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HomeMy WebLinkAboutDrainage Reports - 05/05/1994%INC. Engineering Consultants HYDRAULIC CALCULATIONS FOR STONE RIDGE PUD OVERALL SITE DETENTION POND April 29, 1994 Prepared for: The Kaplan Company 1060 Sailor's Reef ' Ft. Collins, Colorado 80525 Prepared by: RBD, Inc. Engineering Consultants . '209 S. Meldrum _ Fort Collins, Colorado 80521 (303) 484-5922 - RBD Job No. 503-004 I INC. Engineering Consultants 209 S. Meldrum Fort Collins, Colorado 80521 303/482-5922 FAX: 303/482-6368 April 29, 1994 Mr. Glen Schlueter City of Fort Collins Utility Services Stormwater 235 Mathews Fort Collins, CO 80522 RE: Hydraulic analysis for the Stone Ridge PUD Overall Detention Pond Dear Glen: We are pleased to submit to you, for your review and approval, this hydraulic study for the final design of the Stone Ridge PUD overall detention pond. All computations within this report have been completed in compliance with the City of Fort Collins Storm Drainage Design Criteria. Thank you for your time and consideration in reviewing this submittal. Please call if you have any questions. Respectfully, RBD Inc. EngineeringConsultants Andrea H. Faucett P.E. J)Y , SO a IV Kevin W. Gingery ° Other Office: Denver 303/458-5526 TABLE OF CONTENTS PAGE I. GENERAL LOCATION AND DESCRIPTION A. LOCATION 1 B. DESCRIPTION OF PROPERTY 1 II. DRAINAGE BASINS AND SUB -BASINS A. MAJOR BASIN DESCRIPTION 1 B. SUB -BASIN DESCRIPTION 2 III. DRAINAGE DESIGN CRITERIA A. REGULATIONS 2 B. DEVELOPMENT CRITERIA REFERENCE 2 AND CONSTRAINTS C. HYDROLOGICAL CRITERIA 3 D. HYDRAULIC CRITERIA 3 E. VARIANCES FROM CRITERIA 3 IV. DRAINAGE FACILITY DESIGN A. GENERAL CONCEPT 3 B. SPECIFIC DETAILS 4 VI. EROSION CONTROL A. GENERAL CONCEPT 7 VII. CONCLUSIONS A. COMPLIANCE WITH STANDARDS 8 B. DRAINAGE CONCEPT 8 REFERENCES 8 APPENDIX VICINITY MAP 10 REFERENCE MATERIALS FROM FOX MEADOWS DEV. 12 POND VOLUME CALCULATIONS 15 POND RATING CURVE 18 100 YR SWMM MODEL 22 100 YR SWMM MODEL W/OUTLET PLUGGED 63 2 YR SWMM MODEL 103 INPUT FOR WATER BALANCE MODEL 140 WATER BALANCE MODEL 150 ' HYDRAULIC CALCULATIONS FOR ' STONE RIDGE PUD OVERALL SITE DETENTION POND ' I. GENERAL LOCATION AND DESCRIPTION ' A. Location The Stone Ridge PUD overall site detention pond is located in the North East ' corner of the Stone Ridge subdivision immediately West of County Road 9, and North of Horsetooth Road. The site is shown on the Vicinity Map in the Appendix. More specifically, the site is situated in the South 1/2 of the Southeast ' 1/4 of Section 29, Township 7 North, Range 68 West of the Sixth P.M., City of Fort Collins, Larimer County, Colorado. B. Description of Property The overall Stone Ridge site includes 91.5 acres. At present there is an existing pond in the same location as the proposed overall pond. The proposed pond will be more than just a wet pond however, due to the fact that it will have many environmental controls to try and form a more ecologically balanced system. ' Some of these controls include two forebay areas where pollutants and debris can be settled out before entering the wet pond. The. pond will ultimately contain fish. In addition, this pond will be used to supplement the irrigation of common greenbelt areas within the Stone Ridge Subdivision. 1 II. DRAINAGE BASINS AND SUB -BASINS A. Major Basin Description The site is located in the Foothills Basin. The drainage area is specifically described in the report entitled Foothills Basin (Basin G) Drainage Master Plan prepared by Resource Consultants, Inc. in February of 1981. Off -site drainage is effectively controlled as follows: To the North and West of the Stone Ridge property minor and major storm flows are diverted away; from the Stone Ridge property by new developments. To the south, storm drainage flows are effectively carried easterly by the Horsetooth ' Road drainage system. 1 1 B. Sub -Basin Description A 36-inch storm sewer system was recently constructed immediately north and adjacent to the Stone Ridge development. The 36-inch storm sewer system will serve the Pinecone P.U.D. project as it develops. Also as the Pinecone P.U.D. site develops, off -site flows from west of the Stone Ridge site are planned to be rerouted northerly and easterly along the northern property line of the Stone Ridge project. The project site is relatively flat with slopes generally less than 0.5 percent. Historic drainage. patterns generally flow from Southwest to Northeast. The present undeveloped land use is agricultural, with two filings of the. ultimate subdivision under construction. There is an existing pond with a surface area of approximately 1 and 1/2 acres located at the northeast corner of the property. The outlet for the;proposed pond discharges into the Fossil Creek Reservoir Inlet Ditch which then ;conveys the water to the Fossil Creek Reservoir. M. DRAINAGE DESIGN CRITERIA A. Regulations The City of FortCollins Drainage Design Criteria is being used for the subject site. B. Development Criteria Reference and Constraints The Foothills Basin (Basin G) Drainage Master Plan criteria and constraints for Reach 2 are being utilized in this report. From the Foothills Basin Hydrology plan, a detention facility is required for basin 63. Basin 63 was master planned to drain directly into a detention facility at the northeast corner of the site. Basin 63 is the Stone Ridge site. ' Per the Foothills Basin (Basin G) Drainage Master . Plan criteria, the on -site detention pond will need to provide approximately the storage and release rate as noted in Table 6 of the Master Plan report. The detention requirements in Table ' 6 provide for release rates greater than the existing 2-year runoff. In addition, from the Final Design Report for The Fossil Creek Reservoir Inlet Ditch Storm Water Overflow by Donohue and Associates, Inc., the downstream existing ' improvements were designed based on the runoff flows conforming with the Foothills Basin (Basin G) Drainage Master Plan. The City of Fort Collins Stormwater Utility has indicated that these 100 year base flows from the Foothills ' Basin cannot be exceeded, as the downstream improvements have been constructed to handle these maximum flows. The Fossil Creek Reservoir Inlet Ditch has been improved to receive storm water runoff from the Stone Ridge site at a maximum outflow rate of 33 cfs. Per the Foothills Basin Master Plan, the permanent storm water detention pond . could be designed to release at a maximum discharge rate of 33 cfs during the 100 year storm event. The permanent storm water detention pond is planned in the location of the existing pond at the northeast corner of the site. C. hydrological Criteria The U.S. Environmental Protection Agency (USEPA) Storm Water Management Model (SWMM), as updated by the Urban Drainage & Flood Control District, was used for drainage flow routing in the Master Plan. A copy of the recently updated SWMM Model for the Pinecone P.U.D. development was obtained from the City of Fort Collins and used to analyze future anticipated fully developed flows through the Stone Ridge project. The original SWMM Model has not been updated by the City to reflect improvements constructed upstream of Timberline Road since the preparation of the Master Plan. Therefore, we have used the original model, as updated for the adjacent Pinecone P.U.D. development, and not considered any improvements off -site west of Timberline Road which were constructed since preparation of the original Master Plan in 1981. D. Hydraulic Criteria All calculations within this report have been prepared in accordance with the City of Fort Collins Drainage Criteria. E. Variances from Criteria No variances are being sought for the subject site. IV. DRAINAGE FACILITY DESIGN A. General Concept The Stone Ridge site is planned as a single family residential housing development, which will ultimately have 190 lots. The overall site detention pond is providing detention for the development, irrigation water for the open spaces, and an attractive amenity for the residents to view and enjoy. 3 ' B. Specific Details Detention Pond . Based on the Overall Drainage Study for the Stone Ridge PUD it was known that ' the overall site detention pond could release no more than 33 cfs. In addition, this pond was to provide irrigation water for the overall site which meant a large portion of the volume could not be used for detention. Based on a report by Resource Consultants titled Groundwater Investigation at Stone Ridge Detention Pond, some of their recommendations were incorporated into the design of the overall detention pond. Those recommendations included in the overall detention pond design are: ' 1. Over excavating all permeable soil layers encountered below the maximum pool elevation to a.depth of three feet and replacing with compacted clay. The upper lean clay soils found on the site can be used for this purpose. ' 2. Permeable soil material encountered during excavation will be salvaged and stored for later use as a granular drainage layer. This drainage layer will be placed in an 8-inch thick layer along the southern and western ' perimeter of the pond. This layer will extend from the elevation 4883.00 to an elevation high enough to cover any exposed permeable subsoils above the shoreline. ' 3. The granular drainage layer will be topsoiled and vegetated to prevent rill and shoreline erosion. A geotextile filter fabric will be incorporated ' between the topsoil and the drainage material. ' 4. Two small.shallow forebay areas will be constructed at the ultimate inflow points to the pond. Wetland vegetation will be planted in these areas. ' S. The inflow points to the forebay areas will be rip -rapped in the future as development warrants to prevent erosion of the forebay areas. The Stone Ridge Third Filing Final Design is in process at the time of this report. Along with the Third Filing Final Design, the ultimate riprap rundown into the northwest corner of the detention pond will be designed and included for construction with the Third Filing Utility Plans. This riprap ' rundown will serve the Stone Ridge 1st, 2nd, 3rd, and 4th Filing. At the time of development of the Stone Ridge 5th Filing, the riprap rundown into the southeast corner of the detention pond will be design and included ' in the Utility Plans associated with the Fifth Filing. 1 4 L_ 1 H H 6. Approximately 20 to 30 percent of the open water area of the pond will have a depth greater than 8 feet at minimum pool elevation. At least 75 percent of the pond will have depths of 3 - 6 feet, and at least 50 percent of the pond will meet a 3 foot minimum depth requirement at minimum pool elevation. 7. Three submerged rock cairns and 2 submerged logs will be provided for habitat variety for future fish. 8. Informative signs will be placed, in the future, next to the pond, to inform the residents of the tributarywatershed water quality issues. The invert of the outlet pipe is set at 4879.50, and the invert of the overflow spillway is at 4889.50 which falls within the State of Colorado 10 foot maximum height, in order to avoid review by the State Engineers Office. The maximum release rate from the detention pond is 26 cfs which is under the required 33 cfs. This difference is due to the restrictions placed on the design by the existing downstream hydraulics. The outlet pipe from the detention pond will tie into an existing 18" RCP from the Fox Meadows Development (see reference material in Appendix).There is an existing 8" cmp pipe which presently ties into the 18" pipe, which will need to be removed. Because the hydraulics of the downstream system were missing from the project files during our research at the City of Fort Collins Engineering and Stormwater Departments, a conservative assumption was made that the downstream water surface elevation was at the top of the existing 18" pipe. This assumption forced our maximum release rate to only reach 26 cfs instead of the desired 33 cfs. The outlet box has been provided with a 15" x 15" slide gate which will enable the pond to be drained as needed. At the northwest comer of the Detention Pond, an existing underdrain enters the site and the outflow passes through an existing measuring weir. Due to the limits of pond grading required in this area, the measuring weir will need to be relocated out of the pond improvement area. Based on the report by Empire Labs titled Stone Ridge P.U.D. Detention Pond Larimer County Road 9 the existing pond embankment is stable. According to Empire Labs report, tests were run on selected undisturbed and composite samples in the test borings to determine the physical properties of the embankment and foundation materials at the existing dam. A factor of safety of the upstream 3:1 slope was determined to be 8.6, and the factor of safety of the downstream 2:1 slope was found to be 3.5. Based on their analyses, it was determined that the existing dam embankment is stable, and modifications to the structure to further stabilize the dam were not required. 5 I 11 7 L 11 LJ u �J SWMM Modeling In order to analyze the ultimate permanent detention pond, the Urban Drainage and Flood Control District's SWMM computer model was required to be used by the City of Fort Collins Stormwater Utility. The hydrology for this study was updated from the SWMM Model developed for the Overall Drainage Study for Stone Ridge PUD, dated July 15, 1992 by RBD Engineers, and the Overall Lot Plan for the Stone Ridge PUD development. The SWMM model was updated to reflect the revised storage and release rates for the overall site detention pond, the basin percent impervious at ultimate buildout, and the basin tributary width. Through extensive coordination with the City of Fort Collins Stormwater Utility, the City has requested that the physical meaning be used for the tributary width parameter in the SWMM Model. This parameter is currently under review by the City. By using the physical meaning value of the tributary width parameter instead of using it as a calibration parameter, the Stone Ridge detention pond has been sized conservatively. Water Balance Model Due to the fact that the pond requires a certain amount of depth to help prevent algae growth, the pond level should not be allowed to go below 4883.00. A Water Balance Model was done in order to determine approximately how much additional inflow will be needed to maintain the water surface between elevation 4883.00 and 4885.00. This model is not a dynamic model due to the problems in predicting such things as exactly when rainfall will occur, the variations in the temperature which will cause the evaporation to fluctuate, and just when the underdrain will be flowing. The Water Balance Model also assumes that the average monthly precipitation falls in a single event (monthly event) and therefore counts abstractions such as infiltration, surface retention, etc. once. This method does not account for storm frequency and type do to the level of the design intent of this analysis. In affect, the Water Balance Model adds together the total approximate inflow to the pond and subtracts out the total approximate outflow from the pond during a one month period. Based on this methodology, the approximate amount of additional inflow to the pond from an outside source has been estimated. This amount is based on maintaining the pond level at or near elevation 4885.00. The following table gives the approximate amount of additional irrigation water required and which months it is anticipated to be required, in acre-ft, to maintain the pond surface at 4885.00. Weather patterns change from day to day, month to month, and year to year. Therefore the added inflow amounts below will vary from month to month and year to year. 0 ' ADDITIONAL IRRIGATION SOURCE REQUIREMENTS. ' MONTH ADDED INFLOW (ACRE-FEET) ' June 1.35 July 7.26 August 5.57 Sept. 0.58 The design of the irrigation facility and the additional source of irrigation water, ' other than the detention pond, are outside the scope of this project and will be done by others at a later date. The detention pond will ultimately need the following features: 1) Irrigation pumping station 2) Float control mechanism with additional irrigation water inflow ' source such that the pond is prevented from dropping below elevation 4883.00. Once the pond begins to drop below elevation 4883.00, the additional irrigation water inflow source kicks in to provide necessary water to maintain elevation 4883.00 in the detention pond. ' V. EROSION CONTROL A. General Concept ' All disturbed areas will be revegetated in accordance with the seeding specifications shown on the overall site grading plan. In addition, an erosion ' bale check dam will need to be constructed along the entire Southern perimeter of the proposed detention pond in order to keep incoming runoff from eroding the ' pond sides, until the new grass has been established. After the overlot grading has been completed, all disturbed areas, shall have a ' vegetation seed applied per the specification on the construction drawings. After seeding, a hay or straw mulch shall be applied over the seed at a rate of 2 tons/acre (min.). The mulch shall be adequately anchored, tacked, or crimped ' into the soil per the methods shown on the construction drawings. Erosion bale check dams shall be installed immediately after the improvements they protect have been constructed. 1 7 ' VI. CONCLUSIONS A. Compliance with Standards All computations completed within this report are in compliance with the City of Fort Collins Storm Drainage Design Criteria Manual. B. Drainage Concept The proposed overall site detention pond meets all of the City of Fort Collins' Criteria and is in conformance with the Foothills Basin Master Planning Concepts accepted by the City of Fort Collins. The proposed facility will be unique in that it will be providing water quality functions, irrigation water functions, and detention functions for the overall Stone Ridge Development. REFERENCES ' 1. Storm Drainage Design Criteria and Construction Standards by the City of Fort Collins, Colorado May 1984, revised March 1991. ' 2. Overall Drainage Study for Stone Ridge P.U.D. by R.B.D. Engineers, Inc. , July 15 1992. ' 3. Erosion Control Reference Manual for Construction Sites by the City of Fort Collins, Colorado, January 1991.. ' 4. Foothills Basin (Basin G) Drainage Master Plan, Fort Collins, Colorado, by Resource Consultants Inc., February 1981. 5. Final Design Report for the Fossil Creek Reservoir Inlet Ditch Storm Water Overflow, City of Fort Collins Storm Water. Utility; by Donohue & Associates, Inc., February ' 1988. 6. Geotechnical Engineering Report titled Stone Ridge P.U.D. Detention Pond Larimer ' County Road 9 by Empire Laboratories, Inc., November 23, 1993. 7. Groundwater Investigation at Stone Ridge Detention Pond, by Resource Consultants, ' December 9, 1993. 1 ' 8 1 1 1 1 1 1 1 APPENDIX VICINITY MAP 1 1 1 1 \_r- Ic yc^ a DRAKE RD. OG d s w ^ OVERALL DETENTION POND HORSETOOTH RD. Q a 00 STONERIDGE P.U.D. 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Stone Ri PAT H de O V I L L A G E LEll CaTN i DRAINAGE .CRITERIA MANUAL RUNOFF 25 1 1 1 1 50 40 35,5% w 30 cc a O 20 W a 10 TEST AREA LOCATIONS O O, ARAPAHOE COUNTY ❑ LITTLEION 0000, O LOW DENSITY MEDIUM DENSITY A 2 I 3 4 5 HOUSING DENSITY - UNITS PER ACRE FIGURE 2-1. RESIDENTIAL HOUSING DENSITY VS. IMPERVIOUS AREA 91.5 Acre.S 225 DLl'S TOTNC 91,5 - 2.y� DuS�,gcRE /�!5 r'ecommfngdrj -cv e"' use by +tie UDIF=CD Fier Urbonas on /Harr!, Z.3 / 194y a+ m •nee+)# 5 1-84 ' URBAN DRAINAGE & FLOOD CONTROL DISTRICT aDNC Engineering Consultants CLIENT K0.p2lavl JOB NO. -203 -00'/ PROJECT SiDnek-,ol A f —CALCULATIONS FOR POIJ, 5W1W4fM6A1 MADE BY KU)(- DATEq-*Zq-? CHECKED BY DATE —SHEET ?--$ OF s wlnm egzq m 7 .... ...... 7, 77 j J.111 LA i T 9 f....... .. 111. On dV 5t w L iq ... . ... ... .. T� -7 j_ "WIL 7' 7 4, v _7 —Ce&e L147- L _/ppJ7 4 T --- 17- T_; .4 7—r L _19i .... L ------- 7" d. 4­ 7 110" 1 J -A Ir .......... ....... . --- -- ----- .. .......... .. ------ - - - - - - - J L L --- 4 . I - - - - - - - - - - - - - r ---- ----- - ----- ---- -4 --------- ---- --- Z6 ENVIRONMENTAL PROTECTION AGENCY - STORM WATER MANAGEMENT MODEL - VERSION PC.1 ' DEVELOPED BY METCALF + EDDY, INC. UNIVERSITY OF FLORIDA WATER RESOURCES ENGINEEERS, INC. (SEPTEMBER 1970) UPDATED BY [TAPE OR DISK ASSIGNMENTS 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) loo Ylk STok&x JIN(1) JIN(2) JIN(3) JIN(4) JIN(5) JIN(6) JIN(7) JIN(8) JIN(9) JIN(10) 2 1 0 0 0 0 0 0 0 0 JOUT(1) JOUT(2) JOUT(3) JOUT(4) JOUT(5) JOUT(6) JOUT(7) JOUT(8) JOUT(9) JOUT0 0) ' 1 2 NSCRAT(1) 0 0 NSCRAT(2) 0 0 NSCRAT(3) 0 0 NSCRAT(4) 0 0 NSCRAT(5) 3 4 0 0 0 ' WATERSHED PROGRAM CALLED *** ENTRY MADE TO RUNOFF MODEL *** ,BASIN G FOOTHILLS BASIN 100 YR FULLY DEVELOPED ALTERNATIVE 3 TAFT HILL RD TO FOSSIL CREEK RESERVOIR INLET DITCH (4-25-94)file no.h100fthl.dat NUMBER OF TIME STEPS 72 OINTEGRATION TIME INTERVAL (MINUTES) 5.00 1 1.0 PERCENT OF IMPERVIOUS AREA HAS ZERO DETENTION DEPTH FOR 24 RAINFALL STEPS, THE TIME INTERVAL IS 5.00 MINUTES OFOR RAINGAGE NUMBER 1 RAINFALL HISTORY IN INCHES PER HOUR ' 60 .96 1.44 1.68 3.00 5.04 9.00 3.72 1.20 .84 .60 .48 .36 .36 .24 .24 .24 .24 .12 .12 1 'BASIN G FOOTHILLS BASIN 100 YR FULLY DEVELOPED ALTERNATIVE 3 TAFT HILL RD TO FOSSIL CREEK RESERVOIR INLET DITCH (4-25-94)file no.h100fthl.dat 2.16 1.56 .24 .24 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 0 0. .0 .0 .0300 .016 .250 .100 .300 .51 - .50 .00180 '2 1 1 5400. 69.2 40.0 .0070 .016 .250 .100 .300 .51 .50 .00180 1 2% ' 2 4 2100. 46.9 40.0 .0080 .016 .250 .100 .300 .51 .50 .00180 4 105 1650. 66.6 40.0 .0090 .016 .250 .100 .300 .51 .50 .00180 103 2100. 37.0 40.0 .0040 .016 .250 .100 .300 .51 .50 .00180 '5 6 8 1800. 40.5 39.0 .0070 .016 .250 .100 .300 .51 .50 .00180 7 202 300. 9.7 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 8 11 2800. 25.0 40.0 .0050 .016 .250 .100 .300 .51 .50 .00180 9 13 700, 4.8 23.0 .0100 .016 .250 .100 .300 .51 .50 .00180 10 14 3000. 68.4 38.0 .0110 .016 .250 .100 .300 .51 .50 .00180 '. 11 16 1800. 50.5 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 12 18 4000. 64.9 28.0 .0030 .016 .250 .100 .300 .51 .50 .00180 13 120 500. 7.4 10.0 .0120 .016 .250 .100 .300 .51 .50 .00180 14 21 1100. 5.9 40.0 .0130 .016 .250 .100 .300 .51 .50 .00180 15 120 1000. 2.2 .0 .0400 .016 .250 .100 .300 .51 .50 .00180 16 98 850. 7.2 90.0 .0200 .016 .250 .100 .300 .51 .50 .00180 17 24 800. 3.1 80.0 .0150 .016 .250 .100 .300 .51 .50 .00180 18 25 1200. 24.1 80.0 .0050 .016 .250 .100 .300 .51 .50 .00180 19 205 980. 13.4 90.0 .0080 .016 .250 .100 .300 .51 .50 .00180 20 27 1200. 23.0 90.0 .0350 .016 .250 .100 .300 .51 .50 .00180 120 206 2000. 19.0 40.0 .0350 .016 .250 .100 .300 .51 .50 .00180 21 28 300. 4.8 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 121 204 500. 10.1 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 22 29 1400. 25.7 76.0 .0090 .016 .250 .100 .300 .51 .50 .00180 23 31 4600. 40.1 40.0 .0050 .016 .250 .100 .300 .51 .50 .00180 24 33 3600. 47.9 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 25 34 4500. 72.0 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 35 1700. 35.3 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 '26 27 36 1100. 11.6 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 28 37 700. 4.8 50.0 .0400 .016 .250 .100 .300 .51 .50 .00180 29 43 4200. 64.5 40.0 .0090 .016 .250 .100 .300 .51 .50 .00180 '30 31 40 38 2800. 4600. 64.6 57.7 21.0 40.0 .0100 .0050 .016 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 .00180 32 42 1400. 26.9 27.0 .0680 .016 .250 .100 .300 .51 .50 .00180 33 48 500. 3.7 90.0 .0070 .016 .250 .100 .300 .51 .50 .00180 34 45 800. 16.9 80.0 .0200 .016 .250 .100 .300 .51 .50 .00180 47 1200. 18.0 10.0 .0150 .016 .250 .100 .300 .51 .50 .00180 '35 36 45 2000. 27.9 90.0 .0300 .016 .250 .100 .300 .51 .50 .00180 37 50 23000. 269.0 76.0 .0300 .016 .250 .100 .300 .51 .50 .00180 38 51 4400. 34.2 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 '39 40 53 55 1000. 7300. 32.1 202.3 3.0 40.0 .0100 .0070 .016 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 .00180 41 72 700. 5.8 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 42 172 1000. 14.0 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 142 173 1200. 35.5 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 74 600. 26.5 7.0 .0100 .016 .250 .100 .300 .51 .50 .00180 '43 44 58 4600. 50.2 40.0 .0050 .016 .250 .100 .300 .51 .50 .00180 45 62 6600. 151.8 53.0 .0080 .016 .250 .100 .300 .51 .50 .00180 46 60 2400. 30.2 40.0 .0070 .016 .250 .100 .300 .51 .50 .00180 63 2000. 91.4 40.0 .00110 .016 .250 .100 .300 '47 48 65 2000. 74.1 40.0 .0060 .016 .250 .100 .300 .51 .51 .50 .50 .00180 .00180 49 67 3200. 42.2 40.0 .01,00 .016 .250 .100 .300 .51 .50 .00180 50 57 500. 7.3 65.0 .0220 .016 .250 .100 .300 .51 .50 .00180 150 157 2400. 30.1 65.0 .0080 .016 .250 .100 .300 .51 .50 .00180 70 2600. 69.7 40.0 .0070 .016 .250 .100 .300 .5.1 .50 .00180 '51 52 76 600. 16.9 70.0 .0050 .016 .250 .100 .300 .51 .50 .00180 53 75 600. 12.3 70.0 .0050 .016 .250 .100 .300 .51 .50 .00180 54 81 1800. 52.7 60.0 .0030 .016 .250 .100 .300 .51 .50 .00180 '55 56 208 209 1300, 1300. 56.5 36.1 40.0 40.0 .0060 .0030 .016 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 .00180 57 85 6500. 166.2 40.0 .0200 .016 .250 .100 .300 .51 .50 .00180 58 212 2650. 80.9 40.0 .0040 .016 .250 .100 .300 .51 .50 .00180 59 211 300. 12.7 45.0 .0060 .016 .250 .100 .300 .51 .50 .00180 78 850. 28.7 59.0 .0050 .016 .250 .100 .300 .51 .50 .00180 '60 61 210 500. 15.1 64.0 .0090 .016 .250 .100 .300 .51 .50 .00180 62 213 2300. 108.9 41.0 .0090 .016 .250 .100 .300 .51 .50 .00180 63 193 9964. 91.5 35.5 .0050 .016 .250 .100 .300 .51 .50 .00180 64 214 1100, 68.9 40.0 .0040 .016 .250 .100 .300 .51 .50 65 88 2700. 38.8 16.0 .0130 .016 .250 .100 .300 .51 .50 .00180 .00180 66 94 5800. 84.6 19.0 .0200 .016 .250 .100 .300 .51 .50 .00180 67 86 1500. 28.3 40.0 .0360 .016 .250 .100 .300 .51 .50 .00180 68 87 1800. 60.0 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 95 1300. 46.0 40.0 .0300 .016 .250 .100 .300 .51 .50 .00180 ,69 TOTAL NUMBER OF SUBCATCHMENTS, 72 11 g i 'OTOTAL TRIBUTARY AREA (ACRES), 3292.80 I 1 BASIN G FOOTHILLS BASIN 100 YR FULLY DEVELOPED; ALTERNATIVE 3 TAFT HILL RD TO FOSSIL CREEK RESERVOIR INLET DITCH (4-25-94)file no.h100fthl.dat I ' HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 1 SUBCATCHMENTS AVERAGE VALUES WITHIN TIME INTERVALS 'TIME(HR/M]N) 63 0 S. 0. 0 10. 0. ' 0 15. 13. 0 20. 38. 0 25. 69. 0 30. 136. '0 35. 282. 0 40. 297.-If PEAK IUFLOUJ 297: 91,5 gores = 3; 2_5 cfs/acK '0 45, 196, Patak 100 V'R. RUn*F 0 50. 162. 0 55. 138. ' 1 0. 117. 1 5. 98. ' 1 10. 82. 1 15. 69. 1 20. 59. 1 25. 52. 1 30. 45, 1 35. 40. 1 40. 36. ' 1 45. 33. 1 50. 31. -' 1 55. 28. 2 0. 24. 2 5. 21. ' 2 10. 18. 2 15, 16. 2 20. 14. 2 25. 13. ' 2 30. 12. 1 2 2 35. 40. 10. 10. 2 '2 45. 50. 9. 8. 2 3 3 55. 0. 5. 7. 7, 6. 3 ' 3 10. 15. 6. 5. 3 ' 3 20. 25. 5. S. 3 3 30. 35. 4. 4. 3 '3 3 40. 45. 50. 4. 4. 3. 3 ' 4 55. 0. 3. 3. 4 ' 4 5. 10. 3. 3. 4 4 15. 20. 2. 2. 4 25. 30. 2. 2, '4 4 4 ' 4 35. 40. 45. 2. 2. 2. 4 ' 4 50. 55. 1. 1. 5 S 0. 5. 1. 1. ' 5 5 10. 15. 1. 1. ' 5 5 ' 5 20. 25. 30. 1. 1. 1. '60 5 35. 1. ' 5 40. 1. 5 45. 1. '5 50. 1. 5 55. 1. ' 6 0, 1. 1 BASIN G FOOTHILLS BASIN 100 YR FULLY DEVELOPED ALTERNATIVE 3 TAFT HILL RD TO FOSSIL CREEK RESERVOIR INLET DITCH (4-25-94)file no.h100fthl.dat *** CONTINUITY CHECK FOR SUBCATCHMEMT ROUTING IN UDSWM2-PC MODEL *** WATERSHED AREA (ACRES) 3292.800 ' TOTAL RAINFALL (INCHES) 2.890 TOTAL INFILTRATION (INCHES) .480 TOTAL WATERSHED OUTFLOW (INCHES) 2.104 TOTAL SURFACE STORAGE AT END OF STROM (INCHES) .305 ERROR IN CONTINUITY, PERCENTAGE OF RAINFALL .001 BASIN G FOOTHILLS BASIN 100 YR FULLY DEVELOPED ALTERNATIVE 3 ' TAFT HILL RD TO FOSSIL CREEK RESERVOIR INLET DITCH (4-25-94)file no.h100fthL.dat WIDTH INVERT GUTTER GUTTER NDP NP OR DIAM LENGTH SLOPE NUMBER CONNECTION (FT) (FT) (FT/FT) 1 102 0 1 CHANNEL 2.0 2700. .0100 5 0 2 PIPE 2.0 1600. .0090 '102 4 102 0 1 CHANNEL 2.0 2100. .0040 105 6 0 2 PIPE 1.5 100. .0100 5 6 0 5 PIPE 2.0 1650. .0020 OVERFLOW 1.0 1650. .0020 ' 103 201 0 1 CHANNEL 2.0 2400. .0090 201 6 0 2 PIPE 1.5 1000. .0100 6 7 0 5 PIPE 2.5 600. .0030 OVERFLOW 2.0 600. .0030 7 10 0 1 CHANNEL 4.0 1400. .0080 8 9 0 1 CHANNEL 4.0 1000. .0070 9 10 10 2 PIPE 1.5 80. .0100 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .3 .0 .9 1.0 1.6 4.1 5.0 5.1 6.0 6.2 7.0 7.4 202 10 0 2 PIPE 1.0 100. .0100 10 116 0 1 CHANNEL 6.0 1500. .0080 11 12 0 1 CHANNEL 2.0 1300. .0100 12 116 6 2 PIPE 1.8 340. .0038 ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .3 .0 .7 .0 1.2 116 120 0 2 PIPE 4.0 1200. .0080 13 16 0 1 CHANNEL 2.0 500. .0070 14 15 0 1 CHANNEL 2.0 1400. .0070 SIDE SLOPES OVERBANK/SURCHARGE HORIZ TO VERT MANNING DEPTH JK L R N (FT) 30.0 30.0 .016 100.00 0 .0 .0 .013 2.00 0 30.0 30.0 .016 100.00 0 .0 .0 .013 1.50 0 .0 .0 .013 2.00 0 30.0 30.0 .016 100.00 30.0 30.0 .016 100.00 0 .0 .0 .013 1.50 0 .0 .0 .013 2.50 0 30.0 30.0 .016 100.00 3.0 3.0 .040 100.00 0 30.0 30.0 .016 100.00 0 .0 .0 .013 1.50 0 2.0 2.4 3.0 3.2 4.0 52.0 .0 .0 .013 1.00 0 3.0 3.0 .040 100.00 0 30.0 30.0 .016 100.00 0 .0 .0 .013 1.80 0 .0 1.7 .0 2.3 .0 .0 .0 .013 4.00 0 30.0 30.0 .016 100.00 0 30.0 30.0 .016 100.00 0 ' 3I 15 116 6 2 PIPE 1.3 52. .0250 .0 .0 .013 1.30 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 1.3 .0 3.4 .0 5.6 .0 8.0 .0 9.3 .0 16 203 0 1 CHANNEL 2.0 2000. .0040 30.0 30.0 .016 100.00 0 203 120 0 2 PIPE 1.5 100. .0100 .0 .0 .013 1.50 0 18 19 0 1 CHANNEL 2.0 1500. .0120 30.0 30.0 .016 100.00 0 19 120 6 2 PIPE 1.5 60. .0100 .0 .0 .013 1.50 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW ' .0 .0 1.7 .0 2.8 .0 4.2 .0 5.7 1.0 7.8 2.0 120 29 0 2 PIPE 4.0 400. .0100 .0 .0 .013 4.00 0 21 120 0 1 CHANNEL 2.0 1100. .0030 30.0 30.0 .023 1.00 0 98 34 0 1 CHANNEL 1.0 600. .0150 30.0 30.0 .023 1.00 0 25 0 1 CHANNEL 10.0 800. .0004 3.0 3.0 .030 100.00 0 '24 25 26 0 1 CHANNEL 10.0 1200. .0004 3.0 3.0 .030 100.00 0 26 27 0 1 CHANNEL 10.0 400. .0004 3.0 3.0 .030 100.00 0 27 50 0 1 CHANNEL 10.0 3200. .0004 3.0 3.0 .030 100.00 0 205 206 26 50 0 0 2 2 PIPE PIPE 1.0 2.0 100. 100. .0020 .0100 .0 .0 .0 .0 .013 .013 1.00 2.00 0 0 204 34 0 5 PIPE 1.5 1200. .0040 .0 .0 .013 1.50 0 OVERFLOW 1.0 1200. .0040 30.0 30.0 .016 100.00 28 30 0 1 CHANNEL 2.0 800. .0020 30.0 30.0 .016 100.00 0 29 34 0 5 PIPE 3.5 800. .0050 .0 .0 .013 3.50 0 ' OVERFLOW 10.0 800. .0050 25.0 25.0 .016 100.00 30 32 0 2 PIPE 2.0 2200. .0120 .0 .0 .016 2.00 0 31 32 0 1 CHANNEL 2.0 2400. .0090 30.0 30.0 .016 100.00 0 32 33 40 40 0 0 2 1 PIPE CHANNEL 2.0 2.0 1650- 2600. 0060 .0100 -0 30.0 .0 30.0 .013 .016 2.00 100.00 0 0 f' 34 35 0 5 PIPE 4.5 2300. .0100 30.0 30.0 .016 4.50 0 OVERFLOW 5.0 2300. .0100 30.0 30.0 .016 100.00 35 40 0 4 CHANNEL 10.0 900. .0030 4.0 4.0 .040 6.00 0 58.0 900. .0030 30.0 30.0 .060 100.00 'OVERFLOW 36 51 0 1 CHANNEL 1.0 1100. .0060 30.0 4.0 .016 100.00 0 37 49 0 1 CHANNEL 3.0 800. .0130 3.0 3.0 .040 100.00 0 38 39 0 1 CHANNEL 2.0 2400. .0050 30.0 30.0 .016 100.00 0 39 55 4 RESERVOIR 2 STORAGE IN PIPE 2.0 350- ACRE-FEET VS SPILLWAY OUTFLOW 0050 -0 .0 -013 2.00 0 .0 .0 1.4 .0 4.5 .0 6.2 .0 40 41 0 4 CHANNEL 15.0 1000. .0020 4.0 4.0 .040 4.00 0 OVERFLOW 47.0 1000. .0020 100.0 100.0 .060 100.00 41 42 6 2 PIPE: .1 150. .0100 .0 .0 .013 .10 0 ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 5.0 .1 15.0 .2 27.0 .4 42.0 .9 57.0 2.3 233.0 42 55 10 2 PIPE .1 150. .0100 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 .0 .2 5.0 1.2 18.0 2.8 48.0 5.6 88.0 10.5 134.0 16.6 179.0 23.8 219.0 32.0 295.0 43 44 0 1 CHANNEL 2.0 2150. .0060 30.0 30.0 .016 100.00 0 44 42 2 2 PIPE: 1.5 1700. .0020 .0 .0 .013 1.50 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 6.0 .0 45 49 0 5 PIPE 3.0 900. .0150 .0 .0 .013 3.00 0 OVERFLOW 5.0 900. .0150 100.0 100.0 .016 100.00 46 49 0 5 PIPE 1.5 500, .0200 .0 .0 .013 1,50 0 ' OVERFLOW 2.0 500. .0200 30.0 30.0 .016 100.00 47 46 0 5 PIPE; 2.0 1300. .0170 .0 .0 .013 2.00 0 OVERFLOW 2.0 1300. .0170 30.0 30.0 .016 100.00 48 47 0 1 CHANNEL 1.0 500. .0020 30.0 1.0 .016 100.00 0 49 50 0 1 CHANNEL 10.0 500. .0160 5.0 5.0 .040 100.00 0 ' 50 53 5 2 PIPE! .1 1. .0160 .0 .0 1.000 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 90.0 40.0 250.0 220.0 460.0 560.0 630.0 880.0 51 52 0 5 PIPE 1.5 2400- 0100 -0 .0 .013 1,50 0 OVERFLOW 2.0 2400. .0100 30.0 30.0 .016 100.00 ' 52 53 0 5 PIPE: 2.0 1300. .0050 .0 .0 .013 2.00 0 OVERFLOW 3.0 1300. .0050 4.0 4.0 .040 100.00 53 54 0 5 PIPE, 2.0 900. .0040 .0 .0 .013 2.00 0 OVERFLOW 50.0 900. .0040 4.0 '4.0 .040 100.00 ' 54 55 0 5 PIPE 2.0 1500. .0060 .0 .0 .013 2.00 0 OVERFLOW 3.0 1500. .0060 13.0 13.0 .040 100.00 55 56 0 1 CHANNEL 10.0 3200. .0030 3.0 3.0 .040 100.00 0 56 97 9 2 PIPE 2,0 100, 0050 A A 2.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .013 32 .0 26.8 0 231.0 •7 .0 2.7 1.0 35.6 :420.0 45.3 1946.0 6.5 2.0 12.0 4.0 18.9 85.0 97 57 6 RESERVOIR 2 STORAGE IN PIPE' .1 100. ACRE-FEET VS SPILLWAY OUTFLOW .0100 .0 .0 .013 .10 0 57 157 .0 13 54.0 2 1.2 144.0 3.3 230.0 PIPE 9.3 337.0 10.2 400.0 12.4 440.0 RESERVOIR STORAGE IN .1 130. ACRE-FEET VS SPILLWAY OUTFLOW .0059 .0 .0 013 10 0 .0 1.6 .0 235.0 .0 17.0 .1 23.0 1.8 2.1 322.0 .4 81.0 .9 153.0 1.4 222.0 3.4 823.0 1264.0 2.4 404.0 2.8 514.0 3.1 653.0 I' 157 78 22 RESERVOIR 2 STORAGE IN PIPE; .1 157. ACRE-FEET VS SPILLWAY OUTFLOW .0046 .0 .0 023 .10 0 .0 .0 .0 9.0 .0 48.0 .0 92.0 .1 136.0 .4 254.0 ' 8.5 540.0 8.9 558.0 9.3 586.0 9.6 623.0 10.0 675.0 58 59 10.7 822.0 11.1 922.0 11.4 1040.0 11.8 1176.0 10.4 740.0 59 62 4 1 2 CHANNEL 2.0 2400. PIPE .0060 30.0 30.0 .016 100.00 0 RESERVOIR 1.8 900. STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0020 .0 .0 013 1.80 p ' 60 61 .0 0 .0 1 .1 .0 1.5 .0 3.0 .0 61 62 0 1 CHANNEL 5.0 3000. CHANNEL 3.0 .0020 3.0 3.0 .040 100.00 0 ' 62 68 2 RESERVOIR 1100. 2 PIPES .1 800. STORAGE IN ACRE-FEET VS SPILLWAY .0040 .0100 4.0 .0 4.0 .0 .010 .0 100.10 0 0 0 63 64 0 0 .0 OUTFLOW 78.8 182.0 64 66 0 1 5 CHANNEL 2.0 1300. .0050 30.0 30.0 .016 100.00 0 PIPE, 3.0 1400. OVERFLOW 2.0 1400. 0080 .0 .0 .013 3.00 ' 65 69 5 1 CHANNEL 2.0 1300. .0080 .0030 30.0 30.0 30.0 30.0 .016 100.00 2 RESERVOIR STORAGE IN PIPE1.5 200. ACRE-FEET VS SPILLWAY OUTFLOW .0012 .0 .0 .016 .013 100.00 1.50 0 0 67 68 0 1 9.3.0.0 7030.0 2 12. '0 68 66 5 2 2.0 1200. PIPE .0060 30.0 100.00 0 RESERVOIR STORAGE IN 3.0 10. ACRE-FEET VS SPILLWAY OUTFLOW .0100 .0 .0 023 3.00 0 69 82 .0 0 .0 5 .8 .0 3.8 4.0 10.9 10.0 15.9 270.0 ' ' 70 PIPE' 2.0 1100. .0040 .0 .0 013 0 71 71 80 0 5 1 2 CHANNELL� 2.0 1600. .0040 30.0 30.0 .016 100.00 100.00 0 '.0 RESERVOIR STORAGE IN .0 PIPE 1.3 100. ACRE-FEET VS SPILLWAY OUTFLOW 1.8 .0 6.5 .0040 8.4 .0 .0 013 1.30 0 72 172 3 2 .0 PIPE .0 12.5 40.0 RESERVOIR STORAGE IN 1.3 530. ACRE-FEET VS SPILLWAY OUTFLOW .0060 .0 .0 013 1.30 0 172 173 .0 3 .0 2 1.8 .0 2.8 9.2 RESERVOIR STORAGE IN PIPE' 1.5 340. ACRE-FEET VS SPILLWAY OUTFLOW .0080 .0 .0 .013 1.50 0 173 56 O .0 2.0 .0 3.0 170.0 74 5 PIPE 2.3 1500. OVERFLOW 2.0 1500. .0022 .0 30.0 .0 30.0 .013 2.30 0 75 173 76 0 2 2 PIPE, 1.5 100. .0022 .0100 .0 .0 .016 100.00 1.50 1 RESERVOIR STORAGE IN CHANNEL .1 100. ACRE-FEET VS SPILLWAY OUTFLOW .0010 1.0 1.0 .023 .013 01 0 0 77 .0 0 .0 3.0 22.0 '76 5 PIPE 1.0 700. OVERFLOW 1.0 700. .0030 .0 .0 .013 1.00 0 77 78 O 5 PIPE .0030 30.0 30.0 .016 100.00 78 88 2.0 1100. OVERFLOW 2.0 1100. .0020 .0020 .0 30.0 .0 30.0 .013 2.00 0 0 1 2 CHANNEL 5.0 1400. 0084 4.0 4.0 .016 .036 100.00 100.00 0 ' 211 94 0 2 PIPE 1.5 100. PIPE, .0100 .0 .0 .013 0 210 78 0 2 2.5 100. PIPE 2.0 100. .0100 .0 .0 .013 2.50 0 2.00 0 80 94 0 5 PIPE 2.0 3600. .0100 .0 0 .013 0 81 207 0 1 .0050 .0 .0 .013 2.00 0 207 82 0 2 CHANNELLOW 2.5 1850. PIPE, .0050 30.0 30.0 .016 100.00 0 82 83 0 5 2.0 150. PIPE 2.5 1350. .0100 .0 .0 .013 2.00 0 208 83 0 OVERFLOW 2.0 1350. .0050 .0050 .0 .0 30.0 30.0 .013 2.50 100.00 0 ' 83 18 2 5 PIPE, 2.0 100. PIPE 3.0 .0100 .0 .0 .013 .013 2.00 0 209 184 1300. OVERFLOW 2.0 1300. .0040 .0040 .0 .0 30.0 30.0 .016 3.00 0 0 2 PIPE: 1.5 100. .0100 .0 .0 .016 .013 100.00 1.50 0 33 ' 184 94 0 5 PIPE 3.0 1850. .0040 .0 .0 .013 3.00 0 OVERFLOW 2.0 1850. OD40 30.0 30.0 .016 100.00 215 0 1 CHANNEL 2.0 6500. .0030 30.0 30.0 .016 100.00 0 '85 215 95 0 2 PIPE' 4.0 800. .0030 .0 .0 .013 4.00 0 86 216 0 1 CHANNEL 2.0 1600. .0040 30.0 30.0 .040 100.00 0 216 94 0 2 PIPE 2.0 100. .0100 .0 .0 .013 2.00 0 87 95 0 1 CHANNEL 25.0 2600. .0004 3.0 3.0 .030 100.00 0 88 94 0 4 CHANNEL 3.0 1350. .0120 4.0 4.0 .040 4.00 0 OVERFLOW 35.0 1350. .0120 30.0 30.0 .060 100.00 213 90 0 2 PIPE; 2.5 100. .0100 .0 .0 .013 2.50 0 214 91 0 2 PIPE' 2.0 100. .0100 .0 .0 .013 2.00 0 ' 90 91 0 5 PIPE' OVERFLOW 3.0 2.0 2700. 2700. .0070 .0070 .0 30.0 .0 30.0 .013 .016 3.00 100.00 0 91 96 0 5 PIPE. 3.0 1300. .0300 .0 .0 .013 3.00 0 OVERFLOW 2.0 1300. .0300 1.0 1.0 .016 3.00 193 96 16 2 PIPE .1 500. .0055 .0 .0 .016 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW t .0 .0 2.2 21.0 4.5 22.5 7.0 24.0 9.6 25.1 10.9 26.0 11.2 29.4 11.5 35.2 11.8 42.5 12.1 51.3 12.3 61.3 12.6 72.4 12.9 84.7 13.2 98.1 13.5 112.3 13.8 127.5 94 95 87 96 0 0 1 1 CHANNEL CHANNEL 1.0 25.0. 3000. 1300. .0100 .0004 20.0 3.0 20.0 3.0 .040 .030 100.00 100.00 0 0 96 0 0 1 CHANNEL 25.0 100. .0004 3.0 3.0 .030 100.00 0 OTOTAL NUMBER OF GUTTERS/PIPES, 112 1 ' BASIN G FOOTHILLS BASIN 100 YR FULLY DEVELOPED ALTERNATIVE 3 TAFT HILL RD TO FOSSIL CREEK RESERVOIR INLET DITCH (4-25-94)file no.h100fthl.dat ARRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES GUTTER TRIBUTARY GUTTER/PIPE TRIBUTARY SUBAREA D.A.(AC) ' 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 69.2 4 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 46.9 ' 5 102 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 116.1 6 105 . 5 201 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 219.7 ' 7 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 219.7 8 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 40.5 ' 9 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 40.5 10 7 9 202 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 269.9 11 0 0 0 0 0 0 0 0 0 0 8 0. 0 0 0 0 0 0 0 0 25.0 12 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25.0 13 0 0 0 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0 0 0 4.8 14 0 0 0 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 0 0 68.4 15 14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 68.4 ' 16 13 0 0 0 0 0 0 0 0 0 11 0 0 0 0 0 0 0 0 0 55.3 18 0 0 0 0 0 0 0 0 0 0 12 0 0 0 0 0 0 0 0 0 64.9 ' 19 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 64.9 21 0 0 0 0 0 0 0 0 0 0 14 0 0 0 0 0 0 0 0 0 5.9 ' 24 0 0 0 0 0 0 0 0 0 0 17 0 0 0 0 0 0 0 0 0 3.1 t ' • 25 24 0 0 0 0 0 0 0 0 0 26 25 205 0 0 0 0 0 0 0 0 ' 27 26 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 0 0 0 ' 29 120 0 0 0 0 0 0 0 0 0 30 28 0 0 0 0 0 0 0 0 0 ' 31 0 0 0 0 0 0 0 0 0 0 32 30 31 0 0 0 0 0 0 0 0 ' 33 0 0 0 0 0 0 0 0 0 0 34 98 204 29 0 0 0 0 0 0 0 35 34 0 0 0 0 0 0 0 0 0 ' 36 0 0 0 0 0 0 0 0 0 0 37 0 0 0 0 0 0 0 0 0 0 ' 38 0 0 0 0 0 0 0 0 0 0 39 38 0 0 0 0 0 0 0 0 0 ' 40 32 33 35 0 0 0 0 0 0 0 41 40 0 0 0 0 0 0 0 0 0 42 41 44 0 0 0 0 0 0 0 0 .' 43 0 0 0 0 0 0 0 0 0 0 44 43 0 0 0 0 0 0 0 0 0 ' 45 0 0 0 0 0 0 0 0 0 0 46 47 0 0 0 0 0 0 0 0 0 ' 47 48 0 0 0 0 0 0 - 0 0 0 48' 0 0 0 0 0 0 0 0 0 0 49 37 45 46 0 0 0 0 0 0 0 50 27 206 49 0 0 0 0 0 0 0 51 36 0 0 0 0 0 0 0 0 0 ' 52 51 0 0 0 0 0 0 0 0 0 53 50 52 0 0 0 0 0 0 0 0 ' 54 53 0 0 0 0 0 0 0 0 0 55 39 42 54 0 0 0 0 0 0 0 56 55 173 0 0 0 0 0 0 0 0 57 97 0 0 0 0 0 0 0 0 0 58 0 0 0 0 0 0 I 0 0 0 0 59 58 0 0 0 0 0 0 0 0 0 60 0 0 0 0 0 0 0 0 0 0 ' i 39 18 0 0 0 0 0 0 0 0 0 27.2 0 0 0 0 0 0 0 0 0 0 40.6 20 0 0 0 0 0 0 0 0 0 63.6 21 0 0 0 0 0 0 0 0 0 4.8 22 0 0 0 0 0 0 0 0 0 524.7 0 0 0 0 0 0 0 0 0 0 4.8 23 0 0 0 0 0 0 0 0 0 40.1 0 0 0 0 0 0 0 0 0 0 44.9 24 0 0 0 0 0 0 0 0 0 47.9 25 0 0 0 0 0 0 0 0 0 614.0 26 0 0 0 0 0 0 0 0 0 649.3 27 0 0 0 0 0 0 0 0 0 11.6 28 0 0 0 0 0 0 0 0 0 4.8 31 0 0 0 0 0 0 0 0 0 57.7 0 0 0 0 0 0 0 0 0 0 57.7 30 0 0 0 0 0 0 0 0 0 806.7 0 0 0 0 0 0 0 0 0 0 806.7 32 0 0 0 0 0 0 0 0 0 898.1 29 0 0 0 0 0 0 0 0 0 64.5 0 0 0 0 0 0 0 0 0 0 64.5 34 36 0 0 0 0 0 0 0 0 44.8 0 0 0 0 0 0 0 0 0 0 21.7 35 0 0 0 0 0 0 0 0 0 21.7 33 0 0 0 0 0 0 0 0 0 3.7 0 0 0 0 0 0 0 0 0 0 71.3 37 0 0 0 0 0 0 0 0 0 422.9 38 0 0 0 0 0 0 0 0 0 45.8 0 0 0 0 0 0 0 0 0 0 45.8 39 0 0 0 0 0 0 0 0 0 500.8 0 0 0 0 0 0 0 0 0 0 500.8 40 0 0 0 0 0 0 0 0 0 1658.9 0 0 0 0 0 0 0 0 0 0 1740.7 50 0 0 0 0 0 0 0 0 0 1748.0 44 0 0 0 0 0 0 0 0 0 50.2 0 0 0 0 0 0 0 0 0 0 50.2 46 0 0 0 0 0 0 0 0 0 30.2 1 1 1 1 61 60 0 0 0 0 0 0 0 0 0 62 59 61 0 0 0 0 0 0 0 0 63 0 0 0 0 0 0 0 0 0 0 64 63 0 0 0 0 0 0 0 o 0 65 0 0 0 0 0 0 0 0 0 0 66 64 65 68 0 0 0 0 0 0 0 67 0 0 0 0 o 0 0 0 0 0 68 62 67 0 0 0 0 0 0 0 0 69 66 0 0 0 0 0 0 0 0 0 70 0 0 0 0 0 0 0 0 0 0 71 70 0 0 0 0 0 0 0 0 0 72 0 0 0 0 0 0 0 0 0 0 74 0 0 0 0 0 0 0 0 0 0 75 0 0 0 0 0 0 0 0 0 0 76 75 0 0 0 0 0 0 0 0 0 77 76 0 0 0 0 0 0 0 0 0 78 157 77 210 0 0 0 0 0 0 0 80 71 0 0 0 0 0 0 0 0 0 81 0 0 o o o o 0 o o o 82 69 207 0 0 0 0 0 0 0 0 83 82 208 0 0 0 0 0 0 0 0 85 0 0 0 0 0 0 0 0 0 0 86 0 0 0 0 0 0 0 0 0 0 87 94 0 0 0 0 0 0 0 0 0 88 78 211 0 0 0 0 0 0 0 0 90 213 0 0 0 0 0 0 0 0 0 91 214 90 0 0 0 0 0 0 0 0 94 212 80 184 216 88 0 0 0 0 0 95 215 87 0 0 0 0 0 0 0 0 96 91 193 95 0 0 0 0 0 0 0 97 56 0 0 0 0 0 0 0 0 0 98 0 0 0 0 0 0 0 0 0 0 102 1 4 0 0 0 0 0 0 0 0 103 0 0 0 0 0 0 0 0 0 0 105 0 0 0 0 0 0 0 0 0 0 116 10 12 15 0 0 0 0 0 0 0 35 0 0 0 0 0 0 0 0 0 0 30.2 45 0 0 0 0 0 0 0 0 0 232.2 47 0 0 0 0 0 0 0 0 0 91.4 0 0 0 0 0 0 0 0 0 0 91.4 48 0 0 0 0 0 0 0 0 0 74.1 0 0 0 0 0 0 0 0 0 0 439.9 49 0 0 0 0 0 0 0 0 0 42.2 0 0 0 0 0 0 0 0 0 0 274.4 0 0 0 0 0 0 0 0 0 0 439.9 51 0 0 0 0 0 0 0 0 0 69.7 0 0 0 0 0 0 0 0 0 0 69.7 41 0 0 0 0 0 0 0 0 0 5.8 43 0 0 0 0 0 0 0 0 0 26.5 53 0 0 0 0 0 0 0 0 0 12.3 52 0 0 0 0 0 0 0 0 0 29.2 0 0 0 0 0 0 0 0 0 0 29.2 60 0 0 0 0 0 0 0 0 0 1851.1 0 0 0 0 0 0 0 0 0 0 69.7 54 0 0 0 0 0 0 0 0 0 52.7 0 0 0 0 0 0 0 0 0 0 492.6 0 0 0 0 0 0 0 0 0 0 549.1 57 0 0 0 0 0 0 0 0 0 166.2 67 0 0 0 0 0 0 0 0 0 28.3 68 0 0 0 0 0 0 0 0 0 2811.3 65 0 0 0 0 0 0 0 0 0 1902.6 0 0 0 0 0 0 0 0 0 0 108.9 0 0 0 0 0 0 0 0 0 0 177.8 66 0 0 0 0 0 0 0 0 0 2751.3 69 0 0 0 0 0 0 0 0 0 3023.5 0 0 0 0 0 0 0 0 0 0 3292.8 0 0 0 0 0 0 0 0 0 0 1740.7 16 0 0 0 0 0 0 0 0 0 7.2 0 0 0 0 0 0 0 0 0 0 116.1 5 0 0 0 0 0 0 0 0 0 37.0 4 0 0 0 0 0 0 0 0 0 66.6 0 0 0 0 0 0 0 0 0 0 363.3 36 ' 120 116 203 19 21 0 0 0 0 0 0 13 15 0 0 0 0 0 0 0 0 499.0 157 57 0 0 0 0 o 0 o o o 150 0 0 0 0 0 0 0 0 0 1778.1 ' 172 72 0 0 0 0 0 Q 0 0 0 42 0 0 0 0 0 0 0 0 0 19.8 173 172 74 0 0 0 0 0 0 0 0 142 0 0 0 0 0 0 0 0 0 81.8 ' 184 83 209 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 585.2 193 0 0 0 0 0 0 0 0 0 0 63 0 0 0 0 0 0 0 0 0 91.5 ' 201 103 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 37.0 202 0 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0 9.7 203 16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 55.3 ' 204 0 0 0 0 0 0 0 0 0 0 121 0 0 0 0 0 0 0 0 0 10.1 205 0 0 0 0 0 0 0 0 0 0 19 0 0 0 0 0 0 0 0 0 13.4 206 0 0 0 0 0 0 0 0 0 0 120 0 0 0 0 0 0 0 0 0 19.0 207 81 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 52.7 ' 208 0 0 0 0 0 0 0 0 0 0 55 0 0 0 0 0 0 0 0 0 56.5 209 0 0 0 0 0 0 0 0 0 0 56 0 0 0 0 0 0 0 0 0 36.1 ' 210 0 0 0 0 0 0 0 0 0 0 61 0 0 0 0 0 0 0 0 0 15.1 211 0 0 0 0 0 0 0 0 0 0 59 0 0 0 0 0 0 0 0 0, 12.7 ' 212 213 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 58 62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 80.9 0 0 108.9 214 0 0 0 0 0 0 0 0 0 0 64 0 0 0 0 0 0 0 0 0 68.9 ' 215 85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 166.2 216 86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28.3 '1 BASIN G FOOTHILLS BASIN 100 YR FULLY DEVELOPED ALTERNATIVE 3 TAFT HILL RD TO FOSSIL CREEK RESERVOIR INLET DITCH (4-25-94)file no.h100fthl.dat HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 74 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 DETENSION DAM. DISCHARGE INCLUDES SPILLWAY OUTFLOW. (1) 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) 1 102 105 201 6 9 10 202 12 15 203 19 116 120: 98 204 205 206 27 29 30 32 34 39. 40 41 42 43 44 46 47 49 50 51' 53 55 56 97 57 59 60 62 64 66. 68 69 71 173 74 76 ' 78 207 82 208 83 209 184 80 85 215 87 88 213 90. 214 91 193 94 96 210 211 212 216 157' ' 0 5. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1 .0( ) .0( ) .0( ) .o( ) .0( ) O(S) .0( ) .0( ) O(S) O(S) 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. .0( ) O(S) .0( > .6( ) .0( ) .0( ) .0( ) .0( ) .0( ) .0( ) 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. .0( ) .0( ) .O( ) O(S) .0( ) O(S) O(S) .0( ) O(S) .0( ) 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. .0( ) .0( ) O(S) .0( ) .0( ) .0( > O(S) O(S) O(S) 0(S) 0. 0. 0. 0.. 0. 0. 0. 0. 0. 0. .0( ) O(S) .0( ) O(S) O(S) .0( ) O(S) .0( ) .0( ) .0( ) 0. 0. 0. 0.. 0. 0. 0. 0. 0. 0. .0( ) .0( .0( ) .0( ) .0( ) .0( ) .0( ) .0( ) .0( ) .Oc ) 0. 0. 0. 0.' 0. 0. 0. 0. 0. 0. .0( ) .0( ) .0( ) .0( ) .0( ) .0( ) O(S) .0( ) .0( ) .0( ) 0. 0. 0. 0. .0( ) .0( ) .0( ) O(S) 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. .0( ) .0( ) .1( ) .0( ) .0( ) O(S) .0( ) .0( ) O(S) O(S) 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. .0( ) O(S) .0( ) .0( ) .0( ) .0( ) .1( ) .1( ) .0( ) .O( ) 0. 0. 0. 0.; 0. 0. 0. 0. 0. 0. .0( ) .0( ) .0( ) O(S) .0( ) O(S) O(S) .0( ) O(S) .0( ) 0. 0. 0. 0.I 0. 0. 0. 0. 0. 0. .0( ) .0( ) O(S) .0( ) .0( ) .0( ) O(S) O(S) O(S) O(S) 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. .0( ) O(S) .0( ) O(S) O(S) .0( ) O(S) .0( ) .0( ) .0( ) 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. .0( ) .0( > .0( ) .1( > .0( ) .1( ) .0( ) .o( ) .0( ) .Oc ) 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. .0( ) .0( ) .1( ) .0( ) .0( ) .0( ) O(S) .0( ) .0( ) .0( ) 0. 0. 0. 0. .0( ) .1( ) .0( ) O(S) 2. 0. 7. 0. 3. 1. 0. 1. 1. 2. .1( ) .2( ) .9( ) .1( ) .6( ) O(S) .0( ) .4( ) O(S) O(S) 1. 1. 1. 3.;, 1. 1. 2. 10. 0. 4. .2( ) O(S) .2( ) .4( ) .2( ) .3( ) .0(0) .9( ) .0( ) .6( ) 0. 0. 7. 0. 1. 1. 0. 2. 0. 1. .0( ) .1( ) .6( ) Am .1( ) O(S) O(S) .2( ) O(S) .2( ) 1. 4. 0. 4.. 1. 1. 3. 3. 5. 0. .3( ) .2( ) .6(S) .6( ) .4( ) .1( ) O(S) O(S) O(S) O(S) 0. 0. 0. 2.' 2. 0. 1. 2. 2. 1. .1( ) .1(S) .1( ) O(S) O(S) .2( ) O(S) .6( ) .5( ) .4( ) 2. 0. 0. 4.: 1. 3. 1. 0. 1. 0. .3( ) .1( ) .1( ) .6( ) .3( ) .6( ) .2( ) .1( ) .1( ) 1( ) 0. 2. 10. 2. 3. 2. 1. 2. 2. 0( ) .3( ) .8( ) .4( ) .5( ) .3( ) .1(S) .3( ) .1( ) .4( ) 1. 7. 0. 11. .3( ) .7( ) .2( ) O(S) 10. 6. 11. 1.: 14. 7. 2. 4. 5. 12. 3'1 3e .3( ) .7( ) .0(0) 4( ) 1.4( ) O(S) .2( ) .8( ) O(S) 0(S) 4. 8. 10. 21.; 6. 3. 2. 14. 1. 27. .6( ) O(S) .7( ) 1.0( ) .3( ) .8( ) .0(0) 1.1( ) .2( ) 1.5( ) 0. 2. 49. 5., 10. 6. 0. 9. 2. 3. .1( ) .5( ) 1.7( ) Am .6( ) AM 1(S) .3( ) AM .5( ) 4. 32. 1. 12.. 6. 8. 17. 17. 18. 2. .5( ) M ) 2.4(S) 1.6( ) .9( ) 5( ) O(S) O(S) AM O(S) 1. 1. 3. 4. 12. 2. 5. 13. 3. 3. ' .3( ) A(S) .5( ) .1(S) O(S) .5( ) O(S) 1.6( ) .8( ) 1.1( ) 19. 2. 2. 14. 7. 10. 6. 1. 6. 2. .9( ) M ) M ) 1.1( ) .9( ) 1.1( ) .8( ) .3( ) .3( ) .5( ) ' 1. 12. 30. 12. 11. 16. 3. 10. 13. 7. .1( ) .8( ) 1.6( ) .9( ) 1.0( ) .8( ) .3(S) .5( ) M ) .7( ) 3. 23. 2. 41. ' .6( ) 1.3( ) .4( ) O(S) 0 25. 27. 23. 11. 7., 23. 11. 9. 4. 11. 12. .5( ) AM .2(0) .9( ) 2.1( ) C(S) .6( ) .0(0) O(S) 1(S) ' 11. 11. 27. 58.' 13. 8. 2. 23. 3. 76. .0(0) O(S) 1.2( ) 1.8( ) M ) 1.6( ) .2(0) 1.7( ) .5( ) 3.2( ) 1. 9. 147. 15.' 55. 21. 6. 25. 5. 8. .3( ) 1.0( ) 3.4( ) O(S) 1.5( ) 1(S) .3(S) .5( ) .1(S) .8( ) S. 77. 3. 20.' 15. 33. 17. 17. 21. 8. .7( ) 1.2( ) 5.8(S) 1.8( ) 1.7( ) 1.2( ) .1(S) O(S) .1(S) O(S) ' 4. 3. 16. 4. 28. 4. 5. 20. 5. 7. .6( ) 1.2(S) 1.1( ) .3(S) O(S) .7( ) .1(S) 2.6( ) 1.1( ) 1.3( ) 57. 10. 8. 24.' 25. 11. 22. 2. 19. 12. ' 1.5( ) .9( ) .9( ) .0(0) 1.9( ) .0(0) 1.5( ) .5( ) .5( ) 1.1( ) 4. 42. 44. 35. 24. 60. 7. 37. 63. 14. .4( ) 1.4( ) AM 1J( ) .0(0) 1.5( ) .8(S) .9( ) 1.7( ) 1.1( ) ' 7. 44. 6. 62. .9( ) .0(0) M ) O(S) 0 30. 65. 23. 11. 11.: 30. 11. 19. 4. 11. 12. 7( ) .4(0) .6(0) .1(0) 2.8( ) .2(S) .9( ) AM 1(S) I A(S) 11' 11. 39. 71.' 26. 14. 2. 24. 10. 108. AM .2(S) 1.5( ) 2.0( ) .5( ) 1.8( ) AM .1(0) .9( ) 4.0( ) ' 3. 19. 228. 17.' 185. 52. 12. 60. 5. 16. .5( ) .1(0) 5.1( ) AM 2.8( ) MS) MS) M ) .3(S) 1.6( ) 20. 133. 6. 45.E 17. 100. 17. 17. 31. 8. ' 1.2( ) 1.5( ) 12.4(S) 2.0( ) 2.1( ) 2.2( ) .7(S) O(S) A(S) .2(S) 10. 7. 49. 4., 41. 4. 5. 35. 6. 20. 1.0( ) 2.9(S) 2.1( ) 1.0(S) .1(S) .7( ) .3(S) 2.8( ) .0(0) 1.5( ) ' 127. 24. 27. 24., 37. 11. 38. 3. 51. 39. 2.1( ) .0(0) 1.9( ) .2(0) 3.0( ) .2(0) 2.2( ) .6( ) .8( ) 2.0( ) 20. 113. 44. 42.' 24. 64. 16. 98. 110. 24. ' 9( ) 2.1( ) .5(0) 1.9( ) .2(0) 1.6( ) 1.6(S) 1.3( ) 2.3( ) .0(0) 11. 44. 16. 110. .0(0) .3(0) 1.2( ) .1(S) ' 0 35. 151. 23. 11. 11. 35. 12. 29. 4. 11. 12. .9( ) 1.3(0) 1.6(0) Am 2.9( ) .6(S) 1.1( ) .2(0) A(S) 1.1(S) 11. AM 11. .7(S) 49. 1.7( ) 111. 2.6( ) 51. .7( ) 33. 2.1( ) 2. .9(0) 24. .5(0) 28. 1.7( ) 206. 4.4( ) 10. 19. 478. 17. 431. 195. 31. 140. 5. 30. 1.0( ) .5(0) 5.7( ) .5(S) 4.2( ) 2.0(S) 1.9(S) 1.0( ) 1.0(S) 1.8( ) ' 37. 272. 11. 109.. 31. 256. 18. 18. 51. 8. 2.2( ) 2.2( ) 25.4(S) 2.3( ) 2.3( ) 3.5( ) 2.1(S) O(S) .2(S) .6(S) 27. 15. 91. 4. 41. 4. 5. 68. 6. 50. ' 1.6( ) 6.4(S) 3.5( ) 2.3(S) .5(S) M ) .9(S) 3.1( ) .1(0) 1.8( ) 244. 24. 28. 24. 42. 11. 45. 4. 131. 85. 2.8( ) .3(o) 2.0( ) .8(0) 3.3( ) .7(0) 3.0( ) .7( ) 1.1( ) .2(0) ' 72. 246. 44. 44. 24. 68. 22. 229. 188. 24. 1.8( ) 3.0( ) 1.9(0) 2.0( ) .7(0) 1.7( ) 3.4(S) 1.8( ) 3.1( ) .2(0) 11. 44. 24. 196. .1(0) 1.2(0) .1(0) .3(S) 0 40. 203. 23. 11. 11. 39. 13. 39. 4. 11. 12. 1.0( ) 3.0(0) 2.8(0) J (0) 3.0( ) 1.3(S) 1.3( ) AM .9(S) 2.3(S) 11. 11. 60. 120. 45. 49. 2. 24. 51. 254. 1.1(0) 1.6(S) 1.9( ) 2.8( ) .6( ) 2.2( ) 1.4(0) .9(0) 2.3( ) 4.5( ) 19. 19. 690. i 17. 623. 395. 66. 188. 5. 46. 1.5( ) 1.2(0) 5.9( ) 1.3(S) 4.7( ) 3.6(S) 4.0(S) 1.1( ) 2.1(S) 1.9( ) 48. 357. 17. 152. 71. 420. 19. 19. 56. 8. 2.3( ) 2.5( ) 38.9(S) 2.4( ) 2.6( ) 4.5( ) 4.9(S) O(S) .3(S) 1.3(S) 44. 24. 169. 4. 41. 4. 5. 97. 6. 72. 2.0( ) 10.4(S) 3.8( ) 4.5(S) 1.3(S) .7( ) ISM 3.3( ) .2(o) 1.9( ) 341. 24. 28. I 24. 47. 11. 47. 4. 217. 85. 3.3( ) .9(0) 2.0( ) 1.7(0) 3.4( ) 1.2(0) 3.2( ) .7( ) 1.3( ) .8(0) 165. 373. 44. 44. 24. 68. 23. 389. 303. 24. 2.9( ) 3.5( ) 3.6(0) 2.0( ) 1.5(o) 1.7( ) 5.3(S) 2.2( ) 4.0( ) .5(0) 11. 44. 24. 205. .3(0) 2.4(0) .2(0) .3(S) 0 45. 174. 23. 11. 11. 41. 14. 47. 4. 11. 12. ' 1.0( ) 4.9(o) 3.6(0) 1.2(0) 3.0( ) 1.9(S) 1.4( ) .5(o) 1.3(S) 3.4(S) 11. 11. 68. 125. 21. 44. 2. 24. 68. 212. 1.9(0) 2.4(S) 2.1( ) 2.9( ) .5( ) 2.1( ) 1.8(0) 1.1(0) 2.6( ) 4.4( ) ' 21. 19. 614. 17.! 775. 579. 103. 160. 5. 47. 1.8( ) 2.0(0) 5.8( ) 2.1(S) 5.0( ) 5.1(S) 7.2(S) 1.0( ) 3.2(S) 1.9( ) 46. 248. 21. 137. 125. 478. 20. 20. 44. 8. ' 2.3( ) 2.1( ) 47.2(S) 2.3( ) 2.9( ) 4.8( ) 8.5(S) O(S) .2(S) 2.2(S) 49. 31. 201. 4.' 42. 4. 5. 93. 6. 64. 2.2( ) 13.3(S) 3.9( ) 7.2(S) 2.0(S) .7( ) 3.0(S) 3.2( ) .3(0) 1.8( ) ' 322. 24. 28. 24. 49. 11. 51. 4. 249. 85. 3.2( ) 1.7(0) 2.0( ) 2.3(0) 3.4( ) 1.7(o) 3.3( ) .7( ) 1.4( ) 1.8(0) 272. 402. 44. 44.1, 24. 69. 24. 506. 391. 24. ' 3.8( ) 3.6( ) 4.8(o) 2.0( ) 2.2(0) 1.7( ) 6.5(S) 2.4( ) 4.6( ) .6(o) 11. 44. 24. 130. .4(0) 3.2(o) .5(0) 1(S) 0 50. 144. 23. 11. 11.. 42. 14. 53. 4. 11. 12. 39 1 t.9( ) 6.5(0) 4.2(0) 1.7(0) 3.0( ) 2.3(S) 1.5( ) .6(0) 1.6(S) 4.3(S) ' 11. 2.6(0) 11. 2.9(S) 75. 2.2( ) 127. 2.9( ) 15. .4( ) 34. 2.1( ) 2. 2.0(0) 24. 1.2(0) 80. 2.9( ) 191. 4.4( ) 20. 19. 488. 17. 827. 713. 138. 132. 5. 41. 1.6( ) 2.6(0) 5.7( ) 2.9(S) 5.1( ) 6.1(S) 11.1(S) 1.0( ) 4.2(S) 1.9( ) ' 40. 167. 24. M. 159. 501. 25. 25. 40. 8. 2.3( ) 1.7() 53.1(S) 2.3( ) 3.1( ) 4.9( ) 12.3(S) O(S) .2(S) 2.9(S) 51. 36. 175. 4.' 43. 4. 5. 83. 6. 53. 2.2( ) 15.5(S) 3.8( ) 9.7(S) 2.6(S) .7( ) 4.0(S) 3.2( ) .3(0) 1.8( ) 268. 24. 28. 24. 51. 11. 54. 5. 258. 85. 3.0( ) 2.5(o) 2.0( ) 2.7(0) 3.4( ) 2.0(0) 3.4( ) .7( ) 1.4( ) 3.0(0) 377. 365. 44. 44.' 24. 68. 24. 571. 484. 24. 4.5( ) 3.5( ) 5.7(0) 2.0( ) 2.7(0) 1.7( ) 7.5(S) 2.5( ) 5.1( ) .7(0) 11. 44. 24. 106. ' .5(0) 3.7(0) .8(o) .1(S) 0 55. 121. 23. 11. 11. 43. 15. 57. 4. 11. 12. .8( ) 7.9(0) 4.8(0) 2.1(0) 3.0( ) 2.7(S) 1.6( ) AM 1.8(S) 4.9(S) ' 11. 11. 79. 127. 11. 26. 2. 24. 88. 177. 3.2(0) 3.4(S) 2.3( ) 2.9( ) .4( ) 2.0( ) 2.2(0) 1.3(0) 3.0( ) 4.3( ) 15. 19. 400. 17.. 791. 771. 170. 111. 5. 36. ' 1.3( ) 3.2(0) 5.5( ) 3.5(S) 5.0( ) 6.6(S) 15.4(S) .9( > 5.0(S) 1.9( ) 35. 140. 26. 95. 163. 520. 69. 57. 52. S. 2.2( ) 1.6( ) 57.7(S) 2.2( ) 3.1( ) 5.0( ) 16.1(S) O(S) .2(S) 3.5(S) 49. 40. 144. 4. 44. 4. S. 73. 6. 45. 2.2( ) 17.3(S) 3.7( ) 11.9(S) 3.1(S) .7( ) 4.7(S) 3.1( ) .4(0) 1.7( ) 236. 24. 28. 24. 52. 11. 57. S. 254. 85. ' 2.8( ) 3.1(0) 2.0( ) 3.0(0) 3.4( ) 2.2(0) 3.4( ) .7( ) 1.4( ) 4.2(0) 462. 319. 44. 44. 24. 68. 25. 583. 575. 24. 5.0( ) 3.3( ) 6.3(0) 2.0( ) 3.1(0) 1.7( ) 8.3(S) 2.6( ) 5.6( ) .7(0) ' 11.. 44. 24. 97. .5(0) 4.1(0) 1.0(0) .1(S) 1 0. 102. 23. 11. 11. 44. 15. 60. 4. 11. 12. ' 8( ) 9.0(0) 5.2(0) 2.4(0) 3.0( ) 2.9(S) 1.6( ) .7(0) 2.0(S) 5.5(S) 11. 11. 82. 126. 8. 21. 2. 24. 91. 165. 3.7(0) 3.8(S) 2.3( ) 2.9( ) .3( ) 1.9( ) 2.3(o) 1.3(0) 3.0( ) 4.3( ) ' 12. 19. 338. 17.: 717. 761. 196. 94. 5. 32. 1.1( ) 3.6(0) 5.4( ) 4.1.(S) 4.9( ) 6.5(S) 19.6(S) .8( ) 5.7(S) 1.8( ) 31. 98. 27. 78.. 154. 536. 114. 71. 70. 8. ' 1.8( ) 1.3( ) 61.4(S) 2.2( ) 3.1( ) 5.0( ) 19.5(S) .2(S) .3(S) 4.1(S) 47. 43. 119. 5.1 44. 4. S. 65. 6. 39. 2.1( ) 18.8(S) 3.6( ) 13.7(S) 3.5(S) .8( ) 5.4(S) 3.1( ) .4(0) 1.7( ) ' 218. 24. 29. 24. 52. 11. 60. 5. 243. 85. 2.7( ) 3.6(0) 2.0( ) 3.3(0) 3.4( ) 2.4(o) 3.4( ) .7( ) 1.4( ) 5.3(0) 518. 288. 44. 44. 24. 68. 25. 566. 655. 24. ' 5.3( ) 3.2( ) 6.8(0) 2.0( ) 3.4(0) 1.7( ) 8.9(S) 2.5( ) 6.0( ) .7(0) 11. 44. 24. 104.' .6(0) 4.4(0) 1.2(0) .1(S) ' 1 5. 86. 23. 11. 11. 45. 15. 61. 4. 11. 12. yo NI ' .7( ) 9.9(0) 5.5(0) 2.6(0) 3.0( ) 3.1(S) 1.6( ) .7(0) 2.2(S) 5.9(S) ' 11. 4.2(0) 11. 4.2(S) 84. 2.4( ) 124. 2.9( ) 6. .3( ) 16. 1.9( ) 2. 2.4(0) 24. 1.2(0) 91. 3.0( ) 155. 4.2( ) 9. 19. 291. 17. 634. 709. 217. 80. 5. 26. .9( ) 3.9(0) 5.3( ) 4.5(S) 4.7( ) 6.1(S) 23.5(S) .8( ) 6.2(S) 1.8( ) ' 22. 73. 29. 64. 140. 545. 172. 101. 88. B. 1.3( ) 1.1( ) 64.2(S) 2.1( ) 3.0( ) 5.1( ) 22.7(S) .6(S) .4(S) 4.5(S) 43. 2.0( ) 46. 20.0(S) 101. 3.5( ) S. 15.3(S) 45. 3.9(S) 5. .8( ) 5. 5.9(S) 58. 3.0( ) 6. .5(0) 34. 1.6( ) 211. 24. 29. 24. 53. 11. 61. 5. 227. 85. 2.7( ) 4.0(0) 2.0( ) 3.4(0) 3.4( ) 2.5(0) 3.5( ) .8( ) 1.3( ) 6.3(0) ' 547. 269. 44. 44. 24. 68. 25. 539. 711. 24. 5.5( ) 3.1( ) 7.2(0) 2.0( ) 3.7(0) 1.7( ) 9.4(S) 2.5( ) 6.3( ) .7(0) 11. 44. 24. 113. ' .6(0) 4.6(0) 1.4(0) .1(S) 1 10. 73. 23. 11. 11. 45. 15. 63. 4. 11. 12. .7( ) 10.6(0) 5.8(0) 2.8(0) 3.0( ) 3.2(S) 1.6( ) .7(0) 2.3(S) 6.3(S) 11. 11. 86. 123.. 5. 13. 2. 24. 88. 147. 4.5(0) 4.4(S) 2.4( ) 2.9( ) .3( ) 1.8( ) 2.4(0) 1.2(0) 3.0( ) 4.2( ) 7. 19. 255. 17.. 556. 640. 246. 67. 5. 20. ' 8( ) 4.2(0) 5.2( ) 4.9(S) 4.5( ) 5.5(S) 26.7(S) .7( ) 6.7(S) 1.7( ) 20. 60. 30. 52.' 126. 547. 224. 141. 113. 8. 1.2( ) 1.0( ) 66.5(S) 2.0( ) 3.0( ) 5.1( ) 25.5(S) 1.2(S) .6(S) 4.8(S) ' 39. 48. 87. 5. 45. 5. 5. 52. 6. 30. 1.9( ) 21.0(S) 3.5( ) 16.7(S) 4.2(S) .8( ) 6.3(S) 3.0( ) .5(0) 1.6( ) 212. 24. 29. 24. 53. 11. 62. 5. 209. 85. ' 2.7( ) 4.3(0) 2.1( ) 3.5(0) 3.5( ) 2.6(0) 3.5( ) .8( ) 1.3( ) 7.3(0) 555. 259. 44. 44. 24. 68. 25. 512. 745. 24. 5.5( ) 3.0( ) 7.5(0) 2.0( ) 3.8(0) 1.7( ) 9.8(S) 2.4( ) 6.4( ) .6(0) ' 11. 44. 24. 129. .5(0) 4.7(o) 1.5(0) 1(S) 1 15. 62. 23. 11. 11. 45. 15. 63. 4. 11. 12. ' 6( ) 11.3(0) 6.0(0) 3.0(0) 3.0( ) 3.4(S) 1.6( ) .8(0) 2.3(S) 6.6(S) 11. 12. 87. 122. 4. 11. 2. 24. 83. 141. 4.8(0) 4.7(S) 2.4( ) 2.8( ) .2( ) 1.8( ) 2.5(0) 1.1(0) -2.9( ) 4.2( ) ' 6. 19. 229. 17. 485. 568. 269. 57. 5. 18. .7( ) 4.4(0) 5.1( ) 5.1(S) 4.3( ) 5.0(S) 29.2(S) .7( ) 7.1(S) 1.6( ) 17. 47. 30. 43., 114. 548. 271. 168. 143. 8. 1.1( ) .9( ) 68.3(S) 2.0( ) 2.9( ) 5.1( ) 27.9(S) TAM .8(S) 5.1(S) 36. 50. 75. 5. 45. 5. 5. 47. 6. 26. 1.8( ) 21.7(S) 3.3( ) 17.9(S) 4.5(S) .8( ) 6.7(S) 3.0( ) .6(0) 1.6( ) ' 221. 24. 29. 24. 53. 11. 63. 5. 191. 85. 2.7( ) 4.5(0) 2.1( ) 3.6(0) 3.5( ) 2.7(0) 3.5( ) .8( ) 1.3( ) 8.1(0) 551, 259. 44. 44. 24, 68. 25, 490, 757. 24. ' 5.5( ) 3.0( ) 7.6(0) 2.0( ) 4.0(0) 1.7() 10.1(S) 2.4( ) 6.5( ) .5(0) 11. 44. 24. 154. .5(0) 4.8(0) 1.5(0) .2(S) ' 1 20. 53. 23. 11. 11. 45. 16. 64. 4. 11. 12. .6( ) 11.8(0) 6.2(0) 3.1(0) 3.0( ) 3.4(S) 1.7( ) .8(0) 2.4(S) 6.9(S) 11. 5.0(0) 12. 4.9(S) 87. 2.4( ) 121.' 2.8( ) 3. .2( ) 9. 1.7( ) 2. 2.5(0) 24. 1.0(0) 77. 2.8( ) 137. 4.1( ) 5. 19. 209. 17.i 423. 499. 287. 49. 5. 16. .6( ) 4.5(0) 5.0( ) 5.4(S) 4.1( ) 4.4(S) 31.2(S) .7( ) 7.4(S) 1.5( ) 15. 41. 31. 36.1 ' 103. 546. 316. 199. 171. 8. 1.0( ) .8( ) 69.9(S) 1.9( ) 2.8( ) 5.1( ) 29.9(S) 2.6(S) 1.0(S) 5.4(S) 32. 1.7( ) 52. 22.4(S) 67. 3.2( ) 5. 19.0(S) 45. 4.8(S) S. .8( ) 5. 7.0(S) 43. 2.9( ) 6. .6(0) 24. 1.6( ) 238. 24. 29. 24. 53. 11. 64. S. 174. 85. 2.8( ) 4.7(0) 2.1( ) 3.7(0) 3.5( ) 2.8(0) 3.5( ) .8( ) 1.2( ) 8.7(0) ' 541. 268. 44. 44. 24., 68. 26. 477. 756. 24. 5.4( ) 3.1( ) 7.8(0) 2.0( ) 4.1(0) 1.7( ) 10.3(S) 2.4( ) 6.5( ) AM 11. 44. 24. 179. ' .5(0) 4.8(0) 1.6(0) .2(S) 1 25. 46. 23. 11. 11. 45. 16. 64. 4. 11. 12. .6( ) 12.2(0) 6.3(0) 3.2(0) 3.0( ) 3.5(S) 1.7( ) .8(0) 2.4(S) 7.1(S) ' 11. 12. 88. 120.1 3. S. 2. 24. 71. 133. 5.2(0) 5.1(S) 2.4( ) 2.8( ) .2( ) 1.6( ) 2.6(0) .9(0) 2.7( ) 4.1( ) 4. 19. 194. 17. 363. 435. 300. 43. S. 13. 6( ) 4.6(0) 4.9( ) 5.6(S) 3.9( ) 3.9(S) 32.5(S) .6( ) 7.7(S) 1.1( ) 13. 34. 32. 30. 94. 541. 353. 231. 200. 8. .9( ) .8( ) 71.3(S) 1.9( ) 2.8( ) 5.0( ) 31.7(S) 3.4(S) 1.2(S) 5.6(S) ' 29. 53. 60. 6.1 46. S. S. 40. 6. 22. 1.7( ) 22.9(S) 2.5( ) 20.0(S) 5.0(S) .9( ) 7.3(S) 2.9( ) .6(0) 1.5( ) 258. 24. 30. 24. 54. 11. 64. S. 158. 85. ' 2.9( ) 4.8(0) 2.1( ) 3.7(0) 3.5( ) 2.8(0) 3.5( ) .8( ) 1.2( ) 9.3(0) 530. 283. 44. 44. 24. 68. 26. 471. 748. 24. 5.4( ) 3.1( ) 7.9(0) 2.0( ) 4.1(0) 1.7( ) 10.5(S) 2.4( ) 6.4( ) .3(0) ' 11. 44. 24. 205. .5(0) 4.8(0) 1.6(0) .3(S) 1 30. 41. 23. 11. 11. 46. 16. 65. 4. 11. 12. ' 5( ) 12.5(0) 6.5(0) 3;3(0) 3.0( ) 3.6(S) 1.7( ) .8(0) 2.4(S) 7.3(S) 11. 12. 88. 119. 2. 7. 2. 24. 66. 131. 5.4(0) 5.2(S) 2.4( ) 2.8( ) .2( ) 1.2( ) 2.6(0) .7(0) 2.6( ) 4.1( ) ' 3. 19. 183. 17. 315. 377. 307. 38. 5. 12. .5( ) 4.7(0) 4.8( ) 5.7(S) 3.6( ) 3.4(S) 33.3(S) .6( ) 8.0(S) 1.0( ) 12. 29. 32. 26. 87. 534. 383. 247. 224. 8. ' 9( ) .7( ) 72.4(S) 1.9( ) 2.7( ) 5.0( ) 33.1(S) 4.3(S) 1.5(S) 5.8(S) 26. 54. 46. 6. 46. 6. 5. 38. 6. 20. 1.6( ) 23.3(S) 2.0( ) 20.9(S) 5.2(S) .9( ) 7.5(S) 2.9( ) .7(0) 1.5( ) ' 279. 24. 30. 24. 54. 11. 65. 5. 143. 85. 3.0( ) 4.9(0) 2.1( ) 3.7(0) 3.5( ) 2.9(0) 3.5( ) .8( ) 1.1( ) 9.7(0) 521. 300. 44. 44. 24. 68. 26. 473. 737. 24. ' 5.3( ) 3.2( ) 7.9(0) 2.0( ) 4.2(0) 1.7( ) 10.6(S) 2.4( ) 6.4( ) .2(0) 11. 44. 24. 229. .4(0) 4.7(0) 1.6(0) .3(S) ' 1 35. 36. 23. 11. 11.: 46. 16. 65. 4. 11. 12. NZ N3 ' .5( ) 12.8(0) 6.6(0) 3.3(0) 3.0( ) 3.6(S) 1.7( ) .8(0) 2.5(S) 7.4(S) ' 11. 5.5(0) 12. 5.4(S) 88. 2.4( ) 119.: 2.8( ) 2. .2( ) 4. .9( ) 2. 2.6(0) 24. .6(0) 60. 2.5( ) 128. 4.1( ) 3. 19. 175. 17. 288. 331. 311. 33. 5. 11. .5( ) 4.7(0) 4.7( ) 5.8(S) 3.5( ) 3.1(S) 33.8(S) .6( ) 8.2(S) .9( ) 11. 26.' 33. 22., 81. 525. 409. 264. 240. 8. .8( ) .6( ) 73.5(S) 1.8( ) 2.7( ) 5.0( ) 34.3(S) 5.2(S) 1.6(S) 5.9(S) 23. 55. 43. 6. 46. 6. 5. 36. 6. 19. 1.5( ) 23.7(S) 1.9( ) 21.8(S) 5.4(S) .9( ) 7.8(S) 2.8( ) .7(0) 1.5( ) 296. 24. 30. 24. 54. 11. 65. 5. 130. 85. 3.1( ) 5.0(0) 2.1( ) 3.7(0) 3.5( ) 2.9(0) 3.5( ) .8( ) 1.1( ) 10.1(0) ' 515. 317. 44. 44. 24. 68. 26. 479. 726. 24. 5.3( ) 3.3( ) 7.9(0) 2.0( ) 4.2(0) 1.7( ) 10.7(S) 2.4( ) 6.3( ) .1(0) 11. 44. 24. 246. .4(0) 4.7(0) 1.6(0) .4(S) 1 40. 32. 23. 11. 11. 46. 16. 65. 4. 11. 12. .5( ) 13.1(0) 6.7(0) 3.4(0) 3.0( ) 3.6(S) 1.7( ) .8(0) 2.4(S) 7.6(S) 11. 12. 89. 118. 2. 4. 2. 24. 55. 127. 5.6(0) 5.5(S) 2.4( ) 2.8( ) .2( ) .8( ) 2.6(0) .5(0) 2.4( ) 4.1( ) 2. 19. 170. 17. 270. 300. 313. 30. 5. 10. ' 4( ) 4.8(0) 4.1( ) 5.9(S) 3.4( ) 2.8(S) 33.9(S) .5( ) 8.4(S) .9( ) 10. 23. 33. 20., 77. 516. 429. 282. 265. 8: .8( ) .6( ) 74.4(S) 1.8( ) 2.7( ) 4.9( ) 35.2(S) 6.2(S) 1.8(S) 6.0(S) ' 21. 55. 39. 6. 46. 6. 5. 34. 6. 18. 1.4( ) 24.0(S) 1.8( ) 22.6(S) 5.6(S) .9( ) 8.0(S) 2.8( ) .7(0) 1.5( ) 306. 24. 30. 24. 54. 11. 65. 5. 118. 85. ' 3.1( ) 5.0(0) 2.1( ) 3.7(0) 3.5( ) 2.9(0) 3.5( ) .8( ) 1.0( ) 10.4(0) 513. 329. 44. 44. 24. 68. 26. 487. 718. 17. 5.3( ) 3.3( ) 7.9(0) 2.0( ) 4.2(0) 1.7( ) 10.8(S) 2.4( ) 6.3( ) 1.3( ) ' 11. 44. 24. 260. AM 4.6(0) 1.5(0) .4(S) 1 45. 29. 23. 11. 11. 46. 16. 65. 4. 11. 12. ' S( ) 13.3(0) 6.8(0) 3.4(0) 3.0( ) 3.6(S) 1.7( ) .8(0) 2.4(S) 7.7(S) 11. 12. 89. 118.E 2. 3. 2. 24. 50. 126. 5.7(0) 5.6(S) 2.4( ) 2.8( ) .2( ) .7( ) 2.6(0) .3(0) 2.2( ) 4.1( ) 2. 19. 155. 17., 256. 277. 312. 27. S. 9. .4( ) 4.8(0) 3.6( ) 6.0(S) 3.3( ) 2.7(S) 33.9(S) .5( ) 8.5(S) .8( ) 9. 22. 33. 18.1 73. 506. 475. 302. 287. 8. ' .7( ) .6( ) 75.3(S) 1.8( ) 2.6( ) 4.9( ) 35.8(S) 7.3(S) 1.9(S) 6.1(S) 19. 56. 37. 6. 46. 6. 5. 33. 6. 17. 1.4( ) 24.2(S) 1.7( ) 23.3(S) 5.8(S) .9( ) 8.1(S) 2.8( ) .7(0) 1.5( ) 306. 24. 30. 24.. 54. 11. 65. 5. 108. 85. 3.1( ) 5.0(0) 2.2( ) 3.7(0) 3.5( ) 2.9(0) 3.5( ) .8( ) 1.0( ) 10.6(0) 513. 333. 44. 44. 24. 68. 26. 494. 713. 0. ' 5.3( ) 3.4( ) 7.9(0) 2.0( ) 4.2(0) 1.7( ) 10.9(S) 2.4( ) 6.3( ) .0( ) 11. 44. 24. 274., .3(0) 4.5(0) 1.5(0) .5(S) ' 1 50. 27. 23. 11. 11. 46. 16. 65. 4. 11. 12. .5( ) 13.5(0) 6.9(0) 3.5(0) 3.0( ) 3.6(S) 1.7( ) .8(0) 2.4(S) 7.8(S) ' 11. 5.8(0) 12. 5.7(S) 89. 2.4( ) 117., 2.7( ) 2. .2( ) 3. .7( ) 2. 2.6(0) 24. .2(0) 46. 2.1( ) 125. 4.1( ) 2. 19. 149. 17.` 241. 260. 310. 25. 5. S. M ) 4.8(0) 3.4( ) 6.6(S) 3.2( ) 2.5(S) 33.7(S) .5( ) 8.7(S) .8( ) ' 8. 20. 34. 16. 70. 496. 516. 324. 308. 8. .7( ) .6( ) 76.1(S) 1.7( ) 2.6( ) 4.8( ) 36.1(S) 8.6(S) 2.0(S) 6.2(S) 17. 1.3( ) 56. 24.4(S) 34. 1.6( ) 7. 24.0(S) 46. 5.9(S) 6. .9( ) 5. 8.3(S) 31. 2.8( ) 6. .8(0) 16. 1.5( ) 316. 24. 30. 24. 55. 11. 65. 5. 99. 85. 3:2( ) 5.0(0) 2.2( ) 3.6(0) 3.5( ) 2.9(0) 3.5( ) .8( ) 1.0( ) 10.7(0) ' 515. 337. 44. 44.' 24. 68. 26. 499. 711. 10. 5.3( ) 3.4( ) 7.9(0) 2.0( ) 4.2(0) 1.7( ) 10.9(S) 2.4( ) 6.3( ) .9( ) 11. 44. 24. 293. 3(0) 4.4(0) 1.4(0) .7(S) 1 55. 24. 23. 11. 11. 46. 16. 65. 4. 11. 12. M ) 13.6(0) 7.0(0) 3.5(0) 3.0( ) 3.6(S) 1.7( ) .8(0) 2.4(S) 7.9(S) ' 11. 12. 89. 117.1; 2. 3. 2. 24. 42. 123. 5.9(0) 5.8(S) 2.4( ) 2J( ) .2( ) .7( ) 2.6(0) .0(0) 2.0( ) 4.1( ) 2. 19. 146. 17. 228. 245. 308. 23. S. 7. ' A( ) 4.7(0) 3.4( ) 6.1(S) 3.1( ) 2.4(S) 33.4(S) .5( ) 8.8(S) .8( ) 7. 19. 34. 14. 67. 485. 519. 369. 342. 8. .7( ) .5( ) 76.8(S) 1.7( ) 2.6( ) 4.8( ) 36.1(S) 9.8(S) 2.2(S) 6.3(S) ' 16. 57. 32: 7. 46. 7. 5. 30. 6. 15. 1.2( ) 24.5(S) 1.6( ) 24.7(S) 6.1(S) 1.0( ) 8.5(S) 2.8( ) .8(0) 1.5( ) 333. 24. 31. 24. 55. 11. 66. S. 91. 85. ' 3.3( ) 5.0(0) 2.2( ) 3.6(0) 3.5( ) 2.9(0) 3.5( ) .8( ) .9( ) 10.8(0) 517. 349. 44. 44. 24. 68. 26. 503. 710. 1. 5.3( ) 3.4( ) 7.8(0) 2.0( ) 4.2(0) 1.7( ) 10.9(S) 2.4( ) 6.3( ) .2( ) ' 11. 44. 24. 313. .2(0) 4.3(0) 1.3(0) .9(S) 2 0. 22. 23. 11. 11. 46. 16. 65. 4. 11. 12. ' 4( ) 13.7(0) 7.0(0) 3.5(0) 3.0( ) 3.6(S) 1.7( ) .8(0) 2.4(S) 8.0(S) 11. 12. 89. 116.. 1. 2. 2. 4. 38. 122. 6.0(0) 5.8(S) 2.4( ) 2.7( ) .2( ) M ) 2.7(0) .6( ) 2.0( ) 4.1( ) ' 1. 19. 142. 17. 218. 232. 304. 21. 5. 7. M ) 4.7(0) 3.3( ) 6.1(S) 3.0( ) 2.3(S) 33.0(S) .5( ) 8.9(S) M ) 7. 16. 34. 13. 65. 474. 512. 408. 386. ' 8. 6( ) .5( ) 773(S) 1.6( ) 2.6( ) 4.7( ) 36.1(S) 10.6(S) 2.4(S) 6.4(S) 14' 57. 30. 7.: 47. 7. 7. 29. 6. 14. 1.2( ) 24.6(S) 1.5( ) 25.4(5) 6.3(S) 1.0( ) 8.6(S) 2.8( ) .8(0) 1.4( ) ' 352. 24. 31. 24. 55. 11. 66. 5. 83. 85. 3.3( ) 5.0(0) 2.3( ) 3.6(0) 3.5( ) 2.9(0) 3.5( ) .8( ) .9( ) 10.8(0) 520. 366. 44. 44.: 24. 68. 26. 511. 711. 7. ' 5.3( ) 3.5( ) 7.7(0) 2.0( ) 4.1(0) 1.7( ) 10.9(S) 2.4( ) 63( ) .8( ) 11. 44. 24. 337. .2(0) 4.1(0) 1.2(0) 1.2(S) ' 2 5. 20. 23. 11. 11.1 46. 16. 65. 4. 11. 12. IN 2 10. .1 7 ' 2 20 .4( ) 13.8(0) 7.1(0) 3.5(0) 3.0( ) 3.6(S) 1.7( ) .8(0) 2.3(S) 8.0(S) 11. 12. 89. 116.. 1. 2. 2. 1. 35. 121. 6.0(0) 5.9(S) 2.4( ) 2.7( ) .1( ) .6( ) 2.7(0) .2( ) 1.9( ) 4.1( ) 1. 19. 137. 17.: 209. 221. 300. 19. 5. 6. .3( ) 4.7(0) 3.2( ) 6.1(S) 2.9( ) 2.2(S) 32.6(S) .4( ) 9.0(S) .7( ) 6. 14. 35. 12. 63. 462. 501. 420. 414. 8. .6( ) .5( ) 77.7(S) 1.6( ) 2.6( ) 4.7( ) 36.0(S) 11.3(S) 2.5(S) 6.4(S) 13. 57. 28. 8. 47. 7. 8. 28. 6. 13. 1.1( ) 24.6(S) 1.5( ) 26.0(S) 6.4(S) 1.0( ) 8.7(S) 2.7( ) .8(0) 1.4( ) 376. 24. 31. 24. 55. 11. 66. 6. 76. 85. 3.4( ) 4.9(0) 2.4( ) 3.5(0) 3.5( ) 2.9(0) 3.5( ) .9( ) .9( ) 10.7(0) 524. 386. 44. 44. 24. 68. 26. 523. 712. 1. 5.4( ) 3.6( ) 7.7(0) 2.0( ) 4.1(0) 1.7( ) 10.9(S) 2.4( ) 6.3( ) .3( ) 11. 44. 24. 364. .1(0) 4.0(0) 1.1(0) 1.6(S) 17. 23. 11. 11. 46. 16. 65. 4. 11. 12. .4( ) 13.9(0) 7.1(0) 3.5(0) 3.0( ) 3.5(S) 1.7( ) .8(0) 2.3(S) 8.1(S) 11. 12. 89. 116.. 1. 2. 2. 3. 32. 120. 6.0(0) 5.9(S) 2.4( ) 2.7( ) .1( ) .5( ) 2.7(0) .5( ) 1.8( ) 4.1( ) 1. 19. 132. 17. 200. 211. 296. 17. 5. 5. .3( ) 4.6(0) 3.1( ) 6.1(S) 2.9( ) 2.1(S) 32.1(S) .4( ) 9.1(S) .6( ) 5. 11. 35. 11. 60. 450. 489. 428. 426. 8. .6( ) .4( ) 77.9(S) 1.3( ) 2.6( ) 4.6( ) 35.9(S) 11.8(S) 2.5(S) 6.5(S) 12. 57. 26. 8. 47. 8. 9. 27. 6. 12. 1.1( ) 24.6(S) 1.4( ) 26.6(S) 6.5(S) 1.1( ) 8.8(S) 2.7( ) .8(0) 1.4( ) 395. 24. 31. 24. 55. 11. 66. 7. 69. 85. 3.5( ) 4.9(0) 2.5( ) 3.4(0) 3.5( ) 2.9(0) 3.5( ) .9( ) .9( ) 10.7(0) 531. 406. 44. 44. 24. 68. 26. 537. 715. 5. 5.4( ) 3.6( ) 7.5(0) 2.0( ) 4.0(0) 1.7( ) 10.8(S) 2.5( ) 6.3( ) .6( ) 11. 44. 24. 379. AM 3.8(0) 1.0(0) 2.0(S) 15. 23. 11. 11. 46. 16. 65. 4. 11. 12. .4( ) 14.0(0) 7.2(0) 3.5(0) 3.0( ) 3.5(S) 1.7( ) .8(0) 2.3(S) 8.1(S) 11. 12. 89. 115.' 1. 1. 2. 0. 29. 119. 6.1(0) 6.0(S) 2.4( ) 2.7( ) .1( ) .4( ) 2.7(0) .2( ) 1.7( ) 4.0( ) 1. 19. 129. 17.: 191. 201. 291. 15. 5. S. .3( ) 4.5(0) 3.1( ) 6.1(S) 2.8( ) 2.0(S) 31.6(S) .4( ) 9.2(S) .6( ) 5. 9. 35. 7., 57. 438. 476. 435. 433. 8. .5( ) .4( ) 78.1(S) .9( ) 2.5( ) 4.6( ) 35.8(S) 12.1(S) 2.5(S) 6.5(S) 11. 57. 24. 8. 47. 8. 9. 26. 6. 12. 1.0( ) 24.5(S) 1.3( ) 27.2(S) 6.7(S) 1.1( ) 8.8(S) 2.7( ) .8(0) 1.4( ) 408. 24. 31. 24. 56. 11. 67. 8. 63. 85. 3.6( ) 4.8(0) 2.6( ) 3.4(0) 3.5( ) 2.9(0) 3.5( ) 1.0( ) .8( ) 10.5(0) 540. 421. 44. 44. 24. 68. 26. 553. 719. 1. 5.4( ) 3.7( ) 7.4(0) 2.0( ) 4.0(0) 1.7( ) 10.7(S) 2.5( ) 6.3( ) .3( ) 11. 44. 24. 393. .0(0) 3.7(0) .9(0) 2.3(S) 14. 23. 11. 11. 46. 16. 65. 4. 11. 12. 45 N/v ' .4( ) 14.0(0) 7.2(0) 3.5(0) 3.0( ) 3.5(S) 1.7( ) .7(0) 2.2(S) 8.1(S) ' 11. 6.1(0) 12. 6.0(S) 89. 2.4( ) 115. 2.7( ) 0. .1( ) 1. .4( ) 2. 2.6(0) 2. .4( ) 27. 1.6( ) 118. 4.0( ) 1. 19. 126. 17.' 184. 193. 286. 13. 5. 5. .3( ) 4.5(0) 3.0( ) 6.1(S) 2.8( ) 2.0(S) 31.0(S) .4( ) 9.2(S) .6( ) ' 4. 8. 35. 6.; 54. 426. 463. 439. 438. 8. .5( ) .3( ) 78.2(S) .8( ) 2.5( ) 4.5( ) 35.8(S) 12.3(S) 2.5(S) 6.5(S) ' 10. 1.0( ) 57. 24.5(S) 22. 1.3( ) 9. 27.8(S) 47. 6.8(S) 8. 1.1( ) 10. 8.9(S) 25. 2.7( ) 6. .8(0) 11. 1.4( ) 419. 24. 32. 24.1 56. 11. 67. 9. 58. 85. 3.6( ) 4.7(0) 2.6( ) 3.3(0) 3.5( ) 2.9(0) 3.5( ) 1.0( ) 8( ) 10.4(0) ' 551. 429. 44. 44. 24. 68. 26. 567. 726. 4. 5.5( ) 3.7( ) 7.3(0) 2.0( ) 3.9(0) 1.7() 10.7(S) 2.5( ) 6.3( ) .5( ) 3. 44. 24. 405. .6( ) 3.5(0) .8(0) 2.5(S) 2 25. 12. 2.3. 11. 11. 46. 16. 65. 4. 11. 12. .3( ) 14.0(o) 7.2(0) 3.5(0) 3.0( ) 3.4(S) 1.7( ) .7(0) 2.2(S) 8.1(S) 11. 12. 89. 115. 0. 1. 2. 0. 24. 117. 6.1(0) 6.0(S) 2.4( ) 2.7( ) .1( ) .4( ) 2.6(0) .2( ) 1.5( ) 4.0( ) 1. 19. 124. 17. 177. 185. 281. 12. 5. 4. ' 3( ) 4.4(0) 3.0( ) 6.0(S) 2.7( ) 1.9(S) 30.4(S) .4( ) 9.3(S) .5( ) 4. 7. 35. 5. 52. 415. 451. 441. 441. 8. .5( ) .3( ) 78.2(S) .7( ) 2.5( ) 4.5( ) 35.7(S) 12.5(S) 2.5(S) 6.5(S) 9. 56. 20. 9. 47. 9. 10. 25. 6. 10. .9( ) 24.4(S) 1.2( ) 28.3(S) 6.9(S) 1.1( ) 8.9(S) 2.7( ) .8(0) 1.4( ) 428. 24. 32. 24. 56. 11. 67. 9. 53. 85. ' 3.6( ) 4.7(0) 2.6( ) 3.2(0) 3.5( ) 2.8(0) 3.5( ) 1.1( ) .8( ) 10.2(0) 561. 434. 44. 44. 24. 68. 26. 577. 735. 1. 5.5( ) 3.7( ) 7.1(0) 2.0( ) 3.8(0) 1.7( ) 10.6(S) 2.5( ) 6.4( ) .3( ) ' 2. 44. 24. 413. .4( ) 3.3(0) .6(0) 2.8(S) 2 30. 11. 23. 11. 11. 46. 15. 65. 4. 11. 12. 3( ) 14.0(0) 7.2(0) 3.4(0) 3.0( ) 3.4(S) 1.7( ) .7(0) 2.1(S) 8.1(S) 11. 12. 89. 114.' 0. 1. 2. 1. 22. 116. 6.1(0) 6.0(S) 2.4( ) 2.7( ) .1( ) .3( ) 2.6(0) .3( ) 1.5( ) 4.0( ) ' 1. 19. 122. 17. 172. 179. 275. 11. 5. 4. .2( ) 4.3(0) 2.9( ) 6.0(S) 2.7( ) 1.9(S) 29.8(S) .4( ) 9.3(S) .5( ) 4. 6. 35. 4. 50. 404. 439. 441. 442. 8. ' S( ) .3( ) 78.2(S) .6( ) 2.5( ) 4.4( ) 35.6(S) 12.5(S) 2.6(S) 6.5(S) 8. 56. 19. 9.t 47. 9. 10. 24. 6. 10. .9( ) 24.3(S) 1.2( ) 28.8(S) 7.0(S) 1.1( ) 9.0(S) 2.7( ) .8(0) 1.4( ) ' 434. 24. 32. 24.i 56. 11. 67. 10. 48. 85. 3.6( ) 4.6(0) 2.6( ) 3.1(0) 3.5( ) 2.8(0) 3.5( ) 1.1( ) .7( ) 9.9(0) 571. 440, 44, 44.: 24. 68. 26. 585. 744. 3. 5.6( ) 3.8( ) 7.0(0) 2.0( ) 3.7(0) 1.7( ) 10.5(S) 2.6( ) 6.4( ) .5( ) 3. 44. 24. 419. .5( ) 3.1(0) .5(0) 2.9(S) 2 35. 10. 23. 11. 11. 46. 15. 65. 4. 11. 12. .3( ) 14.0(0) 7.2(0) 3.4(0) 3.0( ) 3.3(S) 1.7( ) .7(0) 2.0(S) 8.1(S) ' 11. 6.1(0) 12. 6.1(S) 88. 2.4( ) 114. 2.7( ) 0. .1( ) 1. .3( ) 2. 2.6(0) 0. .2( ) 20. 1.4( ) 116. 4.0( ) 1. 19. 120. 17., 167. 173. 270. 10. 5. 3. .2( ) 4.2(0) 2.9( ) 5.9(S) 2.6( ) 1.8(S) 29.3(S) .3(') 9.4(S) .5( ) ' 3. 5. 35. 3. 48. 393. 435. 441. 441. B. .5( ) .3( ) 78.2(S) .6( ) 2.5( ) 4.3( ) 35.5(S) 12.5(S) 2.6(S) 6.5(S) 7. 56. 18. 9. 47. 9. 11. 23. 6. 9. ' 8( ) 24.1(S) 1.1( ) 29.3(S) 7.1(S) 1.2( ) 9.0(S) 2.7( ) .8(0) 1.4( ) 438. 24. 33. 24. 57. 11. 67. 10. 44. 85. 3.7( ) 4.5(0) 2.7( ) 3.0(0) 3.5( ) 2.8(0) 3.5( ) 1.2( ) .7( ) 9.7(0) ' 580. 445. 44. 44. 24. 68. 26. 592. 753. 1. 5.6( ) 3.8( ) 6.8(0) 2.0( ) 3.7(0) 1.7() 10.4(S) 2.6( ) 6.4( ) .3( ) 2. 44. 24. 423. ' .4( ) 2.9(0) AM 3.1(S) 2 40. 9. 23. 11. 11.. 46. 15. 65. 4. 11. 12. _ .3( ) 13.9(0) 7.2(0) 3.4(0) 3.0( ) 3.2(S) 1.7( ) .7(0) 2.0(S) 8.1(S) 11. 12. 88. 114. 0. 1. 2. 1. 19. 115. 6.1(0) 6.1(S) 2.4( ) 2.7( ) .1( ) .3( ) 2.6(0) .3( ) 1.3( ) 4.0( ) 0. 19. 119. 17. 164. 169. 264. 9. 5. 3. ' .2( ) 4.1(0) 2.9( ) 5.9(S) 2.6( ) 1.8(S) 28.7(S) .3( ) 9.4(S) .5( ) 3. 5. 35. 3. 47. 383. 432. 440. 441. 8. .4( ) .2( ) 78.2(S) .6( ) 2.5( ) 4.3( ) 35.4(S) 12.4(S) 2.6(S) 6.5(S) ' 7. 55. 17. 10. 47. 9. 11. 23. 6. 9. .8( ) 24.0(S) 1.1( ) 29.8(S) 7.2(S) 1.2( ) 9.0(S) 2.7( ) .8(0) 1.3( ) 441. 24. 33. 24. 57. 11. 68. 10. 40. 85. ' 3.7( ) 4.4(0) 2.7( ) 2.9(0) 3.5( ) 2.7(0) 3.5( ) 1.2( ) .7( ) 9.4(0) 588. 448. 44. 44. 24. 68. 26. 597. 762. 2. 5.7( ) 3.8( ) 6.6(0) 2.0( ) 3.6(0) 1.7() 10.3(S) 2.6( ) 6.5( ) .4( ) ' 2. 44. 24. 427. .5( ) 2.7(0) .2(0) 3.2(S) 2 45. 8. 23. 11. 11. 46. 15. 65. 4. 11. 12. ' 3( ) 13.9(0) 7.2(0) 3.4(0) 3.0( ) 3.2(S) 1.7( ) .7(0) 1.9(S) 8.1(S) 11. 12. 88. 114. 0. 0. 2. 0. 17. 115. 6.1(0) 6.0(S) 2.4( ) 2.7( ) .1( ) .3( ) 2.6(0) .2( ) 1.3( ) 4.0( ) ' 0. 19. 118. 17. 161. 165. 259. 8. 5. 3. .2( ) 4.0(0) 2.9( ) 5.8(S) 2.6( ) 1.8(S) 28.1(S) .3( ) 9.4(S) .5( ) 3. 4. 35. 3.. 46. 373. 428. 439. 440. 8. ' 4( ) .2( ) 78.1(S) .5( > 2.4( ) 4.2( ) 35.1(S) 12.3(S) 2.5(S) 6.5(S) 6. 55. 16. 10.; 47. 10. 11. 23. 6. 8. .8( ) 23.8(S) 1.1( ) 30.2(S) 7.3(S) 1.2( ) 9.0(S) 2.6( ) .8(0) 1.3( ) ' 443. 24. 33. 24. 57. 11. 68. 11. 37. 85. 3.7( ) 4.3(0) 2.7( ) 2.8(0) 3.5( ) 2.7(0) 3.5( ) 1.2( ) .7( ) 9.0(0) 594. 450. 44. 44. 24. 68. 25. 601. 769. 1. 5.7( ) 3.8( ) 6.4(0) 2.0( ) 3.5(0) 1.7( ) 10.1(S) 2.6( ) 6.5( ) .3( ) 2. 44. 24. 430. .4( ) 2.5(0) AM 3.3(S) ' 2 50. 8. 23. 11. 11. 46. 15. 65. 4. 11. 12. H'i .3( ) 13.8(0) 7.2(0) 3.3(0) 3.0( ) 3.1(S) 1.7( ) .7(0) 1.9(S) 8.1(S) 11. 12. 88. 113., 0. 0. 2. 1. 16. 115. 6.1(0) 6.0(S) 2.4( ) 2.7( ) .1( ) .3( > 2.6(0) .2( ) 1.2( ) 4.0( ) 0. 19. 118. 17.; 158. 162. 253. 7. 5. 3. .2( ) 3.9(0) 2.9( ) 5.8(S) 2.6( ) 1.7(S) 27.5(S) .3( ) 9.4(S) M ) ' 3. 4. 35. 2., 45. 364. 422. 437. 438. 8. .4( ) .2( ) 78.1(S) .5( ) 2.4( ) 4.2( ) 34.9(S) 12.2(S) 2.5(S) 6.5(S) 6. 55. 15. 10. 48. 10. 11. 22. 6. S. 7( ) 23.6(S) 1.0( ) 30.7(S) 7.3(S) 1.2( ) 9.0(S) 2.6( ) .8(0) 1.3( ) 444. 24. 34. 24. 58. 11. 68. 11. 34. 85. 3.7( ) 4.1(0) 2.7( ) 2.7(0) 3.5( ) 2.7(0) 3.5( ) 1.2( ) .6( ) 8.7(0) ' 599. 451. 44. 44. 24. 68. 25. 601. 775. 2. 5.7( ) 3.8( ) 6.2(0) 2.0( ) 3.4(0) 1.7( ) 10.0(S) 2.6( ) 6.5( ) M ) 2. 44. 13. 432. ' .5( ) 2.3(0) 1.1( ) 3.4(S) 2 55. 7. 23. 11. 11.1 46. 15. 65. 4. 11. 12. .3( ) 13.8(0) 7.2(0) 3.3(0) 3.0( ) 3.0(S) 1.7( ) .6(0) 1.8(S) 8.1(S) 11. 12. 88. 113.. 0. 0. 2. 0. 15. 114. 6.0(0) 6.0(S) 2.4( ) 2.7( ) .0( ) .2( ) 2.6(0) .2( ) 1.2( ) 4.0( ) 0. 19. 117. 17., 156. 159. 248. 7. 5. 3. ' .2( ) 3.8(0) 2.9( ) 5.7(S) 2.5( ) 1.7(S) 26.9(S) .3( ) 9.5(S) AC ) 3. 4. 35. 2. 45. 355. 417. 435. 436. 8. M ) .2( ) 78.0(S) .5( ) 2.4( ) 4.1( ) 34.6(S) 12.1(S) 2.5(S) 6.5(S) 5. 54. 14. ' 10. 48. 10. 11. 22. 6. 7. M ) 23.5(S) 1.0( ) 31.1(S) 7.4(s) 1.2( ) 9.0(S) 2.6( ) .8(0) 1.3( ) 445. 24. 34. 24. 58. 11. 69. 11. 32. 85. ' 3.7( ) 4.0(0) 2.7( ) 2.6(0) 3.5( ) 2.6(0) 3.5( ) 1.2( ) .6( ) 8.4(0) 602. 451. 44. 44., 24. 68. 25. 595. 780. 1. 5.7( ) 3.8( ) 6.1(0) 2.0( ) 3.3(0) 1.7( ) 9.9(S) 2.6( ) 6.6( ) .3( ) ' 2. 44. 0. 433. M ) 2.0(0) .0( ) 3.4(S) 3 0. 6. 23. 11. 11. 46. 15. 65. 4. 11. 12. ' 13( ) 13.7(0) 7.2(0) 3.2(0) 3.0( ) 3.0(S) 1.7( ) .6(0) 1.7(S) 8.0(S) 11. 12. 88. M.. 0. 0. 2. 0. 13. 114. 6.0(0) 6.0(S) 2.4( ) 2.7( ) .0( ) .2( ) 2.6(0) .2( ) 1.1( ) 4.0( ) ' 0. 19. 116. 17. 154. 156. 243. 6. 5. 2. .2( ) 3.7(0) 2.8( ) 5.6(S) 2.5( ) 1.7(S) 26.4(S) .3( ) 9.5(S) M ) 2. 3. 35. 2. 44. 347. 411. 433. 434. 8. 4( ) .2( ) 77.9(S) M ) 2.4( ) 4.1( ) 34.4(S) 12.0(S) 2.5(S) 6.4(S) 5. 54. 14. 10. 48. 10. 11. 21. 6. 7. M ) 23.3(S) 1.0( ) 31.5(S) 7.5(S) 1.3( ) 9.0(S) 2.6( ) .8(0) 1.3( ) 445. 24. 34. 24. 58. 11. 69. 11. 29. 85. ' 3.7( ) 3.9(0) 2.7( ) 2.5(0) 3.5( ) 2.6(0) 3.5( ) 1.2( ) .6( ) 8.0(0) 601. 451. 44. 44.: 24. 68. 25. 591. 782. 1. 5.7( ) 3.8( ) 5.8(0) 2.0( ) 3.2(0) 1.7( ) 9.8(S) 2.6( ) 6.6( ) .3( ) 2. 44. 5. 433. .4( ) 1.8(0) M ) 3.4(S) ' 3 5. 6. 23. 11. 11. 46. 15. 65. 4. 11. 12. NS ' 3( 13.6(0) 7.2(0) 3.2(0) 3.0( 2.9(S) 1.7( ) ) ) .6(0) 1.7(S) 8.0(S) 11. 12.. 88. 113. 0. 0. 2. 0. 12. 114. ' 6.0(0) 6.0(S) 2.4( ) 2.7( ) .0( ) .2( ) 2.6(0) .2( ) 1.1( ) 4.0( ) 0. 19. 116. 17. 152. 154. 238. 6. 5. 2. .2( ) 3.6(0) 2.8( ) 5.5(S) 2.5( ) 1.7(S) 25.9(S) .3( ) 9.5(S) M ) 2. 3. 35. 2., 43. 339. 404. 430. 431. 8. M ) .2( ) 77.8(S) .4( ) 2.4( ) 4.1( ) 34.1(S) 11.8(S) 2.5(S) 6.4(S) 4. 53. 13. 11.' 48. 11. 11. 21. 6. 7. ' .6( ) 23.1(S) .9( ) 32.0(S) 7.5(S) 1.3( ) 9.0(S) 2.6( ) .8(0) 1.3( ) 444. 24. 34. 24.. 58. 11. 69. 11. 27. 85. 3.7( ) 3.8(0) 2.7( ) 2.3(0) 3.5( ) 2.5(0) 3.5( ) 1.2( ) .6( ) 7.6(o) ' 600. 450. 44. 44. 24. 68. 25. 588. 783. 1. 5.7( ) 3.8( ) 5.6(0) 2.0( ) 3.1(0) 1.7( ) 9.6(S) 2.6( ) 6.6( ) .3( ) 1. 44. 1. 433. 'M ) 1.6(0) .2( ) 3A(S) 3 10. 6. 23. 11. 11. 46. 15. 64. 4. 11. 12. .2( ) 13.5(0) 7.1(0) 3.1(0) 3.0( ) 2.8(S) 1.7( ) .6(0) 1.6(S) 8.0(S) ' 11. 12. 88. 113. 0. 0. 2. 0. 12. 114. 5.9(o) 6.0(S) 2.4( ) 2.7( ) .0( ) .2( ) 2.6(0) .2( ) 1.0( ) 4.0( ) 0. 19. 115. 17. 150. 152. 233. 5. 5. 2. ' .1( ) 3.5(0) 2.8( ) 5.5(S) 2.5( ) 1.7(S) 25 3(S) 3( ) 9.5(S) M ) 2. 3. 35. 2. 43. 332. 398. 426. 428. 8. M ) .2O 77.7(S) 4( ) 2.4( ) 4.0( ) 33.8(S) 11.6(S) 2.5(S) 6.4(S) 4. 53. 12. 11. 48. 11. 11. 21. 6. 6. ' .6( ) 22.9(S) .9( ) 32.4(S) 7.6(S) 1 3(.) 9.0(S) 2.6( ) .7(0) 1.3( ) 444. 24. 35. 24. 59. 11. 70. 11. 25. 85. 3.7( ) 3.7(0) 2.7( ) 2.2(0) 3.5( ) 2.5(0) 3.5( ) 1.2( ) .6( ) 7.2(0) 598. 449. 44. 44. 24. 68. 25. 586. 782. 1. 5.7( ) 3.8( ) 5.4(0) 2.0( ) 3.0(0) 1.7( ) 9.5(S) 2.6( ) 6.6( ) 3( ) 2. 44. 4. 433. M ) 1.3(0) .6( ) 3.4(S) 3 15. S. 23. 11. 11. 46. . 15. 64. 4. 11. 12. 2( ) 13.5(0) 7.1(0) 3.1(0) 3.0( ) 2.8(6) 1.7( ) .6(0) 1.5(S) 7.9(S) 11. 12. 88. 113. 0. 0. 2. 0. 11. 113. 5.9(0) 5.9(S) 2.4( ) 2.7( ) .0( ) .2( ) 2.6(0) .1( ) 1.0( ) 4.0( ) 0. 19. 115. 17. 149. 151. 229. 5. 5. 2. ' .1( ) 3.4(0) 2.8( ) 5.4(S) 2.5( ) 1.6(S) 24.9(S) .3( ) 9.5(S) M ) 2. 3. 34. 2. 42. 325. 391. 422. 424. 8. 3( ) .2( ) 77.5(S) M ) 2.4( ) 4.0( ) 33.4(S) 11.4(S) 2.5(S) 6.4(S) ' 4. 52. 12. 11., 48. 11. 10. 21. 6. 6. .6( ) 22.7(S) .9( ) 32.8(S) 7.7(S) 1.3( ) 9.0(S) 2.6( ) .7(0) 1.3( ) 442. 24. 35. 24.: 59. 11. 70. 11. 24. 85. ' 3.7( ) 3.5(0) 2.7( ) 2.1(0) 3.5( ) 2.4(0) 3.5( ) 1.2( ) .6( ) 6.8(0) 595. 448. 44. 44.' 24. 68. 25. 584. 780. 1. 5.7( ) 3.8( ) 5.2(0) 2.0( ) 2.9(0) 1.7( ) 9.4(S) 2.6( ) 6.6( ) .2( ) 1. 44. 1. 432. M ) 1.1(0) .3( ) 3.4(S) ' 3 20. 5. 23. 11. 11. 46. 15. 64. 4. 11. 12. 41 3.0(0) .2( ) 13.4(0) 7.1(0) 3.0( ) 2.7(S) 1.7( ) .5(0) 1.5(S) 7.9(S) 11. 12. 88. 112.: 0. 0. 2. 0. 10. 113. ' 5.9(0) 5.9(S) 2.4( ) 2.7( ) .0( ) .2( ) 2.5(0) .1( ) .9( ) 4.0( ) 0. 19. 114. 17.: 148. 149. 224. 5. 5. 2. .1( ) 3.3(0) 2.8( ) 5.3(S) 2.5( ) 1.6(S) 24.4(S) .3( ) 9.5(S) .4( ) ' 2. 2. 34. 1. 42. 318. 384. 418. 420. S. .3( ) .2( ) 77.4(S) .4( ) 2.4( ) 3.9( ) 33.1(S) 11.2(S) 2.5(S) 6.3(S) 4. 52. 11. 11.' 48. 11. 10. 20. 6. 6. ' .6( ) 22.5(S) .9( ) 33.2(S) 7.7(S) 1.3( ) 8.9(S) 2.6( ) .7(0) 1.3( ) 440. 24. 35. 24. 59. 11. 70. 10. 22. 85. 3.7( ) 3.4(0) 2.7( ) 2.0(0) 3.5( ) 2.4(0) 3.5( ) 1.2( ) .5( ) 6.4(0) 593. 446. 44. 44. 24. 68. 25. 582. 778. 1. 5.7( ) 3.8( ) 5.0(0) 2.0( ) 2.7(0) 1.7( ) 9.2(S) 2.5( ) 6.5( ) .3( ) 1. 44. 3. 430.' 'M ) .9(0) .5( ) 3.3(S) 3 25. 4. 23. 11. 11. 46. 15. 64. 4. 11. 12. .2( ) 13.3(0) 7.1(0) 3.0(0) 3.0( ) 2.6(S) 1.7( ) .5(0) 1.4(S) 7.8(S) .,' 11. 12. 88. 112. 0. 0. 2. 0. 9. 113. 5.8(0) 5.9(S) 2.4( ) 2.7( ) .0( ) .2( ) 2.5(0) .1( ) .9( ) 4.0( ) 0. 19. 114. 17. 146. 148. 220. 4. S. 2. .1( ) 3.2(0) 2.8( ) 5.2(S) 2.5( ) 1.6(S) 23.9(S) .2( ) 9.5(S) .3( ) 2. 2. 34. 1.. 42. 312. 377. 414. 416. 8. .3( ) .2( ) 77.2(S) M ) 2.4( ) 3.9( ) 32.8(S) 11.0(S) 2.5(S) 6.3(S) ' 3. 51. 11. 12. 48. 11. 10. 20. 6. 5. .5( ) 22.2(S) .9( ) 33.6(S) 7.7(S) 1.4( ) 8.9(S) 2.6( ) .7(0) 1.3( ) 438. 24. 35. 24.. 59. 11. 70. 10. 21. 85. ' 3.7( ) 3.3(0) 2.7( ) 1.9(0) 3.5( ) 2.3(0) 3.5( ) 1.2( ) .5( ) 5.9(0) 591. 444. 44. 44., 24. 68. 25. 580. 775. 1. 5.7( ) 3.8( ) 4.8(0) 2.0( ) 2.6(0) 1.7( ) 9.1(S) 2.5( ) 6.5( ) .2( ) 1. 44. 1. 428. M ) .6(0) .3( ) 3.3(S) 3 30. 4. 23. 11. 11.. 46. 14. 64. 4. 11. 12. ' 2( ) 13.2(0) 7.0(0) 2.9(0) 3.0( ) 2.5(S) 1.7( ) .5(0) 1.3(S) 7.8(S) 11. 12. 88. 112. 0. 0. 2. 0. 9. 113. 5.8(0) 5.9(S) 2.4( ) 2.7( ) .0( ) .2( ) 2.5(0) .1( ) .9( ) 4.0( ) 0. 19. 114. 17.. 145. 147. 217. 4. 5. 2. ' .1( ) 3.1(0) 2.8( ) 5.1(S) 2.4( ) 1.6(S) 23.5(S) .2( ) 9.5(S) .3( ) 2. 2. 34. 1. 41. 306. 371. 409. 411. 8. ' .3( ) .2( ) 77.1(S) .3( ) 2.4( ) 3.9( ) 32.5(S) 10.7(S) 2.5(S) 6.3(S) 3. 51. 10. 12., 48. 12. 10. 20. 6. 5. .5( ) 22.0(S) .8( ) 33.9(S) 7.8(S) 1.4( ) 8.9(8) 2.6( ) .7(0) 1.3( ) 435. 24. 36. 24.' 60. 11. 71. 10. 19. 85. ' 3.7( ) 3.1(0) 2.7( ) 1.7(0) 3.5( ) 2.3(0) 3.5( ) 1.2( ) .5( ) 5.5(0) 589. 441. 44. 44. 24. 68. 25. 577. 773. 1. ' 5.7( ) 3.8( ) 4.6(0) 2.0( ) 2.5(0) 1.7( ) 9.0(S) 2.5( ) 6.5( ) .2( ) 1. 44. 2. 425: .4( ) AM M ) 3.2(S) 3 35. 4. 23. 11. 11.' 46. 14. 64. 4. 11. 12. 5b ' 3 40. i Y' 3 45 ' 3 50. .2( ) 13.1(0) 7.0(0) 2.9(0) 3.0( ) 2.5(S) 1.7( ) .5(0) 1.3(S) 7.7(S) 11. 12. 88. 112. 0. 0. 2. 0. 8. 112. 5.7(0) 5.8(S) 2.4( ) 2.7( ) .0( ) .2( ) 2.5(0) .1( ) .8( ) 4.0( ) 0. 19. 113. 17.. 144. 145. 215. 4. 5. 2. .1( ) 3.0(0) 2.8( ) 5.0(S) 2.4( ) 1.6(S) 23.0(S) .2( ) 9.5(S) .3( ) 1. 2. 34. 1.. 41. 301. 364. 404. 407. 8. .3( ) .1( ) 76.9(S) .3( ) 2.4( ) 3.8( ) 32.2(S) 10.4(S) 2.4(S) 6.2(S) 3. 50. 10. 12. 48. 12. 10. 20. 6. 5. .5( ) 21.8(S) .8( ) 34.3(S) 7.8(S) 1.4( ) 8.9(S) 2.6( ) .7(0) 1.3( ) 432. 24. 36. 24. 60. 11. 71. 10. 18. 85. 3.6( ) 3.0(o) 2.7( ) 1.6(0) 3.5( ) 2.2(0) 3.5( ) 1.1( ) .5( ) 5.0(0) 586. 438. 44. 44. 24. 68. 25. 574. 770. 1. 5.7( ) 3.8( ) 4.3(0) 2.0( ) 2.4(0) 1.7( ) 8.8(S) 2.5( ) 6.5( ) .2( ) 1. 44. 1. 422. 3( ) .1(0) .3( ) 3.1(S) 4. 23. 11. 11. 46. 14. 64. 4. 11. 12. .2( ) 13.0(0) 7.0(0) 2.8(0) 3.0( ) 2.4(S) 1.6( ) .5(0) 1.2(S) 7.7(S) 11. 12. 87. 112. 0. 0. 2. 0. 8. 112. 5.7(0) 5.8(S) 2.4( ) 2.7( ) .0( ) .2( ) 2.5(0) .1( ) .8( ) 4.0( ) 0. 19. 113. W. 143. 144. 212. 4. 5. 1. .1( ) 2.8(o) 2.8( ) 4.9(S) 2.4( ) 1.6(S) 22.6(S) .2( ) 9.4(S) .3( ) 1. 2. 34. 1. 40. 296. 358. 397. 401. 8. .3( ) .1( ) 76.8(S) .3( ) 2.4( ) 3.8( ) 31.9(S) 10.2(S) 2.4(S) 6.2(S) 3. 50. 10. 12.' 48. 12. 9. 20. 6. 5 .5( ) 21.6(S) .8( ) 34.7(S) 7.8(S) 1.4( ) 8.9(S) 2.6( ) .7(0) 1.2( ) 428. 24. 36. 24. 60. 11. 71. 10. 17. 85. 3.6( ) 2.9(o) 2.7( ) 1.5(o) 3.5( ) 2.2(0) 3.5( ) 1.1( ) .5( ) 4.6(0) 582. 434. 44. 44. 24. 68. 25. 563. 767. 1. 5.6( ) 3.7( ) 4.1(0) 2.0( ) 2.3(0) 1.7( ) 8.7(S) 2.5( ) 6.5( ) .2( ) 1. 10. 2. 419. .3( ) .9( ) M ) 3.0(S) 3. 23. 11. 11.' 46. 14. 64. 4. 11. 12. .2( ) 12.8(0) 6.9(0) 2.8(0) 3.0( ) 2.3(S) 1.6( ) .4(0) 1.1(S) 7.6(S) 11. 12. 87. 112. 0. 0. 2. 0. 7. 112. 5.7(0) 5.7(S) 2.4( ) 2.6( ) .0( ) .1( ) 2.5(0) .1( ) .8( ) 4.0( ) 0. 19. 113. 17.! 142. 143. 210. 3. S. 1. .1( ) 2.7(0) 2.8( ) 4.8(S) 2.4( ) 1.6(S) 22.2(S) .2( ) 9.4(S) .3( ) 1. 2. 34. 1-; 40. 292. 352. 381. 390. 8. .3( ) .1( ) 76.6(S) .3( ) 2.4( ) 3.8( ) 31.6(S) 9.9(S) 2.4(S) 6.2(S) 2. 49. 9. 12. 48. 12. 9. 19. 6. 4. .5( ) 21.4(S) .8( ) 35.0(S) 7.9(S) 1.4( ) 8.8(S) 2.6( ) .6(0) 1.2( ) 424. 24. 36. 24.; 60. 11. 71. 10. 16. 85. 3.6( ) 2.7(o) 2.7( ) 1.3(o) 3.5( ) 2.1(o) 3.5( ) 1.1( ) .5( ) 4.1(0) 574. 430. 44. 44.: 24. 68. 25. 546. 762. 1. 5.6( ) 3.7( ) 3.9(0) 2.0( ) 2.2(0) 1.7( ) 8.5(S) 2.5( ) 6.5( ) .2( ) 1. 5. 1. 415. .3( ) .6( ) .3( ) 2.8(S) 3. 23. 11. 11. 46. 14. 64. 4. 11. 12. 51 1 1 ' 12.7(0) 6.9(0) 2.7(0) 3.0( ) 2.2(S) 1.6( ) AM 1.O(S) 7.6(S) .2( ) 11. 12. 87. 111. 0. 0. 2. 0. 7. 112. ' 5.6(0) 5.7(S) 2.4( ) 2.6( ) .0( ) .1( ) 2.5(0) .1( ) .8( ) 4.0( ) 0. 19. 113. 17. 141. 143. 208. 3. 5. 1. .1( ) 2.6(0) 2.8( ) 4.7(S) 2.4( ) 1.6(S) 21.8(S) .2( ) 9.4(S) .3( ) 1. 2. 34. 1. 40. 288. 346. 368. 376. S. ' .3( ) .1( ) 76.4(S) .3( ) 2.4( ) 3.8( ) 31.4(S) 9.7(S) 2.3(S) 6.1(S) 2. 49. 9. 12. 48. 12. 9. 19. 6. 4. 4( ) 21.2(S) .8( ) 35.4(S) 7.9(S) 1.4( ) 8.8(S) 2.5( ) .6(0) 1.2( ) ' 419. 24. 36. 24.' 60. 11. 71. 9. 15. 85. 3.6( ) 2.6(0) 2.8( ) 1.2(0) 3.5( ) 2.1(0) 3.5( ) 1.1( ) .5( ) 3.6(0) 565. 425. 44. 44. 24. 68. 25. 535. 755. 1. ' 5.6( ) 3.7( ) 3.6(0) 2.0( ) 2.0(0) 1.7C ) 8.4(S) 2.5( ) 6.5( ) .2( ) 1. 9. 1. 409. ) .8( ) .3( ) 2.6(S) '.3( 3 55. 3. 23. 11. 11. 46. 14. 64. 4. 11. 12. .2( ) 12.6(0) 6.8(0) 2.7(0) 3.0( ) 2.1(S) 1.6( ) AM 1.0(S) 7.5(S) 11. 12. 87. 111. 0. 0. 2. 0. 6. 112. ' 5.6(0) 5.7(S) 2.4( ) 2.6( ) .00 ) .1( ) 2.5(0) .1C ) .7( ) 4.0( ) 0. 19. 112. 17. 141. 142. 206. 3. 5. 1. 1( ) 2.5(0) 2.8( ) 4.6(S) 2.4( ) 1.6(S) 21.4(S) .2( ) 9.4(S) 3( ) 1. 1. 34. 1. 39. 285. 340. 359. 365. B. .3( ) 1( ) 76.3(S) .3( ) 2.4( ) 3.7( ) 31.1(S) 9.6(S) 2.3(S) 6.1(S) 2. 48. 8. 13. 48. 13. 9. 19. 6. - 4. ' .4C ) 21.0(S) .8( ) 35.7(S) 7.9(S) 1.5( ) 8.8(S) 2.5( ) .6(0) 1.2( ) 411. 24. 37. 24. 61. 11. 72. 9. 14. 85. ' 3.6( ) 555. 2.4(0) 418. 2.8( ) 44. 1.1(0) 44. 3.5( ) 24. 2.0(0) 68. 3.6( ). 25. 1.1C ) 526. .5( ) 747. 3.1(0) 0. 5.5( ) 3.7( ) 3.4(0) 2.0( ) 1.9(0) 1.7( ) 8.2(S) 2.5( ) 6.4( ) .2( ) 1. 5. 1. 399. ' .3( ) .6; ) .3( ) 2.4(S) 4 0. 3. 23. 11. 11. 46. 14. 63. 4. 11. 12. 2( ) 12.5(0) 6.8(0) 2.6(0) 3.0( ) 2.1(S) 1.6( ) .4(0) .9(S) 7.5(S) ' 11. 12. 87. iii.i 0. 0. 2. 0. 6. 111. . 5.5(0) 5.6(S) 2.4( ) 2.6( ) .0( ) .1( ) 2.5(0) .1( ) .7( ) 4.0( ) 0. 19. 112. 17. 140. 141. 204. 3. 5. 1. ' .1( ) 2.4(0) 2.8( ) 4.5(S) 2.4( ) 1.6(S) 21.0(S) .2( ) 9.4(S) .3( ) 1. 1. 34. 1. 39. 281. 335. 351. 355. B. ' 3( ) 2. 1( ) 48. 76.1(S) B. .3( ) 13.: 2.4( ) 48. 3.7( ) 13. 30.9(S) 8. 9.5(S) 19. 2.2(S) 6. 6.0(S) 4. AC ) 20.7(S) .7( ) 36.1(S) 7.9(S) 1.5( ) 8.8(S) 2.5( ) .6(0) 1.2( ) 401. 24. 37. 24.1 61. 11. 72. 9. 13. 85. ' 3.5( ) 2.3(0) 2.8( ) 1.0(0) 3.5( ) 2.0(0) 3.6( ) 1.1( ) .4( ) 2.6(0) 545. 409. 44. 44. 24. 68. 24. 517. 738. 0. 5.5( ) 1. 3.7( ) 8. 3.1(0) 1. 2.0( ) 389. 1.8(0) 1.7( ) 8.1(S) 2.4( ) 6.4( ) .2( ) .3( ) .8( ) .3( ) 2.2(S) 4 5. 3. 23. 11. 11.'. 46. 14. 63. 4. 11. 12. 52 ' 12.4(0) 6.8(0) 2.5(0) 3.0( 2.0(S) 1.6( AM 7.4(S) .2() ) ) .8(S) 11. 12. 87. 111.- 0. 0. 2. 0. 6. 111. 5.4(0) 5.6(S) 2.4( ) 2.6( ) .0( ) .1( ) 2.4(0) .1( ) .7( ) 4.0( ) ' 0. 19. 112. 17.. 139. 140. 201. 3. S. 1. .1( ) 2.2(0) 2.8( ) 4.4(S) 2.4( ) 1.6(S) 20.6(S) .2( ) 9.4(S) 3( ) 1. 1. 34. 1. 39. 278. 330. 344. 348. 8. ' 3( ) .1( ) 75.9(S) .2( ) 2.4( ) 3.7( ) 30.6(S) 9.4(S) 2.2(S) 6.0(S) 2. 47. 8. 13. 48. 13. 8. 19. 6. 4. M ) 20.5(S) .7( ) 36.4(S) 7.9(S) 1.5( ) 8.7(S) 2.5( ) .6(0) 1.2( ) ' 391. 24. 37. 24. 61. 11. 72. 9. 12. 85. 3.5( ) 2.1(0) 2.8( ) .8(0) 3.5( ) 1.9(0) 3.6( ) 1.0( ) M ) 2.1(0) 536. 399. 44. 44. 24. 68. 24. 507. 728. 0. 5.4( ) 3.6( ) 2.9(0) 2.0( ) 1.7(0) 1.7( ) 7.9(S) 2.4( ) 6.3( ) .2( ) 1. 5. 1. 379. ) .6( ) .3( ) 1.9(S) '.3( 4 10. 2. 23. 11. 11.. 46. 14. 63. 4. 11. 12. .2( ) 12.3(0) 6.7(0) 2.5(0) 3.0( ) 1.9(S) 1.6( ) .3(0) J(S) 7.4(S) 11. 12. 87. 111. 0. 0. 2. 0. 6. 111. ^' 5.4(0) 5.5(S) 2.4( ) 2.6( ) .0( ) .1( ) 2.4(0) .1( ) .7( ) 4.0( ) 0. 19. 112. 17. 139. 139. 199. 2. 5. 1. ' 1( ) 1. 2.1(0) 1. 2.8( ) 34. 4.3(S) 1. 2.4( ) 38. 1.6(S)• 275. 20.3(S) 325. .2( ) 337. 9.4(S) 341. .3( ) S. .3( ) AC ) 75.7(S) .2( ) 2.4( ) 3.7( ) 30.4(S) 93(S) 2.2(S) 6.0(S) 2. 47. 8. 13. 48. 13. 8. 19. 6. 4. .4( ) 20 3(S) .7( ) 36.8(S) 7.9(S) 1.5( ) 8.7(S) 2.5( ) .5(0) 1.2( ) :381. 24. 37. 24. 61. 11. 72. S. 12. 85. ' 3.4( ) 526. 2.0(0) 389. 2.8( ) 44. J(0) 44. 3.5( ) 24. 1.8(0) 68. 3.6( ) 24. 1.0( ) 497. M ) 718. 1.6(0) 0. 5.4( ) 3.6( ) 2.6(0) 2.0( ) 1.6(0) 1.7( ) 7.8(S) 2.4( ) 63( ) .2( ) 1. 7. 1. 370.. .3( ) .7( ) .3( ) 1.7(S) 4 15. 2. 23. 11. 11. 46. 14. 63. 4. 11. 12. ' .2( ) 11. 12.1(0) 12. 6.7(0) 87. 2.4(0) 111. 3.0( ) 0. 1.8(S) 0. 1.6( ) 2. .3(0) 0. .7(S) 5. 73(S) 111. 5.3(0) 5.5(S) 2.4( ) 2.6( ) .0( ) .1( ) 2.4(0) .1( ) .7( ) 4.0( ) 0. 19. 112. 17. 138. 139. 197. 2. 5. 1. .1( ) 2.0(0) 2.8( ) 4.2(S) 2.4( ) 1.6(S) 19.9(S) .2( ) 9.3(S) 3( ) 1. 1. 34. 1. 38. 272. 321. 335. 337. 8. ' .2( ) 2. .1( ) 46. 75.5(S) 7. .2( ) 13. 2.4( ) 48. 3.6( ) 13. 30.2(S) 8. 9.2(s) 19. 2.2(S) 6. 5.9(S) 3. M ) 20.1(S) M ) 37.1(S) 7.9(S) 1.5( ) 8.7(S) 23C ) .5(0) 1.2( ) 372. 24. 37. 24. 61. 11. 72. 8. 11. 85. ' 3.4( ) 1.8(0) 2.8( ) 5(0) 3.5( ) 1.8(0) 3.6( ) 1.0( ) A( ) 1.1(0) 516. 380. 44. 44. 24. 68. 24. 487. 709. 0. 5.3( ) 3.5( ) 2.4(0) 2.0( ) 1.4(0) 1.7( ) 7.6(S) 2.4( ) 6.2( ) .2( ) ' 1. 5. 1. 362. 3( ) .6( ) .3( ) 1.6(S) 4 20. 2. 23. 11. 11. 46. 13. 63. 4. 11. 12. 53 5H 0 l_1 I I I 1 4 25 I 1 i .2O 12.0(0) 11. 12. 5.3(0) 5.4(S) 0. 19. .1( ) 1.9(0) 1. 1. .2( ) .1( ) 2. 46. .4( ) 19.9(S) 363. 24. 3.4( ) 1.7(0) 507. 370. 5.3( ) 3.5( ) 1. 6. .3( ) .7( ) 2. 23. .2( 11.9(0) 11. 12. 5.2(0) 5.4(S) 0. 19. .1( ) 1.8(0) 1. 1. .2( ) .1( ) 2. 45. .3( ) 19.6(S) 354. 24. 3.3( ) 1.5(0) 497. 361. 5.2( ) 3.5( ) 1. 5. .3( ) .6( ) 4 30. 2. 23. .2( ) 11.8(0) 11. 12. 5.2(0) 5.3(S) 0. 19. .1( ) 1.6(0) 1. 1. .2( ) .1( ) 4 35, 1. 45. .3( ) 19.4(S) 347. 24. 3.3( ) 1.4(0) 487. 353. 5.2( ) 3.4( ) 1. 6. .3( ) .6( ) 2. 23. 6.6(0) 2.3(0) 87. 110.. 2.4( ) 2.6( ) 111. 17, 2.8( ) 4.1(S) 33. 0.: 75.3(S) .2( ) 7. 14. .7( ) 37.4(S) 37. 24. 2.8( ) .4(0) 44. 44. 2.1(0) 2.0( ) 1. 351. .3( ) 1.4(S) 11. 11. 6.6(0) 2.3(0) 87. 110. 2.4( ) 2.6( ) 111. 17. 2.8( ) 4.0(S) 33. 0. 75.2(S) .2( ) 7. 14. .7( ) 37.7(S) 38. 24. 2.8( ) .3(0) 44. 44. 1.9(0) 2.0( ) 1. 344. .2( ) 1.3(S) 11. 11. 6.5(0) 2.2(0) 86. 110., 2.4( ) 2.6( ) 111. 17.! 2.8( ) 3.9(S) 33. 0. 75.0(S) .2( ) 7. 14. .7( ) 38.1(S) 38. 24.- 2.8( ) AM 44. 44. 1.6(0) 2.0( ) 1. 339. .2( ) 1.2(S) 11. 11.. 3.0( ) 1.8(S) 1.6( ) .3(0) .6(S) 0. 0. 2. 0. 5. .0( ) .1( ) 2.4(o) .1( ) .6( ) 137. 138. 195. 2. 5. 2.4( ) 1.5(S) 19.5(S) .2( ) 9.3(S) 38. 269. 316. 334. 335. 2.4( ) 3.6( ) 30.0(S) 9.1(S) 2.2(S) 48. 13. 8. 19. 6. 7.9(S) 1.5( ) 8.7(S) 2.5( ) .5(0) 62. 11. 73. 8. 10. 3.5( ) 1.7(0) 3.6( ) 1.0( ) .4( ) 24. 68. 24. 477. 699. 1.3(0) 1.7( ) 7.5(S) 2.4( ) 6.2( ) 46. 13. 63. 4. 11. 3.0( ) 1.7(S) 1.6( ) .3(0) .5(S) 0. 0. 2. 0. 5. .O( ) .1( ) 2.4(0) .0( ) .6( ) 137. 138. 193. 2. S. 2.4( ) 1.5(S) 19.2(S) .2( ) 9.3(S) 38. 266. 312. 331. 333. 2.4( ) 3.6( ) 29.8(S) 9.0(S) 2.2(S) 48. 14. 7. 19. 6. 7.9(S) 1.6( ) 8.7(S) 2.5( ) .5(0) 62. 11. 73. 8. 10. 3.5( ) 1.7(0) 3.6( ) 1.0( ) .4( ) 24. 68. 24. 468. 689. 1.2(0) 1.7( ) 7.3(S) 2.3( ) 6.2( ) 46. 13. 63. 4. 11. 3.0( ) 1.6(S) 1.6( ) .2(0) .5(S) 0. 0. 2. 0. 5. .0( ) .1( ) 2.4(0) .0( ) .6( ) 136. 137. 192. 2. 5. 2.4( ) 1.5(S) 18.9(S) .2( ) 9.3(S) 37. 263. 308. 329. 330. 2.4( ) 3.6( ) 29.6(S) 8.8(S) 2.1(S) 48. 14. 7. 18. 6. 7.9(S) 1.6( ) 8.6(S) 2.5( ) .5(0) 62. 11. 73. 8. 9. 3.5( ) 1.6(0) 3.6( ) 1.0( ) .4( ) 24. 68. 24. 458. 669. 1.0(0) 1.7( ) 7.2(S) 2.3( ) 6.1( ) 46. 13. 63. 4. 11 7.2(S) 111. 4.0( ) 1. .2( ) 8. 5.9(S) 3. 1.2( ) 85. .6(0) 0. .2( ) S. 5.8(S) 3. 1.2( ) 85. .1(0) 0. .2( ) S. 5.8(S) 12. ■_J 1 ' .2( ) 11.6(0) 6.5(0) 2.2(0) 3.0( ) 1.5(S) 1.6( ) .2(0) .4(S) 7.0(S) 11. 12. 86. 110. 0. 0. 2. 0. 4. 110. 5.1(0) 5.3(S) 2.4( ) 2.6( ) .0( ) .1( ) 2.4(0) .0( ) .6( ) 4.0( ) ' 0. 19. 111. 17. 136. 136. 190. 2. 5. 1. .1( ) 1.5(0) 2.8( ) 3.8(S) 2.4( ) 1.5(S) 18.5(S) .2( ) 9.3(S) .2( ) 1. 1. 33. 0., 37. 260. 304. 326. 328. 8. ' .2( ) .1( ) 74.8(S) .2( ) 2.4( ) 3.6( ) 29.4(S) 8.7(S) 2.1(S) 5.7(S) 1. 44. 6. 14. 48. 14. 7. 18. 6. 3. ' .3( ) 342. 19.2(S) 24. .7( ) 38. 38.4(S) 20. 7.9(S) 61. 1.6( ) 11. 8.6(S) 73. 2.5( ) 7. AM 9. 1.1( ) 4. 3.3( ) 1.2(0) 2.8( ) 1.4( ) 3.5( ) 1.5(0) 3.6( ) .9( ) .4( ) .6( ) 477. 347. 44. 44., 24. 68. 24. 449. 633. 0. 5.1( ) 3.4( ) 1.4(0) 2.0( ) .9(0) 1.7( ) 7.0(S) 2.3( ) 5.9( ) .2( ) 1. 5. 1. 335. 4 40. .3( ) 2. .6( ) 23. .2( ) 11. 1.2(S) 11. 46. 13. 63. 4. 11. 12. .1( ) 11.5(0) 6.4(0) 2.1(0) 3.0( ) 1.4(S) 1.6( ) .2(0) .3(S) 7.0(S) 11. 12. 86. 110. 0. 0. 2. 0. 4. 110. SAM 5.2(S) 2.4( ) 2.6( ) .0( ) .1( ) 2.4(0) .0( ) .6( ) 4.0( ) 0. 19. 111. 17. 135. 136. 188. 2. .5. 1. ' .1( ) 1. 1.4(0) 1. 2.8( ) 33. 3.7(S) 0. 2.4( ) 37. 1.5(S) 258. 18.2(S) 301. .2( ) 323. 9.2(S) 325. .2( ) 8. .2( ) .1( ) 74.6(S) .2( ) 2.4( ) 3.6() 29.2(S) 8.5(S) 2.1(S) 5.7(S) 1. 44. 6. 14. 48. 14. 7. 18. 6. 3. ' .3( ) 19.0(S) .6( ) 38.7(S) 7.8(S) 1.6( ) 8.6(S) 2.5( ) AM 1.1( ) 338. 24. 38. 0. 54. 11. 71. 7. 8. 9. 3.3( ) 1.1(0) 2.8( ) .0( ) 3.5( ) 1.5(0) 3.5( ) .9( ) .4( ) .9( ) ' 468. 342. 44. 44. 24. 68. 24. 442. 600. 0. 5.0( ) 3.4( ) 1.1(0) 2.0( ) .8(0) 1.7( ) 6.9(S) 2.3( ) 5.7( ) .2( ) 1. 5. 1. 332.' .3( ) .6( ) .2( ) 1.1(S) 4 45. 2. 23. 11. 11. 46. 13. 63. 4. 11. 12. .1( ) 11.4(0) 6.4(0) 2.0(0) 3.0( ) 1.4(S) 1.6( ) .2(0) .2(S) 6.9(S) ' 11. 12. 86. 110. 0. 0. 2. 0. 4. 110. 5.0(0) 5.1(S) 2.4( ) 2.6( ) .0( ) .1( ) 2.4(0) .0( ) .6( ) 4.0( ) 0. 19. 110. 17. 135. 135. 186. 2. 5. 1. ' .1( ) 1.3(0) 2.7( ) 3.6(S) 2.4( ) 1.5(S) 17.9(S) .2( ) 9.2(S) .2( ) 1. 1. 33. 0.1 37. 255. 297. 321. 322. 8. .2( ) .1( ) 74.4(S) .2( ) 2.4( ) 3.5( ) 29.1(S) 8.4(S) 2.1(S) 5.6(S) ' 1. 43. 6. 14., 48. 14. 6. 18. 6. 3. .3( ) 18.8(S) .6( ) 39.0(S) 7.8(S) 1.6( ) 8.6(S) 2.5( ) AM 1.1( ) 334. 24. 38. 6. 48. 11. 67. 7. 8. 8. ' 3.3( ) .9(0) 2.8( ) .7( ) 3.4( ) 1.4(0) 3.5( ) .9( ) .4( ) .9( ) 460. 338. 44. 44. 24. 68. 24. 434. 582. 0. 5.0( ) 3.4( ) .9(0) 2.0( ) .6(0) 1.7( ) 6.7(S) 2.3( ) 5.6( ) .2( ) 1. 4. 1. 328. .3( ) .5( ) .2( ) 1.1(S) 4 50. 2. 23. 11. 11. 46. 13. 62. .4. 11. 12. 1 56, 5(v .1( ) 11.2(0) 6.3(0) 2.0(0) 3.0( ) 1.3(S) 1.6( ) AM .2(S) 6.8(S) 11. 12. 86. 110.: 0. 0. 2. 0. 4. 110. 4.9(0) 5.1(S) 2.4( ) 2.6( ) .0( ) .1( ) 2.3(0) .0( ) .6( ) 4.0( ) 0. 19. 110. 17.1 134. 135. 185. 2. 5. 1. .1( ) 1.1(0) 2.7( ) 3.5(S) 2.4( ) 1.5(S) 17.6(S) .2( ) 9.2(S) .2( ) 1: 1. 33. 0. 37. 253. 294. 318. 320. 8. ' .2( ) .1( ) 74.2(S) .2( ) 2.4( ) 3.5( ) 28.9(S) 8.2(S) 2.1(S) 5.6(S) 1. 43. 6. 14.' 48. 14. 6. 17. 6. 2. .3( ) 331. 18.6(S) 24. 6( ) 38. 39.3(S) 1.' 7.8(S) 45. 1.6( ) 11. 8.5(S) 63. 2.4( ) 7. .3(0) 7. 1.1( ) 8. 3.2( ) .8(0) 2.8( ) A( ) 3.3( ) 1.4(0) 3.5( ) .9( ) .4( ) .8( ) 451. 335. 44. 44. 24. 68. 24. 426. 569. 0. 5.0( ) 3.4( ) .6(0) 2.0( ) .5(0) 1.7( ) 6.6(S) 2.3( ) 5.6( ) .2( ) 1. S. 1. 325. '.3( 4 55. ) 1. .6( ) 23. .2( ) 11. 1.1(S) 11. 46. 13. 62. 4. 11. 12. .1( ) 11.1(0) 6.3(0) 1.9(0) 3.0( ) 1.2(S) 1.6( ) .1(0) .1(S) 6.8(S) 11. 12. 86. 109. 0. 0. 2. 0. 4. 110. 4.9(0) 5.0(S) 2.4( ) 2.6( ) .0( ) .1( ) 2.3(0) .0( ) .5( ) 4.0( ) 0. 19. 110. 17. 134. 135. 183. 1. 5. 1. .1( ) 1.0(0) 2.7( ) 3.4(S) 2.4( ) 1.5(S) 17.3(S) .2( ) 9.2(S) .2( ) ' 1. 1. 33. 0. 36. 251. 290. 315. 317. 8. .2( ) .1( ) 74.0(S) .2( ) 2.4( ) 3.5( ) 28.7(S) 8.0(S) 2.1(S) 5.5(S) 1. 42. 5. 14. 48. 14. 6. 12. 6. 2. ' .3( ) 18.4(S) .6( ) 39.6(S) 7.8(S) 1.6( ) 8.5(S) 1.6( ) .3(0) 1.1( ) 328. 24. 39. 5. 43. 11. 60. 6. 7. 7. 3.2( ) .6(0) 2.8( ) .7( ) 3.3( ) 1.3(0) 3.4( ) .9( ) .3( ) .8( ) ' 443. 332. 44. 44. 24. 68. 24. 418. 558. 0. 4.9( ) 3.4( ) .3(0) 2.0( ) .4(0) 1.7( ) 6.4(S) 2.2( ) 5.5( ) .1( ) 1. 4. 0. 323. ' .3( ) .5( ) .2( ) 1.0(S) 5 0. 1. 23. 11. 11. 46. 13. 62. 4. 11. 12. .1( ) 11.0(0) 6.2(0) 1.8(0) 3.0( ) 1.1(S) 1.6( ) AM O(S) 6.7(S) ' 11. 12. 86. 109., 0. 0. 2. 0. 4. 109. 4.8(0) 5.0(S) 2.4( ) 2.6( ) .0( ) .1( ) 2.3(0) .0( ) .5( ) 4.0( ) 0. .1( ) 19. .9(0) 110. 2.7( ) 17. 3.3(S) 134. 2.3( ) 134. 1.5(S) 181. 17.0(S) 1. .1( ) 5. 9.1(S) 1. .2( ) 1. 1. 33. 0. 36. 248. 286. 312. 314. 8. .2( ) .1( ) 73.8(S) .1( ) 2.4( ) 3.5( ) 28.5(S) 7.9(S) 2.1(S) 5.5(S) ' 1. 42. 5. 15. 48. 15. 6. 9. 6. 2. .3( ) 18.2(S) .6( ) 39.9(S) 7.7(S) 1.7( ) 8.5(S) 1.3( ) .3(0) 1.1( ) ' 325. 3.2( ) 24. .5(0) 39. 2.8( ) 2. .4( ) 43. 3.3( ) 11. 1.2(0) 58. 3.4( ) 6. .9( ) 7. .3( ) 7. .8( ) 435. 328. 44. 44. 24. 68. 24. 411. 548. 0. 4.9( ) 3.3( ) .1(0) 2.0( ) .2(0) 1.7( ) 6.3(S) 2.2( ) 5.5( ) .1( ) 1. 4. 0. 320.. .2( ) .6( ) .2( ) 1.0(S) ' 5 5. 1. 23, 11. 11.. 46. 13. 62. 4. 0. 12. 5� ' .1( ) 10.8(0) 6.1(0) 1.8(0) 3.0( ) 1.1(S) 1.6( ) .1(0) O(S) 6.6(S) 11. 12. 78. 103. 0. 0. 2. 0. 4. 107. 4.7(0) 4.9(S) 2.3( ) 2.5( ) .0( ) .1( ) 2.3(0) .0( ) .5( ) 4.0( ) 0. 19. 108. 17. 133. 134. 180. 1. 5. 1. .1( ) .8(0) 2.7( ) 3.2(S) 2.3( ) 1.5(S) 16.7(S) .1( ) 9.1(S) .2( ) 1. 1. 33. 0.. 36. 246. 282. 308. 311. 8. ' .2( ) .1( ) 73.6(S) .1( ) 2.3( ) 3.5( ) 28.4(S) 7.7(S) 2.0(S) 5.4(S) 1. 42. 5. 15.. 48. 15. 6. 8. 6. 2. 3( ) 18.0(S) .6( ) 40.2(S) 7.7(S) 1.7( ) 8.5(S) 1.2( ) .3(0) 1.1( ) 322. 24. 39. 4. 42. 11. 56. 6. 6. 7. 3.2( ) .3(0) 2.8( ) .6( ) 3.3( ) 1.2(0) 3.4( ) .9( ) .3( ) .8( ) 427. 325. 8. 31. 24. 59. 23. 405. 531. 0. ' 4.8( ) 3.3( ) .7( ) 1.6( ) .1(0) 1.5( ) 6.1(S) 2.2( ) 5.4( ) .1( ) 1. 4. 0. 317. .2( ) .5( ) .2( ) .9(S) 5 10. 1. 23. 11. 11. 46. 12. 62. 4. 0. 12. .1( ) 10.7(0) 6.1(0) 1.7(0) 3.0( ) 1.0(S) 1.6( ) .1(0) O(S) 6.6(S) 11. 12. 73. 97. 0. 0. 2. 0. 3. 101. ' 4.7(0) 4.9(S) 2.2( ) 2.4( ) .0( ) .1( ) 2.3(0) .0( ) .5( ) 3.9( ) 0. 19. 104. 17. 132. 133. 178. 1. 5. 1. .1( ) .6(0) 2.6( ) 3.1(S) 2.3( ) 1.5(S) 16.5(S) .1( ) 9.1(S) .2( ) ' 1. 1. 33. 0. 36. 244. 278. 305. 308. 8. .2( ) .1( ) 73.4(S) .1( ) 2.3( ) 3.5( ) 28.2(S) 7.5(S) 2.0(S) 5.4(S) 1. 41. 5. 15. 48. 15. 6. 8. 6. 2. ' .3( ) 17.8(S) .6( ) 40.5(S) 7.6(S) 1.7( ) 8.5(S) 1.2( ) .2(0) 1.0( ) 319. 24. 39. 2. 42. 11. 55. 6. 6. 6. ' 3.2( ) 420. .2(0) 322. 2.8( ) 3. .4( ) 13. 3.3( ) 15. 1.1(0) 34. 3.4( ) 23. .8( ) 399. .3( ) 500. .8( ) 0. 4.8( ) 3.3( ) .5( ) 1.0( ) 1.2( ) 1.1( ) 5.9(S) 2.2( ) 5.2( ) .1( ) 1. 4. 0. 314.' ' .2( ) .5( ) .2( ) .9(S) 5 15. 1. 23. 11. 11. 46. 12. 62. 4. 0. 12. ' 1( ) 11. 10.5(0) 12. 6.0(0) 75. 1.6(0) 98.1 3.0( ) 0. .9(S) 0. 1.6( ) 2. .0(0) 0. O(S) 3. 6.5(S) 98. 4.6(0) 4.8(S) 2.2( ) 2.4( ) 0( ) .1( ) 2.3(0) .0( ) .5( ) 3.9( ) 0. 19. 100. 17. 129. 131. 176. 1. S. 0. ' .1( ) .5(0) 2.6( ) 3.0(S) 2.3( ) 1.5(S) 16.2(S) .1( ) 9.1(S) .2( ) 0. 1. 33. 0. 35. 241. 274. 302. 304. 8. ' .2( ) 1. .1( ) 41. 73.2(S) 5. .1( ) 15. 2.3( ) 48. 3.4( ) 15. 28.0(S) 5. 7.3(S) 8. 2.0(S) 6. 5.3(S) 2. .3( ) 17.6(S) .6( ) 40.8(S) 7.6(S) 1.7( ) 8.4(S) 1.2( ) .2(0) .9( ) 316. 24. 39. 4.. 42. 11. 55. 6. 6. 6. ' 3.2( ) .0(0) 2.8( ) .6( ) 3.3( ) 1.0(0) 3.4( ) .8( ) .3( ) .7( ) 414. 319. 7. 8. 0. 12. 23. 394. 469. 0. ' 4.7( ) 1. 3.3( ) 4. .7( ) 0. .8( ) 311. .0( ) .7( ) 5.8(S) 2.2( ) 5.1( ) .1( ) .2( ) .5( ) .2( ) .9(S) ' 5 20. 1. 23. 11. 11. 46. 12. 62. 4. 0. 12. ' 10.4(0) 6.0(0) 1.5(0) 3.0( 1.6( O(S) 6.4(S) .1( ) ) .8(S) ) .0(0) 11. 12. 74. 98.1 0. 0. 2. 0. 3. 98. 4.5(0) 4.7(S) 2.2( ) 2.4( ) .0( ) .1( ) 2.3(0) .0( ) .5( ) 3.9( ) ' 0. 19. 98. 17. 126. 129. 174. 1. 5. 0. .1( ) AM 2.5( ) 2.9(S) 2.3( ) 1.5(S) 15.9(S) .1( ) 9.0(S) .2( ) 0. 1. 32. 0.; 35. 239. 270. 298. 301. 8. ' .2( ) .1( ) 73.0(S) .1( ) 2.3( ) 3.4( ) 27.8(S) 7.1(S) 2.0(S) 5.3(S) 1. 40. 5. 15. 48. 15. 5. 8. 6. 2. 2( ) 17.4(S) .6( ) 41.0(S) 7.6(S) 1.7( ) 8.4(S) 1.1( ) .2(0) .8( ) 312. 4. 34. 2. 41. 11. 54. 5. S. 6. 3.2( ) .6( ) 2.7( ) M ) 3.3( ) 1.0(0) 3.4( ) .8( ) .3( ) M ) 408. 316. 3. 6. 8. 11. 23. 389. 457. 0. 4.7( ) 3.3( ) .5( ) M ) .8( ) .6( ) 5.6(S) 2.2( ) 5.0( ) .1( ) 1. 4. 0. 307. ) .5( ) .2( ) .8(S) '.2( 5 25. 1. 23. 11. 11. 46. 12. 61. 1. 0. 12. .1( ) 10.3(0) 5.9(0) 1.5(0) 3.0( ) .8(S) 1.6( ) .3( ) .0(S) 6.3(S) 11. 12. 74. 97. 0. 0. 2. 0. 3. 97. ' 4.5(0) 4.7(S) 2.2( ) 2.4( ) .0( ) .1( ) 2.3(0) .0( ) .5( ) 3.9( ) 0. 19. 98. 17.' 123. 126. 172. 1. 5. 0. 1( ) .3(0) 2.5( ) 2.7(S) 2.2( ) 1.5(S) 15.7(S) .1( ) 9.0(S) .2( ) 0. 1. 32. 0., 35. 237. 267. 295. 298. 8. .2( ) .1( ) 72.8(S) .1( ) 2.3( ) 3.4( ) 27.7(S) 6.9(S) 2.0(S) 5.2(S) 1. 40. 5. 15. 48. 15. 5. 8. 6. 2. .2( ) 17.2(S) .6( ) 41.3(S) 7.5(S) 1.8( ) 8.4(S) 1.1( ) .2(0) .7( ) 308. 0. 25. 3. 38. 11. 53. 5. 5. 5. ' 3.1( ) 402. .0( ) 312. 1.8( ) 6. .5( ) 5. 3.1( ) 1. .9(0) 10. 3.3( ) 23. .8( ) 384. .3( ) 451. .7( ) 0. 4.7( ) 3.3( ) .6( ) .6( ) .3( ) .6( ) 5.5(S) 2.2( ) 5.0( ) .1( ) 1. 3. 0. 303. .2( ) .5( ) .2( ) .8(S) 5 30. 1. 23. 11. 11. 46. 12. 59. 0. 0. 12. 1( ) 11. 10.1(0) 12. 5.8(0) 72. 1.4(0) 95. 3.0( ), 0. .7(S) 0. 1.6( ) 2. .1( ) 0. O(S) 3. 6.3(S) 96. 4.4(0) 4.6(S) 2.1( ) 2.4( ) .0( ) .1( ) 2.2(0) .0( ) .5( ) 3.9( ) 0. 19. 97. 17. 121. 124. 170. 1. 5. 0. .0( ) AM 2.5( ) 2.6(S) 2.2( ) 1.4(S) ISMS) .1( ) 9.0(S) .2( ) 0. 1. 32. 0. 35. 234. 264. 291. 294. 8. .2( ) 1. .1( ) 39. 72.6(S) 4. 1( ) 15. 2.3( ) 48. 3.4( ) 15. 27.5(S) 5. 6.7(S) 8. 2.0(S) 6. 5.2(S) 2. .2( ) 17.0(S) .5( ) 41.6(S) 7.5(S) 1.8( ) 8.4(S) 1.1( ) AM .7( ) 304. 3. 17. 2. 30. 11. 50. 5. 5. 5. ' 3.1( ) .5( ) 1.4( ) M ) 2.2( ) .8(0) 3.3( ) .8( ) .3( ) M ) 396. 308. 4. 5. 6. 9. 23. 379. 443. 0. ' 4.6( ) 1. 3.3( ) 3. .5( ) 0. .6( ) 299. M ) .6( ) 5.3(S) 2.2( ) 4.9( ) .1( ) .2( ) .5( ) .2( ) .8(S) ' 5 35. 1. 23. 11. 11.: 46. 12. 58. 0. 0. 12. Ss 59 ' IC ) 10.0(0) 5.8(0) 1.3(0) 3.0( ) .6(S) 1.6( ) .2( ) .0(S) 11. 12. 71. 94.. 0. 0. 2. 0. 3. ' 4.3(0) 4.6(S) 2.1( ) 2.4( ) .0( ) .1( ) 2.2(0) .0( ) .5( ) 0. 19. 96. 17., 120. 122. 168. 1. 5. .0( ) 1.9( ) 2.5( ) 2.5(S) 2.2( ) 1.4(S) 15.1(S) .1( ) 9.0(S) 0. 0. 32. 0. 35. 232. 260. 288. 291. .2( ) .1( ) 72.4(S) .1( ) 2.3( ) 3.4( ) 27.4(S) 6.6(S) 1.9(S) 1. 39. 4. 15.I 48. 15. 5. 7. 6. 2( ) 16.8(S) .5( ) 41.9(S) 7.4(S) 1.8( ) 8.4(S) 1.1( ) AM ' 300. 1. 17. 3. 21. 11. 47. 5. 5. 3.1( ) .2( ) 1.4( ) .5( ) 1.7( ) .8(0) 3.2( ) .8( ) .3( ) 391. 303. 5. 5. 2. 9. 23. 373. 437. 4.6( ) 3.2( ) .6( ) .6( ) .4( ) .6( ) 5.2(S) 2.2( ) 4.9( ) 0. 3. 0. 295. .2( ) .5( ) .2( ) .7(S) 5 40. 1. 23. 11. 11. 46. 12. 58. 0. 0. .1( ) 9.8(0) 5.7(0) 1.3(0) 3.0( ) AM 1.6( ) .1( ) O(S) 11. 11. 70. 93.' 0. 0. 2. 0. 3. 4.3(0) 4.5(S) 2.1( ) 2.3( ) .0( ) .1( ) 2.2(0) .0( ) .5( ) 0. 5. 95. 17. 114. 119. 166. 1. 5. .0( ) .7( ) 2.5( ) 2.4(S) 2.2( ) 1.4(S) 14.8(S) .1( ) 8.9(S) ' 0. 0. 32. 0. 35. 229. 257. 285. 287. .2( ) .1( ) 72.2(S) .1( ) 2.3( ) 3.4( ) 27.2(S) 6.4(S) 1.9(S) 1. 38. 4. 15. 48. 15. 5. 7. 6. ' .2( ) 16.6(S) .5( ) 42.2(S) 7.3(S) 1.8( ) 8.4(S) 1.1( ) AM 296. 2. 17. 2. 20. 11. 42. 5. 4. 3.1( ) 385. .4( ) 299. 1.4( ) 4. .4( ) 5. 1.6( ) 6. .7(0) 8. 2.4( ) 23. .8( ) 365. .3( ) 430. 4.6( ) 3.2( ) .5( ) .6( ) .7(') .5( ) 5.0(S) 2.1( ) 4.8( ) 0. 3. 0. 292. .2( ) .5( ) .1( ) .7(S) 5 45. 1. 23. 11. 11. 46. 12. 58. 0. 0. ' .1( ) 11. 9.7(0) 11. 5.7(0) 70. 1.2(0) 93. 3.0( ) 0. .5(S) 0. 1.6( ) 2. .2( ) 0. O(S) 3. 4.2(0) 4.4(S). 2.1( ) 2.3( ) .0( ) .1( ) 2.2(0) .0( ) .5( ) 0. 2. 94. 17. 106. 114. 164. 1. 5. .0( ) .4( ) 2.5( ) 2.3(S) 2.1( ) 1.4(S) 14.5(S) .1( ) 8.9(S) 0. 0. 32. 0. 34. 227. 254. 281. 284. ' .2( ) 1. .1( ) 38. 72.0(S) 4. .1( ) 16.; 2.3( ) 47. 3.3( ) 15. 27.1(S) 5. 6.2(S) 7. 1.9(S) 6. .2( ) 16.4(S) .5( ) 42.4(S) 7.3(S) 1.9( ) 8.3(S) 1.1( ) .0(0) 293. 1. 17. 3. 19. 11. 33. 5. 4. ' 3.1( ) .3( ) 1.4( ) .5( ) 1.6( ) .6(0) 2.0( ) .8( ) .3( ) 378. 296. 5. 4. 2. 8. 23. 357. 424. 4.5( ) 0. 3.2( ) 3. .6( ) 0. .6( ) 288.: .4( ) .5( ) 4.9(S) 2.1( ) 4.8( ) .2( ) .5( ) .1( ) .7(S) ' 5 50. 1. 23. 11. 11. 46. 11. 58. 0. 0. 6.2(S) 12. 6.1(S) 94. 3.9( ) 0. .2( ) 12. 6.0(S) 93. 3.9( ) 0. .2( ) S. 5.0(S) 1. .6( ) 4. .6( ) 0. .1( ) 12. Go ' .1( ) 9.5(0) 5.6(0) 1.1(0) 3.0( ) A(S) 1.6( ) .2(.) AM 6.0(S) 11. 11. 70. 93.. 0. 0. 2. 0. 3. 93. 4.1(0) 4.4(S) 2.1( ) 2.3( ) .0( ) .1( ) 2.2(0) .0( ) .5( ) 3.8( ) 0. 1. 93. 17. 101. 108. 161. 1. 5. 0. .0( ) .3( ) 2.5( ) 2.2(S) 2.0( ) 1.3(S) 14.2(S) .1( ) 8.9(S) .2( ) 0. 0. 32. 0.: 34. 224.- 251. 278. 281. 8. ' .1( ) .1( ) 71.9(S) .1( ) 2.3( ) 3.3( ) 27.0(S) 6.0(S) 1.9(S) 5.0(S) 1. 37. 4. 16. 47. 15. 5. 7. 6. 1. ' .2( ) 289. 16.2(S) 2. .5( ) 17. 42.7(S) 2. 7.2(S) 19. 2.0( ) 11. 8.3(S) 31. 1.1( ) 5. .0(0) 4. M ) 4. 3.1( ) M ) 1.4( ) .4( ) 1.6( ) .6(0) 1.9( ) .8( ) .3( ) .6( ) 371. 292. 3. 4. 5. 8. 23. 348. 417. 0. ' 4.5( ) 3.2( ) .5( ) M ) .6( ) .5( ) 4.7(S) 2.1() ' 4.8( ) .1( ) 0. 3. 0. 285. 5 55. 2( ) 1. .5( ) 23. .1( ) 11. .6(S) 11. 46. 11. 57. 0. 0. 12. .1( ) 9.4(0) 5.5(0) 1.1(0) 3.0( ) US) 1.6( ) .2( ) AM 5.9(S) 11. 11. 70. 93. 0. 0. 2. 0. 3. 93. 4.1(0) 4.3(S) 2.1( ) 2.3( ) .0( ) .1( ) 2.2(0) .0( ) M ) 3.8( ) 0. 1. 93. 17. 99. 103. 159. 1. 5. 0. 0( ) .2( ) 2.5( ) 2.1(S) 2.0( ) 1.3(S) 13.9(S) .1( ) 8.8(S) .1( ) 0. 0. 32. 0. 34. 222. 249. 275. 277. 8. .1( ) .1( ) 71.7(S) .1( ) 2.3( ) 3.3( ) 26.8(S) 5.8(S) 1.9(S) 4.9(S) 1. 37. 4. 16. 47. 15. 5. 6. 2. 1. ' .2( ) 16.0(S) .5( ) 42.9(S) 7.1(S) 2.0( ) 8.3(S) 1.0( ) .7( ) .6( ) 286. 1. 17. 2. 19. 11. 31. 5. 4. 4. 3.0( ) .3( ) 1.4( ) M ) 1.6( ) .5(0) 1.9( ) .8( ) .3( ) .6( ) ' 363. 289. 4. 4. 3. 8. 23. 340. 409. 0. 4.4( ) 3.2( ) .6( ) .5( ) .5( ) .5( ) 4.6(S) 2.1( ) 4.7( ) .1( ) 0. 3. 0. 281. ' .2( ) A( ) .1( ) MS) 6 0. 1. 23. 11. 11. 46. 11. 57. 0. 0. 12. .1( ) 9.2(0) 5.5(0) 1.0(0) 3.0( ) .2(S) 1.6( ) .2( ) AM SAM 11. 11. 70. 92. 0. 0. 2. 0. 3. 93. 4.0(0) 4.2(S) 2.1( ) 2.3( ) .0( ) .1( ) 2.2(0) .0( ) M ) 3.8( ) 0. 0. 93. 17.I 97. 100. 156. 1. 5. 0. ' .0( ) .2( ) 2.5( ) 2.0(S) 2.0( ) 1.2(S) 13.5(S) .1( ) 8.8(S) .1( ) 0. 0. 32. 0. 34. 219. 246. 272. 274. 8. .1( ) .1( ) 71.5(S) .1( ) 2.3( ) 3.3( ) 26.7(S) 5.6(S) 1.8(S) 4.9(S) 1. 37. 4. 16. 47. 15. 5. 4. 1. 1. .2( ) 15.9(S) .5( ) 43.2(S) 7.1(S) 2.0( ) 8.3(S) .8( ) .5( ) M ) 282. 1. 17. 2.: 19. 11. 30. 5. 4. 4. ' 3.0( ) .3( ) 1.4( ) M ) 1.6( ) MO) 1.9( ) .8( ) .3( ) .6( ) 356. 285. 3. 4. 4. 7. 22. 334. 402. 0. 4.4( ) 3.2( ) .5( ) .5( ) .6( ) .5( ) 4.4(S) 2.1( ) 4.7( ) .1( ) 0. 3. 0. 278.' .2( ) M ) .1( ) .6(S) 1 1 BASIN G FOOTHILLS BASIN 100 YR FULLY DEVELOPED' ALTERNATIVE 3 TA FT HILL RD TO FOSSIL CREEK RESERVOIR INLET DITCH (4-25-94)file no.h100fthl.dat *** PEAK FLOWS, STAGES AND STORAGES OF GUTTERS AND DETENSION DAMS *** ' CONVEYANCE PEAK STAGE STORAGE TIME ELEMENT (CFS) (FT) (AC -FT) (HR/MIN) 4 1.0 0 40. 1 . 203 203. 1.0 0 40. ' 103 90. .8 0 40. 102 23. 2.0 14.0 2 25. 201 11. 1.5 3.5 2 10. S 23. 2.5 3 15. ' 105 11. 1.5 7.2 2. 35. 8 121. .9 0 40. 6 46. 3.0 3 15. 13 11, .4 0 40. 14 204.04. 1.1 0 40. ' 11 87. .7 0 40. 202 4. 1.0 .8 1 40. 9 16. 1.5 3.6 1 50. 7 46. 1.6 3 25. 18 145. .9 0 40. 16 131. 1.0 0 40. 15 12. 1.3 8.1 2 30. 12 11. 1.8 2.5 1 35. 10 65. 1.7 2' 0. 21 19. .6 0 40. 19 12. 1.5 6.1 2 40. ' 203 11. 1.5 6.1 2 30. 116 48 89. 23. 2.4 .8 2 0 0. 40. 24 14. 1.1 0 40. 120 127. 2.9 0 55. 47 48. 2.3 0 40. 205 2. 1.0 2.7 2 5. 25 89. 3.0 0. 45. 29 254. 4.5 0 40. 204 49. 2.2 0 40. 98 28 51, 25. .7 .6 0 0. 35. 40. 36 49. .8 0 40. 46 47. 1.9 0 45. 45 274. 3.6 0 40. 37 24. 1.1 0 40. ' 26 87. 3.0 0 50. 34 690. 5.9 0 40. 31 121. .9 0 40. ' 30 51 21. 152. 1.8 2.4 0 0 45. 40. 49 357. 2.5 0 40. 206 24. 2.0 1.3 1. 0. 27 91. 3.0 1. 0. 35 742. 5.4 0 45. ' 33 143. .9 0 40. 32 19. 2.0 4.8 1 45. 52 128. 4.5 0 45. ' 50 43 35, 188. 1 1.1 78.2 2 0 30. 40. 40 827. 5.1 0 50. 72 6. 1.3 .7 1 0. 53 163. 3.1 0 55. 44 5. 1.5 9.5 3 15. ' 41 771. .1 6.6 0 55. 38 150. 1.0 0 40. 60 51. 2.2 0 50. ' 58 138, 1.0 0 40. 61 (, 2 74 6. 1.5 .8 2 25. 172 10. 1.5 1.6 1 55. 54 146. 3.8 1: 5. 42 313. .1 33.9 1 40. 39 17. 2.0 6.1 2. 5. 61 48. 1.9 1 0. 59 8. 1.8 6.5 2 30. 173 97. 3.3 0 40. 55 548. 5.1 1 15. ' 67 145. 1.0 0 40. 62 57. .1 24.6 2, 5. 63 227. 1.2 0 40. 56 68 519. 48. 2.0 3.0 36.1 7.9 1 4 55. 10. 65 176. 1.2 0 40. 64 201. 3.9 0 45. 75 11. .0 1.5 1 10. 97 ' 441. .1 12.5 2 30. 81 145. 1.0 0 45. 66 16. 1.5 43.2 6 0. 76 72. 1.9 0 40. ' 57 207 442. 24. .1 2.0 2.6 5.0 2 1 30, 45. 69 15. 2.0 6 0. 210 24. 2.0 .7 0 55. 77 57. 2.8 0 50. 157 433. .1 3.4 3 0. ' 208 24. 2.0 3.7 1 30. 82 39. 2.8 5 15. 70 181. 1.2 0 40. 271 78 . 44545. 1*5 3.7 6 7 3 5, 0. 86 64. 1.1 0 45. 209 11. 1.5 2.9 1 55. 83 62. 3.5 4 30. 71 11. 1.3 9.0 2 50. 88 451. 3.8 2 55. 216 24. 2.0 1.6 1 25. 184 73. 3.6 4 30. 80 . 1*2 3' 0. 212 44 44. 2.5 4.8 1 20. 94 601. 2.6 2 50. 85' 258. 1.4 0 50. 213 44. 2.5 7.9 1 35. 87 602. 5.7 2 55. ' 215 85. 4.0 10.8 2 0. 90 44. 2.0 1. 25. 214 24. 2.0 4.2 1 40. 95 793 6119, 26. 6,1 10.9 3 1 5. 55. 5+ontkiclat Dc{�en�-ioH l�Ona� ' 91 69: 1.7 0 45. /00 f R. cuSEG� 4889 50 7 96 783. 6.6 3 5. 4 QQ Roo T'cri '1'�tG FOO�IIi$ {�0.$ih M,tS e-r Plan inol icaks ILA;S silk S maX, ailowa6le dlsc, arse is 330%' , Since 2(p&s433Cf5�'-fl+i5 GoinP�ies ENDPROGRAM PROGRAM CALLED wife t6a Mas%rOlan, G3 1 1 1 1 1 1 1 1 1 1 1 100 YR SWMM MODEL W/OUTLET PLUGGED :=oZ OVERF113Vy SPIu-WAY "17E51GIJ 1] 11 11 ENVIRONMENTAL PROTECTION AGENCY - STORM WATER MANAGEMENT MODEL - VERSION PC.1 DEVELOPED BY METCALF + EDDY, INC. UNIVERSITY OF FLORIDA WATER RESOURCES ENGINEEERS, INC. (SEPTEMBER 1970) UPDATED BY ITAPE OR DISK ASSIGNMENTS 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) I oOVA STORM' w/ oviGET PIPE P[.0006G AA/D 30, !N/DE OtIERFGoty WEIlZ JIN(1) JIN(2) JIN(3) JIN(4) JIN(5) JIN(6) JIN(7) JIN(8) JIN(9) J1N(10) ' 2 1 0 0 0 0 0 0 0 0 JOUT(1) JOUT(2) JOUT(3) JOUT(4) JOUT(5) JOUT(6) JOUT(7) JOUT(8) JOUT(9) JOUT(10) 1 2 0 0 0 0 0 0 0 0 NSCRAT(1) NSCRAT(2) NSCRAT(3) NSCRAT(4) NSCRAT(5) 3 4 0 0 0 WATERSHED PROGRAM CALLED 1 ' *** ENTRY MADE TO RUNOFF MODEL *** BASIN G FOOTHILLS BASIN 100 YR FULLY DEVELOPED ALTERNATIVE 3 TAFT HILL RD TO FOSSIL CREEK RESERVOIR INLET DITCH (4-25-94)file no.h100fthL.dat NUMBER OF TIME STEPS 72 INTEGRATION TIME INTERVAL (MINUTES) 5.00 1.0 PERCENT OF IMPERVIOUS FOR 24 RAINFALL STEPS, AREA HAS THE TIME ZERO DETENTION DEPTN INTERVAL 1S 5.00 MINUTES FOR RAINGAGE NUMBER 1 RAINFALL HISTORY IN INCHES PER HOUR .60 .96 1.44 1.68 3.00 5.04 9.00 3.72 1.20 .84 .60 .48 .36 .36 .24 .24 .24 .24 .12 .12 'BASIN G FOOTHILLS BASIN 100 YR FULLY DEVELOPED ALTERNATIVE 3 TAFT HILL RD TO FOSSIL CREEK RESERVOIR INLET DITCH (4-25-94)file no.h100fthl.dat 'SUBAREA GUTTER WIDTH NUMBER OR MANHOLE (FT) .2 0 0. ' 1. 1 5400. 2.16 1.56 .24 .24 AREA PERCENT SLOPE RESISTANCE FACTOR SURFACE STORAGE(IN) INFILTRATION RATE(IN/HR) GAGE (AC) IMPERV. (FT/FT) IMPERV. PERV. IMPERV. PERV. MAXIMUM MINIMUM DECAY RATE NO .0 .0 .0300 .016 .250 .100 .300 .51 .50 .00180 69.2 40.0 .0070 .016 .250 .100 .300 .51 .50 .00180 1 u (Ps 2 4 2100. 46.9 40.0 .0080 .016 .250 .100 .300 .51 .50 .00180 4 105 1650. 66.6 40.0 .0090 .016 .250 .100 .300 .51 .50 .00180 5 103 2100. 37.0 40.0 .0040 .016 .250 .100 .300 .51 .50 .00180 '6 .7 8 202 1800, 300. 40.5 9.7 39.0 40.0 .0070 .0100 .116 .016 .250 .250 .100 .100 .300 .300 .51 .51 50 .50 00180 .00180 8 11 2800. 25.0 40.0 .0050 .016 .250 .100 .300 .51 .50 .00180 9 13 700. 4.8 23.0 .0100 .016 .250 .100 .300 .51 .50 .00180 10 14 3000. 68.4 38.0 .0110 .016 .250 .100 .300 .51 .50 .00180 16 1800. 50.5 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 '11 12 18 4000. 64.9 28.0 .0030 .016 .250 .100 .300 .51 .50 .00180 13 120 500. 7.4 10.0 .0120 .016 .250 .100 .300 .51 .50 .00180 14 21 1100. 5.9 40.0 .0130 .016 .250 .100 .300 .51 .50 .00180 15 120 1000, 2.2 A .0400 .016 .250 .100 .300 .51 16 98 850. 7.2 90.0 .0200 .016 .250 .100 .300 .51 .50 .50 .001110 .00180 17 24 800. 3.1 80.0 .0150 .016 .250 .100 .300 .51 .50 .00180 18 25 1200. 24.1 80.0 .0050 .016 .250 .100 .300 .51 .50 .00180 19 205 980. 13.4 90.0 .0080 .016 .250 .100 .300 .51 .50 .00180 27 1200. 23.0 90.0 .0350 .016 .250 .100 .300 .51 .50 .00180 '20 120 206 2000. 19.0 40.0 .0350 .016 .250 .100 .300 .51 .50 .00180 21 28 300. 4.8 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 121 204 500. 10.1 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 29 1400, 25.7 76.0 .0090 .016 .250 .100 .300 .51 .50 .00180 23 31 4600. 40.1 40.0 .0050 .016 .250 .100 .300 .51 .50 .00180 '22 24 33 3600. 47.9 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 25 34 4500. 72.0 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 26 35 1700. 35.3 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 36 1100. 11.6 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 '27 28 37 700. 4.8 50.0 .0400 .016 .250 .100 .300 .51 .50 .00180 29 43 4200. 64.5 40.0 .0090 .016 .250 .100 .300 .51 .50 .00180 30 40 2800. 64.6 21.0 .0100 .016 .250 .100 .300 .51 .50 .00180 31 38 4600. 57.7 40.0 .0050 .016 .250 .100 .300 .51 .50 .00180 32 42 1400. 26.9 27.0 .0080 .016 .250 .100 .300 .51 .50 .00180 33 48 500. 3.7 90.0 .0070 .016 .250 .100 .300 .51 .50 .00180 34 45 800. 16.9 80.0 .0200 .016 .250 .100 .300 .51 .50 .00180 35 47 1200. 18.0 10.0 .0150 .016 .250 .100 .300 .51 .50 .00180 36 45 2000. 27.9 90.0 .0300 .016 .250 .100 .300 .51 .50 .00180 37 50 23000. 269.0 76.0 .0300 .016 .250 .100 .300 .51 .50 .00180 38 51 4400. 34.2 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 39 53 1000. 32.1 3.0 .0100 .016 .250 .100 .300 .51 .50 .00180 40 55 7300. 202.3 40.0 .0070 .016 .250 .100 .300 .51 .50 .00180 41 72 700. 5.8 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 42 172 1000. 14.0 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 142 173 1200. 35.5 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 43 74 600. 26.5 7.0 .0100 .016 .250 .100 .300 .51 .50 .00180 '44 45 58 62 4600. 6600. 50.2 151.8 40.0 53.0 .0050 .0080 .016 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 .00180 46 60 2400. 30.2 40.0 .0070 .016 .250 .100 .300 .51 .50 .00180 47 63 2000. 91.4 40.0 .0080 .016 .250 .100 .300 .51 .50 .00180 48 65 2000. 74.1 40.0 .0060 .016 .250 .100 .300 .51 .50 .00180 49 67 3200. 42.2 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 50 57 500. 7.3 65.0 .0220 .016 .250 .100 .300 .51 .50 .00180 150 157 2400. 30.1 65.0 .0080 .016 .250 .100 .300 .51 .50 .00180 51 70 2600. 69.7 40.0 .0070 .016 .250 .100 .300 .51 .50 .00180 '52 53 76 75 600. 600. 16.9 12.3 70.0 70.0 .0050 .0050 .016 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 .00180 54 81 1800. 52.7 60.0 .0030 .016 .250 .100 .300 .51 .50 .00180 55 208 1300. 56.5 40.0 .0060 .016 .250 .100 .300 .51 .50 .00180 56 209 1300. 36.1 40.0 .0030 .016 .250 .100 .300 .51 .50 .00180 57 85 6500. 166.2 40.0 .0200 .016 .250 .100 .300 .51 .50 .00180 58 212 2650. 80.9 40.0 .0040 .016 .250 .100 .300 .51 .50 .00180 59 211 300. 12.7 45.0 .0060 .016 .250 .100 .300 .51 .50 .00180 60 78 850. 28.7 59.0 .0050 .016 .250 .100 .300 .51 .50 .00180 '61 62 210 213 500. 2300. 15.1 108.9 64.0 41.0 .0090 .0090 .016 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 .00180 63 193 9964. 91.5 35.5 .0050 .016 .250 .100 .300 .51 .50 .00180 64 214 1100. 68.9 40.0 .0040 .016 .250 .100 .300 .51 .50 .00180 65 88 2700. 38.8 16.0 .0130 .016 .250 .100 .300 .51 .50 .00180 94 5800. 84.6 19.0 .0200 .016 .250 .100 .300 .51 .50 .00180 '66 67 86 1500. 28.3 40.0 .0360 .016 .250 .100 .300 .51 .50 .00180 68 87 1800. 60.0 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 69 95 1300. 46.0 40.0 .0300 .016 .250 .100 .300 .51 .50 .00180 TOTAL NUMBER OF SUBCATCHMENTS, 72 Uo 'OTOTAL TRIBUTARY AREA (ACRES), 3292.80 1 i 'BASIN G FOOTHILLS BASIN 100 YR FULLY DEVELOPED ALTERNATIVE 3 TAFT HILL RD TO FOSSIL CREEK RESERVOIR INLET DITCH (4-25-94)file no.h100fthl.dat HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 1 SUBCATCHMENTS - AVERAGE VALUES WITHIN TIME INTERVALS TIME(HR/MIN) 63 ' 0 S. 0. 0 10. 0. '0 15. 13. 0 20. 38. '0 25. 69, 0 30. 136. 0 35. 282. 0 40. 297. 0 45. 196. '0 50. 162. 0 55. 138. 1 0. 117. ; 1 5. 98. 1 10. 82. ' 1 15. 69. 1 20. 59. 1 25. 52. 1 30. 45. ' 1 35. 40. 1 40. 36. '1 45. 33. 1 50. 31. 1 55. 28. ' 2 0. 24. 2 5. 21. ' 2 10. 18. 2 15. 16. ' 2 20. 14. 2 25. 13. ' 2 30. 12. 2 35. 10. '2 40. 10. 2 45. 9. 2 50. 8. ' 2 55. 7. 3 0. 7. ' 3 5. 6. 3 10. 6. '3 15. S. 3 20. 5. '3 25, 5, 3 30. 4. 3 35. 4. 3 40. 4. 3 45. 4. ' 3 50. 3. 3 55. 3. ' 4 0. 3. f 4 S. 3. 4 10. 3. ' 4 15. 2. 4 20. 2. 4 25. 2. 4 30. 2. 4 35. 2. 4 40. 2. '4 45. 2. 4 50. 1. 4 55. 1. ' 5 0. 1. 5 5. 1. ' 5 10. 1. 5 15. 1. ' 5 20. 1. 5 25. 1. ' S 30. 1. 4? �a ' 5 35. 1. 40. 1. 'S 5 45. 1. 5 50. 1. ' 5 55. 1. 6 0. 1. I BASIN G FOOTHILLS BASIN 100 YR FULLY DEVELOPED ALTERNATIVE 3 TAFT HILL RD TO FOSSIL CREEK RESERVOIR INLET DITCH (4-25-94)file no.h100ftht.dat ' *** CONTINUITY CHECK FOR SUBCATCHMEMT ROUTING IN UDSWM2-PC MODEL ••" WATERSHED AREA (ACRES) - 3292.800 'TOTAL RAINFALL (INCHES) 2.890 TOTAL INFILTRATION (INCHES) .480 ' TOTAL TOTAL WATERSHED OUTFLOW (INCHES) SURFACE STORAGE AT END OF STROM 2.104 (INCHES) .305 ERROR IN CONTINUITY, PERCENTAGE OF RAINFALL .001 ,1 BASIN G FOOTHILLS BASIN 100 YR FULLY DEVELOPED ALTERNATIVE 3 TAFT HILL RD TO FOSSIL CREEK RESERVOIR INLET DITCH (4-25-94)file no.h100fthl.dat ' WIDTH INVERT SIDE SLOPES OVERBANK/SURCHARGE GUTTER NDP NP OR DIAM LENGTH SLOPE HORIZ TO VERT MANNING DEPTH JK 'GUTTER NUMBER CONNECTION (FT) (FT) (FT/FT) L R N (FT) 1 102 0 1 CHANNEL 2.0 2700. .0100 30.0 30.0 .016 100.00 0 102 5 0 2 PIPE 2.0 1600. .0090 .0 .0 .013 2.00 0 4 102 0 1 CHANNEL 2.0 2100. .0040 30.0 30.0 .016 100.00 0 105 6 0 2 PIPE 1.5 100. .0100 .0 .0 .013 1.50 0 5 6 0 5 PIPE 2.0 1650. .0020 .0 .0 .013 2.00 0 OVERFLOW 1.0 1650. .0020 30.0 30.0 .016 100.00 201 0 1 CHANNEL 2.0 2400. .0090 30.0 30.0 .016 100.00 0 '103 201 6 0 2 PIPE 1.5 1000. .0100 .0 .0 .013 1.50 0 6 7 0 5 PIPE 2.5 600. .0030 .0 .0 .013 2.50 0 OVERFLOW 2.0 600. .0030 30.0 30.0 .016 100.00 7 10 0 1 CHANNEL 4.0 1400. .0080 3.0 3.0 .040 100.00 0 8 9 0 1 CHANNEL 4.0 1000. .0070 30.0 30.0 .016 100.00 0 9 10 10 2 PIPE 1.5 80. .0100 .0 .0 .013 1.50 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .3 .0 .9 1.0 1.6 2.0 2.4 3.0 3.2 4.0 4.1 5.0 5.1 6.0 6.2 7.0 7.4 52.0 ' 202 10 0 2 PIPE 1.0 100. .0100 .0 .0 .013 1.00 0 10 116 0 1 CHANNEL 6.0 1500. .0080 3.0 3.0 .040 100.00 0 11 12 0 1 CHANNEL 2.0 1300. .0100 30.0 30.0 .016 100.00 0 12 116 6 2 PIPE 1.8 340. .0038 .0 .0 .013 1.80 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .3 .0 .7 .0 1.2 .0 1.7 .0 2.3 .0 116 120 0 2 PIPE 4.0 1200. .0080 .0 .0 .013 4.00 0 13 16 0 1 CHANNEL 2.0 500. .0070 30.0 30.0 .016 100.00 0 14 15 0 1 CHANNEL 2.0 1400. .0070 30.0 30.0 .016 100.00 0 ' 69 15 116 6 2 PIPE 1.3 52. .0250 .0 .0 .013 1.30 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 1.3 .0 3.4 .0 5.6 .0 8.0 .0 9.3 .0 16 203 0 1 CHANNEL 2.0 2000. .0040 30.0 30.0 .016 100.00 '203 120 0 2 PIPE', 1.5 100. 0100 .0 .0 .013 1.50 18 19 0 1 CHANNEL 2.0 1500. .0120 30.0 30.0 .016 100.00 19 120 6 2 PIPE: 1.5 60. .0100 .0 .0 .013 1.50 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 1.7 .0 2.8 .0 4.2 .0 5.7 1.0 7.8 2.0 ' 120 29 0 2 PIPE, 4.0 400. .0100 .0 .0 .013 4.00 21 120 0 1 CHANNEL 2.0 1100. .0030 30.0 30.0 .023 1.00 98 34 0 1 CHANNEL 1.0 600. .0150 30.0 30.0 .023 1.00 25 0 1 CHANNEL 10.0 1100. .0004 3.0 3.0 .030 100.00 25 26 0 1 CHANNEL 10.0 1200. .0004 3.0 3.0 .030 100.00 '24 26 27 0 1 CHANNEL 10.0 400. .0004 3.0 3.0 .030 100.00 27 50 0 1 CHANNEL 10.0 3200. .0004 3.0 3.0 .030 100.00 205 26 0 2 PIPE 1.0 100. .0020 .0 .0 .013 1.00 206 50 0 2 PIPE. 2.0 100. .0100 .0 .0 .013 2.00 ' 204 34 0 5 PIPE 1.5 1200. .0040 .0 .0 .013 1.50 OVERFLOW 1.0 1200. .0040 30.0 30.0 .016 100.00 28 30 0 1 CHANNEL 2.0 800. .0020 30.0 30.0 .016 100.00 29 34 0 5 PIPE 3.5 800. .0050 .0 .0 .013 3.50 OVERFLOW 10.0 800. .0050 25.0 25.0 .016 100.00 30 32 0 2 PIPE. 2.0 2200. .0120 .0 .0 .016 2.00 31 32 0 1 CHANNEL 2.0 2400. .0090 30.0 30.0 .016 100.00 32 40 0 2 PIPE 2.0 1650. .0060 .0 .0 .013 2.00 33 40 0 1 CHANNEL 2.0 2600. .0100 30.0 30.0 .016 100.00 ' 34 35 0 5 PIPE 4.5 2300.. .0100 30.0 30.0 .016 4.50 OVERFLOW 5.0 2300. .0100 30.0 30.0 .016 100.00 35 40 0 4 CHANNEL 10.0 900. .0030 4.0 4.0 .040 6.00 OVERFLOW 58.0 900. .0030 30.0 _30.0 .060 100.00 51 0 1 CHANNEL 1.0 1100. .0060 30.0 4.0 .016 100.00 '36 37 49 0 1. CHANNEL 3.0 800. .0130 3.0 3.0 .040 100.00 38 39 0 1 CHANNEL 2.0 2400. .0050 30.0 30.0 .016 100.00 39 55 4 2 PIPE. 2.0 350. .0050 .0 .0 .013 2.00 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW ' .0 .0 1.4 .0 4.5 .0 6.2 .0 40 41 0 4 CHANNEL 15.0 1000. .0020 4.0 4.0 .040 4.00 OVERFLOW 47.0 1000. .0020 100.0 100.0 .060 100.00 41 42 6 2 PIPE .1 150. .0100 .0 .0 .013 .10 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW ' .0 5.0 .1 15.0 .2 27.0 .4 42.0 .9 57.0 2.3 233.0. 42 55 10 2 PIPE .1 150. .0100 .0 .0 .013 .10 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 .0 .2 5.0 1.2 18.0 2.8 48.0 5.6 88.0 ' 10.5 134.0 16.6 179.0 23.8 219.0 32.0 295.0 43 44 0 1 CHANNEL 2.0 2150. .0060 30.0 30.0 .016 100.00 44 42 2 2 PIPE, 1.5 1700. .0020 .0 .0 .013 1.50 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW -' .0 .0 6.0 .0 45 49 0 5 PIPE 3.0 900. .0150 .0 .0 .013 3.00 OVERFLOW 5.0 900. .0150 100.0 100.0 .016 100.00 46 49 0 5 PIPE 1.5 500. .0200 .0 .0 .013 1.50 OVERFLOW 2.0 500. .0200 30.0 30.0 .016 100.00 ' 47 46 0 5 PIPE: 2.0 1300. .0170 .0 .0 .013 2.00 OVERFLOW 2.0 1300. .0170 30.0 30.0 .016 100.00 48 47 0 1 CHANNEL 1.0 500. .0020 30.0 1.0 .016 100.00 49 50 0 1 CHANNEL 10.0 500. .0160 5.0 5.0 .040 100.00 50 53 5 2 PIPE .1 1. .0160 .0 .0 1.000 .10 ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 90.0 40.0 250.0 220.0 460.0 560.0 630.0 880.0 51 52 0 5 PIPE 1.5 2400. .0100 .0 .0 .013 1.50 OVERFLOW 2.0 2400. .0100 30.0 30.0 .016 100.00 ' 52 53 0 5 PIPE 2.0 1300. .0050 .0 .0 .013 2.00 OVERFLOW 3.0 1300. .0050 4.0 4.0 .040 100.00 53 54 0 5 PIPE 2.0 900. .0040 .0 .0 .013 2.00 OVERFLOW 50.0 900. .0040 4.0 4.0 .040 100.00 54 55 0 5 PIPE 2.0 1500. .0060 .0 .0 .013 2.00 ' OVERFLOW 3.0 1500. .0060 13.0 13.0 .040 100.00 55 56 0 1 CHANNEL 10.0 3200. .0030 3.0 3.0 .040 100.00 56 97 9 2 PIPE 2.0 100. .0050 .0 .0 .013 2.00 ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 i .0 .0 .7 .0 2.7 1.0 6.5 2.0 12.0 4.0 18.9 85.0 26.8 231.0 35.6 420.0 45.3 1946.0 97 57 6 2 PIPE .1 100. .0100 .0 .0 .013 .10 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW ' .0 54.0 1.2 144.0 3.3 230.0 9.3 337.0 10.2 400.0 12.4 440.0 57 157 13 2 PIPE .1 130. .0059 .0 .0 .013 .10 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 17.0 .1 23.0 .4 81.0 .9 153.0 1.4 222.0 1.6 235.0 1.8 ,264.0 2.1 322.0 2.4 404.0 2.8 514.0 3.1 653.0 3.4 823.0 157 78 22 2 PIPE; .1 157. .0046 .0 .0 .023 .10 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW ' .0 .8 .0 308.0 .0 , 9.0 .0 48.0 1.5 362.0 2.6 409.0 .0 4.1 92.0 452.0 .1 5.8 136.0 493.0 .4 254.0 8.2 531.0 8.5 540.0 8.9 558.0 9.3 586.0 9.6 623.0 10.0 675.0 10.4 740.0 10.7 822.0 11.1 922.0 11.4 1040.0 11.8 1176.0 58 59 0 1 CHANNEL 2.0 2400. .0060 30.0 30.0 .016 100.00 59 62 4 2 PIPE. 1.8 900. .0020 .0 .0 .013 1.80 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 .0 1.5 .0 3.0 .0 60 61 0 1 CHANNEL 5.0 3000. .0020 3.0 3.0 .040 100.00 61 62 62 68 0 2 1 2 CHANNEL 3,0 1100. PIPE .1 800. .0040 .0100 4.0 .0 4.0 .0 .040 .010 100,00 .10 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 78.8 182.0 63 64 0 1 CHANNEL 2.0 1300. .0050 30.0 30.0 .016 100.00 64 66 0 5 PIPE 3.0 1400. .0080 .0 .0 .013 3.00 ' OVERFLOW 2.0 1400. .0080 30.0 30.0 .016 100.00 65 66 0 1 CHANNEL 2.0 1300. .0030 30.0 30.0 .016 100.00 66 69 5 2 PIPE 1.5 200. .0012 .0 .0 .013 1.50 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 9.3 .0 22.6 2.0 38.2 10.0 43.2 12.0 ' 67 68 0 1 CHANNEL 2.0 1200. .0060 30.0 30.0 .016 100.00 68 66 5 2 PIPE 3.0 10. .0100 .0 .0 .023 3.00 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .8 .0 3.8 4.0 10.9 10.0 15.9 270.0 ' 69 82 0 5 PIPE 2.0 1100. .0040 .0 .0 .013 2.00 OVERFLOW 5.0 1100. .0040 3.0 3.0 .040 100.00 70 71 0 1 CHANNEL 2.0 1600. .0040 30.0 30.0 .016 100.00 71 80 5 2 PIPE 1.3 100. 0040 A .0 .013 1,30 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW ' .0 .0 1.8 .0 6.5 .0 8.4 .0 12.5 40.0 72 172 3 2 PIPE 1.3 530. .0060 .0 .0 .013 1.30 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 1.8 .0 2.8 9.2 ' 172 173 3 2 PIPE; 1.5 340. .0080 .0 .0 .013 1.50 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 2.0 .0 3.0 170.0 173 56 0 5 PIPE' 2.3 1500, 0022 A .0 .013 2 30 OVERFLOW 2.0 1500. .0022 30.0 30.0 .016 100.00 ' 74 173 0 2 PIPE. 1.5 100. .0100 .0 .0 .023 1.50 75 76 2 1 CHANNEL .1 100. .0010 1.0 1.0 .013 .01 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 3.0 22.0 76 77 0 5 PIPE 1.0 700. .0030 .0 .0 .013 1.00 OVERFLOW 1.0 700. .0030 30.0 30.0 .016 100.00 77 78 0 5 PIPE 2.0 1100. .0020 .0 .0 .013 2.00 OVERFLOW 2.0 1100. .0020 30.0 30.0 .016 100.00 78 88 0 1 CHANNEL 5.0 1400. .0084 4.0 4.0 .036 100.00 211 88 0 2 PIPE', 1.5 100. .0100 .0 .0 .013 1.50 212 94 0 2 PIPE 2.5 100. .0100 .0 .0 .013 2.50 210 78 0 2 PIPE' 2.0 100. .0100 .0 .0 .013 2.00 80 94 0 5 PIPE' 2.0 3600. .0050 .0 .0 .013 2.00 ' OVERFLOW 2.0 3600. .0050 30.0 30.0 .016 100.00 81 207 0 1 CHANNEL 2.5 1850. .0050 30.0 30.0 .016 100.00 207 82 0 2 PIPE' 2.0 150. .0100 .0 .0 .013 2.00 82 83 0 5 PIPE. 2.5 1350. .0050 .0 .0 .013 2.50 OVERFLOW 2.0 1350. .0050 30.0 30.0 .013 100.00 208 83 0 2 PIPE 2.0 100. .0100 .0 .0 .013 2.00 83 184 0 5 PIPE 3.0 1300. .0040 .0 .0 .016 3.00 OVERFLOW 2.0 1300. .0040 30.0 30.0 .016 100.00 ' 209 184 0 2 PIPE 1.5 100. .0100 .0 .0 .013 1.50 1 70 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' 184 94 0 5 PIPE 3.0 1850. .0040 .0 .0 .013 3.00 0 OVERFLOW 2.0 1850. .0040 30.0 30.0 .016 100.00 85 215 0 1 CHANNEL 2.0 6500. .0030 30.0 30.0 .016 100.00 0 215 86 95 216 0 0 2 1 PIPE, CHANNEL 4.0 2.0 800. 1600. .0030 .0040 .0 30.0 .0 30.0 .013 .040 4.00 100.00 0 0 216 94 0 2 PIPE: 2.0 100. .0100 .0 .0 .013 2.00 0 87 95 0 1 CHANNEL 25.0 2600. .0004 3.0 3.0 .030 100.00 0 88 94 0 4 CHANNEL 3.0 1350. .0120 4.0 4.0 .040 4.00 0 OVERFLOW 35.0 1350. .0120 30.0 30.0 .060 100.00 213 90 0 2 PIPE: 2.5 100. 0100 .0 .0 .013 2.50 0 214 91 0 2 PIPE. 2.0 100. .0100 .0 .0 .013 2.00 0 90 91 0 5 PIPE 3.0 2700. .0070 .0 .0 .013 3.00 0 ' 91 96 0 5 OVERFLOW PIPE 2.0 3.0 2700. 1300. .0070 .0300 30.0 .0 30.0 .0 .016 .013 100.00 3.00 0 OVERFLOW 2.0 1300. .0300 1.0 1.0 .016 3.00 193 96 16 2 PIPE, .1 500. .0055 .0 .0 .016 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 2.2 .0 4.5 .0 7.0 .0 9.6 .0 10.9 .0 ' 11.2 2.9 11.5 8.2 11.8 15.2 12.1 23.6 12.3 33.3 12.6 44.2 12.9 56.2 . 13.2 69.3 13.5 83.4 13.8 98.5 94 87 0 1 CHANNEL 1.0 3000. .0100 20.0 20.0 .040 100.00 0 95 96 0 1 CHANNEL 25.0 1300. .0004 3.0 3.0 .030 100.00 0 96 0 0 1 CHANNEL 25.0 100. .0004 3.0 3.0 .030 100.00 0 1 TOTAL NUMBER OF GUTTERS/PIPES, 112 BASIN G FOOTHILLS BASIN 100 YR FULLY DEVELOPED, ALTERNATIVE 3 TAFT HILL RD TO FOSSIL CREEK RESERVOIR INLET DITCH (4-25-94)fi(e no.h100fthl.det ' ARRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES GUTTER TRIBUTARY GUTTER/PIPE TRIBUTARY SUBAREA D.A.(AC) ' 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 69.2 4. 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 46.9 ' 5 102 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 116.1 6 105 5 201 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 219.7 ' 7 8 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 219.7 40.5 9 8 0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0 0 0 0 40.5 ' 10 7 9 202 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 269.9 11 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 25.0 ' 12 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25.0 13 0 0 0 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0 0 0 4.8 ' 14 0 0 0 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 0 0 68.4 15 14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 68.4 ' 16 18 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 0 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 55.3 0 0 0 64.9 19 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 64.9 21 0 0 0 0 0 0 0 0 0 0 14 0 0 0 0 0 0 0 0 0 5.9 24 0 0 0 0 0 0 0 0 0 0 17 0 0 0 0 0 0 0 0 0 3.1 -7Z 25 24 0 0 0 0 0 0. o o o 18 0 0 0 0 0 0 0 0 0 27.2 26 25 205 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 40.6 ' 27 26 0 0 0 0 0 0 0 0 0 20 0 0 0 0 0 0 0 0 0 63.6 28 0 0 0 0 0 0 0 0 0 0 21 0 0 0 0 0 0 0 0 0 4.8 ' 29 120 0 0 0 0 0 0 0 0 0 22 0 0- 0 0 0 0 0 0 0 524.7 30 28 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 0 0 0 0 4.8 31 0 0 0 0 0 0 0 0 0 0 23 0 0 0 0 o 0 0 0 0 40.1 t 32 30 31 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 44.9 33 0 0 0 0 0 0 0 0 0 0 24 0 0 0 0 0 0 0 0 0 47.9 34 98 204 29 0 0 0 0 0 0 0 25 0 0 0 0 0 0 0 0 0 614.0 35 34 0 0 0 0 0 0 0 0 0 26 0 0 0 0 0 0 0 0 0 649.3 ' 36 0 0 0 0 0 0 0 0 0 0 27 0 0 0 0 0 0 0 0 0 11.6 37 0 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 0 0 4.8 38 0 0 0 0 0 0 0 0 0 0 31 0 0 0 0 0 0 0 0 0 57.7 2' 39 38 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 57.7 4 ' 40 41 32 40 33 0 35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 806.7 806.7 42 41 44 0 0 0 0 0 0 0 0 32 0 0 0 0 0 0 0 0 0 898.1 ' 43 0 0 0 0 0 0 0 0 0 0 29 0 0 0 0 0 0 0 0 0 64.5 44 43 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 64.5 ' 45 0 0 0 0 0 0 0 0 0 0 34 36 0 0 0 0 0 0 0 0 44.8 46 47 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21.7 47 48 0 0 0 0 0 0 0 0 0 35 0 0 0 0 0 0 0 0 0 21.7 48 0 0 0 0 0 0 0 0 0 0 33 0 0 0 0 0 0 0 0 0 3.7 49 37 45 46 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 71.3 50 27 206 49 0 0 0 0 0 0 0 37 0 0 0 0 0 0 0 0 0 422.9 51 36 0 0 0 0 0 0 0 0 0 38 0 0 0 0 0 0 0 0 0 45.8 ' 52 51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 45.8 53 50 52 0 0 0 0 0 0 0 0 39 0 0 0 0 0 0 0 0 0 500.8 ' 54 53 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 500.8 55 39 42 54 0 0 0 0 0 0 0 40 0 0 0 0 0 0 0 0. 0 1658.9 56 55 173 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 1740.7 ' 57 97 0 0 0 0 0 0 0 0 0 50 0 0 0 0 0 0 0 0 0 1748.0 58 0 0 0 0 0 0 0 0 0 0 44 0 0 0 0 0 0 0 0 0 50.2 ' 59 58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50.2 60 0 0 0 0 0 0 0 0 0 0 46 0 0 0 0 0 0 0 0 0 30.2 1 � d 61 60 0 0 0 010 0 0 0 62 59 6, 0 0 0 0 0 0 0 0 ' 0 0 0 0 0 0 0 0 0 0 63 64 63 0 0 0 0 0 0 0 0 0 ' 65 0 0 0 0 0 0 0 0 0 0 66 64 65 68 0 0 0 0 0 0 0 ' 67 0 0 0 0 0 0 0 0 0 0 68 62 67 0 0 0 0 0 0 0 0 69 66 0 0 0 0 0 0 0 0 0 ' 70 0 0 0 0 0 0 0 0 0 0 71 70 0 0 0 0 0 0 0 0 0 ' 72 0 0 0 0 0 0 0 0 0 0 74 0 0 0 0 0 0 0 0 0 0 ' 75 0 0 0 0 0 0 0 0 0 0 76 75 0 0 0 0 0 0 0 0 0 ' 77 76 0 0 0 0 0 0 0 0 0 78 157 77 210 0 0 0 0 0 0 0 80 71 0 0 0 0 0 0 0 0 0 ' 81 0 0 0 0 0.0 0 0 0 0 82 69 207 0 0 0 0 0 0 0 0 ' 83 82 208 0 0 0 0 0 0 0 0 85 0 0 0 0 0 0 0 0 0 0 ' 86 0 0 0 0 0 0 0 0 0 0 87 94 0 0 0 0 0 0 0 0 0 ' 88 78 211 0 0 0 0 0 0 0 0 90 213 0 0 0 0 0 0 0 0 0 91 214 90 0 0 0 0 0 0 0 0 184 216 88 0 0 i94 0 0 0 212 80 95 215 87 0 0 0 0 0 0 0 0 ' 96 91 193 95 0 0 0 0 0 0 0. 97 56 0 0 0 0 0 0 0 0 0 98 0 0 0 0 0 0 0 0 0 0 102 1 4 0 0 0 0 0 0 0 0 ' 103 0 0 0 0 0 0 0 0 0 0 105 0 0 0 0 0 0 0 0 0 0 116 10 12 15 0 0 0 0 0 0 0 1 � -73 0 0 0 0 0 0 0 0 0 0 30.2 45 0 0 0 0 0 0 0 0 0 232.2 47 0 0 0 0 0 0 0 0 0 91.4 0 0 0 0 0 0 0 0 0 0 91.4 48 0 0 0 0 0 0 0 0 0 74.1 0 0 0 0 0 0 0 0 0 0 439.9 49 0 0 0 0 0 0 0 0 0 42.2 0 0 0 0 0 0 0 0 0 0 274.4 0 0 0 0 0 0 0 0 0 0 439.9 51 0 0 0 0 0 0 0 0 0 69.7 0 0 0 0 0 0 0 0 0 0 69.7 41 0 0 0 0 0 0 0 0 0 5.8 43 0 0 0 0 0 0 0 0 0 26.5 53 0 0 0 0 0 0 0 0 0 12.3 52 0 0 0 0 0 0 0 0 0 29.2 0 .0 0 0 0 0 0 0 0 0 29.2 60 0 0 0 0 0 0 0 0 0 1851.1 0 0 0 0 0 0 0 0 0 0 69.7 54 0 0 0 0 0 0 0 0 0 52.7 0 0 0 0 0 0 0 0 0, 0 492.6 0 0 0 0 0 0 0 0 0 0 549.1 57 0 0 0 0 0 0 0 0 0 166.2 67 0 0 0 0 0 0 0 0 0 28.3 68 0 0 0 0 0 0 0 0 0 2811.3 65 0 0 0 0 0 0 0 0 0 1902.6 0 0 0 0 0 0 0 0 0 0 108.9 0 0 0 0 0 0 0 0 0 0 177.8 66 0 0 0 0 0 0 0 0 0 2751.3 69 0 0 0 0 0 0 0 0 0 3023.5 0 0 0 0 0 0 0 0 0 0 3292.8 0 0 0 0 0 0 0 0 0 0 1740.7 16 0 0 0 0 0 0 0 0 0 7.2 0 0 0 0 0 0 0 0 0 0 116.1 5 0 0 0 0 0 0 0 0 0 37.0 4 0 0 0 0 0 0 0 0 0 66.6 0 0 0 0 0 0 0 0 0 0 363.3 ' 120 116 203 19 21 0 0 0 0 0 0 13 15 0 0 0 0 0 157 57 0 0 0 0 0 0 0 0 0 150 0 0 0 0 0 0 ' 172 72 0 0 0 0 0 0 0 0 0 42 0 0 0 0 0 0 173 172 74 0 0 0 0 0 0 0 0 142 0 0 0 0 0 0 ' 184 83 209 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 193 0 0 0 0 0 0 0 0 0 0 63 0 0 0 0 0 0 ' 201 103 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 202 0 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 ' 203 16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 204 0 0 0 0 0 0 0 0 0 0 121 0 0 0 0 0 0 205 0 0 0 0 0 0 0 0 0 0 19 0 0 0 0 0 0 ' 0 0 0 0 0 0 0 0 0 120 0 0 0 0 0 0 206 0 207 81 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' 208 0 0 0 0 0 0 0 0 0 0 55 0 0 0 0 0 0 2. 209 0 0 0 0 0 0 0 0 0 0 56 0 0 0 0 0 0 ' 210 0 0 0 0 0 0 0 0 0 0 61 0 0 0 0 0 0 211 0 0 0 0 0 0 0 0 0 0 59 0 0 0 0 0 0 212 0 0 0 0 0 0 0 0 0 0 58 0 0 0 0 0 0 ' 213 0 0 0 0 0 0 0 0 0 0 62 0 0 0 0 0 0 214 0 0 0 0 0 0 0 0 0 0 64 0 0 0 0 0 0 ' 215 85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 216 86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 '1 • BASIN G FOOTHILLS BASIN 100 YR FULLY DEVELOPED ALTERNATIVE 3 TAFT HILL RD TO FOSSIL CREEK RESERVOIR INLET DITCH (4-25-94)fite no.h100ftht.dat HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 74 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 DETENSION DAM. DISCHARGE INCLUDES SPILLWAY OUTFLOW. ' (1) 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) 1 102 105 201 6 9 10 202 12 15 203 19 116 120., 98 204 205 206 27 29 30 32 34 39! 40 41 42 43 44 46 47 49 50 51: 53 55 56 97 57 59 60 62 64 66 68 69 71 173 74 76 ' 78 207 82 208. 83 209 184 80 85 215 87 88 213 90; 214 91 193 94 96 210 211 212 216 157' ' 0 5. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. '1N 0 0 0 499.0 0 0 0 1778.1 0 0 0 19.8 0 0 0 81.8 0 0 0 585.2 0 0 0 91.5 0 0 0 37.0 0 0 0 9.7 0 0 0 55.3 0 0 0 10.1 0 0 0 13.4 0 0 0 19.0 0 0 0 52.7 0 0 0 56.5 0 0 0 36.1 0 0 0 15.1 0 0 0 12.7 0 0 0 80.9 0 0 0 108.9 0 0 0 68.9 0 0 0 166.2 0 0 0 28.3 .o( ) .oc ) .oc o. a. o. o. .o( ) .o(s) .o( ) .0c.) 0. 0. 0. 0. .0( ) .0( ) .0( ) O(S) ' 0. 0. 0. 0.` .0( ) .0( ) O(S) .0( ) ' 0. .o( ) 0. O(S) o. .0c ) o. .o(s) 0. 0. O. 0. .0( ) .oc ) oc ) of ) ' 0. 0. o. 0. .0c ) .0( ) .0( ) .0( 1 0. .o( ) o. .oc ) o: .oc ) o. .ocs> 0 10. 0. 0. o. 0. " .0( ) .0( ) .1( ) .0( ) 0. 0. 0. 0.' .0( ) O(S) .0( ) .0( ) 0. 0. 0. 0. 0( ) .0( ) .0( ) O(S) 0. 0. 0. 0.' .0( ) .0( ) O(S) .0( ) 0. 0. 0. O. i .0( ) O(S) .0( ) O(S) 0. 0. 0. O. 0. 0. 0. 0. .0( ) .0( ) .1( ) .0( ) ' 0. 0. 0. 0. .0( ) .1( ) .0( ) O(S) 0 15. 2, 0. 7. 0. ' .1( ) .2( ) .9( ) .1( ) 1. 1. 1. 3. , .2( ) O(S) .2( ) 4( ) 0. 0. T. 0. .0( ) .1( ) .6( ) O(S) 1. 4. 0. 4.; 3( ) .2( ) .6(S) 6( ) 0. 0. 0. 2.. .1( ) 1(S) .1( ) O(S) ' 2. 0. 0. 4. .3( ) .1( ) .1( ) .6( ) 0. 2. 10. 2. 0( ) .3( ) .8( ) 4( ) 1. 7. 0. 11. .3( ) .7( ) .2( ) .0(S) 0 20. 10. 6. 11. 1. .O( ) O(S) .0( ) .0( ) O(S) O(S) 0. 0. 0. 0. 0. 0. .0( ) .O( ) .0( ) .o( ) .O( ) .o( ) 0. 0. 0. 0. 0. 0. .0( ) O(S) O(S) .0( ) O(S) .0( ) 0. 0. 0. 0. 0. 0. .0( ) .0( ) O(S) O(S) O(S) O(S) 0. 0. 0. 0. 0. 0. .O(S) .0( ) O(S) .O( ) .0( ) .0( ) .0. 0. 0. 0. 0. 0. . .oc ) .0( ) .0( ) .o( ) .0( > .0( ) 0. 0. 0. 0. 0. 0. .0( ) .0( ) O(S) .o( ) .0c ) .o( ) 0. 0. 0. 0. 0. 0. .0( ) O(S) .0( ) .0( ) O(S) .O(S) 0. 0. 0. 0. 0. 0. .0( ) .0( ) .1( ) .1( ) .0( ) .O( ) 0. 0. 0. 0. 0. 0. .0( ) O(S) O(S) .0( ) O(S) .0( ) 0. 0. 0. 0. 0. 0. .0( ) .0( ) O(S) O(S) O(S) O(S) 0. 0. 0. 0. 0. 0. .O(S) .0( ) O(S) .o( ) .0( ) .0( ) 0. 0. 0. 0. 0. 0. .0( ) .1( ) .0( ) .0( ) .0( ) .0( ) U. 0. 0. 0. 0. 0. .0( ) .0( ) O(S) .o( ) .0( ) .0( ) 3. 1. 0. 1. 1. 2. .6( ) O(S) .0( ) .4( ) O(S) O(S) 1. 1. 2. 10. 0. 4. .2( ) .3( ) .0(0) .9( ) .O( ) .6( ) 1. 1. 0. 2. 0. 1. .1( ) O(S) O(S) .2( ) O(S) .2( ) 1. 1. 3. 3. 5. 0. .4( ) .1( ) O(S) O(S) O(S) O(S) 2. 0. 1. 2. 2. 1. .O(S) .2( ) O(S) .6( ) .5( ) .4( ) 1. 3. 1. 0. 1. 0. .3( ) .6( ) .2( ) .1( ) .1( ) .1( ) 3. 2. 0. 2. 1. 2. .5( ) .3( ) 1(S) .3( ) .1( ) .4( ) 14. 7. 2. 4. 5. 12. -7s .3( ) M ) .0(0) M ) 1.4( ) O(S) .2( ) .8( ) O(S) O(S) ' 4. .6( ) B. O(S) 10. .7( ) 21. 1.0( ) 6. .3( ) 3. .8( ) 2. .0(0) 14. 1.1( ) 1. .2( ) 27. 1.5( ) 0. 2. 49. 5. 10. 6. 0. 9. 2. 3. .1( ) .5( ) 1.7( ) O(S) .6( ) O(S) .1(S) .3( ) O(S) .5( ) ' 4. 32. 1. 12.: 6. S. 17. 17. 18. 2. .5( ) M ) 2.4(S) 1.6( ) .9( ) .5( ) O(S) O(S) O(S) O(S) ' 1. .3( ) 1. A(S) 3. .5( ) 4. 1(S) 12. O(S) 2. .5( ) 5. O(S) 13. 1.6( ) 3. .8( ) 3. 1.1( ) 19. 2. 2. 14. 7. 10. 6. 1. 6. 2. .9( ) AC ) M ) 1.1( ) .9( ) 1.1( ) .8( ) 3( ) .3( ) .5( ) ' 1. 12. 30. 12. 11. 16. 0. 10. 11. 7. .1( ) .8( ) 1.6( ) .9( ) 1.0( ) .8( ) A(S) .5( ) .6( ) M ) 3. 23. 2. 41. ' .b( ) 13( ) .4( ) .0(S) 0 25. 27. 23. 11. 7. 23. 11. 9. 4. 11. 12. .5( ) .1(0) .2(0) .9( ) 2.1( ) O(S) .6( ) .0(0) O(S) .1(S) ' 11. 11. 27. 58. 13. 8. 2. 23. 3. 76. .0(0) O(S) 1.2( ) 1.8( ) M ) 1.6( ) .2(0) 1.7( ) .5( ) 3.2( ) 1. 9. 147. 15. 55. 21. 6. 25. 5. 8. ' 3( ) 1.0( ) 3.4( ) O(S) 1.5( ) .1(B) 3(S) .5( ) .1(S) .8( ) 8. 77. 3. 20. 15. 33. 17. 17. 21. 8. .7( ) 1.2( ) 5.8(S) 1.8( ) 1.7( ) 1.2( ) .1(S) O(S) .1(S) O(S) 4. 3. 16. 4.' 28. 4. S. 20. 5. 7. .6( ) 1.2(S) 1.1( ) .3(S) O(S) .7( ) 1(S) 2.6( ) 1.1( ) 1.3( ) 57. 10. 8, 24. 25, 11. 22. 2. 19, 12, 1.5( ) .9( ) A( ) O(0) 1.9( ) .0(0) 1.5( ) .5( ) .5( ) 1.1( ) 4. 42. 44. 35.. 24. 60. 0. 37. 56. 14. M ) 1.4( ) .1(0) 1.7( ) .0(0) 1.5( ) .8(S) .9( ) 1.6( ) 1.1( ) ' 7. 44. 6. 62. .9( ) .0(0) .7( ) .O(S) 0 30. 65. 23. 11. 11. 30. 11. 19. 4. 11. 12. ' 7( ) AM .6(0) .1(0) 2.8( ) .2(S) .9( ) .1(0) 1(S) .4(S) 11. 11. 39. 71. 26. 14. 2. 24. 10. 108. .1(0) .2(S) 1.5( ) 2.0( ) .5( ) 1.8( ) .4(0) .1(0) .9( ) 4.0( ) ' 3. 19. 228. 17.1 185. 52. 12. 60. S. 16. .5( ) .1(0) 5.1( ) .1(S) 2.8( ) .7(S) .7(S) M ) .3(S) 1.6( ) 20. 133. 6. 45. 17. 100. 17. 17. 31. 8. ' 1.2( ) 1.5( ) 12.4(S) 2.0( ) 2.1( ) 2.2( ) .7(S) O(S) .1(S) .2(S) 10. 7. 49. 4. 41. 4. 5. 35. 6. 20. 1.0( ) 2.9(S) 2.1( ) 1.O(S) 1(S) M ) .3(S) 2.8( ) .0(0) 1.5( ) ' 127. 24. 27. 24., 37. 11. 38. 3. 51. 39. 2.1( ) .0(0) 1.9( ) .2(0) 3.0( ) .2(0) 2.2( ) .6( ) .8( ) 2.0( ) 20. 113. 44. 42.' 24. 64. 0. 98. 96. 24. ' 9( ) 2.1( ) .5(0) 1.9( ) .2(0) 1.6( ) 1.8(S) 1.3( ) 2.1( ) .0(0) 11. 44. 16. 110. .0(0) .3(0) 1.2( ) .1(S) ' 0 35. 151. 23. 11. 11. 35. 12. 29. 4. 11. 12. ' .9( ) 1.3(0) 1.6(0) .3(0) 2.9( ) .6(S) 1.1( ) .2(0) A(S) 1.1(S) ' 11. .4(0) 11. .7(S) 49. 1.7( ) 111.: 2.6( ) 51. .7( ) 33. 2.1( ) 2. .9(0) 24. .5(0) 28. 1.7( ) 206. 4.4( ) 10. 19. 478. 17., 431. 195. 31. 140. 5. 30. 1.0( ) AM 5.7( ) .5(S) 4.2( ) 2.0(S) 1.9(S) 1.0( ) 1.0(S) 1.8( ) ' 37. 272. 11. 109.: 31. 256. 18. 18. 51. 8. 2.2( ) 2.2( ) 25.4(S) 2.3( ) 2.3( ) 3.5( ) 2.1(S) AM .2(S) .6(S) ' 27, 1.6( ) 15. 6.4(S) 91. 3.5( ) 4.' 2.3(S) 41. .5(S) 4. .7( ) 5. .9(S) 68. 3.1( ) 6. .1(0) 50. 1.8( ) 244. 24. 28. 24. 42. 11. 45. 4. 131. 85. 2.8( ) .3(0) 2.0( ) .8(0) 3.3( ) .7(0) 3.0( ) .7( ) 1.1( ) .2(0) 72. 246. 44. 44. 24. 68. 0. 229. 166. 24. 1.8( ) 3.0( ) 1.9(0) 2.0( ) .7(0) 1.7( ) 3.7(S) 1.8( ) 2.9( ) .2(0) 11. .1(0) 44. 1.2(0) 24. .1(0) 196., .3(S) 0 40. 203. 23. 11. 11. 39. 13. 39. 4. 11. 12. 1.0( ) 3.0(0) 2.8(0) MO) 3.0( ) 1.3(S) 1.3( ) AM .9(S) 2.3(S) ' 11. 11. 60. 120. 45. 49. 2. 24. 51. 254. 1.1(0) 1.6(S) 1.9( ) 2.8( ) .6( ) 2.2( ) 1.4(0) .9(0) 2.3( ) 4.5( ) 19. 19. 690. 17.. 623. 395. 66. 188. 5. 46. ' 1.5( ) 1.2(0) 5.9( ) 1.3(S) 4.7( ) 3.6(S) 4.0(S) 1.1( ) 2.1(S) 1.9( ) 48. 357. 17. 152. 71. 420. 19. 19. 56. 8. 2.3( ) 2.5( ) 38.9(S) 2.4( ) 2.6( ) 4.5( ) 4.9(S) O(S) .3(S) 1.3(S) 44. 24. 169. 4.: 41. 4. 5. 97. 6. 72. 2.0( ) 10.4(S) 3.8( ) 4.5(S) 1.3(S) .7( ) 1.9(S) 3.3( ) .2(0) 1.9( ) 341. 24, 28. 24. 47. 11, 47. 4, 217, 85. ' MC ) .9(0) 2.0( ) 1.7(0) 3.4( ) 1.2(0) 3.2( ) .7( ) 1.3( ) .8(0) 165. 373. 44. 44.' 24. 68. 0. 389. 280. 24. 2.9( ) 3.5( ) 3.6(0) 2.0( ) 1.5(0) 1.7( ) 5.8(S) 2.2( ) 3.8( ) .5(0) ' 11. 44. 24. 205. .3(0) 2.4(0) .2(0) .3(S) 0 45. 174. 23. 11. 11. 41. 14. 47. 4. 11. 12. ' 1.0( ) 4.9(0) 3.6(0) 1.2(0) 3.0( ) 1.9(S) 1.4( ) .5(0) 1.3(S) 3.4(S) 11. 11. 68. 125.: 21. 44. 2. 24. 68. 212. 1.9(0) 2.4(S) 2.1( ) 2.9( ) .5( ) 2.1( ) 1.8(0) 1.1(0) Lk ) 4.4( ) ' 21. 19. 614. 17. 775. 579. 103. 160. 5. 47. 1.8( ) 2.0(0) 5.8( ) 2.1(S) 5.0( ) 5.1(S) 7.2(S) 1.0( ) 3.2(S) 1.9( ) 46. 248. 21. 137. 125. 478. 20. 20. 44. 8. 2.3( ) 2.1( ) 47.2(S) 2.3( ) 2.9( ) 4.8( ) 8.5(S) .0(S) .2(S) 2.2(S) 49. 31. 201. 4.. 42. 4. 5. 93. 6. 64. 2.2( ) 13.3(S) 3.9( ) 7.2(S) 2.0(S) .7( ) 3.0(S) 3.2( ) .3(0) 1.8( ) ' 322. 24. 28. 24.. 49. 11. 51. 4. 249. 85. 3.2( ) 1.7(0) 2.0( ) 2.3(0) 3.4( ) 1.7(0) MC ) M ) 1.4( ) 1.8(0) 272. 402. 44. 44. 24. 69. 0. 506. 367. 24. 3.8( ) 3.6( ) 4.8(0) 2.0( ) 2.2(0) 1.7( ) 7.1(S) 2.4( ) 4.4( ) .6(0) 11. 44. 24. 130. AM 3.2(0) .5(0) .1(S) 0 50. 144. 23. 11. 11.. 42. 14. 53. 4. 11. 12. -77 ' 0 55. t 1 0. 1 1 1 5. .9( ) 6.5(0) 4.2(0) 11. 11. 75. 2.6(0) 2.9(S) 2.2( ) 20. 19. 488. 1.6( ) 2.6(0) 5.7( ) 40. 167. 24. 2.3( ) 1.7() 53.1(S) 51. 36. 175. 2.2( ) 15.5(S) 3.8( ) 268. 24. 28. 3.0( ) 2.5(0) 2.0( ) M. 365. 44. 4.5( ) 3.5( ) 5.7(0) 11. 44. 24. .5(0) 3.7(0) .8(0) 121. 23. 11. .8( ) 7.9(0) 4.8(0) 11. 11. 79. 3.2(0) 3.4(S) 2.3( ) 15. 19. 400. 1.3( ) 3.2(0) 5.5( ) 35. 140. 26. 2.2( ) 1.6() 57.7(S) 49. 40. 144. 2.2( ) 17.3(S) 3.7( ) 236. 24. 28. 2.8( ) 3.1(0) 2.0( ) 462. 319. 44. 5.0( ) 3.3( ) 6.3(0) 11. 44. 24. .5(0) 4.1(0) 1.0(0) 102. 23. 11. .8( ) 9.0(0) 5.2(0) 11. 11. 82. 3.7(0) LBO) 2.3( ) 12. 19. 338. 1.1( ) 3.6(0) 5.4( ) 31. 98. 27. 1.8( ) 1.3( ) 61.4(S) 47. 43. 119. 2.1( ) 18.8(S) 3.6( ) 218. 24. 29. 2.7( ) 3.6(0) 2.0( ) 518. 288. 44. 5.3( ) 3.2( ) 6.8(0) 11. 44. 24. .6(0) 4.4(0) 1.2(0) 86. 23. 11. 1.7(0) 3.0( ) 2.3(S) 127. 15. 34. 2.9( ) .4( ) 2.1( ) 17- 827. 713. 2.9(S) 5.1( ) 6.1(S) 115.. 159. 501. 2.3( ) 3.1( ) 4.9( ) 4. 43. 4. 9.7(S) 2.6(S) .7( ) 24. 51. 11. 2.7(0) 3.4( ) 2.0(0) 44.: 24. 68. 2.0( ) 2.7(0) 1.7( ) 106. .1(S) 11. 43. 15. 2.1(0) 3.0( ) 2.7(S) 127. 11. 26. 2.9( ) .4( ) 2.0( ) 17.. 791. 771. 3.5(S) 5.0( ) 6.6(S) 95. 163. 520. 2.2( ) 3.1( ) 5.0( ) 4. 44. 4. 11.9(S) 3.1(S) .7( ) 24. 52. 11. 3.0(0) 3.4( ) 2.2(0) 44. 24. 68. 2.0( ) 3.1(0) 1.7( ) 97. .1(S) 11. 44. 15. 2.4(0) 3.0( ) 2.9(S) 126.: 8. 21. 2.9( ) .3( ) 1.9( ) 17., 717. 761. 4.1(S) 4.9( ) 6.5(S) 78., 154. 536. 2.2( ) 3.1( ) 5.0( ) 5. , 44. 4. 13.7(S) 3.5(S) .8( ) 24.: 52. 11. 3.3(0) 3.4( ) 2.4(0) 44. 24. 68. 2.0( ) 3.4(0) 1.7( ) 104. .7(S) 11.: 45. 15. 1.5( ) .6(0) 1.6(S) 2. 24. 80. 2.0(0) 1.2(0) 2.9( ) 138. 132. 5. 11.1(S) 1.0( ) 4.2(S) 25. 25. 40. 12.3(S) O(S) .2(S) 5. 83. 6. 4.0(S) 3.2( ) .3(0) 54. 5. 258. 3.4( ) .7( ) 1.4( ) 0. 571. 460. 8.2(S) 2.5( ) 5.0( ) 57. 4. 11. 1.6( ) .6(0) 1.8(S) 2. 24. 88. 2.2(0) 1.3(0) 3.0( ) 170. 111. 5. 15.4(S) .9( ) 5.0(S) 69. 57. 52. 16.1(S) O(S) .2(S) 5. 73. 6. 4.7(S) 3.1( ) .4(0) 57. 5. 254. 3.4( ) .7( ) 1.4( ) 0. 583. 550. 9.2(S) 2.6( ) 5.5( ) 60. 4. 11. 1.6( ) .7(0) 2.0(S) 2. 24. 91. 2.3(0) 1.3(0) 3.0( ) 196. 94. 5. 19.6(S) .8( ) 5.7(S) 114. 71. 70. 19.5(S) .2(S) .3(S) 5. 65. 6. 5.4(S) 3.1( ) .4(0) 60. 5. 243. 3.4( ) .7( ) 1.4( ) 0. 566. 630. 10.0(S) 2.5( ) 5.9( ) 4.3(S) 191. 4.4( ) 41. 1.9( ) 8. 2.9(S) 53. 1.8( ) 85. 3.0(0) 24. .7(0) 12. 4.9(S) 177. 4.3( ) 36. 1.9( ) B. 3.5(S) 45. 1.7( ) 85. 4.2(0) 24. .7(0) 12. 5.5(S) 165. 4.3( ) 32. 1.8( ) 8. 4.1(S) 39. 1.7( ) 85. 5.3(0) 24. .7(0) 61. 4. 11. 12.. ' .7( ) 9.9(0) 5.5(0) 2.6(0) 3.0( ) 3.1(S) 1.6( ) .7(0) 2.2(S) 5.9(S) ' 11. 4.2(0) 11. 4.2(S) 84. 2.4( ) 124., 2.9( ) 6. .3( ) 16. 1.9( ) 2. 2.4(0) 24. 1.2(0) 91. 3.0( ) 155. 4.2( ) 9. 19. 291. 17.; 634. 709. 217. 80. 5. 26. .9( ) 3.9(0) 5.3( ) 4.5(S) 4.7( ) 6.1(S) 23.5(S) .8( ) 6.2(S) 1.8( ) 22. 73. 29. 64. 140. 545. 172. 101. 88. 8. 1.3( ) 1.1( ) 64.2(S) 2.1( ) 3.0( ) 5.1( ) 22.7(S) .6(S) A(S) 4.5(S) 43. 2.0( ) 46. 20.0(S) 101. 3.5( ) 5. 15.3(S) 45. 3.9(S) S. .8( ) 5. 5.9(S) 58. 3.0( ) 6. .5(0) 34. 1.6( ) 211. 24. 29. 24. 53. 11. 61. 5. 227. 85. 2.7( ) 4.0(0) 2.0( ) 3.4(0) 3.4( ) 2.5(0) 3.5( ) .8( ) 1.3( ) 6.3(0) ' 547. 269. 44. 44. 24. 68. 0. 539. 686. 24. 5.5( ) 3.1( ) 7.2(0) 2.0( ) 3.7(0) 1.7( ) 10.7(S) 2.5( ) 6.1( ) .7(0) ' 11. .6(0) 44. 4.6(0) 24. 1.4(0) 113J .1(S) 1 10. 73. 23. 11. 11. 45. 15. 63. 4. 11. 12. N. .7( ) 10.6(0) 5.8(0) 2.8(0) 3.0( ) 3.2(S) 1.6( ) .7(0) 2 3(S) 6.3(S) ' 11. 11. 86. 123. 5. 13. 2. 24. 88. 147. 4.5(0) 4.4(S) 2.4( ) 2.9( ) .3( ) 1.8( ) 2.4(0) 1.2(0) 3.0( ) 4.2( ) 7. 19. 255. 17. 556. 640. 246. 67. 5. 20. ' 8( ) 4.2(0) 5.2( ) 4.9(S) 4.5( ) 5.5(S) 26.7(S) .7( ) 6.7(S) 1.7( ) 20. 60. 30. 52. 126. 547. 224. 141. 113. 8. 1.2( ) 1.0( ) 66.5(S) 2.0( ) 3.0( ) 5.1( 25.5(S) 1.2(S) .6(S) 4.8(S) ' 39. 48. 87. 5. 45. 5. 5. 52. 6. 30. 1.9( ) 21.0(S) 3.5( ) 16.7(S) 4.2(S) .8( ) 6.3(S) 3.0( ) .5(0) 1.6( ) 212. 24. 29. 24. 53. 11. 62. 5. 209. 85. ' 2.7( ) 4.3(0) 2.1( ) 3.5(0) 3.5( ) 2.6(0) 3.5( ) .8( ) 1.3( ) 73(o) 555. 259. 44. 44. 24. 68. 3. 512. 722. 24. 5.5( ) 3.0( ) 7.5(0) 2.0( ) 3.8(0) 1.7() 11.2(S) 2.4( ) 6.3( ) .6(0) 11. 44. 24. 129. .5(0) 4.7(0) 1.5(0) .1(S) 1 15. 62. 23. 11. 11. 45. 15. 63. 4. 11. 12. ' 6( ) 11.3(0) 6.0(0) 3.0(0) 3.0( ) 3.4(S) 1.6( ) .8(0) 2 3(S) 6.6(S) 11. 12. 87. 122. 4. 11. 2. 24. 83. 141. 4.8(0) 4.7(S) 2.4( ) 2.8( ) .2( ) 1.8( ) 2.5(0) 1.1(0) 2.9( ) 4.2( ) ' 6., 19. 229. 17.. 485. 568. 269. 57. 5. 18. .7( ) 4.4(0) 5.1( ) 5.1(S) 4.3( ) 5.0(S) 29.2(S) .7( ) 7.1(S) 1.6( ) 17. 47. 30. 43. 114. 548. 271. 168. 143. 8. 1.1( ) .9( ) 68.3(S) 2.0( ) 2.9( ) 5.1( ) 27.9(S) 1.8(S) .8(S) 5.1(S) 36. 50. 75. 5.' 45. 5. 5. 47. 6. 26. 1.8( ) 21.7(S) 3.3( ) 17.9(S) 4.5(S) .8( ) 6.7(S) 3.0( ) .6(0) 1.6( ) ' 221. 24. 29. 24. 53. 11. 63. 5. 191. 85. 2.7( ) 4.5(0) 2.1( ) 3.6(0) 3.5( ) 2.7(0) 3.5( ) .8( ) 1.3( ) 8.1(0) 551. 259. 44. 44. 24. 68. 12. 490. 742. 24. ' 5.5( ) 3.0( ) 7.6(0) 2.0( ) 4.0(0) 1.7( ) 11.6(S) 2.4( ) 6.4( ) .5(0) 11. 44. 24. 154. .5(0) 4.8(0) 1.5(0) .2(S) ' 1 20. 53. 23. 11. 11.. 45. 16. 64. 4. 11. 12. 79 .6( ) 11.8(0) 6.2(0) 3.1(0) 3.0( ) 3.4(S) 1.7( ) .8(0) 2.4(S) 6.9(S) 11. 5.0(0) 12. 4.9(S) 87. 2.4( ) 121.; 2.8( ) 3. .2( ) 9. 1.7( ) 2. 2.5(0) 24. 1.0(0) 77. 2.8( ) 137. 4.1( ) S. 19. 209. 17., 423. 499. 287. 49. S. 16. .6( ) 4.5(0) 5.0( ) 5.4(S) 4.1( ) 4.4(S) 31.2(S) .7( ) 7.4(S) 1.5( ) 15. 41. 31. 36., 103. 546. 316. 199. 171. 8. 1.0( ) .8( ) 69.9(S) 1.9( ) 2.8( ) 5.1( ) 29.9(S) 2.6(S) 1.0(S) 5.4(S) 32. 52. 67. 5. 45. 5. 5. 43. 6. 24. 1.7( ) 22.4(S) 3.2( ) 19.0(S) 4.8(S) .8( ) 7.0(S) 2.9( ) .6(0) 1.6( ) 238. 24. 29. 24.' 53. 11. 64. S. 174. 85. 2.8( ) 4.7(o) 2.1( ) 3.7(0) 3.5( ) 2.8(0) 3.5( ) .8( ) 1.2( ) 8.7(0) 541. 268. 44. 44. 24. 68. 20. 477. 750. 24. 5.4( ) 3.1( ) 7.8(0) 2.0( ) 4.1(0) 1.7( ) 11.9(S) 2.4( ) 6.4( ) AM 11. 44. 24. 179. .5(0) 4.8(0) 1.6(0) .2(S) 1 25. 46. 23. 11. 11. 45. 16. 64. 4. 11. 12. .6() 12.2(0) 6.3(0) 3.2(0) 3.0( ) 3.5(S) 1.7( ) .8(0) 2.4(S) 7.1(S) 11. 12. 88. 120. 3. 8. 2. 24. 71. 133. 5.2(0) 5.1(S) 2.4( ) 2.8( ) .2( ) 1.6( ) 2.6(0) .9(0) 2.7( ) 4.1( ) 4. 19. 194. 17.:, 363. 435. 300. 43. 5. 13. 6( ) 4.6(0) 4.9( ) 5.6(S) 3.9( ) 3.9(S) 32.5(S) .6( ) 7.7(S) 1.1( ) 13. 34. 32. 30. 94. 541. 353. 231. 200. 8. .9( ) .8( ) 71.3(S) 1.9( ) 2.8( ) 5.0( ) 31.7(S) 3.4(S) 1.2(S) 5.6(S) 29. 53. 60. 6. 46. 5. 5. 40. 6. 22. 1.7( ) 22.9(S) 2.5( ) 20.0(S) 5.0(S) .9( ) 7.3(S) 2.9( ) .6(0) 1.5( ) 258. 24. 30. 24.' 54. 11. 64. 5. 158. 85. 2.9( ) 4.8(0) 2.1( ) 3.7(0) 3.5( ) 2.8(0) 3.5( ) .8( ) 1.2( ) 9.3(0) 530. 283. 44. 44. 24. 68. 26. 471. 748. 24. 5.4( ) 3.1( ) 7.9(0) 2.0( ) 4.1(0) 1.7( ) 12.1(S) 2.4( ) 6.4( ) .3(0) 11. 44. 24. 205. .5(0) 4.8(0) 1.6(0) .3(S) 1 30. 41. 23. 11. 11. 46. 16. 65. 4. 11. 12. .5( ) 12.5(0) 6.5(o) 3.3(0) 3.0( ) 3.6(S) 1.7( ) .8(0) 2.4(S) 7.3(S) 11. 12. 88. 119. 2. 7. 2. 24. 66. 131. 5.4(0) 5.2(S) 2.4( ) 2.8( ) .2( ) 1.2( ) 2.6(0) .7(0) 2.6( ) 4.1( ) 3. 19. 183. 17. 315. 377. 307. 38. S. 12. .5( ) 4.7(0) 4.8( ) 5.7(S) 3.6( ) 3.4(S) 33.3(S) .6( ) 8.0(S) 1.0( ) 12. 29. 32. 26. 87. 534. 383. 247. 224. 8. .9( ) .7( ) 72.4(S) 1.9( ) 2.7( ) 5.0( ) 33.1(S) 4.3(S) 1.5(S) 5.8(S) 26. 54. 46. 6.: 46. 6. 5. 38. 6. 20. 1.6( ) 23.3(S) 2.0( ) 20.9(S) 5.2(S) .9( ) 7.5(S) 2.9( ) .7(0) 1.5( ) 279. 24. 30. 24. 54. 11. 65. 5. 143. 85. 3.0( ) 4.9(o) 2.1( ) 3.7(0) 3.5( ) 2.9(0) 3.5( ) .8( ) 1.1( ) 9.7(0) 521. 300. 44. 44. 24. 68. 30. 473. 741. 24. 5.3( ) 3.2( ) 7.9(0) 2.0( ) 4.2(0) 1.7( ) 12.2(S) 2.4( ) 6.4( ) .2(0) 11. 44. 24. 229. AM 4.7(0) 1.6(0) .3(S) 1 35. 36. 23. 11. 11. 46. 16. 65. 4. 11. 12. I 11 1 40. 1 45. 50. .5( 12.8(0) 11. 12. 5.5(0) 5.4(S) 3. 19. .5( ) 4.7(0) 11. 26. .8( ) .6( ) B. 55. 1.5( ) 23.7(S) 296. 24. 3.1( ) 5.0(0) 515. 317. 5.3( ) 3.3( ) 11. 44. AM 4.7(0) 32. 23. .5( ) 13.1(0) 11. 12. 5.6(0) 5.5(S) 2. 19. .4( ) 4.8(0) 10. 23. .8( ) .6( ) 21. 55. 1.4( ) 24.0(S) 306. 24. 3.1( ) 5.0(0) 513. 329. 5.3( ) 3.3( ) 11. 44. .4(0) 4.6(0). 29. 23. .5( ) 13.3(0) 11. 12. 5.7(0) 5.6(S) 2. 19. .4( ) 4.8(0) 9. 22. .7( ) .6( ) 19. 56. 1.4( ) 24.2(S) 306. 24. 3.1( ) 5.0(0) 513. 333. 5.3( ) 3.4( ) 11. 44. .3(0) 4.5(0) 27. 23. 6.6(0) 3.3(0) 3.0( ) 3.6(S) 1.7( ) .8(0) 2.5(S) 88. 119. 2. 4. 2. 24. 60. 2.4( ) 2.8( ) .2( ) .9( ) 2.6(0) .6(0) 2.5( ) 175. 17.: 288. 331. 311. 33. 5. 4.7( ) 5.8(S) 3.5( ) 3.1(S) 33.8(S) .6( ) 8.2(S) 33. 22. 81. 525. 409. 264. 240. 73.5(S) 1.8( ) 2.7( ) 5.0( ) 34.3(S) 5.2(S) 1.6(S) 43. 6. 46. 6. 5. 36. 6. 1.9( ) 21.8(S) 5.4(S) .9( ) 7.8(S) 2.8( ) .7(0) 30. 24. 54. 11. 65. 5. 130. 2.1( ) 3.7(0) 3.5( ) 2.9(0) 3.5( ) .8( ) 1.1( ) 44. 44. 24. 68. 33. 479. 733. 7.9(0) 2.0( ) 4.2(0) 1.7( ) 12.3(S) 2.4( ) 6.4( ) 24. 246. 1.6(0) .4(S) 11. 11. 46. 16. 65. 4. 11. 6.7(0) 3.4(0) 3.0( ) 3.6(S) 1.7( ) .8(0) 2.4(S) 89. 118. 2. 4. 2. 24. 55. 2.4( ) 2.8( ) .2( ) .8( ) 2.6(0) .5(0) 2.4( ) 170. 17. 270. 300. 313. 30. 5. 4.1( ) 5.9(S) 3.4( ) 2.8(S) 33.9(S) .5( ) 8.4(S) 33. 20. 77. 516. 429. 282. 265. 74.4(S) 1.8( ) 2.7( ) 4.9( ) 35.2(S) 6.2(S) 1.8(S) 39. 6. 46. 6. 5. 34. 6. 1.8( ) 22.6(S) 5.6(S) .9( ) 8.0(S) 2.8( ) .7(0) 30. 24. 54. 11. 65. 5. 118. 2.1( ) 3.7(0) 3.5( ) 2.9(0) 3.5( ) .8( ) 1.0( ) 44. 44. 24. 68. 33. 487. 726. 7.9(0) 2.0( ) 4.2(0) 1.7( ) 12.3(S) 2.4( ) 6.3( ) 24. 260.' 1.5(0) .4(S) 11. 11. 46. 16. 65. 4. 11. 6.8(0) 3.4(0) 3.0( ) 3.6(S) 1.7( ) .8(0) 2.4(S) 89. 118. 2. 3. 2. 24. 50. 2.4( ) 2.8( ) .2( ) .7( ) 2.6(0) .3(0) 2.2( ) 155. 17. 256. 277. 312. 27. 5. 3.6( ) 6.0(S) 3.3( ) 2.7(S) 33.9(S) .5( ) 8.5(S) 33. 18.. 73. 506. 475. 302. 287. 75.3(S) 1.8( ) 2.6( ) 4.9( ) 35.8(S) 7.3(S) 1.9(S) 37. 6.1 46. 6. 5. 33. 6. 1.7( ) 23.3(S) 5.8(S) .9( ) 8.1(S) 2.8( ) .7(0) 30. 24.. 54. 11. 65. 5. 108. 2.2( ) 3.7(0) 3.5( ) 2.9(0) 3.5( ) .8( ) 1.0( ) 44. 44.' 24. 68. 33. 494. 721. 7.9(0) 2.0( ) 4.2(0) 1.7( ) 12.3(S) 2.4( ) 6.3( ) 24. 274.: 1.5(0) 5(S) 11. 11.: 46. 16. 65. 4. 11. 7.4(S) 128. 4.1( ) 11. .9( ) S. 5.9(S) 19. 1.5( ) 85. 10.1(0) 24. AM 12. 7.6(S) 127. 4.1( ) 10. .9( ) S. 6.0(S) 18. 85. 10.4(0) 17. 1.3( ) 12. 7.7(S) 126. 4.1( ) 9. .8( ) 8. 6.1(S) 17. 1.5( ) 85. 10.6(0) 0. .0( ) 12. ' .5( ) 13.5(0) 6.9(0) 3.5(0) 3.0( ) 3.6(S) 1.7( ) .8(0) 2.4(S) 7.8(S) 11. 5.8(0) 12. 5.7(S) 89. 2.4( ) 117.. 2.7( ) 2. .2( ) 3. .7( ) 2. 2.6(0) 24. .2(0) 46. 2.1( ) 125. 4.1( ) 2. 19. 149. 17., 241. 260. 310. 25. 5. B. .4( ) 4.8(0) 3.4( ) 6.0(S) 3.2( ) 2.5(S) 33.7(S) .5( ) 8.7(S) .8( ) ' 8. 20. 34. 16. 70. 496. 516. 324. 308. 8. .7( ) .6( ) 76.1(S) 1.7( ) 2.6( ) 4.8( ) 36.1(S) 8.6(S) 2.0(S) 6.2(S) ' 17. 1.3( ) 56. 24.4(S) 34. 1.6( ) 7. 24.0(S) 46. 5.9(S) 6. .9( ) 5. 8.3(S) 31. 2.8( ) 6. .8(0) 16. 1.5( ) 316. 24. 30. 24. 55. 11. 65. 5. 99. 85. 3.2( ) 5.0(o) 2.2( ) 3.6(0) 3.5( ) 2.9(o) 3.5( ) .8( ) 1.0( ) 10.7(0) ' 515. 337. 44. 44.' 24. 68. 33. 499. 718. 10. 5.3( ) 3.4( ) 7.9(0) 2.0( ) 4.2(0) 1.7( ) 12.3(S) 2.4( ) 6.3( ) .9( ) ' 11. .3(0) 44, 4.4(0) 24. 1.4(0) 293. .7(S) 1 55. 24. 23. 11. 11. 46. 16. 65. 4. 11. 12. .4( ) 13.6(0) 7.0(0) 3.5(0) 3.0( ) 3.6(S) 1.7( ) .8(0) 2.4(S) 7.9(S) 11. 12. 89. 117. 2. 3. 2. 24. 42. 123. 5.9(0) 5.8(S) 2.4( ) 2.7( ) .2( ) .7( ) 2.6(0) .0(0) 2.0( ) 4.1( ) 2. 19. 146. 17.! 228. 245. 308. 23. S. 7. ' .4( ) 4.7(0) 3.4( ) 6.1(S) 3.1( ) 2.4(S) 33.4(S) .5( ) 8.8(S) .8( ) 7. 19. 34. 14., 67. 485. 519. 369. 342. B. .7( ) .5( ) 76.8(S) 1.7( ) 2.6( ) 4.8( ) 36.1(S) 9.8(S) 2.2(S) 6.3(S) 16. 57. 32. 7. 46. 7. 5. 30. 6. 15. 1.2( ) 24.5(S) 1.6( ) 24.7(S) 6.1(S) 1.0( ) 8.5(S) 2.8( ) .8(0) 1.5( ) 333. 24. 31. 24. 55. 11. 66. 5. 91. 85. ' 3.3( ) 5.0(0) 2.2( ) 3.6(0) 3.5( ) 2.9(0) 3.5( ) .8( ) .9( ) 10.8(0) W. 349. 44. 44.' 24. 68. 32. 503. 716. 1. 5.3( ) 3.4( ) 7.8(0) 2.0( ) 4.2(0) 1.7( ) 12.3(S) 2.4( ) 6.3( ) .2( ) ' 11. 44. 24. 313. .2(0) 4.3(0) 1.3(0) .9(S) 2 0. 22, 23, 11. 11. 46, 16, 65, 4. 11. 12. ' .4( ) 13.7(0) 7.0(0) 3.5(0) 3.0( ) 3.6(S) 1.7( ) .8(0) 2.4(S) 8.0(S) 11. 12. 89. 116.' 1. 2. 2. 4. 38. 122. 6.0(0) 5.8(S) 2.4( ) 2.7( ) .2( ) .6( ) 2.7(0) .6( ) 2.0( ) 4.1( ) 1. 19. 142. 17.. 218. 232. 304. 21. 5. 7. .4( ) 4.7(0) 3.3( ) 6.1(S) 3.0( ) 2.3(S) 33.0(S) .5( ) 8.9(S) .7( ) 7. 16. 34. 13.' 65. 474. 512. 408. 386. 8. ' .6( ) .5( ) 77.3(S) 1.6( ) 2.6( ) 4.7( ) 36.1(S) 10.6(S) 2.4(S) 6.4(S) 14. 57. 30. 7. 47. 7. 7. 29. 6. 14. 1.2( ) 24.6(S) 1.5( ) 25.4(S) 6.3(S) 1.0( ) 8.6(S) . 2.8( ) .8(0) 1.4( ) ' 352. 24. 31. 24. 55. 11. 66. 5. 83. 85. 3.3( ) 5.0(0) 2.3( ) 3.6(0) 3.5( ) 2.9(0) 3.5( ) .8( ) .9( ) 10.8(0) 520. 366, 44, 44. 24. 68. 30. 511. 715. 7. ' 5.3( ) 3.5( ) 7.7(0) 2.0( ) 4.1(0) 1.7( ) 12.2(S) 2.4( ) 6.3( ) .8( ) 11. 44. 24. 337. .2(0) 4.1(0) 1.2(0) 1.2(S) ' 2 5. 20. 23. 11. 11.'. 46. 16. 65. 4. 11. U. IN $3 I 2 15 1 2 20. M ) 13.8(0) 7.1(0) 3.5(o) 3.0( ) 3.6(S) 1.7( ) .8(0) 2.3(S) 8.0(S) 11. 12. 89. 116.; 1. 2. 2. 1. 35. 121. 6.0(0) 5.9(S) 2.4( ) 2.7( ) .1( ) .6( ) 2.7(0) .2( ) 1.9( ) 4.1( ) 1. 19. 137. 17.. 209. 221. 300. 19. 5. 6. .3( ) 4.7(0) 3.2( ) 6.1(S) 2.9( ) 2.2(S) 32.6(S) M ) 9.0(S) .7( ) 6. 14. 35. 12. 63. 462. 501. 420. 414. B. .6( ) .5( ) 77.7(S) 1.6( ) 2.6( ) 4.7( ) 36.0(S) 11.3(S) 2.5(S) 6.4(S) 13. 57. 28. 8. 47. 7. 8. 28. 6. 13. 1.1( ) 24.6(S) 1.5( ) 26.0(S) 6.4(S) 1.0( ) 8.7(S) 2.7( ) .8(0) 1.4( ) 376. 24. 31. 24. 55. 11. 66. 6. 76. 85. 3.4( ) 4.9(0) 2.4( ) 3.5(0) 3.5( ) 2.9(0) 3.5( ) .9( ) .9( ) 10.7(0) 524. 386. 44. 44.. 24. 68. 28. 523. 714. 1. 5.4( ) 3.6( ) 7.7(0) 2.0( ) 4.1(0) 1.7( ) 12.2(S) 2.4( ) 6.3( ) .3( ) 11. 44. 24. 364.: .1(0) 4.0(0) 1.1(0) 1.6(S) 17. 23. 11. 11.: 46. 16. 65. 4. 11. 12. .4( ) 13.9(0) 7.1(0) 3.5(0) 3.0( ) 3.5(S) 1.7( ) .8(0) 2.3(S) 8.1(S) 11. 12. 89. 116. 1. 2. 2. 3. 32. 120. 6.0(0) 5.9(S) 2.4( ) 2.7( ) .1( ) .5( ) 2.7(0) .5( ) 1.8( ) 4.1( ) 1. 19. 132. 17. 200. 211. 296. 17. 5. 5. .3( ) 4.6(0) 3.1( ) 6.1(S) 2.9( ) 2.1(S) 32.1(S) M ) 9.1(S) .6( ) 5. 11. 35. 11.' 60. 450. 489. 428. 426. 8. .6( ) AC ) 77.9(S) 1.3( ) 2.6( ) 4.6( ) 35.9(S) 11.8(S) 2.5(S) 6.5(S) 12. 57. 26. 8.. 47. 8. 9. 27. 6. 12. 1.1( ) 24.6(S) 1.4( ) 26.6(S) 6.5(S) 1.1( ) 8.8(S) 2.7( ) .8(0) 1.4( ) 395. 24. 31. 24. 55. 11. 66. 7. 69. 85. 3.5( ) 4.9(0) 2.5( ) 3.4(0) 3.5( ) 2.9(0) 3.5( ) .9( ) .9( ) 10.7(0) 531. 406. 44. 44. 24. 68. 26. 537. 715. 5. 5.4( ) 3.6( ) 7.5(0) 2.0( ) 4.0(0) 1.7( ) 12.1(S) 2.5( ) 6.3( ) .6( ) 11. 44. 24. 379. .1(0)' 3.8(0) 1.0(0) 2.0(S) 15. 23. 11. 11.. 46. 16. 65. 4. 11. 12. .4( ) 14.0(0) 7.2(0) 3.5(0) 3.0( ) 3.5(S) 1.7( ) .8(0) 2.3(S) 8.1(S) 11. 12. 89. 115., 1. 1. 2. 0. 29. 119. 6.1(0) 6.0(S) 2.4( ) 2.7( ) .1( ) M ) 2.7(0) .2( ) 1.7( ) 4.0( ) 1. 19. 129. 17.. 191. 201. 291. 15. 5. 5. .3( ) 4.5(0) 3.1( ) 6.1(S) 2.8( ) 2.0(S) 31.6(S) M ) 9.2(S) .6( ) 5. 9. 35. 7, 57. 438. 476. 435. 433. 8. .5( ) M ) 78.1(S) .9( ) 2.5( ) 4.6( ) 35.8(S) 12.1(S) 2.5(S) 6.5(S) 11. 57. 24. 8. 47. 8. 9. 26. 6. 12. 1.0( ) 24.5(S) 1.3( ) 27.2(S) 6.7(S) 1.1( ) 8.8(S) 2.7( ) .8(0) 1.4( ) 408. 24. 31. 24.! 56. 11. 67. S. 63. 85. 3.6( ) 4.8(0) 2.6( ) 3.4(0) 3.5( ) 2.9(0) 3.5( ) 1.0( ) .8( ) 10.5(0) 540. 421. 44. 44. 24. 68. 24. 553. 718. 1. 5.4( ) 3.7( ) 7.4(0) 2.0( ) 4.0(0) 1.7( ) 12.1(S) 2.5( ) 6.3( ) .3( ) 11. 44. 24. 393. .0(0) 3.7(0) .9(0) 2.3(S) 14. 23. 11. 11., 46. 16., 65. 4. 11. 12. 1 .4( ) 14.0(0) 7.2(0) 3.5(0) 3.0( ) 3.5(S) 1.7( ) .7(0) 2.2(S) 8.1(S) 11. 12. 89. 115. 0. 1. 2. 2. 27. 118. ' 6.1(0) 6.0(S) 2.4( ) 2.7( ) .1( ) .4( ) 2.6(0) .4( ) 1.6( ) 4.0( ) 1. 19. 126. 17., 184. 193. 286. 13. 5. S. .3( ) 4.5(0) 3.0( ) 6.1(S) 2.8( ) 2.0(S) 31.0(S) .4( ) 9.2(S) .6( ) ' 4. 8. 35. 6. 54. 426. 463. 439. 438. 8. .5( ) .3( ) 78.2(S) .8( ) 2.5( ) 4.5( ) 35.8(S) 12.3(S) 2.5(S) 6.5(S) ' 10. 1.0( ) 57. 24.5(S) 22. 1.3( ) 9. 27.8(S) 47. 6.8(S) 8. 1.1( ) 10. 8.9(S) 25. 2.7( ) 6. .8(0) 11. 1.4( ) 419. 24. 32. 24. 56. 11. 67. 9. 58. 85. 3.6( ) 4.7(0) 2.6( ) 3.3(0) 3.5( ) 2.9(0) 3.5( ) 1.0( ) .8( ) 10.4(0) ' 551. 429. 44. 44. 24. 68. 22. 567. 723. 4. 5.5( ) 3.7( ) 7.3(0) 2.0( ) 3.9(0) 1.7( ) 12.0(S) 2.5( ) 6.3( ) .5( ) ' 3. .6( ) 44. 3.5(0) 24. .8(0) 405. 2.5(S) 2 25. U. 23. 11. 11. 46. 16. 65. 4. 11. 12. .3( ) 14.0(0) 7.2(0) 3.5(0) 3.0( ) 3.4(S) 1.7( ) .7(0) 2.2(S) 8.1(S) ' 11. 12. 89. 115. 0. 1. 2. 0. 24. 117. 6.1(0) 6.0(S) 2.4( ) 2.7( ) .1( ) .4( ) 2.6(0) .2( ) 1.5( ) 4.0( ) 1. .3( ) 19. 4.4(0) 124. 3.0( ) 17. 6.0(S) 177. 2.7( ) 185. 1.9(S) 281. 30.4(S) 12. .4( ) 5. 9.3(S) 4. .5( ) 4. 7. 35. 5. 52. 415. 451. 441. 441. 8. .5( ) .3( ) 78.2(S) .7( ) 2.5( ) 4.5( ) 35.7(S) 12.5(S) 2.5(S) 6.5(S) ' 9. 56. 20. 9. 47. 9. 10. 25. 6. 10. .9( ) 24.4(S) 1.2( ) 28.3(S) 6.9(S) 1.1( ) 8.9(S) 2.7( ) .8(0) 1.4( ) 428. 24. 32. 24., 56. 11. 67. 9. 53. 85. ' 3.6( ) 4.7(0) 2.6( ) 3.2(0) 3.5( ) 2.8(0) 3.5( ) 1.1( ) .8( ) 10.2(0) 561. 434. 44. 44. 24. 68. 20. 577. 730. 1. 5.5( ) 3.7( ) 7.1(0) 2.0( ) 3.8(0) 1.7( ) 11.9(S) 2.5( ) 6.3( ) .3( ) ' 2. 44. 24. 413 . .4( ) 3.3(0) .6(0) 2.8(S) 2 30. 11. 23. 11. 11.' 46. 15. 65. 4. 11. 12. ' 3( ) 14.0(0) 7.2(0) 3.4(0) 3.0( ) 3.4(S) 1.7( ) .7(0) 2.1(S) 8.1(S) 11. 12. 89. 114.. 0. 1. 2. 1. 22.• 116. 6.1(0) 6.0(S) 2.4( ) 2.7( ) .1( ) .3( ) 2.6(0) .3( ) 1.5( ) 4.0( ) ' 1. 19. 122. 17. 172. 179. 275. 11. 5. 4. .2( ) 4.3(0) 2.9( ) 6.0(S) 2.7( ) 1.9(S) 29.8(S) .4( ) 9.3(S) .5( ) 4. 6. 35. 4. 50. 404. 439. 441. 442. S. ' .5( ) .3( ) 78.2(S) .6( ) 2.5( ) 4.4( ) 35.6(S) 12.5(S) 2.6(S) 6.5(S) 8. 56. 19. 9.'. 47. 9. 10. 24. 6. 10. .9( ) 24.3(S) 1.2( ) 28.8(S) 7.0(S) 1.1( ) 9.0(S) 2.7( ) .8(0) 1.4( ) ' 434. 24. 32. 24.; 56. 11. 67. 10. 48. 85. 3.6( ) 4.6(0) 2.6( ) 3.1(0) 3.5( ) 2.8(0) 3.5( ) 1.1( ) .7( ) 9.9(0) 571. 440. 44. 44.: 24. 68. 19. 585. 737. 3. ' 5.6( ) 3.8( ) 7.0(0) 2.0( ) 3.7(0) 1.7( ) 11.9(S) 2.6( ) 6.4( ) .5( ) 3. 44. 24. 419. .5( ) 3.1(0) .5(0) 2.9(S) ' 2 35. 10. 23. 11. 11. 46. 15. 65. 4. 11. 12. .3( ) 14.0(0) 7.2(0) 3.4(0) 3.0( ) 3.3(S) 1.7( ) .7(0) 2.0(S) 8.1(S) ' 11. 6.1(0) 12. 6.1(S) 88. 2.4( ) 114. 2.7( ) 0. .1( ) 1. .3( ) 2. 2.6(0) 0. .2( ) 20. 1.4( ) 116. 4.0( ) 1. 19._ 120. 17.! 167. 173. 270. 10. 5. 3. .2( ) 4.2(0) 2.9( ) 5.9(S) 2.6( ) 1.8(S) 29.3(S) .3( ) 9.4(S) .5( ) ' 3. 5. 35. 3. 48. 393. 435. 441. 441. 8. .5( ) .3( ) 78.2(S) M ) 2.5( ) 4.3( ) 35.5(S) 12.5(S) 2.6(S) 6.5(S) 7. 8( ) 56. 24.1(S) 18. 1.1( ) 9.' 29.3(S) 47. 7.1(S) 9. 1.2( ) 11. 9.0(S) 23. 2.7( ) 6. .8(0) 9. 1.4( ) 438. 24. 33. 24.. 57. 11. 67. 10. 44. 85. 3.7( ) 4.5(0) 2.7( ) 3.0(0) 3.5( ) 2.8(0) 3.5( ) 1.2( ) .7( ) 9.7(0) ' 580. 445. 44. 44. 24. 68. 17. 592. 745. 1. 5.6( ) 3.8( ) 6.8(0) 2.0( ) 3.7(0) 1.7( ) 11.8(S) 2.6( ) 6.4( ) .3( ) 2. 44. 24. 423. ' M ) 2.9(0) AM 3.1(S) 2 40. 9. 23. 11. 11- 46. 15. 65. 4. 11. 12. .3( ) 13.9(0) 7.2(0) 3.4(0) 3.0( ) 3.2(S) 1.7C ) JC0) 2.0(S) 8.1(S) 11. 12. 88. 114. 0. 1. 2. 1. 19. 115. x 6.1(0) 6.1(S) 2.4( ) 2.7( ) .1( ) .3( ) 2.6(0) .3( ) 1.3( ) 4.0( ) 0. 19. 119. 17. 164. 169. 264. 9. S. 3. ' 2( ) 4.1(0) 2.9( ) 5.9(S) 2.6( ) 1.8(S) 28.7(S) .3( ) 9.4(S) .5( ) 3. 5. 35. 3.' 47. 383. 432. 440. 441. 8. M ) .2( ) 78.2(S) M ) 2.5( ) 4.3( ) 35.4(S) 12.4(S) 2.6(S) 6.5(S) 7. 55. 17. 10.. 47. 9. 11. 23. 6. 9. .8( ) 24.0(S) 1.1( ) 29.8(S) 7.2(S) 1.2( ) 9.0(S) 2.7( ) .8(0) 1.3( ) 441. 24. 33. 24.. 57, 11. 68. 10. 40. 85. ' 3.7( ) 4.4(0) 2.7( ) 2.9(0) 3.5( ) 2.7(0) 3.5( ) 1.2( ) .7( ) 9.4(0) 588. 448. 44. 44.. 24. 68. 16. 597. 752. 2. 5.7( ) 3.8( ) 6.6(0) 2.0( ) 3.6(0) 1.7( ) 11.8(S) 2.6( ) 6.4( ) M ) 2. 44. 24. 427. .5( ) 2.7(0) .2(0) 3.2(S) 2 45. 8. 23. 11. 11. 46. 15. 65. 4. 11. 12. ' 3( ) 13.9(0) 7.2(0) 3.4(0) 3.0( ) 3.2(S) 1.7( ) .7(0) 1.9(S) 8.1(S) 11. 12. 88. 114., 0. 0. 2. 0. 17. 115. 6.1(0) 6.0(S) 2.4( ) 2.7( ) .1( ) .3( ) 2.6(0) .2( ) 1.3( ) 4.0( ) ' 0. 19. 118. 17. 161. 165. 259. 8. 5. 3. .2( ) 4.0(0) 2.9( ) 5.8(S) 2.6( ) 1.8(S) 28.1(S) .3( ) 9.4(S) .5( ) 3. 4. 35. 3. 46. 373. 428. 439. 440. 8. ' 4( ) .2( ) 78.1(S) .5( ) 2.4( ) 4.2( ) 35.1(S) 12.3(S) 2.5(S) 63(S) 6. 55. 16. 10. 47. 10. 11. 23. 6. 8. .8( ) 23.8(S) 1.1( ) 30.2(S) 7.3(S) 1.2( ) 9.0(S) 2.6( ) .8(0) 1.3( ) ' 443. 24. 33. 24. 57. 11. 68. 11. 37. 85. 3.7( ) 4.3(0) 2.7( ) 2.8(0) 3.5( ) 2.7(0) 3.5( ) 1.2( ) .7( ) 9.0(0) 594. 450. 44. 44.. 24. 68. 14. 601. 758. 1. ' 5.7( ) 3.8( ) 6.4(0) 2.0( ) 3.5(0) 1.7( ) 11.7(S) 2.6( ) 6.5( ) .3( ) 2. 44. 24. 430. M ) 2.5(0) .1(0) 3.3(S) ' 2 50. 8. 23. 11. 11. 46. 15. 65. 4. 11. 12. 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S. .4( ) .2( ) 78.1(S) 5( ) 2.4( ) 4.2( ) 34.9(S) 12.2(S) 2.5(S) 6.5(S) 6. 7( ) 55. 23.6(S) 15. 1.0( ) 10. 30.7(S) 48. 7.3(S) 10. 1.2( ) 11. 9.0(S) 22. 2.6( ) 6. .8(0) S. 1.3( ) 444. 24. 34. 24. 58. 11. 68. 11. 34. 85. 3.7( ) 4.1(0) 2.7( ) 2.7(0) 3.5( ) 2.7(0) 3.5( ) 1.2( ) .6( ) 8.7(0) ' 599. 451. 44. 44. 24. 68. 13. 601. 764. 2. 5.7( ) 3.8( ) 6.2(0) 2.0( ) 3.4(0) 1.7( ) 11.7(S) 2.6( ) 6.5( ) .4( ) 2. 44. 13. 432. .5( ) 2.3(0) 1.1( ) 3.4(S) 2 55. 7. 23. 11. 11. 46. 15. 65. 4. 11. 12. .3( ) 13.8(0) 7.2(0) 3.3(0) 3.0( ) 3.0(S) 1.7( ) .6(0) 1.8(S) 8.1(S) 11. 12. 88. 113.; 0. 0. 2. 0. 15. 114. 6.0(0) 6.0(S) 2.4( ) 2.7( ) .0( ) .2( ) 2.6(0) .2( ) 1.2( ) 4.0( ) 0. 19. 117. 17. 156. 159. 248. 7. 5. 3. ' .2( ) 3.8(0) 2.9( ) 5.7(S) 2.5( ) 1.7(S) 26.9(S) .3( ) 9.5(S) .4( ) 3. 4. 35. 2. 45. 355. 417. 435. 436. 8. .4( ) .2( ) 78.0(S) .5( ) 2.4( ) 4.1( ) 34.6(S) 12.1(S) 2.5(S) 6.5(S) ' S. 54. 14. 10. 48. 10. 11. 22. 6. 7. .7( ) 23.5(S) 1.0( ) 31.1(S) 7.4(S) 1.2( ) 9.0(S) 2.6( ) .8(0) 1.3( ) 445. 24. 34. 24, 58. 11. 69, 11. 32. 85. ' 3.7( ) 4.0(0). 2.7( ) 2.6(0) 3.5( ) 2.6(0) 3.5( ) 1.2( ) .6( ) 8.4(0) 602. 451. 44. 44. 24. 68. 12. 595. 767. 1. 5.7( ) 3.8( ) 6.1(0) 2.0( ) 3.3(0) 1.7( ) 11.7(S) 2.6( ) 6.5( ) .3( ) ' 2. 44. 0. 433. .4( ) 2.0(0) .0( ) 3.4(S) 3 0. 6. 23. 11. 11., 46. 15. 65. 4. 11. 12. .3( ) 13.7(0) 7.2(0) 3.2(0) 3.0( ) 3.0(S) 1.7( ) .6(0) 1.7(S) 8.0(S) 11. 12. 88. 113.; 0. 0. 2. 0. 13. 114. 6.0(0) 6.0(S) 2.4( ) 2.7( ) .0( ) .2( ) 2.6(0) .2( ) 1.1( ) 4.0( ) ' 0. 19. 116. 17. 154. 156. 243. 6. 5. 2. .2( ) 3.7(0) 2.8( ) 5.6(S) 2.5( ) 1.7(S) 26.4(S) .3( ) 9.5(S) .4( ) 2. 3. 35. 2.; 44. 347. 411. 433. 434. 8. ' .4( ) .2( ) 77.9(S) .4( ) 2.4( ) 4.1( ) 34.4(S) 12.0(S) 2.5(S) 6.4(S) 5. 54. 14. 10.; 48. 10. 11. 21. 6. 7. .7( ) 23.3(S) 1.0( ) 31.5(S) 7.5(S) 1.3( ) 9.0(S) 2.6( ) .8(0) 1.3( ) ' 445. 24. 34. 24. 58. 11. 69. 11. 29. 85. 3.7( ) 3.9(0) 2.7( ) 2.5(0) 3.5( ) 2.6(0) 3.5( ) 1.2( ) .6( ) 8.0(0) 601. 451. 44. 44. 24. 68. 12. 591. 769. 1. ' 5.7( ) 3.8( ) 5.8(0) 2.0( ) 3.2(0) 1.7( ) 11.6(S) 2.6( ) 6.5( ) .3( ) 2. 44. 5. 433., .4(') 1.8(0) .7( ) 3.4(S) ' 3 5. 6. 23. 11. 11. 46. 15. 65. 4. 11. 12. .3( ) 13.6(0) 7.2(0) 3.2(0) 3.0( ) 2.9(S) 1.7( ) .6(0) 1.7(S) 8.0(S) 11. 12. 88. 113, 0, 0, 2. 0. 12, 114, ' 6.0(0) 6.0(S) 2.4( ) 2.7( ) .0( ) .2( ) 2.6(0) .2( ) 1.1( ) 4.0( ) 0. 19. 116. 17.. 152. 154. 238. 6. 5. 2. .2( ) 3.6(0) 2.8( ) 5.5(S) 2.5( ) 1.7(S) 25.9(S) .3( ) 9.5(S) M ) 2. 3. 35. 2. 43. 339. 404. 430. 431. 8. .4( ) .2( ) 77.8(S) .4( ) 2.4( ) 4.1( ) 34.1(S) 11.8(S) 2.5(S) 6.4(S) 4. 53. 13. 11. 48. 11. 11. 21. 6. 7. .6( ) 23.1(S) .9( ). 32.0(S) 7.5(S) 1.3( ) 9.0(S) 2.6( ) .8(0) 1.3( ) 444. 24. 34. 24.' 58. 11. 69. 11. 27. 85. 3.7( ) 3.8(0) 2.7( ) 2.3(0) 3.5( ) 2.5(0) 3.5( ) 1.2( ) .6( ) 7.6(0) 600. 450. 44. 44. 24. 68. 11. 588. 768. 1. 5.7( ) 3.8( ) 5.6(0) 2.0( ) 3.1(0) 1.7( ) 11.6(S) 2.6( ) 6.5( ) .3( ) 1. 44. 1. 433. '4( ) 1.6(0) .2( ) 3.4(S) 3 10. 6. 23. 11. 11. 46. 15. 64. 4. 11. 12. .2( ) 13.5(0) 7.1(0) 3.1(0) 3.0( ) 2.8(S) 1.7( ) .6(0) 1.6(S) 8.0(S) ' 11. 12. 88. 113. 0. 0. 2. 0. 12. 114. 5.9(0) 6.0(S) 2.4( ) 2.7( ) .0( ) .2( ) 2.6(0) .2( ) 1.0( ) 4.0( ) 0. 19. 115. 17. 150. 152. 233. 5. 5. 2. 1( ) 3.5(0) 2.8( ) 5.5(S) 2.5( ) 1.7(S) 25.3(S) .3( ) 9.5(S) M ) 2. 3. 35. 2. 43. 332. 398. 426. 428. 8. M ) .2( ) 77.7(S) .4( ) 2.4( ) 4.0( ) 33.8(S) 11.6(S) 2.5(S) 6.4(S) ' 4. 53. 12. 11. 48. 11. 11. 21. 6. 6. .6( ) 22.9(S) .9( ) 32.4(S) 7.6(S) 1.3( ) 9.0(S) 2.6( ) .7(0) 1.3( ) 444. 24. 35. 24. 59. 11. 70. 11. 25. 85. ' 3.7( ) 3.7(0) 2.7( ) 2.2(0) 3.5( ) 2.5(0) 3.5( ) 1.2( ) .6( ) 7.2(0) 598. 449. 44. 44- 24. 68. 10. 586. 766. 1. 5.7( ) 3.8( ) 5.4(0) 2.0( ) 3.0(0) 1.7( ) 11.6(S) 2.6( ) 6.5( ) .3( ) 2. 44. 4. 433. ' M ) 1.3(0) .6( ) 3.4(S) 3 15. 5. 23. 11. 11. 46. 15. 64. 4. 11. 12. ' 2( ) 13.5(0) 7.1(0) 3.1.(0) 3.0( ) 2.8(S) 1.7( ) .6(0) 1.5(S) 7.9(S) 11. 12. 88. 113. 0. 0. 2. 0. 11. 113. 5.9(0) 5.9(S) 2.4( ) 2.7( ) .0( ) .2( ) 2.6(0) .1( ) 1.0( ) 4.0( ) ' 0. 19. 115. 17. 149. 151. 229. 5. S. 2. .1( ) 3.4(0) 2.8( ) 5.4(S) 2.5( ) 1.6(S) 24.9(S) .3( ) 9.5(S) M ) 2. 3. 34. 2. 42. 325. 391. 422. 424. 8. ' .3( ) .2( ) 77.5(S) .4( ) 2.4( ) 4.0( ) 33.4(S) 11.4(S) 2.5(S) 6.4(S) 4. 52. 12. 11. 48. 11. 10. 21. 6. 6. .6( ) 22.7(S) .9( ) 32.8(S) 7.7(S) 1.3( ) 9.0(S) 2.6( ) .7(0) 1.3( ) ' 442. 24. 35. 24.1 59. 11. 70. 11. 24. 85. 3.7( ) 3.5(0) 2.7( ) 2.1(0) 3.5( ) 2.4(0) 3.5( ) 1.2( ) .6( ) 6.8(0) 595. 448. 44. 44.. 24. 68. 9. 584. 764. 1. 5.7( ) 3.8( ) 5.2(0) 2.0( ) 2.9(0) 1.7( ) 11.5(S) 2.6( ) 6.5( ) .2( ) 1. 44. 1. 432.: M ) 1.1(0) .3( ) 3.4(S) ' 3 20. 5. 23. 11. 11.: 46. 15. 64. 4. 11. 12. 2( ) 13.4(0) 7.1(0) 3.0(o) 3.0( ) 2.7(S) 1.7( ) .5(0) 1.5(S) 7.9(S) 11. 12. 88. 112. 0. 0. 2. 0. 10. 113. ' 5.9(0) 5.9(S) 2.4( ) 2.7( ) .0( ) .2( ) 2.5(0) .1( ) .9( ) 4.0( ) 0. 19. 114. 17., 148. 149. 224. 5. 5. 2. .1( ) 3.3(0) 2.8( ) 5.3(S) 2.5( ) 1.6(S) 24.4(S) .3( ) 9.5(S) .4( ) ' 2. 2. 34. 1., 42. 318. 384. 418. 420. 8. .3( ) .2( ) 77.4(S) .4( ) 2.4( ) 3.9( ) 33.1(S) 11.2(S) 2.5(S) 6.3(S) 4. 52. 11. 11. 48. 11. 10. 20. 6. 6. .6( ) 22.5(S) .9( ) 33.2(S) 7.7(S) 1.3( ) 8.9(S) 2.6( ) .7(0) 1.3( ) 440. 24. 35. 24. 59. 11. 70. 10. 22. 85. 3.7( ) 3.4(0) 2.7( ) 2.0(0) 3.5( ) 2.4(0) 3.5( ) 1.2( ) .5( ) 6.4(0) ' 593. 446. 44. 44. 24. 68. 9. 582. 761. 1. 5.7( ) 3.8( ) 5.0(0) 2.0( ) 2.7(0) 1.7( ) 11.5(S) 2.5( ) 6.5( ) .3( ) 1. 44. 3. 430.' '4( ) .9(0) .5( ) 3.3(S) 3 25. 4. 23. 11. 11. 46. 15. 64. 4. 11. 12. .2( ) 13.3(0) 7.1(0) 3.0(0) 3.0( ) 2.6(S) 1.7( ) .5(0) 1.4(S) 7.8(S) ' 11. 12. 88. 112. 0. 0. 2. 0. 9. 113. 5.8(0) 5.9(S) 2.4( ) 2.7( ) .0( ) .2( ) 2.5(0) .1( ) .9( ) 4.0( ) 0. 19. 114. 17. 146. 148. 220. 4. 5. 2. 1( ) 3.2(0) 2.8( ) 5.2(S) 2.5( ) 1.6(S) 23.9(S) .2( ) 9.5(S) .3( ) 2. 2. 34. 1. 42. 312. 377. 414. 416. 8. .3( ) .2( ) 77.2(S) .4( ) 2.4( ) 3.9( ) 32.8(S) 11.0(S) 2.5(S) 6.3(S) ' 3. 51. 11. 12. 48. 11. 10. 20. 6. 5. .5( ) 22.2(S) .9( ) 33.6(S) 7.7(S) 1.4( ) 8.9(S) 2.6( ) .7(0) 1.3( ) 438. 24. 35. 24.. 59. 11. 70. 10. 21. 85. ' 3.7( ) 3.3(0) 2.7( ) 1.9(0) 3.5( ) 2.3(0) 3.5( ) 1.2( ) .5( ) 5.9(0) 591. 4". 44. 44. 24. 68. 8. 580. 758. 1. 5.7( ) 3.8( ) 4.8(0) 2.0( ) 2.6(0) 1.7( ) 11.5(S) 2.5( ) 6.5( ) .2( ) 1. 44. 1. 428. .4( ) .6(0) .3( ) 3.3(S) 3 30. 4. 23. 11. 11. 46. 14. 64. 4. 11. 12. ' .2( ) 13.2(0) 7.0(0) 2.9(0) 3.0( ) 2.5(S) 1.7( ) .5(0) 1.3(S) 7.8(S) 11. 12. 88. 112. 0. 0. 2. 0. 9. 113. 5.8(0) 5.9(S) 2.4( ) 2.7( ) .0( ) .2( ) 2.5(0) .1( ) .9( ) 4.0( ) ' 0. 19. 114. 17. 145. 147. 217. 4. 5. 2. .1( ) 3.1(0) 2.8( ) 5.1(S) 2.4( ) 1.6(S) 23.5(S) .2( ) 9.5(S) .3( ) 2. 2. 34. 1.. 41. 306. 371. 409. 411. 8. ' .3( ) .2( ) 77.1(S) .3( ) 2.4( ) 3.9( ) 32.5(S) 10.7(S) 2.5(S) 6.3(S) 3. 51. 10. 12.; 48. 12. 10. 20. 6. 5. .5( ) 22.0(S) .8( ) 33.9(S) 7.8(S) 1.4( ) 8.9(S) 2.6( ) .7(0) 1.3( ) 435. 24. 36. 24.1 60. 11. 71. 10. 19. 85. 3.7( ) 3.1(0) 2.7( ) 1.7(0) 3.5( ) 2.3(0) 3.5( ) 1.2( ) .5( ) 5.5(0) 589. 441. 44. 44. 24. 68. B. 577. 755. 1. 5.7( ) 3.8( ) 4.6(0) 2.0( ) 2.5(0) 1.7( ) 11.5(S) 2.5( ) 6.5( ) .2( ) 1. 44. 2. 425. .4( ) AM .4( ) 3.2(S) ' 3 35. 4. 23. 11. 11.1 46. 14. 64. 4. 11. 12. .2( ) 13.1(0) 7.0(0) 2.9(0) 3.0( ) 2.5(S) 1.7( ) .5(0) 1.3(S) 7.7(S) 11. 5.7(0) 12. 5.8(S) 88. 2.4( ) 112. 2.7( > 0. .0( ) 0. .2( ) 2. 2.5(0) 0. .1( ) 8. .8( ) 112. 4.0( ) 0. 19. 113. 17. 144. 145. 215. 4. S. 2. .1( ) 3.0(0) 2.8( ) SAM 2.4( ) 1.6(S) 23.0(S) .2( ) 9.5(S) .3( ) 1. 2. 34. 1.: 41. 301. 364. 404. 407. 8. .3( ) .1( ) 76.9(S) .3( ) 2.4( ) 3.8( ) 32.2(S) 10.4(S) 2.4(S) 6.2(S) 3. 50. 10. 12. 48. 12. 10. 20. 6. 5. ' .5( ) 21.8(S) .8( ) 34.3(S) 7.8(S) 1.4( ) 8.9(S) 2.6( ) .7(0) 1.3( ) 432. 24. 36. 24. 60. 11. 71. 10. 18. 85. 3.6( ) 3.0(0) 2.7( ) 1.6(0) 3.5( ) 2.2(0) 3.5( ) 1.1( ) .5( ) 5.0(0) ' 586. 438. 44. 44. 24. 68. 7. 574. 752. 1. 5.7( ) 3.8( ) 4.3(0) 2.0( ) 2.4(0) 1.7( ) 11.4(S) 2.5( ) 6.4( ) .2( ) 1. 44. 1. 422. ' .3( ) .1 (0) .3( ) 3. 3.1,(S) 3 40. 4. 23. 11. 11. 46. 14. 64. 4. 11. 12. .2( ) 13.0(0) 7.0(0) 2.8(0) 3.0( ) 2.4(S) 1.6( ) .5(0) 1.2(S) 7.7(S) ' 11. 12. 87. 112. 0. 0. 2. 0. 8. 112. 5.7(0) 5.8(S) 2.4( ) 2.7( ) .0( ) .2( ) 2.5(0) .1( ) .8( ) 4.0( ) 0. 19. 113. 17. 143. 144. 212. 4. 5. 1. ' .1( ) 2.8(0) 2.8( ) 4.9(S) 2.4( ) 1.6(S) 22.6(S) .2( ) 9.4(S) .3( ) 1. 2. 34. 1.. 40. 296. 358. 397. 401. 8. .3( ) .1( ) 76.8(S) .3( ) 2.4( ) 3.8( ) 31.9(S) 10.2(S) 2.4(S) 6.2(S) ' 3. 50. 10. 12. 48. 12. 9. 20. 6. 5. .5( ) 21.6(S) .8( ) 34.7(S) 7.8(S) 1.4( ) 8.9(S) 2.6( ) .7(0) 1.2( ) 428. 24, 36, 24, 60. 11. 71. 10, 17. 85. ' 3.6( ) 2.9(0) 2.7( ) 1.5(0) 3.5( )' 2.2(0) 3.5( ) 1.1( ) .5( ) 4.6(0) .582. 434. 44. 44. 24. 68. 7. 563. 749. 1. 5.6( ) 3.7( ) 4.1(0) 2.0( ) 2.3(0) 1.7() 11.4(S) 2.5( ) 6.4( ) .2( ) ' 1. 10. 2. 419. .3( ) .9( ) .4( ) 3.0(S) 3 45. 3. 23. 11. 11. 46. 14. 64. 4. 11. U. ' 2( ) 12.8(0) 6.9(0) 2.8(0) 3.0( ) 2.3(S) 1.6( ) AM 1.1(S) 7.6(S) 11. 12. 87. 112.' 0. 0. 2. 0. 7. 112. 5.7(0) 5.7(S) 2.4( ) 2.6( ) .0( ) .1( ) 2.5(0) .1( ) .8( ) 4.0( ) ' 0. 19. M. 17. 142. 143. 210. 3. 5. 1. .1( ) 2.7(0) 2.8( ) 4.8(S) 2.4( ) 1.6(S) 22.2(S) .2( ) 9.4(S) .3( ) 1. 2. 34. 1.. 40. 292. 352. 381. 390. 8. ' 3( ) .1( ) 76.6(S) .3( ) 2.4( ) 3.8( ) 31.6(S) 9.9(S) 2.4(S) 6.2(S) 2. 49. 9. 12. 48. 12. 9. 19. 6. 4. .5( ) 21.4(S) .8( ) 35.0(S) 7.9(S) 1.4( ) 8.8(S) 2.6( ) .6(0) 1.2( ) ' 424. 24. 36. 24.. 60. 11. 71. 10. 16. 85. 3.6( ) 2.7(0) 2.7( ) 1.3(0) 3.5( ) 2.1(0) 3.5( ) 1.1( ) .5( ) 4.1(0) 574. 430. 44. 44., 24. 68. 6. 546. 744. 1. ' 5.6( ) 3.7( ) 3.9(0) 2.0( ) 2.2(0) 1.7( ) 11.4(S) 2.5( ) 6.4( ) .2( ) 1. 5. 1. 415.: .3( ) .6( ) .3( ) 2.8(S) ' 3 50. 3. 23. 11. 11.: 46. 14. 64. 4. 11. 12. RE 1 ' 3 55 4 0. 14 .2( ) 12.7(0) 6.9(0) 2.7(0) 3.0( ) 2.2(S) 1.6( ) AM 1.0(S) 7.6(S) 11. 12. 87. 111., 0. 0. 2. 0. 7. 112. 5.6(0) 5.7(S) 2.4( ) 2.6( ) .0( ) .1( ) 2.5(0) .1( ) .8( ) 4.0( ) 0. 19. 113. 17. 141. 143. 208. 3. 5. 1. .1( ) 2.6(0) 2.8( ) 4.7(S) 2.4( ) 1.6(S) 21.8(S) .2( ) 9.4(S) .3( ) 1. 2. 34. 1., 40: 288. 346. 368. 376. 8. .3( ) .1( ) 76.4(S) .3( ) 2.4( ) 3.8( ) 31.4(S) 9.7(S) 2.3(S) 6.1(S) 2. 49. 9. 12. 48. 12. 9. 19. 6. 4. .4( ) 21.2(S) .8( ) 35.4(S) 7.9(S) 1.4( ) 8.8(S) 2.5( ) .6(0) 1.2( ) 419. 24. 36. 24. 60. 11. 71. 9. 15. 85. 3.6( ) 2.6(0) 2.8( ) 1.2(0) 3.5( ) 2.1(0) 3.5( ) 1.1( ) .5( ) 3.6(0) 565. 425. 44. 44. 24. 68. 6. 535. 737. 1. 5.6( ) 3.7( ) 3.6(0) 2.0( ) 2.0(0) 1.7( ) 11.4(S) 2.5( ) 6.4( ) .2( ) 1. 9. 1. 409. .3( ) .8( ) .3( ) 2.6(S) 3. 23. 11. 11., 46. 14. 64. 4. 11. 12. .2( ) 12.6(0) 6.8(0) 2.7(0) 3.0( ) 2.1(S) 1.6( ) AM 1.0(S) 7.5(S) 11. 12. 87. 111. 0. 0. 2. 0. 6. 112. 5.6(0) 5.7(S) 2.4( ) 2.6( ) .0( ) .1( ) 2.5(0) .1( ) .7( ) 4.0( ) 0. 19. 112. 17. 141. 142. 206. 3. S. 1. 1( ) 2.5(0) 2.8( ) 4.6(S) 2.4( ) 1.6(S) 21.4(S) .2( ) 9.4(S) .3( ) 1. 1. 34. 1. 39. 285. 340. 359. 365. 8. .3( ) .1( ) 76.3(S) .3( ) 2.4( ) 3.7( ) 31.1(S) 9.6(S) 2.3(S) 6.1(5) 2. 48. 8. 13. 48. 13. 9. 19. 6. 4. M ) 21.0(S) .8( ) 35.7(S) 7.9(S) 1.5( ) 8.8(S) 2.5( ) .6(0) 1.2( ) 411. 24. 37. 24. 61. 11. 72. 9. 14. 85. 3.6( ) 2.4(0) 2.8( ) 1.1(0) 3.5( ) 2.0(0) 3.6( ) 1.1( ) .5( ) 3.1(0) 555. 418. 44. 44. 24. 68. 6. 526. 728. 0. 5.5( ) 3.7( ) 3.4(0) 2.0( ) 1.9(0) 1.7( ) 11.4(S) 2.5( ) 6.3( ) .2( ) 1. 5. 1. 399. .3( ) .6( ) .3( ) 2.4(S) 3. 23. 11. 11.46. 14. 63. 4. 11. 12. .2( ) 12.5(0) 6.8(0) 2.6(0) 3.0( ) 2.1(S) 1.6( ) AM S(S) 7.5(S) 11. 12. 87. Ill .: 0. 0. 2. 0. 6. 111. 5.5(0) 5.6(S) 2.4( ) 2.6( ) .0( ) .1( ) 2.5(0) .1( ) .7( ) 4.0( ) 0. 19. 112. 17. 140. 141. 204. 3. 5. 1. .1( ) 2.4(0) 2.8( ) 4.5(S) 2.4( ) 1.6(S) 21.0(S) .2( ) 9.4(S) .3( ) 1. 1. 34. 1.' 39. 281. 335. 351. 355. 8. 3( ) .1( ) 76.1(S) .3( ) 2.4( ) 3.7( ) 30.9(S) 9.5(S) 2.2(S) 6.0(S) 2. 48. B. 13. 48. 13. 8. 19. 6. 4. M ) 20.7(S) .7( ) 36.1(S) 7.9(S) 1.5( ) 8.8(S) 2.5( ) .6(0) 1.2( ) 401. 24. 37. 24.. 61. 11. 72. 9. 13. 85. 3.5( ) 2.3(0) 2.8( ) 1.0(0) 3.5( ) 2.0(0) 3.6( ) 1.1( ) M ) 2.6(0) 545. 409. 44. 44. 24. 68. 5. 517. 718. 0. 5.5( ) 3.7( ) 3.1(0) 2.0( ) 1.8(0) 1.7( ) 11.3(S) 2.4( ) 6.3( ) .2( ) 1. 8. 1. 389. .3( ) .8( ) .3( ) 2.2(S) 5. 3. 23. 11. 11.: 46. 14. 63. 4. 11. 12. ' 12.4(0) 6.8(0) 2.5(0) 3.0( .2( ) ) 2.0(S) 1.6( ) AM .8(S) 7.4(S) 11. 12. 87. 111.; 0. 0. 2. 0. 6. 111. 5.4(0) 5.6(S) 2.4( ) 2.6( ) .0( ) .1( ) 2.4(0) .1( ) .7( ) 4.0( ) 0. 19. 112. 17., 139. 140. 201. 3. 5. 1. .1( ) 2.2(0) 2.8( ) 4.4(S) 2.4( ) 1.6(S) 20.6(S) .2( ) 9.4(S) .3( ) ' 1. 1. 34. 1., 39. 278. 330. 344. 348. 8. .3( ) .1( ) 75.9(S) .2( ) 2.4( ) 3.7( ) 30.6(S) 9.4(S) 2.2(S) 6.0(S) 2. 47. 8. 13.1 48. 13. 8. 19. 6. 4. ' 4( ) 20.5(S) .7( ) 36.4(S) 7.9(S) 1.5( ) 8.7(S) 2.5( ) .6(0) 1.2( ) 391. 24. 37. 24. 61. 11. 72. 9. 12. 85. 3.5( ) 2.1(0) 2.8( ) .8(0) 3.5( ) 1.9(0) 3.6( ) 1.0(.) .4( ) 2.1(0) ' 536. 399. 44. 44.' 24. 68. 5. 507. 708. 0. 5.4( ) 3.6( ) 2.9(0) 2.0( ) 1.7(0) 1.7( ) 11.3(S) 2.4( ) 6.2( ) .2( ) 1. 5. 1. 379. .3( ) .6( ) .3( ) 1.9(S) 4 10. 2. 23. 11. 11. 46. 14. 63. 4. 11. 12. .2( ) 12.3(0) 6.7(0) 2.5(0) 3.0( ) 1.9(S) 1.6( ) .3(0) .7(S) 7.4(S) 11. 12. 87. 111. 0. 0. 2. 0. 6. 111. 5.4(0) 5.5(S) 2.4( ) 2.6( ) .0( ) .1( ) 2.4(0) .1( ) .7( ) 4.0( ) 0. 19. 112. 17. 139. 139. 199. 2. S. 1. ' 1( ) 2.1(0) 2.8( ) 4.3(S) 2.4( ) 1.6(S) 20.3(S) .2( ) 9.4(S) .3( ) 1. 1. 34. 1. 38. 275. 325. 337. 341. 8. .3( ) .1( ) 75.7(S) .2( ) 2.4( ) 3.7( ) 30.4(S) 9.3(S) 2.2(S) 6.0(S) 2. 47. 8. 13. 48. 13. 8. 19. 6. 4. ' .4( ) 20.3(S) .7( ) 36.8(S) 7.9(S) 1.5( ) 8.7(S) 2.5( ) .5(0) 1.2( ) 381. 24. 37. 24. 61. 11. 72. 8. 12. 85. 3.4( ) 2.0(0) 2.8( ) .7(0) 3.5( ) 1.8(0) 3.6( ) 1.0( ) .4( ) 1.6(0) ' 526. 389. 44. 44. 24. 68. 5. 497. 699. 0. 5.4( ) 3.6( ) 2.6(0) 2.0( ) 1.6(0) 1.7( ) 11.3(S) 2.4( ) 6.2( ) .2( ) 1. 7. 1. 370. ' .3( ) .7( ) .3( ) 1.7(S) 4 15. 2. 23. 11. 11.: 46. 14. 63. 4. 11. 12. 2( ) 12.1(0) 6.7(0) 2.4(0) 3.0( ) 1.8(S) 1.6( ) .3(0) .7(S) 7.3(S) ' 11. 12. 87. 111., 0. 0. 2. 0. 5. 111. 5.3(0) 5.5(S) 2.4( ) 2.6( ) .0( ) .1( ) 2.4(0) .1( ) .7( ) 4.0( ) 0. 19. 112. 17.' 138. 139. 197. 2. 5. 1. ' .1( ) 2.0(0) 2.8( ) 4.2(S) 2.4( ) 1.6(S) 19.9(S) .2( ) 9.3(S) .3( ) 1. 1. 34. 1.; 38. 272. 321. 335. 337. 8. .2( ) .1( ) 75.5(S) .2( ) 2.4( ) 3.6( ) 30.2(S) 9.2(S) 2.2(S) 5.9(S) 2. 46. 7. 13. 48. 13. 8. 19. 6. 3. .4( ) 20.1(S) .7( ) 37.1(S) 7.9(S) 1.5( ) 8.7(S) 2.5( ) .5(0) 1.2( ) 372. 24. 37. 24. 61. 11. 72. B. 11. 85. ' 3.4( ) 1.8(0) 2.8( ) .5(0) 3.5( ) 1.8(0) 3.6( ) 1.0( ) .4( ) 1.1(0) 516. 380. 44. 44., 24. 68. 4. 487. 689. 0. 5.3( ) 3.5( ) 2.4(0) 2.0( ) 1.4(0) 1.7( ) 11.3(S) 2.4( ) 6.2( ) .2( ) ' 1. 5. 1. 362. .3( ) .6( ) .3( ) 1.6(S) ' 4 20. 2. 23. 11. 11. 46. 13. 63. 4. 11. 12. i 1 1 qz .2( ) 12.0(0) 6.6(0) 2.3(0) 3.0( ) 1.8(S) 1.6( ) .3(0) .6(S) 7.2(S) 11. 12. 87. 110. 0. 0. 2. 0. 5. 111. ' 5.3(0) 5.4(S) 2.4( ) 2.6( ) .0( ) .1( ) 2.4(0) .1( ) .6( ) 4.0( ) 0. 19. 111. 17.1 137. 138. 195. 2. 5. 1. .1( ) 1.9(0) 2.8( ) 4.1(S) 2.4( ) 1.5(S) 19.5(S) .2( ) 9.3(S) .2( ) 1. 1. 33. 0. 38. 269. 316. 334. 335. S. .2( ) .1( ) 75.3(S) .2( ) 2.4( ) 3.6( ) 30.0(S) 9.1(S) 2.2(S) 5.9(S) 2. 46. 7. 14. 48. 13. 8. 19. 6. 3. 4( ) 19.9(S) .7( ) 37.4(S) 7.9(S) 1.5( ) 8.7(S) 2.5( ) .5(0) 1.2( ) 363. 24. 37. 24. 62. 11. 73. 8. 10. 85. 3.4( ) 1.7(0) 2.8( ) AM 3.5( ) 1.7(0) 3.6( ) 1.0( ) .4( ) .6(0) 507. 370. 44. 44. 24. 68. 4. 477. 679. 0. 5.3( ) 3.5( ) 2.1(0) 2.0( ) 1.3(0) 1.7( ) 11.3(S) 2.4( ) 6.1( ) .2( ) 1. 6. 1. 351.' .3( ) .7( ) .3( ) 1.4(S) 4 25. 2. 23. 11. 11.: 46. 13. 63. 4. 11. 12. .2( ) 11.9(0) 6.6(0) 2.3(0) 3.0( ) 1.7(S) 1.6( ) .3(0) .5(S) 7.2(S) 11. 12. 87. 110. 0. 0. 2. 0. 5. 111. 5.2(0) 5.4(S) 2.4( ) 2.6( ) .0( ) .1( ) 2.4(0) .0( ) .6( 4.0( ) 0. 19. 111. 17. 137. 138. 193. 2. 5. 1. 1( ) 1.8(0) 2.8( ) 4.0(S) 2.4( ) 1.5(S) 19.2(S) .2( ) 9.3(S) .2( ) 1. 1. 33. 0. 38. 266. 312. 331. 333. 8. .2( ) .1( ) 75.2(S) .2( ) 2.4( ) 3.6( ) 29.8(S) 9.0(S) 2.2(S) S AM 2. 45. 7. 14. 48. 14. 7. 19. 6. 3. .3( ) 19.6(S) .7( ) 37.7(S) 7.9(S) 1.6( ) 8.7(S) 2.5( ) .5(0) 1.2( ) 354. 24. 38. 24.` 62. 11. 73. 8. 10. 85. 3.3( ) 1.5(0) 2.8( ) .3(0) 3.5( ) 1.7(0) 3.6( ) 1.0( ) .4( ) .1(0) 497. 361. 44. 44. 24. 68. 4. 468. 669. 0. 5.2( ) 3.5( ) 1.9(0) 2.0( ) 1.2(0) 1.7( ) 11.3(S) 2.3( ) 6.1( ) .2( ) 1. 5. 1. 344. .3( ) .6( ) .2( ) 1.3(S) 4 30. 2. 23. 11. 11. 46. 13. 63. 4. 11. 12. 2( ) 11.8(0) 6.5(0) 2.2(0) 3.0( ) 1.6(S) 1.6( ) .2(0) .5(S) 7.1(S) 11. 12. 86. 110.; 0. 0. 2. 0. 5. 110. 5.2(0) 5.3(S) 2.4( ) 2.6( ) .0( ) .1( ) 2.4(0) .0( ) .6( ) 4.0( ) 0. 19. 111. 17.. 136. 137. 192. 2. 5. 1. .1( ) 1.6(0) 2.8( ) 3.9(S) 2.4( ) 1.5(S) 18.9(S) .2( ) 9.3(S) .2( ) 1. 1. 33. 0.! 37. 263. 308. 329. 330. S. .2( ) .1( ) 75.0(S) .2( ) 2.4( ) 3.6( ) 29.6(S) 8.8(S) 2.1(S) 5.8(S) 1. 45. 7. 14. 48. 14. 7. 18. 6. 3. .3( ) 19.4(S) .7( ) 38.1(S) 7.9(S) 1.6( ) 8.6(S) 2.5( ) .5(0) 1.2( ) 347. 24. 38. 24.� 62. 11. 73. 8. 9. 42. 3.3( ) 1.4(0) 2.8( ) .1(0) 3.5( ) 1.6(0) 3.6( ) 1.0( ) .4( ) 2.1( ) 487. 353. 44. 44. 24. 68. 4. 458. 648. 0. 5.2( ) 3.4( ) 1.6(0) 2.0( ) 1.0(0) 1.7() 11.3(S) 2.3( ) 6.0( ) .2( ) 1. 6. 1. 339. .3( ) .6( ) .2( ) 1.2(S) 4 35. 2. 23. 11. 11.. 46. 13. 63. 4. 11. 12. i I 2( ) 11.6(0) 6.5(0) 2.2(0) 3.0( ) 1.5(S) 1.6( ) .2(0) .4(S) 7.0(S) 11. 12. 86. 110. 0. 0. 2. 0. 4. 110. 5.1(0) 5.3(S) 2.4( ) 2.6( ) .0( ) .1( ) 2.4(0) .0( ) .6( ) 4.0( ) 0. 19. 111. 17.: 136. 136. 190. 2. 5. 1. .1( ) 1.5(0) 2.8( ) 3.8(S) 2.4( ) 1.5(S) 18.5(S) .2( ) 9.3(S) .2( ) ' 1. 1. 33. 0.1 37. 260. 304. 326. 328. 8. .2( ) .1( ) 74.8(S) .2( ) 2.4( ) 3.6( ) 29.4(S) 8.7(S) 2.1(S) 5.7(S) 1. 44. 6. 14. 48. 14. 7. 18. 6. 3. ' .3( ) 19.2(S) -A ) 38.4(S) 7.9(S) 1.6( ) 8.6(S) 2.5( ) .4(0) 1.1( ) 342. 24. 38. 20.': 61. 11. 73. 7. 9. 4. 3.3( ) 1.2(0) 2.8( ) 1.4( ) 3.5( ) 1.5(0) 3.6( ) .9( ) A( ) .6( ) ' 477. 347. 44. 44., 24. 68. 3. 449. 612. 0. 5.1( ) 3.4( ) 1.4(0) 2.0( ) .9(0) 1.7( ) 11.2(S) 2.3( ) 5.8( ) .2( ) ' 1. 3( ) 5. .b( ) 1. .2( ) 335. 1.2(S) 4 40. 2. 23. 11. 11. 46. 13. 63. 4. 11. 12. 1( ) 11.5(0) 6.4(0) 2.1(0) 3.0( ) 1.4(S) 1.6( ) .2(0) .3(S) 7.0(S) ' 11. 12. 86. 110. 0. 0. 2. 0. 4. 110. 5.0(0) 5.2(S) 2.4( ) 2.6( ) .0( ) .1( ) 2.4(0) .0( ) .b( ) 4.0( ) 0. .1( ) 19. 1.4(0) 111. 2.8( ) 17. 3.7(S) 135. 2.4( ) 136. 1.5(S) 188. 18.2(S) 2. .2( ) 5. 9.2(S) 1. .2( ) 1. 1. 33. 0. 37. 258. 301. 323. 325. 8. .2( ) .1( ) 74.6(S) .2( ) 2.4( ) 3.6( ) 29.2(S) 83(S) 2.1(S) 5.7(S) ' 1. 44. 6. 14. 48. 14. 7. 18. 6. 3. .3( ) 19.0(S) .6( ) 38.7(S) 7.8(S) 1.6( ) 8.6(S) 2.5( ) .4(0) 1.1( ) ' 338. 3.3( ) 24. 1.1(0) 38, 2.8( ) 0, .0( ) 54, 3.5( ) 11, 1.5(0) 71, 3.5( ) 7. .9( ) 8, M ) 9. .9( ) 468. 342. 44. 44. 24. 68. 3. 442. 579. 0. 5.0( ) 3.4( ) 1.1(0) 2.0( ) .8(0) 1.7() 11.2(S) 2.3( ) 5.6( ) .2( ) ' 1. 5. 1. 332. 3( ) .6( ) .2( ) 1.1(S) 4 45, 2, 23, 11. 11" 46, 13, 63. 4, 11" 12, ' .1( ) 11.4(0) 6.4(0) 2.0(0) 3.0( ) 1.4(S) 1.6( ) .2(0) .2(S) 6.9(S) 11. 12. 86. 110.. 0. 0. 2. 0. 4. 110. 5.0(0) 5.1(S) 2.4( ) 2.6( ) .0( ) .1( ) 2.4(0) .0( ) .6( ) 4.0( ) 0. 19. 110. 17. 135. 135. 186. 2. 5. 1. .1( ) 1.3(0) 2.7( ) 3.6(S) 2.4( ) 1.5(S) 17.9(S) .2( ) 9.2(S) .2( ) 1. 1. 33. 0-� 37. 255. '297. 321. 322. 8. 2( ) .1( ) 74.4(S) .2( ) 2.4( ) 3.5( ) 29.1(S) 8.4(S) 2.1(S) 5.6(S) 1. 43. 6. 14. 48. 14. 6. 18. 6. 3. .3( ) 18.8(S) .6( ) 39.0(S) 7.8(S) 1.6( ) 8.6(S) 2.5( ) AM 1.1( ) ' 334. 24. 38. 6. 48. 11. 67. 7. B. 8. 3.3( ) .9(0) 2.8( ) J ( ) 3.4( ) 1.4(0) 3.5( ) .9( ) M ) .9( ) 460. 338. 44. 44.; 24. 68. 3. 434. 561. 0. ' 5.0( ) 3.4( ) .9(0) 2.0( ) .6(0) 1.7( ) 11.2(S) 2.3( ) 5.5( ) .2( ) 1. 4. 1. 328. .3( ) .5( ) .2( ) 1.1(S) ' 4 50. 2. 23. 11. 11.: 46. 13. 62. 4. 11. 12. 1 ag ' .1( ) 11.2(0) 6.3(0) 2.0(0) 3.0( ) 1.3(S) 1.6( ) AM .2(S) 6.8(S) 11. 4.9(0) 12. 5.1(S) 86. 2.4( ) 110.: 2.6( ) 0. .0( ) 0. .1( ) 2. 2.3(0) 0. .0( ) 4. .6( ) 110. 4.0( ) 0. 19. 110. 17. 134. 135. 185. 2. 5. 1. .1( ) 1.1(0) 2.7( ) 3.5(S) 2.4( ) 1.5(S) 17.6(S) .2( ) 9.2(S) .2( ) ' 1. 1. 33. 0.' 37. 253. 294. 318. 320. 8. .2( ) .1( ) 74.2(S) .2( ) 2.4( ) 3.5( ) 28.9(S) 8.2(S) 2.1(S) 5.6(S) ' 1. .3( ) 43. 18.6(S) 6. .6( ) 14., 39.3(S) 48. 7.8(S) 14. 1.6( ) 6. 8.5(S) 17. 2.4( ) 6. .3(0) 2. 1.1( ) 331. 24. 38. 1.: 45. 11. 63. 7. 7. 8. 3.2( ) .8(0) 2.8( ) .3( ) 3.3( ) 1.4(0) 3.5( ) .9( ) .4( ) .8( ) ' 451. 335. 44. 44. 24. 68. 3. 426. 548. 0. 5.0( ) 3.4( ) .6(0) 2.0( ) .5(0) 1.7( ) 11.2(S) 2.3( ) 5.5( ) .2( ) ' 1. .3( ) 5. .6( ) 1. .2( ) 325. 1.1(S) 4 55. 1. 23. 11. 11.' 46. 13. 62. 4. 11. 12. .1( ) 11.1(0) 6.3(0) 1.9(0) 3.0( ) 1.2(S) 1.6( ) .1(0) .1(S) 6.8(S) ' 11. 12. 86. 109. 0. 0. 2. 0. 4. 110. 4.9(0) 5.0(S) 2.4( ) 2.6( ) .0( ) .1( ) 2.3(0) .0( ) .5( ) 4.0( ) =, 0. 19. 110. 17. 134. 135. 183. 1. 5. 1. 1( ) 1.0(0) 2.7( ) 3.4(S) 2.4( ) 1.5(S) MRS) .2( ) 9.2(S) .2( ) 1. 1. 33. 0.. 36. 251. 290. 315. 317. 8. .2( ) .1( ) 74.0(S) 2( ) 2.4( ) 3.5( ) 28.7(S) 8.0(S) 2.1(S) 5.5(S) ' 1. 42. 5. 14., 48. 14. 6. 12. 6. 2. .3( ) 18.4(S) .6( ) 39.6(S) 7.8(S) 1.6( ) 8.5(S) 1.6( ) .3(0) 1.1( ) 328. 24. 39. 5. 43. 11. 60. 6. 7. 7. ' 3.2( ) .6(0) 2.8( ) .7( ) 3.3( ) 1.3(0) 3.4( ) .9( ) .3( ) .8( ) 443. 332. 44. 44. 24. 68. 3. 418. 537. 0. 4.9( ) 3.4( ) .3(0) 2.0( ) AM 1.7( ) 11.2(S) 2.2( ) 5.4( ) .1( ) 1. 4. 0. 323.: .3( ) .5( ) .2( ) 1.0(S) ' 5 0. 1. 23. 11. 11. 46. 13. 62. 4. 11. 12. ' 1( ) 11.0(0) 6.2(0) 1.8(0) 3.0( ) 1.1(S) 1.6( ) AM O(S) 6.7(S) 11. 12. 86. 109., 0. 0. 2. 0. 4. 109. 4.8(0) 5.0(S) 2.4( ) 2.6( ) .0( ) .1( ) 2.3(0) .0( ) .5( ) 4.0( ) ' 0. 19. 110. 17. 134. 134. 181. 1. 5. 1. .1( ) .9(0) 2.7( ) 3.3(S) 2.3( ) 1.5(S) 17.0(S) .1( ) 9.1(S) .2( ) 1. 1. 33. 0., 36. 248. 286. 312. 314. S. ' 2( ) .1( ) 73.8(S) .1( ) 2.4( ) 3.5( ) 28.5(S) 7.9(S) 2.1(S) 5.5(S) 1. 42. 5. 15. 48. 15. 6. 9. 6. 2. .3( ) 18.2(S) .6( ) 39.9(S) 7.7(S) 1.7( ) 8.5(S) 1.3( ) .3(0) 1.1( ) ' 325. 24. 39. 2.. 43. 11. 58. 6. 7. 7. 3.2( ) .5(0) 2.8( ) .4( ) 3.3( ) 1.2(0) 3.4( ) .9( ) .3( ) .8( ) 435. 328. 44. 44. 24. 68. 3. 411. 527. 0. 4.9( ) 3.3( ) AM 2.0( ) .2(0) 1.7( ) 11.2(S) 2.2( ) 5.4( ) .1( ) 1. 4. 0. 320. .2( ) .6( ) .2( ) 1.0(S) ' 5 5. 1. 23. 11. 11.' 46. 13. 62. 4. 0. 12. ' .1( ) 10.8(0) 6.1(0) 1.6(0) 3.0( ) 1.1(S) 1.6( ) AM O(S) 6.6(S) 11. 4.7(0) 12. 4.9(S) 78. 2.3( ) 103.. 2.5( ) 0. .0( ) 0. .1( ) 2. 2.3(0) 0. .0( ) 4. .5( ) 107. 4.0( ) 0. 19. 108. 17.. 133. 134. 180. 1. S. 1. .1( ) .8(0) 2.7( ) 3.2(S) 2.3( ) 1.5(S) 16.7(S) .1( ) 9.1(S) .2( ) ' 1. 1. 33. 0. 36. 246. 282. 308. 311. 8. .2( ) .1( ) 73.6(S) .1( ) 23( ) 3.5( ) 28.4(S) 7.7(S) 2.0(S) 5.4(S) ' 1. 3( ) 42. 18.0(S) 5. .6( ) 15. 40.2(S) 48. 7.7(S) 15. 1.7( ) 6. 8.5(S) 8. 1.2( ) 6. .3(0) 2. 1.1( ) 322. 24. 39. 4. 42. 11. 56. 6. 6. 7. 3.2(,) .3(0) 2.8( ) .6( ) 3.3( ) 1.2(0) 3.4( ) .9( ) .3( ) .8( ) 427. 325. 8. 31., 24. 59. 3. 405. 510. 0. 4.8( ) 3.3( ) .7( ) 1.6( ) AM 1.5( ) 11.2(S) 2.2( ) 5.3( ) .1( ) ' 1. .2( ) 4. .5( ) 0. .2( ) 317., .9(S) 5 10. 1. 23. 11. 11. 46. 12. 62. 4. 0. 12. .1( ) 10.7(0) 6.1(0) 1.7(0) 3.0( ) 1.0(S) 1.6( ) .1(0) AM 6.6(S) ' 11. 12. 73. 97. 0. 0. 2. 0. 3. 101. 4.7(0) 4.9(S) 2.2( ) 2.4( ) .0( ) .1( ) 2.3(0) .0( ) .5( ) 3.9( ) 0. 19. 104. 17.; 132. 133. 178. 1. 5. 1. ' .1( ) .6(0) 2.6( ) 3.1,(S) 2.3( ) 1.5(S) 16.5(S) .1( ) 9.1(S) .2( ) 1. 1. 33. 0., 36. 244. 278. 305. 308. 8. .2( ) .1( ) 73.4(S) .1( ) 2.3( ) 3.5( ) 28.2(S) 7.5(S) 2.0(S) 5.4(S) 1. 41. 5. 15. 48. 15. 6. B. 6. 2. .3( ) 17.8(S) .6( ) 40.5(S) 7.6(S) 1.7( ) 8.5(S) 1.2( ) .2(0) 1.0( ) 319. 24. 39. 2. 42. 11. 55. 6. 6. 6. 3.2( ) .2(0) 2.8( ) .4( ) 3.3( ) 1.1(0) 3.4( ) .8( ) .3( ) .8( ) 420. 322. 3. 13. 15. 34. 2. 399. 479. 0. 4.8( ) 3.3( ) .5( ) 1.0( ) 1.2( ) 1.1( ) 11.2(S) 2.2( ) 5.1( ) .1( ) ' 1. 4. 0. 314. .2( ) .5( ) .2( ) .9(S) 5 15. 1. 23. 11. 11.' 46. U. 62. 4. 0. 12. ' 1( ) 10.5(0) 6.0(o) 1.6(0) 3.0( ) .9(S) 1.6( ) .0(0) O(S) 6.5(S) 11' 12. 75. 98.; 0. 0. 2. 0. 3. 98. 4.6(0) 4.8(S) 2.2( ) 2.4( ) .0( ) .1( ) 2.3(0) .0( ) .5( ) 3.9( ) ' 0. 19. 100. 17.. 129. 131. 176. 1. 5. 0. .1( ) .5(0) 2.6( ) 3.0(S) 2.3( ) 1.5(S) 16.2(S) .1( ) 9.1(S) .2( ) 0. 1. 33. 0.1 35. 241. 274. 302. 304. 8. ' .2( ) AC ) 73.2(S) .1( ) 2.3( ) 3.4( ) 28.0(S) 7.3(S) 2.0(S) 5.3(S) 1. 41. 5. 15.E 48. 15. 5. B. 6. 2. .3( ) 17.6(S) .6( ) 40.8(S) 7.6(S) 1.7( ) 8.4(S) 1.2( ) .2(0) .9( ) ' 316. 24. 39. 4., 42. 11. 55. 6. 6. 6. 3.2( ) .0(0) 2.8( ) .6( ) 3.3( ) 1.0(0) 3.4( ) .8( ) .3( ) .7( ) 414. 319, 7. 8, 0, 12, 2, 394, 448. 0. 4.7( ) 3.3( ) .7( ) .8( ) .0( ) .7( ) 11.2(S) 2.2( ) 4.9( ) .1( ) 1. 4. 0. 311. .2( ) .5( ) .2( ) .9(S) 5 20. 1. 23. 11. 11.! 46. 12. 62. 4. 0. 12. t 015 .1( ) 10.4(0) 6.0(0) 1.5(0) 3.0( ) .8(S) 1.6( ) .0(0) .0(S) ' 11. 4.5(0) 12. 4.7(S) 74. 2.2( ) 98.- 2.4( ) 0. .0( ) 0. .1( ) 2. 2.3(0) 0. .0( ) 3. .5( ) 0. 19. 98. 17. 126. 129. 174. 1. 5. 1( ) .4(0) 2.5( ) 2.9(S) 2.3( ) 1.5(S) 15.9(S) .1( ) 9.0(S) 0. 1. 32. 0., 35. 239. 270. 298. 301. .2( ) .1( ) 73.0(S) .1( ) 2.3( ) 3.4( ) 27.8(S) 7.1(S) 2.0(S) ' 1. .2( ) 40. 17.4(S) 5. .6( ) 15. 41.0(S) 48. 7.6(S) 15. 1.7( ) S. 8.4(S) 8. 1.1( ) 6. .2(0) 312. 4. 34. 2. 41. 11. 54. 5. 5. 3.2( ) ..6( ) 2.7( ) .4( ) 3.3( ) 1.0(0) 3.4( ) .8( ) .3( ) ' 408. 316. 3. 6. B. 11. 2. 389. 436. 4.7( ) 3.3( ) .5( ) .7( ) .8( ) .6( ) 11.2(S) 2.2( ) 4.9( ) 1. .2( ) 4. .5( ) 0. .2( ) 307. .8(S) 5 25. 1. 23. 11. 11. 46. 12. 61. 1. 0. .1( ) 10.3(0) 5.9(0) 1.5(0) 3.0( ) .8(S) 1.6( ) .3( ) AM ' 11. 12. 74. 97.. 0. 0. 2. 0. 3. 4.5(0) 4.7(S) 2.2( ) 2.4( ) .0( ) .1( ) 2.3(0) .0( ) .5( ) 0. 19. 98. 17. 123. 126. 172. 1. 5. ' 1( ) .3(0) 2.5( ) 2.7(S) 2.2( ) 1.5(S) 15.7(S) .1( ) 9.0(S) 0. 1. 32. 0. 35. 237. 267. 295. 298. .2( ) .1( ) 72.8(S) .1( ) 2.3( ) 3.4( ) 27.7(S) 6.9(S) 2.0(S) ' 1. 40. 5. 15. 48. 15. 5. S. 6. .2( ) 17.2(S) .6( ) 41.3(S) 7.5(S) 1.8( ) 8.4(S) 1.1( ) .2(0) 308. 0. 25. 3. 38. 11. 53. 5. 5. ' 3.1( ) .0( ) 1.8( ) .5( ) 3.1( ) .9(0) 3.3( ) .8( ) .3( ) 402. 312. 6. 5. 1. 10. 2. 384. 431. 4.7( ) 3.3( ) .6( ) .6( ) .3( ) .6( ) 11.2(S) 2.2( ) . 4.8( ) ' 1. 3. U. 303.I .2( ) .5( ) .2( ) .8(S) 5 30. 1. 23. 11. 11. 46. 12. 59. 0. 0. ' 1( ) 10.1(0) 5.8(0) 1.4(0) 3.0( ) .7(S) 1.6( ) .1( ) O(S) 11. 12. 72. 95. 0. 0. 2. 0. 3. 4.4(0) 4.6(S) 2.1( ) 2.4( ) .0( ) .1( ) 2.2(0) .0( ) .5( ) ' 0. 19. 97. 17.. 121. 124. 170. 1. 5. .0( ) AM 2.5( ) 2.6(S) 2.2( ) 1.4(S) 15.4(S) .1( ) 9.0(S) 0. 1. 32. 0.: 35. 234. 264. 291. 294. ' .2( ) .1( ) 72.6(S) .1( ) 2.3( ) 3.4( ) 27.5(S) 6.7(S) 2.0(S) 1. 39. 4. 15. 48. 15. 5. 8. 6. .2( ) 17.0(S) .5( ) 41.6(S) 7.5(S) 1.8( ) 8.4(S) 1.1( ) .1(0) ' 304. 3. 17. 2.' 30. 11. 50. 5. 5. 3.1( ) .5( ) 1.4( ) .4( ) 2.2( ) .8(0) 3.3( ) .8( ) .3( ) 396. 308. 4. 5.! 6. 9. 2. 379. 422. ' 4.6( ) 3.3( ) .5( ) .6( ) .7( ) .6( ) 11.1(S) 2.2( ) 4.8( ) 1. 3. 0. 299. .2( ) .5( ) .2( ) .8(S) ' 5 35. 1. 23. 11. 11. 46. 12. 58. 0. 0. I, 6.4(S) 98. 3.9( ) 0. .2( ) S. 5.3(S) 2. .8( ) 6. .7( ) 0. .1C ) 12. 6.3(S) 97. 3.9( ) 0. .2( ) 8. 5.2(S) 2. .7( ) 12. 6.3(S) 96. 3.9( ) 0. .2( ) 12. .1( ) 10.0(0) 5.8(0) 1.3(0) 3.0( ) .6(S) 1.6( ) .2( ) .0(S) 6.2(S) ' 11. 4.3(0) 12. 4.6(S) 71. 2.1( ) 94. 2.4( ) 0. .0( ) 0. .1( ) 2. 2.2(0) 0. .0( ) 3. .5( ) 95. 3.9( ) 0. 19. 96. 17. 120. 122. 168. 1. 5. 0. .0( ) 1.9( ) 2.5( ) 2.5(S) 2.2( ) 1.4(S) 15.1(S) .1( ) 9.0(S) .2( ) ' 0. 0. 32. 0.1 35. 232. 260. 288. 291. S. .2( ) .1( ) 72.4(S) .1( ) 2.3( ) 3.4( ) 27.4(S) 6.6(S) 1.9(S) 5.1(S) 1. .2( ) 39. 16.8(S) 4. .5( ) 15. 41.9(S) 48. 7.4(S) 15. 1.8( ) 5. 8.4(S) 7. 1.1( ) 6. .1(0) 2. .7( ) 300. 1. 17. 3. 21. 11. 47. 5. S. 5. 3.1( ) .2( ) 1.4( ) .5( ) 1.7( ) .8(0) 3.2( ) .8( ) .3( ) .7( ) 391. 303. 5. 5.` 2. 9. 2. 373. 416. 0. 4.6( ) 3.2( ) .6( ) .6( ) .4( ) .6( ) 11.1(S) 2.2( ) 4.7( ) .1( ) 0. 3. 0. 295.. , ' .2( ) .5( ) .2( ) .7(S) 5 40. 1. 23. 11. 11. 46. 12. 58. 0. 0. 12. .1( ) 9.8(0) 5.7(0) 1.3(0) 3.0( ) .5(S) 1.6( ) .1( ) O(S) 6.1(S) ' 11. 11. 70. 93. 0. 0. 2. 0. 3. 94. 4.3(0) 4.5(S) 2.1( ) 2.3( ) .0( ) .1( ) 2.2(0) .0( ) .5( ) 3.9( ) i 0. 5. 95. 17.' 114. _ 119. 166. 1. 5. 0. ' .0( ) .7( ) 2.5( ) 2.4(S) 2.2( ) 1.4(S) 14.8(S) .1( ) 8.9(S) .2( ) 0. 0. 32. 0.' 35. 229. 257. 285. 287. 8. .2( ) .1( ) 72.2(S) i( ) 2.3( ) 3.4( ) 27.2(S) 6.4(S) 1.9(S) 5.1(S) ' 1. 38. 4: 15.' 48. 15. S. 7. 6. 1. .2( ) 16.6(S) .5( ) 42.2(S) 7.3(S) 1.8( ) 8.4(S) 1.1( ) .1(0) .6( ) 296. 2. 17. 2. 20. 11. 42. 5. 4. 5. ' 3.1( ) .4( ) 1.4( ) .4( ) 1.6( ) .7(0) 2.4( ) .8( ) .3( ) .7( ) 385. 299. 4.- 5., 6. 8. 2. 365. 409. 0. 4.6( ) 3.2( ) .5( ) .6( ) .7( ) .5( ) 11.1(S) 2.1( ) 4.7( ) .1( ) 0. 3. 0. 292. .2( ) .5( ) .1( ) .7(S) 5 45. 1. 23. 11. 11. 46. 12. 58. 0. 0. 12. ' 1( ) 9.7(0) 5.7(0) 1.2(0) 3.0( ) .5(S) 1.6( ) .2( ) O(S) 6.0(S) 11. 11. 70. 93.; 0. 0. 2. 0. 3. 93. 4.2(0) 4.4(S) 2.1( ) 2.3( ) .0( ) .1( ) 2.2(0) .0( ) .5( ) 3.9( ) ' 0. -2. 94. 17. 106. 114. 164. 1. 5. 0. .0( ) .4( ) 2.5( ) 2.3(S) 2.1( ) 1.4(S) 14.5(S) .1( ) 8.9(S) .2( ) 0. 0. 32. 0.; 34. 227. 254. 281. 284. 8. ' 2( ) .1( ) 72.0(S) .1( ) 2.3( ) 3.3( ) 27.1(S) 6.2(S) 1.9(S) 5.0(S) 1. 38. 4. 16. 47. 15. 5. 7. 6. 1. .2( ) 16.4(S) .5( ) 42.4(S) 7.3(S) 1.9( ) 8.3(S) 1.1( ) .0(0) .6( ) 293. 1. 17. 3. 19. 11. 33. 5. 4. 4. 3.1( ) .3( ) 1.4( ) .5( ) 1.6( ) .6(0) 2.0( ) .8( ) .3( ) .6( ) 378. 296. 5. 4. 2. 8. 2. 357. 403. 0. ' 4.5( ) 3.2( ) .6( ) .6( ) .4( ) .5( ) 11.1(S) 2.1( ) 4.7( ) .1( ) 0. 3. 0. 288. .2( ) .5( ) .1( ) .7(S) ' 5 50. 1. 23. 11. 11.; 46. 11. 58. 0. 0. 12. 1-7 1 .1( ) 9.5(0) 5.6(0) 1.1(0) 3.0( ) .4(S) 1.6( ) .2( ) .0(S) 6.0(S) 11. 11. 70. 93. 0. 0. 2. 0. 3. 93. ' 4.1(0) 4.4(S) 2.1( ) 2.3( ) .0( ) .1( ) 2.2(0) .0( ) .5( ) 3.8( ) 0. 1. 93. 17.; 101. 108. 161. 1. 5. 0. .0( ) .3( ) 2.5( ) 2.20) 2.0( ) 1.3(S) 14.2(S) .1( ) 8.9(S) .2( ) ' 0. 0. 32. 0.: 34. 224. 251. 278. 281. 8. .1( ) .1( ) 71.9(S) .1( ) 2.3( ) 3.3( ) 27.0(S) 6.0(S) 1.9(S) 5.0(S) 1. 37. 4. 16.' 47. 15. 5. 7. 6. 1. ' 2( ) 16.2(S) .5( ) 42.7(S) 7.2(S) `2.0( ) 8.3(S) 1.1( ) .0(0) .6( ) 289. 2. 17. 2.; 19. 11. 31. 5. 4. 4. 3.1( ) .4( ) 1.4( ) .4( ) 1.6( ) .6(0) 1.9( ) .8( ) .3( ) .6( ) ' 371. 292. 3. 4. 5. 8. 2. 348. 396. 0. 4.5( ) 3.2( ) .5( ) .6( ) .6( ) .5( ) 11.1(S) 2.1( ) 4.6( ) .1( ) 0. 3. 0. 285. ' .2( ) .5( ) .1( ) .6(S) 5 55. 1. 23. 11. 11. 46. 11. 57. 0. 0. 12. .1( ) 9.4(0) 5.5(0) 1.1(0) 3.0( ) .3(S) 1.6( ) .2( ) .0(S) 5.9(S) ' 11. 11. 70. 93. 0. 0. 2. 0. 3. 93. 4.1(0) 4.3(S) 2:1( ) 2.3( ) .0( ) .1( ) 2.2(0) .0( ) .4( ) 3.8( ) 0. 1. 93. 17. 99. 103. 159. 1. 5. 0. .0( ) .2( ) 2.5( ) 2.1(S) 2.0( ) 1.3(S) 13.9(S) .1( ) 8.8(S) .1( ) 0. 0. 32. 0. 34. 222. 249. 275. 277. 8. .1( ) .1( ) 71.7(S) .1( ) 2.3( ) 3.3( ) 26.8(S) 5.8(S) 1.9(S) 4.9(S) ' 1. 37. 4. 16., 47. 15. 5. 6. 2. 1. .2( ) 16.0(S) .5( ) 42.9(S) 7.1(S) 2.0( ) 8.3(S) 1.0( ) .7( ) .6( ) 286. 1. 17. 2. 19. 11. 31. 5. 4. 4. 3.0( ) .3( ) 1.4( ) .4( ) 1.6( ) .5(0) 1.9( ) .8( ) .3( ) .6( ) 363. 289. 4. 4. 3. 8. 2. 340. 388. 0. 4.4( ) 3.2( ) .6( ) .5( ) .5( ) .5( ) 11.1(S) 2.1( ) 4.6( ) .1( ) ' 0. 3. 0. 281. .2( ) .4( ) .1( ) .6(S) 6 0. 1. 23. 11. 11.' 46. 11. 57. 0. 0. 12. ' 1( ) 9.2(0) 5.5(0) 1.0(0) 3.0( ) .2(S) 1.6( ) .2( ) O(S) 5.8(S) 11. 11. 70. 92. 0. 0. 2. 0. 3. 93. 4.0(0) 4.2(S) 2.1( ) 2.3( ) .0( ) .1( ) 2.2(0) .0( ) .4( ) 3.8( ) ' 0. 0. 93. 17. 97. 100. 156. 1. 5. 0. .0( ) .2( ) 2.5( ) 2.0(S) 2.0( ) 1.2(S) 13.5(S) .1( ) 8.8(S) .1( ) 0. 0. 32. 0.' 34. 219. 246. 272. 274. 8. ' .1( ) .1( ) 71.5(S) .1.( ) 2.3( ) 3.3( ) 26.7(S) 5.6(S) 1.8(S) 4.9(S) 1. 37. 4. 16. 47. 15. 5. 4. 1. 1. .2( ) 15.9(S) .5( ) 43.2(S) 7.1(S) 2.0( ) 8.3(S) .8( ) .5( ) .6( ) ' 282. 1. 17. 2. 19. 11. 30. 5. 4. 4. 3.0( ) .3( ) 1.4( ) .4( ) 1.6( ) .4(0) 1.9( ) .8( ) .3( ) .6( ) 356. 285. 3. 4. 4. 7. 2. 334. 381. 0. ' 4.4( ) 3.2( ) .5( ) .5( ) .6( ) .5( ) 11.1(S) 2.1( ) 4.5( ) .1( ) 0. 3. 0. 278. .2( ) .4( ) .1( ) .6(S) 1 t im 99 BASIN G FOOTHILLS BASIN 100 YR FULLY DEVELOPED ALTERNATIVE 3 ' TAFT HILL RD TO FOSSIL CREEK RESERVOIR INLET DITCH (4-25-94)file no.h100fthl.dat *** PEAK FLOWS, STAGES AND STORAGES OF GUTTERS AND DETENSION DAMS *** CONVEYANCE PEAK STAGE STORAGE TIME ELEMENT (CFS) (FT) (AC -FT) (HR/MIN) 4 111. 1.0 0 40. ' 1 203. 1.0 0 40. 103 90. .8 0' 40. 102 23. 2.0 14.0 2 25. 201 11. 1.5 3.5 2 10. ' 5 23. 2.5 3 15. 105 11. 1.5 7.2 2' 35. 8 121. .9 0 40. 6 46. 3.0 3, 15. 13 15. .4 0. 40. ' 14 204. 1.1 0 40. ll 87. .7 040. 202 4. 1.0 .8 1 40. 9 16. 1.5 3.6 1' 50. ' 7 46. 1.6 3. 25. 18 145. .9 0 40. 16 131. 1.0 0' 40. 15 12. 1.3 8.1 2 30. 12 11. 1.8 2.5 1 35. ' 10 65. 1.7 2 0. 21 19. .6 0: 40. 19 12. 1.5 6.1 2 40. ' 203 116 11. 89. 1.5 2.4 6.1 2 30. 2 0. 48 23. .8 0 40. 24 14. 1.1 0 40. 120 127. 2.9 0 55. 47 48. 2.3 0 40. ' 205 2. 1.0 2.7 2 5. 25 89. 3.0 0 45. 29 254. 4.5 0 40. ' 204, 98 49., 51. 2.2 .7 0 40. 0 35. 28 25. .6 0 40. 36 49. .8 0 40. 46 47. 1.9 0: 45. 45 274. 3.6 0 40. ' 37 24. 1.1 0 40. 26 87. 3.0 0, 50. 34 690. 5.9 0 40. ' 31 30 121. 21. .9 1.8 0 40. 0 45. 51 152. 2.4 0 40. 49 357. 2.5 0' 40. 206 24. 2.0 1.3 1 0. 27 91. 3.0 1; 0. ' 35 742. 5.4 0 45. 33 143. .9 0 40. 32 19. 2.0 4.8 1 45. ' 52 50 128, 35. 4.5 .1 78.2 0 45. 2 30. 43 188. 1.1 0 40. 40 827. 5.1 0 50. 72 6. 1.3 .7 1. 0. 53 163. 3.1 0 55. ' 44 5. 1.5 9.5 3 15. 41 771. .1 6.6 0 55. 38 150. 1.0 0 40. ' 60 58 51. 138. 2.2 1.0 0 50. 0 40. 1 i i 74 6. 172 10. 54 146, 42 313. 1 39 17. 61 48. 59 8. 155 1 55 . 548. 67 145. 62 57. 63 . 56 519 519. 1 68 48. 65 176. 64, 201. 75 1. 1 97 441. 81 145. 66 16. ' 76 72. 57 4. 1 207 24 24. 69 15. 210 24. 1 77 157 . 43333. 208 24. 82 39. 70 181. 211 . 1 78 44545. 86 64. 209 11. 1 83 71 . 11 11. 88 451. 216 24. 184 73. 80 11. 1 212 44. 94 601. 85 258. 287 1 6. 02. 215 85. 90 44. 214 24. 95 6. 1 193 33 33. 91 69. 96 769. 1 ENDPROGRAM PROGRAM CALLED 1 i 1 i 1.5 1.5 3.8 .1 2.0 1.9 1.8 3.3 5.1 1.0 .1 1.2 2.0 3.0 1.2 3.9 .0 .1 1.0 1.5 1.9 .1 2.0 2.0 2.0 2.8 .1 2.0 2.8 1.2 1.5 3.7 1.1 1.5 3.5 1.3 3.8 2.0 3.6 1.2 2.5 2.6 1.4 2.5 5.7 4.0 2.0 2.0 6.2 .1 1.7 6.5 .8 1.6 33.9 6.1 6.5 24.6 36.1 7.9 1.5 12.5 43.2 2.6 5.0 .7 3.4 3.7 .6 2.9 9.0 1.6 4.8 7.9 10.8 4.2 25. 55. 5. 40. 5. 0. 30. 40. 15. 40. 5. 40. 55. 10. 40. 45. 10. 30. 45. 0. 40. 30. 45. 0. 55. 50. 0. 30. 15. 40. 5. 0. 45. 55. 30. 50. 55. 25. 30. 0. 20. 50. 50. 35. 55. 0. 25. 40. 5. 0 45. ioo YR CA)-SEt = y89o,o0 3 0. wl ovTC.ET P/PE 101-066ED Qioo= 33 as f l ro�� h 5�oi l�wa in fHe even{ 4Ae aufli+10 become s Plv��ed , !00 RBD INC. ENGINEERING CONSULTANTS WEIR SECTION FLOW DATA STONE RIDGE PUD WEIR RATING CURVE FOR POND (30' WIDE) WEIR COEF. 3.000 STA ELEV 0.0 90.50 4.0 89.50 34.0 89.50 38.0 90.50 ELEVATION DISCHARGE __ ( feet) _ (cfs) 89.50 0.0 89.60 2.9 89.70 8.2 89.80 15.2 89.90 23.6 90.00 33.3 90.10 44.2 90.20 56.2 90.30 69.3 90.40 83.4 90.50 98.5 Progrw utet Q=CLH 3/i Epua+idn lot 2 YR SWMM MODEL 1 103 1, ENVIRONMENTAL PROTECTION AGENCY - STORM WATER MANAGEMENT MODEL - VERSION PC.1 DEVELOPED BY METCALF + EDDY, INC. UNIVERSITY OF FLORIDA ' WATER RESOURCES ENGINEEERS, INC. (SEPTEMBER 1970) UPDATED BY 9TAPE OR DISK ASSIGNMENTS 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) JIN(1) JIN(2) JIN(3) JIN(4) JIN(5) JIN(6) JIN(7) JIN(8) JIN(9) JIN(10) ' 2 1 0 0 0 0 0 0 0 0 JOUT(1) JOUT(2) JOUT(3) JOUT(4) JOUT(5) JOUT(6) JOUT(7) JOUT(8) JOUT(9) JOUT(10) ' 1 2 NSCRAT(1) 0 0 NSCRAT(2) 0 0 NSCRAT(3) 0 0 NSCRAT(4) 0 0 NSCRAT(5) 3 4 0 0 0 1 WATERSHED PROGRAM CALLED ' *** ENTRY MADE TO RUNOFF MODEL *** BASIN G FOOTHILLS BASIN 2 YR FULLY DEVELOPED ALTERNATIVE 3 TAFT HILL RD TO FOSSIL CREEK RESERVOIR INLET DITCH (4-26-94)file no.h2fthl.dat NUMBER OF TIME STEPS 72 OINTEGRATION TIME INTERVAL (MINUTES) 5.00 L1.0 PERCENT OF IMPERVIOUS AREA HAS ZERO DETENTION DEPTH FOR 24 RAINFALL STEPS, THE TIME INTERVAL IS 5.00 MINUTES OFOR RAINGAGE NUMBER 1 RAINFALL HISTORY IN INCHES PER HOUR 12 .36 .48 .60 .84 1.80 3.24 1.08 .36 .36 .36 .24 .24 .24 .24 .12 .12 .12 .12 .12 1 ' BASIN G FOOTHILLS BASIN 2 YR FULLY DEVELOPED ALTERNATIVE 3 TAFT HILL RD TO FOSSIL CREEK RESERVOIR INLET DITCH (4-26-94)file no.h2fthl.dat .84 .48 .12 .12 2 t 4 sroRrvi SUBAREA GUTTER WIDTH AREA PERCENT SLOPE RESISTANCE FACTOR SURFACE STORAGE(IN) INFILTRATION RATE(IN/AR) 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 1 1 5400. 69.2 40.0 .0070 .016 .250 .100 .300 .51 .50 .00180 1 k goy ' 2 4 2100. 46.9 40.0 .0080 .016 .250 .100 .300 .51 .50 .00180 4 105 1650. 66.6 40.0 .0090 .016 .250 .100 .300 .51 .50 .00180 '5 6 103 8 2100. 1800. 37.0 40.5 40.0 39.0 .0010 .0070 .016 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 .00180 7 202 300. 9.7 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 8 11 2800. 25.0 40.0 .0050 .016 .250 .100 .300 .51 .50 .00180 9 13 700. 4.8 23.0 .0100 .016 .250 .100 .300 .51 .50 .00180 14 3000. 68.4 38.0 .0110 .016 .250 .100 .300 .51 .50 .00180 '10 11 16 1800. 50.5 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 12 18 4000. 64.9 28.0 .0030 .016 .250 .100 .300 .51 .50 .00180 13 120 500. 7.4 10.0 .0120 .016 .250 .100 .300 .51 .50 .00180 21 1100, 5.9 40.0 .0130 .016 .250 15 120 1000. 2.2 .0 .0400 .016 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 .00180 '14 16 98 850. 7.2 90.0 .0200 .016 .250 .100 .300 .51 .50 .00180 17 24 800. 3.1 80.0 .0150 .016 .250 .100 .300 .51 .50 .00180 18 25 1200. 24.1 80.0 .0050 .016 .250 .100 .300 .51 .50 .00180 19 205 980. 13.4 90.0 .0080 .016 .250 .100 .300 .51 .50 .00180 20 27 1200. 23.0 90.0 .0350 .016 .250 .100 .300 .51 .50 .00180 120 206 2000. 19.0 40.0 .0350 .016 .250 .100 .300 .51 .50 .00180 21 28 300. 4.8 90.0 0100 .016 .250 .100 .300 .51 .50 .00180 204 500. 10.1 90.0 .0100 .016 .250 .100 .300 .51 .50 22 29 1400. 25.7 76.0 .0090 .016 .250 .100 .300 .51 .50 .00180 .00180 '121 23 31 4600. 40.1 40.0 .0050 .016 .250 .100 .300 .51 .50 .00180 24 33 3600. 47.9 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 25 34 4500. 72.0 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 35 1700. 35.3 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 '26 27 36 1100. 11.6 50.0 .0100 .016 .250 .100 .300 .51 .50 .00180 28 37 700. 4.8 50.0 .0400 .016 .250 .100 .300 .51 .50 .00180 29 43 4200. 64.5 40.0 .0090 .016 .250 .100 .300 .51 .50 .00180 30 40 2800. 64.6 21.0 .0100 .016 .250 .100 .300 .51 .50 .00180 31 38 4600. 57.7 40.0 .0050 .016 .250 .100 .300 .51 .50 .00180 32 42 1400. 26.9 27.0 .0080 .016 .250 .100 .300 .51 .50 .00180 33 48 500. 3.7 90.0 .0070 .016 .250 .100 .300 .51 .50 .00180 34 45 800. 16.9 80.0 .0200 .016 .250 .100 .300 .51 .50 .00180 47 1200. 18.0 10.0 .0150 .016 .250 .100 .300 .51 .50 .00180 '35 36 45 2000. 27.9 90.0 .0300 .016 .250 .100 .300 .51 .50 .00180 37 50 23000. 269.0 76.0 .0300 .016 .250 .100 .300 .51 .50 .00180 38 51 4400. 34.2 40.0 .01.00 .016 .250 .100 .300 .51 .50 .00180 39 53 1000. 32.1 3.0 .0100 .016 .250 .100 .300 .51 .50 .00180 40 55 7300. 202.3 40.0 .0070 .016 .250 .100 .300 .51 .50 .00180 41 72 700. 5.8 90.0 .0100 .016 .250 .100 .300 .51 .50 .00180 42 172 1000. 14.0 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 142 173 1200. 35.5 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 '43 44 74 58 600. 4600. 26.5 50.2 7.0 40.0 .0100 .0050 .016 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 .00180 45 62 6600. 151.8 53.0 .0080 .016 .250 .100 .300 .51 .50 .00180 46 60 2400. 30.2 40.0 .0070 .016 .250 .100 .300 .51 .50 .00180 47 63 2000. 91.4 40.0 .0080 .016 .250 .100 .300 .51 .50 .00180 65 2000. 74.1 40.0 .0060 .016 .250 .100 .300 .51 .50 .00180 '48 49 67 3200. 42.2 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 50 57 500. 7.3 65.0 .0220 .016 .250 .100 .300 .51 .50 .00180 150 157 2400. 30.1 65.0 .0080 .016 .250 .100 .300 .51 .50 .00180 '51 52 70 76 2600, 600. 69.7 16.9 40.0 70.0 .0070 .0050 .016 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 .00180 53 75 600. 12.3 70.0 .0050 .016 .250 .100 .300 .51 .50 .00180 54 81 1800. 52.7 60.0 .0030 .016 .250 .100 .300 .51 .50 .00180 55 208 1300. 56.5 40.0 .0060 .016 .250 .100 .300 .51 .50 .00180 209 1300. 36.1 40.0 .0030 .016 .250 .100 .300 .51 .50 .00180 '56 57 85 6500. 166.2 40.0 .0200 .016 .250 .100 .300 .51 .50 .00180 58 212 2650. 80.9 40.0 .0040 .016 .250 .100 .300 .51 .50 .00180 59 211 300. 12.7 45.0 .0060 .016 .250 .100 .300 .51 .50 .00180 '60 61 78 210 850, 500. 28.7 15.1 59.0 64.0 .0050 .0090 .016 .016 .250 .250 .100 .100 .300 .300 .51 .51 .50 .50 .00180 .00180 62 213 2300. 108.9 41.0 .0090 .016 .250 .100 .300 .51 .50 .00180 63 193 9964. 91.5 35.5 .0050 .016 .250 .100 .300 .51 .50 .00180 64 214 1100. 68.9 40.0 .0040 .016 .250 .100 .300 .51 .50 .00180 65 88 2700. 38.8 16.0 .0130 .016 .250 .100 .300 .51 .50 .00180 66 94 5800. 84.6 19.0 .0200 .016 .250 .100 .300 .51 .50 .00180 67 86 1500. 28.3 40.0 .0360 .016 .250 .100 .300 .51 .50 .00180 68 87 1800. 60.0 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 69 TOTAL 95 NUMBER OF 1300. 46.0 SUBCATCHMENTS, 72 40.0 AN .016 .250 .100 .300 .51 .50 .00180 I 105 TOTAL TRIBUTARY AREA (ACRES), 3292.80 - 1 ' BASIN G FOOTHILLS BASIN 2 YR FULLY DEVELOPED ALTERNATIVE 3 TAFT HILL RD TO FOSSIL CREEK RESERVOIR INLET DITCH (4-26.94)file no.h2fthl.dat ' HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 1 SUBCATCHMENTS AVERAGE VALUES WITHIN TIME INTERVALS TIME(HR/MIN) 63 0 S. 0. 0 10. 0. 0 15. 0. 0 20. 0. ' 0 25. 8. 0 30. 29. '0 35. 71. 0 40. 72. '0 45. 41. ; 0 50. 29. 0 55. 21. 1 0. 17. 1 5. 15. 1 10. 13. 1 15. 12. 1 20. 11. 1 25. 10. '1 30. 9. 1 35. 8. 1 40. 7. ' 1 45. 6. 1 50. 6. ' 1 55. 6. 2 0. 6. ' 2 5. 5. 2 10. 4. 2 15. 3. 2 20. 2. 2 25. 2. ' 2 30. 2. 10% 2 35. 1. 2 40. 1. 2 45. 1. '2 50. 1. 2 55. 1. ' 3 0. 1. 3 5. 1. 3 10. 1. ' 3 15. 1. 3 20. 1. ' 3 25. 1. 3 30. 0. 3 35. 0. 3 40. 0. '3 45. 0, 3 50. 0. 3 55. 0. 4 0. 0. 4 S. 0. ' 4 10. 0. 4 15. 0. '4 20. 0. 4 25. 0. 4 30. 0. 4 35. 0. 4 40. 0. ' 4 45. 0. 4 50. 0. 4 55. 0. 5 0. 0. 5 5. 0. ; 5 10. 0. 5 15. 0. ' 5 20. 0. 5 25. 0. ' 5 30. 0. 5 35. 0. ' S 40. 0. 5 45. 0. 'S 50. 0. 5 55. 0. 6 0. 0. 'BASIN G FOOTHILLS BASIN 2 YR FULLY DEVELOPED ALTERNATIVE 3 TAFT HILL RD TO FOSSIL CREEK RESERVOIR INLET DITCH (4-26-94)file no.h2fthl.dat •*k CONTINUITY CHECK FOR SUBCATCHMEMT ROUTING IN UDSWM2-PC MODEL •*� WATERSHED AREA (ACRES) 3292.800 TOTAL RAINFALL (INCHES) 1.060 TOTAL INFILTRATION (INCHES) .386 x TOTAL WATERSHED OUTFLOW (INCHES) .467 TOTAL SURFACE STORAGE AT END OF STROM (INCHES) .206 ERROR IN CONTINUITY, PERCENTAGE OF RAINFALL .002 BASIN G FOOTHILLS BASIN 2 YR FULLY DEVELOPED ALTERNATIVE 3 TAFT HILL RD TO FOSSIL CREEK RESERVOIR INLET DITCH (4-26.94)file no.h2fthl.dat WIDTH INVERT SIDE SLOPES OVERBANK/SURCHARGE GUTTER GUTTER HOP NP OR DIAN LENGTH SLOPE HORIZ TO VERT MANNING DEPTH JK NUMBER CONNECTION - (FT) (FT) (FT/FT) L R N (FT) 1 102 0 1 CHANNEL 2.0 2700. .0100 30.0 30.0 .016 100.00 0 5 0 2 PIPE 2.0 1600. .0090 .0 .0 .013 2.00 0 '102 4 102 0 1 CHANNEL 2.0 2100. .0040 30.0 30.0 .016 100.00 0 105 6 0 2 PIPE 1.5 100. .0100 .0 .0 .013 1.50 0 5 6 0 5 PIPE 2.0 1650. .0020 .0 .0 013 2.00 0 OVERFLOW 1.0 1650. .0020 30.0 30.0 .016 100.00 103 201 0 1 CHANNEL 2.0 2400. .0090 30.0 30.0 .016 100.00 0 201 6 0 2 PIPE 1.5 1000. .0100 .0 .0 .013 1.50 0 6 7 0 5 PIPE' 2.5 600. .0030 .0 .0 .013 2.50 0 OVERFLOW 2.0 600. .0030 30.0 30.0 .016 100.00 7 10 0 1 CHANNEL 4.0 1400. .0080 3.0 3.0 .040 100.00 0 8 9 0 1 CHANNEL 4.0 1000. .0070 30.0 30.0 .016 100.00 0 9 10 10 2 PIPE 1.5 80. .0100 .0 .0 .013 1.50 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .3 .0 .9 1.0 1.6 2.0 2.4 3.0 3.2 4.0 4.1 5.0 5.1 6.0 6.2 7.0 7.4 52.0 202 10 0 2 PIPE; 1.0 100. .0100 .0 .0 .013 1.00 0 10 116 0 1 CHANNEL 6.0 1500. .0080 3.0 3.0 .040 100.00 0 11 12 0 1 CHANNEL 2.0 1300. .0100 30.0 30.0 .016 100.00 0 12 116 6 2 PIPE 1.8 340. .0038 .0 .0 .013 1.80 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .3 .0 .7 .0 1.2 .0 1.7 .0 2.3 .0 116 120 0 2 PIPE 4.0 1200. .0080 .0 .0 .013 4.00 0 13 16 0 1 CHANNEL 2.0 500. .0070 30.0 30.0 .016 100.00 0 14 15 0 1 CHANNEL 2.0 1400. .0070 30.0 30.0 .016 100.00 0 f lo$ 1 15 116 6 2 PIPE 1.3 52. .0250 .0 .0 .013 1.30 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 1.3 .0 3.4 .0 5.6 .0 8.0 .0 9.3 16 203 0 1 CHANNEL 2.0 2000. .0040 30.0 30.0 .016 100.00 .0 0 '.0 203 120 0 2 PIPE; 1.5 100. .0100 .0 .0 .013 1.50 0 18 19 0 1 CHANNEL 2.0 1500. .0120 30.0 30.0 .016 100.00 0 19 120 6 2 PIPE 1.5 60. .0100 .0 .0 .013 1.50 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW ' .0 .0 1.7 .0 2.8 .0 4.2 .0 5.7 1.0 7.8 2.0 120 29 0 2 PIPE, 4.0 400. .0100 .0 .0 .013 4.00 0 21 120 0 1 CHANNEL 2.0 1100. .0030 30.0 30.0 .023 1.00 0 98 34 0 1 CHANNEL 1.0 600, 0150 30.0 30.0 .023 1.00 0 24 25 0 1 CHANNEL 10.0 800. .0004 3.0 3.0 .030 100.00 0 25 26 0 1 CHANNEL 10.0 1200. .0004 3.0 3.0 .030 100.00 0 26 27 0 1 CHANNEL 10.0 400. .0004 3.0 3.0 .030 100.00 0 27 50 0 1 CHANNEL .10.0 3200. .0004 3.0 3.0 .030 100.00 0 26 0 2 PIPE 1.0 100. .0020 .0 .0 .013 1.00 0 '205 206 50 0 2 PIPE 2.0 100. .0100 .0 .0 .013 2.00 0 204 34 0 5 PIPE 1.5 1200. .0040 .0 .0 .013 1.50 0 OVERFLOW 1.0 1200. .0040 30.0 30.0 .016 100.00 28 30 0 1 CHANNEL 2.0 800. .0020 30.0 30.0 .016 100.00 0 29 34 0 5 PIPE 3.5 800. .0050 .0 .0 .013 3.50 0 ' OVERFLOW 10.0 800. .0050 25.0 25.0 .016 100.00 30 32 0 2 PIPE 2.0 2200. .0120 .0 .0 .016 2.00 0 31 32 0 1 CHANNEL 2.0 2400. .0090 30.0 30.0 .016 100.00 0 32 40 0 2 PIPE 2.0 1650. .0060 .0 .0 .013 2.00 0 33 40 0 1 CHANNEL 2.0 2600. .0100 30.0 30.0 .016 100.00 0 34 35 0 5 PIPE 4.5 2300. .0100 30.0 30.0 .016 4.50 0 OVERFLOW 5.0 2300. .0100 30.0 30.0 .016 100.00 35 40 0 4 CHANNEL 10.0 900. .0030 4.0 4.0 .040 6.00 0 58.0 900. .0030 30.0 30.0 .060 100.00 'OVERFLOW 36 51 0 1 CHANNEL 1.0 1100. .0060 30.0 4.0 .016 100.00 0 37 49 0 1 CHANNEL 3.0 800. .0130 3.0 3.0 .040 100.00 0 38 39 0 1 CHANNEL 2.0 2400. .0050 30.0 30.0 .016 100.00 0 ' 39 55 4 RESERVOIR 2 STORAGE IN PIPE . ACRE-FEET VS 2.0 350. SPILLWAY OUTFLOW 0050 .0 .0 .013 2.00 0 .0 .0 1.4 , .0 4.5 .0 6.2 .0 40 41 0 4 CHANNEL 15.0 1000. .0020 4.0 4.0 .040 4.00 0 OVERFLOW 47.0 1000. .0020 100.0 100.0 .060 100.00 41 42 6 2 PIPE, .1 150. .0100 .0 .0 .013 .10 0 ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 5.0 .1 15.0 .2 27.0 .4 42.0 .9 57.0 2.3 233.0 42 55 10 2 PIPE .1 150. .0100 .0 .0 .013 .10 0 ' RESERVOIR .0 STORAGE IN .0 ACRE-FEET VS .1 .0 SPILLWAY OUTFLOW .2 5.0 1.2 18.0 2.8 48.0 5.6 88.0 10.5 134.0 16.6 ;179.0 23.8 219.0 32.0 295.0 43 44 0 1 CHANNEL 2.0 2150. .0060 30.0 30.0 .016 100.00 0 44 42 2 2 PIPE 1.5 1700. .0020 .0 .0 .013 1.50 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW ' .0 .0 6.0 .0 45 49 0 5 PIPE 3.0 900. .0150 .0 .0 .013 3.00 0 OVERFLOW 5.0 900. .0150 100.0 100.0 .016 100.00 ' 46 49 0 5 PIPE OVERFLOW 1.5 2.0 500. 500. .0200 .0200 .0 30.0 .0 30.0 .013 .016 1.50 100.00 0 47 46 0 5 PIPE 2.0 1300. .0170 .0 .0 .013 2.00 0 OVERFLOW 2.0 1300. .0170 30.0 30.0 .016 100.00 48 47 0 1 CHANNEL 1.0 500. .0020 30.0 1.0 .016 100.00 0 49 50 0 1 CHANNEL 10.0 500. .0160 5.0 5.0 .040 100.00 0 ' 50 53 5 2 PIPE .1 1. .0160 .0 .0 1.000 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 90.0 40.0 250.0 220.0 460.0 560.0 630.0 880.0 51 52 0 5 PIPE; 1.5 2400. 0100 1.50 0 ' OVERFLOW 2.0 2400. .0100 .0 30.0 .0 30.0 .013 .016 100.00 52 53 0 5 PIPE 2.0 1300. .0050 .0 .0 .013 2.00 0 OVERFLOW 3.0 1300. .0050 4.0 4.0 .040 100.00 53 54 0 5 PIPE! 2.0 900. .0040 .0 .0 .013 2.00 0 OVERFLOW 50.0 900. .0040 4.0 4.0 .040 100.00 54 55 0 5 PIPE 2.0 1500. .0060 .0 .0 .013 2.00 0 OVERFLOW 3.0 1500. .0060 13.0 13.0 .040 100.00 55 56 0 1 CHANNEL 10.0 3200. .0030 3.0 3.0 .040 100.00 0 56 97 9 2 PIPE. 2.0 100. 0050 A A .013 2,00 0 ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW 1 .0 .0 .7 .0 2.7 1.0 26.8 231.0 35.6 420.0 45.3 1946.0 97 57 6 2 PIPE` .1 100. RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 54.0 1.2 .144.0 3.3 230.0 57 157 13 2 PIPE .1 130. RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 17.0 .1 23.0 ' 1.6 235.0 1.8 .264.0 2.1 322.0 3.4 823.0 157 78 22 2 PIPE r .1 157. RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 9.0 .0 48.0 ' .8 308.0 1.5 .362.0 2.6 409.0 8.5 540.0 8.9 558.0 9.3 586.0 10.7 822.0 11.1 922.0 11.4 1040.0 58 59 59 62 0 4 1 2 CHANNEL PIPE 2.0 2400. 1.8 900. RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 .0 1.5 .0 60 61 0 1 CHANNEL 5.0 3000. 61 62 0 1 CHANNEL 3.0 1100. ' 62 68 2 2 PIPE' .1 800. RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 78.8 182.0 63 64 64 66 0 0 1 5 CHANNEL PIPE 2.0 1300. 3.0 1400. OVERFLOW 2.0 1400. 65 66 0 1 CHANNEL 2.0 1300. 66 69 5 2 PIPE 1.5 200. RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW ' .0 .0 9.3 .0 22.6 2.0 67 68 0 1 CHANNEL 2.0 1200. 68 66 5 2 PIPE 3.0 10. RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .8 .0 3.8 4.0 (., 69 82 0 5 PIPE 2.0 1100. OVERFLOW 5.0 1100. 70 71 0 1 CHANNEL 2.0 1600. 71 80 5 2 PIPE 1.3 100. ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 1.8 ; .0 6.5 .0 72 172 3 2 PIPE 1.3 530. RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 1.8 .0 2.8 9.2 '.0 172 173 3 2 PIPE, 1.5 340. RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 2.0 .0 3.0 170.0 173 56 0 5 PIPE 2.3 1500. ' OVERFLOW 2.0 1500. 74 173 0 2 PIPE, 1.5 100. 75 76 2 1 CHANNEL .1 100. RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 3.0 ; 22.0 ' 76 77 0 5 PIPE 1.0 700. OVERFLOW 1.0 700. 77 78 0 5 PIPE 2.0 1100. OVERFLOW 2.0 1100. 78 88 0 1 CHANNEL 5.0 1400. 211 88 0 2 PIPE. 1.5 100. 212 94 0 2 PIPE 2.5 100. 210 78 0 2 PIPE 2.0 100- 80 94 0 5 PIPE 2.0 3600. ' OVERFLOW 2.0 3600. 81 207 0 1 CHANNEL 2.5 1850. 207 82 0 2 PIPE 2.0 150. 82 83 0 5 PIPE 2.5 1350. OVERFLOW 2.0 1350. 208 83 0 2 PIPE 2.0 100. 83 184 0 5 PIPE 3.0 1300. OVERFLOW 2.0 1300. ' 209 184 0 2 PIPE ' 1.5 100. 6.5 2.0 12.0 4.0 .0100 .0 .0 .013 9.3 337.0 10.2 400.0 .0059 .0 .0 .613 .4 81.0 .9 153.0 2.4 404.0 2.8 514.0 .0046 .0 .0 .023 .0 92.0 .1 136.0 4.1 452.0 5.8 493.0 9.6 623.0 10.0 675.0 11.8 1176.0 .0060 30.0 30.0 .016 .0020 .0 .0 .013 3.0 .0 .0020 3.0 3.0 .040 .0040 4.0 4.0 .040 .0100 .0 .0 .010 .0050 30.0 30.0 .016 .0080 .0 .0 .013 .0080 30.0 30.0 .016 .0030 30.0 30.0 .016 .0012 .0 .0 .013 38.2 10.0 43.2 12.0 .0060 30.0 30.0 .016 .0100 .0 .0 .023 10.9 10.0 15.9 270.0 .0040 .0 .0 .013 .0040 3.0 3.0 .040 .0040 30.0 30.0 .016 .0040 .0 .0 .013 8.4 .0 12.5 40.0 .0060 .0 .0 .013 ►a9 18.9 85.0 .10 0 12.4 440.0 .10 0 1.4 222.0 3.1 653.0 .10 0 .4 254.0 8.2 531.0 10.4 740.0 100.00 0 1.80 0 100.00 0 100.00 0 .10 0 100.00 0 3.00 0 100.00 100.00 0 1.50 0 100.00 0 3.00 0 2.00 0 100.00 100.00 0 1.30 0 1.30 .0080 .0 .0 .013 1.50 .0022 .0 .0 .013 2.30 .0022 30.0 30.0 .016 100.00 .0100 .0 .0 .023 1.50 .0010 1.0 1.0 .013 .01 .0030 .0 .0 .013 1.00 .0030 30.0 30.0 .016 100.00 .0020 .0 .0 .013 2.00 .0020 30.0 30.0 .016 100.00 .0084 4.0 4.0 .036 100.00 .0100 .0 .0 .013 1.50 .0100 .0 .0 .013 2.50 .0100 .0 .0 .013 2.00 .0050 .0 .0 .013 2.00 .0050 30.0 30.0 .016 100.00 .0050 30.0 30.0 .016 100.00 .0100 .0 .0 .013 2.00 .0050 .0 .0 .013 2.50 .0050 30.0 30.0 .013 100.00 .0100 .0 .0 .013 2.00 .0040 .0 .0 .016 3.00 .0040 30.0 30.0 .016 100.00 .0100 .0 .0 .013 1.50 0 0 0 0 0 1►0 ' 184 94 0 5 PIPE: 3.0 1850. .0040 .0 .0 .013 3.00 0 OVERFLOW 2.0 1850. .0040 30.0 30.0 .016 100.00 85 215 0 1 CHANNEL 2.0 6500. .0030 30.0 30.0 .016 100.00 0 95 0 2 PIPE; 4.0 800. .0030 .0 .0 .013 4.00 0 '215 86 216 0 1 CHANNEL 2.0 1600. .0040 30.0 30.0 .040 100.00 0 216 94 0 2 PIPE: 2.0 100. .0100 .0 .0 .013 2.00 0 87 95 0 1 CHANNEL 25.0 2600. .0004 3.0 3.0 .030 100.00 0 88 94 0 4 CHANNEL 3.0 1350. .0120 4.0 4.0 .040 4.00 0 ' OVERFLOW 35.0 1350. .0120 30.0 30.0 .060 100.00 213 90 0 2 PIPE 2.5 100. .0100 .0 .0 .013 2.50 0 214 91 0 2 PIPE; 2.0 100. .0100 .0 .0 .013 2.00 0 90 91 0 5 PIPE 3.0 2700. .0070 .0 .0 .013 3.00 0 OVERFLOW 2.0 2700. .0070 30.0 30.0 .016 100.00 91 96 0 5 PIPE 3.0 1300. .0300 .0 .0 .013 3.00 0 OVERFLOW 2.0 1300. .0300 1.0 1.0 .016 3.00 193 96 16 2 PIPE` .1 500. .0055 .0 .0 .016 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 2.2 21.0 4.5 22.5 7.0 24.0 9.6 25.1 10.9 26.0 ' 11.2 29.4 11.5 35.2 11.8 42.5 12.1 51.3 12.3 61.3 12.6 72.4 12.9 84.7 13.2 98.1 13.5 112.3 13.8 127.5 94 87 0 1 CHANNEL 1.0 3000. .0100 20.0 20.0 .040 100.00 0 95 96 0 1 CHANNEL 25.0 1300. .0004 3.0 3.0 .030 100.00 0 96 0 0 1 CHANNEL 25.0 100. .0004 3.0 3.0 .030 100.00 0 TOTAL NUMBER OF GUTTERS/PIPES, 112 1 ' BASIN G FOOTHILLS BASIN 2 YR FULLY DEVELOPED ALTERNATIVE 3 TAFT HILL RD TO FOSSIL CREEK RESERVOIR INLET DITCH (4-26-94)file no.h2fthl.dat ' ARRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES GUTTER TRIBUTARY GUTTER/PIPE TRIBUTARY SUBAREA D.A.(AC) t1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 69.2 4 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 46.9 5 102 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 116.1 6 105 5 201 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 219.7 ' 7 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 219.7 8 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 40.5 ' 9 10 8 7 0 0 9 202 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 40.5 0 0 0 0 0 0 269.9 11 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 25.0 ' 12 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25.0 13 0 0 0 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0 0 0 4.8 ' 14 0 0 0 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 0 0 68.4 15 14 0 0 0 0 0 0, 0 0 0 0 0 0 0 0 0 0 0 0 0 68.4 ' 16 13 0 0 0 0 0 0 0 0 0 11 0 0 0 0 0 0 0 0 0 55.3 18 0 0 0 0 0 0 0 0 0 0 12 0 0 0 0 0 0 0 0 0 64.9 ' 19 21 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 0 0 0 0 0 0 0 0 64.9 0 0 0 0 0 0 0 0 0 5.9 24 0 0 0 0 0 0 0 0 0 0 17 0 0 0 0 0 0 0 0 0 3.1 III 25 24 0 0 0 0 0 0 0 0 0 18 0 0 0 0 0 0 0 0 0 27.2 26 25 205 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 40.6 27 26 0 0 0 0 0 0 0 0 0 20 0 0 0 0 0 0 0 0 0 63.6 28 0 0 0 0 0 0 0 0 0 0 21 0 0 0 0 0 0 0 0 0 4.8 ' 29 120 0 0 0 0 0 0 0 0 0 22 0 0 0 0 0 0 0 0 0 524.7 30 28 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4.8 31 0 0 0 0 0 0 0 0 0 0 23 0 0 0 0 0 0 0 0 0 40.1 32 30 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44.9 33 0 0 0 0 0 0 0 0 0 0 24 0 0 0 0 0 0 0 0 0 47.9 t34 98 204 29 0 0 0 0 0 0 0 25 0 0 0 0 0 0 0 0 0 614.0 35 34 0 0 0 0 0 0 0 0 0 26 0 0 0 0 0 0 0 0 0 649.3 36 0 0 0 0 0 0 0 0 0 0 27 0 0 0 0 0 0 0 0 0 11.6 37 0 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 0 0 4.8 ' 38 0 0 0 0 0 0 0 0 0 0 31 0 0 0 0 0 0 0 0 0 57.7 39 38 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 57.7 ' 40 41 32 40 33 0 35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 806.7 806.7 42 41 44 0 0 0 0 0 0 0 0 32 0 0 0 0 0 0 0 0 0 898.1 43 0 0 0 0 0 0 0 0 0 0 29 0 0 0 0 0 0 0 0 0 64.5 44 43 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 64.5 ' 45 0 0 0 0 0 0 0 0 0 0 34 36 0 0 0 0 0 0 0 0 44.8 46 47 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21.7 47 48 0 0 0 0 0 0 0 0 0 35 0 0 0 0 0 0 0 0 0 21.7 48 0 0 0 0 0 0 0 0 0 0 33 0 0 0 0 0 0 0 0 0 3.7 ' 49 50 37 27 45 206 46 49 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 71.3 422.9 51 36 0 0 0 0 0 0 0 0 0 38 0 0 0 0 0 0 0 0 0 45.8 ' 52 51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 45.8 53 50 52 0 0 0 0 0 0 0 0 39 0 0 0 0 0 0 0 0 0 500.8 ' 54 53 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 500.8 55 39 42 54 0 0 0 0, 0 0 0 40 0 0 0 0 0 0 0 0 0 1658.9 56 55 173 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1740.7 ' 57 97 0 0 0 0 0 0 0 0 0 50 0 0 0 0 0 0 0 0 0 1748.0 58 0 0 0 0 0 0 0 0 0 0 44 0 0 0 0 0 0 0 0 0 50.2 59 58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50.2 60 0 0 0 0 0 0 0 0 0 0 46 0 0 0 0 0 0 0 0 0 30.2 ' 61 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30.2 62 59 61 0 0 0 0 0 0 0 0 45 0 0 0 0 0 0 0 0 0 232.2 ' 63 0 0 0 0 0 0 0 0 0 0 47 0 0 0 0 0 0 0 0 0 91.4 64 63 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 91.4 ' 65 0 0 0 0 0 0 0 0 0 0 48 0 0 0 0 0 0 0 0 0 74.1 66 64 65 68 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 439.9 67 0 0 0 0 0 0 0 0 0 0 49 0 0 0 0 0 0 0 0 0 42.2 ' 68 62 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 274.4 69 66 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 439.9 ' 70 0 0 0 0 0 0 0 0 0 0 51 0 0 0 0 0 0 0 0 0 69.7 71 70 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 69.7 ' 72 0 0 0 0 0 0 0 0 0 0 41 0 0 0 0 0 0 0 0 0 5.8 74 0 0 0 0 0 0 0 0 0 0 43 0 0 0 0 0 0 0 0 0 26.5 ' 75 0 0 0 0 0 0 0 0 0 0 53 0 0 0 0 0 0 0 0 0 12.3 76 75 0 0 0 0 0 0 0 0 0 52 0 0 0 0 0 0 0 0 0 29.2 77 78 76 157 0 77 0 210 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 29.2 0 0 0 0 1851.1 80 71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 69.7 ' 81 0 0 0 0 0 0 0 0 0 0 54 0 0 0 0 0 0 0 0 0 52.7 82 69 207 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 492.6 ' 83 82 208 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 549.1 85 0 0 0 0 0 0 0 0 0 0 57 0 0 0 0 0 0 0 0 0 166.2 86 0 0 0 0 0 0 0 0 0 0 67 0 0 0 0 0 0 0 0 0 28.3 87 94 0 0 0 0 0 0 0 0 0 68 0 0 0 0 0 0 0 0 0 2811.3 88 78 211 0 0 0 0 0 0 0 0 65 0 0 0 0 0 0 0 0 0 1902.6 ' 90 213 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 0 0 0 0 108.9 91 214 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 177.8 ' 94 212 80 184 216 88 0 0 0 0 0 66 0 0 0 0 0 0 0 0 0 2751.3 95 215 87 0 0 0 0 0 0 0 0 69 0 0 0 0 0 0 0 0 0 3023.5 ' 96 91 193 95 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3292.8 97 56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1740.7 98 0 0 0 0 0 0 0 0 0 0 16 0 0 0 0 0 0 0 0 0 7.2 102 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 116.1 103 0 0 0 0 0 0 i 0 0 0 5 0 0 0 0 0 0 0 0 0 37.0 ' 105 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 66.6 116 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 363.3 1 ' 113 120 116 203 19 21 0 0 0 0 0 0 13 15 0 0 0 0 0 0 0 0 499.0 157 172 57 72 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 150 42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1778.1 0 19.8 173 172 74 0 0 0 0 0 0 0 0 142 0 0 0 0 0 0 0 .0 0 81.8 ' 184 83 209 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 585.2 193 0 -0 0 0 0 0 0 0 0 0 63 0 0 0 0 0 0 0 0 0 91.5 ' 201 103 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 37.0 202 0 0 0, 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0 9.7 203 16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 55.3 204 0 0 0 0 0 0 0 0 0 0 121 0 0 0 0 0 0 0 0 0 10.1 205 0 0 0 0 0 0 0 0 0 0 19 0 0 0 0 0 0 0 0 0 13.4 206 0 0 0 0 0 0 0 0 0 0 120 0 0 0 0 0 0 0 0 0 19.0 207 81 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 52.7 ' 208 0 0 0 0 0 0 0 0 0 0 55 0 0 0 0 0 0 0 0 0 56.5 209 0 0 0 0 0 0 0 0 0 0 56 0 0 0 0 0 0 0 0 0 36.1 ' 210 0 0 0 0 0 0 0 0 0 0 61 0 0 0 0 0 0 0 0 0 15.1 211 0 0 0 0 0 0 0 0 0 0 59 0 0 0 0 0 0 0 0 0 12.7 212 0 0 0 0 0 0 0 0 0 0 58 0 0 0 0 0 0 0 0 0 80.9 t 213 0 0 0 0 0 0 0 0 0 0 62 0 0 0 0 0 0 0 0 0 108.9 214 0 0 0 0 0 0 0 0 0 0 64 0 0 0 0 0 0 0 0 0 68.9 ' 215 85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 166.2 216 86 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28.3 '1 BASIN G FOOTHILLS BASIN 2 YR FULLY DEVELOPED ALTERNATIVE 3 TAFT HILL RD TO FOSSIL CREEK RESERVOIR INLET DITCH (4-26-94)file no.h2fthl.dat 1 HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 74 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 DETENSION DAM. DISCHARGE INCLUDES SPILLWAY OUTFLOW. ' (1) 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) 1 102 105 201 6 9 10 202 12 15 203 19 116 120: 98 204 205 206 27 29 30 32 34 39; 40 41 42 43 44 46 47 49 50 51 53 55 56 97 57 59 60 62 64 66 68 69 71 173 74 76 ' 78 207 82 208 83 209 184 80 85 215 87 88 213 901 214 91 193 94 96 210 211 212 216 157 0 S. 0. 0. U. U. 0. 0. 0. 0. 0. 0. ' O(s) O(S) O(S) .0( ) .0( ) .0C ) .o( > .0( ) .0( ) .oC ) 0. 0. 0. 0.. 0. 0. 0. 0. 0. 0. ' .0( ) O(S) .0( ) oc ) .0( > .0( ) .0( ) .0( ) .0( ) .0( ) 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. .0( ) .oc ) .0( > .0(s) .0( > O(S) O(S) .0( ) O(S) .0( ) ' 0. 0. 0. 0. 0. 0. 0. 0. o. 0. .0( ) .o( ) O(S) .0( ) .0( ) .0( ) O(S) O(S) O(S) O(S) 0. 0. o. 0.. 0. 0. 0. 0. o. 0. ' .0( ) O(S) .0( ) O(S) O(s) .0( ) O(s) .0( ) .0( ) .0( ) o. 0. 0. 0.: 0. 0. 0. 0. 0. 0. .0( ) .0( ) .0( ) .0( ) .0( ) .0( ) .0( ) .0( ) .0( ) .0c ) ' o. 0. 0. 0. 0. 0. 0. 0. 0. o. .0( ) .o( ) .o( ) .0( ) .0( ) .0( ) O(S) .0c ) .oC ) .0( ) 0. 0. 0. 0. '.0( ) .0( ) .o( ) .o(s) 0 10. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. .0( ) .0( ) .0( ) .o( ) .0( ) O(S) .oC ) .0( ) O(S) O(S) ' 0. 0. 0. 0. , 0. 0. 0. 0. 0. 0. .0( ) O(S) .0( ) .0( ) .0( ) .0( ) .0( ) .0( ) .0( .0( ) o. 0. 0. 0. 0. 0. 0. 0. 0. 0. ' 0( ) .0( ) .0( ) A(s) .0( ) O(S) O(S) .0( ) O(S) .0( ) o. 0. 0. 0., 0. 0. 0. 0. 0. 0. .0( ) .0( ) O(S) .0( ) .0( ) .0( O(S) O(S) O(S) O(S) ' o. o. o. o.1 o. o. o. o. o. o. .0c ) O(S) .0( ) O(S) O(S) .0( O(S) .0( ) .0( .0( ) 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. ' .Oc ) .0C ) .0( ) .0( ) .0( ) .0( ) .0( ) .0( ) .0( ) .0( ) 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. .0( ) .0( ) .0( ) .0( ) .0( ) .0( ) O(S) .0( ) .0( ) .0( ) 0. 0. 0. 0. ' .0( ) .0( ) .0( ) AM 0 15. 0. 0. 0. 0.` 0. 0. 0. 0. 0. 0. ' .0( ) .0( ) .1( ) b( ) .0( ) O(S) .0( ) .0( ) O(S) O(S) 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. .O( ) O(S) .0( ) 0( ) .0( ) .0( ) .1( .1( ) .0( ) .0( ) 0. 0. 0. 0. (1. 0. 0. 0. 0. 0. .0( ) .0( ) .0( ) .0(S) .0( ) O(S) O(S) .0( ) O(S) .0( ) 0. 0. 0. 0.' 0. 0. 0. 0. 0. 0. ' 0( ) .0( ) O(S) .0( ) .0( ) .0( ) O(S) O(S) O(S) O(S) 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. .0( ) O(S) .0( ) 0(S) O(S) .0( ) O(S) .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. 0. 0. 0. 0. ' 0( ) .0( )- .1( ) .0( ) .0( ) .0( ) O(S) .0( ) .0( ) .0( ) 0. 0. 0. 0., .0( ) .0( ) .0( ) O(S) 0 20. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. h4 1 ns ' u of O(S) .0( ) .0( ) ) ) .1( ) .0( ) .1( ) ocs) O(S) 0. 0. 0. o.. 0. 0. 0. 0. 0. 0. ' .0( ) O(S) .0( ) .o( ) .0( ) .0( ) .1( ) .1( ) .o( ) .1( ) 0. 0. o. o.; o. 0. 0. 0. 0. 0. .0( ) .Oc ) .1( ) .o(s) .0( ) .ocs) .o(s) .0c ) .o(s) . .0( ) ' 0. 0. 0. 0.1 0. 0. o. 0. 0. 0. .0( ) .0( ) AM .1( ) .0( ) .0c ) O(S) .ocs) O(S) O(S) 0. 0. 0. 0. 0. 0. o. 0. 0. 0. ' .0( ) o(s) .0( ) O(S) O(S) .0( ) O(S) .0( ) .1( ) .0( ) 0. 0. 0. 0.; 0. 0. o. 0. 0. 0. .0c ) - .0( ) .0( ) .1( ) .o( ) .1c ) .0( ) .0c ) .0( ) .0( ) .0( ) .0( ) .1( ) .0( ) .1( ). .o( ) O(S) .o( > .0( ) .1( ) 0. 0. o. 0. '0( ) .1( ) .0( ) O(S) 0 25. 1. 0. 4. 0. 2. 1. 0. 1. 0. 1. .1( ) .1( ) .6( ) .1( ) .5( ) O(S) .0( ) .3( ) Ocs) O(S) [' 0. 1. 0. 1.: 1. 0. 2. 6. 0. 2. .2( ) O(S) .1( ) .3( ) .1( ) .2( ) .0(0) .7( ) .0( ) .4( ) 0. 0. 3. 0.' 0. 0. 0. 1. 0. 0. 0( ) .1( ) .5( ) O(S) .1( ) O(S) O(S) .1( ) O(S) .2( ) 1. 2. 0. 2. 1. 0. 1. 1. 3. 0. .2( ) .2( ) .4(S) A( ) .3( ) .1( ) O(S) O(S) O(S) O(S) 0. 0. 0. 1. 1. 0. 0. 1. 1. 0. ' .0( ) .1(S) .1( ) O(S) O(S) .2( ) O(S) .4( ) .4( ) .3( ) 1. 0. 0. 3. 0. 2. 0. 0. 0. 0. .2( ) .1( ) .1( ) .5( ) .2( ) .4( ) .2( ) .0( ) .1( ) .1( ) 0. 1. 6. 1.'. 2. 1. 1. 1. 0. 1. .0( ) .2( ) .6( ) .3( ) .4( ) .2( ) .1(S) .2( ) .1( ) .3( ) 1. 4. 0. 6. .2( ) .5( ) .1( ) .O(S) 0 30. 7. 4. 11. 1. 13. 5. 1. 3. 3. 8. 3( ) .5( ) .0(0) .3( ) 1.4( ) O(S) .2( ) .7( ) O(S) O(S) 2. 6. 6. 13.. 4. 2. 2. 13. 0. 17. .5( ) O(S) .6( ) .8( ) .2( ) .6( ) .0(0) 1.1( ) .1( ) 1.2( ) 0. 1. 31. 3.. 6. 5. 0. 6. 1. 2. ' .1( .4( ) ) 1.3( ) 0(s) .4( ) O(S) .1(S) .3( ) O(S) .4( ) 3. 21. 1. 11.; 4. 4. 13. 13. 16. 1. 4( ) 6( ) 1.7(S) 1.3( ) .7( ) .4( ) O(S) O(S) ..O(S) O(S) ' 1. 1. 2., 4.: 8. 2. 4. 10. 3. 2. .2( ) .3(S) .3( ) O(S) O(S) .5( ) O(S) 1.3( ) .7( ) 1.1( ) 13. 1. 1. 10.1 4. 7. 4. 0. 4. 1. ' .7( ) .3( ) .3( ) 1.0( ) .7( ) .9( ) .6( ) .2( ) .3( ) .4( ) 0. 8. 22. 8.1 8. 10. 2. 6. B. 5. 1( ) .6( ) 1.3( ) .8( ) .8( ) .6( ) .2(S) .4( ) .5( ) .6( ) ' 2: 17. 1. 33.: .5( ) 1.1( ) .3( ) O(S) ' 0 35. 25. 20. 11. 5. 19. 11. 7. 4. 11. 12. 1 ! 1 0 40. 0 45. 1 0 50. A( ) 1.5( ) .2(0) .7( ) 1.7( ) AM .5( ) AM O(S) .1(S) 11. 11. 22. 45.i 12. 7. 2. 24. 2. 65. 1.3( ) AM 1.1( ) 1.5( ) .4( ) 1.6( ) AM .0(0) .4( ) 2.6( ) 1. 8. 129. 13.; 42. 15. 6.' 23. 5. 7. .2( ) .9( ) 3.1( ) .0(S) 1.3( ) .1(S) .2(S) .5( ) O(S) .7( ) 8. 73. 2. 19.; 14. 27. 17. 17. 20. 8. .7( ) 1.1( ) 5.2(S) 1.8( ) 1.6( ) 1.1( ) .1(S) O(S) .1(S) O(S) 3. 2. 12. 4. 27. 3. 5. 19. 6. 6. .5( ) 1.1(S) .9( ) .2(S) O(S) .7( ) O(S) 2.5( ) 1.2( ) 1.3( ) 50. 8. 6. 24.23. 11. 19. 1. 16. 9. 1.4( ) .8( ) .8( ) .0(0) 1.8( ) .0(0) 1.4( ) A( ) .5( ) .9( ) 3. 35. 44. 33.' 24. 57. 7. 32. 55. 14. .3( ) 1.3( ) .1(0) 1.7( ) .0(0) 1.5( ) .7(S) .8( ) 1.5( ) 1.2( ) 7. 44. 6. 64. .9( ) .0(0) .7( ) O(S) 40. 23. 11. 11.; 28. 11. 16. 4. 11. 12. .5( ) .2(0) AM 0(0) 2.8( ) .1(S) .8( ) .0(0) O(S) .2(S) 11. 11. 37. 65. 14. 10. 2. 17. 6. 84. .0(0) 1(S) 1.5( ) 1.9( ) .4( ) 1.7( ) .3(0) 1.3( ) .7( ) 3.7( ) 2. 18. 179. 17. 125. 44. 9. 37. S. 10. .4( ) 1.7( ) 4.7( ) AM 2.3( ) .5(S) .5(S) .6( ) .2(S) .9( ) 9. 98. 4. 27. 16. 65. 17. 17. 23. 8. .8( ) 1.3( ) 9.0(S) 1.9( ) 2.0( ) 1.8( ) .5(S) O(S) AM .1(S) 6.. 5. 33. 4. 38. 4. 5. 26. 3. 12. .8( ) 2.1(S) 1.6( ) .7(S) O(S) .7( ) .2(S) 2.7( ) .7( ) 1.4( ) 87. 20. 16. 24. 34. 11. 35. 3. 32. 26. 1.8( ) 1.4( ) 1.3( ) AM 2.4( ) AM 2.1( ) .5( ) .6( ) 1.6( ) 13. 75. 44. 41. 24. 63. 11. 70. 96. 14. .7( ) 1.8( ) .2(0) 1.9( ) .0(0) 1.6( ) 1.1(S) 1.1( ) 2.1( ) 1.2( ) 8. 44. 10. 58. 1.0( ) AM .9( ) O(S) 39. 23. 11. 11.1 34. 11. 26. 4. 11. 12. .5( ) AM .5(0) .1(0) 2.9( ) .2(S) 1.0( ) .0(0) .1(S) .4(S) 11. 11. 47. 72.i 9. 11. 2. 0. 9. 92. AM .3(S) 1.7( ) 2.0( ) .3( ) 1.8( ) AM .2( ) .9( ) 3.8( ) 4. 19. 187. 17.I 205. 88. 16. 36. 5. 8. .6( ) AM 4.8( ) .1(S) 2.9( ) 1.1(S) 1.0(S) .6( ) .4(S) .8( ) 7. 65. 5. 27. 17. 91. 17. 17. 23. 8. 7( ) 1.1( ) 11.5(S) 1.9( ) 2.1( ) 2.1( ) 1.1(S) O(S) .1(S) .2(S) 8. 7. 45. 4.: 32. 4. 5. 28. 2. 14. .9( ) 2.9(S) 1.9( ) 1.5(S) AM .7( ) .4(S) 2.8( ) .5( ) 1.4( ) 91. 24. 27. 24.] 39. 11. 44. 3. 41. 38. 1.8( ) .0(0) 1.9( ) .1(0) 3.2( ) .2(0) 2.6( ) .6( ) .7( ) 2.0( ) 28. 97. 44. 43.; 24. 68. 13. 110. 111. 11. 1.0( ) 2.0( ) .3(0) 2.0( ) AM 1.7( ) 1.3(S) 1.4( ) 2.3( ) 1.0( ) 6. 44. 11. 45. .8( ) AM 1.0( ) O(S) 33. 23. 11. 11..' 37. 11. 36. 4. 11. 12. pO III ' .5( ) .7(0) .7(0) .1(0) 2.9( ) 3(S) 1.2( ) .0(0) .1(S) .6(S) 11. 11. 57. 83.: 6. 10. 2. 12. 12. 97. .2(0) .4(S) 1.9( ) 2.2( ) .3( ) 1.7( ) AM 1.0( ) 1.0( ) 3.9( ) 5. 19. 184. 17., 242. 170. 30. 31. 5. 6. .7( ) .1(0) 4.8( ) .2(S) 3.2( ) 1.8(S) 1.8(S) .5( ) .6(S) .7( ) ' 6. 45. 6. 24. 20. 106. 18. 18. 23. 8. .6( ) .9( ) 13.2(S) 1.8( ) 2.1( ) 2.3( ) 1.8(S) ..0(S) 1(S) .3(S) 8. B. 43. 4. 27. 4. 5. 28. 2. 14. ' 9( ) 3.5(S) 1.9( ) 2.2(S) O(S) .7( ) .6(S) 2.7( ) .5( ) 1.4( ) 84. 24. 28. 24.' 44. 11. 46. 4. 44. 43. 1.8( ) .0(0) 2.0( ) .1(0) 3.3( ) .2(0) 3.1( ) .7( ) .7( ) 2.1( ) ' 49. 98. 44. 44. 24. 68. 14. 145. 137. 10. 1.5( ) 2.0( ) AM 2.0( ) .1(0) 1.7( ) 1.5(S) 1.5( ) 2.6( ) .9( ) 6. 40. 11. 41. '8( ) 2.0( ) 1.0( ) O(S) 0 55. 27. 23. 11. 11. 40. 11. 43. 4. 11. 12. .5( ) .9(0) .7(0) .1.(0) 3.0( ) .3(S) 1.4( ) .0(0) .1(S) .7(S) 11. 11. 65. 89.I 4. 9. 2. 0. 14. 101. ' .3(0) .4(S) 2.0( ) 2.3( ) .2( ) 1.7( ) .5(0) .0( ) 1.1( ) 3.9( ) 5. 19. 177. 17. 246. 214. 50. 25. 5. S. .7( ) .1(0) 4.7( ) .2(S) 3.2( ) 2.2(S) 2.9(S) .5( ) .8(S) .6( ) ' 4. 36. 6. 20. 23. 117. 18. 18. 22. 8. .5( ) .8( ) 14.4(S) 1.8( ) 2.2( ) 2.4( ) 2.6(S) O(S) .1(S) MS) 8. 9. 37. 4. 23. 4. 5. 26. 1. 13. ' .9( ) 4.0(S) 1.7( ) 2.8(S) O(S) .7( ) .8(S) 2.7( ) .4( ) 1.4( ) 75. 24. 28. 24.. 48. 11. 49. 4. 44. 45. 1.7( ) .1(0) 2.0( ) AM 3.4( ) .2(0) 3.2( ) .7( ) .7( ) 2.2( ) ' 73. 90. 44. 44. 24. 68. 14. 162. 157. 7. 1.8( ) 1.9( ) .3(0) 2.0( ) .0(0) 1.7( ) 1.5(S) 1.6( ) 2.8( )' .7( ) 4. 15. 10. 33. .6( ) 1.0( ) .9( ) O(S) 1 0. 22. 23. 11. 11. 42. 11. 49. 4. 11. 12. 4( ) 1.0(0) .8(0) .2(0) 3.0( ) .3(S) 1.4( ) .0(0) .1(S) .8(S) ' 11. 11. 71. 96. 3. B. 2. 7. 16. 105. AM .4(S) 2.1( ) 2.4( ) .2( ) 1.7( ) .5(0) .8( ) 1.2( ) 4.0( ) 4. 19. 172. 17.' 237. 231. 67. 20. 5. 4. .6( ) .1(0) 4.3( ) 3(S) 3.1( ) 2.3(S) 4.1(S) .5( ) .9(S) .5( ) 4. 26. 7. 17. 25. 126. 18. 18. 22. 8. .5( ) .7( ) 15.4(S) 1.7( ) 2.2( ) 2.5( ) 3.5(S) O(S) 1(S) .5(S) ' 8. 10. 31. 4.' 21. 4. 5. 24. 1. 11. .9( ) 4.4(S) 1.5( ) 3.3(S) O(S) .7( ) .9(S) 2.7( ) .4( ) 1.4( ) 67. 24. 28. 24. 50. 11. 52. 5. 43. 44. t 1.6( ) AM 2.0( ) .0(0) 3.4( ) .2(0) 3.3( ) .7( ) .7( ) 2.1( ) 95. 81. 44. 44.1 24. 68. 15. 169. 182. 7. 2.1( ) 1.8( ) .2(0) 2.0( ) .0(0) 1.7( ) 1.5(S) 1.6( ) 3.0( ) .7( ) ' 4. 28. 9. 33. .6( ) 1.5( ) .9( ) O(S) ' 1 5. 18. 23. 11. 11. 43. 11. 53. 4. 11. 12. ' IIS ' 1.1(0) 3.0( ) 1.5( ) O(S) .4( ) .8(0) .2(0) .3(S) .0(0) .8(S) 11. 11. 75. 100. 3. 7. 2. 1. 17. 108. AM .4(S) 2.2( ) 2.5( ) .2( ) 1.6( ) .6(0) .3( ) 1.3( ) 4.0( ) 4. 19. 159. 17.. 225. 231. 83. 17. 5. 3. .6( ) .1(0) 3.7( ) .3(S) 3.1( ) 2.3(S) 5.3(S) .4( ) 1.0(S) .5( ) ' 3. 23. 7. 15. 26. 136. 19. 19. 21. 8. .4( ) .6( ) 16.3(S) 1.7,( ) 2.2( ) 2.6( ) 4.4(S) O(S) .1(S) .5(S) 8. 11. 26. 4.- 20. 4. 5. 22. 1. 10. ' 8( ) 4.7(S) 1.4( ) 3.8(S) O(S) .7( ) 1.0(S) 2.6( ) .4( ) 1.4( ) 62. 24. 28. 14. 49. 11. 55. 5. 42. 42. 1.5( ) AM 2.0( ) 1.2( ) 3.4( ) .2(0) 3.4( ) .7( ) .7( ) 2.1( ) ' 115. 73. 44. 44.: 18. 64. 15. 170. 200. 5. 2.4( ) 1.8( ) .1(0) 2.0( ) 1.3( ) 1.6( ) 1.5(S) 1.6( ) 3.2( ) .6( ) 3. 11. 8. 29. '.6( ) .9( ) .8( ) .O(S) 1 10. 16. 23. 11. 11.' 44. 11. 55. 4. 7. 12. .4( ) 1.1(0) .8(0) J(0) 3.0( ) .3(S) 1.5( ) .0(0) O(S) .8(S) 11. 11. 76. 101.` 2. 6. 2. 5. 18. 109. ' AM .4(S) 2.2( ) 2.5( ) .2( ) 1.1( ) .6(0) .7( ) 1.3( ) 4.0( ) 3. 19. 149. 17.: 212. 224. 94. 15. 5. 3. .5( ) AM 3.4( ) .3(S) 3.0( ) 2.2(S) 6.3(S) .4( ) 1.1(S) .4( ) 3. 20. 8. 13. 26. 145. 19. 19. 21. 8. .4( ) .6( ) 17:1(S) 1.6( ) 2.2( ) 2.7( ) 5.4(S) O(S) 1(S) .6(S) 7. 12. 22. 4. 20. 4. 5. 21. 1. 9. .8( ) 5.0(S) 1.3( ) - 4.2(S) O(S) .7( ) 1.1(S) 2.6( ) .4( ) 1.4( ) 57. 24. 28. 9.. 45. 11. 56. 5. 40. 40. 1.5( ) .1(0) 2.0( ) .9( ) 3.3( ) .1(0) 3.4( ) .7( ) .7( ) 2.0( ) ' 130. 67. 29. 39. 13. 54. 15. 167. 212. 5. 2.5( ) 1.7( ) 1.6( ) 1.8( ) 1.1( ) 1.4( ) 1.5(S) 1.6( ) 3.3( ) .6( ) i' 3.. 21. 7. 30. .5( ) 1.3( ) .8( ) O(S) 1 15. 13. 23. 11. 11. 44. 11. 56. 2. 3. 12. 4( ) 1.1(0) .8(0) .1(0) 3.0( ) .2(S) 1.5( ) .5( ) O(S) .8(S) ' 11. 11. 73. 97. 2. 4. 2. 1. 19. 107. AM .4(S) 2.2( ) 2.4( ) .2( ) .9( ) .6(0) .2( ) 1.3( ) 4.0( ) 3. 19. 141. 17. 199. 213. 103. 13. 5. 2. .5( ) .0(0) 3.3( ) .2(S) 2.9( ) 2.1(S) 7.2(S) .4( ) 1.1(S) .4( ) 2. 17. 8. 12. 26. 154. 19. 19. 21. 8. 4( ) .5( ) 17.7(S) 1.6( ) 2.2( ) 2.8( ) 6.5(S) O(S) 1(S) .6(S) ' 7. 12. 19. 4.; 19. 4. 5. 19. 1. 9. .8( ) 5.3(S) 1.2( ) 4.6(S) O(S) .7( ) 1.2(S) 2.6( ) .3( ) 1.3( ) 53. 24. 28. 11.. 42. 11. 56. 5. 37. 38. ' 1.4( ) .0(0) 2.0( ) 1.0( ) 3.3( ) .1(0) 3.4( ) .8( ) .7( ) 2.0( ) 140. 62. 11. 25.' 14. 42. 14. 163. 216. 4. 2.6( ) 1.6( ) .9( ) 1.4( ) 1.1( ) 1.2( ) 1.5(S) 1.6( ) 3.3( ) .5( ) ' 2. 8. 7. 27. ; .5( ) .7( ) .7( ) O(S) ' 1 20. 12. 23. 11. 11.' 45. 11. 57. 1. 4. 12. 1.1(0) 1(0) 3.0( .3( ) .8(0) ) .2(S) 1.6( ) M ) O(S) 8(S) 11. 11. 72. 97., 2. 4. 2. 4. 19. 104. t.4(0) A(S) 2.1( ) 2.4( ) .2( ) .8( ) .6(0) .6( ) 1.4( ) 4.0( ) 2. 16. 134. 17. 187. 201. 110. 11. 5. 2. .5( ) 1.5( ) 3.2( ) .2(S) 2.8( ) 2.0(S) 7.9(S) M ) 1.2(S) AC ) 2. 15. 8. 10., 25. 161. 20. 20. 21. 8. M ) .5( ) 18.4(S) 1.2( ) 2.2( ) 2.8( ) 7.5(S) O(S) .1(S) .6(S) 6. 13. 17. 4. 19. 4. 5. 18. 1. 8. ' .8( ) 5.5(S) 1.1( ) 4.9(S) O(S) M ) 1.2(S) 2.5( ) M ) 1.3( ) 50. 18. 25.- 8. 40. 11. 54. 5. 35. 36. 1.4( ) 1.3( ) 1.8( ) .8( ) 3.2( ) .1(0) 3.4( ) .8( ) M ) 1.9( ) ' 147. 58. 23. 19.' 11. 32. 14. 156. 217. 4. 2.7( ) 1.6( ) 1.3( ) 1.2( ) 1.0( ) 1.1( ) 1.5(S) 1.5( ) 3.4( ) .6( ) 2. 17. 6. 28., '5( ) 1.1( ) M ) 0(S) 1 25. 11' 23. 11. 11.: 45. 11. 57. 1. 3. 12. .3( ) 1.1(0) .8(0) AM 3.0( ) .2(S) 1.6( ) M ) O(S) .8(S) ' 11. 11. 73. 97.: 2. 3. 2. 1. 19. 103. .4(0) .3(S) 2.2( ) 2.4( ) .2( ) .7( ) .6(0) .3( ) 1.4( ) 3.9( ) 2. 10. 130. 17.. 174. 188. 115. 10. 5. 2. ' M ) 1.1( ) 3.1( ) A(S) 2.7( ) 1.9(S) 8.5(S) .3( ) 1.2(S) M ) 2. 14. 8. 8., 23. 167. 20. 20. 21. 8. 3( ) .5( ) 18.9(S) 1.0( ) 2.2( ) 2.9( ) 8.7(S) O(S) .1(S) .6(S) ' 6. U. 15. 4.; 19. 4. S. 17. 1. 8. M ) 5.7(S). 1.0( ) 5.2(S) O(S) M ) 1.3(S) 2.3( ) .3( ) 1.3( ) 47. 13. 20. 9. 37. 11. 53. S. 33. 34. ' 1.3( ) 1.1( ) 1.5( ) .9( ) 3.0( ) .0(0) 3.3( ) .8( ) .6( ) 1.8( ) 150. 54. 9. 17. 12. 29. 14. 150. 221. 3. 2.7( ) 1.6( ) .8( ) 1.1( ) 1.0( ) 1.0( ) 1.4(S) 1.5( ) 3.4( ) .5( ) 2. 7. 6. 26. ' .4(- ) M ) M ) O(S) 1 30. 10. 23. 11. 11. 45. 11. 57. 1. 3. 12. .3( ) 1.1(0) .8(0) .0(0) 3.0( ) A(s) 1.6( ) 3( O(S) J(S) ' 11. 11. 72. 96. 2. 3. 2. 3. 19. 102. AM .3(S) 2.1( ) 2.4( ) .2( ) M ) .7(0) .5( ) 1.4( ) 3.9( ) 2. 8. 126. 17.; 162. 176. 120. 9. 5. 2. ' M ) 1.0( ) 3.0( ) .1(S) 2.6( ) 1.8(S) 9.0(S) .3( ) 1.2(S) M ) 2. 13. 9. 6. 21. 172. 20. 20. 21. 8. ' 3( ) M ) 19.5(S) .8( ) 2.2( ) 2.9( ) 9.8(S) O(S) .1(S) .6(S) 6. 13. 14. 4.: 19. 4. 5. 11. 1. 7. M ) 5.8(S) 1.0( ) 5.5(S) O(S) .7( ) 1 3(S) 1.5( ) .3( ) 1.3( ) 44. 14. 18. 6.1 30. 5. 49. S. 31. 32. ' 1.3( ) 1.2( ) 1.4( ) M ) 2.2( ) M ) 3.3( ) .8( ) .6( ) 1.8( ) 151. 51. 18. 15., 9. 25. 14. 143. 223. 3. 2.7( ) 1.5( ) 1.2( ) 1.1( ) .9( ) 1.0( ) 1.4(S) 1.5( ) 3.4( ) .5( ) ' 2. 13. 5. 26. M ) 1.0( ) .6( ) O(S) 1 35. 8. 23. 11. 10.: 45. 11. 57. 1. 3. 12. )Iq 120 .3( ) 1.0(0) .7(0) 1.2( ) 3.0( ) 1(S) 1.6( ) AC ) AM .7(S) 11. 11. 72. 96.1 1. 2. 2. 1. 19. 101. ' .4(0) .3(S) 2.1( ) 2.4( ) .2( ) .6( ) .7(0) .2( ) 1.3( ) 3.9( ) 2. 7. 121. 17. 153. 165. 124. 8. 5. 2. M ) .9( ) 2.9( ) O(S) 2.5( ) 1.8(S) 9.4(S) .3( ) 1.3(S) .3( ) 2. 11. 9. 5.; 19. 176. 21. 21. 21. 8. .3( ) M ) 19.9(S) J( ) 2.1( ) 2.9( ) 10.9(S) O(S) J (S) .6(S) 5. 14. 12. 4. 18. 4. S. 8. 0. 7. ' .7( ) 6.0(S) .9( ) 5.8(S) O(S) .7( ) 1.4(S) 1.2( ) .3( ) 1.3( ) 42. 11. 17. 7. 24. 3. 45. 5. 29. 30. 1.3( ) 1.0( ) 1.4( ) M ) 1.9( ) .5( ) 2.8( ) .8( ) .6( ) 1.7( ) ' 150. 48. 7. 13. 9. 22. 13. 135. 220. 2. 2.7( ) 1.5( ) M ) 1.0( ) .9( ) .9( ) 1.4(S) 1.5( ) 3.4( ) M ) 1. S. 5. 25. 'M ) .6( ) .6( ) O(S) 1 40. 8. 23. 11. 4. 42. 11. 57. 1. 2. 12. .3( ) .9(0) .7(0) .7( ) 3.0( ) .0(S) 1.6( ) .3( ) O(S) .7(S) 11. 11. 72. 95. 1. 2. 2. 2. 18. 100. ' .3(0) .2(S) 2.1( ) 2.4( ) .1( ) .6( ) .7(0) M ) 1.3( ) 3.9( ) 1. 6. 118. 10. 146. 156. 126. 7. 5. 1. M ) .8( ) 2.9( ) O(S) 2.5( ) 1.7(S) 9.7(S) .3( ) 1.3(S) .3( ) 1. 9. 9. 5. 18. 177. 21. 21. 22. 8. .3( ) M ) 20.3(S) .7( ) 2.1( ) 3.0( ) 12.0(S) O(S) .1(S) .6(S) 5. 14. 11. 4. 18. 4. 5. 6. 0. 6. ' .7( ) 6.1(S) .9( ) 6.0(S) O(S) .7( ) 1.4(S) 1.0( ) .3( ) 1.3( ) 40. 11. 15. 5. 22. 4. 32. 5. 27. 28. 1.2(.) 1.0( ) 1.3( ) .6( ) 1.7( ) .6( ) 2.0( ) .8( ) .6( ) 1.6( ) ' 146. 45. 14. 12. 7. 20. 13. 126. 216. 2. 2.7( ) 1.4( ) 1.0( ) .9( ) .8( ) .8( ) 1.3(S) 1.4( ) 3.3( ) .4( ) 1. 10. 4. 26. ' M ) .8( ) .6( ) O(S) 1 45. 7. 23. 11. 4. 39. 5. 54. 1. 2. 12. .3( ) .9(0) .7(0) .7( ) 3.0( ) O(S) 1.5( ) .3( ) O(S) .6(S) ' 11. 11. 69. 93.: 1. 2. 2. 1. 18. 98. .3(0) .2(S) 2.1( ) 2.3( ) .1( ) .5( ) .7(0) .3( ) 1.3( ) 3.9( ) 1. 6. 115. 5.: 140. 148. 128. 6. 5. 1. ' .3( ) .8( ) 2.8( ) O(S) 2.4( ) 1.6(S) 9.9(S) .3( ) 1.3(S) .3( ) 1. 8. 9. 4.' 17. 175. 34. 34. 26. 8. .3( ) .3( ) 20.6(S) .6( ) 2.1( ) 2.9( ) 13.1(S) O(S) .1(S) .6(S) ' 4. 14. 10. 4.; 18. 4. 5. 6. 0. 6. .6( ) 6.2(S) .8( ) 6.2(S) O(S) .7( ) 1.4(S) 1.0( ) .3( ) 1.3( ) 40. 9. 14. 5., 20. 3. 26. 5. 25. 26. ' 1.2( ) .9( ) 1.2( ) .7( ) 1.6( ) .5( ) 1.7( ) .8( ) .6( ) 1.6( ) 141. 43. 6. 11. 7. 18. 12. 115. 210. 2. 2.6( ) 1.4( ) .6( ) .9( ) .8( ) .8( ) 1.3(S) 1.4( ) 3.3( ) M ) 1. 4. 4., 28., .3( ) .6( ) .6( ) O(S) ' 1 50. 6. 23. 11. 4.: 38. 2. 48. 1. 2. 12. 0 IZi .3( ) .8(0) .6(0) 6( ) 3.0( ) O(S) 1.4( ) .3( ) O(S) .6(S) 11. 11. 64. 88.1. 2. 2. 2. 17. 95. .3(0) A (S) 2.0( ) 2.3( ) .1( ) .5( ) .7(0) .4( ) 1.3( ) 3.9( ) 1. 5. 111. 6. 134. 141. 130. 6. 5. 1. .3( ) .7( ) 2.8( ) O(S) 2.4( ) 1.6(S) 10.0(S) .3( ) 1.3(S) .3( ) 1. 8. 9. 4.! 17. 173. 45. 45. 38. 8. 3( ) .3( ) 21.0(S) .6( ) 2.1( ) 2.9( ) 14.1(S) AM .2(S) .5(S) 4. 15. 9. 4. 18. 4. 5. 5. 0. 5. 6( ) 6 3(S) .8( ) 6.4(S) O(S) .7( ) 1.4(S) .9( ) .3( ) 1.3( ) 44. 9. 13. 4.' 19. 3. 23. 5. 23. 24: 1.3( ) .9( ) 1.2( ) .6( ) 1.6( ) .6( ) 1.6( ) .8( ) .6( ) 1.5( ) 135. 44. 12. 9. 6. 16. 12. 106. 202. 2. 2.6( ) 1.4( ) .9( ) .8( ) .7( ) .8( ) 1.2(S) 1.3( ) 3.2( ) M ) 1. 8. 3. 41. .3( ) .8( ) .5( ) O(S) 6. 23. 11. 3. 38. 4. 45. 1. 2. 12. .2( ) .7(0) .6(0) M ) 3.0( ) O(S) 1.4( ) 3( ) O(S) .5(S) 71. 11. 60. 83., 1. 2. 2. 1. 17. 90. .2(0) A (S) 1.9( ) 2.2( ) .1( ) .5( ) .7(0) 3( ) 1.2( ) 3.8( ) 1. 5. 106. 5.; 129. 136. 131. 5. 5. 1. 3( ) .7( ) 2.7( ) O(S) 2.3( ) 1.5(S) 10.1(S) 3( ) 1.3(S) 3( ) 1. 7. 9. 4. 16. 172. 56. 54. 49. 8. 3( ) 3( ) 21 3(S) M ) 2.0( ) 2.9( ) 14.9(S) O(S) .2(S) .5(S) 4. 15. 8. 4. 18. 4. 5. 5. 0. 5. .6( ) 6.4(S) .7( ) 6.6(S) O(S) .7( ) 1.4(S) .9( ) 3( ) 1.3( ) 53. B. 12. 5. 17. 2. 21. 5. 22. 22. 1.4( ) .8( ) 1.1( ) .6( > 1.5( ) .5( ) 1.5( ) .8( ) .5( ) 1.5( ) 128. 49. 6. 9. 6. 15. 12. 100. 194. 2. 2.5( ) 1.5( ) .6( ) .8( ) .7( ) .7( ) 1.2(S) 1.3( ) 3.2( ) M ) 1. 4. 3. 51. 3( ) .5( ) .5( ) .O(S) 5. 23. 11. 3. 38. 2. 43. 1. 2. 12. 2( ) .6(0) .5(0) M ) 2.9( ) O(S) 1.4( ) 3( ) O(S) .5(S) 11. 11. 58. 81.; 1. 2. 2. 2. 16. 87. .2(0) O(S) 1.9( ) 2.2( ) .1( ) .5( ) .7(0) M ) 1.2( ) 3.8( ) 1. 4. 101. 5. 124. 130. 131. 5. 5. 1. 3( ) .7( ) 2.6( ) O(S) 2.3( ) 1.5(S) 10.2(S) .3( ) 1.3(S) .3( ) 1. 7. 10. 3. 16. 171. 65. 57. 55. 8. .3( ) .3( ) 21.6(S) .6( ) 2.0( ) 2.9( ) 15.7(S) O(S) .2(S) .5(S) 4. 15. 7. 4. 18. 4. 5. 5. 0. 5. .6( ) 6.5(S) .7( ) 6.8(S) O(S) .7( ) 1.4(S) .9( ) .3( ) 1.3( ) 61. 8. 12. 4., 16. 3. 20. 5. 20. 21. 1.5( ) .8( ) 1.1( ) .5( ) 1.5( ) .5( ) 1.4( ) .8( ) .5( ) 1.4( ) 122. 56. 10. 8. 5. 14. 11. 97. 186. 2. 2.4( ) 1.6( ) .8( ) .8( ) .7( ) .7( ) 1.2(S) 1.3( ) 3.1( ) M ) 1. 7. 3. 58. .3( ) .7( ) .5( ) O(S) 5. 23. 11. 3. 37. 3. 42. 1. 2. 12. 2 15 t t 1 ' 2 20 .2( ) .5(0) .5(0) .5( ) 2.9( ) O(S) 1.3( ) .3( ) O(S) MS) 11. 4. 56. 73. 1. 1. 2. 1. 15. 82. AM O(S) 1.8( ) 2.6( ) .1( ) .5( ) .7(0) .2( ) 1.2( ) 3.7( ) 1. 4. 95. C 118. 125. 131. 5. 5. 1. .3( ) .7( ) 2.5( ) .6(S) 2.2( ) 1.4(S) 10.2(S) .2( ) 1.3(S) .3( ) 1. 6. 10. 3.. 16. 169. 73. 62. 59. S. .2( ) .3( ) 21.8(S) .6( ) 2.0( ) 2.9( ) 16.4(S) 1(S) .3(S) A(S) 3. 15. 7. 4.. 18. 4. S. 4. 0. 5. .5( ) 6.5(S) .7( ) 7.0(S) O(S) .7( ) 1.4(S) .8( ) .2( ) 1.2( ) 67. 6. 11. 4.' 15. 2. 18. 5. 19. 19. 1.6( ) .7( ) 1.1( ) .5( ) 1.4( ) AC ) 1.4( ) .8( ) .5( ) 1.4( ) 117. 63. 5. 8. S. 13. 11. 96. 177. 1. 2.4( ) 1.7( ) .6( ) .8( ) .6( ) .7( ) 1.1(S) 1.3( ) 3.0( ) .3( ) 1. 3. 3. 61. .3( ) .5( ) .5( ) .0(S) 4. 23. 11. 3. 37. 1. 41. 0. 1. 12. .2( ) AM AM .5( ) 2.9( ) O(S) 1.3( ) .2( ) O(S) .4(S) 11. 2. 55. 69. 1. 1. 2. 1. 14. 77. .1(0) O(S) 1.8( ) 1.9( ) .1( ) AC ) .7(0) .2( ) 1.2( ) 3.5( ) 1. 4. 88. 4.. 112. 119. 131. 4. 5. 1. .3( ) .6( ) 2.4( ) O(S) 2.1( ) 1.4(S) 10.2(S) .2( ) 1.3(S) .2( ) 1. 5. 10. 2. 15. 167. 81. 68. 65. 8. .2( ) .3( ) 22.0(S) .5( ) 2.0( ) 2.9( ) 17.1(S) .2(S) .3(S) A(S) 3. 15. 6. 4.' 17. 4. 5. 4. 0. 4. .5( ) 6.6(S) .7( ) 7.2(S) O(S) .7( ) 1.4(S) .8( ) .2( ) 1.2( ) 70. 6. 10. 3.' 14. 2. 17. 5. 18. 18. 1.6( ) .7( ) 1.0( ) .5( ) 1.3( ) M ) 1.3( ) .8( ) .5( ) 1.3( ) 113. 68. 7. 7. 4. 11. 10. 97. 168. 1. 2.3( ) 1.7( ) .7( ) .7( ) .6( ) .6( ) 1.1(S) 1.3( ) 2.9( ) .3( ) 1. 5. 2. 66.' .3( ) .6( ) .4( ) 0(S) 4. 23. 11. 2.'. 37. 2. 40. 0. 1. 12. .2( ) .3(0) AM .5( ) 2.9( ) O(S) 1.3( ) .2( ) O(S) .3(S) 11. 3. 54. 69. 0. 1. 2. 0. 14. 72. .0(0) O(S) 1.8( ) 2.0( ) .1( ) .4( ) .7(0) .2( ) 1.1( ) 2.9( ) 1. 3. 82. 4. 104. 112. 131. 3. 5. 1. .3( ) .6( ) 2.3( ) O(S) 2.1( ) 1.3(S) 10.1(S) .2( ) 1.3(S) .2( ) 1. 4. 10. 2. 14. 164. 88. 75. 71. 8. 2( ) .2( ) 22.1(S) .4( ) 1.6( ) 2.8( ) 17.7(S) .3(S) .3(S) .4(S) 3. 15. 5. 4., 17. 4. 5. 3. 0. 4. .5( ) 6.6(S) .6( ) 7.3(S) O(S) .7( ) 1.4(S) .7( ) .2( ) 1.2( ) 75. 5. 10. 3., 13. 1. 16. 5. 16. 17. 1.7( ) .7( ) 1.0( ) .5( ) 1.3( ) M ) 1.3( ) .8( ) .5( ) 1.3( ) 110. 73. 3. 6., 4. 10. 10. 98. 160. 1. 2.3( ) 1.8( ) .5( ) .7( ) .6( ) .6( ) 1.0(S) 1.3( ) 2.8( ) .3( ) 1. 2. 2. 72.: .2( ) .4( ) A( ) 0(S) 3. 23. 11. 2. 37. 1. 40. 0. 1. 12. 122 4( 2.9( AM 1.3( O(S) .2( ) .2(0) .3(0) ) ) ) .2( ) .2(S) 4. 2. 53. 60.; 0. 1. 2. 0. 13. 64. .6( ) O(S) 1.8( ) 1.8( ) .1( ) M ) .7(0) .2( ) 1.1( ) 2.6( ) 1. 3. 74. 3:, 97. 105. 130. 3. 5. 1. .2( ) .5( ) 2.2( ) O(S) 2.0( ) 1.3(S) 10.0(S) .2( ) 1.3(S) .2( ) ' 1. 3. 10. 2.. 12. 160. 94. 81. 77. B. .2( ) .2( ) 22.2(S) M ) 1.4( ) 2.8( ) 18.2(S) A(S) A(S) .3(S) 3. 15. 5. 4. 17. 4. 5. 2. 0. 4. ' 5( ) 6.6(S) .6( ) 7.5(S) O(S) .7( ) 1.4(S) .6( ) .2( ) 1.2( ) 80. 5. 9. 2. 12. 1. 14. 5. 15. 15. 1.7( ) .6( ) 1.0( ) M ) 1.2( ) .4( ) 1.2( ) .8( ) .5( ) 1.2( ) 108. 77. 5. 5. 3. 9. 9. 99. 152. 1. 2.3( ) 1.8( ) .6( ) .6( ) .5( ) .6( ) 1.0(S) 1.3( ) 2.8( ) .3( ) 1. 4. 2. 78. .2( ) .5( ) M ) O(S) 2 25. 3. 23. 11. 2., 36. 2. 39. 0. 1. 12. .2( ) .1(0) .2(0) .4( ) 2.9( ) O(S) 1.3( ) .2( ) O(S) .2(S) 2. 2. 52. 56. 0. 1. 2. 0. 12. 58. M ) O(S) 1.8( ) 1.7( ) .1( ) .3( ) .6(0) .1( ) 1.1( ) 2.4( ) 1. 3. 66. 3. 89. 98. 128. 3. 5. 1. .2( ) .5( ) 2.0( ) O(S) 1.9( ) 1.2(S) 9.9(S)' .2( ) 1.3(S) .2( ) 1. 3. 10. 1. 12. 157. 99. 88. 83. 8. .2( ) .2( ) 22.3(S) .4( ) 1.4( ) 2.8( ) 18.6(S) A(S) A(S) .3(S) 2. 15. 4. 4. 17. 4. 5. 2. 0. 4. .4( ) 6.6(S) .5( ) 7.6(S) O(S) .7( ) 1.4(S) .6( ) .2( ) 1.2( ) 85. 4. 9. 2. 11. 1. 13. S. 14. 14. 1.8( ) .6( ) .9( ) M ) 1.2( ) .3( ) 1.1( ) .8( ) .4( ) 1.1( ) 106. 82. 3. 4.' 3. 8. 9. 101. 146. 1. 2.3( ) 1.9( ) M ) .6( ) .5( ) .5( ) .9(S) 1.3( ) 2.7( ) .2( ) 0. 2. 2. 84.' �. .2( ) .4( ) M ) O(S) 2 30. 2. 16, 11. 2.. 36. 1. 38. 0. 1. 12. .2( ) 1.3( ) .2(0) M ) 2.9( ) O(S) 1.3( ) .2( ) .0(S) 1(S) ' 3. 1. 51. 56. 0. 1. 2. 0. 12. 57. .5( ) O(S) 1.8( ) 1.7( ) .1( ) .3( ) .6(0) .2( ) 1.0( ) 2.4( ) 0. 2. 62. 2.; 81. 90. 126. 2. 5. 0. .2( ) .5( ) 1.9( ) .0(S) 1.8( ) 1.2(S) 9.7(S) .2( ) 1.2(S) .2( ) 0. 2. 10. 1.. 12. 154. 104. 93. 88. 8. .2( ) .2( ) 22.4(S) .3( ) 1.4( ) 2.8( ) 19.0(S) .5(S) A(S) .3(S) ' 2. 15. 4. 4.. 16. 4. 5. 2. 0. 3. .4( ) 6.6(S) .5( ) 7.8(S) O(S) .7( ) 1.4(S) .5( ) .2( ) 1.2( ) 90. 4. 8. 2.1 10. 1. 12. S. 12. 13. ' 1.8( ) .6( ) .9( ) A ) 1.1( ) .3( ) 1.1( ) .8( ) .4( ) 1.1( ) 106. 87. 4. 4.1 3. 7. 8. 103. 141. 1. 2.3( ) 1.9( ) .5( ) A( ) .5( ) .5( ) .9(S) 1.3( ) 2.6( ) .2( ) ' 0. 3. 2. 88. .2( ) .4( ) .4( ) O(S) 2 35. 2. 5. 11. 1.: 34. 1. 38. 0. 1. 12. ►Z3 fzq .2( ) .7( ) AM .4( ) 2.9( ) O(S) 1.3( ) .2( ) O(S) O(S) 1. 2. 51. 54.' 0. 1. 2. 0. 11. 56. ' M ) O(S) 1.7( ) 1.7( ) .1( ) .3( ) .6(0) .1( ) 1.0( ) 2.3( ) 0. 2. 60. 2. 75. 83. 124. 2. 5. 0. .2( ) M ) 1.9( ) Am 1.7( ) 1.1(S) 9.5(S) .2( ) 1.2(S) .2( ) 0. 2. 10. 1. 12. 150. 110. 99. 93. 8. .2( ) .1( ) 22.4(S) .3( ) 1.4( ) 2.7( ) 19.3(S) .6(S) .5(S) .2(S) 2. 15. 3. 4. 16. 4. 5. 2. 0. 3. 4( ) 6.6(S) .5( ) 7.9(S) O(S) .7( ) 1.4(S) .5( ) .2( ) 1.2( ) 95. 3. 8. 2. 10. 1. 11. 5. 11. 12. 1.9( ) .5( ) .9( ) .4( ) 1.1( ) .3( ) 1.1( ) .8( ) M ) 1.0( ) 106. 92. 2. 3.' 2. 6. B. 105. 137. 1. ' 2.3( ) 2.0( ) M ) .5( ) M ) .5( ) .8(S) 1.3( ) 2.6( ) .2( ) 0. 2. 1. .93. .2( ) .3( ) .3( ) .0(S) 2 40. 2. 4. 11. 1. 30. 1. 36. 0. 1. 2. .2( ) .6( ) .0(0) .3( ) 2.8( ) O(S) 1.2( ) .2( ) O(S) O(S) 2. 1. 43. 48. 0. 0. 2. 0. 10. 50. 5, .5( ) O(S) 1.6( ) 1.6( ) .1( ) .3( ) .6(0) .1( ) 1.0( ) 2.2( ) 0. 2. 56. 2. 70. 76. 122. 2. 5. 0. .2( ) M ) 1.8( ) AM 1.7( ) 1.1(S) 9.2(S) .2( ) 1.2(S) .2( ) ' 0. 2. 10. 1. 11. 147. 115. 105. . 99. 8. .2( ) .1( ) 22.5(S) .3( ) 1.3( ) 2.7( ) 19.6(S) J(S) .5(S) .2(S) 2. 15. 3. 4.1 16. 4. 5. 1. 0. 3. M ) 6.6(S) AC ) 8.0(S) AM .7( ) 1.3(S) .5( ) .2( ) 1.2( ) 99. 3. 7. 1.' 9. 1. 10. 5. 10. 11. 1.9( 106. ) .5( ) 96. .8( ) 3. .3( ) 3.. 1.0( ) 2. .3( ) 5. 1.0( ) 8. .8( ) 108. M ) 134. 1.0( ) 0. 2.3( ) 2.0( ) .5( ) .5( ) M ) M ) .8(S) 1.3( ) 2.6( ) .2( ) 0. 2. 1. 98. .2( ) M ) .3( ) A (S) 2 45. 2. 3. 5. 1. 25. 1. 34. 0. 0. 1. t 1( 1. ) .5( ) 1. .7( ) 36. .3( ) 39., 2.7( ) 0. .0(S) 0. 1.2( ) 2. .1( ) 0. O(S) 10. O(S) 42. .3( ) AM 1.4( ) 1.4( ) .1( ) .2( ) .6(0) .1( ) .9( ) 1.9( ) 0. 1. 49. 2. 65. 71. 119. 2. 5. 0. .2( ) A( ) 1.7( ) O(S) 1.6( ) 1.0(S) 8.9(S) .2( ) 1.2(S) .2( )' 0. 1. 10. 1.. 11. 144. 119. 110. 104. 8. ' .1( 2. ) .1( ) 15. 22.5(S) 3. .3( ) 4. 1.3( ) 16. 2.7( ) 4. 19.8(S) 5. .7(S) 1. .5(S) 0. 1(S) 3. M ) 6.6(S) M ) 8.1(S) AM .7( ) 1.3(S) .4( ) .2( ) 1.1( ) 103. 3. 7. 1. 8. 1. 10. 5. 10. 10. ' 1.9( ) .5( ) .8( ) .3( ) 1.0( ) .3( ) 1.0( ) .8( ) M ) 1.0( ) 107. 101. 2. 3.' 2. 5. 7. 111. 132. 0. 2.3( 0. ) 2.0( ) 1. A( ) 1. A( ) 103. A( ) M ) .7(S) 1.4( ) 2.5( ) .2( ) .2( ) .3( ) .3( ) .1(S) ' 2 50. 1. 3. 0. 1.. 16. 1. 31. 0. 0. 2. 1 its .0( ) A( ) 1.5( ) O(S) 1.1( ) .1( ) O(S) 0(S) 2. 1. 34. 36.: 0. 0. 2. 0. 9. 37. .4( ) O(S) 1.4( ) 1.4( ) .0( ) .2( ) .6(0) .1( ) .9( ) 1.8( ) 0. 1. 43. 1.; 60. 66. 116. 1. S. 0. .2( ) .4( ) 1.6( ) O(S) 1.5( ) 1.0(S) 8.6(S) .1( ) 1.1(S) .1( ) 0. 1. 10. 1. 11. 141. 122. 114. 109. 8. ' .1( ) .1( ) 22.5(S) .3( ) 1.3( ) 2.6( ) 20.0(S) .8(S) .6(S) .1(S) 2. 15. 2. 4.' 16. 4. S. 1. 0. 3. .3( ) 6.6(S) .4( ) 8.3(S) O(S) .7( ) 1.3(S) .4( ) .2( ) 1.1( ) ' 108. 3. 7. 1.' 8. 1. 9. 5. 9. 9. 2.0( ) .4( ) .8( ) .3( ) 1.0( ) .3( ) .9( ) .8( ) .4( ) .9( ) 109. 105. 2. 2. 2. 4. 7. 114. 130. 0. ' 2.3( ) 2.1( ) .4( ) .4( ) .4( ) .4( ) .7(S) 1.4( ) 2.5(.) .2( ) 0. 2. 1. 108.' ) .3( ) .3( ) .1(S) '.2( 2 55. 1. 3. 2. 1. 9. 1. 26. 0. 0. 1. .1( ) .5( ) .4( ) .3( ) 1.1( ) O(S) 1.0( ) .1( ) O(S) O(S) 1. 1. 29. 32. 0. 0. 2. 0. 9. 34. ' . .3( ) O(S) 1.3( ) 1.3( ) .0( ) .2( ) .6(0) .1( ) .9( ) 1.7( ) 0. 1. .38. 1. 54. 60. M. 1. 5. 0. .2( ) .3( ) 1.5( ) O(S) 1.5( ) .9(S) 8.3(S) .1( ) 1.1(S) .1( ) ' 0. 1. 10. 1. 11. 137. 124. 118. 114. 8. .1( ) .1( ) 22.5(S) .2( ) 1.3( ) 2.6( ) 20.1(S) .8(S) .6(S) O(S) 1. 15. 2. 4.' 16. 4. 5. 1. 0. 3. .3( ) 6.6(S) .4( ) 8.4(S) O(S) .7( ) 1.3(S) .4( ) .2( ) 1.1( ) 113. 2. 6. 1. 8. 1. 9. 5. 8. 8. 2.0( ) 110. .4( ) 110. .8( ) 2. .3( ) 2.' 1.0( ) 2. .2( ) 4. .9( ) 6. .8( ) 118. .4( ) 129. .9( ) 0. 2.3( ) 2.1( ) .3( ) .4( ) .4( ) .4( ) .7(S) 1.4( ) 2.5( ) .2( ) 0. 1. 1. 113.' .2( ) .3( ) .3( ) .1(S) 3 0. 1. 2. 0. 1. 7. 0. 20. 0. 0. 1. ' .1( ) 1. .4( ) 1. .2( ) 23. A( ) 26.: .9( ) 0. O(S) 0. .9( ) 2. .1( ) 0. O(S) 8. O(S) 28. .4( ) O(S) 1.2( ) 1.2( ) .0( ) .2( ) .6(0) .1( ) .8( ) 1.5( ) 0. 1. 34. 1. 48. 56. 110. 1. 5. 0. .1( ) .3( ) 1.4( ) O(S) 1.4( ) .9(S) 8.0(S) .1( ) 1.1(S) .1( ) 0. 1. 10. 0. 11. 134. 125. 121. 117. 6. ' .1( ) 1. .1( ) 15. 22.6(S) 2. 2( ) 4., 1.3( ) 16. 2.6( ) 4. 20.2(S) 5. .9(S) 1. .6(S) 0. O(S) 2. .3( ) 6.5(S) .4( ) 8.5(S) O(S) .7( ) 1.2(S) .4( ) .2( ) 1.1( ) 117. 2. 6. 1.', 7. 1. B. 5. 8. B. ' 2.0( ) .4( ) .8( ) A( ) .9( ) .2( ) .9( ) .8( ) .4( ) .9( ) 113. 115. 2. 2. 1. 4. 6. 121. 129. 0. ' 2.3( ) 0. 2.1( ) 1. .4( ) 1. .4( ) 116. .3( ) .4( ) .6(S) 1.4( ) 2.5( ) .2( ) .2( ) .3( ) .3( ) .1(S) 3 5. 1. 2. 1. 1., 5. 1. 16. 0. 0. 1. 1 .1( ) 4( ) .4( ) .3( ) .8( ) O(S) .8( ) .1( ) .0(S) O(S) 1. 1. 19. 21. 0. 0. 2. 0. 8. 23. .3( ) O(S) 1.0( ) 1.0( ) .0( ) .2( ) .6(0) .1( ) .8( ) 1.4( ) 0. 1. 28. 1.: 43. 54. 107. 1. 5. 0. .1( ) .3( ) 1.3( ) 0(S) 1.3( ) .8(S) 7.6(S) .1( ) 1.1(S) .1( ) 0. 1. 10. 0. 11. 130. 126. 123. 120. 2. ' .1( ) .1( ) 22.6(S) .2( ) 1.3( ) 2.5( ) 20.2(S) .9(S) .6(S) O(S) 1. 15. 2. 4. 15. 4. S. 1. 0. 2. 3( ) 6.5(S) .3( ) 8.6(S) O(S) .7( ) 1.2(S) M ) .2( ) 1.1( ) ' 120. 2. 6. 1. 7. 0. 8. 5. 7. 7. 2.1( ) M ) .8( ) .3( ) .9( ) .2( ) .9( ) .8( ) .3( ) .8( ) 115. 118. 1. 2. 1. 3. 6. 125. 129. 0. ' 2.4( ) 2.2( ) .3( ) M ) .3( ) .3( ) .6(S) 1.4( ) 2.5( ) .2( ) 0. 1. 1. 120.� ) 3( ) 3( ) 1(S) '1( 3 10. 1. 2. 0. 1. 4. 0. 12. 0. 0. 1. .1( ) M ) .2( ) .3( ) .7( ) O(S) .7( ) .1( ) O(S) O(S) 1. 1. 15. i 17. 0. 0. 2. 0. 7. 18. .3( ) O(S) .9( ) .9( ) .0( ) .2( ) .6(0) .1( ) .8( ) 1.2( ) 0. 1. 23. 1. 38. 52. 104. 1. 5. 0. ' .1( 0. ) .3( ) 1. 1.2( ) 10. O(S) 0., 1.2( ) 11. .7(S) 127. 7.3(S) 127. .1( ) 124. 1.0(S) 122. .1( 1. ) .1( ) .1( ) 22.6(S) .2( ) 1.3( ) 2.5( ) 20.2(S) .9(S) .7(S) O(S) 1. 15. 2. 4. 15. 4. 5. 1. 0. 2. .3( ) 6.4(S) .3( ) 8.7(S) O(S) M ) 1.2(S) 3( ) .2( ) 1.1( ) 123. 2. 6. 1.: 7. 0. 7. 5. 6. 7. 2.1( 118. ) M ) 122. .8( ) 2. .2( ) 2. .9( ) 1. .2( ) 3. .9( ) 5. .8( ) 128. .3( ) 130. .8( 0. ) 2.4( ) 2.2( ) .3( ) M ) .3( ) .3( ) .6(S) 1.4( ) 2.5( ) .2( ) 0. 1. 1. 122. ' .1( ) .3( ) .2( ) .1(S) 3 15. 1. 2. 1. 1.' 4. 0. 10. 0. 0. 0. ' 1( 1. ) M ) 1. 3( ) 12. .2( ) 14.E .7( ) 0. O(S) 0. .6( ) 2. .1( ) 0. O(S) 7. O(S) 15. .3( ) O(S) .8( ) A( ) .0( ) .2( ) .6(0) .1( ) .8( ) 1.1( ) 0. 1. 19. 1.: 33. 49. 101. 1. 5. 0. ' .1( ) .3( ) 1.0( ) A(S) 1.1( ) .6(S) 7.0(S) .1( ) 1.0(S) .1( ) 0. 1. 10. 0.: 11. 123. 127. 125. 124. 1. .1( ) .1( ) 22.5(S) .2( ) 1.3( ) 2.5( ) 20.2(S) 1.0(S) .7(S) O(S) 1. 15. 1. 4.; 15. 4. 5. 1. 0. 2. .3( ) 6 3(S) .3( ) 8.8(S) O(S) M ) 1.2(S) 3( ) .2( ) 1.0( ) 125. 2. 6. 1. 6. 0. 7. 5. 6. 6. ' 2.1( ) M ) M ) .2( ) .9( ) .2( ) .8( ) .8( ) 3( ) .8( ) 121. 124. 1. 2. 1. 3. 5. 131. 131. 0. 2.4( 0. ) 2.2( ) 1. 3( ) 1. .3( ) 124.! 3( ) .3( ) .5(S) 1.4( ) 2.5( ) .1( ) .1( ) .2( ) .2( ) .1(S) 3 20. 1. 2. 0. 1. 3. 0. 8. 0. 0. 1. IZp l2� ' 1( ) 4( ) .2( ) .2( ) .7( ) AM .5( ) .1( ) O(S) 1. 0. 10. 11. . 0. 0. 2. 0. 7. .3( ) O(S) .7( ) .8( ) .0( ) .2( ) .5(0) .1( ) .7( ) 0. 1. 16. 1., 29. 46. 98. 1. 5. .1( ) .3( ) 1.0( ) O(S) 1.0( ) .5(S) 6.7(S) .1( ) 1.0(S) 0. 1. 10. 0. 11. 120. 126. 126. 125. ' .1( ) .1( ) 22.5(S) .2( ) 1.3( ) 2.4( ) 20.2(S) 1.0(S) .7(S) 1. 14. 1. 4. 15. 4. 5. 1. 0. 3( ) 6.3(S) .3( ) 8.9(S) O(S) .7( ) 1.1(S) .3( ) .1( ) ' 127" 1. 5. 1.' 6. 0. 7. 5. 5. 2.1( ) .3( ) .7( ) .2( ) .9( ) .2( ) .8( ) .8( ) .3( ) 124. 126. 1. 1. 1. 3. 5. 134. 133. ' 2.5( ) 2.2( ) .3( ) .3( ) .3( ) .3( ) .5(S) 1.5( ) 2.6( ) 0. 1. 1. 125. ) .3( ) .2( ) 1(S) '.1( 3 25. 1. 1. 1. 1. 3. 0. 7. 0. 0. .1( ) .4( ) .3( ) .2( ) .6( ) O(S) .5( ) .1( ) O(S) 1. 1. 8. 10. 0. 0. 2. 0. 6. .3( ) O(S) .7( ) .7( ) .0( ) .2( ) .5(0) .1( ) .7( ) 0. 1. 13. 1. 25. 42. 95. 1. 5. .1( ) .3( ) .9( ) .0(S) .9( ) A(S) 6.3(S) .1( ) .9(S) 0. 1. 10. 0. 11. 117. 125. 126. 125. .1( ) .1( ) 22.5(S) .2( ) 1.3( ) 2.4( ) 20.1(S) 1.0(S) .7(S) 1. 14. 1. 4. 15. 4. 5. 1. 0. ' .3( ) 6.2(S). .3( ) 8.9(S) O(S) .7( ) 1.1(S) .3( ) .1( ) 128. 1. S. 1. 6. 0. 7. 5. 5. 2.1( ) 126. .3( ) 127. .7( ) 1. .2( ) 1. .9( ) 1. .2( ) 2. .8( ) 4. .8( ) 136. .3( ) 134. 2.5( ) 2.2( ) .3( ) .3( ) .3( ) .3( ) .5(S) 1.5( ) 2.6( ) 0. 1. 1. 126. ' .1( ) .2( ) .2( ) .1(S) 3 30. 1. 1. 0. 0.. 3. 0. 6. 0. 0. 1( ) 1. .3( ) 0. .2( ) 7. .2( ) 8. .6( ) 0. O(S) 0. M ) 2. .1( ) 0. O(S) 6. .3( ) O(S) .6( ) .7( ) .0( ) .2( ) .5(0) .0( ) .7( ) 0. 1. 11. 1. 22. 34. 92. 1. 5. .1( ) .2( ) .8( ) O(S) .9( ) .3(S) 6.0(S) .1( ) .9(S) 0. 1. 10. 0.. 10. 113. 124. 125. 126. ' 1( ) 1. .1( ) 14. 22.5(S) 1. 2( ) 4.1 1.3( ) 14. 2.4( ) 4. 20.1(S) 5. 1.0(S) 1. .7(S) 0. .2( ) 6.1(S) .3( ) 9.0(S) O(S) .7( ) 1.1(S) .3( ) .1( ) 128. 1. 5. 1.I 6. 0. 6. 5, 5. 2.1( ) .3( ) .7( ) .2( ) .8( ) .2( ) 8( ) .8( ) .3( ) 129. 128. 1. 1.' 1. 2. 4. 138. 136. ' 2.5( ) 0. 2.3( ) 1. .3( ) 0. .3( ) 126.; .3( ) .3( ) .4(S) 1.5( ) 2.6( ) .1( ) .2( ) .2( ) i(S) ' 3 35. 1. 1. 1. 0.; 2. 0. 5. 0. 0. 0. .0(S) 10. .9( ) 0. 1. .0(S) 2. .7( ) 5. .7( ) 0. 1. .0(S) 9. .8( ) 0. 1. .0(S) 2. .7( ) 5. .7( ) 0. 0. ' .1( ) .3( ) .2( ) .2( ) .6( ) O(S) .4( ) .1( ) 0(S) 1. 0. 6. 7. 0. 0. 2. 0. 6. .2( ) O(S) .6( ) .6( ) .0( ) .1( ) .5(0) .0( ) .7( ) 0.. 1. 10. 1. 19. 28. 88. 1. 5. .1( ) .2( ) .8( ) O(S) .8( ) .2(S) 5.6(S) .1( ) .9(S) 0. 0. 10. 0. 10. 110. 123. 125. 125. ' .1( ) .1( ) 22.5(S) .1( ) 1.3( ) 2.3( ) 20.0(S) .9(S) .7(S) 1. 14. 1. 4. 14. 4. 5. 1. 0. .2( ) 6.0(S) .3( ) 9.1(S) O(S) .7( ) 1.1(S) .3( ) .1( ) ' 128. 1. 5. 1.: 6. 0. 6. 5. 4. 2.1( ) .3( ) .7( ) .2( ) .8( ) .2( ) .8( ) .8( ) .3( ) 131. 128. 1. 1.; -1. 2. 4. 139. 138. 2.5( ) 2.3( ) .3( ) .3( ) .3( ) .3( ) .4(S) 1.5( ) 2.6( ) 0. 1. 0. 125.: .1( ) .2( ) .2( ) .1(S) 3 40. 1. 1. 0. 0. 2. 0. 4. 0. 0. .1( ) .3( ) .2( ) .2( ) .5( ) O(S) .4( ) .1( ) O(S) 1. 0. 5. 6. 0. 0. 2. 0. 5. .2( ) O(S) .6( ) .6( ) .0( ) .1( ) .5(0) .0( ) .7( ) 0. 0. 9. 1. 16. 23. 83. 1. 5. .1( ) .2( ) .7( ) O(S) .7( ) .2(S) 5.2(S) .1( ) .9(S) ' 0. 0. 10. 0. 10. 106. 121. 123. 124. .1( ) .1( ) 22.5(S) .1( ) 1.3( ) 2.3( ) 19.9(S) .9(S) .7(S) 1. 14. 1. 4. 14. 4. 5. 0. 0. .2( ) 6.0(S) .3( ) 9.2(S) O(S) .7( ) 1.0(S) .3( ) .1( ) 127. 1. 5. 0. 6. 0. 6. 5. 4. 2.1( ) 133. .3( ) 128. .7( ) 1. .2( ) 1. .8( ) 1. .2( ) 2. .8( ) 4. .8( ) 139. .3( ) 140. 2.6( ) 2.3( ) .3( ) .3( ) .3( ) .3( ) .4(S) 1.5( ) 2.6( ) 0. 1. 0. 125.' ' .1( ) .2( ) .2( ) .1(S) 3 45. 1. 1. 0. 0. 2. 0. 4. 0. 0. ' .1( ) 0. .3( ) 0. .2( ) 5. .2( ) 6.. .5( ) 0. O(S) 0. .4( ) 2. .1( ) 0. O(S) 5. .2( ) O(S) .5( ) .5( ) .0( ) .1( ) .5(0) .0( ) .7( ) 0. 0. 8. 1. 14. 18. 77. 0. 5. .1( ) .2( ) .7( ) O(S) .7( ) .1(S) 4.9(S) .1( ) .8(S) 0. 0. 10. 0.: 10. 102. 119. 122. 123. ' 1( ) 1. .1( ) 14. 22.4(S) 1. .1( ) 4., 1.3( ) 14. 2.2( ) 4. 19.8(S) 5. .9(S) 0. .7(S) 0. .2( ) 5.9(S) .3( ) 9.3(S) O(S) .7( ) 1.0(S) .3( ) .1( ) 127. 1. 5. 0. 5. 0. 6. 5. 4. ' 2.1( ) .3( ) .7( ) .2( ) .8( ) .2( ) .8( ) .8( ) .3( ) 135. 127. 1. 1. 1. 2. 4. 140. 141. ' 2.6( ) 0. 2.2( ) 1. .2( ) 0. .3( ) 124. .3( ) .3( ) .4(S) 1.5( ) 2.6( ) .1( ) .2( ) .2( ) .1(S) ' 3 50. 0. 1. 0. 0. 2. 0. 3. 0. 0. .O(S) 8. .8( ) 0. .1( ) 1. .O(S) 2. .7( ) 5. .7( ) 0. 0. .O(S) 129 1 ' 3 55 s' 4 0. 1 ' 4 5. 1 .1( ) .3( ) 2( ) 2( ) 0. 0. 4. 5. .2( ) O(S) .5( ) 5( ) 0. 0. 7. 0.. .1( ) .2( ) .6( ) .0(S) 0. 0. 10. 0.1 1( ) 1( ) 22.4(S) .1( ) 1. 13. 1. 4. .2( ) 5.8(S) .2( ) 9.4(S) 125. 1. 5. 0. 2.1( ) .3( ) .7( ) .2( ) 136. 126. 1. 1. 2.6( ) 2.2( ) .2( ) .3( ) 0. 1. 0. 123. .1( ) .2( ) .2( ) .1(S) 0. 1. 0. 0.' .1( ) .3( ) .2( ) .2( ) 0. 0. 4. 5. .2( ) O(S) .5( ) .5( ) 0. 0. 6. 0. .1( ) .2( ) .6( ) O(S) 0. 0. 10. 0. .1( ) .0( ) 22.4(S) .1( ) 1. 13. 1. 4. .2( ) 5.7(S) .2( ) 9.4(S) 124. 1. 5. 0. 2.1( ) .3( ) .7( ) .2( ) 137. 125. 1. 1.' 2.6( ) 2.2( ) .2( ) .3( ) 0. 1. 0. 121. .1( ) .2( ) .2( ) 1(S) 0. 1. 0. 0. 1( ) .3( ) .2( ) .2( ) 0. 0. 4. 4. .2( ) O(S) .5( ) .5( ) 0. 0. 6. 0. .1( ) .2( ) .6( ) AM 0. 0. 10. 0. 1( ) .0( ) 22.3(S) .1( ) 1. 13. 1. 4. .2( ) 5.7(S) .2( ) 9.5(S) 122. 1. 5. 0. 2.1( ) .3( ) 7( ) .2( ) 137. 124. 1. 1. 2.6( ) 2.2( ) .2( ) .2( ) 0. 0. 0. 119. .1( ) .2( ) .2( ) A(S) 0. 1. 0. 0. .5( ) O(S) .3( ) .1( ) AM 0. 0. 2. 0. 5. .0( ) .1( ) .5(0) .0( ) .6( ) 13. 15. 72. 0. 5. .6( ) 1(S) 4.5(S) .1( ) .8(S) 10. 98. 117. 120. 122. 1.3( ) 2.2( ) 19.7(S) .9(S) .7(S) 14. 4. 5. 0. 0. .0(S) .7( ) 1.0(S) .3( ) .1( ) 5. 0. 6. 5. 4. .8( ) .2( ) .7( ) .8( ) .3( ) 1. 2. 3. 139. 142. .2( ) .3( ) .3(S) 1.5( ) 2.7( ) 2. 0. 3. 0. 0. .5( ) O(S) .3( ) .1( ) O(S) 0. 0. 2. 0. 5. .0( ) .1( ) .5(0) .0( ) .6( ) 11. 14. 67. 0. 5. .6( ) 1(S) 4.2(S) .1( ) .8(S) 10. 93. 114. 118. 120. 1.3( ) 2.1( ) 19.6(S) .9(S) .6(S) 13. 4. S. 0. 0. AM .7( ) .9(S) .3( ) .1( ) 5. 0. 6. 5. 3. .8( ) .2( ) .7( ) .8( ) .3( ) 1. 2. 3. 139. 143. .2( ) .2( ) .3(S) 1.5( ) 2.7( ) 2. 0. 3. 0. 0. .5( ) O(S) .3( ) .1( ) O(S) 0. 0. 2. 0. 5. .0( ) .1( ) .5(0) .0( ) .6( ) 10. 12. 63. 0. 5. .6( ) .1(S) 3.8(S) .1( ) .7(S) 10. 88. 111. 116. 118. 1.2( ) 2.1( ) 19.4(S) .8(S) .6(S) 13. 4. 5. 0. 0. .0(S) .7( ) .9(S) .2( ) .1( ) 5. 0. 6. 5. 3. .8( ) .1( ) .7( ) .8( ) .2( ) 1. 1. 3. 138. 144. .2( ) .2( ) .3(S) 1.5( ) 2.7( ) 2. 0. 3. 0. 0. AM 6. .7( ) 0. 0. 0(S) 1. 4. .6( ) 0. .1( ) 0. 0(S) 5. .6( ) 0. 0. 0(S) 1. .6(') 3. .6( ) 0. .1( ) 0. .0(S) 5. .6( ) 0. 0. .0(S) 1. .6( ) 3. .6( ) 0. 0. 130 ' 4 10. 4 15. 1 ' 4 20. .1( ) .3( ) .2( ) .2( ) 0. 0. 3. 4.- .2( ) O(S) .4( ) A( ) 0. 0. 5. 0.• .1( ) .2( ) .6( ) O(S) 0. 0. 10. 0.; .1( ) .0( ) 22.3(S) .1( ) 1. 13. 1. 4. .2( ) 5.6(S) .2( ) 9.6(S) 120. 1. 5. 0.' 2.1( ) .2( ) .7( ) .2( ) 137. 122. 1. 1. 2.6( ) 2.2( ) .2( ) .2( ) 0. 0. 0. 117.' .1( ) .2( ) .1( ) .1(S) D. 1. 0. 0. .1( ) .2( ) .2( ) .2( ) 0. 0. 3. 4. .2( ) O(S) .4( ) .4( ) 0. 0. 5. 0.. .1( ) .2( ) .5( ) O(S) 0. 0. 10. 0.: .1( ) 0( ) 22.3(S) 1( ) 0. 13. 1. 4. .2( ) 5.5(S) .2( ) 9.7(S) 118. 1. 5. 0. 2.1( ) .2( ) .7( ) .2( ) 137. 120. 1. 1. 2.6( ) 2.2( ) .2( ) .2( ) 0. 0. 0. 114. .1( ) .2( ) .1( ) 1(S) 0. 1. 0. 0. 1( ) .2( ) .2( ) .2( ) 0. 0. 3. 3. .2( ) O(S) 4( ) .4( ) 0. 0. 5. 0. .1( ) .2( ) .5( ) O(S) 0. 0. 10. 0.: 1( ) .0( ) 22.2(S) .1( ) 0. 13. 1. 4.' .2( ) 5.4(S) .2( ) 9.7(S) 115. 1. 5. 0. 2.0( ) .2( ) .7( ) .2( ) 136. 117. 1. 1.: 2.6( ) 2.2( ) .2( ) .2( ) 0. 0. 0. 112. .1( ) .2( ) .1( ) .1(S) 0. 1. 0. 0. .4( ) O(S) .3( ) .1( ) O(S) 0. 0. 2. 0. 4. .0( ) .1( ) AM .0( ) .6( ) 9. 11. 58. 0. 5. .5( ) 1(S) 3.5(S) .1( ) .7(S) 10. 83. 108. 114. 116. 1.2( ) 2.0( ) 19.2(S) .8(S) .6(S) 13. 4. 5. 0. 0. .0(S) .7( ) .9(S) .2( ) .1( ) 5. 0. 5. 5. 3. .8( ) .1( ) .7( ) .8( ) .2( ) 1. 1. 3. 136. 144. .2( ) .2( ) .3(S) 1.5( ) 2.7( ) 1. 0. 2. 0. 0. .4( ) O(S) .3( ) .1( ) O(S) 0. 0. 2. 0. 4. .0( ) .1( ) AM .0( ) .6( ) 8. 10. 54. 0. 5. .5( ) O(S) 3.2(S) .1( ) 7(S) 10. 79. 105. 111. 114. 1.2( ) 2.0( ) 19.1(S) AM .6(S) 13. 4. 5. 0. 0. .0(S) .7( ) .9(S) .2( ) .1( ) 5. 0. 5. 5. 3. .8( ) .1( ) .7( ) .8( ) .2( ) 1. 1. 3. 135. 144. .2( ) .2( ) .3(S) 1.5( ) 2.7( ) 1. 0. 2. 0. 0. .4( ) AM .3( ) .1( ) O(S) 0. 0. 2. 0. 4. .0( ) .1( ) .4(0) .0( ) .6( ) 8. 9. 51. 0. 5. .5( ) AM 3.0(S) .1( ) .6(S) 10. 75. 102. 108. 111. 1.2( ) 1.9( ) 18.9(S) .7(S) .6(S) 13. 4. 5. 0. 0. .0(S) .7( ) 8(S) .2( ) .1( ) 5. 0. 5. 5. 3. .8( ) .1( ) .7( ) .8( ) .2( ) 1. 1. 2. 133. 144. .2( ) .2( ) .3(S) 1.5( ) 2.7( ) 1. 0. 2. 0. 0. .0(S) 4. .6( ) 0. 0. .0(S) 1. 5( ) 3. .5( ) 0. 0. .0(S) 4. .6( ) 0. 0. .0(S) 1. .5( ) 3. .5( ) 0. 0. .0(S) 4. .5( ) 0. 0. .0(S) 1. .5( > 3. .5( ) 0. 0. ' .1( ) .2( ) .2( ) .2( ) M ) O(S) .3( ) .1( ) O(S) O(S) 0. 0. 3. 3.: 0. 0. 2. 0. 4. 3. ' .2( ) 0. O(S) 0. .4( ) 4. .4( ) 0. .0( ) 7. .1( ) 8. .4(0). 47. .0( ) 0. .6( ) S. .5( ) 0. 7( ) .2( ) .5( ) O(S) .5( ) O(S) 2.7(S) .1( ) .6(S) M ) 0. 0. 10. 0. 10. 71. 100. 105. 108. 0. ' .1( ) .0( ) 22.2(S) .1( ) 1.2( ) 1.8( ) 18.7(S) .7(S) .6(S) O(S) 0. 12. 1. 4. 12. 4. 5. 0. 0. 1. ' 2( ) 113. 5.3(S) 1. .2( ) 5. 9.8(S) 0. O(S) 5. .7( ) 0. .8(S) 5. .2( ) 5. .1( ) 2. .5( ) 2. 2.0( ) .2( ) .7( ) .2( ) .8( ) .1( ) .7( ) .8( ) .2( ) .5( ) 135. 115. 1. 1. 1. 1. 2. 131. 143. 0. ' 2.6( ) 2.1( ) .2( ) .2( ) .2( ) .2( ) .2(S) 1.4( ) 2.7( ) .1( ) 0. 0. 0. 109. '.1( 4 25. ) 0. 2( ) 1. .1( ) 0. "1(S) 0. 1. 0. 2. 0. 0. 0. M ) .2( ) .2( ) .1( ) M ) O(S) .2( ) .1( ) O(S) O(S) 0. 0. 2. 3. 0. 0. 2. 0. 4. 3. ' ..2( ) O(S) M ) M ) .0( ) .1( ) AM .0( ) .5( ) .5( ) 0. 0. 4. 0. 6. 7. 43. 0. 5. 0. .1( ) .2( ) .5( ) O(S) M ) O(S) 2.5(S) .1( ) .6(S) .1( ) ' 0. 0. 10. 0.. 10. 67. 97. 102. 105. 0. .1( ) .0( ) 22.2(S) .1( ) 1.2( ) 1.8( ) 18.5(S) .6(S) .5(S) O(S) 0. 12. 1. 4.' 12. 4. 5. 0. 0. 1. ' 2( ) 5.3(S) .2( ) 9.9(S) O(S) .7( ) .8(S) .2( ) .1( ) .5( ) 110. 1. 5. 0. S. 0. 5. 5. 2. 2. 2.0( ) .2( ) .7( ) .2( ) .8( ) .1( ) .7( ) .8( ) .2( ) .5( ) 1 134. 112. 0. 1. 0. 1. 2. 129. 142. 0. 2.6( ) 2.1( ) .2( ) .2( ) .2( ) .2( ) .2(S) 1.4( ) 2.7( ) .1( ) 0. 0. 0. 106. ' .1( ) .2( ) .1( ) 1(S) 4 30. 0. 1. 0. 0. 1. 0. 2. 0. 0. 0. ' 1( ) .2( ) .2( ) .1( ) M ) O(S) .2( ) .1( ) O(S) O(S) ' 0. 0. 2. 3. 0. 0. 2. 0. 4. 3. .2( ) O(S) .4( ) .4( ) .0( ) .1( ) .4(0) .0( ) .5( ) .5( ) 0. 0. . 4. 0. 6. 7. 39. 0. 5. 0. ' .1( ) .1( ) .5( ) Am M ) O(S) 2.3(S) .1( ) .5(S). .1( ) 0. 0. 10. 0.: 10. 63. 95. 100. 102. 0. 1( ) .0( ) 22.1(S) .1( ) 1.2( ) 1.7( ) 18.3(S) .6(S) .5(S) O(S) ' 0. 12. 1. 4.' 12. 4. 5. 0. 0. 1. .2( ) 5.2(S) .2( ) 9.9(S) O(S) .7( ) .7(S) .2( ) .1( ) .5( ) 107. 1. 5. 0. 5. 0. 5. 5. 2. 2. ' 2.0( ) .2( ) .7( ) .1( ) .8( ) .1( ) .7( ) .8( ) .2( ) .5( ) 133. 109. 0. 1. 0. 1. 2. 126. 140. 0. 2.6( ) 2.1( ) .2( ) .2( ) .2( ) .2( ) .2(S) 1.4( ), 2.6( ) .1( ) ' 0. 0. 0. 103. .1( ) .2( ) .1( ) AM 4 35. 0. 0. 0. 0.: 1. 0. 2. 0. 0. 0. 1 13, .1( ) . 2 ( ) . 2 ( ) .1( ) 0. 0. 2. 3.' ' .2( 0. ) O(S) 0. .4( ) 3. .4( ) 0. .1( ) .1( ) .5( ) O(S) 0. 0. 10. 0. ' .1( )- .0( ) 22.1(S) .1( ) 0. 12. 0. 4. .1( ) 5.1(S) .2( ) 10.0(S) 104. 1. 5. 0.. 1.9( ) .2( ) .7( ) .1( ) 131. 106. 0. 1., ' 2.5( ) 2.1( ) .2( ) .2( ) 0. 0. 0. 101.' .1( ) .2( ) .1( ) .1(S) ' 4 40. 0., 0. 0. 0. .1( ) .2( ) .1( ) .1( ) 0. 0. 2. 2. ' .2( ) .O(S) .3( ) .4( ) 0. 0. 3. 0. .1( ) .1( ) M ) O(S) ' 0. 0. 10. 0., -1( ) .0( ) 22.0(S) .1( ) ' 0. .1( ) 12. 5.0(S) 0. .2( ) 4. 10.0(S) 101. 0. 5. 0. 1.9( ) .2( ) .7( ) .1( ) ' 129.' 104. 0. 0. 2.5( ) 2.1( ) .2( ) .2( ) ' 0. .1( ) 0. .1( ) 0. .7( ) 98. .1(S) 4 45. 0. 0. 0. 0. 0( ) .2( ) .1( ) .1( ) ' 0. 0. 2. 2. .1( ) O(S) .3( ) .3( ) 0. .1( ) 0. .1( ) 3. .4( ) 0. .0(S) 0. 0. 10. 0. .1( ) .0( ) 22.0(S) .1( ) 0. 12. 0. 4.1 M ) 5.0(S) .2( ) 10.1(S) ' 99. 0. 4. 0. 127. 101. 0. 0.' 2.5( ) 2.0( ) .2( ) .2( ) ' 0. 0. 0. 96.; .1( ) .1( ) .1( ) O(S) 4 50. 0. 0. 0. 0.' M ) O(S) .2( ) .1( ) O(S) O(S) 0. 0. 2. 0. 4. 3. .0( ) .1( ) .4(0) .0( ) .5( ) .5( ) 6. 6. 36. 0. 5. 0. .4( ) O(S) 2.1(S) .1( ) .5(S) .1( ) 10. 59. 92. 97. 100. 0. 1.2( ) 1.7( ) 18.0(S) .6(S) .5(S) O(S) 12. 4. 5. 0. 0. 1. .0(S) .7( ) .7(S) .2( ) .1( ) .5( ) 5. 0. 5. 5. 2. 2. .8( ) .1( ) .7( ) .8( ) .2( ) AC ) 0. 1. 2. 123. 139. 0. .2( ) .2( ) .2(S) 1.4( ) 2.6( ) .1( ) 1. 0. 2. 0. 0. 0. .4( ) O(S) .2( ) .1( ) O(S) O(S) 0. 0. 2. 0. 3. 3. .0( ) .1( ) .4(0) .0( ) .5( ) .5( ) 5. 6. 33. 0. 5. 0. M ) O(S) 2.0(S) .1( ) .5(S) .1( ) 10. 55. 89. 95. 97. 0. 1.2( ) 1.6( ) 17.8(S) .5(S) .5(S) O(S) 12. 4. 5. 0. 0. 1. .0(S) .7( ) .7(S) .2( ) M ) AC ) 5. 0. 5. 5. 2. 2. .8( ) M ) .7( ) .8( ) .2( ) M ) 0. 1. 2. 121. 137. 0. .2( ) .2( ) .2(S) 1.4( ) 2.6( ) .1( ) 1. 0. 2. 0. 0. 0. .3( ) O(S) .2( ) .1( ) O(S) O(S) 0. 0. 2. 0. 3. 2. .0( ) .1( ) .4(0) .0( ) .5( ) .4( ) 5. 5. 30. 0. 5. 0. M ) O(S) 1.8(S) .1( ) A(S) .1( ) 10. 52. 87. 92. 95. 0. 1.2( ) 1.6( ) 17.6(S) .5(S) .5(S) O(S) 12. 4. 5. 0. 0. 1. .0(S) .7( ) .6(S) .2( ) -1( ) M ) 5. 0. 5. 5. 2. 2. .8( ) .1( ) .7( ) .8( ) .2( ) .4( ) 0. 1. 2. 118. 135. 0. .2( ) .2( ) .2(S) 1.4( ) 2.6( ) .1( ) 1. 0. 1. 0. 0. 0. 137. ) ) ) O(S) .0( .2( .1( .1( ) .3( ) .2( ) .1( ) O(S) 0(S) 0. 0. 2. 2.' 0. 0. 2. 0. 3. 2. .1( ) O(S) .3( ) .3( ) .0( ) .1( ) .3(0) .0( ) .5( ) .4( ) 0. 0. 3. 0.; 4. S. 28. 0. 5. 0. .1( ) .1( ) .4( ) O(S) .4( ) O(S) 1.7(S) .1( ) .4(S) .1( ) ' 0. 0. 10. 0.; 10. 49. 84. 89. 92. 0. .0( ) 0( ) 22.0(S) .1( ) 1.2( ) 1.5( ) 17.3(S) .5(S) .4(S) 0(S) 0. 11. 0. 4.' 11. 4. 5. 0. 0. 1. 1( ) 4.9(S) .2( ) 10.1(S) O(S) .7( ). .6(S) .2( ) .1( ) .4( ) 96. 0. 4. 0. 5. 0. 5. 5. 2. 2. 1.9( ) .2( ) .7( ) .1( ) .8( ) .1( ) .7( ) .8( ) .2( ) .4( ) ' 124. 98. 0. 0. 0. 1. 2. 115. 133. 0. 2.5( ) 2.0( ) .2( ) .2( ) .2( ) .2( ) .2(S) 1.4( ) 2.6( ) .1( ) 0. 0. 0. 93.. ) .1( ) .1( ) .0(S) '.1( 4 55. 0. 0. 0. 0. 1. 0. 1. 0. 0. 0. .0( ) .2( ) .1( ) .1( ) .3( ) O(S) .2( ) .1( ) .0(S) 0(S) 0. 0. 2. 2. 0. 0. 2. 0. 3. 2. ' .1( ) 0(S) .3( ) .3( ) .0( ) .1( ) .3(0) .O( ) .5( ) .4( ) 0. 0. 3. 0. 4. 4. 26. 0. 5. 0. .1( ) .1( ) .4( ) .0(S) .3( ) .0(S) 1.6(S) .1( ) .4(S) .0( ) ' 0. 0. 10. 0. 10. 46. 81. 86. 89. 0. .0( ) O( ) 21.9(S) .1( ) 1.2( ) 1.5( ) 17.1(S) 4(S) .4(S) O(S) 0. 11. 0. 4. 11. 4. 5. 0. 0. 1. ' .1( ) 4.8(S) .2( ) 10.2(S) .0(S) .7( ) .6(S) .2( ) .1( ) .4( ) 93. 0. 4. 0.1 5. 0. 5. 5. 2. 2. 1.8( ) .2( ) .7( ) .1( ) .7( ) .1( ) .7( ) .8( ) .2( ) .4( ) ' 122. 95. 0. 0. 0. 1. 1. 113. 131. 0. 2.4( ) 2.0( ) .2( ) .2( ) .2( ) .2( ) .2(S) 1.4( ) 2.5( ) .1( ) 0. 0. 0. 89. ' .1( ) .1( ) .1( ) .0(S) 5 0. 0. 0. 0. 0. 1. 0. 1. 0. 0. 0. 0( ) .2( ) .1( ) .1( ) .3( ) .0(S) .2( ) .1( ) 0(S) .0(S) 0. 0. 1. 2. 0. 0. 2. 0. 3. 2. 1( ) O(S) .3( ) .3( ) .0( ) .1( ) .3(0) .0( ) .5( ) .4( ) 0. 0. 2. 0.1 4. 4. 24. 0. 5. 0. ' .1( ) .1( ) .4( ) 0(S) .3( ) O(S) 1.5(S) .O( ) .3(S) .O( ) 0. 0. 10. 0. 10. 43. 78. 84. 86. 0. ' .O( ) 0. .0( ) 11. 21.9(S) 0. .1( ) 4.. 1.2( ) 11. 1.4( ) 4. 16.9(S) 5. .4(S) 0. .4(S) 0. .0(S) 1. .1( ) 4.8(S) .2( ) 10.3(S) O(S) .7( ) .5(S). .2( ) .1( ) .4( ) 90. 0. 4. 0. 5. 0. 5. 5. 1. 1. ' 1.8( ) .2( ) .7( ) .1( ) .7( ) .1( ) .7( ) .8( ) .2( ) .4( ) 120. 92. 0. 0.1 0. 1. 1. 110. 128. 0. ' 2.4( ) 0. 2.0( ) 0. .2( ) 0. 2( ) 87. .2( ) .2( ) .1(5) 1.4( ) 2.5( ) .1( ) .1( ) .1( ) .1( ) O(S) 'S 5. 0. 0. 0. 0. 1. 0. 1. 0. 0. 0. 133 1 13q ' .0( ) .2( ) .1( ) .1 ) .3( ) O(S) .2( ) .1( ) O(S) O(S) 0. 0. 1. 2., 0. 0. 2. 0. 3. 2. ' .1( ) O(S) .3( ) .3( ) .0( ) .1( ) .3(0) .0( ) .5( ) .4( ) 0. 0. 2. 0. 4. 4. 22. 0. 5. 0. .1( ) .1( ) .4( ) O(S) .3( ) O(S) 1.4(S) .0( ) .3(S) .0( ) 0. 0. 10. 0. 10. 41. 75. 81. 84. 0. ' .0( ) .0( ) 21.8(S) .1( ) 1.2( ) 1.4( ) 16.6(S) .4(S) .4(S) O(S) 0. 11. 0. 4., 11. 4. 5. 0. 0. 1. 1( ) 4.7(S) .2( ) 10.3(S) O(S) .7( ) .5(S) .2( ) .1( ) .4( ) ' 87. 0. 4. 0. 5. 0. 5. 5. 1. 1. 1.8( ) .2( ) .7( ) .1( ) .7( ) .1( ) .7( ) .8( ) .2( ) .4( ) 117. 89. 0. 0. 0. 1. 1. 107. 126. 0. ' 2.4( ) 1.9( ) .2( ) .2( ) .2( ) .2( ) 1(S) 1.3( ) 2.5( ) .1( ) 0. 0. 0. 84... .1( ) .1( ) .1( ) O(S) 5 10. 0. 0. 0. 0. 1. 0. 1. 0. 0. 0. .0( ) .2( ) .1( ) .1,( ) .3( ) O(S) .2( ) .0( ) O(S) O(S) 0. 0. 1. 2. 0. 0. 2. 0. 3. 2. ' .1( ) O(S) .3( ) .3( ) .0( ) .1( ) .3(0) .0( ) .5( ) .4( ) 0. 0. 2. 0.: 3. 3. 20. 0. 5. 0. .1( ) .1( ) .4( ) O(S) .3( ) O(S) 1.3(S) .0( ) .3(S) .0( ) ' 0. 0. 10. 0. 10. 38. 73. 78. 81. 0. .0( ) .0( ) 21.8(S) I( ) 1.2( ) 1.3( ) 16.4(S) .3(S) .4(S) O(S) 0. 11. 0. 4.. 11. 4. 5. 0. 0. 1. ' .1( ) 4.6(S) .2( ) 10.4(S) O(S) .7( ) .5(S) .1( ) .1( ) .4( ) M. 0. 4. 0., 5. 0. 5. 5. 1. 1. ' 1.8( ) 114. .2( ) 87. .7( ) 0. 1( ) 0. .7( ) 0. .1( ) 1. .7( ) 1. .8( ) 104. .2( ) 123. .4( ) 0. 2.4( ) 1.9( ) .1( ) .2( ) .2( ) .2( ) .1(S) 1.3( ) 2.5( ) .1( ) 0. 0. 0. 81.' .1( ) .1( ) .1( ) O(S) 5 15. 0. 0. 0. 0., 1. 0. 1. 0. 0. 0. .0( ) .2( ) .1( ) .1( ) .3( ) O(S) .2( ) .0( ) O(S) O(S) ' 0. 0. 1. 1.; 0. 0. 2. 0. 3. 2. .1( ) O(S) .3( ) A( ) .0( ) .1( ) .3(0) .0( ) .5( ) .4( ) 0. 0. 2. 0.' 3. 3. 19. 0. 5. 0. ' .1( ) .1( ) .4( ) O(S) .3( ) O(S) 1.2(S) .0( ) .2(S) .0( ) 0. 0. 10. 0.' 10. 36. 70. 75. 77. 0. .0( ) 0. .0( ) 11. 21.7(S) 0. .0( ) 4. 1.2( ) 11. 1.3( ) 4. 16.1(S) 5. .3(S) 0. MS) 0. O(S) 1. .1( ) 4.6(S) .2( ) 10.4(S) O(S) .7( ) .4(S) .1( ) .1( ) .4( ) 81. 0. 4. 0. 5. 0. 5. 5. 1. 1. 1.7( ) .2( ) .7( ) .1( ) .7( ) .1( ) .7( ) .8( ) .2( ) .4( ) 112. 84. 0. 0.• 0. 1. 1. 101. 120. 0. 2.3( ) 0. 1.9( ) 0. .1( ) 0. .2( ) 77. .2( ) .2( ) 1(S) 1.3( ) 2.4( ) .1( ) .1( ) .1( ) .1( ) O(S) ' 5 20. 0. 0. 0. 0. 1. 0. 1. 0. 0. 0. i.0( ) ) ) ) O(S) .1( .1( .1( .3( ) .2( ) .0( ) O(S) O(S) 0. 0. 1. 1. 0. 0. 2. 0. 3. 2. ' .1( ) O(S) .3( ) 3( ) .0( ) .1( ) .3(0) .0( ) .5( ) .4( ) 0. 0. 2. 0.:. 3. 3. 18. 0. 5. 0. .1( ) .1( ) .3( ) O(S) .3( ) O(S) 1.2(S) .0( ) .2(S) .0( ) ' 0. 0. 10. 0.1 10. 34. 67. 72. 74. 0. .0( ) .0( ) 21.7(S) .0( ) 1.2( ) 1.3( ) 15.9(S) .2(S) .3(S) O(S) 0. 10. 0. 4. 10. 4. 5. 0. 0. 1. ' .1( ) 4.5(S) .1( ) 10.5(S) O(S) 7( ) .4(S) .1( ) .1( ) .4( ) 78. 0. 4. 0. 5. 0. 5. 5. 1. 1. 1.7( ) .2( ) .7( ) .1( ) .7( ) .1( ) .7( ) .8( ) .2( ) .3( ) 109. 81. 0. 0. 0. 1. 1. 98. 118. 0. 2.3( ) 1.8( ) .1( ) .2( ) .2( ) .2( ) 1(S) 1.3( ) 2.4( ) .1( ) 0. 0. 0. 75.. ) .1( ) .1( ) O(S) '.1( 5 25. 0. 0. 0. 0.: 0. 0. 1. 0. 0. 0. .0( ) .1( ) .1( ) .1( ) .3( ) O(S) .2( ) .0( ) O(S) O(S) 0. 0. 1. 1. 0. 0. 2. 0. 3. 1. ' .1( ) O(S) .3( ) .3( ) .0( ) .1( ) .3(0) .0( ) .4( ) .3( ) 0. 0. 2. 0. 3. 3. 17. 0. S. 0. .0( ) .1( ) .3( ) O(S) .3( ). O(S) 1.1(S) .0( ) .2(S) .0( ) ' 0. 0. 10. 0. 10. 33. 65. 70. 72. 0. .0( ) .0( ) 21.6(S) .0( ) 1.2( ) 1.2( ) 15.7(S) .2(S) .3(S) O(S) 0. 10. 0. 4. 10. 4. 5. 0. 0. 1. ' .1( ) 4.4(S) .1( ) 10.5(S) O(S) .7( ) .4(S) .1( ) .1( ) .4( ) 75. 0. 4. 0. 5. 0. 5. 5. 1. 1. ' 1.7( ) 106. .2( ) 77. .7( ) 0. .1( ) 0. .7( ) 0. .1( 1. 1.7( ) 1. .8( ) 95. .2( ) 115. .3( ) 0. 2.3( ) 1.8( ) .1( ) .2( ) .2( ) .2( ) 1(S) 1.3( ) 2.4( ) .1( ) 0. 0. 0. 72. ' .1( ) .1( ) .1( ) O(S) 5 30. 0. 0. 0. 0. 0. 0. 1. 0. 0. 0. ' .0( ) 0. .1( ) 0. .1( ) 1. .1( ) 1., .2( ) 0. O(S) 0. .1( ) 2. .0( ) 0. O(S) 3. O(S) 1. .1( ) O(S) .3( ) .3( ) .0( ) .1( ) .2(0) .0( ) .4( ) .3( ) 0. 0. 2. 0.: 3. 3. 16. 0. 5. 0. ' .0( ) .1( ) .3( ) .0(S) .3( ) O(S) 1.0(S) .0( ) .1(S) .0( ) 0. 0. 10. 0. 10. 31. 62. 67. 69. 0. .0( ) 0. .0( ) 10. 21.6(S) 0. .0( ) 4.: 1.2( ) 10. 1.2( ) 4. 15.5(S) 5. .2(S) 0. .3(S) 0. O(S) 0. .1( ) 4.3(S) .1( ) 10.5(S) O(S) .7( ) .3(S) .1( ) .1( ) .3( ) 72. 0. 4. 0.; 5. 0. 5. S. 1. 1. ' 1.6( ) .2( ) .7( ) 1( ) .7( ) .1( ) .7( ) .8( ) .2( ) .3( ) 104. 75. 0. 0. 0. 1. 1. 92. 112. 0. ' 2.2( ) 0. 1.8( ) 0. .1( ) 0. .1( ) 69. 1( ) .1( ) .1(S) 1.3( ) 2.3( ) .1( ) .1( ) .1( ) .1( ) .0(S) ' 5 35. 0. 0. 0. 0.: 0. 0. 1. 0. 0. 0. ►35 )36 ' .0( ) .1( ) .1( ) is ) . .2( ) O(S) .1( ) .0( ) O(S) O(S) 0. 0. 1. 1. 0. 0. 2. 0. 3. 1. .1( ) O(S) .2( ) .3( ) .0( ) .1( ) .2(0) .0( ) AC ) .3( ) 0. 0. 2. 0. 3. 3. 15. 0. 5. 0. .0( ) .1( ) .3( ) O(S) .3( ) O(S) 1.0(S) .0( ) .1(S) .0( ) 0. 0. 10. 0.; 10. 30. 60. 64. 66. 0. t .0( ) .0( ) 21.6(S) .6( ) 1.2( ) 1.2( ) 15.3(S) .1(S) .3(S) O(S) 0. 10. 0. 4. 10. 4. 5. 0. 0. 0. 1( ) 4.3(S) .1( ) 10.6(S) O(S) .7( ) .3(S) .1( ) .1( ) .3( ) ' 69. 0. 4. 0. 4. 0. 5. 5. 1. 1. 1.6( ) .2( ) M ) .1( ) .7( ) .1( ) M ) .8( ) .1( ) .3( ) 101. 72. 0. 0.; 0. 0. 1. 89. 109. 0. 2.2( ) 1.8( ) .1( ) .1( ) .1( ) .1( ) A(s) 1.2( ) 2.3( ) .1( ) 0. 0. 0. 66.': ) .1( ) .1( ) O(S) '.1( 5 40. 0. 0. 0. 0. 0. 0. 1. 0. 0. 0. .0( ) .1( ) .1( ) .1( ) .2( ) O(S) .1( ) .0( ) O(S) O(S) 0. 0. 1. 1. 0. 0. 2. 0. 3. 1. ' .1( ) O(S) .2( ) .2( ) .0( ) .1( ) .2(0) .0( ) M ) .3( ) 0. 0. 1. 0.- 2. 2. 15. 0. 5. 0. ' .0( ) 0. ' .1( ) 0. .3( ) 10. O(S) 0. .2( ) 10. O(S) 29. .9(S) 57. .0( ) 62. .1(S) 64. .0( ) 0. .0( ) .0( ) 21.5(S) .0( ) 1.2( ) 1.1( ) 15.1(S) 1(S) .3(S) O(S) 0. 10. 0. 4. 10. 4. 5. 0. 0. 0. .1( ) 4.2(S) .1( ) 10.6(S) O(S) .7( ) .3(S) .1( ) .1( ) .3( ) 67. 0. 4. 0. 4. 0. 5. 5. 1. 1. 1.6( ) 98. .1( ) 69. M ) 0. .1( ) 0. .7( ) 0. .1( ) 0. .7( ) 1. .8( ) 86. .1( ) 106. .3( ) 0. 2.2( ) 1.7( ) .1( ) .1( ) .1( ) .1( ) .1(S) 1.2( ) 2.3( ) .1( ) 0. 0. 0. 64. ' .1( ) .1( ) .1( ) .O(S) 5 45. 0. 0. 0. 0. 0. 0. 1. 0. 0. 0. .0( ) 0. .1( ) 0. .1( ) 1. .1( ) 1.• .2( ) 0. O(S) 0. .1( ) 2. .0( ) 0. O(S) 3. O(S) 1. .1( ) O(S) .2( ) .2( ) .0( ) .1( ) .2(0) .0( ) M ) .3( ) 0. 0. 1. 0. 2. 2. 14. 0. S. 0. ' .0( ) .1( ) .3( ) O(S) .2( ) O(S) .9(S) .0( ) O(S) .0( ) 0. 0. 10. 0. 10. 28. 55. 60. 61. 0. ' .0( ) 0. .0( ) 10. 21.5(S) 0. .6( ) 4.' 1.2( ) 10. 1.1( ) 4. 14.9(S) 5. 1(S) 0. .3(S) 0. O(S) 0. .1( ) 4.2(S) .1( ) 10.7(S) O(S) M ) .2(S) .1( ) .1( ) .3( ) 64. 0. 4. 0., 4. 0. 5. 5. 1. 1. ' 1.5( ) .1( ) M ) .1( ) M ) .1( ) M ) .8( ) .1( ) .3( ) 95. 66. 0. 0.: 0. 0. 1. 84. 103. 0. 2.1( ) 1.7( ) .1( ) .1( ) 1( ) 1( ) .1(S) 1.2( ) 2.2( ) .1( ) ' 0. 0. 0. 61. .1( ) .1( ) .1( ) O(S) 5` 50. 0. 0. 0. 0., 0. 0. 1. 0. 0. 0. ' ) ) 1c O(S) O(S) .0( .1( .1( ) ) .2( ) .1( ) .0c ) O(S) 0. 0. 1. 1. 0. 0. 2. 0. 2. 1. 1( ) O(S) .2( ) .2( ) .0( ) .1( ) .2(0) .0( ) .4( ) .3( ) 0. 0. 1. 0. 2. 2. 13. 0. 4. 0. .0( ) .1( ) .3( ) O(S) .2( ) O(S) .8(S) .0( ) O(S) .0( ) 0. 0. 10. 0.; 10. 27. 53. 57. 59. 0. ' .0( ) .0( ) 21.4(S) .0( ) 1.2( ) 1.1( ) 14.7(S) O(S) .3(S) Am 0. 9. 0. 4.' 9. 4. 5. 0. 0. 0. 1( ) 4.1(S) .1( ) 10.7(S) O(S) .7( ) .2(S) .1( ) .1( ) '.3( ) ' 62. 0. 4. 0. 4. 0. 5. 5. 1. 1. 1.5( ) .1( ) .7( ) J( ) 7( ) 1( ) 7( ) 8( ) .1( ) .3( ) 92. 64. 0. 0.' 0. 0. 1. 81. 101. 0. ' 2.1( ) 1.7( ) .1( ) .1( ) .1( ) .1( ) .1(S) 1.2( ) 2.2( ) .1( ) 0. 0. 0. 59. .1( ) .1( ) .1( ) O(S) 5 55. 0. 0. 0. 0. 0. 0. 1. 0. 0. 0: .0( ) .1( ) .1( ) .1( ) .2( ) O(S) .1c ) .0( ) O(S) O(S) 0. 0. 1. 1., 0. 0. 2. 0. 2. 1. ' .1( ) O(S) .2( ) .2( ) .0( ) .1( ) .2(0) .0( ) .4( ) .3( ) 0. 0. 1. 0., 2. 2. 13. 0. 2. 0. 0( ) .1( ) .3( ) O(S) .2( ) O(S) .8(S) .0( ) O(S) .0( ) ' 0. 0. 9. 0. 10. 26. 51. 55. 57. 0. 0( ) .0( ) 21.4(S) .0( ) 1.2( ) 1.1( ) 14.5(S) O(S) .3(S) O(S) 0. 9. 0. 4.' 9. 4. 5. 0. 0. 0. ' .1( ) 4.0(S) .1( ) 10.8(S) O(S) .7( ) .2(S) .1( ) .1( ) .3( ) 59. 0. 4. 0.` 4. 0. 5. 5. 1. 1. ' 1.5( ) 90. .1( ) 62. .7( ) 0. 1( ) 0. 7( ) 0. 1( ) 0. 7( ) 1. 8( ) 78. .1( ) 98. .3( ) 0. 2.1( ) 1.6( ) .1( ) .1( ) .1( ) .1( ) .1(S) 1.2( ) 2.2( ) 1( ) 0. 0. 0. 57. ' .1( ) .1( ) .1( ) O(S) 6 0. 0. 0. 0. 0. 0. 0. 1. 0. 0. 0. ' .0( ) 0. .1( ) 0. .1( ) 1. .1( ) 1.° .2( ) 0. O(S) 0. .1( ) 2. .0( ) 0. O(S) 2. O(S) 1. .1( ) O(S) .2( ) 2( ) .0( ) .1( ) .2(0) .O( ) .4( ) .3( ) 0. 0. 1. 0. 2. 2. 12. 0. 1. 0. ' .0( ) .1( ) .3( ) O(S) .2( ) O(S) .7(S) .0( ) O(S) .0( ) 0. 0. 9. 0. 10. 25. 49. 50. 53. 0. ' .0( ) 0. .0( ) 9. 21.3(S) 0. 0( ) 4. 1.2( ) 9. 1.1( ) 4. 14.4(S) 5. O(S) 0. .2(S) 0. O(S) 0. .1( ) 4.0(S) .1( ) 10.8(S) O(S) .7( ) .1(S) .1( ) .0( ) .3( ) 57. 0. 4. 0.. 4. 0. 4. 5. 1. 1. 1.5( ) .1( ) .7( ) .1( ) .7( ) .1( ) .7( ) .8( ) .1( ) .3( ) 87. 59. 0. 0. 0. 0. 1. 76. 95. 0. 2.0( ) 0. 1.6( ) 0. .1( ) 0. .1( ) 53.: .1( ) .1( ) .1(S) 1.2( ) 2.1( ) .1( ) .1( ) .1( ) .1( ) .0(S) 131 13a t BASIN G FOOTHILLS BASIN 2 YR FULLY DEVELOPED ALTERNATIVE 3 TAFT HILL RD TO FOSSIL CREEK RESERVOIR INLET DITCH (4-26-94)fiLe no.h2fthL.dat wwa PEAK FLOWS, STAGES AND STORAGES OF GUTTERS AND DETENSION DAMS** ' CONVEYANCE PEAK STAGE STORAGE TIME ELEMENT (CFS) (FT) (AC -FT) (HR/MIN) ' 4 1 . 40 40. .5 .5 0. 4. 0 400. 103 18. .4 0 45. 102 23. 2.0 1.1 1 15. 201 11. 1.5 .2 1 5. 5 23. 2.5 2 25. ' 105 11. 1.5 .8 1 10. 8 28. .5 0 40. 6 45. 3.0 1 30. 13 3. 0, ' 14 45. .2 .6 . 40 0 40. 11 20. .4 0 40. 202 4. 1.0 .0 0: 50. 9 11. 1.5 .3 1: 0. 7 45. 1.6 1 35. ' 18 32. .5 O, 40. 16 26. .5 0' 45. 15 12. 1.3 .8 1 10. 12 11. 1.8 J 0 50. ' 10 57. 1.6 1 35. 21 3. .3 0 40. 19 11. 1.5 .4 1 5. 203 11. 1.5 .4 115. 116 76. 2.2 1, 10. ' 48 6. .5 0 40. 24 3. .4 0, 45. 120 101. 2.5 1 10. 47 9. .8 0 40. 205 2. 1.0 .7 2 0. 25 17. 1.3 0 55. 29 109. 4.0 1 10. 204 11. 1.8 0 45. 98 14. .4 0' 40. ' 28 5. .3 0` 45. 36 11. .5 0 40. 46 10. .9 0 40. 45 81- 2.4 0, 35. 37 5. .5 0 40. 26 18. 1.3 1, 0. 34 187. 4.8 0 45. 31 24. .5 0, 40. 30 5. .7 0; 50. ' 51 27. 1.9 0 40. 49 98. 1.3 0; 40. 206 24. 2.0 .0 0 35. 27 . 1.4. 35 20303. 3.0 0 0 5050. ' 33 28. .5 0' 40. 32 19. 2.0 .1 0. 55. 52 22. 2.6 0 50. 50 10. .1 22.6 3 5. ' 43 37. .6 0' 40. 40 246. 3.2 0 55. 72 6. 1.3 .1 0 45. 13 2. .2 1 10. 44 5 5. 1 1.5 1.3 2 0. ' 41 231. .1 2.3 1 5. 38 . 29. .5 0 45. 60 8. .9 0 50. ' 58 26. .5 0 45. t31 [1 1 11 FI 1 �I Ll 74 6. 1.2 0 35. 172 10. 1.5 .1 0 50. 54 24. 2.5 1 20. 42 131. .1 10.2 2 5. 39 17. 2.0 .3 1 5. 61 8. .8 1 5. 59 S. 1.8 .6 1 25. 173 28. 2.8 0. 45. 55 177. 3.0 1 40. 67 33. .6 0 40. 62 15. .1 6.6 2. 30. 63 45. .7 0 45. 56 127. 2.0 20.2 3 10. 68 38. 2.5 0, 40. 65 35. .7 0, 45. 64 45. 1.9 0 45. 75 3. .0 .4 1 25. 97 126. .1 1.0 3 20. 81 29. .5 0 50. 66 4. 1.5 10.8 6 0. 76 14. 1.4 0 45. 57 126. .1 .7 3 30. 207 24. 2.0 .1 1 0. 69 4. .7 6 0. 210 14. 1.2 0 40. 77 12. 2.2 0 55. 157 126. .1 .1 3 30. 208 24. 2.0 .1 0' 45. 82 28. 2.0 1 15. 70 36. .6 0. 45. 211 8. 1.0 0 40. 78 128. 2.1 3 30. 86 11. .6 0 45. 209 11. 1.5 .2 0 55. 83 50. 3.4 1 0. 71 5. 1.3 1.4 2 5. 88 128. 2.3 3 35. 216 11. 1.0 0. 45. 184 56. 3.4 1 10. 80 5. .8 2 55. 212 44. 2.5 .1 0 40. 94 170. 1.6 1 5. 85 44. .7 0 55. 213 44. 2.5 .4 0 50. 87 151. 2.7 1 30. 215 45. 2.2 0 55. 90 44. 2.0 1 5. 214 24. 2.0 .1 0 50. 95 193 184. 15. 3.1 .1 1.5 1 1 35. 5. 5+0relerdle- Dd*cIf;or.4014 91 68. 1.7 0 55. 2Yp- I,uSEL= yB85.70 96 223. 3.4 1 30. 1� 02 --Fro,--Fro,T.'IL FOO-th it/S BaSiH ENDPROGRAM M a s fer pl a n i.,.io- cafes fl+ %s s i�-e's maS� • 4//0 b/c dischar�e is 33d6s. PROGRAM CALLED' $;nce /S c¢'s 33 c(s) th;s Cory olic3 w i+ti the InjZS et Plan. 7 40 1 1 1 t 1 1 INPUT DATA FOR WATER BALANCE MODEL I I I I H I I I 110 RWINC Engineering Consultants CLIENT JOB NO. 563-co4- PROJECT (ZJ�CALCULATIONSFOR L4A_ MADEBY DATE I[213�:CHECKEDBY KWG DATE 1-4-94 SHEETOF L -- ---- -------- 7- 7 7 44 .4-_ ------- T­ ...... .... if ----------- 4 r —7 f T. pp -- -- ----2,47 L f L ---- i - -------- — ---- ------ -- - ------ --------- ...... L -4- oil ......... .... r - ------ ----- - -- - -- ----- I-T --------------- ------- ---- 7- j f I I 4- ------ ----- --- - ----- - ------------ -1 ------ --- L...... . .... . . ....... .. ------ ...... 6. 4 .... ........... ........... .... - 1 4 ... .... ------ --- - ---- --- -- ------ ------- -- L If M_ _:Ll.p d . ..... ..... I I 1 I- 1 1 1 11 I I I I i 11 I I 1 I NOAA Technical Report NWS 33 Evaporation Atlas for the Contiguous °f ENNTo* 48 United States Richard K Farnsworth Edwin S. Thompson and Eugene L Peck Office of Hydrology National Weather Service Washington, D.C. June 1982 U. S. DEPARTMENT OF COMMERCE Malcolm Baldrige, Secretary National Oceanic and Atmospheric Administration John V. Byrne, Administrator National Weather Service Richard E. Hallgren, Director 1 p4o %erj�', 1 ph�,'• 1. h W, III S MAP 20' MAY—OCTOBER Int. r / FREE WATER SURFACE EVAPORATION - (SHALLOW LAKE) 1956-1970 INCHES ,r EXPLANATION OF ISOPLETHS WESTERN STATES INTERVALS EASTERN STATES INTERVALS j� f inches - < 80 inches 4 Inches - standard Interval , 10 Inches - > 80 inches 2 Inch Interval used I 25` . Interval irregular where crowded for areas of shallow ----- Areas of limited data gradient - - - Additional Information for areas of I shallow gradient above 80 inches U.S. DEPT. OF COMMERCE NATIONAL WEATHER �$ERVICE, L NOAA rOFFICE OF HYDROLO(111_ HYDROLOGIC RESEARCH LAROR'4tOR ( d 1 1150 1100 USCOMM•Wudn: T W -It ,oj - __ 1/+_ - -I--- CLIMATOGRAPHY OF THE UNITED STATES NO. 81 Monthly Station Normals of Temperature, Precipitation, and Heating and Cooling Degree Days 1961-90 COLORADO James R. Owenby and D.S. Ezell January 1992 i e n U.S. DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration National Climatic Data Center Asheville, North Carolina COLORADO PRECIPITATION NORMALS (INCHES) STATION JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC ANN DELH1 NORMAL .37 .41 .83 .99 1.75 1.46 1.78 1.73 1.14 .68 .63 12.21 MEDIAN .35 .36 .78 .89 1.71 .91 1.71 1.62 1.04 .54 .46 .44 .30 12.04 DEL NORTE NORMAL .32 .41 .76 .62 .77 .74 1.66 1.93 1.16 .87 .60 .61 10.45 MEDIAN .23 .30 .75 .46 .53 .56 1.60 1.78 1.11 .65 .60 .39 10.49 DELTA NORMAL .51 .48 .71 .57 .76 .63 .76 .93 1.10 1.16 .74 8.93 MEDIAN .30 .30 .55 .51 .67 .32 .66 .80 .73 1.02 .62 .58 .49 8.08 DENVER WSFO AP NORMAL .50 .57 1.29 1.71 2.40 1.79 1.91 1.51 1.24 .98 .87 .64 15.40 MEDIAN .34 .54 1.19 1.37 2.18 1.44 1.68 1.24 .94 .80 .69 .49 14.70 DILLON 1 E NORMAL .79 .86 1.09 1.15 1.31 1.15 1.81 1.75 1.35 .80 .63 13.81 MEDIAN .52 .75 1.03 1.12 1.28 .96 1.70 1.45 1.24 .75 .78 .92 .68 13,24 DINOSAUR NATL MONUMENT NORMAL .58 .51 .89 1.01 1.15 1.10 .95 .81 1.16 1.35 .73 .71 10.95 MEDIAN .46 .41 .77 1.08 1.29 .68 .89 .74 .99 1.25 .63 .56 11.10 DOLORES NORMAL 1.46 1.42 2.10 1.39 1.22 .63 1.48 1.94 1.67 1.91 1.67 1.66 18.75 MEDIAN 1.14 1.17 1.66 1.20 1.04 .49 1.27 1.82 1.54 1.45 1.73 1.24 18.76 DURANGO NORMAL 1.59 1.38 1.65 1.21 1.07 .68 1.64 2.43 1.91 2.02 1.66 1.83 19.29 MEDIAN 1.38 1.24 1.13 1.01 .96 .44 1.93 2.45 1.78 1.35 1.36 1.65 18.68 EADS 2 S NORMAL .26 .33 .86 .95 2.63 2.10 2.63 1.82 1.36 .81 .58 14.69 MEDIAN .22 .18 .66 .90 2.95 1.55 2.55 1.32 1.18 .38 .38 .36 .30 14.49 EAGLE FAA AP NORMAL .74 .58 .80 .73 .79 .85 1.31 .96 1.21 1.05 .72 10.65 MEDIAN .63 .42 .82 .65 .64 .77 1.18 .76 .99 .75 .56 .91 .69 10.64 EASTONVILLE 1 NNW NORMAL .33 .41 1.07 1.62 2.52 2.30 2.78 2.78 1.47 .92 .70 .48 17.38 MEDIAN .22 .33 .78 1.60 2.75 2.03 2.46 2.46 1.15 .73 .43 .35 17.19 ESTES PARK NORMAL .36 .45 .86 1.24 1.99 1.71 2.29 2.02 1.35 .86 .59 .51 14.23 MEDIAN .32 .37 .65 1.13 1.53 1.42 2.14 1.71 1.14 .57 .41 .40 13.79 EVERGREEN NORMAL .47 .75 1.58 2.05 2.66 2.20 2.47 2.26 1.46 1.33 .99 18.99 MEDIAN .38 .73 1.30 1.71 2.10 1.96 2.42 2.15 1.41 1.11 .66 .77 '.68 19.41 FLAGLER 2 NW NORMAL .29 .35 .93 1.27 2.63 2.48 2.80 1.98 1.39 .73 .63 15.78 MEDIAN .20 .25 .55 1.03 2.49 2.31 2.35 1.82 1.40 .48 .48 .30 .25 15.83 FLEMING 1 S NORMAL .33 .31 1.08 1.57 3.36 2.99 2.96 1.85 1.03 .75 .53 .37 17.15 MEDIAN .33 .23 .68 1.43 3.09 2.58 2.83 1.60 .63 .46 .39 .26 16.84 FORTCOLLINS NORMAL .43 .39 1.35 1.76 2.68 1.90 1.82 1.26 1.30 .97 .70 .51 15.07 MEDIAN 7 14 -131 1 1 43 2.4 1 27 1.09 1 .69 54 1 31 1 14.43 1.43 1.29 1.66 1.05 1.08 .66 2.12 2.31 1.82 1.98 1.58 1.50 18.48 FORT LEWIS NORMAL MEDIAN 1.01 .93 1.42 .87 1.07 .46 1.91 2.16 1.63 1.41 1.15 1.34 18.82 FORT MORGAN NORMAL .20 .15 .70 1.20 2.63 2.15 1.80 1.49 1.13 .66 .38 12.75 MEDIAN .18 .12 .32 1.13 2.34 2.31 1.46 1.31 .82 .44 .28 .26 .22 12.81 FOUNTAIN NORMAL .28 .36 .91 1.33 1.97 2.19 3.23 2.84 1.22 .77 .38 .42 15.90 MEDIAN .21 .21 .76 1.09 1.45 1.96 3.15 2.24 .95 .42 .34 .36 14.35 FOWLER 1 SE NORMAL .20 .23 .57 .89 1.45 1.33 1.96 1.64 .66 .54 .39 10.37 MEDIAN .16 .18 .56 .59 1.43 1.17 1.84 1.67 .86 .37 .33 .29 .28 10.23 FRUITA 1 W NORMAL .59 .48 .85 .68 .88 .51 .76 .87 .77 .94 .72 8.76 MEDIAN .45 .35 .79 .65 .71 .25 .74 .71 .66 .84 .61 .71 .56 8.55 GATEWAY 1 SE NORMAL .73 .68 1.14 .93 1.07 .61 1.13 1.24 .94 1.21 1.00 .83 11.51 MEDIAN .52 .48 .99 .98 .84 .36 .95 .99 .92 1.10 1.10 .64 11.33 GENOA NORMAL .30 .34 .89 1.21 2.69 2.34 2.67 2.50 1.14 .64 .47 .30 15.49 MEDIAN .23 .20 .68 1.05 2.68 2.22 2.63 2.23 .93 .46 .38 .29 16.24 GLENWOOD SPRINGS 1 N NORMAL 1.44 1.10 1.40 1.52 1.50 1.25 1.31 1.31 1.67 1.70 1,19 1.46 16.85 MEDIAN 1.13 .84 1.37 1.21 1.36 .98 1.49 1.20 1.42 1.44 1.03 1.45 16.19 GRAND JUNCTION WSO AP NORMAL .56 .48 .90 .75 .87 .50 .65 .81 .82 .98 .71 8.64 MEDIAN .51 .41 .77 .71 1.09 .23 .56 .70 .55 .77 .59 .61 .48 8.21 GRAND JUNCTION 6 ESE NORMAL .49 .51 .51 .70 .91 .50 .72 .86 .82 .96 .76 8.81 MEDIAN .40 .39 .86 .64 .88 .29 .76 .67 .63 .80 .61 .67 .56 8.14 GRAND LAKE 1 NW NORMAL 1.66 1.43 1.54 1.91 1.93 1.63 2.13 2.20 1.78 1.42 1.36 1.69 20.68 MEDIAN 1.52 1.24 1.51 1.83 1.80 1.34 2.00 2.10 1.39 1.19 1.18 1.57 19.48 GRAND LAKE 6 SSW NORMAL .96 .78 .94 1.19 1.38 1.26 1.53 1.57 1.25 .98 13.71 MEDIAN .84 .68 .85 1.23 1.43 1.20 1.55 1.55 1.14 .84 .95 .75 .92 .86 13.02 GRANT NORMAL .50 .58 1.07 1.38 1.60 1.52 2.49 2.50 1.42 1.13 15.74 MEDIAN .36 .59 1.03 1.34 1.19 1.50 2.23 2.33 1.20 1.00 .78 .63 .77 .76 15.59 GREAT SAND DUNES N M NORMAL .33 .35 .66 .60 .89 .96 1.89 1.93 1.30 .84 10.62 MEDIAN .20 .33 .53 .41 .83 .81 1.76 1.90 1.10 .66 .46 .43 .41 .41 11.04 GREELEY UNC NORMAL .43 .33 1.09 1.54 2.56 2.03 1.47 1.18 1.32 .87 13.97 MEDIAN .33 .20 .57 1.56 2.15 1.93 1.14 .89 1.15 .59 .70 .45 .45 .33 13.64 GREEN MOUNTAIN DAM NORMAL .98 .96 1.39 1.26 1.51 1.29 1.57 1.50 1.43 1.17 1.08 1.13 15.27 MEDIAN .93 .96 1.35 1.20 1.21 .94 1.37 1.23 1.04 .96 .84 .98 14.79 GUFFEY 10 SE NORMAL .38 .54 .97 1.05 1.71 1.80 2.83 2.94 1.71 1.01 .63 16.16 MEDIAN .30 .49 1.05 .78 1.63 1.32 2.75 2.63 1.50 .81 .55 .59 .46 16.58 GUNNISON NORMAL .84 .63 .64 .56 .68 .64 1.36 1.55 1.08 .85 .57 10.20 MEDIAN .57 .62 .55 .51 .56 .57 1.39 1.58 .86 .74 .47 .80 ,73 9.85 HAMILTON NORMAL 1,18 1.29 1.81 1.94 1.87 1.30 1.46 1.63 1.55 2.01 1.58 1.72 19.34 MEDIAN 1.00 1.09 1.71 2.00 2.06 1.16 1.58 1.47 1.18 .1.53 1.44 1.59 19.15 I T U E .. 1. 9 $ S M I L L .$. R .Q. S_ L A N D S C A P E l47 1 .1 Mill Brothers Landscape & Nursery, Inc. sons S. College Avenue January 18 1994 Fort Collins, CQ 80iL5 1303) 226-3483 RBD Inc. c\o Kevin Gingery 209 S. Meldrum Ft. Collins, CO 80521 RE: Stone Ridge PUD landscape water requirements As per our discussion with Les Kaplan we have computed values for landscape water use at Stone Ridge PUD. All calculations were base upon the following: 1. Landscape and irrigation has been installed for phases 1 - 5. 2. The total flow for the irrigation system is 600 gpm. 3. The visual quality of the turf is assumed to be maintained at 80% or greater. 4. The assumed maximum efficiency of the irrigation system is 80% 5. Required irrigation of 40 inches is based upon Ft. Collins, Water and Wastewater Dept. data on Bluegrass irrigation in Ft. Collins. 6. Six watering cycles per week typically running Monday through Saturday. 7. Total irrigated area of 1,106,500 s.f. (25.41 acres) 8. Max. watering cycle is 13.2 hours. WATER USE PER MONTH FROM APRIL 1 TO OCTOBER 31 Month Acre Feet -of -Water -Required April 8.30 July 20.75 August 16,60 September 10.70 October 4.15 TOTAL 83.0 Acre Ft. Please call if you have any questions regarding this data or our calculations. Re ctfull'. Jo S. Gettmon/Landscape and Irrigation Designer Mi Brothers Landscape & Nursery, Inc. 120 110 E 70 a- 0) 60 0 50 40 30 20 10 0 Stone Ridge Detention Pond Groundwater Flow Inflow From Subdrain 115 .0 Inflow From Ground Water Seepage luo-ki ME; i N Outflow Through Leakage 93.5 90.5 81.0 75.5 72.5 r 17KLI 1 -.111 82.5 MIX, 77.5 72.5 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Month Figure 3. Estimated monthly groundwater Inflow and outflow quantities.. I No Text WATER BALANCE MODEL WATER BALANCE MODEL WITH NO ADDITIONAL INFLOW INFLOW TO POND OUTFLOW FROM POND POND UNDER GROUND SEASONAL INCIDENT ADDED EVAPO- SURFACE GROUNDWATER IRRIGA- POND MONTH VOL. DRAIN WATER STORM WATER PRECIP INFLOW RATION OUTFLOW SEEPAGE TION VOLUME APRIL 644620 505347 173261 269158 1 10901 209632 348797 63529 180774 644620 MAY 644620 591978 20214 457381 18524 209632 453388 63529 361548 644620 JUNE 644620 638182 28877 329390 13340 209632 0 63529 795406 585842 JULY 585842 591978 20214 239043 9681 209632 0 63529 903870 269727 AUGUST 269727 519786 20214 205163 8309 209632 0 63529 723096 26942 SEPT. 26942 496684 11551 197634 8004 209632 0 63529 466092 1562 OCT. 1 15621 470695 8663 129874 52601 209632 0 63529 180774 162119 WATER BALANCE MODEL WITH ADDITIONAL INFLOW INFLOW TO POND OUTFLOW FROM POND POND UNDER GROUND SEASONAL INCIDENT ADDED EVAPO- ISURFACE GROUNDWATER IRRI- POND MONTH VOLUME DRAIN WATER STORM WATER PRECIP. INFLOW RATION OUTFLOW SEEPAGE GATION VOLUME APRIL 644620 505347 17326 268983 10901 209632 348622 63529 180774 644620 MAY 644620 591978 20214 457381 18524 209632 453388 63529 361548 644620 JUNE 644620 638182 288771 329390 13340 58778 209632 63529 795406 644620 JULY 644620 591978 20214 239043 9681 316115 209632 63529 903870 644620 AUGUST 644620 519786 20214 205163 8309 242785 209632 63529 723096 644620 SEPT. 644620 496684 11551 197634 8004 25380 2096321 63529 466092 644620 OCT. 644620 470695 8663 1298741 5260 2096321 160557 63529 180774 644620 •ALL UNITS ARE IN CUBIC FEET NaVd.- FA41620 25 -THE vowmv. XN -rija TbND A-r 4ft&ao ++.A- -.68CA w4c.— balms mocu adAd vl wakz- wa s c01ueM^ it-1 tl , Poi b alw. 4eeG.00 `. 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PROBLEMS MEA RESTHE LOR E W1ER/090N (PPY] ] ! • • �L ) 1.eMG 1NOMEp9MER$ A A BE `'. _ NPPA'E E ALiEHEflO5R2Ca - -m o1Ac I - •. R � .� i CONTROL MEASURE$ Orc it I �I ] TOYS PIPE o os5 /: 0 klt/Q Y«L 1 I I 1 P ! E_SR A'( CHANNEL 'A' SECTION A CHANNEL 'B' SECTION F-F m O N4Ei /19 19 22 I � 2„ I I _ 2Y 10 T ! 4 tD THE 'R •.. _/ w �' ,�\ �' \. `..' / _i' I IN ET 11 CURB INLET 1 - - )6 L 27'j2 A / O .ADS ' ' CHANNEL 'A' SECTION III OpAc CURB R ,' L + ^'„"�. .. /; CHANNEL S' SECTION G-G - 5 .ur.. ♦ B' RCA°' /. / /\ _ _. to 20- 1z9 LF_ 5% RCP VE o $3 02 3015" R �G�4 / . w� �\ / , Of IT11 h e aSz.Jr : `„...w�•'"• f\E ..� \ m� a 4u a INLET$ • �� Qb�yi '• /e , �,\ ; `EL'W SECTION C- 1 I CHANNEL 11' SECTION H C PIP _. Q2 33 1 1� _ _ �b ; - —� 000P12 3 ;� • �� - l ® \ CHANNEL 'C' SECTION D-D 2 p� ` l - CHANNEL 'A' SECTION 1-1 2a C� 7 w p9AC <k GO r 23 ' 'I �m1 + I ` wza I DRAINAGE SUMMARY TABLE INLEL yy9-1 ]tIAC _ t29At _ 9 ID' LYPE 1R - 0 0.60E 2T RCP 1 I ✓ 1 - .0 ¢ CURB INLET �� _ - BASIN 38 SWALE SECTION E-E �I / r..,.y SF�� ra STORM _ P 32 rn �" ¢¢F, _ uuITY�MENT ]) I.Soac It I LEGEND t ....11 P�2 91B7• • r + STORN MI O I ' 1 \ ' 24 \ `L f tR PAUL �•�••� Ex6W nNG CONTR INot ] . OR rtUP Uarew / Jr -198� PROPOSED CONTOUR Zl// P - Q' ,1• — PROPOSED STORM PIPE r �•�"-`•�1..,� _ \ } 204 F. z f r ExlsnNc STORM PIPE D1 0 4 AI * - RCP O O.AOE / - I-.. i, II9p41110 BASIN BWNDARY b B It 9 OJ ''� V .+�.�•^'V111y4A-�� tla5 NUMBER 4- Iu0lCnrfS RnSn CURB INLET .� / JINCIDES WE 1ST FUNG) ] 6v-•e L "�` 10-SAC BASIN AREA IN ACRES 21 -STORM WI 9 I " City of Fort Collins, Colorado \/ �J 17AC 1 26 O L.tlZA- RCPp AY DIRECTION OF FLOW UT= PLAN APPROVAL wF C I\j\J /IN CURB nE1 R STRAW BALE CHECK 04M APPROVED:OY4l 1 Eot 0 M a.,.,. ..., C. M4R G _ . _ _ A _ f V 15' rY, NIE T e �'4 DESIGN POINT Director o NSerW e 2 CJfle'i r ml JJ _ e CHECKED BY'. .]s4c amc OTO `STCW w1-. 1 _ :I - GR_ ./I^ 96Ac Eem h Eu4.elee utw[y oae AI L.. 21-RCP OO.AE--- -- 5 4 1• S 5' Ary• n,AE h Jt - _ - GRAVEL INLET FILTER CHECKED BY. SENPI OL11iy Bete PL 4-1 io ES'R' tiO� � -_ - SIS �F -. - _ Y � 26 4 31 le mlli DRIVE _ _ __ __ _ _ _ MVT i26. . _ CHECKED BY. Puke h ReereeY00 Oele Dz-_. __ i_.� St ONE, - - o T E R - - - - To INLET SCALE 1"-60' 11 —�—_ 2B - S%LL 27 O E A918.5' �, _ r CHECKED BY �� 1, q°o` 1 cy ewNe�uw IPCK W ,- POND EL OVERFLOW WEIR S T O N R I D G E - T Le 1s RL9 nE -- 1 1.32AC 2B I 1 -_� T N F I C POND 30 OVERFLOW OUTLET ___ _. ' ---.- _ - • t. "1. JO _-POND EQUALIZATION In 491 PIPE RT - BY _ Pod SPILL FiEv asij w' \-� I� ��� Engineering DeEe 9 Consultants _ mr CHECKED 1 _ 77 L . IS NCR O 0.52E -6' WIDE CLASS 12 RIPRAP 18- DEEP e OVER tY TYff II BEDDING FROM EWALK Y y STONE RIDGE P.U.D. ez.c POND 27 10 1 to 5uc ?� TO 2' of BANK. h STANDARD THIRD FILING •' _ / N 4 MSEL-A917.V) P ` W� METIAL SIDEWALK CULVER OAp .>.rL..�.M.aw.♦.w«� m ..a o...r Coon, �r Oe r2 ee�A5 _ J Z Wa'NAL y�.9> / '< ® FINAL DRAINAGE PLAN 0 ov RITA 25 1 184 10.07 4 1.. E 510 9) 399 20.0 10 099' -# as L-S 29 0 A 30 3 zze 259 SY1 21 1 UJI12 Alm 43 27 31 95 33.1] 19.7 33 32 1151 e.e3 5,3 L •��a_ � 1.61 AC 'r _ _ _ _ _ _ y _ _ _ _ _ _ TPM r• • •.rww Ny..a.r •r... _._,. 69nC " wenr �•• .2M E— HORSETOOTH ROAD • r..r..r•r r•w ��- �- - - - - -- - - - - - - — — - _ LJLY 94 r2l 4 sas-cos S9 O G W=, 9.9 Aqo Alto.1F--819.J / t zx MIN_ % ! \ Sx zx MIN. :t 1 bsh, z F DRAINAGE FLOW DRAINAGE FLOW B PATHDEgiQNATION 'A' PAN (O �O • - I re-19.o von �C�ECTION g AGO T �Bg g19) Y{LI FI _ IF. B184 y.b DEE B 9 1F=191 L�` }9 9DEW - ` !t / / ]B ! 0 bR1RCP iF.19.0 _2S MIN. PS MIN 2% IA'M1 i AD \. _ BONI m rrv[ I �- B B A DRAINAGE FLCw PATH CUPS L£! •_ CULGE q � \+ \ �A1 a ` �eB --� J FHA GRADING DESIGNATION 'B' TYPICAL SECTION 25 rF.146 F IruE R % .a 1 iO INLETn 28 a I, -„ ''J 1 21� rF=t8.q 9 � COMES A•� O COMES ALL _ 1F=19.9� 9,5 m -1, 22 , ;. 26• rz d \ srwM Mx SCALE I'=50umn OF P"NG AIt ' •91y '\� a FL=a913 T �' 19 iF.1BJ t \ 100-ra 5?oaMl� LEGEND i Gr S ARgoALNME 6Ni , ///� 12- - nm W m snD EXISTING CONTOURB B e9I7 —^ PRoaoseD FINISHED corvrR p B.O.W. BACK OF WALK 19 I M O 19 / I �� a 2 ROP HIP. HIGH PONT 10 �\ t, A B i IW lIR'R' L.P. LOW PONT OHIO �'q Z IF.zt t lF._20.] iF.ZO.q. tr i.F. TOP OF CONCRER FWNOAngI WALL lr/3-ii SPOT ELEVATION (PROPOSED) A B S LF. b'"��� O V \' SPOT ELEVATION (EXISTING) `'.r O lq �_ FLOW DIRECTION a G - V (] 9 [ .!3 1�IIIKEY 9• ipt PROPOSED STORM DRAIN YBE ' .�. 4`. 1.' ' t. _ y _. _ _ •nai IV EXISTING STORM DRAIN NO� A w 8 MA GRADING DESIGNATION 'T B --_ . IF nv — BL,jLDIP` �I TOGA w. aort 0" 2% SHALL M GRADEn v. M sA�Rr TARLY ONRY A m M`M`Y1AR SCROCE aorc OF zi To r w B B NQ TOME LLR AND WINO NE s.z1 z J P L w D3 IN Moral FOUNDATOMSAL 1w LaWE33 svMAT N NMI TO B POND 3J OVERFLOW M IwY 6 My M AT FORK ww SCAK MALL - LOW HEIR .1 ,xL WILY COg1 fO11MWlm WIApL N i(=21.3_ - AM NX YEywi it Mai N5. a ttle0elel W11L YAYIMY CRKYv RN,LwNE aACE 9�4L D E. TK.Nerw [INSTANCE FROM wws FINISHED a f B a32.E 1 8 ` I J a a r OCRs: i NK FINIHOMES TO STORIENTAL) TO EEP SIN nARRAND ME ME SHOPE � WART SMiFLOOR uun WE m RAIN TVERTICALLY M.uW -23.0 �22.8 F_ (2 < 6 I pp I ✓ - To SPILL NI - Y18 V [IYE SWAIFS AS LONG A3 AS' YW WII '3. THE RNry GRAM 4tl FINISHED TOM w q 1 _ Il I COKR S MAINTAINED. DyxOAnp ELEVATIONS ME KAREN M A 6 i -1 POND EWALIZAnON PIPE SCNm MAI SETBACK MEAN FROM B \: y ` 6 1 _ � / - - _. - _. J n LE. . 115'52% RGR 5. THEMFUNISARawE NDATIHIELD N EI�PauM ASOM PROPERTY Lrrt AND M AENIVELOPE OF AS SLOWLY M�vu HOOK ATION OF 1 Slv[3 V YI fW pVITER SNNL BE 3RMD RECORD ME ME PAMINEDSOLLI PONDZE AND MMLE� MAY it -MITALL R 1 I s TO W a PNROR RIMONw�FwINANINE ETEvaTIwS TO wAxM �`TD' 2' CURB CHASE AND a ME mcWAY SN.ML a CINSCUCCD OR THEyra / 1 uMETAL SIDEWALK CULVERT ANN SOE OF THE LOT N ALL CASES UN1r55 ILI POND 2] RA LOT GCNnM90BO G IS SNECCALLY TO 1 POND 30 • ALLLOR MAWAY CONSTRUCTION omw . 1 1 3 ALL LOTS YM MANtw gKNER FELLS M ED OR oaATER w.0 ME cD1aTmECTm IN — — - - AccGROMM ON DATA BEET No (THAI — — — — TRACT m - City of Fort Collins, Colorado DYD - ]TY PLAN APPROVAL APPflovEo: wacwr of mnoev.y Date HORSETOOTH ROAD . _ _ _ _ _ _ _ _ CHECKED BY: .. ILIA _ _ _ _. " Wetm ! BaPleoler nI111lF Dab - - - -- - - - _ CHECKED BY. M B Mat UI Data -- CHECKED Br PMYa ! Bxna11DD Dale CHECKED BY: Date CHECKED BY: Date MPM TPM + ELMO) - CHEF ■�1 Engineering Consultants STONE RIDGE P.U.D. Y FINAL GRADING PLAN SOUTH LY 1994 503-THIRD FILING 005 - 2� 5.O 9' DATE REVISION DESCRIPTION "CE^ )ATEPRO'El .. U N P L A T T E D I Do- 2-30" ADS N-12 CULVERTS 24'.24' AREA AROUND INLET TO BE PROTECTED W/ 12- BOULDERS GROUTED IN PLACE. 48" CL M RCP 10� BOULDERS GROUTED IN PLACE / x r I I — L$EE DETAILS. SHE. 19) M=1 J 5 B B ,,. 6=1 7.1 OZ 1F.IJJ / DROPINLET �. SEE DETAILS SHEET I9 - B 8 PCULTO ROPL WALL Q. TF=17 7 TF=16.9 - T ms L-(SEE CHANNEL B. P � � 9• / __ ./ / - FOOTLE-SHi 10) G A B LnTE B m IN, P v TF-.IT7 9a v G .i � I sae - — — A TF_1J.6 N c MFd9.0 13..�.�...._. IF be T s` ' li�tlt 3 a - 1F�1 ).1 IRN, LEGEND ' - v 3 i Aig14 -- a 7 p rat rT1TI EXISTING CONTOUR T 32 Eel , e,a if=1)t p9 .' 14 / W.9 PROPOSED FINISHED CON tDUR f B.O.W. BACK OF WALK TF=199 - jep' HP. HIGH PONT 1F -9.9 \ / j� GOO' ABGG L.P. LOW PONT VD69 3 TF=B )J No `� N T.G. TOP OF CONCRETE FOUNDATION WALL J� �e AP SPOT ELEVATION (PROPOSED) _ is Tcs nv a� -al SPOT ELEVA➢ON (EXISTING) / NN��ff iF-t9.0 B r FLOW DIRECTION " . 30ff=19.1 �pp yj I I / Pwa ^A[i . /� 6 PROPOSED STORM GRAIN T TF-16.B I / 1F 1JJ __ 6=19.0 Es B -.- EXISTING $RWM DRAIN A or B FHA GRADING DESIGNATION I a0 e _ 1 (SEE SEAT. 5 FOR TYPICAL I NOTES $ECTICN DETAILS) B ( -f>° i �` `JY - I, BE VANUOT DRAINAGE SHALL BE EASED 9. SAMEARY YMFp wMYW KEES STEM A TO " I INIFT I 'Fa191 �J 1 / -� �'� ale F. pY PL9 / , B 1 ro A Y 3Cp (A }[ WS A-=WM I1 ] 29 " _ •6I SEE M} 9 THESNNTWY MAX- I I IT TYaE 'N'/r i 1 TF 1 Y9fR I I I.' TF=18.6 / = 9.0 Il 3. ALL OV N ME MST N1AW r. NEW I CWB Ml£* � I /.-. �� .� . i1PST a AWAY MFY Io. ME uAML LTKOY SEPARATE W MADE AW BE oSLN6S 1E 9M-Y _ /`_- -- A ME EM�1� T' T F R POSTIED GCE TO MNEi D s Mt vA E n ESTATE W LL a sT V _ �%' - n / `Y / SMALL a 3a, THE m GmAENA. CE FROW G.oE aW S �/ n LOW L Mr IA u wsr o Ga Y FW MAIN R \r s B • was US mOwiuu mEEEn MAY WWEiN mw T SM�WAL.rt IT w�inu y uAN n - si `a' C (.' R / O 14F .N. S`dt TF=18.s PROTECTIVE SWNES As LONG As Y' Ma MJu ME EWIWIpI yJLE yM ISXy[p 1V V .. 9 SIDE Lic iF=I9.6 5J CPP a MwrANm. A .� ✓ '- — 1^ �1 \ T, 3 / e a 1M[�raY� SD�awO FiR A9Ev A OEW NEl J K)w r. a EN��E OF AS SAMAN My INITIATION i5 SLYEAC. W G AM LW Wm 7 Y L��/yM�, 6 4GE5 or tI ea GEArta 9Mµ1 BE CEO 6 eSSWIm GAVE AND MWIfD TE.19.a / p `N as TO MENua se . Tv OF E ATW EEVAIIws No CHANCE A A t B ,EDE-Yoa91 ST .. Sty YA' T. THE MKWAY SHALL AN awstaclEo CAN Sir! iF=2l{a "NOTSDE 6 W L07 N ALL CASESI n TF=2o.o �`J LOT GAOW^ IS 9ECNIC LLY M9tlllD To BEEN MAYWAY 0.WSMPWOM OMEMSE. LL TYPE 1 TFcza9 Y \ O i 11B ♦� T� y 6 AAU atlNOTSNO NPRCHON RJUT GWNO Too OF G T A T y� 4L BE CMs>A.CTm x CENTER INLET - e• � r % � e —TEiACT E u s�ET /MA1 9 P/ a . ; 3 A- . STORM MH-11 , ,I — gym_ ., 'a P t I 1 A A A Ir, _ City of Fort Collins, Colorado e B +979 TF _ I177IATY PLAN APPROVAL -23iF .1 =23.1 i, _ APPROVED: G \ �- M 8 Y /_..- /////�j�fl Director of fngieeerlry eG O J CHECKED BY I %-gN. o, ]A ROTE m Water h IlenkWekr UlUit) Dek Tea1 EB / O b O O '" A B %= CHECKED BY: Somwater DUDq Date s-23., N l _ _ P S - � SCALE Y=50 I H Y' A 1 I, ® CHECKED B Pv4e k Ikareetivv Data A 1�=20 > B /' L1 \\ f S. 2iF. 204 / CHECKED BY: CHECKED BY. Date D.k MPM SEES SHEET DRAWN DENOTED CHECKED EnpinesrMp Consultants STONE RIDGE P.U.D. I if D9 DATAc.., RY! 9aa ,V,AI .211 WD,.c FINAL GRADING PLAN NORTH 21 6 _ ,u Y 1 9a }y�—g1s rot cm.. ca>�ao mszl o„.,"mNwo soul THIRD FILING NO. BY I DAME I REASON DESCRIPTION APPVDVIO LATE PROXCT NO - JO5 / 482-5999 JET / asp -MCA INLET X3t 10' TYPE 'R' CURB INLET66O "' ON, 1t1 "1 0 10 25 AS SSA 6 66 / " / % \ FUND EWPIP ALI ATION E (SEE DETAIL. SHE. ]) ' p. A� q{qi �— 0 1 3.5 5'.�- SCALE n FEET 206 LF -- 65 LIC o D sx -� / _ -" / / ,1 \L nogz. o D ss 50 I WENT 0 x55 STA 0+00� ]] LF ." A \ \. Q T 0 \ O� A CONSTRUCT INLET I 27' RCP O OAx -� 1AB AZ � O O T Oy � scA¢ ry FEET 15" RCP _ 0 052x � _ / F �' � W i. TIN EXISTING /� A� �21" /i'" / ( 21 PIP . S.D. PIPE. 111 s roRM MII-z STA a+62 y J - • \ �INLET N2'R 411• \L OPT` �j\.POND. 027 \\ \ WEST END FIELDSTONE SO�OQ� \ `_4 /" 1 \\ STORM DRAIN _`SS/O_`l / \� YPE 'R' CURB INLET ' q e ryvJP D \ A OiG�L / 41 21" o RCP vm a 'v2 N s N \ Q O QI N� •1� 225 L.G_ 27" RCP i / \•\ OOAx 1 / /, !/ �® 0 \ •� N INLET I9 1 \\\ \ 10 CURB INLET CURB INLET P�����7�H� IJ \ \ P _ STA 1+61 F p 10 TYPE •� E STA oaoo fiv-\ A H / \, \�\ INLET 4T # �G POND 2] T ET �AILLL ry NFmL l STORM MH-J STORM 'N 19, • 26 STA INLETOX41 NOTE PRESSURE SEAL STORM PIPE. �TPE. CUT Li II AIL RF IjIPFD. O w -. :OI1M MO-1 SITE 2+A9 j.III- \ \ I�� / ylm .. ..a�. =a _ . _ __ .` ,t �Ii mL Uyrt. FITPo'll 1 BY COLORADO ' ADDITIONAL FIELDSTONE \ P\�O 1-800'922'11987 76 LF, 2] RCP I STORM GRAIN - \ A L EXIST. ,ROUND - ^' 874x8700"� O 04R L' 5 I 11 \�Qo. \tn \•\ 4915 - --- -� `- -- -_ '1915 _ S CLASS 0. It It'RETE ENCASEMENT III !A LIN SHEET 20. PROP, PRESSURE SEAL ALL STORM PIPE. City of Fort Collins, Colorado�• 61 L.F. 30� 12 ADC - - —1 j INLET 023 s rrPE R '' �\ GRADE TR U,ITY PLAN APPROVAL 1z _I10 eusx 1 CURE INLET \ \ \ 4910 z.rR HGL 4910 APPROVED: DirtelPr of Do2meari0y Date STORM MEI n+96 \ 41 L.G 140 LG HDPE O 4.257. - CHECKED BY : star a wastewater uuuy (I '� 0 POND 27 OUTLET P0�_ INLET 019 'R' 1 .� \ 0 4% 0 10 35 50 CHECKED BY: A ,t- � 10' TYPE 64 L L 1 CURB INLET 18' RCP 00.5x // \ ! \�•� INLET X25 10' TYPE 'R' 4905 ^ 4905 staRa,¢'. _ DeM STA 1+62 7 CURB INLET __e s Ei 0 11 2555 CHECKED BY: Parks STA 12+43 is �3 8 RAcrtepop Cole SCALE IN FEET l� ozz� ozj CHECKED BY: NOTE: PRESSURE SEAL ALL STORM PIPE. ALL RCP IS CLASS M. FOR CONCRETE �.".. 4900 Uzi ��i3 4900 Date SHEET CHECKED BY: ENCASEMENT, SEE DETAIL ON 20 \ 0+C0 1+00 2+00 Data IN 0 n Lo '11 'z Oil Wp �� E s Ez za ,jtE - _- x& is & _. i E an .. 44 LF_ 18 RCP_ 0 0.50E 162 Lit, 30" ADS N-12 PIPE 76 L F 225 LF. 27' RCP 204 L➢. 27` RI P 65 L.I. 151 L F 15" RCP 315 L.F 15' RCP 47 L''. 4915 z--- 4915 0 0,50% 27" RCP 0 40R O. _'_ O 0 40% 24' RCP O 0.40E - _ 0 0.40% 15' RCP SIX - .m EJ 2-YR HGL 2 0.40% 0 0.40E 0 0.41 it ADDITIONAL arc 1 o FIELDSTONE 8I3 s 4920 STORM DRAIN 49I0 4910 1920 .- E-1.. m m 0U 2-YR HGL _______ _________ _ -. - _- - \- __ _ _ _—___ _u_�.-__� _ ______________—_ _ 4915 -GONG. 4905 4905 4915 _ _ _ _ _ Ervra;EMcNr OLE IT, Lt 4910 1D D 4910 4900Utz- - 4900 N 1 h P _fir 0 CONCRETECON,WLH EN^_ASLMfNT PP GEED CONCRETE- DEFLECT ENfASENLLI WATER MAIN BURY UNDER 6" TOPSOIL CON .'•L"E GO E ENCASEMENT DOWN BELOW 4905 Ii 4905 12' DEEP x 1.5' LONG 15' ENC 4EMFNT I. Z]" RCPT (TOP EL.=WOB.S) WIPE CENTERED ON CHANNEL _ 9 TYPE ''L') RIPRAP ip'' % 1'�L Ip ON 12' CDCH LCN CLASS A REDOING o Dcx Lra1. At 5 FIELDSTONE AND BLACKSTONE y' PIPE STORM DRAIN 4915 Jr 15 4915 T / " E%IST. rE TO ROUND 4910 EXIST, GRADE 4910 211' PIPE z 2-YR, HGL CONCRETE - H ENCASEMENT • mN _o 4905 WEST END 4905 a < e FIELDSTONE - omIN+I+ mq r r STORM DRAIN ID- ' +* _ o ro' ' _. I, o _ 'o - o' -_ _ b3 z' �d „zz u,zi W== _ �� �= 4900= 4900 0+00 1+00 2+00 3+00 4+00 5+00 6+00_- 7+00 8+00 9+00 10+00 11+00 12+00 0+00 1+00 MPM_ TPp Engineering Consultants STONE RIDGE P.U.D. FIELDSTONE DRIVE AND BLACKSTONE DRIVE "NOBYDATE 'CIOTT I'' LULY1994 503-005 �3DI.� - I ' - TVII IT "° THIRD FILING STORM DRAIN I RENSICN DESCRIPTION EROSION LUDIS L 4A1 USE ONL, LI N P L A T T E D NORTH AMERICAN GREEN P-3DD. ERoSON CONTROL MAT_ SEE DRAINAGE PLAN. NORTH AMERICAN GREEN P-300 ONLY 20'A x WE 2-30"0 ADS N-12 CULVERTS K DEEP SEE BIKE PATH CULVERT CLAASS S 12 RIP -RAP DETAIL - SHT. 21 M/12" TYPE Q REDOING SEE DRAINAGE PLAN. 24 x24* AREA AROUND INLET TO BE PROTECTED W/ 12" BOULDERS GROUTED IN PLACE. iI - 48" CL E RCP / 18' BOULDERS GROUTED IN PLACE \ _ `. -\ _\II -. SEE DETAILS.-SHT 19> .NI l0' SEE DETAILS ESE E\ SHEET 19 1 (CPERRj ACE OT NE �\�, •�/� CON .CUTOFF - \9E DETAIL Olt (G v 18' RCP TO BE REMOVED \ ` HERE. 0 10 25 50 • a _ _ J KPi, 0 1 25 5 165 _ .� / a4xs`aaA s ALF N FEET / •/ .° L City of Fort Collins, Colorado ,� UTILITY PLAN APPROVAL •91� A .w / xA APPROVED: UBedor of Brykxrlry Oek _ ) CHECKED BY: �� , • /%� A Oder k IluleReter UWdf Dek CHECKED BY: Sarm eter Uubty Dek //�� I �• / CHECKED BY: •. •y I �� , 1�/; , Perlu k Necm.Uen B.k B CHECKED BY Dek CHECKED BY: Dek wn N� o$ Sg MI EXISTING GROUND TOP OF °' n 4"e • W _ __ - _ - _ — _ si AND NEST BANK- W It 1'1g `19$ AFTER INSTALLATION OF SEED k MUICH, _ / INSTALL NORTH AMERICAN GREEN P-TOO 4920 4910 `-_ _ -_ PIFLBWLINE 100 FIR HCL \ / / 4910 EROSON CONTROL MAT. T6TTACH t0 _ _ GROUND PER MANUFACT JR S RECOMMENDATIONS. -- INSTALL FROM FLONllNE UP SOESLOPES TOP OF - 4K AS SHOWN IN PLAN VIEW. NORTH 1 -1 - 1 BANK _ a O. BS 1 _ — _ _ — _ — —__ OF EAST TNF ' L-s.__-L_ .� -I r_'� CHANNEL B wEsr u� ° EXISTING ceou. -_-- __— -� - - -_'-_SOUTH o. _.. __. 1. _ 4900 '3' .v --y '• -9R� 100 YR HGL 0+ 0 H00 2a00 3+00 4+00 I TOP sourH T uw. G'y.Sp; -.T GROUND BANK TOP 1iIXITH - PnovosEO FtoxuNE BANK88 1 TH . 3 o MIN F -r TIP Ci4 w 1 6 BANK 3 Fnn1t \ 3LO MIN. °jr r 4900 20' MDE x t8 DEEP 44-30 TOP SOG' !.. TOP SOuiN 4900 4920 4920 - CLASS 12R1PRAP OVER - HA.NM �.>! ADS N-12 16ANR14 t2" DEEP TYPE B BEDDING -�I�- AFTER MNORTH AME OF SEED d: P-30 JI ES `J JS; Ev ry, HIND INSTALL NORTH AMERICAN GREEN ATTACH T �I A sh u g 'D0 YP 'sI - EROSION CONPER MANUFACTURERS MAT. ONLY AECOM TO GROUND PER MANUFACTURERS RECOMMENDATIONS - - INSTALL FROM PL4EUP yDESLOPES AS SHORN IN PLAN AN NEPW CHANNEL A — — — — — a c_1 vft 4890 _ ., -_ -_.-�. 4880 4910 _ zWIN. 4910 I']EE DETAILS CUT 19) BA%V CHANNEL C 18" BOULDERS yl. GROUTED IN PLACE gl JU L3. DRCPCSEO FLC WIJNE 8 HER _ _ ae" IIDPE 5'' SMOOTH INTERIOR o 0 00 1+00 2+00 I 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 0+00 1+00 RPM TPM Engineering Consultants STONE RIDGE P.U.D. CHANNEL PLAN & PROFILE u[1, 1y94 .-N.:13a THIRD FILING A, B. & C 21 18 NO I BY I DATE I REASON DESCRIPTION ' O_ 10' _ 5'-0 I1U 5'FP°. a '2 L ae' HDPE s �nory _ IN TERIIXR PIPE I 6 fR� GUARD POSTS (a TOTAL) PLAN 24' DESIGN DEPTH 100 YR. STORM EL. 4898.0' 8 2 _I FLOW IC 6-0' 10' rHAFTED INVERT -- -. II 4896.0' _ RASH RACK Gr �r-� 1 BOULDER$ G OTED IN P OCE X5012' 1 - I 48' HDPE SLOPE 1/a'/FT. /1 IE SMOOTH TO DRAN NTERIOR IF 48860 OI PIPE 0 DISCONTINUE STR, - A 05 BARS O PIPE U5012' BEARING (3 PLACES) C CLASS B FILTER MATERIAL ELEVATION DROP OUTLET BOX DETAIL NTS 2' CC tY _ rvI EL. 6686.0� -14 48850'­A10 X5 j 0 12' SHAPE/SLOPE BOTTOM W/ GROUT PLACE BOULDERS IN STAIRSTEP FASHION ON SLOPE WITH FLA1M1 SURFACE SET HORZ'. . IAND ON THE TC; - TOP i0 BOULDER ... ,NNY - LOP OF YCGUT ♦ r GROUT LAYER HOR Dr DEPTH OF ROCK LAYER WHICH IS EQUIVALENT TO THE MINIMUM BOULDER Dr r- SIZE _ SEE TABLE THIS 1 SURFACES OF SHEET. BOULDERS ABOVE TOP BE GROUT ' D9 = DEPTH OF GROUT LAYER ` TO REMAIN CLEAN SEE TABLE BELOW AND AND FREE OF CRC_ SPECIFICATIONS. Dr Dg 18 12 1z e DINENSONS IN INCHES -PREPARED — SUBGRADE NOTE. BOULDERS SHALL BE ANGULAR. SEDIMENTARY ROCK IS NOT ACCEPTABLE. MIN. SPECIFIC GRAVITY = 2.50 TYPICAL GROUTED BOULDER PLACEMENT NEW TPM m� oFSl SED w¢KED. JoLY 1994 503-005 USE 90' ELBOW TO OUTLET PIPE AT LEVEL OF GROUT. CLEAN EXCESS GROUT AND PROVIDE SLOPE FOR FREE DRAINING. WEEP DRAIN MANIFOLD (END NEW) a' ADS PERFORATED PIPE (OR APPROVED EQUAL) PROVIDE s" TEES TO OUTLET PIPES AND END CAPS AS REQUIRED. SEE PLAN FOR LOCATOR. a- ADS NON -PERFORATED PIPES (OR APPROVED EQUAL) SPACED 10' O.C. MAX. MAY BE ADJUSTED TO FIT BETWEEN BOULDERS. CRUSHED OR PUNCTURED PIPE SHALL BE REPLACED. -_ .. 1 . L 1 PUCE C 6' FABRIC OVER GRANULAR MATERIALL TO TO PRESENT SEE DETAIL THIS 12 - CON iAMINAIIONBYBY GROUT SHEET FOR GROUTED MIN" BOULDER CONSTRUCTION GRANULAR WEEP DRAIN FILTER MATERIAL. MIN. 6' THICKNESS SUBGRApE PREPARATION SURROUNDING PIPE SYSTEM AT ALL POINTS WEEP DRAIN SYSTEM -TYPE B TYPICAL [ 1/2" . 2 1/2" . 1/8' - EACH SIDE W/ 3/4" �. VAEMANIITB ANhI(XR .—. a...'. iVbLJUL„ Lr 1/4- ROUND OR SObARE 00 CONTINUOUS 0" TO Q SPACING LP 23 RODS) m n T I/2'.3' R TYP ' 7-6. v 12. (TW.) m NOTES 1, A,L STEEL USED FOR THE CONSTRUCTION OF THE TRASHRAGK SHALL BE HOT DIP GALVANIZED AFTER WELDING AND FABRICATION. 2, CONTRACTOR SHALL FIELD VERIFY ALL INLET STRUCTURE MEASUREMENTS PRIOR TO CONSTRUCTION OF TRASHRACK. 3. TRASHRACK TO BE CONSTRUCTED IN ONE SEPARATE SECTION. 6. ALL STEEL IN TRASHRACK TO BE A-36. TRASHRACK PLAN NTS FINAL PLACEMEN APPROVED BY THE DESIGN ENGINEER PRIOR TO GROUTING. BEFORE GROUTING, CLEAN ALL DIRT AND MATERIALS FROM ROCK THAT COULD PREVENT THE GROUT FROM BONDING TO ROCK. 3. PLACE GROUT BY INJECTION METHODS AND USE A PENCIL 'VIBRATOR TO FILL THE VOIDS TO THE SPECIFIED GROUT DEPTH. CLEAN EXCESS GROUT FROM ALL EXPOSED SURFACES. THE DESIGN ENGINEER SHALL OBSERVE THE ENTIRE GROUTING PROCESS. 4. ME CONTRACTOR SHALL CONTROL GROUT NIX AND PLACEMELT PPOCEbRES TO ACHIEVE ME SPECIFIED THICKNESS AND GRADE OF THE GROUT LAYER EngineeringConsultants B' DOWNSTREAM CUTOFF WALL pCS O 12- O.C. EACHWAY (CENTER IN WALL) I Y 1 1 I MAIN CHANNEL EARTHEN. TRICKLE CHANNEL SECTION e B REQUIREMENTS FOR GROUT* CEMENT.. LYRE 11, 6 SACKS/C.Y. AGGREGATE 30% 3/8-INCH COARSE ROCK TOR NATURAL SAND (FINES) COMPRESSIVE STRENGTH 2000 ps, MIN. AT 28 DAYS SLUMP ]' z 2" AIR ENTRAINMENT 7.5R 3 1.5% FIBER REINFORCEMENT 1.5 CBS./OR. RBERMESH OR APPROVED EQUIVALENT ..A MAXIMUM OF 25% FLY ASH MAY BE SUBSTITUTED FOR THE CEMENTITICUS MATERIAL STONERIDGE P.U.D., THIRD FILING FORT COLLINS, COLORADO CHANNEL 'A' CUTOFF WALL LOOKING UPSTREAM CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 MR 534-6700 NCI° CALL � 9UWMRA DAYS IN ADVANCE FOR THE MARKINKI OF UNESEROPROUND WEAK" UTUTIES City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: Director of Enameerine Bete CHECKED BY: Feter a( X.rte ler uUtiE Date CHECKED BY: '� r�/i� .�� Blormaeler UUtily RUN CHECKED BY: Perk A Itereetion Rate CHECKED BY'. Date CHECKED BY: DROP INLET &CHANNEL N19 'A' DETAILS 21 REVISION