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Home My WebLink About891380.tiff STORM DRAINAGE DESIGN REPORT BEEBE DRAW FARMS AND EQUESTRIAN CENTER REPLAT OF FIRST FILING WELD COUNTY, COLORADO JANUARY 1989 \`\\\4BE* ��s ;; • 2. -9 • /tl I An nn�n o�o�\�\\\\\\� ARIX Corporation 800 8th Avenue Greeley, CO 80631 Project No. 83255.04 691380 TABLE OF CONTENTS Section Page No. 1. Project Description 1 2. Design Criteria 3 3. Hydrologic Analysis 3 4. Culvert and Ditch Design 7 Appendix A. Supporting Data and Calculations B. HEC-1 Computer Runs C. Storm Drainage Report First Filing July 1985 D. Revised Drainage Plan (Pocket) 890271 LIST OF TABLES Table Page 1. Hydrologic Characteristics 5 2. Retention Design Summary 6 3. Culvert Design Summary 8 4. Ditch Design Summary 9 890271 1. PROJECT DESCRIPTION Beebe Draw Farms and Equestrian Center is located in Sections 4, 8 and 9, Township 3 North, Range 65 West of the 6th P.M. , 8 miles east of Platteville, Colorado. The subdivision consists of about 200 lots three to five acres in size which are designed to facilitate equestrian activities. The subdivision is rural in character with large open areas and access provided by gravel roads. The site is located in an area of sand hills with numerous natural depressions. Runoff from the area is low due to the high infiltration rates of the sandy soil and runoff storage in the depressions. The original plans and drainage report for the First Filing of the Subdivision were submitted in June 1985. The drainage report was revised in July 1985. Minor changes to the road plan and profile were submitted in May 1988. The current revision of the First Filing includes relocation of the access roads and lots in the west portion of the subdivision. These changes were made to improve the location Af the lots on the sand hill topography. This report provides a completely new drainage analysis for the drainage basins affected by the current revisions. The revised basins include 17 of the original 31 drainage basins listed in the July 1985 report. The locations of the revised basins are shown in Figure 1. The drainage analysis includes determination of the storm runoff hydroyraphs for the 50-year event, ditch and culvert sizing and evaluation of the ponding depth in depressions. All discharge from the revised drainage basins are contained in depressions so that there is no net outflow from the revised basins and no change to downstream facilities. Drainage basins which were not affected by the revisions were not included in this analysis. A copy of the July 1985 report is attached in Appendix C as a reference. -1- 890271 - --- —ri_< r. --1 ' P- �Y w) \. O_____,-) i ',2 i, ? `.90,, 0:1 ii q6 4800 �1 31 2 i, •3 © / 1 � 4]6] p P 1I \ ., p gip. \ IIcG /- Q$ as \ p ' ' 1 X50 p r yar 6' iIr� 7 .�/I � _ . 4]ee t /i - VJ it yr 51-)27 > q�l O AJ V 6p - pq _, 49'0 9j / µ9y % t II \\ _i p c\ m �II Bpp e963 \� u l O Py �„ � ,11 µ9� `� V�\ �p\ 111., 0\ o O =ai. ij 0 ©� 0 of �� ' r O II 49]5 D N It '' ) 1 i/c( (42 ri‘ m\ .\ ,‘) () \\Q) ,itOcke;c:) C6,CI : '-)(e) ,o \7 * 09 Drainage Boundary ` �J ,a,\ tbit) 4---- r o 8 --, ‘:1/4‘ j , vii: , ---, , , _ ,) , {:),,,„ , ... .. „). ,, . , , , .. 0„, ., , \\ i,,,,,- ,-,-- --\ , ___, , ) ii ) , .„,)) c„. ,,,,-- -.2,C 494. v o `i 4823 9 Q , \ �1� ( (-- Q — N --______„_ \, _.\--) J 1 �. \A— i (-I-7-:_. <a5p r ,J ,,_, \_- = 1 \ 49'] ♦ /� , , , L, ��p$ �\ �j o �� Map Showing �� ''gip rp �,. 11 Drainage Area Affected by Replat al ,.; ki ),\, , r,-, N, ,/(,) , c), ,_, Beebe Draw Farms and Equestrian Center of V \\,\, ,P0 �f4900 _ J:\��\ � �� aml J Weld County Colo as Scale 111 = 2000' `\ J\ \ Date Jan. 1989 ARIX Corp. ..nc I A440 2. DESIGN CRITERIA The storm drainage facilities were designed for a storm with a 50-year recurrence interval . The 50 year storm was used in the July 1985 report. The hydrologic analysis was based on Standard SCS and Corps of Engineers methods. Culverts and ditches were designed in accordance in Colorado Department of Highways standards. 3. HYDROLOGIC ANALYSIS The Corps of Engineers HEC-1 Flood Hydrograph Package was used for the analysis. The computation options were chosen so that the results are similar to those obtained using the SCS Method. Rainfall depths for the 50 year event were taken from the NOAA Atlas 2 Vol . III Colo. A six hour storm duration was used. The rainfall was distributed over the over the six hour period using the hypothetical storm distribution in HEC-1. The maximum intensity used was .68 inches in five minutes. Infiltration losses were based on the SCS curve number method. The default value for initial rainfall loss based on the curve number was used. The SCS dimensionless unit hydrograph method was used to determine the runoff hydrographs. The data required for the method includes basin area, lag time and curve number. Basin area was taken from 500 scale 2 foot contour mapping. Lag time was computed using the Standard SCS equation with flow path length and basin slope determined from the topographic mapping. Curve numbers were taken from the previous drainage report and verified for suitability. The prevailing soil in the area is Valent sand which has high permeability and is SCS hydrologic soil Group A. The SCS Procedures for Determining Peak Flows in Colorado (TR 55) indicate that the runoff curve number of a Group A soil for range land in poor condition is 68. The curve number used in the July 1985 report is 73 which appears to be on the high side. The results using this curve number can be regarded as conservative. -3 g90271 Hydrographs were routed to discharge points using the kinematic wave method. The geometry of the channels for routing were approximated from the design ditch sections or from the topography. Approximate channel slopes were taken from the topo mapping. Reservoir routing was calculated for each depression in which major ponding would occur. Storage elevation data was obtained from topographic mapping. Storage elevation data is listed in Appendix A. Outflow was assumed to occur by infiltration only. The infiltration was estimated using the equation: Q = KL (B+2H) eq 8 p. 232, Groundwater and Seepage by Harr 1962 where Q = total seepage rate - CFS K = permeability F/S L = length of basin - Ft. B = width of basin - Ft. H = depth of ponding - Ft. The permeability was estimated as one foot per day (1.16 x 10-5F/S) which is a moderate rate for fine sand as taken from the U.S.B.R. Groundwater Manual . The total seepage rates calculated for infiltration were very low and were probably not significant in determining the maximum ponding depth. The hydrologic data for each basin is listed in Table 1. Results of the routing in the depression areas is listed in Table 2. Printouts of the computer runs are included in Appendix B. The location of all drainage basins, peak flows and maximum water surface elevations in depressions are shown on the map in Appendix D. -4- 890271 TABLE 1 HYDROLOGIC CHARACTERISTICS Basin Peak Basin Area Length Slope T lag Discharge No. (Ac) (Mi2) CN (ft) % (hr) (cfs) A 96 15.1 0.0236 73 1500 4.0 .50 13 A 10 92.4 0.1444 73 4050 5.4 .96 47 A 11 26.1 0.0407 73 2550 4.1 .76 16 A 12 12.3 0.0192 73 1350 3.8 .47 11 A 12a 2.3 0.0036 73 450 5.0 .17 3 A 13 14.1 0.0220 73 1750 2.8 .68 9 A 15,9 40.2 0.0628 73 1720 4.0 .56 31 A 15,9a 14.1 0.0220 73 1000 2.6 .45 13 A 16 58.3 0.0911 73 1170 6.3 .33 B 1 7.2 0.0112 73 1250 4.0 .43 7 C 1 23.2 0.0363 73 2000 3.1 .72 15 C la 21.8 0.0341 73 1500 4.2 .49 18 C lb 3.6 0.0056 73 550 8.0 .16 6 C 2 3.2 0.0049 73 450 6.0 .16 5 C 3 5.7 0.0090 73 750 3.4 .31 6 C 4 46.2 0.0722 73 2200 4.8 .62 33 C 8a 6.4 0.0100 73 950 10.0 .22 9 -5- 890271 TABLE 2 RETENTION DESIGN SUMMARY Maximum Peak Max. 50-yr. Storage Infiltration Inflow Water Surface Depth Volume Rate No. Location (cfs) (ft - rnsl ) (ft) (Ac Ft) (cfs) A16 N. of Parkway & 153 4887.3 5.3 18.5 4 E. of Badminton Cla S. of Parkway at 18 4894.4 2.4 1.4 1 Association Hdqtrs. C4 Area enclosed by 54 4882.7 8.7 5.8 1 Ledyard Rd. South and Burghley Ct. C8a Lot 92 9 4888.5 2.5 0.4 0 -6- 8902''!1. 4. CULVERT AND DITCH DESIGN The culverts were designed using standard Colorado Department of Highways procedures. Capacity was determined from the inlet control charts for corrugated metal pipe using entrance type 3 (projecting) . Headwater to diameter ratios were limited to 1.5. Headwater was allowed to pond to the road shoulder. A minimum cover of 1.0 foot was provided for all culverts. Culvert design calculations are summarized in Table 3. Detailed calculations are included in Appendix A. The standard road side ditch as indicated in the typical road section was used at all locations except at culvert outlets and where required to convey discharge to a positive outfall . A special design trapezoid ditch was in these locations to provide additional capacity. The locations of the trapezoid ditches are shown on the map in Appendix D. Calculations for the capacity of the ditches is summarized in Table 4. 890271 -7- TABLE 3 CULVERT DESIGN SUMMARY Drainage Peak Size H.W. Basin Areas Flow Dia. Req'd. Location Station No. (Acres) (cfs) (in) (ft) Fairbanks Rd. 0+30 A13 14. 1 9 18 2.3' North Fairbanks Rd. 14+25 Al2 14.6 12 24 1.9' North Al2a Fairbanks Rd. 21+00 A10 118.5 62 42 4.4 North All Cul de sac off Fairbanks Rd. N. 9+94 Al2a 2.3 3 18 1.0 Cul de sac off Double Fairbanks Rd. N. 23+86 A10 92.4 47 36 x 22 2.6 Fairbanks N. Ct. 8+70 Al2a 28.7 24 30 2.8 Al2 A15,9a Double Badminton Rd. 0+30 Al2a 83.0 62 30 3.5 Al2 A15,9a A15,9 A13 Beebe Draw 39+52 Clb 3.6 6 18 1.6 Farms Parkway Ledyard Rd. S. 16+40 81 30.4 21 30 2.8 Cl Ledyard Rd. S. 25+55 C2 3.2 5 18 1.4 Ledyard Rd. S. 32+90 C3 5.7 6 18 1.6 Burghley Ct. 18+58 81 85.5 54 36 4.8 Cl C2 C3 C4 -8- 890211. TABLE 4 SUMMARY OF DITCH CALCULATIONS Approx. Slope Peak flow Depth Velocity Location (%) (cfs) (Ft. ) (F/S) Dnstr. of 42" culvert at Fairbanks Rd. N. 0.40 69 1.2 4.3 Dnstr. of 24" culvert 0.20 12 0.7 1.5 at Fairbanks Rd. N. Dnstr. of 30" culvert 0.4 24 0.9 2.4 Fairbanks North Court Dnstr. of Double 30" culvert 0.2 62 1.7 2.4 Badminton Court Dnstr. of 30" culvert 0.2 21 1.0 1.8 Ledyard Rd. South Dnstr. of 18" culvert 0.2 5 0.5 1.2 Ledyard Rd. South (Sta 25+55) Dnstr. of 18" culvert 0.2 6 0.5 1.2 Ledpard Rd. South (Sta 32+90) Dnstr. of 36" culvert 3.2 54 0.8 6.3 Burghley court Note: All ditches listed are trapezoid in shape with 8 foot wide bottoms and 4 to 1 side slopes. Mannings roughness is estimated at .03. 890271 APPENDIX A 890271 CLIENT A' -0 JOB NO. 9% z 5' 0z C CT AR I MADE E lilts iO4 DATE V/(I4 9 CHECKED BY CALCULATNIN DDB SHEET OF So YE DE P/'/ /'7, /1-1 GatVe iv o4-4 ATG.L S. 1/ac , la-77 GUt,o, 17e/el,/ O"- Gr'r%71 / hr, z35 „ oht 5, 00 24 A, 3, Z hr = 0, 31Z � ,00) f .658 (2, 3S) z, 57 " he-, = d. 5-77. 7 5,0o) t- . 1O3 (0, 3 S) = 2. 7`x' Mtn 0, (O0 /0 I, 0 C / S 1, feel' 50 /, &Co ,°ljC -1 Et tir;2 y S O, lg,y8 / /, ./ / Cc() 2,3S Zhr 7, 5-7 3hr 0, 74 lvh� 3.00 890271 CLIENT Fi, - '/ JOB NO. 9. C o -t- C ��' PROJECT CALCULATIONS MADE Erg V44 DATE f/'7? 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O n o -• u _1 2. a > II ., U. J c I H II L1 C 1•, v ,-1 3 H m m Y U G 01 Z O Z 3 1 2 W m' .� I.i F .-7 7 Y W • . V L <n 7 IA a O F.A O• : i II II N s v ..1 O i [al N V^' W 5 " " V U y a H OCJ ,�J\\\ffi y mC7 CC U 0 ti Q r a , 1W^ U O u v1 i N U d Y U 1 1.4 0 u W W H , i O `^ y 0 u u 1 a co F W I .7 1 F SZ I X z 6 X Uw w d .' IJ `'Io O d .-i w 3t I< 0 N N W0. V' -` 1 W W E u u V1 .. I ti „ I V.) J a• a 4 o w z Z ad MN G d N = .t Fc t U �-.NV-- M C W O O I . Q��v Q H C a I .c890271 APPENDIX B 890271 .-1 !.r.T: PAGE 1 ITHE ID.... 1 2 3..,....4.,..,..5 6 ,...,..,8,......9......10 1 ID BEEBE DRAW FARMS f2 E 2 ID 50 YR RUNOFF /`J 3 ID SCS UNIT HYT'ROGRAPH METHOD WITH KINIMATIC CHANNEL ROUTING 1 ` A 4 ID FILE 00.1 /� 5 IT 2 300 /1_ r Z 6 IO 5 0 �T 7 KK Al2A 4 / , `/4 8 KM RUNOFF FROM SUB Al2A 9 KO 0 f4- 4=7 J 10 PH 0 .68 1.34 2.35 2.57 2.74 3.00 , J 11 BA .0036 1:! LS 0 73. 0 /7' 17 13 UD .17 14 KK Al2 4 1 (r 15 KM RUNOFF FROM SUB Al2 V. KO 0 C j 3 17 F'H 0 0 .68 1,34 2.35 2.57 2.74 3.00 18 BA .0192 tc 19 LS 0 73. 0 20 UD .47 21 KK CB1 22 KM COMBINED SUB Al2,6126 i 7 c4 n 23 KO 0 1 24 HC 2 25 KK RTE1 26 KM ROUTE Al2,Al2A 2 KO 0 28 RK 900 .0110 .050 TRAP 8. 4. 29 KK A159A 30 KM RUNOFF FROM SUB A15-9A 31 KO 0 32 PH 0 0 .68 1.34 2.35 2,57 2.74 3.00 33 BA .0220 33 LS 0 73.0 0 35 UD .45 36 KK CB2 37 KM COMBINE SUB A15-9A 38 KO 0 39 HC 2 4 KK RTE2 41 KM ROUTE Al2,Al2A,A15-9 42 KO 0 43 RK 750 .0040 .050 TRAP .0, 30. 890271 LINE IID 1 2 3 4 5 6 8 9 10 44 KR A159 45 KM RUNOFF FROM SUB A15-9 :;.6 KO 0 47 PH 0 0 .68 1.34 2.35 2,57 2.74 3.00 40 BA .0623 49 LS 0 73.0 0 50 UII .56 `_.1 KR A13 -52 KM RUNOFF FROM SUB A13 533 KO 0 54 PH 0 0 .68 1.34 2.35 2.57 2.74 3.00 55 BA .0220 LS 0 73, 0 57 UIi .68 58 KR RTE3 59 KM ROUTE A13 6f) KO 0 61 RR 1700 .0130 .050 TRAP 2. 4. 62 KR CB3 63 KM COMBINED SUB A13,A15-9,C82 64 KO 0 65 HC 3 66 RR A16 L ' KM RUNOFF FROM SUB A16 68 KO 0 69 PH 0 0 .68 1.34 2.35 2.57 2.74 3.00 70 BA .0911 71. LS 0 73. 0 72 UI' ,33 7, KR £18 74 KM RUNOFF FROM SUB C1B 75 KO 0 76 PH 0 0 .68 1.34 2.35 2.57 2.74 3.00 77 BA .0056 78 LS 0 73, 0 79 U3 .16 f; RR CI',04 81 KM COMBINE A16,C1B,CB3 82 KO 0 8:3 HC 3 R4 KR A10 55 KM RUNOFF FROM SOB A10 86 KO 0 7 PH 0 0 .68 1,34 2.35 7.57 2.74 3.00 ; 8 RA .1444 89 LS 0 73. 0 90 UIi .96 890271 L8LINE ID 1 2 3 4 5 6 • .......9...,..10 91 KK All 92 KM RUNOFF FROM SUB All 93 KO 0 94 PH 0 0 .68 1.34 2.35 2.57 2.,74 3.00 95 BA .0407 96 LS 0 73, 0 97 UD .76 9: KK A98 99 KM RUNOFF FROM SUB A9B 10'4 KO 0 101 PH 0 0 .68 1.34 2,35 2.57 2,74 3.00 102 BA .0236 103 LS 0 73, 0 104 UD .50 105 KK CB4 106 KM COMBINE 10,11,98 107 KO 0 108 HC 3 109 KK RTE4 110 AM ROUTE 610,611,98 itl KO 0 112 RN. 1500 .0060 .050 TRAP 8, 4. 113 KK CBS 114 KM COMBINE ALL_ SUB 115 KO 0 116 HC 2 117 KK RS1 118 KM ROUTE THROUGH DETENTION AREA 11? KO 1 0 17,0 RS 1 ELE'J 4882. 121 SV 0, 1.44 8.3 23.8 48.7 82,8 124.0 171.0 122 SE 4882. 4884. 4886. 4888, 4890. 4892. 4894. 4896. 123 SO 0. .7 2.-8 5,2 7.43 10,1 11.7 13,3 _124 7.7 830271. Alok FLOUT '!ROGRAPH PACKAGE HEC-1 (IBM XT 512K VERS.. -FEB 1,1985 U.S. ARMY CORPS OF ENGINEERS, THE HYI!ROL.OGIC ENGINEERING CENTER, 6,i SECOND STREET, DAVIS, CA. 95616 **** BEEBE DRAW FARMS 50 YR RUNOFF SCS UNIT HYDROGRAPH METHOD WITH KINIMATIC CHANNEL. ROUTING FILE B8.1 6 I0 OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL OSCAL. 0. HYDROGRAPH PLOT SCALE IT HYDROGRAPH TIME DATA NMIN 2 MINUTES IN COMPUTATION INTERVAL IRATE 1 0 STARTING DATE ITIME 0000 STARTING TIME NO 300 NUMBER OF HYDROGRAPH ORDINATES L:. 1 0 ENDING DATE NDTIME 0758 ENDING TIME COMPUTATION INTERVAL .03 HOURS TOTAL TIME BASE 51.97 HOURS ENGLISH UNITS *** *** -*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *********!1**** * * 7 KK * Al2A * * * ************** 9 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL. IPLOT 0 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE *** *** *** *** *** *** *** *** *** *** *** *** *** *** .*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** 14 KK * Al2 A * 16 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE 890271 ************** a 21 KK * CB1 x * ************** 23 KO OUTPUT CONTROL. VARIABLES IPRNT 5 PRINT CONTROL ?PLOT 0 Pj..nT CONTROL OSCAL 0. HYDROGRAF'H PLOT SCALE *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** * 25 KK * RTE1 * * * ************** 27 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL. 'PIOT 0 PLOT CONTROL OSCA!. 0. HYItROGRAPH PLOT SCALE *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** * * 29 KK * A159A _k * * ************** 31 KO OUTPUT CONTROL. VARIABLES IPRNT _5 PRINT CONTROL IPLOT 0 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE *** (** *** *** *** *** *** *** -*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** * R 36 KK * CB2 * * ************** 38 KO OUTPUT CONTROL. VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE 890271 v y * * 40 RR t RTE'2 Y * * ****4c*******4* 42 KO OUTPUT CONTROL VARIABLES IPRNT S PRINT CONTROL IPLOT 0 PLOT CONTROL. OSCAL 0. HYDROORAPH PLOT SCALE *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *4***44******* * * 44 KR * A159 * *************4 46 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE *4* *** *** *** *** *** *** 4** *** *** *** *** *** *4* *** *** *** *** *** *** *** *** *** *** *** *4* *** *** *** *** *** *** **:************ * * 51 KR * A13 * * * ************ .* 53 Kit OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL -PLOT 0 PLOT CONTROL OSCAL 0. HYDROORAPH PLOT SCALE *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** * * `C+ KR * RTES * * y y{I *4****4******* 60 KO OUTPUT CONTROL. VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL OSCAL 0. HYDROORAPH PLOT SCALE *4* *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *4* **4 *** *** *** .,.........�a..,... 89 271 oC . . ************** 64 KO OUTPUT C"NTRiOL VARIABLES IPRNT 5 PRINT CONTROL. IPLOT 0 PLOT COONTROL. OSCAL 0. HYDROGRAPH PLOT SCALE *** *** *** *** *** *** *** *:* *** *** *** *** *** *** *** TTT *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** j************?,*y * * 66 KK * A16 * 4 ************** hP KO OUTPUT CONTROI. VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE 4** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** * * 73 KK * CIB :* * * ************** 75 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL. OSCAL 0. HYDROGRAPH PLOT SCALE *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** * * 80 KK * 0804 4 * ************** 82 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL. IPLOT 0 PLOT CONTROL. OSCAL 0. HYDROGRAPH PLOT SCALE *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***-*** *** *** Rb KO OUTPUT CONTROL VARIABLES IPRNT S PRINT CONTROL IPLOT 0 PLOT CONTROL OSCAL 0. HYIFROGRAPH PLOT SCALP. *** *** *** -*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** `** *** *** *** *** *** ************** * * 91 KK * A11 * * ************** 93 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL. OSCAL 0. HYUROGRAPH PLOT SCALE *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** * * 98 NK * A9B * * ************** 100 KO OUTPUT CONTROL. VARIABLES IPRNT S PRINT CONTROL. IPLOT 0 PLOT CONTROL OSCAL 0. HYUROGRAPH PLOT SCALP. *** *** *** *** *** *** *** 4** *** *** *** *** *** *** *** *** *** *** *** *4* *** *** *** *** *** *#* *** *** *** *** *** *** ************** * * 105 KK * CB4 * * * ************** 107 KO OUTPUT CONTROL. VARIABLES IPRNT 5 PRINT T ONTROI. IPLOT 0 PLOT CONTROL. OSCAL 0, HYDROORATPH PLOT SCALE *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 1** ******:4******* 109 KK * RTF4 * 890271 111 KO OUTPUT CONTROL. VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL OSCAL 0, HYDROGRAPH PLOT SCALE *** *** *** *A* *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** -*** *** *** ************** * * 113 KK * CB5 * * * ************** 115 KO OUTPUT CONTROL VARIABLES IPRNT S PRINT CONTROL. IPLOT 0 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE *** *** *** *** *** *** *** *** ***-*** *** *** ***1** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** * 117 KK * RS1 * z * ************** 119 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL IPLOT 0 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE. HYDROGRAPH ROUTING DATA 120 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES ITYF' ELEV TYPE OF INITIAL CONDITION RSVRIC 4882.00 INITIAL. CONDITION X .00 WORKING R AND-D COEFFICIENT 121 SV STORAGE .0 1.4 8.3 23.8 48.7 82.8 124.0 171.0 122 SE ELEVATION 4882.00 4884.00 4836.00 4388.00 4890.00 4892.00 4894.00 4896.00 1'3 SO DISCHARGE 0. 1. 3. 5. 8. 10. 12. 13. 890271 .,.r ., ..v:.,4.fil;. k. .,.., ....AAA n. .. .,. ,A. A+p4,,,F :AC%*AAAA .Ar,lx ;.A**At*I', x;.,,.,i., ;iik*AllF AX i#: A0Oh;AXA *i*Ag**A****)0-4*A1K***AI:K*** �ptt yyyyyy ,�yy O�y�r.yyy.y�yy yy.�yy y �yy.+.yyy y.y�ry�yy �r�r�r Jry ♦ y �yi L�r A HY� � UIRIJJGyR�A♦RHH�y� rAT STATION yT yAyT yI yON.y.y�y.yyy RS1 y y +y* Syr **.y**+yy*y *.y.y y**yyy*** ** *.y.y * ry**yy * * OP: MON HRMN ORI1 OUTFLOW STORAGE STAGE * PA MON HRMN ORD► OUTFLOW STORAGE. STAGE * 0A MON HRMN OR8 OUTFLOW STORAGE STA * * 1 0000 1 0. .0 4882,0 * 1 0320 101 0, .9 4883.2 * i. 0640 201 4. 18,3 4887 1 0002 2 0. .0 4882,0 * 1 0322 102 1. 1.1 4883.5 * 1 0642 202 4. 18.3 4887 1 0004 3 0. .0 4882,0 * 1 0324 103 1. 1.4 4883.9 * 1 0644 203 4. 18.3 4887 1 0006 4 0. .0 4882,0 * 1 0326 104 1. 1.6 4884.1 * 1 0646204 4. 18.4 4887 1 0008 5 0, .0 4882.0 * 1 0328 105 1. 2.0 4884.1 * 1 0648 205 4. 18.4 4887 1 0010 6 0. .0 4882,0 * 1 0330 106 1. 2,3 4884.2 * 1 0650 206 4. 18.4 4887 1 0012 7 0. .0 4882.0 * 1 0332 107 1. 2.6 4884.4 * 1. 0652 207 4. 18.4 4887 1 0014 8 0. .0 4882,0 * 1 0334 108 1. 3.0 4884.5 * 1 0654 208 4. 18.4 4887 1 0016 9 0. .0 4882..0 * 1 0336 109 1. 3.4 4884.6 * 1 0656 209 4. 18.4 4887 1 0018 10 0. .0 4882.0 * 1 0338 110 1, 3.8 4884,7 * 1 0658 210 4. 18.4 4887 1 0070 11 0. .0 4882.0 * 1 0340 111 2. 4.2 4884.8 * 1 0700 211 4. 18.4 4887 1 0022 12 0. ,0 4882.0 * 1 0342 112 2. 4.6 4884.9 * 1 0702 212 4. 18.4 4887 1 0024 13 0. .0 4882.0 * 1 0344 113 2. 5.0 4885.0 * 1 0704 213 4. 18.4 4887 1 0026 14 0. .0 4882.0 * 1 0346 114 2. 5.4 4885.2 4( 1 0706 214 4, 18.5 4887 1 0028 15 0. .0 4882,0 * 1 0348 115 2. 5.9 4885.3 * 1 0708 215 4. 18.5 4887 1 0030 16 0. .0 4882.0 * 1 0350 116 2. 6.3 4885.4 * 1 0710 216 4. 18.5 4887 1 003: 17 0. .0 4882,0 1 0352 1.].7 2. 6.7 4885.5 * 1 0712 217 4. 18.5 488 1 0034 t8 0. .0 4882,0 * 1 0354 118 2. 7.1 4885.6 * 1 0714 218 4, 18.5 4887 1 0036 19 0. .0 4882.0 * 1 0356 1.19 3. 7.5 4885.8 * 1 0716 21.9 4. 18.-5 4887 1 0038 20 0. .0 4882.0 * 1 0358 120 3. 7.9 4885.9 * 1 0718 220 4. 18.5 4887 1 0040 21 0. .0 4882,0 * 1 0400 121 3. 8.2 4886.0 * 1 0720 221 4. 18.5 488, 1 0042 22 0. .0 4982.0 * 1 0402 122 3, 8.6 4886.0 * 1 0722 222 4. 18.-5 4887 1 0044 23 0. .0 4882.0 * 1 0404 123 3. 9.0 4886.1 * i. 0724 223 4. 1.8.5 488; 1 0046 24 0. .0 4882.0 * 1 0406 124 3. 9,3 4886,1 * 1 0726 224 4. 143,-5 4887 1 0048 75 0. .0 4882.0 * 1 0408 125 3, 9.7 4886.2 * 1 0728 225 4. 18.5 488 1 0050 26 0. .0 4882.0 * 1 0410 126 3. 10.0 4886,2 * 1 0730 226 4. 18.5 488;' 1 0052 27 0. .0 4882.0 * 1 0412 127 3. 10.3 4886.3 * 1 0732 227 4. 18.5 488: 1 0054 2.8 0. .0 4882.0 * 1 0414 128 3. 10.6 4886.3 * 1 0734 228 4. 18.5 488% 1 0056 29 0. .0 4882,0 * 1 0416 _129 3. 10.9 4886.3 * 1 0736 229 4. 18.4 4887 1 0058 30 0. .0 4882.0 * 1 0418 130 3. 11.2 4886.4 * 1 0738 230 4. 18.4 488: 1 0100 31 0. ,0 4882.0 -* 1 0420 131 3. 11.5 4886.4 * 1 0740 231 4. 18.4 4887 1 0102 32 0. .0 4882.0 * 1 0422 132 3. 11.7 4886.4 * 1 0742 232 4, 18.4 4887 1 0104 33 0. .0 4882.0 * 1 0424 133 3. 12.0 4886.5 * 1 0744 233 4. 18.4 4887 1 0106 34 0. .0 4882.0 * 1 0426 134 3. 12,3 4886.5 * 1 0746 234 4. 18.4 488; 1 0108 35 0, .0 4882.0 * 1 0428 135 3. 12.5 4886.5 * 1 0748 235 4. 18.4 488, 1 0110 36 0. .0 4882.0 * 1 0430 136 3. 12.7 4886,6 * 1 0750 236 4. 18.4 488; 1 0112 37 0. .0 4882.0 * 1 0432 137 4. 13.0 4886.6 * 1 0752 237 4. 18.4 4887 1 0114 38 0. .0 4882,0 * 1 0434 138 4. 13.2 4886,6 * 1 0754 238 4, 18.4 4887 1 011-6 39 0. .0 4882,0 * 1 0436 139 4. 13.4 4886.7 * 1 0756 239 4. 18.4 4887 1 0118 40 0. .0 4882.0 * 1 0438 140 4. 13.6 4886.7 * 1 0758 240 4. 18.4 488% 1 0120 41 0. .0 4882.0 * 1 0440 141 4. 13.8 4886.7 * 1 0800 241 4. 18.4 4887 1 0122 42 0. .0 4882.0 * 1 0442 142 4, 14.0 4886.7 * 1 0802 242 4. 18.4 488; 1 0124 43 0. .0 4682.0 * 1 0444 143 4. 14.2 4886,8 * 1 0804 243 4. 18.4 488" 1 0126 44 0. .0 4882.0 * 1 0446 144 4. 14.3 4886.8 * 1 0806 244 4. 18.3 488 1 0128 45 0. .0 4882.0 * 1 0448 145 4. 14.5 4886.8 * 1 0808 245 4. 18.3 488. 1 0130 46 0. .0 4882.0 * 1 0450 146 4. 14.6 41186.8 1 1 0810 246 4. 18.3 4881 1 0132 47 0, .0 48R2,0 * 1. 0452 147 4. 14,8 4886.8 * 1 0812 247 4. 18.3 488 1 0134 48 0. .0 4882.0 * 1 0454 1488 4. 14.9 4886.9 * 1 0814 248 4. 18.3 488: 1 0136 49 0, .0 4882.0 * 1 0456 149 4. 15.1 4886.9 * 1 0816 249 4. 18.3 488- 1 0138 50 0, .0 4882.0 * 1 0458 150 4. 15,2 4886.9 * 1 0818 250 4. 18,3 488' 1 0140 51 0. .0 4882.0 * i. 0500 151 4. 15.3 4886,9 * 1 0820 251 4. 18.3 488 1 0142 52 0. .0 4882,0 * 1 0502 152 4. 15.5 4886.9 * 1 0822 252 4. 18.3 488 1 0144 53 0. .0 4882.0 * 1 0504 153 4. 15.6 4686.9 * 1 0824 253 4. 18.3 488- 1 0146 4 0. .0 4882.0 * 1 0506 154 4. 15.7 4887.0 * 1 0826 254 4. 18.3 488. 1 0148 55 0. .0 4882,0 * 1 0508 155 4. 15.8 4887.0 * 1 0828 255 894);2:74.2 488 1 0150 56 0. .0 4882.0 I 1 0510 156 4, 1.5,9 4887,0 1 1 0830 256 . *.2 488 h 4 ' A -ryl^ A .y { AU„1 a.t-. IC' 7 :no STWON ,; t. (1) INFLOW, (0) OUTFLOW 0. 20, 40♦ 60. P0. 100. 120. 140, 160. 0♦ 0. 0, (S) STORAGE 0. 0. 0, 0. 0, 0. 0. 5. 10. 15. 20. 0. 1JAHRMN PER 10000 11 , . S . -.----,.- -. • 10010 21 . S . . 10020 31 . S . 10030 41 . . . 5 . 10040 51 , 5 . . . 10050 61 . . 5 . 10100 71 . , . S . . 10110 81 . S . 101 91 . .. . S 10130 10I . . S , . 10140 111 S 10150 12I , . S . , _10200 131 . ♦ . S . , , , 10210 141 , 5 . . 10220 151 . ♦ 5 , . 10230 161 . , S . 1040 17 . 5 , 10250 18 . . S . 10300 190 . . 5 . 10310 200 S . . 10320 210 5 10330 220 S , . . 10340 23♦n . . . . 10350 24.0 , S • 10400 75♦n ♦ � . S . 10420 27. 0 . , , S. . . . 10470 27. 0 • :_-4-------4.4 S , 10430 28. 0 , .��{�, , 5 10440 ?9, 0 . fir. . . 5 . 10450 30. 0 , , S. . . 10500 31. 0 S 10510 32. 0 , . , S . 105?0 33, n . , 5 10530 34. 0 , . , . . 3 , 10540 35. 0 x 4 4 4 f 0 4 f 4 S . 10550 36. Li .7 , 5 , 10600 37, 0 y_ , . S . 10610 38. 0 /I , • . . . S . 10620 39. n i` . , 5 . 10630 40. 0 I . , . . . . 5 . . 10640 41, (1 X S 10650 42. G f , , , • ♦ , . ♦ , t • . 10700 43. 01 . . . . , . . , . L J , 10710 44, 0k' . S . . 107?0 45, 1/ . . S . . 10730 46. 7 . , S , . 10740 47.10 , . S . . 107`0 48.10 , . , . , , . S , . 10800 49,110 4 4 . 4 5 , 10810 50.10 , . , S . . 10820 511 0 5 10830 521 0 , , S . , 10840 531 n . S 10850 54I 0 . , , , . S , 10900 51 0 . S . . 10910 56I O . • . . . 890271• 10920 571 n 5 . RUNOFF SUMMARY FLOW 1N CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF OPERATION STATION FLOW PEAK 6-HOUR 24-HOUR 72-HOUR AREA STAGE MAX STAGE HYDRO(3RAF'H AT Al2A 3. 3.23 0. 0. 0. .00 HYDROGRAPH AT Al2 11. 3.63 2, 1, 1. .02 2 COMBINED AT CBI 12. 1.57 2. 1. 1. .02 ROUTED TO -RTE1 12. 3.63 .2. 1. 1. .02 HYDROGRAPH Al A159A 13. 3.60 2. 1. 1. .02 2 COMBINED AT CB2 24. 3,60 4. 2, 2. .04 ROUTED TO RTE2 24. 3.73 4, 2, 2, .04 HYDROGRAPH AT A159 31. 3.73 6. 3. 3. .06 HYDROGRAPH AT A13 9. 3.83 2, _1. 1. .02 ROUTED Tn RTE3 9. 4.00 2. 1. 1. .02 3 COMBINED AT CB3 63. 3.77 12. 7. 7. .13 HYDROGRAPH AT A1.6 62. 3.43 B. 5. 5. .09 HYDROGRAPH AT CIB 6. 3.27 1. 0. 0. .01 3 COMBINED AT CD04 111. 3.60 21. 13. 13. .23 HYDROGRAPH AT A10 47. 4.13 13. 8. 8, .14 HYDROGRAPH AT A11 16. 3.93 4. 2. 2. .04 HYDROGRAPH AT A9B 13. 3.67 2. 1., 1. .02 3 COMBINED AT CB4 69. 4.03 1,9. 12. 12. .21 ROUTED TO RTE4 69, 4,10 19. 12, 12. .21 2 COMBINED AT CB5 153. 3,77 40. 24. 24. .44 ROUTED TO RS1 4. 7,17 4, 3. 3, .44 4887.31 7,27 890271 HEM:-1 INPUT PAGE 1 LINE ID 1 2 3 4 5 6 8 9 10 1 ID BEEBE DRAW FARMS 2 ID 50 YR RUNOFF 412M S3 ID SCS UNIT HYDROGRAPH METHOD WITH KINIMATIC CHANNEL ROUTING 4 ID FILE BB.2 5 IT 2.0 300 6 IO 3 0 / / 7 KK B1 l 8 KM RUNOFF FROM SUB B1 9 PH 0 2 10 PH 0 0 .68 1.34 2.35 2.57 2.74 3.00 a 11 BA .0112 12 LS 0 73, 0 5 13 UD .43 14 KK RTE1 c 4 15 KM ROUTE B1 16 KO 0 17 RN 2000 .0130 .050 TRAP 50. 12.5 18 KK Cl 19 KM RUNOFF FROM SUB Cl 20 KO 0 21 PH 0 0 .68 1.34 2.35 2.57 2.74 3.00 22 BA .0363 23 LS 0 73.0 0 24 UD .72 25 KK CB? 26 KM COMBINE SUB B1,C1 27 KO 0 28 HC 2 29 KK RTE2 30 KM ROUTE B1,C1 31 KO 0 32 RK 800 .0040 .050 TRAP 8. 4. 33 KK C2 34 KM RUNOFF FROM SUB C2 35 KO 0 36 PH 0 0 .68 1,34 2.35 2.57 2.74 3.00 37 BA .0049 38 LS 0 73.0 0 39 UD .16 40 KK C3 -,/ 41 KM RUNOFF FROM SUB C3 42 KO 0 43 PH 0 0 .68 1.34 2.35 2.57 2.74 3.00 44 BA .0090 45 LS 0 73. 0 46 UD .31 801271 -AFC-1 INPUT PAGE LINE ID 1 2 3 4 5.......6...,..., 8 9 10 47 KK C4 48 KM RUNOFF FROM SUB C4 49 KO 0 50 PH 0 0 .68 1.34 2.35 2.57 2.74 3.00 51 BA .0722 52 L.5 0 73. 0 53 UD .62 54 KK CB3 55 KM COMBINED SUB A13,A15-9,C82 56 KO 0 57 HC 4 58 KK RS1 59 KM ROUTE THROUGH DETENTION AREA 60 KO 1 2 61 RS 1 E.LEV 4874. 62 SV 0. 0,10 0.8 2.2 4.56 .8.22 16.04 63 -SE 4874, 4876. 4878, 4880. 4882. 4884. 4886. 64 SO 0. .1 .3 .5 .7 1.2 3.0 65 ZZ 890271 FLOG" 'DROGRAPH PACKAGE HEC-1 (IBM XT 512K VERS' ) -FEB 1,1985 11.5, ARMY CORPSOF ENG,HEERS, THE HYDROLOGIC ENGINEERING CENTER, o,,, SECOND STREET, DAVIS, CA. 95616 **** BEEBE DRAW FARMS 50 YR RUNOFF SCS UNIT HYDROGRAPH METHOD WITH KINIMATIC CHANNEL. ROUTING FILE BB.2 6 10 OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE IT HYDROGRAPH TIME DATA NMIN 2 MINUTES IN COMPUTATION INTERVAL IRATE 1 0 STARTING DATE I(TME 0000 ≥TTARTING TIME MO 340 NUMBER OF HYDROGRAPH ORDINATES IODATE 1 0 ENDING DATE NDTIIE 0958 ENDING TIME COMPUTATION INTERVAL. .03 HOURS TOTAL TIME BASE 9.97 HOURS ENGLISH UNITS *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***-K** *** *** *** 1** *** *** *** *4* *** *** *4* #** *** ************** * * 7 KK 4 D1 * * 4 ************** 9 KO OUTPUT CONTROL VARIABLES IPRNT S PRINT CONTROL IPLOT 0 PLOT CONTROL. OSCAL 0. HYDROGRAPH PLOT SCALE *4* *** *** *** *** *** *** *** *** *** *** I** *** *** *** *** *4* *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** * 4 14 KK 4 RTE1 * * 4 ************** 16 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL OSCAL 0. HYDROGRAPH-PLOT SCALE 890271 ************** * * 18 KK * Cl * * * ************** 20 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL lit 0T 0 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE *** *** *** 1** *** *** *** *k* *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *4* *** *** *** *** *** *** *** ************** * * 25 KK * CB2 * -* * ************** 27 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE *4* *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** * * 29 KK -* RTE2 * * * ************** 31 KO OUTPUT CONTROL. VARIABLES IPRNT 5 PRINT CONTROL IPIOT 0 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE *** *** *** *** *** *** *** *** *** *** *** ***-*** *** *** *** *** *** *** *** *** *** *** -*** *** *** *** 1** *** *** *** *** ************** * -4 33 KK # C2 * * * ************** 35 KO OUTPUT CONTROL_ VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 F'LOT CONTROL OSCAI. 0. HYDROORAPH PLOT SCALE 890271 .:�.t, am.l, .-a.fi .' + r r.. ..'a.i X.K,Y ;:.?lit :*1. W A T'i:p . ; .x 4 *** *** **.. *** 0* y1* . (.:• ,...a i.,n i . Xx************ * 40 KK * C3 * * * ************** 42 KO OUTPUT CONTROL VARIABLES TPRNT 5 PRINT -CONTROL 11'lOT 0 PLOT CONTROL OSCAL 0. HYOROORRAPH PLOT SCALE *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***-*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** * * 47 KK * C4 * * ************** KO OUTPUT CONTROL VARIABLES IPRNT ; PRINT CONTROL IPLOT 0 PLOT CONTROL TISCAI. 0. HYBROGRAPH PLOT SCALE *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** * * 54 KK * CIr3 * * * ************** 56 KO OUTPUT CONTROL VARIABLES IPRNT i PRINT CONTROL 1PLOT 0 PLOT CONTROL. OSCAL 0. HYIIROGRAPH PLOT SCALE *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***-*** *** *** *** *** *** *** *** *** ************** * 58 KY, * RS1 * * * ************** 60 KO OUTPUT CONTROL VARIABLES TPRNT 1 PRINT CONTROL_ IPt OT 2 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE HYI'ROGRAPH ROUTING DATA 61 RS STORAGE ROUTING NSTF'S 1 NUMBER OF SUBREACHES 890271 ITYP ELEV TYPE OF INITIAL CONDITION 62 SV STORAGE .i .1 2.2 4.6 8.2 16.0 63 SE ELEVATION 4874.00 4876,00 4878,00 4880.00 4882.00 4884.00 4886.00 64 SO DISCHARGE 0, 0. 0. 1. 1. 1. 3. **" ************************************************************************************************************************ ******* HYDROGRAFH AT STATION RS1 ******************************************************************************************************************************** * * DA MON HRMN ORE' OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW ST0RAGF STAGE * DA MON HRMN ORD OUTFLOW STORAGE STA * * 1 0000 1 0. .0 4874.0 * 1 0320 101 0. .3 4876.5 * 1 0640 201 1. 5.8 4882 1 0002 2 0. .0 4874.0 * 1 0322 102 0. .3 4876.7 * 1 0642 202 1. 5.8 4882 1 0004 3 0. .0 4874.0 * 1 0324 103 0. .4 4876.9 * 1 0644 203 1. 5.8 4882 1 0006 4 0. .0 4874.0 * 1 0326 104 0. .5 4877.1 * 1 0646 204 1. 5.8 4882 1 0008 5 0. .0 4874.0 * 1 0328 105 0. ,6 4877,4 * 1 0648 205 1. 5.8 4882 1 0010 6 0. .0 4874.0 * 1 0330 106 0. ,7 4877.7 * 1 0650 206 1. 5.8 4882 1 0012 7 0. .0 4874.0 * 1 0332 107 0. .8 4878.0 * 1 0652 207 1. 5.8 4882 1 0014 8 0. .0 4874.0 * 1 0334 108 0. .9 4878.1 * 1 0654 208 1. 5,8 4882 1 0016 9 0. .0 4874.0 * 1 0336 109 0. 1.0 4878.3 * 1 0656 209 1. 15.8 4882 1 0018 10 0. .0 4874.0 * 1 0338 110 0, 1.1 4878.5 * 1 0653 210 1. 15.8 488: 1 0020 11. 0, .0 4874.0 * 1 0340 111 0. 1.3 4878.7 * 1 0700 211 1. 5.8 4892 1 0022 12 0. .0 4874,0 * 1 0342 112 0. 1.4 4878.9 * 1 0702 212 1, 5.8 4882 1 0024 13 0. .0 4874.0 * 1 0344 113 0. 1,5 4879,0 * 1 0704 213 1. 15.8 4882 1 0026 14 0. .0 4874.0 * 1 0346 114 0. 1.7 4879.2 * 1 0706 214 1. 5.8 4882 1 00.28 15 0. .0 4874,0* 1 0348 115 0. 1.8 4879,4 * 1 0708 215 1. 5.8 4882 1 0030 16 0. .0 4874.0 * 1 0350 116 0. 2.0 4879.6 * 1 0710 216 1. 5.8 4882 1 0032 17 0. .0 4874.0 * 1 0352 117 0, 2.1 4879,9 * 1 0712 217 1. 5.8 4882 1 0034 18 0. .0 4874.0 * 1 0354 118 1. 2.2 4880.0 * 1 0714 218 1. 5.8 4882 1 0036 19 0. .0 4874.0 * 1 0356 119 1. 2.4 4880.2 * 1 0716 219 1. 5.8 4802 1 0038 20 0. .0 4874.0 * 1 0358 120 1, 2,5 4880.3 * 1 0713 220 1. 5.8 4882 1 0040 21 0. .0 4874.0 * 1 0400 121 1. 2.7 4880,4 * 1 0720 221 1. 5.8 4882 1 0042 22 0. .0 4874.0 * 1 0402 122 1. 2.8 4880.5 * 1 0722 222 1. 5.8 4882 1 0044 23 0. .0 4874,0 * 1 0404 123 1. 3.0 4880,6 * 1 0724 223 1. 5.8 4882 1 0046 24 0. .0 4874.0 * 1 0406 124 1. 3.1 4880.7 * 1 0726 224 1. 5.8 4882 1 0048 25 0. .0 4874.0 * 1 0408 125 1. 3.2 4880.9 * 1 0728 225 1. 5.8 4882 1 0050 26 0. .0 4874,0 * 1 0410 126 1. 3.3 4881.0 * 1 0730 226 1. 5.8 4882 1 0052 27 0. .0 4874.0 * 1 0412 127 1, 3.4 4891.0 * 1 0732 227 1. 5.8 4802 1 0054 28 0. .0 4874.0 * 1 0414 128 1. 3.5 4881.1 * 1 0734 228 1. 5.8 4882 1 0056 29 0. .0 4874.0 * 1. 0416 129 1.. 3.6 4881.2 * 1 0736 229 1. 5.8 4882 1 0058 30 0. .0 4874.0 * 1 04I3 130 1. 3.7 4881.3 * I 0738 230 1. 5.8 4882 1 0100 31 0. .0 4874,0 4 1 0420 131 1. 3.8 4881.4 * 1 0740 231 1. 5.8 488:. 1 0102 32 O. .0 4874.0 * 1 0422 132 1. 3.9 4881.5 * 1 0742 232 1. 5.8 4882 1 0104 33 0. .0 4874,0 * 1 0424 133 1. 4.0 4881.5 * 1 0744 233 1. 5.8 488: 1 0106 34 0. .0 4874,0-* 1 0426 134 1. 4.1 4881,6 * 1 0746 234 1. 5.8 4882 1 0104 35 0. .0 4874.0 * 1 0428 135 1. 4,2 4881.7 * 1 0748 235 1. 5.8 4882 1 0110 36 0. .0 4874.0 * 1 0430 136 1. 4.2 4881.74 1 0750 236 1. 5.8 488: 1 0112 37 0. .0 4874.0 * 1 0432 137 1. 4.3 4881.8 * 1. 0752 237 1. 5,8 489: 1 0114 38 0. .0 4874,0 * 1 0434 138 I. 4.4 4881.8 * 1 0754 238 1, 5.8 488: 1 0116 39 0. .0 4874.0 * 1 0436 139 1, 4.4 4881.9 * 1 0756 239 1. 5.8 48R: 1 0118 40 0. .0 4874.0 * 1 0433 140 I. 4.5 4881.9 * 1 0753 240 1. 5.8 488: 1 0120 -41 0. .0 4874.0 * 1 0440 141 1. 4,5 4882.0 * 1 0800 241 1. 5.8 48.8: 1 0122 42 0. .0 4874,0 * 1 0442 142 1. 4.6 4882.0 * 1 0802 242 1. 5.8 488: 1 0124 43 0. .0 4874.0 * _1 0444 143 I. 4,6 4882.0 * 1 0804_243 1. 5.8 488; 1 0126 44 0. .0 4874.0 * 1 0446 144 1, 4.7 4882.1 * 1 0806 244 1, 5.8 488: 1 0128 45 0. .0 4874.0 * 1 0448 145 1. 4.7 4882.1 4 1 0808 245 An 1. 5.8 488: 1 0130 46 0. .0 4874.0 * 1 0450 146 1. 4.8 4882,1-* 1 0810 246 4902718 488: 1 0132 47 0. .0 4874.0 * 1 0452 147 1. 4.8 4882.1 * 1 0812 2'17 = 0 -.. r. - .n-n1 r L , n.r. • 1f. . . n •nnn n . • nn1 , n,n 1 n .I r'.l)' 1 0148 55 0. .0 4P- 0 * 1 0508 155 1. 5.1 4P"" 3 * i 0828 255 1. 5.8 4882 1 0150 56 0. .0 4b. .0 * 1 0510 156 1. 5.1 4t .:3 * 1 0830 256 1. 5.8 4882 1. 0152 57 0. .0 4874.0 * 1 0512 157 1. 5.2 4882.3 * 1 0832 257 1. 5.8 4882 1 0154 58 0, .0 4874.0 A 1 0514 158 1, 5.2 4882.3 * 1 0834 258 1. 5.8 4882 1 0156 59 0. .0 4874.0 * 1 0516 159 1. 5.2 4882,4 .* 1 0836 259 1. 5.8 4882 1 0158 60 0. .0 4874.0 * 1 0518 160 1. 5.2 8882.4 * 1 0838 260 1. 5.8 4882 1 0200 61 0. .0 4874.0 * 1 0520 161 1. 5.3 4882.4 * 1 0840 261 1. 5.8 4887 1 0202 62 0. .0 4874.0 * 1 0522 162 1. 5.3 4882,4 * 1 0842 262 1. 5.3 4882 1 0704 63 0. .0 4874.0 * 1 0524 163 1. 5.3 4882.4 * 1 0844 263 1. 5.8 4882 1 0206 64 0. .0 4874.0 * 1 052.6 164 1, 5.3 4882,4 * 1 0846 264 1. 5.8 4882 1 0208 65 0. .0 4874.0 * 1 0528 165 1. 5.3 4882,4 * 1 0848 265 1. 5.8 4892 1 0210 66 0. .0 4874.0 1 1 0530 166 1. 5.4 4882.4 * 1 0850 266 1, 5.8 4882 1 0212 -67 0. .0 4874.0 * 1 0532 167 1. 5.4 4882.4 * 1 0852 267 1. 5,8 4882 1 0214 68 0. .0 4874.0 3 1 0534 168 1. 5.4 4882.5 * 1 0854 268 1. 5,8 4882 1 0216 69 0. .0 4874,0 * 1 0536 169 1. 5.4 4882.5 * 1 0856 269 1. 5.7 4882 1 0218 70 0. .0 4874.0 3 1 0538 170 1, 5.4 4882.5 * 1 0858 270 1. 5.7 4882 1 0220 71 0. .0 4874.0 * 1 0540 171 1. 5.5 4892.5 * 1 0900 271 1. 5.7 4882 1 0222 72 0. .0 4874.0 * 1 0542 172 1, 5,5 4882.5 * 1 0902 272 1. 5.7 4882 1 0224 73 0. .0 4874.0 * 1 0544 173 1. 5.5 4882,5 * 1 0904 273 1. 5.7 4882 1 0226 74 0. .0 4874.0 * 1 0546 174 1. 5.5 4882.5 * 1 0906 274 1. 5.7 4882 1 0228 75 0. .0 4874,0 * 1 0548 175 1. 5.5 4882.5 * 1 0908 275 1. 5.7 4882 1 0230 76 0. .0 4874.0 * 1 0550 176 1. 5.5 4882.5 * 1 0910 276 1. 5,7 4882 1 0232 77 0, .0 4874,0 * 1 0552 177 1. 5.5 4882,5 .* 1 0912 277 1. 5.7 4882 1 0234 78 0. .0 4874,0 * 1 0554 178 1, 5.6 4882.5 * 1 0914 278 1. 5.7 4882 1 0236 79 0. .0 4874.0 * 1 0556 179 1. 5.6 4882.6 * 1 0916 279 1. 5.7 4892 1 0238 80 0. .0 4874,0 -* 1 0553 180 1. 5.6 4882.6 * 1 0918 280 1. 5.7 4882 1 0240 81 0. .0 4874.0 * 1 0600 181 1. 5.6 4882.6 * 1 0920 281 1. 5.7 4882 1 0242 82 0. .0 4874.0 * 1 0602 182 1. 5.6 4882.6 * 1 0922 282 1. 5.7 4882 1 0244 83 0. .0 4874.0 * 1 0604 183 1. 5.6 4882.6 * 1 0924 283 I. 5.7 4882 1 0246 84 0. .0 4874.0 * 1 0606 184 1, 5.6 4882.6 * 1 0926 284 1. 5.7 4882 1 0249 05 0. .0 4874.0 * 1 0608 185 1. 5.6 4882.6 * 1 0928 285 1. 5.7 4882 1 0250 86 0. .0 4874.03 1 0610 186 1. 5.7 4882.6 * I 0930 286 1. 5.7 4882 1 0252 87 0. .0 4874.0 * 1 0612 187 1. 5.7 4882,6 * 1 0932 287 1. 5.7 4882 1 0254 88 0. .0 4874,0 * 1 0614 188 1. 5.7 4882.6 * 1 0934 288 1. 5.7 4882 1 0256 89 0. .0 4874.0 * 1 0616 189 1. 5.7 4882.6 * 1 0936 289 1. 5,7 4882 1 0258 90 0. .0 4874,0 * 1 0618 190 1. 5.7 4882.6 * 1 0938 290 1. 5.7 4882 1 0300 91 0. .0 4874.0 * 1 0620 191 1, 5.7 4882.6 * 1 0940 291 1. 5.7 4882 - 1 0302 92 0. ,0 4874.1 * 1 0622 192 1. 5.7 4882,6 * 1 0942 292 1. 5.7 4882 1 0304 93 0. .0 4874,2 * 1 0624 193 1. 5.7 4882.6 * 1 0944 293 1. 5.7 4882 1 0306 94 0. .0 4874.4 * 1 0626 194 1. 5.7 4882.6 * 1 0946 294 1, 5.7 4882 1 0308 95 0. .0 4874.8 * 1 0628 195 1. 5.7 4882.6 * 1 0948 295 1. 5.7 488: 1 0310 96 0. .1 4875.2 * 1 0630 196 1. 5.8 4882.7 * 1 0950 296 1. 5.7 4882 1 0312 97 0. .1 4875.8 * 1. 0632 197 1. 5.8 4882.7 * 1 0952 297 1. 5.7 4882 1 0314 -98 0. .1 4876.1 * 1 0634 198 1, 5.8 4882.7 * 1 0954 298 1, 5.7 4982 1 0316 99 0. .2 4876.2 * 1 0636 199 1. 5.8 4892.7 * 1 0956 299 1, 5.7 4882 1 0318 100 0. .2 4876.3 * 1 0638 200 1, 5.8 4882.7 * 1 0958 300 1. 5.7 4882 * * *****0************* ****************#**104******#*#4Xl;***1********k#1*******************1>K****************1*********>X*7K>X****** PEAK FLOW TIME MAXIMUM AVERAGE FLOW (CFS) (H8) 6-HR 24-HR 72-HR 9.97-HR 1. 7.07 (CFA) 1. 1.. 1. 1. (INCHES) .057 .060 .060 .060 (AC-FT) 0. 0. 0. 0. PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE (AC-FT) (HR) 6-HR 24-HR 72-HR 9.97-HR 6. 7.33 5. 3. 3. 3, PEAK STAGE TIME MAXIMUM AVERAGE STAGE (FEET) (HR) 6-HR 24-HR 72-HR 9.97-HR 4882.69 7.30 4882.43 4879.40 4879.40 4879,40 890271. r'JIMfl ATTiic P�,CA = .13 r{1 N( .3 S! TION RS1 (I) INFLOW? ..U) OUTFLOW 0. 10. 20 30. 40. 50. 60, 0. 0. 0. 0♦ 0. (g) STORAGE 0. 0. 0. 0. 0. 0. 0. 2. 4. 6. 0. 0. DARWIN-PER 10000 11 , , I S 4 4 4 4 . 10010 21 . . r a o r 10070 31 S . 4 4 4 . 10030 41 , S , 10040 5T S . 4 10050 61 . S ♦ , . 10100 71 4 4 S . 4 4 4 . 10110 81 . . S t . . 1.0120 91 4 . . S . 10130 101 . 5 r r 10140 11T S 10150 121 . . S . . 10200 131 S 10210 141 , S . , 10720 151 . . . . , S 4 4 . 4 • 10230 161 . . . S ♦ 10240 171 . . S . . 10300 190. r S 4 . 4 t . 10310 200 -.. . . S . . . 10320 210 ---"--1.-- S 10330 220 ♦ S . ♦ 10340 230 40.......4„ • S S . , 10350 240 . . ♦) S, . ♦ 10400 25.0 . , . . 1 . . S . . . . 10410 26.0 1'" ' S , 14420 77.0 S. • ♦ 10430 29,0 „,, 1' . 0 P , ,S I r 10440 29.0 4 ,.T . . 0 . S 10450 =30.0 ♦ .I' , S . 10500 3 1 0 X S 10510 32.0 1/ . . t , S r • . 10520 33.0 /1 . ♦ . ♦ . . , S . . . 10530 34.0 1 . . S . 10540 35.0 f , . 4 . . . S , . . 10550 36.0 1 . . . . S . . 10600 37,0 4 . • . . , . . . S S . . ♦ 10610 38.0 k . . . S . . 10620 .19.0 y , . . . S. . . 10630 40.0 , . . S♦ . 10640 41 0 1 S 10650 42,01 . . , . S, t , 10700 43.07 -S. 4 . 10710 44.1 . . t , S, . 10720 45.1 S. . 10730 46.1 S. o . 10740 4710 • S, , . 10750 4810 . . S. t , 10800 4910 . • . . S. . 10810 5010 S, . ♦ — 890271 RUNOFF SUMMARY FLAW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN -SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF OPERATION STATION FLOW PEAK 6-HOUR 24-HOUR 72-HOUR AREA STAGE MAX STAGE HYDROGRAPH AT -D1 7. 3.57 1. 1. 1. .01 ROUTED TO RTE1 6. 3.93 1. 1. 1. .01 HYDROGRAPH AT Cl 15. 3.90 3. 2. 2. .04 2 COMBINED AT CR2 21. 3.93 A. 3. 3. .05 ROUTED TO RTE2 21. 4.00 4. 3. 3. .05 HYDROGRAPH AT C2 5. 3.23 0. 0. 0. .00 HYDROGRAPH AT C3 6. 3.43 1. 0. 0, .01 HYDROGRAPH AT t4 33. 3.80 7. 4. 4. .07 4 COMB(NED AT CP3 54. 3.90 12. 7. 7. .13 ROUTED Tn RS1. 1. 7.07 1. 1. 1. .13 4882.69 7.30 *** NORMAL END OF HEC-1 *** 890271 HEC-1 INPUT ISE 1 LINE ID 1 2 3 4 5 6 i 8 9 10 1 ID BEEBE DRAW FARMS 2 ID 50 YR RUNOFF /-Ci-4 3 ID SCS UNIT HYDROGRAPH METHOD WITH KINIMATIC CHANNEL ROUTING 4 ID FILE RR.3 � � J� 4 5 IT 2.0 180 6 10 5 0 7 KK A1A 8 NM RUNOFF FROM SUB AlA 9 KO 0 10 PH 0 0 .68 1.34 2.35 2.57 2.74 3.00 11 RA .0341 12 LS 0 73. 0 13 UU .49 14 KK RS1 15 KM ROUTE THROUGH DETENTION AREA 16 KO 1 0 17 RS 1 ELEV 4892. 10 SV 0. .9 3,4 8.4 16.9 19 SE 4892. 4894. 4896. 4898, 4900. 20 SO 0. .5 .8 1.8 2.8 21 77_ 890271 A *)k FLOO' 'DROGRAPH PACKAGE HEC-1 (IBM XT 517K VERS -FEB 1,1985 U.S. ARMY CORPS OF ENGwEERS, THE HYDROLOGIC ENGINEERING CENTER, 6vi SECOND STREET, DAVIS, CA, 95616 **** BEEBE DRAW FARMS 50 YR RUNOFF SCS UNIT HYDROGRAPH METHOD WITH NINJMATIC CHANNEL ROUTING FILE BB.3 6 I0 OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL. IPLOT 0 F'LOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE IT HYDROGRAPH TIME DATA NMIN 2 MINUTES IN COMPUTATION INTERVAL IDATE 1 0 STARTING DATE ITJME 0000 STARTING TIME NO 180 NUMBER OF HYDROGRAPH ORDINATES NDDATE 1 0 ENDING DATE NOTIME 0558 ENDING TIME COMPUTATION INTERVAL .03 HOURS TOTAL TIME BASE 5,97 HOURS ENGLISH UNITS *** *** *** -*** *** *** **'* *** *** *** *** ***-*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *4* *** *** *** 4** ************** * * 7 KK * A1A * * * ************** 9 KO OUTPUT CONTROL. VARIABLES IPRNT 5 PRINT CONTRO►. IPLOT 0 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** * * 14 KK * RS1 * * * ************** 16 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL IPLOT 0 PLOT CONTROL OSCAL 0, HYDROGRAPH PLOT SCALE 890271 NSTPS 1 NUMBER OE SUBREACHES ITYP E' TYPE OF INITIAL CONDITION F;SVRIC 4892.uu INITIAI. CONDITION X .00 WORKING 8 AND D COEFFICIENT 18 SV STORAGE .0 .9 3.4 8.4 16.9 19 SE ELEVATION 4892.00 4894.00 4896.00 4898.00 4900.00 20 SO DISCHARGE 0. 1. 1. 2. 3. *** ******************************************************************************************************************************** HYDROGRAPH AT STATION 8S1 ******************************************************************************************************************************** * * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STA * * 1 0000 1 U. .0 4892.0 * 1 0200 61 0. .0 4892.0 * 1 0400 121 1.. 1.0 4894 1 0002 2 0. .0 4892.0 * 1 0202 62 0, .0 4892.0 * 1 0402 122 1. 1,0 4894 1 0004 3 0. .0 4892.0 * 1 0204 63 0. .0 4892.0 * 1 0404 123 1. 1.0 4894 1 0006 4 0. .0 4892.0 * 1 0206 64 0. .0 4892.0 * 1 0406 124 1. 1.0 4894 1 0008 5 0. .0 4692.0 * 1 0208 -65 0. .0 4892.0 * 1 0408 125 1. 1.1 4894 1 0010 6 0. .0 4892.0 * 1 0210 66 0. .0 4892.0 * 1 0410 126 1. 1.1 4894 1 0012 7 0. .0 4892.0 * 1 0212 67 0. .0 4892.0 * _1 0412 127 1. 1.1 4894 1 0014 8 0. .0 4892.0 * 1 0214 68 0, .0 4892.0 * 1 0414 128 1. 1.1 4894 1 0016 9 0. .0 4092.0 * 1 0216 69 0. .0 4892.0 * _1 041-6 129 1. 1.1 4894 1 0018 10 0. .0 4892.0 * 1 0218 70 0. .0 4892.0 * 1 0418 130 1. 1.1 4894 1 00220 11 0. .0 4892.0 * 1 0220 71 0. .0 4892,0 * _1 0420 131 1. 1.2 4894 1 0022 12 0. .0 4892,0 * 1 0222 72 0. .0 4892,0 * 1 0422 132 1. 1.2 4894 1 0024 13 0. .0 4892.0 * 1 0224 73 U. .0 4892.0 * 1 0424 133 1. 1.2 4894 1 0026 14 0. .0 4892.0 * 1 0226 74 0. .0 4892.0 * 1 0426 134 1. 1.2 4894 1 002B 15 0. .0 4892.0 * 1 0228 75 0. .0 4892.0 * 1 0428 135 A. 1.2 4894 1 0030 16 0. .0 4892.0 * 1 0230 76 0. .0 4892.0 * 1 0430 136 1. 1.2 4894 1 0032 17 0. .0 4892.0 * 1 0232 77 0. .0 4692.0 * 1 0432 137 1, 1.2 489' 1 0034 18 0. .0 4892.0 * 1 0234 78 0. .0 4892.0 * 1 0434 138 1. 1.2 4894 1 0036 19 0. .0 4892.0 * 1 0236 79 0. .0 4892.0 * 1 0436 139 1.. 1,2 4894 1 0038 20 0. .0 4892.0 * 1 0238 -00 0. .0 4692.0 * 1 0438 140 1. 1.3 4894 1 0040 21 0. .0 4092.0 * 1 0240 81 0. .0 4892.0 * 1 0440 141 1. 1.3 4894 1 0042 22 0. .0 4892.0 * 1 0242 82 0. .0 4892.0 * 1 0442 142 1. 1.3 4894 1 0044 23 0. .0 4892.0 * .1 0244 83 0. .0 4892.0 * 1 0444 143 1. 1.3 4894 1 0046 24 0. .0 4892.0 * 1 0246 84 0. .0 4892.0 * _1 0446 144 1. 1.3 4894 1 0048 25 0. .0 4892,0 * 1 0248 85 0. .0 4892.0 * 1 0448 145 1. 1.3 4894 1 0050 26 0. .0 4892.0 * 1 0250 -86 0. .0 4892.0 * 1 0450 146 1. 1.3 4894 1 0052 27 0. .0 4892,0 * 1 0252 87 0. .0 4892.0 * 1 0452 147 1. 1.3 4894 1 0054 28 0. .0 4892.0 * 1 0254 88 0. .0 4892.0 * 1 0454 148 1. 1.3 4894 1 0056 29 0. .0 4892,0 * 1 0256 -89 0. .0 4892.0 * 1 0456 149 1. 1.3 4891 1 0058 30 0. .0 4892.0 * 1 0258 -90 0. .0 4892.0 * 1 0458 150 1. 1.3 4891 1 0100 31 0. .0 4892_.0 * 1 0300 91 0. .0 4892.0 * 1 0500 151 1. 1.3 4891 1 0102 32 0. .0 4892.0 * 1 0302 92 0. .0 489�2.0 * 1 0502 152 1. 1.3 489 1 11104 33 0, .0 4892.0 * 1 0304 93 0. .0 4892.0 * 1 0504 153 1. 1.3 489 1 0106 34 0. .0 4892.0 * 1 0306 -94 0. .0 4892,0 * 1 0506 154 1. 1.3 489, 1 0108 35 0. .0 4892,0 * 1 0308 95 0. .0 4892.0 * 1 0500 155 1. 1.3 489• 1 0110 36 0. .0 4892.0 * 1 0310 -96 U. .0 4892.1 * 1 0510 156 1. 1.3 489, 1 0112 37 0. .0 4892.0 * 1 0312 97 0. .0 4892.1 * 1 0512 157 1. 1,3 489, 1 0114 38 0. .0 4892.0 * 1 0314 98 0. .1 4892,1 * 1 0514 158 1. 1.3 489' 1 0116 39 0. .0 4892.0 * 1 0316 99 0. .1 4892.2 * 1 0516 159 1. 1.4 489 1 0118 40 0. .0 4892.0 * 1 0318 100 0. .1 4892.2 * 1 0518 160 1. 1,4 489, 1 0120 41 0. .0 4892.0 * 1 0370 101 0. .1 4892.3 * 1 0520 161. A. 1.4 489, 1 0122 42 0. .0 4892.0 * 1 0322 102 0. .2 4892.4 * 1 0522 162 1,4 489•• 1 0124 4:3 0. .0 4892,0 * i 0324 103 0, .2 4892.4 * i. 0524 163 �'�4,71489 .�. . n ,nn-1 n 4 , n7-1! ,n. r. •rM rr c .. . ,.C^1, ., , q .fin 1 0130 46 U. .0 »39.0 * 1 0330 106 .� 1892,7 1 0530 166 1. . 1.4 4894 1 0132 47 0. .0 4f J * 1 0332 107 0. .4 41 8 * 1 0532 167 1. 1.4 4894 1 0134 48 U. .0 48,1:.0 .4 1 0334 108 0. .4 48',1.9 * 1 0534 168 1. 1.4 4894 1 0136 49 0. ,0 4892.0 * 1 0336 109 0. .5 4893.1 3 1 0536 169 1. 1.4 4894 1 0138 50 0. .0 4892.0 4 1 0338 110 0. .5 4893.2 * 1 0538 170 1. 1.4 4894 1 0140 51 0. .0 4892.0 * 1 0340 111 0. .6 4893.3 * 1 0540 1.71 1, 1.4 4894 1 0142 52 0. .0 4892,0 * 1 0342 112 0. .6 4893.4 * 1 0542 172 1. 1.4 4894 1 0144 -,`,3 0. .0 4892.0 * 1 0344 113 0. .7 4893.5 * 1 0544 173 1. 1.4 4894 1 0146 54 0. .0 4892,0 * 1 0346 114 0. .7 4893.6 * 1 0546 174 1. 1,4 4894 1 0148 55 0. .0 4892,0 * 1 0348 115 0. .8 4893.7 -4 1 0548 175 1. 1.4 4894 1 0150 56 0. .0 4892.0 * 1 0350 116 0. .8 4893.8 * 1 0550 176 1. 1.4 4894 1 0152 57 0. .0 4892.0 * 1 0352 117 0. .8 4893.9 * 1 0552 177 1. 1.4 4894 1 0154 58 0. .0 4892,0 * 1 0354 118 0. .9 4893.9 * 1 0554 178 1. 1.4 4894 1 0156 59 0. .0 4892.0 * 1 0356 119 1. .9 4894,0 * 1. 0556 179 1. 1.4 4894 1 0158 60 0. .0 4892.0 * 1 0358 120 1, .9 4894.0 * 1 0558 180 1. 1.4 4894 * * #************************************t****************************************************************************************** PEAK F10W TIME MAXIMUM AVERAGE FLOW (CFS) (HR) 6-HR 24-HR 72-HR 5.97-HR 1. 5.80 (CFS) 0. 0, 0. 0, (INCHES) .058 .058 ,058 .058 (AC-FT) 0, 0. 0. 0. PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE (AC-FT) (HR) ,S-HR 24-HR 77-HR -5.97-HR 1. 5.97 0. 0. 0. 0. PEAK STAGE TIME MAXIMUM AVERAGE STAGE (FEET) (HR) 6-HR 24-HR 72-HR -5.97-HR 4894.40 5.97 4892.90 4892.90 4892.90 4892.90 CUMULATIVE AREA = .03 SO MI 890271 STATTON iS1 (I) INFLOW► u? OUTFLOW 0. 2. 4. 6. 8. 10. 12. 14. 16. 18. 0. 0. (S) STORAGE .0 .0 .0 .0 .0 .0 .0 .4 .8 1.2 1.6 .0 _DAHRMN PER - 10000 11 S * . 10010 2I 4 . 4 , 4 S , . . , 4 10020 31 . . S . 10030 41 S . 6 . • 10040 `iI . . , S . , 10050 6I . S • , 10100 7J . . S . . 10110 3I o . . S . • , 10120 9T 9 . . 10130 107 . • . 0 . S . . . 10140 111 S 10150 121 . , S . 10700 13I 9 • . . , 10210 147 , . S 4 . . 10220 151 a a 4 4 . S . . 4 . 10230 161 . S . . . 10240 1':! . . . . 5 . . • 10250 1 S , 0 . 10340 19(N S . 10310 200 . _ f 4 4 .S 4 0 0 1 . 10320 210 S 10330 22.0 4 , 10340 23.0 , . S . 10350 24. 0 • . . • 10400 25. 0 . . S 0 1 . 10410 26. 0 . e_1— . . S . 10420 27, 0 . y1�—r . . . S . . 10430 28. 0 t . ,--I-'_ . . . S. . . 10440 29. 0 . �' , . , , . , ,S . . 10450 30. 0 X + . S . / 10500 31 0 S 10510 32, 0 . . S . 10520 33. 0 . . 4 . . . . . . S 4 • 10530 34. 0 . S . 10540 35. 0 , . , 4 4 , . 4 , S 4 4 10550 36, 0 . . . . , . . . . 5 . . 10600 37. 0 I . . . . , , , , . S , , 10610 38. 0 ,r . , S t . 10620 39. Oil . S 4 . 10630 40. . • , S , 10640 41. 0 S 10650 42. 0 . • . , I S 0 . 10700 43./1 0 S • . 10710 441 0 a , , 4 , . , . I S 4 4 10720 45. 0 . S . 10730 467 0 . S * • 10740 477 0 • • S . 10750 481 0 . S . 10800 491 0 . • • • , S • . 10810 `0I--0 t t , • 1 S t . 890271 RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN-SOUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF OPERATION -STATION FLOW PEAK 6-HOUR 24-HOUR 72-HOUR AREA STAGE MAX STAGE HYGROGRAPH AT AlA 18. 3.60 3. 3. 3. .03 ROUTED TO RS1 1. 5.80 0. 0. 0. .03 4894.40 5.97 - **I NORMAL END OF HEC-I II* 890271 ".. -_ ;NF J I FA1E 1 t Jt'F ID.......1.......1 3 4 5 6 8 9 10 1 2 ID DEERE DRAW FARMS �� 3 Iii 50 YR RUNOFF 4 ID SCS UNIT HYDROGRAFH METHOD WITH KINIMATIC CHANNEL ROUTING 5 ID FILE 80,4 A 0 A 6 IT 2.0 180 7 I0 5 0 8 KK A8A 9 KM RUNOFF FROM SUP ASA 10 KO 0 11 PH 0 0 .68 1.34 2.35 2.-57 2.74 3.00 12 BA .0100 13 LS 0 73. 0 14 UD .22 15 KK RS1 16 KM ROUTE THROUGH DETENTION AREA 17 KO 1 0 18 RS 1. ELEV 4886. 19 SV 0. .23 1.0 2.87 6.89 20 SF 4886. 4888. 4890. 4892. 4894. 21 SO 0. .1 .3 .8 1,6 22 27 890271 FLOOI ?ROGRAPH PACKAGE HEC-1 {IBM XT 512K VERS' -FEB 1,1985 U.S, ARMY CORPS OF ENGINEERS, THE HYDROLOGIC ENGINEERING CENTER, 6Ur SECOND STREET, DAVIS, CA. 95616 **** ERROR 1 CARD NO. I BEEBE DRAW FARMS 50 YR-RUNOFF SCS UNIT HYDROGRAPH METHOD WITH KINIMATIC CHANNEL ROUTING FILE 88.4 7 10 OUTPUT -CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 BLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE IT HYDROGRAPH TIME DATA NMJN 2 MINUTES IN COMPUTATION INTERVAL 'DATE I 0 STARTING DATE ITIME 0000 STARTING TIME NO 180 NUMBER OF HYDROGRAPH ORDINATES NDDATE 1 0 ENDING DATE NDTIME 0558 ENDING TIME COMPUTATION INTERVAL .03 HOURS TOTAL TIME BASE 5.97 HOURS ENGLISH UNITS *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***I** *** *** ****** *** *** *** *** *** *** *** *** ************** * * 8 KK * ABA * * * ************** _ Jo KT OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL Ii'l.OT 0 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE *** *** *** *** -*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** * * 15 KK * RS1 * * ************** I7 KO OUTPUT CONTROL. VARIABLES IPRNT I PRINT CONTROL. 89027j IPLOT 0 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE 18 RS STORAGE ROUTING NSTP5 s NUMBER OF SUBREACHES MP ELEV TYPE OF INITIAL CONDITION F;_> RIC 4886.00 INITIAL. CONDITION X .00 WORKING R AND D COEFFICIENT - 19 SV STORAGF. .0 .2 1.0 2.9 6.9 20 SE ELEVATION 4386,00 4888.00 4890.00 4892.00 4894.00 21 SC PISCHARGF 0. 0. 0. 1. 2. 11# 1>k11*1* '****#1#4'**********1*$****1*****************11*1**********4#4##****************#**1<#4****************K******************* HYI'ROGRAPH AT STATION RS1 11114***10*************#4*******1*********************41k**KKK#***************Kokt*******4**1c1*******kit**************>K*1********** * 1 DA MON HRMN ORD 00TFt.OW STORAGE STAGE * DA MON HRMN ORB OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STA * * 1 0000 1 0. .0 4886,0 1 1 0200 61 0. .0 4886.0 * 1 0400 121 0. .4 4888 1 0002 2 0. .0 4886.0 1 1 0202 62 0. .0 4886.0 * 1 0402 122 0. .4 4888 1 0004 3 0. .0 4886.0 * 1 0204 63 0. .0 4886.0 * 1 0404 123 0. .4 4888 1 0006 4 0. .0 4886.0 * 1 0206 64 0, .0 4886.0 * 1 0406 124 0. .4 488E 1 0008 5 0, .0 4886.0 * 1 0208 -65 0. .0 4886.0 * 1 0408 125 0. .4 4888 1 0010 6 0. .0 4886.0 * 1 0210 66 0. .0 4886.0 * 1 0410 126 0. .4 4888 1 001.2 7 0. .0 4886.0 * 1 0212 67 0. .0 4886.0 * 1 0412 127 0. .4 4888 1 0014 8 0. .0 4886.0 * 1 0214 68 0. .0 4886.0 * 1 0414 128 0. .4 488P 1 0016 9 0. .0 4886.0 * 1 0216 69 0. .0 4886.0 * 1 0416 129 0. .4 4888 1 0018 10 0. .0 4886.0 1 1 0218 70 0. .0 4886.0 * 1 0418 130 0. .4 4888 1 0020 11 0. .0 4886.0 * 1 0220 71 0. .0 4886.0 * 1 0420 131 0. .4 4888 1 0022 12 0. .0 4886.0 * 1 0222 72 0. .0 4886.0 1 1 0422 132 0. .4 4888 1 0024 13 0. .0 4886.0 * 1 0224 73 0. .0 4886.0 1 1 0424 133 0. .4 4888 1 0026 14 0. .0 4886.0 * 1 0226 74 0. .0 4886.0 * 1 0426 134 0. .4 4888 1 0028 15 0. .0 4886.0 1 1 0228 75 0. .0 4886.0 * 1 0428 135 0. .4 4888 1 0030 16 0. .0 4886.0 * 1 0230 76 0. .0 4886,0 * 1 0430 136 0. .4 4888 1 0032 17 0. .0 4886.0 * 1 0232 77 0. .0 4886.0 * 1 0432 137 0. .4 4888 1 0034 18 0. .0 4886.0 * 1 0234 78 0. .0 4886.0 1 1 0434 138 0. .4 4888 1 0036 19 0. .0 4886,0 3 1 0236 79 0, .0 4886.0 * 1 0436 139 0. .4 4888 1 0038 20 0. .0 4886.0 1 _1 0238 80 0. .0 4886.0 I 1 0438 140 0. .4 4888 1 0040 21 0. .0 4886.0 * _1 0240 81 0. .0 4836.0 * 1 0440 141 0. .4 4888 1 0042 22 0. .0 4886.0 * 1 0242 82 0. .0 4886.0 * 1 0442 142 0. .4 4888 1 0044 .-3 0. .0 4886.0 * 1 0244 83 0. .0 4886.0 * 1 0444 143 0. .4 4888 1 0046 24 0. .0 4886.0 1 1 0246 84 0, .0 4886.0 * 1 0446 144 0. .4 4888 1 0048 25 0. .0 4886.0 1 1 0248 85 0. .0 4886.0 * 1 0448 145 0. .4 4888 1 0050 26 0. .0 4886,0 * 1 0250 86 0. .0 4886.0 * 1 0450 146 0. .4 4888 1 0052 27 0. .0 4886.0 * 1 0252 87 0. .0 4886.0 * 1 0452 147 0. .4 4888 1 0054 28 0. ,0 4886.0 * 1 0254 88 0. .0 4886.0 * 1 0454 148 0. .4 488E 1 0 56 29 0. .0 4886.0 * 1 0256 89 0. .0 4086.04 1 0456 149 0. .4 488E 1 0054 30 0. .0 4886.0 * 1 0258 90 0. .0 4886.0 * 1 0459 150 0. .4 488E 1 0100 31 0. .0 4886.0 * 1 0300 91 0. .0 4886.0 3 1 0500 151 0. .4 4888 1 0102 32 0, .0 4886,0 X 1 0302 92 0. ,0 4886.0 1 1 0502 152 0. .4 488F 1 0104 13, 0, .0 4886.0 * 1 0304 93 0, .0 4886.1 3 1 0504 153 0. .4 4888 1 0106 34 0. .0 4886.0 * 1 0306 94 0. .0 4886.2 1 1 0506 154 0. .4 408E 1 0108 35 0. ,0 4886.0 * 1 0308 95 0. .0 4886,3 -* 1 0508 155 0. .4 4888 1 0110 36 0. .0 4886.0 1 1 0310 96 0. .0 4886.4 1 1 0510 156 0. .4 4881 1 011 .2. 37 0. .0 4886.0 * 1 0312 97 0. .1 4886.6 -1 1 0512 157 0. .4 4888 1 0114 38 0. .0 4886.0 1 1 0314 98 0. .1 4884.9 * 1 0514 158 0. .4 4888 1 011-4 39 0. .0 4886.0 * 1 0316 99 0. .1 4887,0 * 1 0516 159 0. .4 4888 1 0119 0 0. ,0 4886.0 .1 1 0318 100 0. .1 4887.2 1 1 0518 9� � .4 4881 .UP7,4 ; 4 nr^n i .00, !.:_'. 34 V. .0 •►836,0 k 1 04.6 104 0. .2 4887.9 * 1 0526 164 0, .4 4888 1 0178 45 0, .0 4F. 7 * 1 0328 105 0. .2 4( 0 * 1 0528 165 0. .4 4888 1 0130 46 0, .0 49ho.0 * 1 0330 106 0. .3 48bo,1 * 1 0530 166 0. .4 4888 1 0132 47 0. .0 4886.0 * 1 0332 107 0, .3 4888.1 * 1 0532 167 0. .4 4888 1 0134 48 0. .0 4886,0 * 1 0334 108 0. .3 4888.1 * I 0534 168 0. 1 6136 49 0. .4 4888 .0 4886.0 * 1 0336 109 0. .3 4888.2 * 1 0536 169 0. .4 4888 1 0132 50 0. .0 4886.0 * 1 0338 110 0, .3 4888,2 * 1 0538 170 0. .4 4868 1 0140 `,1 0. .0 4886.0 * 1 0340 111 0. .3 4888.2 * 1 0540 171 0. .4 4888 1 0142 52 0. .0 4886,0 * 1 0342 112 0. .3 4888.2 * 1 0542 172 0, .4 4838 1 0144 53 0, .0 4886.0 * 1 0344 113 0. .3 4888,3 * 1 0544 173 0. .4 4888 1 0146 54 0. .0 4886.0 * 1 0346 114 0. .3 4888.3 * 1 0546 174 0. .4 4888 1 0148 55 0. ,0 4886.0 * 1 0348 115 0. .3 4888,3 * 1 0548 175 0. .4 4888 1 0150 56 0. .0 4886.0 * 1 0350 116 0. .3 4888.3 * 1 0550 176 0. .4 4888 1 0152 57 0, .0 4886.0 * 1 0352. 117 0. .3 4888.3 * 1 0552 177 0. .4 4888 I 0154 58 0. .0 4886,0 * 1 0354 118 0. .4 4888.3 * 1 0554 178 0. .4 4888 1 0156 59 0. .0 4886.0 * 1 0356 119 0. .4 4888,3 * 1 0556 179 0. .4 4888 1 0158 60 0. .0 4886.0 * 1 0358 120 0. .4 4888,3 * 1 0558 180 0. .4 4888 * *#********************************************************************<****************************************** ********<****k PEAK-FLOW TIME MAXIMUM AVERAGE FLOW (CFS) (HR) 6-HR 24-HR 72-HR 5.97-HR 0, 5.97 (CFS) 0. 0, 0. 0, (INCHES) .057 .057 .057 .057 (AC-FT) 0. 0. 0. 0. PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE (AC-FT) (HR) 6-HR 24-HR 72-HR 5.97-HR 0. 5.90 0. 0. 0. 0, PEAK STAGE TIME MAXIMUM AVERAGE STAGE (FEET) (HR) 6-HR 24-HR 72-HR 5.97-HR 4888,49 5.97 4887.07 4887.07 4887.07 4887.07 CUMULATIVE AREA = .01 S0 MI 890271 , STATif'N ,'-;S1., (I) 1NFLO;J► iti) OUTFLOW 0. 1. 3. 4. 5. 6. 7, 0, 0. 0. 0, (S) STORAGE ,0 .0 .0 .0 .0 .0 .0 .2 .4 .6 .0 .0 DAHRMN PER 10000 11 , .- . , . S . . , . . 10010 2I S . 10020 31 . , . ♦ s . , 10030 4I . . , , 5 . 10040 51 , S . . 10050 6I . 5 . . . 10100 77 . , -S . . , 10110 81 . S , . 10120 91 . 10130 101 . . . . S , , , . 10140 111 -S 10150 121 . S . . . . 10200 131 , . , , , S . , . . 10210 141 . , S . . 102.20 151 . S , , 10230 161 . . i . S , . 10240 177 S . . 10250 1 . . . 10300 190 . S . 10310 200 .7.- , S . 10320 ^10 ""-; 10330 22.0 __� . 10340 23.0 �~ , 6 S 4 4 , 10390 24.0 2--4`-----; . S . 10400 25.0 '--- , . . 4 . 10410 26.0 /r- , . , S . , . 10420 27.0 T . . . S. 10430 28,0 X ♦ . S. , . 10440 29.0 ♦ , 4 , 4 . 4 S 4 9 10450 :0,0 I . S . . . _10500 31 0 5 10510 32.0 , , S , . 10520 33.9 •5 . 10530 34.0 7 . . .S , . 10540 35,0 .5 . 10550 36.0 . . ,S 10600 37.0 . , . .S . 10610 35.01 . . .5 , 10620 39./ , ♦ . .5 . ♦ 10630 40I0 . . . .0 , • 10640 4110 10650 4210 . .5 . 10700 4379 . - . .S . . 10710 44I0 . .5 , 10720 4510 , , , . . ♦ • •S , , 10730 4610 . 5 , . 10740 4770 , 5 10750 4970 . S . 10000 4970 , , 3 . 10810 50I0 , . . . S , . 890271 RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND 1J W. -1N HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF OPERATION STATION -FLOW -PEAK 5-HOUR 24-HOUR 72-HOUR AREA STAGE MAX STAGE HYDROGRAF'H AT ABA 9, 3.27 1. 1. 1. .01 ROUTED TO RS1 0. -5.97 0. 0. 0. .01 4888.49 5.97 890271 • APPENDIX C , 890271 • r FINAL DRAINAGE REPORT FOR BEEBE DRAW FARMS AND EQUESTRIAN CENTER FIRST FILING JULY, 1985 i I I } A Professional Corporation ARIX Engineers Architects Planners } 600 Eighth Avenue G.O.Box 2021 Greeley.Colorado 80632-2021 } 890271 , C Neal Carpenter. President sstunnl Garcon-than Eugene R.Dwyer �� - -g r5 ArchilCcls Planners Gordon W Bruckner 7 Patrick J Dwyer Ro J.Shreve Dale J Stetenen Robert 0-Thomas - rata.-"`/. CO • Rrvegon WY GaryR Wintlplph :',em UI • Laramie WY Tana J,,nciter CO July 10, 1985 k r Beebe Draw Land Company, Ltd. 1551 Lorimer, Suite 2706 Denver, Co 80202 r Gentlemen: I SUBJECT: FINAL DRAINAGE REPORT FOR BEEBE DRAW FARMS AND EQUESTRIAN CENTER, FIRST FILING, PROJECT NO. 83255.01 This final drainage report has been prepared for the first filing of ! Beebe Draw Farms and Equestrian Center located in Sections 4, 8 and 9, Township 3 North, Range 65 West of the Sixth Principal Meridian, approxi- mately 8 miles east of Platteville, Colorado. l 1 This report supplements and amends our previous report dated June, 1985, to include analysis of a 50 year storm frequency for potential runoff rather than a 100 year storm. We have discussed this change with Mr. Drew Scheltinga, Weld County Engineer, and he has indicated that this approach is acceptable. Further, we feel that analysis using a 50 year storm meets the requirements of Weld County Subdivision Regulations and z is consistent with the rural nature of the development. We have also made some minor drainage routing changes to allow use of 1 culvert sizes which are more easily accommodated in the roadway design. Finally, we have included our recommendations for minimum floor eleva- tions of new structures where local ponding may occur. These recommenda- tions should be observed unless the natural depressions are either t. completely backfilled or provided with a means for continuous drainage. I The drainage changes described above are shown on Exhibit IA which is included in the pocket at the end of this report. -_ I Respectfully, ARIX, Professions rp ion �``�y1P9.-'}•• ... C. /.. EG RF �• :4‘. .:, 11746 7. R• Edward C. Endicott, P.E. ' 2 'O. '9A••S'0NAI EN°°P�:• OF Cck- „•• 600 Eighth Avenue P.O. Box 2021 Greeley,CO 80632-2021 303-356-3930890271 Dratne Ca(ciathons Aid 1 z Backup Data 890271 1 ^j'1 Q _ CLIENT �I✓t: a I;- �'. /1ll [`A�i.-a g3 ES- . O /Q JOB NO. t 4. 7.PROJECT ��- r��f�7/" A,•' 1 -'�•`CALCULATION5 FOR M'��G I-�T�O rd eE I`•} T. AR1Xi• MADE BY DATE // --' CHECKED BY DATE SHEET ' OF r(t' 1-q----Z)it I t. TA 1 E i • I : I i I i• ir • :: jJ. /a,r ii�l (/iryM, ' !r/CG f •C h D6�G�lJ 7 ' — r j _j f Fug I ,.•, T — { { 1 r I i i AL I I�•-I 1 : r E Y • i , • i • , r._ , .1 i.. ......!...........,..........7 3 1 1 t j Ali - t ` . { 1• `:•• 7Z I , 3. ob i /� I JIJ1I11I(D i _' ` j r I I —; G Y I ' I i z. „-----,-- _ ,--.-,-. 7 7 a ' _ ._._..._ I _ 5 Is..� f s • , 1 ..i c —` ` i ; o - 1 �as.re i r t_ •S C i j . 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(o 55- , 6:4 00,., 7�(9 , I ..0'0 I „t r ..-- cc C-30/1— ) /D5 • 1S Z s ¢9 ?9200 10 SS 9q clopi/ , , l � clop j i. i I 1 -I_. SA �t y 2 c I I C .ao U,c .N .4-bua4� �L P2 CcS 19.-+ 4-- �o�4,fsm PA Tyr- I. -''__ i (. l . .L.GV(--ArC (\C OJ `/�Ce . - A1'. ..--; A -co �CT - 1'o._Ip 1 _ I I I Sue (.�A>I ..is Al so As A9 , Ai4- Au A ' s e L _ .-.. -- \. ) . ) 1. j e L ..�._. i I 1 A 2.1.-E- ; ' R«. 6Tt. = 12 .5 �. � r 3 / 1c FT &AA 2 a oc CCc r ) V e2 tJi✓/L.t 0C Vcccoger,Y-u - o.- -. . ... Nor c CA/ it -c✓AF ,✓cw/ ��7 et,* al TC- To J .-_. - C ... ACL04 Fog ens . �� G It C4o ^ iltal T.< N C r 890271 CLIENT JOS NO. S2 2.:5 . O I A I x PROJECT et�,--41' `r ✓,n �•�I CALCULATIONS FOR SO vl2 MADE BY a DATE 7/(r/�‘CHECKED BY DATE SHEET OF r / (-/fiCH Tra 4 L C 4, c 0,_ ,, �i G o- ....)n. as c D r1 . -To C•" 5 7 C 1 I ✓aG IJPrs,y.> N tq X491-t.✓�to At� Ats/ AN, - .__ _.._. l ! _..I..-_ D ?_ A I a t V 2Ac_ FT a — •�wCL dc Pc o c,. - 4, 15- AC l` r T / _ `— i ' 11 V I D U � �J 5 T I-A U 0 C.J Q.t._o 9CO VA( -- lE - s, 2 . A, l_- ' I (i IocVc4..sG ll c - 2. 9i Ac__T I • _. ToiAL 0.4 QC.- -os ,35 (fin C G - _. ..._. ..._:. 1`Cg3 - .�T4 = 6. 46 — S. 3-C - I---�� I-\L r,— .T. U< line IJ(L.) _ la_/cra-CCAIO .4 j Dow•4S KLI_.{ .^ OF- -.1 , // ,, '._ - L 1J V HQv ✓CL.D Jl' r7 LT"`-`..a "ro �J`''A . L..•50 q Jr.rl.rA low , AL_'-oNa.H., At'DroaLc ..kc.___ ._ flow TO PAC- S _ _._ - ._. ... t --- I I CSIzC DC , C.--Illo ,-I L.,AS, CJt VtYLt �e YhSS 1'11'� iaiL f+lt_ S 1I11 51 cr; _ ' R I L. o n r n o w - •r t c-. r•i v r• -. • _.. 7., Ot r Pa.i, /'- •- • )--roffik, 152 CS . . . r u tC --12, l` CMP O .L Ct?b.a C� 890271 8-39 JULY 1981 FIGURE 804- 1F - 5,000 -. - i6•-T■10'-1• --4,000 (I) i 4 (2) S' 4'a 9'-3' ;,000 EXAMPLE , Slur 3C. 22' 4 • kC 2,000 0.20.1• - 3 F I - 12'-IBl B'-4' _ - 0 (tut) Ow f 3 e - I I'-5's T-3' -_ 1,000 (II 1.10 2.0 w CIC n (2) 1.15 2.1 - 2 a-1 n 800 (3) 1.22 2.2 - ia - 9'-6'a 6'-5' -600 •e In ..t - 2 - 2 m - 500 ' m ; 8'-2'a5'-9' 400 -_ ... } •300 - - 1 - 1.5 F T-O'a5'-1' . - 200 O 6'-1' a4'-7' �•_. _ _.._ ._—. a / 0 / - 1.0 a - 72'■44' LL - 100 - / \ . 0. u _ 8O / _— 9 - 1.0 ? - / - .9 - i- 65'a 40' i`e1,- w o - 60 c -- a . W EE r58'a36' ¢ // A. - .8 c ( . . a / a. c -/ 1 } - /; 20 NW -ENTRANCE _-- - 'T_- ` N- - 43'127' / - 0 SCALE TYPE r in (I) N II W i / 10 1 = - (21 Y to conleroo w 0 - -6 7 • u / _ 8 to Onto re /36'a 22' - (3) ►rejscNq I- - - 6 ; I at 0 5 0 • a _ ' t- _ 4 (.1 5 - .S ' et To no scot. (2)sr(3)puling = - 29'a 18' - 3 Geri lie to .cab (I).than t use straight Inclined One tarauaa 0 and 0 nnolo,et . - i - 25'a I6' - 2 Al - _1 1 - 22'a 13' . 1.0 F.—a—---I - 1 8 0 .35 35 .-- 1B' a 11' - .5 • .;5 -'ADDITIONAL SIZES NOT DIMENSIONED ARE HEADWATER DEPTH FOR LISTED (N FABRICATOR'S CATALOG C. M. PIPE-ARCH CULVERTS WITH I-NLET CONTROL I 890271 ` 3 '' .m '� h 'Qi; of " S J W 2 .4d 3J ? - „: Jp 4' ` u 2 ALAS: pa AN i NA AA- A I : o 3LL4A,"p 33 S; &� AA W Wt1 m u W V ,”.,a 2N Q3 'o ^y A2A rnAl iy 4 .' y _ _ gl i� O .,',it„ . u4, (0.4 . \ WO p I-> �` ^ h a iW Ate" °a Fu "' i n a W Vihial+ '1 0 '3AL at. 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W6 In, 0 •• J I n_ ¢ .. •. .. .. .. .. a - o ry „^„R W7 5A $9I 342 ' 8 - 3 el.-, 3,7 nn H 7 . H _ I H I 890271 CLIENT 117)f--.)2 Lc, JOB NO. B32SSO1®® PROJECT P.i`T': 7,P.1-'.- J CALCULATIONS FOR MADE 8Y Fr. DATE L.;'24 SS CHECKED BY DATE SHEET OF .i -._ P r7cN_-.. S/t/iv I __. • U5/uG L� = A ( 1-t ) 5 �z f&�3 I I j . S 521 _ .0631 • .--_ • 213..1 __- A -.-z4 S.F _.. . 2.4- R = -Wp s. s. Q = 138,9 CFs • • • • • • 890271. I n re% li w 'i I `° `� I n J V y W p a � I l ' H n n ti r G� w 1n \A Vn In 0 y� I i i ( 1 1 I ` n O.) 0 V- N n kn N N r° 31 V 0 vDO N) c1" r\ Cj d- 1—» ,3N 9 lJ 1 iii{ p �t ' 1 4- Iliz v‘ o ll} II k, rn 3 •* % v r' 11 _ 1\1 * (ll 1 3 I 890271. AINFALL INTENSITY FREQUENCY TA _ GRLELLY, COLORADO 1 -- --- -------------- - - _----- --- ________ STORM FREQUENCY STORM - DURATION 2 YEAR 5 YEAR 10 YEAR 25 YEAR 50 YEAR 100 YEAR 5 min. 3.00 in/hr 3.45 in/hr 4.31 in/hr 5.82 in/hr 6.95 in/hr 7.80 in/hr 10 2. 10 2.38 2.94 4. 35 5.28 6. 12 15 1 .73 1 .97 2.41 3.50 4. 19 4.84 -, I 20 1 .46 1 . 70 2.05 3.00 3.60 4. 12 25 1 .29 1 .46 1 .82 2.60 3. 16 3.61 , '' I30 1 .16 1 . 31 1 .63 2. 33 2.81 3.23 40 0.96 1 . 12 1 .40 1 .96 2.30 2.66 ,s 50 0.83 1 .00 1 .25 1 .70 2.OD 2.31 60 (1 hr) D.74 0. 91 1 . 14 1 .52 1 . 77 2.04 l EO 0.59 0. 78 0.95 1 .24 1 .45 1 .65 100 0.52 D.69 0.83 1 .06 1 .23 • 1 .41 4) 120 (2 hr) 0.45 0. 59 0.74 0.94 1 .07 1 . 24 1 130 0.40 0. 54 0.64 0.80 0.92 1 .04 180 (3 hr ' 0.35 0.47 0.57 0. 72 0.81 0. 93 4 hr 0.28 0.39 0.47 0.58 0.65 0. 75 5 0.24 0. 34 0.40 0.50 0. 56 0.63 -_ J b 0.21 0. 30 0.36 0.44 0.49 0. 55 I . B 0. 17 0.24 0.28 0.33 0.39 0.43 i J 10 0. 14 0.20 0.23 0.28 0.31 0.34 i 12 0.13 0.17 0.19 0.23 0. 26 0.30 1 14 0. 11 0. 15 0. 17 0.20 0.23 0.26 3 16 0.10 0. 13 0. 15 0. 18 0.20 0.23 4 1 18 0.09 0. 12 0.13 0. 16 0.18 0. 20 20 0.03 0. 11 0. 12 0. 15 0.17 0. 19 - I 22 0.03 0.10 0. 11 0. 13 0. 15 0. 17 24 0.07 0.09 0. 10 0. 12 0. 14 0. 16 I Data taken from Greeley Prepared by : 1) Cc::prehensive Drainage flan , 1974 Hogan and 0lhairsen, Inc . I _. 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W - CO O Cl ON . 0 - • N JLLCOO00onnONMr £ tY O LLU M.N 04 a r 0 O O U O 0 > $n o a 4 a 0 LL o 0 00000O000000 LL n Nn InONOv.nv.n1., nY in v rinocv V.AONInAOtVv.A 24 no r S o r r r r o N N N ¢ O d 4 r I • 2 - M LL ~ cc p'l!®2'71. -i a /� — nQa lV / ,/, CERTIFIED BOARD OF COUNTY COMMISSIONERS WELD COUNTY COLORADO P 9 4 9 2 31 3 8 0 P. 0. BOX 758 GREELEY, COLORADO 80632 MAIL a MAR 6198g I o E P; 0 0 m 0 wo< r00 m ¢ ¢ �; "'�"EL`��' �L 0. UPLAND INDUSTRIES, CORP. ry aft-1 H :(NI sae 110 N. 14TH STREET, #1000 E¢ ° H OMAHA, NE 68102 Er ¢O<g v 0cil K..i uiti�l RECEIP r u.. v,- a H w REQUESTED a0 z H z a w ' 0 w Z Z g .7 O W .--IO IIIIrrlrriIU • SENDER: Complete items 1 and 2 when additional services are depired, and complete items 3 and 4. Put your address In the"RETURN TO"Space on the reverse side.Failure to do this will prevent this card from being returned to you.The return recglot feel will provide you the name 91 he minion delivered to and the data of delivery. es For additional fan the following services are available.Consult post'nester fortes and check boxx(s for additional sarvioels)requested. R M 1. Show to whom delivered, date,end addressee's address. 2: 0 Restricted( Delivery J P, R o x ,� 3. Article Addressed to: 4. Article Number m 0 o ARISTOCRAT ANGUS RANCH LT T - x mi 0}Service: ,a P 6 BEN HOUSTON ❑Insured g m GrmMd ❑COD m w wa 'm z 9053 WELD COUNTY ROAD 34 p�,,�,Racalot ti U S w ¢ Express Mail ❑for Messes cc ts= m ¢� o PLATTE/ALE CO 80651 rt' O z v w / Always obtain signature of addresses Q, r LL ,m_ a 0 q ,a.7 _. - - - -5. - - _ . _ a agent and DATE DELIVERED. a O 0 w kl LL u J�/� 8. Addressee's Address mint a EV U CC `� N r v S endless paid) W CA f"1 E ° = 8.,$b ant cc Hz .n6 3 Y x w o a Lc X 6 w rn a 7. Date of Delivery 3- 8'y PS Perm 3811,Mar. 1988 a U.S.O.P.o, 1988-212-865 DOMESTIC RETURN RECEIPT • 3 Complete Items 1 end 2 when Additional services are desired,and complete Items Put y being ry n the e"RETURN TO"Space 000nn ftehee reverse .Tellies to doo th is s pwiilll pprrevent this to and the bo i ) I Mona'ssrvkylQ rspw willyou s arereavailable.CeMia!p ared for an x es for and J 1. 0 She to whom ate, addressee's address. 2, O' Restricted 1 Delivery ri 3. Article Addressed to: ) o4. Article Number i`- O ,8 m W > Q MORRIS BURK a-23/-37, Fu- w y a F BEEBE DRAW FARMS, LTD. of Service: m w ' r� 0 1551 LARIMER, SUITE 2706 LJ Insured ni v Cw ¢ cn o DENVER, CO 80202 pCe01Dum ot cc w cu Iz. ❑Express Mal. ❑for a7srolR r rise r oias 3 O Alwsys obtain signature f addressee p" a -0 `i o !i--S .u. - or agent and DATE DELIVER®. °o a x n ddreae & Addressee's Address Merit a 0 rn a a aLL X �� ----7r requested mdl«PaW1 W H w °' 8 Slg Agent e ` O W v1 W o X — Z PO H A -- 7. Date of Delhig PS Penn 11, , 1988 a U.8.3P.0, 1088-212-868 DOMESTIC RETUR8S 0271 N RN RECEIPT • �pEp Complete Items 1 and when talons'_services are desired, end complete hems Sand . Put youraddress in the'aiETURN TO"Space on the reverserida.Failure to do-this will prevent this card from being returned to Xotr.The rsWm receipt Na will oroWde vet the nemr of the oarwn delivered t��y-enndd the d - rar�towtwnai nets tens roaoweg asrwcasiro avaeatsa.c.omfm posemesnr for3sas an gas=.)foradditionaleerWoelsi requested. 1. J Show to Whom ceftvwea date, id addresses/$address. 3. 0 Restricted Delivery daft) D -I z 4 ¢ 0 3.lutist Addressed to: 4. Artl:leNumber S 20 N Ln - csig/SS77 co O 0 H VESSELS OIL & GAS COMP-ANY m w ¢74 L) Type o}Service: li a� Et .N 600 SOUTH CHERR i t#1220 _wed ❑7 Insured m w w 1 o DENVER, CO 80222 r❑a Express��t q�1fm� Receaibott fu U a 5 w W M _ for Msrchendles tC Ahvws obtain alumni ofsodressea ' O s o HUD r or agent and DATE DEUVERED. r O D ; 5. Signature -Address --- 8. Addressee%Address (ONLY if ~a.? cn-El v gX, r�t/�+ requested=gee Pdd) CL v a0x c d L 7(/ 6 w m gem n G z 7: Date of DeRvary___ P6fonn 3811,Mar. .11988 It U.8.O.P.O.1988-212-885 DOMESTIC tETURN RECEIPT o • 3 NDE: Complete Items 1 end 2 when additional services are'desired, end complete Items an Put your address In the"RETURN TO"Space own{the reverse side.Failure-ttpoydoo t�hiss will prevent this ca �rsb%r�to-for ed�rfaKice %pile . eila6t.Con.u°"Ip" `o t E_ed will ma you then f t delivered servJ wing are av Postmaster 71 H •1� Sahaaoto♦eltomzds vaned,date:entaddreSse requested.address. _2. ❑ Restricted Delivery m o Mum okra) p9rrs-aMrgc) co W o_, z c..) 't aticle Addressed to: 4. ArticleNumbiste Q rt. SE� Q H Sc"] 0.2t9CP- a -i.,< : w 0 A-W OIL AND GAS, INC. Tee of Service: rn w 8` a a' w ^ 600 TRAVIS STREET, SUITE 6850 ❑Insured al v S¢tlk ° ag E~ ^ HOUSTON, TX 77002 Coyom p apt S �' Qom.., Ch F ' Express"ail ❑rotMerohandlee D' F. =z 6 H ., v ... Always obtain signature of addresses a .a 2 o c -.. _. -- -- a spent end D TE DELIVERED. a v z Hp F., off a v 2 5. Signature —Address $, Addres ddress (ONLYV 3 0 1 c x + ler Auld) ¢ xox (-) B. Sig X 7. Date of 1•11" . PS Form 81 ,Mar. 1988 a U:B.O.P.O. 1988-212-80S DOMESTIC RETURN RECEIPT card from being-returned to you.Theratum ncaiatlfa w provide you the name of the person deliored Min dale-pf drliWrtr• for st:mi ns e%s me . wag sera es are ave nsu postma r J o0 forfeas and cM1ecic oozNel}oraddhisnalaankalsl requested. ru - o w n I, 0 Show to whom d aaft }nd eddresase's address. 2.-0. ��_teddDj Delivery m in o- x 0 t A1ticle Addressed tee:. 4: Article Number — d� c p UNION PACIFIC RESOURCES CO. d�/3� m ¢ w m P.O. BOX 1257 T •of-Service: IV o Bw o ^ O ENGLEWOOD, CO 80150 Certified 18 CODInsu � m IX "s i H �n cJ v ail ❑ t1m Receipt O < (4 w N LL- 2. ROf MNc�lMdlaa LL ,“ . d- F HQ Always Men signature of addressee�o __ - __ - __ —. __—.. ._ a o= d DC c -- or agent-end..DATE DELIVERED. a w w M c BOARD OF X, Signature — s/ / 8+-A Address(ONLYjf cc zo• i WELL S. SignatureT// f`a Path •rs. c X £REEn 7, Date of Del PS Poem 3811,88 • a 1115-212-886 DOMESTIC RETURN RECEIPT MAR 6 . , '�1 - 1989.. , ( Q U ' Catalina/ft { I , 2 . H fr-.1 •• UNITED STATES OF AMERICA 9 w_ oa . .r�LK1—NORTHEAST RESOURCE AREA m LL i , t'?Oto,tw 44TH AVENUE ry P 4d'5 c RETURN RECEI ` n w w z m o r REQUESTED W1TP�fiTRZ1>}E, CO 80033 fL U U z CC m m l I'r'is .1ii> CC Lg it Ogo (n H • ,.. S LL o cl f �•(�' M E 2 U Qf w W , z , � f 890271. , Jett/el oV pa�tSENDE 3 and 4R: Complete ItMmi and 2 when additional� services aredesired,and�omelete�iiteemss your the revers* t this ...,. %radnndp address q in the N TO"Space in:4%V"".rein.=wilthis l i, Eli Showw to when -anti addtsii e's address. 2. 0 Delivery 3, Article Addmeead tot -4. Article Number -I col 073/iitt4 •1i rn 2 a .. JJ & ANNA WARDELL otServla: aco O zi 18253 WELD COUNTY ROAD 32 -O inured m Wig ao PLATTEVILLE, CO 80651 ested D CpaOtDwe R HR r ;1 °; .a >+ Expels Mall n fa hNrclren hs m w z -AI obtNn of addresses YL 3u t z m ways U 2 9SJ - .- __. _ _._._. _ . __ -_-._ . D' ¢ w � 0 Ti orapwa and DATE DCi1VERED s O a S m 3 apa LL —A //nff��' B. Addressee's Addrese (ONLY)j 6 a a �l��(/J � Yoid) W z z ed d v S. pent I` �/ a 6 LL O X w w in H E A ¢ N 6 a, 2 7. Dale of Delivery � � a N —ky PS Farm 3811,M ar. 1988 + LLtG.P.O. 1988-212-88s DOMESTIC RETURN RECEIPT Put yyyaaaxxx address m the"RETURN TO"Space an re4ens side.Failures do this will prevent this frombeing you.:�reds�t wiyysyouLhsn�s�}�yosrsondglrow4 to the d dNoNclMav Por date, ass 9u wmp ksery sa w aysEsble.CwoConwR postmaster 1°r Show to whom s da)a reews'auabeddnud . 2 0 Delivery MenJ arm IMMO t` a M 3. Article Addressed-to: 4. Article Number m wgg Z - HEIRS OF DDNALD J. MOSER LL ` j • ROUTE 1, BOX 151 CsNRsd O❑xOD ums m m ,.., ,o LA SALLE, CO 80645 EMrweMill' O� La wz a fll Ugwct � --I ado G. ¢ ; �, �, INeture of addresses 0" 0LL t m 0 OW o '� -__ . _._ , or TED LIMED. I-. c o c 5. Signature -Address eMs see(ONLYif a ao= . w x w co o w ¢ $_ SI re Agent ter%-+- d�1a ¢ H cn a X �ats N ^ x a a 7. of�e8very PS Form 3811,Mar.1988 * U.E aP.O. 1988-212--866 DOMESTIC RETURN RECEIPT eard?rom being returned to you 7rys- few.sus wil grids you w iitai ml.w:az.e$ z to ary IM�MIWerMv For addRbnalilea-ibs tdbwinp aerv(aa are,va8able.ComuR n- i.aster for tans bul_ _�for _additional sdMalsl requested. 1. ❑ Show to whw_drlverec date,and addressee's address. 2. 0 Restricted Delivery F 78ItmilLage) Mara charge) C6.7 S. Amide Addressed to: 4.-Article o I3/ ‘ 43 o H FARMERS RESERVOIR & IRRIGATION T Jsf Service: m w < LT_ m 'd N COMPANY Registered CI Insured a 1- a o : x w 80 S. 27TH AVENUE Lwow D COD Otter= ru v>w cc a z co BRIGHTON, CO 80601 E" Mail a Always obtain signatn of ad&sasss u" Os o N d O LL or wpm and DATE.DELIVERED. S I- ?z a M t 5.Signature --Addren 8; Addressee's Andress (ONLY if a- a -. ,7z. ^ • z v x regretted ard76epaid) a. rn 6 N O LL oo w w w F a 8: pent w 5 oviz d d X ¢ 6 O a u u, 1. Date Deliveryvy� _. w co PA — -g LIAR 0 21989 PS-Ram 3811,mar. 1988 * u.8.O.P.O. 1988-212-888 DOMESTIC RETURN RECEIPT J ZI u7 2 4 m oo� z m m wog o U LL d o r--0 r Lai 5 y Z N " : M w >i m O O m' P o= U-w2 H d tiI !Pa mazMX0 mp a d W W L °' L °¢''' m)12 v o 0 0 / U 0 6 o c _ ¢ E Mi ` a La V . M • v E 2 ¢ OZ" O. p c a <, 23 -'m o o 34 W F o m o ¢9 ¢o H a pp(� 926L aunt `00eE wiod Sd 890271 Hello