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HomeMy WebLinkAboutDrainage Reports - 10/12/1995P 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ff"'A Report u3�t /D ADDENDUM! TO THE FINAL STORM DRAINAGE AND EROSION CONTROL REPORT Indian Hills Village, PUD Submitted to Wonderland Custom Builders 601 Stuart Street . Fort Collins, Colorado 80525 AVMS . . ASSOCIATES 3665 John F. Kennedy Parkway Building 2, Suite 300 P.O. Box 270460 Fort Collins, CO 80527 (303) 223-5556, FAX (303) 223-5578 Ayres Project No. 34-0252.00 c:\data\wp51\ind-hill.rcp , Revised April I 3, 1995 �s Revised May 1995 ASSOCIATES I 1 I AMES ASSOCIATES Formerly Resource Consultants & Engineers (RCE) May 3, 1995 Mr. Basil Harridan City of Fort Collins Storm Drainage Utility 235 Mathews Fort Collins, Colorado 80524 Re: Addendum 1 to the Final Storm Drainage and Erosion Control Report, Indian Hills Village PUD Dear Basil: Enclosed please find our report entitled, "Addendum 1 to the Final Storm Drainage and Erosion Control Report, Indian Hills Village PUD." This report and the work it represents meet the criteria in the Fort Collins Storm Drainage Design Criteria, dated May 1984. If you have any questions, please call. Sincerely, Owen Ayr & Associates, Inc., formerly Rpsource�lsultants & Engineers ' ScottQue4, P.E. Civil Engineer ' SQ:sp Enclosure Owen Ayres & Associates, Inc. Engineers/Scientists/Surveyors 3665 JFK Parkway, Building 2, Suite 300, P.O. Box 270460, Fort Collins, CO 80527 (303) 223-5556, Denver Metro (303) 572-1806, FAX (303) 223-5578 Printed on recycled paper HAMD-51TR 34-0252.00 1 1 1 1 1 1 1 1 1 1 1 t 1 ADDENDUM1 TO THE FINAL STORM DRAINAGE AND EROSION CONTROL REPORT Indian Hills Village, PUD Submitted to Wonderland Custom Builders 601 Stuart Street Fort Collins, Colorado 80525 AVM5 ASSOCIATES 3665 John F. Kennedy Parkway Building 2, Suite 300 P.O. Box 270460 Fort Collins, CO 80527 (303) 223-5556, FAX (303) 223-5578 Ayres Project No. 34-0252.00 c:\data\wp5lVnd-hill.rcp Revised April 10, 1995 Revised May 3, 1995 I Addendum 1 to the Final Storm Drainage and Erosion Control Report for Indian Hills Village, PUD ' I. Introduction Following the completion and Final Approval of the Final Storm Drainage and Erosion ' Control Report for Indian Hills Village. PUD, prepared by Stewart and Associates, Inc. and approved on January 10, 1995, the developer chose to replat a portion of the PUD and reconfigure drainage facilities along the west boundary of the project. This Addendum to the above -mentioned report discusses the reconfiguration. All computations performed by Ayres ' Associates are included in the Appendix of this Addendum. II. Replat ' The developer of the Indian Hills Village PUD desired to rotate Lots 38, 39, and 40 from their original north -south orientation to an east -west orientation. This rotation resulted in the elimination of Daemian Drive from the plan as well as the northern length of Private Driveway G t which connects to Indian Hills Circle. Private Driveway G was extended to the north to connect with Private Driveway H. Under the replat, the entire private driveway along the west boundary is named Private Driveway G. ' III. Grading and Drainage Modifications ' The developer desired to reconfigure the grading and drainage along the western boundary of the project to address groundwater and surface water concerns. The finished floor. elevations for Lots 46 and 47 were raised approximately three feet in order to raise basements and minimize groundwater problems. The 3-foot increase in finished grade elevation was ' tapered to no change (from Stewart's original design) along Indian Hills Circle to the east and Lot 35 to the south. The drainage divides under the reconfigured condition agree with the drainage boundaries shown in Stewart's original drainage analysis, making it possible to use ' the runoff quantities calculated by Stewart for this addendum. Additionally, the grading limitations along the west boundary (6-foot tree zone, limited excavation areas and depths) were incorporated into the Ayres design. The main modification to the Stewart design includes the creation of a sump area along Driveway G just south of Lot 41. This modification was incorporated so that surface drainage along the west boundary at Lot 47 would be minimized and the design limitations for that lot ' under Stewart's design (i.e., basement wall serving as a floodwall) be eliminated. Under the Ayres design, approximately 31.3 cfs (100-year) of surface drainage from the west side of the project and offsite basins will collect at this sump location. From there, the runoff will be ' conveyed by 36" diameter ADS N12 storm drain pipe to the north along the alignment originally laid out by Stewart, draining into the area inlet at Stewart Concentration Point 11. Note that no surface drainage will continue to the north from the sump location along the western boundary, thus eliminating the restrictions on Lot 47. Under the proposed design, the 100-year discharge ' reaching Stewart Concentration Point 11 will be no different from the Stewart design since drainage boundaries and time of concentrations will not have changed. Thus, the storm drain pipes from Stewart Concentration Point 11 passing under Stuart Street to Spring Creek are ' adequately sized to pass the 100-year runoff. IND-HILL.ADM ' 34-0252.00 All 2-year flows will be contained in the underground storm drainage pipe along the west ' boundary, so there are no modifications to the Stewart design to alleviate problems related to that return -period discharge. ' Additional modifications include an improved drainage swale configuration along Driveway G. The section will consist of 12 feet of 5.5-inch full depth asphalt beginning at the lot lines along the east side of the drive. The asphalt section will slope to the west to a 4-foot wide ' concrete "V" pan. From the edge of the "V" pan, full depth asphalt will extend for 4 feet. The resulting driveway width will be 20 feet and the low point in the drainage swale will be located directly over the underground storm drainage pipe. The swale section has a capacity several times the 100-year discharge. ' IV. Erosion Control ' The only modification to Stewart's erosion control design is the addition of a gravel filter around the new proposed grated inlet along Driveway G. ' V. Analysis of Spring Creek Flood Elevations To evaluate the tailwater elevation for the storm sewer design, it is necessary to ' determine the flood elevations in Spring Creek that would occur at the time of the peak flow from Indian Hills Village. This was done by first determining the timing of the peak runoff from the site and comparing it to the flow in Spring Creek at the time the peak runoff occurs. Then, ' given the flows in Spring Creek, the flood elevations were determined. The first step was to determine the time of the peak runoff from the site. This was ' accomplished by revising the 1992 Spring Creek SWMM model to include an element for the Indian Hills Village (see Figure 1). The element was numbered 216 and had the following parameters: ' • Area = 16 acres • Percent impervious = 50% ' • Basin slope = 2% • Basin width = 390 ft • Roughness = 0.016 for impervious areas and 0.25 for pervious ' • Infiltration = 1.13 in/hr initial and 0.65 final rates • Element drains to gutter # 299 ' The area for element 116 was reduced by 16 acres. The drainage element 299 simulated the proposed storm sewer structure across Stuart Street. The length was 155 feet and an equivalent diameter of 3.5 feet with and overflow equivalent to the street overtopping. ' The results of the run are shown in the printout shown in Appendix B.. The peak flow is 60 cfs and 0 hour 35 minutes into the design storm. From the model for the existing conditions, ' the peak on Spring Creek was 476 cfs. For a fully developed basin model, the peak was 349 cfs (the difference is due to planned upstream detention). For design purposes, 500 cfs was assumed. Appendix B also has a copy of the original 100 year existing conditions run that ' shows the peak of 476 at 0 hour 35 minutes. IND-HILL.ADM 34-0252.00 ' The HEC-2 model for Spring Creek run was 500 cfs. The computed water surface ' elevation was 4962.5 at cross section 13215. This was used for a tailwater to compute the flow through the Stuart Street culverts. Attached is the printout from the HEC-2 model run. Several warning messages are shown related to conveyance changes and critical depths. These t messages are the same as the messages that are in the original FEMA data that was the basis of this mode run. The only changes from the FEMA run is the discharge. Also these messages are merely warnings and are meant for purposes of checking the model for possible problems. After review of the original FEMA data there appeared to be no problems that warranted changes. 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Pb p 0 Rut crs v T r.0 e C Ip e..3 rt J T ' .( J ° .� N ° Q J a Q Columbia Y o L o r L' 121 'I a N a' mo,a Yale Corn II Ave Rd, ' I G f Wa o — Cambrid e 0 9 Cir. *IanderbiHCt. Pf I O f 50 � I V r FeoirPo6wmM ° �. T I 1 1 1 1 II 1 I 1 1 1 u 1 I I I 1 I F.11:j:j=lkql VA Computations 1 ENVIRONMENTAL PROTECTION AGENCY - STORM WATER MANAGEMENT MODEL - VERSION PC.1 1 DEVELOPED BY UPDATED BY 1 ' TAPE OR DISK ASSIGNMENTS METCALF + EDDY, INC. UNIVERSITY OF FLORIDA WATER RESOURCES ENGINEEERS, INC. (SEPTEMBER 1970) UNIVERSITY OF FLORIDA (JUNE 1973) HYDROLOGIC ENGINEERING CENTER, CORPS OF ENGINEERS MISSOURI RIVER DIVISION, CORPS OF ENGINEERS (SEPTEMBER 1974) BOYLE ENGINEERING CORPORATION (MARCH 1985, JULY 1985) JIN(1) JIN(2) JIN(3) JIN(4) JIN(5) JIN(6) JIN(7) JIN(8) JIN(9) JINGO) ' 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 Date 4/10/95 Page 1 ' WATERSHED PROGRAM CALLED 1 *** ENTRY MADE TO RUNOFF MODEL SPRING CREEK HYDROLOGY INCLUDING PORTION OF CANAL IMPORTATION BASIN ' 1G0-YR FUT.COND.; FROM 3/92 RCE W/AREA FOR INDIAN HILLS VILLAGE NUMBER OF TIME STEPS 120 ' 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 1 t 1 1 Date 4110195 Pace 2 'SPRING CREEK HYDROLOGY INCLUDING PORTION OF CANAL IMPORTATION BASIN 100-YR FUT.COND.; FROM 3/92 RCE W/AREA FOR INDIAN HILLS VILLAGE ' 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 .100 .300 3.00 .52 .00180 14-3 237 1800. 151.0 39.0 .0220 .020 .250 .100 .300 2.30 .90 .00180 1 144 237 1200. 127.0 40.0 .0130 .020 .250 .100 .300 2.30 .80 .00180 1 145 238 800. 30.0 40.0 .0090 .020 .250 .100 .300 1.60 .65 .00180 1 146 238 2500. 274.0 34.0 .0530 .020 .250 .100 .300 1.80 .90 .00180 1 147 239 1500. 125.0 30.0 .0800 .020 .250 .100 .300 1.50 .80 .00180 1 148 240 3500, 234.0 20.0 .2300 .020 .250 .300 1.50 .70 .00180 1 ' 149 239 1000. 47.0 40.0 .0100 .020 .250 .100 .100 .300 2.30 .90 .00180 1 150 241 1700. 97.0 30.0 .0700 .020 .250 .100 .300 1.50 .80 .00180 1 151 241 800. 38.0 40.0 .0220 .020 .250 .100 .300 1.80 .95 .00180 1 152 242 1500. 90.0 20.0 .0270 .020 .250 .100 .300 1.40 .70 .00180 1 ' 153 242 1500. 109.0 20.0 .0360 .020 .250 .100 .300 1.40 .50 .00180 1 154 243 3600. 297.0 20.0 .1300 .020 .250 .100 .300 1.95 .90 .00180 1 103 203 2500. 23.0 90.0 .0100 .020 .250 .100 .300 1.50 .75 .00180 1 ' -2 0 0. .0 .0 .0300 ,013 .250 .100 .300 2.00 1.40 .00180 1 101 550. 11.5 40.0 .0160 .016 .250 .100 .300 2.00 1.40 .00180 1 100 118 780. 24.2 40.0 .0160 .016 .250 .100 .300 2.00 1.40 .00180 1 ' 200 119 500. 9.9 40.0 .0210 .016 .250 .100 .300 2.00 1.40 .00180 1 2 102 1400. 33.7 40.0 .0100 .016 .250 .100 .300 2.00 1.40 .00180 1 3 103 910. 20.9 40.0 .0160 .016 .250 .100 .300 2.00 1.40 .00180 1 4 104 519. 8.3 40.0 .0100 .016 .250 .100 .300 2.00 1.40 .00180 1 ' 5 105 1151. 37.0 40.0 .0200 .016 .250 .100 .300 2.00 1.40 .00180 1 6 106 1333. 55.1 40.0 .0100 .016 .250 .100 .300 2.00 1.40 .00180 1 1 107 500, 8.0 40.0 2.00 1.40 1 ' 8 108 820. 41.3 40.0 .0130 .0100 .016 .016 .250 .250 .100 .100 .300 .300 2.00 1.40 .00180 .00180 1 9 109 300. 7.1 40.0 .0100 .016 .250 .100 .300 2.00 1.40 .00180 1 10 110 700. 20.0 30.0 .0330 .016 .250 .100 .300 2.00 1.40 .00180 1 ' 11 111 1300. 42.1 60.0 .0100 .016 .250 .100 .300 2.00 1.40 .00180 1 12 112 400. 6.3 40.0 .0100 .016 .250 .100 .300 2.00 1.40 .00180 1 13 113 394. 8.6 40.0 .0200 .016 .250 .100 .300 2.00 1.40 .00180 1 14 114 1000. 32.7 60.0 .0160 .016 .250 .100 .300 2.00 1.40 .00180 1 ' 15 115 300. 3.5 90.0 .0040 .016 .250 .100 .300 2.00 1.40 .00180 1 16 115 340. 3.3 90.0 .0040 .016 .250 .100 .300 2.00 1..40 .00180 1 17 117 220. 2.2 90.0 .0040 .016 .250 .100 .300 2.00 1.40 .00180 1 ' 160 162 2000. 239.0 40.0 .0100 .016 .250 .100 .300 2.00 1.40 .00180 1 -2 0 0. .0 .0 .0300 .013 .250 .100 .300 2.00 1.40 .00180 134 231 1500. 30.0 10.0 .0190 .020 .250 .100 .300 .80 .20 .00180 1 135 231 1100. 61.0 23.0 .0140 .020 .250 .100 .300 .90 .43 .00180 1 ' 136 232 2640. 146.0 39.0 .0150 .020 .250 .100 .300 1.60 .80 .00180 1 137 232 1600. 50.0 31.0 .0150 .020 .250 .100 .300 1.20 .50 .00180 1 ' 138 139 235 235 1400. 1400. 133.0 27.0 52.0 45.0 .0110 .0200 .020 .020 .250 .250 .100 .100 .300 .300 1.60 1.50 1.10 .70 .00180 .00180 1 1 141 236 1600. 71.0 40.0 .0130 .020 .250 .100 .300 1.80 .80 .00180 1 142 236 1200. 55.0 56.0 .0120 .020 .250 .100 .300 1.80 .80 .00180 1 ' 127 226 1500. 125.0 54.0 .0250 .020 .250 .100 .300 .90 .50 .00180 1 128 226 2000. 51.0 40.0 .0290 .020 .250 .100 .300 1.38 .75 .00180 1 129 227 2800. 78.0 50.0 .0400 .020 .250 .100 .300 1.70 .90 .00180 1 130 228 2800. 157.0 70.0 .0150 .020 .250 .100 .300 1.00 .60 .00180 1 Date 4110195 PaEe 3 131 229 1000. 11.0 45.0 .0250 .020 .250 .100 .300 2.00 1.00 .00180 1 132 230 850. 72.0 41.0 .0160 .020 .250 .100 .300 1.10 .55 .00180 1 133 230 1800. 37.0 60.0 .0170 .020 .250 .100 .300 2.00 1.00 .00160 1 101 201 800. 24.0 90.0 .0036 .020 .250 .100 .300 .80 .20 .00180 1 102 201 2600. 305.0 90.0 .0033 .020 .250 .100 .300 1.50 .60 .00180 1 104 203 3000. 179.0 68.0 .0100 .100 .500 .100 .300 1.50 .75 .00180 1 105 202 800. 137.0 70.0 .0170 .020 .250 .100 .300 .90 .60 .00180 1 106 205 2400. 46.0 62.0 .0170 .016 .250 .100 .300 2.00 .90 .00180 1 107 205 1500. 152.0 35.0 .0150 .020 .250 .100 .300 .90 .60 .00180 1 108 206 1400. 67.0 41.0 .0200 .020 .250 .100 .300 1.00 .70 .00180 1 109 206 1800. 85.0 54.0 .0150 .016 .250 .100 .300 1.40 .75 .00180 1 110 208 1500. 51.0 41.0 .0087 .020 .250 .100 .300 .75 .50 .00180 1 ill 209 1200. 28.0 42.0 .0231 .020 .250 .100 .300 1.13 .63 .00180 1 112 209 2000. 66.0 42.0 .0300 .016 .250 .100 .300 1.10 .75 .00180 1 113 211 11500. 132.0 46.0 .0056 .016 .250 .100 .300 1.50 .75 .00180 1 114 212 2000. 63.0 40.0 .0200 .016 .250 .100 .300 1.25 .70 .00180 1 115 212 1200. 29.0 35.0 .0250 .020 .250 .100 .300 1.13 .63 .00180 1 116 213 1100. 53.0 36.0 .0286 .016 .250 .100 .300 1.13 .65 .00180 1 216 299 390. 16.0 50.0 .0200 .016 .250 .100 .300 1.13 .65 .00180 1_ 117 213 1420. 39.0 45.0 .0300 .016 .250 .100 .300 1.50 .80 .00180 1 118 215 915. 147.0 45.0 .0063 .016 .250 .100 .300 1.50 .80 .00180 1 119 216 1090, 45.0 50.0 .0375 .016 .250 .100 .300 1.13 .65 .00180 1 120 217 3920, 81.0 72.0 .0100 .016 .250 .100 .300 1.70 .88 .00180 1 121 218 1000, 99.0 90.0 .0080 .020 .250 .100 .300 .75 .50 .00180 1 122 219 1600. 92.0 66.0 .0200 .020 .250 .100 .300 1.50 .80 .00180 1 123 220 2200. 57.0 60.0 .0050 .020 .250 .100 .300 1.50 .80 .00180 1 124 221 2800. 180.0 40.0 .0050 .016 .250 .100 .300 1.50 .80 .00180 1 125 223 2050. 61.0 40.0 .0125 .016 .250 .100 .300 .50 .80 .00180 1 126 225 5280. 97.0 73.0 .0125 .016 .250 .100 .300 1.50 .80 .00180 1 25 375 1600. 15.2 40.0 .0090 .016 .250 .100 .300 .51 .50 .00180 1 26 377 5000. 186.8 38.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 227 399 1600. 18.9 57.0 .0240 .016 .250 .100 .300 .51 .50 .00180 1 27 379 3000. 47.6 29.0 .0150 .016 .256 .100 .300 .51 .50 .00180 1 28 380 3600. 46.5 40.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 29 382 1000. 6.7 40.0 .0400 .016 .250 .100 .300 .51 .50 .00180 1 30 397 2300. 24.5 40.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 31 385 3300. 51.1 42.0 .0200 .016 .250 .100 .300 .51 .50 .OD180 1 32 387 2800. 38.8 40.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 33 388 3250. 45.5 40.0 '0100 .016 .250 .100 .300 .51 .50 .00180 1 34 389 1000. 18.2 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 35 390 2000. 123.6 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 44 305 1800. 78.5 40.0 .0080 .016 .250 .100 .300 .51 .50 .00180 1 45 306 8000. 326.9 10.0 .1030 .050 .100 .100 .300 .51 .50 .00180 1 46 308 2400. 21.1 40.0 .0140 .016 .250 .100 .300 .51 .50 .00180 1 47 310 3600. 44.5 45.0 .0180 .016 .250 .100 .300 .51 .50 .00180 1 48 311 1000. 3.4 40.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 49 312 3200. 14.2 4D.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 50 314 1600. 9.3 40.0 .0200 .016 .250 .100 .300 .51 .50 .00180 1 51 316 5000. 35.0 25.0 .0260 .016 .250 .100 .300 .51 .50 .00180 1 52 317 3400. 77.1 40.0 .0120 .016 .250 .100 .300 .51 .50 .00180 1 53 320 1600. 10.1 40.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 54 323 2000. 14.1 40.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 55 325 800. 8.0 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 1 TOTAL NUMBER OF SUBCATCBMENTS, 98 TOTAL TRIBUTARY AREA (ACRES), 6958.50 1 1 1 t 1 1 Date 4110/95 Paee 4 1 ' SPRING CREEK HYDROLOGY INCLUDING PORTION OF CANAL IMPORTATION BASIN 100-YR FUT. COND. ; FROM 3/92 ACE W/AREA FOR INDIAN HILLS VILLAGE ^^* CONTINUITY CHECK FOR SUHCATCHMEMT ROUTING IN UDSWM2-PC MODEL ^^* WATERSHED AREA (ACRES) 6958.500 ' TOTAL RAINFALL (INCHES) 2.880 TOTAL INFILTRATION (INCHES) .758 ' TOTAL WATERSHED OUTFLOW (INCHES) 1.896 TOTAL SURFACE STORAGE AT END OF STROM (INCHES) .225 ' ERROR IN CONTINUITY, PERCENTAGE OF RAINFALL .005 1 1 1 1 Date 4/10/95 Paee 5 SPRING 100-YR CREEK HYDROLOGY FUT.COND.; FROM INCLUDING PORTION OF CANAL IMPORTATION BASIN 3/92 RCE W/AREA FOR INDIAN HILLS VILLAGE WIDTH INVERT SIDE SLOPES OVERBANK/SURCHARGE GUTTER GUTTER NDP NP OR DIAM LENGTH SLOPE HORIZ TO VERT MANNING DEPTH J NUMBER CONNECTION (FT) (FT) (FT/FT) L R N (FT) t 243 242 0 4 CHANNEL 8.0 1300. .0400 5.0 5.0 .040 6.00 OVERFLOW 22.0 1300. .0400 15.0 15.0 .040 50.00 242 241 0 4 CHANNEL 8.0 1900. .0210 10.0 10.0 .040 6.00 ' OVERFLOW 20.0 1900. .0210 20.0 20.0 .040 50.00 241 239 0 4 CHANNEL 8.0 1700. .0130 10.0 10.0 .040 6.00 OVERFLOW 20.0 1700. .0130 20.0 20.0 .040 50.00 240 239 0 1 CHANNEL 8.0 550. .0400 100.0 100.0 .100 50.00 ' 239 238 0 4 CHANNEL 8.0 2000. .0100 10.0 10.0 .040 6.00 OVERFLOW 19.0 2000. .0100 20.0 20.0 .040 50.00 238 237 0 4 CHANNEL 8.0 1400. .0100 9.0 9.0 .040 6.00 ' OVERFLOW .0 1400. .0100 100.0 100.0 .040 50.00 237 236 0 4 CHANNEL 8.0 2100. .0100 9.0 9.0 .040 6.00 OVERFLOW .0 2100. .0100 100.0 100.0 .040 50.00 ' 236 304 0 4 CHANNEL 8.0 1600. .0110 6.0 6.0 .040 4.00 OVERFLOW 10.0 1600. .0110 30.0 30.0 .040 50.00 304 235 3 2 PIPE .1 82. .0050 .0 .0 .015 .10 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 62.1 300.0 563.6 58000.0 235 232 0 4 CHANNEL 8.0 1400. .0070 2.0 2.0 .040 6.00 OVERFLOW 15.0 1400. .0070 30.0 30.0 .040 50.00 1 232 231 0 4 CHANNEL 8.0 2640. .0069 2.0 2.0 .040 5.00 OVERFLOW .0 2640. .0069 35.0 35.0 .040 50.00 231 230 0 4 CHANNEL 8.0 1600. .0069 2.0 2.0 .040 4.00 OVERFLOW .0 1600. .0069 35.0 35.0 .040 50.00 ' 230 228 0 4 CHANNEL 37.0 1800. .0063 2.0 2.0 .040 2.00 OVERFLOW 16.0 1800. .0063 3.0 3.0 .040 10.00 229 228 0 5 PIPE 1.5 1000. .0050 .0 .0 .015 1.50 , OVERFLOW 100.0 1000. .0050 2.0 2.0 .016 5.00 228 226 0 4 CHANNEL 18.0 2800. .0057 2.0 2.0 .040 3.00 OVERFLOW 120.0 2800. .0057 4.0 4.0 .040 50.00 227 226 0 1 CHANNEL 80.0 2300. .0060 4.0 4.0 .. 040 50.00 226 219 0 4 CHANNEL 8.0 2100. .0050 2.0 2.0 .040 4.00 OVERFLOW .0 2100. .0050 100.0 100.0 .040 50.00 225 224 0 5 PIPE 1.8 1800. .0060 .0 .0 .015 1.80 ' OVERFLOW 100.0 1800. .0060 2.0 2.0 .016 5.00 224 222 0 5 PIPE 2.8 2100. .0050 .0 2.80 OVERFLOW 100.0 2100. .0050 2.0 .0 2.0 .015 .016 6.00 ' 223 222 0 5 PIPE 2.0 1400. .0080 .0 .0 .015 2.00 OVERFLOW 100.0 1400. .0080 2.0 2.0 .016 5.00 222 221 0 5 PIPE 3.0 2000. .0080 .0 .0 .015 3.00 OVERFLOW 100.0 2000. .0080 2.0 2.0 .016 5.00 ' 221 219 0 5 PIPE 3.0 2800. .0050 .0 .0 .015 3.00 OVERFLOW 100.0 2800. .0050 2.0 2.0 .016 5.00 220 219 0 1 CHANNEL 10.0 1300. .0080 5.0 3.0 .040 10.00 ' 219 303 0 4 CHANNEL 10.0 650. .0030 2.0 2.0 .040 1.50 OVERFLOW 55.0 650. .0030 4.0 4.0 .035 50.00 Date 4110/95 Paee 6 ' 303 216 8 2 PIPE .1 30. .1000 .0 .0 .080 .10 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .D .0 .9 102.0 4.0 515.0 22.5 877.0 60.7 1250.0 131.0 1658.0 232.0 2043.0 352.0 2185.0 ' 101 232 0 1 CHANNEL 7.0 750. .0146 .0 .0 .016 4.00 118 101 0 1 CHANNEL 8.D 590. .0100 4.0 4.0 .035 4.00 119 118 0 1 CHANNEL 4.0 729. .0110 4.0 4.0 .035 5.00 ' 102 120 0 5 PIPE 2.0 1100. .0100 .0 .0 .013 2.00 OVERFLOW 1.0 1100. .0100 33.0 33.0 .016 100.00 122 101 0 5 PIPE 2.8 729. .0110 .0 .0 .035 2.80 ' OVERFLOW 4.0 729. .0110 4.0 4.0 .035 5.00 104 103 0 5 PIPE 4.0 500. .0044 .0 .0 .013 4.00 OVERFLOW 1.0 500. .0044 33.0 33.0 .016 100.00 103 121 7 2 PIPE 2.0 200. .0029 .0 .0 .013 2.00 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 9.0 .9 12.0 5.7 15.0 21.9 20.0 47.5 40.0 60.0 50.0 0 0 120 119 0 1 CHANNEL 2.5 650. .0165 4.0 4.0 .030 54.50 124 123 0 1 CHANNEL 2.0 900. .0060 4.0 4.0 .035 4.50 121 122 0 5 PIPE 2.0 410. .0026 .0 .0 .013 2.00 OVERFLOW 2.0 410. .0026 4.0 4.0 .035 4.50 105 104 0 5 PIPE 2.0 1500. .0050 .0 .0 .013 2.00 OVERFLOW 1.0 1500. .0050 33.0 33.0 .016 100.00 106 104 0 5 PIPE 3.5 1050. .0100 .0 .0 .013 3.50 ' OVERFLOW 1.0 1050. .0100 33.0 33.0 .016 100.00 126 124 0 1 CHANNEL 2.0 1140. .0060 4.0 4.0 .035 4.50 108 124 0 5 PIPE 2.5 80. .0070 .0 .0 .013 4.00 ' OVERFLOW 1.0 80. .0070 33.0 33.0 .016 100.00 127 109 0 5 PIPE 1.5 51. .0160 .0 .0 .016 3.00 OVERFLOW 1.0 51. .0160 33.0 33.0 .016 100.00 109 126 0 5 PIPE 2.0 115. .0200 .0 .0 .016 3.00 OVERFLOW 1.0 115. .0200 33.0 33.0 .016 100.00 107 123 0 5 PIPE 1.8 633. .0020 .0 .0 .013 1.80 ' 123 120 0 1 OVERFLOW 1.0 633. CHANNEL 4.0 1300. .0020 .0060 33.0 4.0 33.0 4.0 .016 .035 100.00 4.50 110 106 0 5 PIPE 2.0 80. .0050 .0 .0 .013 2.00 OVERFLOW 1.0 80. .0050 33.0 33.0 .016 100.00 ' 111 127 0 1 CHANNEL 2.0 800. .0200 .3 .3 .040 3.50 112 128 2 2 PIPE 1.2 30. .0050 .0 .0 .013 1.20 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .5 5.6 ' 113 112 2 2 PIPE 1.2 50. .0050 .0 .0 .013 1.20 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 2.4 3.0 128 127 0 1 CHANNEL 1.0 1300. .0094 5.0 5.0 .060 3.00 114 129 0 1 CHANNEL 1.0 1200. .0111 5.0 5.0 .060 3.00 115 129 2 2 PIPE .5 50. .0050 .0 .0 .013 .50 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .8 .1 116 129 2 2 PIPE .7 50. .0050 .0 .0 .013 .70 ' RESERVOIR .0 STORAGE IN .0 ACRE-FEET VS SPILLWAY OUTFLOW .6 1.0 117 129 2 2 PIPE .5 50. .0050 .0 .0 .013 .50 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .5 .7 129 111 0 1 CHANNEL 2.0 1000. .0100 3.0 3.0 .035 3.00 161 219 0 2 PIPE 2.0 4000. .0100 .0 .0 .016 2.00 ' 218 216 0 5 PIPE 2.5 2800. .0133 .0 .0 .015 2.50 Dace 4110/95 Paee 7 OVERFLOW 100.0 2800. .0133 6.0 6.0 .016 5.00 50 161 4 2 PIPE .1 10. .0100 .0 .0 .100 .10 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 5.0 12.5 10.9 26.0 17.8 35.0 160 50 0 2 PIPE 5.0 1700. .0046 .0 .0 .016 5.00 51 160 5 2 PIPE .1 10. .0100 .0 .0 .100 .10 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 1.2 75.0 3.2 145.0 6.4 197.0 10.8 238.0 162 51 0 4 CHANNEL 30.0 2000. .0040 .0 .0 .016 .50 OVERFLOW .0 2000. .0040 50.0 50.0 .060 10.00 217 216 0 5 PIPE 2.0 2400. .0060 .0 .0 .015 2.00 OVERFLOW 100.0 2400. .0060 2.0 2.0 .016 5.00 216 213 0 4 CHANNEL 8.0 1200. .0070 7.0 3.0 .040 8.00 OVERFLOW B.0 1200. .0070 100.0 100.0 .040 50.00 299 213 0 5 PIPE 3.5 155. .0040 .0 .0 .015 4.00 OVERFLOW 10.0 300, .0021 100.0 100.0 016 50.00 213 212 0 4 CHANNEL 8.0 2000. .0040 3.0 3.0 .040 1.50 OVERFLOW 56.5 2000. .0040 8.0 8.0 .035 5D.00 215 214 0 5 PIPE 1.0 2700. .0063 .0 .0 .015 1.00 OVERFLOW 400.0 2700. .0063 2.0 2.0 .016 5.00 214 200 0 5 PIPE 1.0 1350. .0050 .0 .0 .015 1.00 OVERFLOW 100.0 1350. .0050 2.0 2.0 .016 5.00 200 213 0 5 PIPE 2.0 1100. .0275 .0 .0 .015 2.00 OVERFLOW ,0 1100. .0275 2.0 2.0 .016 5.00 212 209 0 4 CHANNEL 20.0 1300. .0070 6.0 9.0 .040 6.00 OVERFLOW 7.0 1300, .0070 65.0 90.0 .040 50.00 209 206 0 4 CHANNEL 8.0 1100. .0080 2.0 2.0 .040 3.00 OVERFLOW .0 1100. .0080 150.0 30.0 .040 50.00 211 210 0 1 CHANNEL 280.0 2500. .0056 2.0 2.0 .016 5.00 210 206 0 5 PIPE 2.0 1600. .0200 .0 .0 .015 2.00 OVERFLOW 60.0 1600. .0200 6.0 6.0 .016 5.00 206 205 0 4 CHANNEL 8.0 2200. .0090 2.0 2.0 .040 3.00 OVERFLOW .0 2200. .0090 10.0 10.0 .040 50.00 208 207 3 2 PIPE .1 5. .0100 .0 .0 .015 .10 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 5.0 16.0 6.3 146.0 207 205 0 1 CHANNEL 5.0 1500. .0250 4.0 4.0 .040 5.00 205 302 0 4 CHANNEL 8.0 2400. .0080 2.0 2.0 .040 3.00 OVERFLOW .0 2400. .0080 10.0 10.0 .040 50.00 302 202 6 2 PIPE .1 32. .0050 .0 .0 .015 .10 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 2.0 1030.0 4.0 1400.0 9.0 1750.0 20.3 2100.0 98.0 3944.0 202 301 0 4 CHANNEL 10.0 400. .0050 6.0 10.0 .. 040 4.00 OVERFLOW 2.0 400. .0050 100.0 100.0 .040 50.00 301 201 0 4 CHANNEL 10.0 750. .0029 2.0 2.0 .035 1.00 OVERFLOW 52.0 750. .0029 3.0 3.0 .040 15.00 203 201 0 1 CHANNEL 5.0 3000. .0033 50.0 50.0 .040 50.00 201 300 0 4 CHANNEL 10.0 2500. .0036 3.0 3.0 .040 2.00 OVERFLOW 160'.0 2500. .0036 4.0 4.0 .040 50.00 305 311 20 1 CHANNEL 40.0 1800. .0004 4.0 4.0 .040 100.00 TIME IN HRS VS INFLOW IN CPS .0 .0 .5 3.8 .8 49.9 1.0 70.9 1.1 77.4 1.2 81.8 1.4 87.6 1.5 89.2 1.8 90.9 2.2 88.9 2.6 85.9 3.1 81.6 4.0 42.8 5.0 22.3 6.1 12.3 7.0 7.9 7.5 6.2 8.5 3.8 9.5 2.4 10.0 2.0 306 307 0 1 CHANNEL 5.0 4000. .0300 10.0 10.0 .040 100.00 307 310 6 2 PIPE 3.5 150. .0100 .0 .0 .013 3.50 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW Date 4110/95 Pace 8 ' 308 309 1 310 311 312 313 314 316 317 318 ' 319 320 321 322 323 324 325 388 389 390 375 376 ' 377 378 399 398 379 380 381 382 .0 .0 .2 .0 2.4 5.0 309 0 1 CHANNEL 2.0 1200. 310 4 2 PIPE 1.3 750. RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 .0 .4 .0 311 0 4 CHANNEL 20.0 1800. OVERFLOW 20.0 1800. 314 0 1 CHANNEL 50.0 1000. 313 0 1 CHANNEL 1.0 1600. 314 4 2 PIPE 1.3 73. RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 .0 .4 .0 319 0 1 CHANNEL 50.0 1600. 317 0 4 CHANNEL 5.0 2000. OVERFLOW 5.0 2000. 318 0 4 CHANNEL 4.0 1700. OVERFLOW 4.0 1700. 319 5 2 PIPE 1.8 56. RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 2.7 3.0 8.3 6.0 322 0 1 CHANNEL 50.0 1200. 321 0 1 CHANNEL 2.0 800. 322 4 2 PIPE 1.0 88. RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 .0 .5 .0 325 0 1 CHANNEL 50.0 450. 324 0 1 CHANNEL 2.0 1000. 325 3 1 CHANNEL 1.0 74. RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 .0 .9 .0 236 0 1 CHANNEL 60.0 1200. 390 0 1 CHANNEL 5.0 3250. 390 3 2 PIPE 2.0 50. RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .7 6.0 2.2 22.0 231 0 1 CHANNEL 30.0 2000. 376 0 1 CHANNEL 2.0 800. 377 4 2 PIPE 2.0 18. RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .5 .0 1.5 1.0 378 0 4 CHANNEL 5.0 2500. OVERFLOW 5.0 2500. 398 8 2 PIPE .0 100. RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .3 2.4 1.2 9.4 22.9 25.5 32.2 28.0 398 4 2 PIPE .1 100. RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 10.0 .5 33.0 383 0 2 PIPE 3.0 1890. 383 0 1 CHANNEL 10.0 1600. 381 0 1 CHANNEL 2.0 1800. 383 4 2 PIPE 1.0 50. RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .9 9.0 3.1 13.0 383 3 2 PIPE 1.3 30. RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 1.0 .8 4.0 10.1 10.0 26.8 15.0 .0150 33.0 33.3 .016 .0180 .0 .0 .013 2.3 .0 .0110 4.0 4.0 .040 .0110 100.0 100.0 .080 .0004 4.0 4.0 .040 .0150 33.0 33.0 .016 .0070 .0 .0 .013 1.3 .0 .0004 4.0 4.0 .040 .0130 20.0 20.0 .040 .0130 100.0 100.0 .080 .0140 3.0 3.0 .080 .0140 50.0 50.0 .080 .0050 .0 .0 .013 14.2 12.0 17.1 135.0 .0004 4.0 4.0 .040 .0050 33.0 33.0 .016 .0020 .0 .0 .023 1.0 .0 .0040 4.0 4.0 .040 .0050 33.0 33.0 .016 .0040 .0 .0 .023 .0004 4.0 4.0 .040 .0004 4.0 4.0 .040 .0100 .0 .0 .013 .0004 4.0 4.0 .040 .0090 33.0 33.0 .016 .0020 .0 .0 .016 4.1 6.0 .0100 5.0 5.0 .040 .0100 5.0 100.0 .060 .0100 .0 .0 ..013 4.9 15.0 9.2 18.5 .0064 .0 .0 .013 20.0 33.0 .0064 .0 .0 .0090 20.0 20.0 .0100 33.0 33.0 .0100 .0 .0 4.6 200.0 .0100 .0 .0 012 040 O16 013 37.7 20.0 100.00 1.30 3.00 100.00 100.00 100.00 1.30 100.00 2.00 100.00 100.00 100.00 1.80 100.00 100.00 1.00 100.00 100.00 1.00 100.00 100.00 2.00 100.00 100.00 2.00 1.00 100.00 .01 15.0 21.5 10 3.00 100.00 100.00 1.00 023 1.30 Dace 4110195 Paee 9 397 383 0 3 383 385 0 1 CHANNEL 384 385 20 1 CHANNEL TIME IN HRS VS INFLOW IN CFS .0 .0 .5 8.2 1.0 147.7 1.1 150.0 2.5 89.7 3.0 78.2 8.0 5.7 10.0 .9 385 387 0 1 CHANNEL 386 387 20 1 CHANNEL TIME IN HRS VS INFLOW IN CPS .0 .0 .5 9.4 1.0 117.8 1.1 116.9 2.6 92.8 3.1 87.7 9.0 14.7 10.0 10.5 387 227 0 1 CHANNEL TOTAL NUNMER OF GUTTERS/PIPES, 118 Date 4/10/95 1.0 1. .1000 1.0 1.0 .010 20.0 1150. .0100 4.0 4.0 .040 4D.0 400. .0060 4.0 4.0 .040 .6 46.9 .7 94.0 .6 125.2 1.2 153.4 1.3 152.4 1.5 139.9 3.5 42.2 4.0 28.4 4.5 24.0 50.0 1650. .0060 4.0 4.0 .040 40.0 500. .0060 4.0 4.0 .040 .6 43.0 .7 81.7 .8 105.6 1.2 115.2 1.4 111.8 1.6 108.3 3.5 84.5 4.6 68.4 6.0 50.1 80.0 1400. .0060 4.0 4.0 .040 1.00 , 100.00 100.00 .9 141.2 , 2.0 109.1 5.5 19.4 100.00 ' 100.00 .9 115.0 ' 2.0 102.1 7.5 34.9 100.00 1 1 Paee 10 SPRING CREEK HYDROLOGY INCLUDING PORTION OF CANAL IMPORTATION BASIN 100-YR FUT.COND.; FROM 3/92 RCE W/AREA FOR INDIAN HILLS VILLAGE ARRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES ' GUTTER TRIBUTARY GUTTER/PIPE 50 160 0 0 0 0 0 0 0 0 0 ' 51 162 0 0 0 0 0 0 0 0 0 101 118 122 0 0 0 0 0 0 0 0 ' 102 0 0 0 0 0 0 0 0 0 0 ' 103 104 0 0 0 0 0 0 0 0 0 104 105 106 0 0 0 0 0 0 0 0, ' 105 0 0 0 0 0 0 0 0 0 0 105 110 0 0 0 0 0 0 0 0 0 ' 107 0 0 0 0 0 0 0 0 0 a ' 108 0 0 0 0 0 0 0 0 0 0 109 127 0 0 0 0 0 a 0 0 0 ' 110 0 0 0 0 0 0 0 0 0 0 111 129 0 0 0 0 0 0 0 0 0 ' 112 113 0 0 0 0 0 0 0 0 0 ' 113 0 0 0 0 0 0 0 0 0 0 114 0 0 0 0 0 0 0 0 0 0 ' 115 0 0 0 0 0 0 0 0 0 0 116 0 0 0 0 0 0 0 0 0 0 ' 117 0 0 0 0 0 0 0 0 0 0 ' 118 119 0 0 0 0 0 0 0 0 0 119 120 0 0 0 0 0 0 0 0 0 120 102 123 0 0 0 0 0 0 0 0 121 103 0 0 0 0 0 0 0 0 0 TRIBUTARY SUBAREA D.A.( 0 0 0 0 0 0 0 0 0 0 23 0 0 0 0 0 0 0 0 0 0 23 1 0 0 0 0 0 0 0 0 0 37 2 0 0 0 0 0 0 0 0 0 3 3 0 0 0 0 0 0 0 0 0 14 4 0 0 0 0 0 0 0 0 0 12 5 0 0 0 0 0 0 0 0 0 3 6 0 0 0 0 0 0 0 0 0 7 7 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 4 9 0 0 0 0 a 0 0 0 0 10 10 0 0 0 0 0 0 0 0 0 2 11 0 0 0 0 0 0 0 a 0 8 12 0 a 0 0 0 0 0 0 0 1 13 0 0 0 0 0 0 0 0 0 14 0 0 0 0 0. 0. 0 0 0 3 15 0 0 0 0 0 0 0 0 0 16 0 0 0 0 0 0 0 0 0 17 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 22 200 0 0 0 0 0 0 0 0 0 19 0 0 0 0 0 0 0 0 a 0 18 0 0 0 0 0 0 0 0 0 0 14 Date 4110/95 Page 11 122 121 0 0 0 0 0 0 0 0 0 123 124 107 0 0 0 0 0 0 0 0 124 126 108 0 0 0 0 0 0 0 0 126 109 0 0 0 0 0 0 0 0 0 127 111 128 0 0 0 0 0 0 0 0 128 112 0 0 0 0 0 0 0 0 0 129 114 115 116 117 0 0 0 0 0 0 160 51 0 0 0 0 0 0 0 0 0 161 50 0 0 0 0 0 0 0 0 0 162 0 0 0 0 0 0 0 0 0 0 200 214 0 0 0 0 0 0 0 0 0 201 301 203 0 0 0 0 0 0 0 0 202 302 0 0 0 0 0 0 0 0 0 203 0 0 0 0 0 0 0 0 0 0 205 206 207 0 0 0 0 0 0 0 0 206 209 210 0 0 0 0 0 0 0 0 207 208 0 0 0 0 0 0 0 0 0 208 0 0 0 0 0 0 0 0 0 0 209 212 0 0 0 0 0 0 0 0 0 210 211 0 0 0 0 0 0 0 0 0 211 0 0 0 0 0 0 0 0 0 0 212 213 0 0 0 0 0 0 0 0 0 213 216 299 200 0 0 0 0 0 0 0 214 215 0 0 0 0 0 0 0 0 0 215 0 0 0 0 0 0 0 0 0 0 216 303 218 217 0 0 0 0 0 0 0 217 0 0 0 0 0 0 0 0 0 0 218 0 0 0 0 0 0 0 0 0 0 219 226 221 220 161 0 0 0 0 0 0 Date 4/10/95 I 0 0 0 0 0 0 0 0 0 0 1' 0 0 0 0 0 0 0 0 0 0 15 0 0 0 0 0 0 0 0 0 0 1, 0 0 0 0 0 0 0 0 0 0 10 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 2� 0 0 0 0 0 0 0 0 0 0 23 160 0 0 0 0 0 0 0 0 0 21 0 0 0 0 0 0 0 0 0 0 1 101 102 0 0 0 0 0 0 0 0 69 105 0 0 0 0 0 0 0 0 0 641 103 104 0 0 0 0 0 0 0 0 20 106 107 0 0 0 0 0 0 0 0 621 108 109 0 0 0 0 0 0 0 0 604 0 0 0 0 0 0 0 0 0 0 110 0 0 0 0 0 0 0 0 0 111 112 0 0 0 0 0 0 0 0 575 0 0 0 0 0 0 0 0 0 0 11 113 0 0 0 0 0 0 0 0 0 13 114 115 0 0 0 0. 0. 0 0 0 561 116 117 0 0 0 0 0 0 0 0 551 0 0 0 0 0 0 0 0 0 0 14 118 0 0 0 0 0 0 0 0 0 11 119 0 0 0 0 0 0 0 0 0 531 120 0 0 0 0 0 0 0 0 0 , 121 0 0 0 0 0 0 0 0 0 122 0 0 0 0 0 0 0 0 0 50 PaKe 12 1 1 1 1 1 1 220 0 0 0 0 0 0 0 0 0 0 221 222 0 0 0 0 0 0 0 0 0 222 224 223 0 0 0 0 0 0 0 0 223 0 0 0 0 0 0 0 0 0 0 224 225 0 0 0 0 0 0 0 0 0 225 0 0 0 0 0 0 0 0 0 0 226 228 227 0 0 0 0 0 0 0 0 227 387 0 0 0 0 0 0 0 0 0 228 230 229 0 0 0 0 0 0 0 0 229 0 0 0 0 0 0 0 0 0 0 230 231 0 0 0 0 0 0 0 0 0 231 232 390 0 0 0 0 0 0 0 0 232 235 101 0 0 0 0 0 0 0 0 235 304 0 0 0 0 0 0 0 0 0 236 237 325 0 0 0 0 0 0 0 0 237 238 0 0 0 0 0 0 0 0 0 238 239 0 0 0 0 0 0 0 0 0 239 241 240 0 0 0 0 0 0 0 0 240 0 0 0 0 0 0 0 0 0 0 241 242 0 0 0 0 0 0 0 0 0 242 243 0 0 0 0 0 0 a 0 0 243 0 0 0 0 0 0 0 0 0 0 299 0 0 0 0 0 0 0 0 0 0 301 202 0 0 0 0 0 0 0 0 0 302 205 0 0 0 0 0 0 0 0 0 303 219 0 0 0 0 0 0 0 0 0 304 236 0 0 0 0 0 0 0 0 0 305 0 0 0 0 0 0 0 0 0 0 306 0 0 0 0 0 0 0 0 0 0 123 0 0 0 0 0 0 0 0 0 5 124 0 0 0 0 0 0 0 0 0 33 0 0 0 0 0 0 0 a 0 0 15 125 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 9 126 0 0 0 0 0 0 0 0 0 9 127 126 0 0 0 0 0 0 0 0 436 129 0 0 0 0 0 a 0 0 0 51 130 0 0 0 0 0 0 0 0 0 367 131 0 0 0 0 0 0 0 0 0 1 132 133 0 0 0 0 0 0 0 0 350 134 135 0 0 0 0 0 0 0 0 339 136 137 0 0 0 0 0 0 0 0 311 138 139 0 0 0 0 0 0 0 0 254 141 142 0 0 0 0 0 0 0 0 238 143 144 0 0 0 0 0 0 0 0 161 145 146 0 0 0 0 0 0 0 0 134 147 149 0 0 0 0 0 0 0 0 103 148 0 0 0 0 0 0 0 0 0 23 150 151 0 0 0 0 0 0 0 0 63 152 153 0 0 0 0 0 0 0 0 49 154 0 0 0 0 0. 0 0 0 0 29 216 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 642 0 0 0 0 0 0 0 0 0 0 629 0 0 0 0 0 0 0 0 0 0 509 0 0 0 0 0 0 0 0 0 0 238 44 0 0 0 0 0 0 0 0 0 7 45 0 0 0 a 0 0 0 0 0 32 D,te 4/10/95 Paxe 13 307 306 0 0 0 0 0 0 0 0 0 308 0 0 0 0 0 0 0 0 0 0 309 308 0 0 0 0 0 0 0 0 0 310 307 309 0 0 0 0 0 0 0 0 311 305 310 0 0 0 0 0 0 0 0 312 0 0 0 0 0 0 0 0 0 0 313 312 0 0 0 0 0 0 0 0 0 314 311 313 0 0 0 0 0 0 0 0 316 0 0 0 0 0 0 0 0 0 0 317 316 0 0 0 0 0 0 0 0 0 318 317 0 0 0 0 0 0 0 0 0 319 314 318 0 0 0 0 0 0 0 0 320 0 0 0 0 0 0 0 0 0 0 321 320 0 0 0 0 0 0 0 0 0 322 319 321 0 0 0 0 0 0 0 0 323 0 0 0 0 0 0 0 0 0 0 324 323 0 0 0 0 0 0 0 0 0 325 322 324 0 0 0 0 0 0 0 0 375 0 0 0 0 0 0 0 0 0 0 376 375 0 0 0 0 0 0 0 0 0 377 376 0 0 0 0 0 0 0 0 0 378 377 0 0 0 0 0 0 0 0 0 379 0 0 0 0 0 0 0 0 0 0 380 0 0 0 0 0 0 0 0 0 0 381 380 0 0 0 0 0 0 0 0 0 382 0 0 0 0 0 0 0 0 0 0 383 398 379 381 382 397 0 0 0 0 0 384 0 0 0 0 0 0 0 0 0 0 385 383 384 0 0 0 0 0 0 0 0 Data 4/10195 1 0 0 0 0 0 0 0 0 0 0 3' 46 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 1 47 0 0 0 0 0 0 0 0 0 39 48 0 0 0 0 0 0 0 0 0 41 49 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50 0 0 0 0 0 0 0 0 0 4� 51 0 0 0 0 0 0 0 0 0 3 52 0 0 0 0 0 0 0 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 53 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 6� 54 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 55 0 0 0 0 0 0 0 0 0 6� 25 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 26 0 0 0 0 0 0 0 0 0 20 0 0 0 0 0 0. 0. 0 0 0 21 27 0 0 0 0 0 0 0 0 0 1 28 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 31 0 0 0 0 0 0 0 0 0 0 31 0 0 0 0 0 0 0 0 0 31 1 Pace 14 1 1 1 1 1 1 1 1 386 0 0 0 0 0 0 0 0 0 0 387 385 386 0 0 0 0 0 0 0 0 388 0 0 0 0 0 0 0 0 0 0 389 0 0 0 0 0 0 0 0 0 0 390 388 389 0 0 0 0 0 0 0 0 397 0 0 0 0 0 0 0 0 0 0 398 378 399 0 0 0 0 0 0 0 0 399 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 32 0 0 0 0 0 0 0 0 0 43 33 0 0 0 0 0 0 0 0 0 4 34 0 0 0 0 0 0 0 0 0 1 35 0 0 0 0 0 0 0 0 0 18 30 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 22 227 0 0 0 0 0 0 0 0 0 1 Date 4110/95 Paee 15 SPRING CREEK HYDROLOGY INCLUDING PORTION OF CANAL IMPORTATION BASIN 100-YR FUT. COND. ; FROM 3192 ACE W/AREA FOR INDIAN HILLS VILLAGE HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 43 CONVEYANCE ELEMENTS THE UPPER NUMBER IS DISCHARGE IN CPS 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. (I) DENOTES GUTTER INFLOW IN CPS 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) 243 242 241 240 239 238 237 236 304 232 231 230 229 228 227 226 225 224 222 221 220 219 218 217 216 215 214 212 211 210 209 208 207 206 205 302 301 202 201 0 5. 0. 0. 0. 0. 0. 0. 0. 0. 0. .O( ) .0( ) .0( ) .0( ) .0( ) .0( ) .0( ) .0( ) .0(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( ) .o( ) .0( ) .0( > .0( ) 0( ) 0. 0. 0. 0. 0. 0. 0. 0. 0. .0( } .0( ) .0( ) .0( ) .o(S) .0( ) .0( > .0( ) .o(S) 0. 0. 0. .0( ) .0( ) .0( ) 0 15. 12. 4. 2. 9. 3. 4. 1. 1. 0. .4( ) .2( ) .2( ) .3( ) .2( ) .3( ) .1( ) .1( ) .0(S) 1. 1. 0. 1. 0. 0. 1. 8. 1. .2( ) .1( ) .0( ) .5( ) .0( ) .0( ) .2( ) 1.1( ) .4( ) 1. 1. 0. 2. 1. 4. 2. 0. 0. .3( ) .4( ) .1( ) .2( ) .2( ) .7( ) .2( ) .3( ) .1( ) 1. 1. 0. 4. 0. o. Z. 1. 1. .1( ) .0( ) .1( ) .3( ) .0(S) .0( ) .2( ) .2( ) .0(S) 0. 0. .1( ) 235 223 213 203 0 25, 118, 103. 84. 84. 100. 122. 75. 62. 1. 37. 1.2( ) 1.2( ) 1.2( ) .7( ) 1.4( ) 1.6( ) 1.2( ) 1.2( ) .3(S) 1.2( ) Date 4110195 1 1 1 1 1 1 1 62. 38. 26. 7. 26, 14. 52. 50. 25. 22. 1.6( ) 1.2( ) .4( ) 1.5( ) .7( ) .2( ) 1.6( ) 2.0( ) 1.8( ) 2.0( ) 30, 44. 16. 84. 17. 27. 60. 3. 2. 47. 1.7( ) 3.0( ) .6( ) 1.8( ) 1.1( ) 2.1( ) 1.4( ) 1.0( ) .8( ) 1.5( ) 54. 25. 15. 90. 1. 0. 86. 70. 52. 5. .8( ) .1( ) 1.1( ) 1.9( ) .3(5) .0( ) 1.8( ) 1.6( ) .1(S) .3( ) 22. 57. 16. 1.0( ) 1.2( ) .8( ) 0 35. 508. 569. 595. 396. 796. 1011. 839. 745. 22. 265. 2.5( ) 2.5( ) 2.8( ) 1.3( ) 3.4( ) 3.9( ) 3.5( ) 3.8( ) 4.5(S) 3.4( ) 526. 452. 402. 25. 368. 173. 456. 377. 133. 126. 4.8( ) 4.4( ) 2.1( ) 1.6( ) 3.1( ) .8( ) 4.6( ) 2.5( ) 3.1( ) 2.3( ) 94. 171. 125. 810. 67, 214, 573. 25. 5. 365. 3.2( ) 3.4( ) 1.8( ) 3.8( ) 2.6( ) 2.5( ) 3.9( ) 1.1( ) 1.0( ) 2.7( ) 411. 223. 121. 446. 4. 1. 538. 625. 503. 47. 2.5( ) .3( ) 2.3( ) 3.7( ) 1.4(S) .2( ) 4.5( ) 4.6( ) 1.0(S) .8( ) 353, 607. 162. 2.5( ) 3.6( ) 2.3( ) 0 45. 311. 657. 958. 351. 1603. 2026. 2263. 2191. 118. 419. 2.0( ) 2.7( ) 3.5( ) 1.2( ) 4.5( ) 5.1( ) 5.4( ) 5.4( ) 24.4(S) 4.3( ) 973. 1033. 1077. 30. 968. 508. 1091. 345. 389. 131. 6.0( ) 5.6( ) 3.5( ) 1.6( ) 4.0( ) 1.6( ) 5.5( ) 2.4( ) 3.5( ) 2.3( ) 461. 579. 165. 1952. 197. 289. 1305. 106. 54. 1226. 3.6( ) 3.9( ) 2.1( ) 5.5( ) 2.8( ) 2.6( ) 5.6( ) 1.1( ) 1.2( ) 4.1( ) 1183. 324. 341. 1076. 10. 6. 1462. 1479. 1244. 132. 4.1( ) .3( ) 2.6( ) 4.5( ) 3.0(S) .4( ) 6.0( ) 6.2( ) 3.2(S) 1.2( ) 1332. 1435. 1016. 4.6( ) 4.9( ) 3.5( ) 0 55. 245. 438. 651. 276, 1252. 1671. 2158. 2455. 266. 460.. . 1.8( ) 2.3( ) 2.9( ) 1.1( ) 4.1( ) 4.7( ) 5.3( ) 5.6( ) 55.0(S) 4.5( ) 998. 1264. 1366. 19. 1475. 661. 1820. 191. 252. 83. 6.1( ) 5.9( ) 4.0( ) 1.6( ) 4.5( ) 1.8( ) 6.0( ) 2.2( ) 3.3( ) 2.2( ) 393. 652. 107. 2682. 213. 177. 1424. 147. 129. 1587. 3.6( ) 4.0( ) 1.7( ) 6.4( ) 2.8( ) 2.4( ) 5.8( ) 1.2( ) 1.4( ) 4.6( ) 1640. 235. 253. 1618. 13. 11. 1932. 1992. 1630. 179. 4.7( ) .3( ) 2.5( ) 4.9( ) 3.9(S) .5( ) 6.6( ) 6.8( ) 7.3(S) 1.4( ) 1768. 1819. 2019. 5.3( ) 5.2( ) 4.4( ) 1 5. 187. 339. 487. 210. 926. 1221. 1608. 1952. 1567. 1300. Da6n 4/10/95 Pa¢e 17 1.6( ) 2.0( ) 2.6( ) 1.0( ) 3.6( ) 4.2( ) 4.7( ) 5.2( ) 73.1(S) 6.9( ) 1221. 1369. 1427. 13. 1612. 668. 2257. 118. 161. 58. 6.4( ) 6.0( ) 4.0( ) 1.6( ) 4.6( ) 1.9( ) 6.2( ) 2.1( ) 3.2( ) 2.2( ) 252. 476. 71. 2911. 181. 113. 1530. 143. 145. 1718. 3.4( ) 3.8( ) 1.4( ) 6.6( ) 2.8( ) 2.3( ) 5.9( ) 1.2( ) 1.4( ) 4.7( ) 1774. 167. 182. 1820. 14. 13. 2114. 2229. 1855. 197. 4.9( ) .2( ) 2.4( ) 5.0( ) 4,5(S) .6( ) 6.8( ) 7.1( ) 12.4(S) 1.4( ) 1997. 2021. 2489. 5.6( ) 5.3( ) 4.7( ) 1 15. 149. 269. 379. 160, 709. 925. 1205. 1540. 1668. 1787. 1.4( ) 1.8( ) 2.3( ) .9( ) 3.2( ) 3.7( ) 4.1( ) 4.9( ) 74.0(S) 7.5( 7 1782. 1798. 1725. 9. 1723. 622. 2394. 77. 108. 43. 7.1( ) 6.4( ) 4.5( ) 1.5( ) 4.7( ) 1.8( ) 6.3( ) 2.0( ) 3.1( ) 2.1( ) 183. 341. 49. 2876. 145. 76. 1601. 123. 131. 1784. 3.3( ) 3.6( ) 1.1( ) 6.6( ) 2.7( ) 2.2( ) 6.1( ) 1.1( ) 1.4( ) 4.8( ) 1832. 119. 131. 1877. 15. 15. 2114. 2250. 1992. 196. 5.0( ) .2( ) 2.3( ) 5.0( ) 4.8(S) .6( ) 6.8( ) 7.1( ) 16.8(S) 1.4( ) 2103. 2119. 2640. 5.8( ) 5.4( ) 4.9( ) 1 25. 125. 225. 309. 128. 565. 732. 940. 1301. 1441. 1614. 1.3( ) 1.7( ) 2.1( ) .8( ) 2.9( ) 3,4( ) 3.7( ) 4.6( ) 72.0(S) 7.3( ) 1920. 2098. 2093. 7. 2019. 564, 2531. 54. 77. 34. 7.2( ) 6.7( ) 4.9( ) 1.5( ) 5.0( ) 1.7( ) 6.4( ) 2.0( ) 3.0( ) 2.1( ) 135. 254. 36. 2882. 117. 54. 1657. 102. 110. 1608. 3.2( ) 3.5( ) 1.0( ) 6.6( ) 2.7( ) 2.2( ) 6.1( ) 1.1( ) 1.3( ) 4.8( ) 1849. 89. 98. 1893. 16. 16. 2080. 2202. 2074. 184. 5.0( ) .2( ) 2.2( ) 5.0( ) 5.0(S) .6( ) 6.8( ) 7.1( ) 19.4(S) 1.4( ) 2173. 2180. 2674. 5.9( ) 5.4( ) 4.9( ) 1 35. 107. 193. 261. 104. 467. 602. 763. 1149. 1250. 1390. 1.2( ) 1.6( ) 2.0( ) .8( ) 2.7( ) 3.1( ) 3.4( ) 4.4( ) 70.4(S) 7.0( ) 1762. 2024. 2104. 4. 2181. 506. 2685. 40. 58. 28. 7.0( ) 6.6( ) 4.9( ) .9( ) 5.1( ) 1.6( ) 6.4( ) 1.9( ) 2.9( ) 2.1( ) 104. 198. 28. 2965. 95. 41. 1726. 84. 92. 1841. 3.2( ) 3.4( ) .8( ) 6.6( ) 2.7( ) 2.1( ) 6.2( ) 1.1( ) 1.3( ) 4.8( ) 1870. 69. 76. 1900. 22. 20. 2045. 2152. 2107. 168. 5.0( ) .1( ) 2,2( ) 5.0( ) 5.1(S) .7( ) 6.8( ) 7.0( ) 20.6(S) 1.4( ) 2197. 2198. 2658. 5.9( ) 5.5( ) 4.9( ) darn 6IlnlgO 1 45. 95. 171. 228. 88, 400, 514. 643. 1035. 1111. 1220. 1.1( ) 1.5( ) 1.9( ) .7( ) 2.5( ) 2.9( ) 3.2( ) 4.3( ) 69.2(S) 6.8( ) 1565. 1817. 1915. 3. 2086. 454. 2683. 32, 47. 24. 6,8( ) 6.5( ) 4.7( ) .7( ) 5.0( ) 1.5( ) 6.4( ) 1.9( ) 2.9( ) 2.0( ) 85. 162. 23. 2937. 79. 33. 1797. 70. 77. 1890. 3.1( ) 3.4( ) .7( ) 5.6( ) 2.6( ) 2.1( ) 6.4( ) 1.1( ) 1.3( ) 4.9( ) 1910. 56. 61. 1927. 21. 21. 2037. 2124. 2115. 152. 5.1( ) .1( ) 2.1( ) 5.0( ) 5.0(S) .7( ) 6.8( ) 7.0( ) 20.9(S) 1.3( ) 2194. 2193. 2613. 5.9( ) 5.5( ) 4.8( ) 1 55. 82. 151. 200. 74. 347. 446. 555. 943. 1004. 1091. 1.0( ) 1.4( ) 1.8( ) .7( ) 2.4( ) 2.7( ) 3.0( ) 4.1( ) 68.2(S) 6.5( ) 1397. 1617. 1705. 2. 1888. 408. 2521. 26. 40, 21. 6.6( ) 6.3( ) 4.4( ) .6( ) 4.9( ) 1.4( ) 6.4( ) 1.9( ) 2.8( ) 2.0( ) 73. 137, 19. 2753. 67. 27. 1839. 59. 65. 1924. 3.1( ) 3.3( ) .7( ) 6.4( ) 2.6( ) 2.1( ) 6.4( ) 1.1( ) 1.2( ) 4.9( ) 1944, 46. 51. 1959. 18. 19, 2048. 2118. 2117. 137. 5.1( ) .1( ) 2.1( ) 5.1( ) 5.0(8) .7( ) 6.8( ) 7.0( ) 20.9(S) 1.3( ) 2184. 2182. 2557. 5.9( ) 5.5( ) 4.8( ) 2 5. 71. 133. 175. 61. 301. 387. 482. 858. 913. 984. 1.0( ) 1.3( ) 1.7( ) .6( ) 2.2( ) 2.6( ) 2.8( ) 4.0( ) 67.4(S) 6.3( ) 1259. 1449. 1525. 1. 1689. 366. 2294. 21. 37. 19. 6.5( ) 6.1( ) 4.2( ) .5( ) 4.7( ) 1.3( ) 6.3( ) 1.9( ) 2,8( ) 2.0( ) 65. 119. 15. 2503. 57. 22. 1871. 51. 55. 1944. 3.1( ) 3.3( ) .6( ) 6.2( ) 2.6( ) 2.1( ) 6.5( ) 1.1( ) 1.2( ) 4.9( ) 1962, 37. 42. 1977. 16. 17, 2055. 2117. 2117. 122. 5.1( ) .1( ) 2.1( ) 5.1( ) 5.0(S) .6( ) 6.8( ) 7.0( ) 21.0(S) 1.2( ) 2174, 2172. 2501. 5.9( ) .5.4( ) 4.8( ) 2 15, 60. 114, 151. 50. 257. 332. 416. 780. 830. 888. .9( ) 1.2( ) 1.6( ) .6( ) 2.1( ) 2.4( ) 2.7( ) 3.8( ) 66.7(S) 6.1( ) 1139. 1306. 1371. 1. 1514. 330. 2066. 16. 20. 13. 6.3( ) 6.0( ) 4.0( ) .4( ) 4.5( ) 1.2( ) 6.1( ) 1.8( ) 1.6( ) 1.3( ) 57. 104. 12. 2250. 49. 19. 1889. 43. 46. 1954. 3.0( ) 3.2( ) .5( ) 5.9( ) 2.5( ) 2.G( ) 6.5( ) 1.1( ) 1.2( ) 4.9( ) 1969, 30. 35. 1983. 16. 16. 2050. 2107. 2115. 108. 5.1( ) .1( ) 2.1( ) 5.1( ) 4.9(S) .6( ) 6.8( ) 7.0( ) 20.9(S) 1.1( ) n.l- 4nn I" Paee 19 2 25 2 35. 2 45, 2 55 2163. 2161. 2447. 5.8( ) 5.4( ) 4.7( ) 52. 100. 130. 42. 221. 285. 358. 709. 755. 799. .8( ) 1.2( ) 1.5( ) .5( ) 2.0( ) 2.3( ) 2.5( ) 3.7( ) 66.1(S) 5.8( ) 1031. 1179. 1237. 1. 1363. 302, 1861. 13. 15. 10. 6.1( ) 5.8( ) 3.8( ) .3( ) 4.4( ) 1.2( ) 6.0( ) 1.8( ) 1.3( ) 1.1( ) 29. 87. 10. 2021. 45. 16. 1899. 37. 41. 1957. 1.6( ) 3.2( ) .5( ) 5.6( ) 2.5( ) 2.0( ) 6.5( ) 1.1( ) 1.2( ) 4.9( ) 1970. 24. 31. 1983. 16. 16. 2041. 2093. 2111. 95. 5.1( ) .1( ) 2.0( ) 5.1( ) 4.9(S) .6( ) 6.8( ) 7.0( ) 20.7(S) 1.1( ) 2152. 2150. 2400. 5.8( ) 5.4( ) 4.7( ) 46. 89. 114. 36. 191. 247. 310. 649. 688. 726. .8( ) 1.1( ) 1.4( ) .5( ) 1.8( ) 2.1( ) 2.3( ) 3.5( ) 65.5(S) 5.6( ) 937. 1068. 1120. 0. 1232. 281. 1685. 11. 12. 8. 5.9( ) 5.7( ) 3.6( ) .3( ) 4.3( ) 1.1( ) 5.9( ) 1.4( ) 1.2( ) 1.0( ) 22. 69. 8. 1818. 29. 9. 1888. 32. 36. 1948. 1.4( ) 3.1( ) .4( ) 5.3( ) 1.6( ) 1.1( ) 6.5( ) 1.1( ) 1.2( ) 4.9( ) 1963. 20. 21. 1977. 15. 15. 2027. 2078. 2104. 84. 5.1( ) .1( ) 1.3( ) 5.1( ) 4.8(S) .6( ) 6.7( ) 6.9( ) 20.4(S) 1.0( ) 2140. 2138. 2357. 5.8( ) 5.4( ) 4.7( ) 40. 79. 102. 31. 168. 217, 272. 598. 631. 664. .7( ) 1.0( ) 1.3( ) .5( ) 1.7( ) 2.0( ) 2.2( ) 3.4( ) 65.0(S) 5.3( ) 858. 973. 1018. 0. 1118. 254. 1534. 5. 7. 7. 5.8( ) 5.5( ) 3.4( ) .2( ) 4.2( ) 1.1( ) 5.8( ) .8( ) .9( ) A( ) 17. 58. 7. 1649. 22. 5. 1867. 28. 31. 1921. 1.2( ) 3.1( ) .4( ) 5.1( ) 1.3( ) .8( ) 6.5( ) 1.1( ) 1.2( ) 4.9( ) 1938. 16. 17. 1957. 15. 15. 2003. 2054. 2092. 75.. 5.1( ) A( ) 1.1( ) 5.0( ) 4.7(S) .6( ) 6.7( ) 6.9( ) 20.0(S) 1.0( ) 2125. 2122. 2318. 5.8( ) 5.4( ) 4.6( ) 36. 71. 91. 26. 149. 193. 241. 557. 584. 612. .7( ) 1.0( ) 1.2( ) .4( ) 1.7( ) 1.9( ) 2.1( ) 3.3( ) 64.6(S) 5.1( ) 790. 892. 932. 0. 1021. 249. 1403. 3. 4. 6. 5.6( ) 5.4( ) 3.3( ) .2( ) 4.1( ) 1.0( ) 5.7( ) .6( ) .7( ) .8( ) 12. 50. 6. 1506. 19. 4. 1849, 25. 26. 1897. 1.0( ) 3.1( ) .3( ) 4.9( ) 1.2( ) .7( ) 6.4( ) 1.1( ) 1.1( ) 4.9( ) 1912. 14. 14. 1929. 15, 15. 1971. 2023. 2073. 67. Date 4/10/95 3 5 3 15 3 25 3 35 5.1( ) .1( ) 1.0( ) 5.0( ) 4.6(S) .6( 7 6.7( ) 6.9( ) 19.4(S) .9( ) 2105. 2101. 2279. 5.8( ) 5.4( ) 4.6( ) 32. 65. 82. 23. 133. 172. 215. 522. 545. 569. .6( ) .9( ) 1.2( ) .4( ) 1.6( ) 1.8( ) 2.0( ) 3.2( ) 64.2(S) 5.0( ) 731. 822. 858. 0. 937. 238. 1291. 2. 3. 6. 5.5( ) 5.3( ) 3.1( ) .2( ) 4.0( ) 1.0( ) 5.6( ) .6( ) .6( ) .8( ) S. 45. 5. 1384. 16. 3. 1827. 22. 25. 1872. .9( ) 3.0( ) .3( ) 4.8( ) 1.1( ) .6( ) 6.4( ) 1.0( ) 1.1( ) 4.9( ) 1886. 12. 12. 1902. 14. 14. 1940. 1990. 2049. 59. 5.0( ) .0( ) .9( ) 5.0( ) 4.5(S) .6( ) 6.6( ) 6.8( ) 18.6(S) .9( ) 2079. 2075. 2238. 5.7( ) 5.4( ) 4.6( ) 29. 59. 74. 20. 119. 155. 194. 492. 512. 533. .6( ) .9( ) 1.1( ) .4( ) 1.5( ) 1.7( ) 1.9( ) 3.1( ) 63.9(S) 4.8( ) 670. 756. 791. 0. 664, 227. 1195. 2. 2. 5. 5.3( ) 5.2( ) 3,0( ) .2( ) 3.9( ) 1.0( ) 5.6( ) .5( ) .5( ) .7( ) 8. 38. 4. 1279. 14. 2. 1801. 20. 22. 1844. .8( ) 2.3( ) .3( ) 4.6( ) 1.0( ) .5( ) 6.4( ) 1.0( ) 1.1( ) 4.8( ) 1858. 10. 10. 1874. 14. 14. 1909. 1957. 2023. 53. 5.0( ) .0( ) .8( ) 5.0( ) 4.4(S) .6( ) 6.6( ) 6.8( ) 17.8(S) .9( ) 2051. 2046. 2196. 5.7( ) 5.4( ) 4.5( ) 26. 53. 67. 18. 107. 140. 175. 467. 483. 503. .6( ) .9( ) 1.1( ) .4( ) 1.4( ) 1.7( ) 1.8( ) 3.1( ) 63.7(S) 4.7( ) 608. 689. 724. 0. 796. 215. 1108. 2. 2. 4. 5.1( ) 5.0( ) 2.9( ) .1( ) 3.8( ) 1.0( ) 5.5( ) .4( ) .4( ) .7( ) 7. 26. 4. 1177. 12. 2. 1771. 18. 20. 1813. .7( ) 1.7( ) .3( ) 4.4( ) .9( ) .5( ) 6.3( ) 1.0( ) 1.1( ) - 4.6(.) 1826. 9. 9. 1843. 14. 14. 1876. 1923. 1993. 48. 5.0( ) .0( ) .8( ) 5.0( ) 4.2(S) .6( ) 6.6( ) 6.8( ) 16.8(S) .8( ) 2020. 2015. 2154. 5.6( ) 5.3( 7 4.5( ) 23. 48. 61. 15. 97. 126. 159. 444. 459. 476. .5( ) .8( ) 1.0( ) .4( ) 1.4( ) 1.6( ) 1.7( ) 3.0( ) 63.5(S) 4.6( ) 551. 630. 661. 0. 731. 201. 1025. 1. 2. 4. 4.9( ) 4.9( ) 2.7( ) .1( ) 3.7( ) .9( ) 5.4( ) .4( ) .4( ) .6( ) 6. 22. 3. 1089. 11. 1. 1738. 17. 18. 1778, .7( ) 1.6( ) .2( ) 4.3( ) .9( ) .4( ) 6.3( ) 1.0( ) 1.1( ) 4.8( ) ❑wtn 4/10/95 Paee 21 1792. 7. 8. 1809. 13. 13. 1841. 1887. 1962. 43. 4.9( ) .0( ) .7( ) 5.0( ) 4.1(S) .6( ) 6.5( ) 6.7( ) 15.8(S) .8( ) 1988. 1983. 2111. 5.6( ) 5.3( ) 4.5( ) 3 45. 21. 44. 55. 14. 87. 115. 145. 424. 437. 452. .5( ) .8( ) 1.0( ) .3( ) 1.3( ) 1.5( ) 1.7( ) 2.9( ) 63.3(S) 4.4( ) 529. 586. fill. 0. 673. 188. 949. 1. 1. 3. 4.8( 7 4.8( ) 2.6( ) .1( ) 3.6( ) .9( ) 5.3( ) .4( ) .4( ) .6( ) 5. 20. 3. 1009. 10. 1. 1702. 16. 17. 1742. .6( ) 1.5( ) .2( ) 4.2( ) .8( ) .4( ) 6.2( ) 1.0( ) 1.1( ) 4.7( ) 1756. 7. 7. 1773, 13. 13. 1804. 1849. 1929. 39. 4.9( ) .0( ) .7( ) 5.0( ) 4.0(S) .5( ) 6.5( ) 6.7( ) 14.8(S) .8( ) 1954. 1948. 2068. 5.6( ) 5.3( ) 4.4( ) 3 55. 19. 40. 50. 12. 79. 104. 132, 405. 417. 431. .5( ) .8( ) .9( ) .3( ) 1.2( ) 1.4( ) 1.6( ) 2.9( ) 63.1(S) 4.3( ) 502. 553, 574. 0. 626. 177. 881. 1. 1. 3. 4.7( ) 4.7( ) 2.6( ) .1( ) 3.6( ) .8( ) 5.2( ) .3( ) .3( ) .6( ) 4. 18. 2. 936. 9. 1. 1662. 14. 16. 1702. .6( ) 1.4( ) .2( ) 4.0( ) .8( ) .3( ) 6.2( ) 1.0( ) 1.1( ) 4.7( ) 1716. 6. 6. 1735. 12. 13. 1765. 1810. 1894. 36. 4.8( ) .0( ) .6( ) 4.9( ) 3.9(S) .5( ) 6.4( ) 6.6( ) 13.6(S) .7( ) 1918. 1912. 2025. 5.5( ) 5.3( ) 4.4( ) 4 5. 17. 37. 46. 11. 72. 95. 121. 387. 398. 411. ,4( ) .7( ) .9( ) .3( ) 1.2( ) 1.4( ) 1.5( ) 2.8( ) 63.0(S) 4.2( ) 478. 524. 543. 0. 588. 167. 622. 1. 1. 3. 4.6( ) 4.6( ) 2.5( ) .1( ) 3.5( ) .8( ) 5.2( ) .3( ) .3( ) .5( ) 4. 17. 2. 874. 8. 1. 1605. 13. 14. 1650. .6( ) 1.3( ) .2( ) 3.9( ) .7( ) .3( ) 6.1( ) 1.0( ) 1.1( ) 4.6( ) 1668. 5. 5. 1690. 12. 12. 1721. 1767. 1857. 33. 4.8( ) .0( ) .6( ) 4.9( ) 3.8(S) .5( ) 6.4( ) 6.6( ) 12.4(S) .7( ) 1881. 1874. 1981. 5.5( ) 5.2( ) 4.4( ) 4 15. 15. 34. 42. 9. 65. 87. 110. 369. 380. 393. .4( ) .7( ) .9( ) .3( ) 1.1( ) 1.3( ) 1.5( ) 2.8( ) 62.8(S) 4.2( ) 455. 497. 515. 0. 556. 158. 773. 1. 1. 2. 4.5( ) 4.5( ) 2.4( ) .0( ) 3.4( ) .8( ) 5.1( ) .3( ) .3( ) .5( ) Den, 4/70/95 1 1 ' 4 25. 1 1 35. 1 4 45. ' 4 55. n wee 4iin ios 3. 16. 2. 821, 7. 1. 1548. 12. 13. 1592. .5( ) 1.3( ) .2( ) 3.8( ) .7( ) .3( ) 6.0( ) 1.0( ) 1.1( ) 4.6( ) 1610. 4. 5. 1635. 12. 12. 1669. 1718. 1817. 30. 4.7( ) .0( ) .5( ) 4.9( ) 3.6(S) .5( ) 6.3( ) 6.5( ) 11.1(S) .7( ) 1841. 1834. 1936. 5.4( ) 5.2( ) 4.3( ) 14. 31. 38. 8. 59. 79. 101. 353. 363. 375. .4( ) .7( ) .8( ) .3( ) 1.1( ) 1.3( ) 1.4( ) 2.7( ) 62.6(6) 4.1( ) 434. 473. 489. 0. 527. 151. 730, 0. 1. 2. 4.4( ) 4.4( ) 2.4( ) .0( ) 3.4( ) .8( ) 5.1( ) .2( ) .2( ) .5( ) 3. 15. 2. 776. 6. 1. 1491. 12. 13. 1534. .5( ) 1.2( ) .2( ) 3.8( ) .7( ) .3( ) 5.9( ) 1.0( ) 1.1( ) 4.5( ) 1552. 4. 4. 1577. 11. 11. 1611. 1661. 1772. 28. 4.6( ) .0( ) .5( ) 4.8( ) 3.5(S) .5( ) 6.2( ) 6.4( ) 9.7(S) .7( ) 1797. 1789. 1889. 5.3( ) 5.2( ) 4,3( ) 12. 29. 35. 7. 54. 72. 93. 337. 347. 358. .4( ) .6( ) .8( ) .3( ) 1.0( ) 1.2( ) 1.4( ) 2.7( ) 62.5(S) 4.0( ) 414. 450. 466. 0. 502. 145. 693. 0. 0. 2. 4.3( ) 4.4( ) 2.3( ) .0( ) 3.4( ) .8( ) 5.0( ) .2( ) .2( ) .5( ) 3. 14. 2. 737. 6. 0. 1435. 11. 12. 1477. .5( ) 1,2( ) .2( ) 3.7( ) .6( ) .2( ) 5.8( ) 1.0( ) 1.1( ) 4.4( ) 1494. 3. 4. 1518. 11. 11. 1551. 1602. 1695. 25. 4.5( ) .0( ) .5( ) 4.8( ) 3.4(S) .5( ) 6.2( ) 6.4( ) 8.2(S) .6( ) 1736. 1722. 1835. 5.2( ) 5.1( ) 4.3( ) 11, 26. 32. 6. 49. 66. 85. 322. 332. 342. .3( ) .6( ) .8( ) .2( ) 1.0( ) 1.2( ) 1.3( ) 2.6( ) 62.4(S) 3.9( ) 396. 428. 443. 0. 478. 140. 660. 0. 0. 2. 4.2( ) 4.3( ) 2.2( ) .0( ) 3.3( ) .7( ) 5.0( ) .2( ) .2( ) .4( ) 2. 13. 1. 702. 5. 0. 1380. 10. 11. 1421. .4( ) 1.1( ) .1( ) 3.6( ) .6( ) .2( ) 5.7( ) 1.0( ) 1.1( ) 4.4( ) 1438. 3. 3. 1461. 11. 11. 1493. 1542. 1616. 23. 4.4( ) .0( ) .5( ) 4.8( ) 3.3(S) .5( ) 6.1( ) 6.3( ) 7.1(S) .6( ) 1648. 1636. 1757. 5.1( ) 5.1( ) 4.2( ) 10. 24. 30. 6. 45. 61. 79. 308. 317. 327. .3( ) .6( ) .7( ) .2( ) 1.0( ) 1.1( ) 1.3( ) 2.6( ) 62.2(S) 3.8( ) 379. 408. 422. 0. 456. 135. 630. 0. 0. 2. P.ec 23 5 5. 5 15. 5 25 5 35 4.1( ) 4.2( ) 2.2( ) .0( ) 3.3( ) .7( ) 4.9( ) .2( ) .2( ) .4( ) 2. 12. 1. 671. 5. 0. 1328. 10. 11. 1365. .4( ) 1.1( ) .1( ) 3.5( ) .6( ) .2( ) 5.6( ) 1.0( ) 1.1( ) 4.3( ) 1383. 3. 3. 1406. 10. 10. 1437. 1484. 1549. 22. 4.4( ) .0( ) .4( ) 4.7( ) 3.2(S) .5( ) 6.0( ) 6.2( ) 6.1(S) .6( ) 1578. 1567. 1677. 5.0( ) 5.0( ) 4.1( ) 9. 22. 27. 5. 41. 56. 72. 295. 303. 312. .3( ) .6( ) .7( ) .2( ) .9( ) 1.1( ) 1.2( ) 2.5( ) 62.1(S) 3.7( ) 362. 389. 403. 0. 435. 131. 603. 0. 0. 1. 4.0( ) 4.1( ) 2.1( ) .0( ) 3.2( ) .7( ) 4.9( ) .2( ) .2( ) .4( ) 2. 11. 1. 642. 4. 0. 1275. 9. 10. 1314. .4( ) 1.1( ) .1( ) 3.5( ) .5( ) .2( ) 5.5( ) 1.0( ) 1.1( ) 4.2( ) 1330. 2. 2. 1352. 10. 10. 1381. 1428. 1489. 20. 4.3( ) .0( ) .4( ) 4.7( ) 3. 1(S) .5( ) 5.9( ) 6.1( ) 5.3(S) .6( ) 1516. 1505. 1607. 4.9( ) 4.9( ) 4.1( ) 8. 20. 25. 4. 38. 51. 67. 262. 299. 304. .3( ) .5( ) .7( ) .2( ) .9( ) 1.0( ) 1.2( ) 2.5( ) 62.0(S) 3.7( ) 349. 372. 385. 0. 417. 126. 577. 0. 0. 1. 3.9( ) 4.0( ) 2.1( ) .0( ) 3.2( ) .7( ) 4.8( ) .2( ) .2( ) .4( ) 2. 10, 1. 615. 4. 0. 1209. 9. 9. 1255. .4( ) 1.0( ) .1( ) 3.4( ) .5( ) .2( ) 5.4( ) 1.0( ) 1.1( ) 4.2( ) 1274. 2. 2. 1298. 9. 10. 1327. 1373. 1431. 19. 4.2( ) .0( ) .4( ) 4.7( ) 3.0(S) .5( ) 5.8( ) 6.0( ) 4.4(S) .6( ) 1457. 1447. 1542. 4.8( ) 4.9( ) 4.0( ) 7. '19. 23. 4. 34. 47. 61. 269. 298. 302. .3( ) .5( ) .6( ) .2( ) .8( ) 1.0( ) 1.1( ) 2.4( ) 61.6(S) - 3.7(- ) 343. 363. 372. 0. 400. 122. 553. 0. 0. 1. 3.9( ) 4.0( ) 2.0( ) .0( ) 3.1( ) .7( ) 4.8( ) .1( ) .2( ) .3( ) 1. 10. 1. 590. 4. 0. 1134. 8. 9. 1182. .3( ) 1.0( ) .1( ) 3.4( ) .5( ) .2( ) 5.2( ) 1.0( ) 1.1( ) 4.1( ) 1204. 2. 2. 1234. 9. 9. 1257. 1315. 1349. 17. 4.1( ) .0( ) .4( ) 4.6( ) 2.9(S) .5( ) 5.8( ) 5.9( ) 3.7(S) .6( ) 1391. 1374. 1479. 4.7( ) 4.8( ) 4.0( ) 6. 17. 21. 3. 31, 43. 57. 255. 295. 300. .3( ) .5( ) .6( ) .2( ) .8( ) 1.0( ) 1.1( ) 2.3( ) 61.2(S) 3.6( ) n,.. ni+vas 5 45 5 55 6 5. 340. 358. 364. 0. 387. 118. 532. 0. 0. 1. 3.9( ) 4.0( ) 2.0( ) .0( ) 3.1( ) .7( ) 4.7( ) .1( ) .1( ) .3( ) 1. 9. 1. 567. 3. 0. 1055. 8. 9. 1111. .3( ) 1.0( ) .1( ) 3.3( ) .5( ) .1( ) 5.1( ) 1.0( ) 1.1( ) 4.0( ) 1131. 2. 2. 1162. 9. 9. 1198. 1249. 1276. 16. 4.0( ) .0( ) .3( ) 4.6( ) 2.8(S) .5( ) 5.6( ) 5.8( ) 3.3(S) .5( ) 1304. 1293. 1400. 4.6( ) 4.7( ) 3.9( ) 6. 16. 19. 3. 29. 39. 52. 241. 292. 297. .2( ) .5( ) .6( ) .2( ) .8( ) .9( ) 1.0( ) 2.3( ) 60.5(S) 3.6( ) 336. 353. 359. 0. 377. 114. 514. 0. 0. 1. 3.9( ) 4.0( ) 2.0( ) .0( ) 3.1( ) .7( ) 4.7( ) .1( ) .1( ) .3( ) 1. 8. -1. 548. 3. 0. 1002. 8. S. 1045. .3( ) .9( ) .1(') 3.3( ) .5( ) .1( ) 5.0( ) 1.0( ) 1.1( ) 3.9( ) 1064. 1. 2. 1093. 9. 9. 1128. 1179. 1207. 15. 3.9( ) .0( ) .3( ) 4.5( ) 2.7(S) .4( ) 5.5( ) 5.7( ) 3.0(S) .5( ) 1236. 1223. 1324. 4.5( ) 4.7( ) 3.8( ) 5. 15. 18. 2. 26. 36. 48. 224. 289. 293. .2( ) .5( ) .6( ) .2( ) .7( ) .9( ) 1.0( ) 2.2( ) 59.7(S) 3.6( ) 331. 347. 353. 0. 370. 109. 499. 0. 0. 1. 3.8( ) 3.9( ) 2.0( ) .0( ) 3.1( ) .6( ) 4.7( ) .1( ) .1( ) .3( ). 1. 8. 1. 531. 3. 0. 945. 7. S. 984. .3( ) .9( ) .1( ) 3.2( ) .4( ) .1( ) 4.8( ) 1.0( ) 1.1( ) 3.8( ) 1002. 1. 1. 1030. 8. 8. 1062. 1111. 1137. 14. 3.8( ) .0( ) .3( ) 4.4( ) 2.6(S) .4( ) 5.4( ) 5.6( ) 2.6(S) .5( ) 1166. 1153. 1252. 4.3( ) 4.6( ) 3.7( ) 4. 13. 16. 2. 24. 33. 44. 204. 284. 288. .2( ) .4( ) .5( ) .1( ) .7( ) .8( ) 1.0( ) 2.1( ) 58.7(S) 3.6( ) 326. 342. 347. 0. 363. 105. 486. 0. 0. 1. 3.8( ) 3.9( ) 2.0( ) .0( ) 3.0( ) .6( ) 4.6( ) .1( ) .1( ) .3( ) 1. 7. 1. 517. 3. 0. 893. 7. 7. 930. .3( ) .9( ) .1( ) 3.2( ) .4( ) .1( ) 4.7( ) 1.0( ) 1.1( ) 3.7( ) 946. 1. 1. 971. 8. 8. 1001. 1047. 1072. 13. 3.7( ) .0( ) .3( ) 4.4( ) 2.5(S) .4( ) 5.3( ) 5.5( ) 2.2(S) .5( ) 1099. 1086. 1182. 4.2( ) 4.5( ) 3.7( ) ❑eto 4110/95 Pace 25 6 15. 4. 12. 15. 2. 22. 30. 41. 182. 278. 283. .2( ) .4( ) .5( ) .1( ) .7( ) .8( ) .9( ) 2.0( ) 57.5(S) 3.5( ) 320. 335. 341. 0. 357. 102. 475. 0. 0. 1. 3.8( ) 3.9( ) 1.9( ) .0( ) 3.0( ) .6( ) 4.6( ) .1( ) .1( ) .3( ) 1. 7. 1. 505. 2. 0. 831. 7. 7. 873. .3( ) .8( ) .1( ) 3.2( ) .4( ) .1( ) 4.6( ) 1.0( ) 1.1( ) 3.6( ) 891. 1. 1. 916. 8. S. 944. 988. 999. 12. 3.6( ) .0( ) .3( ) 4.3( ) 2.4(S) .4( ) 5.2( ) 5.4( ) 1.9(S) .5( ) 1032. 1017. 1114. 4.1( ) 4.4( ) 3.6( ) 6 25, 3, 11. 13. 1. 20. 28. 38. 160. 271. 276. .2( ) .4( ) .5( ) .1( 7 .6( ) A( ) .9( ) 1.9( ) 56.1(S) 3.5( ) 313. 327. 333. 0. 350. 98. 464. 0. 0. 1. 3.7( ) 3.8( ) 1.9( ) .0( ) 3.0( ) .6( ) 4.6( ) .1( ) .1( ) .2( ) 1. 7. 0. 494. 2. 0. 773. 6. 7. 813. .3( ) .8( ) .1( ) 3.2( ) .4( ) .1( ) 4.4( ) 1.0( ) 1.1( ) 3.5( ) 832. 1. 1. 859. 7. 8. 888. 932. 940. 12. 3.5( ) .0( ) .3( ) 4.3( ) 2.3(S) .4( ) 5.1( ) 5.3( ) 1.8(S) .5( ) 962. 952. 1044. 4.0( ) 4.3( ) 3.5( ) 6 35. 3. 10. 12. 1. 18. 25. 35. 141. 263. 268. .2( ) .4( ) .5( ) .1( ) .6( ) .7( ) .9( ) 1.8( ) 54.5(S) 3.4( ) 305. 319. 325. 0. 334. 94. 450. 0. 0. 0. 3.7( ) 3.8( ) 1.9( ) .0( ) 2.9( ) .6( ) 4.5( ) .1( ) .1( ) .2( ) 1. 6. 0. 480. 2. 0. 724. 5. 7. 760. .2( ) .8( 7 .1( ) 3.1( ) .4( ) .1( ) 4.3( ) 1.0( ) 1.0( ) 3.4( ) 776. 1. 1. 802. 7. 7. 831. 874. 882. 11. 3.3( ) .0( ) .2( ) 4.2( ) 2.2(S) .4( ) 5.0( ) 5.2( ) 1.7(S) .5( ) 906. 894. 981. 3.8( ) 4.2( ) 3.5( ) 6 45. 3. 9. 11. 1. 16. 23. 32. 124. 255. 260. .1( ) .4( ) .4( ) .1( ) .5( ) .7( ) .8( ) 1.7( ) 52.7(S) 3.4( ) 296. 310. 317. 0. 324. 90. 435. 0. 0. 0. 3.6( ) 3.7( ) 1.9( ) .0( ) 2.9( ) .6( ) 4.5( ) .1( ) .1( ) .2( ) 1. 6. 0. 464. 2. 0. 680. 6. 6. 713. .2( ) .8( ) .1( ) 3.1( ) .4( ) .1( ) 4.2( ) 1.0( ) 1.0( ) 3.4( ) 727. 1. 1. 751. 7. 7. 777. 818. 825. 10. 3.2( ) .0( ) .2( ) 4.2( ) 2.1(S) .4( ) 4.8( ) 5.0( ) 1.6(S) .4( ) 848. 836. 921. nar.P 4nnios 3.7( ) 4.1( ) 3.4( ) 6 55. 2. 9. 10. 1. 15. 21. 29. 111. 246. 251. .1( ) .3( ) .4( ) .1( ) .5( ) .7( ) .8( ) 1.6( ) 50.9(S) 3.3( ) 287. 301. 307. 0. 315. 86. 420. 0. 0. 0. 3.6( ) 3.7( ) 1.8( ) .0( ) 2.8( ) .6( ) 4.5( ) .1( ) .1( ) .2( ) 1. 6. 0. 449, 2. 0. 642. 6. 6. 672. .2( ) .7( ) .1( ) 3.1( ) .4( ) .1( ) 4.1( ) 1.0( ) 1.0( ) 3.3( ) 685. 1. 1. 705. 7. 7. 729. 767. 774. 10. 3.1( ) .0( ) .2( ) 4.1( ) 2.0(S) .4( ) 4.7( ) 4.9( ) 1.5(S) .4( ) 794. 782. 864. 3.6( ) 4.0( ) 3.4( ) 7 5. 2. 8. 9. 1. 13. 19. 27. 99. 237. 242. .1( ) .3( ) A( ) A( ) .5( ) .6( ) .8( ) 1.5( ) 49.0(S) 3.3( ) 278. 291. 297. 0. 305. 83. 406. 0. 0. 0. 3.5( ) 3.6( ) 1.8( ) .0( ) 2.8( ) .5( ) 4.4( ) .1( ) .1( ) .2( ) 0. 5. 0. 435. 2. 0. 545. 6. 6. 613. .2( ) .7( ) .1( ) 3.0( ) .3( ) A( ) 3.8( ) 1.0( ) 1.0( ) 3.2( ) 636. 1. 1. 661. 6. 6. 685. 721. 727. 9. 3.0( ) .0( ) .2( ) 4,1( ) 2.0(S) .4( ) 4.6( ) 4.8( ) 1.4(S) .4( ) 745. 736. 811. 3.5( ) 3.9( ) 3.3( ) 7 15. 2. 7. 8. 0. 12. 17. 25. 90. 228. 233. .1( ) .3( ) .4( ) .1( ) .5( ) .6( ) .7( ) 1.4( ) 47.1(S) 3.2( ) 268. 281. 287. 0. 295. 80. 393. 0. 0. 0. 3.5( ) 3.5( ) 1.8( ) .0( ) 2.7( ) .5( ) 4.4( ) .1( ) .1( ) .2( ) 0. 5. 0. 421. 2. 0. 442. 5. 6. 504. .2( ) .7( ) .1( ) 3.0( ) .3( ) .1( ) 3.5( ) 1.0( ) 1.0( ) 3.0( ) 539. 1. 1. 587. 6. 6. 626. 670. 678. 9. 2.6( ) .0( ) .2( ) 4.0( ) 1.9(S) .4( ) 4.5( ) 4.7( ) 1.3(S) . .4C ) 698. 687. 762. 3.4( ) 3.8( ) 3.2( ) 7 25. 1. 7. B. 0. 11. 16. 23. 82. 219. 223. .1( ) .3( ) .4( ) .1( ) .5( ) .6( ) .7( ) 1.4( ) 45.2(S) 3.1( ) 258. 270. 277. 0. 285. 77. 379. 0. 0. 0. 3.4( ) 3.5( ) 1.7( ) .0( ) 2.7( ) .5( ) 4.3( ) .1( ) .1( ) .2( ) 0. 5. 0. 407. 2. 0. 420. 5. 6. 448. .2( ) .7( ) .0( ) 2.9( ) .3( ) .1( ) 3.4( ) 1.0( ) 1.0( ) 2.9( ) 465. 0. 0. 502. 6. 6. 543. 598. 609. 8. 2.6( ) .0( ) .2( ) 3.8( ) 1.8(S) .4( ) 4.2( ) 4.5( ) 1.2(S) .4( ) Date 4/10/95 Paee 27 7 35 7 45, 7 55, 8 5. 638. 621. 710. 3.3( ) 3.7( ) 3.2( ) 1. 6. 7. 0. 10. 14. 21. 75. 210. 214. .1( ) .3( ) .3( ) .1( ) .4( ) .5( ) .7( ) 1.3( ) 43.4(S) 3.1( ) 249. 250. 267. 0. 275. 74. 365. 0. 0. 0. 3.3( ) 3.4( ) 1.7( ) .0( ) 2,6( ) .5( ) 4.3( ) .1( ) .1( ) .1( ) 0. 4. 0. 393. 1. 0. 405. 5. 5. 424. .2( ) .7( ) .0( ) 2,9( ) .3( ) .1( ) 3.4( ) 1.0( ) 1.0( ) 2.8( ) 432. 0. 0. 451. 6. 6. 477. 524. 534. 8. 2.5( ) .0( ) .2( ) 3.7( ) 1.8(S) .4( ) 4.0( ) 4.3( ) 1.0(8) .4( ) 563, 545. 647. 3.1( ) 3.5( ) 3.1( ) 1. 5. 6. 0. 9. 13. 19. 70. 201. 205. .1( ) .3( ) .3( ) .0( ) .4( ) .5( ) .6( ) 1.3( ) 41.6(S) 3.0( ) 239. 250. 257. 0. 265. 71. 351. 0. 0. 0. 3.3( ) 3.3( ) 1.7( ) .0( ) 2.6( ) .5( ) 4.2( ) .1( ) .1( ) .1( ) 0. 4. 0. 379. 1. 0. 391. 5. 5. 407. .2( ) .6( ) .0( ) 2.9( ) .3( ) .1( ) 3.3( ) 1.0( ) 1.0( ) 2.8( ) 413. 0. 0. 424. 5. 6. 439. 472. 478. 7. 2.5( ) .0( ) .Z( ) 3.7( ) 1.7(S) .3( ) 3.9( ) 4.1( ) .9(S) .4( ) 499. 486. 581. 2.9( ) 3.3( ) 3.0( ) 1. 5. 6. 0. 8. 12. 17. 55. 192. 196. .1( ) .3( ) .3( ) .0( ) .4( ) .5( ) .6( ) 1.2( ) 39.8(S) 2.9( ) 230. 240. 247. 0. 255, 68. 337. 0. 0. 0. 3.2( ) 3.3( ) 1.6( ) .0( ) 2.5( ) .5( ) 4.1( ) .1( ) .1( ) .1( ) 0. 4. 0. 364. 1. 0. 376. 5. 5. 392. .1( ) .6( ) .0( ) 2.8( ) .3( ) .1( ) 3.2( ) 1.0( ) 1.0( ) 2.7( ) 398. 0. 0. 406. 5. 5. 416. 440. 444. 7. 2.4( ) .0( ) .2( ) 3.7( ) 1.6(S) .3( ) 3.8( ) 4.0( ) .9(S) .4( ) 458. 450, 525. 2.8( ) 3.2( ) 2.9( ) 0. 4. 5. 0. 7. 11. 16. 61. 184. 188. .1( ) .2( ) .3( ) .0( ) .4( ) .5( ) .6( ) 1.2( ) 38.1(S) 2.9( ) 220. 230. 237. 0. 245. 65. 322. 0. 0. 0. 3.1( ) 3.2( ) 1.6( ) .0( ) 2.5( ) .5( ) 4.1( ) .1( ) .1( ) .1( ) 0. 4. 0. 349. 1. 0. 362. 4. 5. 377. .1( ) .6( ) .0( ) 2.8( ) .3( ) .1( ) 3.2( ) 1.0( ) 1.0( ) 2.7( ) Date 4/10/95 ' 383. 0. 0. 391. 5. S. 400. 419. 422. 7. 2.4( ) .0( ) .2( ) 3.6( ) 1.6(S) .3( ) 3.8( ) 3.9( ) .8(S) .4( ) 432. 426. 485. 2.8( ) 3.1( ) 2.9( ) 8 15. 0. 4. 5. 0. 6. 10. 15. 57. 176. 180. .0( ) .2( ) .3( ) .0( ) .4( ) .4( ) .6( ) 1.2( ) 36.4(S) 2.8( ) 203. 216. 225. 0. 234. 62. 305. 0. 0. 0. ' 3.0( ) 3.1( ) 1.5( ) .0( ) 2.4( ) .5( ) 4.0( ) .1( ) .1( ) .1( ) 0. 3. 0. 333. 1. 0. 346. 4. 5. 362. ' .1( ) .6( ) .0( ) 2.7( ) .3( ) .1( ) 3.1( ) 1.0( ) 1.0( ) 2.7( ) 368. 0. 0. 376. 5. 5. 384. 402. 404. 6. ' 2.3( ) .0( ) .2( ) 3.6( ) 1.5(S) .3( ) 3.7( ) 3.9( ) .8(S) .4( ) 413. 409. 456. 2.7( ) 3.1( ) 2.8( ) 1 8 25. 0. 4. 4. 0. 6. 9. 13. 54. 168. 172. .0( ) .2( ) .3( ) .0( ) .3( ) .4( ) .5( ) 1.1( ) 34.8(S) 2.7( ) ' 184. 197, 208. 0. 220. 59. 290. 0. 0. 0. 2.9( ) 3.0( ) 1.5( ) .0( ) 2.3( ) .4( ) 3.9( ) .1( ) .1( ) .1( ) ' 0. 3. 0. 317. 1. 0. 330. 4. 4. 347. .1( ) .6( ) .0( ) 2.7( ) .3( ) .1( ) 3.1( ) 1.0( ) 1.0( ) 2.6( ) ' 353. 0. 0. 361. 5. 5. 369. 386. 389. 6. 2.3( ) .0( ) .1( ) 3.6( ) 1.4(S) .3( ) 3.6( ) 3.8( ) .8(S) .4( ) 397. 393. 434. t 2.7( ) 3.0( ) 2.8( ) 8 35, 0, 3. 4. 0, 5, 8, 12, 51, 161. 164. .0( ) .2( ) .3( ) .0( ) .3( ) .4( ) .5( ) 1.1( ) 33.2(S) 2.7( ) 173. 183. 192. 0. 204. 56. 272. 0. 0. 0. 2.8( ) 2.8( ) 1.4( ) .0( ) 2.2( ) .4( ) 3.8( ) .1( ) .1( ) .1( ) 0. 3. 0. 299. 1. 0. 314. 4. 4. 330. .1( ) .6( ) .0( ) 2.7( ) .3( ) .1( ) 3.0( ) 1.0( ) 1.0( ) 2.6( ) 337. 0. 0. 346. 4. 5. 354. 371. 373. 6. 2.2( ) .0( ) .1( ) 3.5( ) 1.4(S) .3( ) 3.6( ) 3.7( ) .7(S) .3( ) 381. 377. 415. 2.6( ) 3.0( ) 2.8( ) ' 8 45, 0. 3. 4. 0. 5. 7. 11. 48. 153. 157. .0( ) .2( ) .2( ) .0( ) .3( ) .4( ) .5( ) 1.1( ) 31.8(S) 2.6( ) ' 164. 173. 180. 0. 190. 53. 254. 0. 0. 0. 2.7( ) 2.8( ) 1.3( ) .0( ) 2.1( ) .4( ) 3.5( ) .1( ) .1( ) .1( ) ' 0. 3. 0. 281. 1. 0. 296. 4. 4. 314. nm.= 4nnias caca 29 8 55. 9 5. 9 15 9 25 .1( ) .5( ) .0( ) 2.6( ) .3( ) .1( ) 2.9( ) 1.0( ) 1.0( ) 2.5( ; 320. 0. 0. 329. 4. 4. 338. 355. 357. 5. 2.2( ) .0( ) .1( ) 3.5( ) 1.3(S) .3( ) 3.5( ) 3.7( ) .7(S) .3( ) 365. 361. 398. 2.6( ) 2.9( ) 2.7( ) 0. 3. 3. 0. 4. 6. 10. 46. 147. 150. .0( ) .2( ) .2( ) .0( ) .3( ) .4( ) .5( ) 1.0( ) 30.3(S) 2.6( ) 157. 165. 171. 0. 179. 51. 238. 0. 0. 0. 2.6( ) 2.7( ) 1.3( ) .0( ) 2.1( ) .4( ) 3.5( ) .1( ) .1( ) .0( ) 0. 3. 0. 265. 1. 0. 278. 4. 4. 296. .1( ) .5( ) .0( ) 2.5( ) .3( ) .1( ) 2.8( ) 1.0( ) 1.0( ) 2.5( ) 303. 0. 0. 313. 4. 4. 321. 338. 340. 5. 2.1( ) .0( ) .1( ) 3.4( ) 1.3(S) .3( ) 3.4( ) 3.6( ) .7(S) .3( ) 349. 344. 381. 2.5( ) 2.8( ) 2.7( ) 0. 3. 3. 0. 4. 6. 9. 44. 140. 143. .0( ) .2( ) .2( ) .0( ) .3( ) .3( ) .4( ) 1.0( ) 29.0(S) 2.5( ) 150. 158. 163. 0. 170. 48. 225. 0. 0. 0. 2.6( ) 2.6( ) 1.3( ) .0( ) 2.0( ) .4( ) 3.4( ) .1( ) .1( ) .0( ) 0. 2. 0. 251. 1. 0. 263. 4. 4. 280. .1( ) .5( ) .0( ) 2.5( ) .3( ) .1( ) 2.8( ) 1.0( ) 1.0( ) 2.5( ) 286. 0. 0. 295. 4. 4. 304. 320. 323. 5. 2.1( ) .0( ) .1( ) 3.4( ) 1.2(S) .3( ) 3.4( ) 3.5( ) .6(S) .3( ) 332. 327. 364. 2.5( ) 2.8( ) 2.7( ) 0. 2. 3. 0. 4. 5. 8. 42. 134. 137. .0( ) .2( ) .2( ) .0( ) .3( ) .3( ) .4( ) 1.0( ) 27.7(S) 2.4( ) 143. 151. 156. 0. 162. 45. 214. 0. 0. 0. 2.5( ) 2.6( ) 1.2( ) .0( ) 1.9( ) .4( ) 3.3( ) .1( ) .1( ) .0(.) 0. 2. 0. 240. 1. 0. 250. 4. 4. 265. .1( ) .5( ) .0( ) 2.5( ) .2( ) .1( ) 2.7( ) 1.0( ) 1.0( ) 2.4( ) 271. 0. 0. 279. 4. 4. 287. 303. 305. 5. 2.0( ) .0( ) .1( ) 3.3( ) 1.2(S) .3( ) 3.3( ) 3.4( ) .6(S) .3( ) 315. 309. 347. 2.4( ) 2.7( ) 2.7( ) 0. 2. 3. 0. 3. 5. 8. 40. 128. 131. .0( ) .2( ) .2( ) .0( ) .2( ) .3( ) .4( ) 1.0( ) 26.4(S) 2.4( ) 137. 144. 149. 0. 155. 43. 204. 0. 0. 0. 2.4( ) 2.5( ) 1.2( ) .0( ) 1.9( ) .4( ) 3.3( ) .1( ) .1( ) .0( ) Dace 4/10195 1 1 ' 9 35. 1 1 9 45. 1 ' 9 55. 1 1 Date 4/10/95 0. 2. 0. 229. 1. 0. 238. 4. 4. 252. .1( ) .5( ) .0( ) 2.4( ) .2( ) .1( ) 2.6( ) 1.0( ) 1.0( ) 2.4( ) 257. 0. 0. 264. 4. 4. 271. 286. 288. 4. 1.9( ) .0( ) .1( ) 3.2( ) 1.1(S) .3( ) 3.2( ) 3.4( ) .6(S) .3( ) 297. 292. 330. 2.4( ) 2.6( 7 2.6( ) 0. 2. 2. 0. 3. 4, 7. 38. 122. 125. .0( ) .2( ) .2( ) .0( ) .2( ) .3( ) .4( ) .9( ) 25.3(S) 2.3( ) 131. 137. 142. 0. 148. 41. 195. 0. 0. 0. 2.4( ) 2.5( ) 1.2( ) .0( ) 1.8( ) A( ) 3.2( ) .1( ) .1( ) .0( ) 0. 2. 0. 220. 1. 0. 228. 3. 4. 241. .1( ) .5( ) .0( ) 2.4( ) .2( ) .1( ) 2.6( ) 1.0( ) 1.0( ) 2.4( ) 245. 0. 0. 251. 3. 4. 257. 271, 273. 4. 1.9( ) .0( ) .1( ) 3.2( ) 1.1(S) .3( ) 3.1( ) 3.3( ) .5(S) .3( ) 281. 276. 313. 2.3( ) 2.6( ) 2.6( ) 0. 2. 2. 0. 3. 4. 6. 37. 117. 119. .O( ) .1( ) .2( ) .0( ) .2( ) .3( ) .4( ) .9( ) 24.1(S) 2.3( ) 125. 131, 136. 0. 141. 40. 187. 0. 0. 0. 2.3( ) 2.4( ) 1.1( ) .0( ) 1.8( ) .3( ) 3.1( ) .1( ) .1( ) .0( ) 0. 2. 0. 211. 1. 0. 219. 3. 4. 231. .1( ) .4( ) .0( ) 2.4( ) .2( ) .1( ) 2.5( ) 1.0( ) 1.0( ) 2.3( ) 235. 0. 0. 239. 3. 3. 244. 257. 259. 4. 1.9( ) .0( ) .1( ) 3.1( ) 1.0(S) .3( ) 3.1( ) 3.2( ) .5(S) .3( ) 266. 262. 297. 2.3( ) 2.5( ) 2.6( ) 0. 2. 2. 0. 2. 3. 6. 36. 111. 114. .0( ) .1( ) .2( ) .0( ) .2( ) .3( ) .3( ) .9( ) 23.1(S) 2.2( ) 119. 125. 130. 0. 135. 39. 179. 0. 0. 0. 2.3( ) 2.3( ) 1.1( ) .0( ) 1.7( ) .3( ) 3.1( ) .1( ) A( ) .0( ) 0. 2. 0. 203. 1. 0. 210. 3. 3. 221. .1( ) .4( ) .0( ) 2.3( ) .2( ) .1( ) 2.5( ) 1.0( ) 1.0( ) 2.3( ) 225. 0. 0. 228, 3. 3. 233. 244. 246. 4. 1.8( ) .0( ) A( ) 3.1( ) 1.0(S) .3( ) 3.0( ) 3.1( ) .5(S) .3( ) 253. 249. 282. 2.2( ) 2.5( ) 2.5( ) Paee 31 SPRING CREEK HYDROLOGY INCLUDING PORTION OF CANAL IMPORTATION BASIN 100-YR FUT.COND.; FROM 3192 RCE W/AREA FOR INDIAN HILLS VILLAGE °b9 PEAK FLOWS, STAGES AND STORAGES OF GUTTERS AND DETENSTON DAMS •^• CONVEYANCE PEAK STAGE STORAGE TIME ELEMENT (CFS) (FT) (AC -FT) (HR/MIN) 113 5. 1.2 .5 1 5. 117 1. .5 .4 1 25. 116 2. .7 .5 1 10. 115 1. .5 .7 2 5. 114 113. 2.6 0 40, 112 9. 1.2 .4 1 5. 129 108. 2.4 0 45. 308 83. .6 0 40. 306 755. 2.8 0 45. 128 9. 1.0 1 20. 111 61. 3.5 5.2 1 10. 309 10. 1.3 2.2 1 25. 307 124. 3.5 28.9 1 45. 127 90. 3.6 0 30. 316 93. 1.1 0 45. 312 60. .6 0 40. 310 286. 2.0 0 40. 305 135. 2.4 1 10. 243 509. 2.5 0 40. 109 98. 3.6 0 30. 317 267. 4.2 0 40. 313 6. 1.3 1.7 1 25. 311 331. 3.5 1 0. 242 794. 2.9 0 40. 110 60. 2.6 0 35. 108 110. 4.7 0 35. 126 83. 2.2 0 40. 320 38. .6 0 40. 318 24, 1.8 13.7 2 20. 314 313. 3.4 1 25. 240 469. 1.4 0 40. 241 958. 3.5 0 45. 106 188. 4.2 0 40. 105 92. 2.8 0 40. 107 22. 2.3 0 40. 124 182. 3.0 0 40. 323 50. .7 0 40. 321 1. 1.0 1.5 2 30. 319 328. 3.5 1 40. 239 1603. 4.5 0 45. 375 57. ,6 0 40. 104 291. 5.1 0 40. 123 184. 2.8 0 45. 102 94. 2.7 0 40. 324 2. 1.0 2.0 2 20. Data 4/10/95 1 1 1 1 1 1 1 322 329. 1.8 1 40. 238 2026. 5.1 0 45. 376 10. 2.0 1.4 1 20. 103 30. 2.0 11.6 1 55. 120 256. 2.6 0 45. 325 327. 3.2 1 55. 237 2352. 5.4 0 50. 377 293. 2.3 0 45. 121 30. 3.3 2 0. 119 271, 2.9 0 45. 236 2503. 5.7 0 50, 380 143. .9 0 40. 399 33. .1 1.4 0 50. 378 26. .0 24.4 3 45. 122 30. 3.3 2 5. 118 302. 2.7 0 45. 304 1719. .1 74.4 1 10. 397 129. (DIRECT FLOW) 0 35. 382 8. 1.3 .6 1 0. 381 58. 1.0 3.4 1 5. 379 104. 1.2 0 40. 398 55. 2.3 1 25. 389 29. 2.0 .5 0 50. 388 51. 2.9 1 0. 101 343. 3.1 0 45. 235 1787. 7.5 1 15. 162 342. 1.4 0 45. 384 154. 1.2 1 15. 383 238. 1.8 0 40. 390 205. 3.4 1 0. 232 1920. 7.2 1 25. 51 199. .1 6.6 1 10. 225 484. 2.6 0 40. 386 117, 1.0 1 5. 385 431. 1.9 0 50. 231 2098. 6.7 1 25. 160 154. 5.0 2.2 1 40. 223 172. 2.4 0 40. 224 389. 3.5 0 45. 387 597. 1.7 0 55. 229 35. 1.7 0 40. 230 2141. 5.0 1 30. 50 36. .1 18.9 2 40. 222 470. 3.7 0 50. 227 677. 1.9 1 0. 228 2181. 5.1 1 35. 161 20. 2.0 6.1 8 55. 220 186. 2.3 0 40. 221 680. 4.0 0 50. 226 2709. 6.4 1 40. 215 148. 1.2 1 0. 219 2973. 6.7 1 40. 214 145, 1.4 1 5. 217 332. 2.6 0 40. 218 217. 2.8 0 50. 303 1838. .1 178.1 2 35. 200 146. 4.0 1 5. 299 60. 4.1 0 35. Date 4/10/95 Paee 33 216 1899. 6.5 2 25. 213 1957. 4.9 2 25. 211 347. .4 0 40. 212 1971. 5.1 2 20. 208 22. .1 5.1 1 35. 210 341. 2.6 0 45. 209 1984. 5.1 2 20. 207 21. .7 1 40. 206 2124. 6.9 1 10. 205 2257. 7.1 1 10. 302 2117. .1 21.0 2 5. 202 2198. 5.5 1 35. 203 198. 1.5 1 10. 301 2198. 5.9 1 40. 201 2674. 4.9 1 25. 300 2674. (DIRECT FLOW) 1 25. Date 4/10/95 1 ENDPROGRAM PROGRAM CALLED 1 1 1 1 naro arinrns Page 35 ENVIRONMENTAL PROTECTION AGENCY - STORM WATER MANAGEMENT MODEL - VERSION PC.1 1 DEVELOPED BY METCALF + EDDY, INC. UNIVERSITY OF FLORIDA ' WATER RESOURCES ENCINEEERS, INC. (SEPTEMBER 1970) 1 UPDATED BY UNIVERSITY OF FLORIDA (JUKE 1973) HYDROLOGIC ENGINEERING CENTER, CORPS OF ENGINEERS t MISSOURI RIVER DIVISION, CORPS OF ENGINEERS (SEPTEMBER 1974) BOYLE ENGINEERING CORPORATION 1985, JULY 1985) , (MARCH TAPE OR DISK ASSIGNMENTS 1 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) JODT(6) JOUT(7) JOUT(8) JOUT(9) JOUT(IO) 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 ' 1 1 1 1 ' WATERSHED PROGRAM CALLED ' www ENTRY MADE TO RUNOFF MODEL www ' SPRING CREEK HYDROLOGY INCLUDING PORTION OF CAN. IMP. BASIN 300-YR. EXIST. COND.i WIIMPROVEMENTS AT BNRR, 8/91 - REVISOR 3/92 ' NUMBER OF TIME STEPS 120 ' INTEGRATION TIME INTERVAL (MINUTES) 5.00 1.0 PERCENT OF IMPERVIOUS AREA HAS ZERO DEIENTION 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 1.20 .84 .60 .48 .36 .36 .24 ' .24 .24 .12 .12 .00 1 1 1 1 T G1u��. 5 3.72 2.16 .24 .24 1.56 .24 I SPRING CREEK HYDROLOGY INCLUDING PORTION OF CAN. RIP. BASIN 100-YR. EXIST. COKD.I W/R@ROVEMENTS AT BNRR, 8/91 - REVISOR 3192 SUBAREA GUTTER WIDTH AREA PERCENT SLOPE RESISTANCE FACTOR SURFACE STORAGE(IN) INFILTRATION RATE(IN/ER) NUMBER OR MANHOLE (FT) (AC) R1PERV. (FT/FT) IMPERV. PERV. RMERV. PERV. MAXIMUM MINIMUM DECAY RATE -2 0 0. .0 .0 .0300 .013 .250 .100 .300 3.00 .52 .00280 143 237 1800. 151.0 10.0 .0220 .020 .250 .100 .300 2.30 .90 .00180 144 237 1200. 127.0 14.0 .0130 .020 .250 .100 .300 2.30 .80 .0018D 145 238 800. 30.0 10.0 .0090 .020 .250 .100 .300 1.60 .65 .00180 146 238 2500. 274.0 10.0 .0530 .020 .250 .100 .300 1.80 .90 .00180 147 239 1500. 125.0 10.0 .0800 .020 .250 .100 .300 1.50 .80 .00180 148 240 3500. 234.0 10.0 .2300 .020 .250 .100 .300 1.50 .70 .00180 149 239 1000. 47.0 10.0 .0100 .020 .250 .200 .300 2.30 .90 .00180 15D 241 1700. 97.0 10.0 .0700 .D20 .250 .200 .300 1.50 .80 .00180 151 241 800. 38.0 10.0 .0720 .020 .250 .100 .300 1.80 .95 .00180 152 242 1500. 90.0 10.0 .0270 .020 .250 .100 .300 1.40 .70 .ODIBO 153 242 1500. 109.0 10.0 .0360 .020 .250 .100 .300 1.40 .50 .00180 154 243 3600. 297.0 10.0 .1300 .020 .250 .100 .300 1.95 .90 .00180 203 203 2500. 23.0 36.0 .0100 .020 .250 .100 .3DO 1.50 .75 .00180 -2 0 0. .0 .0 .0300 .013 .250 .100 .300 2.00 1.40 .00180 1 101 550. 11.5 20.0 .0160 .016 .250 .100 .300 2.00 1.40 .00180 100 118 780. 24.2 15.0 .0160 .016 .250 .100 .300 2.00 1.40 .00180 200 119 500. 9.9 11.0 .0210 .016 .250 .100 .300 2.00 1.40 .00180 2 102 1400. 33.7 40.0 .0100 .016 .250 .100 .300 2.00 1.40 .00180 3 103 910. 20.9 20.0 .0160 .016 .250 .100 .300 2.00 1.40 .00180 4 104 519. 8.3 40.0 .0100 .016 .250 .100 .300 2.00 1.40 .00180 5 105 1151. 37.0 40.0 .0200 .016 .250 .100 .300 2.00 1.40 .00180 6 106 1333. 55.1 40.0 .0100 .016 .250 .100 .300 2.00 1.40 .00180 7 107 50D. 8.0 40.0 .0130 .016 .250 .100 .300 2.00 1.40 .00180 8 108 820. 41.3 10.0 .0100 .016 .250 .100 .300 2.00 1.40 .00180 9 109 300. 7.1 10.0 .0100 .016 .250 .100 .300 2.00 1.40 .00180 10 110 700. 20.0 30.0 .0330 .016 .250 .100 .300 2.00 1.40 .DDISO 11 111 1300. 42.1 60.0 .0100 .016 .250 .100 .300 2.00 1.40 .00180 12 112 400. 6.3 40.0 .0100 .016 .250 .100 .300 2.00 1.40 .00180 13 113 394. 8.6 29.0 .0200 .016 .250 .100 .300- 2.00 1.40 .00180 14 114 1000. 32.7 60.0 .0160 .016 .250 .100 .300 2.00 1.40 .00280 15 115 300. 3.5 90.0 .0040 .016 .250 .100 .300 2.00 1.40 .00180 16 116 340. 3.3 90.0 .0040 .016 .250 .100 .300 2.00 1.40 .00180 17 117 220. 2.2 90.0 .0040 .016 .250 .100 .300 2.00 1.40 .- .00180 260 162 2000. 239.0 40.0 .0100 .016 .250 .200 .300 2.00 1.40 .00180 -2 0 0. .0 .0 .0300 .013 .250 .100 .300 2.00 1.40 .00180 234 231 1500. 30.0 10.0 .0190 .020 .250 .100 .300 .80 .20 .00180 135 231 1100. 61.0 23.0 .0140 .020 .250 .100 .300 .90 .43 .00180 136 232 2640. 146.0 39.0 .0150 .020 .250 .100 .300 1.60 .80 .00180 137 232, 1600. 50.0 31.0 .0250 .020 .7.50 .100 .300 1.20 .50 .00180 138 235 1400. 133.0 45.0 .0110 .020 .250 .100 .300 1.60 1.10 .00180 139 235 1400. 27.0 15.0 .0200 .020 .7.50 .100 .300 1.50 .70 .00180 241 236 1600. 71.0 10.0 .0130 .020 .250 .100 .300 1.80 .80 .00180 142 236 1200. 55.0 20.0 .0120 .020 .250 .100 .300 1.80 .80 .00180 127 226 1500. 126.0 17.0 .0250 .020 .250 .100 .300 .90 .60 .00180 128 226 2000. 51.0 40.0 .0290 .020 .250 .100 .300 1.38 .75 .00180 129 227 2800, 78.0 33.0 .0400 .020 .250 .100 .300 1.70 .90 .00180 130 228 2800. 157.0 18.0 .0150 .020 .250 .100 .300 1.00 .60 .00180 131 229 1000. 11.0 45.0 .0250 .020 .250 .100 .300 2.00 1.00 .00180 132 230 850. 72.0 32.0 .0160 .020 .250 .100 .300 1.10 .55 .00180 GALE ' NO 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 1 1 1 1 1 1 1 1 1 1 I 1 I 0 133 230 1800. 37.0 60.0 .0170 .020 .250 .200 .300 2.00 1.00 .00180 101 201 800. 24.0 30.0 .0036 .020 .250 .100 .300 .80 .20 .00180 102 201 2600. 305.0 20.0 .0033 .020 .250 .100 .300 1.50 .60 .00180 104 203 3000. 179.0 68.0 .0100 .100 .500 .100 .300 1.50 .75 .00180 105 202 800. 137.0 46.0 .0170 .020 .250 .100 .300 .9D .60 .00180 106 205 2400. 46.0 62.0 .0170 .016 .250 .100 .300 2.00 .90 .00180 107 205 1500. 152.0 35.0 .0150 .020 .250 .100 .300 .90 .60 .00180 108 206 1400. 67.0 41.0 .0200 .020 .250 .200 .300 1.00 .70 .00180 109 206 1800. 85.0 54.0 .0150 .016 .250 .100 .300 1.40 .75 .00280 110 208 1500. 51.0 41.0 .OD87 .020 .250 .100 .300 .75 .50 .00180 111 209 2200. 28.0 42.0 .0231 .020 .250 .100 .300 1.13 .63 .00180 112 - 209 2000. 66.0 42.0 .0300 .016 .250 .100 .300 1.10 .75 .00180 113 211 11500. 132.0 46.0 .0056 .016 .250 .200 .300 1.50 .75 .00180 124 212 2000. 63.0 40.0 .0200 .016 .250 .100 .300 1.25 .70 .00180 115 212 1200. 29.0 35.0 .0250 .020 .250 .100 .300 1.13 .63 .00180 116 213 1100. 69.0 36.0 .0286 .016 .250 .100 .300 1.13 .65 .00180 117 213 2420. 39.0 45.0 .0300 .016 .250 .100 .300 1.50 .80 .00180 118 215 915. 147.0 45.0 .0063 .016 .250 .100 .300 1.50 .80 .00180 119 216 1090. 45.0 50.0 .0375 .016 .250 .100 .300 1.13 .65 .00180 120 217 3920. 81.0 72.0 .0100 .016 .250 .100 .300 1.70 .88 .00180 221 218 1000. 99.0 28.0 .0080 .020 .250 .100 .300 .75 .50 .00180 122 219 1600. 92.0 31.0 .0200 .020 .250 .100 .300 1.50 .80 .00180 123 220 2200. 57.0 60.0 .0050 .020 .250 .100 .300 1.50 .80 .00180 124 221 2800. 180.0 40.0 .0050 .016 .250 .100 .300 1.5D .80 .00280 125 223 2050. 61.0 40.0 .0125 .016 .250 .100 .300 .50 .80 .00180 126 225 5280. 97.0 65.0 .0125 .016 .250 .100 .300 1.50 .80 .00180 25 375 1600. 15.2 40.0 .0090 .016 .250 .100 .300 .51 .50 .00180 26 377 5000. 186.8 15.0 .0100 .016 .250 .100 .300 .51 .50 .00180 227 399 1600. 18.9 57.0 .0240 .016 .250 .100 .300 .51 .50 .00180 27 379 3000. 47.6 29.0 .0150 .016 .250 .100 .300 .51 .50 .00ISD 28 380 3600. 46.5 40.0 .0050 .016 .250 .100 .300 .51 .50 .00180 29 382 1000. 6.7 40.0 .0400 .016 .250 .100 .300 .51 .50 .00180 30 383 2300. 24.5 15.0 .0200 .016 .250 .100 .300 .51 .50 .00180 31 385 3300. 51.1 20.0 .0200 .016 .250 .100 .300 .51 .50 .00280 32 387 2800. 38.8 40.0 .0200 .016 .250 .100 .300 .51 .50 .00180 33 388 3250. 45.5 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 34 389 1000. 18.2 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 35 390 2000. 123.8 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 44 305 2800. 78.5 40.0 .0080 .016 .250 .100 .300 .51 .50 .00180 45 306 8000. 326.9 10.0 .1030 .050. .100 .100 .300 .51 .50 .00180 46 308 2400. 21.1 40.0 .0140 .016 .250 .100 .300 .51 .50 .00180 47 310 3600. 44.5 45.0 .0180 .016 .250 .100 .300 .51 .50 .00180 48 311 1000. 3.4 40.0 .0200 .016 .250 .100 .300 .51 .5D .00180 49 312 3200. 14.2 40.0 .0100 .016 .7.50 .100 .300 .51 '.50 `: .00180 50 314 1600. 9.3 40.0 .0200 .016 .250 .100 .300 .51 .50 .00180 51 316 5000. 35.0 25.0 .0260 .016 .250 .100 .300 .51 .50 .00180 52 317 3400. 77.2 40.0 .0120 .016 .250 .100 .300 .51 .50 .00180 53 320 1600. 10.1 40.0 .0050 .016 .750 .100 .300 .51 .50 .00180 54 323 2000. 14.1 40.0 .0050 .016 .250 .100 .300 .51 .50 .00180 55 325 800. 8.0 40.0 .0100 .016 .250 .100 .300 .51 .50 .00180 ' TOTAL NUMBER OF SUBCATC@O:NTS, 97 TOTAL TRIBUTARY AREA (ACRES), 6958.50 1 1 1 1 1 1 1 1 I 1 1 1 1 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t SPRING CREEK HYDROLOGY INCLUDING PORTION OF CAN. rMP- BASIN 100-YR. EXIST. COND.t W/IMPROVEMENTS AT BNRR, 8/91 - REVISOR 3/92 --* CONTINUITY CHECK FOR SUBCATCHMU7¢ ROUTING IN UDSWM2-PC MODEL -*- WATERSHED AREA (ACRES) 6958.500 TOTAL RAINFALL (INCHES) 2.890 TOTAL INFILTRATION (INCHES) .953 TOTAL WATERS® OUTFLOW (INCHES) 1.626 TOTAL SURFACE STORAGE AT END OF STROM (INCHES) .311 ERROR IN CONTINUITY, PERCENTAGE OF RAINFALL .002 SPRING CREEK HYDROLOGY INCLUDING PORTION OF CAN. IMP. BASIN 100-YR. EXIST. COND.t W/IMPROVEMENTS AT BNRR, 8/91 - REVISON 3192 ' WIDTH INVERT SIDE SLOPES OVERBANK/SURCHARGE GUTTER GUTTER NDP HE, OR DIAM LENGTH SLOPE NORI2 TO VERT MANNING DEPTH 3 ' NUMBER CONNECTION (FT) (FT) (FT/FT) L R N (FT) 305 311 20 1 CHANNEL 40.0 1800. .0004 4.0 4.0 .040 100.00 - TIME IN EELS VS INFLOW IN CPS ' .0 .0 .5 3.8 .8 49.9 1.0 70.9 1.1 77.4 1.2 81.8 1.4 87.6 1.5 89.2 2.8 90.9 2.2 88.9 2.6 85.9 3.1 81.6 4.0 42.8 5.0 22.3 6.1 12.3 7.0 7.9 7.5 6.2 8.5 3.8 ' 9.5 2.4 10.0 2.0 306 307 0 1 CHANNEL 5.0 4000. .0300 10.0 10.0 .040 100.00 307 310 6 2 PIPE 3.5 150. .0100 .0 .0 .013 3.50 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .2 .0 2.4 5.0 10.1 10.0 26.8 15.0 37.7 20.0 308 309 0 1 CHANNEL 2.0 1200. .0150 33.0 33.3 .016 100.00 309 310 4 2 PIPE 1.3 750, .0180 .0 .0 .011 1,31 ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 .0 .4 .0 2.3 .0 310 311 0 4 CHANNEL 20.0 1800. .0110 4.0 4.0 .040 3.00 OVERFLOW 20.0 1800. .0210 200.0 100.0 .080 100.00 311 314 0 1 CBARNEL 50.0 1000. .0004 4.0 4.0 .040 300.00 312 313 0 1 CHANNEL 1.0 1600. .0150 33.0 33.0 .016 100.00 313 314 4 2 PIPE 1.3 73. .0070 .0 .0 .013 1.30 ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 .0 .4 .0 1.3 .0 314 319 0 1 CHANNEL 50.0 1600. .0004 4.0 4.0 .040 100.00 316 317 0 4 CHANNEL 5.0 2000. .0130 20.0 20.0 .040 2.00 OVERFLOW 5.0 2000. .0130 100.0 100.0 .080 100.00 317 318 0 4 CHANNEL 4.0 1700. .0140 3.0 3.0 .080 100.00 OVERFLOW 4.0 1700. .0140 50.0 50.0 .080 100.00 318 319 5 2 PIPE 1.8 56. .0050 .0 .0 .013 1.80 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 2.7 3.0 8.3 6.0 14.2 12.0 17.1 135.0 ' 319 322 0 1 CHANNEL 50.0 1200. .0004 4.0 4.0 .040 100.00 320 321 0 1 CHANNEL 2.0 800. .0050 33.0 33.0 .016 100.00 321 322 4 2 PIPE 1.0 88. .0020 .0 .0. 023 1.00 RESERVOIR STORAGE IN ACRE -FEEL VS SPILLWAY OUTFLOW .0 .0 .1 .0 .5 .0 1.0 .0 322 325 0 1 CHANNEL 50.0 450. .0040 4.0 4.0 .040 100.00 323 324 0 1 CHANNEL 2.0 1000. .0050 33.0 33.0 .016 100.00 ' 324 325 3 1 CHANNEL 1.0 74. .0040 .0 .0 .023 1.00 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 .0 .9 .0 ' 325 236 0 1 CHANNEL 60.0 1200. .0004 4.0 4.0 .040 200.00 388 390 0 1 CHANNEL 5.0 3250. .0004 4.0 4.0 .040 100.00 389 390 3 2 PIPE 2.0 50. .0100 .0 .0 .013 2.00 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .7 6.0 2.2 22.0 390 231 0 1 CHANNEL 30.0 2000. .0004 4.0 4.0 .040 100.DD 375 376 0 1 CHANNEL 2.0 800. .0090 33.0 33.0 .016 100.D0 ' 376 377 4 2 PIPE 2.0 18. .0020 .0 .0 .D16 2.00 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW 377 378 .0 0 .0 4 .5 .0 CHANNEL 1.5 5.0 1.0 2500. 4.1 .0100 6.0 5.0 5.0 .040 1.00 ' OVERFLOW 5.0 2500. .0100 5.0 100.0 .080 100.00 378 398 8 2 PIPE .0 100. .0100 .0 .0 .013 .01 RESERVOIR STORAGE IN ACRE -FEES VS SPILLWAY OUTFLOW ' .0 .0 .3 2.4 1.2 9.4 4.9 15.0 9.2 18.5 15.0 21.5 22.9 25.5 32.2 28.0 399 398 4 2 PIPE .1 100. .0064 .0 .0 .013 .10 RESERVOIR STORAGE IN ACRE -PEES VS SPILLWAY OUTFLOW ' .0 .0 .1 10.0 .5 33.0 20.0 33.0 398 383 0 2 PIPE 3.0 1890. .0064 .0 .0 .012 3.00 379 383 0 1 CHANNEL 10.0 2600. .0090 20.0 20.0 .040 100.00 ' 380 381 0 1 CHANNEL 2.0 1800. .0100 33.0 33.0 .016 100.00 381 383 A 2 PIPE 1.0 50. .0100 .0 .0 .013 1.00 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .9 9.0 3.1 13.0 4.6 200.0 , 382 383 3 2 PIPE 1.3 30. .0100 .0 .0 .023 1.30 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 11:0 .8 4.0 ' 383 385 0 1 CHANNEL 20.0 1150. .0100 4.0 4.0 .040 100.00 384 385 20 1 CHANNEL 40.0 400. .0060 4.0 4.0 .040 100.00 TIME IN HRS VS INFLOW IN CPS .0 .0 .5 8.2 .6 46.9 .7 94.0 .8 125.2 .9 141.2 ' 1.0 147.7 1.1 150.0 1.2 153.4 1.3 152.4 1.5 139.9 2.0 109.1 2.5 89.7 3.0 78.2 3.5 42.2 4.0 28.4 4.5 24.0 5.5 19.4 8.0 5.7 10.0 .9 ' 385 387 0 1 CHANNEL. 50.0 1650. .0060 4.0 4.0 .040 100.00 386 387 20 1 CHANNEL. 40.0 500. .0060 4.0 4.0 .040 100.00 TIME IN ERS VS INFLOW IN CPS t .0 .0 .5 9.4 .6 43.0 .7 81.7 .8 105.6 .9 115.0 1.0 117.8 1.1 116.9 1:2 115.2 1.4 111.8 1.6 108.3 2.0 102.1 2.6 92.8 3.1 87.7 3.5 84.5 4.6 68.4 6.0 50.1 7.5 34.9 9.0 14.7 10.0 10.5 , 387 227 0 1 CHANNEL. 80.0 1400. .0060 4.0 4.0 .040 100.00 243 242 0 4 CHANNEL 8.0 1300. .0400 5.0 5.0 .040 6.00 OVERFLOW 22.0 1300. .0400 15.0 15.0 .040 50.00 242 241 0 4 CHANNEL 8.0 1900. .0210 10.0 10.0 .040 6.00 OVERFLOW 20.0 1900. .0210 20.0 20.0 .040 50.00 241 239 0 4 CHANNEL 8.0 1700. .0130 10.0 10.0 .040 6.00 OVERFLOW 20.0 1700. .0130 20.0 20.0 .040 50.00 ' 240 239 0 1 CHANNEL 8.0 550. .0400 100.0 100.0 .200 50.00 239 238 0 4 CHANNEL 8.0 2000. .0100 10.0 10.0 .040 6.00 OVERFLOW 19.0 2000. .0100 20.0 20.0 .040 50.00 ' 238 237 0 4 CHANNEL 8.0 1400. .0100 9.0 9.0 '.O40.'-- 6.00 OVERFLOW .0 1400. .0200 100.0 100.0 .040 50.00 237 236 0 ♦ CHANNEL 8.0 2100. .0100 9.0 9.0 .040 6.00 ' OVERFLOW .0 2100. .0100 100.0 100.0 .040 50.00 236 304 0 4 CHANNEL. 8.0 1600. .0110 6.0 6.0 .040 4.00 OVERFLOW 10.0 1600. .0120 30.0 30.0 .040 50.00 304 235 3 2 PIPE .1 82. .0050 .0 .0 .015 .10 , RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW 235 232 .0 0 .0 4 62.1 300.0 CHANNEL. 563.6 58000.0 8.0 1400. .0070 2.0 2.0 .040 6.00 ' OVERFLOW 15.0 1400. .0070 30.0 30.0 .040 50.00 232 231 0 4 CHANNEL 8.0 2640. .0069 2.0 2.0 .040 5.00 OVERFLOW .0 2640. .0069 35.0 35.0 .040 50.00 ' 231 230 0 4 CHANNEL 8.0 1600. .0069 2.0 2.0 .040 4.00 OVERFLOW .0 1600. .0069 35.0 35.0 .040 50.00 230 228 0 4 CHANNEL 37.0 1800. .0063 2.0 2.0 .040 2.00 OVERFLOW 16.0 1800. .0063 3.0 3.0 .040 10.00 t ' 229 228 0 5 PIPE 1.5 1000. .0050 .0 .0 .015 1.50 OVERFLOW 100.0 1000. .0050 2.0 2.0 .016 5.00 228 226 0 4 CHANNEL 28.0 2800. .0057 2.0 2.0 .040 3.00 OVERFLOW 120.0 2800. .0057 4.0 4.0 .040 50.00 ' 227 226 0 1 CHANNEL. 80.0 2300. .0060 4.0 4.0 .040 50.00 226 219 0 / CHANNEL 8.0 2100. .0050 2.0 2.0 .040 4.00 OVERFLOW .0 2200. .0050 100.0 100.0 .040 50.00 ' 225 224 0 5 PIPE 1.8 1800. .0060 .0 .0 .015 1.80 OVERFLOW 100.0 1800. .0060 2.0 2.0 .016 5.00 224 222 0 5 PIPE 2.8 2100. .0050 .0 .0 .015 2.80 OVERFLOW 100.0 2100. .0050 2.0 2.0 .016 6.00 ' 223 222 0 5 PIPE 2.0 1400. .0080 .0 .0 .015 2.00 OVERFLOW 100.0 1400. .0080 2.0 2.0 .016 5.00 222 221 0 5 PIPE 3.0 2000. .0080 .0 .0 .015 3,00 ' OVERFLOW 100.0 2000. .0080 2.0 2.0 .016 5.00 221 219 0 5 PIPE 3.0 2800. .0050 .0 .0 .015 3.00 OVERFLOW 100.0 2800. .0050 2.0 2.0 .016 5.00 220 219 0 1 CHANNEL 10.0 1300. .0080 5.0 3.0 .040 10.00 ' 219 303 0 4 CHANNEL 8.0 1600. .0080 2.0 2.0 .040 4.00 OVERFLOW .0 1600. .0080 100.0 100.0 .040 50.00 303 216 8 2 PIPE .1 30. .1000 .0 .0 .080 .10 ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 ,y1D2.0i. 14.0. .615.0 22.5 892.0 60.7 1236.0 131.0 1675.0 _9 ,232.0, 2080.0 62.0123_ 04.0 ' 101 232 0 ' I CHANNEL�c�'%6 7.0 750. .0146 .0 .0 .016 4.00 118 101 0 1 CHANNEL 8.0 590. .0100 4.0 4.0 .035 4.00 119 118 0 1 CHANNEL. 4.0 729. .0110 4.0 4.0 .035 5.00 102 120 0 5 PIPE 2.0 1100. .0100 .0 .0 .013 2.00 ' OVERFLOW 1.0 1100. .01DO 33.0 33.0 .016 100.00 122 101 0 5 PIPE 2.8 729. .0110 .0 .0 .035 2.80 OVERFLOW 4.0 729. .0110 4.0 4.0 .035 5.00 ' 104 103 0 5 PIPE 4.0 500. .0044 .0 .0 .013 4.00 OVERFLOW 1.0 500. .0044 33.0 33.0 .016 100.OD 103 121 7 2 PIPE 2.0 200. .0029 .0 .0 .013 2.00 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 9.0 .9 12.0 5.7 15.0 21.9 20.0 47.5 40.0 60.0 50.0 .0 .0 120 119 0 1 CHANNEL 2.5 650. .0165 4.0 4.0 .030 54.50 ' 124 123 0 1 CHANNEL 2.0 900. .0060 4.0 4.0 .035 4.50 121 122 0 5 PIPE 2.0 410. .0026 .0 .0 .013 2.00 OVERFLOW 2.0 420. .0026 4.0 4.0 .035 4.50 ' 105 . 104 0 5 PIPE 2.0 1500. .0050 .0 .0 .013 2.00 OVERFLOW 1.0 1500. .0050 33.0 33.0 .016 100.00 106 104 0 5 PIPE 3.5 1050. .0100 .0 .0 -. 013.: 3.50 1.0 1050. .0100 33.0 33.0 .016 100.00 'OVERFLOW 126 124 0 1 CHANNEL. 2.0 1140. .0060 4.0 4.0 .035 4.50 108 124 0 5 PIPE 2.5 80. .0070 .0 .0 .013 4.00 OVERFLOW 1.0 80. .0070 33.0 33.0 .016 100.DD ' 127 109 0 5 PIPE 1.5 51. .0160 .0 .0 .016 3.00 OVERFLOW 1.0 51. .0160 33.0 33.0 .016 100.00 109 126 0 5 PIPE 2.6 115. .0200 .0 .0 .016 3.00 OVERFLOW 1.0 115. .0200 33.0 33.0 .016 100.00 207 123 0 5 PIPE 1.8 633. .0020 .0 .0 .013 1.80 OVERFLOW 1.0 633. .0020 33.0 33.0 .016 200.00 123 120 0 1 CHANNEL 4.0 1300. .0060 4.0 4.0 .035 4.50 210 106 0 5 PIPE 2.0 80. .0050 .0 .0 .013 2.OD OVERFLOW 1.0 80. .0050 33.0 33.0 .016 100.00 111 127 0 1 CHANNEL 2.0 800. .0200 .3 .3 .040 3,51 ' 112 128 2 2 PIPE 1.2 30. .0050 .0 .0 .013 1.20 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .5 5.6 113 112 2 2 PIPE 2.2 50. .0050 .0 .0 .013 1.2( RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 2.4 3.0 128 127 0 1 CHANNEL 1.0 1300. .0094 5.0 5.0 .060 3.00 114 129 0 1 CHANNEL 1.0 1200. .0111 5.0 5.0 .060 3.00 115 129 2 2 PIPE .5 50. .0050 .0 .0 .013 .5C RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .8 .1 216 129 2 2 PIPE .7 50. .0050 .0 .0 .013 .70 RESERVOIR STORAGE IN ACRE -FEES VS SPILLWAY OUTFLOW .0 .0 .6 1.8 117 129 2 2 PIPE .5 50. .0050 .0 .0 .013 .50 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .5 .7 129 111 0 1 CHANNEL 2.0 1000. .0100 3.0 3.0 .035 3.00 161 219 0 2 PIPE 2.0 4000. .0100 .0 .0 .016 2.00 218 216 0 5 PIPE 2.5 2800. .0133 .0 .0 .015 2.50 OVERFLOW 100.0 2800. .0133 6.0 6.0 .016 5.00 50 161 4 2 PIPE .1 10. .0100 .0 .0 .100 .10 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 5.0 12.5 10.9 26.0 17.8 35.0 160 50 0 2 PIPE 5.0 1700. .0046 .0 .0 .016 5.00 51 160 5 2 PIPE .1 10. .0100 .0 .0 .100 .10 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 1.2 75.0 3.2 145.0 6.4 197.0 10.8 238.0 162 51 0 4 CHANNEL 30.0 2000. .0040 .0 .0 .016 .50 OVERFLOW .0 2000. .0040 50.0 50.0 .060 10.00 217 216 0 5 PIPE 2.0 2400. .0060 .0 .0 .015 2.00 OVERFLOW 100.0 2400. .0060 2.0 2.0 .016 5.00 216 213 0 4 CHANNEL 8.0 1200. .0070 7.0 3.0 .040 8.00 OVERFLOW 8.0 1200. .0070 100.0 100.0 .040 50.00 213 212 0 4 CHANNEL 8.0 2000. .0070 2.0 2.0 .040 6.00 OVERFLOW 7.0 2000. .0070 100.0 65.0 .040 50.00 215 214 0 5 PIPE 1.0 2700. .0063 .0 .0 .015 1.00 OVERFLOW 400.0 2700. .0063 2.0 2.0 .016 5.00 214 200 0 5 PIPE 1.0 1350. .0050 .0 .0 .015 1.00 OVERFLOW 100.0 1350. .0050 2.0 2.0 .016 5.00 200 213 0 5 PIPE 2.0 1100. .0275 .0 .0 .015 2.00 OVERFLOW .0 1100. .0275 2.0 2.0 .016 5.00 212 209 0 4 CHANNEL. 20.0 1300. .0070 6.0 9.0 .040 6.00 OVERFLOW 7.0 1300. .0070 65.0 90.0 .040 50.00 209 206 0 4 CHANNEL. 8.0 1100. .0080 2.0 2.0 .040 3.00 OVERFLOW .0 1100. .0080 150.0 30.0 -.040. '' 50.00 211 210 0 1 CHANNEL 280.0 2500. .0056 2.0 2.0 .016 5.00 210 206 0 5 PIPE 2.0 1600. .0200 .0 .0 .015 2.00 OVERFLOW 60.0 2600. .0200 6.0 6.0 .016 5.00 206 205 0 4 CHANNEL. 8.0 2200. .0090 2.0 2.0 .040 3.00 OVERFLOW .0 2200. .0090 .10.0 10.0 .040 50.00 208 207 3 2 PIPE .1 5. .0100 .0 .0 .015 .10 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 5.0 16.0 6.3 146.0 207 205 0 1 CHANNEL 5.0 1500. .0250 4.0 4.0 .040 5.00 205 302 0 4 CHANNEL 8.0 2400. .0080 2.0 2.0 .040 3.00 OVERFLOW .0 2400. .0080 10.0 10.0 .040 50.00 302 202 5 2 PIPE .1 32. .0050 .0 .0 .015 .10 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 3.5 644.0 13.8 1260.0 35.5 1853.0 98.0 3744.0 202 301 0 4 CHANNEL 20.0 400. .0050 6.0 10.0 .040 4.00 OVERFLOW 2.0 400. .0050 100.0 100.0 .040 50.00 1 ' 301 201 0 ' 2000 201 300 0 ' TOTAL NUHEER OF GUTTERS/PIPES, 116 it 1 1 4 CHANNEL 10.0 750. .0029 2.0 2.0 .035 1.00 OVERFLOW 52.0 750. .0029 3.0 3.0 .040 15.00 1 CHANNEL 5.0 3000. .0033 50.0 50.0 .040 50.00 4 CHAANNEL. 10.0 2500_ .0036 3.0 3.0 .040 2.00 OVERFLOW 160.0 2500. .0036 4.0 4.0 .040 50.00 7G CREEK HYDROLOGY INCLUDING PORTION OF CAN. IHP. BASIN 100-YR. EXIST. COND.; Y IMPROVEMENTS AT BNRR, 8191 - REVISON 3192 ARRANGEMENT OF SUBCATCHHENTS AND GUTTERS/PIPES GUTTER TRIBUTARY GUTTER/PIPE 50 160 0 0 0 0 0 0 0 0 0 51 162 0 0 0 0 0 0 0 0 0 101 118 122 0 0 0 0 0 0 0 0 102 0 0 0 0 0 0 0 0 0 0 103 104 0 0 0 0 0 0 0 0 0 104 105 106 0 0 0 0 0 0 0 0 105 0 0 0 0 0 0 0 0 0 0 106 110 0 0 0 0 0 0 0 0 0 107 0 0 0 0 0 0 0 0 0 0 108 0 0 0 0 0 0 0 0 0 0 109 127 0 0 0 0 0 0 0 0 0 110 0 0 0 0 0 0 0 0 0 0 111 129 0 0 0 0 0 0 0 0 0 112 113 0 0 0 0 0 0 0 0 0 113 0 0 0 0 0 0 0 0 0 a 114 0 0 0 0 0 0 0 0 0 0 115 0 0 0 0 0 0 0 0 0 0 116 0 0 0 0 0 0 0 0 0 0 117 0 0 0 0 0 0 0 0 0 0 118 119 0 0 0 0 0 0 0 0 0 119 120 0 0 0 0 0 0 0 0 0 120 102 123 0 0 0 0 0 0 0 0 121 103 0 0 0 0 0 0 0 0 0 122 121 0 0 0 0 0 0 0 0 0 _ 1 TRIBUTARY SUBAREA D.A.(AC), 0 0 0 0 0 0 0 0 0 0 239.0 0 0 0 0 0 0 0 0 0 0 239.0' 1 0 0 0 0 0 0 0 0 0 375.7 2 0 0 0 0 0 0 0 0 0 33.7, 3 0 0 0 0 0 0 0 0 0 141.3 4 0 0 0 0 0 0 0 0 0 120.4 5 0 0 0 0 0 0 0 0 0 37.0, 6 0 0 0 0 0 0 0 0 0 75.1 7 a 0 0 0 0 0 0 0 0 8.01 8 0 0 0 0 0 0 0 0 0 41.3 9 0 0 0 0 0 0 0 0 0 105.8' 10 0 0 0 0 0 0 0 0 0 20.0� 11 0 0 0 0 0 0 0 0 0 83.8 12 0 0 0 0 0 0 0 0 0 14.9' 13 0 0 0 0 0 0 0 0 0 8.6 14 0 0 0 0 0 0 -0 0 0 32.7' 15 0 0 0 0 0 0 0 0 0 3.5' 16 0 0 0 0 0 0 0 0 0 3.3 17 0 0 0 0 0 0 0 0 0 2.2' 100 0 0 0 0 0 0 0 0 0 222.9 200 0 0 0 0 0 0 0 0 0 198.7' 0 0 0 0 0 0 0 0 0 0 188.8' 0 0 0 0 0 0 0 0 0 0 141.3 0 0 0 0 0 0 0 0 0 0 141.3 1 1 1 1 123 124 107 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 155.1 124 126 108 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 147.1 126 109 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 105.8 127 111 128 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 98.7 128 112 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14.9 129 114 115 116 117 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 41.7 160 51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 239.0 161 50 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 239.0 162 0 0 0 0 0 0 0 0 a 0 160 0 0 0 0 0 0 0 0 0 239.0 200 214 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 147.0 201 301 203 0 0 0 0 0 0 0 0 101 102 0 0 0 0 0 0 0 0 6958.5 202 302 0 0 0 0 0 0 0 0 0 105 0 0 0 0 0 0 0 0 0 6427.5 203 0 0 0 0 0 0 0 0 0 0 103 104 0 0 0 0 0 0 0 0 202.0 205 206 207 0 0 0 0 0 0 0 0 106 107 0 0 0 0 0 0 0 0 6290.5 206 209 210 0 0 0 0 0 0 0 0 108 109 0 0 0 0 0 0 0 0 6041.5 207 208 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 51.0 208 0 0 0 0 0 0 0 0 0 0 110 0 0 0 0 0 0 0 0 0 51.0 209 212 0 0 0 0 0 0 0 0 0 111 112 0 0 0 0 0 0 0 0 5757.5 210 211 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 132.0 211 0 0 0 0 0 0 0 0 0 0 113 0 0 0 0 0 0 0 0 0 132.0 212 213 0 0 0 0 0 0 0 0 0 114 115 0 0 0 0 0 0 0 0 5663.5 213 216 200 0 0 0 0 0 0 0 0 116 117 0 0 0 0 0' ''0 0 0 5571.5 214 215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 147.0 215 0 0 0 0 0 0 0 0 0 0 118 0 0 0 0 0 0 0 0 0 147.0 216 303 218 217 0 0 0 0 0 0 0 119 0 0 0 0 0 0 0 0 0 5316.5 217 0 0 0 0 0 0 0 0 0 0 120 0 0 0 0 0 0 0 0 0 81.0 218 0 0 0 0 0 0 0 0 0 0 121 0 0 0 0 0 0 0 0 0 99.0 219 226 221 220 161 0 0 0 0 0 0 122 0 0 0 0 0 0 0 0 0 5091.5 220 0 0 0 0 0 0 0 0 0 0 123 0 0 0 0 0 0 0 0 0 57.0 221 222 0 0 0 0 0 0 0 0 0 124 0 0 0 0 0 0 0 0 0 336.0 1 222 224 223 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 158.0, 223 0 0 0 0 0 0 0 0 0 0 125 0 0 0 0 0 0 0 0 0 61.0 224 225 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 97.01 225 0 0 0 0 0 0 0 0 0 0 126 0 0 0 0 0 0 0 0 0 97.0 t 226 228 227 0 0 0 0 0 0 0 0 127 128 0 0 0 0 0 0 0 0 4365.5 227 387 0 0 0 0 0 0 0 0 0 129 0 0 0 0 0 0 0 0 0 514.11 228 230 229 0 0 0 0 0 0 0 0 130 0 0 0 0 0 0 0 0 0 3674.4 229 0 0 0 0 0 0 0 0 0 0 131 0 0 0 0 0 0 0 0 0 11.01 230 231 0 0 0 0 0 0 0 0 0 132 133 0 0 0 0 0 0 0 0 3506.4 231 390 232 0 0 0 0 0 0 0 0 134 135 0 0 0 0 0 0 0 0 3397.41 232 235 101 0 0 0 0 0 0 0 0 136 137 0 0 0 0 0 0 0 0 3118.91 235 304 0 0 0 0 0 0 0 0 0 138 139 0 0 0 0 0 0 0 0 2547.2 236 325 237 0 0 0 0 0 0 0 0 141 142 0 0 0 0 0 0 0 0 2387.2 ' 237 238 0 0 0 0 0 0 0 0 0 143 144 0 0 0 0 0 0 0 0 1619.0 238 239 0 0 0 0 0 0 0 0 0 145 146 0 0 0 0 0 0 0 0 1341.01 239 241 240 0 0 0 0 0 0 0 0 147 149 0 0 0 0 0 0 0 0 1037.0 ' 240 0 0 0 0 0 0 0 0 0 0 148 0 0 0 0 0 0 0 0 0 234.0 241 242 0 0 0 0 0 0 0 0 0 150 151 0 0 0 0 0 0 0 0 631.01 242 243 0 0 0 0 0 0 0 0 0 152 153 0 0 0 0 0 0 0 0 496.0 243 0 0 0 0 0 0 0 0 0 0 154 0 0 0 0 0 0 0 0 0 297.01 301 202 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6427.5 302 205 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 "0''. 0 0 6290.51 303 219 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5091.51 304 236 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2387.2 305 0 0 0 0 0 0 0 0 0 0 44 0 0 0 0 0 0 0 0 0 78.51 306 0 0 0 0 0 0 0 0 0 0 45 0 0 0 0 0 0 0 0 0 326.9 307 306 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 326.91 308 0 0 0 0 0 0 0 0 0 0 46 0 0 0 0 0 0 0 0 0 21.11 309 308 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21.1 310 307 309 0 0 0 0 0 0 0 0 47 0 0 0 0 0 0 0 0 0 392.51 ' 311 305 310 0 0 0 0 0 0 0 0 312 0 0 0 0 0 0 0 0 0 0 ' 313 312 0 0 0 0 0 0 0 0 0 ' 314 311 313 0 0 0 0 0 0 0 0 316 0 0 0 0 0 0 0 0 0 0 ' 317 316 0 0 0 0 0 0 0 0 0 318 317 0 0 0 0 0 0 0 0 0 ' 319 314 318 0 0 0 0 0 0 0 0 320 0 0 0 0 0 0 0 0 0 0 321 320 0 0 0 0 0 0 0 0 0 322 319 321 0 0 0 0 0 0 0 0 323 0 0 0 0 0 0 0 0 0 0 ' 324 323 0 0 0 0 0 0 0 0 0 325 322 324 0 0 0 0 0 0 0 0 ' 375 0 0 0 0 0 0 0 0 0 0 ' 376 375 0 0 0 0 0 0 0 0 0 377 376 0 0 0 0 0 0 0 0 0 ' 378 377 0 0 0 0 0 0 0 0 0 379 0 0 0 0 0 0 0 0 0 0 380 0 0 0 0 0 0 0 0 0 0 ' 381 380 0 0 0 0 0 0 0 0 0 382 0 0 0 0 0 0 0 0 0 0 t383 398 379 381 382 0 0 0 0 0 0 384 0 0 0 0 0 0 0 0 0 0 ' 385 383 384 0 0 0 0 0 0 0 0 386 0 0 0 0 0 0 0 0 0 0 387 385 386 0 0 0 0 0 0 0 0 ' 388 0 0 0 0 0 0 0 0 0 0 389 0 0 0 0 0 0 0 0 0 0 ' 390 388 389 0 0 0 0 0 0 0 0 48 0 0 0 0 0 0 0 0 0 474.4 49 0 0 0 0 0 0 0 0 0 14.2 0 0 0 0 0 0 0 0 0 0 14.2 50 0 0 0 0 0 0 0 0 0 497.9 51 0 0 0 0 0 0 0 0 0 35.0 52 0 0 0 0 0 0 0 0 0 112.1 0 0 0 0 0 0 0 0 0 0 112.1 0 0 0 0 0 0 0 0 0 0 610.0 53 0 0 0 0 0 0 0 0 0 10.1 0 0 0 0 0 0 0 0 0 0 10.1 0 0 0 0 0 0 0 0 0 0 620.1 54 0 0 0 0 0 0 0 0 0 14.1 0 0 0 0 0 0 0 0 0 0 14.1 55 0 0 0 0 0 0 0 0 0 642.2 25 0 0 0 0 0 0 0 0 0 15.2 0 0 0 0 0 0 0 0 0 0 15.2 26 0 0 0 0 0 0 0 0 0 202.0 0 0 0 0 0 0 0 0 0 0 202.0 27 0 0 0 0 0 0 0 0 0 47.6 28 0 0 0 0 0 0 0 0 0 46.5 0 0 0 0 0 0 0 0 0 0 46.5 29 0 0 0 0 0 0 .0. 0 0 6.7 30 0 0 0 0 0 0 0 0 0 346.2 0 0 0 0 0 0 0 0 0 0 .0 31 0 0 0 0 0 0 0 0 0 397.3 0 0 0 0 0 0 0 0 0 0 .0 32 0 0 0 0 0 0 0 0 0 436.1 33 0 0 0 0 0 0 0 0 0 45.5 34 0 0 0 0 0 0 0 0 0 18.2 35 0 0 0 0 0 0 0 0 0 187.5 398 399 378 399 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 zv 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 ' SPRING CREEK HYDROLOGY INCLUDING PORTION OF CAN. IMP. BASIN 300-YR. EXIST. CORD.: W/IMPROVEMENTS AT BNRR, 8/91 - REVISON 3/92 ' HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 43 CONVEYANCE ELEMENTS ' THE UPPER NUMBER IS DISCHARGE IN CPS 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. (I) DENOTES GUTTER INFLOW IN CPS FROM SPECIFIED INFLOW BYDROCRAPH (D) DENOTES DISCHARGE IN CFS DIVERTED FROM THIS GUTTER ' (0) DENOTES STORAGE IN AC -FT FOR SURCHARGED GUTTER TIME(HR/MIN) 243 242 241 240 239 238 237 236 304 235 232 231 230 229 228 227 226 225 224 223 222 221 22D Y19 �• 218 217 216215 214 213 212 211 210 209 208 207 206 205 302 203 ' 301 202 201 0 5. 0. 0. 0. 0. 0. D. 0. 0. 0. 0. .0( ) .0( ) .0( ) .0( ) .0( ) .0( ) .0( ) .0( ) .0(5) .0( ' 0. 0. 0. 0. 0. 0. 0. 0. 0. D. .0( ) .0( ) .o( ) .0( ) .0( ) .0( ) .0( ) of ) .0( ) .0( ' 0. 0. 0. 0. 0. 0. o. 0. 0. 0. .0( ) .0( ) .0( ) .o( ) .o( ) .0( > .0( ) .0( > .0( ) .0( ; III ' 0. 0. 0. 0. 0. 0. D. 0. 0. 0. .0( > .0( ) .0( > .0( ) .D(S) .0( ) .0( ) .0( ) .O(S) .0( ' o. o. o. III ' 0 15. 9. 3. 2. 6. 2. 3. 1. 1. 0. 1. .3( ) .2( ) .2( ) .2( ) .2( ) .2( ) .1( ) .1( ) .O(S) .1( 1 1. 1. 0. 1. 0. 0. 1. e. 1. 3. ' .1( ) .1( ) .0( ) .5( ) .0( ) .0( ) .2( ) 1.1( ) .4( ) .6( 7 1. 1. 0. 1. 0. A. 1. 0. 0. 1. ' .3( ) .4( ) .1( ) .1( ) .2( ) J( ) .2( ) .3( ) .1( ) .2( 1 1. 1. 0. A. 0. 0. 2. 1. 1. 0. III ' .1( ) .0( ) .1( ) .3( ) .O(S) .0( ) .2( ) .2( ) .O(S) .1( 7 0. 1. 0. .0( ) .1( ) .0( ) ' 0 25. 66. 59. 39. 44. 45. 57. 38. 27. 1. 26. .9( ) .9( ) .8( ) .5( ) 1.0( ) 1.1( ) .9( ) .8( ) .1(S) 1.0( ) ' 54. 35. 25. 7. 16. 10. 39. 46. 24. 22. 1.5( ) 1.2( ) .4( ) 1.5( ) .5( ) .1( ) 1.4( ) 2.0( ) 1.7( ) 2.0( ) 30. 44. 16. 63. 14. 27. 53. 3. 2. 56. 1.6( ) 3.0( ) .6( ) 1.6( ) 1.0( ) 2.1( ) 1.3( ) 1.0( ) .8( ) 1.5( ) 57. 25. 15. 92. 1. 0. 87. 70. 35. 3. .9( ) .1( ) 1.1( ) 1.9( ) .3(5) .0( ) 1.8( ) 1.6( ) .2(S) .3( ) 17. 45. 11. .8( ) 1.1( ) .6( ) 0 35. 296. 316. 272. 233. 343. 399. 328. 260. S. 200. 1.9( ) 2.0( ) 2.0( ) 1.0( ) 2.4( ) 2.6( ) 2.4( ) 2.4( ) 1.7(S) 3.0( ) 441. 405. 369. 25. 238. 115. 351. 344. 117. 126. 4.4( ) 4.2( ) 2.0( ) 1.6( ) 2.4( ) .7( ) 4.2( ) 2.4( ) 3.1( ) 2.3( ) 89. 169. 125. 499. 53. 214. 466. 25. 5. I476. 3.1( ) 3.4( ) 1.8( ) 4.4( ) 2.6( ) 2.5( ) 3.6( ) 1.1( ) 1.0( ) 1 4.6( ) 491. 223. 121, 481. 4. 1. 655. 632. 369. 32. 2.7( ) .3( ) 2.3( ) 3.8( ) 1.4(S) .2( ) 4.6( ) 4.6( ) 2.0(S) .7( ) 257. 472. 113. 2.2( ) 3.3( ) 2.1( ) 0 45. 221. 420. 532. 275. 837. 906. 880. 813. 42. 310. 1.7( ) 2.2( ) 2.7( ) 1.1( ) 3.5( ) 3.7( ) 3.6( ) 3.9( ) 8.8(S) 3.7( ) 813. 915. 958. 30. 629. 358. 711. 316. 350. 131. 5.7( ) 5.4( ) 3.3( ) 1.6( ) 3.6( ) 1.3( ) 5.0( ) 2.4( ) 3.4( ) 2.3( ) 422. 553. 166. 1117. 103. 289. 1112. 106. 54. 1093. 3.6( ) 3.9( ) 2.1( ) 5.2( ) 2.7( ) 2.6( ) 5.2( ) 1.1( ) 1.2( ) 6.5( ) 1162. 324. 341. 1128. 10. 6. 1523. 1525. 911. 101. 4.0( ) .3( ) 2.6( ) 4.5( ) 3.0(S) .4( ) 6.1( ) 6.3( ) 8.0(S) 1.1( ) 1000. 1075. 533. 4.0( ) 4.5( ) 2.9( ) 0 55. 201. 340. 459. 247. 848. 1005. 1103. 1143. 104. 289. 1.6( ) 2.0( ) 2.5( ) 1.1( ) 3.5( ) 3.9( ) 4.0( ) 4.4( ) 21.6(S) 3.6( ) 783. 1075. 1177. 19. 1050. 549. 1206. 180. 236. 83. 5.6( ) 5.7( ) 3.7( ) 1.6( ) 4.1( ) 1.7( ) 5.6( ) 2.2( ) 3.3( ) 2.2( ) 371. 622. 107. 1727. 97. 177. 1119. 147. 129. 1286. 3.6( ) 3.9( ) 1.7( ) 5.7( ) 2.7( ) 2.4( ) 5.2( ) 1.2( ) 1.4( ) 6.8( ) 1368. 235. 253. 2426. 13. 11. 1836. 1973. 1339. 154. 4.4( ) .3( ) 2.5( ) 4.7( ) 3.9(S) .5( ) 6.5( ) 6.8( ) 16.7(S) 1.3( ) 1401. 1466. 1193. 4.7( ) 4.9( ) 3.7( ) 1 5. 165. 288. 390. 200. 728. 881. 1029. 2172. 173. 296. 1.5( ) 1.9( ) 2.4( ) 1.0( ) 3.3( ) 3.6( ) 3.9( ) 4.4( ) 35.8(S) 3.6( ) 683. 1010. 1129. 13. 1212. 623. 1652. 114. 154. 58. 5.3( ) 5.6( ) 3.6( ) 1.6( ) 4.3( ) 1.8( ) 5.9( ) 2.1( ) 3.2( ) 2.2( ) 1 1 1 1 1 1 1 1 1 253. 462. 71. 2111. 78. 113. 1184. 143. 145. 1366. 3.4( ) 3.8( ) 1.4( ) 5.9( ) 2.6( ) 2.3( ) 5.3( ) 1.2( ) 1.4( ) 6.9( ) 1432. 167. 182. 1501. 14. 13. 1838. 2023. 1552. 180. 4.4( ) .2( ) 2.4( ) 4.8( ) 4.5(S) .6( ) 6.5( ) 6.9( ) 24.5(S) 1.4( J 1624. 1651. 1664. 5.1( ) 5.1( ) 4.1( ) 1 15. 139. 243. 329. 159. 607. 743. 879. 1104. 235. 321. 1.3( ) 1.7( ) 2.2( ) .9( ) 3.0( ) 3.4( ) 3.6( ) 4.4( ) 48.7(S) 3.8( ) 614. 905. 1006. 9. 1160. 609. 1821. 76. 105. 43. 5.1( ) 5.4( ) 3.4( ) 1.5( ) 4.2( ) 1.8( ) 6.0( ) 2.0( ) 3.1( ) 2.1( ) 179. 334. 49. 2250. 62. 76. 1252. 123. 131. 1413. 3.3( ) 3.6( ) 1.1( ) 6.0( ) 2.6( ) 2.2( ) 5.5( ) 1.1( ) 1.4( ) 7.0( ) 1462. 119. 131. 1516. 15. 15. 1769. 1934. 1686. 185. 4.5( ) .2( ) 2.3( ) 4.8( ) 4.8(S) .6( ) 6.4( ) 6.8( ) 29.4(S) 1.4( ) 1752. 1767. 1900. 5.3( ) 5.2( ) 4.3( ) 1 25. 120. 211. 283. 130. 514. 631. 749. 1048. 289. 353. 1.3( ) 1.6( ) 2.1( ) .8( ) 2.8( ) 3.2( ) 3.4( ) 4.3( ) 59.8(5) 3.9( ) 589. 830. 905. 7. 1056. 563. 1779. 54. 76. 34. 5.1( ) 5.3( ) 3.2( ) 1.5( ) 4.1( ) 1.7( ) 6.0( ) 2.0( ) 3.0( ) 2.1( ) 133. 251. 36. 2190. 51. 54. 1344. 102. 110. 1463. 3.2( ) 3.5( ) 1.0( ) 5.9( ) 2.6( ) 2.2( ) 5.6( ) 1.1( ) 1.3( ) 7.0( ) 1496. 89. 98. 1532. 16. 16. 1718. 1848. 1749. 178. 4.5( ) .2( ) 2.2( ) 4.8( ) 5.0(S) .6( ) 6.4( ) 6.7( ) 31.7(S) 1.4( ) 1814. 1819. 2009. 5.4( ) 5.2( ) 4.4( ) - 1 35. 106. 187. 248. 108. 443. 546. 647. 997. 804. 723. 1.2( ) 1.5( ) 2.0( ) .8( ) 2.6( ) 3.0( ) 3.2( ) 4.2( ) 66.5(S) 5.6( ) 729. 847. 872. A. 974. 510. 1658. 41. 58. 28. 5.5( ) 5.3( ) 3.2( ) .9( ) 1.0( ) 1.6( ) 5.9( ) 1.9( I 2.9( ) 2.1( ) 104. 197. 28. 2032. 45. 41. 1402. 84. 92. 1510. 3.2( ) 3.4( ) .8( ) 5.9( ) 2.5( ) 2.1( ) 5.7( ) 1.1( ) 1.3( ) 7.1( ) 1537. 69. 76. 1560. 22. 20. 1698. 1799. 1771. 165. 4.6( ) .1( ) 2.2( ) 4.8( ) 5.1(S) .7( ) 6.4( ) 6.6( ) 32.5(S) 1.4( ) 1831. 1832. 2042. 5.4( ) 5.2( ) 4.4( ) 1 45. 95. 168. 222. 93. 39D. 483. 570. 942. 934. 964. 1.1( ) 1.5( ) 1.9( ) .7( ) 2.5( ) 2.8( ) 3.0( ) 4.1( ) 67.6(S) 6.3( ) 999. 1040. 1DD1. 3. 985. 459. 1557. 33. 47. 24. 6.1( ) 5.6( ) 3.4( ) .7( ) 4.0( ) 1.5( ) 5.8( ) 1.9( ) 2.9( ) 2.0( ) 1 55. 2 5 2 15. 2 25. 85. 262. 23. 1869. 36. 33. 1441. 70. 77. 1538. 3.1( ) 3.4( ) .7( ) 5.8( ) 1.8( ) 2.1( ) 5.8( ) 1.1( ) 1.3( ) 7.1( ) 1564. 56. 61. 1587. 21. 21. 1699. 1783. 1777. 151. 4.6( ) .1( ) 2.1( ) 4.8( ) 5.0(S) .7( ) 6.4( ) 6.6( ) 32.7(S) 1.3( ) 1830. 1830. 2038. 5.4( ) 5.2( ) 4.4( ) 85. 153. 201. 79. 347. 433. 511. 886. 913. 969. 1.1( ) 1.4( ) 1.8( ) .7( ) 2.4( ) 2.7( ) 2.9( ) 4.D( ) 67.4(S) 6.3( ) 1119. 1206. 1188. 2. 1113. 413. 1543. 28. 40. 22. 6.3( ) 5.8( ) 3.7( ) .6( ) 4.2( ) 1.4( ) 5.8( ) 1.9( ) 2.8( ) 2.0( ) 73. 138. 19. 1773. 26. 27. 1461. 60. 65. 1552. 3.1( ) 3.3( ) .7( ) 5.7( ) 1.5( ) 2.1( ) 5.8( ) 1.1( ) 1.2( ) 7.1( ) 1577. 47. 51. 1601. 19. 20. 1699. 1776. 2778. 136. 4.6( ) .1( ) 2.1( ) 4.9( ) 5.0(S) .7( ) 6.4( ) 6.6( ) 32.8(S) 1.3( ) 1825. 1824. 2020. 5.4( ) 5.2( ) 4.4( ) 74. 136. 180. 67. 309. 387. 460. 829. 863. 919. 1.0( ) 1.3( ) 1.7( ) .6( ) 2.3( ) 2.6( ) 2.8( ) 3.9( ) 67.0(S) 6.2( ) 1119. 1244. 1263. 2. 1240. 371. 1596. 23. 37. 19. 6.3( ) 5.9( ) 3.8( ) .5( ) 4.3( ) 1.3( ) 5.9( ) 1.9( ) 2.8( ) 2.0( ) 65. 120. 16. 1762. 23. 23. 1480. 51. 56. 1558. 3.1( ) 3.3( ) .6( ) 5.7( ) 1.3( ) 2.1( ) 5.9( ) 1.1( ) 1.2( ) 7.1( ) 1579. 38. 43. 1600. 16. 17. 1687. 1758. 1775. 122. 4.6( ) .1( ) 2.1( ) 4.9( ) 5.0(S) .6( ) 6.3( ) 6.6( ) 32.6(S) 1.2( ) 1816. 1814. 2996. 5.4( ) 5.2( ) 4.4( ) 64. 120. 159. 56. 271. 343. 410. 772. 808. 856. .9( ) 1.3( ) 1.6( ) .6( ) 2.1( ) 2.4( ) 2.6( ) 3.8( ) 66.5(S) 6.0( ) 1067. 1202. 1239. 1. 1279. 335. 1636. 18. 23. 14. 6.2( ) 5.8( ) 3.8( ) .4( ) 4.3( ) 1.2( ) 5.9( ) 1.9( ) 1.7( ) 1.3( ) 58. 105. 22. 2783. 20. 19. 2499. 44. 48. 1564. 3.0( ) 3.2( ) .5( ) 5.7( ) 1.2( ) 2.0( ) 5.9( ) 1.1( ) .1.2( ) 7.1( ) 1579. - 31. 36. 1595. 16. 16. 1667. 2731. 1765. 109. 4.6( ) .1( ) 2.1( ) 4.8( ) 5.0(S) .6( ) 6.3( ) 6.5( ) 32.3(S) 1.1( ) 1802. 1800. 1968. 5.3( ) 5.2( ) 4.4( ) 57. 107. 141. 48. 239. 304. 366. 717. 752. 792. .9( ) 1.2( ) 1.5( ) .6( ) 2.0( ) 2.3( ) 2.5( ) 3.7( ) 66.0(S) 5.8( ) 998. 1128. 1171. 1. 1246. - 306. 1622. 14. 16. 10. 6.1( ) 5.7( ) 3.7( ) .3( ) 4.3( ) 1.2( ) 5.9( ) 1.8( ) 1.4( ) 1.1( ) 1 1 1 1 1 1 32. 90. 10. 1776. 18. 17. 1520. 38. 42. 1572. 1.7( ) 3.2( ) .5( ) 5.7( ) 1.2( ) 2.0( ) 5.9( ) 1.1( ) 1.2( ) 7.1( ) 1583. 25. 31. 1595. 16. 16. 1653. 1709. 1751. 97. 4.6( ) .1( ) 2.0( ) 4.8( ) 4.9(S) .6( ) 6.3( ) 6.5( ) 31.8(S) 1.1( ) 1784. 1781. 1937. 5.3( ) 5.2( ) 4.3( ) 2 35. 51. 96. 127. Al. 213. 272. 328. 669. 700. 735. .8( ) 1.1( ) 1.5( ) .5( ) 1.9( ) 2.2( ) 2.4( ) 3.6( ) 65.6(S) 5.6( ) 930. 1049. 1091. 0. 1178. 285. 1561. 12. 13. B. 5.9( ) 5.6( ) 3.5( ) .3( ) 4.2( ) 1.1( ) 5.8( ) 1.8( ) 1.2( ) 1.0( ) 23. 71. S. 1718. 16. 10. 1536. 33. 36. 1582. 1.4( ) 3.1( ) .4( ) 5.7( ) 1.1( ) 1.2( ) 6.0( ) 1.1( ) 1.2( ) 7.1( ) 1591. 20. 21. 1599. 15. 15. 1646. 1694. 1735. 86. 4.7( ) .1( ) 1.3( ) 4.9( ) 4.8(S) .6( ) 6.3( ) 6.5( ) 31.2(S) 1.0( ) 1765. 1762. 1904. 5.3( ) 5.2( ) 4.3( ) 2 45. 45. 87. 115. 36. 191. 245. 296. 626. 653. 685. .8( ) 1.1( ) 1.4( ) .5( ) 1.8( ) 2.1( ) 2.3( ) 3.5( ) 65.2(S) 5.4( ) 868. 975. 1014. 0. 2102. 267. 1478. 6. 10. 7. 5.8( ) 5.5( ) 3.4( ) .2( ) 4.1( ) 1.1( ) 5.8( ) 1.0(') 1.0( ) .9( ) 19. 59. 7. 1631. 15. 5. 1543. 29. 32. 1586. 1.3( ) 3.1( ) .4( ) 5.6( ) 1.1( ) .8( ) 6.0( ) 1.1( ) 1.2( ) 7.1( ) 1595. 17. 17. 1603. 15. 15. 1639. 1683. 1720. 76. 4.7( ) .1( ) 1.1( ) 4.9( ) 4.7(S) .6( ) 6.3( ) 6.5( ) 30.6(S) 1.0( ) 1747. 1744. 1874. 5.3( ) 5.1( ) 4.3( ) 2 55. 41. 80. 104. 31; 172. 222. 269. 590. 613. 641. .7( ) 1.0( ) 1.3( ) .5( ) 1.8( ) 2.0( ) 2.2( ) 3.4( ) 64.8(S) 5.3( ) 813. 908. 944. 0. 1028. 252. 1388. 4. 6. 6. 5.7( ) 5.4( ) 3.3( ) .2( ) 4.1( ) 1.0( ) 5.7( ) .7( ) .8( ) .8( ) 14. 51. 6. 1534. 14. /. 1546. 25. 28. 1587. 1.0( ) 3.1( ) .3( ) 5.6( ) 1.0( ) .7( ) 6.0( ) 1.1( ) 1.1( ) 7.2( ) 1596. 14. 15. 1603. 15. 15. 1635. 1676. 1707. 68. 4.7( ) .1( ) 1.0( ) 4.9( ) 4.6(S) .6( ) 6.3( ) 6.5( ) 30.2(S) 1.0( ) 1731. 1729. 1846. 5.2( ) 5.1( ) 4.3( ) 3 5. 37. 73. 95. 28. 155. 202. 246. 558. 578. 603. .7( ) 1.0( ) 1.3( ) .4( ) 1.7( ) 1.9( ) 2.1( ) 3.3( ) 64.5(S) 5.1( ) 763. 849. 882. 0. 960. 240. 1302. 3. 4. 6. 5.6( ) 5.3( ) 3.2( ) .2( ) 4.0( ) 1.0( ) 5.6( ) .6( ) .6( ) .8( ) 3 - 15 3 25 3 35. 3 45. 10. 46. S. 1439. 13. 3. 1543. 23. 25. 1583. .9( ) 3.0( ) .3( ) 5.5( ) 1.0( ) .6( ) 6.0( ) 1.1( ) 1.1( ) 7.1( ) 1592. 12. 12. 1600. 14. 13. 1629. 1668. 1696. 61. 4.7( ) .0( ) .9( ) 4.9( ) 4.5(S) .6( ) 6.3( ) 6.4( ) 29.8(S) .9( ) 1718. 1716. 1822. 5.2( ) 5.1( ) 4.2( ) 33. 66. 86. 24. 141. 284. 225. 529. 548. 570. .6( ) 1.0( ) 1.2( ) .4( ) 1.6( ) 1.9( ) 2.0( ) 3.2( ) 64.3(S) 5.0( ) 707. 790. 823. 0. 997. 228. 1222. 3. 3. 5. 5.4( ) 5.2( ) 3.1( ) .2( ) 3.9( ) 1.0( ) 5.6( ) .6( ) .6( ) .7( ) 9. 43. 4. 1350. 13. 2. 1532. 20. 22. 1573. .8( ) 2.6( ) .3( ) 5.4( ) .9( ) .5( ) 5.9( ) 1.0( ) 1.1( ) 7.1( ) 1582. 10. 10. 1592. 14. 14. 1619. 1658. 1686. 54. 4.6( ) .0( ) .9( ) 4.8( ) 4.4(S) .6( ) 6.3( ) 6.4( ) 29.4(S) .9( ) 1706. 1704. 1801. 5.2( ) 5.1( ) 4.2( ) 30. 61. 79. 21. 128. 169. 207. 504. 520. 540. .6( ) .9( ) 1.2( ) .4( ) 1.5( ) 1.8( ) 2.0( ) 3.2( ) 64.0(S) 4.8( ) 650. 728. 761. 0. 837. 226. 1146. 2. 2. 4. 5.2( ) 5.1( ) 2.9( ) .1( ) 3.8( ) 1.0( ) 5.5( ) .5( ) .5( ) .7( ) 7. 28. 4. 1261. 12. 2. 1515. 19. 20. 1557. .8( ) 1.8( ) .3( ) 5.4( ) .9( ) .5( ) 5.9( ) 1.0( ) 1.1( ) 7.1( ) 1567. 9. 9. 1578. 14. 14. 1605. 1644. 1675. 49. 4.6( ) .0( ) .8( ) 4.8( ) 4.2(S) .6( ) 6.2( ) 6.4( ) 29.0(S) .8( ) 1694. 1692. 1782. 5.2( ) 5.1( ) 4.2( ) 27. 56. 72. 19. 117. 154. 191. 481. 496. 514. .6( ) .9( ) 1.1( ) .4( ) 1.5( ) 1.7( ) 1.9( ) 3.1( ) 63.8(S) 4.7( ) 602. 672. 702. 0. 777. 202. 1072. 2. 2. 4. ' 5.1( ) 5.0( ) 2.8( ) .1( ) 3.8( ) .9( ) 5.4( ) .5( ) .5( ) .6( ) 6. 23. 3. 1177. 11. 2. 1492. 17. 18. 1536. .7( ) 1.6( ) .2( ) 5.3( ) .9( ) .4( ) 5.9( ) 1.0( ) 1.1( 7 7.1( ) 1547. S. S. 1559. 13. 13. 1585. 1625. 1662. 44. 4.6( ) .0( ) .7( ) 4.8( ) 4.1(S) .6( ) 6.2( ) 6.4( ) 28.5(S) .8( ) 1681. 1678. 1763. 5.2( ) 5.1( ) 4.2( ) 25. 51. 66. 17. 107. 142. 176. 460. 474. 490. .5( ) .8( ) 1.1( ) .4( )- 1.4( ) 1.7( ) 1.8( ) 3.1( ) 63.6(S) 4.6( ) 566. 625. 652. 0. 721. 189. 999. 1. 2. 3. 5.0( ) 4.9( ) 2.7( ) .1( ) 3.7( ) .9( ) 5.4( ) .4( ) .4( ) .6( ) 1 3 55. 1 4 S. 1 ' 4 15. 1 ' 4 25. 5. 21. 3. 1099. 11. 1. 1464. 16. 17. 1509. .7( ) 1.5( ) .2( ) 5.2( ) .9( ) .4( ) 5.8( ) 1.0( ) 1.1( ) 7.1( ) 1521. 7. 7. 1535. 13. 13. 1561. 1602. 1647. 40. 4.6( ) .0( ) .7( ) 4.8( ) 4.0(S) .6( ) 6.2( ) 6.4( ) 27.9(S) .e( ) 1665. 1662. 1744. 5.1( ) 5.1( ) 4.2( ) 22. 47. 61. 15. 98. 130. 162. 441. 453. 469. .5( ) .8( ) 1.0( ) .4( ) 1.4( ) 1.6( ) 1.8( ) 3.0( ) 63.4(S) 4.5( ) 539. 590. 612. 0. 673. 177. 932. 1. 1. 3. 4.9( ) 4.8( ) 2.6( ) .1( ) 3.6( ) .8( ) 5.3( ) .4( ) .4( ) .6( ) 5. 19. 3. 1026. 10. 1. 1433. 14. 16. 1479. .6( ) 1.4( ) .2( ) 5.2( ) .8( ) .4( ) 5.8( ) 1.0( ) 1.1( ) 7.0( ) 1491. 6. 6. 1506. 12. 13. 1532. 1573. 1628. 36. 4.5( ) .0( ) .6( ) 4.8( ) 3.9(5) .5( ) 6.1( ) 6.3( ) 27.3(S) .7( ) 1647. 1643. 1723. 5.1( ) 5.1( ) 4.2( ) 20. 43. 56. 13. 89. 120. 150. 422. 434. 448. .5( ) .8( ) 1.0( ) .3( ) 1.3( ) 1.5( ) 1.7( ) 2.9( ) 63.3(S) 4.4( ) 514. 561. 580. 0. 634. 167. 874. 1. 1. 3. 1.7( ) 4.7( ) 2.6( ) .1( ) 3.6( ) .8( ) 5.2( ) .3( ) .3( ) .5( ) 4. 17. 2. 961. 10. 1. 1398. 13. 15. 1445. .6( ) 1.4( ) .2( ) 5.1( ) .8( ) .3( ) 5.7( ) 1.0( ) 1.1( ) 7.0( ) 1457. 5. S. 1473. 12. 12. 1500. 1541. 1606. 33. 4.5( ) .0( ) .6( ) 4.8( ) 3.8(S) .5( ) 6.1( ) 6.3( ) 26.4(S) .7( ) 1625. 1621. 1699. 5.1( ) 5.0( ) 4.1( ) 18. 40. 52. 12. 82. 111. 139. 403. 415. 429. .5( ) .8( ) 1.0( ) .3( ) 1.3( ) 1.5( ) 1.6( ) 2.9( ) 63.1(S) 4.3( ) 491. 534. 552. 0. 601. 158. 823. 1. 1. 2. 4.6( ) 4.6( ) 2.5( ) .0( ) 3.5( ) .8( ) 5.2( ) .3( ) .3( ) .5( ) 4. 16. 2. 903. 9. 1. 1361. 13. 14. 1408. .5( ) 1.3( ) .2( ) 5.0( ) .8( ) .3( ) 5.7( ) 1.0( ) 1.1( ) 7.0( ) 1421. 4. 5. 1438. 12, 12. 1464. 1506. 1580. .30. 4.4( ) .0( ) .5( ) 4.7( ) 3.6(S) .5( ) 6.0( ) 6.2( ) 25.5(S) .7( ) 1600. 1595. 1672. 5.0( ) 5.0( ) 4.1( ) 17. 37. 48. 11. 75. 102. 129. 386. 397. 410. .4( ) .7( ) .9( ) .3( ) 1.2( ) 1.4( ) 1.6( ) - 2.8( ) 62.9(S) 4.2( ) 469. 509. 526. 0. 572. 151. 780. 1. 1. 2. 4.5( ) 4.6( ) 2.4( ) .0( ) 3.5( ) .8( ) 5.1( ) .3( ) .3( ) .5( ) 3. 15. 2. 854. 9. 1. 1322. 12. 13. 1369. .5( ) 1.2( ) .2( ) 5.0( ) .8( ) .3( ) 5.6( ) 1.0( ) 1.1( ) 6.9( ) 1382. A. 4. 1400. 11. 11. 1426. 1468. 1550. 28. 4.4( ) .0( ) .5( ) 4.7( ) 3.5(S) .5( ) 6.0( ) 6.2( ) 24.4(S) .7( ) 1571. 1565. 1643. 5.0( ) 5.0( ) 4.1( ) 4 35. 15. 34. 44. 9. 69. 94. 120. 369. 379. 391. .4( ) .7( ) .9( ) .3( ) 1.2( ) 1.4( ) 1.5( ) 2.8( ) 62.8(S) 4.1( ) 449. 485. 502. 0. 545. 145. 742, 0. 1. 2. 4.4( ) 4.5( ) 2.4( ) .0( ) 3.4( ) .8( ) 5.1( ) .3( ) .3( ) .5( ) 3. 14. 2. 811. 9. 0. 1283. 11. 12. 1329. .5( ) 1.2( ) .2( ) 4.9( ) .8( ) .2( ) 5.5( ) 1.0( ) 1.1( ) 6.9( ) 1343. 3. 4. 1361. 11. 11. 1386. 1428. 1518. 26. 4.3( ) .0( ) .5( ) 4.7( ) 3.4(S) .5( ) 5.9( ) 6.1( ) 23.2(S) .6( ) 1539. 1533. 1610. 4.9( ) 5.0( ) 4.1( ) 4 45. 14. 31. 40. S. 64. 87. 111. 353. 363. 374. .4( ) .7( ) .9( ) .3( ) 1.1( ) 1.3( ) 1.5( ) 2.7( ) 62.6(S) 4.1( ) 429. 463. 479. 0. 521. 139. 708. 0. 1. 2. 4.4( ) 4.4( ) 2.3( ) .0( ) 3.4( ) .7( ) 5.0( ) .2( ) .2( ) .4( ) 2. 13. 1. 772. e. 0. 1241. 10. 11. 1288. .4( ) 1.2( ) .1( ) 4.9( ) .8( ) .2( ) 5.4( ) 1.0( ) 1.1( ) 6.8( ) 1302. 3. 3. 1320. 11. 11. 1346. 1387. 1483. 24. 4.3( ) .0( ) .5( ) 4.7( ) 3.3(S) .5( ) 5.9( ) 6.1( ) 22.0(S) .6( ) 1504. 1498. 1575. 4.9( ) 4.9( ) 4.0( ) 4 55. 12. 29. 37. 7. 58. 81. 104. 338. 347. 358. .4( ) .6( ) .8( ) .3( ) 1.1( ) 1.3( ) 1.4( ) 2.7( ) 62.5(S) 4.0( ) 411. 442. 457. 0. 497. 134. 677. 0. 0. 2.' 4.3( ) 4.3( ) 2.3( ) .0( ) 3.3( ) .7( ) 5.0( ) .2( ) .2( ) .4( ) 2. 12. 1. 738. e. 0. 1188. 10. 11. 1241. .4( ) 1.1( ) .1( ) 4.8( ) .7( ) .2( ) 5.3( ) 1.0( ) 1.1( ) 6.8( ) 1256. 3. 3. 1277. 10. 10. 1303. 1344. 1446. 22. 4.2( ) .0( ) .4( ) 4.6( ) 3.2(S) .5( ) 5.8( ) 6.0( ) 20.6(S) .6( ) 1467. 1461. 1537. 4.8( ) 4.9( ) 4.0( ) 5 5. 11. 27. 34. 7. 54. 75. 96. 323. 332. 342. .4( ) .6( ) .8( ) .2( ) 1.0( ) 1.2( ) 1.4( ) 2.6( ) 62.4(S) 3.9( ) 394. 422. 436. 0. 476. 130. 648. 0. 0. 1. 4.2( ) 4.3( ) 2.2( ) .0( ) 3.3( ) .7( ) 4.9( ) .2( ) .2( ) .4( ) 2. 11. 1. 706. a. 0. 1135. 9. 10. 1188 .4( ) 1.1( ) .1( ) 4.a( ) .7( ) .2( ) 5.2( ) 1.0( ) 1.1( ) 6.7( ) ' 1204. 2. 2. 1227. 10. 10. 1255. 1298. 1406. 20. 4.1( ) .0( ) .4( ) 4.6( ) 3.1(S) .5( ) 5.7( ) 5.9( ) 19.2(S) .6( ) ' 1428. 1421. 1497. 4.8( ) 4.9( ) 4.0( ) 5 15. 10. 25. 32. 6. 49. 69. 90. 309. 318. 327, ' .3( ) .6( ) .8( ) .2( ) 1.0( ) 1.2( ) 1.3( ) 2.6( ) 62.3(S) 3.8( ) ' 377. 4.1( ) 403. 4.2( ) 417. 2.) 2( 0. .0( ) 155, 3.3( ) 125. .7( ) 621. 4.9( ) 0. .2( ) 0. .2( ) 1. .4( ) 2. 10. 1. 676. 7. 0. 1084. 9. 9. 1135. 1.0( ) .1( ) 4.7( ) .7( ) .2( ) 5.1( ) 1.0(..) 1.1( ) 6.6( ) 1151. 2. 2. 1174. 10. 10. 1203. 1248. 1364. 19. ' 4.0( ) .0( ) .4( ) 4.6( ) 3.0(S) .5( ) 5.7( ) 5.8( ) 17.6(S) .6( ) 2387. 1379. 1456. 4.7( ) 4.8( ) 3.9( ) 5 25. 9. 23. 29. 5. 46. 64. 83. 295. 304. 313. .3( ) .6( ) .7( ) .2( ) 1.0( ) 1.2( ) 1.3( ) 2.5( ) 62.1(S) 3.7( ) ' 361. 385. 398. 0. 436. 121. 595. 0. 0. 1. 4.0( ) 4.1( ) 2.1( ) .0( ) 3.2( ) .7( ) 4.9( ) .1( ) .2( ) .3( ) ' 1. 10. 1. 649. 7. 0. 1037. 8. 9. 1084. .4( ) 1.0( ) ,1( ) 4.7( ) .7( ) .2( ) 5.0( ) 1.0( ) 1.1( ) 6.5( ) 1100. 2. 2. 1122. 9. 9. 1150. 1195. 1319. 18. 3.9( ) .0( ) .4( ) 4.5( ) 2.9(S) .5( ) 5.6( ) 5.8( ) 16.0(S) .6( ) 1342. 1334. 1412. ' 4.6( ) 4.8( ) .3.9( ) 5 35. 8. 21. 27. 5. 42. 59. 78. 280. 299. 304. .3( ) .5( ) .7( ) .2( ) .9( ) 1.1( ) 1.3( ) 2.4( ) 61.9(S) 3.7( ) 348. 368. 381. 0. 418, 116. 571. 0. 0. 1. . ' 3.9( ) 4.0( ) 2.1( ) .0( ) 3.2( ) .7( ) 4.8( ) .1( ) .1( ) .3( ) 1. 9. 1. 622. 7. 0. 991. a. 9. 1035. ' .3( ) 1.0( ) .1( ) 4.6( ) .7( ) .1( ) 4.9( ) 1.0( ) 1.1( ) 6.4( ) 1050. 2. 2. 3072. 9. 9. 1099. 1142. 1271. 16. 3.9( ) .0( ) .3( ) 405( ) 2.8(S) .5( ) 5.5( ) 5.7( ) 24.2(S) .5( ) ' 1295. 1286. 1365. 4.6( ) 4.7( I 3.9( ) ' 5 45. 7. 20. 25. 4. 39. 55. 72. 265. 298. 302. .3( ) .5( ) .7( ) .2( ) .9( ) 1.1( ) 1.2( ) 2.4( ) 61.6(S) 3.7( ) ' 341. 359. 368. 0. 402. 112. 548. 0. 0. 1. 3.9( ) a.0( ) 2.0( ) .0( ) 3.1( ) .6( ) 4.8( ) .1( ) .1( ) .3( ) I . e. 1. 597. 6. 0. 948. 8. 8. 988. .3( ) .9( ) .1( ) 4.6( ) .7( ) .1( ) 4.9( ) 1.0( ) 1.1( ) 6.3( ) 2003. 1. 2. 1024. 9. 9. 1050. 1091. 1189. 15. 3.8( ) .0( ) .3( ) 4.4( ) 2.7(S) .4( ) 5.4( ) 5.6( ) 12.6(S) .5( ) 1227. 1210. 1310. 4.4( ) 4.7( ) 3.8( ) 5 55. 7. 18. 23. 3. 35. 51. 67. 247. 295. 300. .3( ) .5( ) .6( ) .2( ) .9( ) 1.0( ) 1.2( ) 2.3( ) 61.0(S) 3.6( ) 338. 353. 360. 0. 389. 108. 527. 0. 0. 1. 3.9( ) 4.0( ) 2.0( ) .0( ) 3.1( ) .6( ) 4.7( ) .1( ) .1( ) .3( ) 1. S. 1. 574. 6. 0. 907. 7. 8. 942. .3( ) .9( ) .1( ) 4.6( ) .7( ) .1( ) 4.8( ) 1.0( ) 1.1( ) 6.2( ) 957. 1. 1. 977. 8. S. 1002. 1042. 1118. 14. 3.7( ) .0( ) .3( ) 4.4( ) 2.6(S) .4( ) 5.3( ) 5.5( ) 11.4(S) .5( ) 1148. 1135. 1237. 4.3( ) 4.6( ) 3.7( ) 6 5. 6. 17. 21. 3. 33. 47. 63. 226. - 291. 296. .2( ) .5( ) .6( ) .2( ) .8( ) 1.D( ) 1.1( ) 2.2( ) 60.3(S) 3.6( ) 333. 348. 355. 0. 379. 104. 509. 0. 0. 1. 3.8( ) 3.9( ) 2.0( ) .0( ) 3.1( ) .6( ) 4.7( ) .1( ) .1( ) .3( ) 1. 7. 1. 554. 6. 0. 850. 7. e. 889. .3( ) .9( ) .1( ) 4.5( ) .6( ) .1( ) 4.6( ) 1.0( ) 1.1( ) 6.1( ) 907. 1. 1. 930. 8. 8. 955. 995. 1061. 13. 3.6( ) .0( ) .3( ) 4.4( ) 2.5(S) .4( ) 5.2( ) 5.4( ) 10.5(S) .5( ) 1086. 1075. 1168. 4.2( ) 4.5( ) 3.7( ) 6 15. 5. 15. 20. 3. 30. 43. 59. 202. 286. 291. .2( ) .5( ) .6( ) .2( ) .8( ) 1.0( ) 1.1( ) 2.1( ) 59.2(S) 3.6( ) 328. 343. 349. 0. 371. 100. 494. 0. 0. 1.' 3.8( ) 3.9( ) 2.0( ) .0( ) 3.1( ) .6( ) 4.6( ) .1( ) .1( ) .3( ) 1. 7. 1. 536. 6. 0. 795. 7. 7. 824. .3( ) .8( ) .1( ) 4.5( ) .6( ) .1( ) 4.5( ) 1.0( ) 1.1( ) 5.9( ) 844. 1. 1. 872. S. S. 902. 945. 1008. 13. 3.5( ) .0( ) .3( ) 4.3( ) 2.4(S) .4( ) 5.1( ) 5.3( ) 9.6(S) .5( ) 1032. 1021. 1107. 4.1( ) 4.4( ) 3.6( ) 6 25. 5. 14. 18. 2. 28. 40. 55. 180. 280. 285. .2( ) .4( ) .6( ) .2( ) .8( ) .9( ) 1.1( ) 2.0( ) 58.0(S) 3.5( ) 322. 336. 342. 0. 364. 96. 481. 0. 0. 1. 3.8( ) 3.9( ) 2.0( ) .0( ) 3.0( ) .6( ) 4.6( ) .1( ) .1( ) .2( ) 1. 7. 0. 520. 6. 0. 747. 6. 7. 772 .2( ) .B( ) .1( ) 4.4( ) .6(-) .1( ) 4.4( ) 1.0( ) 1.1( ) 5.7( ) 788. 1. 1. 813. 7. S. 843. 888. 954. 12. 3.4( ) .0( ) .3( ) 4.2( ) 2.3(S) .4( ) 5.0( ) 5.2( ) 8.7(5) .5( ) ' 979. 968. 1051. 4.0( ) 4.9( ) 3.6( ) 6 35. A. 13. 17. 2. 25. 37. 51. 160. 273. 278. .2( ) .4( ) .5( ) .1( ) .7( ) .9( ) 1.0( ) 1.9( ) 56.5(S) 3.5( ) ' 315. 3.7( ) 328. 3.8( ) 335. 1.9( ) 0. ) 357. 3.0( ) 92. .6( ) 469. 4.6( ) 0. .1( ) 0. .1( ) 0. .2( ) .0( 1. 6. 0. 507. 5. 0. 705. 6. 7. 728. ' .2( ) .8( ) .1( ) 4.4( ) .6( ) .1( ) 4.3( ) 1.0( ) 1.0( ) 5.6( ) 742. 1. 1. 764. 7. 7. 789. 831. 899. 11. ' 3.3( ) .0( ) .2( ) 4.2( ) 2.2(S) .4( ) 4.9( ) 5.1( ) 7.6(S) .5( ) 923. 912. 997. 3.9( ) 4.3( ) 3.5( ) ' 6 45. 4. 12. 15. 2. 23. 34. 47. 143. 265. 270. .2( ) .4( ) .5( ) .1( ) .7( ) .9( ) 1.0( ) 1.8( ) 54.9(S) 3.5( ) ' 307. 320. 327. 0. 350. 88. 458. 0. 0. 0. 3.7( ) 3.8( ) 1.9( ) .0( ) 3.0( ) .6( ) 4.6( ) .1( ) .1( ) .2( ) ' 1. 6. 0. 494. 5. 0. 668. 6. 6. 689. .2( ) .8( ) .1( ) 4.4( ) .6( ) .1( ) 4.2( ) 1.0( ) 1.0( ) 5.4( ) 702. 1. 1. 721. 7. 7. 743. 781. 845. 10. 3.2( ) .0( ) .2( ) 4.1( ) 2.1(S) .4( ) 4.8( ) 5.0( ) 6.9(S) .4( ) 868. 856. 941. ' 3.8( ) 4.2( ) 3.4( ) 6 55. 3, 21. 14, 1, 21. 32. 44. 128. 257. 262. ' .2( ) .4( ) .5( ) .1( ) .7( ) .8( ) 1.0( ) 1.7( ) 53.1(S) 3.4( ) 298. 311. 318. 0. 332. 84. 442. 0. 0. 0.' ' 3.6( ) 3.7( ) 1.9( ) .0( ) 2.9( ) .5( ) 4.5( ) .1( ) .1( ) .2( ) 0. 6. 0. 480. 5. 0. 636. 6. 6. 655. ' .2( ) .7( ) .1( ) 4.3( ) .6( ) .1( ) 4.1( ) 1.0( ) 1.0( ) 5.3( ) 666. 1. 1. 684. 7. 7. 703. 738. 795. 10. 3.1( ) .0( ) .2( ) 4.1( ) 2.1(S) .4( ) 4.7( ) 4.9( ) 6.0(S) .4( ) ' 816. 805. 887. 3.7( ) 4.1( ) 3.4( ) ' 7 5. 3. 10. 13. 1. 19. 29. 41. 116. 248. 253. .2( ) .4( ) .5( ) .1( ) .6( ) .8( ) .9( ) 1.6( ) 51.3(S) 3.3( ) ' 289. 302. 308. 0. 321. 81. 426. 0. 0. 0. 3.6( ) 3.7( ) 1.8( ) .0( ) 2.9( ) .5( ) 4.5( ) .1( ) .1( ) .2( ) 7 15 7 25 7 35 7 45 0. 5. 0. 464. 5. 0. 539. 6. 6. 588. .2( ) .7( ) .1( ) 4.3( ) .6( ) .1( ) 3.8( ) 1.0( ) 1.0( ) 5.0( ) 615. 1. 1. 642. 6. 6. 665. 698. 750. 9. 3.0( ) .0( ) .2( ) 4.0( ) 2.0(S) .4( ) 4.6( ) 4.8( ) 5.3(S) .4( ) 768. 759. 836. 3.6( ) 4.0( ) 3.3( ) 2. 9. 12. 1. 18. 27. 38. 106. 239. 244. .1( ) .4( ) .5( ) .1( ) .6( ) .8( ) .9( ) 1.6( ) 49.5(S) 3.3( ) 279. 292. 299. 0. 311. 78. 411. 0. 0. 0. 3.5( ) 3.6( ) 1.8( ) .0( ) 2.8( ) .5( ) 4.4( ) .1( ) .1( ) .2( ) 0. 5. 0. 447. 5. 0. 469. 5. 6. 498. .2( ) .7( ) .1( ) 4.2( ) .6( ) .1( ) 3.6( ) 1.0( ) 1.0( ) 4.7( ) 525. 1. 1. 568. 6. 6. 606. 650. 706. 9. 2.8( ) .0( ) .2( ) 3.9( ) 1.9(S) .4( ) 4.4( ) 4.6( ) 4.5(S) .4( ) 726. 716. 790. 3.5( ) 3.9( ) 3.3( ) 2. 9. 11. 1. 16. 25. 35. 97. 230. 235. .1( ) .3( ) .4( ) .1( ) .6( ) .7( ) .9( ) 1.5( ) 47.7(S) 3.2( ) 270. 282. 289. 0. 301. 75. 396. 0. 0. 0. 3.5( ) 3.5( ) 1.8( ) .0( ) 2.8( ) .5( ) 4.4( ) .1( ) .1( ) .2( ) 0. 5. 0. 431. 4. 0. 447. 5. 6. 463. .2( ) .7( ) .0( ) 4.2( ) .6( ) .1( ) 3.5( ) 1.0( ) 1.0( ) 4.5( ) 473. 0. 0. 500. 6. 6. 533. 583. 654. 8. 2.6( ) .0( ) .2( ) 3.8( ) 1.8(S) .4( ) 4.2( ) 4.5( ) 3.7(S) .4( ) 677. 665. 744. 3.4( ) 3.8( ) 3.2( ) 2. S. 10. 1. 15. 23. 33. 90. 221. 226. .1( ) .3( ) .4( ) .1( ) .6( ) .7( ) .8( ) 1.4( ) 45.8(S) 3.2( ) 260. 272. 279. 0. 290. 72. 382. 0. 0. 0.-: 3.4( ) 3.5( ) 1.7( ) .0( ) 2.7( ) .5( ) 4.3( ) .1( ) .1( ) .1( ) 0. 4. 0. 415. 4. 0. 431. 5. 5. 444. .2( ) .7( ) .0( ) 4.1( ) .5( ) .1( ) 3.4( ) 1.0( ) 1.0( ) 4.4( ) 451. 0. 0. 464. 6. 6. 483. 522. 550. e. 2.6( ) .0( ) .2( ) 3.8( ) 1.8(5) .4( ) 4.1( ) 4.3( ) 3.0(5) .4( ) 589. 564. 684. 3.2( ) 3.5( ) 3.1( ) 1. 7. 9. 0. 13. 21. 30. 83. 213. 217. .1( ) .3( ) .4( ) .1( ) .5( ) .7( ) .8( ) 1.4( ) 44.0(S) 3.1( ) 250. 262. 269. 0. 280. 69. 368. 0. 0. 0. 3.3( ) 3.4( ) 1.7( ) .0( ) 2.6( ) .5( ) 4.3( ) .1( ) .1( ) .1( ) 1 1 ' 7 55 1 ' e S ' 8 15. ' 8 25. 0. 4. 0. 399. 4. 0. 415. 5. 5. 428. .1( ) .6( ) .0( ) 4.0( ) .5( ) .1( ) 3.4( ) 1.0( ) 1.0( ) 4.3( ) 434. 0. 0. 443. S. 6. 455. 482. 497. 7. 2.5( ) .0( ) .2( ) 3.7( ) 1.7(S) .3( ) 4.0( ) 4.1( ) 2.7(S) .4( ) 518. 506. 609. 3.0( ) 3.4( ) 3.0( ) 1. 7. e. 0. 12. 19. 28. 78. 204. 209. .1( ) .3( ) .4( ) .1( ) .5( ) .6( ) .8( ) 1.3( ) 42.3(S) 3.0( ) 237. 250. 258. 0. 270. 66. 354. 0. 0. 0. 3.2( ) 3.3( ) 1.7( ) .0( ) 2.6( ) .5( ) 4.2( ) .1( ) .1( ) .1( ) 0. 4. 0. 383. A. 0. 399. S. 5. 411. .1( ) .6( ) .0( ) 4.0( ) .5( ) .1( ) 3.3( ) 1.0( ) 1.0( ) 4.2( ) 417. 0. 0. 426. S. S. 436. 457. 467. 7. 2.5( ) .0( ) .2( ) 3.7( ) 1.6(S) .3( ) 3.9( ) 4.1( ) 2.5(S) .4( ) 481. 474. 552. 2.9( ) 3.3( ) 3.0( ) 1. 6. e. 0. 11. 18. 26. 73. 196. 200. .1( ) .3( ) .4( ) .0( ) .5( ) .6( ) .7( ) 1.3( ) 40.6(S) 3.0( ) 216. 230. 242. 0. 257. 63. 338. 0. 0. D. 3.1( ) 3.2( ) 1.6( ) .0( ) 2.5( ) .5( ) 4.2( ) .1( ) .1( ) .1( ) 0. 4. 0. 368. 4. 0. 384. 5. S. 396. .1( ) .6( ) .0( ) 3.9( ) .5( ) .1( ) 3.3( ) 1.0( ) 1.0( ) 4.2( ) 401. 0. 0. 410. 5. 5. 619. 438. 446. 7. 2.4( ) .0( ) .2( ) 1.7( ) 1.6(S) .3( ) 3.8( ) 4.0( ) 2.4(S) .4( ) 457. 452. 512. 2.8( ) 3.2( ) 2.9( ) 1. 6. 7. 0. 10. 16. 24. 69. 188. 192. .1( ) .3( ) .3( ) .0( ) .5( ) .6( ) .7( ) 1.3( ) 38.9(S) 2.9( ) 202. 213. 224. 0. 240. 60. 318. 0. 0. 0. ' 3.0( ) 3.1( ) 1.5( ) .0( ) 2.4( ) .4( ) 4.1( ) .1( ) .1( ) .1( ) 0. 3. 0. 349. A. 0. 367. 4. 5. 380. .1( ) .6( ) .0( ) 3.8( ) .5( ) .1( ) 3.2( ) 1.0( ) 1.0( ) 4.1( ) 386. 0. 0. 394. 5. 5. 403. 421. 428. 6. 2.4( ) .0( ) .2( ) 3.6( ) 1.5(S) .3( ) 3.8( ) 3.9( ) 2.3(S) .4( ) 438. 434. 484. 2.8( ) 3.1( ) 2.9( ) 1. 5. 6. 0. 9. 15. 23. 65. 180. 284. .1( ) .3( ) .3( ) .0( ) .4( ) .6( ) .7( ) 1.2( ) 37.3(S) 2.8( ) 192. 202. 210. 0. 224. 57. 295. 0. 0. 0. 2.9( ) 3.0( ) 1.5( ) .0( ) 2.3( ) .4( ) 3.9( ) .1( ) .1( ) .1( ) 8 35 8 45. 8 55 9 5. 0. 3. 0. 326. 4. 0. 347. 4. S. 361. .1( ) .6( ) .0( ) 3.7( ) .5( ) .1( ) 3.1( ) 1.0( ) 1.0( ) 4.0( ) 368. 0. 0. 378. S. 5. 387. 405. 411. 6. 2.3( ) .0( ) .1( ) 3.6( ) 1.4(S) .3( ) 3.7( ) 3.9( ) 2.2(S) .4( ) 421. 417. 462. 2.7( ) 3.1( ) 2.8( ) 0. 5. 6. 0. 8. 13. 21. 61. 173. 176. .1( ) .2( ) .3( ) .0( ) .4( ) .5( ) .7( ) 1.2( ) 35.7(S) 2.8( ) 184. 193. 200. 0. 211. 54. 277. 0. 0. 0. 2.9( ) 2.9( ) 1.4( ) .0( ) 2.3( ) .4( ) 1.8( ) .1( ) .1( ) .1( ) 0. 3. 0. 307. 3. 0. 325. 4. 4. 339. .1( ) .5( ) .0( ) 3.6( ) .5( ) .1( ) 3.0( ) 1.0( ) 1.0( ) 3.9( ) 347. 0. 0. 359. 4. 5. 369. 387. 394. 6. 2.3( ) .0( ) .1( ) 3.5( ) 1.4(S) .3( ) 3.6( )3.8( ) 2.1(S) .3( ) 404. 400. 443. 2.7( ) 3.0( ) 2.8( ) 0. 4. 5. 0. 8. 12. 19. 58. 165. 169. .0( ) .2( ) .3( ) .0( ) .4( ) .5( ) .6( ) 1.2( ) 34.2(S) 2.7( ) 176. 185. 191. 0. 201. 51. 263. 0. 0. 0. 2.8( ) 2.9( ) 1.4( ) .0( ) 2.2( ) .4( ) 3.7( ) .1( ) .1( ) .1( ) 0. 3. 0. 291. 3. 0. 306. 4. 4. 319. .1( ) .5( ) .0( ) 3.5( ) .5( ) .1( ) 3.0( ) 1.0( ) 1.0( ) 3.8( ) 327. 0. 0. 338. 4. 4. 349. 368. 376. 5. 2.2( ) .0( ) .1( ) 3.5( ) 1.3(S) .3( ) 3.6( ) 3.7( ) 2.0(S) .3( ) 386. 381. 425. 2.6( ) 3.0( ) 2.8( ) 0. 4. 5. 0. 7. 11. 18. 55. 158. 162. .0( ) .2( ) .3( ) .0( ) .4( ) .5( ) .6( ) 1.1( ) 32.8(S) 2.7( ) 169. 177. 183. 0. 192. 49. 250. 0. 0. 0- 2.7( ) 2.8( ) 1.3( ) .0( ) 2.1( ) .4( ) 3.6( ) .1( ) .1( ) .0( ) 0. 3. 0. 277. 3. 0. 291. 4. 4. 303. .1( ) .5( ) .0( ) 3.4( ) .5( ) .1( ) 2.9( ) 1.0( ) 1.0( ) 3.7( ) 309. 0. 0., 319. A. 4. 329. 347. 355. 5. 2.1( ) .0( ) .1( ) 3.4( ) 1.3(S) .3( ) 3.5(') 3.6( ) 1.9(S) .3( ) 367. 361. 406. 2.6( ) 2.9( ) 2.8( ) 0. 4. 4. 0. 6. 10. 16. 52. 152. 155. 1.0( ) .2( ) .3( ) .0( ) .3( ) .5( ) .6( ) 1.1( ) 31.4(S) 2.6( ) 162. 169. 175. 0. 184. 46. 239. 0. 0. 0. 2.7( ) 2.7( ) 1.3( ) .0( ) 2.1( ) .4( ) 1.5( ) .1( ) .1( ) .0( ) 1 1 ' 9 15 1 ' 9 25, 9 35. 1 ' 9 45. 0. 2. 0. 266. 3. 0. 278. 4. 4. 288. .1( ) .5( ) .0( ) 3.3( ) .5( ) .1( ) 2.8( ) 1.0( ) 1.0( ) 3.6( ) 294. 0. 0. 302. 4. A. 311. 328. 335. 5. 2.1( ) .0( ) .1( ) 3.4( ) 1.2(S) .3( ) 3.4( ) 3.6( ) 1.8(S) .3( ) 347. 341. 387. 2.5( ) 2.8( ) 2.7( ) 0. 3. 4. 0. 6. 9. 15. 50. 145. 148. .0( ) .2( ) .3( ) .0( ) .3( ) .4( ) .6( ) 1.1( ) 30.0(S) 2.5( ) 155. 162. 168. 0. 176. 44. 228. 0. 0. 0. 2.6( ) 2.7( ) 1.3( ) .0( ) 2.0( ) .4( ) 3.4( ) .1( ) .1( ) .0( ) 0. 2. 0. 254. 3. 0. 266. 4. 4. 276. .1( ) .5( ) .0( ) 3.2( ) .5( ) .1( ) 2.8( ) 1.0( ) 1.0( ) 3.5( ) 281. 0. 0. 288. 4. 4. 295. 311. 317. 5. 2.0( ) .0( ) .1( ) 3.3( ) 1.2(S) .3( ) 3.3( ) 3.5( ) 1.7(S) .3( ) 328. 322. 368. 2.5( ) 2.8( ) 2.7( ) 0. 3. 4. 0. 5. 8. 14. 48. 139. 142. .0( ) .2( ) .2( ) .0( ) .3( ) .4( ) .5( ) 1.1( ) 28.7(S) 2.5( ) 148. 155. 160. 0. 169. 41. 218. 0. 0. 0. 2.5( ) 2.6( ) 1.2( ) .0( ) 2.0( ) .4( ) 3.4( ) .1( ) .1( ) .0( ) 0. 2. 0. 244. 3. 0. 255. 4. 4. 264. .1( ) .5( ) .0( ) 3.2( ) .5( ) .1( ) 2.7( ) 1.0( ) 1.0( ) 3.4( ) 269. 0. 0. 275. 4. 4. 281. 295. 301. 4. 2.0( ) .0( ) .1( ) 3.3( ) 1.1(S) .3( ) 3.3( ) 3.4( ) 1.6(S) .3( ) 311. 306. 349. 2.4( ) 2.7( ) 2.7( ) 0. 3. 3. 0. 5. e. 13. 46. 133. 136. .0( ) .2( ) .2( ) .0( ) .3( ) .4( ) .5( ) 1.0( ) 27.5(S) 2.4( ) 142. 149. 154. 0. 162. 40. 209. 0. 0. 0. 2.5( ) 2.6( ) 1.2( ) .0( ) 1.9( ) .3( ) 3.3( ) .1( ) .1( ) .0( ) 0. 2. 0. 234. 3. 0. 245. 3. 4. 254. .1( ) .5( ) .0( ) 3.1( ) .4( ) .1( ) 2.7( ) 1.0( ) 1.0( ) 3.3( ) 258. 0. 0. 264. 3. 4. 269. 282. 287. 4. 1.9( ) .0( ) .1( ) 3.2( ) 1.1(S) .3( ) 3.2( ) 3.3( ) 1.6(S) '.3( ) 296. 292. 332. 2.4() 2.6( ) 2.6( ) 0. 3. 3. 0. 4. 7. 12. 44. 127. 130. .0( ) .2( ) .2( ) .0( ) .3( ) .4( ) .5( ) 1.0( ) 26.3(S) 2.4( ) 136. 142. 147. 0. 155. 38. 200. 0. 0. 0. 2.4( ) 2.5( ) 1.2( ) .0( ) 1.9( ) .3( ) 3.2( ) .1( ) .1( ) .0( ) 9 55 0. 2. 0. 225. 3. 0. 235. 3. 4. 244. .1( ) .4( ) .0( ) 3.0( ) .4( ) .1( ) 2.6( ) 1.0( ) 1.0( ) 3.3( ) 248. 0. 0. 252. 3. 3. 258. 270. 274. 4. 1.9( ) .0( ) .1( ) 3.2( ) 1.0(S) .3( ) 3.1( ) 3.3( ) 1.5(S) .3( ) 283. 279. 317. 2.3( ) 2.6( ) 2.6( ) 0. 2. 3. 0. 4. 6. 11. 42. 122. 124. .0( ) .2( ) .2( ) .0( ) .3( ) .4( ) .5( ) 1.0( ) 25.2(S) 2.3( ) 130. 136. 141. 0. 148. 37. 192. 0. 0. 0. 2.4( ) 2.4( ) 1.2( ) .0( ) 1.8( ) .3( ) 3.2( ) .1( ) .1( ) .0( ) 0. 2. 0. 217. 3. 0. 226. 3. 3. 234. .1( ) .4( ) M ) 3.0( ) .4( ) .1( ) 2.6( ) 1.0( ) 1.0( ) 3.2( ) 238. 0. 0. 242. 3. 3. 247. 258. 263. 4. 1.9( ) .0( ) .1( ) 3.1( ) 1.0(5) .3( ) 3.1( ) 3.2( ) 1.4(5) .3( ) 270. 267. 303. 2.3( ) 2.5( ) 2.6( ) H ' SPRING CREEK HYDROLOGY INCLUDING PORTION OF CAN. IMP. BASIN 300-YR. EKIST. COND., WJIMPROVEMENTS AT BNRR, 8191 - REVISON 3(92 ' ••• PEAK FLOWS, STAGES AND STORAGES OF CUTTERS AND DETENSION DAMS ••• ' CONVEYANCE PEAK STAGE STORAGE TIME ELEMENT (CPS) (FT) (AC -FT) (ER/MIN) 113 5. 1.2 .4 1 5. 117 1. .5 .4 1 25. 116 2. .7 .5 1 10. 1IS 1. .5 .7 2 5. ' 114 113. 2.6 0 40. 112 - 9. 1.2 ..4 1 0. 129 108. 2.4 0 45. 308 83. .6 0 40. ' 306 755. 2.8 0 45. 128 9. 1.0 1 20. 111 61. 3.5 5.2 1 10. ' 309 10. 1.3 2.2 1 25. 307 124. 3.5 28.9 1 45. 127 90. 3.6 0 30. ' 243 314. 2.0 0 40. 316 93. 1.1 0 45. 312 60. .6 0 40. 310 286. 2.0 0 40. 305 135. 2.4 1 10. 109 89. 3.6 0 30. ' 242 317 461, 267. 2.3 4.2 0 40. 0 40. 313 6. 1.3 1.7 1 25. 311 331. 3.5 1 0. ' 110 60. 2.6 0 35. 108 40. 4.2 0 35. 126 73. 2.0 1 5. 240 310. 1.2 0 40. ' 241 532. 2.7 0 45. 320 38. .6 0 40. 318 24. 1.8 13.7 2 20. ' 314 313. 3.4 1 25. 106 188. A.2 0 40. 105 92. 2.8 0 40. 107 22. 2.3 0 40. ' 124 99. 2.3 0 40. 239 879. 3.5 0 50. 323 50. .7 0 40. ' 321 1. 1.0 1.5 2 30. 319 328. 3.5 1 40. 375 57. .6 0 40. ' 104 291. 5.1 0 40. 123 109. 2.2 0 45. 102 94. 2.7 0 40. 238 1006. 3.9 0 50. ' 324 2. 1.0 2.0 2 20. 322 329. 1.8 1 40. 376 10. 2.0 1.4 1 20. 103 30. 2.0 11.1 2 0. 120 181. 2.2 0 45. 237 1103. 4.0 0 55. 325 327. 3.2 1 55. 377 153. 1.8 0 50. 121 30. 3.3 2 0. 119 191. 2.5 0 45. 236 1184. 4.5 1 0. 380 143. .9 0 40. 399 33. .1 1.4 0 50. 378 23. .0 18.1 4 10. 122 30. 3.3 2 5. 118 202. 2.2 0 45. 304 934. .1 67.6 1 45. 382 e. _ 1.3 .6 1 0. 381 58. 1.0 3.4 1 S. 379 - 104. 1.2 0 40. 398 51. 2.2 1 25. 101 237. 2.4 0 50. 235 979. 6.3 1 50. 389 29. 2.0 .6 0 50. 388 51. 2.9 1 0. 162 342. 1.4 0 45. 384 154. 1.2 1 15. 383 213. 1.7 0 45. 232 1129. 6.3 2 0. 390 205. 3.4 1 0. 51 199. .1 6.6 1 10. 225 441. 2.5 0 40. 386 117. 1.0 .1 5. 385 414. 1.8 1 0. 231 1244. 5.9 2 5. 160 154. 5.0 2.2 1 40. 223 172. 2.4 0 40. 224 350. 3.4 0 45. 387 373. 1.7 1 5. 229 36. 1.7 0 40. 230 1263. 3.8 2 5. 50 36. .1 18.9 2 40. 222 437. 3.6 0 50. 227 623. 1.8 1 10. 228 1279. 4.3 2 15. 261 20. 2.0 6.2 8 55. 220 286. 2.3 0 40. 221 645. 3.9 0 50. 226 1821. 6.0 1 15. 215 148. 1.2 1 0. 219 2250. 6.0 1 25. 214 145. 1.4 1 5. 217 332. 2.6 0 40. 218 104. 2.7 0 50. 303 1525. .1 107.0 2 55. 200 146. 4.0 1 5. 216 1546. 6.0 2 55. 213 1587. 7.2 2 50. 211 347. .4 0 40. 212 1596. 4.7 2 50. 208 22. .1 5.1 1 35. 210 341. 2.6 0 45. 209 1604. 4.9 2 50. 207 21. .7 1 40. 206 1856. 6.6 1 0. 205 2030.; 6.9 1 0. 302 1778. .1 32.8 1 55. 202 1832. 5.2 1 35. _ 203 185. 1.4 1 15. 301 1832. 5.4 1 40. 201 2D43. 4.4 1 40. 300 2043. (DIRECT FLOG) 1 40. ENDPROGRAM PROGRAM CALLED 1 1 1 1 ^^^^^x^^rt^n^^n^^^##xx#xrt##n n nrtx#rtx.....xnn^ ^ HEC-2 WATER SURFACE PROFILES ' x ry n Version 4.6.0; February 1991 ^ w ^ RUN DATE 07APR95 TIME 14:29:06 ^ ' nn#nnnnrvfrfrhnnrv#e xry x%xnrtrvrvxrvxxfiM1xfr ####w####M1M1 1 ' x x xxixxxx xxxxx x x x x x x x x x ' xxxxxxx xxxx x x x x x x x x x x ' x x xxxxxxx xxxxx 1 1 1 1 1 1 1 ^ U.S. ARMY CORPS OF ENGINEERS ^ HYDROLOGIC ENGINEERING CENTER ^ 609 SECOND STREET, SUITE D ^ DAVIS, CALIFORNIA 95616-4687 ^ (916) 756-1104 h hhryryryh%M1M1fi#####M1M1 fi##fi%#h%hh%hhhfrh## n ��o 4nnios Paee 1 07APR95 14:29:06 w nxnnnnnnnnnnnnnhnnxxxnhnnrtnxnrtnnrtnnh HEC-2 WATER SURFACE PROFILES Version 4.6.0; February 1991 M1 nfi hhnrthxrthhnhhh hh hhhhnhxhhhhnhhnnnhh T1 SPRING CREEK FLOOD PROFILE, REV. HYDROL 6-15-93, REV. 8-2-94, 10/12/94 T2 FULLY DEVELOPED CONDITIONS AYRES ASSOCIATES, FILE: FD.DAT 4/7195 T3 100-YR NATURAL RUN Lemay to Spring Creek Park This run is for Spring Creek at fully developed discharge from 9290 to 14890 Starting WSE is critical Depth 1 PAGE ' THIS RUN EXECUTED 07APR95 14:29:06 31 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 2 0 0 -1 0 0 0.0 4946.0 0.0 32 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 0.0 -1.0 0.0 0.0 0.0 0 0.0 0.0 0 33 VARIABLE CODES FOR SUMMARY PRINTOUT 150.0 200 NC 0.035 0.035 0.035 0.3 0.5 QT 4 500 500 500 500 X1 9290 12 650 666 45.0 45.0 45.0 GR 4948 0 4946 115 4944 495 4944 630 4940 GR 4938 650 4936.3 655 4936.3 655 4938 666 4942 GR 4944 695 4948 730 NC 0.045 0.045 0.035 0.3 0.5 ET 7.1 1235 1355 PRIVATE DRIVE CULVERT, DOWNSTREAM FACE X1 9435 14 1326 1355 135 160 145 GR 4948. 670. 4946. 750. 4946. 910. 4946 1120 4944 GR 4942 1326 4940 1333 4937 1336 4937 1338 4937 GR 4940 1341 4942 1355 4946 1395 4950 1438 ET 7.1 1250 1385 PRIVATE DRIVE CULVERT, UPSTREAM FACE X1 9462 0.0 0.0 OlO 27 27 27 BT 9 1215 4944 4944 1326 4944 4942 1333 4944 BT 1335 4944 4940.5 1338 4944 4942 1340 4944 4940.5 BT 4944 4940 1355 4945 4942 1395 4946 4945 1 1 1 1 1 1 640 675 1 1215 140340 t 4 1341 ' 1 Paee 2 ' 07APR95 14:29:06 1 ET 7.1 X1 9783 9 415 462 340 ' GR 4950 0 4948 170 4946 GR 4940 450 4940 460 4942 ' ET 7.1 XS 10128 9 165 200 230 GR 4950 0 4948 85 4948 ' GR 4943.5 189 4946 200 4948 ET 7.1 X1 10375 8 185 270 245 ' GR 4952 0 4950 130 4948 GR 4948 270 4952 310 4954 ' NC 0.055 0.045 0.03 0.1 0.3 ET 7.1 X1 10882 10 340 365 290 GR 4954 0 4952 315 4950 ' GR 4948 365 4950 490 4954 ET7.1 ' X1 10968 7 1285285 1305 300 GR 4954 1062 4953.3 1235.4 4948.4 GR 4952.3 1430 4954 1490 ' ET 7.1 X1 11200 9 400 433 190 GR 4956 90 4954 250 4952 ' GR 4948 425 4952 433 4954 NC 0.045 0.04 0.035 0.1 0.3 ET 7.1 X1 11471 15 390 410 240 GR 4964 0 4960 60 4958 GR 4952 363 4950 390 4949.3 ' GR 4952 465 4952 495 4954 NC ET 0.045 0.04 0.035 7.1 0.1 0.3 xi 11681 15 289 329 190 GR 4958 0 4955 19 4955 ' GR 4952 289 4951 303 4950.4 GR 4953 365 4954 375 4956 ET ' X1 11829 17 304 304 330 111 GR 4958 0 4955 26 4955 GR 4953 286 4954 296 4954.8 ' GR 4952 313 4950.8 316 4950.8 GR 4958 420 4959 429 0 ate 4/10/95 PAGE 2 270 462 300 321 210 4944 270 4942 415 462 4950 490 115 215 310 345 105 4946 165 4943.5 181 220 4950 265 185 270 220 247 185 4946 230 4946 245 325 330 470 380 507 340 4947.1 348 4947.1 362 575 4956 595 4958 615 1257 1393 60 86 1285 4948.3 1295 4948.3 1305 350 432 160 232 320 4950 400 4948 413 452 4958 472 340 514 210 271 138 4956 250 4954 335 395 4949.3 408 4950 410 520 4956 527 4962 565 193 375 100 210 40 4954 191 4953 212 305 4950.4 322 4952 329 390 4957 401 4950 433 122 329 171 148 100 4954 150 4953 170 300 4954.8 304 4953 308 326 4954.8 330 4956 408 Paee 3 1 07APR95 14:29:06 PAGE 3 ' ' ET 7.1 100 301 X1 11951 11.0 142 297 112 139 122 OR 4957 76 4954 96 4953 142 4953 262 4952 279 ' GR 4951.5 283- 4951.5 292 4953 297 4955 301 4957 323 GR 4960 375 NC .05 .055 .075 .1 .3 ' ET 7.1 85 210 X1 12318 16 167 180.1 335 310 367 OR 4960 0 4959 45 4958 75 4957 123 4956 154 ' OR 4955 160 4954 163 4953.5 167 4952 167.1 4952 180 OR 4953.5 180.1 4954 181 4958 192 4959 201 4960 219 OR 4961 320 ' NC .035 .035 .075 ET XI 12430 15 7.1 179 203 112 112 110 112 250 ' GR 4960.4 0 4960 45 4959 83 4955.5 105 4955.5 160 GR 4958 169 4958 175 4957 179 4952.3 186 4952.3 200 GR 4955 203 4958 229 4959 250 4960 260 4962 271 ' ET 10.4 X1 12475 15 160.5 181.5 52 42 45 X4 3 4960 77 4961 15 4962 5 ' GR 4962 4 4959.7 100 4956 112.6 4956 145 4959 152 GR 4959 153.5 4956 160.5 4952.4 164 4952.4 176 4956 181.5 GR 4957 191 4958 208 4959 226 4960 248 4962 261 X1 12518 13 168 196 36 46 43 X4 2 4961 26 4962 18 GR 4962 17 4960.3 100 4956.33 112.5 4956.38 154 4959.5 161.5 ' OR 4959 163 4957 168 4952.5 175 4952.5 188 4958 195 OR 4959 220 4960 239 4963 249 ' X1 12558 14 190 210 25 50 40 X4 2 4961 68 4952 28 OR 4962 27 4960.5 100 4960 107 4956.5 124 4956.72 173 ' GR 4959.8 182.5 4959 185 4957 190 4952.6 195 4952.63 204 GR 4957 210 4960 225 4961 241 4962 264 NC .035 .035 .04 .3 .5 , X1 12612 17 60.5 120 54 54 54 GR 4952 0 4961 4 4960 13 4959 20 4958 39 GR 4957.6 44 4957 51 4956 56 4955 60.5 4954.82 79 ' GR 4952.8 79.1 4952.82 98 4954.82 98.1 4955 109 4956 120 GR 4952 144 4963 151 - , STOVER STREET BRIDGE, DOWNSTREAM FACE X1 12691 9 0 52.1 79 79 79 X3 10 4963.8 4963.8 GR 4963.8 0 4955 .1 4954.8 10 4954.55 23 4953.05 23.1 ' OR 4953.0 38 4955.05 38.1 4955.32 52 4963.8 52.1 Dace 4/10/95 Paee 4 1 ' 07APR95 14:29:06 SB .9 1.6 2.6 52 STOVER STREET BRIDGE, UPSTREAM FACE ' X1 12754 9 0 52.1 63 X2 0 0 1 4961.7 4963.8 X3 10 ' BT 6 0 4964.4 0 64 BT 175 4964 0 228 4964.1 GR 4963 0 4955 .1 4954.8 ' GR 4953.0 38 4955.05 38.1 4955.32 NC .06 .06 .045 .1 .3 X1 12115 15 29 89 61 ' GR 4965 0 4964 6 4958 GR 4956.4 43 4956 45 4955.42 GR 4955.4 73.1 4956 89 4959 ' X1 12867 14 24 92 52 GR 4965 0 4963 6 4962 GR 4959.1 34.5 4955.58 50 4953.58 GR 4956 92 4963 111 4964 X1 12882 14 31 110 15 GR 4956 0 4965 7.5 4964 GR 4959.6 41 4959.21 58 4957.21 GR 4960 110 4963 119 4964 ' X1 13045 15 25 100 163 GR 4966 0 4966 15 4963 ' GR GR 4962 4957.7 39 72 4961 4959.7 43 72.1 4910 4960 X1 13215 17 43 110 171 ' GR 4968 4967 18 4964 GR 4962 48 4961 50.5 4960.22 GR 4960.2 78.1 4961 110 4962 ' GR 4967 150 4967.5 162 NC .06 .06 .045 .3 .5 X1 13305 15 77 132 97 GR 4972 0 4971 6 4957 GR 4963 56.5 4952.17 62 4962.05 GR 4958.4 98.1 4958.49 114 4960.49 ' ET 7.1 STUART STREET BRIDGE, DOWNSTREAM FACE X1 13355 9 0 59.1 58 X3 10 0 0 0 0 GR 4969 0 4960.41 .1 4960.16 GR 4958.6 53.5 4960.62 53.6 4960.72 1 Date 4/10195 PAGE 4 .01 376 0 4954.60 4954.40 63 63 0 4963.8 4963.8 4964 0 118 4963.8 0 0 294 4954.4 0 10 4954.8 23 4953.05 23.1 52 4963 52.1 61 61 25 4957 29 4956.75 32 58 4953.42 58.1 4953.42 73 89.1 4962 98 4954 99 52 52 30 4960 20 4959.25 24 50.1 4953.58 79 4955.58 79.1 160 4965 183 15 15 10.5 4953 14.5 4959.77 31 58.1 4957.21 86 4959.21 86.1 160 4965 183 153 163 25 4962.5 27 4962.3 37 46.5 4959.7 57 4957.7 57.1 87 4961 100 4966 121 175 170 30 4963.29 33 4963.09 43 63 4958.22 63.1 4958.22 78 114 4963 118 4966 130 68 90 23 4966.04 32.5 4965.68 44 72.5 4961 77 4960.49 98 114.1 4961 132 4968 168 .1 59 47 50 0 0 4968 4958 12 4960.16 35.5 4958.64 35.6 59 4968 59.1 Paee 5 07APR95 14:29:06 SB 1.05 1.5 2.6 0 50 ET 7.1 STUART STREET BRIDGE, UPSTREAM FACE X1 13427 9 0 59.1 67 X2 0 0 1 4967 4968 X3 10 0 0 0 0 BT 6 0 4969.6 0 82 BT 189 4969 0 220 4968 GR 4969.4 0 4960.62 .1 4960.42 GR 4958.8 54 4960.83 54.1 4962 NC .04 .04 .035 .1 .3 ET 7.1 X1 13437 10 0 60 10 GR 4969.4 0 4961 .1 4960.57 GR 4959.8 31.1 4959.88 53 4961.88 ET 7.1 X1 13548 17 317.5 388 118 X4 3 4970 85 4970.2 50 GR 4970.2 49 4968 247 4967 GR 4964.6 317.5 4964.34 327.5 4964 GR- 4960.3 348.1 4960.33 371 4962.33 GR 4969 473 4970 483 ET 7.1 X1 13569 17 329.5 392 22 X4 3 4970 80 4970.3 55 GR 4970.3 54 4968 225 4967 GR 4965.1 339.5 4965 341 4954.72 GR 4964.7 386.1 4965 392 4966 GR 4969 473 4970 483 ET 7.1 X1 13755 20 443 532 175 X4 4 4969.7 230 4970 202 GR 4970.6 174 4968.5 345 4968 GR 4968.0 443 4967.77 454 4967 GR 4963.5 504.1 4963.57 519 4965.57 GR 4969 545 4969 603 4969.4 ET 7.1 X1 13903 24 368.5 494 150 X4 4 4972 170 4971 159 GR 4971.2 69 4972 300 4970 GR 4969 395 4968 399 4967 GR 4964.2 482 4956 490 4967 GR 4968.5 555 4968 555.1 4968.5 GR 4969 607.5 4970 628 4971 Date 4/10/95 PAGE 5 , ' 1.5 343 0 4960.00 4959.80 .1 59 67 72 0 0 0 4968 4968 4969.2 0 157 4969.1 0 ' 0 265 4969 10 4960.37 32 4958.85 32.1 59 4969.3 59.1 ' 1 59 10 10 ' 10 4961.72 10.1 4961.38 31 53.1 4962 59 4969.3 60 ' 318 398 105 111 4969 220 ' 252 4966 285 4955 310 332 4963 341 4952.33 348 371.1 4963 388 4968 408 ' 321 406 26 21 ' 4969 195 260 4956 293 4965.28 329.5 357 4952.72 357.1 4962.72 385 t 403 4967 409 4968 413 440 540 ' 190 186 4970.5 175 4969 295 391 4967.5 430 4958 430.1 ' 457.5 4966 481.5 4965.57 504 519.1 4966 532 4968 536.5 635 4970 665 4971 687 374 554 14 4970.8 1 11010 4971.2 70 ' 313.5 4969.3 368.5 4969.1 379.5 425 4966 460 4964.25 467 494 4967 532 4958 538 t 593 4968.4 601 4968.9 601.1 685 4971.5 720 1 1 Paee 6 ' 07APR95 14.29:06 ET 7.1 14050 18 394 475.5 135 'X1 X4 6 4972 285 4972 160 X4 55 4971 300 GR 4971.2 54 4970 337 4969 ' GR 4968.9 409 4968.7 420 4968 GR 4964.9 457 4964.91 472 4966 GR 4970.6 562 4971 672 4971.4 ' NC 0.055 0.045 0.035 0.1 0.3 ET 7.1 X1 14342 11 218 263 300 ' GR 4976 0 4974 80 4972 GR 4967.3 232 4968 235 4970 GR 4974.5 440 NC 0.055 0.045 0.035 0.1 0.3 ET 10.4 X1 14706 14 304 355 360 ' GR 4980 110 4978 175 4978 GR 4970 335 4968.3 336 4958.3 ' GR 4976 363 4978 425 4978 X1 14890 12 145 180 180 GR 4982 45 4980 85 4978 GR 4968.9 156 4968.9 159 4970 GR 4978 205 4980 470 1 1 Date 4/10/95 PAGE 6 385 490 170 147 4971 147 4970.9 97 4971.2 366 4969 377.5 4969 394 425 4967 450 4966 453 475.5 4969 488 4970 522 752 173 344 180 292 170 4970 218 4967.3 222 263 4970 340 4972 345 380 364 220 4976 275 4974 304 347 4970 348 4974 355 670 4980 770 185 184 122 4974 145 4970 155 170 4974 180 4976 190 Paee 7 07APR95 14: 29:06 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-HANK ELEV Q QLOB QCH OROS ALOB ACH ARCH VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOH. XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 1 CCHV= .300 CEHV= .500 ^SECNO 9290.000 3720 CRITICAL DEPTH ASSUMED 9290,000 3,48 4939.78 4939.78 4946.00 4940.94 500.0 31.7 454.6 13.6 7.9 50.6 .00 4.01 8.99 3.82 .035 .035 .010683 45. 45. 45. 0 17 CCHV= .300 CEHV= .500 ^SECNO 9435,000 7105 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED PRIVATE DRIVE CULVERT, DOWNSTREAM FACE 9435.000 5.29 4942.29 4942.29 .00 4943.24 500.0 2.5 497.0 ,5 2.3 63.4 .01 1,09 7.84 1.08 .045 .035 .014155 135, 145. 160. 4 14 ^SECNO 9462,000 3301 RV CHANGED MORE THAN HVINS 1.16 .00 .00 4938.00 3.6 .0 .0 4938.00 .035 .000, 4936.30 641.10 0 .00 28.90 670.00 .95 1.77 .06 4942.00 .4 .2 .1 4942.00 .045 .000 4937.00 1309.88 0 .00 48.03 1357.91 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD= 4944.00 MAX ELLC- 4942.00 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED PRIVATE DRIVE CULVERT, UPSTREAM FACE 9462.000 7.66 4944.66 4944.66 .00 4944.97 500.0 295.2 204.8 .0 83.2 36.9 .01 3.55 5.55 .00 .045 .035 .022170 27. 27. 27. 20 13 -SECNO 9783.000 .31 .47 .19 4942.00 .0 .3 .2 4942.00 000 .000 4937.00 1183.78 0-241.48 197.79 1381.57 PAGE 7 ' 1 1 1 1 Paea R ' 07APR95 14:29:06 PAGE 8 ' SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-HANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R-HANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 12.64 ' 9783.000 5.20 4945.20 .00 1.00 4945.21 .02 .16 .09 4942.00 500.0 215.4 275.4 9.3 340.0 207.2 17.9 2.9 1.9 4942.00 .10 .63 1.33 .52 .045 .035 .045 .000 4940.00 234.10 ' .001139 340, 321, 300, 4 0 0 .00 239,01 473,19 ^SECNO 10128.000 1 3301 HV CHANGED MORE THAN HVINS ' 3585 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED ' 10128.000 2,86 4946.36 4916,16 .10 1947,23 .86 .15 .41 4946,00 500.0 2.4 496.8 .8 2.0 66.5 .7 4.9 2.8 4945.00 .11 1.23 7.47 1.22 .045 .035 .045 .000 4943.50 154.09 .013404 230. 345. 310. 20 11 0 .00 49.55 203.64 "SECNO 10375.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.17 10375.000 2.58 4948.58 .00 .00 4948.75 .17 1.32 .21 4948.00 ' 500.0 3.7 495.0 1.3 4.7 149.8 1.7 5.6 3.2 4948.00 .13 .78 3.30 .78 .045 .035 .045 .000 4946.00 168.87 .002848 245. 247. 220. 3 0 0 .00 106.99 275.86 - ' CCHV= .100 CEHV= .300 ^SECNO 10882.000 ' 10882.000 2.86 4949.96 .00 .00 4950.19 .22 1.42 .02 4950.00 500.0 .0 281.3 218.7 .0 58.6 120.5 7.3 4.5 4948.00 .17 .00 4.80 1.81 .000 .030 .045 .000 4947.10 340.10 .003094 290. 507. 380. 4 0 0 .00 147.64 487.74 1 1 Oat, 4110/95 Peee 9 07APR95 14:29:06 PAGE 9 , SECNO DEPTH CWSEL CRIWS WSELK EG EV HL OLOSS L-BANK ELEV , Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ' -SECNO 10958.000 7185 MINIMUM SPECIFIC ENERGY ' 3720 CRITICAL DEPTH ASSUMED 10968.000 1.86 4950.16 4950.16 .00 4950.75 .59 .40 .11 4946.40 500.0 40.3 282.9 176.8 15.7 36.8 54.2 7.6 4.6 4948.30 , .17 2.56 7.69 3.26 .055 .030 .045 .000 4948.30 1267.15 .010714 100. 86. 60. 2 14 0 .00 96.08 1363.23 ^SECNO 11200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.90 ' 11200.000 3.50 4951.50 .00 .00 4951.87 .37 1.09 .02 4950.00 500.0 54.6 445.4 .0 45.0 86.8 .0 8.1 5.1 4952.00 ' .18 1.21 5.13 .00 .055 .030 .000 .000 4948.00 340.00 .002959 190. 232. 160. 3 0 0 .00 92.00 432.00 CCHV= .100 CEHV= .300 -SECNO 11471.000 11471.000 3.09 4952.39 .00 .00 4952.55 .16 .66 .02 4950.00 500.0 73.8 246.7 179.5 38.5 59.3 88.7 9.0 5.7 4950.00 .21 1.92 4.16 2.02 .045 .035 .040 .000 4949.30 357.60 .002283 240. 271. 210. 3 0 0 .00 142.22 499.82 CCHV= .100 CEHV= .300 ^SECNO 11581.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .58 11681.000 2.50 4952.90 .00 .00 4953.29 .39 .67 .07 4952:00 500.0 49.5 424.4 26.0 31.2 78.4 14.6 9.6 6.2 4952.00 .22 1.59 5.41 1.78 .045 .035 .040 .000 4950.40 219.67 .006691 190, 210. 100. 2 0 0 .00 141.74 361.41 ' -SECNO 11829,000 ' 3265 DIVIDED FLOW ' 11829.000 3.09 4953.89 .00 .00 4954.12 .23 .81 .02 4954.80 500.0 246.4 253.6 .0 115.5 51.0 .0 10.1 6.6 4954.80 .23 2.13 4.97 .00 .045 .035 .000 .000 4950.80 152.15 .005254 111. 148. 171, 2 0 0 .00 165.85 329.09 t 1 ❑ar.o 4/10/95 Page 10 1 ' 07APR95 14:29:06 ' SECNO DEPTH CWSEL CRIWS WSELK EG RV EL Q QLOB QCH QROB ALOB ACH ARDS VOL TIME VLOB VCH VROB XNL XNCH XNR WTN ' SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR ' ^SECNO 11951.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.11 OLOSS L-HARK ELEV TWA R-HANK ELEV ELMIN SSTA TOPWID ENDST 11951.000 2.84 4954.34 .00 .00 4954.40 .05 .26 .02 4953.00 500.0 38.7 459.7 1.6 38.8 237.6 1.8 10.7 7.1 4953.00 .25 1.00 1.93 .90 .045 .035 .040 .000 4951.50 93.77 ' .001178 112. 122. 139. 2 0 0 .00 205.90 299.57 'CCHV= .100 CEHV= .300 ^SECNO 12318.000 ' 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL '3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 12318.000 3.47 4955.47 4955.47 .00 4956.57 1.09 1.27 .31 4953.50 500.0 82.8 391.6 25.6 10.5 45.3 4.5 12.1 8.1 4953.50 .26 7.92 8.64 5.65 .050 .075 .055 .000 4952.00 157.17 . 047073 335. 367. 310. 20 11 0 .00 27.87 185.05 ' ^SECNO 12430.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 4.98 12430.000 4.88 4957.18 .00 .00 4957.26 .08 .59 .10 4957.00 500.0 262.8 197.3 39.9 106.0 96.5 20.5 12.4 8.3 4955.00 .27 2.48 2.04 1.95 .035 .075 .035 .000 4952.30 94.47 001898 112 112 112. 5 0 0 .00 115.10 221.85 *SECNO 12475,000 PAGE 10 n)t.c 4/10/95 Paee 11 07APR95 14:29:05 SECNO DEPTH CWSEL CRIWS WHELK EG HV HL OLOSS L-HANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .56 12475.000 4.84 4957.24 .00 .00 4957.44 .20 .15 .04 4956.00 500.0 168.4 312.2 19.4 46.4 85.5 7.5 12.6 8.4 4956.00 .28 3.63 3.65 2.58 .035 .075 .035 .000 4952.40 108.38 .006110 52. 45. 42. 3 0 0 .00 77.01 195.09 -SECNO 12518.000 3265 DIVIDED FLOW 12518.000 5.01 4957.51 .00 .00 4957.67 .16 .23 .00 4957.00 500.0 169.4 330.6 .0 52.1 102.8 .0 12.8 8.5 4958.00 .28 3.25 3.22 .00 .035 .075 .000 .000 4952.50 108.77 .005140 36. 43. 46. 2 0 0 .00 76.52 195.29 -SECNO 12558.000 3265 DIVIDED FLOW 12558.000 5.08 4957.69 .00 .00 4957.89 .21 .21 .01 4957.00 500.0 209.8 288.1 2.0 58.1 77.3 1.2 12.9 8.5 4957.00 .28 3.61 3.73 1.73 .035 .075 .035 .000 4952.60 118.24 .007071 25. 40. 50. 2 0 0 .00 82.87 213.43 CCHV= .300 CEHV= .500 -SECNO 12612.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3.31 12612.000 5.15 4957.95 .00 .00 4958.02 .07 .08 .04 4955.00 500.0 35.2 456.8 7.9 23.7 214.5 7.6 13.1 8.6 4956.00 .29 1.49 2.13 1.04 .035 .040 .035 .000 4952.80 39.59 .000647 54. 54. 54. 2 0 0 .00 88.23 127.81 n�r.a 4nnig5 ' 07APR95 14:29:06 PAGE 12 ' SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH ARCH VOL TWA R-BANK ELEV ' TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ' ^SECNO 12591.000 3495 OVERBANK AREA ASSUMED NON -EFFECTIVE, ELLEA= 4963.80 ELREA= 4963.80 ' STOVER STREET BRIDGE, DOWNSTREAM FACE 12691.000 5.00 4958.00 .00 .00 4958.11 .11 .07 .02 4963.80 ' 100.0 .0 500.0 .0 .0 188.0 .0 13.5 8.7 4963,80 .30 .00 2.66 .00 .000 .040 .000 .000 4953.00 .07 .001142 79. 79. 79. 2 0 0 .00 51.97 52.03 SPECIAL BRIDGE tSH XK XKOR COFQ ROLEN BWC BWP BAREA SS ELCHU ELCHD .90 1.60 2.60 .00 52.00 .01 376.00 .00 4954.60 4954.40 ' *SECNO 12754,000 CLASS A LOW FLOW ' 3420 BRIDGE W.S.= 4958.10 BRIDGE VELOCITY= 2.67 CALCULATED CHANNEL AREA= 182. EGPRS EGLWC H3 QWEIR QLOW HAREA TRAPEZOID ELLC ELTRD WEIRLN ' AREA .00 4958.11 .00 0. 500. 376. 369. 4967.70 4963.80 0. 3495 OVERBANK AREA ASSUMED NON -EFFECTIVE, ELLEA= 4963.80 ELLEA= 4963.80 ' STOVER STREET BRIDGE, UPSTREAM FACE 12754.000 5.00 4958.00 .00 .00 4958.11 .11 .00 .00 4963.00 500.0 .0 500.0 .0 .0 186.3 .0 13.8 8.8 4963.00 ' .30 .00 2.68 .00 .000 .040 .000 .000 4953.00 .06 . 001182 63. 63. 63. 0 0 0 .00 51.97 52.03 ' CCHV= .100 CEBV= .300 -SECNO 12815.000 ' 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .69 12815.000 4.66 4958.08 .00 .00 4958.22 .15 .10 .01 4957.00 ' 100.0 1.9 498.1 .0 2.3 162.1 .1 14.0 8.9 4956,00 .31 .83 3.07 .01 .060 .045 .060 .000 4953.42 24.78 .002503 61. 61. 61. 0 0 0 .00 64.29 89.07 1 Oita 4n0/95 Pa.. 13 1 C 7APR95 14; 29:06 PAGE 13 ' SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV ' Q OLDS QCH QROB ALOE ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ' ^SECNO 12867.000 12867.000 4.63 4958.21 .00 .00 4958.32 .11 .10 .00 4959.25 , 500.0 .0 493.5 5.5 .0 180.9 6.6 14.2 9.0 4956.00 .32 .00 2.73 .98 .000 .045 .060 .000 4953.58 38.43 .001487 52. 52. 52. 2 0 0 .00 59.57 97.99 ' *SECNO 12882.000 ' 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 12882,000 2.52 4959.73 4959.73 .00 4960.33 .59 .06 .14 4959.77 ' 500.0 .0 500.0 .0 .0 81.0 .0 14.3 9.0 4960.00 6.17 .045 .000 .000 4957.21 33.10 .32 030213 .00 15, 15. .00 15. .000 20 11 0 .00 68.87 101.96 ' ^SECNO 13045.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.47 13045.000 4.08 4961.78 .00 .00 4962.00 .22 1.63 .04 4963.00 , 500.0 .0 498.8 1.2 .0 132.5 1.3 14.7 9.2 4961.00 .33 .00 3.76 .91 .000 .045 .060 .000 4957.70 39.89 .004940 163. 163. 163. 5 0 0 .00 63.37 103.26 ' •SECNO 13215.000 13215.000 4.30 4962.52 .00 .00 4962.68 .16 .68 .01 4963.09 ' 500.0 .0 494.0 6.0 .0 152.9 4.6 15.3 9.5 4961.00 3.23 1.31 4958.22 45.62 .34 .003276 .00 171. 170. 175. .000 4 .045 0 .060 0 .000 .00 70.45 116.07 ' CCHV= ,300 CEHV= .500 ' ^SECNO 13305.000 13305.000 4.40 4962.80 .00 .00 4962.95 .15 .26 .00 4961.00 500.0 16.4 473.9 9.8 14.3 149.8 6.3 15.6 9.7 4961.00 .35 1.15 3.16 1.17 .060 .045 .060 .000 4958.40 57.83 , .002645 97, 90. 88. 2 0 0 .00 83.42 141.25 n'l- L/10/q5 P.- 14 ' 07APR95 14:29:O6 PAGE 14 ' SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-HANK ELEV Q QLOB QCH QROB ALOE ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL KNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ' ^SECNO 13355.000 3495 OVERBANK AREA ASSUMED NON -EFFECTIVE, ELLEA= 4968.00 ELREA= 4968.00 ' STUART STREET BRIDGE, DOWNSTREAM FACE 13355.000 4.35 4962.95 .00 .00 4963.06 .11 .10 .01 4969.00 500.0 .0 500.0 .0 .0 187.9 .0 15.8 9.7 4968.00 .36 .00 2.66 .00 .000 .045 .000 .000 4958.60 .07 .J01642 58. 50. 47. 0 0 0 .00 58.96 59.03 SPECIAL BRIDGE ' SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD 1.05 1.60 2.60 .00 50.00 1.50 343.00 .00 4960.00 4959.80 ' ^SECNO 13427.000 CLASS A LOW FLOW ' 3420 BRIDGE W.S.= 4963.04 BRIDGE VELOCITY= 3.28 CALCULATED CHANNEL AREA= 147. EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN ' AREA .00 4963.08 .01 0. 500. 343. 340. 4967.00 4968.00 0. 3495 OVERBANK AREA ASSUMED NON -EFFECTIVE, ELLEA= 4968.00 ELREA= 4968.00 ' STUART STREET BRIDGE, UPSTREAM FACE 13427.000 4.16 4962.96 .00 .00 4963.08 .12 .02 .00 4969.40 500.0 .0 500.0 .0 .0 179.2 .0 16.1 9.8 4969.30 .36 .00 2.79 .00 .000 .045 .000 .000 4958.80 .07 . 001873 67. 72. 67. 0 0 0 .00 58.94 59.01 'CCHV= .100 CEHV= .300 •SECNO 13437.000 ' 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .67 13437.000 3.08 4962.88 .00 .00 4963.15 .26 .03 .04 4969.40 ' 500.0 .0 500.0 .0 .0 121.6 .0 16.2 9.9 49159,10 .36 .00 4.11 .00 .000 .035 .000 .000 4959.80 .08 .OD4164 10. 10. 10. 2 0 0 .00 59.04 59.12 Der.. 4/10/95 Paee 15 O'APR95 14 :29:06 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-HANK ELEV Q QLOB QCH OROB ALOE ACH ARON VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST -SECNO 13548.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .67 13548,000 3.08 4963.38 .00 .00 4963.88 .49 .66 .07 4964.60 500.0 .0 499.6 .3 .0 88.7 .3 16.4 10.0 4963.00 .37 .00 5.63 1.17 .000 .035 .040 .000 4960.30 337.52 .009168 118. 111. 105. 2 0 _.. 0 .00 52.03 389.55 -SECNO 13569.000 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 13569.000 2.38 4965.10 4965.10 50C.0 .0 500.0 .0 .37 .00 6.69 .05 .017154 22. 21. 26. .00 4965.80 .70 .26 .06 4955.28 .0 74.7 .1 16.5 10.0 4965.00 000 .035 .040 .000 4962.72 339.23 20 15 0 .00 53.93 393.15 -SECNO 13755.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.82 13755.000 3.70 4967.20 .00 .00 4957.45 .26 1.61 .04 4968.00 500.0 .0 497.1 2.9 .0 122.0 1.6 16.9 10.3 4966.00 .38 .00 4.08 1.79 .000 .035 .040 - .000 4963.50 456.60 .005195 175. 186. 190. 3 0 0 .00 78.09 534.69 *SECNO 13903.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.52 13903.000 3.63 4967.83 .00 .00 4967.95 .12 .48 .01 4969.30 500.0 .0 448.7 51.3 .0 155.9 33.7 17.4 10.7 4967.00 .40 .00 2.88 1.52 .000 .035 .040 .000 4964.20 403.37 .002250 150. 148. 145, 3 0 0 .00 133.63 536.99 -SECNO 14050,000 n,no 411nias 1 PAGE 15 , 1 1 1 Paae 16 ' 07APR95 14:29:06 PAGE 16 ' SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R-HANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .58 14050.000 3.28 4968.18 .00 .00 4968.57 .39 .54 .08 4969.00 ' 500.0 .0 468.3 31.7 .0 92.0 9.9 17.9 11.0 4966.00 .41 .00 5.09 3.18 .000 .035 .040 .000 4964.90 423.68 ' 005711 135, 117, 171, 2 0 0 .00 10,93 484,60 CCHV= .100 CEHV= .300 ' ^SECNO 14342.000 14342. 000 3.00 4970.30 4970.28 .00 4970.79 .49 2.18 .03 4970,00 500.0 .8 467.6 31.6 1.1 80.8 23.0 18.6 11.5 4970.00 .42 .71 5.79 1.37 .055 .035 .045 .000 4967.30 210.86 ' .008750 300. 292. 180. 5 15 0 .00 129.88 340.74 ' CCHV= .100 CEHV= .300 ^SECNO 14706.000 14706.000 4.51 4972.81 .00 .00 4973.25 .43 2.46 .01 4974.00 500.0 .0 500.0 .0 .0 94.6 .0 19.4 12.3 4974.00 ' .44 .00 5.29 .00 .000 ,035 .000 .000 4968.30 313.19 .005350 360. 364. 380. 2 0 0 .00 39.73 352.92 ' ^SECNO 14890.000 14890.000 4.73 4973,63 .00 .00 4974.00 .37 .74 .01 4974.00 ' 500.0 .0 500.0 .0 .0 103.1 .0 19.8 12.4 4974.00 .45 .00 4.85 .00 .000 .035 .000 .000 4968.90 145.90 .003160 180. 184. 185. 2 0 0 .00 33.19 179.10 1 1 Dace 4110/95 Paee 17 1 07APR95 14: 29:06 PAGE 17 ' T1 SPRING CREEK FLOOD PROFILE, REV. HYDROL 6-15-93, REV. B-2-94, 10/12/94 ' T2 FULLY DEVELOPED CONDITIONS AYRES ASSOCIATES, FILE: FD.DAT 4/7/95 T3 100-YR FLOODWAY - Lemay to Spring Creak Park METRIC HVINS Q WSEL FQ ' S1 ICHECK INQ NINV IDIR STRT 0.0 3 0.0 0.0 -1. 0.0 0.0 0.0 4946.0 , 72 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 15 0.0 -1.0 0. 0. 0. 0 0. 0. 0 , 1 n �.e 4nnioq Paae ]B 07APR95 14: 29:06 ' SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH ARCH ' TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT ' 'PROF 2 ' CCHV= .300 CEHV= .500 ^SECNO 9290,000 ' 3720 CRITICAL DEPTH ASSUMED 9290.000 3.48 4939.78 4939.78 4946.00 4940.94 1.15 500.0 31.7 454.6 13.6 7.9 50.6 3.6 .DO 4.01 8.99 3.82 .035 .035 .035 ' .010683 45. 45. 45. 0 17 0 ' CCHV= .300 CEHV= .500 -SECNO 9435.000 7185 MINIMUM SPECIFIC ENERGY ' 3120 CRITICAL DEPTH ASSUMED EL GLOSS L-BANK ELEV VOL TWA R-BANK ELEV WIN ELMIN SSTA CORAR TOPWID FROST .00 .00 4938.00 .0 .0 4938.00 000 4936.30 641.10 .00 28.90 670.00 3470 ENCROACHMENT STATIONS= 1235.0 1355.0 TYPE= 1 TARGET- 120.000 PRIVATE DRIVE CULVERT, DOWNSTREAM FACE 9435.000 5.26 4942.26 4942.26 4942.29 4943.24 .98 500.0 2.0 498.0 .0 1.9 62.6 .0 .01 1.04 7.96 .00 .045 .035 .000 ' .015025 135, 145. 160. 4 14 0 *SECNO 9462,000 1 3301 HV CHANGED MORE THAN HVINS ' 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD= 4944.00 MAX ELLC= 4942.00 ' 3615 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 1.82 .05 4942.00 .2 .1 100000.00 .000 4937.00 1311.50 .00 43.50 1355.00 ' 3470 ENCROACHMENT STATIONS= 1250.0 1385.0 TYPE= 1 TARGET- 135.000 PRIVATE DRIVE CULVERT, UPSTREAM FACE 9462.000 7.67 4944.87 4944.87 4944.66 4945.22 .35 .45 .19 4942.00 ' 500.0 272.0 228.0 .0 66.3 42.4 .0 .3 .2 4942.00 .01 4.10 5.37 .00 .045 .035 .000 .000 4937.00 1250.00 .018793 27. 27. 27. 20 8 0 -237. 12 133.72 1383.72 PAGE 18 Der.e 4 /10 195 Paee 19 07APR95 14:29:06 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH ARCH VOL TWA R-HANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST "SECNO 9783.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 12.50 3470 ENCROACHMENT STATIONS= 270.0 462.0 TYPE= 1 TARGET= 192.000 9783.000 5.44 4945.44 .00 4945.20 4945.46 .02 .14 .10 4942.00 500.0 231.8 268.2 .0 354.8 219.0 .0 2.9 1.4 100000.00 .10 .65 1.22 .00 .045 .035 .000 .000 4940.00 270.00 .000120 340. 321. 300. 3 0 0 .00 192.00 462.00 "SECNO 10128.000 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS= 115.0 215.0 TYPE- 1 TARGET= 10128.000 2.86 4946.36 4946.36 4946.36 4947.23 .87 500.0 2.4 496.9 .8 1.9 66.3 .6 .11 1.22 7.49 1.22 .045 .035 .045 .013537 230. 345. 310. 20 11 0 *SECNO 10375,000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.17 100.000 .13 .43 4946.00 4.9 2.2 4946.00 000 4943.50 154.25 .00 49.34 203.58 3470 ENCROACHMENT STATIONS= 185.0 270.0 TYPE- 1 TARGET= 85.000 10375.000 2.50 4948.60 .00 4948.58 4948.77 .17 1.33 .21 4948.00 500.0 .0 500.0 .0 .0 151.1 .0 5.5 2.5 100000.00 .13 .00 3.31 .00 .000 .035 .000 .000 4945.00 185.00 .002880 245. 247. 220. 3 0 0 .00 85.00 270.00 PAGE 19 ' t 1 1 1 Pe ' 20 1 ' 07APR95 14.29.06 ' SECNO DEPTH CWSEL CRIWS WSELK EG HV HL Q OLDS QCH QROB ALOB ACH ARCH VOL TIME VLOH VCH VROH XNL XNCH XNR WIN ' SLOPE XLOHL XLCH XLOHR ITRIAL IDC ICONT CORAR CCHV= .100 CEHV- .300 ^SECNO 10882.000 OLOSS L-HANK ELEV TWA R-HANK ELEV ELMIN SSTA TOPWID ENDST ' 3470 ENCROACHMENT STATIONS- 330.0 470.0 TYPE= 1 TARGET= 140.000 10882.000 2.86 4949.96 .00 4949.96 4950.17 .21 1.39 .01 4950.00 500.0 .0 273.4 226.6 .0 58.5 117.6 7.3 3.6 4948.00 .17 .00 4.67 1.93 .000 .030 .045 .000 4947.10 340.11 . 002938 290, 507. 380. 4 0 0 .00 129.89 470.00 ' ^SECNO 10958.000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED ' 3470 ENCROACHMENT STATIONS= 1257.0 1393.0 TYPE= 1 TARGET= 136.000 10968.000 1.86 4950.15 4950.16 4950.16 4950.75 .59 .39 .11 4948.40 100.0 40.3 282.9 176.8 15.7 36.8 54.2 7.5 3.8 4918,30 ' .18 2.56 7.69 3.26 .055 .030 .045 .000 4948.30 1267.15 .010714 100, 86. 60. 3 14 0 .00 96.08 1363.23 *SECNO 11200.000 ' 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.91 3470 ENCROACHMENT STATIONS= 350.0 432.0 TYPE= 1 TARGET= 82.000 ' 11200.000 3.50 4951.50 .00 4951.50 4951.86 .36 1.09 .02 4950.00 500.0 58.0 442.0 .0 43.6 86.7 .0 8.1 4.2 100000.00 .19 1.33 5.10 .00 .055 .030 .000 .000 4948.00 350.00 ' .002922 190. 232. 160. 3 0 0 .00 81.99 431.99 ' CCHV= 100 CEHV= .300 ^SECNO 11471.000 3470 ENCROACHMENT STATIONS- 340.0 514.0 TYPE= 1 TARGET- 174.000 11471.000 3.08 4952.38 .00 4952.39 4952.54 .17 .67 .02 4950.00 500.0 73.6 247.7 178.7 38.1 59.1 87.8 9.0 4.8 4950.OD .21 1.93 4.19 2.03 .045 .035 .040 .000 4949.30 357.74 ' .002327 240. 271. 210. 3 0 0 .00 141.96 499.70 PAGE 20 n>r= cn nias Paee 21 07APR95 14: 29:06 PAGE 21 ' SECNO DEPTH CWSEL CRIWS WSELK EG HV BL OLOSS L-BANK ELEV ' Q GLOB QCH QROB ALOE ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SETA SLOPE XLOHL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ' CCHV= .100 CEHV= .300 ^SECNO 11681.000 ' 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .59 3470 ENCROACHMENT STATIONS= 193.0 375.0 TYPE= 1 TARGET= 182.000 11681.000 2.50 4952.90 .00 4952.90 4953.29 .39 .68 .07 4952.00 500.0 49.5 424.5 26.0 31.2 78.4 14.6 9.6 5.3 4952.00 ' .22 1.59 5.41 1.78 .045 .035 .040 .000 4950.40 219.71 190. 210. 100. 2 0 0 .00 141.69 361.40 .006698 ' ^SECNO 11829,000 3265 DIVIDED FLOW ' 3470 ENCROACHMENT STATIONS= 122.0 329.0 TYPE- 1 TARGET= 207.000 ' 11829.000 3.09 4953.89 .00 4953.89 4954.12 .23 .81 .02 4954.80 500.0 246.4 253.6 .0 115.6 51.0 .0 10.0 5.8 100000.00 .23 2.13 4.97 .00 .045 .035 .000 .000 4950.80 152.14 .005243 111. 148. 171. 2 0 0 .00 165.78 329.00 ^SECNO 11951.000 ' 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.11 ' 3470 ENCROACHMENT STATIONS= 100.0 301.0 TYPE- 1 TARGET- 201.000 11951.000 2.84 4954.34 .00 4954.34 4954.40 .05 .26 .02 4953,00 ' 500.0 38.1 460.3 1.6 36.9 237.6 1.8 10.6 6.3 4953.00 .25 1.03 1.94 .90 .045 .035 .040 .000 4951.50 100.00 .001181 112. 122. 139. 2 0 0 .00 199.67 299.67 ' CCHV= .100 CEHV= .300 ^SECNO 12318.000 ' 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL ' Date 4110/95 Pa4e 22 ' 07APR95 14:29:O6 PAGE 22 ' SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACE AROB VOL TWA R-BANK ELEV ' TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID BROST '3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED ' 3470 ENCROACHMENT STATIONS= 85.0 210.0 TYPE- 1 TARGET= 125.000 12318.000 3.47 4955.47 4955.47 4955.47 4956.57 1.09 1.27 .31 4953.50 500.0 82.8 391.6 25.6 10.5 45.3 4.5 12.0 7.2 4953.50 ' .26 7.92 8,64 5,65 .150 .075 .055 .000 4952,00 157,17 .047073 335. 367. 310. 20 11 0 .00 27.87 185.05 "SECNO 12430.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 4.72 3470 ENCROACHMENT STATIONS= 110.0 250.0 TYPE- 1 TARGET= 140.000 12430.000 4.92 4957.22 .00 4957.18 4957.31 .09 .64 .10 4957.00 ' 510.0 243.9 211.7 44.3 91.3 97.5 21.3 12.4 7.4 4955,00 .28 2.67 2.17 2.08 .035 .075 .035 .000 4952.30 110.00 .002110 112. 112. 112. 5 0 0 .00 100.27 222.22 ^SECN0 12475.000 2800 NAT Q1= 63.97 WSEL= 4957.24 ENC Q1= 63.97 WSEL= 4958.24 RATIO= .0000 ' NAT Q1= 134. RATIOS LOB, CH, ROB= .4608 .4304 .1087 WSEL= 4958.24 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .35 ' 3470 ENCROACHMENT STATIONS= 144.1 181.5 TYPE= 4 TARGET= .522 12475.000 4.74 4957.14 .00 4957.24 4957.65 .52 .22 .13 4955.00 ' 500.0 14.5 485.5 .0 4.0 83.3 .0 12.5 7.4 4956.00 .28 3.58 5.83 .00 .035 .075 .000 .000 4952.40 144.10 .017156 52. 45. 42. 2 0 0 .00 27.21 181.50 1 1 Dace 4110/95 Paee 23 1 07APR95 14:29:06 PAGE 23 ' SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L-BANK ELEV ' Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-HANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ' "SECNO 12518,000 2800 NAT Q1= 69.74 WSEL= 4957.51 ENC Q1= 69.74 WSEL= 4958.51 RATIO= .0000 ' NAT Q1= 138. RATIOS LOB, CH, ROB= .5073 .4888 .0039 WSEL= 4958.51 3265 DIVIDED FLOW ' 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.41 ' 3470 ENCROACHMENT STATIONS= 12518.000 5.39 4957.89 154.7 .00 196.0 TYPE= 4 4957.51 4958.18 TARGET= .29 .495 .50 .02 4957.00 ' 500.0 6.1 493.9 .0 2.8 113.1 .0 12.6 7.5 4958.00 .28 2.17 4.37 .00 .035 .075 .000 .000 4952.50 154.67 .008579 36. 43. 46. 2 0 0 .00 33.01 195.84 ' -SECNO 12558.000 2800 NAT Q1= 59.46 WSEL= 4957.69 ENC Q1= 59.46 WSEL= 4958.69 RATIO= .0000 1 NAT Q1= 132, RATIOS LOB, CH, ROB= .5990 .3809 .0201 WSEL= 4958.69 3265 DIVIDED FLOW ' 3470 ENCROACHMENT STATIONS= 168.5 210.0 TYPE- 4 TARGET= .550 12558.000 5.61 4958.21 .00 4957.69 4958.60 .39 .39 .03 4957.00 ' 500.0 52.2 447.8 .0 12.0 87.8 .0 12.7 7.5 4957.00 .28 4.35 5.10 .00 .035 .075 .000 .000 4952.50 168.52 .011940 25. 40. 50. 2 0 0 .00 32.12 210.00 ' CCHV= .300 CEHV= .500 ' -SECNO 12612.000 2800 NAT Q1= 196.62 WSEL= 4957.95 ENC Q1= 270.10 WSEL= 4958.95 RATIO= -.3738 NAT Q1= 315. RATIOS LOB, CH, ROB= .1139 .8563 .0298 WSEL= 4958.95 t 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 5.07 ' 3470 ENCROACHMENT STATIONS= 60.5 120.0 TYPE= 4 TARGET= .144 12612.000 5.92 4958.72 .00 4957.95 4958.77 .06 .07 .10 4955.00 500.0 .0 500.0 .0 .0 260.0 .0 12.9 7.5 4956.00 ' .29 .00 1.92 .00 .000 .040 .000 .000 4952.80 60.50 .000464 54. 54. 54. 2 0 0 .00 59.50 120.00 1 Date 4110/95 Paee 24 ' 07APR95 14:29:O6 PAGE 24 ' SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-HANK ELEV Q QLOB QCH QROB ALOB ACH ARON VOL TWA R-BANK ELEV ' TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ' -SECNO 12591.000 2800 NAT Q1= 147.97 WSEL= 4958.00 ENC Q1= 217.54 WSEL= 4959.00 RATIO= -.4702 NAT Q1= 218. RATIOS LOB, CH, ROB= .0000 1.0000 .0000 WSEL= 4959.00 ' 3495 OVERBANK AREA ASSUMED NON -EFFECTIVE, ELLEA= 4963.80 ELREA= 4963.80 ' STOVER STREET BRIDGE, DOWNSTREAM FACE - 12691.000 5.75 4958.75 .00 4958.00 4958.83 .08 .04 .01 5013.80 500.0 .0 500.0 .0 .0 227.4 .0 13.4 7.6 4963.80 .30 .00 2.20 .00 .000 .040 .000 .000 4953.00 .06 ' .000626 79. 79. 79. 0 0 0 .00 51.98 52.04 ' SPECIAL BRIDGE SB XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHD ' .90 1.60 2.60 .00 52.00 .01 376.00 .00 4954.60 4954.40 'SECNO 12754.000 ' CLASS A LOW FLOW 3420 BRIDGE W.S.= 4958.85 BRIDGE VELOCITY- 2.21 CALCULATED CHANNEL AREA- 221. ' EGPRS EGLWC H3 QWEIR QLOW BAREA TRAPEZOID ELLC ELTRD WEIRLN AREA .00 4959.07 .00 0, 500. 376. 369. 4961.70 4963.80 0. ' 3495 OVERBANK AREA ASSUMED NON -EFFECTIVE, ELLEA= 4963.80 ELREA= 4963.80 STOVER STREET BRIDGE, UPSTREAM FACE ' 12754,100 6.00 4959,00 .00 4958,00 1959.01 .07 ,24 .011 41163.00 500.0 .0 500.0 .0 .0 238.3 .0 13.7 7.7 4963.00 .31 .00 2.10 .00 .000 .040 .000 .000 4953.00 .05 .000543 63. 63. 63. 0 0 0 .00 52.00 52.05 CCHV= .100 CEHV= .300 ' ^SECNO 12815.000 2800 NAT Q1= 99.94 WSEL= 4958.08 ENC Q1= 168.82 WSEL= 4959.08 RATIO= -.6892 NAT Q1= 171. RATIOS LOB, CH, ROB= .0138 .9862 .0000 WSEL= 4959.08 ' 3470 ENCROACHMENT STATIONS= 29.0 89.0 TYPE= 4 TARGET= .014 Date 4/10/95 Paee 25 07APR95 14:29:06 SECNO DEPTH CWSEL CRIWS WSELK EG RV HL OLOSS L-HANK ELEV Q QLOB QCH QROB ALOB ACH ARCH VOL TWA R-HANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 12815.000 5.61 4952.03 .00 4958.08 4959.11 .08 .04 .00 4957.00 500.0 .0 500.0 .0 .0 220.4 .0 14.0 7.8 4956.00 .32 .00 2.27 .00 .000 .045 .000 .000 4953.42 29.00 .001003 61. 61. 61, 0 0 0 .00 60.00 89.00 ^SECNO 12867.000 2800 NAT Q1= 129.67 WSEL= 4958.21 ENC Q1= 177.71 WSEL= 4959.21 RATIO= -.3705 NAT Q1= 182. RATIOS LOB, CH, ROB= .0000 .9751 .0249 WSEL= 4959.21 3470 ENCROACHMENT STATIONS= 24.0 92.0 TYPE= 4 TARGET= .025 12867.000 5.51 4959.09 .00 4958.21 4959.16 .07 .05 .00 4959.25 500.0 .0 500.0 .0 .0 229.2 .0 14.3 7.9 4956.00 .32 .00 2.18 .00 .000 .045 .000 .000 4953.58 34.59 .000808 52. 52. 52. 0 0 0 .00 57.41 92.00 -SECNO 12882.000 2800 NAT Q1= 28.77 WSEL= 4959.73 ENC Q1= 81.04 WSEL= 4960.73 RATIO=-1.8171 NAT Q1= 81. RATIOS LOB, CH, ROB= .0044 .9944 .0012 WSEL= 4960.73 3301 HV CHANGED MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS= 31.0 110.0 TYPE= 4 TARGET= .006 12882.000 2.53 4959.74 4959.74 4959.73 4960.33 .59 .04 .15 4959.77 500.0 .0 500.0 .0 .0 81.4 .0 14.4 7.9 4960.00 .33 .00 6.14 .00 .000 .045 .000 .000 4957.21 32.78 .030017 15. 15. 15. 20 14 0 .00 69.35 102.13 -SECNO 13045.000 2800 NAT Q1= 71.14 WSEL= 4961.78 ENC Q1= 122.05 WSEL= 4962.78 RATIO= -.7157 NAT Q1= 124, RATIOS LOB, CH, ROB= .0000 .9879 .0121 WSEL= 4962.78 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.45 3470 ENCROACHMENT STATIONS= 25.0 100.0 TYPE- 4 TARGET= .012 13045.000 4.09 4961.79 .00 4961.78 4962.01 .22 1.65 .04 4963.00 500.0 .0 500.0 .0 .0 132.8 .0 14.8 8.1 4961.00 .34 .00 3.76 .00 .000 .045 .000 .000 4957.70 39.88 .005009 163. 163. 163. 1 0 0 .00 60.13 100.00 Dace 4110/95 PAGE 25 t 1 1 Paee 26 ' 07APR95 14:29:06 PAGE 26 ' SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-HANK ELEV Q GLOB QCH QROB ALOB ACH AROB VOL TWA R-HANK ELEV ' TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENOST ' *SECNO 13215.000 2800 NAT Q1= 87.36 WSEL= 4962.52 ENC Q1= 153.26 WSEL= 4963.52 RATIO= -.7544 NAT Q1= 158. RATIOS LOB, CH, ROB= .0025 .9710 .0265 WSEL= 4963.52 ' 3470 ENCROACHMENT STATIONS- 43.0 110.0 TYPE= 4 TARGET- .029 13215.000 4.32 4962.54 .00 4962.52 4962.71 .16 .69 .01 4963.09 ' 500.0 .0 500.0 .0 .0 154.3 .0 15.3 8.4 4961,00 .35 .00 3.24 .00 .000 .045 .000 .000 4958.22 45.52 .003364 171. 170. 175. 2 0 0 .00 64.48 110.00 CCHV= .300 CEHV= .500 *SECNO 13305.000 ' 2800 NAT Q1= 97.22 WSEL= 4962.80 ENC Q1= 155.15 WSEL= 4963.80 RATIO-- -.5958 NAT Q1= 174. RATIOS LOB, CH, ROB= .0724 .8922 .0354 WSEL= 4963.80 ' 3470 ENCROACHMENT STATIONS= 77.0 132.0 TYPE= 4 TARGET- .108 13305.000 4.43 4962.83 .00 4962.80 4963.00 .17 .29 .00 4961.00 500.0 .0 500.0 .0 .0 151.4 .0 15.6 8.5 4961.00 .36 .00 3.30 .00 .000 .045 .000 .000 4958.40 77.00 .003079 97. 90. 88. 2 0 0 .00 55.00 132.00 ' *SECNO 13355.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.41 1 3470 ENCROACHMENT STATIONS= .1 59.0 TYPE= 1 TARGET= 58.900 3495 OVERBANK AREA ASSUMED NON -EFFECTIVE, ELLEA= 4968.00 ELREA= 4968.00 STUART STREET BRIDGE, DOWNSTREAM FACE - ' 11155,001 4,42 4963,02 .00 4962.95 4963.12 .11 .11 .02 100000.00 500.0 .0 500.0 .0 .0 191.7 .0 15.8 8.6 100000.00 .36 .00 2.61 .00 .000 .045 .000 .000 4958.60 .10 .001540 58. 50. 47. 2 0 0 .00 58.90 59.00 Data 4/10/95 Pa.. 27 07APR95 14:29:06 PAGE 27 ' SECNO DEPTH CWSEL CRIWS WSELK EG HV HL CLOSE L-HANK ELEV ' Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ' SPECIAL BRIDGE ' SB XK XKOR COFQ RDLEN HWC BWP BARBA SS ELCHU ELCHD 1.05 1.60 2.50 .00 50.00 1.50 343.00 .00 4960.00 4959.80 ' ^SECNO 13427.000 CLASS A LOW FLOW ' 3420 BRIDGE W.S.= 4953.11 BRIDGE VELOCITY= 3.21 CALCULATED CHANNEL AREA= 151. EGPRS EGLWC H3 QWEIR QLOW BARBA TRAPEZOID ELLC ELTRD WEIRLN ' AREA .00 4963.14 .01 0. 500. 343. 340. 4967.00 4968.00 0. 3470 ENCROACHMENT STATIONS= .1 59.0 TYPE= 1 TARGET= 58.900 , 3495 OVERBANK AREA ASSUMED NON -EFFECTIVE, ELLEA- 4968.00 ELREA= 4958.00 STUART STREET BRIDGE, UPSTREAM FACE 13427.000 4,22 4963.02 .00 4962.96 4963.14 .12 .02 .00 100000.00 500.0 .0 500.0 .0 .0 183.0 .0 16.1 8.7 100000.00 .37 .00 2.73 .00 .000 .045 .000 .000 4958.80 .10 . 001750 67. 72. 67. 0 0 0 .00 58.90 59.00 1 CCHV= .100 CEHV= .300 , *SECNO 13437.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .68 ' 3470 ENCROACHMENT STATIONS= .1 59.0 TYPE= 1 TARGET= 58.900 13437.000 3.16 4962.96 .00 4962.88 4963.20 .25 .02 .04 100000.00 ' 500.0 .0 500.0 .0 .0 125.8 .0 16.2 8.7 100000.00 .37 .00 3.98 .00 .000 .035 .000 .000 4959.80 .10 .003731 10. 10. 10. 2 0 0 .00 58.90 59.00 ' *SECNO 13548.000 t 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .65 1 Dace 4110/95 Pace 28 1 07APR95 14-29: 06 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL Q GLOB QCH QROB ALOE ACE AROB VOL TIME VLOB VCH VROB XNL XNCH XNR WTN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST 3470 ENCROACHMENT STATIONS= 318.0 39B.0 TYPE= 1 TARGET= 80.000 13548,000 3.10 4963.40 .00 4953.38 4953.88 .48 .61 .07 100000.00 500.0 .0 499.6 .4 .0 89.5 .3 16.5 8.8 4963.00 ' .38 .00 5.58 1.18 .000 .035 .040 .000 4960.30 337.38 .008938 118. 111. 105, 2 0 0 .00 52.23 389.61 *SECNO 13569.000 3685 20 TRIALS ATTEMPTED WSEL,CWSEL '3623 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS= 321.0 406.0 TYPE- 1 TARGET= 85.000 ' 13569.000 2.38 4965.10 4965.10 4965.10 4965.80 .70 .25 .06 4965.28 500.0 .0 500.0 .0 .0 74.5 .1 16.5 8.8 4965.00 ' .38 .00 6.71 .017232 22. 21. .05 26. .000 20 .035 15 .040 0 .000 .00 4962.72 53.63 339.47 393.11 ' ISECNO 13755.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.82 3470 ENCROACHMENT STATIONS= 440.0 540.0 TYPE= 1 TARGET= 100.000 13755,000 3,70 4967,20 .00 4917,20 4117,45 .26 1,61 .04 4968,00 ' 500.0 .0 497.1 2.9 .0 122.1 1.6 16.9 9.1 4966.00 .39 .00 4.07 1.79 .000 .035 .040 .000 4963.50 456.59 .005179 175. 186. 190. 3 0 0 .00 78.10 534.70 1 *SECNO 13903.000 ' 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.52 ' 3470 ENCROACHMENT STATIONS- 374.0 554.0 TYPE= 1 TARGET= 180.000 13903.000 3.63 4967.83 .00 4967.83 4967.95 .12 .48 .01 100000.00 500.0 .0 448.7 51.3 .0 155.8 33.7 17.5 9.5 4967.00 .41 .00 2.88 1.52 .000 .035 .040 .000 4964.20 403.39 .002254 150. 148. 145. 3 0 0 .00 133.59 536.99 PAGE 28 Ilat.o 4/10/95 Paee 29 1 07AFR95 14:29:06 PAGE 29 ' SECNO DEPTH CWSEL CRIWS WHELK EG HV HL GLOSS L-HANK ELEV ' Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-HANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ' •SECNO 14050.000 , 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .58 , 3470 ENCROACHMENT STATIONS- 385.0 490.0 TYPE= 1 TARGET= 105.000 14050.000 3.28 4968.18 .00 4968.18 4968.57 .39 .54 .08 4969.00 500.0 .0 468.3 31.7 .0 92.0 10.0 18.0 9.8 4966.00 .42 .00 5.09 3.18 .000 .035 .040 .000 4964.90 423.68 ' .006769 135. 147. 170. 2 0 0 .00 60.93 484.61 ' CCHV= .100 CEHV= .300 ^SECNO 14342.000 ' 3470 ENCROACHMENT STATIONS= 173.0 344.0 TYPE= 1 TARGET= 171.000 14342.000 3.00 4970.30 4970.28 4970.30 4970.79 .49 2.19 .03 4970.00 500.0 .7 467.7 31.5 1.1 80.8 23.0 18.6 10.3 4970.00 .43 .71 5.79 1.37 .055 .035 .045 .000 4967.30 210.88 t .008761 300. 292. 180. 5 15 0 .00 129.87 340..74 ' CCHV= .100 CEHV= .300 ^SECNO 14706.000 2800 NAT Q1= 68.36 WSEL= 4972.81 ENC Q1= 113.12 WSEL= 4973.81 RATIO= -.6549 NAT Q1= 113. RATIOS LOB, CH, ROB= .0000 1.0000 .0000 WSEL= 4973.81 ' 3470 ENCROACHMENT STATIONS= 304.0 355.0 TYPE- 4 TARGET= .000 14706.000 4.52 4972.81 .00 4972.81 4973.25 .43 2.46 .01 4974.00 t 500.0 .0 500.0 .0 .0 94.6 .0 19.4 11.1 4974.00 .45 .00 5.28 .00 .000 .035 .000 .000 4968.30 313.19 .005348 350. 364. 380. 3 0 0 .00 39.74 352.93 ' ^SECNO 14890.000 2800 NAT Q1= 88.95 WSEL= 4973.63 ENC Q1= 138.84 WSEL= 4974.63 RATIO- -.5609 , NAT Q1= 139. RATIOS LOB, CH, ROB= .0010 .9979 .0011 WSEL= 4974.63 3470 ENCROACHMENT STATIONS- 145.0 180.0 TYPE= 4 TARGET- .002 ' 14890.000 4.73 4973.63 .00 4973.63 4974.00 .37 .74 .01 4974.00 500.0 .0 500.0 .0 .0 102.9 .0 19.9 11.2 4974.00 .46 .00 4.86 .00 .000 .035 .000 .000 4968.90 145.91 , .003171 180. 184. 185. 2 0 0 .00 33.17 179.09 Oa Le 1/10/95 Paee 30 ' 07APR95 14:29:06 PAGE 30 ' nnM1rvrvnrvnhfinnfinrrnrvn hM1M1hM1M1fihM1hhhhhh*rtien THIS RUN EXECUTED 07AFR95 14:29:11 HEC-2 WATER SURFACE PROFILES erio4.5.0; February 1991 ' n Version nM1hnnnnnhnnnrvrthnnnrvnnnrr ' NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUM ARY OF ERRORS LIST ' YR NATURAL RUN Lemay to SUM ARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01 ' * 9290,000 .00 .00 .00 4936.30 500.00 4939.78 4939.78 4940.94 1O6.83 8.99 62.06 48. * 9290.000 .00 .00 .00 4936.30 500.00 4939.78 4939.78 4940.94 105.83 8.99 62.06 48. ' * 9435,000 145.00 .00 .00 4937.00 500.00 4942.29 4942.29 4943.24 141.55 7.84 66.19 42. * 9435.000 145.00 .00 .00 4937.00 500.00 4942.26 4942.26 4943.24 150.25 7.96 64.47 40. ' ^ 9462.000 27.00 4944.00 4942.00 4937.00 500.00 4944.66 4944.66 4944.97 221.70 5.55 120.09 33. 9462.000 27.00 4944.00 4942.00 4937.00 500.00 4944.87 4944.87 4945.22 187.93 5.37 108.73 36. 9783.000 321.00 .00 .00. 4940.00 500.00 4945.20 .00 4945.21 1.39 1.33 565.15 424. ' 9783.000 321.00 .00 .00 4940.00 500.00 4945.44 .00 4945.46 1.20 1.22 573.78 455. * 10128,010 345,00 .00 .00 4913,50 501,00 4046.36 4946,36 4947,23 134.04 7,17 69. 13 43. ' * 10128.000 345.00 .00 .00 4943.50 500.00 4946.36 4946.36 4947.23 135.37 7.49 58.86 42. * 10375.000 247.00 .00 .00 4946.00 500.00 4948.58 .00 4948.75 28.48 3.30 156.29 93. ' * 10375.000 247.00 .00 .00 4946.00 500.00 4948.60 .00 4948.77 28.80 3.31 151.09 93. 10882.000 507.00 .00 .00 4947.10 500.00 4949.96 .00 4950.19 30.94 4.60 179.17 89. ' 10882.000 507.00 .00 .00 4947.10 500.00 4949.96 .00 4950.17 29.38 4.67 176.13 92. * 10968.000 86.00 .00 .00 4948.30 500.00 4950.15 4950.16 4950.75 107.14 7.69 106.75 48. * 10958.000 86.00 .00 .00 4948.30 500.00 4950.16 4950.16 4950.75 107.14 7.69 106.75 48. * 11200.000 232.00 .00 .00 4948.00 500.00 4951.50 .00 4951.87 29.59 5.13 131.75 91. * 11200.000 232.00 .00 .00 4948.00 500.00 4951.50 .00 4951.86 29.22 5.10 130.30 92. ' 11471,000 271.00 .00 .00 4949.30 500.00 4952.39 .00 4952.55 22.83 4.16 186.44 104. 11471.000 271.00 .00 .00 4949.30 500.00 4952.38 .00 4952.54 23.27 4.19 185.05 103. ' 11681.000 210.00 .00 .00 4950.40 500.00 4952.90 .00 4953.29 66.91 5.41 124.22 51. 11681.000 210.00 .00 .00 4950.40 500.00 4952.90 .00 4953.29 66.98 5.41 124.15 61. 1 nano 4nnia5 Paee 31 1 07APR95 14:29:06 PAGE 31 ' SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10^KS VCH AREA .0� 11829.000 148.00 .00 .00 4950.80 500.00 4953.69 .00 4954.12 52.54 4.97 166.53 68. 11829.000 148.00 .00 .00 4950.80 500.00 4953.89 .00 4954.12 52.43 4.97 166.60 69 1 * 11951.000 122.00 .00 .00 4951.50 500.00 4954.34 .00 4954.40 11.78 1.93 278.13 145. * 11951.000 122.00 .00 .00 4951.50 500.00 4954.34 .00 4954.40 11.81 1.94 276.25 14] * 12318.000 367.00 .00 .00 4952.00 500.00 4955.47 4955.47 4956.57 470.73 8.64 60.31 23. * 12318.000 367.00 .00 .00 4952.00 500.00 4955.47 4955.47 4956.57 470.73 8.64 60.31 23. * 12430.000 112.00 .00 .00 4952.30 500.00 4957.18 .00 4957.26 18.98 2.04 223.03 114 ^ 12430.000 112.00 .00 .00 4952.30 500.00 4957.22 .00 4957.31 21.10 2.17 210.09 108. * 12475.000 45.00 .00 .00 4952.40 500.00 4957.24 .00 4957.44 61.10 3.65 139.40 63.' * 12475.000 45.00 .00 .00 4952.40 500.00 4957.14 .00 4957.65 171.56 5.83 87.32 38. 12518. 000 43.00 .00 .00 4952.50 500.00 4957.51 .00 4957.67 51.40 3.22 154.93 69.' * 12518.000 43.00 .00 .00 4952.50 500.00 4957.89 .00 4958.18 85.79 4.37 115.93 53. 12558.000 40.00 .00 .00 4952.60 500.00 4957.69 .00 4957.89 70.71 3.73 136.56 59.' 12558,000 40.00 .00 .00 4952.60 500.00 4958.21 .00 4958.60 119.40 5.10 99.82 45. ^ 12612.000 54.00 .00 .00 4952.80 500.00 4957.95 .00 4958.02 6.47 2.13 245.78 196.1 ^ 12612.000 54.00 .00 .00 4952.80 500.00 4958.72 .00 4958.77 4.64 1.92 259.96 232. 12691.000 79.00 4953.00 500.00 4958.00 .00 4958.11 11.42 2.66 187.95 147. 12691.000 79.00 .00 .00 .00 .00 4953.00 500.00 4958.75 .00 4958.83 6.26 2.20 227.37 199.1 12754.000 63.00 4963.80 4961.70 4953.00 500.00 4958.00 .00 4958.11 11.82 2.68 186.33 145. 12754.000 63.00 4953.80 4961.70 4953.00 500.00 4959.00 .00 4959.07 5.43 2.10 238.32 214.1 ^ 12815.000 61.00 .00 .00 4953.42 500.00 4958.08 .00 4958.22 25.03 3.07 164.41 99. 12815.000 61.00 .00 .00 4953.42 500.00 4959.03 .00 4959.11 10.03 2.27 220.35 151 12867,000 52.00 .00 .00 4953.58 500.00 4958.21 .00 4958.32 14.87 2.73 187.52 129. 12857.000 52.00 .00 .00 4953.58 500.00 4959.09 .00 4959.16 8.08 2.18 229.18 175. * 12882.000 15.00 .00 .00 4957.21 500.00 4959.73 4959.73 4960.33 302.13 6.17 81.03 28.1 ^ 12B82.000 15.00 .00 .00 4957.21 500.00 4959.74 4959.74 4960.33 300.17 6.14 81.40 28. * 13045.000 163.00 .00 .00 4957.70 500.00 4961.78 .00 4962.00 49.40 3.76 133.81 71.1 * 13045.000 163.00 .00 .00 4957.70 500.00 4961.79 .00 4962.01 50.09 3.76 132.84 70. 13215.000 170.00 .00 .00 4958.22 500.00 4962.52 .00 4962.68 32.76 3.23 157.54 87., 13215,000 170.00 .00 .00 4958.22 500.00 4962.54 .00 4962.71 33.64 3.24 154.28 861 13305.000 90.00 .00 .00 4958.40 500.00 4962.80 .00 4962.95 26.45 3.16 172.38 97.' 13305.000 90.00 .00 .00 4958.40 500.00 4962.83 .00 4963.00 30.79 3.30 151.39 90. 13355.000 50.00 .00 .00 4958.60 500.00 4962.95 .00 4963.06 16.42 2.66 187.92 123. * 13355.000 50.00 .00 .00 4958.60 500.00 4963.02 .00 4963.12 15.40 2.61 191.73 127.t t nar,a 4nnig5 Paee 32 07APR95 14:29:06 PAGE 32 1 ELLC ELMIN CWSEL CRIWS EG SECNO XLCH EL1RD Q 10-KS VCH AREA .01 13427.000 72.00 4958.00 4967.00 4958.80 500.00 4962.96 .00 4963.08 18.73 2.79 179.20 115. ' 13427.000 72.00 4968.00 4967.00 4958.80 500.00 4963.02 .00 4963.14 17.50 2.73 183.04 119. ^13437.000 10.00 .00 .00 4959.80 500.00 4962.88 .00 4963.15 41.64 4.11 121.59 77. 13437.000 10.00 .00 .00 4959.80 500.00 4962.96 .00 4963.20 37.31 3.98 125.77 81. ^ 13548.000 111.00 .00 .00 4960.30 500.00 4963.38 .00 4963.88 91.68 5.63 89.00 52. ' ^ 13548.000 111.00 .00 .00 4960.30 500.00 4963.40 .00 4963.88 89.38 5.58 89.79 52. ^ 13569.000 21.00 .00 .00 4962.72 500.00 4965.10 4965.10 4965.80 171.54 6.69 74.76 38. ' ^ 13569.000 21.00 .00 .00 4962.72 500.00 4965.10 4965.10 4965.80 172.32 6.71 74.53 38. ^ 13755.000 185.00 .00 .00 4963.50 500.00 4967.20 .00 4967.45 51.95 4.08 123.57 69. ^ 13755.000 186.00 .00 .00 4963.50 500.00 4967.20 .00 4967.45 51.79 4.07 123.68 69. ^ 13903.000 148.00 .00 .00 4964.20 500.00 4967.83 .00 4967.95 22.50 2.88 189.55 105. * 13903.000 148.00 .00 .00 4964.20 500.00 4967.83 .00 4967.95 22.54 2.88 189.42 105. ' * 14050.000 147.00 .00 .00 4964.90 500.00 4968.18 .00 4968.57 67.75 5.09 101.95 60. ^ 14050.000 147.00 .00 .00 4964.90 500.00 4968.18 .00 4968.57 67.69 5.09 101.98 60. 14342,000 292.00 .00 .00 4967.30 500.00 4970.30 4970.28 4970.79 87.50 5.79 104.90 53. 14342.000 292.00 .00 .00 4967.30 500.00 4970.30 4970.28 4970.79 87.61 5.79 104.84 53. 14706.000 364.00 .00 .00 4968.30 500.00 4972.81 .00 4973.25 53.50 5.29 94.60 68. 14706.000 364. 00 .00 .00 4968.30 500.00 4972.81 .00 4973.25 53.48 5.28 94.62 68. 14890,000 184.00 .00 .00 4968.90 500.00 4973.63 .00 4974.00 31.60 4.85 103.07 88. ' 14890,000 184.00 .00 .00 4968.90 500.00 4973.63 .00 4974.00 31.71 4.86 102.94 88. 1 nat- 4nn/" P ee 33 O7APR95 14 29:06 PAGE 33 ' YR NATURAL RUN Lemay to , SUMARY PRINTOUT TABLE 150 BECK Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCB ^ 9290.900 500.00 4939.78 .00 .00 -6.22 28.90 .00 ' ^ 9290.000 500.00 4939.78 .00 .00 -6.22 28.90 .00 * 9435.000 500.00 4942.29 .00 2.51 .00 48.03 145.00 ' * 9435.000 500.00 4942.25 -.03 2.48 -.03 43.50 145.00 ^ 9462.000 500.00 4944.66 .00 2.37 .00 197.79 27.00 ^ 9462.000 500.00 4944.87 .22 2.61 .22 133.72 27.00 ' * 9743.000 500.00 4945.20 .00 .54 .00 239.09 321.00 * 9783.000 500.00 4945.44 .24 .57 .24 192.00 321.00 ' 10128. 000 500.00 4946.36 .00 1.17 .00 49.55 345.00 ^ 10128,000 500.00 4946.36 -.01 .92 -.01 49.34 345.00 ' ^ 10375.000 500.00 4948.58 .00 2.22 .00 106.99 247,00 ^ 10375.000 500.00 4948.60 .01 2.24 .01 85.00 247.00 10882.000 500.00 4949.96 .00 1.38 .00 147.64 507.00 10882.000 500.00 4949.96 .00 1.36 .00 129.89 507.00 1 * 10968.000 500.00 4950.16 .00 .20 .00 96.08 86.00 * 10968.000 500.00 4950.16 .00 .20 .00 96.08 86.00 t * 11200.000 500.00 4951.50 .00 1.34 .00 92.00 232.00 * 11200.000 500.00 4951.50 .00 1.33 .00 81.99 232.00 11471.000 500.00 4952.39 .00 .89 .00 142.22 271.00 ' 11471.000 500.00 4952.38 -.01 .88 -.01 141.96 271.00 * 11681.000 500.00 4952.90 .00 .51 .00 141.74 210.00 , * 11681.000 500.00 4952.90 .00 .52 .00 141.69 210.00 11829.000 500.00 4953.89 .00 .99 .00 165.85 148.00 11829.000 500.00 4953.89 .00 .99 .00 165,78 148.00 ' ^ ^ 11951.000 11951.000 500.00 500.00 4954.34 4954.34 .00 .45 .00 205.90 199.67 122.00 122.00 ' .00 .45 .00 " 12318.000 500.00 4955.47 .00 1.13 .00 27.87 367.00 * 12318.000 500.00 4955.47 .00 1.13 .00 27.87 367.00 ' * 12430.000 500,00 4957.18 .00 1.70 .00 115.10 112.00 * 12430.000 500.00 4957.22 .04 1.75 .04 100.27 112.00 ' * 12475.000 500.00 4957.24 .00 .06 .00 77.01 45.00 TM 12475.000 500.00 4957.14 -.11 -.08 -.11 27.21 45.00 ' ❑ate 4/10/95 Paee 34 07APR95 14; 29:06 PAGE 34 ' SECNO Q CWSEL OIFWSP OIFWSX DIFKWS TOPWID XLCH t 12518.000 500.00 4957.51 .00 .27 .00 76.52 43.00 * 12518.000 500.00 4957.89 .38 .75 .38 33.01 43.00 ' 12558.000 500.00 4957.69 .00 .17 .00 82.87 40.00 12558.000 500.00 4958.21 .53 .32 .53 32.12 40.00 , * 12612.000 500.00 4957.95 .00 .27 .00 88.23 54.00 * 12612.000 500.00 4958.72 .76 .50 .76 59.50 54.00 , 12691.000 500.00 4958.00 .00 .04 .00 51.97 79.00 12691.000 500.00 4958.75 .75 .03 .75 51.98 79.00 ' 12754.000 500.00 4958.00 .00 .00 .00 51.97 63.00 12754,000 500.00 4959.00 1.00 .25 1.00 52.00 63.00 * 12815.000 500.00 4958.08 .00 .08 .00 64.29 61.00 12815.000 500.00 4959.03 .96 .04 .96 60.00 61.00 12867,000 500.00 4958.21 .00 .13 .00 59.57 52.00 ' 12867,000 500.00 4959.09 .68 .05 .88 57.41 52.00 ^ 12882.000 500.00 4959,73 .00 1.53 .00 68.87 15.00 ^ 12882.000 500.00 4959.74 .01 .65 .01 69.35 15.00 ' * * 13045.000 13045.000 500.00 500.00 4961.78 4961.79 .00 .01 2.04 2.05 .00 .01 63.37 60.13 163.00 163.00 ' 13215.000 500.00 4962.52 .00 .74 .00 70.45 170.00 13215.000 500.00 4962.54 .02 .75 .02 64.48 170.00 ' 13305.000 500.00 4962.80 .00 .28 .00 83.42 90.00 13305.000 500.00 4962.83 .03 .29 .03 55.00 90.00 ' 13355.000 500.00 4962.95 .00 .15 .00 58.96 50.00 * 13355.000 500.00 4963.02 .07 .19 .07 58.90 50.00 1 13427.000 500.00 4962.96 .00 .01 .00 58.94 72.00 - 13427.000 500.00 4963.02 .07 .01 .07 58.90 72.00 ^ 13437.000 500.00 4962.88 .00 -.07 .00 59.04 10.00 t * 13437. 000 500.00 4962,96 .07 -.07 .07 58.90 10.00 '• 13548.000 500.00 4963.38 .00 .50 .00 52.03 111.00 ' •' 13548.000 500.00 4963.40 .02 .44 .02 52.23 111.00 ^ 13569.000 500.00 4965.10 .00 1.72 .00 53.93 21.00 ' ^ 13569.000 500.00 4965.10 .00 1.70 .00 53.63 21.00 * 13755.000 500.00 4967.20 .00 2.09 .00 78.09 186.00 * 13755.000 500.00 4967.20 .00 2.10 .00 78.10 186.00 ' Detn 4/10/95 P... 36 07APR95 14:29:06 PAGE 35 ' SECNO Q CWSEL DIFWSP DIPWSX DIFWSS TOPWID XLCH 13903.000 500.00 4967.83 .00 .64 .00 133.63 148.00 '* ^ 13903.000 500.00 4957.83 .00 .63 .00 133.59 148.00 ^14051,000 500.00 4968. 18 .00 .35 .01 60.93 147.00 14050.000 500.00 4968. 18 .00 .35 .00 60.93 147.00 14342.000 500.00 4970.30 .00 2.11 .00 129.88 292.00 ' 14342.000 500.00 4970.30 .00 2.11 .00 129.87 292.00 14706,000 500.00 4972.81 .00 2.52 .00 39.73 364.00 ' 14706,000 500.00 4972.81 .00 2.52 .00 39.74 364.00 14890,000 500.00 4973.63 .00 .82 .00 33.19 184.00 14890,000 500.00 4973.63 .00 .82 .00 33.17 184.00 1 1 1 Date 4110195 Pee. 37 07AFR95 14 :29:06 SUMMARY OF ERRORS AND SPECIAL NOTES CAUTION SECNO= 9290.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 9290.000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 9435.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 9435.000 PROFILE= 1 MINIMUM SPECIFIC ENERGY CAUTION SECNO= 9435.000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 9435.000 PROFILE= 2 MINIMUM SPECIFIC ENERGY CAUTION SECNO= 9462.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 9462.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 9462.000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 9462.000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 9462.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 9452.000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO= 9783.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 9783.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 10128.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 10128,000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 10128.000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 10128.000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 10128.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 10128.000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO= 10375.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 10375.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 10968.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 10968.000 PROFILE= 1 MINIMUM SPECIFIC ENERGY CAUTION SECNO= 10968.000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 10968.000 PROFILE= 2 MINIMUM SPECIFIC ENERGY WARNING SECNO= 11200.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11200.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECND= 11681.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11581.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11951.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 11951.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 12318.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 12318.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 12318.000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 12318.000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 12318.000 PROFILE- 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 12318.000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL PAGE 36 Date 4110195 Faze 38 I ' WARNING SECNO= 12430.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 12430.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 t 1 Date 4110/95 Paee 39 07APR95 14:29:06 WARNING SECNO= 12475.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 12475.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 12518.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 12612.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 12612.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 12815.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 12882.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 12882.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 12882.000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 12882.000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 12882.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 12882.000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO= 13045.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13045.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13355.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13437,000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13437.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13548.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13548.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 13569.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 13569.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 13569.000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 13569.000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 13569.000 PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 13569.000 PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE WSEL WARNING SECNO= 13755.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13755.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13903.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECN0. 13903.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 14050.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 14050.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 37 pace 4/10/95 Paee 40 ' 07APR95 14:29:06 'FLOODWAY DATA, YR NATURAL RUN Lemay to PROFILE NO. 2 '------- FLOODWAY------- WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY ' 9290.000 29. 62. 8.1 9435.000 43. 64. 7.8 9462.000 134. 109. 4.6 ' 9783,000 192. 574. .9 10128.000 49. 69. 7.3 10375.000 85. 151. 3.3 ' 10882,000 130. 176. 2.8 10968.000 96. 107. 4.7 11200.000 82. 130. 3.8 11471.000 142. 185. 2.7 ' 11681.000 142. 124. 4.0 11829.000 177. 167. 3.0 ' 11951,000 12318.000 200, 28. 216, 60. 1.8 8.3 12430.000 112. 210. 2.4 12475.000 37. 87. 5.7 ' 12518.000 41. 116. 4.3 12558.000 41. 100. 5.0 12612.000 60. 260. 1.9 12691.000 52. 227. 2.2 ' 12754.000 52. 238. 2.1 12815.000 60. 220. 2.3 12867,010 51, 229, 2.2 ' 12882.000 69. 81. 6.1 13045.000 60. 133, 3.8 13215.000 54. 154, 3.2 13305.000 55. 151. 3.3 ' 13355.000 59. 192. 2.6 13427,000 59. 183. 2.7 13437.000 59. 126. 4.0 ' 13548.000 52. 90. 5.6 13569.000 54. 75. 6.7 13755.000 78, 124. 4.0 ' 13903,000 134. 189. 2.6 14050,000 61. 102. 4.9 14342.000 130. 105. 4.8 14706.000 40. 95. 5.3 ' 14890.000 33. 103. 4.9 4939.8 4939,8 .0 4942.3 4942.3 .0 4944.9 4944.7 .2 4945.4 4945.2 .2 4946.4 4946.4 .0 4948.6 4946.6 .0 4950.0 4950.0 .0 4950.2 4950.2 .0 4951.5 4951.5 .0 4952.4 4952.4 .0 4952.9 4952.9 .0 4953.9 4953.9 .0 4954.3 4954.3 .0 4955.5 4955.5 .0 4957.2 4957.2 .0 4957.1 4957.2 -.1 4957.9 4957.5 .4 4958.2 4957.7 .5 4958.8 4958.0 .8 4958.8 4958.0 .8 4959.0 4958.0 1.0 4959.1 4958.1 1.0 4959.1 4958.2 .9 4959.7 4959.7 .0 4951.8 4961.8 .0 4962.5 4962.5 .0 4962.8 4962.8 .0 4963.1 4963.0 .1 4963.1 4963.0 .1 4963.0 4962.9 .1 4963.4 4963.4 .0 4965.1 4965.1 .0 4967.2 4967.2 .0 4967.8 4967.8 .0 4968.2 4968.2 .0 4970.3 4970.3 .0 4972.8 4972.8 .0 4973.6 4973.6 .0 PAGE 3B Paee. 41 A fRES ;i sS SATES - DESIGN COMPUTATIONS R-2 F- 5 Iccr_ �,,rl�. C-�o�{es {tee.-- w� U r 0.18 2/0 0v"1 . 45 pig I, ZA— (, f 4o, C des R- i 0 --¢ cG,ti,��l-� C: �.�d��D�(oS�ib•�Ll�%p•la��' (p.45x134��+�•bZX¢,9i 100-,TlAM- p� �6�C2� �r�;tte�r V,R- FI,iA R-Q since it is . w osd cQis 1) oveal": T, = , = (0•3 w�`I t , 4,51/3 2% -� �roa ! = 2•LI N ` n Project No. 341-02i Remarks Computation by to I l �f Project Name 1 - Jla� �Y!` u Checked by Date Title/hem :-- . 1_ I_ 1 J._ 1 .{ n i A I Sheet 1 Of n 1 /SIRES 1 ASSOCIATES - DESIGN COMPUTATIONS 1 2V3 1 R'Z: TL= f40 \: 2.7rti�n 2/3 2,5 1 �-�= Tom' I.B�-(f•I- i,zs(oas�%,� �oC1� = 14.2 �-'� 1, 4-51/3 Z 1 1 R_2: 9 ll- r R-5 S 62 1 R-1 � Quo= 1,25xo,�a-�S�io,ra�� = 4•g, �� 1 R-2'' too = �1,25�(��4�i�Xa• 18� = l,5 S-2 24.3ck 1 Project No. A_L-)Z)y Remarks Computation by Date 70 Project Name' ` \ 'l t 1 P 'T Checked by Date i ime,nom -ice �. _ n i DRAINAGE CRITERIA MANUAL 5 3C I-- 2 C Z w U cc w a 10 Z w a O 5 N w cc 3 O U 2 w F- 1 RUNOFF 1 1 ■ ii ; • . aiiii WIN MEINC ii � e���i�' =s�►tea �ii®01 iiii�' 5' l s .5 ' 1 2 3 1 5 VELOCITY IN FEET PER SECOND 10 20 ' FIGURE 3-2. ESTIMATE OF AVERAGE FLOW VELOCITY FOR USE WITH THE RATIONAL FORMULA. 1 *MOST FREQUENTLY OCCURRING "UNDEVELOPED" ' LAND SURFACES IN THE DENVER REGION. REFERENCE: "Urban Hydrology For Small Watersheds" Technical ' Release No. 55, USDA, SCS Jan, 1975. 5 1-84 URBAN DRAINAGE & FLOOD CONTROL DISTRICT 1 1 1 1 1 1 1 1 G I C ASSOCIATES DESIGN COMPUTATIONS loo-fir rov\olf '�-4 suw �ao-�Ia� Q(CO _ �1 2C��0.(pI��D.(oS+D•l8 r 1.34� d 9�C5 9 iti�r\ 0110o= (� SL14 T �or ru&J Ti icS �tb A ezc,L._ 5�^� - Project No. _OZ Remarks Computation by� Date 17 Ilt I Project Name -� (iv 1 ),1 ,D u7� Checked by Date Title/Rem Rhnnt 'I r,f r'1 favmS ASSOCIATES DESIGN COMPUTATIONS ' Co vv-fOl�-' (Mc>4 �0. �I rs V-5 CA'W of R-t, i-0 , 3jI A F Meet o,o�o ttG lode 1. 4510 _ C vela O. 415 NFL co I QG 4 FrD.V, 5ie,� I00-�r Tiwz of �Yrtit j.� s I- I.Z9617-4-7)TLO0 + �1 I�. n = 3.� VA( 'A Z'V3 (O- % WG , Ralf,f0l' Project No. M r 'vGclJu� Remarks Computation by Date 9 20 Project Name i VINL Checked by Date Title/hom).. _ _ ..I moot / M +7 ' -ASSOCIATES DESIGN COMPUTATIONS ' 100-�( ruVIA5: ' R'5= Q= = 0.21 5 ' 2—car �ivv�Or�" (�t1a�n�111�,5� ' Truof ��v can{ra�Ie,� I•r67(I.I - 0+ r ' a;-3 � �Tc..= I�S�(I.l—�eA•57 5 �,.. 1Q�? �1 > — (5,8.,.:�� 2 I .ks 3 2 -� TC, = Ir�f (I. c-o.�a->� tin) + j = 6.� VA; F L 1 1Project No. Re Project Name ( v✓� I marks \ I 1 Ch cked by by Date 9 Title/kem �Y r o h V Sheet /_ of 7 AVRES ASSOCIATES DESIGN COMPUTATIONS i- r 2 ETS - - o.6 (a, L' Project No. n �Gil Remarks l�tpw� Computation by Date 20 � p� 1" 95 Project Name I ; I ! I Checked by Date Titles/hem I—, ' - //I . / Shnn1 , M a. AVRES ASSOCIATES DESIGN COMPUTATIONS ' Refe' io `7400LAr S de Cr- �r jeov -l-riL pyvtes-- - 1 I}_� 3 19" X 36'' e��•iP�ic� fiZLP (egviv. tourd c%, ' TW et✓,:� 62.5- Cp Alles c l�,vU(AAs �t- r,q Cili6 ,- qC4) Ctl filk 4iout Lorfeslil Wi lit-e- U-Ir Qtco Sg.g cc, culUcJs tu��(l ti = 5,9 /s Ce,�crC{G rc��uT V�u•kVa� �o/ ' 19" x 30" RCP � 9 1 R= A = 3.3f2- = 0.49' 0 Project No. F Remarks Computation by Date' t Project Name It-1t0�..� � I 1� (S 1 f •�(�. I� V Checked by Date Title/hem n I- 1 I . .. _ . _ _ a 1 I. ! i -. - , _ ,/ _ , i i , _+- ah..m . m - AVRES ASSOCIATES DESIGN COMPUTATIONS �h= 0,013Z(5,9h z NO + 325 (5,9 )? L�= 2.15' Tkuef6re) U k<Od ttr el-v4te,\ mi lu uH(ems e 4 `f t t t�tivlica l PCP is = for f6 ( Jca�/v RAG JLt 04eM GoujrJoi � wCre� 6&J- dd6-A Gl UJetr, sur tau— /�"B✓ ad uFW24CavA 5400 LL+I . `Thus , we, WA 40 ce-C�oV' Owf* kl&ou�lc. NI-q•1s 1; lk vv*,� S�rVA &0(/1,., —� A%ome we uAl hive a �" Abs-NIZ Pi from. sib« p+b0 {v 2-4 53. -r6- kvJ r2 IS C9 f.5 Csw-�ie Fir disci aar z &= V f kV2 J A �t, tom. fu ! l pi rx Flew �• R _ p _ ¢ Lv b I Project No. ' -L�Z DO gemarks Computation by /� Date iD 95 Project Name I, „ GI VA Wl I h I yup Checked by Date Title/Rem / ... — .J „ 1. . J ,... �� : _ C 11 _1 - I . , i i _t-.- Sham I nt J I 'J I I I I 1 I I I I 1 1 / VRES ASSOCIATES DESIGN COMPUTATIONS 2.25= �•0�2' g3b44J r VZ Vik i FCJ.) I- Z5. A9 cis 'IA Ab5 - N rZ l G I5 e� T✓_. `� Ars_NIZ `l_0�5 2.25 " 0•�t2Z _ Z� z 6 � Q = 39. d- cF5 �-- rGc aci{ff� I of ?(o " p � p�(exceed s &.9, r 1 oul) oT 31•-5 65 Use. i�(-,�) . 1 Project No.A A ��ZrZ Remarks Computation by Date A 9 Y\ Project NameLi- ,,ft1� y I'S 1 tl 17v� Checked by Date QI AVRES ASSOCIATES - DESIGN COMPUTATIONS I Ge '' �►x ►� l2 P� �r� d�� lots f,,t 'J f df G�Ou�tti 'f ° Will Cold �I 3 CFs UJe 316,0 T /, a fed.uoyt.ak fagot nLrLu _6 Pti Project No. Remarks Computation by Date�o Project Name V 1VM" 1I ( W Pup Checked by Date Title/Hem c- „ - ...., _ '.. I . � . ' I- 1, ., .-C -, . 'f-� , r- - LL Sheet I of I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 cl N e-- 0-0 11 CD / Slate9� { m — a CO / /6 L8 z�c a fn `:� It it ° go \\ate IfE I / 1 Drainage Basin 1.94ac SENSE m BEER Basin Boundary Existing Contours �\ Proposed Contours 43 Lot Number FF 69.90 First Floor Elevation m m `EXISTING RESIDENCES 182E m7DRAINAGE M M _ _MMMM 'r1F 74 L, 1824 1816 1812 R-3 .. t74AM 1.34ac g974 � \ RIGINAL — REPORT �� ,y Ii,9.m •no,m 1O vml• I ULL EXTENT '� 1804 Drainage Bonn Area teat Runnn coenmlein O. Idol D� Iota) R-I 065 0.74 L5 4a R-2 Oils 074 04 15 R-3 EAR 0.45 1.3 0.7 R-4 49 062 64 243 R-5 0.06 045 0.1 02 R-6 0.31 074 07 2A OF OFFSITE BASINS. n9 :"rvo 3"GRATES � R ♦ r) - \ ORIGINAL DRAINAGE I y]s n1 Ov00 .RE. INLET 1970 one=aae I• _ REPORT CAN BE •�E E1 aRnE-ae3 t \ ' 0 06ac 920 .aa EXAMINED AT THE j I lases aC 4gs wee \ STORMWATER UTILITY _ l E ARa1 \_ a...1 _6-{ G GRATI e nzwl E9 9 1 - 91L 1 —LREI a. Ll. )a ADS I% ' o Ea15T RIP5'Pf -— -- SEE P P tB D- 04?4$It or if 0 o- s-000az - LTD/— \a d 4971 ele 10' J '_Lti0n A A 6 IREE ZON �7OUT OP nIL g •Inm,� 4971— 4969— ���1/lrrrLIMITS OF 4967— la' MAX. 'k" ./ I EXCAVATION 0 4963— II 36' ADS N-12 INV -62 ]3 4963 0 5 10 15 20 Scale: Horiz: I"=5' Crass Section 3-13 Vert: 1"-2' Sto 1+40 u69 09f MR✓L —11 LLIMITs Of —C N —11 q33 iss Isis Isis35 \1\ 34 /I-` 1 I Em � m m AMR Isis I 0.65ac 38 39 \ 40 , l g = immi Oils rest I REFEW rsse, �' 1 /II 1 l n30 IS 0 30 IF An F- \� On = r— ES IF 12'PVMI 313a 068 —{ I EEAVI IONIC I RAI " 2 15" ADS N-12 UINV =6390 49631 0 5i 10 IS 20 25 Scale: Horiz: I"=5 Cross Sect on C-C .Dirt 1"-2' Stc 3•I7 25 PAVEMENT 30 35 4973 C TREE ZOliLj [0i OR FI - 4971 4969 4967 ,Zk- N 0 t — So- ,.Iw..e.r \ FF AT,7 41 IF 73.70 m 4 q FF 73.40J IjjI 42 73 40 1� 48 FF 7L40,7L40, IL 43 Dy 90 R. !1 6990 0.31ac FF w / \ RIxB[ W N 0 IV TYPE a' µ.act O IF ED ii _ Ou n ' n II OI P_— 4. PVMT 4 CONC 12 PVMT PAN ' 0a Q..31.3ote 0.0.73' l= 5 A05-N@ I INV =6469 49650 6 10 15 1 210 1 Scale: Hertz: I"=5' Cross Section D-D Vert: 1"-2' Sto 3.93 e I A, '� m Sir�E a RIP ( LEE m m � m O TREE ZONE IUL�6uT oR RIP � I76[I D.I S' 48 PAVEMENT 4971 Q 30 35 Ia" 4969 496]I I 0 5 �EI PPVEMENI /LIMITS OF EXCA VAiION ()RI " -6707 IOv.=6Lm 1D Is zo 25 30 4 80 - �` 1A. ExISTINO-- poll RATE•]26x L� 4975 j ✓- } _ __ __ — 4975 O.B6% �INISH GRAIL TIRE6WALE WISH GRAD- GRL GRAIL-6e.5o �- GRATE=66.90 4970— t..lS'msaDPE.. L411 LRPTE-65 0 14Z% NI2 SLOPE= -- - IS' 2� ADS - ` 4965 4 194 LF 36' L IFNI2 `p. ls'p 5-YI,L __"- 965-. ]5 L.Y. 56' 5L9y 3Eu "3O Poi-NI2 0.55 1 5LOPE.OSY -- Ta RCP So OYE . — _ r 49LI 60 Nv fit 1 C C Fix EGG ow AIR, EIRE FEE --RE - 0+00 1+00 2E00 3+00 4+00 5B00 5+O0 7r00 8+00 PROFILE OF WESTERN STORM DRAIN (, oS4 _ LCt o9 .,Cole HOr Z. i O Nert--1"-2' SCALE HCE IZ. =50' VERT:"=5' r `o RIP SIP L , N � r 8 �Is1E N gp W d H U u N Q Z Q LU a 0 J Q 0 Z m 00 0 U Z Z cN CC cc W m V Ali in ej WIII z ZC9co �Q Qa aQ JJJ)J10 _ f O