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HomeMy WebLinkAboutSWP272201(1) f•t J / /ao HYDRAULIC REPORT for TYPE III ANALYSIS OF EAST VALLEY AND LIND BETWEEN 34TH &43RD RENTON, WASHINGTON for POWELL DEVELOPMENT i by BUSH,ROED & HITCHINGS, INC. 2009 MINOR AVENUE EAST SEATTLE, WA 98102 (206) 323-4144 BRH JOB NO. 91407.06 APRIL 17, 1992 °� Ts AL EXPIRES EXPIRES 3/6/4 Hydraulic Analysis: l s An off-site hydraulic analysis for the 229.4 acre basin (see attached map) has been re- quested by the City of Renton as part of the requirements to evaluate the proposed Pace and Homeclub projects which are located between Lind Avenue Southwest and East Valley Road (east-west) and Southwest 34th Street and Southwest 41st Street (north- south). The existing basin/storm drainage system consisted of the trunk lines located in the following streets: 1. East Valley Road from Southwest 41st Street to Southwest 34th Street. 2. Lind Avenue Southwest from Southwest 43rd Street to Southwest 34th Street. 3. Southwest 34th Street from Lind Avenue Southwest to Spring Brook Creek. The following parameters were agreed upon with Ron Straka of the City of Renton prior to the analysis. 1. The base flows from Panther Creek would be: 2yr = 36 cfs 10yr = 41 cfs 100yr = 41 cfs 2. A flow rate for the entire 229.4 acre basin would be obtained for the 2, 10 and 100 year storm events using the Santa Barbara Urban Hydrograph Method. An unde- veloped run-off coefficient would be used for the entire basin. 3. The flow rates for the 2, 10 and 100 year events for the sub-basins 1 through 7 would be proportional to the percentage of land area to the overall basin. 4. Not every storm line and catch basin is required to be reviewed . The discharge from the sub-basins could be routed to the most realistic single point of discharge. 5. The tail water elevations at Spring Brook Creek are: Event Elevation 2yr 11.58 10yr 14.06 100yr 15.45 Results: Given the parameters used the drainage from the Panther Creek basin, the existing East Valley Road system cannot convey the drainage for the 2 year event without overtopping at the storm drainage structures. The existing system within Lind Avenue Southwest can convey the 2 and 10 year storm events without overtopping at the catch basins. The storm drainage from the 100 year event had a maximum energy grade line of 1.2 feet higher than the existing gutter grade. Elevations of the hydraulic grade line at the discharge point for the future PACE and Homeclub developments are: Event Elevation 2yr 12.08 10yr 15.11 100yr 17.31 These elevations may possibly be lower if the Panther Creek basins drainage could be diverted as planned by the City in the future. 91407.06/ENG.39B BUSH, ROED & HITCHINGS, INC. LEUMM (OF URUSAUTTM Civil Engineers/Land Surveyors 2009 Minor Avenue East ` SEATTLE, WASHINGTON 98102 DATE 4 y//` 7—y�7 JOB � (206) 323-4144 FAX (206) 323-7135 ATTENTIONTO > WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via Uy the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order PF Pdi2-`- COPIES DATE NO. DESCRIPTION 417-� et2(�IZT � > 777L THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval For your use ❑ Approved as noted ❑ Submit copies for distribution > )�,As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS �NT F_ 6/6e7 AA� 14 G`�c_ oij6c 00e,4)S C14?W- <So 661<� 171-�'�- �✓� COPY TO �� SIGNED: PRODUCT 240d �Inc,Gmton,Mm.01471, If enclosures are not as noted, kindly notif us at once. Y i i 1 SUB-BASIN FLOW RATES (PROPORTION OF BASIN FLOW) BASIN AREA OF 2YR/24HR 10YR/24HR 100YR/24HR (ACRES) BASIN (CFS) (CFS) (CFS) 1 20. 7 9. 0 0.86 2 . 24 4 . 13 2 16. 7 7. 3 0. 70 1.82 3 . 35 3 28. 9 12 . 6 1. 20 3 . 13 5.78 4 70. 7 30. 8 2 . 94 7. 65 14 . 12 5 65. 6 28 . 6 2 . 73 7 . 11 13 . 11 6 18. 6 8. 1 0. 77 2 . 01 3 .71 7 8 . 2 3 . 6 0. 34 0.89 1. 65 TOTAL 229.4 ACRES 9.54 24.85 45.85 TOTAL BASIN FLOW RATE File Basin Hydrograph Storage Discharge Level pool 3 INPUT , MODIFY OR BROWSE DATA BASIN ID B3H SBUH HYDROGRAPH DESCRIPTION EXIST. 100 YR BASIN AREA ( acres ) 229.400 RAINFALL CHOICES RAIN PRECIP ( in ) 3. 90 1 . TYPE IA TIME INTERVAL( min ): 10.00 2. TYPE I TIME OF CONC (min ): 89.30 3. TYPE II RAINFALL SELECTION: 6 4. TYPE IIA ABSTRACT COEFF 0.20 S. TYPE 3 BASE FLOW (cfs ) 0.000 6. USER 1 STORM OUR (hrs ) 24.000 7. KC 7 DAY 8. CUSTOM PERVIOUS PARCEL IMPERVIOUS PARCEL AREA: 229.400 acres AREA: 0.000 acres CN 81 .00 CN 98.00 SUMMARY DATA PEAK HYDROGRAPH TIME: 8.33 hrs PEAK HYDROGRAPH FLOW: 4S.8486 cfs .10 )oU Y12 Peat_ r'L0LA -> TOTAL HYDROGRAPH VOL: 38.9S39 ac-ft P- HOME END Fi :Find F2:New F3:Get F4:Tc-Calc FS:Delete Pgup Pgdn FG:Compute F7: F8:Method F9:Template F10:Exit 1 . t t File Basin Hydrograph Storage Discharge Level pool 7 J INPUT , MODIFY OR BROWSE DATA BASIN ID BIH SBUH HYDROGRAPH ,DESCRIPTION EXIST. 2 YR. BASIN AREA (acres ) 229.400 RAINFALL CHOICES RAIN PP.ECIP ( in ) 2.00 1 . TYPE IA TIME INTERVAL( min ): 10.00 2. TYPE I TIME OF CONC (min ): 89.30 3. TYPE II RAINFALL SELECTION: 6 4. TYPE IIA ABSTRACT COEFF 0.20 S. TYPE 3 BASE FLOW (cfs ) 0.000 G. USER 1 STORM DUR (hrs ) 24.000 7. KC 7 DAY S. CUSTOM PERVIOUS PARCEL IMPERVIOUS PARCEL AREA: 229.400 acres AREA: 0.000 acres CN 81 .00 CN 98.00 SUMMARY DATA PEAK HYDROGRAPH TIME: 10.67 hrs PEAK HYDROGRAPH FLOW: 9.5442 cfs TOTAL HYDROGRAPH VOL: I1 .5569 ac-ft HOME END F1 :Find F2:New F3:Get F4:Tc-Calc FS:Delete Pgup Pgdn F6:Compute F7: F8:Method F9:Template F10:Exit File Basin Hydrograph Storage Discharge Level pool 3 INPUT , MODIFY OR BROWSE DATA BASIN ID 82H SBUH HYDROGRAPH DESCRIPTION EXIST. 10 YR. BASIN AREA (acres ) 229.400 RAINFALL CHOICES RAIN PRECIP ( in ) 2.90 1 . TYPE IA TIME INTERVAL(min): 10.00 2 . TYPE I TIME OF CONC (min ): 89.30 3. TYPE II RAINFALL SELECTION: 6 4. TYPE IIA ABSTRACT COEFF 0.20 S. TYPE 3 BASE FLOW (cfs ) 0.000 G. USER 1 STORM OUR (hrs ) 24.000 7. KC 7 DAY 8. CUSTOM PERVIOUS PARCEL IMPERVIOUS PARCEL AREA: 229.400 acres AREA: 0.000 acres CN 81 .00 CN 98.00 SUMMARY DATA PEAK HYDROGRAPH TIME: 8.67 hrs PEAK HYDROGRAPH FLOW: 24 .8480 cfs K- u Lo TOTAL HYDROGRAPH VOL: 23.6493 ac-ft ATE- HOME END FI :Find F2:New F3:Get F4:Tc-Calc FS:Delete Pgup Pgdn FG:Compute F7: F8:Method F9:Template F10:Exit i F;le Basin Hydrograph Storage Discharge Level pool S SHEET FLOW CALCULATOR - INITIAL 300 FEET DES Mannings Sheet Flow. . . . . : 0. 1700 ARE Flow Length ( ft. ) . . . . . . . . : 300.00 HOICES RAI 2 yr 24 hr rainfall ( in ): 2.00 TIM Land Slope ( ft;'ft ). . . . . . : 0.0050 TIM COMPUTED TRAVEL TIME (min ): 57.44 RAI TYPICAL MANNINGS VALUES FOR INITIAL 300 FT A ABS BAS Smooth Surfaces . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.011 STO Fallow Fields of Loose Soil Surface. . . . . . . . . . . . . . : 0.05 Y Cultivated Soil with residue cover ( s "=0.2 ft/ft ): 0.06 PER Cultivated Soil with residue cover ( si0.2 ft/ft ) . : 0. 17 ARE Short prairie grass and lawns. . . . . . . . . . . . . . . . . . . . 0. 15 CNDense grasses. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.24 Bermudagrass . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.41 Range (natural ). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0. 13 PEA Woods or forest with light underbrush. . . . . . . . . . . . : 0.40 PEA Woods or forest with dense underbrush. . . . . . . . . . . . : 0.80 TOT F10Key: QUIT FSK,ey: CLEAR ete Pg it File Basin Hydrograph Storage Discharge Level pool 3 5 CHANNEL FLOW CALCULATOR DES Flow Length ( ft ). . . : S80.00 ARE Land Slope ( ft/ft ). : 0.0050 RAI Kc , Velocity Factor: 17.0 TIM COMPUTED TRAVEL TIME (min ): 8.04 TIM TYPICAL VELOCITY FACTOR VALUES RAI ABS Intermittent Flow - R=0.2 BAS Forested swale w/ heavy ground litter (n=0. 10 ). . . . . . . . . . . . . . . . . : S STO Forested drainage course/ravine w/ defined channel bed ( n=0.50 ): 10 Rock-lined (n=0.035 ) . . . : IS Grassed (n=0.030) . . . : 17 PER Earth-lined (n=0.025 ). . : 20 CMP pipe ( n=0.024 ). . : 21 ARE Concrete pipe (n=0.012 ): 42 other. . . . . . . . . . : 0.508/n CN Continous Flow - R=0.4 Meandering stream w/ some pools (n=0.040 ). . . . . . . . . . . . . . . . . . . . . . . 20 Rock-lined stream ( n=0.035 ). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 PEA Grassed-lined stream (n=0.030). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27 PEA Other streams , man-made channels and pipe. . . . . . . . . . . . . . . . . : 0.807/n TOT F10Key: QUIT F5Key: CLEAR Pg FoA5 t to _T I HE -S7'4-+ $,o 1�1Pic- Fc.Oco 'n kE Z 3.12 •ToIA4. 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Exit f 2-YEAR DESIGN STORM STORM SEWER TABULATION ATA FILE: 91407.ST3 RAINFALL FILE: CHART6.RN3 PRINTED: 04-16-1992 2 YEAR DESIGN STORM Q = CIA I = 0.000/ ( Tc + 0. 100 ) " 0 LINE; INC 1RNOFFI INC 1 SUM 1 TIME 1RNFALITOTAL FLOW ;PIPE ;SIZE; PIPE 1PIPE No. 1 AREA 1COEFFI C*A I C*A CONC 1INT I1Q=CA*I , AdQ1CAP 1HT/W1 LEN SLOPE 1 ( AC ) 1 (C ) 1 1 ; ( MIN ) 1 ( IPH ) 1 (CFS ) 1 (CFS ) 1 ( IN) 1 (FT ) 1 ( % ) , i i , 11 1 0.0 10.00 ; 0.0 ; 0.01 0.0 ; 0.001 0.77 1 9.51 21 1 443 1 0.38 ' 0.00 0.81 ; 21 1 1 10 1 0.0 10.00 1 0.0 1 0.01 2.5 1 0.001 36 .77 ; 10.21 21 1 233 1 0.41 0.00 36 .01 1 21 1 1 9 1 0.0 10.00 1 0.0 1 0.01 3.8 1 0.001 36.77 1 13.61 24 1 300 1 0.36 0.00 0.01 1 24 1 1 8 1 0.0 10.00 1 0.0 1 0.01 5.4 1 0.001 36.77 1 13.21 30 1 617 1 0. 10 1 1 1 1 1 0.00 0.01 1 30 1 1 , 7 1 0.0 10.00 1 0.0 1 0.01 8.9 1 0.001 36.77 1 78.61 36 1 233 1 1 .31 1 1 1 1 1 1 1 0.00 0.01 1 36 1 1 6 1 0.0 10.00 1 0.0 1 0.01 10. 1 1 0.001 36 .77 1 0.01 36 1 126 1-1 .66 1 1 1 1 1 1 1 0.00 0.01 1 36 1 1 , i i i , 5 1 0.0 10.00 1 0.0 1 0.01 10.8 1 0.001 36.77 1 19.31 48 1 170 1 0.01 1 1 1 1 1 1 1 0.00 0.01 1 48 1 1 , 4 1 0.0 10.00 1 0.0 1 0.01 11 .8 1 0.001 37.97 1 20. 11 36 11414 1 0.09 ' i1 1 1 0.00 1 .21 1 36 1 1 , , 3 1 0.0 10.00 1 0.0 1 0.01 19.6 1 0.001 44.68 1 SS.61 60 1 395 . 1 0.04 1 1 1 1 1 1 1 0.00 0.71 1 60 1 1 , i i i i , 2 1 0.0 10.00 1 0.0 1 0.01 21 .8 1 0.001 45.54 1 55.51 60 1 375 1 0.04 1 1 1 1 1 1 1 0.00 0.91 1 60 1 1 , 1 1 0.0 10.00 1 0.0 1 0.0; 23.9 1 0.001 45.54 1 56.21 60 1 43 1 0.04 1 1 1 1 1 1 1 0.00 0.01 1 60 1 1 19 1 0.0 10.00 1 0.0 1 0.01 0.0 1 0.001 0.34 1 4. 11 12 1 .380 1 1 .35 1 1 1 1 1 1 1 0.00 0.31 1 12 1 1 , i i , 18 1 0.0 10.00 1 0.0 1 0.01 2. 1 1 0.001 0.34 1 3.91 15 1 222 1 0.36 0.00 0.01 1 15 1 1 , i i , 17 1 0.0 10.00 1 0.0 1 0.01 3.3 1 0.001 3.07 1 21 .21 36 1 139 1 0. 10 0.00 2 .71 1 36 1 1 , i i i , Z y2 1 . STORM SEWER, TABULATION ( continued ) DATA FILE: 91407.ST3 RAINFALL FILE: CHART6 .RN3 PRINTED: 04-16-1992 2 YEAR DESIGN STORM Q = CIA I = 0.000/ ( Tc + 0. 100 ) " 0 LINE: INC !RNOFF! INC ! SUM 1 TIME IRNFAL;TOTAL FLOW PIPE !SIZE! PIPE !PIPE No. l AREA ICOEFF! C*A ! C*A 1 CONC : INT IIQ=CA*I , DFQICAP !HT/W: LEN ! SLOPE 1 ( AC ) 1 (C ) ! (MIN ) I ( IPH ) : (CFS ) l (CFS ) l ( IN) ! (FT ) 1 ( Y. ) 16 f 0.0 10.00 1 0.0 1 0.01 4. 1 10.001 3.07 1 35.41 48 ! 330 1 0.06 0.00 0.0! 48 1 1 15 l 0.0 !0.00 1 0.0 1 0.01 6.0 1 0.00: 3.07 1 45.7: 54 1 500 1 0.05 0.00 0.01 1 54 1 ! 14 1 0.0 10.00 1 0.0 1 0.01 8.7 0.001 3.07 l 55.9: 60 1 500 1 0.04 0.00 0.01 1 60 1 1 13 1 0.0 !0.00 1 0.0 1 0.01 11 .5 1 0.001 6 .01 1 55.91 60 1 500 1 0.04 0.00 2.91 1 60 1 ! 1 1 1 1 1 1 1 12 1 0.0 10.00 1 0.0 1 0.01 14.3 1 0.001 6 .01 1 56.31 60 1 150 1 0.04 1 1 1 1 1 1 1 0.00 0.01 1 60 1 1 �Y� LINE Qact Qcap HT WID HGDN HGUP DNLN INV DN INV UP ( cfs) (cfs) ( in) ( in) ( ft ) ( ft ) ( ft) ( ft ) 1 45.5 56.Z 60 60 11 .58 11 .59 End 5.49 5.51 2 45.5 55.5 60 60 11 .68 11 .79 1 5.51 5.68 3 44.7 55.6 60 60 11 .87 11 .99 Z 5.68 5.86 4 38.0 ZO. 1 36 36 12.07 16.66 3 5.06 7. 15 5 36.8 19. 3 48 48 18.00 18. 11 4 7. 15 7. 18 6 36.8 0.0 36 36 18.Z4 18.63 5 7. 18 5.08 7 36.8 76.8 36 36 19.05 19.76 6 5.08 8. 15 8 36.8 13.Z 30 30 20. 18 Z5. 14 7 8.40 9.04 9 36.8 13.6 Z4 Z4 26.88 34.81 8 9.48 10.57 10 36.8 10.Z 21 Z1 39.07 51 .62 9 10.39 11 . 36 11 0.8 9.5 21 21 55.Z5 55.Z7 10 11 .63 13.Z3 12 6.0 56.3 60 60 1Z.07 1Z.07 3 5.86 5.93 13 6.0 55.9 60 60 1Z.07 1Z.08 12 5.93 6. 16 14 3. 1 55.9 60 60 1Z.08 1Z.08 13 6. 16 6.39 15 3. 1 45.7 54 54 1Z.08 iZ.08 14 6.39 6.86 16 3. 1 35.4 48 48 1Z.08 12.08 15 6.66 6.86 Calc Option = 1 Surcharge Box Circular Graphics mode = EGA 1 ) Screen Z) Printer 3) Screen plot [PgUp] [PgDn] [Esc] Menu z Y� STORM SEWER DESIGN / ANALYSIS Return Period = Z Yrs Run Date: 04-16- 199Z Rainfall file: CHART6 File: 91407. ST3 LINE 1 / Q = 45.54 / HT = 60 / WID = 60 / N = .013 / L = 43 / ,TLC = 1 ------------------------------------------------------------------------ 1 / Outfall HGL DEPTH INVERT VEL EGL T WID COVER AREA ❑NTTRM 11 .58 60.00 5.49 Z.3Z 11 .66 0.00 N/A 19.63 UPSTRM 11 .59 60.00 5.51 Z.3Z 11 .68 0.00 5.48 19.63 Drainage area (ac) = 0.00 Slope of invert ( %) = 0.0465 Runoff coefficient = 0.00 Slope energy grade line ( X) = 0.0306 Time of conc (min) = 23.9Z Critical depth ( in) = 22.59 Inlet time (min) - 0.00 Natural ground elev. (ft) = 16.00 Intensity ( in/hr) = 0.00 Upstream surcharge (ft) = 1 .08 Cumulative C*A = 0.00 Additional Q (cfs) = 0.00 Q = CA * I (cfs) = 0.00 Line capacity (cfs) = 56. 17 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length (ft) = 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.0000 Q captured (cfs) = 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding width (ft) N/A ------------------------------------------------------------------------ LINE 2 / Q = 45.54 / HT = 60 / WID = 60 / N = .013 / L = 375 / JLC = 1 ------------------------------------------------------------------------ Z / DNLN = 1 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 11 .68 60.00 5.51 2.32 11 .76 0.00 5.48 19.63 UPSTRM 11 .79 80.00 5.68 Z.3Z 11 .87 0.00 5.5 19.63 Drainage area (ac) = 0.00 Slope of invert (%) = 0.0453 Runoff coefficient = 0.00 Slope energy grade line ( X) = 0.0306 Time of conc (min) = Z1 .84 Critical depth ( in) = ZZ.59 Inlet time (min) = 0.00 Natural ground elev. ( ft) = 16. 18 Intensity ( in/hr) = 0.00 Upstream surcharge (ft) = 1 . 11 Cumulative C*A 0.00 Additional Q (cfs) = 0.86 Q = CA * I (cfs) 0.00 Line capacity (cfs) = 55.46 --------------------------- ------------------------------------ Q catchment ( cfs) = 0.00 Inlet length (ft ) 0.00 Q carryover (cfs) = 0.00 Gutter slope ( ft/ft) = 0.0000 Q captured (cfs) = 0.00 Cross slope ( ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding width (ft) = N/A ------------------------------------------------------------------------ Z �i'/Z LINE 3 / Q = 44.68 / HT = 60 / WID = 60 / N = .013 / L = 395 / JLC = 1 ----------------------------------------------------------------------- 3 / DNLN = Z HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 11 .87 60.00 5.68 2.Z8 11 .96 0.00 S.5 19.63 UPSTRM 11 .99 60.00 5.86 Z.Z8 1Z.07 0.00 4.63 19.63 ❑rainage area (ar.) = 0.00 Slope of invert ( %) = 0.0456 Runoff coefficient = 0.00 Slope energy grade line ( X> = 0.0Z94 Time of conc (Min) = 19.84 Critical depth ( in) = ZZ.38 Inlet time (min) = 0.00 Natural ground elev. ( ft ) 15.50 Intensity ( in/hr) = 0.00 Upstream surcharge ( ft ) 1 . 13 Cumulative C*A = 0.00 Additional Q ( cfs) = 0.70 Q = CA * I (cfs) = 0.00 Line capacity ( cfs) = 5S.60 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft ) 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.0000 Q captured ( cfs) = 0.00 Cross slope ( ft/ft) - 0.0000 Q bypassed (cfs) - 0.00 Ponding width (ft) N/A ------------------------------------------------------------------------ LINE 4 / Q = 37.97 / HT - 36 / WID = 36 / N = .013 / L = 1414 / JLC = 3 ------------------------------------------------------------------------ 4 / DNLN = 3 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM iZ.07 36.00 5.86 5.37 1Z.5Z 0.00 6.63 7.07 UPSTRM 16.66 36.00 7. 15 5.37 17. 10 0.00 5.84 7.07 Drainage area (ac) = 0.00 Slope of invert ( %) = 0.091Z Runoff coefficient = 0.00 Slope energy grade line (%) = 0.3Z4Z Time of conc (min) = 11 .79 Critical depth ( in) 23.56 Inlet time (min) = 0.00 Natural ground elev. (ft) 16.00 Intensity ( in/hr) = 0.00 Upstream surcharge (ft) 6.51 Cumulative C*A = 0.00 Additional Q (cfs) 1 .20 Q = CA * I (cfs) = 0.00 Line capacity (cfs) = Z0. 14 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length (ft ) = 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.0000 Q captured (cfs) 0.00 Cross slope ( ft/ft) = 0.0000 Q bypassed (cfs) 0.00 Ponding width ( ft) = N/A ------------------------------------------------------------------------ 2 Y/2 LINE 5 / Q = 36.77 / HT = 48 / WI❑ = 48 / N = .013 / L = 170 / JLC = 1 ------------------------------------------------------------------------- 5 / DNLN = 4 HGL DEPTH INVERT VEL EGL T WID COVER AREA ONSTRM 18.00 48.00 7. 15 Z.93 18. 13 0.00 4.84 1Z.56 UPSTRM 18. 11 48.00 7. 18 2.93 18.24 0.00 6.41 1Z.57 ❑rainage area (ac) = 0.00 Slope of invert (%) = 0.0180 Runoff coefficient = 0.00 Slope energy grade line ( %) = 0.0655 Time of cone ( min) = 10.84 Critical depth ( in) = 21 .52. Inlet time (min) = 0.00 Natural ground elev. ( ft ) = 17.60 Intensity ( in/hr) = 0.00 Upstream surcharge ( ft ) = 6.93 Cumulative C*A = 0.00 Additional Q ( cfs) = 0.00 Q = CA * I (cfs) = 0.00 Line capacity (cfs) = 19.Z7 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft) = 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.0000 Q captured (cfs) = 0.00 Cross slope ( ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding width (ft) = N/A ------------------------------------------------------------------------ LINE 6 / Q = 36.77 / HT = 36 / WID = 36 / N = .013 / L = 1 Z6 / JLC = 1 ------------------------------------------------------------------------ 6 / DNLN = S HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 18.Z4 36.00 7. 18 S.ZO 18.66 0.00 7.41 7.07 UPSTRM 18.63 36.00 5.08 5.Z0 19.05 0.00 9.42 7.07 Drainage area (ac) = 0.00 Slope of invert ( %) =-1 .6671 Runoff coefficient = 0.00 Slope energy grade line ( %) = 0.3040 Time of cone (min) = 10. 14 Critical depth ( in) = 23. 19 Inlet time (min) = 0.00 Natural ground elev. (ft) = 17.5O Intensity ( in/hr) = 0.00 Upstream surcharge ( ft ) = 1O.5S Cumulative C*A = 0.00 Additional Q (cfs) 0.00 Q = CA * I (cfs) - 0.00 Line capacity (cfs) = 0.00 --------------------------- ------------------------------------ Q catchment ( cfs) = 0.00 Inlet length (ft ) = 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.0000 Q captured ( cfs) = 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed ( cfs) = 0.00 Ponding width ( ft) = N/A ------------------------------------------------------------------------ Z Y/2 LINE 7 / Q = 38.77 / HT = 36 / WID = 36 / N = .013 / L = 233 / JLC = 1 ------------------------------------------------------------------------- 7 / DNLN = 6 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 19.05 36.00 5.08 5.ZO 19.47 0.00 9.4Z 7.07 UPSTRM 19.76 36.00 8. 15 5.20 20. 18 0.00 6. 35 7.07 Drainage area (ac) = 0.00 Slope of invert ( X) = 1 . 3176 Runoff coefficient = 0.00 Slope energy grade line ( X) = 0. 3040 Time of conc (min) = 8.85 Critical depth ( in) = 23. 19 Inlet time (min) 0.00 Natural ground elev. ( ft ) 17.50 Intensity ( in/hr) = 0.00 Upstream surcharge ( ft) = 8.61 Cumulative C*A = 0.00 Additional Q (cfs) = 0.00 Q = CA * I (cfs) = 0.00 Line capacity (cfs) 76.56 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft) = 0.00 Q carryover (cfs) = 0.00 Gutter slope ( ft/ft) = 0.0000 Q captured (cfs) - 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding Width (ft) = N/A ------------------------------------------------------------------------ LINE 8 ! Q = 36.77 / HT = 30 / WID = 30 / N = .013 / L = 617 / JLC = Z ------------------------------------------------------------------------ 8 / DNLN = 7 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM ZO. 18 30.00 8.40 7.49 Z1 .05 0.00 6.6 4.91 UPSTRM 25. 14 30.00 9.04 7.49 26.01 0.00 7. 16 4.91 Drainage area (ac) = 0.00 Slope of invert (%) = 0. 1037 Runoff coefficient - 0.00 Slope energy grade line ( X) = 0.8040 Time of conc (min) = 5.4Z Critical depth ( in) = 24.31 Inlet time (min) = 0.00 Natural ground elev. ( ft) = 18.70 Intensity ( in/hr) = 0.00 Upstream surcharge (ft) = 13.60 Cumulative C*A 0.00 Additional Q (cfs) 0.00 Q = CA * I (cfs) 0.00 Line capacity (cfs) = 13.Z1 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length (ft) = 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.0000 Q captured (cfs) = 0.00 Cross slope (ft/ft) = 0.0@00 Q bypassed (cfs) = 0.00 Ponding Width (ft) N/A ------------------------------------------------------------------------ 7- Y/Z LINE 9 / Q = 36.77 / HT = 24 / WID = 24 / N = .013 / L = 300 / JLC = Z -------------------------------------------------------------------------- 9 / DNLN = 8 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM Z6.88 Z4.00 9.48 11 .71 Z9.01 0.00 7.ZZ 3. 14 UPSTRM 34.81 24.00 10.57 11 .70 38.94 0.00 6.93 3. 14 Drainage area ( ac) = 0.00 Slope of invert ( %) = 0. 3633 Runoff coefficient = 0.00 Slope energy grade line ( X) = 2.6435 Time of conc (Min) = 3.76 Critical depth ( in) = Z3.49 Inlet time (min) = 0.00 Natural ground elev. ( ft ) = 19.50 Intensity ( in/hr) = 0.00 Upstream surcharge ( ft ) = 2Z.Z4 Cumulative C*A = 0.00 Additional Q (cfs) = 0.00 Q = CA * I (cfs) - 0.00 Line capacity ( cfs) = 13.63 --------------------------- ------------------------------------ Q catchment ( cfs) = 0.00 Inlet length ( ft) = 0.00 Q carryover (cfs) = 0.00 Gutter slope ( ft/ft) = 0.0000 Q captured (cfs) = 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding width ( ft) = N/A ------------------------------------------------------------------------ LINE 10 / Q 36.77 / HT = Z 1 / WID = 21 / N = .013 / L = 233 / JLC = 1 ------------------------------------------------------------------------ 10 / DNLN = 9 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 39.07 21 .00 10.39 15.Z9 4Z.70 0.00 7.35 2.40 UPSTRM 51 .62 Z1 .00 11 . 36 15.Z9 55.Z5 0.00 6.49 2.41 Drainage area (ac) = 0.00 Slope of invert ( %) = 0.4163 Runoff coefficient = 0.00 Slope energy grade line (X) = 5.3890 Time of conc (min) = 2.46 Critical depth ( in) = 20.89 Inlet time (min) a 0.00 Natural ground elev. ( ft) = 19.60 Intensity ( in/hr) 0.00 Upstream surcharge (ft) = 38.51 Cumulative C*A = 0.00 Additional Q (cfs) = 36.00 Q = CA * I (cfs) = 0.00 Line capacity (cfs) = 10.ZZ --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft) = 0.00 Q carryover (cfs) = 0.00 Gutter slope ( ft/ft) = 0.0000 Q captured (cfs) 0.00 Cross slope ( ft/ft) = 0.0000 Q bypassed (cfs) 0.00 Ponding width ( ft) = N/A ------------------------------------------------------------------------ 7- `(AZ LINE 11 / Q = 0.77 / HT = 21 / WID = Z 1 / N = .013 / L = 443 / JLC = 3 ------------------------------------------------------------------------ 11 / DNLN = 10 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 55.Z5 21 .00 11 .63 0.3Z 55.Z5 0.00 6.ZZ Z.4O UPSTRM 55.Z7 Z1 .00 13.Z3 0.32 55.27 0.00 4.7Z Z.41 Drainage area ( ac) = 0.00 Slope of invert ( X) = 0. 361Z Runoff coefficient = 0.00 Slope energy grade line ( %) = 0.0034 Time of conc (min) = 0.00 Critical depth ( in) = 3.86 Inlet time (min) = 0.00 Natural ground elev. ( ft ) = 19.70 Intensity ( in/hr) 0.00 Upstream surcharge ( ft ) = 4O.Z9 Cumulative C*A 0.00 Additional Q (cfs) = 0.77 Q = CA * I (cfs) = 0.00 Line capacity ( cfs) = 9.5Z --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length (ft ) - 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.0000 Q captured (cfs) = 0.00 Cross slope ( ft/ft) = 0.0000 Q bypassed (cfs) 0.00 Ponding Width ( ft ) N/A ------------------------------------------------------------------------ LINE 12 / Q = 6.01 / HT = 60 / WID = 60 / N = .013 / L = 150 / JLC = 1 ------------------------------------------------------------------------ 1Z / DNLN = 3 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 12.07 60.00 5.86 0.31 iZ.07 0.00 4.63 19.63 UPSTRM 12.07 60.00 5.93 0.31 12.07 0.00 5.86 19.63 Drainage area (ac) = 0.00 Slope of invert ( X) = 0.0467 Runoff coefficient = 0.00 Slope energy grade line ( %) = 0.0005 Time of conc (min) = 14.28 Critical depth ( in) 8.21 Inlet time (min) 0.00 Natural ground elev. ( ft) 16.80 Intensity ( in/hr) = 0.00 Upstream surcharge ( ft) = 1 . 14 Cumulative C*A 0.00 Additional Q (cfs) = 0.00 Q = CA * I (cfs) 0.00 Line capacity (cfs) 56`.27 --------------------------- -7---------------------------------- Q catchment (cfs) = 0.00 Inlet length (ft ) = 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.0000 Q captured (cfs) - 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding Width ( ft ) = N/A ------------------------------------------------------------------------ Z Y/Z LINE 13 / Q = 6.01 / HT = 60 / WID = 60 / N = .013 / L = 500 / .TLC =. 1 ------------------------------------------------------------------------ 13 / DNLN = 1Z HGL DEPTH INVERT VEL EGL T WID COVER AREA ONSTRM iZ.07 60.00 5.93 0. 31 12.08 0.00 5.86 19.63 UPSTRM 12.08 60.00 6. 16 0. 31 17 .08 0.00 4.94 19.63 Drainage area (ac) = 0.00 Slope of invert ( %) = 0.0460 Runoff coefficient = 0.00 Slope energy grade line ( %) = 0.0005 Time of conc (min) = 11 .51 Critical depth ( in) = 8.21 Inlet time (min) 0.00 Natural ground elev. ( ft ) 16. 10 Intensity ( in/hr) = 0.00 Upstream surcharge (ft) - 0.9Z Cumulative C*A 0.00 Additional Q (cfs) = Z.94 Q = CA * I (cfs) = 0.00 Line capacity (cfs) = 55.86 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft) = 0.00 Q carryover ( cfs) = 0.00 Gutter slope ( ft/ft) = 0.0000 Q captured (cfs) = 0.00 Cross slope ( ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding Width (ft ) = N/A ------------------------------------------------------------------------ LINE 14 / Q = 3.07 / HT = 60 / WID = 60 / N = .013 / L = 500 / JLC = 1 ------------------------------------------------------------------------ 14 / DNLN = 13 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 1Z.08 60.00 6. 16 0. 16 12.08 0.00 4.94 19.63 UPSTRM 1Z.08 60.00 6.39 0. 16 1Z.08 0.00 5.21 19.63 Drainage area (ac) = 0.00 Slope of invert (X) = 0.0460 Runoff coefficient = 0.00 Slope energy grade line (X) = 0.0001 Time of conc ( min) = 8.73 Critical depth ( in) 5.87 Inlet time (min) 0.00 Natural ground elev. (ft) = 16.60 Intensity ( in/hr) = 0.00 Upstream surcharge ( ft) = 0.69 Cumulative C*A - 0.00 Additional Q (cfs) 0.00 Q = CA * I (cfs) = 0.00 Line capacity (cfs) = SS.86 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft) = 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.0000 Q captured (cfs) = 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding Width ( ft) = N/A ------------------------------------------------------------------------ Z Y2 LINE 1S / Q = 3.07 / HT = S4 / WID = 54 / N = .013 / L - 500 / JLC = i ----------------------------------------------------------------------- 15 / DNLN = 14 HGL DEPTH INVERT VEL EGL T WID COVER AREA ❑NSTRM 1Z.08 54.00 8. 39 0. 19 1Z.08 0.00 5.71 15.90 UPSTRM 12.08 54.00 6.66 0. 19 1Z.08 0.00 5.44 1S.90 Drainage area (ac) = 0.00 Slope of invert ( %) = 0.0540 Runoff coefficient = 0.00 Slope energy grade line ( %) = 0.0@0Z Time of conc (Min) = 5.95 Critical depth ( in) = 6.03 Inlet time (min) = 0.00 Natural ground elev. (ft) = 16.60 Intensity ( in/hr) = 0.00 Upstream surcharge ( ft) = 0.92 Cumulative C*A = 0.00 Additional Q ( cfs) = 0.00 Q = CA * I (cfs) = 0.00 Line capacity (cfs) = 45.70 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft) 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.0000 Q captured (cfs) 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding Width (ft) - N/A ------------------------------------------------------------------------ LINE 16 / Q = 3.07 / HT = 48 / WID = 48 / N = .013 / L = 330 / JLC = 1 ------------------------------------------------------------------------ 16 / DNLN = 15 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 1Z.08 48.00 6.66 0.Z4 1Z.08 0.00 5.94 12.56 UPSTRM 1Z.08 48.00 6.86 @.Z4 iZ.08 0.00 5.74 1Z.57 Drainage area (ac) = 0.00 Slope of invert (%) = @.@606 Runoff coefficient = 0.00 Slope energy grade line (%) = 0.@005 Time of conc (min) = 4. 12 Critical depth ( in) - 6.22 Inlet time (min) 0.00 Natural ground elev. (ft) = 16.60 Intensity ( in/hr) _ 0.00 Upstream surcharge (ft) = 1 .22 Cumulative C*A 0.00 Additional Q (cfs) = 0.00 Q - CA * I (cfs) = 0.00 Line capacity (cfs) = 3S.36 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length (ft ) = 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.0000 Q captured (cfs) _ 0.00 Cross slope (ft/ft) = 0.0@00 Q bypassed (cfs) = 0.00 Ponding Width (ft) - N/A ------------------------------------------------------------------------ Z Y�Z LINE 17 / Q = 3.07 / HT = 36 / WID = 36 / N = .013 / L. = 139 / JI_C = 1 --------------------------------------------------------------------------- 17 / DNLN = 16 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 1Z.08 36.00 6.86 0.43 iZ.09 0.00 6.74 7.07 UPSTRM 12.09 36.00 7.00 0.43 1Z.09 0.00 6.5 7.07 Drainage area (ac) = 0.00 Slope of invert ( %) = 0. 1007 Runoff coefficient = 0.00 Slope energy grade line ( 1:) = 0.00Z1 Time of conc ( min) = 3. 34 Critical depth ( in) = 6.70 Inlet time (min) = 0.00 Natural ground elev. ( ft ) - 16.50 Intensity ( in/hr) = 0.00 Upstream surcharge ( ft ) = Z.09 Cumulative C*A = 0.00 Additional Q (cfs) = Z.73 Q = CA * I (cfs) = 0.00 Line capacity ( cfs) = Z1 . 17 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft ) = 0.00 Q carryover (cfs) = 0.00 Gutter slope ( ft/ft ) = 0.0000 Q captured (cfs) = 0.00 Cross slope ( ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding width ( ft ) = N/A ------------------------------------------------------------------------ LINE 18 / Q = 0.34 / HT = IS / WID = IS / N = .013 / L. = ZZZ / JLC = 1 ------------------------------------------------------------------------ 18 / DNLN = 17 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 12.09 15.00 7.00 0.Z8 1Z.09 0.00 8.Z5 1 .23 UPSTRM 12. 10 iS.00 7.80 0.Z8 1Z. 10 0.00 7.05 1 .23 Drainage area (ac) = 0.00 Slope of invert ( %) = 0. 3604 Runoff coefficient = 0.00 Slope energy grade line (%) = 0.00Z8 Time of conc (min) = Z. 11 Critical depth ( in) 2.80 Inlet time (min) 0.00 Natural ground elev. ( ft ) = 16. 10 Intensity ( in/hr) = 0.00 Upstream surcharge ( ft) = 3.05 Cumulative C*A 0.00 Additional Q (cfs) 0.00 Q = CA * I (cfs) = 0.00 Line capacity (cfs) = 3.88 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft ) = 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.0000 Q captured (cfs) = 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding width ( ft ) N/A ------------------------------------------------------------------------ Z Yi2 LINE 19 / Q = 0. 34 / HT = 12 / WID = 1 Z / N = .013 / L = 380 / JLC = 1 ------------------------------------------------------------------------ 19 / DNLN = 18 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 1Z. 10 1Z.00 7.80 0.43 17. 10 0.00 7. 3 0.79 UPSTRM 13.ZG Z.97 12.93 Z.ZS 13. 33 10.35 3.G7 0. 15 Drainage area (ac) = 0.00 Slope of invert ( %) = 1 . 3500 Runoff coefficient = 0.00 Slope energy grade line ( %) = 0. 3043 Time of conc ( Min) = 0.00 Critical depth ( in) Z.97 Inlet time (min) = 0.00 Natural ground elev. ( ft) 17.G0 Intensity ( in/hr) = 0.00 Upstream surcharge (ft ) = 0.00 Cumulative C*A = 0.00 Additional Q (cfs) = 0. 34 Q = CA * I (cfs) = 0.00 Line capacity (cfs) 4. 14 --------------------------- ------------------------------------ Q catchment ( cfs) = 0.00 Inlet length ( ft) - 0.00 Q carryover (cfs) = 0.00 Gutter slope ( ft/ft) = 0.0000 Q captured (cfs) = 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding Width ( ft) = N/A ------------------------------------------------------------------------ Z Y/L N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. tz . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -aeee I von - ------------- JN l !DH U� �, � : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ----------- ON . . . . . . . . . . . �� N -----------'----------- - �_- �---------- - ON . . . . . . . . . . . . . . . }}�J � ! 1 N (� U:(D °oZVD . 09l ; . . . . . . . . . . . . . . . . . . . . . . I D N : . . . . . . . . . . . � )teal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . °rQ9VD 0 D 9 ------------------ ---------------- ------- - ------------ ----- i L.G DN l } �'; � J+ N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . b0 7 0D5 . . . . . . . . . . . JN tr� ul 1 i NG x. H G L Sty (fit) N i NG . . . . . . . . . . . . . . . . . . . . . . . . . . . . . u. .. . . . . . . ------------------- ' ------------------ 330 � QBlaa 4 7 N 10-YEAR DESIGN STORM SIM SEUER TRBULRIIOM DATA FILE: 91407.513 RRIMFBLL FILE: CITART6.RM3 PRIMIEO: 04-16-199Z 10 YERR OESIGM STORM Q = CIA I = 5.610/ ( 1c + 0.100) ' 0.198 PHGE 1 OF Z LINE; INC 1RNOFF: INC 1 SIIII 1 TIME ;RNfAL1TOTRL FLOU ;PIPE :SIZE1 PIPE ;PIPE 1HY0 GRO; UEL :HYD GRO : INUERT 1COI1hENTS/ Na. ; RRER ;COEFFI C*R 1 C*R ; CONC ;Till I;Q=Cfl*I, RdQ;CRP :HT/Ul LEN SLOPE 1 SLOPE :UP/ON:UP/OWN 1UP/OOUN ;OOUNSIRRI LINE I (RC) ; (C) ; 1 1 (MIN)1(IPH): (CFS) ;(CFS);(IN); (FT) 1 (X) 1 (X) ;(FPS); (FT) ; (FT) 1 11 1 0.0 10.00 1 0.0 1 0.01 0.0 1 0.001 2.01 ; 9.51 21 1 443 1 0.361; 0.023 ; 0.84; 71.90 ; 13.23 111 1 1 0.00 2.01 1 21 1 1 I ; 0.841 71.80 1 11.63 1 10 10 1 0.0 ;0.00 ; 0.0 ; 0.01 2.5 1 0.00: 43.01 1 10.21 21 1 233 1 0.116; 7.371 117.891 69.83 1 11.36 110 1 1 1 0.00 41.0: 1 21 1 1 117.881 SZ.6S 1 10.39 1 9 9 I 0.0 19.00 1 0.0 1 0.01 3.8 ; 0.001 43.01 1 13.6; 24 1 300 1 0.363I 3.617 113.691 16.83 1 10.S7 19 1 1 ; 1 1 1 0.00 0.01 1 24 1 1 1 113.691 3S.98 1 9.481 8 8 0.0 10.00 1 0.0 ; 0.01 S.4 1 0.001 43.01 1 13.21 30 1 617 1 0.104I 1.100 1 8.761 33.60 1 9.01 18 1 1 1 1 1 1 1 0.00 O.OI 130 1 1 I 1 8.761 26.81 1 8.40 1 7 7 1 0.0 10.00 1 0.0 1 0.01 8.9 1 0.001 43.01 1 76.61 36 1 Z33 1 1.3181 0.416 1 6.081 26.Z3 1 8.15 17 I ; I 1 1 0.00 0.01 1 36 1 I 1 1 6.091 25.26 1 5.08 1 6 6 1 0.0 10.00 1 0.0 I 0.01 10.1 1 0.001 43.01 1 0.01 36 1 126 1-1.6671 0.416 1 6.081 24.69 1 5.08 16 I 1 I 1 I 1 1 0.00 0.0! 1 36 I I I 1 6.091 21.16 1 7.18 1 5 5 1 0.0 110.00 1 0.0 1 0.01 10.8 1 0,001 43.01 1 19.31 48 1 170 1 0.0181 0.090 1 3.421 23.98 1 7.18 15 1 S I I 1 1 I 0.00 O.OI 1 48 I I I 13.42I 23.83 1 7.15 1 4 1 1 0.0 10.00 1 0.0 1 0.0; 11.8 1 0.001 46.14 1 20.11 36 11414 1 0.0911 0.479 1 6.531 �21.81 1 7.15 14 1 1 1 I 1 1 1 0.00 3.11 1 36 1 1 1 1 6.531 15.081 S.86 1 3 I I i i 3 1 0.0 '0.00 1 0.0 1 0.01 19.6 1 0.001 63.61 1 5S.61 60 1 395 1 0.016: 0.060 1 3.211 14.91 1 S.86 13 1 I 1 1 1 1 1 0.09 1.8I 1 60 1 I 1 1 3.241 14.68 1 5.68 1 2 2 1 0.0 10.00 1 0.0 1 0.01 21.9 1 0,001 65.85 1 55.51 60 1 37S 1 0.0451 0.064 1 3.351 11.SO 1 5.68 12 1 1 1 1 1 1 0.00 2.21 1 601 1 ; 1 3.3S1 14.261 5.51 1 1 1 1 0.0 10.00 1 0.0 1 0.01 23.9 1 0.001 65.85 ; S6.21 60 1 43 1 0.O47I 0.064 1 3.351 14.09 1 5.51 11 1 1 1 ; 1 ; 1 0.00 0.01 1 60 1 I 1 1 3.351 11.061 5.19 10U1FRLL 19 1 0.0 ;0.00 1 0.0 1 0.01 0.0 1 0.001 0.89 1 1.11 12 1 380 1 1.3SO1 0.068 1 1.131 1S.50 1 12.93 119 1 1 1 1 I 1 1 0.00 0.91 1 12 1 1 ; 1 1.131 15.24 1 7.80 1 18 18 1 0.0 10.00 ; 0.0 1 0.01 2.1 1 0.001 0.99 1 3.91 1S ; 222 1 0.360; 0.019 1 0.731 15.21 1 7.80 118 ; 1 1 0.00 0.0; ; 15 ; ; 1 1 0.731 15.19 ; 7.00 1 17 17 1 0.0 10.00 ; 0.0 ; 0.01 3.3 1 0.001 8.00 1 Z1.2.1 36 ; 139 1 0.1011 0.014 1 1.131 15.17 1 7.00 117 1 1 1 ; ; ; ; 0.00 7.11 1 36 1 ; 1 ; 1.13; 15.15 1 6.86 1 16 STORK SEUER TRWIION (continued) OHIO FILE: 914O7.SI3 RAINFALL FILE: CHRRTG.RN3 PRINTED: 04-16-1992 10 YEAR DESIGN STIR p = CIA I = 5.610/ ( Tc+ 0,100) ' 0.498 PAGE 2 OF 2 LINE: INC 1RNOFFI INC 1 SLIM 1 TIME IRNFRLITOTRL FLOU :PIPE !SIZE: PIPE :PIPE :HYO GRO: UEL :HYO GRO 1 INVERT :COMMENTS/ No. 1 RRER 1COEFF: COR : CjR 1 CONC :INT I:O=CR*I, DFpICRP :NT/U1 LEN :SLOPE : SLOPE 1UP/WUP/OOUN :UP/OOUN :OOJNSTRERM LINE t : (RE) 1 (C) 1 1 : (flIN):(IPN): US) :(CFS):(IN)1 (FT) : W : (T) 1(FPS)I (FT) 1 (FT) 1 16 1 0.0 10.00 1 0.0 1 0.01 4.1 1 0.001 8.00 1 35.4 148 1 330 1 0.0611 0.003 1 0.64: 15.15 1 6.86 116 1 : 0.00 0.0: 1 48 1 1 1 1 0.64: 1 S.14 1 6,66 1 15 IS 1 0.0 10.00 1 0.0 1 0.0: 6.0 : 0.001 8.00 1 45.71 54 1 500 1 0.OS41 0.002 1 0.501 15.13 1 6.66 115 0.00 0.0: 1 Si 1 1 1 10.501 ISM 1 6.39 1 14 14 1 0.0 10.00 1 0.0 1 0.01 9.7 1 0.001 8.00 1 S5.91 60 1 500 : 0.0461 0.001 1 0.411 15.12 1 6.39 114 0.00 0.01 1 60 1 1 1 10.411 15.12 1 6.16 1 13 I 13 1 0.0 10.00 1 0.0 1 0.01 11.5 1 0.001 1 S.65 1 55.91 60 1 SOO 1 0.0461 0.004 1 0.801 15.11 1 6.16 113 1 : : 1 1 1 1 0.00 7.71 1 60 1 1 I 10.801 1 S.09 : 5.93 1 12 1 41 12 1 0.0 10.00 1 0.0 1 0.01 14.3 1 0.00: 1 S.6S 1 S6.31 60 1 150 1 0.0471 0.004 1 0.801 15.08 I S.93 :12 1 I 1 I 1 1 1 0.00 0.01 1 60 1 1 1 1 0.801 1 S.08 : S.86 1 3 /o Y/� LINE Qact Qcap HT WID HGDN HGUP DNLN INV DN INV UP (cfs ) (cfs ) ( in ) ( in ) ( ft ) ( ft ) ( ft ) ( ft ) 1 65.8 S6.2 60 60 14.00 14 .09 End 5.49 S.S1 2 65.8 55.5 60 60 14.26 14.50 1 5.51 5.68 3 63.6 S5.6 60 60 14.68 14 . 91 5.58 5.86 4 46. 1 20. 1 36 36 15.08 21 .84 3 5.86 7. 15 5 43.0 19.3 48 48 23.83 23.98 4 7. 15 7. 18 6 43.0 0.0 36 36 24. 16 24 .69 5 7. 18 5.08 7 43.0 76.6 36 36 25.26 26 .23 6 S.08 8. 15 8 43.0 13.2 30 30 26.81 33.60 7 8.40 9.04 9 43.0 13.6 24 24 35.98 46.83 8 9.48 10.57 10 43.0 10.2 21 21 S2.65 69.83 9 10.39 11 .36 11 2.0 9.5 21 21 74.80 74. 90 10 11 .63 13.23 12 15.6 56 .3 60 60 15.08 15.08 3 5.86 S.93 13 15.6 5S.9 60 60 15.09 15. 11 12 5.93 6. 16 14 8.0 S5. 9 60 60 1S. 12 15. 12 13 6. 16 6 .39 15 8.0 4S.7 54 S4 15. 13 15. 13 14 6 .39 G.66 16 8.0 3S.4 48 48 15. 14 15. 15 15 6.66 6.86 Calc Option = 1 Surcharge Box Circular Graphics mode = EGA 1 ) Screen 2 ) Printer 3) Screen plot [Pgup] [PgDn] CEsc] Menu /o Yi2 STORM SEWER DESIGN / ANALYSIS Return Period = 10 Yrs Run Date: 04-16-1992 Rainfall file: CHARTG File: 91407.ST3 LINE 1 / Q = 65.85 / HT = 60 / WID = 60 / N = .013 / L = 43 / JLC - 1 ------------------------------------------------------------------------ 1 / Outfall HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 14.08 60.00 5.49 3. 35 14.Z3 0.00 N/A 19.63 UPSTRM 14.09 80.00 5.51 3.35 14.26 0.00 5.48 19.63 Drainage area (ac) = 0.00 Slope of invert ( %) = 0.0465 Runoff coefficient = 0.00 Slope energy grade line ( X) = 0.0839 Time of conc (min) = Z3.9Z Critical depth ( in) = 27. 17 Inlet time (min) = 0.00 Natural ground elev. ( ft) = 16.00 Intensity ( in/hr) - 0.00 Upstream surcharge ( ft ) = 3.58 Cumulative C*A = 0.00 Additional Q (cfs) - 0.00 Q = CA * I (cfs) = 0.00 Line capacity (cfs) 56. 17 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft) = 0.00 Q carryover (cfs) - 0.00 Gutter slope (ft/ft) = 0.0000 Q captured (cfs) 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) 0.00 Ponding width (ft) = N/A ------------------------------------------------------------------------ LINE 2 / Q = 65.85 / HT = 60 / WID = 60 / N = .013 / L. - 375 / JLC = 1 ------------------------------------------------------------------------ Z / DNLN = i HGL DEPTH INVERT VEL EGL T WID COVER AREA ONSTRM 14.Z6 60.00 5.51 3.35 14.44 0.00 5.48 19.63 UPSTRM 14.50 60.00 5.68 3.35 14.68 0.00 5.5 19.63 Drainage area (ac) = 0.00 Slope of invert (X) 0.0453 Runoff coefficient = 0.00 Slope energy grade line (X) 0.0639 Time of conc (min) = 21 .84 Critical depth ( in) - 27. 17 Inlet time (min) 0.00 Natural ground elev. (ft) 16. 18 Intensity ( in/hr) 0.00 Upstream surcharge (ft) = 3.8Z Cumulative C*A 0.00 Additional Q (cfs) Z.24 Q = CA * I (cfs) = 0.00 Line capacity (cfs) 55.46 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft) = 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft ) = 0.0000 Q captured (cfs) = 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) 0.00 Ponding width (ft) = N/A ------------------------------------------------------------------------ LINE 3 / Q = 63.61 / HT = 60 / WID = 60 / N = .013 / L = 395 / JLC = 1 ------------------------------------------------------------------------- 3 / DNLN = Z HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 14.68 60.00 5.68 3.Z4 14.84 0.00 5.5 19.63 UPSTRM 14.91 60.00 5.86 3.24 15.08 0.00 4.63 19.63 Drainage area (ac) = 0.00 Slope of invert (X) = 0.0456 Runoff coefficient = 0.00 Slope energy grade line ( %) = 0.0597 Time of conc (min) = 19.64 Critical depth ( in) = Z6.70 Inlet time (min) = 0.00 Natural ground elev. (ft) = 15.50 Intensity ( in/hr) = 0.00 Upstream surcharge (ft ) = 4.05 Cumulative C*A 0.00 Additional Q (cfs) = 1 .8Z Q = CA * I (cfs) = 0.00 Line capacity (cfs) = 55.60 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft) - 0.00 Q carryover (cfs) = 0.00 Gutter slope ( ft/ft) = 0.0000 Q captured (cfs) = 0.00 Cross slope ( ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding width (ft) = N/A ------------------------------------------------------------------------ LINE 4 / Q = 46. 14 / HT = 36 / WID = 36 / N = .013 / L = 1414 / JLC = 3 ------------------------------------------------------------------------ 4 / DNLN = 3 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 15.08 36.00 5.86 6.53 15.74 0.00 6.63 7.07 UPSTRM Z1 .84 36.00 7. 15 6.53 ZZ.51 0.00 5.84 7.07 Drainage area (ac) = 0.00 Slope of invert (X) = 0.091Z Runoff coefficient = 0.00 Slope energy grade line ( X) = 0.4787 Time of conc (min) = 11 .79 Critical depth ( in) = Z5.97 Inlet time (min) 0.00 Natural ground elev. ( ft) = 16.00 Intensity ( in/hr) 0.00 Upstream surcharge (ft) = 11 .69 Cumulative C*A 0.00 Additional Q (cfs) = 3. 13 Q = CA * I (cfs) = 0.00 Line capacity ( cfs) = Z0. 14 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft) = 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.0000 Q captured (cfs) 0.00 Cross slope ( ft/ft) = 0.0000 Q bypassed (cfs) 0.00 Ponding width ( ft ) N/A ------------------------------------------------------------------------ LINE 5 / Q = 43.01 / HT = 48 / WID - 48 / N = .013 / L = 170 / ,TLC = 1 ------------------------------------------------------------------------ 5 / DNLN = 4 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM Z3.83 48.00 7. 15 3.4Z Z4.01 0.00 4.84 12.56 UPSTRM Z3.98 48.00 7. 18 3.4Z 24. 16 0.00 6.41 iZ.57 Drainage area (ac) = 0.00 Slope of invert ( X) = 0.0180 Runoff coefficient = 0.00 Slope energy grade line ( X) = 0.0897 Time of conc (min) - 10.84 Critical depth ( in) = Z3.Z7 Inlet time (min) = 0.00 Natural ground elev. ( ft) = 17.60 Intensity ( in/hr) = 0.00 Upstream surcharge (ft ) - 1Z.80 Cumulative C*A = 0.00 Additional Q (cfs) Q = CA * I (cfs) = 0.00 Line capacity (cfs) = 19.27 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft) = 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.0000 Q captured (cfs) = 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) 0.00 Ponding Width ( ft) = N/A ------------------------------------------------------------------------ LINE 6 / Q = 43.01 / HT = 36 / WID = 36 / N = .013 / L - 1Z6 / JLC = 1 ------------------------------------------------------------------------ 6 / DNLN = 5 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 24. 16 36.00 7. 18 6.09 Z4.74 0.00 7.41 7.07 UPSTRM 24.69 36.00 5.08 6.08 25.ZG 0.00 9.42 7.07 Drainage area (ac) = 0.00 Slope of invert (X) =-1 .6671 Runoff coefficient = 0.00 Slope energy grade line (%) = 0.4160 Time of conc (min) = 10. 14 Critical depth ( in) = 25.08 Inlet time (min) 0.00 Natural ground elev. ( ft) = 17.50 Intensity ( in/hr) = 0.00 Upstream surcharge (ft) = 16.61 Cumulative C*A 0.00 Additional Q (cfs) = 0.00 Q = CA * I (cfs) = 0.00 Line capacity (cfs) = 0.00 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft ) = 0.00 - Q carryover (cfs) = 0.00 Gutter slope (ft/ft ) = 0.0000 Q captured (cfs) = 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) 0.00 Ponding Width (ft ) = N/A ------------------------------------------------------------------------ i v Yrz LINE 7 / Q = 43.01 / HI = 36 / WID = 36 / N = .013 / L = Z33 / JLC = 1 ------------------------------------------------------------------------- 7 / DNLN = 6 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM Z5.ZG 36.00 5.08 6.09 Z5.84 0.00 9.4Z 7.07 UPSTRM ZG.Z3 36.00 8. 15 6.08 26.81 0.00 6. 35 7.07 Drainage area (ac) = 0.00 Slope of invert ( X) = 1 . 3176 Runoff coefficient = 0.00 Slope energy grade line ( X) = 0.4160 Time of conc ( min) = 8.85 Critical depth ( in) = Z5.08 Inlet time (min) = 0.00 Natural ground elev. ( ft ) 17.50 Intensity ( in/hr) = 0.00 Upstream surcharge ( ft) 15.08 Cumulative C*A = 0.00 Additional Q (cfs) 0.00 Q = CA * I (cfs) = 0.00 Line capacity (cfs) 76.56 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft) 0.00 Q carryover (cfs) = 0.00 Gutter slope ( ft/ft) = 0.0000 Q captured (cfs) = 0.00 Cross slope ( ft/ft) = 0.0000 Q bypassed (cfs) - 0.00 Ponding width (ft) N/A ------------------------------------------------------------------------ LINE 8 / Q = 43.01 / HT = 30 / WID = 30 / N = .013 / L = 617 / JLC = Z ------------------------------------------------------------------------ 8 / DNLN - 7 HGL DEPTH INVERT VEL EGL T WI❑ COVER AREA DNSTRM Z6.81 30.00 8.40 8.76 Z8.00 0.00 6.6 4.91 UPSTRM 33.60 30.00 9.04 8.76 34.79 0.00 7. 16 4.91 Drainage area (ac) = 0.00 Slope of invert (%) = 0. 1037 Runoff coefficient = 0.00 Slope energy grade line (X) = 1 . 1000 Time of conc (min) = 5.4Z Critical depth ( in) = 26.55 Inlet time (min) 0.00 Natural ground elev. (ft) = 18.70 Intensity ( in/hr) - 0.00 Upstream surcharge (ft) = ZZ.06 Cumulative C*A 0.00 Additional Q (cfs) = 0.00 Q = CA * I (cfs) = 0.00 Line capacity (cfs) = 13.21 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length (ft) 0.00 Q carryover (cfs) = 0.00 Gutter slope ( ft/ft) = 0.0000 Q captured (cfs) = 0.00 Cross slope ( ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding width ( ft) - N/A ------------------------------------------------------------------------ iv ye. LINE 9 / Q = 43.01 / HT = Z4 / WID = Z4 / N = .013 / L = 300 / JLC = Z ------------------------------------------------------------------------ 9 / DNLN = 8 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 35.98 Z4.00 9.48 13.69 38.89 0.00 7.ZZ 3. 14 UPSTRM 46.83 Z4.00 10.57 13.69 49.74 0.00 6.93 3. 14 Drainage area ( ac) = 0.00 Slope of invert ( %) = 0. 3633 Runoff coefficient = 0.00 Slope energy grade line ( %) = 3.6168 Time of conc (min) = 3.76 Critical depth ( in) = 23.65 Inlet time (min) = 0.00 Natural ground elev. ( ft) = 19.50 Intensity ( in/hr) = 0.00 Upstream surcharge ( ft) 34.26 Cumulative C*A = 0.00 Additional Q ( cfs) 0.00 Q = CA * I (cfs) = 0.00 Line capacity ( cfs) = 13.63 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft ) = 0.00 Q carryover (cfs) = 0.00 Gutter slope ( ft/ft ) = 0.0000 Q captured (cfs) 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding width ( ft ) = N/A ------------------------------------------------------------------------ LINE 10 / Q = 43.01 / HT = 21 / WID = Zi / N = .013 / L = Z33 / JLC = 1 ------------------------------------------------------------------------ 10 / DNLN = 9 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 5Z.65 21 .00 10.39 17.88 57.62 0.00 7.35 2.40 UPSTRM 69.83 Z1 .00 11 .36 17.88 74.80 0.00 6.49 Z.41 Drainage area (ac) = 0.00 Slope of invert M = 0.4163 Runoff coefficient = 0.00 Slope energy grade line (%) = 7.373Z Time of conc (min) = Z.46 Critical depth ( in) = Z0.96 Inlet time (min) = 0.00 Natural ground elev. ( ft) 19.60 Intensity ( in/hr) 0.00 Upstream surcharge (ft) = 56.72 Cumulative C*A 0.00 Additional Q (cfs) = 41 .00 Q = CA * I (cfs) 0.00 Line capacity (cfs) = 10.ZZ --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft ) = 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.0000 Q captured (cfs) = 0.00 Cross slope ( ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding width ( ft) = N/A ------------------------------------------------------------------------ /U f'rZ . LINE 11 / Q = Z.01 / HT = Z1 / WID = 21 / N = .013 / L = 443 / JLC = 3 ------------------------------------------------------------------------ 11 / DNLN - 10 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 74.80 Z1 .00 11 .63 0.84 74.81 0.00 6.ZZ Z_.40 UPSTRM 74.90 21 .00 13.23 0.84 74.91 0.00 4.7Z Z.41 Drainage area (ac) = 0.00 Slope of invert (%) = 0. 361Z Runoff coefficient = 0.00 Slope energy grade line ( %) = 0.OZ34 Time of conc (min) = 0.00 Critical depth ( in) = 6.24 Inlet time (min) = 0.00 Natural ground elev. (ft) = 19.70 Intensity ( in/hr) = 0.00 Upstream surcharge ( ft) = 59.9Z Cumulative C*A = 0.00 Additional Q (cfs) = Z.01 Q = CA * I (cfs) 0.00 Line capacity (cfs) = 9.5Z --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft) 0.00 Q carryover (cfs) = 0.00 Gutter slope ( ft/ft) = 0.0000 Q captured (cfs) = 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding width (ft) = N/A ------------------------------------------------------------------------ LINE 12 ! Q = 15.65 / HT = 60 / WID = 60 / N = .013 / L = 150 / JLC = i ------------------------------------------------------------------------ 12 / DNLN = 3 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 15.08 60.00 5.86 0.80 15.09 0.00 4.63 19.63 UPSTRM 15.08 60.00 5.93 0.80 15.09 0.00 5.86 19.63 Drainage area (ac) = 0.00 Slope of invert (X) 0.0467 Runoff coefficient = 0.00 Slope energy grade line (%) = 0.0036 Time of conc (min) = 14.28 Critical depth ( in) = 13.Z5 Inlet time (min) = 0.00 Natural ground elev. (ft) 16.80 Intensity ( in/hr) = 0.00 Upstream surcharge (ft) = 4. 15 Cumulative C*A = 0.00 Additional Q (cfs) = 0.00 Q = CA * I (cfs) = 0.00 Line capacity (cfs) = 56.Z7 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length (ft) = 0.00 Q carryover (cfs) = 0.00 Gutter slope ( ft/ft) = 0.0000 Q captured (cfs) 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) 0.00 Ponding width (ft) N/A ------------------------------------------------------------------------ �o yrz r LINE 13 / Q = 15.65 / HT = 60 / WID = 60 / N = .013 / L = 500 / .TLC = 1 ------------------------------------------------------------------------ 13 / DNLN = 12 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 15.09 60.00 5.93 0.80 15. 10 0.00 5.86 19.63 UPSTRM 15. 11 80.00 6. 16 0.80 15. 12 0.00 4.94 19.63 Drainage area (ac) = 0.00 Slope of invert ( %) = 0.0460 Runoff coefficient = 0.00 Slope energy grade line ( %) = 0.0036 Time of conc ( min) = 11 .51 Critical depth ( in) = 13.25 Inlet time (min) = 0.00 Natural ground elev. ( ft ) = 16. 10 Intensity ( in/hr) = 0.00 Upstream surcharge ( ft ) = 3.95 Cumulative C*A = 0.00 Additional Q (cfs ) = 7.65 Q = CA * I (cfs) = 0.00 Line capacity (cfs) = 55.86 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft) 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.WOO Q captured (cfs) 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding width ( ft ) = N/A ------------------------------------------------------------------------ LINE 14 / Q = 8.00 / HT = 60 / WID = 60 / N = .013 / L = 500 / JLC = i ------------------------------------------------------------------------ 14 / DNLN = 13 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 15. 12 60.00 6. 16 0.41 15. 1Z 0.00 4.94 19.83 UPSTRM 15. 12 60.00 6.39 0.41 15. 13 0.00 5.Z1 19.63 Drainage area (ac) = 0.00 Slope of invert (%) = 0.0460 Runoff coefficient = 0.00 Slope energy grade line ( %) = 0.0009 Time of conc (min) = 8.73 Critical depth ( in) = 9.47 Inlet time (min) = 0.00 Natural ground elev. (ft) = 16.60 Intensity ( in/hr) 0.00 Upstream surcharge (ft) 3.73 Cumulative C*A = 0.00 Additional Q (cfs) = 0.00 Q = CA * I (cfs) = 0.00 Line capacity (cfs) 55.86 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length (ft) = 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft ) = 0.0000 Q captured (cfs) = 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding width ( ft) N/A -------------------------------------------------------=---------------- io YrZ LINE 15 / Q = 8.00 / HT = 54 / WID = 54 / N = .013 / L = 500 / JLC = 1 ----------------------------------------------------------------------- 15 / DNLN = 14 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 15. 13 54.00 6. 39 0.50 15. 13 0.00 5.71 15.90 UPSTRM 15. 13 54.00 6.66 0.50 15. 14 0.00 5.44 15.90 Drainage area ( ac) = 0.00 Slope of invert (%) = 0.0540 Runoff coefficient = 0.00 Slope energy grade line ( %) = 0.0017 Time of conc ( min) = 5.95 Critical depth ( in) = 9.73 Inlet time (min) = 0.00 Natural ground elev. ( ft ) - 16.60 Intensity ( in/hr) = 0.00 Upstream surcharge ( ft) = 3.97 Cumulative C*A = 0.00 Additional Q ( cfs) = 0.00 Q = CA * I (cfs) = 0.00 Line capacity (cfs) = 45.70 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length (ft ) = 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.000@ Q captured (cfs) = 0.00 Cross slope ( ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding width (ft) N/A ------------------------------------------------------------------------ LINE 16 / Q = 8.00 / HT = 48 / WID = 48 / N = .013 / L = 330 / JLC = 1 ------------------------------------------------------------------------ 16 / DNLN = 15 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 15. 14 48.00 6.66 0.64 15. 14 0.00 5.94 1Z.56 UPSTRM 15. 15 48.00 6.86 0.64 15. 15 0.00 5.74 12.57 Drainage area (ac) = 0.00 Slope of invert M = 0.0606 Runoff coefficient = 0.00 Slope energy grade line (%) = 0.0031 Time of conc (min) = 4. 12 Critical depth ( in) - 10.04 Inlet time (min) 0.00 Natural ground elev. (ft ) = 16.60 Intensity ( in/hr) 0.00 Upstream surcharge (ft) = 4.Z9 Cumulative C*A 0.00 Additional Q (cfs) 0.00 Q = CA * I (cfs) = 0.00 Line capacity (cfs) = 3S.36 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length (ft ) 0.00 Q carryover (cfs) = 0.00 Gutter slope ( ft/ft ) = 0.0000 Q captured (cfs) = 0.00 Cross slope ( ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding width (ft ) = N/A ------------------------------------------------------------------------ o ytI2 LINE 17 / Q = 8.00 / HT = 3G / WID = 36 / N = .013 / L = 139 / JLC = 1 ------------------------------------------------------------------------ 17 / DNLN = iG HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 15. 15 36.00 6.86 1 . 13 15. 17 0.00 6.74 7.07 UPSTRM 15. 17 36.00 7.00 1 . 13 15. 19 0.00 6.5 7.07 Drainage area (ac) = 0.00 Slope of invert ( %) = 0. 1007 Runoff coefficient = 0.00 Slope energy grade line ( %) = 0.0144 Time of conc (min) = 3. 34 Critical depth ( in) = 10.82 Inlet time (min) = 0.00 Natural ground elev. ( ft ) = 16.50 Intensity ( in/hr) = 0.00 Upstream surcharge ( ft ) 5. 17 Cumulative C*A = 0.00 Additional Q (cfs) 7. 11 Q = CA * I (cfs) = 0.00 Line capacity (cfs) - Z1 . 17 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft) = 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft ) = 0.0000 Q captured (cfs) = 0.00 Cross slope ( ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding width (ft) = N/A ------------------------------------------------------------------------ LINE 18 / Q 0.89 / HT 15 / WID = 15 / N = .013 / L = Z2Z / JLC = 1 ------------------------------------------------------------------------ 18 / DNLN - 17 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 15. 19 15.00 7.00 0.73 15.ZO 0.00 8.Z5 1 .Z3 UPSTRM 15.Z4 15.00 7.80 0.73 15.Z4 0.00 7.05 i .Z3 Drainage area (ac) = 0.00 Slope of invert M = 0.3604 Runoff coefficient = 0.00 Slope energy grade line M = 0.0190 Time of conc (min) = Z. 11 Critical depth ( in) 4.53 Inlet time (min) = 0.00 Natural ground elev. (ft) = 16. 10 Intensity ( in/hr) = 0.00 Upstream surcharge (ft) 6. 19 Cumulative C*A = 0.00 Additional Q (cfs) = 0.00 Q = CA * I (cfs) 0.00 Line capacity (cfs) = 3.88 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length (ft) = 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.0000 Q captured (cfs) = 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding width ( ft) N/A ------------------------------------------------------------------------ /o yrz LINE 19 / Q = 0.89 / HT = 1Z / WID = 1Z / N = .013 / L = 380 / JLC = i ----------------------------------------------------------------------- - 19 / ONLN = 18 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 15.Z4 1Z.00 7.80 1 . 13 15.Z6 0.00 7. 3 0.79 UPSTRM 15.50 1Z.00 iZ.93 1 . 13 15.5Z 0.00 3.67 0.79 Drainage area (ac) = 0.00 Slope of invert ( %) = 1 . 3500 Runoff coefficient = 0.00 Slope energy grade line ( %) = 0.0625 Time of conc (min) = 0.00 Critical depth ( in) = 4.80 Inlet time (min) 0.00 Natural ground elev. (ft) = 17.60 Intensity ( in/hr) = 0.00 Upstream surcharge ( ft) = 1 .57 Cumulative C*A = 0.00 Additional Q (cfs) 0.89 Q = CA * I (cfs) = 0.00 Line capacity (cfs) = 4. 14 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft) = 0.00 Q carryover (cfs) = 0.00 Gutter slope ( ft/ft ) = 0.0000 Q captured (cfs) = 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding Width (ft ) = N/A ------------------------------------------------------------------------ O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4�l 48 : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . e9 e 1p D o e era l EJ H 1 4 LLI . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r -------------------_—� EJ N c !J H G Il. O ' ' E£t ' . ' 9 0 :bl - ----------------------�N------------- : : 4IL k O fZbO c� 65l : �: Ele �fit . . O 1 1 . NG R a 1---- ------- -------- fa.lE------------------- 500 046 t 2 0 �56 2 ?6� 1 6 16 gip$ ... 0 4 ° 9aa A DD —--------------- ---------------------- .............. l9 . ................................................................ --------- -I n ------ --------- : . : : : : . . . . : : 1: ON C,6l: : : : : .�: 15 1 .( NG G L a 5 -0Ya 4 2 104 150 2U ?6 l2 3a 16 6 52 Lt fit 0 N O t8Zk 5LE b . DOE -------------------- �. : . . . . -------------------- : : Ot . . . . . . . . . . . . . . . . . . . . . . . . . . . . ON . . . . . . . . . . . . . . . . . . . . . . i : . . . . . . . : : iiiiiiii . . . . . . . . . . . . . . . . . . . . . . . } ) �i � 100-YEAR DESIGN STORM 1 STORM SEWER TABULATION ATA FILE: 91407.ST3 RAINFALL FILE: CHARTG.RN3 PRINTED: 04-16-1992 100 YEAR DESIGN STORM Q = CIA I = 7.863/ ( Tc + 0. 100 ) 0 LINE1 INC !RNOFF ! INC I SUM TIME ;RNFALITOTAL_ FLOW !PIPE 1SIZE! PIPE ;PIPE No. 1 AREA 1COEFF! C*A I C*A I CONC 1INT IIQ=CA*I , AdQ!CAP IHT/W! LEN 1SLOPE (AC ) I (C ) I i I (MIN ) ! ( IPH ) ; (CFS ) 1 (CFS ) ! ( IN)1 (FT ) 1 (% ) I 1 I I I I 1 1 1 1 1 1 I 1 l f 1 1 1 I 11 1 0.0 10.00 1 0.0 1 0.0! 0.0 1 0.001 3.71 1 9.51 21 ! 443 1 0.36 0.00 3.71 1 21 1 ! I 1 I 1 1 I 1 1 1 1 I 10 1 0.0 10.00 1 0.0 1 0.01 2.5 1 0.001 44.71 1 10.21 21 1 233 10.41 ! 1 1 ! ! 1 0.00 41 .01 ! 21 ; I I 1 I 1 1 I I 1 1 1 9 1 0.0 10.00 1 0.0 1 0.01 3.8 10.001 44.71 1 13.61 24 1 300 1 0.36 1 1 1 I 1 , , 0.00 0.01 1 24 1 ! I 1 1 1 I 1 1 I 1 1 I f 1 1 1 1 I 1 1 1 1 1 8 1 0.0 10.00 1 0.0 1 0.01 5.4 1 0.001 44.71 1 13.21 30 1 617 1 0. 10 ! ! ! I ! 1 ! 0.00 0.0! 1 30 1 ! 1 1 I I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 7 1 0.0 10.00 1 0.0 1 0.01 8.9 1 0.001 44.71 1 76.61 36 1 233 1 1 .31 1 ! 1 I ! ! 1 0.00 0.0! 1 36 1 ! I 1 1 1 1 I I 1 I 1 1 1 1 1 1 1 1 1 1 I 1 1 6 1 0.0 10.00 ; 0.0 1 0.01 10, 1 1 0.00! 44.71 1 0.01 36 1 126 1-1 .66 1 I 1 1 ! I 1 0.00 0.01 1 36 1 1 1 1 1 1 I 1 I 1 1 1 1 1 i 1 1 ( 1 1 1 I 1 1 5 1 0.0 10.00 1 0.0 1 0.01 10.8 1 0.001 44.71 1 19.31 48 1 170 1 0.01 1 1 1 ! ! I 1 0.00 0.0! 1 48 1 ! 1 1 1 1 1 I 1 I I 1 I 4 1 0.0 !0.00 1 0.0 ! 0.01 11 .8 1 0.001 50.49 1 20. 11 36 11414 1 0.09 1 1 1 I 1 1 1 0.00 5.8! 1 36 1 1 ! I 1 1 ! ! 1 ! 1 ! ! 3 ! 0.0 10.00 1 0.0 ! 0.01 19.6 1 0.001 82.72 1 55.61 60 1 395 1 0.04 1 ! 1 1 ! ! 1 0.00 3.31 1 60 ! 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I 1 1 I 1 1 ! 1 2 1 0.0 :0.00 1 0.0 1 0.0! 21 .8 1 0.001 86.85 1 55.51 60 1 375 1 0.04 1 ! ! 1 1 1 1 0.00 4. 11 1 60 ! I I 1 1 1 1 1 1 1 1 1 1 , 1 1 1 1 , f 1 1 1 1 1 1 0.0 10.00 ! 0.0 1 0.01 23.9 1 0.001 86.85 1 56.21 60 1 43 1 0.04 ! ! 1 1 1 ! 0.00 0.01 1 60 ! ! 1 1 ! I I I 1 I I I 1 --- 1 I 1 1 1 1 1 I l 1 1 19 1 0.0 !0.00 ! 0.0 1 0.01 0.0 ! 0.00! 1 .65 1 4. 11 12 1 380 1 1 .35 I 1 I ! 1 ! 1 0.00 1 .6 ! 1 12 1 ! I 1{1 1 1 I 1 i 1 I 1 1 1 1 1 1 1 1 1 , 1 18 I 0.0 10.00 1 0.0 1 0.01 2. 1 1 0.001 1 .65 1 3.91 15 1 222 1 0.36 1 1 1 1 ( 1 1 0.00 0.0! 1 15 I 1 I 1 1 1 I I 1 I I 1 I 1 1 1 1 1 I 1 1 1 1 l 17 1 0.0 10.00 1 0.0 1 0.01 3.3 ; 0.00; 14.76 ! 21 .21 36 ; 139 1 0. 10 1 1 1 1 1 I 1 1 0.00 1 3. 1 1 1 36 1 I 1 1 I 1 I 1 t 1 1 1 1 1 I 1 I 1 STORM SEWER TABULATION ( continued ) DATA FILE: 91407.ST3 RAINFALL FILE: CHART6 .RN3 PRINTED: 04-16-1992 100 YEAR DESIGN STORM Q = CIA I = 7.863/ ( Tc + 0. 100 ) 0 LINE! INC !RNOFF! INC 1 SUM : TIME lRNFALlTOTAL FLOW !PIPE : SIZE! PIPE !PIPE No. ! AREA ICOEFF! C*A ! C*A 1 CONC TINT I :Q=CA*I , DFQ:CAP lHT/Wl LEN !SLOPE ! ( AC ) ! (C ) ! 1 ! (MIN ) ! ( IPH ) I ( CFS ) 1 (CFS ) 1 ( IN )1 (FT ) 16 1 0.0 10.00 1 0.0 ! 0.01 4. 1 ! 0.001 14.76 1 3S.41 48 ! 330 1 0.06 1 1 ! 1 ! ! 0.00 0.0! 1 48 1 ! 15 ! 0.0 l0.00 1 0.0 ! 0.01 6 .0 1 0.00: 14.76 1 45.71 54 1 500 ! 0.OS 1 1 l l 1 ! i 0.00 0.01 1 54 1 1 14 1 0.0 10.00 1 0.0 ! 0.01 8.7 ! 0.00! 14.76 1 SS.91 60 1 SOO 1 0.04 ! ! 1 ! ! i 1 0.00 0.0! ! 60 1 1 13 1 0.0 10.00 1 0.0 1 0.01 11 .5 1 0.001 28.88 1 55.91 60 1 500 1 0.04 . 0.00 14. 11 1 60 ! 1 12 1 0.0 10.00 1 0.0 1 0.01 14.3 1 0.001 28.88 1 56.31 60 1 150 1 0.04 ' i 0.00 0.01 1 60 1 1 LINE Qact Qcap HT WID HGDN HGUP DNLN INV ON INV UP (cfs ) (cfs ) ( in ) ( in ) ( ft ) ( ft ) ( ft ) ( ft ) 1 86.8 56.2 60 60 15.45 1S.50 End S.49 5.51 86.8 5S.S 60 60 1S.80 16.22 1 5.51 5.68 3 82.7 55.6 60 60 16 .S2 16. 92 2 5.68 5.86 4 50.S 20. 1 36 36 17.20 2S.30 3 S.86 7. 15 S 44.7 19.3 48 48 27.68 27.84 4 7. 15 7. 18 6 44.7 0.0 36 36 28.04 28.61 5 7. 19 S.08 7 44.7 76.6 36 36 29.23 30.28 8 5.08 8. 15 8 44.7 13.2 30 30 30.90 38.23 7 8.40 9.04 9 44.7 13.6 24 24 40.81 S2.53 8 9.48 10.57 10 44.7 10.2 21 21 58.83 77.39 9 10.39 11 .36 11 3.7 9.5 21 21 82.76 83. 11 10 11 .63 13.23 12 29.9 S6.3 60 60 17.20 17.22 3 S.86 5.93 13 28.9 SS.9 60 60 17.2S 17.31 12 5.93 6. 16 14 14.8 5S.9 60 60 17.34 17.36 13 6. 16 6.39 15 14.8 45.7 54 S4 17.37 17.40 14 8.39 6.66 16 14.8 35.4 48 48 17.41 17.4S 15 6 .66 6.86 Calc Option = 1 Surcharge Box Circular Graphics mode = EGA 1 ) Screen 2 ) Printer 3 ) Screen plot [PgUp] [PgOn] [Esc] Menu /Do wz STORM SEWER DESIGN / ANALYSIS Return Period = 100 Yrs Run Date: 04-16-1992 Rainfall file: CHARTG File: 91407.ST3 LINE i / Q = 86.85 / HT = 60 / WID = 60 / N = .013 / L = 43 / JLC = 1 ------------------------------------------------------------------------ 1 / Outfall HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 15.45 60.00 5.49 4.4Z 15.75 0.00 N/A 19.63 UPSTRM 15.50 60.00 5.51 4.4Z 15.80 OAO 5.48 19.63 Drainage area (ac) = 0.00 Slope of invert (%) = 0.0465 Runoff coefficient = 0.00 Slope energy grade line ( %) = 0. 111Z Time of conc (min) = Z3.9Z Critical depth ( in) = 31 .Z0 Inlet time (min) - 0.00 Natural ground elev. ( ft ) = 16.00 Intensity ( in/hr) = 0.00 Upstream surcharge ( ft) = 4.99 Cumulative C*A = 0.00 Additional Q (cfs) 0.00 Q = CA * I (cfs) = 0.00 Line capacity (cfs) 56. 17 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length (ft) = 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.0000 Q captured (cfs) 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding width ( ft) = N/A ------------------------------------------------------------------------ LINE 2 / Q = 86.85 / HT = 60 / WID = 60 / N = .013 / L = 375 / JLC = i ------------------------------------------------------------------------ Z / DNLN = 1 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 15.80 60.00 5.51 4.42 16. 11 0.00 5.48 19.63 UPSTRM 16.ZZ 80.00 5.68 4.4Z 16.5Z 0.00 5.5 19.63 Drainage area (ac) = 0.00 Slope of invert (%) = 0.0453 Runoff coefficient - 0.00 Slope energy grade line ( %) = 0. 111Z Time of conc (min) = 21 .84 Critical depth ( in) = 31 .20 Inlet time (min) 0.00 Natural ground elev. (ft) = 16. 18 Intensity ( in/hr) = 0.00 Upstream surcharge (ft) = 5.54 Cumulative C*A 0.00 Additional Q (cfs) = 4. 13 Q = CA * I (cfs) = 0.00 Line capacity (cfs) = 55.46 ------•--------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length (ft) = 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.0000 Q captured (cfs) = 0.00 Cross slope (ft/ft) - 0.0000 Q bypassed (cfs) = 0.00 Ponding width ( ft ) = N/A ------------------------------------------------------------------------ /o o yi2 LINE 3 / Q = 82.7Z / HT = G0 / WI❑ = 60 / N = .013 / L = 395 / JLC = 1 ------------------------------------------------------------------------ 3 / DNLN = 2 HGL DEPTH INVERT VEL EGL T WID LOVER AREA DNSTRM 16.5Z 60.00 5.68 4.Z1 16.80 0.00 5.5 19 .63 UPSTRM 16.9Z 60.00 5.86 4.Z1 17.Z0 0.00 4.63 19.63 Drainage area (ac) = 0.00 Slope of invert ( X) = 0.0456 Runoff coefficient = 0.00 Slope energy grade line ( %) = 0. 1009 Time of conc (Min) = 19.64 Critical depth ( in) = 30.45 Inlet time (min) 0.00 Natural ground elev. ( ft) = 15.50 Intensity ( in/hr) = 0.00 Upstream surcharge ( ft ) = G.06 Cumulative C*A - 0.00 Additional Q (cfs) = 3.35 Q = CA * I (cfs) = 0.00 Line capacity (cfs) = 55.60 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft) = 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.0000 Q captured (cfs) = 0.00 Cross slope ( ft/ft) = 0.0000 Q bypassed (cfs) 0.00 Ponding width ( ft) - N/A ------------------------------------------------------------------------ LINE 4 / Q = 50.49 / HT = 36 / WID = 36 / N = .013 / L = 1414 / JLC = 3 ------------------------------------------------------------------------ 4 / DNLN = 3 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 17.Z0 36.00 5.86 7. 14 17.99 0.00 6.63 7.07 UPSTRM 25.30 36.00 7. 15 7. 14 26.09 0.00 5.84 7.07 Drainage area (ac) = 0.00 Slope of invert (%) = 0.0912 Runoff coefficient = 0.00 Slope energy grade line ( X) = 0.573Z Time of conc (min) = 11 .79 Critical depth ( in) = 27. 17 Inlet time (min) 0.00 Natural ground elev. (ft) = 16.00 Intensity ( in/hr) 0.00 Upstream surcharge (ft ) = 15. 15 Cumulative C*A = 0.00 Additional Q (cfs) = 5.78 Q = CA * I (cfs) 0.00 Line capacity (cfs) Z0. 14 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft ) 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.0000 Q captured (cfs) 0.00 Cross slope ( ft/ft) = 0.0000 Q bypassed (cfs) 0.00 Ponding width ( ft) N/A ------------------------------------------------------------------------ fd� �� LINE 5 / Q = 44.71 / HT = 48 / WID = 48 / N = .013 / L = 170 / JLC = 1 ------------------------------------------------------------------------ 5 / DNLN = 4 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM Z7.68 48.00 7. 15 3.56 Z7.88 0.00 4.84 1Z.56 UPSTRM Z7.84 48.00 7. 18 3.56 Z8.O4 0.00 6.41 1Z.57 Drainage area ( ac) = 0.00 Slope of invert ( %) = 0.0180 Runoff coefficient = 0.00 Slope energy grade line ( X) = 0.0969 Time of conc (min) = 10.84 Critical depth ( in) = 23.72 Inlet time (min) 0.00 Natural ground elev. (ft) = 17.60 Intensity ( in/hr) = 0.00 Upstream surcharge ( ft) - 16.66 Cumulative C*A = 0.00 Additional Q (cfs) = 0.00 Q = CA * I (cfs) = 0.00 Line capacity (cfs) = 19.Z7 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft) = 0.00 Q carryover ( cfs) = 0.00 Gutter slope ( ft/ft) = 0.0000 Q captured (cfs) = 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding width (ft) N/A ------------------------------------------------------------------------ LINE 6 / Q = 44.71 / HT = 36 / WID - 36 / N = .013 / L = 1Z6 / JLC = 1 ------------------------------------------------------------------------ 6 / DNLN = 5 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM Z8.04 36.00 7. 18 6.33 28.66 0.00 7.41 7.07 UPSTRM Z8.61 36.00 5.08 6.33 Z9.Z3 0.00 9.42 7.07 Drainage area (ac) = 0.00 Slope of invert (%) =-1 .6671 Runoff coefficient = 0.00 Slope energy grade line (X) 0.4495 Time of conc (min) - 10. 14 Critical depth ( in) = Z5.57 Inlet time (min) 0.00 Natural ground elev. (ft) 17.50 Intensity ( in/hr) 0.00 Upstream surcharge (ft) = Z0.53 Cumulative C*A 0.00 Additional Q (cfs) = 0.00 Q = CA * I (cfs) 0.00 Line capacity (cfs) 0.00 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft) = 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.0000 Q captured (cfs) = 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding width ( ft) N/A ------------------------------------------------------------------------ /00 �� LINE 7 / Q = 44.71 / HT = 36 / WID = 36 / N = .013 / L = Z33 / JLC = 1 ------------------------------------------------------------------------ 7 / DNLN = 6 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM Z9.Z3 36.00 5.08 6.33 Z9.85 0.00 9.4Z 7.07 UPSTRM 3O.Z8 36.00 8. 15 6.33 30.90 0.00 6.35 7.07 Drainage area (ac) = 0.00 Slope of invert ( %) = 1 . 3176 Runoff coefficient = 0.00 Slope energy grade line ( %) = 0.4495 Time of conc ( Min) = 8.85 Critical depth ( in) = ZS.57 Inlet time (min) = 0.00 Natural ground elev. (ft) = 17.50 Intensity ( in/hr) 0.00 Upstream surcharge (ft) 19. 13 Cumulative C*A = 0.00 Additional Q (cfs) = 0.00 Q = CA * I (cfs) = 0.00 Line capacity (cfs) = 76.56 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length (ft) = 0.00 Q carryover (cfs) = 0.00 Gutter slope ( ft/ft) = 0.0000 Q captured (cfs) = 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding width ( ft) - N/A ------------------------------------------------------------------------ LINE 8 / Q 44.71 / HT = 30 / WID = 30 / N = .013 / L = 617 / JLC - Z ------------------------------------------------------------------------ 8 / DNLN = 7 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 30.90 30.00 8.40 9. 11 3Z. 19 0.00 6.6 4.91 UPSTRM 38.23 30.00 9.04 9. 11 39.SZ 0.00 7. 16 4.91 Drainage area (ac) = 0.00 Slope of invert (%) = 0. 1037 Runoff coefficient = 0.00 Slope energy grade line ( %) = 1 . 1887 Time of conc (min) = 5.42 Critical depth ( in) = Z7.02 Inlet time (min) 0.00 Natural ground elev. (ft) 18.70 Intensity ( in/hr) 0.00 Upstream surcharge (ft) = Z6.69 Cumulative C*A = 0.00 Additional Q (cfs) = 0.00 Q = CA * I (cfs) 0.00 Line capacity (cfs) = 13.Z1 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length (ft) = 0.00 Q carryover (cfs) = 0.00 Gutter slope ( ft/ft) = 0.0000 Q captured (cfs) = 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) 0.00 Ponding width (ft) = N/A ------------------------------------------------------------------------ /00 y/Z LINE 9 / Q = 44.71 / HT = 24 / WID = Z4 / N .013 / L = 300 / JLC = Z ------------------------------------------------------------------------ 9 / DNLN = 8 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 40.81 24.00 9.48 14.Z3 43.95 0.00 7.ZZ 3. 14 UPSTRM 52.53 Z4.00 10.57 14.Z3 55.68 0.00 6.93 3. 14 Drainage area ( ac) = 0.00 Slope of invert ( %) = 0. 3633 Runoff coefficient = 0.00 Slope energy grade line ( X) = 3.9084 Time of conc (min) = 3.76 Critical depth ( in) = Z3.78 Inlet time (min) = 0.00 Natural ground elev. ( ft) = 19.50 Intensity ( in/hr) = 0.00 Upstream surcharge ( ft) - 39.96 Cumulative C*A = 0.00 Additional Q (cfs) 0.00 Q = CA * I (cfs) = 0.00 Line capacity (cfs) = 13.63 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft) = 0.00 Q carryover (cfs) = 0.00 Gutter slope ( ft/ft) = 0.0000 Q captured (cfs) 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding width (ft) = N/A ------------------------------------------------------------------------ LINE 10 ! Q = 44.71 / HT - Z1 / WID = Z1 / N = .013 / L = Z33 / JLC - 1 ------------------------------------------------------------------------ 10 / DNLN = 9 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 58.83 Z1 .00 10.39 18.59 64. 19 0.00 7.35 2.40 UPSTRM 77.39 21 .00 11 .36 18.59 82.76 0.00 6.49 Z.41 Drainage area (ac) = 0.00 Slope of invert (%) = 0.4163 Runoff coefficient - 0.00 Slope energy grade line (%) = 7.9676 Time of conc (min) = 2.46 Critical depth ( in) = Z0.96 Inlet time (min) = 0.00 Natural ground elev. (ft) = 19.60 Intensity ( in/hr) 0.00 Upstream surcharge (ft) = 64.Z8 Cumulative C*A = 0.00 Additional Q (cfs) = 41 .00 Q = CA * I (cfs) 0.00 Line capacity (cfs) = 10.22 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length (ft) = 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.0000 Q captured (cfs) = 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding width (ft) = N/A ------------------------------------------------------------------------ �oo yrL LINE 11 / Q = 3.71 / HT = Z1 / WID = Z1 / N - .013 / L = 443 / JLC = 3 ------------------------------------------------------------------------ 11 / DNLN = 10 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 8Z.76 Z1 .00 11 .63 1 .54 8Z.79 0.00 6.ZZ Z.40 UPSTRM 83. 11 Z1 .00 13.Z3 1 .54 83. 15 0.00 4.7Z Z.41 Drainage area (ac) = 0.00 Slope of invert (X) = 0. 361Z Runoff coefficient = 0.00 Slope energy grade line (X) = 0.0799 Time of conc (min) = 0.00 Critical depth ( in) = 8.47 Inlet time (min) = 0.00 Natural ground elev. ( ft ) - 19.70 Intensity ( in/hr) = 0.00 Upstream surcharge ( ft) = 68. 13 Cumulative C*A = 0.00 Additional Q (cfs) = 3.71 Q = CA * I (cfs) 0.00 Line capacity (cfs) = 9.5Z --------------------------- ------------------------------------ Q catchment (cfs) 0.00 Inlet length ( ft ) = 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.0000 Q captured (cfs) = 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding width ( ft) N/A ------------------------------------------------------------------------ LINE 12 / Q = Z8.88 / HT = 60 / WID = 60 / N = .013 / L = 150 / JLC = 1 ------------------------------------------------------------------------ 12 / DNLN = 3 HGL DEPTH INVERT VEL EGL T WI❑ COVER AREA DNSTRM 17.20 60.00 5.86 1 .47 17.Z3 0.00 4.63 19.63 UPSTRM 17.ZZ 60.00 5.93 1 .47 17.25 0.00 5.86 19.63 Drainage area (ac) = 0.00 Slope of invert (X) = 0.0467 Runoff coefficient = 0.00 Slope energy grade line (X) = 0.0123 Time of conc (min) = 14.Z8 Critical depth ( in) 17.99 Inlet time (min) 0.00 Natural ground elev. (ft ) 16.80 Intensity ( in/hr) 0.00 Upstream surcharge (ft ) 6.Z9 Cumulative C*A = 0.00 Additional Q (cfs) 0.00 Q CA * I (cfs) 0.00 Line ,capacity (cfs) 56.Z7 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft) = 0.00 Q carryover (cfs) = 0.00 Gutter slope ( ft/ft) = 0.0000 Q captured (cfs) = 0.00 Cross slope ( ft/ft) = 0.0000 Q bypassed (cfs) 0.00 Ponding width ( ft) = N/A ------------------------------------------------------------------------ LINE 13 / Q = 28.88 / HT = 60 / WID = 60 / N = .013 / L = 500 / JLC = 1 -------------------------------------------------------------------------- 13 / ONLN = 1Z HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 17.Z5 60.00 5.93 1 .47 17.Z8 0.00 5.86 19.63 UPSTRM 17.31 60.00 6. 16 1 .47 17. 34 0.00 4.94 19.63 Drainage area ( ac) = 0.00 Slope of invert ( X) = 0.0460 Runoff coefficient = 0.00 Slope energy grade line ( X) = 0.0123 Time of conc (min) = 11 .51 Critical depth ( in) = 17.99 Inlet time (min) = 0.00 Natural ground elev. (ft ) 16. 10 Intensity ( in/hr) = 0.00 Upstream surcharge (ft) 6. 15 Cumulative C*A = 0.00 Additional Q (cfs) - 14. 1Z Q = CA * I (cfs) = 0.00 Line capacity (cfs) 55.86 --------------------------- ------------------------------------ Q catchment ( cfs) = 0.00 Inlet length ( ft) = 0.00 Q carryover ( cfs) = 0.00 Gutter slope (ft/ft ) = 0.0000 Q captured (cfs) 0.00 Cross slope ( ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding width ( ft ) = N/A ------------------------------------------------------------------------ LINE 14 / Q 14.76 / HT = 60 / WID = 60 / N = .013 / L = 500 / JLC = 1 ------------------------------------------------------------------------ 14 / DNLN = 13 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 17. 34 60.00 6. 16 0.75 17.35 0.00 4.94 19.63 UPSTRM 17. 36 60.00 6.39 0.75 17.37 0.00 S.Z1 19.63 Drainage area (ac) = 0.00 Slope of invert (%) - 0.0460 Runoff coefficient = 0.00 Slope energy grade line (X) = O.003Z Time of conc ( min) = 8.73 Critical depth ( in) = 1Z.86 Inlet time (min) = 0.00 Natural ground elev. ( ft) = 16.60 Intensity ( in/hr) 0.00 Upstream surcharge ( ft) = 5.97 Cumulative C*A 0.00 Additional Q (cfs) = 0.00 Q - CA * I (cfs) = 0.00 Line capacity (cfs) 55.86 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft) = 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.0000 Q captured (cfs) 0.00 Cross slope ( ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding width ( ft) N/A ------------------------------------------------------------------------ �o� yiz LINE 15 / Q = 14.76 / HT = 54 / WID = S4 / N = .013 / L = 500 / JLC = 1 ------------------------------------------------------------------------ 15 / DNLN = 14 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 17.37 54.00 6. 39 0.93 17. 38 0.00 5.71 15.90 UPSTRM 17.40 54.00 6.66 0.93 17.41 0.00 5.44 15.90 Drainage area (ac) = 0.00 Slope of invert ( %) = 0.0540 Runoff coefficient = 0.00 Slope energy grade line (%) = 0.0056 Time of conc (min) = 5.95 Critical depth ( in) = 13.ZZ Inlet time (min) = 0.00 Natural ground elev. ( ft) = 16.60 Intensity ( in/hr) = 0.00 Upstream surcharge (ft ) = 6.Z4 Cumulative C*A = 0.00 Additional Q (cfs) = 0.00 Q = CA * I (cfs) = 0.00 Line capacity (cfs) = 45.70 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft) = 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.0000 Q captured (cfs) = 0.00 Cross slope (ft/ft) 0.0000 Q bypassed (cfs) 0.00 Ponding width ( ft) = N/A ------------------------------------------------------------------------ LINE 16 / Q = 14.76 / HT - 48 / WID = 48 / N - .013 / L = 330 / JLC = 1 ------------------------------------------------------------------------ 16 / DNLN = 15 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 17.41 48.00 6.66 1 . 17 17.43 0.00 5.94 1Z.56 UPSTRM 17.45 48.00 6.86 1 . 17 17.47 0.00 5.74 1Z.57 Drainage area (ac) = 0.00 Slope of invert ( %) = 0.0606 Runoff coefficient = 0.00 Slope energy grade line (X) - 0.0106 Time of conc (min) = 4. 1Z Critical depth ( in) = 13.63 Inlet time (min) = 0.00 Natural ground elev. (ft) = 16.60 Intensity ( in/hr) 0.00 Upstream surcharge (ft) = 6.59 Cumulative C*A 0.00 Additional Q (cfs) 0.00 Q = CA * I (cfs) 0.00 Line capacity (cfs) = 35.36 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft ) = 0.00 Q carryover (cfs) 0.00 Gutter slope (ft/ft ) 0.0000 Q captured (cfs) - 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) 0.00 Ponding width ( ft ) = N/A ------------------------------------------------------------------------ /ov YX LINE 17 / Q = 14.76 / HT = 36 / WID = 36 / N = .013 / L - 139 / JLC = 1 ------------------------------------------------------------------------ 17 / DNLN = 16 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 17.47 36.00 6.86 Z.09 17.53 0.00 6.74 7.07 UPSTRM 17.53 36.00 7.00 2.09 17.60 0.00 6.5 7.07 Drainage area (ac) = 0.00 Slope of invert (%) = 0. 1007 Runoff coefficient = 0.00 Slope energy grade line ( %) = 0.0490 Time of conc (min) = 3.34 Critical depth ( in) = 14.69 Inlet time (min) 0.00 Natural ground elev. (ft) 16.50 Intensity ( in/hr) = 0.00 Upstream surcharge ( ft) = 7.53 Cumulative C*A 0.00 Additional Q (cfs) = 13. 11 Q = CA * I (cfs) = 0.00 Line capacity (cfs) = Z1 . 17 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length ( ft) = 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) 0.0000 Q captured (cfs) = 0.00 Cross slope ( ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding width ( ft) N/A ------------------------------------------------------------------------ LINE 18 / Q = 1 .65 / HT = 15 / WID = 15 / N = .013 / L = 222 / JLC = 1 ------------------------------------------------------------------------ 18 / DNLN = 17 HGL DEPTH INVERT VEL EGL T WID COVER AREA DNSTRM 17.60 15.00 7.00 1 .34 17.63 0.00 8.25 1 .Z3 UPSTRM 17.75 15.00 7.80 1 .34 17.78 0.00 7.05 1 .23 Drainage area (ac) = 0.00 Slope of invert (%) = 0.3604 Runoff coefficient = 0.00 Slope energy grade line (X) = 0.0653 Time of conc (min) = 2. 11 Critical depth ( in) m 6. 17 Inlet time (min) 0.00 Natural ground elev. (ft) = 16. 10 Intensity ( in/hr) 0.00 Upstream surcharge (ft) 8.70 Cumulative C*A 0.00 Additional Q (cfs) = 0.00 Q = CA * I (cfs) = 0.00 Line capacity (cfs) 3.88 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length (ft) 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.0000 Q captured (cfs) 0.00 Cross slope (ft/ft) = 0.0000 Q bypassed (cfs) = 0.00 Ponding width ( ft) N/A ------------------------------------------------------------------------ /00 yrz t LINE 19 / Q = 1 .65 / HT = 1 Z / WID = 1 Z / N = .013 / L = 380 / JLC = 1 ------------------------------------------------------------------------ 19 / DNLN = 18 HGL DEPTH INVERT VEL EGL T WID COVER AREA ONSTRM 17.78 1Z.00 7.80 Z. 10 17.84 0.00 7.3 0.79 UPSTRM 18.66 1Z.00 1Z.93 Z. 10 18.73 0.00 3.67 0.79 Drainage area (ac) = 0.00 Slope of invert ( %) = 1 .3500 Runoff coefficient = 0.00 Slope energy grade line ( %) = 0.Z147 Time of conc (min) = 0.00 Critical depth ( in) 6.54 Inlet time (min) 0.00 Natural ground elev. ( ft) = 17.60 Intensity ( in/hr) 0.00 Upstream surcharge ( ft) = 4.73 Cumulative C*A = 0.00 Additional Q (cfs) = 1 .65 Q = CA * I (cfs) 0.00 Line capacity ( cfs) = 4. 14 --------------------------- ------------------------------------ Q catchment (cfs) = 0.00 Inlet length (ft ) = 0.00 Q carryover (cfs) = 0.00 Gutter slope (ft/ft) = 0.0000 Q captured (cfs) = 0.00 Cross slope ( ft/ft) 0.0000 Q bypassed (cfs) 0.00 Ponding width (ft) 1N/A ------------------------------------------------------------------------ io0 yr` s� L - -------- ---------- JN LL �� ine Sc.B H G 373 : 2T : : N G a �77' 202 227 '?53 Sta (fit) 0 0 O Ali? E t?G LZ kU St £� 'btr G b. ==7 :U r N CJ : : : : : i : . . ......................................................................................... . . . . . . . . . . . . . . : : : : . . l t { Elew�ft Lit! 12 1 . HG L , , , 12-.5 , , �.3 0 0 4 7 % 0 17 �M 5T 6.8 85 102 119 135 1 17tJ eta fit) o . c r? Q :r. 9 � 0 OAS ------------------- ------------------- ------- --------------------------- Gl I D H f t , a i . . . . . . . . . . . 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BASIN AREA $ OF 2YR/24HR 10YR/24HR 1O,OYR/24HR j � / (ACRES') BASIN (CFS) (CFS) (CFS) FO-' ; . P • ,-!ell Dev(-, ..':)pT11C- nt 1 20.7 91.0.: 086 2 . 24 4 . 13 2 16.7 7. 3 0.70 1. 82 3 . 35 3 28.9 12 . 6 1. 20 3 . 13 57 .78 BUSH, ROED & HITCHINGS, INC. 4 70.7 30.8 2 .94 7 . 65 14 . 12 ZW9 MINOR AVENUE EAST 5 65. 6 28 . 6 2 .73 7 . 11 13 . 11 SEAT17,E, WA :98102 6 18 . 6 . 81. 1 0.77 2 . 01 3 . 71 (206 j 323-4144 7 . 8 . 2 3 . 6 0. 34 0. 89 1. 65 BRH JOB NO. 91407.06 TOTAL, 229 4 ACRES 9 . 54 24.85 45.85 "IT AL BASIN FLOW RATE ABRIL 17, 1992 It Flo I t 4 ajjr ;p"y; ��• w '(�+:6'�4 ��- ;° `fit i i.� � � t :_" It ,R ol S p f f7; r (; I } fy i'ty t-1 { '">r! ' L I c ^�. .,li f �' ;:I� .. o ✓ c4�,1)t� r' * �F "r�gf `..31� , I !/ l j 4 N S t P 26,F6--Z , i b F,�,I)�, t•, y'�•..r* Pp f r" K- i .. t 5"s _. 1 �C• .if,.rl� �. 37k: � /. � ./y.aq• '� �� ' l .t J .n. t_ / �,i't :�,w i3�T .. 4' i!'';� i _�_{��' __' ��wv � L._ ..r• .. •+iy! v f• y I .:.W....u- t' «Z y : - it Ek"ll6�� �,,� I {l ti• r n Ar,_nw.� /it! y "y+' 'I/ i . , I +1 '4' / _ �C�+D°65e.Y S o {�y 8 < k tl 1 ( rl +S.F y j cif;; / ;,,,ri' ,' ( (//> f tom. -1 �„�. ( If •� ' {' a, �' �� ��i�(.; �� � �. ,�''�..� :�. 3�•!� `ice ) OAT } �+ IF ;0 ' �s4.12'' e: r G;Nl 2f,,F7-2 r 26,F7•-P, `♦•r q ._.,•,mil ,,.�� ^C �!� ( i 0 r-j a-v r `�`� i Aai'1 t� •4Y\.` � \ µ.. � ,._� ._.._ .. •.•^ / { / � ' I `�� �IS 7 Q -T- � � f 1 /�'t"/•. '."s � 2t'`F7-i 0�. ,( , . 1 1 N 264 / .; 7 r . v DiN Iol rJ, 47 • -- 1 rr ,w r(vl '•..w--'"" tr t� tl r� I� �i��, v. °M.._� r f,a _._..._.�... ,M '��(i � {�n31 � •�>:S,a,. c�w..mm.�T�"'' .� - /''i ' r''S v' ,n*1:���'y ��%c�, ,,, tic, 3 Oil N' ti � n,I•��t {{ 2 �+ 1f r irrl '7� Bfi' .•o!/ °l Gs. art• f9' 7 : T j 30.}2-8 -- f , /,l �• •I � •t -p_�a (•'i ;:10.C:T_; (' . (7....,.3tj,Cw?--:4 � $'1i1�,,. l �,.��S1"f I J vj'f .Q.G - �,; ., ,.," .:,,._i r_. _ ._ iC�1 •�) r{•a t,�l��' i`�J,(wrdJi, ,plE. �f• t�+ wkjt , li�.,'�,ry7•' �,rir, p) ='j'`f�', '•- z 1 �, i. 1'. t It. .�/.,.r. _ ._.. _ �, :,r, %A•fj�.q�t •LW." � '" y 1a�;v hM{t 4. •,,1• f rtd.� p /.i:at, /� g ,. IN ,<, + �. f n i s, l f.�' ' i0, (. 3D��•_ Ph' I /b.,r y /. lO,Dr'' 3f4f)i` y;� -1f1,Ik. � -j ;q. '( 3tLl�c. •:Y � �.,. � � 4-ry�,� '`, ,� �V r' /�� � ',�y}} --3gti2-aS (°�.*� ��'���"-- \ '/•J'. � 3(1,.�?_-t0 �� �..�;�� t"7."� �'� l..e d 30. 3 g 3 l � a 00Yx a 3.I t CP'S� Nd. _� i. ! '��i '•• (. ! 4 r'"J �., •�hV�;{ .� h /n/ IV 4+ A /'Lfb h4 f, 3;Lr3-3 W 01 • i ./ ', / , 1 ,ram '.,� Y::" �" 1•p, 1.•�./,.. / 'f 'fin :r 'J n,r V f ' .._ '--,- r r 7/ /v.r,,,1/F•� /�/ ,.�r'---^ 1 34,11+ 2 30,Tl-k b, r"f , (� ,4.%./'•'(l. !-"/N" y�yy�y ''}(, 31AIv . 'u. ' : V :�.. �i A�� Ar • .J +.7', / / .'1 CA ? ' "`^`;,�,�•- '� '�.'»SNP ft � 1i'-T" �� yi � �. �. :s, -?•:6 �u I � "4- �.�...1 r n i,�.L'a'/L."'^'T+,1•j ''.'°'n'a"^r�srerr"'CIS.4'C'F`+it•19�.6'! en°.xv,N•w Y.i'».-rA''k. `V1t�Y � � - C.�saf3tlL'.sw9Yi•amr• +• . 1 SUB-BASIN FLOW R14-TES BA 4"N MAP *�r'c* .4mn�rmkck�rAatr�Suki "1aitZ: iris* tvrrt<r.'* *ylt#ikslWtir**ticic+4t��.tszark* :�x�r:♦4ttryrr6rAr5►tk,ltt�3ttit* For : Storm drain 1 ie _ n -'as�� v �- � 2-�, s - .- �7c'3i.:ia?y Road, Lind Avenue Southwest (P- OFORTIt."" OF -EAS IN KALOW' ,,E.R ;, l Southwest 3 ee ., Renton, Washington.► BASiv AREA 0 0�' 2YR/2��T-iR 10Yt�j .4HR �.0....�c; .,�4'!'iR 7 . (ACRES BASIN (CFS- (C�'c>j (Cx"S :i&"lYW*A'fi:'*i#! *+At.***ir* l3tit='l9t�:tk�'alitA'**>k**2�tflr*;fk1$**:Icxi7k; vx*oee'csr,rx�•'4rt7tlCr**3iy:'drvsAraL•k* Fo-r Powell DeveioDrnent 1 20. 7 9.0 0.66 2 2,c'_ 4. 13 2 16 . 7 7, 3 0.70 1.82 3 .35 3USx? R�;1 D & HITCHING", INC. 3 28 .9 12 .6 i..20 3 . 13 5.78 4 70.7 30.8 2 .94 7..6.5 14 .12 2009 i1!INOR AVENUE EAST 5 65 . 6 2 8. 6 2 .73 7,. 11 13 . 11 S EATTuE, DNA 9S 1 02 6 18 . 6 8 . 1 0.77 2 .01 3 .71 (206)3234144 7 8_2 3,6 0 . 34 0.89 BRH JOB NO. 9467.0o TOTAL 229 . 4 ACRES 9 • 34 24 .85 APFZI �� �7 119� `1"OT:AL BASIN -.91,;�tru RATE ,