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Drainage Report
Drainage Report for Caprock Crossing Phase 5 College Station, Texas December 2013 Prepared For: Brazos Texas Land Development, LLC. C/O CapRock Texas 2809 Earl Rudder Freeway S., Suite 203 College Station, Texas 77845 (979) 307-0321 Prepared By: Schultz Engineering, LLC TBPE Firm No. 12327 P.O. Box 11995 College Station, TX 77842 2730 Longmire Drive, Suite A College Station, Texas 77845 (979) 764-3900 Drainage Report—Executive Summary Caprock Crossing Phase 5 College Station,Texas ENGINEER Schultz Engineering,LLC P.O.Box 11995 College Station,Texas 77842 Phone: (979)764—3900 OWNER/DEVELOPER Brazos Texas Land Development,LLC. CIO CapRock Texas 2809 Earl Rudder Freeway S,Suite 203 College Station,Texas 77845 (979)307-0321 GENERAL DESCRIPTION AND LOCATION This project consists of the development of Caprock Crossing Phase 5 in College Station,Texas. Caprock Crossing Phase 5 is a commercial development,which will include the construction of sitework,utilities and other infrastructure. This project is located west of the intersection of Arrington Road and State Highway 40,between Greens Prairie Road&State Highway 40. Area:2.777 Acres Existing Land Use:Vacant Proposed Land Use:GC Number of Lots: 1 Drainage Basin: Spring Creek Drainage Basin FEMA FIRM:#48041C0325E,Dated May 16,2012 Floodplain:None of the development lies within the floodplain. HYDROLOGIC CHARACTERISTICS The pre-development condition of the land was pasture with some portions wooded. Exhibit A shows the pre-development topography and the runoff flow directions. GENERAL STORMWATER PLAN This report addresses the storm runoff from the Caprock Crossing Phase 5 and the hydrological effects of the existing Arrington Road Detention Pond(ARDP). The drainage plan for this development involves bypassing the detention pond with the Caprock Crossing Phase 5 runoff and modifying the ARDP outlet structure to provide an overall drainage basin timing that will result in a post-development storm runoff peak discharge rate equal to or less than the pre-development peak discharge rate. This report will replace the Drainage Report titled,"Greens Prairie Center Phase 1 Detention Pond"dated December 2006 and prepared by Civil Development,Ltd. There is a detention pond that is currently being constructed with the Mills Park Development that will decrease the peak runoff to the ARDP upon completion.However,this report does not take into account the Mills Park Detention Pond.Exhibits B &C show the post-development topography and the runoff flow direction. Page 1 of 5 Drainage Report—Executive Summary Caprock Crossing Phase 5 College Station,Texas COORDINATION & STORMWATER PERMITTING The project will require a Site Notice be prepared to comply with the Texas Commission for Environmental Quality storm water permitting for the construction site. No other permits are anticipated for this project. DRAINAGE DESIGN General Information: Stormwater runoff from the development will be collected in the proposed inlets and piping and be discharged near the ARDP outfall,downstream of the existing pond. The existing ARDP outlet structure will be modified to provide an overall drainage basin timing that will result in a post-development storm runoff peak discharge rate equal to or less than the pre-development peak discharge rate.The runoff is discharged from the parking lot through a series of grate inlets and area inlets around the building and storm sewer pipes. The Roof drainage may be piped directly into the private storm sewer or discharged into the parking lot and then into the storm sewer system. The detention for Caprock Crossing Phase 5 consists of an existing detention pond with a modified outlet structure,see Exhibits B&C for details.Inlet& pipe drainage areas for the Caprock Crossing Phase 5 development are shown on Exhibit D. Detention Facility Analysis Tc Methodology: TR 55 71 Minimum: 10 minutes Design Storm Events: 2-year, 10-year,25-year,50-year and 100-year detention facility Pond Discharge Pipe Materials: HDPE private storm sewer pipe Manning's n Value: 0.013 Combined Runoff Coefficients: 0.40 for existing conditions&0.66 for developed conditions Design Constraints: Max.water depth in the parking lot=6 in.or 0.5 ft.for 100 year storm event. Min.flow velocity=2.5 fps Max.flow velocity= 15 fps Post-Development peak runoff less than or equal to existing storm water runoff from the site. Rational Equation: The rational equation is utilized to determine peak storm water runoff rates for the Detention Facility design. Q=CIA Q=Flow(cfs) A=Area(acres) C=Runoff Coefficient I=Rainfall Intensity(in/hr) Design Software: Excel spreadsheets,AutoCAD Hydraflow Express,AutoCAD Hydraflow Hydrographs Extension The software was used to compute the pond storage and discharge data and the pre and post-development peak runoffs and the routing of the flow through the detention pond. Page 2 of 5 Drainage Report—Executive Summary Caprock Crossing Phase 5 College Station,Texas Design Results: The data presented in the Appendices and in the following tables indicates the existing detention pond and drainage basin timing are in accordance with the requirements of the design guidelines. Refer to Appendix B for design calculations for the area inlets. Design Analysis: The post-development drainage areas are shown on Exhibits B&C. The design data and descriptions of the detention Facility outlet structures,discharge pipes and overflow spillways are found in Appendix C. The Caprock Crossing Phase 5 development will bypass the existing detention facility and discharge directly into the TxDOT right-of-way near the existing pond outfall.The combination of area bypassing the existing detention pond and the existing detention pond outflow will be less than or equal to the pre-developed condition. The peak flow out of the detention ponds were determined by a Storage Routing Analysis based on the Continuity Equation as follows: (I1+I2)+((2s1/dt)- 01)=((2s2/dt)=02). The time interval,dt,used was 1 minute. The calculations and results of the Storage Routing Analysis were used to generate hydrograph peak flows and graphs for the pre and post development conditions. A summary of the pre and post-development runoff information from the site is shown in Table 2. TABLE 1—Pre-&Post-Development Peak Discharge Comparison Tc Area# Area (Acres) C (Min.) Pre 101 30.25 0.40 34 Post 201 30.05 0.66 29 Post 202 2.74 0.80 10 As shown in Table 2,the post-development peak outflow from the project site is less than the allowable peak outflow for each design storm event. Additionally, Tables 3 presents the maximum water surface and the amount of freeboard for the Detention Facility. The peak flow out of the detention Facility and the maximum water surface was determined by the Storage Routing Analysis. Page 3 of 5 Drainage Report-Executive Summary Caprock Crossing Phase 5 College Station,Texas TABLE 2-Pre-&Post-Development Runoff Information-Detention Analysis Q2 Q10 Q25 Q50 Q100 Location cfs cfs cfs cfs cfs Pre-Development 38.67 55.39 63.73 72.59 75.87 (Area 101) Post Development with Detention Post-Development 70.20 99.88 114.80 130.61 136.42 (Area 201) Post-Development 13.87 18.93 21.62 24.44 25.51 (Area 202) Pond Outfall 25.33 38.98 51.01 65.03 70.14 (Area 201 Routed Through Pond) Combined Outflow 25.33 38.98 51.01 65.03 70.14 (Compare to Area 101) Decrease in Peak Flow 13.34 16.41 12.72 7.56 5.73 TABLE 3-Summary of ARDP Maximum Water Surface Levels Peak Flow out of Water Surface Freeboard Storm Event Pond,(cfs) Elevation,ft. ft. 2-year 25.33 293.66 3.34 10-year 38.98 294.92 2.08 25-year 51.01 295.32 1.68 50-year 65.03 295.66 1.34 100-year 70.14 295.77 1.23 100-year Plugged 86.20 296.46 0.54 Top of Pond=297.00',Spillway Crest=295.77' The detention facility is controlled by an existing outlet structure that will be modified per details on Exhibit C. If the outlet structure clogs the pond will outflow over the spillway with a freeboard of 6"in the 100 year storm. Page 4 of 5 Drainage Report—Executive Summary Caprock Crossing Phase 5 College Station,Texas Applicable Exhibits Exhibit A—Pre-development Drainage Area Map Exhibit B—Post-development Drainage Area Map Exhibit C—Arrington Road Detention Pond Modifications Exhibit D—Post-development Inlet Drainage Area Map Appendix A—Drainage Area Summary—Inlets Appendix B—Pipe Design&Inlet Design Summary Appendix C—Detention Facility Data&Hydrographs CONCLUSION The drainage basin timing and existing detention facility will function within the requirements and restrictions of the BCS Drainage Design Guidelines. CERTIFICATION "This report for the drainage design of the Caprock Crossing Phase 5&the Arrington Road Detention Pond,was prepared by me in accordance with the provisions of the Bryan/College Station Unified Drainage Design Guidelines for the owners of the property. All licenses and permits required by any and all state and federal regulatory agencies for the proposed drainage improvements have been issued." ofSE OF TE-,404. ' Deven L.Doyen,P.E. a . * . DEVEN L. DOYEN ,_. ,p e+� 109535 FIRM # 12327 SCHULTZ ENGINEERING LL. Page 5 of 5 EXHIBIT A Pre-Development Drainage Area Map . (1.-;;_-_-_-. ."..--- ---\,..„.f \ ` i _/ � � / l ---, - -... rx '- 0 100 200 `` - - SCALE IN FEET - _ `. %. `\ _ - - 1 '-- :.• i mit I� i\\\\\\, `,-,--,,__,. --'s \..-\ ..---i "()4'112-„.•11/2-- ——— ....., .\..._"..t 1\. ___ , -____ --- --,......., *ow ,sar ..–‘,... — \la:: '''' \ I 1 _ ____ \ l., \ \ --\ '''l C ',... ____ \ •'''-. s; 1' 1 I .j.I k e\ -, \ \ N i ,-- --, -- - -N--, '''&",if ', 1-- — —— ---- ----- \ \ -...,/ --. \ \ -- '' ' ,- /r"r ! .- .,\ `-- � � - / .- `'\\ \/ N / r r \� l'sr ` r �f// - \\ \\\ \ \ II � I, � -- V � C 1 L `1 \� - / / / , � .\\ \S,,: l i _ \ `� \ il ,./ ___7- /„ix( j.„\i c„if/ i ‘,\\ 1 ii r 1 1 r '.- ,, \ >.c •\,z, / \_ / / '\ \ \ / \ \,( 1 : Iif /•- \ L — ,� \ t \ _ --__ C �\ `✓ _ ��.- 1 z � / ( \i / , X111 YI/ `� �` -. ` ` _ C m I i r /I ' Ill'''"-/\. ) 7 044' ,i, - - -,... _ C -___ \ ii i / i itiiigi ,( \., , l! 4 ‘ )t ll I i 11 r _ - _ _ / ( ( I t > 1 / / ///,/ t ! - --- / I ��r \ /r ` r l 1 f �v -at, -, - - / yr. -,' ,„..- "N --- \ ...-- `N. - --- / 7 7 / V L, \ t� \ \ -~ r / 7 / _ I \ \\\1 1)1/1 i / r/ / � ' , J ( / ,1 ,�'- "\ 1 )11 r t// ! - /./-c r / s / �,1 // / /, r Jl (i /r( r� 1 j--"----- \ \ / / � / / / �'' J/ f '1 ill ) 1\\ \\ C SChuItz El,L OPMENT SCALE EXHIBIT © Yank o :, AREA I KERR DID , r. u- EXHIBIT B Post-Development Drainage Area Map EXHIBIT C Arrington Road Detention Pond Modifications EXHIBIT D Post-Development Inlet Drainage Area Map APPENDIX A Drainage Area Summary-Inlets b Caprock Crossing Phase 5 Appendix A Proposed Private Storm Sewer Analysis Drainage Area Summary 10 year storm 100 year storm Area# Area,A C tc 110 Q10 1100 Quo (acres) (min) (in/hr) (cfs) (in/hr) (cfs) 301 0.85 0.80 10.0 8.63 5.87 11.64 7.91 302 0.93 0.80 10.0 8.63 6.42 11.64 8.66 303 0.62 0.80 10.0 8.63 4.28 11.64 5.77 304 0.37 0.35 10.0 8.63 1.12 11.64 1.51 Area 304 bypasses the private storm sewer system. The Rational Method: Q=CIA I=b/(tc+d)e t,= L/(V*60) Q= Flow(cfs) tc=Time of concentration (min) L = Length (ft A=Area(acres) V=Velocity(ft/sec) C= Runoff Coeff. I = Rainfall Intensity(in/hr) Brazos County: 10 year storm 100 year storm b= 80 b= 96 d= 8.5 d = 8.0 e = 0.763 e= 0.730 APPENDIX B Pipe Design & Inlet Design Summary SHIPLEY DO-NUTS Appendix B Proposed Storm Sewer Analysis Pipe Design Summary Pipe I Slp a Contributing Q10 V1p Qtoo V100 Pipe I Length P Contributing Pipes Size Drainage Areas (in) lft) (cfs) (fps) (cfs) (fps) No. ("h) — — 1.08 3.04 1.45 3.26 300 12 48.5 0.50 301 301 16 181 0.45 302 P300 2.29 3.44 3.09 2.62 302 12 25 1.00 303 2.85 5.01 3.84 4.89 Caprock Crossing Phase 5 Appendix B Proposed Storm Sewer Analysis Pipe Design Summary PipePipe Length Slope Contributing (11010 V10 Quo V100 SizeContributing Pipes No. (in) (ft) (a/o) Drainage Areas (cfs) (fPs) (cam) (fps) 101 24 129 0.50 301 5.87 4.65 7.91 5.07 102 24 111 0.50 302 P101 12.30 5.58 16.57 5.78 103 24 23 0.50 303 P102 16.58 5.78 22.35 7.11 / \ 7 >' « E k ) = 2 § k / a 0 0 § \C / _N. $C pf / \ Z._ \ E6 76 \ / .a § / 2 0 E % / / 6 U 2 ® g f o II II II \* O -J » —1 B 7 2 ƒ « / 7 § C ¢ O k ...J F in in Ce \ \ \ & ° k f E $ g g 0 u 0) % \ 2 ^ CO _C < / / m \ ƒ § © @ . / C ) ƒ k \ k 2 ...- -.7 / _ R7 UJ y n in (2 / _0 / \ © k ± " k co / 43 § c R � G co 0 � ] 2 ~ ƒ 9 5 \ \ G ° 2e 2 § oq ° 4- En ■ E o ) & & - o \ / 2 / 7 N \ i a ca f U Opm \ a Ci x = : - ( ® t ° - * \ / / § oc •� � E k2 4 § E C2- °- o - = 2 o v ¢a3 a LL APPENDIX C Detention Facility Data & Hydrographs r N — ,- 00 V v E 6" v ^ o r v1 N 0 r r O Is V T 0 O r 00 .p U Z - ro -5 N 00 — 00 — co W t. M v �A O `o II II II ° o ' — . w .� so ,� rn o06 a to II II II d - .o N TO CZ _ . O0, O l O v F" O b - N O - N - • N 00 O ' o V _. - C N r- o " a 0o O '^ — L II II II i 't A 'C u N co N rn 00 4.-,a N „' C vi v1 a JD E cy• V 00 00 00 v1 O h i r- , 00 0o O n ', II II II o a az b v T O L 00 .t M _ U, - ..n P v1 V N G 4 v1 00 r O M N N /Vea .. '0 N c',1 00 t1 V 000 O 1,-1 N N >\ 1,1 M r N ,0 LO O v1 r o ~" 00 00 O o C II II II d co N bco 7 N ti N v1 M O Ki m V 0 o 'O N U •SiO O O O N 40 '�44 cC N+1 N O— 0 C a 'D N i C O 00 c .0 C o, vp 00 0 q v a 9 w C II II II O o> .0 N G', O p 7 O C - G N V o ao . ..7.. o o f II d b ' II 4 :. WI A o In y _ O i, d u es v N'•j N a LN d Y N O r = cauOOF N . 74 .4 E Q ...a ¢ b .. P.( d at tzt O ca z 1—. O ��°4I .. U N •R V 8 b .2 - - d 0 N " U U A 3! C a O N G U cd Zt Q E a� o .0 ' 5 :d, A . g V W P4 5 p 4AF¢4 o . II II II II ca G y v + UII U -< a A F A d ¢ U .. • • Detention Pond • Appendix C • Detention Pond Summary ® Detention Facility • • Design Storm Inflow Outflow W.S. Elevation (yr) (cfs) (cfs) (ft) • 2 70.20 25.33 293.66 ® 10 99.88 38.98 294.92 ® 25 , 114.80 51.01 295.32 • 50 130.61 65.03 295.66 100 136.42 70.14 295.77 Top of Pond Berm=297.00',Top of Spillway 295.77' • • • • • • • • • • • • • • • • • • • • • • • • • • • Detention Facility Appendix C Detention Facility Area-Capacity Data Detention Facility Storage Elevation Depth Volume Cumulative 90% Cumulative Volume Volume (ft) (ft) (ft3) (ft3) (ft3) 289.0 0.0 0 0 0 290.0 1.0 481 481 437 291.0 2.0 11,723 12,203 11,094 292.0 3.0 31,662 43,866 39,878 293.0 4.0 37,755 81,621 74,201 294.0 5.0 41,181 122,802 111,638 • 295.0 6.0 44,691 167,493 152,266 • 296.0 7.0 48,268 215,761 196,146 • 297.0 8.0 51,988 267,749 243,408 1111 41 • • lb • • • I/ • • • • • • Detention Facility Appendix C Elevation-Discharge Data Depth- Discharge Data 36" x 15" 2-12" x 24" 3' x 2' Grate Overflow Pond Front Slot Side Slots Inlet Spillway Total Design Elevation Depth Flow Flow Flow Flow Flow (ft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) 289.0 0.0 0.00 0.00 0.00 0 0.00 290.0 1.0 3.53 0.00 0.00 0 3.53 291.0 2.0 10.03 0.00 0.00 0 10.03 292.0 3.0 18.09 0.00 0.00 0 18.09 293.0 4.0 22.70 0.00 0.00 0 22.70 294.0 5.0 26.64 0.00 0.00 0 26.64 295.0 6.0 27.18 13.62 0.00 0 40.80 296.0 7.0 24.04 23.59 33.30 0 80.93 297.0 8.0 16.27 17.35 74.40 0 108.02 Notes: 1. The existing outlet structure will be modified. The outfall pipe is an existing 42" pipe. 2. The overflow spillway is a trapezoidal weir at 295.77'(45'crest length) Detention Pond Plugged Condition Depth- Discharge Data IL • 36" x 15" 2-12" x 24" 3' x 2' Grate Overflow L. Pond Front Slot Side Slots Inlet Spillway Total Design Elevation Depth Flow Flow Flow Flow Flow (ft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) Sir 289.0 0.0 0.00 0.00 0.00 0.00 0.00 f 290.0 1.0 0.00 0.00 0.00 0.00 0.00 291.0 2.0 0.00 0.00 0.00 0.00 0.00 292.0 3.0 0.00 0.00 0.00 0.00 0.00 293.0 4.0 0.00 0.00 0.00 0.00 0.00 294.0 5.0 0.00 0.00 0.00 0.00 0.00 295.0 6.0 0.00 0.00 0.00 0.00 0.00 296.0 7.0 0.00 0.00 0.00 16.53 16.53 t 297.0 8.0 0.00 0.00 0.00 204.42 204.42 01 C Notes: f 1. The existing outlet structure will be modified. The outfall pipe is an existing 42" pipe. 2. The overflow spillway is a trapezoidal weir at 295.77'(45'crest length) Detention Facility Appendix C Storage Routing Analysis Parameters t=60s Detention Facility Elevation Depth Discharge Storage 2 s/t 2 s/t+0 (ft) (ft) (0, cfs) (s, cf) 289.00 0.0 0.00 0.0 0.0 0.00 290.00 1.0 3.53 480.7 16.0 19.55 291.00 2.0 10.03 12203.4 406.8 416.81 292.00 3.0 18.09 43865.8 1462.2 1480.28 293.00 4.0 22.70 81621.1 2720.7 2743.40 294.00 5.0 26.64 122801.8 4093.4 4120.03 295.00 6.0 40.80 167492.6 5583.1 5623.89 296.00 7.0 80.93 215760.6 7192.0 7272.95 297.00 8.0 108.02 267748.8 8925.0 9032.98 The existing outlet structure will be modified. The existing outfall pipe is a 42"pipe. The overflow spillway is a trapezoidal weir at elev=295.77' (45' crest length) • • • • • • • • li • • • • • • • • • • • • • Detention Facility Inflow&Outflow Hydrographs Appendix C Inflow Outflow Inflow Outflow Inflow Outflow Inflow Outflow Inflow Outflow 2yr 2yr 10yr 10yr 25yr 25yr 50yr 50yr 100yr 100yr Tirne(min) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 2.42 0.16 3.44 0.27 3.96 0.35 4.50 0.43 4.70 0.46 2 4.84 1.32 6.89 2.22 7.92 2.72 9.01 3.27 9.41 3.47 3 7.26 3.54 10.33 3.65 11.88 3.70 13.51 3.76 14.11 3.78 4 9.68 3.69 13.78 3.90 15.84 4.01 18.01 4.12 18.82 4.16 5 12.10 3.91 17.22 4.26 19.79 4.43 22.52 4.62 23.52 4.69 6 14.52 4.19 20.67 4.72 23.75 5.00 27.02 5.30 28.22 5.42 7 16.94 4.55 24.11 5.32 27.71 5.75 31.53 6.16 32.93 6.31 8 19.37 5.00 27.55 6.07 31.67 6.56 36.03 7.18 37.63 7.39 9 21.79 5.56 31.00 6.89 35.63 7.60 40.53 8.35 42.34 8.63 10 24.21 6.17 34.44 7.86 39.59 8.75 45.04 9.72 47.04 10.04 11 26.63 6.86 37.89 8.97 43.55 10.04 49.54 10.51 51.74 10.68 12 29.05 7.66 41.33 10.09 47.51 10.61 54.04 11.15 56.45 11.35 13 31.47 8.52 44.78 10.63 51.46 11.21 58.55 11.87 61.15 12.12 14 33.89 9.49 48.22 11.18 55.42 11.89 63.05 12.66 65.86 12.93 15 36.31 10.22 51.66 11.79 59.38 12.63 67.55 13.53 70.56 13.88 16 38.73 10.66 55.11 12.48 63.34 13.42 72.06 14.44 75.27 14.81 17 41.15 11.11 58.55 13.17 67.30 14.28 76.56 15.52 79.97 15.93 18 43.57 11.59 62.00 13.99 71.26 15.22 81.07 16.52 84.67 17.04 19 45.99 12.15 65.44 14.76 75.22 16.18 85.57 17.73 89.38 18.17 20` 48.41 12.71 68.88 15.73 79.18 17.25 90.07 18.44 94.08 18.78 21 50.83 13.30 72.33 16.60 83.13 18.21 94.58 19.14 98.79 19.45 22 53.25 13.98 75.77 17.64 87.09 18.76 99.08 19.75 103.49 20.11 23 55.68 14.59 79.22 18.34 91.05 19.38 103.58 20.46 108.19 20.78 24 58.10 15.37 82.66 18.90 95.01 19.96 108.09 21.10 112.90 21.54 25 60.52 16.09 86.11 19.44 98.97 20.61 112.59 21.79 117.60 22.23 26 62.94 16.86 89.55 19.98 102.93 21.26 117.09 22.52 122.31 22.91 27 65.36 17.71 92.99 20.59 106.89 21.88 121.60 23.14 127.01 23.65 (11 28 67.78 18.29 96.44 21.18 110.85 22.56 126.10 23.84 131.71 24.27 29 70.20- 18.71 44:88"` 21.76 'x 21.4.80-y 23.13 130 6i;' 24.51 136.42,: 25.01 30 68.99 19.18 98.16 22.36 112.83 23.78 128.35 25.17 134.07 25.64 31 67.78 19.57 96.44 22.88 110.85 24.31 126.10 25.77 131.71 26.33 32 66.57 19.94 94.72 23.39 108.87 24.90 123.85 26.40 129.36 27.05 33 65.36 20.36 92.99 23.85 106.89 25.36 121.60 27.09 127.01 28.19 34 64.15 20.69 91.27 24.26 104.91 25.86 119.35 28.14 124.66 29.43 35 62.94 21.01 89.55 24.75 102.93 26.36 117.09 29.30 122.31 30.40 36 61.73 21.41 87.83 25.11 100.95 26.87 114.84 30.18 119.95 32.97 • 37 60.52 21.67 86.11 25.45 98.97 27.57 112.59 32.23 117.60 35.54 . 38 59.31 21.95 84.38 25.83 96.99 28.44 110.34 34.57 115.25 38.08 39 58.10 22.24 82.66 26.20 95.01 29.30 108.09 36.87 112.90 40.57 5 40 56.89 22.52 80.94 26.54 93.03 29.99 105.84 39.12 110.55 43.00 41 55.68 22.76 79.22 26.93 91.05 31.02 103.58 41.29 108.19 45.75 42 54.46 22.94 77.50 27.41 89.07 32.69 101.33 43.41 105.84 48.58 43 53.25 23.14 75.77 27.99 87.09 34.32 99.08 45.83 103.49 51.34 44 52.04 23.38 74.05 28.59 85.11 35.90 96.83 48.24 101.14 53.96 tihr 45 50.83 23.60 72.33 29.16 83.13 37.42 94.58 50.53 98.79 56.47 46 49.62 23.75 70.61 29.69 81.15 38.85 92.32 52.74 96.43 58.74 47 48.41 23.90 68.89 30.05 79.18 40.21 90.07 54.76 94.08 60.82 48 47.20 24.04 67.16 30.54 77.20 41.49 87.82 56.62 91.73 62.66 Ia< 49 45.99 24.18 65.44 31.54 75.22 42.68 85.57 58.27 89.38 64.31 0= 50 44.78 24.31 63.72 32.47 73.24 43.86 83.32 59.76 87.03 65.72 51 43.57 24.46 62.00 33.36 71.26 45.08 81.07 61.04 84.67 66.91 52 42.36 24.59 60.27 34.18 69.28 46.15 78.81 62.12 82.32 67.92 53 41.15 24.72 58.55 34.94 67.30 47.16 76.56 63.03 79.97 68.73 I 11 54 39.94 24.82 56.83 35.64 65.32 48.08 74.31 63.76 77.62 69.34 55 38.73 24.91 55.11 36.26 63.34 48.85 72.06 64.32 75.27 69.77 56 37.52 24.98 53.39 36.83 61.36 49.49 69.81 64.71 72.91 70.04 57 36.31 25.05 51.66 37.33 59.38 50.01 67.55 64.94 70.56 :70:14; .58 35.10 25.10 49.94 37.76 57.40 50.43 65.30 a 6su03 68.21 70.09 59 33.89 25.16 48.22 38.12 55.42 50.74 63.05 64.98 65.86 69.91 Inflow Outflow Inflow Outflow Inflow Outflow Inflow Outflow Inflow Outflow 2yr 2yr 10yr 10yr 25yr 25yr 50yr 50yr 100yr 100yr 60 32.68 25.20 46.50 38.41 53.44 50.93 60.80 64.80 63.51 69.59 61 31.47 25.24 44.78 38.65 51.46 51.01:•', 58.55 64.50 61.15 69.15 62 30.26 25.27 43.05 38.82 49.48 50.98 56.30 64.08 58.80 68.59 63 29.05 25.29 41.33 38.93 47.51 50.85 54.04 63.55 56.45 67.92 64 27.84 25.31 39.61 38=98 45.53 50.63 51.79 62.92 54.10 67.15 65 26.63 25.32 37.89 38.97 43.55 50.32 49.54 62.20 51.74 66.30 66 25.42 ! 25 31 " 36.16 38.91 41.57 49.93 47.29 61.42 49.39 65.37 67 24.21 25.32 34.44 38.79 39.59 49.49 45.04 60.55 47.04 64.36 68 23.00 25.31 32.72 38.62 37.61 48.97 42.78 59.60 44.69 63.26 69 21.79 25.30 31.00 38.40 35.63 48.38 40.53 58.58 42.34 62.10 70 20.58 25.28 29.28 38.14 33.65 47.72 38.28 57.51 39.98 60.91 71 19.37 25.25 27.55 37.83 31.67 47.01 36.03 56.40 37.63 59.65 72 18.15 25.21 25.83 37.48 29.69 46.26 33.78 55.23 35.28 58.33 73 16.94 25.17 24.11 37.08 27.71 45.51 31.53 54.00 32.93 57.00 L 74 15.73 25.12 22.39 36.64 25.73 44.71 29.27 52.79 30.58 55.62 75 14.52 25.06 20.67 36.16 23.75 43.85 27.02 51.52 28.22 54.19 1 • 76 13.31 25.00 18.94 35.66 21.77 43.03 24.77 50.20 25.87 52.79 77 12.10 24.93 17.22 35.13 19.79 42.27 22.52 48.93 23.52 51.34 IP 78 10.89 24.86 15.50 34.55 17.81 41.46 20.27 47.62 21.17 49.87 79 9.68 24.78 13.78 33.95 15.84 40.62 18.01 46.29 18.82 48.44 80 8.47 24.66 12.05 33.34 13.86 39.78 15.76 45.03 16.46 46.98 ID 31 7.26 24.53 10.33 32.69 11.88 38.89 13.51 43.73 14.11 45.58 82 6.05 24.40 8.61 32.02 9.90 37.99 11.26 42.58 11.76 44.18 • 83 4.84 24.27 6.89 31.34 7.92 37.07 9.01 41.47 9.41 42.87 • 84 3.63 24.14 5.17 30.63 5.94 36.12 6.76 40.33 7.06 41.68 85 2.42 24.02 3.44 30.18 3.96 35.16 4.50 39.19 4.70 40.46 • 86 1.21 23.88 1.72 29.94 1.98 34.18 2.25 38.03 2.35 39.25 87 0.00 23.75 0.00 29.67 0.00 33.21 0.00 36.86 0.00 38.02 Ill 88 0.00 23.61 0.00 29.30 0.00 32.23 0.00 35.71 0.00 36.81 89 0.00 23.44 0.00 28.94 0.00 31.33 0.00 34.62 0.00 35.66 IP 90 0.00 23.25 0.00 28.56 0.00 30.46 0.00 33.59 0.00 34.57 • 91 0.00 23.06 0.00 28.19 0.00 30.09 0.00 32.60 0.00 33.54 92 0.00 22.93 0.00 27.84 0.00 29.82 0.00 31.67 0.00 32.56 ID 93 0.00 22.80 0.00 27.52 0.00 29.50 0.00 30.79 0.00 31.63 94 0.00 22.66 0.00 27.20 0.00 29.13 0.00 30.19 0.00 30.75 . 95 0.00 22.48 0.00 26.98 0.00 28.76 0.00 29.93 0.00 30.18 Ill 96 0.00 22.31 0.00 26.76 0.00 28.39 0.00 29.64 0.00 29.91 97 0.00 22.13 0.00 26.57 0.00 28.02 0.00 29.27 0.00 29.62 II 98 0.00 21.96 0.00 26.41 0.00 27.69 0.00 28.91 0.00 29.26 99 0.00 21.79 0.00 26.25 0.00 27.37 0.00 28.53 0.00 28.89 . 100 0.00 21.64 0.00 26.09 0.00 27.10 0.00 28.16 0.00 28.52 . 101 0.00 21.50 0.00 25.92 0.00 26.88 0.00 27.82 0.00 28.15 102 0.00 21.33 0.00 25.75 0.00 26.66 0.00 27.49 0.00 27.80 . 103 0.00 21.12 0.00 25.59 0.00 26.50 0.00 27.18 0.00 27.48 104 0.00 20.92 0.00 25.43 0.00 26.34 0.00 26.96 0.00 27.17 II 105 0.00 20.77 0.00 25.29 0.00 26.18 0.00 26.75 0.00 26.95 106 0.00 20.63 0.00 25.15 0.00 26.01 0.00 26.56 0.00 26.74 . 107 0.00 20.50 0.00 25.01 0.00 25.84 0.00 26.40 0.00 26.55 . 108 0.00 20.31 0.00 24.87 0.00 25.68 0.00 26.24 0.00 26.39 109 0.00 20.13 0.00 24.72 0.00 25.51 0.00 26.07 0.00 26.23 41) 110 0.00 19.95 0.00 24.53 0.00 25.36 0.00 25.90 0.00 26.06 111 0.00 19.79 0.00 24.35 0.00 25.22 0.00 25.74 0.00 25.90 112 0.00 19.63 0.00 24.19 0.00 25.08 0.00 25.57 0.00 25.73 113 0.00 19.48 0.00 24.04 0.00 24.94 0.00 25.42 0.00 25.57 114 0.00 19.33 0.00 23.90 0.00 24.81 0.00 25.28 0.00 25.41 115 0.00 19.18 0.00 23.76 0.00 24.63 0.00 25.14 0.00 25.27 116 0.00 19.02 0.00 23.63 0.00 24.45 0.00 25.00 0.00 25.13 117 0.00 18.83 0.00 23.46 0.00 24.27 0.00 24.86 0.00 24.99 118 0.00 18.64 0.00 23.27 0.00 24.12 0.00 24.70 0.00 24.85 119 0.00 18.47 0.00 23.08 0.00 23.98 0.00 24.52 0.00 24.69 �:. 120 0.00 18.33 0.00 22.94 0.00 23.84 0.00 24.33 0.00 24.51 121 0.00 18.20 0.00 22.81 0.00 23.70 0.00 24.18 0.00 24.32 122 0.00 18.06 0.00 22.67 0.00 23.56 0.00 24.03 0.00 24.17 Inflow Outflow Inflow Outflow Inflow Outflow Inflow Outflow Inflow Outflow 2yr 2yr 10yr lOyr 25yr 25yr 50yr 50yr 100yr 100yr 123 0.00 17.73 0.00 22.50 0.00 23.37 0.00 23.89 0.00 24.03 124 0.00 17.41 0.00 22.32 0.00 23.18 0.00 23.75 0.00 23.88 Ili 125 0.00 17.10 0.00 22.15 0.00 23.01 0.00 23.61 0.00 23.75 126 0.00 16.79 0.00 21.97 0.00 22.88 0.00 23.44 0.00 23.61 N127 0.00 16.49 0.00 21.80 0.00 22.75 0.00 23.25 0.00 23.43 128 0.00 16.21 0.00 21.65 0.00 22.59 0.00 23.06 0.00 23.24 III 129 0.00 15.97 0.00 21.51 0.00 22.42 0.00 22.93 0.00 23.05 1111 130 0.00 15.73 0.00 21.35 0.00 22.24 0.00 22.80 0.00 22.92 131 0.00 15.46 0.00 21.14 0.00 22.07 0.00 22.66 0.00 22.79 IIIIII 132 0.00 15.16 0.00 20.94 0.00 21.89 0.00 22.48 0.00 22.65 133 0.00 14.87 0.00 20.78 0.00 21.73 0.00 22.31 0.00 22.48 d 134 0.00 14.61 0.00 20.64 0.00 21.59 0.00 22.13 0.00 22.30 135 0.00 14.39 0.00 20.51 0.00 21.45 0.00 21.96 0.00 22.12 136 0.00 14.17 0.00 20.33 0.00 21.25 0.00 21.79 0.00 21.95 137 0.00 13.96 0.00 20.14 0.00 21.05 0.00 21.64 0.00 21.78 138 0.00 13.71 0.00 19.96 0.00 20.85 0.00 21.50 0.00 21.64 139 0.00 13.47 0.00 19.80 0.00 20.72 0.00 21.33 0.00 21.49 140 0.00 13.23 0.00 19.65 0.00 20.58 0.00 21.13 0.00 21.32 141 0.00 13.01 0.00 19.49 0.00 20.43 0.00 20.92 0.00 21.12 142 0.00 12.81 0.00 19.34 0.00 20.24 0.00 20.77 0.00 20.91 143 0.00 12.61 0.00 19.19 0.00 20.06 0.00 20.63 0.00 20.76 144 0.00 12.42 0.00 19.03 0.00 19.89 0.00 20.50 0.00 20.63 145 0.00 12.22 0.00 18.84 0.00 19.73 0.00 20.32 0.00 20.49 146 0.00 12.01 0.00 18.65 0.00 19.58 0.00 20.13 0.00 20.31 147 0.00 11.81 0.00 18.48 0.00 19.42 0.00 19.95 0.00 20.12 . 148 0.00 11.61 0.00 18.35 0.00 19.27 0.00 19.79 0.00 19.94 149 0.00 11.43 0.00 18.21 0.00 19.12 0.00 19.64 0.00 19.78 150 0.00 11.25 0.00 18.08 0.00 18.94 0.00 19.48 0.00 19.63 151 0.00 11.08 0.00 17.76 0.00 18.76 0.00 19.33 0.00 19.47 152 0.00 10.92 0.00 17.44 0.00 18.57 0.00 19.18 0.00 19.32 4111 153 0.00 10.75 0.00 17.12 0.00 18.42 0.00 19.02 0.00 19.17 III 154 0.00 10.57 0.00 16.81 0.00 18.29 0.00 18.83 0.00 19.01 155 0.00 10.40 0.00 16.51 0.00 18.16 0.00 18.64 0.00 18.82 II 156 0.00 10.24 0.00 16.23 0.00 17.93 0.00 18.47 0.00 18.63 157 0.00 10.07 0.00 15.99 0.00 17.61 0.00 18.34 0.00 18.46 1111 158 0.00 9.73 0.00 15.75 0.00 17.29 0.00 18.21 0.00 18.33 III 159 0.00 9.35 0.00 15.48 0.00 16.98 0.00 18.06 0.00 18.20 160 0.00 8.97 0.00 15.18 0.00 16.67 0.00 17.73 0.00 18.04 • 161 0.00 8.61 0.00 14.89 0.00 16.37 0.00 17.41 0.00 17.72 162 0.00 8.28 0.00 14.62 0.00 16.12 0.00 17.10 0.00 17.40 01,1 163 0.00 7.96 0.00 14.40 0.00 15.88 0.00 16.79 0.00 17.08 164 0.00 7.66 0.00 14.19 0.00 15.64 0.00 16.49 0.00 16.78 165 0.00 7.38 0.00 13.97 0.00 15.34 0.00 16.21 0.00 16.47 I 166 0.00 167 0.00 7.10 0.00 13.73 0.00 15.05 0.00 15.97 0.00 16.20 6.82 0.00 13.49 0.00 14.76 0.00 15.73 0.00 15.96 168 0.00 6.55 0.00 13.25 0.00 14.52 0.00 15.46 0.00 15.72 169 0.00 6.33 0.00 13.03 0.00 14.30 0.00 15.16 0.00 15.44 I IIIHL 170 0.00 171 0.00 6.12 0.00 12.83 0.00 14.09 0.00 14.87 0.00 15.15 5.92 0.00 12.63 0.00 13.86 0.00 14.61 0.00 14.86 172 0.00 5.70 0.00 12.43 0.00 13.62 0.00 14.39 0.00 14.60 173 0.00 5.49 0.00 12.23 0.00 13.38 0.00 14.17 0.00 14.38 174 0.00 5.28 0.00 12.03 0.00 13.14 0.00 13.96 0.00 14.16 175 0.00 5.10 0.00 11.82 0.00 12.93 0.00 13.71 0.00 13.95 176 0.00 4.93 0.00 11.63 0.00 12.73 0.00 13.47 0.00 13.70 +' 177 0.00 4.76 0.00 11.44 0.00 12.54 0.00 13.23 0.00 13.46 178 0.00 4.60 0.00 11.27 0.00 12.35 0.00 13.01 0.00 13.22 179 0.00 4.46 0.00 11.10 0.00 12.14 0.00 12.81 0.00 13.00 Ilk 180 0.00 4.32 0.00 10.93 0.00 11.93 0.00 12.61 0.00 12.80 181 0.00 4.19 0.00 10.76 0.00 11.73 0.00 12.42 0.00 12.60 C 182 0.00 4.06 0.00 10.59 0.00 11.54 0.00 12.22 0.00 12.41 C 183 0.00 3.94 0.00 10.42 0.00 11.36 0.00 12.01 0.00 12.21 184 0.00 3.82 0.00 10.25 0.00 11.19 0.00 11.81 0.00 12.00 L. 185 0.00 3.71 0.00 10.08 0.00 11.02 0.00 11.61 0.00 11.80 Ilk . • Inflow Outflow Inflow Outflow Inflow Outflow Inflow Outflow Inflow Outflow 1111 2yr 2yr l0yr lOyr 25yr 25yr 50yr 50yr 100yr 100yr 186 0.00 3.60 0.00 9.77 0.00 10.86 0.00 11.43 0.00 11.60 • 187 0.00 2.73 0.00 9.39 0.00 10.68 0.00 11.26 0.00 11.42 III 188 0.00 1.40 0.00 9.00 0.00 10.51 0.00 11.09 0.00 11.25 189 0.00 0.82 0.00 8.64 0.00 10.34 0.00 10.92 0.00 11.08 M 190 0.00 0.55 0.00 8.30 0.00 10.17 0.00 10.75 0.00 10.91 191 0.00 0.38 0.00 7.98 0.00 9.98 0.00 10.58 0.00 10.74 • 192 0.00 0.27 0.00 7.68 0.00 9.59 0.00 10.40 0.00 10.57 IP 193 0.00 0.20 0.00 7.40 0.00 9.21 0.00 10.24 0.00 10.40 194 0.00 0.16 0.00 7.12 0.00 8.83 0.00 10.07 0.00 10.23 IIIIIII 195 0.00 0.13 - 0.00 6.84 0.00 8.48 0.00 9.74 0.00 10.06 196 0.00 0.11 0.00 6.58 0.00 8.15 0.00 9.36 0.00 9.72 ill 197 0.00 0.09 0.00 6.35 0.00 7.84 0.00 8.98 0.00 9.34 198 0.00 0.07 0.00 6.14 0.00 7.55 0.00 8.61 0.00 8.96 199 0.00 0.06 0.00 5.94 0.00 7.27 0.00 8.28 0.00 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Q 1 a 0 E 0c. ,-.11::d 7 RI J 111 o / _ o ,r o • o� 40 _ rn ! _ o AINI- I. 00 CO e o N 0 VD „` oL.0 N •q. 6ti ` i - d m "" .,. `,--1 . *► - O S. 7 ON r °••• - O iu11111 IULJLLf _ soa_ 0 000000 0000000000000000000000000000000000000 0000 0000 00000 0000000000000000000000000000000000000 Ci O LO N CO 4 O lD N CO d O LO N CO V O lD N CO .4 O lD N CO 4 O iD N 00 4 O QS N 00 4 O �' .1 m m N N N ri r-1 O O 0 Cil Ql co CO CO I, N VD VD VD u) ul cr d' V m m N N N r-1 ri r-I e-I r-1 e-I r-I r-I ri .--I r I ri r-1 e-I (sp)eZJeLps!a 111114 to 0 Pre-Development Vs.Post-Development Hydrographs Appendix C • Pre Post Pre Post Pre Post Pre Post Pre Post 2yr 2yr 10yr 10yr 25yr 25yr 50yr 50yr 100yr IOOyr ® Time(min) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) Q(cfs) 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.14 1.55 1.63 2.17 1.87 2.51 2.13 2.87 2.23 3.01 2 2.27 4.10 3.26 6.01 3.75 7.04 4.27 8.16 4.46 8.58 3 3.41 7.70 4.89 9.33 5.62 10.19 6.40 11.09 6.69 11.43 4 4.55 9.24 6.52 11.47 7.50 12.65 8.54 13.89 8.93 14.37 5 5.69 10.84 8.15 13.72 9.37 15.24 10.67 16.83 11.16 17.45 6 6.82 12.51 9.77 16.07 11.25 17.97 12.81 19.96 13.39 20.73 7 7.96 14.26 11.40 18.57 13.12 20.88 14.94 23.27 15.62 24.17 8 9.10 16.09 13.03 21.21 15.00 23.86 17.08 26.72 17.85 27.80 9 10.24 18.04 14.66 23.92 16.87 27.05 19.21 30.34 20.08 31.59 10 11.37 20.04 16.29 26.79 18.75 30.37 21.35 34.16 22.32 35.56 11 12.51 20.03 17.92 26.95 20.62 30.58 23.48 33.72 24.55 34.92 12 13.65 20.14 19.55 27.13 22.49 30.07 25.62 33.14 26.78 34.31 13 14.79 20.30 21.18 26.71 24.37 29.59 27.75 32.64 29.01 33.81 14 15.92 20.58 22.81 26.32 26.24 29.18 29.89 32.21 31.24 33.34 15 17.06 20.62 24.44 25.99 28.12 28.84 32.02 31.85 33.47 33.02 16 18.20 20.37 26.06 25.73 29.99 28.55 34.16 31.54 35.70 32.67 17 19.33 20.13 27.69 25.47 31.87 28.33 36.29 31.40 37.94 32.51 18 20.47 19.91 29.32 25.35 33.74 28.19 38.43 31.18 40.17 32.35 19 21.61 19.78 30.95 25.17 35.62 28.07 40.56 31.17 42.40 32.21 20 22.75 19.64 32.58 25.19 37.49 28.06 42.70 30.66 44.63 31.53 21 23.88 19.54 34.21 25.12 39.37 27.94 44.83 30.13 46.86 30.93 22 25.02 19.53 35.84 25.21 41.24 27.41 46.97 29.52 49.09 30.31 23 26.16 19.44 37.47 24.96 43.11 26.94 49.10 29.01 51.33 29.71 • 24 27.30 19.53 39.10 24.57 44.99 26.44 51.24 28.43 53.56 29.19 25 28.43 19.55 40.73 24.18 46.86 26.02 53.37 27.90 55.79 28.61 IIIII 26 29.57 19.63 42.36 23.77 48.74 25.58 55.51 27.40 58.02 28.01 27 30.71 19.79 43.98 23.43 50.61 25.12 57.64 26.81 60.25 27.47 1111 28 31.84 19.67 45.61 23.07 52.49 24.72 59.78 26.29 62.48 26.82 29 32.98 19.40 47.24 22.71 54.36 24.21 61.91 25.74 64.71 26.28 C 30 34.12 19.18 48.87 22.36 56.24 23.78 64.05 25.17 66.95 25.64 • 31 35.26 19.57 50.50 22.88 58.11 24.31 66.18 25.77 69.18 26.33 32 36.39 19.94 52.13 23.39 59.98 24.90 68.32 26.40 71.41 27.05 al 33 37.53 20.36 53.76 23.85 61.86 25.36 70.45 27.09 73.64 28.19 34 38.67 20.6955,39 24.26 *61.7V::: 25.86 ;-72 59'4 28.14 75.81',..".:. 29.43 ill 35 38.10 21.01 54.57 24.75 62.80 26.36 71.52 29.30 74.76 30.40 1111 36 37.53 21.41 53.76 25.11 61.86 26.87 70.45 30.18 73.64 32.97 37 36.96 21.67 52.94 25.45 60.92 27.57 69.39 32.23 72.53 35.54 4111 38 36.39 21.95 52.13 25.83 59.98 28.44 68.32 34.57 71.41 38.08 39 35.83 22.24 51.32 26.20 59.05 29.30 67.25 _ 36.87 70.29 40.57 el% 40 35.26 22.52 50.50 26.54 58.11 29.99 66.18 39.12 69.18 43.00 41 34.69 22.76 49.69 26.93 57.17 31.02 65.12 41.29 68.06 45.75 -- 42 34.12 22.94 48.87 27.41 56.24 32.69 64.05 43.41 66.95 48.58 • 43 33.55 23.14 48.06 27.99 55.30 34.32 62.98 45.83 65.83 51.34 44 32.98 23.38 47.24 28.59 54.36 35.90 61.91 48.24 64.71 53.96 45 32.41 23.60 46.43 29.16 53.42 37.42 60.85 50.53 63.60 56.47 46 31.84 23.75 45.61 29.69 52.49 38.85 59.78 52.74 62.48 58.74 47 31.28 23.90 44.80 30.05 51.55 40.21 58.71 54.76 61.37 60.82 C 48 30.71 24.04 43.98 30.54 50.61 41.49 57.64 56.62 60.25 62.66 49 30.14 24.18 43.17 31.54 49.67 42.68 56.58 58.27 59.14 64.31 /# 50 29.57 24.31 42.36 32.47 48.74 43.86 55.51 59.76 58.02 65.72 51 29.00 24.46 41.54 33.36 47.80 45.08 54.44 61.04 56.90 66.91 52 28.43 24.59 40.73 34.18 46.86 46.15 53.37 62.12 55.79 67.92 53 27.86 24.72 39.91 34.94 45.93 47.16 52.31 63.03 54.67 68.73 54 27.30 24.82 39.10 35.64 44.99 48.08 51.24 63.76 53.56 69.34 55 26.73 24.91 38.28 36.26 44.05 48.85 50.17 64.32 52.44 69.77 56 26.16 24.98 37.47 36.83 43.11 49.49 49.10 64.71 51.33 70.04 1, 57 25.59 25.05 36.65 37.33 42.18 50.01 48.04 64.94 50.21 000.1.46 58 25.02 25.10 35.84 37.76 41.24 50.43 46.97 65.0i7 49.09 70.09 4 59 24.45 25.16 35.02 38.12 40.30 50.74 45.90 64.98 47.98 69.91 r Pre Post Pre Post Pre Post Pre Post Pre Post 2yr 2yr 10yr 10yr 25yr 25yr 50yr 50yr 100yr 100yr 60 23.88 25.20 34.21 38.41 39.36 50.93 44.83 64.80 46.86 69.59 61 23.31 25.24 33.40 38.65 38.43 5101,;x', 43.77 64.50 45.75 69.15 62 22.75 25.27 32.58 38.82 37.49 50.98 42.70 64.08 44.63 68.59 63 22.18 25.29 31.77 38.93 36.55 50.85 41.63 63.55 43.52 67.92 64 21.61 25.31 30.95 kil/E9t4 35.62 50.63 40.56 62.92 42.40 67.15 65 21.04 25.32 30.14 38.97 34.68 50.32 39.50 62.20 41.28 66.30 66 20.47 ;•!.,21335 29.32 38.91 33.74 49.93 38.43 61.42 40.17 65.37 67 19.90 25.32 28.51 38.79 32.80 49.49 37.36 60.55 39.05 64.36 68 19.33 25.31 27.69 38.62 31.87 48.97 36.29 59.60 37.94 63.26 69 18.77 25.30 26.88 38.40 30.93 48.38 35.23 58.58 36.82 62.10 70 18.20 25.28 26.06 38.14 29.99 47.72 34.16 57.51 35.70 60.91 71 17.63 25.25 25.25 37.83 29.06 47.01 33.09 56.40 34.59 59.65 72 17.06 25.21 24.44 37.48 28.12 46.26 32.02 55.23 33.47 58.33 73 16.49 25.17 23.62 37.08 27.18 45.51 30.96 54.00 32.36 57.00 74 15.92 25.12 22.81 36.64 26.24 44.71 29.89 52.79 31.24 55.62 75 15.35 25.06 21.99 36.16 25.31 43.85 28.82 51.52 30.13 54.19 76 14.79 25.00 21.18 35.66 24.37 43.03 27.75 50.20 29.01 52.79 77 14.22 24.93 20.36 35.13 23.43 42.27 26.69 48.93 27.89 51.34 78 13.65 24.86 19.55 34.55 22.49 41.46 25.62 47.62 26.78 49.87 79 13.08 24.78 18.73 33.95 21.56 40.62 24.55 46.29 25.66 48.44 80 12.51 24.66 17.92 33.34 20.62 39.78 23.48 45.03 24.55 46.98 81 11.94 24.53 17.11 32.69 19.68 38.89 22.42 43.73 23.43 45.58 82 11.37 24.40 16.29 32.02 18.75 37.99 21.35 42.58 22.32 44.18 83 10,80 24.27 15.48 31.34 17.81 37.07 20.28 41.47 21.20 42.87 84 10.24 24.14 14.66 30.63 16.87 36.12 19.21 40.33 20.08 41.68 85 9.67 24.02 13.85 30.18 15.93 35.16 18.15 39.19 18.97 40.46 86 9.10 23.88 13.03 29.94 15.00 34.18 17.08 38.03 17.85 39.25 87 8.53 23.75 12.22 29.67 14.06 33.21 16.01 36.86 16.74 38.02 88 7.96 23.61 11.40 29.30 13.12 32.23 14.94 35.71 15.62 36.81 89 7.39 23.44 10.59 28.94 12.18 31.33 13.88 34.62 14.51 35.66 90 6.82 23.25 9.77 28.56 11.25 30.46 12.81 33.59 13.39 34.57 • 91 6.26 23.06 8.96 28.19 10.31 30.09 11.74 32.60 12.27 33.54 92 5.69 22.93 8.15 27.84 9.37 29.82 10.67 31.67 11.16 32.56 • 93 5.12 22.80 7.33 27.52 8.44 29.50 9.61 30.79 10.04 31.63 94 4.55 22.66 6.52 27.20 7.50 29.13 8.54 30.19 8.93 30.75 • 95 3.98 22.48 5.70 26.98 6.56 28.76 7.47 29.93 7.81 30.18 • 96 3.41 22.31 4.89 26.76 5.62 28.39 6.40 29.64 6.69 29.91 97 2.84 22.13 4.07 26.57 4.69 28.02 5.34 29.27 5.58 29.62 • 98 2.27 21.96 3.26 26.41 3.75 27.69 4.27 28.91 4.46 29.26 99 1.71 21.79 2.44 26.25 2.81 27.37 3.20 28.53 3.35 28.89 100 1.14 21.64 1.63 26.09 1.87 27.10 2.13 28.16 2.23 28.52 • 101 0.57 21.50 0.81 25.92 0.94 26.88 1.07 27.82 1.12 28.15 102 0.00 21.33 0.00 25.75 0.00 26.66 0.00 27.49 0.00 27.80 103 0.00 21.12 0.00 25.59 0.00 26.50 0.00 27.18 0.00 27.48 104 0.00 20.92 0.00 25.43 0.00 26.34 0.00 26.96 0.00 27.17 • 105 0.00 20.77 0.00 25.29 0.00 26.18 0.00 26.75 0.00 26.95 106 0.00 20.63 0.00 25.15 0.00 26.01 0.00 26.56 0.00 26.74 • 107 0.00 20.50 0.00 25.01 0.00 25.84 0.00 26.40 0.00 26.55 • 108 0.00 20.31 0.00 24.87 0.00 25.68 0.00 26.24 0.00 26.39 109 0.00 20.13 0.00 24.72 0.00 25.51 0.00 26.07 0.00 26.23 110 0.00 19.95 0.00 24.53 0.00 25.36 0.00 25.90 0.00 26.06 111 0.00 19.79 0.00 24.35 0.00 25.22 0.00 25.74 0.00 25.90 • 112 0.00 19.63 0.00 24.19 0.00 25.08 0.00 25.57 0.00 25.73 113 0.00 19.48 0.00 24.04 0.00 24.94 0.00 25.42 0.00 25.57 114 0.00 19.33 0.00 23.90 0.00 24.81 0.00 25.28 0.00 25.41 115 0.00 19.18 0.00 23.76 0.00 24.63 0.00 25.14 0.00 25.27 116 0.00 19.02 0.00 23.63 0.00 24.45 0.00 25.00 0.00 25.13 �.; 117 0.00 18.83 0.00 23.46 0.00 24.27 0.00 24.86 0.00 24.99 118 0.00 18.64 0.00 23.27 0.00 24.12 0.00 24.70 0.00 24.85 119 0.00 18.47 0.00 23.08 0.00 23.98 0.00 24.52 0.00 24.69 0 120 0.00 18.33 0.00 22.94 0.00 23.84 0.00 24.33 0.00 24.51 121 0.00 18.20 0.00 22.81 0.00 23.70 0.00 24.18 0.00 24.32 122 0.00 18.06 0.00 22.67 0.00 23.56 0.00 24.03 0.00 24.17 Pre Post Pre Post Pre Post Pre Post Pre Post 2yr 2yr lOyT 10yr 25yr 25yr 50yr 50yr 100yr 100yr 123 0.00 17.73 0.00 22.50 0.00 23.37 0.00 23.89 0.00 24.03 124 0.00 17.41 0.00 22.32 0.00 23.18 0.00 23.75 0.00 23.88 125 0.00 17.10 0.00 22.15 0.00 23.01 0.00 23.61 0.00 23.75 126 0.00 16.79 0.00 21.97 0.00 22.88 0.00 23.44 0.00 23.61 127 0.00 16.49 0.00 21.80 0.00 22.75 0.00 23.25 0.00 23.43 128 0.00 16.21 0.00 21.65 0.00 22.59 0.00 23.06 0.00 23.24 129 0.00 15.97 0.00 21.51 0.00 22.42 0.00 22.93 0.00 23.05 130 0.00 15.73 0.00 21.35 0.00 22.24 0.00 22.80 0.00 22.92 131 0.00 15.46 0.00 21.14 0.00 22.07 0.00 22.66 0.00 22.79 132 0.00 15.16 0.00 20.94 0.00 21.89 0.00 22.48 0.00 22.65 133 0.00 14.87 0.00 20.78 0.00 21.73 0.00 22.31 0.00 22.48 134 0.00 14.61 0.00 20.64 0.00 21.59 0.00 22.13 0.00 22.30 135 0.00 14.39 0.00 20.51 0.00 21.45 0.00 21.96 0.00 22.12 136 0.00 14.17 0.00 20.33 0.00 21.25 0.00 21.79 0.00 21.95 137 0.00 13.96 0.00 20.14 0.00 21.05 0.00 21.64 0.00 21.78 138 0.00 13.71 0.00 19.96 0.00 20.85 0.00 21.50 0.00 21.64 139 0.00 13.47 0.00 19.80 0.00 20.72 0.00 21.33 0.00 21.49 140 0.00 13.23 0.00 19.65 0.00 20.58 0.00 21.13 0.00 21.32 141 0.00 13.01 0.00 19.49 0.00 20.43 0.00 20.92 0.00 21.12 142 0.00 12.81 0.00 19.34 0.00 20.24 0.00 20.77 0.00 20.91 143 0.00 12.61 0.00 19.19 0.00 20.06 0.00 20.63 0.00 20.76 144 0.00 12.42 0.00 19.03 0.00 19.89 0.00 20.50 0.00 20.63 145 0.00 12.22 0.00 18.84 0.00 19.73 0.00 20.32 0.00 20.49 146 0.00 12.01 0.00 18.65 0.00 19.58 0.00 20.13 0.00 20.31 147 0.00 11.81 0.00 18.48 0.00 19.42 0.00 19.95 0.00 20.12 148 0.00 11.61 0.00 18.35 0.00 19.27 0.00 19.79 0.00 19.94 149 0.00 11.43 0.00 18.21 0.00 19.12 0.00 19.64 0.00 19.78 150 0.00 11.25 0.00 18.08 0.00 18.94 0.00 19.48 0.00 19.63 151 0.00 11.08 0.00 17.76 0.00 18.76 0.00 19.33 0.00 19.47 152 0.00 10.92 0.00 17.44 0.00 18.57 0.00 19.18 0.00 19.32 153 0.00 10.75 0.00 17.12 0.00 18.42 0.00 19.02 0.00 19.17 154 0.00 10.57 0.00 16.81 0.00 18.29 0.00 18.83 0.00 19.01 155 0.00 10.40 0.00 16.51 0.00 18.16 0.00 18.64 0.00 18.82 156 0.00 10.24 0.00 16.23 0.00 17.93 0.00 18.47 0.00 18.63 157 0.00 10.07 0.00 15.99 0.00 17.61 0.00 18.34 0.00 18.46 158 0.00 9.73 0.00 15.75 0.00 17.29 0.00 18.21 0.00 18.33 159 0.00 9.35 0.00 15.48 0.00 16.98 0.00 18.06 0.00 18.20 ti' 160 0.00 8.97 0.00 15.18 0.00 16.67 0.00 17.73 0.00 18.04 1 ( 161 0.00 8.61 0.00 14.89 0.00 16.37 0.00 17.41 0.00 17.72 162 0.00 8.28 0.00 14.62 0.00 16.12 0.00 17.10 0.00 17.40 0 163 0.00 7.96 0.00 14.40 0.00 15.88 0.00 16.79 0.00 17.08 164 0.00 7.66 0.00 14.19 0.00 15.64 0.00 16.49 0.00 16.78 165 0.00 7.38 0.00 13.97 0.00 15.34 0.00 16.21 0.00 16.47 . 166 0.00 7.10 0.00 13.73 0.00 15.05 0.00 15.97 0.00 16.20 167 0.00 6.82 0.00 13.49 0.00 14.76 0.00 15.73 0.00 15.96 . 168 0.00 6.55 0.00 13.25 0.00 14.52 0.00 15.46 0.00 15.72 - 169 0.00 6.33 0.00 13.03 0.00 14.30 0.00 15.16 0.00 15.44 170 0.00 6.12 0.00 12.83 0.00 14.09 0.00 14.87 0.00 15.15 . 171 0.00 5.92 0.00 12.63 0.00 13.86 0.00 14.61 0.00 14.86 172 0.00 5.70 0.00 12.43 0.00 13.62 0.00 14.39 0.00 14.60 O 173 0.00 5.49 0.00 12.23 0.00 13.38 0.00 14.17 0.00 14.38 • 174 0.00 175 0.00 5.28 0.00 12.03 0.00 13.14 0.00 13.96 0.00 14.16 5.10 0.00 11.82 0.00 12.93 0.00 13.71 0.00 13.95 . 176 0.00 4.93 0.00 11.63 0.00 12.73 0.00 13.47 0.00 13.70 177 0.00 4.76 0.00 11.44 0.00 12.54 0.00 13.23 0.00 13.46 O 178 0.00 4.60 0.00 11.27 0.00 12.35 0.00 13.01 0.00 13.22 179 0.00 4.46 0.00 11.10 0.00 12.14 0.00 12.81 0.00 13.00 180 0.00 4.32 0.00 10.93 0.00 11.93 0.00 12.61 0.00 12.80 • 181 0.00 4.19 0.00 10.76 0.00 11.73 0.00 12.42 0.00 12.60 182 0.00 4.06 0.00 10.59 0.00 11.54 0.00 12.22 0.00 12.41 0 183 0.00 3.94 0.00 10.42 0.00 11.36 0.00 12.01 0.00 12.21 184 0.00 3.82 0.00 10.25 0.00 11.19 0.00 11.81 0.00 12.00 L 185 0.00 3.71 0.00 10.08 0.00 11.02 0.00 11.61 0.00 11.80 r Pre Post Pre Post Pre Post Pre Post Pre Post 2yr 2yr ldyr l0yr 25yr 25yr 50yr 50yr 100yr 100yr 186 0.00 3.60 0.00 9.77 0.00 10.86 0.00 11.43 0.00 11.60 187 0.00 2.73 0.00 9.39 0.00 10.68 0.00 11.26 0.00 11.42 188 0.00 1.40 0.00 9.00 0.00 10.51 0.00 11.09 0.00 11.25 189 0.00 0.82 0.00 8.64 0.00 10.34 0.00 10.92 0.00 11.08 190 0.00 0.55 0.00 8.30 0.00 10.17 0.00 10.75 0.00 10.91 191 0.00 0.38 0.00 7.98 0.00 9.98 0.00 10.58 0.00 10.74 192 0.00 0.27 0.00 7.68 0.00 9.59 0.00 10.40 0.00 10.57 193 0.00 0.20 0.00 7.40 0.00 9.21 0.00 10.24 0.00 10.40 194 0.00 0.16 0.00 7.12 0.00 8.83 0.00 10.07 0.00 10.23 L95 0.00 0.13 0.00 6.84 0.00 8.48 0.00 9.74 0.00 10.06 196 0.00 0.11 0.00 6.58 0.00 8.15 0.00 9.36 0.00 9.72 197 0.00 0.09 0.00 6.35 0.00 7.84 0.00 8.98 0.00 9.34 198 0.00 0.07 0.00 6.14 0.00 7.55 0.00 8.61 0.00 8.96 199 0.00 0.06 0.00 5.94 0.00 7.27 0.00 8.28 0.00 8.59 200 0.00 0.06 0.00 5.72 0.00 6.99 0.00 7.96 0.00 8.26 201 0.00 0.05 0.00 5.51 0.00 6.72 0.00 7.66 0.00 7.95 202 0.00 0.05 0.00 5.30 0.00 6.46 0.00 7.38 0.00 7.65 203 0.00 0.04 0.00 5.11 0.00 6.25 0.00 7.10 0.00 7.36 204 0.00 0.04 0.00 4.94 0.00 6.05 0.00 6.82 0.00 7.09 205 0.00 0.04 0.00 4.78 0.00 5.84 0.00 6.56 0.00 6.81 206 0.00 0.03 0.00 4.62 0.00 5.62 0.00 6.33 0.00 6.54 207 0.00 0.03 0.00 4.47 0.00 5.41 0.00 6.13 0.00 6.32 208 0.00 0.03 0.00 4.34 '0.00 5.21 0.00 5.92 0.00 6.12 209 0.00 0.02 0.00 4.20 0.00 5.03 0.00 5.70 0.00 5.91 210 0.00 0.02 0.00 4.07 0.00 4.86 0.00 5.49 0.00 5.69 211 0.00 0.02 0.00 3.95 0.00 4.70 0.00 5.28 0.00 5.48 212 0.00 0.02 0.00 3.83 0.00 4.55 0.00 5.10 0.00 5.27 213 0.00 0.02 0.00 3.72 0.00 4.41 0.00 4.93 0.00 5.09 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