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Drainage Reports - 10/26/1993
EVALUATION OF THE IMPACT OF THE PROPOSED EVERGREEN PARK P.U.D., SECOND FILING DRAINAGE CONDITION ON MASTER PLAN DETENTION FACILITIES SUBMITTED TO: R.J. Develco 605 South College Avenue Fort Collins, CO 80524 SUBMITTED BY: Lidstone & Anderson, Inc. 736 Whalers Way, F-200 Fort Collins, CO 80525 August 19, 1993 1] I Introduction The Evergreen Park P.U.D. is a residential tract at various levels of development located in northeast Fort Collins located near the intersection of Conifer and Redwood Streets. The development is located in the Evergreen Park/Greenbriar Outfall Drainage Basin and is therefore subject to the conditions specified in the Master Drainage Plan for that basin [on -going study by LA, 1992-931. A location map of the Evergreen Park study area is given in Figure 1. The Second Filing of the Evergreen Park P.U.D. straddles the boundary between Master Plan Basins 2 and OA. The drainage pattern for the Second Filing proposes to divert a portion of Basin 2 to Basin OA, and a portion of Basin OA to Basin 2. However, the proposed diversions do not constitute an equal exchange in drainage area. Consequently, it was recognized that there may be an impact to the Master Plan detention facilities. The detention facilities which are subject to being impacted by the proposed drainage pattern are the Redwood Pond (formerly Pond 2) at the intersection of Conifer and Redwood Streets, and the Evergreen East Pond (formerly Pond OA) near the intersection of Lemay Avenue and Conifer Street. The purpose of this study was to analyze the proposed drainage pattern in the context of the Master Plan in order to identify all impacts on the Master Plan detention facilities. The scope of this study was limited to the hydrologic analysis, using the EPA Stormwater Management Model [SWMM], of the proposed drainage condition. Proposed Drainage Plan The drainage plan proposed by The Engineering Company [TEC] for the Evergreen Park P.U.D., Second Filing (Phases 1 and 2) is shown on Sheet 1. The Master Plan drainage basin boundaries in the vicinity of the Second Filing are superimposed on the TEC plan. As shown on Sheet 1, a 1.05-acre area along Foxtail Street is proposed to be diverted from Basin 2 to OA; a 2.74-acre area along Sugarpine Street is proposed for diversion from Basin OA to 2. Consequently, the drainage pattern would result in a net diversion of 1.69 acres from Basin OA ' to Basin 2. I Hydrologic Analysis and Results of the Study The Master Plan SWMM model was modified to reflect the proposed basin area changes to Basins 2 and OA. Prior to the diversions, the areas of the two basins were both approximately 50 acres. Therefore, the diversions represent a net change in basin area of about 3.5 percent. Since the total change in area is relatively small, the basin width and other parameters were not adjusted. The Master Plan SWMM model schematic for the southeast area of the Evergreen Park/Greenbriar Outfall Drainage Basin is given in Figure 2. The 100-year return period event was analyzed for the proposed condition and comparisons made to the Master Plan condition. A summary of the comparison between Master Plan and proposed Evergreen Park drainage conditions is provided in Table 1. The table indicates a slight increase in storage in the Redwood Pond and slight decrease in storage in the Evergreen East Pond. Correspondingly, the results reveal an increase of 0.3 cfs in the 100-year outflow from the Redwood Pond and a 0.2 cfs decrease in the 100-year discharge from the Evergreen East Pond. Since the outflows from these two ponds coalesce in an open channel before passing under Lemay Avenue, there is no net impact to downstream facilities. The total downstream 100-year discharge in both cases is 45 cfs. The full SWMM output for the proposed condition is included at the end of this report. 2 1.", [ ... -E tILLOX w 6• \ Q 3 J \F \ w Brnlrtame tr a ' \ ».0 ' J \ J w\ .... '0 ;, z CONIFER ST. w STUDY AREA i 1 E Vj.. D,1vi 1 L 1.1....i.1 C.I. o�,' �Y � -NA6,LU r / < _ w —cnN° St , PaneFe 5. , • I 16, C. Figure 1. Location Map for the Evergreen Park Study Area. 3 MSM Ic WM IE Figure 2. IIIEENMWI Pure MINI, RA[M IR MAIN" IA 121 R.Tn lI oINENNeu mulls Pmm PI (NG I - CUM MO POND x) MSM x Rmrool Pollo (PINR x) WIN OR R[INWD POND OVRLt CMUMCI LEGEND O BASIN CNANNEL/PIPE O NODE aDETENTION POND/ ON -SITE DETENTION YRASIN w,v w roNo a) rm POMD 115 311 Paxl NAr ul WIrALL WTUT CN.WNEt Schematic Diagram for the Hydrologic Model for Master Plan Conditions (Southeast Area). 11 II ' Table 1. Summary of Results for the Master Plan Detention Facilities. 100-Year Maximum Storage Maximum Ponded Facility Discharge Volume Water Surface (cfs) (Ac • ft) Elevation (0) Redwood Pond Master Plan 16.8 8.5 4,958.8 With Evergreen 17.1 8.8 4,958.9 Park Diversions Evergreen East Pond Master Plan 18.9 8.3 4,954.5 With Evergreen 18.7 8.1 4,954.5 Park Diversions 5 DETENTION ANALYSIS SWMM OUTPUT FOR THE 100-YEAR EVENT II 2 1 1 2 3 4 WATERSHED 0 EVERGREEN PARK/GREENBRIAR STORM DRAINAGE -- SOUTHEAST AREA 8/13/93 CLD LA,INC DEVELOPED CONDITION MASTER PLAN w/EVERGREEN PARK MODIFICATIONS 100-YEAR STORM 180 0000 5. 1 1. 1 25 5. .60 .96 1.44 1.68 3.00 5.04 9.00 3.72 2.16 1.56 1.20 .84 .60 .48 .36 .36 .24 .24 .24 .24 .24 .12 .12 .12 0. -2 2.19 .05 .0071 120 201240.13.97 40.9 .037 .016 .035 .1 .50 121 20 440. 9.29 0.0 .016 .016 .040 .1 .50 122 23 700. 4.3 0.0 .010 .016 .035 .1 .50 123 20 750 6.06 40.0 .010 .016 .035 .1 .50 124 231000. 16.0 5.0 .012 .016 .035 .1 .50 ` flfd/ 112 374300.50.83 49.9 .008 .016 .035 .1 .50 aol5in o� �modi 113 2124200.48.46 40.0 .004 .016 .035 .1 .50 114 3104900.49.41 40.0 .005 .016 .035 .1 .50 BaOin �f} (mo0i�ifd� 115 3116000.69.30 40.0 .004 .016 .035 .1 .50 9 120 121 122 123 124 112 113 114 115 9 120 121 122 123 124 112 173 114 115 0 23 24 4 2 .1 1000. .0001 0. 0, 1,21 0.56 3.76 0 24 20 3 10. 0 2D 21 3 10. 0 21 22 11 2 .1 1000. .0001 0. 0. 0.22 0. 0.58 0.86 1.5 0.97 2.0 1.10 1.83 3.5 6.38 4.0 7.56 0 22 37 3 10, 0 37 308 3 10. 0 308 263 6 2 .1 1000. .0001 0. 0. 0.06 1.8 0.74 5.64 13.8 9.33 17.7 ' 0 263 211 3 10. 0 211 212 1 5.0 1100. 0.0025 4. 0 212 309 3 10, ' 0 309 265 6 2 .1 100D. .0001 0. 0. 0.09 2.3 1.00 6.60 24.0 10.30 29.0 0 265 267 3 10. 0 310 267 7 2 .1 1000. .0001 0. 0. 2.23 0. 2.91 6,36 14.7 7.1 16.7 9.4 0 267 3 10. 0 311 268 2 2 .1 1000. .0001 0. 0. 12.5 13.0 0 268 3 10. 11 23 20 21 308 211 212 3119 265 310 267 311 ' 11 23 20 21 308 211 212 309 265 310 267 311 ENDPROGRAM FDf0D 5 71a, DNT Every reen 6✓enlb✓(ci - mn-) frplcw 5wMM ihea5-� Ao ecl wry doe ytlec� cu ho5 �'5 .100 • - G✓eM be,, Palk bond 1.52 7.88 2.08 .100 ]30 0.5 0.73 pond (TbnA 1� 2.5 1.51 4.5 .100 6.8 2.58 :1:1 ke4vjood P6n6 (Panda) .1 4. 0.035 2.8 .100 :1810 f ?ona 013 9.0 3.30 .100 Eve/ n FA5•17und 2.0 433 9.2 (wreena014) 21. .100 Bond NA V ENVIRONMENTAL PROTECTION AGENCY - STORM WATER MANAGEMENT MODEL DEVELOPED BY METCALF * EDDY, INC. UNIVERSITY OF FLORIDA WATER RESOURCES ENGINEEERS, INC. (SEPTEMBER 1970) UPDATED BY UNIVERSITY OF FLORIDA (JUNE 1973) HYDROLOGIC ENGINEERING CENTER, CORPS OF ENGINEERS MISSOURI RIVER DIVISION, CORPS OF ENGINEERS (SEPTEMBER 1974) BOYLE ENGINEERING CORPORATION (MARCH 1983) TAPE OR DISK ASSIGNMENTS FDJDo5Eb, DUT the/99uen /6(eeobr4,- Mu54"p)411 5 Mt-'( 5ovfhea5�- h((r4 wr ff. mDdi i1ca�1on0 dot io G_veiy/Pert (�urk�candFr(rr1�. JIN(1) JIN(2) JIN(3) JIN(4) JIN(5) JIN(6) JIN(7) JI N(8) JIN(9) JIN(10) 2 1 0 0 0 0 0 0 D 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 "' ENTRY MADE TO RUNOFF MODEL `•• EVERGREEN PARK/GREENBRIAR STORM DRAINAGE -- SOUTHEAST AREA 8/13/93 LLD LA,INC DEVELOPED CONDITION MASTER PLAN w/EVERGREEN PARK MODIFICATIONS 100-YEAR STORM NUMBER OF TIME STEPS 180 INTEGRATION TIME INTERVAL (MINUTES) 5.00 1.0 PERCENT OF IMPERVIOUS AREA HAS ZERO DETENTION DEPTH FOR 25 RAINFALL STEPS, THE TIME INTERVAL IS 5.00 MINUTES FOR RAINGAGE NUMBER 1 RAINFALL HISTORY IN INCHES PER HOUR .60 .96 1.44 1.68 3.00 5.04 9.00 3.72 2.16 1.56 1.20 .84 .60 .48 .36 .36 .24 .24 .24 .24 .24 .12 .12 .12 .00 EVERGREEN PARK/GREENBRIAR STORM DRAINAGE -- SOUTHEAST AREA 8/13/93 CLD LA,INC DEVELOPED CONDITION MASTER PLAN M/EVERGREEN PARK MODIFICATIONS 100-YEAR STORM SUBAREA GUTTER WIDTH AREA PERCENT SLOPE RESISTANCE FACTOR SURFACE STORAGE(IN) INFILTRATION RATE(IN/HR) GAGE NUMBER OR MANHOLE (FT) (AC) IMPERV. (FT/FT) IMPERV. PERV. IMPERV. PERV. MAXIMUM MINIMUM DECAY RATE NO -2 0 0. .0 .0 .0300 .013 .250 .062 .184 2.19 .05 .00710 120 20 1240. 14.0 40.9 .0370 .016 .035 .100 .500 2.19 .05 .00710 1 121 20 440. 9.3 .0 .0160 .016 .040 .100 .500 2.19 .05 .00710 1 122 23 700. 4.3 .0 .0100 .016 .035 .100 .500 2.19 .05 .00710 1 123 20 7500. 6.1 40.0 .0100 .016 .035 .100 .500 2.19 .05 .00710 1 124 23 1000. 16.0 5.0 .0120 .016 .035 .100 .500 2.19 .05 .00710 1 112 37 4300. 50.8 49.9 .0080 .016 .035 .100 .500 2.19 .05 .00710 1 113 212 4200. 48.5 40.0 .0040 .016 .035 .100 .500 2.19 .05 .00710 1 114 310 4900. 49.4 40.0 .0050 .G16 .035 .100 .500 2.19 .05 .00710 1 115 311 6000. 69.3 40.0 .0040 .016 .035 .100 .500 2.19 .05 .00710 1 TOTAL NUMBER OF SUBCATCHMENTS, 9 TOTAL TRIBUTARY AREA (ACRES), 267.62 HYDROGRAPHS WILL BE SAVED FOR THE FOLLOWING 9 SUBCATCHMENTS FOR SUBSEQUENT USE WITH UDSWM2-PC 120 121 122 123 124 112 113 114 115 1 EVERGREEN PARK/GREENBRIAR STORM DRAINAGE -- SOUTHEAST AREA 8/13/93 CLD LA,INC DEVELOPED CONDITION MASTER PLAN w/EVERGREEN PARK MODIFICATIONS 100-YEAR STORM HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 9 SUBCATCHMENTS - AVERAGE VALUES WITHIN TIME INTERVALS $asAv4 nano+% 1A 13 -C 1D 16 �(' Og 014 Ov TIMEIR/MIN) 120 121 122 123 124 112 113 114 115 0 5. 0. 0. 0. 0. 0. 0- 0. 0. 0. 0 10. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0 15. 4. 0. 0. 3. 1. 8. 6. 7. 8. 0 20. 8. 0. 0. 4. 1. 25. 18. 21. 26. 0 25. 14. 0. 0. 7. 2. 49. 36. 40. 51. 0 30. 37. 3. 4. 26. 11. 115. 86. 96. 123. 0 35. 93. 20. 19. 52. 48. 283. 222. 249. 317. 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D. 0. 7 20. 0. 0. 0. 0. 0. 0. 0. 0. 0. 7 25. 0. 0. 0. 0. 0. 0. 0. 0. 0. 7 30. 0. 0. 0. 0. 0. 0. 0. 0. 0. 7 35. 0. 0. 0. 0. 0. 0. 0. 0. 0. 7 40. 0. 0. 0. 0. 0. 0. 0. 0. 0. 7 45. 0. 0. 0. 0. 0. 0. 0. 0. 0. 7 50. 0. 0. 0. 0. 0. 0. 0. 0. 0. 7 55. 0. 0. 0. 0. 0. 0. 0. 0. 0. 8 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 8 5. 0. 0. 0. 0. 0. 0. 0. 0. 0. 8 10. 0. 0. 0. 0. 0. 0. 0. 0. 0. 8 15. 0. 0. 0. 0. 0. 0. 0. 0. 0. 8 20. 0. 0. 0. 0. 0. 0. 0. 0. 0. 8 25. 0. 0. 0. 0. 0. 0. 0. 0. 0. 8 30. 0. 0. 0. 0. 0. 0. 0. 0. 0. 8 35. 0. 0. 0. 0. 0. 0. 0. 0. 0. 8 40. 0. 0. 0. 0. 0. 0. 0. 0. 0. 8 45. 0. 0. 0. 0. 0. 0. 0. 0. 0. 8 50. 0. 0. 0. 0. 0. 0. 0. 0. 0. 8 55. 0. 0. 0. 0. 0. 0. 0. 0. 0. 9 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 9 5. 0. 0. 0. 0. 0. 0. 0. 0. 0. 9 10. 0. 0. 0. 0. 0. 0. 0. 0. 0. 9 15. 0. 0. 0. 0. 0. 0. 0. 0. 0. 9 20. 0. 0. 0. 0. 0. 0. 0. 0. 0. 9 25. 0. 0. 0. 0. 0. 0. 0. 0. 0. 9 30. 0. 0. 0. 0. 0. 0. 0. 0. 0. 9 35. 0. 0. 0. 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EVERGREEN PARK/GREENBRIAR STORM DRAINAGE -- SOUTHEAST AREA 8/13/93 LLD LA,INC DEVELOPED CONDITION MASTER PLAN WEVERGREEN PARK MODIFICATIONS 100-YEAR STORM *** CONTINUITY CHECK FOR SUBCATCHMEMT ROUTING IN UDSWM2-PC MODEL *** WATERSHED AREA (ACRES) 267.620 TOTAL RAINFALL (INCHES) 2.880 TOTAL INFILTRATION (INCHES) .116 TOTAL WATERSHED OUTFLOW (INCHES) 2.427 TOTAL SURFACE STORAGE AT END OF STRRM (INCHES) .337 ERROR IN CONTINUITY, PERCENTAGE OF RAINFALL .000 EVERGREEN PARK/GREENBRIAR STORM DRAINAGE -- SOUTHEAST AREA 8/13/93 CLD LA,INC DEVELOPED CONDITION MASTER PLAN W/EVERGREEN PARK MODIFICATIONS 100-YEAR STORM WIDTH INVERT SIDE SLOPES OVERBANK/SURCHARGE GUTTER GUTTER NDP NP OR DIAN LENGTH SLOPE HORI2 TO VERT MANNING DEPTH JK NUMBER CONNECTION (FT) (FT) (FT/FT) L R N (FT) 23 24 4 2 PIPE .1 1000. .0001 .0 .0 .100 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 1.2 .6 3.8 1.5 7.9 2.1 24 20 0 3 .0 10. .0010 .0 .0 .001 10.00 0 20 21 0 3 .0 10. .0010 .0 .0 .OD1 10.00 0 21 22 11 2 PIPE .1 1000. .0001 .0 .0 .100 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .2 .0 .6 .5 .7 1.0 .9 1.5 1.0 2.0 1.1 2.5 1.5 3.0 1.8 3.5 6.4 4.0 7.6 4.5 22 37 0 3 .0 10. .0010 .0 .0 .001 10.00 0 37 308 0 3 .0 10. .0010 .0 .0 .001 10.00 0 308 263 6 2 PIPE .1 1000. .0001 .0 .0 .100 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 1.8 .7 6.8 2.6 11.1 5.6 13.8 9.3 17.7 263 211 0 3 .0 10. .0010 .0 .0 .001 10.00 0 211 212 0 1 CHANNEL 5.0 1100. .0025 4.0 4.0 .035 2.80 0 212 309 0 3 .0 10. .0010 .0 .0 .001 10.00 0 309 265 6 2 PIPE .1 1000. .0001 .0 .0 .100 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 2.3 1.0 9.0 3.3 18.0 6.6 24.0 10.3 29.0 265 267 0 3 .0 10. .0010 .0 .0 .001 10.00 0 310 267 7 2 PIPE .1 1000. .0001 .0 .0 .100 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 2.2 .0 2.9 2.5 4.3 9.2 6.4 14.7 7.1 16.7 9.4 21.0 267 0 0 3 .0 10. .0010 .0 .0 .001 10.00 0 311 268 2 2 PIPE .1 1000. .0001 .0 .0 .100 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 12.5 13.0 268 0 0 3 .0 10. .0010 .0 .0 .001 10.00 0 TOTAL NUMBER OF GUTTERS/PIPES, 16 EVERGREEN PARK/GREENBRIAR STORM DRAINAGE -- SOUTHEAST AREA 8/13/93 CLD LA, INC DEVELOPED CONDITION MASTER PLAN WEVERGREEN PARK MODIFICATIONS 100-YEAR STORM ARRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES GUTTER TRIBUTARY GUTTER/PIPE 20 24 0 0 0 0 0 0 0 0 0 21 20 0 0 0 0 0 0 0 0 0 22 21 0 0 0 0 0 0 0 0 a 23 0 0 0 0 0 0 0 0 0 0 24 23 0 0 0 0 0 0 0 0 0 37 22 0 0 0 0 0 0 0 0 0 211 263 0 0 0 0 0 0 0 0 0 212 211 a D 0 0 0 0 0 0 0 263 308 0 0 0 0 0 0 0 0 0 265 309 0 0 0 0 0 0 0 0 0 267 265 310 0 0 0 0 0 0 0 0 268 311 0 0 0 0 0 0 0 0 0 308 37 0 0 0 0 0 0 0 0 0 309 212 0 0 0 0 0 0 0 0 0 310 0 0 0 0 0 0 0 0 0 0 311 0 0 0 0 0 0 0 0 0 0 HYDROGRAPHS WILL BE STORED FOR THE FOLLOWING 11 POINTS 23 20 21 308 211 212 309 311 TRIBUTARY SUBAREA D.A.(AC) 120 121 123 0 0 0 0 0 0 0 49.6 0 0 0 0 0 0 0 0 0 0 49.6 0 0 0 0 0 0 0 0 0 0 49.6 122 124 0 0 0 0 0 0 0 0 20.3 0 0 0 0 0 0 0 0 0 0 20.3 112 0 0 0 0 0 0 0 0 0 100.4 0 0 0 0 0 0 0 0 0 0 100.4 113 0 0 0 0 0 0 0 0 0 148.9 0 0 0 0 0 0 0 0 0 0 100.4 0 0 0 0 0 0 0 0 0 0 148.9 0 0 0 0 0 0 0 0 0 0 198.3 0 0 0 a 0 0 0 0 0 0 69.3 0 0 0 0 0 0 0 0 0 0 100.4 0 0 0 0 0 0 0 0 0 0 148.9 114 0 0 0 0 0 0 0 0 0 49.4 115 0 0 0 0 0 0 0 0 0 69.3 265 310 267 EVERGREEN PARK/GREENBRIAR STORM DRAINAGE -- SOUTHEAST AREA 8/13/93 CLD LA, INC DEVELOPED CONDITION MASTER PLAN W/EVERGREEN PARK MODIFICATIONS 100-YEAR STORM HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 11 CONVEYANCE ELEMENTS THE UPPER MLRLBER IS DISCHARGE IN CFS THE LOWER NUMBER IS ONE OF THE FOLLOWING CASES: ( ) DENOTES DEPTH ABOVE INVERT IN FEET (S) DENOTES STORAGE IN ACRE -FT FOR SURCHARGED PIPE OR DAM. DISCHARGE INCLUDES SPILLWAY OUTFLOW. (I) DENOTES GUTTER INFLOW IN CFS FROM SPECIFIED INFLOW HYDROGRAPH D DENOTES DISCHARGE IN CFS DIVERTED FROM THIS /CMblw/ Wc+l.d cW.d w2UTTER I 8 D4 (d2Q G� 6 TIME(HR/MIN)rb/k of1d0QpMq� 267 Fnr! Nkv 0 5. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. .O(S) .0( ) .O(S) .O(S) .0( ) .0( ) .O(S) .0( ) .O(S) .O( ) O. .O(S) 0 10. 0. O. 0. 0. 0. 0. 0. 0. 0. 0. .O(S) .0( ) .O(S) .O(S) .0( ) .0( ) .O(S) .0( ) .O(S) .O( ) 0. .O(S) 0 15. 0. 7. 0. 2. 0. 6. 1. 0. 0. 0. .O(S) .Oc ) .O(S) .1(S) .0( ) .0( ) .O(S) .0( ) .O(S) .O( ) 0. .1cs) C 20. 0. 12. 0. 3. 0. Is. 3. 2. 0. 2. .D(S) .0( ) .1(S) .2(S) .1c ) .0( ) .1(s) .0( ) .2(S) .Oc ) 0. .2(S) 0 25. 0. 20. 0. 5. 1. 37. 4. 4. 0. 4. .O(S) .Oc ) .3(S) .5(S) .3( ) .0( ) .4(S) .0( ) .5(S) .0( ) 1. .6(S) 0 30. 0. 66. 1. 8. 3. 88. 9. 6. 0. 6. .1(S) .0( ) .7(S) 1.3(S) .4( ) .O( ) .9(S) .0( ) 1.1(S) .0( ) 1. 1.4(s) 0 35. 0. 165. 4. 12. 5. 226. 15. 12. 2. 13. .6(S) .Oc ) 1.8(s) 3.2(S) .6( ) .0( ) 2.4(S) .0( ) 2.8(S) .0( ) 4. 3.6(S) 0 40. 1. 152. 4. 13. 8. 273. 20. 17. 10. 23. 1.3(S) .0( ) 2.9(S) 5.2(S) .7( ) .0( ) 4.2(S) .0( ) 4.7(S) .0( ) 6. 6.2(S) 0 45. 1. 85. 4. 15. 11. 186. 22. 21. 13. 32. 1.8(S) .0( ) 3.4(S) 6.4(S) .9( ) .0( ) 5.3(S) .0( ) 5.9(S) .0( ) S. 7.9(S) 0 50. 1. 67. 4. 15. 13. 137. 23. 22. 15. 37. 2.1(S) .0( ) 3.9(S) 7.2(S) .9( ) .0( ) 6.1(S) .0( ) 6.6(S) .0( ) 9. 9.0(S) 0 55. 1. 51. 4. 16. 14. 108. 24. 24. 17. 40. 2.4(S) .0( ) 4.2(S) 7.7(S) 1.0( ) .0( ) 6.7(S) .0( ) 7.1(S) .0( ) 10. 9.9(S) 1 0. 1. 40. 4. 16. 15. 87. 25. 24. 17. 42. 2.6(S) .0( ) 4.4(S) 8.1(S) 1.0( ) .0( ) 7.1(S) .0( ) 7.5(S) .0( ) 11. 10.5(S) 1 5. 1. 31. 4. 17. 16. 71. 25. 25. 18. 43. 2.8(S) M ) 4.6(S) 8.3(S) 1.0( ) .0( ) 7.4(S) .0( ) 7.7(S) .0( > 11. 11.0(S) 1 10. 1. 24. 4. 17. 16. 59. 25. 25. 18. 43. 3.0(S) .0( ) 4.8(S) 8.5(S) 1.0( ) .0( ) 7.7(S) .0( ) 7.9(S) .0( > 12. 11.3(S) 1 15. 1. 20. 4. 17. 17. 50. 26. 26. 18. 44. 3.1(5) .0( ) 4.9(S) 8.6(S) 1.1( ) .0( ) 7.8(S) .0( ) SAM .0( ) 12. 11.6(S) 1 20. 1. 17. 4. 17. 17. 45. 26. 26. 18. 44. 3.1(S) .0( ) 5.0(S) 8.7(S) 1.1( ) .0( ) 8.0(S) .0( ) 8.0(S) .0( ) 12. 11.8(S) d n OR)1 I 25. 1. 14. 4. 17. 17. 40. 26. 26. 44. 3.2(S) .0( ) 5.0(S) 8.8(S) 1.1( ) .0( ) SAM .0( ) 1(5) .0( > 12. 11.9(S) 1 30. 1. 12. 4. 17. 17. 36. 26. 26. 18. 45. 3.3(S) .0( ) 5.1(S) 8.8(S) 1.1( ) .0( ) 8.1(S) .0( ) 8.1(S) .0( ) 13. 12.0(S) 1 35. 1. 11. 4. 17. 17. 34. 26. 26. 18. 45. 3.3(S) .0( ) 5.1(S) 8.8(S) 1.1( ) .0( ) 8.2(S) .0( ) 8.0(S) .0( ) 13. 12.1(S) RCdwecd Aand 1 40. 1. 10. 4. 17. 17. 32. 26. 26. 18. 45. 3.3(S) .0( ) 5.2(S) 8.8(S> 1.1( ) .0( ) 8.2(S) .0( ) 8.0(S) .0( ) 13. 12.2(S) 1 45. 1. 9. 4. 17. 17. 31. 26. 26. 18. 45. 3.4(S) .0( ) 5.2(S) B.B(S) 1.1( ) .0( ) 8.3(S) .0( ) SAM .0( ) 13. 12.2(S) 1 50. 1. 8. 4. 17. 17. 29. 26. 26. 18. 45. 3.4(S) .0( ) 5.2(S) B.B(S) 1.1( ) .0( ) 8.3(S) .0( ) 7.9(S) .0( ) 13. 12.2(S) 1 55. 1. 7. 4. 17. 17. 27. 26. 26. 18. 44. 3.4(S) .0( ) 5.3(S) 8.8(S) 1.1( ) .O( ) 8.3(S) .0( ) 7.9(S) .0( > 13. 123(S) 2 0. 1. 6. 4. 17. 17. 26. 26. 26. 18. 44. 3.4(S) .0( ) 5.3(S) 8.7(S) 1.1( ) .0( ) 8.3(S) .0( ) 7.8(S) .0( ) 13. 12.3(S) 2 5. 1. 5. 4. 17. 17. 24. 26. 26. 18. 44. 3.5(S) .0( ) 5.3(S) 8.7(S) 1.1( ) .0( ) 8.3(S) .0( ) 7.7(S) .O( ) 13. 12.2(S) 2 10. 1. 4. 4. 17. 17. 23. 26. 26. 18. 44. 3.5(S) .0( ) 5.3(S) 8.6(S) 1.1( ) .0( ) 8.2(S) .0( ) 7.6(S) .0( ) 13. 12.2(S) 2 15_ 1. 4. 4. 17. 17. 22. 26. 26. 18. 44. 3.5(S) .0( ) 5.3(S) 8.6(S) 1.1( ) .0( ) 8.2(S) .0( ) 7.5(S) .0( ) 13. 12.2(S) 2 20. 1. 3. 4. 17. 17. 21. 26. 26. 17. 44. 3.5(S) .0( ) 5.3(S) 8.5(S) 1.1( ) .0( ) 8.2(S) .0( ) 7.4(S) .0( ) 13. 12.1(S) 2 25. 1. 3. 4. 17. 17. 20. 26. 26. 17. 43. 3.5(S) .0( ) 5.3(S) 8.4(S) 1.1( ) A( ) 8.1(S) .0( ) 7.3(S) .0( ) 13. 12.1(S) 2 30. 1. 3. 4. 17. 17. 19. 26. 26. 17. 43. 3.5(S) .0( ) 5.3(S) 8.3(S) 1.1( ) .0( ) 8.1(S) .0( ) 7.2(S) .0( ) 12. 12.0(S) 2 35. 1. 3. 4. 17. 17. 19. 26. 26. 17. 43. 3.5(S) .0( ) 5.3(S) 8.3(S) 1.1( ) .0( ) 8.0(S) .0( ) 7.1(S) .0( ) 12. 11.9(5) 2 40. 1. 2. 4. 16. 17. 19. 26. 26. 17. 43. 3.5(S) .0( ) 5.3(S) 8.2(S) 1.1( ) .0( ) 8.0(5) .0( ) 7.0(S) .0( ) 12. 11.9(5) 2 45. 1. 2. 4. 16. 17. 18. 26. 26. 16. 42. 3.5(S) .0( ) 5.2(S) 8.1(S) 1.1( ) .0( ) 7.9(S) .0( ) 6.9(S) .0( ) 12. 11.8(5) 2 50. 1. 2. 4. 16. 16. 18. 26. 26. 16. 42. 3.5(S) .0( ) 5.2(S) 8.0(5) 1.1( ) .0( ) 7.9(S) .0( ) 6.8(S) .0( ) 12. 11.7(5) 2 55. 1. 2. 4. 16. 16. 18. 26. 26. 16. 42. 3.5(S) .0( ) 5.2(S) 7.9(S) 1.1( ) .O( ) 7.8(S) .0( ) 6.7(S) .O( ) 12. 11.7(5) 3 0. 1. 2_ 4. 16. 16. 17. 26. 26. 15. 41. 3.5(S) .0( ) 5.2(S) 7.9(S) 1.1( ) .0( ) 7.8(S) .0( ) 6.6(S) .0( ) 12. 11.6(S) 3 5. 1. 2. 4. 16. 16. 17. 26. 26. 15. 41. 3.5(S) .0( ) 5.2(S) 7.8(S) 1.0( ) .0( ) 7.7(S) .0( ) 6.5(S) .0( ) 12. 11.5(s) 3 10. 1. 2. 4. 16. 16. 17. 25. 25. 15. 40. 3.5(S) .0( ) 5.2(S) 7.7(S) 1.0( ) .0( ) 7.7CS) .0( ) 6.4(S) .0( ) 12. 11.5(s) 3 15. 1. 2. 4. 16. 16. 17. 25. 25. 15. 40. 3.4(S) .0( ) 5.2(S) 7.6(S) 1.0( ) .0( ) 7.6(S) .O( ) 6.3(S) .0( ) 12. 11.4(S) 3 20. 1. 2. 4_ 16. 16. 17. 25. 25. 14. 40. 3.4(S) .0( ) 5.2(S) 7.5(S) 1.0( ) .0( ) 7.5(S) .0( ) 6.2(S) .0( ) 12. 11.3(S) 3 25. 1. 2. 4. 16. 16. 17. 25. 25. 14. 39. 3.4(S) .0( ) 5.1Cs) 7.5(S) 1.0( ) .0( ) 7.5(S) .O( ) 6.1(S) .0( ) 12. 11.2(S) 3 30. 1. 2. 4. 16. 16. 16. 25. 25. 14. 39. 3.4(S) .0( ) 5.1(s) 7.4(S) 1.0( ) .0( ) 7.4CS) .0( ) 6.0(S) .O( ) 12. 11.2(s) 3 35. 1. 2. 4. 16. 16. 16. 25. 25. 14. 39. 3.4(S) .O( ) 5.1(S) 7.3(S) 1.0( ) .0( ) 7.4(S) .0( ) 6.0(S) .0( ) 12. 11.1(S) 3 40. 1. 2. 4. 15. 16. 16. 25. 25. 13. 38. 3.4(S) .0( ) 5.1CS) 7.2(S) 1.0( ) .0( ) 7.3(S) .0( ) 5.9(S) .0( ) 11. 11.0(s) 3 45. 1. 2. 4. 15. 16. 16. 25. 25. 13. 38. 3.4(S) .0( ) SA M 7.2(S) 1.0( ) .0( ) 7.2(s) .0( ) 5.8(S) .0( ) 11. 10.9(s) 3 50. 1. 2. 4. 15. 15. 16. 25. 25. 13. 38. 3.4(S) .0( ) 5.1(S) 7.1(S) 1.0( ) .0( ) 7.2(S) .0( ) 5.7(S) .0( ) 11. 10.9(S) 3 55. 1. 2. 4. 15. 15. 16. 25. 25. 13. 37. 3.4(S) .0( ) 5.0(s) 7.0(S) 1.0( ) .0( ) 7.1(S) .0( ) 5.6(s) .0( ) 11. 10.8(s) 4 0. 1. 2. 4. 15. 15. 16. 25. 25. 12. 37. 3.4(S) .0( ) 5.0(S) 6.9(S) 1.0( ) .0( ) 7.1(S) .0( ) 5.5(S) .0( ) 11. 10.7(S) 4 5. 1. 2. 4. 15. 15. 16. 25. 25. 12. 37. 3.4(S) .0( ) 5.0(S) 6.8(S) 1.0( ) .0( ) 7.0(S) .0( ) 5.4(S) .O( ) 11. 10.6(S) 4 10. 1. 2. 4. 15. 15. 15. 24. 24. 12. 37. 3.4(S) .0( ) 5.0(S) 6.8(S) 1.0( ) .0( ) 6.9(S) .0( ) 5.4(S) .0( ) 11. 10.6(S) 4 15. 1. 2. 4. 15. 15. 15. 24. 24. 12. 36. 3.4(s) .0( ) 5.0(S) 6.7(S) 1.0( ) .0( ) 6.9(S) .0( ) 5.3(S) .0( ) 11. 10.5(s) 4 20. 1. 2. 4. 15. 15. 15. 24. 24. 12. 36. 3.4(S) .0( ) SAM 6.6(S) 1.0( ) .0( ) 6.8(S) .0( ) 5.2(S) .0( ) 11. 10.4(S) 4 25. 1. 2. 4. 15. 15. 15. 24. 24. 11. 36. 3.3(S) .0( ) 5.0(S) 6.5(S) 1.0( ) .0( ) 6.7(S) .0( ) 5.1(S) .0( ) 11. 103(S) 4 30. 1. 2. 4. 15. 15. 15. 24. 24. 11. 35. 3.3(S) .0( ) 4.9(S) 6.5(S) 1.0( ) .0( ) 6.7(s) .0( ) 5.0(S) .0( ) 11. 10.3(s) 4 35. 1. 1. 4. 15. 15. 15. 24. 24. 11. 35. 3.3(S) .0( ) 4.9(s) 6.4(S) 1.0( ) .0( ) 6.6(S) .0( ) 5.0(S) .0( ) 11. 10.2(S) 4 40. 1. 1. 4. 15. 15. 15. 24. 24. 11. 35. 3.3(S) .Of ) 4.9(s) 6.3(S) 1.0( ) .O( ) 6.6(S) .0( ) 4.9(S) .0( ) 11. 10.1(s) 4 45. 1. 1. 4. 14. 15. 15. 24. 24. 11. 34. 3.3(s) .0( ) 4.9(S) 63(S) 1.0( ) .0( ) 6.5(S) .0( ) 4.8(S) .O( ) 10. 10.1(s) 4 50. 1. 1. 4. 14. 14. 15. 24. 24. 10. 34. 3.3(S) .0( ) 4.9CS) 6.2(S) 1.0C ) .0( ) 6.4(S) .0( ) 4.7(S) .0( ) 10. 10.0(S) 4 55. 1. 1. 4. 14. 14. 15. 24. 24. 10. 34. 3.3(S) .0( ) 4.9(S) 6.1(S) 1.0( ) .O( ) 6.4(S) .0( ) 4.7(S) .0( ) 10. 9.9(S) 5 0. 1. 1. 4. 14. 14. 15. 23. 24. 10. 34. 3.3(S) .0( ) 4.8(S) 6.0CS) 1.0( ) .O( ) 6.3(S) .0( ) 4.6(S) .0( ) 10. 9.9(S) 5 5. 1. 1. 4. 14. 14. 14. 23. 23. 10. 33. 3.3(S) .0( ) 4.8(S) 6.0(S) 1.0( ) .0( ) 6.2(S) .0( ) 4.5(S) .0( ) 10. 9.8(S) 5 10. 1. 1. 4. 14. 14. 14. 23. 23. 10. 33. 3.3(S) .0( ) 4.8(S) 5.9(S) 1.0( ) .0( ) 6.2(S) .0( ) 4.5(S) .0( ) 10. 9.7(S) 5 15. 1. 1. 4. 14. 14. 14. 23. 23. 9. 33. 3.3CS) .0( ) 4.8(S) 5.8(S) 1.0( ) .0( ) 6.1(S) .0( ) 4.4(S) .00 ) 10. 9.6(S) 5 20. 1. 1. 4. 14. 14. 14. 23. 23. 9. 32. 3.3CS) .0( ) 4.8(S) 5.8(S) 1.0( ) .0( ) 6.1(S) .0( ) 4.3C5) .0( ) 10. 9.6(S) 5 25. 1. 1. 4. 14. 14. 14. 23. 23. 9. 32. 3.2(S) .0( ) 4.8(S) 5.7(S) 1.0( ) .0( ) 6.0(S) .O( ) 4.3(S) .0( ) 10. 9.5(S) 5 30. 1. 1. 4. 14. 14. 14. 23. 23. 9. 32. 3.2(S) .0( ) 4.7(S) 5.6(S) 1.0( ) .0( ) 5.9(S) .0( ) 4.2CS) .0( ) 10. 9.4(S) 5 35. 1. 1. 4. 14. 14. 14. 23. 23. 8. 31. 3.2(S) .0( ) 4.7C5) 5.6(S) 1.0( ) .0( ) 5.9(S) .0( ) 4.2(S) .0( ) 10. 9.4(S) 5 40. 1. 1. 4. 14. 14. 14. 23. 23. B. 31. 3.2(S) .0( ) 4.7CS) 5.5(S) 1.0( ) .0( ) 5.8(S) .0( ) 4.1(S) .0( ) 10. 9.3(S) 5 45. 1. 1. 4. 14. 14. 14. 22. 23. 8. 31. 3.2(S) .0( ) 4.7(S) SACS) 1.0( ) .0( ) 5.8(S) .0( ) 4.1(S) .0( ) 10. 9.2(S) 5 50. 1. 1. 4. 14. 14. 14. 22. 22. 8. 30. 3.2(5) .0( ) 4.7(S) 5.3(S) 1.0( ) .0( ) 5.7(S) .0( ) 4.0(S) .0C ) 10. 9.2(S) 5 55. 1. 1. 4. 13. 14. 14. 22. 22. 7. 30. 3.2(S) .0( ) 4.7(S) 5.3(S) 1.0( ) .0( ) 5.6(S) .0( ) 3.9(S) .0( ) 9. 9.1(S) 6 0. 1. 1. 4. 13. 14. 14. 22. 22. 7. 29. 3.2(S) .0( ) 4.6(S) 5.2(S) 1.0( ) .0( ) 5.6(S) .0( ) 3.9(S) .00 ) 9. 9.1(S) 6 5. 1. 1. 4. 13. 13. 14. 22. 22. 7. 29. 3.2(S) .0( ) 4.6(S) SACS) 1.0( ) .0( ) 5.5(S) .0( ) 3.8(S) .0( ) 9. 9.0(S) 6 10. 1. 1. 4. 13. 13. 13. 22. 22. 7. 29. 3.2(S) .0( ) 4.6(S) 5.1(S) 1.0C ) .0( ) 5.5(S) .00 ) 3.8(S) .0( ) 9. 8.9(S) 6 15. 1. 1. 4. 13. 13. 13. 22. 22. 6. 28. 3.2(S) .0( ) 4.6(S) SACS) 1.0( ) .O( ) SACS) .0( ) 3.8(S) .0( ) 9. 8.9(S) 6 20. 1. 1. 4. 13. 13. 13. 22. 22. 6. 28. 3.1(S) .0( ) 4.6(S) 5.0(S) .9( ) .00 ) 5.3(S) .0( ) 3.7(S) .0( ) 9. 8.8(S) 6 25. 1. 1. 4. 13. 13. 13. 22. 22. 6. 28. 3.1(S) .0( ) 4.6(S) 4.9(S) .9( ) .0( ) 5.3(S) .0( ) 3.7(S) .0( ) 9. 8.7(S) 6 30. 1. 1. 4. 13. 13. 13. 22. 22. 6. 28. 3.1(S) .0( ) 4.5(S) 4.8(S) .9( ) .0( ) 5.2(5) .0( ) 3.6(S) .0( ) 9. 8.7(S) 6 35. 1. 1. 4. 13. 13. 13. 21. 21. 6. 27. 3.1(S) .0( ) 4.5(S) 4.8(S) .9( ) .0( ) 5.2(S) .0( ) 3.6(S) .0( ) 9. 8.6(S) 6 40. 1. 1. 4. 13. 13. 13. 21. 21. 6. 27. 3.1(S) .0( ) 4.5(5) 4.7(S) .9( ) .0( ) 5.1(S) .0( ) 3.6(S) .0( > 9. 8.6(S) 6 45. 1. 1. 4. 13. 13. 13. 21. 21. 5. 27. 3.1(S) .0( ) 4.5(S) 4.6(S) .9( ) .O( ) 5.1(S) .0( ) 3.5(S) .0( ) 9. 8.5(S) 6 50. 1. 1. 4. 13. 13. 13. 21. 21. 5. 26. 3.1(S) .0( ) 4.5(S) 4.6(S) .9( ) .0( ) SAM .0( ) 3.5(S) .O( ) 9. SAM 6 55. 1. 1. 4. 13. 13. 13. 21. 21. 5. 26. 3.1(S) .0( ) 4.5(S) 4.5(S) .9( ) .0( ) 4.9(S) .O( ) 3.4(S) .0( ) 9. 8.4(S) 7 0. 1. 1. 4. 13. 13. 13. 21. 21. S. 26. 3.1(S) .0( ) 4.4(S) 4.4(S) .9( ) .0( ) 4.9(S) .0( ) 3.4(S) .0( ) 9. 8.3(S) 7 5. 1. 1. 4. 13. 13. 13. 21. 21. S. 26. 3.1(S) .0( ) 4.4(S) 4.4(S) .9( ) .0( ) 4.8(5) .0( ) 3.4(S) .0( ) 9. 8.3(S) 7 10. 1. 1. 4. 13. 13. 13. 21. 21. 5. 25. 3.1(S) .0( ) 4.4(S) 4.3(S) .9( ) .0( ) 4.8(S) .0( ) 33(S) .O( ) 9. 8.2(S) 7 15. 1. 1. 4. 13. 13. 13. 21. 21. 4. 25. 3.1(S) .0( ) 4.4(S) 4.3(S) .9( ) .0( ) 4.7(S) .0( ) 3.3(S) .0( ) 8. 8.1(S) 7 20. 1. 1. 4. 13. 13. 13. 20. 21. 4. 25. 3.0(S) .0( ) 4.4(S) 4.2(S) .9( ) .0( ) 4.7(S) .0( > 3.3(S) .0( ) 8. 8.1(S) 7 25. 1. 1. 4. 12. 13. 13. 20. 20. 4. 25. 3.00) .0( ) 43(S) 4.1(S) .9( ) .0( ) 4.6(S) .O( ) 3.3(S) .0( ) 8. 8.0(S) 7 30. 1. 1. 4. 12. 13. 13. 20. 20. 4. 24. 3.0(S) .0( ) 4.3(S) 4.1(S) .9( ) .0( ) 4.6(S) .0( ) 3.2(S) .0( ) 8. 8.0(S) 7 35. 1. 1. 4. 12. 12. 13. 20. 20. 4. 24. 3.0(S) .0( ) 4.3(S) 4.0(S) .9( ) .0( ) 4.5(S) .0( ) 3.2(S) .0( ) 8. 7.9(S) 7 40. 1. 1. 4. 12. 12. 12. 20. 20. 4. 24. 3.0(S) .0( ) 4.3(S) 4.00S) .9( ) .0( ) 4.5(S) .0( ) 3.2(S) .0( ) 8. 7.9(S) 7 45. 1. 1. 4. 12. 12. 12. 20. 20. 4. 24. 3.0(S) .0( ) 4.3(S) 3.9(S) .9( ) .0( ) 4.4(S) .0( ) 3.1(S) .0( ) 8. 7.8(S) 7 50. 1. 1. 4. 12. 12. 12. 20. 20. 4. 24. 3.0(S) .0( ) 4.3(S) 3.9(S) .9( ) .0( ) 4.4(S) .0( ) 3.1(S) .0( ) S. 7.7(S) 7 55. 1. 1. 4. 12. 12. 12. 20. 20. 3. 23. 3.00) .0( ) 4.2(S) 3.8(S) .9( ) .00 ) 4.3(S) .00 ) 3.1(S) .O( ) B. 7.7(S) 8 0. 1. 1. 4. 12. 12. 12. 20. 20. 3. 23. 3.0(S) .0( ) 4.2(S) 3.7(S) .9( ) .0( ) 4.3(S) .0( ) 3.1(S) .0( ) 8. 7.6(S) 8 5. 1. 1. 4. 12. 12. 12. 20. 20. 3. 23. 3.0(S) .00 ) 4.2(S) 3.7C5) .9( ) .0( ) 4.2(S) .0( ) 3.1(S) .0( ) e. 7.6(S) 8 10. 1. 1. 4. 12. 12. 12. 20. 20. 3. 23. 3.0(S) .0( ) 4.2(S) 3.6(S) .9( ) .0( ) 4.1(S) .0( ) 3.0(S) .0( ) 8. 7.5(S) 8 15. 1. 1. 4. 12. 12. 12. 19. 19. 3. 23. 3.0(S) .0( ) 4.2(S) 3.6(S) .9( ) .0( ) 4.1(S) .0( ) 3.0(S) .0( ) 8. 7.5(S) 8 20. 1. 1. 4. 12. 12. 12. 19. 19. 3. 22. 2.9(S) .0( ) 4.2(S) 3.5(S) .9( ) .0( ) 4.0(S) .O( ) 3.0(S) .0( ) 8. 7.4(S) 8 25. 1. 1. 4. 12. 12. 12. 19. 19. 3. 22. 2.9(S) .0( ) 4.1(S) 3.5(S) .9( ) .0( ) 4.0(S) .0( ) 3.0(S) .0( ) 8. 7.4(S) 8 30. 1. 1. 4. 12. 12. 12. 19. 19. 3. 22. 2.9(5) .0( ) 4.1(S) 3.4(S) .9( ) .0( ) 3.9(S) .0( ) 3.0(S) .0( ) 8. 7.3(S) 8 35. 1. 1. 4. 12. 12. 12. 19. 19. 3. 22. 2.9(S) .0( ) 4.1(S) 3.3(S) .9( ) .0( ) 3.9(S) .O( ) 2.9(S) .0( ) 8. 7.3(S) 8 40. 1. 1. 4. 12. 12. 12. 19. 19. 3. 22. 2.9(S) .0( ) 4.1(S) 3.3(S) .9( ) .0( ) 3.8(S) .0( ) 2.9(S) .0( ) 7. 7.2(S) 8 45. 1. 1. 4. 12. 12. 12. 19. 19. 2. 21. 2.9(S) .0( ) 4.1(S) 3.2(S) .9( ) .0( ) 3.8(S) .0( ) 2.9(S) .O( ) 7. 7.2(S) 8 50. 1. 1. 4. 12. 12. 12. 19. 19. 2. 21. 2.9(S) .0( ) 4.1(S) 3.2(S) .9( ) .0( ) 3.7(S) .O( ) 2.9(S) .0( > 7. 7.1(S) 8 55. 1. 1. 4. 12. 12. 12. 19. 19. 2. 21. 2.9(S) .0( ) 4.0(S) 3.1(S) .9( ) .0( ) 3.7(S) .0( ) 2.9(S) .0( ) 7. 7.1(S) 9 0. 1. 1. 4. 12. 12. 12. 19. 19. 2. 21. 2.9(S) .0( ) 4.D(S) 3.1(S) .9( ) .0( ) 3.6(S) .O( ) 2.9(S) .0( ) 7. 7.0(S) 9 5. 1. 1. 4. 11. 12. 12. 19. 19. 2. 21. 2.9(S) .0( ) 4.0(S) 3.0(S) .9( ) .0( ) 3.6(S) .0( ) 2.8(S) .O( ) 7. 7.0(S) 9 10. 1. 1. 4. 11. 12. 12. 18. 19. 2. 21. 2.9(S) .0( ) 4.0(S) 3.0(S) .9( ) .0( ) 3.6(S) .O( ) 2.8(S) .0( ) 7. 6.9(S) 9 15. 1. 1. 4. 11. 11. 11. 18. 18. 2. 21. 2.9(S) .0( ) 4.0(S) 2.9(S) .9( ) .0( ) 3.5(S) .0( ) 2.8(S) .0( ) 7. 6.9(S) 9 20. 1. 1. 4. 11. 11. 11. 18. 18. 2. 20. 2.8(S) .0( ) 3.9(S) 2.9(S) .9( ) .0( ) 3.5(S) .O( ) 2.8(S) .0( ) 7. 6.8(S) 9 25. 1. 1. 4. 11. 11. 11. 18. 18. 2. 20. 2.8(S) .D( ) 3.9(S) 2.8(S) .9( ) .0( ) 3.4(S) .0( ) 2.8(S) .0( ) 7. 6.8(S) 9 30. 1. 1. 4. 11. 11. 11. 18. 18. 2. 20. 2.8(S) .0( ) 3.9(S) 2.8(S) .9( ) .0( ) 3.4(S) .0( ) 2.8(S) .0( ) 7. 6.7(S) 9 35. 1. 1. 4. 11. 11. 11. 18. 18. 2. 20. 2.8(S) .00 ) 3.9(S) 2.7(S) .9( ) .0( ) 3.3(S) .D( ) 2.8(S) .O( ) 7. 6.7(S) 9 40. 1. 1. 4. 11. 11. 11. 18. 18. 2. 20. 2.8(S) .0( ) 3.9(S) 2.6(S) .9( ) .0( ) 3.3(S) .0( ) 2.7(S) 7. 6.6(S) 9 45. 1. 1. 4. 11. 11. 11. 18. 18. 2. 20. 2.8(S) .0( ) 3.9(S) 2.6(S) .9( ) .0( ) 3.2(S) .0( ) 2.7(S) .0( ) 7. 6.6(S) 9 50. 1. 1. 4. 11. 11. 11. 18. 18. 2. 19. 2.8(S) .0( ) 3.8(S) 2.5(S) .9( ) .0( ) 3.2(S) .0( ) 2.7(S) .0( ) 7. 6.5(S) 9 55. 1. 1. 4. 11. 11. 11. 17. 17. 2. 19. 2.8(S) .0( ) 3.8(S) 2.5(S) .9( ) .0( ) 3.1(S) .0( ) 2.7(S) .0( ) 7. 6.5(S) 10 0. 1. 1. 4. 11. 11. 11. 17. 17. 2. 19. 2.8(S) .0( ) 3.8(S) 2.4(S) .9( ) .0( ) 3.1(S) .0( ) 2.7(S) .0( ) 7. 6.4(S) 10 5. 1. 1. 4. 11. 11. 11. 17. 17. 2. 19. 2.8(S) .0( ) 3.8(S) 2.4(S) .9( ) .0( ) 3.1(S) .0( ) 2.7(S) .O( ) 7. 6.4(S) 10 10. 1. 1. 4. 11. 11. 11. 17. 17. 2. 19. 2.8(S) .0( ) 3.8(S) 2.4(S) .9( ) .0( ) 3.0(S) .O( ) 2.7(5) .0( ) 7. 6.3(S) 10 15. 1. 1. 4. 10. 11. 11. 17. 17. 2. 18. 2.8(S) .O( ) 3.8CS) 2.3(S) .8( ) .0( ) 3.0(S) .0( ) 2.7(S) .O( ) 7. 6.3(S) 10 20. 1. 1. 4. 10. 11. 11. 17. 17. 2. 18. 2.7(S) .0( ) 3.7(S) 2.3(S) .8( ) .0( ) 2.9(S) .0( ) 2.6(S) .O( ) 6. 6.2(S) 10 25. 1. 1. 4. 10. 10. 10. 16. 16. 1. 18. 2.7(S) .0( ) 3.7(S) 2.2(S) .B( ) .O( ) 2.9(S) .0( ) 2.6(S) .0( ) 6. 6.2(S) 10 30. 1. 1. 4. 10. 10. 10. 16. 16. 1. 18. 2.7(S) .0( ) 3.7(S) 2.2(S) .8( ) .O( ) 2.8(S) .O( ) 2.6(S) .0( ) 6. 6.2(S) 10 35. 1. 1. 4. 10. 10. 10. 16. 16. 1. 18. 2.7(S) .O( ) 3.7(S) LIM .8( ) .0( ) 2.8(S) .0( ) 2.6(S) .0( ) 6. 6.1(S) 10 40. 1. 1. 4. 10. 10. 10. 16. 16. 1. 17. 2.7(S) .0( ) 3.7(S) 2.1(S) .8( ) .O( ) 2.8(S) .0( ) 2.6(S) .0( 7 6. 6.1(S) 10 45. 1. 1. 4. 10. 10. 10. 16. 16. 1. 17. 2.7(S) .0( ) 3.6(S) 2.0(S) .8( ) .0( ) 2.7(S) .0( ) 2.6(S) .0( ) 6. 6.0(S) 10 50. 1. 1. 4. 10. 10. 10. 16. 16. 1. 17. 2.7(S) .0( ) 3.6(S) 2.0(S) .B( ) .0( ) 2.7(S) .0( ) 2.6(S) .O( ) 6. 6.0(S) 10 55. 1. 1. 4. 10. 10. 10. 15. 16. 1. 17. 2.7(S) .0( ) 3.6(S) 2.0(S) .8( ) .0( ) 2.6(S) .0( ) 2.6(S) .0( ) 6. 5.9(S) 11 0. 1. 1. 4. 10. 10. 10. 15. 15. 1. 17. 2.7(S) .0( ) 3.6(S) 1.9(S) .B( ) .O( ) 2.6(S) .O( ) 2.6(S) .0( > 6. 5.9(S) 11 5. 1. 1. 4. 9. 10. 10. 15. 15. 1. 16. 2.7(S) .0( ) 3.6(S) 1.9(S) .B( ) .0( ) 2.6(S) .0( ) 2.6(S) .0( ) 6. 5.9(S) 11 10. 1. 1. 4. 9. 10. 10. 15. 15. 1. 16. 2.7(S) .0( ) 3.6(S) 1.8(S) .8( ) .0( ) 2.5(S) .0( ) 2.6(S) .0( ) 6. 5.8(S) 11 15. 1. 1. 4. 9. 9. 9. 15. 15. 1. 16. 2.7(S) .O( ) 3.5(S) 1.8(S) .8( ) .0( ) 2.5(S) .O( ) 2.5(S) .0( ) 6. 5.8(S) 11 20. 1. 1. 4. 9. 9. 9. 15. 15. 1. 16. 2.7CS) .O( ) 3.5(S) 1.8(S) .8( ) .O( ) 2.5(S) .0( ) 2.5(S) .O( ) 6. 5.7(S) 11 25. 1. 1. 4. 9. 9. 9. 15. 15. 1. 16. 2.6(S) .0( ) 3.5(S) 1.7(S) .8( ) .0( ) 2.4(S) .0( ) 2.5(S) .0( > 6. 5.7(S) 11 30. 1. 1. 4. 9. 9. 9. 14. 14. 1. 16. 2.6(S) .0( ) 3.5(S) 1.7(S) .8( ) .0( ) 2.4(S) .O( ) 2.5(S) .0( ) 6. 5.6(S) 11 35. 1. 1. 4. 9. 9. 9. 14. 14. 1. 15. 2.6(S) .0( ) 3.5(S) 1.6(S) .8( ) .0( ) 2.3(S) .0( ) 2.5(S) .0( ) 6. 5.6(S) 11 40. 1. 1. 4. 9. 9. 9. 14. 14. 1. 15. 2.6(S) .0( ) 3.5(S) 1.6(S) .8( ) .0( ) 2.3(S) .0( ) 2.5(S) .0( ) 6. 5.6(S) 11 45. 1. 1. 4. 9. 9. 9. 14. 14. 1. 15. 2.6(S) .0( ) 3.4(S) 1.6(S) .8( ) .0( ) 2.3(S) .0( ) 2.5(S) .0( ) 6. 5.5(S) 11 50. 1. 1. 4. 9. 9. 9. 14. 14. 1. 15. 2.6(S) .0( ) 3.4(S) 1.S(S) .8( ) .O( ) 2.2(S) .0( ) 2.5(S) .0( > 6. 5.5(S) 11 55. 1. 1. 4. 9. 9. 9. 14. 14. 1. 15. 2.6(S) .0( ) 3.4(S) 1.5(S) .8( ) .0( ) 2.2(S) .0( ) 2.5(S) .0( > 6. 5.5(S) 12 0. 1. 1. 4. 9. 9. 9. 14. 14. 1. 15. 2.6(S) .0( ) 3.4(S) 1.5(S) .B( ) .0( ) 2.2(S) .O( ) 2.5(S) .0( ) 6. 5.4(S) 12 5. 1. 1. 4. B. 9. 9. 13. 14. 1. 14. 2.6(S) .0( ) 3.4(S) 1.4(S) .8( ) .0( ) 2.1(S) .0( ) 2.5(S) _O( ) 6. 5.4(S) 12 10. 1. 1. 4. 8. 9. 9. 13. 13. 1. 14. 2.6(S) .0( ) 3.3(S) 1.4(S) .8( ) .0( ) 2.1(S) .O( ) 2.5(S) .0( ) 6. 5.3(S) 12 15. 1. 1. 4. 8. S. 8. 13. 13. 1. 14. 2.6(S) .0( ) 3.3(S) 1.4(S) .8( ) .0( ) 2.1(S) .O( ) 2.5(S) .0( ) 6. 5.3(S) 12 20. 1. 1. 4. 8. 8. 8. 13. 13. 1. 14. 2.6(S) .0( ) 3.3(S) 1.3(S) .7( ) .0( ) 2.0(S) .0( ) 2.5(S) .0( > 5. 5.3(S) 12 25. 1. 1. 4. 8. B. S. 13. 13. 1. 14. 2.6(S) .0( ) 3.3(S) 1.3(S) .7( ) .0( ) 2.0(S) .0( ) 2.5(S) .0( ) 5. 5.2(S) 12 30. 1. 1. 4. 8. 8. S. 13. 13. 1. 14. 2.6(S) .0( ) 3.3(S) 1.3(S) .7( ) .0( ) 2.0(S) .0( ) 2.4(S) .0( ) S. 5.2(S) 12 35. 1. 1. 4. 8. 8. 8. 13. 13. 1. 14. 2.5(S) .0( ) 33(S) 1.3(S) .7( ) .0( ) 1.9(S) .0( ) 2.4(S) .0( ) 5. 5.1(S) 12 40. 1. 1. 4. 8. 8. 8. 13. 13. 1. 13. 2.5(S) .0( ) 3.2(S) 1.2(S) .7( ) .0( ) 1.9(S) .0( ) 2.4(S) .0( ) 5. SA M 12 45. 1. 1. 4. 8. S. 8. 12. 13. 1. 13. 2.5(S) .O( ) 3.2(S) 1.2(S) .7( ) .0( ) 1.9(S) .0( ) 2.4(S) .0( ) 5. 5.1(S) 12 50. 1. 1. 4. 8. 8. 8. 12. 12. 1. 13. 2.5(S) .0( ) 3.2(S) 1.2(S) .7( ) .0( ) 1.9(S) .0( ) 2.4(S) .0( ) 5. 5.0(S) 12 55. 1. 1. 4. 8. B. 8. 12. 12. 1. 13. 2.5(S) .0( ) 3.2(S) 1.1(S) .7( ) .0( ) 1.8(S) .0( ) 2.4(S) .0C ) 5. 5.0(S) 13 0. 1. 1. 4. 8. 8. 8. 12. 12. 1. 13. 2.5(S) .0( ) 3.2(S) 1.1(S) .7( ) .O( ) 1.8(S) .O( ) 2.4(S) .0( > 5. 5.0(S) 13 5. 1. 1. 4. 8. S. 8. 12. 12. 1. 13. 2.5(S) .0( ) 3.1(S) 1.1(S) .7( ) .0( ) 1.8(S) .0( ) 2.4(S) .0( ) S. 4.9(S) 13 10. 1. 1. 4. 8. 8. 8. 12. 12. 1. 13. 2.5(S) .0( ) 3.1(S) 1.1(5) .7( ) .0( ) 1.7(S) .0( ) 2.4(S) .O( ) 5. 4.9(S) 13 15. 1. 1. 4. 7. 8. 8. 12. 12. 1. 12. 2.5(S) .0( ) 3.1(S) 1.0(S) .7( ) .0( ) 1.7(S) .0( ) 2.4(S) .0( ) 5. 4.9(S) 13 20. 1. 1. 4. 7. 8. 8. 12. 12. 1. 12. 2.5(S) .0( ) 3.1(S) 1.005) .7( ) .0( ) 1.7(S) .O( ) 2.4(S) .0( ) S. 4.8(S) 13 25. 1. 1. 4. 7. 7. 8. 12. 12. 1. 12. 2.5(S) .0( ) 3.1(S) 1.0(S) .7( ) .O( ) 1.6(S) .0( ) 2.4(S) .0( ) 5. 4.8(S) 13 30. 1. 1. 4. 7. 7. 7. 11. 11. 1. 12. 2.5(S) .0( ) 3.1(S) 1.0(S) .7( ) .0( ) 1.6(S) .0( ) 2.4(S) .0( ) 5. 4.8(S) 13 35. 1. 1. 4. 7. 7. 7. 11. 11. 1. 12. 2.5CS) .00 ) 3.0(S) .9(S) .7( ) .0( ) 1.6(S) .0( ) 2.4CS) .00 ) 5. 4.7(S) 13 40. 1. 1. 4. 7. 7. 7. 11. 11. 1. 12. 2.4(S) .0( ) 3.0(S) .9(S) .7( ) .0( ) 1.6CS) .0( ) 2.4CS) .0( > S. 4.7(S) 13 45. 1. 1. 4. 7. 7. 7. 11. 11. 1. 12. 2.4(S) .0( ) 3.0(S) .9(5) .7( ) .0( ) 1.5(S) .0( ) 2.4(S) .0( ) 5. 4.7(S) 13 50. 1. 1. 4. 7. 7. 7. 11. 11. 1. 12. 2.4(S) .0( ) 3.0(S) .9(S) .7( ) .0( ) 1.5(S) .0( ) 2.4(S) .0( ) 5. 4.6(S) 13 55. 1. 1. 4. 7. 7. 7. 11. 11. 1. 11. 2.4(S) .0( ) 3.0(S) .8(S) .7( ) .0( ) 1.5(5) .0( ) 2.4(S) .0( ) 5. 4.6(S) 14 0. 1. 1. 4. 7. 7. 7. 11. 11. 1. 11. 2.4(S) .O( ) 3.0(S) .8(S) .7( ) .0( ) 1.5(S) .0( ) 2.4(S) .0( ) 5. 4.6(S) 14 5. 1. 1. 4. 7. 7. 7. 11. 11. 0. 11. 2.4(S) .0( ) 2.9(S) .8(S) .7( ) .0( ) 1.4(S) .0( ) 2.4(S) .0( ) 5. 4.5(S) 14 10. 1. 1. 4. 7. 7. 7. 11. 11. 0. 11. 2.4(S) .0( ) 2.9(S) .8(S) .7( ) .0( ) 1.4(S) .0( ) 2.4(S) .0( ) 5. 4.5(S) 14 15. 1. 1. 4. 7. 7. 7. 11. 11. 0. 11. 2.4(S) .0( ) 2.9(S) .7(S) .7( ) .0( ) 1.4(5) .0( ) 2.4(S) .0( ) 5. 4.5(S) 14 20. 1. 1. 4. 7. 7. 7. 10. 10. 0. 11. 2.4(S) .0( ) 2.9(S) .7(S) .7( ) .0( ) 1.4(S) .0( ) 2.4(5) .0( ) 5. 4.4(S) 14 25. 1. 1. 4. 6. 7. 7. 10. 10. 0. 11. 2.4(S) .0( ) 2.9(S) .7(S) .7( ) .0( ) 1.3(S) .0( ) 2.4(S) .0( ) 5. 4.4(S) 14 30. 1. 1. 4. 6. 7. 7. 10. 10. 0. 11. 2.4(S) .0( ) 2.8(S) .7(S) .7( ) .0( ) 1.3(S) .0( ) 2.3(S) .0( ) 5. 4.4(S) 14 35. 1. 1. 4. 6. 6. 7. 10. 10. 0. 11. 2.4(S) .0( ) 2.8(S) .7(S) .7( ) .0( ) 1.3(S) .0( ) 2.3(S) .0( ) S. 4.3(S) 14 40. 1. 1. 4. 6. 6. 6. 10. 10. 0. 10. 2.4(S) .0( ) 2.8(S) .6(S) .6( ) .0( ) 13(S) .0( ) 23(S) .0( ) 4. 4.3(S) 14 45. 1. 1. 4. 6. 6. 6. 10. 10. 0. 10. 2.4(S) .0( ) 2.8(S) .6(S) .6( ) .0( ) 1.2(S) .0( ) 2.3(S) .0( ) 14 50 14 55 15 0. 4. 4.3(S) 1. 1. 4. 6. 6. 6. 10. 10. 0. 10. 2.4(S) .0( ) 2.8(S) .6(S) .6( ) .0( ) 1.2(S) .O( ) 2.3(S) .0( ) 4. 4.2(S) 1. 1. 4. 6. 6. 6. 10. 10. 0. 10. 2.3(S) .0( ) 2.8(S) .6(S) .6( ) .0( ) 1.2(S) .0( > 2.3(S) .O( ) 4. 4.2(S) 1. 1. 4. 6. 6. 6. 10. 10. 0. 10. 2.3(S) .0( ) 2.7(S) .6(S) .6( ) .0( ) 1.2(S) .0( ) 2.3(S) .0( ) 4. 4.2(S) EVERGREEN PARK/GREENBRIAR STORM DRAINAGE -- SOUTHEAST AREA 8/13/93 CLD LA,INC DEVELOPED CONDITION MASTER PLAN W/EVERGREEN PARK MODIFICATIONS 100-YEAR STORM •"* PEAK FLOWS OF GUTTERS AND STORAGES OF RESERVOIRS " * CONVEYANCE PEAK STORAGE TIME ELEMENT (CFS) (AC -FT) (HR/MIN) 23 1. 3. 2 30. 24 1. 0. 2 30. 20 165. 0. 0 35. 21 4. 5. 2 10. 22 4. 0. 2 15. 37 313. 0. 0 40. 308 17. 9. 1 40. 263 17. 0. 1 45. 211 17. 0. 1 50. 212 273. 0. 0 40. 309 26. 8. 1 55. 311 13. 12. 1 55. 310 18. 8. 1 25. 265 26. 0. 2 0. 268 13. 0. 2 0. 267 45. 0. 1 40. ' ENDPROGRAM PROGRAM CALLED II 1 BASIN 3B S BASIN 1D _.m �,/x I IT FEW OFF WIM, M OVA � w 136 q i NJIE TE BPBE MPP FOP T@ 91EET WICLLpq PLL TgCpyPR1Y 311@iB AW IXNWPCE FEgTISB). W1.9 fAJ'.L® BY ThE F1lR.EEiKi CG.P4NY V E e .y 6 O a U O_ YLL Z^ Z N n O W LU w � ('} Q IMiu p W >i w pa W y S� 0 _ S LL a. a. gz o d J °� W LL z Z w p ¢ w o o�O CD ZO o d w ��Lu a �g a I� ¢ a SHEET 1