u 4! 1.00 2 m � U vJ 0.50 1 0.00 0 4906 4906.75 4907 4908 4909 4910 Stage (ft el) (Area -0 Capacity L:\JOBS`.434-021A\site\Drainage\Detention Ponds\[Ponds Rating Curve2.x1sJPond B Rating curve June 2, 2000 11 1 Sage Creek 434.021A Detention Pond Stage Storage Curve Pond B Cumulative Elev Area Area Storage Storage (ft) (ft2) (ac) (ac-ft) (ac-ft) 4905 0 0.00 0.00 0.00 4906 14,250 0.33 0.11 0.11 4906.75 42,448 0.97 0.46 0.57 WQCV Elevation 4907 52,100 1.20 0.71 1.28 4908 70,350 1.62 1.27 2.55 4909 80,800 1.85 1.72 4.26 4910 90,200 2.07 1.94 6.221 Storage from detention pond design I for site only. Interpolate the water surface elevation for the 100-year storage in detention pond: Enter Required Storage W.S. Elev. (WQCV) (ac-ft) (ft) Linear: 0.57 4906.75 Area -Capacity Curve 1.80 7 1.60 6 1.40 5 1.20 u Q 1.00 4 T u 0.80 3 0.60 2CL y 0.40 M 0.20 1 0.00 0 4909 4910.52 4911.50 4913 4915 Stage (ft el) tArea __*-Capacity L:\JOBS\434-021A1site\Drainage\Detention Ponds\[Ponds Stage-Storage2.x1s]Pond B WQCV June 2. 2000 Design Procedure Form: Extended Detention Basin (EDB) - Sedimentation Facility Sheet 1 of 3 Designer: Lee Cunning Company: The Sear -Brown Group Date: March 10, 2000 Project: Sage Creek Location: POND A (Single Family) 1. Basin Storage Volume la = 40.63 % A) Tributary Area's Imperviousness Ratio (i = la / 100) i = 0.41 B) Contributing Watershed Area (Area) Area = 30.61 acres C) Water Quality Capture Volume (WQCV) WQCV = 0.18 watershed inches (WQCV =1.0 - (0.91 ' 13 - 1.19IZ + 0.78. 1)) D) Design Volume: Vol = (WQCV / 12)' Area' 1.2 Vol = 0.556 acre-feet 2. Outlet Works A) Outlet Type (Check One) x Orifice Plate Perforated Riser Pipe Other: B) Depth at Outlet Above Lowest Perforation (H) H = 1.93 feet C) Required Maximum Outlet Area per Row, (k) A. = 1.24 square inches D) Perforation Dimensions (enter one only): i) Circular Perforation Diameter OR D = 1.2500 inches, OR ii) 2" Height Rectangular Perforation Width W = inches E) Number of Columns (nc, See Table 6a-1 For Maximum) nc = 1 number F) Actual Design Outlet Area per Row (A,) A. = 1.23 square inches G) Number of Rows (nr) nr = 6 number H) Total Outlet Area (Aa,) Ao, = 7.11 square inches 3. Trash Rack A) Needed Open Area: A, = 0.5' (Figure 7 Value)' Ao, A, = 234 square inches B) Type of Outlet Opening (Check One) x <_ 2" Diameter Round 2" High Rectangular Other: C) For 2", or Smaller, Round Opening (Ref.: Figure 6a): i) Width of Trash Rack and Concrete Opening (W wd from Table 6a-1 Wconc = 9 inches ii) Height of Trash Rack Screen (HTR) HTR = 47 inches Pond A WQCV.xls, EDB Design Procedure Form: Extended Detention Basin (EDB) - Sedimentation Facility Sheet 2 of 3 Designer: Lee Cunning Company: The Sear -Brown Group Date: March 10, 2000 Project: Sage Creek Location: POND A (Single Family) iii) Type of Screen (Based on Depth H), Describe if "Other" x S.S. #93 VEE Wire (US Filter) Other: iv) Screen Opening Slot Dimension, Describe if "Other" x 0.139" (US Filter) Other: v) Spacing of Support Rod (D.C.) 0.75 inches Type and Size of Support Rod (Ref.: Table 6a-2) #156 VEE vi) Type and Size of Holding Frame (Ref.: Table 6a-2) 3/8 in. x 1.0 in. flat bar D) For 2" High Rectangular Opening (Refer to Figure 6b): 1) Width of Rectangular Opening (W) W = inches ii) Width of Perforated Plate Opening (W., = W + 12") Wwne = inches iii) Width of Trashrack Opening (Wop ,inq) from Table 6b-1 Wopen;ne = inches iv) Height of Trash Rack Screen (HTR) HTR = inches v) Type of Screen (based on depth H) (Describe if "Other') KlempTm KPP Series Aluminum Other: vi) Cross -bar Spacing (Based on Table 6b-1, KlempTM KPP inches Grating). Describe if "Other' Other: vii) Minimum Bearing Bar Size (Klempirm Series, Table 615-2) 4. Detention Basin length to width ratio 1 0.33 (UW) 5 Pre -sedimentation Forebay Basin - Enter design values A) Volume (5 to 10% of the Design Volume in 1 D) acre-feet B) Surface Area acres C) Connector Pipe Diameter inches (Size to drain this volume in 5-minutes under inlet control) D) Paved/Hard Bottom and Sides yes/no Pond A WQCV.xls, EDB Design Procedure Form: Extended Detention Basin (EDB) - Sedimentation Facility Sheet 3 of 3 11 11 0 1 1 Designer: Lee Cunning Company: The Sear -Brown Group Date: March 10, 2000 Project: Sage Creek Location: POND A (Single Family) 6. Two -Stage Design A) Top Stage (DWo = 2' Minimum) DWo = feet Storage= acre-feet B) Bottom Stage (Des = DWo+ 1.5' Minimum, DWo+ 3.0' Maximum, DBs = feet Storage = 5% to 15% of Total WQCV) Storage= acre-feet Surf. Area= acres C) Micro Pool (Minimum Depth = the Larger of Depth= feet 0.5' Top Stage Depth or 2.5 Feet) Storage= acre-feet Surf. Area= acres D) Total Volume: Vol,,, = Storage from 5A + 6A + 6B Vol,o, = acre-feet Must be > Design Volume in 1 D 7. Basin Side Slopes (Z, horizontal distance per unit vertical) Z = 4.00 (horizontal/vertical) Minimum Z = 4, Flatter Preferred 8. Dam Embankment Side Slopes (Z, horizontal distance) Z = 4.00 (horizontal/vertical) per unit vertical) Minimum Z = 3, Flatter Preferred 9. Vegetation (Check the method or describe "Other') Native Grass x Irrigated Turf Grass Other: Notes: Pond A WQCV.xls, EDB Design Procedure Form: Extended Detention Basin (EDB) - Sedimentation Facility Sheet 1 of 3 1 1 1 1 Designer: Lee Cunning Company: The Sear -Brown Group Date: March 10, 2000 Project: Sage Creek Location: POND B (Multi Family) 1. Basin Storage Volume la = 55.32 % A) Tributary Area's Imperviousness Ratio (i = la / 100) i = 0.55 B) Contributing Watershed Area (Area) Area = 25.80 acres C) Water Quality Capture Volume (WQCV) WQCV = 0.22 watershed inches (WQCV=1.0.(0.91'13-1.19`12+0.78-1)) D) Design Volume: Vol = (WQCV / 12)' Area' 1.2 Vol = 0.571 acre-feet 2. Outlet Works A) Outlet Type (Check One) x Orifice Plate Perforated Riser Pipe Other: B) Depth at Outlet Above Lowest Perforation (H) H = 1.40 feet C) Required Maximum Outlet Area per Row, (A,) A. = 2.05 square inches D) Perforation Dimensions (enter one only): 1) Circular Perforation Diameter OR D = 1.6000 inches, OR ii) 2" Height Rectangular Perforation Width W = inches E) Number of Columns (nc, See Table 6a-1 For Maximum) nc = 1 number F) Actual Design Outlet Area per Row (Aa) A. = 2.01 square inches G) Number of Rows (nr) nr = 4 number H) Total Outlet Area (A0J Ao, = 8.42 square inches 3. Trash Rack A) Needed Open Area: A, = 0.5' (Figure 7 Value)' Ao, A, = 266 square inches B) Type of Outlet Opening (Check One) x <_ 2" Diameter Round 2" High Rectangular Other: C) For 2", or Smaller, Round Opening (Ref.: Figure 6a): i) Width of Trash Rack and Concrete Opening (W.") from Table 6a-1 W. . = 12 inches ii) Height of Trash Rack Screen (HTR) HTR = 41 inches Pond B WQCV.xls, EDB Design Procedure Form: Extended Detention Basin (EDB) - Sedimentation Facility Sheet 2 of 3 1 1 1 1 1 Designer: Lee Cunning Company: The Sear -Brown Group Date: March 10, 2000 Project: Sage Creek Location: POND B (Multi Family) iii) Type of Screen (Based on Depth H), Describe if "Other" x S.S. #93 VEE Wire (US Filter) Other: iv) Screen Opening Slot Dimension, Describe if "Other" x 0.139" (US Filter) Other: v) Spacing of Support Rod (O.C.) 1.00 inches Type and Size of Support Rod (Ref.: Table 6a-2) TE 0.074 in. x 0.50 in. vi) Type and Size of Holding Frame (Ref.: Table 6a-2) 0.75 in. x 1.00 in. angle D) For 2" High Rectangular Opening (Refer to Figure 6b): 1) Width of Rectangular Opening (W) W = inches ii) Width of Perforated Plate Opening (W., = W + 12") Wwnc = inches iii) Width of Trashrack Opening (W..,,,,) from Table 6b-1 Wown;n9 = inches iv) Height of Trash Rack Screen (HTR) HTR = inches v) Type of Screen (based on depth H) (Describe if "Other") KlempTm KPP Series Aluminum Other: vi) Cross -bar Spacing (Based on Table 6b-1, KlempTm KPP inches Grating). Describe if "Other" Other: vii) Minimum Bearing Bar Size (KlempTM Series, Table 6b-2) (Based on depth of WOCV surcharge) 4. Detention Basin length to width ratio (L/W) 5 Pre -sedimentation Forebay Basin - Enter design values A) Volume (5 to 10% of the Design Volume in 1D) acre-feet B) Surface Area acres C) Connector Pipe Diameter inches (Size to drain this volume in 5-minutes under inlet control) D) Paved/Hard Bottom and Sides yes/no Pond B WQCV.xls, EDB Design Procedure Form: Extended Detention Basin (EDB) - Sedimentation Facility Sheet 3 of 3 1 1 I 11 I I 1 I I r I Fl Designer: Lee Cunning Company: The Sear -Brown Group Date: March 10, 2000 Project: Sage Creek Location: POND B (Multi Family) 6. Two -Stage Design A) Top Stage (Dwo = 2' Minimum) Dwo = feet Storage= acre-feet B) Bottom Stage (DBs = Dwo+ 1.5' Minimum, Dwo+ 3.0' Maximum, DBs = feet Storage = 5% to 15% of Total WQCV) Storage= acre-feet Surf. Area= acres C) Micro Pool (Minimum Depth = the Larger of Depth= feet 0.5 " Top Stage Depth or 2.5 Feet) Storage= acre-feet Surf. Area= acres D) Total Volume: Vol,., = Storage from 5A + 6A + 6B Vol'o, = acre-feet Must be _> Design Volume in 1 D 7. Basin Side Slopes (Z, horizontal distance per unit vertical) Z = 4.OD (horizontal/vertical) Minimum Z = 4, Flatter Preferred 8. Dam Embankment Side Slopes (Z, horizontal distance) Z = 4.00 (horizontal/vertical) per unit vertical) Minimum Z = 3, Flatter Preferred 9. Vegetation (Check the method or describe "Other") Native Grass x Irrigated Turf Grass Other: Notes: r Pond B WQCV.xls, EDB I DRAINAGE CRITERIA MANUAL (V. 3) STRUCTURAL BEST MANAGEMENT PRACTICES 1i I I I I t I. I 6.0 EXTENDED DETENTION BASIN (EDB)— SEDIMENTATION FACILITY 6.1 Description An extended detention basin (EDB) is a sedimentation basin designed to totally drain dry sometime after stormwater runoff ends. It is an adaptation of a detention basin used for flood control. The primary difference is in the outlet design. The EDB uses a much smaller outlet that extends the emptying time of the more frequently occurring runoff events to facilitate pollutant removal. The EDB# drain time for the brim -full water quality capture volume (i.e., time to fully evacuate the design capture volume) of 40 hours is recommended to remove a significant portion of fine particulate pollutants found in urban stormwater runoff. Soluble pollutant removal can be somewhat enhanced by providing a small wetland marsh or ponding area in the basin's bottom to promote biological uptake. The basins are considered to be "dry" because they are designed not to have a significant permanent pool of water remaining between storm runoff events. However, EDB may develop wetland vegetation and sometimes shallow pools in the bottom portions of the facilities. 6.2 General Application An EDB can be used to enhance stormwater runoff quality and reduce peak stormwater runoff rates. If these basins are constructed early in the development cycle, they can also be used to trap sediment from construction activities within the tributary drainage area. The accumulated sediment, however, will need to be removed after upstream land disturbances cease and before the basin is placed into final long-term use. Also, an EDB can sometimes be retrofitted into existing flood control detention basins. EDBs can be used to improve the quality of urban runoff from roads, parking lots, residential neighborhoods, commercial areas, and industrial sites and are generally used for regional or follow-up treatment. They can also be used as an onsite BMP and work well in conjunction with other BMPs, such as upstream onsite source controls and downstream infiltration/filtration basins or wetland channels. If 9-1-99 S-35 Urban Drainage and Flood Control District 1 STRUCTURAL BEST MANAGEMENT PRACTICES DRAINAGE CRITERIA MANUAL (V. 3) desired, a flood routing detention volume can be provided above the water quality capture volume (WQCV) of the basin. 6.3 Advantages/Disadvantages 6.3.1 General. An EDB can be designed to provide other benefits such as recreation and open space opportunities in addition to reducing peak runoff rates and improving water quality. They are effective in removing particulate matter and the associate heavy metals and other pollutants. As with other BMPs, safety issues need to be addressed through proper design. 6.3.2 Physical Site Suitability. Normally, the land required for an EDB is approximately 0.5 to 2.0 percent of the total tributary development area. In high groundwater areas, consider the use of ' retention ponds (RP) instead in order to avoid many of the problems that can occur when the EDB's bottom is located below the seasonal high water table. Soil maps should be consulted, and soil borings may be needed to establish design geotechnical parameters. 6.3.3 Pollutant Removal. The pollutant removal range of an EDB was presented in Table SQ-6 in the Stormwater Quality Management chapter of this volume. Removal of suspended solids and metals can be moderate to high, and removal of nutrients is low to moderate. The removal of nutrients can be 'improved when a small shallow pool or wetland is included as part of the basin's bottom or the basin is . followed by BMPs more efficient at removing soluble pollutants, such as a filtration system, constructed wetlands or wetland channels. The major factor controlling the degree of pollutant removal is the emptying time provided by the outlet. The rate and degree of removal will also depend on influent particle sizes. Metals, oil and grease, and some nutrients have a close affinity for suspended sediment and will be removed partially through sedimentation. 6.3.4 Aesthetics and Multiple Uses. Since an EDB is designed to drain very slowly, its bottom and lower portions will be inundated frequently for extended periods of time. Grasses in this frequently ' inundated zone will tend to die off, with only the species that can survive the specific environment at each site eventually prevailing. In addition, the bottom will be the depository of all the sediment that settles out in the basin. As a result, the bottom can be muddy and may have an undesirable appearance to some. To reduce this problem and to improve the basin's availability for other uses (such as open space habitat passive recreation), it is suggested that the designer provide a lower -stage basin as suggested in the Two Stage Design procedure. As an alternative, a retention pond (RP) could be used, in which the settling occurs primarily within the permanent pool. S-36 9-1-99 Urban Drainage and Flood Control District DRAINAGE CRITERIA MANUAL (V. 3) STRUCTURAL BEST MANAGEMENT PRACTICES 6.4 Design Considerations Whenever desirable and feasible, incorporate the EDB within a larger flood control basin. Also, whenever possible try to provide within the basin for other urban uses such as passive recreation, and wildlife habitat. If multiple uses are being contemplated, consider the multiple -stage detention basin to limit inundation of passive recreational areas to one or two occurrences a year. Generally, the area within the WQCV is not well suited for active recreation facilities such as ballparks, playing fields, and picnic areas. These are best located above the WQCV pool level. ' Figure EDB-1 shows a representative layout of an EDB. Although flood control storage can be accomplished by providing a storage volume above the water quality storage, how best to accomplish this is not included in this discussion. Whether or not flood storage is provided, all embankments should be protected from catastrophic failure when runoff exceeds the design event. The State Engineer's regulatory requirements for larger dam embankments and storage volumes must be followed whenever regulatory height and/or volume thresholds are exceeded. Below those thresholds, the engineer should design the embankment -spillway -outlet system so that catastrophic failure will not occur. Perforated outlet and trash rack configurations are illustrated in the typical details section. Figure EDP-3 equates the WQCV that needs to be emptied over 40 hours, to the total required area of perforations per row for the standard configurations shown in that section. The chart is based on the rows being equally spaced vertically at 4-inch centers. This total area of perforations per row is then used to determine the number of uniformly sized holes per row (see detail in the typical details section). One or more perforated columns on a perforated orifice plate integrated into the front of the outlet can be used. Other types of outlets may also be used, provided they control the release of the WQCV in a manner consistent with the drain time requirements and are approved in advance by the District. ' Although the soil types beneath the pond seldom prevent the use of this BMP, they should be considered I during design. Any potential exfiltration capacity should be considered a short-term characteristic and ignored in the design of the WQCV because exfiltration will decrease over time as the soils clog with fine sediment and as the groundwater beneath the basin develops a mound that surfaces into the basin. High groundwater should not preclude the use of an EDB. Groundwater, however, should to be considered during design and construction, and the outlet design must account for any upstream base flows that enter the basin or that may result from groundwater surfacing within the basin itself. �I Stable, all weather access to critical elements of the pond, such as the inlet, outlet, spillway, and sediment collection areas must be provided for maintenance purposes. �l ,I 9-1-99 S-37 Urban Drainage and Flood Control District STRUCTURAL BEST MANAGEMENT PRACTICES DRAINAGE CRITERIA MANUAL (V. 3) 6.5 Design Procedure and Criteria The following steps outline the design procedure and criteria for an EDB. 1. Basin Storage Volume Provide a storage volume equal to 120 percent of the WQCV based on a 40-hour drain time, above the lowest outlet (i.e., perforation) in the basin. The additional 20 percent of storage volume provides for sediment accumulation and the resultant loss in storage volume. A. Determine the WQCV tributary catchment's percent imperviousness. Account for the effects of DCIA, if any, on Effective Imperviousness. Using Figure ND-1, determine the reduction in impervious area to use with WQCV calculations. B. Find the required storage volume (watershed inches of runoff): Determine the Required WQCV (watershed inches of runoff) using Figure EDB-2, based on the EDB's 40-hour drain time. Calculate the Design Volume in acre-feet as follows: Design Volume — *Area * 1.2 (WQCV 12 ) ' In which: Area = The watershed area tributary to the extended detention pond 1.2factor = Multiplier of 1.2 to account for the additional 20% of required storage for sediment accumulation 2. Outlet Works The Outlet Works are to be designed to release the WQCV (i.e., not the "Design Volume") over a 40-hour period, with no more than 50 percent of the WQCV being released in 12 hours. Refer to the Water Quality Structure Details section for schematics pertaining to structure geometry; grates, trash racks, and screens; outlet type: orifice plate or perforated riser pipe; cutoff collar size and location; and all other necessary components. For a perforated outlet, use Figure EDB-3 to calculate the required area per row based on WQCV and the depth of perforations at the outlet. See the Water Quality Structure Details section to determine the appropriate perforation geometry and number of rows (The lowest perforations should be set at the water surface elevation of the outlet micropool). The total outlet area can then be calculated by multiplying the the area per row by the number of rows. S-38 9-1-99 Urban Drainage and Flood Control District 1 DRAINAGE CRITERIA MANUAL (V. 3) STRUCTURAL BEST MANAGEMENT PRACTICES 3. Trash Rack Provide a trash rack of sufficient size to prevent clogging of the primary water quality outlet. Size the rack so as not to interfere with the hydraulic capacity of the outlet. Using the total outlet area and the selected perforation diameter (or height), Figures 6, 6a or 7 in the Water Quality Structure Details section will help to detemrine the minimum open area required for the trash rack. If a perforated vertical plate or riser is used as suggested in the Manual, use one-half of the total outlet area to calculate the trash rack's size. This accounts for the variable inundation of the outlet orifices. Figures 6 and 6a were developed as suggested standardized outlet designs for smaller sites. 4. Basin Shape Shape the pond whenever possible with a gradual expansion from the ' inlet and a gradual contraction toward the outlet, thereby minimizing short circuiting. The basin length to width ratio between the inlet and the outlet should be between 2:1 to 3:1, with the larger being preferred. It may be necessary to modify the inlet and outlet points through the use of pipes, swales or channels to accomplish this. 5. Two -Stage Design A two -stage design with a pool that fills often with frequently occurring runoff minimizes standing water and sediment deposition in the remainder of the basin. The two stages are as follows: A. Top Stage: The top stage should be 2 or more feet deep with its bottom sloped at 2 percent toward the low flow channel. B. Bottom Stage: The active storage basin of the bottom stage should be 1.5 to 3 feet deeper than the top stage and store 5 to 15 percent of the WQCV. Provide a micro -pool below the bottom active storage volume of the lower stage at the outlet point. The pool should be Y= the depth of the upper WQCV depth or 2.5 feet, whichever is the larger. 6. Low -Flow Channel Conveys low flows from the forebay to the bottom stage. Erosion protection should be provided where the low -flow channel enters bottom stage. Lining the low flow channel with concrete is recommended. Otherwise line its sides with VL Type riprap and bottom with concrete. Make it at least 9 inches deep; at a minimum provide capacity equal to twice the release capacity at the upstream forebay outlet. 7. Basin Side Slopes Basin side slopes should be stable and gentle to facilitate maintenance and access. Side slopes should be no steeper than 4:1, the flatter, the 8. Dam Embankment better and safer. The embankment should be designed not to fail during a 100-year and larger storms. Embankment slopes should be no steeper than 3:1. preferably 4:1 or flatter, and planted with turf forming grasses. Poorly compacted native soils should be excavated and replaced. Embankment soils should be compacted to at least 95 percent of their maximum density according to ASTM D 698-70 (Modified Proctor). Spillway structures and overflows should be designed in accordance with local drainage criteria and should consider UDFCD drop -structure design guidelines. 9. Vegetation Bottom vegetation provides erosion control and sediment entrapment. Pond bottom, berms, and side sloping areas may be planted with native grasses or with irrigated turf, depending on the local setting. 9-1-99 5-39 Urban Drainage and Flood Control District STRUCTURAL BEST MANAGEMENT PRACTICES DRAINAGE CRITERIA MANUAL (V. 3) 10. Access All weather stable access to the bottom, forebay, and outlet works area shall be provided for maintenance vehicles. Maximum grades should be 10 percent, and a solid driving surface of gravel, rock, concrete, or gravel -stabilized turf should be provided. 11. Inlet Dissipate flow energy at pond's inflow point(s) to limit erosion and promote particle sedimentation. Inlets should be designed in accordance with UDFCD drop structure criteria or as another type of an energy dissipating structure. 12. Forebay Design Provide the opportunity for larger particles to settle out in the inlet in an area that has a solid surface bottom to facilitate mechanical sediment removal. A rock berm should be constructed between the forebay and the main EDB. The forebay volume of the permanent pool should be 5 to 10 percent of the design water quality capture volume. A pipe throughout the berm to convey water the EDB should be offset from the inflow streamline to prevent short circuiting and should be sized to drain the forebay volume in 5 minutes. 13. Flood Storage Combining the water quality facility with a flood control facility is recommended. The 10-year, 100-year, or other floods may be detained above the WQCV. See Section 1.5.5 of the BMP Planning For New Development and Significant Redevelopment chapter of this volume for ' further guidance. 14. Multiple Uses Whenever desirable and feasible, incorporate the EDB within a larger flood control basin. Also, whenever possible try to provide for other urban uses such as active or passive recreation, and wildlife habitat. If multiple uses are being contemplated, use the multiple -stage detention basin to limit inundation of passive recreational areas to one or two occurrences a year. Generally, the area within the WQCV is not well suited for active recreation facilities such as ballparks, playing fields, and picnic areas. These are best located above the EDB level. 6.6 Design Examole 1 Design forms that provide a means of documenting the design procedure are included in the Design Forms section. A completed form follows as a design example. `1 I I `1 S-40 9-1-99 Urban Drainage and Flood Control District STRUCTURAL BEST MANAGEMENT PRACTICES DRAINAGE CRITERIA MANUAL (V.3) Side Slopes No Steeper than 4:1 Embankment Side Slope No Steeper than 3:1 Presedimentation Top Stage with Embankment Forebay 2% Slope Floor Drainage pge U'- Bottom-. r Stage , Access to Outlet AL Jr_ Outlet w/Trash Rack 01,,F/o41 Channel JL Spillway PLAN NOT TO SCALE Frequent Runoff Pool 10% to of WQCV\ flow presedementation ---s Secondary Berm dar Forebay Top of Low /Flow Channel �F uwo Flow _ Dis ersin P g ---��-------- Size Outlet 8 Inlet I Drain Forebay Volume in 45 Minutes Invert of Solid Driving Low Flow Surface Channel ' Cwd Iris, Impact Basin. GSB Drop, Convene Rim .. °IMr Hardened RUWam Water Quality Capture Emergency Spillway Flood volume level (including Level 20% additional volume/ (ee.. Spillway Crest for sediment storage) g. 100-yr, SPF, PMF, etc.) Spillway Crest ` Cutoff Collar . Embankment SECTION NOT TO SCALE S=0.0%t Outlet Works (see detail) DMp' z Dwo(2' Min) FIGURE EDB-1 Plan and Section of an Extended Detention Basin Sedimentation Facility 9-1-99 Urban Drainage and Flood Control District S-41 STRUCTURAL BEST MANAGEMENT PRACTICES DRAINAGE CRITERIA MANUAL (V. 3) 0.50 0.45 0.40 70.35 0.30 d 0.25 0.20 3 0.15 0.10 0.05 0 00 I jExtended i Detention Basin 40-hour Drain Time i I Constructed Wetland Basin 24-hour Drain Time _ 6-hr drain time a=0.7 12-hr drain time a = 0.8 7Rrt 24-hr drain time a = 0.9 40-hr drain time a = 1.0 I � I I I I f Retention Pond, Porous Pavement Detention and Porous Landscape Detention 12-hour Drain Time I 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Total Imperviousness Ratio (i = 1, I100 ) FIGURE EDB-2 Water Quality Capture Volume (WQCV), 80th Percentile Runoff Event S-42 9-1-99 Urban Drainage and Flood Control District DRAINAGE CRITERIA MANUAL (V.3) STRUCTURAL BEST MANAGEMENT PRACTICES 110.0 4.( 2.0 1.0 0.6C W: 0.04 B •- 0.01 0.02 EXAMPLE: DWQ = 4.5 ft WQCV = 2.1 acre-feet SOLUTION: Required Area per Row = 1.75 in? EQUATION: WQCV a= K 40 in which, K40=0.013DWQ +0.22DWQ -0.10 CO 1� _7Z 1� Qr O� F ts� c\�J 0.04 0.06 0.10 0.20 0.40 0.60 1.0 2.0 4.0 6.0 Required Area per Row,a (in.2 ) FIGURE EDB-3 Water Quality Outlet Sizing: Dry Extended Detention Basin With a 40-Hour Drain Time of the Capture Volume 9-1-99 Urban Drainage and Flood Control District S-43 STRUCTURAL BEST MANAGEMENT PRACTICES DRAINAGE CRITERIA MANUAL (V. 3) Design Procedure Form: Extended Detention Basin (EDB) -'Sedimentation Facility Sheet 1 of 3 Designer: It. Company: Dale: September 22, 1999 Project: ' Location: i. 1. Basin Storage Volume I, = 50.00 % A) Tributary Area's Imperviousness Ratio (i = I,/ 100) i = 0.50 B) Contributing Watershed Area (Area) Area = 100.00 acres C) Water Quality Capture Volume (WQCV) WQCV = 0.21 watershed inches (WQCV =1.0. (0.91 ' 13 - 1.19.12+ 0.78' 1)) D) Design Volume: Vol = (WQCV / 12)' Area' 1.2 Vol = 2.063 acre-feet 2. Outlet Works A) Outlet Type (Check One) x Orifice Plate Perforated Riser Pipe Other: B) Depth at Outlet Above Lowest Perforation (H) H = 4.00 feet C) Required Maximum Outlet Area per Row, (A.) A. = 2.09 square inches D) Perforation Dimensions(enter one only): i) Circular Perforation Diameter OR D = 1.1250 inches, OR ii) 2" Height Rectangular Perforation Width W = inches E) Number of Columns (nc, See Table 6a-1 For Maximum) nc = 2 number F) Actual Design Outlet Area per Row (A,) A. = 1.99 square inches G) Number of Rom(nr) nr= 12 number H) Total Outlet Area (A,J A„ = 23.86 square inches 3. Trash Rack A) Needed Open Area: A, = 0.5' (Figure 7 Value) - Ae, A, = 799 square inches B) Type of Outlet Opening (Check One) x < 2" Diameter Round 2" High Rectangular Other: C) For 2", or Smaller, Round Opening (Ref.: Figure 6a): it Width of Trash Rack and Concrete Opening (W._J from Table 6a.1 W.. = 24 inches ii) Height of Trash Rack Screen (H,pJ H,a = 72 inches S-44 g-1-99 Urban Drainage and Flood Control District DRAINAGE CRITERIA MANUAL (V. 3) STRUCTURAL BEST MANAGEMENT PRACTICES Design Procedure Form: Extended Detention Basin (EDB) - Sedimentation Facility Sheet 2 of 3 Designer: Company: Date: September 13, 1999 Project: iii) Type of Screen (Based on Depth H), Describe if "Other" X S.S. #93 VEE Wire (US Filter) Other: iv) Screen Opening Slot Dimension, Describe if "Other' X 0.139" (US Filter) Other: v) Spacing of Support Rod (O.C.) 1.00 inches Type and Size of Support Rod (Ref.: Table 6a-2) TE 0.074 in. x 0.75 in. vi) Type and Size of Holding Frame (Ref.: Table 6a.2) 1.00 in. x 1.60 in. angle D) For 2" High Rectangular Opening (Refer to Figure 6b): 1) Width of Rectangular Opening (W) W = inches ii) Width of Perforated Plate Opening (W,a„, = W + 12") Woo.. = inches iii) Width of Trashrack Opening (Woa,,;,,a) from Table 61b-1 W,p,n;,,a = inches iv) Height of Trash Rack Screen (HTs) HTa = inches v) Type of Screen (based on depth H) (Describe if "Other') Klemprm KPP Series Aluminum Other: vi) Cross -bar Spacing (Based on Table 6b-1, Klem pTu KPP inches Grating). Describe if "Other' Other: e■ vii) Minimum Bearing Bar Size (Klem pTa Series, Table 6b-2) 4. Detention Basin length to width ratio 1 2.00 (L/W) 5 Pre -sedimentation Forebay Basin - Enter design values A) Volume (5 to 10 % of the Design Volume in ID) 0.200 acre-feet B) Surface Area 0.069 acres C) Connector Pipe Diameter 6 inches (Size to drain this volume in 5-minutes under inlet control) D) Paved/Hard Bottom and Sides Yes yestno 9-1-99 Urban Drainage and Flood Control District S-45 STRUCTURAL BEST MANAGEMENT PRACTICES DRAINAGE CRITERIA MANUAL (V. 3) Design Procedure Form: Extended Detention Basin (EDB) - Sedimentation Facility Sheet 3 of 3 Designer: Company: Date: September 22, 1999 Project: Location: 6. Two -Stage Design A) Top Stage (Do = 2' Minimum) Dwo = 2.00 feet Storage= 1.800 acre-feet B) Bottom Stage (Des = Dwo+ 1.5' Minimum, Dwo+ 3.0' Maximum, Des = 4.00 feet Storage = 5% to 15% of Total WOCV) Storage= 0.110 acre-feet Surf. Area= 0.028 acres C) Micro Pool (Minimum Depth = the Larger of Depth= 2.50 feet 0.5' Top Stage Depth or 2.5 Feet) Storage= 0.015 acre-feet Surf. Area= 0.006 acres D) Total Volume: Volta, = Storage from 5A + 6A + 613 Volta, = 2.110 acre-feet Must be > Design Volume in 1 D 7. Basin Side Slopes (Z, horizontal distance per unit vertical) Z = 5.00 (horizontal/vertical) Minimum Z = 4, Flatter Preferred 8. Dam Embankment Side Slopes (Z, horizontal distance Z = 4.00 (horizontal/vertical) per unit vertical) Minimum Z = 4, Flatter Preferred 9. Vegetation (Check the method or describe "Other') x Native Grass Irrigated Turf Grass Other: Notes: S-46 9-1-99 Urban Drainage and Flood Control District ' DRAINAGE CRITERIA MANUAL (V. 3) TYPICAL STRUCTURAL BMP DETAILS TYPICAL STRUCTURAL BEST MANAGEMENT PRACTICES DETAILS i CONTENTS Typical Outlet Structure General Notes Figure 1 ....................................Typical WQCV Outlet Structure Profiles Including 100- Year Detention Figure 2 ....................................Typical WQCV Outlet Structure Profiles Including 2- to 10- Year and 100- Year Detention Figure 2-a Alternative ................Typical WQCV Outlet Structure Profiles Including 2- to 10- Year and 100- Year Detention Figure 3 ....................................Typical WQCV Outlet Structure Wingwall Configurations ' Figure 4 ....................................Orifice Details for Draining WQCV Figure 5.................................... WQCV Outlet Orifice Perforation Sizing Figure 6 ....................................Suggested WQCV Outlet Standardized Trash Rack Design Figure 6-a .................................Suggested Standardized Trash Rack and Outlet Design for WQCV Outlets With Circular Openings Table 6a-1................................. Standardized WQCV Outlet Design Using 2" Diameter Circular Openings Table 6a-2................................. Standardized WQCV Outlet Design Using 2" Diamtere Circular Openings Figure 6-b.................................Suggested Standardized Trash Rack and Outlet Design for WQCV Outlets With Rectangular Openings Table 6b-1................................. Standardized WQCV Outlet Design Using 2" Height Rectangular Openings ' Table 6b-2................................. Standardized WQCV Outlet Design Using 2" Height Rectangular Openings Figure 7.................................... Minimum Trash Rack Opening Area — Extended Range 1 I 9-1-99 Urban Drainage and Flood Control District Typical Outlet Structure Notes: The details shown are intended to show design concepts. Preparation of final design plans, addressing details of structural adequacy, excavation, foundation preparation, ' concrete work, reinforcing steel,backfill, metalwork, and appurtenances, including preparation of technical specifications, are the responsibility of the design engineer. Alternate designs to the typical outlet structures shown may be considered; however, alternate designs must address the hydraulic and trash handling functional elements of the structures shown in the Manual. M Wingwolls shown are intended to enable the structure to be backfilled to be flush with the side slopes of the basin, which is the recommended geometry. Other geometries may be considered if their designs related to public safety, aesthetics, maintainability, and function ' are equal to or better than the designs shown in the Manual. Permanent Water Surface shown refers to micro —pool for Extended Detention Basin or ' permanent pool for Constructed Wetland Basin or Retention Pond. An orifice plate is shown as the outflow control; however, an upturned pipe, with orifices may also be used. See Figure 4 for orifice design information. ' A Vertical Trash Rack option is generally shown; however, on Adverse —Slope Trash Rack may also be used. Continuous —Slope Trash Rocks for use with WQCV outlets are not ' recommended. See figure 6 for trash rack design information. References are made to 2— or 10—year detention above the WQCV; however, detention above the WQCV may be sized for any storm event, according to local criteria. The underdrain, including a shutoff valve, from the perimeter of the pond is required for a Wetlond Basin and a Retention Pond. An underdrain, without a shutoff valve, is optional for the micro —pool and may be used to help dry the micro —pool during dry —weather periods. When outlet designs differ from those shown herein: a) Provide needed orifices that are distributed over the vertical height of the ' WQCV, with the lowest orifice located at 2'-6" or more above the bottom of the micro —pool. b) Provide full hydraulic calculations demonstrating that the outlet will provide no ' less than the minimum required drain time of the Water Quality Capture Volume for the BMP type being designed. c) All outlet openings (i.e., orifices) shall be protected by a trash rack sized to provide a minimum net opening area called for by Figure 7, and all trash rack opening dimensions shall be smaller than the smallest dimension of the outlet orifices. d) Trash racks shall be manufactured from stainless steel or aluminum alloy structurally designed to not fail under a full hydrostatic load on the upstream ' side. Urban Drainage and ' Flood Control District Drainage Criteria Manual (V.3) Typical Outlet Structure General Notes ' Note: Size 2— through 100—year overflow trash racks with the aid of figure 7. Emergency Spillway Overflow Outlet for Larger Floods w/ Trash Rack ' 100—YR or Larger Flood Water Surface � WQCV Water Surfac_ � Orifice Plate wocv (See Figure 4� ' Permanent Water — Surface 3or4 Trash Rack (See Figure 6) I Overtopping Protection Finished Grade 100—YR Orifice Control Outlet Outlet Pipe = 120% of 100—YR Capac nderdrain Around icro—Pool (Optional) Drop Box Outlet Option ' Overflow and Emergency Spillway 100—YR or Larger Flood Water Surface ' WQCV Water Surface Orifice Plate wocv (See Figure 4� Permanent Water 3or4 Surface, Trash Rack — —(See Figure 6) 1 Overtopping Protection 10—YR Orifice Control Outlet Outlet Pipe = 120% of 10—YR Capaci+ \—Underdroin Around Micro —Pool (Optional) Overtopping Spillway Option Urban Drainage and Flood Control District Drainage Criteria Manual (V.3) Figure 1 Typical WQCV Outlet Structure Profiles Including 100—Year Detention Note: Size 2— through 100—year overflow trash racks with the aid of figure 7. 100—YR or Larger Flood Detention Overflow with Trash Rack ' 2— to 10—YR Detention Overflow with Trash Rack 100—YR or Larger Flood Water Surface 2— to 10—YR Water Surface WQCV Water Surface ' Hwac� Permanent Water 1 3or4 F— �V Surface y 1 'Trash Race :e Fi ure 6) Orifice Plate (See Figure 4� Overtopping Emergency Spillway Protection for Larger Floods —\ Finished Grade 100—YR Orifice Control Outlet Outlet Pipe = 120% of 100—YR Capacity L 2— to 10—YR Orifice Underdrain Around Control Outlet Micro —Pool (Optional) Drop Box Outlet Option 1 ' 100—YR Flood or Larger Spillway 2— to 10—YR Detention Outlet with Trash Rack ' 100—YR or Larger Flood Water Surface 2— to 10—YR Water Surface _ WQCV Water Surface —� Hwacv Permanent Water 1 3 Surface a ' Trash Rack See Fi ure 6) I Overtopping Protection 2— to 10—YR Orifice Control Outlet Outlet Pipe = 120% of 10— Orifice Plate_/ (See Figure 4) Underdrain Around Micro —Pool (Optional) Overtopping Spillway Option Urban Drainage and ' Flood Control District Drainage Criteria Manual (V.3) acity Figure 2 Typical WQCV Outlet Structure Profiles Including 2— to 10—Year and 100—Year Detention ' Note: Size 2— through 100—year overflow trash racks with the aid of figure 7. 100—YR or Larger Flood Detention Overflow with Trash Rack ' 2— to 10—YR Detention Overflow with Trash Rack 100—YR or Larger Flood Water Surface 2— to 10—YR Water Surface_ WQCV Water Surface a- 30r4 Hwocv I Permanent Water 1 Surfaces Trash Rack See Fi ure 6) — —' Orifice Plate r (See Figure 4) Overtopping Emergency Spillway Protection for Larger Floods —\ Finished Grade 100—YR Orifice Control Outlet Outlet Pipe = 120% of 100—YR Capacity ' L 2— to 10—YR Orifice Underdrain Around Control Outlet Micro —Pool (Optional) ' Drop Box Outlet Option 100—YR or Larger Overtopping ' Flood Spillway Protection 2— to 10—YR Detention Outlet with Trash Rack 100—YR or Larger Flood Water Surface 2— to 10—YR Water Surface =_ �WQCV Water Surface Hwoc I Permanent Water 1 3or4 Surface 2— to 10—YR Orifice E Control Outlet ' Trash Ra k See Fi ure 6� Outlet Pipe = 1207 of 10_Y Orifice Plate (See Figure 4) Underdrain Around ' Micro —Pool (Optional) Overtopping Spillway Option Urban Drainage and ' Flood Control District Drainage Criteria Manual (V.3) y Figure 2—a Alternate Typical WQCV Outlet Structure Profiles Innlnrlinn i— #n 1(1—Vcnr nnil inn —von, Ilcicniin Slope (Varies) Toe of Slope _�� Plan View —Straight Wingwall Option Toe of Slope Generally 30° to 60' of Slope (Varies) For either a Vertical or Adverse —Slope Trash Rack a handrail may be required. Plan View —Flared Wingwall Option Urban Drainage and Flood Control District Drainage Criteria Manual (V.3) Figure 3 Typical WOCV Outlet Structure Wingwall Configurations ' Orifice Perforation Details A� WPlate — WConc. + 6 inches (minimum) 1 Structural Steel Channel Formed Into Concrete, To WConc (see below) Span Width Of Structure. See Figures 6—a, 6—b 1 O_O_O � o � O O I0 4" 1 0l o to Permanent O—I Water Surface 01 I 12 2,-4" M L ax. - Minimum 1 4" 0 o - 1 1 i A Circular Openings: Wconc.Obtained From Table 6a-1 Rectangular Openings: Wconc. = (Width of Rectangular Perforation W) + 12" Rectangular Openings: Wopening (see Figure 6—b) Obtained From Table 6b-1 ' Sc, see Sc. see figure 5 /7Figure 5 --1 W r` ' o 0 E 0� o000 000O00 0 o 000 O O O 000 ° O ° ° 0 0° 000 0 Oo E0& O O000O O 0000 0 000 Example Perforation Patterns Note: The goal in designing the outlet is to minimize the number of columns of perforations that will drain the WQCV in the desired time. Do not, however, increase the diameter of circular perforations or the height of the rectangular perforations beyond 2 inches. Use the )wed perforation shapes and configurations shown above along with Figure 5 to determine the .tern that provides on area per row closest to that required without exceeding it. Urban Drainage and Figure 4 1 Flood Control District Orifice Details for Drainage Criteria Manual (V.3) Draining WQCV Orifice Plate Perforation Sizing [J C] 1] u Circular Perforation Sizing Chart may be applied to orifice plate or vertical pipe outlet. Hole Dic (in) • Hole Dia (in) Min. Sc (in) Area per Row (sq in) n=1 n=2 n=3 1/4 0.250 1 0.05 0.10 0.15 5/16 0.313 2 0.08 0.15 0.23 3/8 0.375 2 0.11 0.22 0.33 7/16 0.438 2 0.15 0.30 0.45 1/2 0.500 2 0.20 0.39 0.59 9/16 0.563 3 0.25 0.50 0.75 5/8 0.625 3 0.31 0.61 0.92 11 16 0.688 3 0.37 0.74 1.11 3 4 0.750 3 0.44 1 0.88 1.33 13/16 0.813 3 0.52 1.04 1.56 7 8 0.875 3 0.60 1.20 1.80 15 16 0.938 3 0.69 1.38 2.07 1 1.000 4 0.79 1.57 2.36 1 1 16 1.063 4 0.89 1.77 2.66 1 1 8 1.125 4 0.99 1.99 2.98 1 3 16 1.188 4 1.11 2.22 3.32 1 1/4 1.250 4 1.23 2.45 3.68 1 5/16 1.313 4 1.35 2.71 4.06 1 3/8 1.375 4 1.48 2.97 4.45 1 7 16 1.438 4 1.62 3.25 4.87 1 1/2 1.500 4 1.77 3.53 5.30 1 9 16 1.563 4 1.92 3.83 5.75 1 5 8 1.625 1 4 2.07 4.15 6.22 1 11 16 1.688 4 2.24 4.47 6.71 1 3 a 1.750 4 2.41 4.81 7.22 1 13 16j2.000 .813 4 2.58 5.16 7.74 1 7 8 .875 4 2.76 5.52 8.28 1 15 16.938 4 2.95 5.90 8.84 2 4 3.14 6.28 9.42 n = Number of columns of perforations Minimum steel plate thickness 1/4 5/16 3/8 " • Designer may interpolate to the nearest 32nd inch to better match the required area, if desired. ' Rectangular Perforation Sizing ' Only one column of rectangular perforations allowed. Rectangular Height = 2 inches 1 Rectangular Width (inches) _ Required Area per Row (sq in) 2" r, L Urban Drainage and Flood Control District Drainage Criteria Manual (V.3) Rectangular Hole Width Min. Steel Thickness 5" 1 4 6" 1 /4 " 7" 5/32 „ 8" 5/16 „ g" 11/32 " 10" 3/8 " >10" 1/2 " Figure 5 WQCV Outlet Orifice Perforation Sizing w. VC LIUUI YVQ� V II USII MUUKJ UIC 611UWII If rIYUI Cb a, o—U, Uf I o—U Iul buyyCbLCU JLUI IUUI UI LOU Iet design. Adverse —Slope Trash Rack design may be used for non —standardized designs, but must t minimum design criteria. ' Structural Steel Channel Stainless Steel Bolts Formed Into Concrete. WCanc. or Intermittant Welds, See Figures 6—a, 6—b A See Figures 6—o, 6—b 1 0 1 ' H Varies 2'-0° to 6'-0" 1 B B 2'-4., ' = (minimum) 1 A--14—J IQCV Trash Racks: Elevction 1. Well —screen trash rocks shall be stainless steel and shall be attached by intermittant ' welds along the edge of the mounting frame. 2. Bar grate trash rocks shall be aluminum and shall be bolted using stainless steel hardwor ' 3. Trash Rack widths are for specified trash rack material. Finer well —screen or mesh size than specified is acceptable, however, trash rack dimensions need to be adjusted for materials having a different open area/gross area ratio (R value) 1 4. Structural design of trash rack shall be based on full hydrostatic head with zero head downstream of the rack. ierflow Trash Racks: 1 1. All trash racks shall be mounted using stainless steel hardware and provided with hinged and lockable or boltable access panels. 1 2. Trash racks shall be stainless steel, aluminum, or steel. Steel trash racks shall be hot dip galvanized and may be hot powder painted after galvanizing. 1 3. Trash Racks shall be designed such that the diagonal dimension of each opening is smaller than the diameter of the outlet pipe. 4. Structural design of trash rack shall be based on full hydrostatic head with zero head downstream of the rack. Urban Drainage and Figure 6 1 Flood Control District Suggested WQCV Outlet Standardized Drainage Criteria Manual (V.3) Trash Rack Design 8" 4'-0" 8" Bolt Down or C808.75 American Standard Structural Steel Channel. Lock Down . Trash Rack Attached By Welding Tubular Rack Swivel Hinge W CV Level 7 Trash Rack On 6" 4" On -- 3ar4 1 1 � ' H Varies 2'-0" U.S. Filter* Stainless C C Steel Perforated Optional -- Flow Control Orifice Plate to Steel Well —Screen Flow Control _ < ' 6'-0" (or equal) Per Tables 6a—,. 6a-2 Plate _ — — — T _ Micro Pool W.S. N Outlet Pipe 18' Min. C8x18.75 American 3" Minimum — Standard Structural - 2•-4" Steel Channel Formed Into Concrete Bottom ' Minimum Into Sides Of W, Trash Rack Attached _ -_ < By Intermittant Welds. I4„ - Section A —A From Figure 6, Circular Openings Only ' Well —Screen Frame Attached To Channel By Intermittant Welds ' Steel Perforated Flow Control Plate Wc...- 1 .' Trash Rack Attached 6" Flow By Intermittant Min. Welding All Around Section B—B — Plan View 'From Figure 6, Circular Openings Only Limits for this Standardized Design: '1. All outlet plate openings are circular. 2. Maximum diameter of opening = 2 inches *U.S. Filter, St. Paul, Minnesota, USA Urban Drainage and ' Flood Control District Drainage Criteria Manual (V.3) Stainless Steel Support Bars No. 93 Stainless Steel (U.S. Filter* or Equal) Wires 1 Flow 0.139" 0.090" Section C—C From Figure 6, Circular Openings Only R Value = (net open area)/(gross rack area) = 0.60 Figure 6—o Suggested Standardardized Trash Rack and Outlet Design For WQCV Outlets With ('irni ilnr nr,.ninnc I 1 Table 6a-1: Standardized WQCV Outlet Design Using 2" Diameter Circular Openings. Minimum Width (W o .) of Concrete Opening for a Well -Screen -Type Trash Rack. See Figure 6-a for Explanation of Terms. Maximum Dia. Width of Trash Rack O ening (W,,,,,) Per Column of Holes as a Function of Water Depth H of Circular Opening (inches) H=2.0' H=3.0' H=4.0' H=5.0' H=6.0' Maximum Number of Columns < 0.25 3 in. 3 in. 3 in. 3 in. 3 in. 14 < 0.50 3 in. 3 in. 3 in. 3 in. 3 in. 14 < 0.75 3 in. 6 in. 6 in. 6 in. 6 in. 7 < 1.00 6 in. 9 in. 9 in. 9 in. 9 in. 4 < 1.25 9 in. 12 in. 12 in. 12 in. 15 in. 2 < 1.50 12 in. 15 in. 18 in. 18 in. 18 in. 2 < 1.77 18 in. 21 in. 21 in. 24 in. 24 in. 1 < 2.00 21 in. 24 in. 27 in. 30 in. 30 in. I Table 6a-2: Standardized WQCV Outlet Design Using 2" Diameter Circular Openings. US Filterrm Stainless Steel Well -Screen 1 (or equal) Trash Rack Design Specifications. Max. Width of Opening Screen #93 VEE Wire Slot Opening Support Rod Type Support Rod, On -Center, Spacing Total Screen Thickness Carbon Steel Frame Type 9" 0.139 #156VEE /." 0.3V '/,"xl.0"flat bar 18" 0.139 TE .074"x.50" 1" 0.655 V x 1.0 angle 24" 0.139 TE .074"x.75" V 1.03" 1.0" x 1'/2" angle 27" 0.139 TE .074"x.75" 1" 1.03" 1.0" x 1 %:" angle 30" 0.139 TE .074"x1.0" I" 1.155" 1 '/,"x 1 %:" angle 36" 0.139 TE .074"x1.0" I" 1.155" 1 '/,"x 1'/" angle 42" 0.139 TE .105"x1.0" I" I.155" 1 '/,"x 1'/ angle US Filter, St. Paul, Minnesota, USA DESIGN EXAMPLE: Given: A WQCV outlet with three columns of 5/8 inch (0.625 in) diameter openings. Water Depth H above the lowest opening of 3.5 feet. Find: The dimensions for a well screen trash rack within the mounting frame. Solution: From Table 6a-1 with an outlet opening diameter of 0.75 inches (i.e., rounded up from 5/8 inch actual diameter of the opening) and the Water Depth H = 4 feet (i.e., rounded up from 3.5 feet). The minimum width for each column of openings is 6 inches. Thus, the total width is W = 3.6 = 18 inches. The total height, after adding the 2 feet below the lowest row of openings, and subtracting 2 inches for the flange of the top support channel, is 64 inches. Thus, Trash rack dimensions within the mounting frame = 18 inches wide x 64 inches high ' From Table 6a-2 select the ordering specifications for an 18", or less, wide opening trash rack using US Filter (or equal) stainless steel well -screen with #93 VEE wire, 0.139" openings between wires, TE .074" x .50" support rods on 1.0" on -center spacing, total rack thickness of 0.655" and'/," x 1.0" welded carbon steel frame. ' Table 6a 1 1 1 1 C12x25 American Standard Structural Steel Channel Formed Into Concrete H Varies 2'-0" to 6'-0" G 2.-4" Minimum 3or4 1� Klemp* KRP Series Aluminum Bar Grate (or equal) Per Tables 6b-1, 6b-2 Micro Pool 12" 4'-0" 8" Bolt Down or / Lock Down Rack Swivel Hinge 1 Trash Rack On 6" 4" Centers - - Optional Flow Control _ = Orifice Plate Steel Perforated _ - -Flow Control Plate Outlet Pipe 78" Min. 3" Minimum _ L *_2 _ Section A —A Klemp* KRP Series From Figure 6, Rectangular Openings Only Aluminum Bar Grate. ' Steel Perforated Flow Control C6x8.2 American ' Plate Standard Structural Steel Channel Formed Into Concrete on both sides [—W-1 \ Varies 6" , =WA 1VEM ■ — / " i W� . �, �� V Wo,.I y, (see Table 6b-1) Bolt Bar Grate Using Stainless Steel Saddle Washers or Treated Steel Bar Stock Klemp* KRP Series (or equal) Aluminum Bar Grote. 3/16" Width Bars On 1-3/16" Centers Section B—B — Plan View Section C—C From Figure 6, Rectangular Openings Only From Figure 6, Rectangular Openings Only for this Standardized Design: R Value = (net open area)/(gross rack area, 'Limits All outlet plate openings are rectangular. = 0.71 for cross rods on 2" centers Hei ht of all recton ular o enin s = 2 inches = 0.77 for cross rods on 4" centers g g P 9 ' For trash rack opening width (W,.,,), see Table 6b-1 Concrete opening for outlet plate (W,,) = W + 12 inches *Klemp Corporation, Orem, Utah, USA Urban Drainage and Figure 6—b Flood Control District Suggested Standardardized Trash Rack Drainage Criteria Manual (V.3) and Outlet Design For WQCV Outlets Wi#h Pcr+nnmdnr Onaninne I I 1 1 L.J 1 1 1 1 Table 6b-1: Standardized WQCV Outlet Design Using 2" High Rectangular Openings. Minimum Width (W...;,g) of Opening for an Aluminum Bar Grate Trash Rack. See Figure 6-b for Explanation of Terms. Maximum Width Minimum Width of Trash Rack O enin (Wo e,,;a,) as a Function of Water De th H W of 2" Height Rectangular Opening (inches) H=2.0 ft. H=3.0 ft. H=4.0 ft. H=5.0 ft. H=6.0 ft. Spacing of Bearing Bars, Cross Rods < 2.0 2.0 ft. 2.5 ft. 2.5 ft. 2.5 ft. 3.0 ft. 1-3/16", 2" < 2.5 2.5 ft. 3.0 ft. 3.0 ft. 3.5 ft. 3.5 ft. 1-3/16", 2" < 3.0 3.0 ft. 3.5 ft. 3.5 ft. 4.0 ft. 4.0 ft. 1-3/16", 2" < 3.5 3.5 ft. 4.0 ft. 4.5 ft. 4.5 ft. 5.0 ft. 1-3/16", 2" < 4.0 3.5 ft. 4.5 ft. 5.0 ft. 5.0 ft. 5.5 ft. 1-3/16", 2" < 4.5 4.0 ft. 4.5 ft. 5.0 ft. 5.5 ft. 5.5 ft. 1-3/16", 4" < 5.0 4.0 ft. 5.0 ft. 5.5 ft. 6.0 ft. 6.0 ft. 1-3/16", 4" < 5.5 4.5 ft. 5.5 ft. 6.0 ft. 6.5 ft. 7.0 ft. 1-3/16", 4" < 6.0 5.0 ft. 6.0 ft. 6.5 ft. 7.0 ft. 7.5 ft. 1-3/16", 4" < 6.5 5.5 ft. 6.5 ft. 7.0 ft. 7.5 ft. 8.0 ft. 1-3/16", 4" < 7.0 6.0 ft. 7.0 ft. 7.5 ft. 8.5 ft. 8.5 ft. 1-3/16", 4" < 7.5 6.0 ft. 7.5 ft. 8.5 ft. 9.0 ft. 9.5 ft. I-3/16", 4" < 8.0 6.5 ft. 8.0 ft. 9.0 ft. 9.5 ft. 10.0 ft. 1-3/16", 4" < 8.5 7.0 ft. 8.5 ft. 9.5 ft. 10.0 ft. N/A 1-3/16", 4" < 9.0 7.5 ft. 9.0 ft. 10.0 ft. N/A N/A 1-3/16", 4" < 9.5 8.0 ft. 9.5 ft. N/A N/A N/A 1-3/16", 4" < 10.0 8.5 ft. 10.0 ft. N/A N/A N/A 1-3/16", 4" < 10.5 8.5 ft. N/A N/A N/A N/A 1-3/16", 4" < 11.0 9.0 ft. N/A N/A N/A N/A 1-3/16", 4" < 11.5 9.5 ft. N/A N/A N/A N/A 1-3/16", 4" < 12.0 10.0 ft. N/A N/A N/A N/A 1-3/16", 4" Table 6b-2: Standardized WQCV Outlet Design Using 2" Height Rectangular Openings. KlempTM KRP Series Aluminum Bar Grate' (or equal) Trash Rack Design Specifications. Water Depth Above Lowest Opening, H Minimum Bearing Bar Size, Bearing Bars Aligned Vertical' 2.0 ft. 1" x 3/16" 3.0 ft. 1-1/4" x 3/16" 4.0 ft. 1-3/4" x 3/16" 5.0 ft. 2" x 3/16" 6.0 ft. 2-1/4" x 3/16" memp Corporation, Urem, Utah, USA DESIGN EXAMPLE: Given: A WQCV outlet with 2" height by 6.5" width openings. Water Depth H above the lowest opening of 4.5 feet. Find: The dimensions for an aluminum bar grate trash rack. Solution: Using Table 6b-I for openings having a width of 6.5 inches and Water Depth H = 5 feet (i.e., rounds up from 4.5 feet). The minimum width is 7'-6". The net height, after accounting for the 2 feet below the lowest opening, is 6'-6". An additional 6" must be added to the width and an additional 4" to the height to allow for mounting hardware. Thus, 1 Table 6b-1 I 1 1 Y__I 1 i 1 I t 1 i Trash rack dimensions = 8'-0" wide by 6'-10" high Note also from Table 6b-1, that for orifice plate rectangular openings wider than 4", cross rod spacing of 4" is allowed. From Table 6b-2, select the ordering specifications for H = 5.0 feet or less, a 8.0' wide by 6'-10" high trash rack using Klemp Corporation aluminum bar grate (or equal) with 2" by 3/16" bearing bars spaced 1-3/16" on -center, cross rods spaced 4" on-centerBearing bars are to be aligned vertically. ITable 6b-1 No Text ,/ DRAINAGE CRITERIA MANUAL (V.3) MAINTENANCE RECOMMENDATIONS I I 1 6.0 EXTENDED DETENTION BASINS (EDB) Extended detention basins have low to moderate maintenance requirements. Routine and nonroutine maintenance is necessary to assure performance, enhance aesthetics, and protect structural integrity. The dry basins can result in nuisance complaints if not properly designed or maintained. Bio-degradable pesticides may be required to limit insect problems. Frequent debris removal and grass -mowing can reduce aesthetic complaints. If a shallow wetland or marshy area is included, mosquito breeding and nuisance odors could occur if the water becomes stagnant. Access to critical elements of the pond (inlet, outlet, spillway, and sediment collection areas) must be provided. The basic elements of the maintenance requirements are presented in Table EDB-1. TABLE EDB-1 Extended Detention Basin Maintenance Considerations Required Action Maintenance Objective Frequency of Action Lawn mowing and lawn care Occasional mowing to limit unwanted Routine Depending on aesthetic vegetation. Maintain irrigated turf grass as requirements. 2 to 4 inches tall and nonirrigated native turf grasses at 4 to 6 inches. Debris and litter removal Remove debris and litter from the entire Routine Including just before annual pond to minimize outlet clogging and storm seasons (that is, April and May) improve aesthetics. and following significant rainfall events. Erosion and sediment control Repair and revegetate eroded areas in the Nonroutine Periodic and repair as basin and channels. necessary based on inspection. Structural Repair pond inlets, outlets, forebays, low Nonroutine Repair as needed flow channel liners, and energy based on regular inspections. dissipators whenever damage is discovered. 9-1-99 MR-7 Urban Drainage and Flood Control District ' DRAINAGE CRITERIA MANUAL (V.3) MAINTENANCE RECOMMENDATIONS �l ,1 I I r TABLE EDB-1 Extended Detention Basin Maintenance Considerations Required Action Maintenance Objective Frequency of Action Inspections Inspect basins to insure that the basin continues to function as initially intended. Examine the outlet for clogging, erosion, slumping, excessive sedimentation levels, overgrowth, embankment and spillway integrity, and damage to any structural element. Nuisance control Address odor, insects, and overgrowth issues associated with stagnant or standing water in the bottom zone. Sediment removal Remove accumulated sediment from the forebay, micro -pool, and the bottom of the basin. Routine — Annual inspection of hydraulic and structural facilities. Also check for obvious problems during routine maintenance visits, especially for plugging of outlets. Nonroutine — Handle as necessary per inspection or local complaints. Nonroutine — Performed when sediment accumulation occupies 20 percent of the WQCV. This may vary considerably, but expect to do this every 10 to 20 years, as necessary per inspection if no construction activities take place in the tributary watershed. More often if they do. The forebay and the micro -pool will require more frequent cleanout than other areas of the basin, say every 1 or 2 years. ' MR-8 9-1-99 Urban Drainage and Flood Control District 11 APPENDIX D HEC-2 ANALYSIS 1 Al p see Aeopee 7 *0/ Inr I I I r 11 APPENDIX E PONDS, i INLETS AND STORM DRAINS I I I' s I I I I P r L DETENTION POND SIZING BY FAA METHOD Developed by Civil Eng. Dept., U. of Colorado Supported by Denver Metro Cities/Counties Pool Fund Study Denver Urban Drainage and Flood Control District, Colorado USER=Kevin Gingery........................................................... EXECUTED ON 06-14-2000 AT TIME 10:44:41 PROJECT TITLE: Phase 1 Pond B DRAINAGE BASIN DESCRIPTION BASIN ID NUMBER = 1.00 BASIN AREA (acre)_ 6.78 RUNOFF COEF 0.67 DESIGN RAINFALL STATISTICS DESIGN RETURN PERIOD (YEARS) = 100.00 INTENSITY(IN/HR)-DURATION(MIN) TABLE IS GIVEN DURATION 5 10 20 30 40 50 60 80 100 120 150 180 INTENSITY 9.9 7.7 5.6 4.5 3.7 3.2 2.9 2.4 2.1 1.8 1.4 1.2 ***** POND OUTFLOW CHARACTERISTICS: MAXIMUM ALLOWABLE RELEASE RATE = 16.5 CFS OUTFLOW ADJUSTMENT FACTOR = .857 AVERAGE RELEASE RATE = 14.1405 CFS AVERAGE RELEASE RATE = MAXIMUM RELEASE RATE * ADJUSTMENT FACTOR. COMPUTATION OF POND SIZE ----------------------------------------------------- RAINFALL RAINFALL INFLOW OUTFLOW REQUIRED DURATION INTENSITY VOLUME VOLUME STORAGE MINUTE INCH/HR ACRE -FT ACRE -FT ACRE-FT ----------------------------------------------------- 0.00 0.00 0.00 0.00 0.00 5.00 9.95 0.31 0.10 0.22 10.00 7.72 0.49 0.19 0.29 15.00 6.66 0.63 0.29 0.34 20.00 5.60 0.71 0.39 0.32 25.00 5.06 0.80 0.49 0.31 30.00 4.52 0.86 0.58 0.27 35.00 4.13 0.91 0.68 0.23 40.00 3.74 0.94 0.78 0.16 45.00 3.49 0.99 0.88 ______---- ______---- ______---- ______.... 0.11 THE REQUIRED POND SIZE _ .3381267 ACRE -FT THE RAINFALL DURATION FOR THE ABOVE POND STORAGE= 15 MINUTES ***** GEOMETRIES OF AN EQUIVALENT CIRCULAR POND ----------------------------------------------------- STAGE CONTOUR CONTOUR POND POND (DEPTH) DIAMETER AREA SIDE SLP STORAGE FEET FEET ACRE FT/FT ACRE-FT ----------------------------------------------------- 0.00 166.53 0.50 4.00 0.00 0.50 170.53 0.52 4.00 0.26 1.00 174.53 0.55 4.00 0.52 1.50 182.53 0.60 4.00 2. 11 2.00 182.53 0.60 4.00 1.1 1.10 0 �F � �/ q s C � C C T 2.50 186.53 0.63 4.00 1.41 �� ' x 0.6g names SItO'Cg� T6A C0IVTovQ -9 P4tsc 1 ---- ------------------------------------------------ -4.00 1.10 2.50 18 11 I I I I I I 1 I I � pp/ Po r �! ---------------------- _____________________________ DETENTION POND SIZING BY FAA METHOD Developed by Civil Eng. Dept., U. of Colorado Supported by Denver Metro Cities/Counties Pool Fund Study Denver Urban Drainage and Flood Control District, Colorado USER=Kevin Gingery.......................................................... EXECUTED ON 06-22-2000 AT TIME 15:49:31 PROJECT TITLE: Temporary Retention Pond DRAINAGE BASIN DESCRIPTION BASIN ID NUMBER = 1.00 BASIN AREA (acre)= 0.26 RUNOFF COEF 1.00 ***** DESIGN RAINFALL STATISTICS DESIGN INTENSITY(IN/HR)-DURATION(MIN) RETURN PERIOD (YEARS) = 100.00 TABLE IS GIVEN DURATION INTENSITY 5 10 20 30 9.9 7.7 5.6 4.5 40 50 3.7 3.2 60 80 100 120 150 180 2.9 2.4 2.1 1.8 1.4 1.2 ***" POND OUTFLOW CHARACTERISTICS: MAXIMUM OUTFLOW ALLOWABLE RELEASE RATE ADJUSTMENT FACTOR = 0 CFS = .82 AVERAGE RELEASE RATE = 0 CFS AVERAGE RELEASE RATE = MAXIMUM RELEASE RATE * ADJUSTMENT FACTOR. COMPUTATION OF POND SIZE ----------------------------------------------------- RAINFALL RAINFALL INFLOW OUTFLOW REQUIRED DURATION INTENSITY VOLUME VOLUME STORAGE MINUTE ----------------------------------------------------- INCH/HR ACRE -FT ACRE -FT ACRE -FT 0.00 5.00 0.00 0.00 9.90 0.02 0.00 0.00 0.00 0.02 10.00 7.70 0.03 0.00 0.03 15.00 6.65 0.04 0.00 0.04 20.00 5.60 0.04 0.00 0.04 25.00 5.05 0.05 0.00 0.05 ' 30.00 4.50 0.05 0.00 0.05 35.00 4.10 0.05 0.00 0.05 40.00 3.70 0.05 0.00 0.05 45.00 50.00 3.45 0.06 3.20 0.06 0.00 0.00 0.06 0.06 55.00 3.05 0.06 0.00 0.06 60.00 2.90 0.06 0.00 0.06 65.00 70.00 2.78 0.07 2.65 0.07 0.00 0.00 0.07 0.07 ' 75.00 2.53 0.07 0.00 0.07 80.00 2.40 0.07 0.00 0.07 85.00 2.33 0.07 0.00 0.07 90.00 2.25 0.07 0.00 0.07 95.00 2.18 0.07 0.00 0.07 100.00 2.10 0.08 0.00 0.08 105.00 2.02 0.08 0.00 0.08 110.00 115.00 1.95 0.08 1.88 0.08 0.00 0.00 0.08 0.08 120.00 1.80 0.08 0.00 0.08 125.00 1.73 0.08 0.00 0.08 130.00 1.66 0.08 0.00 0.08 135.00 1.59 0.08 0.00 0.08 140.00 1.51 0.08 0.00 0.08 I 145.00 1.44 0.08 0.00 0.08 150.00 1.37 0.07 0.00 0.07 ' 155.00 1.34 ----------- ---- ---- 0.08 ------------- 0.00 0.08 ------- --- X /, 56 G� _ THE REQUIRED POND SIZE = 7.803071E-02 ACRE -FT THE RAINFALL DURATION FOR THE ABOVE POND STORAGE= 125 MINUTES '***' GEOMETRIES OF AN EQUIVALENT CIRCULAR POND s f00 i QeP --------------------- ------------------------------- STAGE CONTOUR CONTOUR (DEPTH) DIAMETER AREA POND SIDE SLP POND STORAGE FEET FEET ----------------------------------------------------- ACRE FT/FT ACRE -FT 0.00 117.75 0.25 4.00 0.00 0.50 121.75 0.27 4.00 0.13 1.00 125.75 0.29 4.00 0.27 - 1.50 129.75 0.30 4.00 0.41 2.00 133.75 0.32 4.00 0.57 2.50 137.75 --------------------- 0.34 ---------- 4.00 ---------- 0.74 ---- -4.00 0.57 2.50 137.7 I I 1 I I I I [J i 1 Sage Creek Radius = 90 Retention Pond Stage Storage Curve Side Slope = 4 hase 2 Retention Pond Cumulative Elev Area Area Storage Storage (ft) (ft2) (ac) (ac-ft) (ac-ft) 4910 7,854 0.18 0.00 0.00 4911 10,568 0.24 0.21 0.21 4912 13,685 0.31 0.27 0.48 4913 17,203 0.39 0.35 0.83 4914 21,124 0.48 0.43 1.27 4915 25,447 0.58 0.53 1.80 4916 30,172 0.69 0.63 2.443 Storage from retention pond design I for Phase 2 only. Interpolate the water surface elevation for the 100-year storage in detention pond: Enter Required Storage W.S. Elev. (FAA Pond) (ac-ftL (ft) Linear: r 1.56 4914.55 100-Year WSEL 434-021A Area -Capacity Curve 1.80 7 1.60 6 v 1.40 5 m 1.20 a 1.00 4 >1 0.80 3 . 0.60 2 C y 0.40 U 0.20 1 0.00 0 4909 4910.52 4911.50 4913 4915 Stage (ft el) tArea --*--Capacity L:\JOBS\434-021A\site\Drainage\Detention Ponds\]Ponds Stage-Storage2.xls]Retention Pond June 22, 2000 I J I Retention Pond Swale Worksheet for Triangular Channel Project Description Project File c:\haestad\fmw\sage cre.fm2 Worksheet Retention Pond Swale Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.022 Channel Slope 0.020000 ft/ft Left Side Slope 4.000000 H : V ' Right Side Slope 4.000000 H : V Discharge 3.32 cfs Results Depth 0.48 ft Flow Area 0.92 ft' Wetted Perimeter 3.95 ft Top Width 3.83 ft Critical Depth 0.53 ft Critical Slope 0.011414 ft/ft Velocity 3.61 ft/s Velocity Head 0.20 ft Specific Energy 0.68 ft Froude Number 1.30 ' Flow is supercritical. Notes: ' 100-year flows = 2.49 cfs 2.49 ' 1.33 freeboard = 3.32 cfs I I I '06/22/00 FlowMaster v5.13 04:28:50 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 Retention Pond Swale ' Plotted Curves for Triangular Channel Project Description Project File c:\haestad\fmw\sage cre.fm2 Worksheet Retention Pond Swale ' Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth r Constant Data Mannings Coefficient 0.022 Channel Slope 0.020000 ft/ft Left Side Slope 4.000000 H : V ' Right Side Slope 4.000000 H : V Input Data Minimum Maximum Increment Discharge 0.00 10.00 0.01 cfs Channel Depth vs Discharge 0.8 ---------------- ------------------------------------------------- 0.6 ________________ _______________ _____________ ________________ _______________ i 0.4 --------------------------------- ------------------i----------------- ------------------ j0.3 ------- --------------------------- -I ----------------- ------------------ `-------------- - -J 0.2 ---- ---------------- I 7' 0.0 2.0 4.0 6.0 8.0 10.0 Discharge (cfs) 06/22/00 FlowMaster v5.13 04:28:54 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 Retention Pond Swale Cross Section for Tnangu ar Channel ' Project Description Project File c:\haestad\fmw\sage cre.fm2 Worksheet Retention Pond Swale Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth _ Section Data Mannings Coefficient 0.022 Channel Slope 0.020000 ft/ft Depth 0.48 ft Left Side Slope 4.000000 H : V Right Side Slope 4.000000 H: V Discharge 3.32 cfs I 11 I I i 0.48 ft 1 L V H 1 NTS '06/22/00 FlowMaster v5.13 04:29:01 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 CR9&36CMP's Worksheet for Circular Channel Project Description Project File c:\haestad\fmw\sage cre.fm2 Worksheet CR 9 & 36 CMP's ' Flow Element Circular Channel Method Manning's Formula Solve For Discharge Input Data Mannings Coefficient 0.024 ' Channel Slope 0.004000 ft/ft Depth 1.50 ft Diameter 18.00 in Results Di FI W T Cr i P Cr V V S Fr ' M F F FI i '06/23/00 08:22:59 AM To scharge ow Area etted Perimeter Width itical Depth ercent Full itical Slope elocity elocity Head pecific Energy Dude Number aximum Discharge ull Flow Capacity ull Flow Slope ow is subcritical. 3.60 cfs 1.77 ft' 4.71 ft 0.37e-7 ft 0.72 ft 100.00 0.018029 ft/ft 2.04 ft/s 0.06 ft 1.56 ft 0.52e-4 3.87 cfs 3.60 cfs 0.004000 ft/ft FlowMaster v5.13 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 CR9&36CMP's ' Plotted Curves for Circular Channel ' Project Description Project File c:\haestad\fmw\sage cre.fm2 Worksheet CR 9 1,16 CMP's Flow Element Circular Channel Method Manning's Formula Solve For Discharge Constant Data ' Mannings Coefficient 0.024 Channel Slope 0.004000 ft/ft Diameter 18.00 in Input Data Minimum Maximum Increment Depth 0.00 1.50 0.01 ft ' 4.0-----------�------------------------- Dischargevs -- Depth 1 .5 I 3.0 2.5 N 2.0 1.5 1.0 0.5 , , 0 t- 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 Depth (ft) 1.6 06/23/00 FlowMaster v5.13 08:23:39 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of i CR9&36CMP's Cross Section for Circular Channel ' Project Description Project File c:\haestad\fmw\sage cre.fm2 Worksheet CR 9 & 36 CMP's ' Flow Element Circular Channel Method Manning's Formula Solve For Discharge Section Data ' Mannings Coefficient 0.024 Channel Slope 0.004000 Wit Depth 1.50 ft Diameter 18.00 in ' Discharge 3.60 cfs 1 1 06/23/00 08:24:30 AM 11.50 ft 1N V H 1 NITS FlowMasler v5.13 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 F Swale Al (before channel) Worksheet for Triangular Channel Project Description Project File c:\haestad\fmw\sage cre.fm2 Worksheet Swale Al Flow Element Triangular Channel Method Manning's Formula - Solve For Channel Depth Input Data ' Mannings Coefficient 0.060 Channel Slope 0.015000 ft/ft Left Side Slope 5.000000 H : V Right Side Slope 5.000000 H : V Discharge 6.08 cfs Results Depth 0.85 ft Flow Area 3.60 ft' t Wetted Perimeter 8.65 ft Top Width 8.48 ft Critical Depth 0.62 ft ' Critical Slope 0.079550 ft/ft Velocity 1.69 ft/s ' Velocity Head Specific Energy 0.04 0.89 ft ft Froude Number 0.46 Flow is subcritical. ' Notes: Discharge is Q100'1.33 (freeboard) Q100 = 4.57 cfs (4.57 - 1.33 = 6.08) I 06/02/00 FlowMaster v5.13 11:24:28 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 1 1 1 1 Swale Al (before channel) Cross Section for Triangular Channel Project Description Project File c:\haestad\fmw\sage cre.fm2 Worksheet Swale Al Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coefficient 0.060 Channel Slope 0.015000 ft/ft Depth 0.85 ft Left Side Slope 5.000000 H : V Right Side Slope 5.000000 H : V Discharge 6.08 cfs 0.85 ft 1 VN H 1 NTS 06/02/00 FlowMaster v5.13 11:25:02 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 I I I I n J I I I Swale Al (before channel) Plotted Curves for Triangular Channel Project Description Project File c:\haestad\fmw\sage cre.fm2 Worksheet Swale Al Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Constant Data Mannings Coefficient 0.060 Channel Slope 0.015000 ft/ft Left Side Slope 5.000000 H : V Right Side Slope 5.000000 H : V Input Data Minimum Maximum Increment Discharge 0.00 10.00 0.01 cfs Channel Depth vs Discharge 1.1 ------------------- 1 1.0 0.9 -- ------- --------------- 0.8 --------------- --------------- 0.7 --------------- ----------- ----------------------------- -------------- ----------------- -------------- 0.5 ------------ --- --------- — ------- ---------------- ----------------- ----------------- L U0.4 ________________i__________________r_________________i--________________r__________-______-- 1 --- ----------------- 1 0.1 ----- ' I -.0 0.0 2.0 4.0 6.0 Discharge (cfs) 10.0 06/02/00 FlowMaster v5.13 11:24:46 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 1 Sc✓AL�1 A.2 (/ 1 n LEI J I I 1 orth AmedcanGeen EimionCmCalMmeMis Design Sdtwae Vm.4.1 Slope 6/2/00 11:18AMCOMPUTEDBY: Lee Cunnina ROJECTNAME: Saoe Creek Swale Al PROJECT, NUMBER: 4344121a _ _ SLOPE DESCRIPTION: McClellwds Channel Country Uriled Stales Slake/Region Colorado 'S City FL Cole- _ `- Armual R Faetor —' Slope Gradient • 3:1 0 Total Slope Length (fl) Protection Type Permanent '- Protection Period (months) Eslh. Veg. Beginning Month I J Adlusled R Value 50 Slope Gradient(H:1) � (3 Soil Type Clay Loam. - KFactor 0.21 Not to Scale Soil Loss Tolerance [in) _ 0.03 Reach Cum. Dist. Natural Vagelalion Type Growth Habit Density LS C ASL bare (in) ASL mat (in) SILT (in) SF Rem,atka egm (fl) n (fkl 1 0 50 jEsth.Veg. Sod Forma 75-95% 13,8910.008 0.146 0,001 0.03 25.7 STABLE 2 3 0 50 Composite 0.146 0.001 Vegetation DensityPeeenlage of soil coverage provided by vegetation ASLbare-Average Sod Loss potential of unprotected soil (wifam inches) MSLhate-Maxunum Sod Loss potential m unprotected soil Ir lorm inches) SLT-Soil Loss 7olnance for slope segment hnform inches) Composde•Avaage sod loss from total slope length (tudfam inches) Cdova material performance factor (Racllon of sod bssol unprotected) ASLmd-Average Sod Loss potential w/material hrmform inches) ASLmabMaximum Sod Lass potential w/material (untlarm inches) SF -Safety Factor ,S cd A c E- Aj (i V%ID c 4 oaq OL e HYDRAULIC RESULTS Discharge ids I Peak Fbw Period hrs Velocdy(fps) Area (so Rl "' aulic Redius It Namal De h fl 6.1 0.5 4.90 1.24 0.20 0.26 LINER RESULTS S - 0.3300 Ln �1 Bottom Width -3.50 ft 5.0 Not to Scale Reach 1MaterialT a Phew Ve T a Soil Type Mann g's'n' Permissible Shear Stress lost) Calculated Shea Stress Ipsfl Safety Fedor Remarks Sta le PNtern Class Ve Densit Shaight UmeWorced I I Sod 0.060 750 5.34 1.40 STABLE A 1 7595: Clay Loam 1 0.050 0047 1.07 STABLE 1----------------------------------------------------------------------------- UDINLET: INLET HYDARULICS AND SIZING DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD ---------------------------------------------------------------------- - SER:KEVIN GINGERY-RDB INC FT. COLLINS COLORADO ............................. N DATE 05-01-2000 AT TIME 14:30:57 rl u fl ** PROJECT TITLE: Storm Drain A5 *** CURB OPENING INLET HYDRAULICS AND SIZING: INLET ID NUMBER: 5 (Ot! c / D- 13 (u1 d INLET HYDRAULICS: IN A SUMP. GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= HEIGHT OF CURB OPENING (in)= INCLINED THROAT ANGLE (degree)= LATERAL WIDTH OF DEPRESSION (ft)= SUMP DEPTH (ft)= Note: The sump depth is additional STREET GEOMETRIES: Opt.,;^3) 10.00 6.00 0.00 2.50 0.00 depth to flow depth. STREET LONGITUDINAL SLOPE (%) = 0.40 STREET CROSS SLOPE M = 2.00 STREET MANNING N = 0.016 GUTTER DEPRESSION (inch)= 2.50 ' GUTTER WIDTH (ft) = 2.50 STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) = 28.38 GUTTER FLOW DEPTH (ft) = 0.78 ' FLOW VELOCITY ON STREET (fps)= 3.16 FLOW CROSS SECTION AREA (sq ft)= 8.31 GRATE CLOGGING FACTOR (%)= 50.00 CURB OPENNING CLOGGING FACTOR(%)= 15.00 INLET INTERCEPTION CAPACITY: IDEAL INTERCEPTION CAPACITY BY FAA HEC-12 METHOD: (cfs)= DESIGN FLOW 31.53 (cfs)= 26.47 FLOW INTERCEPTED (cfs)= 26.47 CARRY-OVER FLOW (cfs)= 0.00 BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= 26.47 FLOW INTERCEPTED (cfs)= 26.47 CARRY-OVER FLOW (cfs)= 0.00 1 I Swale A5 Worksheet for Trapezoidal Channel Project Description Project File c:\haestad\fmw\sage cre.fm2 Worksheet Swale A5 Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.060 Channel Slope 0.005000 ft/ft Left Side Slope 4.000000 H : V Right Side Slope 4.000000 H : V ' Bottom Width 2.00 ft Discharge 35.15 cfs Results Depth 1.96 ft ' Flow Area 19.29 ft' Wetted Perimeter 18.16 ft Top Width Critical Depth 17.68 1.15 ft ft Critical Slope 0.061814 ft/ft Velocity 1.82 ft/s ' Velocity Head 0.05 ft Specific Energy 2.01 ft Froude Number 0.31 Flow is subcritical. ' Notes: Discharge is Q100'1.33 (freeboard) 1 Q100 = 26.43 cfs (26.43 - 1.33 = 31.15) '04/21/00 FlowMaster v5.13 11:29:24 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 I n t Swale A5 Plotted Curves for Trapezoidal Channel Project Description Project File c:\haestad\fmw\sage cre.fm2 Worksheet Swale A5 Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Constant Data Manriings Coefficient 0.060 Channel Slope 0.005000 f /ft Left Side Slope 4.000000 H : V Right Side Slope 4.000000 H : V Bottom Width 2.00 ft Input Data Minimum Maximum Increment Discharge 0.00 40.00 0.01 cfs 5 Channel Depth vs Discharge 2.0 --------- --------- ------- -------- ------- - -------- ------ --------- r y C 11 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 Discharge (cfs) '04/21/00 FlowMaster v5.13 11:29:35 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06706 (203) 755-1666 Page 1 of 1 V 11 L Swale A5 Cross Section for Trapezoidal Channel Project Description Project File c:\haestad\fmw\sage cre.fm2 Worksheet Swale A5 Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coefficient 0.060 Channel Slope 0.005000 ft/ft Depth 1.96 ft Left Side Slope 4.000000 H : V Right Side Slope 4.000000 H : V Bottom Width 2.00 ft Discharge 35.15 cfs 11.96 ft �--� 2.00 ft 1 V H 1 NTS 04/21/00 FlowMaster v5.13 11:29:54 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06706 (203) 755-1666 Page 1 of 1 y GD W cf cJ O V O M M tM M N O O V V V V M R o r°ar rn mo N N N N V d mmmmmm r°rn r°rnoIIR N N N N D C O? O> Oi O) m W N — � o Y I I I I I I J J N O O O O O O N O h O O O N CO Y o0600 a o�d o�0000 E y O O 6 6 0!�2 O a > N C a mmmmrrn f0 p V R O (O N � a m N o 0000rn o 0 0 0 o N j NN NNN f6 E O O O LL) N L. O O V i0 N m C) 100 O d U N N O O N N N N N N O O N N T m J N a O O O O O T i 0 Q O N N N N N N O U U U U U U w mmmmmmm i mwwwo:w w v e v v v v v c E T T N N Y ao o w arE E W r E c NNNNNN Cw 0 LL T H]= LL O N N N N N N w n y N^oa o Nuj E3 3 a c O a Qm Q E cc O ¢¢ m �' E amp a E 3O_ W¢Q W� E(L a m 0 c o p LL 0) N LL F z' o a E E x w U) F N c O m N x U) (1) pat Z z N F LL O N N fD I STORM SEWER SYSTEM DESIGN USING UDSEWER MODEL DevelopedCivil Eng. Deets U. of ColoradoDenver--___------- ' Metro Denver r Cities/Counts es --------------- 8 UDFCD Pool Fund Study _-_-------- USER:RDB-Fort Collins -Colorado ............................................... ON DATA 06-02-2000 AT TIME 15:12:14 VERSION=01-17-1997 ... PROJECT TITLE :SAGE CREEK STORM DRAIN A5 ♦ee RETURN PERIOD OF FLOOD IS 100 YEARS (Design flow hydrology not calculated using UDSEWER) SUMMARY OF HYDRAULICS AT MANHOLES _______________________________________________________________________________ MANHOLE CNTRBTING RAINFALL RAINFALL DESIGN GROUND WATER COMMENTS ID NUMBER AREA • C DURATION INTENSITY PEAK FLOW ELEVATION ELEVATION MINUTES INCH/HR CFS FEET FEET _______________________________________________________________________________ 1.00 58.94 4911.00 4914.45 NO -10 FE S 2.00 58.94 4921.00 4915.37 OK 3.00 52.90 4921.00 4918.51 OK ' 4.00 6.04 4921.00 4918.75 OK 5.00 6.00 26.47 4921.00 4920.57 26.43 4921.69 4924.72 OK NO fE.S 1 7.00 26.43 4922.75 4920.93 OK OK MEANS WATER ELEVATION IS LOWER THAN GROUND ELEVATION *** SUMMARY OF SEWER HYDRAULICS NOTE: THE GIVEN FLOW DEPTH -TO -SEWER SIZE RATIO= ____________________________________________________________________________ .8 SEWER MAMHOLE NUMBER SEWER ID NUMBER UPSTREAM DNSTREAM SHAPE REQUIRED SUGGESTED EXISTING DIA(RISE) DIA(RISE) DIA(RISE) WIDTH --------•-----ID N0. ID NO ----___-----(IN) _____ (FT) (IN) (FT) (IN) (FT) ____---- _---- (FT) 10.00 2.00 1.00 ROUND _---- _---- _____---- 30.18 33.00 27.00 0.00 11.00 3.00 2.00 ROUND 28.99 30.00 27.00 0.00 12.00 4.00 2.00 ROUND 12.85 15.00 27.00 0.00 13.00 5.00 3.00 ROUND 22.36 24.00 27.00 0.00 14.00 7.00 3.00 ROUND 22.34 24.00 24.00 0.00 15.00 6.00 7.00 ROUND 20.47 21.00 24.00 0.00 1 DIMENSION UNITS FOR ROUND AND ARCH SEWER ARE IN INCHES DIMENSION UNITS FOR BOX SEWER ARE IN FEET REQUIRED DIAMETER WAS DETERMINED BY SEWER SUGGESTED DIAMETER WAS DETERMINED BY COMMERCIALLY HYDRAULIC CAPACITY. AVAILABLE SIZE. FOR A NEW SEWER, FLOW WAS ANALYZED BY THE SUGGESTED SEWER SIZE; OTHERWISE, EXISITNG SIZE WAS USED ___-------------------------------- SEWER DESIGN FLOW NORMAL NORAML CRITIC CRITIC FULL FROUDE COMMENT ID FLOW Q FULL 0 DEPTH VLCITY DEPTH VLCITY VLCITY NO. NUMBER CFS CFS FEET FPS FEET FPS FPS _______________________________________________________________________________ 10.0 58.9 43.9 2.25 14.82 2.18 14.96 14.82 0.00 V-OK 11.0 52.9 43.9 2.25 13.30 2.16 13.49 13.30 0.00 V-OK 12.0 6.0 43.9 0.56 7.75 0.88 4.18 1.52 2.16 V-OK 13.0 26.5 43.9 1.26 11.56 1.79 7.79 6.66 2.01 V-OK 14.0 26.4 32.1 1.38 11.41 1.77 8.98 8.41 1.79 V-OK 15.0 26.4 40.5 1.18 13.74 1.77 8.98 8.41 2.45 V-OK FROUDE NUMBER=O INDICATES THAT A PRESSURED FLOW OCCURS SEWER SLOPE INVERT ELEVATION BURIED DEPTH COMMENTS ID NUMBER UPSTREAM DNSTREAM UPSTREAM ONSTREAM % (FT) (FT) (FT) (FT) 10.00 2.00 4912.18 4911.00 6.57 -2.25 NO i i 11.00 2.00 4912.94 4912.18 5.81 6.57 OK 12.00 2.00 4912.18 4912.18 6.57 6.57 OK 13.00 14.00 2.00 2.00 4912,94 4914.07 4912,94 4912.94 5.81 6.68 5.81 6.06 OK OK 15.00 3.19 4921.69 4914.07 -2.00 6.68 NO OK MEANS BURIED DEPTH IS GREATER THAN REQUIRED SOIL COVER OF 2 FEET *** SUMMARY OF HYDRAULIC GRADIENT LINE ALONG SEWERS _______________________________________________________________________________ SEWER ID NUMBER SEWER SURCHARGED CROWN ELEVATION LENGTH LENGTH UPSTREAM DNSTREAM WATER ELEVATION FLOW UPSTREAM DNSTREAM CONDITION ------------------------------------------------------------------------------- FEET FEET FEET FEET FEET FEET 10.00 58.90 58.90 4914.43 4913.25 4915.37 4914.45 PRSS'ED 11.00 38.00 38.00 4915.19 4914.43 4918.51 4915.37 PRSS'ED 12.00 0.01 0.01 4914.43 4914.43 4918.75 4915.37 PRSS'ED 13.00 0.01 0.01 4915.19 4915.19 4920.57 4918.51 PRSS'ED 14.00 56.50 56.50 4916.07 4914.94 4920.93 4918.51 PRSS'ED 15.00 239.00 239.00 4923.69 4916.07 4924.72 4920.93 PRSS'ED PRSS'ED=PRESSURED FLOW; JUMP=POSSIBLE HYDRAULIC JUMP; SUBCR=SUBCRITICAL FLOW •`• SUMMARY OF ENERGY GRADIENT LINE ---- _------- _----- ______________-------- ALONG SEWERS _------ ______------ _________ UPST MANHOLE SEWER JUNCTURE LOSSES DOWNST MANHOLE SEWER MANHOLE ENERGY FRCTION BEND BEND LATERAL LATERAL MANHOLE ENERGY ID NO ID NO. ELEV FT _______________________________________________________________________ FT K COEF LOSS FT K COEF LOSS FT ID FT r 10.0 2.00 4918.78 4.33 1.00 0.00 0.00 0.00 1.00 4914.45 11.0 3.00 4921.26 1.10 0.50 1.37 0.00 0.00 2.00 4918.78 12.0 4.00 4918.78 0.00 0.00 0.00 0.00 0.00 2.00 4918.78 13.0 5.00 4921.26 0.00 0.00 0.00 0.00 0.00 3.00 4921.26 14.0 7.00 4922.03 0.77 0.00 0.00 0.00 0.00 3.00 4921.26 15.0 6.00 4925.82 3.24 0.50 0.55 0.00 0.00 7.00 4922.03 BEND LOSS =BEND K" FLOWING FULL VHEAD IN SEWER. LATERAL LOSS= OUTFLOW FULL VHEAD-JCT LOSS K-INFLOW FULL VHEAD FRICTION LOSS=O MEANS IT IS NEGLIGIBLE OR POSSIBLE ERROR DUE TO JUMP. FRICTION LOSS INCLUDES SEWER INVERT DROP AT MANHOLE NOTICE: VHEAD DENOTES THE VELOCITY HEAD OF FULL FLOW CONDITION. A MINIMUM JUCTION LOSS OF 0.05 FT WOULD BE INTRODUCED UNLESS LATERAL K=O. FRICTION LOSS WAS ESTIMATED BY BACKWATER CURVE COMPUTATIONS. I I I I UDINLET: INLET HYDARULICS AND SIZING DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTEDBYMETRO DENVER CITIES/COUNTIES AND UD&FCD ------ ----------------------------------------------- ISER:KEVIN GINGERY-RDB INC FT. COLLINS COLORADO ............................. DN DATE 02-23-2000 AT TIME 15:01:22 ** PROJECT TITLE: Sage Creek ST-A5A i *** CURB OPENING INLET HYDRAULICS AND SIZING: INLET ID NUMBER: 5 ( '9 5 *9) IINLET HYDRAULICS: IN A SUMP. An GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= 15.00 HEIGHT OF CURB OPENING (in)= 6.00 INCLINED THROAT ANGLE (degree)= 45.00 LATERAL WIDTH OF DEPRESSION (ft)= 2.00 SUMP DEPTH (ft)= 0.25 Note: The sump depth is additional depth to flow depth. STREET GEOMETRIES: STREET LONGITUDINAL SLOPE (%) = 0.50 STREET CROSS SLOPE M = 2.00 STREET MANNING N = 0.016 ' GUTTER DEPRESSION (inch)= 2.00 GUTTER WIDTH (ft) = 2.00 STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) = 27.63 ' GUTTER FLOW DEPTH FLOW VELOCITY ON STREET (ft) = (fps)= 0.72 3.42 FLOW CROSS SECTION AREA (sq ft)= 7.80 GRATE CLOGGING FACTOR (%)= 50.00 CURB OPENNING CLOGGING FACTOR(%)= 10.00 INLET INTERCEPTION CAPACITY: IDEAL INTERCEPTION CAPACITY (cfs)= 35.90 BY FAA HEC-12 METHOD: DESIGN FLOW (cfs)= 26.47 FLOW INTERCEPTED (cfs)= 26.47 CARRY-OVER FLOW (cfs)= 0.00 BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= 26.47 FLOW INTERCEPTED (cfs)= 26.47 CARRY-OVER FLOW (cfs)= 0.00 ll I ----------------------------------------------------------------------------- ' UDINLET: INLET HYDARULICS AND SIZING DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD ----------------------------------------------------------------------- SER:KEVIN GINGERY-RDB INC FT. COLLINS COLORADO .............................. kN DATE 06-02-2000 AT TIME 15:02:18 ** PROJECT TITLE: Sage Creek ST-A59 *** CURB OPENING INLET HYDRAULICS AND1 SIZING: INLET ID NUMBER: 5 i S7 - A r0) INLET HYDRAULICS: IN A SUMP. GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= 5.00 HEIGHT OF CURB OPENING (in)= 6.00 INCLINED THROAT ANGLE (degree)= 0.00 LATERAL WIDTH OF DEPRESSION (ft)= 2.00 SUMP DEPTH (ft)= 0.25 INote: The sump depth is additional depth to STREET GEOMETRIES: STREET LONGITUDINAL SLOPE W = 0.50 STREET CROSS SLOPE M = 2.00 STREET MANNING N = 0.016 GUTTER DEPRESSION (inch)= 2.00 GUTTER WIDTH (ft) = 2.00 STREET FLOW HYDRAULICS: flow depth. WATER SPREAD ON STREET (ft) = 15.25 GUTTER FLOW DEPTH FLOW VELOCITY ON STREET (ft) = (fps)= 0.47 2.45 FLOW CROSS SECTION AREA (sq ft)= 2.49 GRATE CLOGGING FACTOR ($)= 50.00 CURB OPENNING CLOGGING FACTOR(%)= 20.00 INLET INTERCEPTION CAPACITY: IDEAL INTERCEPTION CAPACITY (cfs)= 11.42 BY FAA HEC-12 METHOD: DESIGN FLOW (cfs)= 6.04 - FLOW INTERCEPTED (cfs)= 6.04 CARRY-OVER FLOW (cfs)= 0.00 BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= 6.04 FLOW INTERCEPTED (cfs)= 6.04 CARRY-OVER FLOW (cfs)= 0.00 L F I O O N y Z U) T t _ E E U)m 0 J LL U) O OI04 d J ID =1 mmmm O U N N co N O n O O m � m U 0 rn rn rn rn C 1 a a 7 7 M N NO Y J J � N COo Y � J N O N O rn rn rn m c v o v 0 to 00 L O lO N N 0LO Om0 — 0 0 0 m rn U C C > O D 00 O mm 0 0 cc 0 0 N V W E 6609 r 0 0 m n J J O U R J 0 U O 10 O N m 0 a0 O N j C) M O LL rn y0 civm 0--0 vl a v v v v v~ °n a J � c m N am a� o000 0 C) � 0000 U) U) O K 0 O h c� o 1p Cl? r- U UUUU m W rn rn rn rn rn Er0� of K w 4) K T T D x J LIJ E N N Z H n LL a T T J J N N W E 3 ~ ~ O 3 W T v o E 1, O Goa o N J E 0 c o QQ a s e .m E E v �O W a ELL o J J o 0 N Z o G C M" w coIn 0 i LL C y y v m m a p ik N M C 10 y m d m 3 m E10 o Z m El o3 ro i-R LL 0-2 ; i STORM SEWER SYSTEM DESIGN USING UDSEWER MODEL Developed by Civil Eng. Dept, U. of Colorado at Denver Metro Denver Cities/Counties 8 UD FCD Pool Study ---------- __ ------------- USER:RDB-Fort Collins -Colorado ...... ......... ............................ ON DATA 05-01-2000 AT TIME 14:05:58 VERSION=01-17-1997 •.. PROJECT TITLE :SAGE CREEK STORM DRAIN A10 RETURN PERIOD OF FLOOD IS 100 YEARS (Design flow hydrology not calculated using UDSEWER) "• SUMMARY OF HYDRAULICS AT MANHOLES _______________________________________________________________________________ MANHOLE CNTRBTING RAINFALL RAINFALL DESIGN GROUND WATER COMMENTS ID NUMBER AREA ; C DURATION INTENSITY PEAK FLOW ELEVATION ELEVATION MINUTES INCH/HR CFS FEET FEET _______________________________________________________________________________ 1.00 42.12 4911.00 4914.67 2.00 42.12 4915.64 4914.59 3.00 38.24 4915.64 4916.13 NO OK NO -9 ICE S ( AeP f ( o k 4.00 3.88 4915.64 4916.32 5.00 38.24 4915.64 4916.13 OK MEANS WATER ELEVATION IS LOWER THAN GROUND ELEVATION NO NO j ��v'+�y NA�eS - ••• SUMMARY OF SEWER HYDRAULICS ' NOTE: THE GIVEN FLOW DEPTH -TO -SEWER SIZE RATIO= .8 ----- ____------- _------ ______----- ___-------- _--------- ___________________ SEWER MAMHOLE NUMBER SEWER REQUIRED SUGGESTED EXISTING ID NUMBER UPSTREAM DNSTREAM SHAPE DIA(RISE) DIA(RISE) DIA(RISE) WIDTH ID NO. ID NO. (IN) (FT) (IN) (FT) (IN) (FT) 10.00 2.00 1.00 ROUND 31.98 33.00 27.00 (FT) 0.00 11.00 3.00 2.00 ROUND 30.85 33.00 27.00 0.00 12.00 4.00 2.00 ROUND 13.08 15.00 27.00 0.00 13.00 5.00 3.00 ROUND 30.85 33.00 27.00 0.00 DIMENSION UNITS FOR ROUND AND ARCH SEWER ARE IN INCHES DIMENSION UNITS FOR BOX SEWER ARE IN FEET REQUIRED DIAMETER WAS DETERMINED BY SEWER HYDRAULIC CAPACITY. SUGGESTED DIAMETER WAS DETERMINED BY COMMERCIALLY AVAILABLE SIZE. FOR A NEW SEWER, FLOW WAS ANALYZED BY THE SUGGESTED SEWER SIZE; OTHERWISE, EXISITNG SIZE WAS USED SEWER DESIGN FLOW NORMAL NORAML CRITIC CRITIC FULL FROUDE COMMENT ID FLOW 0 FULL 0 DEPTH VLCITY DEPTH VLCITY VLCITY NO. NUMBER CFS CFS FEET FPS FEET FPS FPS 10.0 42.1 26.9 2.25 10.59 2.08 10.97 10.59 0.00 V-OK 11.0 38.2 26.9 2.25 9.62 2.04 10.11 9.62 0.00 V-OK 12.0 3.9 26.9 0.58 4.81 0.69 3.75 0.98 1.32 V-OK 13.0 38.2 26.9 2.25 9.62 2.04 10.11 9,62 0.00 FROUDE NUMBER=O INDICATES THAT A PRESSURED FLOW OCCURS V-OK ______________________________________________________________________ SEWER SLOPE INVERT ELEVATION BURIED DEPTH COMMENTS ID NUMBER UPSTREAM DNSTREAM UPSTREAM DNSTREAM % (FT) (FT) (FT) (FT) ______________________________________________________________________ 10.00 0.75 4911.55 4911.00 1.84 -2.25 NO 11.00 0.75 4911.80 4911.54 1.59 1.85 OK 12.00 0.75 4911.55 4911.55 1.84 1.84 OK 13.00 0.75 4911.80 4911.80 1.59 1.59 OK OK MEANS BURIED DEPTH IS GREATER THAN REQUIRED SOIL COVER OF 1.5 FEET ' *** SUMMARY OF HYDRAULIC GRADIENT LINE ALONG SEWERS ------------------------------------------------------------------------------- SEWER SEWER SURCHARGED CROWN ELEVATION WATER ELEVATION FLOW ID NUMBER LENGTH LENGTH UPSTREAM DNSTREAM UPSTREAM DNSTREAM CONDITION _______________________________________________________________________________ FEET FEET FEET FEET FEET FEET 10.00 73.00 73.00 4913.80 4913.25 4914.59 4914.67 PRSS'ED 11.00 34.00 34.00 4914.05 4913.79 4916.13 4914.59 PRSS'ED 12.00 0.01 0.01 4913.80 4913.80 4916.32 4914.59 PRSS'ED 13.00 0.01 0.01 4914.05 4914.05 4916.13 4916.13 PRSS'ED PRSS'ED=PRESSURED FLOW; JUMP=POSSIBLE HYDRAULIC JUMP; SUBCR=SUBCRITICAL FLOW "' *** SUMMARY OF ENERGY GRADIENT LINE ALONG SEWERS _______UPST _ MANHOLE _ SEWER ______________ JUNCTURE " LOSSES " SES------DDOWO NST NST- MANHOLE MANH " E- SEWER MANHOLE ENERGY FRCTION BEND BEND LATERAL LATERAL MANHOLE ENERGY ID NO ID NO. ELEV FT FT K COEF LOSS FT K COEF LOSS FT ID FT 10.0 2.00 4916.34 1.67 1.00 0.00 0.00 0.00 1.00 4914.67 11.0 3.00 4917.57 0.52 0.50 0.72 0.00 0.00 2.00 4916.34 12.0 4.00 4916.34 0.00 0.00 0.00 0.00 0.00 2.00 4916.34 13.0 5.00 4917,57 0.00 0.00 0.011 0.00 0.00 3.00 4917.57 BEND LOSS =BEND K* FLOWING FULL VHEAD IN SEWER. - LATERAL LOSS= OUTFLOW FULL VHEAD-JCT LOSS K*INFLOW FULL VHEAD FRICTION LOSS=O MEANS IT IS NEGLIGIBLE OR POSSIBLE ERROR DUE TO JUMP. FRICTION LOSS INCLUDES SEWER INVERT DROP AT MANHOLE NOTICE: VHEAD DENOTES THE VELOCITY HEAD OF FULL FLOW CONDITION. A MINIMUM JUCTION LOSS OF 0.05 FT WOULD BE INTRODUCED UNLESS LATERAL K=O. FRICTION LOSS WAS ESTIMATED BY BACKWATER CURVE COMPUTATIONS. 1 I ------------------------------------------------------------------------------ UDINLET: INLET HYDARULICS AND SIZING DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD ----------------------------------------------------------------------- ASER:KEVIN GINGERY-RDB INC FT. COLLINS COLORADO............................. )N DATE 04-21-2000 AT TIME 11:37:14 '** PROJECT TITLE: Sage Creek ST-10 *** CURB OPENING INLET HYDRAULICS AND SIZING: INLET ID NUMBER: 10 ( S T -Alb*) INLET HYDRAULICS: IN A SUMP. GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= 20.00 HEIGHT OF CURB OPENING (in)= 6.00 INCLINED THROAT ANGLE (degree)= 45.00 LATERAL WIDTH OF DEPRESSION (ft)= 2.00 SUMP DEPTH (ft)= 0.25 Note: The sump depth is additional depth to STREET GEOMETRIES: ' STREET LONGITUDINAL SLOPE (s) = 1.45 STREET CROSS SLOPE W = 2.00 STREET MANNING N = 0.016 GUTTER DEPRESSION (inch)= 2.00 GUTTER WIDTH (ft) = 1.50 STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) = 26.31 GUTTER FLOW DEPTH FLOW VELOCITY ON STREET (ft) = (fps)= 0.69 5.65 FLOW CROSS SECTION AREA (sq ft)= 7.08 GRATE CLOGGING FACTOR (%)= 50.00 CURB OPENNING CLOGGING FACTOR(%)= 10.00 INLET INTERCEPTION CAPACITY: IDEAL INTERCEPTION CAPACITY (cfs)= 47.06 BY FAA HEC-12 METHOD: DESIGN FLOW (cfs)= FLOW INTERCEPTED (cfs)= CARRY-OVER FLOW (cfs)= ' BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= FLOW INTERCEPTED (cfs)= CARRY-OVER FLOW (cfs)= 1 flow depth. two ------- ------------------------- UDINLET: INLET HYDARULICS AND SIZING DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD --------------------------------------------------------------------- ISER:KEVIN-GINGERY-RDB INC FT. COLLINS COLORADO ............................... ON DATE 02-23-2000 AT TIME 12:09:16 I** PROJECT TITLE: Sage Creek *** CURB OPENING INLET HYDRAULICS AND SIZING: INLET ID NUMBER: 6 S T - A/OQ INLET HYDRAULICS: IN A SUMP. GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= 5.00 HEIGHT OF CURB OPENING (in)= 6.00 INCLINED THROAT ANGLE (degree)= 45.00 LATERAL WIDTH OF DEPRESSION (ft)= 2.00 SUMP DEPTH (ft)= 0.25 Note: The sump depth is additional depth to flow depth. STREET GEOMETRIES: STREET LONGITUDINAL SLOPE (%) = 1.35 STREET CROSS SLOPE M = 2.00 STREET MANNING N = 0.016 1 GUTTER DEPRESSION (inch)= 2.00 GUTTER WIDTH (ft) = 2.00 ' STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) = 9.97 GUTTER FLOW DEPTH (ft) = 0.37 ' FLOW VELOCITY ON STREET (fps)= 3.37 FLOW CROSS SECTION AREA (sq ft)= 1.16 GRATE CLOGGING FACTOR (%)= 50.00 CURB OPENNING CLOGGING FACTOR(%)= 20.00 INLET INTERCEPTION CAPACITY: IDEAL INTERCEPTION CAPACITY (cfs)= 9.56 BY FAA HEC-12 METHOD: DESIGN FLOW (cfs)= 3.88 FLOW INTERCEPTED (cfs)= 3.88 CARRY-OVER FLOW (cfs)= 0.00 BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= 3.88 FLOW INTERCEPTED (cfs)= 3.88 CARRY-OVER FLOW (cfs)= 0.00 II I 0 r rn0 a 0 0 ai.rnrn a v v a N , 02 0 J y N O O O O m m U 000 C'i N C c N n n a o�� o000 o d ? Hai oiw E y y O O 66 j O0i 0 a 2 O 'O U V V J O N c U N a chinch v� m co 0 m o N o a m OF o m 0 0 O 0 o U a U c v v v v v~ °a o.v D J .Q N � O.� 0000 mm �LN U) 0 0 0 0vvci E 0 0 0 0 mmm m o0 ocov �o� Ow Nmcnacn �� cn000 U W O m m N O J Omm V aaaa m a'�r �0000 m UUUU W m rn rn rn rn � m K m m w E T T 0 Y J CLu w mME E E rycoomcoo .� DU z~ LL F H >> m W E 3 Q U D p 3 W i N j C 0 m E a° 9 c m m E 0 3p LU 19 E ��.-.- a m 0 E 9— LL F F a E E a N p m m Z o c E d c LL L° V p vi c to N M VLn Z 2 VJ Ic= ci o H ih I STORM SEWER SYSTEM DESIGN USING UDSEWER MODEL Developed Civil Eng. Deets U. of Colorado at Denver ' Metro Metro Denver Cities/Counties 8 UDFCD Pool Fund Study -------_--- USER:RDB-Fort Collins -Colorado ............................................... ------------ ON DATA 03-13-2000 AT TIME 16:12:42 VERSION=01-17-1997 r••• PROJECT TITLE :SAGE CREEK STORM DRAIN B3 RETURN PERIOD OF FLOOD IS 100 YEARS (Design flow hydrology not calculated using UDSEWER) ' SUMMARY OF HYDRAULICS AT MANHOLES ___________________________________________________________________________ MANHOLE CNTRBTING RAINFALL RAINFALL DESIGN GROUND WATER COMMENTS ID NUMBER AREA ' C DURATION INTENSITY PEAK FLOW ELEVATION ELEVATION MINUTES INCH/HR _______________________________________________________________________________ CFS FEET FEET 1.00 19.58 4907.25 4909.60 NO 2.00 19.58 4910.15 4909.60 OK 3.00 18.58 4910.15 4910.17 NO 4.00 1.00 4910.15 4909.98 OK 5.00 18.58 4910.15 4910.17 NO OK MEANS WATER ELEVATION IS LOWER THAN GROUND ELEVATION '•' SUMMARY OF SEWER HYDRAULICS NOTE: THE GIVEN FLOW DEPTH -TO -SEWER ----- ____------- _------ ______----- ___-------- SIZE RATIO= .8 ' SEWER MANHOLE NUMBER SEWER _--------- ___________________ REQUIRED SUGGESTED EXISTING ID NUMBER UPSTREAM DNSTREAM SHAPE DIA(RISE) DIA(RISE) DIA(RISE) WIDTH ID NO, ID NO. (IN) (FT) (IN) (FT) (IN) (FT) (FT) _____________________________________________________ 10.00 2.00 1.00 ROUND 27.00 30.00 27.00 0.00 11.00 3.00 2.00 ROUND 26.48 27.00 18.00 0.00 12.00 4.00 2.00 ROUND 8.85 15.00 18.00 0.00 13.00 5.00 3.00 ROUND 26.48 27.00 18.00 0.00 DIMENSION UNITS FOR ROUND AND ARCH SEWER ARE IN INCHES DIMENSION UNITS FOR BOX SEWER ARE IN FEET ' REQUIRED DIAMETER WAS DETERMINED BY SEWER SUGGESTED DIAMETER WAS DETERMINED BY COMMERCIALLY HYDRAULIC CAPACITY. AVAILABLE SIZE. FOR A NEW SEWER, FLOW WAS ANALYZED BY THE SUGGESTED SEWER SIZE; OTHERWISE, EXISITNG SIZE WAS USED SEWER DESIGN FLOW NORMAL NORAML CRITIC CRITIC FULL FROUDE COMMENT ID FLOW 0 FULL Q DEPTH VLCITY DEPTH VLCITY VLCITY NO. NUMBER CFS CFS FEET FPS FEET FPS FPS 1 ---------------------------------------------------------------------- 10.0 19.6 19.6 1.84 5.63 1.59 6.50 4.92 0.70 V-OK 11.0 18.6 6.7 1.50 10.51 1.43 10.69 10.51 0.00 V-OK 12.0 1.0 6.7 0.39 2.71 0.39 2.71 0.57 0.90 V-OK 13.0 18.6 6.7 1.50 10,51 1,43 10.69 10.51 0,00 V-OK FROUDE NUMBER=O INDICATES THAT A PRESSURED FLOW OCCURS ______________________________________________________________________ SEWER SLOPE INVERT ELEVATION BURIED DEPTH COMMENTS ID NUMBER UPSTREAM DNSTREAM UPSTREAM DNSTREAM % (FT) (FT) ______________________________________________________________________ (FT) (FT) ' 10.00 0.40 4907.36 4907.25 11.00 0.40 4907.53 4907.36 0.54 -2.25 NO 1.12 1.29 NO 12.00 0.40 4908.36 4908.36 0.29 0.29 NO 13.00 0.40 4907.53 4907.53 1.12 1.12 NO OK MEANS BURIED DEPTH IS GREATER THAN REQUIRED SOIL COVER OF 1.5 FEET r r d I"' SUMMARY OF HYDRAULIC GRADIENT LINE ALONG SEWERS ' ------------------------------------------------------------------------------- SEWER SEWER SURCHARGED CROWN ELEVATION WATER ELEVATION FLOW ID NUMBER LENGTH LENGTH UPSTREAM DNSTREAM UPSTREAM DNSTREAM CONDITION ------------------------------------------------------------------------------- FEET FEET FEET FEET FEET FEET 10.00 27.50 27.50 4909.61 4909.50 4909.60 4909.60 PRSS'ED ' 11.00 42.00 42.00 4909.03 4908.86 4910.17 4909.60 PRSS'ED 12.00 0.01 0.01 4909.86 4909.86 4909.98 4909.60 PRSS'ED 13.00 0.01 0.01 4909.03 4909.03 4910.17 4910.17 PRSS'ED ' PRSS'ED=PRESSURED FLOW; JUMP=POSSIBLE HYDRAULIC JUMP; SUBCR=SUBCRITICAL FLOW '' SUMMARY OF ENERGY GRADIENT LINE ALONG SEWERS 11 1 1 1 1 1 1 C! i 1 1 --------------- UPST MANHOLE SEWER SEWER MANHOLE ENERGY FRCTION ID NO ID NO. ELEV FT FT ------------------------------- 10.0 2.00 4909.99 0.39 11.0 3.00 4911.88 1.90 12.0 4.00 4909.99 0.00 13.0 5.00 4911.89 0.00 --------------------------------------------- JUNCTURE LOSSES DOWNST MANHOLE BEND BEND LATERAL LATERAL MANHOLE ENERGY K COEF LOSS FT K COEF LOSS FT ID FT 1.00 0.00 0.00 0.00 1.00 4909.60 0.00 0.00 0.00 0.00 2.00 4909.99 0.00 0.00 0.00 0.00 2.00 4909.99 0.00 0.00 0.00 0.00 3.00 4911.88 BEND LOSS =BEND K- FLOWING FULL VHEAD IN SEWER. LATERAL LOSS= OUTFLOW FULL VHEAD-JCT LOSS K'INFLOW FULL VHEAD FRICTION LOSS=O MEANS IT IS NEGLIGIBLE OR POSSIBLE ERROR DUE TO JUMP. FRICTION LOSS INCLUDES SEWER INVERT DROP AT MANHOLE NOTICE: VHEAD DENOTES THE VELOCITY HEAD OF FULL FLOW CONDITION. A MINIMUM JUCTION LOSS OF 0.05 FT WOULD BE INTRODUCED UNLESS LATERAL K=O. FRICTION LOSS WAS ESTIMATED BY BACKWATER CURVE COMPUTATIONS. 1 ----------------------------------------------------------------------------- ' UDINLET: INLET HYDARULICS AND SIZING DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD - ------------------------------------ ----- -- ----------------- SER:KEVIN GINGERY-RDB INC FT. COLLINS COLORADO ............................. ON DATE 02-29-2000 AT TIME 08:41:39 ** PROJECT TITLE: Sage Creek ST-B3A *** CURB OPENING INLET HYDRAULICS AND SIZING: INLET ID NUMBER: 3 ( B 3 A) INLET HYDRAULICS: IN A SUMP. GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= 15.00 HEIGHT OF CURB OPENING (in)= 6.00 INCLINED THROAT ANGLE (degree)= 0.00 LATERAL WIDTH OF DEPRESSION (ft)= 2.00 SUMP DEPTH (ft)= 0.25 ' Note: The sump depth is additional depth to STREET GEOMETRIES: STREET LONGITUDINAL SLOPE (°s) = 1.00 STREET CROSS SLOPE (%) = 2.00 STREET MANNING N = 0.016 GUTTER DEPRESSION (inch)= 2.00 GUTTER WIDTH (ft) = 2.00 ' STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) = 21.34 GUTTER FLOW DEPTH (ft) = 0.59 ' FLOW VELOCITY ON STREET (fps)= 4.15 FLOW CROSS SECTION AREA (sq ft)= 4.72 GRATE CLOGGING FACTOR M = 50.00 ' CURB OPENNING CLOGGING FACTOR(%)= 10.00 INLET INTERCEPTION CAPACITY: IDEAL INTERCEPTION CAPACITY (cfs)= 37.04 BY FAA HEC-12 METHOD: DESIGN FLOW (cfs)= FLOW INTERCEPTED (cfs)= CARRY-OVER FLOW (cfs)= BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= FLOW INTERCEPTED (cfs)= CARRY-OVER FLOW (cfs)= flow depth. 19.58 19.58 0.00 19.58 19.58 0.00 i ------------------------------------------------------------------------------ UDINLET: INLET HYDARULICS AND SIZING DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD ------ --------------------------------------------------- SER:KEVIN GINGERY-RDB INC FT. COLLINS COLORADO ............................. ON DATE 02-29-2000 AT TIME 08:42:02 ** 1 PROJECT TITLE: Sage Creek ST-B3A *** CURB OPENING INLET HYDRAULICS AND SIZING: INLET ID NUMBER: 3 INLET HYDRAULICS: IN A SUMP. GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= HEIGHT OF CURB OPENING (in)= INCLINED THROAT ANGLE (degree)= LATERAL WIDTH OF DEPRESSION (ft)= SUMP DEPTH (ft)= Note: The sump depth is additional STREET GEOMETRIES: 10.00 6.00 0.00 2.00 0.25 depth to flow depth. STREET LONGITUDINAL SLOPE (%) = 1.00 STREET CROSS SLOPE M 2.00 STREET MANNING N = 0.016 GUTTER DEPRESSION (inch)= 2.00 GUTTER WIDTH (ft) = 2.00 ' STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) = 21.34 ' GUTTER FLOW DEPTH FLOW VELOCITY ON STREET (ft) = (fps)= 0.59 4.15 FLOW CROSS SECTION AREA (sq ft)= 4.72 GRATE CLOGGING FACTOR (%)= 50.00 ' CURB OPENNING CLOGGING FACTOR(%)= 15.00 INLET INTERCEPTION CAPACITY: IDEAL INTERCEPTION CAPACITY (cfs)= 24.69 BY FAA HEC-12 METHOD: DESIGN FLOW (cfs)= 19.58 FLOW INTERCEPTED (cfs)= 19.58 CARRY-OVER FLOW (cfs)= 0.00 BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= 19.58 FLOW INTERCEPTED (cfs)= 19.58 CARRY-OVER FLOW (cfs)= 0.00 I § ) 2 \ [ _ ) ) § $ a \�} \\/ \ C 6 ` ; \ \�� \ ( /+ 0 £ as G § °« [[[ {` )/ )(� ; LU ]!` t E m\( )_ »� S §§ ! $ e 7{ ( , c /E }§ / . /} „ f ) {E 2 o = { ) 0 f 2 11 STORM SEWER SYSTEM DESIGN USING UDSEWER MODEL DevelopedCivil Eng. Deets Denve U. of Colorado at ' nve Metro Denver Cities/Counties Study 8 UDFCD Pool Fund Study ----------- USER:RDB-Fort CoLLins-Colorado............................................... ------------ ON DATA 06-15-2000 AT TIME 08:01:48 VERSION=01-17-1997 *** PROJECT TITLE :Storm Drain B4 *** RETURN PERIOD OF FLOOD IS 100 YEARS (Design fLoN hydrology not calculated using UDSEWER) *** SUMMARY OF HYDRAULICS AT MANHOLES ------------------------------------------------------------------------------- MANHOLE CNTRBTING RAINFALL RAINFALL DESIGN GROUND WATER COMMENTS ' ID NUMBER AREA * C DURATION INTENSITY PEAK FLOW ELEVATION ELEVATION MINUTES INCH/HR ------------------------------------------------------------------------------- CFS FEET FEET 1.00 2.00 5.77 4913.29 4914.54 NO 5.77 4916.50 4915.69 OK 3.00 5.77 4916.50 4915.69 OK OK MEANS WATER ELEVATION IS LOWER THAN GROUND ELEVATION 1 1 1 1 1 L� 1 11 1 *** SUMMARY OF SEWER HYDRAULICS NOTE: ------------------------------------------------------------------------------- THE GIVEN FLOW DEPTH -TO -SEWER SIZE RATIO= .8 SEWER MANHOLE NUMBER SEWER REQUIRED SUGGESTED EXISTING ID NUMBER UPSTREAM DNSTREAM SHAPE DIA(RISE) DIA(RISE) DIA(RISE) WIDTH ------------------------------------------------------------------------------- ID NO. ID NO. (IN) (FT) (IN) (FT) (IN) (FT) (FT) 10.00 2.00 1.00 ROUND 17.08 18.00 15.00 0.00 11.00 3.00 2.00 ROUND 17.08 18.00 15.00 0.00 DIMENSION UNITS FOR ROUND AND ARCH SEWER ARE IN INCHES DIMENSION UNITS FOR BOX SEWER ARE IN FEET REQUIRED DIAMETER WAS DETERMINED BY SEWER HYDRAULIC CAPACITY. SUGGESTED DIAMETER WAS DETERMINED BY COMMERCIALLY AVAILABLE SIZE. FOR A NEW SEWER, FLOW WAS ANALYZED BY THE SUGGESTED SEWER SIZE; OTHERWISE, EXISITNG SIZE WAS USED --------------------------------------------------------------------------- SEWER DESIGN FLOW NORMAL NORAML CRITIC CRITIC FULL FROUDE COMMENT ID FLOW 0 FULL 0 DEPTH VLCITY DEPTH VLCITY VLCITY NO. NUMBER CFS CFS FEET FPS FEET FPS FPS ---------------------------------------------------------------------- 10.0 5.8 4.1 1.25 4.70 0.97 5.63 4.70 0.00 V-OK 11.0 5.8 4.1 1.25 4.70 0.97 5.63 4.70 0.00 V-OK FROUDE NUMBER=O INDICATES THAT A PRESSURED FLOW OCCURS -------------------------------------------------------- SEWER SLOPE INVERT ELEVATION BURIED ------------- DEPTH COMMENTS ID NUMBER UPSTREAM DNSTREAM UPSTREAM DNSTREAM % (FT) (FT) (FT) (FT) 10.00 0.40 ------------------------------------------------- 4913.87 4913.29 1.38 -1.25 NO 11.00 0.40 4913.87 4913.87 1.38 1.38 OK OK MEANS BURIED DEPTH IS GREATER THAN REQUIRED SOIL COVER OF 1 FEET *** SUMMARY OF HYDRAULIC GRADIENT LINE ALONG SEWERS ------------------------------------------------------------------------------ SEWER SEWER SURCHARGED CROWN ELEVATION WATER ELEVATION FLOW ID NUMBER LENGTH LENGTH UPSTREAM DNSTREAM UPSTREAM DNSTREAM CONDITION FEET FEET FEET FEET FEET FEET --------------------------------------------------------•--------------------- 10.00 146.00 146.00 4915.12 4914.54 4915.69 4914.54 PRSS'ED I 11.00 0.01 0.01 4915.12 4915.12 4915.69 4915.69 PRSS'ED ' PRSS'ED=PRESSURED FLOW; JUMP=POSSIBLE HYDRAULIC JUMP; SUSCR=SUBCRITICAL FLOW et" SUMMARY OF ENERGY GRADIENT LINE ALONG SEWERS _________________________________________________________________________ UPST MANHOLE SEWER JUNCTURE LOSSES DOWNST MANHOLE SEWER MANHOLE ENERGY FRCTION BEND BEND LATERAL LATERAL MANHOLE ENERGY ID NO ID NO. ELEV FT FT K COEF ------------------------------------------------------------------------------- LOSS FT K COEF LOSS FT ID FT ' 10.0 2.00 4916,04 1.50 1.00 11.0 3.00 4916.04 0.00 0.00 0.00 0.00 0.011 1.00 0.00 0.00 0.00 2.00 4914.54 4916.04 BEND LOSS =BEND K- FLOWING FULL VHEAD IN SEWER. LATERAL LOSS= OUTFLOW FULL VHEAD-JCT LOSS K•INFLOW FULL VHEAD FRICTION LOSS=O MEANS IT IS NEGLIGIBLE OR POSSIBLE ERROR DUE TO JUMP. ' FRICTION LOSS INCLUDES SEWER INVERT DROP AT MANHOLE NOTICE: VHEAD DENOTES THE VELOCITY HEAD OF FULL FLOW CONDITION. A MINIMUM JUCTION LOSS OF 0.05 FT WOULD BE INTRODUCED UNLESS LATERAL K=O. FRICTION LOSS WAS ESTIMATED BY BACKWATER CURVE COMPUTATIONS. I 1 1 ---------------------- ----- UDINLET: INLET HYDARULICS AND SIZING DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD - ---------------------------- --------------------------- ---- SER:KEVIN GINGERY-RDB INC FT. COLLINS COLORADO ............................. ON DATE 06-02-2000 AT TIME 14:57:15 ** PROJECT TITLE: Sage Creek ST-B4 *** CURB OPENING INLET HYDRAULICSAND SIZING: INLET ID NUMBER: 4 C S %' ,8 y/ ' INLET HYDRAULICS: ON A GRADE. GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= 25.00 REQUIRED CURB OPENING LENGTH (ft)= 23.38 ' IDEAL CURB OPENNING EFFICIENCY = 1.00 ACTURAL CURB OPENNING EFFICIENCY = 1.00 ' STREET GEOMETRIES: STREET LONGITUDINAL SLOPE (%) = 2.00 STREET CROSS SLOPE (%) 2.00 ' STREET MANNING N 0.016 GUTTER DEPRESSION (inch)= 2.00 GUTTER WIDTH (ft) = 2.00 ' STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) = 10.94 ' GUTTER FLOW DEPTH (ft) = 0.39 FLOW VELOCITY ON STREET (fps)= 4.23 FLOW CROSS SECTION AREA (sq ft)= 1.36 ' GRATE CLOGGING FACTOR M = 50.00 CURB OPENNING CLOGGING FACTOR(%)= 10.00 INLET INTERCEPTION CAPACITY: ' IDEAL INTERCEPTION CAPACITY (cfs)= 5.77 BY FAA HEC-12 METHOD: DESIGN FLOW (cfs)= 5.77 FLOW INTERCEPTED (cfs)= 5.75 CARRY-OVER FLOW (cfs)= 0.02 BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= 5.77 FLOW INTERCEPTED (cfs)= 5.19 ' CARRY-OVER FLOW (cfs)= 0.58 Swale B4 Worksheet for Triangular Channel Project Description Project File c:\haestad\fmw\sage cre.fm2 Worksheet Swale B4 Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Input Data ' Mannings Coefficient 0.060 Channel Slope 0.020000 ft/ft Left Side Slope 8.000000 H : V ' Right Side Slope 8.000000 H : V Discharge 10.29 cfs Results Depth 0.82 ft Flow Area 5.36 ft' t Wetted Perimeter 13.20 ft Top Width 13.09 ft Critical Depth 0.63 ft ' Critical Slope 0.077718 ft/ft Velocity 1.92 ft/s ' Velocity Head Specific Energy 0.06 0.88 ft ft Froude Number 0.53 ' Flow is subcritical. Notes: ' Discharge is Q100'1.33 (freeboard) ' Q100 = 7.74 cfs (7.74 " 1.33 = 10.29) 05/01/00 FlowMaster v5.13 02'16:15 PM Haeslad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 Swale B4 ' Plotted Curves for Triangular Channel 1 Project Description Project File c:\haestad\fmw\sage cre.fm2 Worksheet Swale B4 ' Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Constant Data ' Mannings Coefficient 0.060 Channel Slope 0.020000 ft/ft Left Side Slope 8.000000 H : V ' Right Side Slope 8.000000 H : V ' Input Data Minimum Maximum Increment Discharge 0.00 12.00 0.01 cfs ' Channel Depth vs Discharge 0.9 _____________+_______________--_+--------------- �--------------- ----------------- --.8 ____________ --------------------------- T------------ _______________ _---- - - - - -- - 0.6 ------------------------ O.rJ ______________r-------------- ------------------------------ I -------------- 1. 0.4 ' -------------' ------------- 0.3 ----------- 0.2 i ------------ J------------------------------- i______________________________________________ 0.1 _____________________________`__--_______--_;-----_______-__--------------_ -------------- 0.0 2.0 4.0 6.0 8.0 10.0 12.0 Discharge (cfs) '05/01/00 FlowMaster v5.13 02:16:35 PM Hassled Methods, Inc. 37 Brookside Road Waterbury, CT 06706 (203) 755-1666 Page 1 of 1 I 1 Swale B4 Cross Section for Triangular Channel Project Description Project File c:\haestad\fmw\sage cre.fm2 Worksheet Swale 134 Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Section Data ' Mannings Coefficient 0.060 Channel Slope 0.020000 ft/ft Depth 0.82 ft Left Side Slope 8.000000 H : V ' Right Side Slope 8.000000 H : V Discharqe 10.29 cfs L.J r� ICI 0.82 It 1 V N H 1 NITS 05/01/00 02:16:46 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v5.13 Page 1 of 1 1 1 1 1 1 1 m v c 0 a O L J F _j N 0 O N N -0042*i a y N a m m O O O E N y o o 0 0 0 O > m C � p UO 0 N m e v 7 n D c m N N N E 0 000 O t O 0 n n n E o l of rn of d m o rn rn O <h lh o m w - a s y a m of N Q Q W rn rn rn m E Y J > m W m toa E J U NN LU D E3 LLF- m W O 0 0 > i 1 o E c O m N o E o LL a (n m 'O N m E E E O E Eno lWi.� F- Z O [ a c m a� �o U m Li m � O I STORM SEWER SYSTEM DESIGN USING UDSEWER MODEL Developed by Civil Eng. Dept, U. of Colorado at Denver Metro Denver Cities/Counties 8 UDFCD Pool _Fund -Study USER:RBD-Fort Collins -Colorado ....... ......... ......... .................. ------------- ON DATA 03-09-2000 AT TIME 07:44:54 VERSION=01-17-1997 PROJECT TITLE :SAGE CREEK STORM DRAIN B8 "* RETURN PERIOD OF FLOOD IS 100 YEARS (Design flow hydrology not calculated using UDSEWER) ' "• SUMMARY OF HYDRAULICS AT MANHOLES _______________________________________________________________________________ MANHOLE CNTRBTING RAINFALL RAINFALL DESIGN GROUND WATER COMMENTS ID NUMBER AREA - C DURATION INTENSITY PEAK FLOW ELEVATION ELEVATION MINUTES INCH/HR CFS FEET _______________________________________________________________________________ FEET ' 1.00 19.75 4909.00 2.00 19.75 4918.83 4909.60 NO 4916.33 OK 3.00 19.75 4918.83 4916.71 OK OK MEANS WATER ELEVATION IS LOWER THAN GROUND ELEVATION SUMMARY OF SEWER HYDRAULICS NOTE: THE GIVEN FLOW DEPTH -TO -SEWER SIZE RATIO= .8 _______________________________________________________________________________ ' SEWER MAMHOLE NUMBER SEWER REQUIRED SUGGESTED EXISTING ID NUMBER UPSTREAM DNSTREAM SHAPE DIA(RISE) DIA(RISE) DIA(RISE) WIDTH ID NO. ID NO. (IN) (FT) (IN) (FT) (IN) (FT) (FT) _______________________________________________________________________________ 10.00 2.00 1.00 ROUND 20.03 21.00 21.00 0.00 ' 11.00 3.00 2.00 ROUND 20.03 21.00 21.00 0.00 DIMENSION UNITS FOR ROUND AND ARCH SEWER ARE IN INCHES DIMENSION UNITS FOR BOX SEWER ARE IN FEET ' REQUIRED DIAMETER WAS DETERMINED BY SEWER HYDRAULIC CAPACITY. SUGGESTED DIAMETER WAS DETERMINED BY COMMERCIALLY AVAILABLE SIZE. FOR A NEW SEWER, FLOW WAS ANALYZED BY THE SUGGESTED SEWER SIZE; OTHERWISE, EXISITNG SIZE WAS USED SEWER DESIGN FLOW NORMAL NORAML CRITIC CRITIC FULL FROUDE CDMMENT ID FLOW O FULL 0 DEPTH VLCITY DEPTH VLCITY VLCITY NO. NUMBER CFS CFS FEET FPS FEET FPS FPS 10.0 19.8 22.5 1.27 10.54 1.57 8.68 8.21 1.69 V-OK 11.0 19.8 22.5 1.27 10.54 1.57 8.68 8.21 1.69 V-OK ' FROUDE NUMBER4 INDICATES THAT A ______________________________________________________________________ PRESSURED FLOW OCCURS SEWER SLOPE INVERT ELEVATION BURIED DEPTH COMMENTS ID NUMBER UPSTREAM DNSTREAM UPSTREAM DNSTREAM ' ____---X-_-----(FT) (FT) (FT) (FT) 10.00 __------- 2.00 4914.76 4909.00 ______---- 2.32 ____________________ -1.75 NO 11.00 2.00 4914.76 4914.76 2.32 2.32 OK OK MEANS BURIED DEPTH IS GREATER THAN REQUIRED SOIL COVER OF 1.5 FEET SUMMARY OF HYDRAULIC GRADIENT LINE ALONG SEWERS SEWER SEWER SURCHARGED CROWN ELEVATION WATER ELEVATION FLOW ID NUMBER LENGTH LENGTH UPSTREAM DNSTREAM UPSTREAM DNSTREAM CONDITION FEET FEET FEET FEET FEET FEET 10.00 288.19 0.00 4916.51 4910.75 4916.33 4909.60 JUMP I ' 11.00 0.01 0.00 4916.51 4916.51 4916.71 4916.33 JUMP PRSS-ED=PRESSURED FLOW; JUMP=POSSIBLE HYDRAULIC JUMP; SUBCR=SUBCRITICAL FLOW ' *** SUMMARY OF ENERGY GRADIENT LINE ALONG SEWERS ------------------------------------------------------------------------------- UPST MANHOLE SEWER JUNCTURE LOSSES DOWNST MANHOLE ' SEWER MANHOLE ENERGY FRCTION BEND BEND LATERAL LATERAL MANHOLE ENERGY ID NO ID NO. ELEV FT FT K COEF ------------------------------------------------------------------------------- LOSS FT K COEF LOSS FT ID FT 10.0 2.00 4917.50 7.90 1.00 0.00 0.00 0.00 1.00 4909.60 11.0 3.00 4917.76 0.26 0.00 0.00 0.00 0.00 2.00 4917.50 ' i BEND LOSS =BEND K* FLOWING FULL VHEAD IN SEWER. LATERAL LOSS= OUTFLOW FULL VHEAD-JCT LOSS K*INFLOW FULL VHEAD FRICTION LOSS=O MEANS IT IS NEGLIGIBLE OR POSSIBLE ERROR DUE TO JUMP. ' FRICTION LOSS INCLUDES SEWER INVERT DROP AT MANHOLE NOTICE: VHEAD DENOTES THE VELOCITY HEAD OF FULL FLOW CONDITION. A MINIMUM JUCTION LOSS OF 0.05 FT WOULD BE INTRODUCED UNLESS LATERAL K=O. ' FRICTION LOSS WAS ESTIMATED BY BACKWATER CURVE COMPUTATIONS. I 1 11 I 1 ----------------------------------------------------------------------------- ' UDINLET: INLET HYDARULICS AND SIZING DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD - ----------------------------- -------------------------------------- ER:KEVIN GINGERY-RDB INC FT. COLLINS COLORADO ............................. DN DATE 02-29-2000 AT TIME 08:45:01 F* PROJECT TITLE: Sage Creek ST-B8 ' *** CURB OPENING INLET HYDRAULICS AND SIZING: INLET ID NUMBER: 8 ' INLET HYDRAULICS: IN A SUMP. ' GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= 10.00 HEIGHT OF CURB OPENING (in)= 6.00 INCLINED THROAT ANGLE (degree)= 0.00 LATERAL WIDTH OF DEPRESSION (ft)= 2.00 SUMP DEPTH (ft)= 0.25 Note: The sump depth is additional depth to flow depth. STREET GEOMETRIES: STREET LONGITUDINAL SLOPE M = 0.70 STREET CROSS SLOPE M = 2.00 STREET MANNING N = 0.016 GUTTER DEPRESSION (inch)= 2.00 GUTTER WIDTH (ft) = 2.00 STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) = 22.94 GUTTER FLOW DEPTH FLOW VELOCITY ON STREET (ft) = (fps)= 0.63 3.62 FLOW CROSS SECTION AREA (sq ft)= 5.43 GRATE CLOGGING FACTOR (%)= 50.00 ' CURB OPENNING CLOGGING FACTOR(%)= 15.00 INLET INTERCEPTION CAPACITY: IDEAL INTERCEPTION CAPACITY (cfs)= 25.15 BY FAA HEC-12 METHOD: DESIGN FLOW (cfs)= 19.75 FLOW INTERCEPTED (cfs)= 19.75 CARRY-OVER FLOW (cfs)= 0.00 ' BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= 19.75 FLOW INTERCEPTED (Cfs)= 19.75 CARRY-OVER FLOW (cfs)= 0.00 1 1 -i Emergency Swale 138 Worksheet for Triangular Channel Project Description Project File c:\haestad\fmw\sage cre.fm2 Worksheet Flow Element Emergency Swale 138 Triangular Channel Method Manning's Formula Solve For Channel Depth 1 Input Data Mannings Coefficient 0.060 Channel Slope 0.020000 ft/ft Left Side Slope 15.000000 H : V ' Right Side Slope 15.000000 H : V Discharge 19.75 cfs Ii Results Depth 0.82 ft Flow Area 10.20 ft2 Wetted Perimeter 24.79 ft Top Width 24.73 ft Critical Depth 0.64 ft ' Critical Slope 0.076907 ft/ft Velocity 1.94 ft/s Velocity Head 0.06 ft Specific Energy 0.88 ft Froude Number 0.53 Flow is subcritical. I I 'I 03/06/00 FlowMaster v5.13 08:09:33 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 I Emergency Swale B8 Plotted Curves for Triangular Channel Project Description Project File c:\haestad\fmw\sage cre.fm2 Worksheet Emergency Swale B8 Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Constant Data Mannings Coefficient 0.060 Channel Slope 0.020000 ft/ft Left Side Slope 15.000000 H : V Right Side Slope 15.000000 H : V Input Data Minimum Maximum Increment Discharge 0.00 25.00 0.01 cfs Channel Depth vs Discharge 1.0 ------------- I ------------------ r-----------------I �.,.9 ----------------- ------------------ ----------------- ----------------- ----------- 0.8--------------------------------- ---------- ----- ----------------- 0.7 -------------------------------- -------- ------- ----------------- ----------------- i 0.5 ----------------- ------- - _ 0.4 ---------------- --------------- — ' -r------------------ ---------------------------- ' i ' 0.2 --------------------------------- ----------------------------------- ----------------- ' 0.1 _________________'------------------------------------ 1------------------ 1________--_______ 1 )L 0.0 03)06/00 08:09:39 AM 5.0 10.0 15.0 20.0 Discharge (cfs) Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 25.0 FIOwMaster v5.13 Page 1 of i Emergency Swale B8 Cross Section for Triangular Channel ' Project Description Project File c:\haestad\fmw\sage cre.fm2 Worksheet Emergency Swale B8 Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Section Data [1 Mannings Coefficient 0.060 Channel Slope 0.020000 ft/ft Depth 0.82 ft Left Side Slope 15.000000 H: V Right Side Slope 15.000000 H : V Discharqe 19.75 cfs 0.82 ft 1 V H 1 NTS 03/06/00 FlowMaster v5.13 08:09:50 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 U 0000 0� O O O m � 0 0 0 0 0 rn rn rn rn O D O D � M n M n > rn rn rn rn N N C N M J C O U C0 Z) co m rn Q rn L n r-000 rn l0 h V O J O M M M M O CO a0 CO a0 — p rn rn rn rn � rn v v v v v a E E w a LL J J m Q 5 N N co co LU) LJ „ E j- U) U) Z U y O t U 3 � m H O � O O O O O O O O O O O O O 0 o O o E 0000 O N m t0 �O f0 O 0O O N O O O) O m � rn rn rn m c 0 v v v a a v c m 0 o c o O O O O O O O O U) E _o 0 0 0 o o v 0 a .- of o <000 rnrn aaaa U U U U of fr x C� W E J cW N N N N W 3 Cl) W T > ' 0 E o ' a x E E Y m E C v .E x 0)N c m d X v c m 10 rp 3 O � E� o Fm o m LL , m STORM SEWER SYSTEM DESIGN USING UDSEWER MODEL Developed CivilDept, U._of-Colorado at Denver_-----_--__- Metro Denver r Cities/Counties ounties & UD FCD Pool Fund Study _-----__-_ USER:RBD-Fort Collins -Colorado ....... ......... ......... ................. ON DATA 03-09-2000 AT TIME 07:49:56 VERSION=01-17-1997 *** PROJECT TITLE :SAGE CREEK STORM DRAIN B9 *** RETURN PERIOD OF FLOOD IS 100 YEARS (Design flow hydrology not calculated using UDSEWER) *** SUMMARY OF HYDRAULICS AT MANHOLES ----------------------------------- ____________________________________________ MANHOLE CNTRBTING RAINFALL RAINFALL DESIGN GROUND WATER COMMENTS ID NUMBER AREA * C DURATION INTENSITY PEAK FLOW ELEVATION ELEVATION MINUTES INCH/HR CFS FEET FEET _______________________________________________________________________________ 1.00 2.00 55.78 4907.00 4909.60 55.78 4911.83 4910.22 NO OK 3.00 48.09 4911.83 4912.22 NO 4.00 7.69 4911.83 4913.22 NO 5.00 48.09 4911.83 4912.22 NO OK MEANS WATER ELEVATION IS LOWER THAN GROUND ELEVATION *** SUMMARY OF SEWER HYDRAULICS NOTE: THE GIVEN FLOW DEPTH -TO -SEWER ----- ____------- _------ ______----- ___-------- SIZE RATIO= .8 _--------- ___________________ SEWER MANHOLE NUMBER SEWER REQUIRED SUGGESTED EXISTING ID NUMBER UPSTREAM DNSTREAM SHAPE DIA(RISE) DIA(RISE) DIA(RISE) WIDTH ID NO. ID NO. (IN) 10.00 2.00 1.00 ROUND (FT) (IN) (FT) (IN) (FT) 33.67 36.00 27.00 (FT) 0.00 11.00 3.00 2.00 ROUND 31.85 33.00 27.00 0.00 12.00 4.00 2.00 ROUND 16.02 18.00 27.00 0.00 13.00 5.00 3.00 ROUND 31.85 33.00 27.00 0.00 DIMENSION UNITS FOR ROUND AND ARCH SEWER ARE IN INCHES DIMENSION UNITS FOR BOX SEWER ARE IN FEET REQUIRED DIAMETER WAS DETERMINED BY SEWER HYDRAULIC CAPACITY. SUGGESTED DIAMETER WAS DETERMINED BY COMMERCIALLY AVAILABLE SIZE. FOR A NEW SEWER, FLOW WAS ANALYZED BY THE SUGGESTED SEWER SIZE; OTHERWISE, EXISITNG SIZE WAS USED SEWER DESIGN FLOW NORMAL NORAML CRITIC CRITIC FULL FROUDE COMMENT ID FLOW 0 FULL 0 DEPTH VLCITY DEPTH VLCITY VLCITY NO. NUMBER CFS CFS FEET FPS FEET FPS FPS _________. 10.0 55.8 31.1 2.25 14.03 ______________________________ 2.17 14.19 14.03 0.00 V-OK 11.0 48.1 31.1 2.25 12.09 2.13 12.35 12.09 0.00 V-OK 12.0 7.7 31.1 0.76 6.47 0.97 4.71 1.93 1.53 V-OK 13.0 48.1 31.1 2.25 12.09 2.13 12.35 12.09 0.00 V-OK ' FROUDE NUMBER=O INDICATES THAT A PRESSURED FLOW OCCURS ______________________________________________________________________ SEWER SLOPE INVERT ELEVATION BURIED DEPTH COMMENTS ' ID NUMBER UPSTREAM DNSTREAM UPSTREAM DNSTREAM % (FT) (FT) (FT) (FT) ______________________________________________________________________ 10.00 1.00 4907.31 4907.00 11.00 1.00 4907.76 4907.30 2.28 -2.25 NO 1.82 2.28 OK 12.00 1.00 4907.30 4907.30 2.28 2.28 OK 13.00 1.00 4907.76 4907.76 1.82 1.82 OK OK MEANS BURIED DEPTH IS GREATER THAN REQUIRED SOIL COVER OF 1.5 FEET I I *** SUMMARY OF HYDRAULIC GRADIENT LINE ALONG SEWERS SEWER SEWER SURCHARGED CROWN ELEVATION WATER ELEVATION FLOW ID NUMBER LENGTH LENGTH UPSTREAM DNSTREAM UPSTREAM DNSTREAM CONDITION FEET _______________________________________________________________________________ FEET FEET FEET FEET FEET 10.00 30.00 30.00 4909.55 4909.25 4910.22 4909.60 PRSS'ED 11.00 46.00 46.00 4910.01 4909.55 4912.22 4910.22 PRSS'ED 12.00 0.01 0.01 4909.55 4909.55 4913.22 4910.22 PRSS'ED 13.00 0.01 0.01 4910.01 4910.01 4912.22 4912.22 PRSS'ED 1 PRSS'ED=PRESSURED FLOW; JUMP=POSSIBLE HYDRAULIC JUMP; SUBCR=SUBCRITICAL FLOW - *** SUMMARY OF ENERGY GRADIENT LINE ALONG SEWERS UPST MANHOLE SEWER JUNCTURE LOSSES DOWNST MANHOLE SEWER MANHOLE ENERGY FRCTION BEND BEND LATERAL LATERAL MANHOLE ENERGY ID NO ID NO. ELEV FT FT K COEF LOSS FT K COEF LOSS FT ID FT 10.0 2.00 4913.27 3.67 1.00 0.00 0.00 0.00 1.00 4909.60 11.0 3.00 4914.49 1.10 0.05 0.11 0.00 0.00 2.00 4913.27 12.0 4.00 4913.27 0.00 0.00 0.00 0.00 0.00 2.00 4913.27 13.0 5.00 4914.49 0.00 0.00 0.00 0.00 0.00 3.00 4914.49 BEND LOSS =BEND K* FLOWING FULL VHEAD IN SEWER. LATERAL LOSS= OUTFLOW FULL VHEAD-JCT LOSS K*INFLOW FULL VHEAD FRICTION LOSS=O MEANS IT IS NEGLIGIBLE OR POSSIBLE ERROR DUE TO JUMP. FRICTION LOSS INCLUDES SEWER INVERT DROP AT MANHOLE NOTICE: VHEAD DENOTES THE VELOCITY HEAD OF FULL FLOW CONDITION. A MINIMUM JUCTION LOSS OF 0.05 FT WOULD BE INTRODUCED UNLESS LATERAL K=O. FRICTION LOSS WAS ESTIMATED BY BACKWATER CURVE COMPUTATIONS. 7 Lj I 1 I ------------------------------------------------------------------------------ UDINLET: INLET HYDARULICS AND SIZING DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD -------------------------------- -------------------------- --- SER:KEVIN-GINGERY-RDB INC FT. COLLINS COLORADO ............................. ON DATE 04-21-2000 AT TIME 11:53:27 1** PROJECT TITLE: Sage Creek ST-B9A ' *** CURB OPENING INLET HYDRAULICS AND SIZING: INLET ID NUMBER: 9 � 85A) INLET HYDRAULICS: IN A SUMP. GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= 20.00 HEIGHT OF CURB OPENING (in)= 6.00 INCLINED THROAT ANGLE (degree)= 45.00 LATERAL WIDTH OF DEPRESSION (ft)= 2.00 SUMP DEPTH (ft)= 0.40 Note: The sump depth is additional depth to flow depth. STREET GEOMETRIES: ' STREET LONGITUDINAL SLOPE (°s) = 0.80 STREET CROSS SLOPE M = 2.00 STREET MANNING N = 0.016 GUTTER DEPRESSION (inch)= 2.00 GUTTER WIDTH (ft) = 1.50 STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) = 31.75 GUTTER FLOW DEPTH FLOW VELOCITY ON STREET (ft) = (fps)= 0.80 4.71 FLOW CROSS SECTION AREA (sq ft)= 10.24 GRATE CLOGGING FACTOR M = 50.00 CURB OPENNING CLOGGING FACTOR(%)= 10.00 INLET INTERCEPTION CAPACITY: IDEAL INTERCEPTION CAPACITY (cfs)= 54.43 BY FAA HEC-12 METHOD: DESIGN FLOW (cfs)= 48.10 FLOW INTERCEPTED (cfs)= 48.10 CARRY-OVER FLOW (cfs)= 0.00 ' BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= 48.10 FLOW INTERCEPTED (cfs)= 48.10 CARRY-OVER FLOW (cfs)= 0.00 1 --------------------------------------------------------- UDINLET: INLET HYDARULICS AND SIZING DEVELOPED BY DR. JAMES GUO, CIVIL ENG DEPT. U OF COLORADO AT DENVER SUPPORTED BY METRO DENVER CITIES/COUNTIES AND UD&FCD ----------------------------------------------------- --- ISER:KEVIN GINGERY-RDB INC FT. COLLINS COLORADO............................... -)N DATE 04-21-2000 AT TIME 11:55:26 I** PROJECT TITLE: Sage Creek ST-B9B *** CURB OPENING INLET HYDRAULICS AND SIZING: ( & t7 B) INLET ID NUMBER: 9 - INLET HYDRAULICS: IN A SUMP. GIVEN INLET DESIGN INFORMATION: GIVEN CURB OPENING LENGTH (ft)= 5.00 HEIGHT OF CURB OPENING (in)= 6.00 INCLINED THROAT ANGLE (degree)= 45.00 LATERAL WIDTH OF DEPRESSION (ft)= 2.00 SUMP DEPTH (ft)= 0.25 ' Note: The sump depth is additional depth to flow depth. STREET GEOMETRIES: ' STREET LONGITUDINAL SLOPE (%) = 0.80 STREET CROSS SLOPE (%) = 2.00 STREET MANNING N = 0.016 GUTTER DEPRESSION (inch)= 2.00 GUTTER WIDTH (ft) = 1.50 STREET FLOW HYDRAULICS: WATER SPREAD ON STREET (ft) = 15.25 GUTTER FLOW DEPTH (ft) = 0.47 FLOW VELOCITY ON STREET (fps)= 3.08 FLOW CROSS SECTION AREA (sq ft)= 2.48 GRATE CLOGGING FACTOR M = 50.00 CURB OPENNING CLOGGING FACTOR(%)= 20.00 INLET INTERCEPTION CAPACITY: IDEAL INTERCEPTION CAPACITY (cfs)= BY FAA HEC-12 METHOD: DESIGN FLOW 9.92 (cfs)= 7.69 FLOW INTERCEPTED (cfs)= 7.69 CARRY-OVER FLOW (cfs)= 0.00 ' BY DENVER UDFCD METHOD: DESIGN FLOW (cfs)= 7.69 FLOW INTERCEPTED (cfs)= 7.69 CARRY-OVER FLOW (cfs)= 0.00 L P i I I r 1] 11 I Pond B Equalization Pipe Worksheet for Circular Channel Project Description Project File c:\haestad\fmw\sage cre.fm2 Worksheet Equalization Pipe Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.013 Channel Slope 0.004000 ft/ft Diameter 48.00 in Discharge 70.00 cfs Results Depth 2.63 ft Flow Area 8.78 ft' Wetted Perimeter 7.57 ft Top Width 3.79 ft Critical Depth 2.53 ft Percent Full 65.86 Critical Slope 0.004496 ft/ft Velocity 7.98 ft/s Velocity Head 0.99 ft Specific Energy 3.62 ft Froude Number 0.92 Maximum Discharge 97.72 cfs Full Flow Capacity 90.84 cfs Full Flow Slope 0.002375 ft/ft Flow is subcritical. 03/03/00 FlowMaster v5.13 10:38:40 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 r Equalization Pipe for Pond B Plotted Curves for Circular Channel ' Project Description Project File c:\haestad\fmw\sage cre.fm2 Worksheet Equalization Pipe Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Constant Data Mannings Coefficient 0.013 Channel Slope 0.004000 ft/ft Diameter 48.00 in 1 Input Data Minimum Maximum Increment ' Discharge 0.00 80.00 0.01 cfs Channel Depth vs Discharge 3.0�-----------�------------ -------------------- 2.5 -------- -------------------- --------- ---------- -------- -- ------- 2.0 " ----------------------------' ------------i----- --------------- .............'_--- ---- 1.5 ---------- '----------- `------- ------------------ ---------'-----------`----------' 1 ------ ---------------------- ---------- -------- ---------- ---------- r1.0 0.5 -- ----------- --------- ------- --------- ------------ ------------------- I J.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 Discharge (cfs) '03/03/00 FlowMaster v5.13 10:38:55 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 Equalization Pipe for Pond B Cross Section for Circular Channel ' Project Description Project File c:\haestad\fmw\sage cre.fm2 Worksheet Equalization Pipe Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coefficient 0.013 Channel Slope 0.004000 ft/ft Depth 2.63 ft Diameter 48.00 in ' Discharge 70.00 cfs i 1 '03/03/00 10:39:26 AM 2.63 ft 1N V H1 NTS 48.00 in FlowMaster v5.13 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06706 (203) 755-1666 Page 1 of 1 I Cl I I Pond A Outfall Pipe Worksheet for Circular Channel Project Description Project File c:\haestad\fmw\sage cre.fm2 Worksheet Pond A Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.013 Channel Slope 0.005000 ft/ft Diameter 21.00 in Discharge 8.80 cfs Results Depth 1.17 ft Flow Area 1.71 ft' Wetted Perimeter 3.35 ft Top Width 1.65 ft Critical Depth 1.10 ft Percent Full 66.76 Critical Slope 0.005903 ft/ft Velocity 5.16 ft/s Velocity Head 0.41 ft Specific Energy 1.58 ft Froude Number 0.89 Maximum Discharge 12.05 cfs Full Flow Capacity 11,20 cfs Full Flow Slope 0.003085 ft/ft Flow is subcritical. 03/08/00 FlowMaster v5.13 08:14:53 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 11 1 Pond A Outfall Pipe Plotted Curves for Circular Channel Project Description Project File c:\haestad\fmw\sage cre.fm2 Worksheet Pond A Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Constant Data Mannings Coefficient 0.013 Channel Slope 0.005000 fvft Diameter 21.00 in Input Data Minimum Maximum Increment Discharge 0.00 15.00 0.01 cfs Channel Depth vs Discharge 1.8 --------------------------------------------------- ----------- -'-'---------------------- ------------- ------------'------------- ------------- 1.4 -------------- — — - " - —--------------------------------------- — ------ -_------------- — --- R1.2 ----------------- —---------------------------------------- ----------------------------- — - 1.0 T------------ l _ _T _l -� 0.8 1 l 0.6 — ---------- ---- -------------------------------- ------------ ------------ ------------ 0.4 ---------- Z P 0.2 — 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 Discharge (cfs) '03/08/00 FlowMaster v5.13 08:15:02 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 Pond A Outfall Pipe Cross Section for Circular Channel ' Project Description Project File c:\haestad\fmw\sage cre.fm2 Worksheet Pond A ' Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coefficient 0.013 Channel Slope 0.005000 ft/ft Depth 1.17 ft ' Diameter 21.00 in Discharge 8.80 cfs 1 '03/08/00 08:15: 14 AM 1.17 ft 1 N V H 1 NTS 21.00 in FlowMaster v5.13 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 Pond B Outfall Pipe Worksheet for Circular Channel Project Description Project File c:\haestad\fmw\sage cre.fm2 Worksheet Pond B Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data ' Mannings Coefficient 0.013 Channel Slope 0.005000 ft/ft Diameter 27.00 in ' Discharge 17.91 cfs Results Depth 1.55 ft Flow Area 2.92 ft' Wetted Perimeter 4.40 ft ' Top Width 2.09 ft Critical Depth 1.48 ft Percent Full 68.77 ' Critical Slope 0.005660 ft/ft Velocity 6.14 ft/s Velocity Head 0.59 ft Specific Energy 2.13 ft Froude Number 0.92 Maximum Discharge Full Flow Capacity 23.56 21.90 cfs cfs Full Flow Slope 0.003345 ft/ft Flow is subcritical. 03/08/00 FlowMaster v5.13 08:15:55 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 P C� 11 L E Pond B Outfall Pipe Plotted Curves for Circular Channel Project Description Project File c:\haestad\fmw\sage cre.fm2 Worksheet Pond B Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Constant Data Mannings Coefficient 0.013 Channel Slope 0.005000 ft/ft Diameter 27.00 in Input Data Minimum Maximum Increment Discharge 0.00 25.00 0.01 cfs Channel Depth vs Discharge 0.0 5.0 10.0 15.0 20.0 25.0 Discharge (cfs) 03/08/00 RowMaster v5.13 08:15 10 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 Pond B Outfall Pipe Cross Section for Circular Channel Project Description Project File c:\haestad\fmw\sage cre.fm2 Worksheet Pond B ' Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Section Data ' Mannings Coefficient 0.013 Channel Slope 0.005000 ft/ft Depth 1.55 ft Diameter 27.00 in Discharge 17.91 cfs 1.55 ft 27.00 in 1 N V H 1 NTS ' 06/ 0816 24:6:24 AM FlowMaster v5.13 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1665 Page 1 of 1 1 1 1 1 1 Project: Sage Creek Location: Pond A Broad Crested Weir - Basic Equation Q = C*L*Hj.5 Calculate Q from Dimensions: C= 3.00 L= 125 ft H= 0.41 ft Q= 98 cfs Calculate L from Q and H C= 3.00 Q= 98.15 cfs H= 0.41 ft L= 125 ft Calculate H from Q and L C= 3.00 Q= 98.15 cfs L= 125 ft H= 0.41 ft The Sear -Brown Group Proj. Number: 434-021a By: MLC 1 1 1 1 1 t Project: Sage Creek Location: Pond B West Broad Crested Weir - Basic Equation Q — CeLeHIs Calculate Q from Dimensions: C= 3.00 L= 55 ft H= 0.39 ft Q= 40 cfs Calculate L from Q and H C= 3.00 Q= 40 cfs H= 0.39 ft L= 55 ft Calculate H from Q and L C= 3.00 Q= 40 cfs L= 55 ft H= 0.39 ft The Sear -Brown Group Proj. Number: 434-021a By: MLC Project: Sage Creek Location: Pond B East Broad Crested Weir - Basic Equation: Q = CeLoH1.5 Calculate Q from Dimensions: C= 3.00 L= 100 ft H= 0.38 ft Q= 70 cfs Calculate L from Q and H C= 3.00 Q= 70 cfs H= 0.38 ft L= 100 ft Calculate H from Q and L C= 3.00 Q= 70 cfs L= 100 ft H= 0.38 ft The Sear -Brown Group Proj. Number: 434-021a By: MLC I 11 I APPENDIX F it RIPRAP DESIGN I I f I r I I I i 1 II I I 1 1 Country Slate/Region City Annual R Factor Total Slope Length (It) Protection Type Protection Period (months) Beginning Month Adjusted R Value Slope Gradient (11:11 Soil Type K Factor Soil Loss Tolerance (in) Y- Slope Gradient • 3.1 0 P300 Reinf. Vag 50 Not to Scale Reach Cum. Disl. Material Vegetation Type Growth His Density LS C ASL bare (in l ASL mat tin) SLi lint SF Remarks Begin Ia1 n [f0 1 0 50 P3001'end. od Frame 5075'/. 1185JU02 0.146 0 0001 1 1 0.03 99.9 STABLE 2 3 0 50 Composite 0.146 0.000 -4 o k Vegetation Denuy.Pecemage of sad coverage provided by vegetation Clover matmial performance factor (Fraction of sod bssol unprotected) ASLbare-Avetage Sod Lou Potential of wpoteded sol (edam inched ASI-nal.Average Sod Loss pdential w/material (idam inches) MSliate•Marmnm Sod Loss potential on rmorotecled sad [uniform inches) MSLmat�M&d mrn Sol Loss potential w/matetial (uniform inches) SLT•SrA Loss Tolemce la slope segment (uniform aches) SF -Safety Factor Composite -Average sod loss from total slope length (untorm inches) I t r r �I I ********************************************************************** NORTH AMERICAN GREEN MATERIAL SPECIFICATIONS ********************************************************************** 00 Specification The North American Green P300 permanent erosion control/turf reinforcement mat is constructed of 100% UV stabilized high denier polypropylene fiber sewn between a black UV stabilized 1/2" mesh polypropylene netting on the top 5 Ibs/1000 ft^2 (24.4 kg/100 m^2) and a black UV stabilized 5/8" mesh polypropylene netting on the bottom 3 Ibs/1000 ft^2 (14.6 kg/100 m^2) with polypropylene thread. The mat is resistant to photo and chemical degradation. The following list contains ` irther physical properties of the P300P erosion control/turf ..:enforcement mat. ' Property Test Method ` Thickness Resiliency ASTM D1777 100 PSI-3 cycles Mass Per Unit Area ASTM D3776 Tensile Strength ASTM D4632 Elongation ASTM D4632 Tensile Strength ASTM D4595 Elongation ASTM D4595 Tensile Strength ASTM D5035 Elongation ASTM D5035 Tensile Strength ASTM D1682 Elongation ASTM D1682 UV Stability* ASTM D4355 90* Value Units .56 (1.4) in (cm) 94 % 11.2 (380) oz/sq yd (g/m^2) 35.2 (16) Ibs (kg) 25.5 % 259.2 (385.7)lbs/ft (kg/m) 20.9 % /o 300 (446) Ibs/ft (kg/m) 51 % 89 (40) Ibs (kg) 21 % 81* (37) Ibs (kg) *ASTM D1682 Tensile Strength and % Strength Retention of material after 1000 hours of exposure in Xenon -Arc Weatherometer. . hysical Specifications (Roll) Width 6.5 feet (2 m) Length 83.5 feet (25.4 m) Weight 42 Ibs + / - 10% (19.1 kg) Area 60 ydA2 (50 m^2) Stitch Spacing 1.5 inches (3.8 cm), 50 per 6.5 feet (2 m) roll width r '[I y I i 1 The Sear -Brown Group UDFCD Riprap Design ,' 11 1, i r i Project: Sage Creek Designer: MLC Project #: 434-021A Date: 23-Jun-2000 Location: Re fie. f • Po „cl Sw 4 /c Box width: 2 ft Tailwater: 0.48 ft (known) Box height: 0.48 ft Max Vel.: 5 ft/s (soil dependent) Discharge: 2.49 cfs 1. Required riprap type: Q/WHAl.5 = H= Yt/H = Q/WHA0.5 = d50 = > Use 3.74 < 8 --> use design charts 0.48 ft 1.00 1.80 0.30 in --> in Use geotextile or minimum riprap gradation. 2. Expansion factor: 1 / [2 tan(theta)] = 6.6 3. Riprap length: At = QN = 0.498 ft2 L = 1/[2tan(theta))*(At/Yt - W) _ -6 ft 4. Governing limits: L> 3H = 1 ft increase length to 1 ft L<10H= 5 ft =>-6ft-->OK 5. Maximum depth: Depth = 2d50 = 2 (0 in / 12) = ft 6. Bedding: Use 1 ft thick layer of Type II (CDOT Class A) bedding material. 7. Riprap width (minimum): Width =2H=2(2ft) = 4 ft (Extend riprap to minimum of culvert height or normal channel depth.) Summary: Use geotextile or minimum riprap gradation. Length = 1 ft Depth = ft Width = 4 ft i23-Jun-2000 IThe Sear -Brown Group UDFCD Riprap Design ' Project: Sage Creek Designer: MLC Project #: 434-021A Date: June 23, 2000 Location: Eov, 4y Rod d g i 36 C m P S %Z;P-a N i Pipe dia.: 18 in Tailwater: 0.75 ft (known) Discharge 7.2 cis Max Vel.: 5 ft/s (soil dependent) i I 1. Required riprap type Q/D^2.5 = 2.61 < 6 --> use design charts D = 1.50 ft 0 Yt/D = 0.50 Q/D^1.5 = 3.92 d50 = 2.49 in --> 0 in > Use geotextile or minimum riprap gradation. 2. Expansion factor: 1 / [2 tan(theta)] = 2.2 3. Riprap length: At = Q/V = L = 1/[2tan(theta)]'(At/Yt - D) _ 4. Governing limits: L>3D= 5 ft L<10D= 15 it 5. Maximum depth: Depth = 2d50 = 2 (0 in / 12) _ 1.44 ft2 1ft increase length to 5 ft => 1 ft --> OK 0.00 ft 6. Bedding: Use 1 ft thick layer of Type II (CDOT Class A) bedding material. 4J 7. Riprap width Width = 3D = 3 (18 in /12) = Summary: geotextile or minimum riprap gradation. Length = 5 ft Depth = 0 ft Width = 5 ft 1 i F 5ft 23-Jun-2000 IThe Sear -Brown Group UDFCD Riprap Design ' Project: Sage Creek Designer. MLC Project#. 434-021A Date: April2l 2000 I P� I Location: Storm Drain A5 Outlet to Pond A Pipe dia.: 27 in Tailwater 1.125 ft (known) Discharge 54.59 cfs Max Vel.: 5 ft/s (soil dependent) 1. Required riprap type: Q/DA2.5 = 7.19 SUPERCRITICAL DESIGN --use equiv. Da Da= 1.13 ft Yn= 0 ft Yt/Da = 1.00 Q/DaAl.5 45.75 d50 = 12.63 in --> 18 in > Use Type H (Class 18) riprap 2. Expansion factor 1 / [2 tan(theta)] = 2.2 3. Riprap length: At = QN = 10.92 ft2 L = 1/[2tan(theta)]'(At/Yt - D) = 16 ft 4. Governing limits: L>3D= 7 ft <=16ft-->OK L<10kD- 23ft =>16ft-->OK 5. Maximum depth: Depth = 2d50 = 2 (18 in / 12) = 3.00 ft 6. Bedding: Use 1 ft thick layer of Type II (CDOT Class A) bedding material. 7. Riprap width: Width = 3D = 3 (27 in /12) = 7 ft Summary: Type H (Class 18) riprap Length = 16 ft Depth = 3 ft Width = 7 ft 1 21-Apr-2000 I I w I I [1 I I The Sear -Brown Group UDFCD Riprap Design Project: Sage Creek Designer MLC Project#. 434-021A Date: April21, 2000 Location: Storm Drain A10 Outlet to Pond A Pipe dia.: 30 in Tailwater: 1.25 ft (known) Discharge 43.56 cfs Max Vel.: 5 ftls (soil dependent) 1. Required riprap type: Q/D^2.5 = 4.41 < 6 --> use design charts D = 2.50 ft 0 Yt/D = 0.50 Q/D^1.5 = 11.02 d50 = 6.99 in --> 9 in > Use Type L (Class 9) riprap 2. Expansion factor 1 / [2 tan(theta)] = 2.2 3. Riprap length: At = Q/V = 8.71 ft2 L = 1/[2tan(theta)]'(At/Yt - D) = 10 ft 4. Governing limits: L>3D= 8 ft <=10ft-->OK L<10D= 25ft=>10ft-->OK 5. Maximum depth: Depth = 2d50 = 2 (9 in / 12) = 1.50 ft 6. Bedding: Use 1 ft thick layer of Type II (CDOT Class A) bedding material. 7. Riprap width: Width = 3D = 3 (30 in /12) = 8 ft Summary: Type L (Class 9) riprap Length = 10 ft Depth = 1.5 ft Width = 8 ft 21-Apr-2000 IThe Sear -Brown Group UDFCD Riprap Design I I F I Project., Sage Creek Designer: MLC Project #: 434-021 A Date: March 6, 2000 Location: Storm Drain B3 Outlet to Pond B Pipe dia.: 27 in Tailwater: 0.9 ft (variable/unknown) Discharge 19.58 cfs Max Vel.: 5 ft/s (soil dependent) 1. Required riprap type Q/D^2.5 = 2.58 < 6 --> use design charts D = 2.25 ft 0 YUD = 0.40 Q/D^1.5 = 5.80 d50 = 4.81 in --> 6 in > Use Type VL (Class 6) riprap 2. Expansion factor., 1 / [2 tan(theta)] = 2.2 3. Riprap length: At=QN= L = 1/[2tan(theta)]`(At/Yt - D) _ 4. Governing limits: L>3D= 7 ft L<10D= 23 ft 5. Maximum depth: Depth = 2d50 = 2 (6 in / 12) _ 3.92 ft2 5ft increase length to 7 ft _> 5 ft --> OK 1.00 ft 6. Bedding: ' Use 1 ft thick layer of Type II (CDOT Class A) bedding material. 1 7. Riprap width: Width = 3D = 3 (27 in /12) _ ' Summary: Type VL (Class 6) riprap Length = 7 ft Depth = 1 ft Width = 7 ft I 1 1 7ft 06-Mar-2000 The Sear -Brown Group UDFCD Riprap Design ' Project. Sage Creek Designer., MLC Project #: 434-021A Date: May 1, 2000 Location: Storm Drain B4 Outlet to Pond B ' Pipe dia.: 15 in Tailwater. 0.5 ft (variable/unknown) Discharge 5.77 cfs Max Vel.: 5 ft/s (soil dependent) I 11 1. Required riprap type Q/DA2.5 = 3.30 < 6 --> use design charts D= 1.25 ft 0 Yt/D = 0.40 Q/DA1.5 = 4.13 d50 = 3.42 in --> 6 in > Use Type VL (Class 6) riprap 2. Expansion factor: 1 / [2 tan(theta)] = 2.2 3. Rpprap length: At=QN= L = 1/[2tan(theta)]'(At/Yt - D) _ 4. Governing limits: L>3D= 4 ft L<10D= 13 ft 5. Maximum depth: ' Depth = 2d50 = 2 (6 in / 12) _ 1.15 ft2 2ft increase length to 4 ft _> 2 ft --> OK 1.00 ft 6. Bedding: ' Use 1 ft thick layer of Type II (CDOT Class A) bedding material. ' 7. Rpprap width: Width =3D=3(15in/12)= 4 ft ' Summary. Type VL (Class 6) riprap Length = 4 ft Depth = 1 ft Width = 4 ft I I I 01-May-2000 I I I I LJ The Sear -Brown Group UDFCD Riprap Design Project: Sage Creek Designer: MLC Project #: 434-021A Date: March 6, 2000 Location: Storm Drain B8 Outlet to Pond B Pipe dia.: 21 in Tailwater: 0.875 ft (known) Discharge 19.75 cfs Max Vel.: 5 ft/s (soil dependent) 1. Required riprap type: Q/DA2.5 = 4.87 < 6 --> use design charts D = 1.75 ft 0 Yt/D = 0.50 Q/DA1.5 = 8.53 d50 = 5.41 in --> 6 in > Use Type VL (Class 6) riprap 2. Expansion factor 1 / [2 tan(theta)] = 2.2 3. Riprap length At = QN = 3.95 ft2 L = 1/[2tan(theta)]'(At/Yt - D) = 6 ft 4. Governing limits: L>3D= 5 ft <=6ft-->OK L<10D= 18 ft =>6ft-->OK 5. Maximum depth: Depth = 2d50 = 2 (6 in / 12) = 1.00 ft 6. Bedding: Use 1 ft thick layer of Type II (CDOT Class A) bedding material. 7. Riprap width: Width = 3D = 3 (21 in /12) = 5 ft Summary: Type VL (Class 6) riprap Length = 6 ft Depth = 1 ft Width = 5 ft 06-Mar-2000 IThe Sear -Brown Group UDFCD Riprap Design 1 Project: Sage Creek Designer: MLC Project#., 434-021A Date: April21, 2000 ' Location: Storm Drain B9 Outlet to Pond B Pipe dia.: 27 in Tailwater. 1.125 ft (known) Discharge 55.78 cfs Max Vel.: 5 ft/s (soil dependent) ' 1. Required riprap type: Q/D^2.5 = 7.35 SUPERCRITICAL DESIGN --use equiv. Da ' Da= 1.13 ft Yn= 0 ft YUDa = 1.00 Q/Da^1.5 46.75 d50 = 12.90 in --> 18 in > Use Type H (Class 18) riprap 2. Expansion factor: ' 1 / [2 tan(theta)] = 2.2 3. Riprap length: At = QN = 11.16 ft2 L = 1/[2tan(theta)]'(At/Yt - D) = 17 ft 4. Governing limits: L>3D= 7 ft <=17ft-->OK L<10kD- 23 ft =>17ft-->OK 1 5. Maximum depth: Depth = 2d50 = 2 (18 in / 12) = 3.00 ft 6. Bedding: ' Use 1 ft thick layer of Type II (CDOT Class A) bedding material. 7. Riprap width: ' Width = 30 = 3 (27 in /12) = 7 ft ' Summary: Type H (Class 18) riprap Length = 17 ft Depth = 3 ft Width = 7 ft I 1 I [I 1 21-Apr-2000 The Sear -Brown Group UDFCD Riprap Design 1 11 Project: Sage Creek Designer: MLC Project #: 434-021A Date: March 6, 2000 Location: Pond B Equalization Pipe (West End) Pipe dia.: 48 in Tailwater: 2 ft (known) Discharge 70 cfs Max VeL: 5 ft/s (soil dependent) 1. Required riprap type: Q/D^2.5 = 2.19 < 6 --> use design charts D = 4.00 ft YUD = 0.50 Q/D^1.5 = 8.75 d50 = 5.55 in --> 6 in > Use Type VL (Class 6) riprap 2. Expansion factor: 1 / [2 tan(theta)] = 2.2 3. Riprap length: At=Q/V= L = 1/[2tan(theta)]'(At/Yt - D) _ 4. Governing limits: ' L>3D= 12 ft L<10D= 40 ft 5. Maximum depth: 1 Depth =2d50=2(6in/12)= 14.00 ft2 7ft increase length to 12 ft _> 7 ft --> OK 1.00 ft 6. Bedding: ' Use 1 ft thick layer of Type II (CDOT Class A) bedding material. 7. Riprap width: Width = 3D = 3 (48 in /12) = 12 ft Summary. Type VL (Class 6) riprap Length = 12 ft Depth = 1 ft Width = 12 ft I I rI 06-Mar-2000 The Sear -Brown Group UDFCD Riprap Design ' Project: Sage Creek Designer: MLC Project #: 434-021A Date: March 6 2000 Location: Pond B Equalization Pipe (East End) Pipe dia.: 48 in Tailwater. 2 ft (known) Discharge 40 cfs Max VeL: 5 ft/s (soil dependent) 1 1. Required riprap type: Q/DA2.5 = 1.25 < 6 --> use design charts D = 4.00 ft YUD = 0.50 Q/DAl.5 = 5.00 d50 = 3.17 in --> 6 in > Use Type VL (Class 6) riprap 2. Expansion factor: 1 / [2 tan(theta)] = 2.2 3. Riprap length: At = Q/V = L = 1/[2tan(theta)]'(At/Yt - D) _ 4. Governing limits: ' L>3D= 12 ft L<10D= 40 ft 5. Maximum depth: ' Depth = 2d50 = 2 (6 in / 12) _ C increase length to 12 ft =>0ft-->OK 1.00 ft 6. Bedding: 1 Use 1 ft thick layer of Type II (CDOT Class A) bedding material. ' 7. Riprap width: Width = 3D = 3 (48 in /12) _ Summary: ' Type VL (Class 6) riprap Length = 12 ft Depth = 1 ft Width = 12 ft I 12 ft 06-Mar-2000 ' The Sear -Brown Group UDFCD Riprap Design I Project: Sage Creek Designer. MLC Project#: 434-021A Date: April 21,2000 Location: Pond A Outfall Pipe Pipe dia.: 21 in Tailwater 0.875 ft (known) Discharge 8.9 cfs Max Vel.: 5 fUs (soil dependent) 1. Required riprap type Q/D^2.5 = 2.20 < 6 --> use design charts D = 1.75 ft 0 YUD = 0.50 Q/D^1.5 = 3.84 d50 = 2.44 in --> 0 in > Use geotextile or minimum riprap gradation. 2. Expansion factor: 1 / [2 tan(theta)] = 2.2 3. Riprap length: At=QN= L = 1/[2tan(theta)]'(At/Yt - D) _ 4. Governing limits: ' L>3D= 5 ft L<10D= 18 ft 5. Maximum depth: ' Depth = 2d50 = 2 (0 in / 12) _ 1.78 ft2 1ft increase length to 5 ft _> 1 ft --> OK 0.00 ft 6. Bedding: Use 1 ft thick layer of Type II (CDOT Class A) bedding material. 7. Riprap width Width = 3D = 3 (21 in /12) _ ' Summary: geotextile or minimum riprap gradation. Length = 5 ft Depth = 0 ft Width = 5 ft I i 5ft 21-Apr-2000 The Sear -Brown Group UDFCD Riprap Design Project: Sage Creek Designer: MLC Project#: 434-021A Date: April 21,2000 ' Location: Pond B Outfall Pipe Pipe dia.: 27 in Tailwater: 1.125 ft (known) Discharge 16.55 cfs Max Vel.: 5 ft/s (soil dependent) ' 1. Required riprap type: Q/DA2.5 = 2.18 < 6 --> use design charts D = 2.25 ft 0 ' YUD = 0.50 Q/DA1.5 = 4.90 d50 = 3.11 in --> 6 in ' > Use Type VL (Class 6) riprap 2. Expansion factor. ' 1 / [2 tan(theta)] = 2.2 3. Riprap length: At = ON = 3.31 ft2 ' L = 1/[2tan(theta)]'(At/Yt - D) = 2 ft 4. Governing limits: ' L > 3D = 7 ft increase length to 7 ft L<10D= 23 ft =>2ft-->OK ' 5. Maximum depth: Depth = 2d50 = 2 (6 in / 12) = 1.00 ft 6. Bedding: Use 1 ft thick layer of Type II (CDOT Class A) bedding material. ' 7. Riprap width: Width = 3D = 3 (27 in /12) = 7 ft ' Summary: Type VL (Class 6) riprap Length = 7 ft Depth = 1 ft Width = 7 ft 21-Apr-2000 The Sear -Brown Group UDFCD Riprap Design ' Project: Sage Creek Designer: MLC Project #: 434-021A Date: 06-Mar-2000 ' Location: Pond A Emergency Overflow Weir Box width: 125 ft Tailwater: 0.41 ft (known) Box height: 0.41 ft Max Vel.: 5 ft/s (soil dependent) Discharge: 98 cfs 1. Required riprap type: ' Q/WHAt.5 2.99 < 8 --> use design charts H = 0.41 ft 0 YUH = 1.00 Q/W HA0.5 1.22 ' d50 = 0.21 in --> 0 in > Use Use geotextile or minimum riprap gradation. ' 2. Expansion factor., 1 / [2 tan(theta)] = 6.6 3. Riprap length: ' At = ON = 19.6 ft2 L = 1/[2tan(theta)]'(At/Yt - W) _ -509 ft ' 4. Governing limits: L> 3H = 1 ft increase length to 1 ft L<10H= 4 ft=> -509 ft --> OK ' 5. Maximum depth: Depth = 2d50 = 2 (0 in / 12) = 0 ft ' 6. Bedding: Use 1 ft thick layer of Type II (CDOT Class A) bedding material. 7. Riprap width (minimum): Width = 2H = 2 (125 ft) = 138 ft (Extend riprap to minimum of culvert height or normal channel depth.) Summary: Use geotextile or minimum riprap gradation. ' Length = 1 ft ^� 4J¢:� s i r foe: c 10re rQ p�c ECr b Depth = Oft Width = 138 ft ' 06-Mar-2000 The Sear -Brown Group UDFCD Riprap Design Project: Sage Creek Designer: MLC Project #: 434-021 A Date: 06-Mar-2000 Location: Pond B West Emergency Overflow Weir ' Box width: 55 ft Tailwater. 0.39 ft (known) Box height: 0.39 ft Max VeL: 5 ft/s (soil dependent) ' Discharge: 40 cfs 1. Required riprap type: Q/WHA1.5 2.99 < 8 --> use design charts ' H = 0.39 ft 0 YUH = 1.00 Q/WHA0.5 1.16 d50 = 0.20 in --> 0 in > Use Use geotextile or minimum riprap gradation. ' 2. Expansion factor: 1 / [2 tan(theta)] = 6.6 3. Riprap length: At = ON = 8 ft2 L = 1/[2tan(theta)]*(At/Yt - W) _ -228 ft ' 4. Governing limits: L> 3H = 1 ft increase length to 1 ft L < 1 OH = 4 ft => -228 ft --> OK ' 5. Maximum depth: Depth = 2d50 = 2 (0 in / 12) = 0 ft ' 6. Bedding: Use 1 ft thick layer of Type II (CDOT Class A) bedding material. ' 7. Riprap width (minimum): Width = 2H = 2 (55 ft) = 61 ft ' (Extend riprap to minimum of culvert height or normal channel depth.) Summary: Use geotextile or minimum nprap gradation. ' Length = 1 ft —� we; - i S One ro1J serf �O�e Depth = 0 ft ;IQ P%c teC JL;0" Width = 61 ft 1 Ili J 1 06-Mar-2000 ' The Sear -Brown Group UDFCD Riprap Design Project. Sage Creek Designer: MLC Project #: 434-021 A Date: 06-Mar-2000 Location: Pond B East Emergency Overflow Weir Box width: 100 ft Tailwater 0.38 ft (known) Box height: 0.38 ft Max Vel.: 5 ft/s (soil dependent) ' Discharge: 70 cfs 1. Required riprap type: ' Q/WHA1.5 2.99 < 8 --> use design charts H = 0.38 ft 0 YUH = 1.00 Q/WHA0.5 1.14 ' d50 = 0.19 in --> 0 in > Use Use geotextile or minimum riprap gradation. ' 2. Expansion factor: 1 / [2 tan(theta)] = 6.6 3. Riprap length: ' At = QN = 14 ft2 L = 1/[2tan(theta)]'(At/Yt - W) _ -417 ft ' 4. Governing limits: L> 3H = 1 ft increase length to 1 ft L<10H= 4 ft =>-417ft-->OK ' 5. Maximum depth: Depth = 2d50 = 2 (0 in / 12) = 0 ft ' 6. Bedding: Use 1 ft thick layer of Type II (CDOT Class A) bedding material. ' 7. Riprap width (minimum): Width = 2H = 2 (100 ft) = 110 ft ' (Extend riprap to minimum of culvert height or normal channel depth.) Summary: Use geotextile or minimum riprap gradation. / Length = 1 ft''wGir ;s i f4e,e_ Depth = Oft P«feceQ�::<<1 Width = 110 ft 06-Mar-2000 .1 1 1 I I 11 I I I I I I I I I APPENDIX G STREET CAPACITY CALCULATIONS I I ,1 1 1 1 I t 0 0 0 10 0)O NN — r O O r N he wr mmm p U m o000 jai ri0r vi0 c m Q a cc O w OM O N N ` m r w m m o p� v — 2 m m 0o — 0o0 — of cior�v m o a Q 0 C. 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ILL_ ny oU_>9Um z ^'^'20 M 0Mli mn3 yU>_9Um O O a U LL 0 V U L O. ;ILL E LL c to n U n � m U m m }yyyy ow o �a N LL�o acnLLymO n�tF am �cn mw0 n't awI c a U q c � 0 O Y H CL U 1p � LL m O Co OU i yae mC U 3 > >C > C-Lw R '3 � O N N _ O N a a c z m w C n UZ m O� O J 0 h I I I O C Q N N N O N y y U � O w . n y u C E U II I m m O m V m O m O N �oCirm Y O m O N O N 6 D N n 6 o n m O O O N N N U m f OGCi Q N N O O O N O O O O m N N N a Q O m o . . ai oio rui VI C N 1 N O m r O (O CO N O OI th O 1� f0 L7 P N N O m I l e m m a N m O V m h O N of ri o n �6 N V N I 1� J I M I A' a O O u U Of c '�Y a m U o LU N N f O a Q U h 3 c N � O E U 1�1 N U m m N d U m d U W C Q J_ G O O N N m 0 (D y LL O O N b O m df O> O F 0 0 4 0 0^ m �^ J 0 0 000N �n mo my W f7 z Q N N O m m O O 4 m Un o a U K O O O N t0 m O m y W O m m n O O O 2 000m voi000 O O O O m n n O m O y ^mooiv m O O n 0 O o 0 o000 Z oN n m ;s Q n V O V Z I r 1 O O O N N N O O O O O O N O O O O O I I 00 V m N f000N N N N O O R R O S R R ( l Ip R Uo rvoo Qoo a,coo y ^nio mob rn m O 0 d u✓ A N O O m V 0 0 10 N NOON R l W o F m U m N O O O O O QiO co y N MO m mm o 0— m 0 0 0 0 1N000 d 0 0 0 7 N N O O N N M. W( w U t0 N000Q000 00 y t700 A o 00 mm 0 N ..00. O O N A tV fV O O N N N O 0 V N � N00000 N I�OO 00 Om W rm o= °o U L' LL L' U nam o o `ZZ° 3 3 m �'6 '� 'o d EIY—E3 �.v—gcu nu O Oa3 pin .�pC dpd O y O E A LL 0-. o == LL d F a m U ac.�— U wn Od m O E m U° ° Y N O L O > D U D O O ° 0 `° c L U a d 3 u 1 iJ L 111 I I. i INc Engineering Consultants CLIENT t ^I n= �cXJ l ' N I1!5- JOB NO. PROJECT CALCULATIONS FORC-�L" —,= Z V--� MADEBY -afl,_OATE "�Z CHECKEDBY_DATE SHEET I OF _Z AL- 'ZL.FiCul1.J U E - —_- ..0� r-ozriGc7l11 �iS�E=S�vv-`Nb+.lL�t_. _-.! 1 'Si3.- No Text 1- ING Engineering Consultants I I CLIENT ( ,JT4 QP 7-77_T Cl/ I JQCC JOBNO. PROJECT CALCULATIONSFOR 6m T{""f- Gl !Y k/ MADE BY _DATE 737 CHECKED BY- DATE SHEET Z OF 7- I I I INC Engineering Consultants CLIENT 4�!J T'y C-,rY t ice. - JOB NO. — PROJECT CALCULATIONSFORhI M-17=Z HQ I MADE BY-EO—DATES CHECKED BY —DATE -7 ZZ Z. 7---,— 'A - — SHEET OF 7' — --7 -777-7 j - - --------- 77 7 (& ---------- -7- -------------- - .... ... ... ... r-.�/L=Ti—-j CD Tt� 7&-L7 —W I A ----- ---- -- - -- ------- - 7 7 ------- 7 1- 1-7 ------- ---- -- - ------- Z S 0 .. -7 1- — ----5s, iNc Engineering Consultants I I A CLIENT("-,.—, *y O;= 17c>IZT "J �, JOB NO. PROJECT CALCULATIONS FOR e�NI )IT= �l MADE BY ^_DATE Z•9L CHECKED BY- DATE SHEET z OF _Z r APPENDIX H EROSION CONTROL AND WATER QUALITY i pi I I so I r The Sear -Brown Group EROSION CONTROL CONSTRUCTION SEQUENCE 34-021A ' . Project: SAGE Calculated By: MKM SEQUENCE FOR 2000 ONLY Indicate by use of a bar line or symbols when erosion control measures will be installed. Major modifications to an approved schedule may require submitting a new schedule for approval by the City Engineer. YEAR 2000 MONTH A S OVERLOT GRADING WIND EROSION CONTROL Soil Roughening Perimeter Barrier Additional Barriers Vegetative Methods Soil Sealant Other RAINFALL EROSION CONTROL STRUCTURAL: _ Sediment Trap/Basin Inlet Filters Straw Barriers Silt Fence Barriers Sand Bags Bare Soil Preparation Contour Furrows Terracing Asphalt/Concrete Paving Other VEGETATIVE: ' Permanent Seed Planting Mulching/Sealant Temporary Seed Planting Sod Installation Nettings/Mats/Blankets Other • STRUCTURES: INSTALLED BY VEGETATION/MULCHING CONTRACTOR DATE SUBMITTED STAP Date: 0 N D J F M A M J J MAINTAINED BY APPROVED BY CITY OF FORT COLLINS I d�d dd �0000a000g adaa--- �O'u ULLL 5«0000.�_�__ ryry cwmcE 6C C C C C _ y�yaIL LLIL IL IL IL C y�y EEEEEEEEEEEEEE�� -EEuEEEE��2R��000aoo &fi"5'fibfi00000f "°xYxEEoiiiim_8gst�888 a955339500"�� EEEEEE u U°�go53duuu2u C 55 `o oo8 `o LL LL LLLL n�+"SoSSSS d...""�ee��e mq `d n q.... ivvii 0000003,HHHH _��g $FS o E E E E E EE`o_`o`o`o_fifirE$$' d`m 'EEEEEEE 222j�''"fi O EE'� �aouEb��£b« Sdmdemoomm J ==. a EF- aaa a'aao----sssFF c _ .2G od `o_o�6 ° a��-`oE ppf pE.�S ,`a_o ��Sooao a n N NNNNNNmmwwm��EmEEE °000000`�oG 2t� mayy o0?➢➢'99S5IDccccEc d rrm fi€ EEdEEHEEE �` s sssos-- dmmmmmme0o'<<oE`�Eo>o >o 050 Q vo�EEEEEfi N ° q d d$$$LLL°fib 'o mmmnmd'n 'S '3'9'S'yS. - s5$aaa0000 b3 T'33'3 ..ryry "m fi55 ti5cccc°°_ -y i g BaaESSSBEEa gfiEEam�E�$$$$$E rri EE,EEEEEg$$$EEE '" EEEEE? 5 _g993999y995999 w d dd_�Bn0000$8'B n 8'8' a - fi»«m�H iiO `nO 1O 1O i0 d10f EEEif c°c°cc°cc m$$$$$ - 22222q yfixfififi��g�RRSS�` L S. -eeeeeees�mms LL saaaoo- 881EEEEEEES�EEEE yEpEEEEEEEEEEEE Sn � aa EEEEEEE9's's9'9 '9 b�S& ----- $ EE mmm mmmm 'd5o53i��EEEEEEE5555----� _ Eddmmmm X>>q>>>>>>>>>> f aS>'i »>d>d» »'>'» fiEmdc"ccc .. �d�d'"'"00000 faaaa aaEf2�i�FEif uuuuu �� qaq �wwwwwww m N`m fid mmmmAnAmnmm.mn mmmmmmmAAmA A n m m . m`m m mm d_dd ------S888SS8$8o8----8.8888800000082$��8�$$�oNammd �ae00000--��.-�-�� «--��-�----�___�_-..m00000000m000 o igoo �8..... ff8...0. .........................................-o--- .- 09 ' oono y cnyEcc� �gyyi �kk�$ a'gp�S-°dfi�YBB`�$X `$`55v�nn 5 pX$ �>pS �OO�pi �p d3Fh Xi(XIXXBNb�N�NN O � p�p� -UUUUUUUUUU b C Xm�$n C1"�m0�� ' ea qd 3 'o § gg c_ 5��5fi Sficct°t°c dT d 19 U'NNU'U' N NNiq Vppl Vl��a+- BB 3' .@oc'�. .E °EEENENE LLLL ryQdL1U > fi ---------__-G0000000EX�rvQX€�i d OOOUN �-CCCCC CC;IyL $�✓innh�✓i��✓i�✓iepeU�,6 ryyg yn ian m`3ryp99ryp 9y nmm�CC N NNE3>�d-300on38E Ts (9 f9 (9 N NUl IyL IyyL IpL pLL IpL yLL " i. A A NN.2 of L"?Cmmwomg mmmm �LOO�ES��°°� 'aa�E'b ByYm, cy� GN eVl Vl V1 V1h N17 noy eee SoeN: �539'9d5999399Ra>� a gaaa 3 Ge��lm ��N U'vl(9 �1�LL�IW WWWWW WII��FUZNNNN°NNNNN °rRNW SSS 191R (g (g (g lg tg��Ji (ii 1iiw� FFFrH m ci dOWNV, 'Nm!pp V mH pO0000NNN+NbNmN mmmm I I I APPENDIX I f TABLES AND FIGURES I I I I [1 I �j I I I No Text I N�- I I I 11 I I Rainfall Intensity -Duration -Frequency Table Figure 3-1 a Duration (minutes) 2-year Intensity in/hr 5-year Intensity in/hr 10-year Intensity in/hr 25-year Intensity in/hr 50-year Intensity in/hr 100-year Intensity in/hr 5.00 2.85 3.97 4.87 6.30 7.90 9.95 10.00 2.21 3.08 3.78 4.89 6.13 7.72 15.00 1.87 2.60 3.19 4.13 5.18 6.52 20.00 1.61 2.23 2.74 3.54 4.44 5.60 25.00 1.43 1.98 2.44 3.15 3.95 4.98 30.00 1.30 1.80 2.21 2.86 3.59 4.52 35.00 1.17 1.63 2.00 2.58 3.24 4.08 40.00 1.07 1.49 1.83 2.37 2.97 3.74 45.00 0.99 1.38 1.69 2.19 2.74 3.46 50.00 0.92 1.29 1.58 2.04 2.56 3.23 55.00 0.87 1.21 1.48 1.92 2.40 3.03 60.00 0.82 1.14 1.40 1.81 2.27 2.86 65.00 0.77 1.07 1.32 1.72 2.16 2.72 70.00 0.73 1.02 1.25 1.64 2.06 2.59 75.00 0.69 0.97 1.19 1.57 1.97 2.48 80.00 0.66 0.92 1.14 1.50 1.89 2.38 85.00 0.63 0.88 1.09 1.44 1.82 2.29 90.00 0.61 0.84 1.05 1.39 1.75 2.21 95.00 0.58 0.81 1.01 1.34 1.69 2.13 100.00 0.56 0.78 0.97 1.30 1.64 2.06 105.00 0.54 0.75 0.94 1.26 1.59 2.00 110.00 0.52 0.73 0.91 1.22 1.54 1.94 115.00 0.51 0.70 0.88 1.19 1.50 1.89 120.00 0.49 0.68 0.86 1.16 1 1.46 1 1.84 I L7 I I I l_ I 11 I L City of Fort Collins Design Storms Figure 3-1b Time (min) 2-year Intensity in/hr 5-year Intensity in/hr 10-year Intensity in/hr 25-year Intensity in/hr 50-year Intensity in/hr 100-year Intensity in/hr 5 0.29 0.40 0.49 0.63 0.79 1.00 10 0.33 0.45 0.56 0.72 0.90 1.14 15 0.38 0.53 0.65 0.84 1.05 1.33 20 0.64 0.89 1.09 1.41 1.77 2.23 25 0.81 1.13 1.39 1.80 2.25 2.84 30 1.57 2.19 2.69 3.48 4.36 5.49 35 2.85 3.97 4.87 6.30 7.90 9.95 40 1.18 1.64 2.02 2.61 3.27 4.12 45 .0.71 0.99 1.21 1.57 1.97 2.48 50 0.42 0.58 0.71 0.92 1.16 1.46 55 0.35 0.49 0.60 0.77 0.97 1.22 60 0.30 0.42 0.52 0.67 0.84 1.06 65 0.20 0.28 0.39 0.62 0.79 1.00 70 0.19 0.27 0.37 0.59 0.75 0.95 75 0.18 0.25 0.35 1 0.56 0.72 0.91 80 0.17 0.24 0.34 0.54 0.69 0.87 85 0.17 0.23 0.32 0.52 0.66 0.84 90 0.16 0.22 0.31 0.50 0.64 0.81 95 0.15 0.21 0.30 0.48 0.62 0.78 100 0.15 0.20 0.29 0.47 0.60 0.75 105 0.14 0.19 0.28 0.45 0.58 0.73 110 115 0.14 0.13 0.19 0.18 0.27 0.26 0.44 0.42 0.56 0.54 0.71 1 0.69 120 0.13 0.18 0.25 0.41 0.53 0.67 I DRAINAGE CRITERIA MANUAL RIPRAP IN O v z 0 (A z ao- x w 0 = Expansion Angle TAILWATER DEPTH/CONDUIT tttlun 1, o f - FIGURE 5-9. EXPANSION FACTOR FOR CIRCULAR CONDUITS 11-15-82 URBAN DRAINAGE 8 FLOOD CONTROL DISTRICT APPENDIX K I DRAINAGE AND EROSION CONTROL PLAN DRAWING I I F I I] I I I I I 1 1, 0 ER^-� 'd e G __6•. :; - ;,,