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HomeMy WebLinkAboutSWP272344(3) IJ,.I y��o '1 p, �^.oCyl ��P Y/ `j �j� ' r'c1y k na /1 T� �ArM1✓ �,�!I�M 7 +���� 9��/ �`v/ 7/�Q�w I QL MO U Aft 21 rb a09�� � �d �iiipv.j�i 7 � /77 I/L l ( / i'/ J � I oZ C - 92 7 • 7or4 '5�. /"Ie<tdU VC D. Cart 11-23-78 ,EX/.5 7-IA16 C o N T> 1 T/o✓V-S - 1�(1NO Fr A IV41-)'-rl-s • S ll� bAJ,hs uSln� / reV-/Oct-r %p 1 CSC Y/7�/i7L Q/GHti�r / LGrV� {1[nnr bC.f , %, wwwww sE�L�L,ww wl w CNNNUU 2=xww wC�l lliy U04 S:NNNQQ 1 YI88N 70 Ili I pie, Gloll AC►G yn�IlrViauJ �CYvlow._J 5,, Art fL (ro, 64-f ) (per KCM Tube 3,5.23 ) s 794L (12) 2. 5 I.�L4 y. 05 2 3. /. /C 2. 7/ 3 5. 2.5 /, 58 3. 0 9 1, 79 (3 ) 2.0 0, 45 1 . 33 • 5 1. 30 (3 ) 2.5 0, 39 0,91 3.oo HO) 3-S /. l H /, s6 2 .gi ( 3) 3.0 0.96 1 . 85 S 2 (15) 3.5 / . 46 2 , 86 9 2. 60 ( y) 2,0 0. 65 f.15 31 .oti ac 1 , 83 o,c. 21. 2. 1 u� TC far .rin = 2 2 h-, n (Scc S�retd S��e t ) �� Yh , ZH ht S }a/m = 2. 0 /h. „ 3. q QP 25 y, - c�'S /7 I C/0 L.i N iS�C!6 M Q✓1 QP /oo yr _ //. 3 CrJ 12.5 C�s KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TABLE 3.51B SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 1982) Runoff curve numbers for selected agricultural, suburban and urban land use for Type 1A rainfall distribution, 24-hour storm duration. CURVE NUMBERS BY HYDROLOGIC SOIL GROUP LAND USE DESCRIPTION A B C D Cultivated land(1): winter condition 86 91 94 95 Mountain open areas: low growing brush and grasslands 74 82 89 92 Meadow or pasture: 65 78 85 89 Wood or forest land: undisturbed 42 64 76 81 Wood or forest land: young second growth or brush 55 72 81 86 Orchard: with cover crop 81 88 92 94 Open spaces, lawns, parks, golf courses, cemeteries, landscaping. good condition: grass cover on 75% or more of the area 80 86 90 usL fair condition: grass cover on 50% G 0 to 75% of the area 77 85 90 92 Gravel roads and parking lots 76 85 89 91 Dirt roads and parking lots 72 82 87 89 Impervious surfaces, pavement, roofs, etc. 98 98 98 98 Open water bodies: lakes, wetlands, ponds, etc. 100 100 100 100 Single Family Residential (2) Dwelling Unit/Gross Acre % Impervious (3) (,Ue- 1.0 DU/GA 15 Separate curve number 18 1.5 DU/GA 20 shall be selected C N 2.0 DU/GA 25 for pervious and 2.5 DU/GA 30 impervious portion 3.0 DU/GA 34 of the site or basin 3.5 DU/GA 38 4.0 DU/GA 42 4.5 DU/GA 46 5.0 DU/GA 48 5.5 DU/GA so 6.0 DU/GA 52 • S C 5 6.5 DU/GA 54 7.0 DU/GA 56 Ins'' 1�c� U,ndlc. Planned unit developments, % impervious Fi y o condominiums, apartments, must be computed commercial business and industrial areas. (1) For a more detailed description of agricultural land use curve numbers refer to National Engineering Handbook, Section 4, Hydrology, Chapter 9, August 1972. (2) Assumes roof and driveway runoff is directed into street/storm system. (3) The remaining pervious areas Qawn) are considered to be in good condition for these curve numbers. 3.5.2-3 I/90 Project: N 40th Street / Meadow Ave. N D. Carey Revised: 4/23/98 For Entire Basin - Existing Conditions Total Pervious CN Imper. CN Estimated Entire Basin Area (ac) Area (ac) Area (ac) Tc (min.) 31.04 9.83 70 21.21 98 21.9 Sheet Flow ns L P2 s Time T = {0.42x(ns x L)"0.8} / 1 Overland,lawns 0.15 200 2.0 0.10 11.3 {( P2)"0.5 x (s)"0.4 } 0.4 0 2.0 999 0.0 Shallow Conc. Flow k L s v Time T= L/(V x 60), V= k Sqrt(s) 2 Paved, Graveled 20 700 0.07 5.29 2.2 3 Paved, Graveled 20 600 0.01 2.00 5.0 Open Channel (same eqn as above) 4 Earth ditch 20 600 0.037 3.85 2.6 Roadside 20 0 999 1632.14 0.0 5 Pipe, s=0.12 450 10.00 0.8 Pipe, s=0.015 0 999.00 0.0 Comments: Minimum Tc = 6.3 minutes. Sheet Flow up to 300 feet. CN-TCEX.XLS Page 1 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TABLE 3.51C "n" AND "k" VALUES USED IN TIME CALCULATIONS FOR HYDROGRAPHS 'n,'Sheet Flow Equation Manning's Values(For the Initial 300 ft of travel) n.- Smooth surfaces(concrete,asphalt,gravel,or bare hard packed soil) 0.011 Fallow fields or loose soft surface(no residue) 0.05 Cultivated soil with residue cover(s <= 0.20 ft/ft) 0.06 Cultivated sop with residue cover(S> 0.20 ft/ft) 0.17 Short prairie grass and lawns 0.15 Dense grasses 0.24 Bermuda grass 0.41 Range(natural) 0.13 Woods or forest with light underbrush 0.40 Woods or forest with dense underbrush 0.80 *Manning values for sheet flow only,from Overton and Meadows 1976(See TR-55, 1966) 'k'Values Used in Travel Time/Time of Concentration Calculations Shallow Concentrated Flow. (After the initial 300 ft.of sheet flow,R = 0.1) k. 1. Forest with heavy ground litter and meadows(n=0.10) 3 2. Brushy ground with some trees(n = 0.060) 5 3. Fallow or minimum tillage cultivation(n =0.040) 8 4. High grass(n = 0.035) 9 5. Short grass,pasture and lawns(n=0.030) 11 6, Nearly bare ground(n=0.025) 13 7. Paved and gravel areas(n=0.012) 27 Channel Flow(Intermittent) (At the beginning of visible channels:R=0.2) k� 1. Forested swale with heavy ground litter(n = 0.10) 5 2. Forested drainage course/ravine with defined channel bed(n=0.050) 10 3. Rock-lined waterway(n=0.035) 15 4. Grassed waterway(n=0.030) 17 5. Earth-lined waterway(n=0.025) 20 6. CMP pipe(n=0.024) 21 7. Concrete pipe(0.012) 42 8. Other waterways and pipes 0.508/n Channel Flow(Continuous stream,R =0.4) k� 9. Meandering stream with some pods(n = 0.040) 20 10. Rock-lined stream(n=0.035) 23 it. Grass4ined stream(n-0.030) 27 12. Other streams,man-made channels and pipe 0.807/n•' '. **See Chapter 5,Table 5.3.6C for additional Mannings'n'values for open channels 00 W X 42 ` __ ~ ' II El LAKE WAS INGTON o 8 R U S H x x -7 j IrEl Xt22 II R U s� i r- ! 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E. 8 T J ST. - - 17 Uh o N 194,1 Q E 1,66 918.70 ❑ ❑ I I I r I I G P a�"h / - - S. E. 8 T - ST- -- -- - J -- J ElII I I TL I - - - - - - - - - - -lxit .3 N II I x - � I l ❑ I ► i l � � J / I ❑ � II , El I \5.4 S. E. -- 89 TH S - - ---_ -� - l - x 207x x I x till 11q /V yot4 / Mt. Jow Ave. Al 2 SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH C STORM OPTIONS: 1 - S.C.S. TYPE-IA 90sIn Qp 25 2 - 7-DAY DESIGN STORM f 6/ 3 - STORM DATA FILE SPECIFY STORM OPTION: 3 I. 1/G 1 q 0, ys . S.C.S. TYPE-IA RAINFALL DISTRIBUTION 5 D , 3 6 ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 25, 24, 3.4 ---------------------------------------------------------------------- $ $ $$ # S.C.S. TYPE-IA DISTRIBUTION $ # ## ## # t # 25-YEAR 24-HOUR STORM $*** 3.40' TOTAL PRECIP. ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 4.05, 70, 1.74, 98, 22 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN . 5.8 4.1 70.0 1.7 98.0 22.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.61 7.83 33810 ENTER [d:)[Path)filename[.ext) FOR STORAGE OF COMPUTED HYDROGRAPH: • c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? V i SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2 2.71, 70, 1.16, 98, 22 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CH 3.9 2.7 70.0 1.2 98.0 22.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.07 7.83 22574 ENTER [d:)[Path)filename[.ext) FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 3 • 3.69, 70, 1.58, 98, 22 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 5.3 3.7 70.0 1.6 98.0 22.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) • 1.46 7.83 30743 ENTER [d:)[path]filename[.ext) FOR STORAGE OF COMPUTED HYDROGRAPH: c: FILE ALREADY EXIST; OVERWRITE (Y or N) ? n ENTER (d:)(path]filename[.ext) FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or H) ? Y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 4 1.33, 70, .45, 98, 22 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.8 1.3 70.0 .4 98.0 22.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .45 7.83 9710 ENTER (d:)[path)filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP 31� +r ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 5 .91, 70, .39, 98, 22 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.3 .9 70.0 .4 98.0 22.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .36 7.83 7585 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 6 1.86, 70, 1.14, 98, 22 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) M A CN A CH 3.0 1.9 70.0 1.1 98.0 22.0 r PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .96 7.83 19401 ENTER [d:][path]filenaMe[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? y SPECIFY: C - CONTINUE, N - HENSTORM, P - PRINT, S - STOP c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 7 1.85, 70, .96, 98, 22 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 2.8 1.9 70.0 1.0 98.0 22.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .84 7.83 17338 ENTER [d:][path]filenaMe[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? 4 �Al SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 8 2.86, 70, 1.76, 98, 22 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 4.6 2.9 70.0 1.8 98.0 22.0 PEAK-A(CFS) T-PEAK(HRS) VOL(CU-FT) 1.49 7.83 29913 ENTER (d:)[path]filename[.ext) FOR STORAGE OF COMPUTED HYDROGRAPH: c:trasb FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 9 1.95, 70, .65, 98, 22 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 2.6 2.0 70.0 .6 98.0 22.0 PEAK-A(CFS) T-PEAK(HRS) VOL(CU-FT) .65 7.83 14125 ENTER (d:)(path)filename(.ext) FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? D. cO r C�, f A r IV'YoA / /"1cad o, 14✓e Al y/23/9e ! 2 10 e- yR s�r✓Y, - L y i'f cd 7 jo SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH � T, = 22m%., . STORM OPTIONS: 1 - S.C.S. TYPE-IA 2 - 7-DAY DESIGN STORM B eAls/n P i D o 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 2 / . 37 3 1 . 86 S.C.S. TYPE-IA RAINFALL DISTRIBUTION 4 Q s 8 ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 100, 24, 3.9 , q G -------------------------------------------------------------------- - txstx S.C.S. TYPE-IA DISTRIBUTIONx#tt #t ' ' 2 • ttxxt 1OO-YEAR 24-HOUR STORM **** 3.90" TOTAL PRECIP. ttt # $ , 0 6 ---------------------------------------------------------------------- 8 / . 8-5 ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 0 4.05, 70, 1.74, 98, 22 DATA PRINT-OUT: ,'. 2 C- s AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 5.8 4.1 70.0 1.7 98.0 22.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 2.05 7.83 41588 ENTER [d:1(pathlfilename(.ext1 FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2 2.71, 70, 1.16, 98, 22 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 3.9 2.7 70.0 1.2 98.0 22.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.37 7.83 27771 ENTER (d:1(pathlfilename(.ext1 FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? z A • . y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 3 3.69, 70, 1.58, 98, 22 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 5.3 3.7 70.0 1.6 98.0 22.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) • 1.86 7.83 37821 ENTER [d:)[path]filenase[.ext) FOR STORAGE OF COMPUTED HYDROGRAPH: • c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? V SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 4 1.33, 70, .45, 98, 22 DATA PRINT-OUT: • AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CH A CN 1.8 1.3 70.0 .4 98.0 22.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .58 7.83 12045 ENTER (d:)[path)filename[.ext) FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash . FILE ALREADY EXIST; OVERWRITE (Y or N) ? V SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 5 .91, 70, .39, 98, 22 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CH 1.3 .9 70.0 .4 98.0 22.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .46 7.83 9331 ENTER (d:)[path]filenase[.ext) FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? yf1[PT[V. P - P(IWTTWII[ W - WCWCTflOW n - C1O TWT 0 - CT(1O • ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 6 1.86, 70, 1.14, 98, 22 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 3.0 1.9 70.0 1.1 98.0 22.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.20 7.83 23581 ENTER [d:j[pathjfilename[.extj FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 7 1.85, 70, .96, 98, 22 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CH 2.8 1.9 70.0 1.0 98.0 22.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.06 7.83 21150 ENTER [d:j[pathjfilename(.extj FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 8 2.86, 70, 1.76, 98, 22 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 4.6 2.9 70.0 1.8 98.0 22.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.85 7.83 36354 ENTER (d:j[pathjfilename[.extj FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 9 1.95, 70, .65, 98, 22 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 2.6 2.0 70.0 .6 98.0 22.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .84 7.B3 17531 ENTER [d:)[path)filenawe[.ext) FOR STORAGE OF COMPUTED HYDROGRAPH: /V 410 , /Mea dotj 4& /1/ y�2y/ 98 2 z 5 —yr 5+a em — Ex;fk,;J Lea. d llr,-- SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH P vc. lh,r+•IIl1 STORM OPTIONS: Tr_ = l 6 no,;, 1-i l kaJ e 2 2 1 - S.C.S. TYPE-IA 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE-IA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 3 , 6 3 25, 24, 3.4 ---------------------------------------------------------------------- y (I. o $# $# $$ $$$# # S.C.S. TYPE-IA DISTRIBUTION ## $ # ### 5 $ $##$# �/D 25-YEAR 24-HOUR STORM **** 3.40" TOTAL PRECIP. $#******* D . ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 " 9 4.05, 70, 1.74, 98, 16 $ / . 9.5 DATA PRINT-OUT: 0 , 73 AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 9 c f s 5.8 4.1 70.0 1.7 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.79 7.83 33832 ENTER [d:][path]filenase[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2 2.71, 70, 1.16, 98, 16 DATA PRINT-OUT: • AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 3.9 2.7 70.0 1.2 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.20 7.83 22589 ENTER [d:][path)filenaae[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP * 21W • ' ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 3 3.69, 70, 1.58, 98, 16 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 5.3 3.7 70.0 1.6 98.0 16.0 * PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.63 7.83 30764 * ENTER (d:](path]filenaee[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 4 1.33, 70, .45, 98, 16 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.8 1.3 70.0 .4 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .50 7.83 9717 ENTER [d:](path]filenaae[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 5 .91, 70, .39, 98, 16 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.3 .9 70.0 .4 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .40 7.83 7590 ENTER [d:][path]filename(.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 6 1.86, 70, 1.14, 98, 16 i DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 3.0 1.9 70.0 1.1 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.07 7.83 19449 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 7 1.85, 70, .96, 98, 16 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 2.8 1.9 70.0 1.0 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .94 7.83 17349 ENTER [d:][path]filenaae[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 8 2.86, 70, 1.76, 98, 16 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 4.6 2.9 70.0 1.8 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.65 7.83 29987 ENTER [d:][path)filenaee[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP . . ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 9 1.95, 70, .65, 98, 16 I DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 2.6 2.0 70.0 .6 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .73 7.83 14135 • ENTER (d:)(path)filenase[.ext) FOR STORAGE OF COMPUTED HYDROGRAPH: r r r 1 ti p• Ca ,,el 100 - )(A Slaer" - GCXiftiN3 Lu„ d Vrc 2 Alzw P,,;,c Inrf-a//td SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH -r' uIGJ I G = �� Iriin /%1S7tCad o f ZZ STORM OPTIONS: 1 - S.C.S. TYPE-IA 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE-IA RAINFALL DISTRIBUTION /1 ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 100,24,3.9 1 2.2 7 ---------------------------------------------------------------------- 2 Sz # $ $# $# #$ S.C.S. TYPE-IA DISTRIBUTION # $ 100-YEAR 24-HOUR STORM a*** 3.90° TOTAL PRECIP. ---------------------------------------------------------------------- '1 0, 43 ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 5 0, .5/ 4.05, 70, 1.74, 98, 16 / , 3 3 DATA PRINT-OUT: / . /8 AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) 8 2. a5 A CN A CN 5.8 4.1 70.0 1.7 9B.O 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 12. S 2 c�s 2.27 7.83 41615 ENTER (d:)(path]filenaae(.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2 2.71, 70, 1.16, 98, 16 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CH A CN 3.9 2.7 70.0 1.2 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.52 7.83 27789 ENTER [d:][path]filenawe(.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP • ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 3 3.69, 70, 1.58, 98, 16 • DATA PRINT-OUT: • AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 5.3 3.7 70.0 1.6 98.0 16.0 • PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 2.07 7.83 37845 • ENTER [d:][pathlfilenaee(.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash • FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y • SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP c ---------------------------------------------------------------------- • ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 4 1.33, 70, .45, 98, 16 • DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) • A CN A CN 1.8 1.3 70.0 .4 98.0 16.0 • PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .65 7.83 12054 • ENTER (d:][path]filenare[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? • t ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: • c:trash FILE ALREADY EXIST; OVERWRITE (Y or H) ? • Y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP • • • • ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 5 .91, 70, .39, 98, 16 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.3 .9 70.0 .4 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .51 7.83 9337 ENTER [d:)(path]filenaae(.ext) FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? y • SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 6 1.86, 70, 1.14, 98, 16 . DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 3.0 1.9 70.0 1.1 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.33 7.83 23639 i ENTER [d:][path)filenaee[.ext) FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 7 1.85, 70, .96, 98, 16 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 2.8 1.9 70.0 1.0 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.18 7.83 21203 ENTER [d:)[path]filenaee[.ext) FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP M ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 8 2.86, 70, 1.76, 98, 16 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN . 4.6 2.9 70.0 1.8 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 2.05 7.83 36443 ENTER [d:)[path)filenase[.ext) FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 9 1.95, 70, .65, 98, 16 DATA PRINT-OUT: • AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 2.6 2.0 70.0 .6 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .94 7.83 17543 ENTER [d:)[path)filename[.ext) FOR STORAGE OF COMPUTED HYDROGRAPH: IV y0.fJ4 S Me4 aw 4,1C R U/V 0 FF A NA L ys/.s • FUTURE COA/D / 7/0Al',s s LA, "- Des;h,� �'+'r f r 4-u rc C-,-+cl,-'-iovl S ..000000 g fl v G A .... �'h+r�« �L�n�ny �l�ow.s / 6 D % C N= 93 /rtvvi�us C /V = 7ZG Lp wrJ 7- 5 GS So,j' Ty�JG , 1 hG r �nd juND�a G ro.� A Arra -1rrerry. Pe►-✓. 9 5.79 3, '1� Qc. 2. 32 a� 2 3, s} 2. 32 /1.55 3 5,2:7 3. /6 2. // `1 / .'�s /. 07 0. 7/ 5 1 . 30 D. �8 0. 52 • 6 3.00 / , go 1. 20 Z. 8 1 / . 6 9 1. 12 $ y.62 2. 37 1 . 85 9 2. 60 1. 56 /. o1-/ 31.OH r. 18.42 12. y2 1 C For C r7 *irf- 4J�Sih 5 t ti Y G V1 0N1 r-w /GS , JA J{ 14 i/J 10 - yr r 2 tir = 2 . 0 fo0 PeG K ��ow • �f Dvwns�/cGry �nd Qr2SYr QP /ov rr = 18. 1 c{S KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TABLE 3.51B SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 1982) Runoff curve numbers for selected agricultural, suburban and urban land use for Type 1A rainfall distribution, 24-hour storm duration. CURVE NUMBERS BY HYDROLOGIC SOIL GROUP LAND USE DESCRIPTION A B C D Cultivated land(1): winter condition 86 91 94 95 Mountain open areas: low growing brush and grasslands 74 82 89 92 Meadow or pasture: 65 78 85 89 Wood or forest land: undisturbed 42 64 76 81 Wood or forest land: young second growth or brush 55 72 81 86 Orchard: with cover crop 81 88 92 94 Open spaces, lawns, parks, golf courses, cemeteries, landscaping. good condition: grass cover on 75% or more of the area 68 80 86 90 .US, fair condition: grass cover on 50% G to 75% of the area 77 85 90 92 Gravel roads and parking lots 76 85 89 91 Dirt roads and parking lots 72 82 87 89 Impervious surfaces, pavement, roofs, etc. 98 98 98 98 Open water bodies: lakes, wetlands, ponds, etc. 100 100 100 100 Single Family Residential (2) Dwelling Unit/Gross Acre % Impervious (3) 1.0 DU/GA 15 Separate curve number 1.5 DU/GA 20 shall be selected 2.0 DU/GA 25 for pervious and 2.5 DU/GA 30 impervious portion 3.0 DU/GA 34 of the site or basin ZYn(�+v• 3.5 DU/GA 38 , �7 ^N r P Acca 4.0 DU/GA 42 Z 4.5 DU/GA 46 5.0 DU/GA 48 5.5 DU/GA 50 6.0 DU/GA 52 • s C'5 5 • l ��Fc 6.5 DU/GA 54 7.0 DU/GA 56 InL'' nc� a,nd}A Planned unit developments, % impervious H o C� •�r condominiums, apartments, must be computed commercial business and industrial areas. (1) For a more detailed description of agricultural land use curve numbers refer to National Engineering Handbook, Section 4, Hydrology, Chapter 9, August 1972. (2) Assumes roof and driveway runoff is directed into street/storm system. (3) The remaining pervious areas (lawn) are considered to be in good condition for these curve numbers. 3.5.2-3 I/90 U 1 y Point 21 yf 1 -5 U� :■■� ills �. rest PC I S ? \ A rk Am6 v'G Ur AmC az I • InC Bh 1 ; � I AkF P� AkF --- — ------- pp BN B _ B KpD 29 3'Z 'AgC • m 42 — — I BeC — -- r Q@' n AgC KPB ' t 'Pin lVewpo AgD Ur EA 1. 1 Hills • InA AgB r' AgC ---- r - �c a aV W I ourse n �I EvB h •Kp D�r BeC 3 2' AgD M 3 k _ BM F 998 PD AgC 8 ^� AmC EvC BeD Bh Bh O • .Q AgC C BM May a Kit Y ,EvC 109 ♦ a! ic6— — • — ---- — OvD �9Qu r ti B AgD f • //. 0 No 0 \ Q i. AgC AgC BM - '0; ` 605 KPB �+ f AgC ?► — ` AgC 0r l 1 AgD AgD Agc KenAkF nydale' t .� I AkF AgC EvB AkF BeC Coleman Poin °p. r Py GRAVEL Q, P/T .�.. . AkF 'IA' • .t I �� t•'• 306 AgC 1 B C BM 111 $f EvB n m •BM• 0j n u m ° °VC 6vp 11 p - • ` , AgC BNf •± AkF • . ar AMC m I t 1,'33 EvC Mawr vLS Ur 't •;.��[ .r I R ry BDY ,I • i i:al r lSSUU • ••1a / - — — ,., • of EvC -- Plant! '.��, �• Nam RENTON 1.9 MI. 12'30" (Joins sheet 1 1) 'RdC 10' RENTON 1.7 Ml. Scale 1:24 000 112 1/4 0 1 2 Wes s 3000 2000 1000 0 5000 10000 Feet This map s one of a set of 20. Project: N 40th Street / Meadow Ave. N D. Carey Revised: 12/8/97 For Entire Basin - Future Conditions Total Pervious CN Imper. CN Estimated Entire Basin Area (ac) Area (ac) Area (ac) Tc (min.) 31.04 12.42 70 18.62 98 16.8 Sheet Flow ns L P2 s Time T = {0.42x(ns x L)"0.8} / 1 Overland,lawns 0.15 200 2.0 0.10 1 1 .3 {( P2)"0.5 x (s)"0.4 } 0.4 0 2.0 999 0.0 Shallow Conc. Flow k L s v Time V = k Sgrt(s) , T= L/(v x 60) Roadside 20 0 0.07 5.29 0.0 2 Pipe, s=0.07 700 10.00 1.2 3 Pipe, s=0.015 700 5.00 2.3 4 Pipe, s=0.04 500 7.00 1.2 5 Pipe, s=0.12 450 10.00 0.8 Comments: Minimum Tc = 6.3 minutes. For Entire Basin - Future Conditions , for L = 150' Total Pervious CN Imper. CN Estimated Entire Basin Area (ac) Area (ac) Area (ac) Tc (min.) 31.04 12.42 70 18.62 98 14.4 Sheet Flow ns L P2 s Time T = {0.42x(ns x L)"0.8} / 1 Overland, lawns 0.15 150 2.0 0.10 9.0 {( P2)"0.5 x (s)^0.4 } 0.4 0 2.0 999 0.0 Shallow Conc. Flow k L s v Time V = k Sgrt(s) , T= L/(v x 60) Roadside 20 0 0.07 5.29 0.0 2 Pipe, s=0.07 700 10.00 1.2 3 Pipe, s=0.015 700 5.00 2.3 4 Pipe, s=0.04 500 7.00 1.2 5 Pipe, s=0.12 450 10.00 0.8 Comments: Minimum Tc = 6.3 minutes. CN-TC2.XLS Page 1 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TABLE 3.5.2C "n" AND "k" VALUES USED IN TIME CALCULATIONS FOR HYDROGRAPHS .n;Sheet Flow Equation Manning's Values(For the initial 300 it of travel) n.- Smooth surfaces(concrete,asphalt,gravel,or bare hard packed soil) 0.011 Fallow fields or loose soli surface(no residue) 0.05 Cultivated soil with residue cover(s <= 0.20 ft/ft) 0.06 Cultivated soil with residue cover(S> 0.20 ft/ft) 0.17 Short prairie grass and lawns 0.15 Dense grasses 0.24 Bermuda grass 0.41 Range(natural) 0.13 Woods or forest with light underbrush 0.40 Woods or forest with dense underbrush 0.80 *Manning values for sheet flow only,from Overton and Meadows 1976(See TR-55, 1986) 'k'Values Used In Travel Time/Time of Concentration Calculations Shallow Concentrated Flow:(After the initial 300 ft.of sheet flow,R =0.1) k. 1. Forest with heavy ground litter and meadows(n=0.10) 3 2. Brushy ground with some trees(n = 0.060) 5 3. Fallow or minimum tillage cultivation(n -0.040) 8 4. High grass(n = 0.035) 9 5. Short grass,pasture and fawns(n=0.030) 11 6, Nearly bare ground (n=0.025) 13 7. Paved and gravel areas(n=0.012) 27 Channel Flow(Intermittent) (At the beginning of visible channels:R=0.2) k� 1. Forested swale with heavy ground liner(n = 0,10) 5 2. Forested drainage course/ravine with defined channel bed(n=0.050) 10 3 Rock-lined waterway(n=0.035) 15 4. Grassed waterway(n=0.030) 17 5. Earth-lined waterway(n=0.025) 20 6. CMP pipe(n=0.024) 21 7. Concrete pipe(0.012) 42 8. Other waterways and pipes 0.508/n T C o t I Channel Flow(Continuous stream,R = 0.4) k, 9. Meandering stream with some pods(n = 0.040) 20 10. Rock-lined stream(n=0.035) 23 it. Grass-lined stream(n=0.030) 27 12. Other streams,man-made channels and pipe 0.807/n•• "See Chapter 5,Table 5.3.6C for additional Mannings'n'values for open channels o n q , oo I - J - -.E. LAKE WAS 84 INGTON A/ — — — -- 17RA!NPC,E Tc PG.+L, 7� ��� I ' C� 0 I ► / 8 R U S H P,"ac4 / I I I �1 I x x x x I ; .• / II x 122 l o f I x ❑ I I C'\°, // x x x I x I I I I 125 1 0 ❑ N 195 S I I I o0 I — �� I /T R IE S i x x J x x I TREES / 4 S E 87 TH ST. 146 p 40 o o ❑ I � x x— El h - - ----- _ -� S E. 8 T J ST. 117 l� 1 , \ o N 194,1 .28 ❑ t� 601 r - - - - 11 I / - - - S. E. 8 T ST_ --rJ ❑ II I i 14 I ul 11 \ - - - - - - - - - - -1Xfl 5 1 —x I L II 1 N 9 ul 11 I � Q � I I � ! � I � ! ,� ` I • 1, � 1 511X - -- - S. E. -- 89 TH S - - --- I X 207x x % I z f o 1 - -- - - - - -- - - - � -----�X 1 59 1011 i Ix G. 1 � o 111 X42 ❑ I p O 1 Aft, El TI LAKE WAS INaYON - NI \ I 1 x `I�'�I 11❑ x I R U S N (,� I I I I toy oo' / II x122 II ❑ I I I '{rb (G> I I 125 v � I I C] � ( II ❑ 195 R U S� II II i I I/ 1 `� I ❑ x ,5o 00, 3 / ./ O s T I II T R S � x I TREES II ' _ x S 87 TH � ST. _ oil X I L-x. /Vly0ttl��2aOow r / � D it x ❑=J p 5 u�` bwsihs I � For ArA VsU 194J .28 � _ b == a = i01 r- - � S. i 918.7 ❑ 1 �r - �i - - — I —�xil 3 / I I ►�- _ S. E. 89 TN S X ❑7X x 17 t gal � 1 D. C4 re f/3 Al /AlfADvw /4 vt 2 -s- y/S s fora-, �U Cor+ d,'r/;17J SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH STORM OPTIONS: 1 - S.C.S. TYPE-IA 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE 13As(,v Gip 25 SPECIFY STORM OPTION: 2 .8 2 ! 1 2 1, 88 S.C.S. TYPE-IA RAINFALL DISTRIBUTION 3 2 S ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 25,24,3.4 y 0, $ ------------------------------------------------ # xttst: xtxttt S.C.S. TYPE-IA DISTRIBUTION $$ $ $ #$$$$ D • 6 3 #$ 25-YEAR 24-HOUR STORM a*** 3.40" TOTAL PRECIP. 36 ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. I S 2 . 2s 3.32, 70, 3.47, 98, 16 2 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) s , A CN A CN 5.8 2.3 70.0 3.5 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 2.82 7.83 47758 ENTER [d:l(pathlfilename[.ext) FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2 1.55, 70, 2.32, 98, 16 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 3.9 1.5 70.0 2.3 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.88 7.83 31926 ENTER [d:l[pathlfilenase[.extl FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NENSTORM, P - PRINT, S - STOP ---------------------------------------------------------------------- Z/3 •ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 3 2.11, 70, 3.16, 98, 16 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 5.3 2.1 70.0 3.2 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 2.57 7.83 43482 ENTER [d:)(path)filename[.ext) FOR STORAGE OF COMPUTED HYDROGRAPH: c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 4 0.71, 70, 1.07, 98, 16 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.8 .7 70.0 1.1 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .87 7.83 14708 ENTER [d:][path)filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 5 0.52, 70, 0.78, 98, 16 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.3 .5 70.0 .8 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .63 7.83 10730 ENTER [d:](path)filenane(.ext) FOR STORAGE OF COMPUTED HYDROGRAPH: 1p 313 • ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 6 1.20, 70, 1.80, 98, 16 DATA PRINT-OUT: • AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 3.0 1.2 70.0 1.8 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) M 1.46 7.83 24762 ENTER [d:][path]filenave[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 7 . 1.12, 70, 1.68, 98, 16 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN • 2.8 1.1 70.0 1.7 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.36 7.83 23111 ENTER [d:](path]filename(.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: c ------------------- -------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 8 1.85, 70, 2.77, 98, 16 DATA PRINT-OUT: • AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CH A CN 4.6 1.9 70.0 2.8 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 2.25 7.83 38117 ENTER [d:][path]filename(.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 0 c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN N0. 9 1.04, 70, 1.56, 98, 16 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 2.6 1.0 70.0 1.6 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.27 7.83 21460 ENTER [d:][path]filena@e(.ext) FOR STORAGE OF COMPUTED HYDROGRAPH: • 113 r /V Flo fti / NI 9 A� w AVC n I oo - yx S T'o R/"I Fu ns STORM OPTIONS: 1 - S.C.S. TYPE-IA 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE . SPECIFY STORM OPTION: I �IgsJN Q�,loo S.C.S. TYPE-IA RAINFALL DISTRIBUTION 1 3. 3 3 ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 2 a 2 S 100, 24, 3.9 ---------------------------------------------------------------------- 3 3 . 03 $ $ #$ $# # S.C.S. TYPE-IA DISTRIBUTION # $$ $ $ y l. oy ## x# 100-YEAR 24-HOUR STORM ##** 3.90" TOTAL PRECIP. r # #$ ---------------------------------------------------------------------- 6 I. Ys ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 2.32, 70, 3.47, 98, 16 6 y DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 5.8 2.3 70.0 3.5 98.0 16.0 18, 09 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 3.37 7.83 56685 ENTER [d:][path]filenawe[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: C ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2 1.55, 70, 2.32, 98, 16 DATA PRINT-OUT: • AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CH 3.9 1.5 70.0 2.3 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 2.25 7.83 37893 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: Z13 �r ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 3 2.11, 70, 3.16, 98, 16 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CH A CN 5.3 2.1 70.0 3.2 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) • 3.07 7.83 51608 ENTER [d:](path]filename(.ext) FOR STORAGE OF COMPUTED HYDROGRAPH: c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 4 .71, 70, 1.07, 98, 16 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.8 .7 70.0 1.1 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.04 7.83 17454 ENTER [d:](path]filename[.ext) FOR STORAGE OF COMPUTED HYDROGRAPH: M c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 5 . 0.52, 70, 0.78, 98, 16 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.3 .5 70.0 .8 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .76 7.83 12735 ENTER [d:][path)filename(.ext) FOR STORAGE OF COMPUTED HYDROGRAPH: < < . 313 ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 6 1.20, 70, 1.80, 98, 16 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 3.0 1.2 70.0 1.8 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.75 7.83 29388 ENTER [d:][path]filenase[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 7 1.12, 70, 1.69, 98, 16 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 2.8 1.1 70.0 1.7 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.64 7.83 27562 ENTER [d:][path]filename(.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 8 1.85, 70, 2.77, 98, 16 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 4.6 1.9 70.0 2.8 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 2.69 7.83 45241 ENTER [d:][path]filenare[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 9 1.04, 70, 1.56, 98, 16 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 2.6 1.0 70.0 1.6 98.0 16.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.51 7.83 25470 ENTER [d:][path]filenaae[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 6� 91 isya7 ' N 8� i SI 3 t� f � h� '�s �r+ 8 E N • PIF 9b Z f � Zb ll M0 01 b e Vf >88880 m DNIAN� C>C)mmmN Oc.) O is y t fi IV 7 oN4 NT (1 Om<K� ?2a�Y ^ mmry`�'raa CCC ccc,cc M CC ` DDDDDD -mm- v\ • s'/s X 7 ll e- d a w ✓<- 1. C A e - - 7 j1d Se� 4d,4,ed mh,� 2 7 cri- Q� 0 aaaaaa oaaaa2 m?AA w w /s �, 2 7 2. 25 Qg /. 77 - w33 3. 52 1 , 36 0. 38 m M" /. � Qca . 30 90 6. 3ti v C3 6. 97 4. s 7 Qy 0, 12 0, 33 y ld. Y1 1. 88 Qi 0. 16 • 3 /2, z 9 2. 82 Q, U, 2 3 2 /S. // 0 0 1 /s. l/ 0 0 S-sed 0�,, C1.c 4 j Gf,v . F +-b r IV, p zee MG;r Flow AAAA /6 0 1.31 l5 1 . 51 2.69 IH 4. 20 1.64 /2 S.8'f ro 7. 51 �. 6 8. 35 l.oy • 5 1, 3q 3.07 N 12, y6 2. 2 s 3 14. 7l 3, 3-+ 2 /8.08 0 1 /8.08 0 SEC. ,2, T.24 N., R.5 E. W.M. PROJECT #CM-1070(00! a NOTES: LEGEND (EXISTING) LEGEND (PROPOSED) 1. FOR PAVING AND CHANNELIZATION PLAN SEE SHEET 48. SAN. SEWER CLEANOUT ":f FIRE HYDRANT FILTER FABRIC FENCE 2. THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR SAN. SEWER MANHOLE WATER VALVE (SEE DETAIL SHEET 2) SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. 3. CONTACT ALL UTILITY COMPANIES INVOLVED AND VERIFY - STORM DRAIN MANHOLE GAS VALVE BEAM GUARDRAIL- TELEPHONE RISER ALL EXISTING UTILITIES BEFORE DIGGING. ❑ STORM DRAIN CATCH BASIN _ - --� — 4. REMOVE ALL EXISTING PAINTSTRIPES, LANE MARKERS, SYMBOLS, _ STORM DRAIN CULVERT TELEPHONE VAULT ETC. STARTING AT COULON PARK SOUTH ACCESS ROAD. (SEE 4 i_ POWER VAULT X STORM GRAIN MANHOLE SPECIAL PROVISIONS FOR REMOVAL OF MISCELLANEOUS TRAFFIC - ..-. DITCH T JUNCTION BOX ITEMS.) WATER METER GUARD POST 5. LOCATION OF CLEARING & GRUBBING LIMITS AND FILTER FABRIC « UTILITY POLE 6 BRASS PLUG EXISTING CATCH BASIN IN DITCH FENCE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AND �_- UTILITY POLE ANCHOR }z- R/R CROSSING GATE FINALIZE LOCATIONS IN THE FIELD AND/OR AS DIRECTED LUMINAIRE ON UTILITY POLE -z-.z RJR CROSSING SIGNAL BY THE ENGINEER. --j - SIGN RIGHT OF WAY 36 LF, 18" PIPE, S = .30 CONC. ANCHOR BLOCK 6. CONTRACTOR TO LOCATE 12" GAS BEFORE CONSTRUCTION. REMOVE EXISTING PIPE, IF ENCOUNTRED STA.i 176+50, 32 LT. ADJUST CB #3 LOCATION AND PIPE ELEVATIONS AS NEEDED. _ OBTAIN CITY APPROVAL FOR ADJUSTMENTS. -- - -- —- ------ --I 7. MINIMUM DESIGN SLOPE ON 18" PIPE-CB #1 TO CB #3 IS .025. 35 LF, IS" PIPE, S = .045 CB #3! TYPE 2. 54" REMOVE EXISTING PIPE, IF ENCOUNTRED -_!!!i{!I`T�j��I!'!t!j 8 E.S�_t�lI!IIIIi i!.-(�fO-'{!i!!,1-90!!I r I\I 4 0{II!I•f!^j{-_\_i!iIT':\\!l(II'I!!I--i!!II!--_'—P[PI-_E�_�..yI!I ! �jj!i iii-_,!!IIIji!-..Lj!_-r!iI{-iI!__ iII!I!jI_ !IIiI!I!-_ !i!!i!f IIl(i!!j II E{.LV'IIij,!E-V!IIii!'I"l!!I!!I !!ij!ij;I! il!!j!j- !i!I!I tI'IIII'iIji-(IjIIIi i!!ii-5I-III,!'��_'!'iII!!!!t.+ !'!!!j!--�,a!,!Iil--�!'Ij---II!i!! _(liI!iL E L((!!!!I!Ii 4i`IO j!'$hI!I O-�—!I(1 i!i!ii 'I!lijIII il!i!I jI! !!t!I- !!!!iI--!iii#'}.I!I!!!j II!i(iI IjIIII!i-2!II!I' Wb,III!ETSTi'II!iI!-T T6`I!I!'-_#E!IiII AEL7II!!!!!R T.29!!I!!!Ii 7�9,..+5$!I!!!!!!6I!!!J S 0^��I!I'�;I!I_�-'IIj!!I((I!i!lI _ \\\ \SL—i T\\A\`\ \ '. \ +�\\1j\i i 7\\ \6\\s: +,\\\5/\0\ \\,\,\ \ \ \1,\\ c6 ' R T. PROVIDE 4" DIAM. BY 1-1/2" STEEL RING AD JUST W ATER VALVE :, BOX AT O. X AT BRASSCAP TO ALLOW FUTURE ACCESS & COVER TO GRADE N c� CLEARING AND GRUBBING LIMIT RELOCATE EXISTING UTILITY POLE N E SPECIAL PROVISIONS) (BY OTHERS) W WW N p E + cq PrIl SG0.H as F LW 175+90 v ADJUST EXISTING SANITARY SEW END LT FABRIC FENCE MANHOLE FRAME 4 COVER TO GRADE LAKE WASHINGTON BLVD. 2 LF, 12' PIPE, S - .005 ( LW 176+80 REGRAOE DITCH TO MATCH PIPE BEGIN FILTER \ABRIC FENCE CB #1. TYPE 2 54' I CIF ! 1 1 i j i ! --12" PIP S - .020 42 LE! STA. 176+02, 2T RT. REMOVE AND REPLACE -REMOVE AND REPLACE EXISTING PIPEI EL 42 6 EXISTING EXISTING CATCH REGRADE DITCH TO MATCH PIPE I NEW SOLID U YELIOw EDGE OF iB GRA(Ei O! A �G 8 CENRLN ! DIT EXISTING 6" CONCRETE PIPE 1 RIMADJUST EXISTING SANITARY SEWER APPROXIMATE LOCATION I {7 6 1 EC 47 1 O,!!44.6 i ! �W .12, MANHOLE FRAME & COVER TO GRADE'N 44100 ( 12 E. I 50 50 12'S 5,40 t 1 X I I Y 48 LF, 12' PIPE S - .040 0 \2 REMOVE AND REPLACE EXISTING PIPE 45 it 45CB #2, TYPE 2. 54 C G K PFR ! ! 4STA. 176+50, 19' RT. i R REMOVE AND REPLACE EXISTING CATCH BASIN 12 SR1 IRE !W 1 D.I SSI 8 c C. S - +3;LOCATION 32.�2APPROX SST. TOO4g l F 18 STORM ! TTD14 OCUTO All T' 35 35 i zo o zo ao SS 8- CONC l' scv> r�Er SUWTUl JSD TOiN ud 1 E!ADU54 !B �C K EA 40.50 I o••' EL. 111 EAS'OR 16 54 FEET 8_W36ILF I M PIPEI�Dj CITY OF RENTONNVC 1888 DEPARTMENT OF PUBLC W O fiRKr`S + LAKE WASHINGTON BLVD.{ COULON PARK TO NORTH "TH STREET 175+50 176+00 176+50 177+50 SITE PREPARATION PLAN LIY 1 � R 02 P�R [P VIE* DRAINAGE PROFILE �°� ""' �An 2/3/95 ��A.4 LW_SPn ogwww K.B. DATE 07 WI" xxa� 1" - 40' H Ccc�Eo: M.A. SCALE: t'-2ir p1N""23xx 53 owc N, c37012 ienmx\w,ws\iw_�zxo.c ALPHA Engineering Group Inc. loe rw nnmx 1" 10' VZ , "o. nEvvro., sr ...w. are A►nwoveo, 70C air, oF. . D, r N Aye KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface Water Management Division _ n BACKWATER ANALYSIS PROGRAM �� Prn Version 4.22 � — G�4���� (�-°��J 1�,12, ►3 Iw I - INFO ON THIS PROGRAM Pip e 3,1 + re t t G 2 - BWCHAN 3 - BWPIPE 4 - BWCULV 5 - BWBOX nr 6 - DATA-FILE ROUTINES I`� o 0 (e 4 (o^' �t 7 - RETURN TO DOS 15 ENTER OPTION Size(I pgeP Q (CIS) 3 2 o BACKWATER COMPUTER PROGRAM FOR PIPES 3 is 0k, SPECIFY TYPE OF PIPE-DATA INPUT: K - KEYBOARD >1�y F - FILE F 5 /L/ ENTER [d:1(pathjfilename[.ext1 OF PIPE-DATA FILE c:\model\n40\p3 ------------------------------------------------------------------------------- } /D OUTFLOW CONDITIONS PIPE NO. i - TAILWATER DATA: 1) SPECIFY TYPE OF TAILWATER DATA INPUT: S - SINGLE TW-ELEV. F - TW/HW DATA FILE S 2) ENTER: TW-ELEV 30.5 ,, 13 ------------------------------------------------------------------------------- 12" 14 INFLOW CONDITIONS PIPE NO.16 - OVERFLOW DATA AND UPSTREAM VELOCITY DATA: 1) ENTER: OVERFLOW-ELEV, OVERFLOW-TYPE (NONE=O, BROAD-WEIR=1, SHARP-WEIR:2) 181.5, 0 2) SPECIFY TYPE OF VELOCITY DATA INPUT: S - SINGLE VELOCITY UPSTREAM V - VARY VELOCITY ACCORDING TO V=Q/A S 3) ENTER: VELOCITY(fps) UPSTREAM 0.5 ------------------------------------------------------------------------------- ENTER: QMIN, QMAX, QINCRE, PRINT-OPTION (STANDARD=1, CONDENSED=2, EXPANDED=3) /6 0; 20, 2, 1 PIPE NO. 1: 35 LF - 18"CP @ 31.43% OUTLET: 29.50 INLET: 40.50 INTYP: 5 JUNC NO. 1: OVERFLOW-EL: 47.30 BEND: 0 DEG DIA/WIDTH: 4.5 Q-RATIO: .00 Q(CFS) HW(FT) HW ELEV. N-FAC DC ON TW DO DE HWO HWI 2.00 .54 41.04 $ .012 .54 .19 1.00 1.00 .54 # .49 4.00 .80 41.30 $ .012 .77 .26 1.00 1.00 .77 .80 6.00 1.05 41.55 $ .012 .95 .32 1.00 1.00 .95 $ 1.05 8.00 1.27 41.77 .012 1.10 .36 1.00 1.00 1.10 $# $ 1.27 10.00 1.56 42.06 .012 1.22 .41 1.00 1.00 1.22 1.56 12.00 1.90 42.40 $ .012 1.32 .45 1.00 1.00 1.32 $ 1.90 r 14.00 2.31 42.81 .012 1.39 .48 1.00 1.00 1.39 $ 2.31 16.00 2.78 43.28 .012 1.43 .52 1.00 1.00 1.43 $$$ 2.78 , q 18.00 3.32 43.82 .012 1.46 .55 1.00 1.00 1.46 $ 3.32 1 20.00 3.92 44.42 .012 1.47 .58 1.00 1.00 1.47 3. 2 PIPE NO. 2: 32 LF - 18"CP @ 4.69% OUTLET: 40.50 INLET: 42.00 INTYP: 5 JUNC NO. 2: OVERFLOW-EL: 48.00 BEND: 17 DEG DIA/WIDTH: 4.5 Q-RATIO: .10 Q(CFS) HW(FT) HW ELEV. N-FAC DC DN TW DO DE HWO HWI 2.00 .69 42.69 .012 .54 .29 .54 .54 .54 # .69 4.00 1.03 43.03 .012 .77 .41 .80 .80 .77 $ # 1.03 6.00 1.31 43.31 .012 .95 .51 1.05 1.05 .95 $$ 1.31 8.00 1.57 43.57 .012 1.10 .59 1.27 1.27 1.10 # 1.57 10.00 1.90 43.90 .012 1.22 .67 1.56 1.56 1.22 $ 1.90 12.00 2.31 44.31 .012 1.32 .74 1.90 1.90 1.32 # 2.31 14.00 2.80 44.80 .012 1.39 .81 2.31 2.31 1.39 2.80 16.00 3.36 45.36 .012 1.43 .89 2.78 2.78 1.92 2.96 3.36 18.00 4.00 46.00 $ .012 1.46 .96 3.32 3.32 2.62 3.93 4.00 20.00 5.03 47.03 .012 1.47 1.03 3.92 3.92 3.40 5.03 4.71 PIPE NO. 3: 37 LF - 18"CP @ 13.51% OUTLET: 42.00 INLET: 47.00 INTYP: 5 JUNC NO. 3: OVERFLOW-EL: 51.10 BEND: 60 DEG DIA/WIDTH: 4.5 Q-RATIO: .11 Q(CFS) HW(FT) HW ELEV. N-FAC DC DN TW DO DE HWO HWI 1.82 .60 47.60 $ .012 .51 .22 .69 .69 .51 # .60 3.64 .94 47.94 .012 .73 .30 1.03 1.03 .73 .94 5.45 1.24 48.24 .012 .91 .37 1.31 1.31 .91 $ 1.24 7.27 1.53 48.53 .012 1.05 .43 1.57 1.57 1.05 $ 1.53 9.09 1.86 48.86 .012 1.17 .48 1.90 1.90 1.17 ## 1.86 10.91 2.28 49.28 # .012 1.27 .53 2.31 2.31 1.27 $$ 2.28 12.73 2.78 49.78 .012 1.35 .57 2.80 2.80 1.35 2.78 14.55 3.36 50.36 .012 1.40 .62 3.36 3.36 1.40 # $ 3.36 10 o Y F7k tit c r 16.36 4.01 51.01 .012 1.44 .66 4.00 4.00 1.44 $$# 4.0. C��drf ao� 18.18 4.10 51.74 .012 1.46 .70 5.03 5.03 1.46 $$ 4.74 $ # OVERFLOW ENCOUNTERED AT 18.18 CFS DISCHARGE _# # $ # 0 k i rc a �I ���v� �Do y r PIPE NO. 4: 137 LF - 18"CP @ 11.02% OUTLET: 47.00 INLET: 62.10 INTYP: 5 JUNC NO. 4: OVERFLOW-EL: 66.60 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: .18 Q(CFS) HW(FT) HW ELEV. N-FAC DC ON TW DO DE HWO HWI 1.64 .57 62.67 .012 .49 .22 .60 .60 .49 $ .57 3.28 .87 62.97 .012 .69 .30 .94 .94 .69 .87 4.91 1.12 63.22 $ .012 .86 .37 1.24 1.24 .86 # 1.12 6.55 1.35 63.45 .012 1.00 .43 1.53 1.53 1.00 1.35 8.19 1.57 63.67 * .012 1.11 .48 1.86 1.86 1.11 $ 1.57 9.83 1.86 63.96 * .012 1.21 .53 2.28 2.28 1.21 # 1.86 •7�1 /6 •11.47 2.20 64.30 * .012 1.30 .57 2.78 2.78 1.30 $ $ 2.20 13.10 2.59 64.69 * .012 1.36 .61 3.36 3.36 1.36 2.59 i 14.74 3.04 65.14 * .012 1.40 .66 4.01 4.01 1.40 $ 3.04 16.38 3.54 65.64 * .012 1.44 .70 4.10 4.10 1.44 # 3.54 PIPE NO. 5: 260 LF - 18"CP @ 11.88% OUTLET: 62.10 INLET: 93.00 INTYP: 5 JUNC NO. 5: OVERFLOW-EL: 97.50 BEND: 14 DEG DIA/WIDTH: 4.0 Q-RATIO: .17 Q(CFS) HW(FT) HW ELEV. N-FAC DC ON TW DO DE HWO HWI 1.39 .51 93.51 .012 .45 .20 .57 .57 .45 ## .51 2.78 .78 93.78 .012 .64 .28 .87 .87 .64 .78 4.16 1.01 94.01 .012 .79 .34 1.12 1.12 .79 $ $## 1.01 5.55 1.21 94.21 .012 .91 .39 1.35 1.35 .91 # 1.21 6.94 1.40 94.40 .012 1.03 .43 1.57 1.57 1.03 1.40 8.33 1.59 94.59 .012 1.12 .47 1.86 1.86 1.12 1.59 9.72 1.85 94.85 .012 1.21 .51 2.20 2.20 1.21 1.85 11.11 2.13 95.13 .012 1.28 .55 2.59 2.59 1.28 #$ 2.13 12.49 2.45 95.45 .012 1.34 .59 3.04 3.04 1.34 # #$ 2.45 13.88 2.82 95.82 .012 1.38 .62 3.54 3.54 1.38 # 2.82 PIPE NO. 6: 40 LF - 18"CP @ 8.75% OUTLET: 93.00 INLET: 96.50 INTYP: 5 JUNC NO. 6: OVERFLOW-EL: 101.00 BEND: 14 DEG DIA/WIDTH: 4.0 Q-RATIO: .16 Q(CFS) HW(FT) HW ELEV. N-FAC DC ON TW DO DE HWO HWI 1.19 .49 96.99 .012 .41 .20 .51 .51 .41 $ # .49 2.37 .74 97.24 $ .012 .59 .27 .78 .78 .59 $ .74 3.56 .94 97.44 .012 .73 .33 1.01 1.01 .73 # .94 4.75 1.12 97.62 $ .012 .84 .39 1.21 1.21 .84 $ 1.12 5.93 1.28 97.78 .012 .95 .43 1.40 1.40 .95 t# 1.28 7.12 1.44 97.94 .012 1.04 .47 1.59 1.59 1.04x # 1.44 8.31 1.61 98.11 .012 1.12 .51 1.85 1.85 1.12 1.61 9.49 1.82 98.32 .012 1.20 .55 2.13 2.13 1.20 1.82 10.68 2.05 98.55 .012 1.26 .59 2.45 2.45 1.26 $ #$ 2.05 11.86 2.32 98.82 .012 1.31 .62 2.82 2.82 1.31 # 2.32 PIPE NO. 7: 240 LF - 18"CP @ 3.92% OUTLET: 96.50 INLET: 105.90 INTYP: 5 JUNC NO. 7: OVERFLOW-EL: 110.20 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: .12 Q(CFS) HW(FT) HW ELEV. N-FAC DC ON TW DO DE HWO HWI 1.02 .48 106.38 .012 .38 .22 .49 .49 .38 $ .48 2.05 .71 106.61 .012 .54 .31 .74 .74 .54 ## .71 3.07 .89 106.79 .012 .67 .38 .94 .94 .67 $ # .89 4.09 1.05 106.95 .012 .78 .44 1.12 1.12 .78 $ 1.05 5.11 1.19 107.09 $ .012 .88 .49 1.28 1.28 .88 1.19 6.14 1.33 107.23 .012 .96 .54 1.44 1.44 .96 $ 1.33 7.16 1.46 107.36 $ .012 1.04 .59 1.61 1.61 1.04 $$ 1.46 8.18 1.59 107.49 .012 1.11 .63 1.82 1.82 1.11 $ 1.59 9.21 1.76 107.66 .012 1.18 .67 2.05 2.05 1.18 1.76 10.23 1.94 107.84 .012 1.24 .71 2.32 2.32 1.24 1.94 PIPE NO. 8: 195 LF - 18"CP @ 3.49% OUTLET: 105.90 INLET: 112.70 INTYP: 5 JUNC NO. 8: OVERFLOW-EL: 117.00 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: .00 Q(CFS) HW(FT) HW ELEV. N-FAC DC ON TW DO DE HWO HWI .91 .45 113.15 .012 .36 .22 .48 .48 .36 .45 1.83 .66 113.36 .012 .51 .30 .71 .71 .51 $ .66 2.74 .83 113.53 # .012 .63 .37 .89 .89 .63 ##### .83 3.65 .97 113.67 # .012 .74 .43 1.05 1.05 .74 ##### .97 G /� • 4.57 1.09 113.79 # .012 .83 .48 1.19 1.19 .83 ##### 1.09 l 5.48 1.20 113.90 # .012 .91 .52 1.33 1.33 .91 ##### 1.20 6.39 1.31 114.01 # .012 .98 .57 1.46 1.46 .98 ##### 1.31 7.31 1.41 114.11 # .012 1.05 .61 1.59 1.59 1.05 ##### 1.41 8.22 1.51 114.21 # .012 1.12 .65 1.76 1.76 1.12 ##### 1.51 s 9.13 1.63 114.33 # .012 1.17 .69 1.94 1.94 1.17 ##### 1.63 PIPE NO. 9: 205 LF - 18"CP @ 2.34% OUTLET: 112.70 INLET: 117.50 INTYP: 5 JUNC NO. 9: OVERFLOW-EL: 122.00 BEND: 81 DEG DIA/WIDTH: 4.0 Q-RATIO: .00 Q(CFS) HW(FT) HW ELEV. # N-FAC DC ON TW DO DE HWO HWI ############################################################################### .91 .47 117.97 # .012 .36 .24 .45 .45 .36 ##### .47 1.83 .69 118.19 # .012 .51 .33 .66 .66 .51 ##### .69 2.74 .87 118.37 # .012 .63 .41 .83 .83 .63 ##### .87 3.65 1.05 118.55 # .012 .74 .47 .97 .97 .74 ##### 1.05 4.57 1.21 118.71 # .012 .83 .53 1.09 1.09 .83 ##### 1.21 5.48 1.37 118.87 # .012 .91 .58 1.20 1.20 .91 ##### 1.37 6.39 1.53 119.03 # .012 .98 .63 1.31 1.31 .98 ##### 1.53 7.31 1.70 119.20 # .012 1.05 .68 1.41 1.41 1.05 ##### 1.70 8.22 1.88 119.38 # .012 1.12 .73 1.51 1.51 1.12 ##### 1.88 9.13 2.09 119.59 # .012 1.17 .78 1.63 1.63 1.17 ##### 2.09 PIPE NO.10: 57 LF - 18"CP @ .70% OUTLET: 117.50 INLET: 117.90 INTYP: 5 JUNC N0.10: OVERFLOW-EL: 122.20 BEND: 9 DEG DIA/WIDTH: 4.0 Q-RATIO: .10 Q(CFS) HW(FT) HW ELEV. # N-FAC DC ON TW DO DE HWO HWI ############################################################################### .91 .48 118.38 # .012 .36 .32 .47 .47 .36 ##### .48 1.83 .69 118.59 # .012 .51 .45 .69 .69 .51 ##### .69 2.74 .86 118.76 # .012 .63 .56 .87 .87 .63 ##### .86 3.65 1.00 118.90 # .012 .74 .65 1.05 1.05 .74 ##### 1.00 4.57 1.14 119.04 # .012 .83 .74 1.21 1.21 .83 ##### 1.14 5.48 1.34 119.24 # .012 .91 .82 1.37 1.37 1.01 1.34 1.26 6.39 1.50 119.40 # .012 .98 .90 1.53 1.53 1.27 1.50 1.38 7.31 1.75 119.65 # .012 1.05 .99 1.70 1.70 1.54 1.75 1.50 8.22 2.03 119.93 # .012 1.12 1.08 1.88 1.88 1.77 2.03 1.61 9.13 2.38 120.28 # .012 1.17 1.18 2.09 2.09 2.06 2.38 1.76 PIPE NO.11: 182 LF - 18"CP @ 1.26% OUTLET: 117.90 INLET: 120.20 INTYP: 5 JUNC NO.11: OVERFLOW-EL: 124.50 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: .00 Q(CFS) HW(FT) HW ELEV. # N-FAC DC ON TW DO DE HWO HWI hann� 12 .8 C� .83 .45 120.65 # .012 .34 .26 .48 .48 .34 ##### .45 1.66 .65 120.85 # .012 .49 .37 .69 .69 .49 ## ## .65 2.49 .80 121.00 # .012 .60 .45 .86 .86 .60 ##### .80 3.32 .93 121.13 # .012 .70 .53 1.00 1.00 .70 ##### .93 4.15 1.05 121.25 # .012 .79 .59 1.14 1.14 .79 ##### 1.05 4.98 1.16 121.36 # .012 .86 .65 1.34 1.34 .86 ##### 1.16 5.81 1.26 121.46 # .012 .94 .71 1.50 1.50 .94 ##### 1.26 6.64 1.35 121.55 # .012 1.00 .77 1.75 1.75 1.00 ##### 1.35 7.47 1.44 121.64 # .012 1.06 .83 2.03 2.03 1.06 ##### 1.44 8.30 1.53 121.73 # .012 1.12 .89 2.38 2.38 1.12 ##### 1.53 PIPE NO.12: 153 LF - 18"CP @ .85% OUTLET: 120.20 INLET: 121.50 INTYP: 5 JUNC NO.12: OVERFLOW-EL: 125.80 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: .15 Q(CFS) HW(FT) HW ELEV. # N-FAC DC ON TW DO DE HWO HWI ############################################################################### .83 .45 121.95 * .012 .34 .29 .45 .45 .34 $# .45 1.66 .65 122.15 * .012 .49 .41 .65 .65 .49 $ .65 5 16 • 2.49 .81 122.31 * .012 .60 .50 .80 .80 .60 $# $ .81 3.32 .95 122.45 * .012 .70 .58 .93 .93 .70 .95 4.15 1.08 122.58 * .012 .79 .66 1.05 1.05 .79 # 1.08 4.98 1.20 122.70 * .012 .86 .73 1.16 1.16 .86 $$ 1.20 5.81 1.32 122.82 * .012 .94 .80 1.26 1.26 .94 $ 1.32 6.64 1.43 122.93 * .012 1.00 .87 1.35 1.35 1.00 ## 1.43 7.47 1.53 123.03 * .012 1.06 .94 1.44 1.44 1.06 1.53 8.30 1.65 123.15 * .012 1.12 1.01 1.53 1.53 1.12 # 1.65 PIPE N0.13: 136 LF - 18"CP @ .51E OUTLET: 121.50 INLET: 122.20 INTYP: 5 JUNC NO.13: OVERFLOW-EL: 126.50 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: .15 Q(CFS) HW(FT) HW ELEV. N-FAC OC ON TW DO DE HWO HWI .72 .42 122.62 .012 .32 .31 .45 .45 .32 $$$ .42 1.44 .58 122.78 # .012 .46 .43 .65 .65 .46 $$# .58 2.17 .70 122.90 .012 .56 .53 .81 .81 .56 $$ .70 2.89 .78 122.98 .012 .65 .62 .95 .95 .65 $ .78 3.61 .83 123.03 .012 .73 .70 1.08 1.08 .73 $ $ .83 4.33 .86 123.06 .012 .80 .78 1.20 1.20 .80 $ ##$ .86 5.05 .88 123.08 .012 .87 .86 1.32 1.32 .87 # # .88 5.78 1.01 123.21 .012 .93 .94 1.43 1.43 1.01 .95 .87 6.50 1.22 123.42 x .012 .99 1.02 1.53 1.53 1.22 .94 .85 7.22 1.46 123.66 $ .012 1.05 1.10 1.65 1.65 1.46 1.00 .82 PIPE NO.14: 150 LF - 12"CP @ 3.87E OUTLET: 122.20 INLET: 128.00 INTYP: 5 �MA MN W6 - 7.6 c 4�5 JUNC NO.14: OVERFLOW-EL: 131.70 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: .38 Q(CFS) HW(FT) HW ELEV. N-FAC DC ON TW DO DE HWO HWI .63 .43 128.43 .012 .33 .20 .42 .42 .33 $ .43 1.26 .65 128.65 .012 .48 .28 .58 .58 .48 $ .65 1.88 .83 128.83 .012 .59 .34 .70 .70 .59 $ .83 2.51 1.00 129.00 .012 .68 .40 .78 .78 .68 # 1.00 3.14 1.19 129.19 .012 .76 .45 .83 .83 .76 $ 1.19 3.77 1.43 129.43 .012 .83 .50 .86 .86 .83 1.43 4.39 1.71 129.71 .012 .88 .55 .88 .88 .88 $ 1.71 5.02 2.04 130.04 .012 .92 .60 1.01 1.01 .92 2.04 5.65 2.41 130.41 $ .012 .95 .65 1.22 1.22 .95 # 2.41 6.28 2.82 130.82 .012 .97 .70 1.46 1.46 .97 $$ # 2.82 PIPE NO.15: 200 LF - 12"CP @ 8.65E OUTLET: 128.00 INLET: 145.30 INTYP: 5 JUNC NO.15: OVERFLOW-EL: 149.80 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 1.77 Q(CFS) HW(FT) HW ELEV. N-FAC DC ON TW DO DE HWO HWI .45 .34 145.64 .012 .28 .14 .43 .43 .28 # .34 .91 .52 145.82 .012 .40 .20 .65 .65 .40 $ # .52 1.36 .67 145.97 $ .012 .50 .24 .83 .83 .50 $ .67 1.82 .82 146.12 $ .012 .58 .28 1.00 1.00 .58 .82 2.27 .96 146.26 .012 .65 .31 1.19 1.19 .65 # .96 2.73 1.11 146.41 .012 .71 .34 1.43 1.43 .71 1.11 3.18 1.27 146.57 .012 .77 .37 1.71 1.71 .77 1.27 3.64 1.47 146.77 .012 .82 .39 2.04 2.04 .82 1.47 4.09 1.70 147.00 .012 .86 .42 2.41 2.41 .86 1.70 4.55 1.95 147.25 .012 .90 .45 2.82 2.82 .90 # 1.95 PIPE NO.16: 450 LF - 12"CP @ 7.00E OUTLET: 145.30 INLET: 176.80 INTYP: 5 Q(CFS) HW(FT) HW ELEV. N-FAC DC ON TW DO DE HWO HWI 16 .19 176.99 # .012 .17 .09 .34 .34 .17 ##### .19 /6 .33 .28 177.08 # .012 .24 .13 .52 .52 .24 ##### .28 .49 .36 177.16 # .012 .30 .15 .67 .67 .30 ##### .36 .66 .43 177.23 # .012 .34 .18 .82 .82 .34 ##### .43 .82 .49 177.29 # .012 .38 .20 .96 .96 .38 ##### .49 Y .99 .55 177.35 # .012 .42 .21 1.11 1.11 .42 ##### .55 1.15 .61 177.41 # .012 .46 .23 1.27 1.27 .46 ##### .61 1.31 .66 177.46 # .012 .49 .25 1.47 1.47 .49 ##### .66 1.48 .72 177.52 # .012 .52 .26 1.70 1.70 .52 ##### .72 1.64 .77 177.57 # .012 .55 .28 1.95 1.95 .55 ### # .77 SPECIFY: R - REVISE, N - NEWJOB, F - FILE, S - STOP r i i i i i i SPECIFY TYPE OF PIPE-DATA INPUT: K - KEYBOARD ( r F - FILE D, C.wr t y 1 • F ENTER [d:l(pathlfilename[.extl OF PIPE-DATA FILE. c:\model\n40\pl ------------------------------------------------------------------------------- OUTFLOW CONDITIONS PIPE NO. 1 - TAILWATER DATA: N 4 0 S{ M 1) SPECIFY TYPE OF TAILWATER DATA INPUT: S - SINGLE TW-ELEV. S 2) ENTER: TW-ELEV 1 F - TN/HW DATA FILE P Pre li'v,, Dr_j')n 31 C Cd of ------------------------------------------------------------------------------- L_ .wkr� R►✓,1. INFLOW CONDITIONS PIPE NO.16 - OVERFLOW DATA AND UPSTREAM VELOCITY DATA: 1) ENTER: OVERFLOW-ELEV, OVERFLOW-TYPE (NONE=O, BROAD-WEIR=1, SHARP-WEIR=2) 181.5, 0 2) SPECIFY TYPE OF VELOCITY DATA INPUT: S - SINGLE VELOCITY UPSTREAM iP E ( (C FS V - VARY VELOCITY ACCORDING TO V=Q/A S3) ENTER: VELOCITY(fps) UPSTREAM 0.5 Z 2 0 ------------------------------------------------------------------------------- 1' 3 I� 0 /CY�Io w ENTER: QMIN, QMAX, QINCRE, PRINT-OPTION (STANDARD=1, CONDENSED=2, EXPANDED=3) 0,20,2,1 1 I I PIPE NO. 1: 35 LF - 18"CP @ 31.43% OUTLET: 29.50 INLET: 40.50 INTYP: 5 JUNC NO. 1: OVERFLOW-EL: 47.30 BEND: 0 DEG DIA/WIDTH: 4.5 Q-RATIO: .00 u Q(CFS) HW(FT) HW ELEV. N-FAC DC ON TW DO DE HWO HWI 2.00 .54 41.04 .012 .54 .19 1.50 1.50 .54 $ .49 �Z�' �( �, 5 o vt��lo u Yr t 4.00 .80 41.30 $ .012 .77 .26 1.50 1.50 .77 .80 � 6.00 1.05 41.55 .012 .95 .32 1.50 1.50 .95 $$ 1.05 8.00 1.27 41.77 $ .012 1.10 .36 1.50 1.50 1.10 $$ 1.27 } Ll. .3 10.00 1.56 42.06 .012 1.22 .41 1.50 1.50 1.22 ## 1.56 12.00 1.90 42.40 .012 1.32 .45 1.50 1.50 1.32 $ 1.90 6. 2 14.00 2.31 42.81 $ .012 1.39 .48 1.50 1.50 1.39 x # 2.31 16.00 2.78 43.28 .012 1.43 .52 1.50 1.50 1.43 2.78 18.00 3.32 43.82 .012 1.46 .55 1.50 1.50 1.46 $# 3.32 20.00 3.92 44.42 .012 1.47 .58 1.50 1.50 1.47 $ 3.92 * 2 5-yr if S. ) ch PIPE NO. 2: 32 LF - 18"CP @ 4.69% OUTLET: 40.50 INLET: 42.00 INTYP: 5 JUNC NO. 2: OVERFLOW-EL: 48.00 BEND: 90 DEG DIA/WIDTH: 4.5 Q-RATIO: .00 Q(CFS) HW(FT) HW ELEV. N-FAC DC ON TW DO DE HWO HWI 2.00 .71 42.71 .012 .54 .29 .54 .54 .54 $ .71 4.00 1.11 43.11 .012 .77 .41 .80 .80 .71 x $# 1.11 6.00 1.49 43.49 .012 .95 .51 1.05 1.05 .95 # # 1.49 8.00 1.89 43.89 $ .012 1.10 .59 1.27 1.27 1.10 $ # 1.89 10.00 2.40 44.40 .012 1.22 .67 1.56 1.56 1.22 $$# 2.40 12.00 3.03 45.03 .012 1.32 .74 1.90 1.90 1.32 $ 3.03 14.00 3.78 45.78 .012 1.39 .81 2.31 2.31 1.39 ### 3.78 16.00 4.64 46.64 .012 1.43 .89 2.78 2.78 1.92 4.24 4.64 18.00 5.62 47.62 .012 1.46 .96 3.32 3.32 2.62 5.55 5.62 ,)n nn A nn 40 Al t nt') 1 A7 1 Al 1 09 1 Gl i An 7 Al A 71 PIPE NO. 3: 49 LF - 18"CP @ 3.88% OUTLET: 42.00 INLET: 43.90 INTYP: 5 JUNC N0. 3: OVERFLOW-EL: 47.70 BEND: 90 DEG DIA/WIDTH: 4.5 Q-RATIO: .23 Q(CFS) HW(FT) HW ELEV. $ N-FAC DC ON TW DO DE HWO HWI 2.00 .72 44.62 .012 .54 .31 .71 .71 .54 $ .72 4.00 1.12 45.02 .012 .77 .43 1.11 1.11 .77 1.12 6.00 1.49 45.39 * .012 .95 .54 1.49 1.49 .95 1.49 8.00 1.89 45.79 .012 1.10 .62 1.89 1.89 1.10 1.89 10.00 2.41 46.31 .012 1.22 .71 2.40 2.40 1.22 $ # 2.41 12.00 3.05 46.95 .012 1.32 .79 3.03 3.03 1.32 3.05 14.00 3.80 48.31 .012 1.39 .86 3.78 3.78 2.63 4.41 3.79 ## OVERFLOW ENCOUNTERED AT 14.00 CFS DISCHARGE #$$$ $$ PIPE NO. 4: 184 LF - 18"CP @ 9.84% OUTLET: 44.00 INLET: 62.10 INTYP: 5 • JUNC NO. 4: OVERFLOW-EL: 66.60 BEND: 30 DEG DIA/WIDTH: 4.0 Q-RATIO: .18 Q(CFS) HW(FT) HW ELEV. N-FAC DC DN TW DO DE HWO HWI 1.63 .58 62.68 .012 .48 .22 .62 .62 .48 .58 3.25 .89 62.99 .012 .69 .31 1.02 1.02 .69 $ $$ .89 4.88 1.14 63.24 .012 .85 .38 1.39 1.39 .85 # $$ 1.14 6.50 1.38 63.48 $ .012 .99 .44 1.79 1.79 .99 # 1.38 8.13 1.62 63.72 .012 1.11 .49 2.31 2.31 1.11 1.62 9.76 1.92 64.02 .012 1.21 .54 2.95 2.95 1.21 $ $ 1.92 11.38 2.28 64.38 .012 1.29 .59 3.70 3.70 1.29 2.28 13.01 2.69 64.79 .012 1.36 .63 3.92 3.92 1.36 $# 2.69 14.63 3.16 65.26 .012 1.40 .67 4.06 4.06 1.40 3.16 16.26 3.69 65.79 .012 1.43 .72 4.17 4.17 1.43 $ 3.69 PIPE NO. 5: 260 LF - 18"CP @ 11.88% OUTLET: 62.10 INLET: 93.00 INTYP: 5 JUNC NO. 5: OVERFLOW-EL: 97.50 BEND: 14 DEG DIA/WIDTH: 4.0 Q-RATIO: .17 Q(CFS) HW(FT) HW ELEV. N-FAC OC ON TW DO DE HWO HWI 1.38 .51 93.51 .012 .44 .20 .58 .58 .44 .51 2.76 .78 93.78 .012 .64 .27 .89 .89 .64 $$ $ .78 4.13 1.00 94.00 .012 .78 .33 1.14 1.14 .78 # # 1.00 5.51 1.20 94.20 .012 .91 .38 1.38 1.38 .91 1.20 6.89 1.39 94.39 .012 1.02 .43 1.62 1.62 1.02 1.39 8.27 1.58 94.58 .012 1,12 .47 1.92 1.92 1.12 1.58 i 9.65 1.83 94.83 .012 1.20 .51 2.28 2.28 1.20 $ 1.83 11.02 2.11 95.11 .012 1.28 .55 2.69 2.69 1.28 2.11 12.40 2.43 95.43 .012 1.34 .58 3.16 3.16 1.34 $ $ 2.43 13.78 2.79 95.79 .012 1.38 .62 3.69 3.69 1.38 $$$ 2.79 PIPE NO. 6: 40 LF - 18"CP @ 8,75% OUTLET: 93.00 INLET: 96.50 INTYP: 5 JUNC NO. 6: OVERFLOW-EL: 101.00 BEND: 14 DEG DIA/WIDTH: 4.0 Q-RATIO: .16 Q(CFS) HW(FT) HW ELEV, N-FAC DC DN TW DO DE HWO HWI 1.18 .49 96.99 .012 .41 .20 .51 .51 .41 .49 2.36 .73 97.23 $ .012 .59 .27 .78 .78 .59 .73 3.53 .93 97.43 .012 .72 .33 1.00 1.00 .72 .93 4.71 1.11 97.61 .012 .84 .38 1.20 1.20 .84 $ 1.11 5.89 1.28 97.78 .012 .94 .43 1.39 1.39 .94 1.28 r 7.07 1.44 97.94 $ .012 1.03 .47 1.58 1.58 1.03 $ 1.44 8.24 1.60 98.10 $ .012 1.12 .51 1.83 1.83 1.12 1.60 9.42 1.81 98.31 .012 1.19 .55 2.11 2.11 1.19 1.81 10.60 2.04 98.54 .012 1.26 .58 2.43 2.43 1.26 2.04 11 70 1) ZA 00 QA t A11) 1 21 kl) 9 7Q 1) 70 1 21 ttttt 'J 1n PIPE NO. 7: 240 LF - 18"CP @ 3.92% OUTLET: 96.50 INLET: 105.90 INTYP: 5 • JUNC NO. 7: OVERFLOW-EL: 110.20 BEND: 0 DEG OIA/WIDTH: 4.0 Q-RATIO: .12 Q(CFS) HW(FT) HW ELEV. N-FAC DC ON TW DO DE HWO HWI . 1.02 .48 106.38 .012 .38 .22 .49 .49 .38 .48 2.03 .70 106.60 .012 .54 .31 .73 .73 .54 $$$ .70 3.05 .88 106.78 .012 .67 .38 .93 .93 .67 # .88 4.06 1.04 106.94 .012 .78 .44 1.11 1.11 .78 $ 1.04 5.08 1.19 107.09 .012 .87 .49 1.28 1.28 .87 1.19 6.09 1.32 107.22 .012 .96 .54 1.44 1.44 .96 $$ 1.32 7.11 1.45 107.35 .012 1.04 .58 1.60 1.60 1.04 1.45 8.12 1.58 107.48 .012 1.11 .63 1.81 1.81 1.11 1.58 9.14 1.75 107.65 .012 1.17 .67 2.04 2.04 1.17 1.75 10.15 1.93 107.83 .012 1.23 .71 2.30 2.30 1.23 1.93 PIPE NO. 8: 195 LF - 18"CP @ 3.49% OUTLET: 105.90 INLET: 112.70 INTYP: 5 JUNC NO. 8: OVERFLOW-EL: 117.00 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: .00 Q(CFS) HW(FT) HW ELEV. N-FAC DC ON TW DO DE HWO HWI .91 .45 113.15 $ .012 .36 .22 .48 .48 .36 $ .45 1.81 .66 113.36 .012 .51 .30 .70 .70 .51 $$ .66 2.72 .82 113.52 .012 .63 .37 .88 .88 .63 .82 3.63 .96 113.66 $ .012 .73 .42 1.04 1.04 .73 .96 4.53 1.09 113.79 $ .012 .82 .48 1.19 1.19 .82 1.09 5.44 1.20 113.90 $ .012 .90 .52 1.32 1.32 .90 1.20 6.35 1.30 114.00 .012 .98 .57 1.45 1.45 .98 $ 1.30 7.25 1.40 114.10 .012 1.05 .61 1.58 1.58 1.05 1.40 8.16 1.50 114.20 .012 1.11 .65 1.75 1.75 1.11 1.50 9.07 1.63 114.33 .012 1.17 .69 1.93 1.93 1.17 1.63 PIPE NO. 9: 205 LF - 18`CP @ 2.34% OUTLET: 112.70 INLET: 117.50 INTYP: 5 JUNC NO. 9: OVERFLOW-EL: 122.00 BEND: 81 DEG DIA/WIDTH: 4.0 Q-RATIO: .00 Q(CFS) HW(FT) HW ELEV. N-FAC DC ON TW DO DE HWO HWI .91 .47 117.97 .012 .36 .24 .45 .45 .36 $ .47 1.81 .69 118.19 .012 .51 .33 .66 .66 .51 $ .69 2.72 .87 118.37 .012 .63 .41 .82 .82 .63 .87 3.63 1.04 118.54 .012 .73 .47 .96 .96 .73 $# 1.04 4.53 1.20 118.70 $ .012 .82 .53 1.09 1.09 .82 1.20 5.44 1.36 118.86 .012 .90 .58 1.20 1.20 .90 $ 1.36 6.35 1.53 119.03 .012 .98 .63 1.30 1.30 .98 1.53 7.25 1.69 119.19 .012 1.05 .68 1.40 1.40 1.05 $ 1.69 8.16 1.86 119.36 .012 1.11 .73 1.50 1.50 1.11 1.86 9.07 2.07 119.57 .012 1.17 .77 1.63 1.63 1.17 #$$ 2.07 PIPE N0.10: 57 LF - 18"CP @ .70% OUTLET: 117.50 INLET: 117.90 INTYP: 5 JUNC NO.10: OVERFLOW-EL: 122.20 BEND: 9 DEG DIA/WIDTH: 4.0 Q-RATIO: .10 Q(CFS) HW(FT) HW ELEV. N-FAC DC ON TW DO DE HWO HWI .91 .46 118.36 .012 .36 .32 .47 .47 .36 $ .46 1.81 .64 118.54 .012 .51 .45 .69 .69 .51 $ .64 2.72 .75 118.65 .012 .63 .55 .87 .87 .63 $ .75 3.63 .81 118.71 .012 .73 .65 1.04 1.04 .73 ## .81 4.53 .83 118.73 .012 .82 .73 1.20 1.20 .82 # .83 5.44 1.00 118.90 .012 .90 .82 1.36 1.36 1.00 .90 .83 6.35 1.25 119.15 .012 .98 .90 1.53 1.53 1.25 .90 .90 1 1)S 1 S7 Ito AZ Y All t n5 oQ t fl0 t Ao I Sx o7 oR 8.16 1.76 119.66 t .012 1.11 1.07 1.86 1.86 1.76 1.04 1.07 9.,07 2.04 119.94 * .012 1.17 1.17 2.07 2.07 2.04 1.16 .55 9/5 PIPE NO.11: 182 LF - 12"CP @ 1.26% OUTLET: 117.90 INLET: 120.20 INTYP: 5 JUNC NO.11: OVERFLOW-EL: 124.50 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: .00 • Q(CFS) HW(FT) HW ELEV. N-FAC DC ON TW DO DE HWO HWI .82 .51 120.71 .012 .38 .30 .46 .46 .38 $ .51 1.65 .74 120.94 .012 .55 .43 .64 .64 .55 $ .74 2.47 .91 121.11 $ .012 .68 .55 .75 .75 .68 $ $ .91 3.30 1.10 121.30 # .012 .78 .66 .81 .81 .78 $$# 1.10 4.12 1.34 121.54 .012 .86 .78 .83 .83 .86 # # 1.34 -4.94 2.01 122.21 # .012 .92 1.00 1.00 1.00 1.69 2.01 1.64 5.77 3.45 123.65 .012 .95 1.00 1.25 1.25 3.02 3.45 1.99 6.59 4.30 125.31 .012 .97 1.00 1.53 1.53 4.54 5.11 2.39 $ $## $ $ $ OVERFLOW ENCOUNTERED AT 6.59 CFS DISCHARGE *# PIPE NO.12: 153 LF - 12"CP @ .85% OUTLET: 120.20 INLET: 121.50 INTYP: 5 JUNC NO.12: OVERFLOW-EL: 125.80 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: .15 Q(CFS) HW(FT) HW ELEV. N-FAC DC ON TW DO DE HWO HWI .82 .52 122.02 .012 .38 .33 .51 .51 .38 $## .52 1.65 .76 122.26 .012 .55 .48 .74 .74 .55 $### .76 2.47 .97 122.47 .012 .68 .62 .91 .91 .68 $#$$ .97 3.30 1.19 122.69 $ .012 .78 .77 1.10 1.10 .83 1.17 1.19 4.12 2.15 123.65 .012 .86 1.00 1.34 1.34 1.78 2.15 1.48 4W 3.74 125.24 .012 .92 1.00 2.01 2.01 3.22 3.74 1.84 M 5.77 4.30 127.78 .012 .95 1.00 3.45 3.45 5.57 6.28 2.27 # # #$ #$ OVERFLOW ENCOUNTERED AT 5.77 CFS DISCHARGE # $ # # PIPE NO.13: 136 LF - 12"CP @ .51% OUTLET: 121.50 INLET: 122.20 INTYP: 5 JUNC NO.13: OVERFLOW-EL: 126.50 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: .15 Q(CFS) HW(FT) HW ELEV. # N-FAC OC ON TW DO DE HWO HWI .72 .48 122.68 $ .012 .36 .35 .52 .52 .36 # # .48 1.43 .77 122.97 # .012 .51 .52 .76 .76 .52 .77 .70 • 2.15 .94 123.14 .012 .63 .67 .97 .97 .68 .94 .89 2.87 1.41 123.61 .012 .73 .86 1.19 1.19 1.24 1.41 1.06 3.58 2.89 125.09 .012 .81 1.00 2.15 2.15 2.62 2.89 1.28 i 4.30 4.30 127.33 .012 .88 1.00 3.74 3.74 4.73 5.13 1.56 $ $$ $ #$# $ $ OVERFLOW ENCOUNTERED AT 4.30 CFS DISCHARGE ## $ # # $ $ PIPE NO.14: 150 LF - 12"CP @ 3.87% OUTLET: 122.20 INLET: 128.00 INTYP: 5 JUNC NO.14: OVERFLOW-EL: 131.70 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: .38 Q(CFS) HW(FT) HW ELEV. N-FAC DC ON TW DO DE HWO HWI �t��t�txxtxt�tt���xx:x����x����t����t����x��xx�x��x���x:x�txx�xxxtxxx:txxxxt�tt .62 .43 128.43 .012 .33 .20 .48 .48 .33 $ $ .43 1.25 .64 128.64 $ .012 .48 .28 .77 .77 .48 # .64 1.87 .83 128.83 # .012 .59 .34 .94 .94 .59 .83 2.49 1.00 129.00 $ .012 .68 .40 1.41 1.41 .68 1.00 3.12 1.18 129.18 .012 .76 .45 2.89 2.89 .76 1.18 3.74 1.42 129.42 $ .012 .83 .50 4.30 4.30 .83 #$ 1.42 4.36 1.70 129.70 .012 .88 .55 4.41 4.41 .88 $ # 1.70 4.99 2.02 130.02 # .012 .92 .60 4.48 4.48 1.19 1.90 2.02 5.61 2.79 130.79 # .012 .95 .64 4.53 4.53 1.90 2.79 2.38 6.23 3.70 131.80 # .012 .97 .69 4.58 4.58 2.69 3.80 2.79 # OVERFLOW ENCOUNTERED AT 6.23 CFS DISCHARGE $ PIPE NO.15: 200 LF - 12"CP @ 8.65% OUTLET: 128.00 INLET: 145.30 INTYP: 5 S/� JUNC NO.15: OVERFLOW-EL: 149.80 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 1.77 i Q(CFS) HW(FT) HW ELEV. N-FAC DC ON TW DO DE HWO HWI AS .34 145.64 .012 .28 .14 .43 .43 .28 .34 .90 .52 145.82 .012 .40 .20 .64 .64 .40 .52 1.35 .67 145.97 .012 .50 .24 .83 .83 .50 .67 1.81 .81 146.11 # .012 .58 .27 1.00 1.00 .58 .81 2.26 .96 146.26 .012 .65 .31 1.18 1.18 .65 $ .96 2.71 1.10 146.40 .012 .71 .34 1.42 1.42 .71 1.10 3.16 1.26 146.56 .012 .77 .37 1.70 1.70 .77 # 1.26 3.61 1.46 146.76 .012 .82 .39 2.02 2.02 .82 1.46 4.06 1.68 146.98 .012 .86 .42 2.79 2.79 .86 1.68 4.52 1.93 147.23 .012 .89 .44 3.70 3.70 .89 1.93 PIPE NO.16: 450 LF - 12"CP @ 7.00% OUTLET: 145.30 INLET: 176.80 INTYP: 5 Q(CFS) HW(FT) HW ELEV. N-FAC DC ON TW DO DE HWO HWI .16 .18 176.98 .012 .17 .09 .34 .34 .17 .18 .33 .28 177.08 .012 .24 .13 .52 .52 .24 .28 .49 .36 177.16 .012 .29 .15 .67 .67 .29 .36 .65 .43 177.23 $ .012 .34 .18 .81 .81 .34 $ .43 .82 .49 177.29 .012 .38 .20 .96 .96 .38 $ .49 . .98 .55 177.35 .012 .42 .21 1.10 1.10 .42 $ # .55 1.14 .60 177.40 .012 .46 .23 1.26 1.26 .46 .60 1.30 .66 177.46 .012 .49 .25 1.46 1.46 .49 .66 1.47 .71 177.51 # .012 .52 .26 1.68 1.68 .52 .71 1.63 .76 177.56 .012 .55 .28 1.93 1.93 .55 .76 SPECIFY: R - REVISE, N - NEWJOB, F - FILE, S - STOP s A/ '1,5 r1, /v/ eu Jvw Ave C41 /2-9-97 14 C K WA Tt7, A NA L X si.s Fo,2 P 1 aaaoao wwwww /V 2www» FL NQQ _«eee FLoW ii QZ Z 03 2 Q3 Q4 �S J Qkl Q6 �. J iY.78 th_st. / o Z Q� 15 Qs Qq APT. BLDG # 3" CMP / h / )t/ULV. IE-4,�.88 i ' } r / C RIM 4 / r IE 6"P C SW=474 GRAVEL AIL, �/ DMH RIM=48.30' ' 10DEC. 8 C .�4 " / ' �y 18' CbNC. S.,4 .0 $ SHED 0 12" PONC. Ff.- 5.0 , J8 C 'VC NXE=/45.0 C ,-' / \ _ter' G�ZASS Ul E 48-� / rr SSrr r , SS SSMH RIM=48.24 a CHAN. 8 PVC -37.70 CHAN. 8"PVC/I/5=37.70 i / i i I ' � SDMH RIM=48.a0 (T- IE 18_,GON-C. N.=43,90'- CONC-,&:=r;�5.10 - �.� STRIP DRAIN IE 18;.OE Nt. S.=44.70- / - //'' .'� I GRAVEL I)v o / h / - ' P 1 - Pry 20, I i PROJECT: N tiDfi1 I MCA drM/ AV`PAGE I OF PIPE DATA FILE NAME C \ M 0(VA N yo P 1 ROUND/ARCH PIPE INPUT CODING INFORMATION: PIPE TYPE CODING: 4-CMP ARCH(OLD GEOMETRY) 1 -CONC/SMOOTH BORE(n=.012) 5-CMP ARCH (NEW GEOMETRY) 2-CORRUGATED METAL(n=.024) 6-CONC/SMOOTH ARCH(OLD) 3-HELICAL CMP (n-fac varies) 7-CONC/SMOOTH ARCH (NEW) ARCH PIPE CODING -EQUIVALENT ROUND SIZE MUST BE INPUTTED PER FOLLOWING TABLE: EQUIV-0IAM OLD-ARCH NEW-ARCH * EQUIV-0IAM. OLD-ARCH NEW-ARCH 15" 18"X 11" 17"X 13" * 42" 50"X 31" 49"X 33" 18" 22"X 13" 21"X 13" * 48" 58"X 36" 57"X 38" 21" 25"X 16" 24"X 18" * 54" 65"X 40" 64"X 43" 24" 29"X 18" 28"X 20" * 60" 72"X 44" 71"X 47" 30" 36"X 22" 35"X 24" * 66" 79"X 49" 77"X 52" 36" 43"X 27" 42"X 29" * 72" 85"X 54" 83"X 57" INLET TYPE CODING: 1 -CMP/PROJ. 4-CP SOCKET/PROD 7-CMAP/PROJ 10-OTHER (SEE 2-CMP/HDWALL 5 -CP SO.EDGE/HDWALL 8-CMAP/HDWALL FHWA REPORT 3-CMP/MITER 6-CP SOCKET/HDWALL 9-CMAP/MITER HDS NO.5) # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE Lio. KE = K = M = C = Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE Z .3 2 3 T yo,s Lie. n lLl KE = K = M = C = Y = p h�J 4. r~,&x rrcf An)h OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO o.� ya° fe,. F�Hra y S.o qv ° y.s o �� kLfwr( te I f DM Mal car+ . a # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE 4 ,- 1 4 KE = K = M = C = Y = `-0- /2 5 �0. 23 Page 43 of 57 PROJECTRAGE 2 OF PIPE-DATA FILE NAME # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE `r °L, �— yuo 62,1 .s KE = K = M = C = Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE 5 260 18 1 62. 1 93, 0 KE = K = M = C = Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO 9 q, s /q Z/ a. l 7 # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE Ll o 1 q3, o q6, S s KE = K = M = C = Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO 10 f 1 _� 4 o, 16 # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE 2 5. 9 S KE = K = M = C = Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO //0 . 2 D y 67, /2 # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE I5 I "� I /05. 9 1/2. 5 KE = K = M = C = Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO 1 T.o 0 1� 0 Page 45 of 57 PROJECT:PAGE q OF PIPE DATA FILE NAME # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE 150 / 2 I /22. 2 /Z8.0 s KE = K = M = C = Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO 131 O y 0, 3 f3 # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE /S 20o 12 129,0 /q 3 S KE = K = M = C = Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO I H 1. 8 0 y /, 7 7 # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE l� �SD KE = K = M = C = Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO 181, 3 # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE KE = K = M = C = Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE KE = K = M = C = Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO 4 F Page 45 of 57 f gF ti PROJECT:PAGE 3 OF • PIPE-DATA FILE NAME # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE 9 05 1 1/2, 7 KE = K = M = C = Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO 0 # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE 10 57 /9 //7, 5 /0. 1 s KE = K = M = C = Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE 02 12 / /7, 9 /2 (), 2 5" KE = K = M = C = Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO 1 z Ll . 5 0 0 # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE 12 / 53 /2 / ) 20. 2 121. 5 S KE = K = M = C = Y = OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO 12 5 . 8 0 # LENGTH(ft) DIA(in) PIPE-TYPE OUTLET-IE INLET-IE INLET-TYPE 13 136 12 1Z 2. 2 5 KE = K = M = C = Y = =: OVERFLOW-ELEV BEND-ANGLE(deg) STRUCT.DIA/WIDTH(ft) Q-RATIO 12G. 5 o y 0. /5 Page 45 of 57 f i 17. Curt 116 N 4oA 5t/ Me4dow Am KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface Water Management Division n BACKWATER ANALYSIS PROGRAM I'n Pei!) ri!h Version 4.22 1 - INFO ON THIS PROGRAM — Can s c u t 2 - BWCHAN 3 - BWPIPE o� L. Wa✓�. BI �� . 4 - BWCULV 5 - BWBOX 6 - DATA-FILE ROUTINES 7 - RETURN TO DOS IS` ► z o ENTER OPTION 2 o n 3 > l pOrr BACKWATER COMPUTER PROGRAM FOR PIPES If SPECIFY TYPE OF PIPE-DATA INPUT: K - KEYBOARD F - FILE F „ � p ENTER [d:][path]filename[.ext] OF PIPE-DATA FILE I� 8 c:\model\n40\p2 ------------------------------------------------------------------------------- �� 9 it Id 9 OUTFLOW CONDITIONS PIPE NO. 1 - TAILWATER DATA: /2" J( 6, o v*, Ile, 1) SPECIFY TYPE OF TAILWATER DATA INPUT: S - SINGLE TW-ELEV. if Z lS F - TW/HW DATA FILE i, 13 y 3 a S 2) ENTER: TW-ELEV �' / 6 . Z o k 30.5 ------------------------------------------------------------------------------- INFLOW CONDITIONS PIPE NO.16 - OVERFLOW DATA AND UPSTREAM VELOCITY DATA: Q Z S ti 5,$ a 410, 1) ENTER: OVERFLOW-ELEV, OVERFLOW-TYPE (NONE=O, BROAD-WEIR=1, SHARP-WEIR=2) 1B1.5, 0 2) SPECIFY TYPE OF VELOCITY DATA INPUT: S - SINGLE VELOCITY UPSTREAM V - VARY VELOCITY ACCORDING TO V=Q/A S 3) ENTER: VELOCITY(fps) UPSTREAM 0.5 ------------------------------------------------------------------------------- ENTER: QMIN, QMAX, QINCRE, PRINT-OPTION (STANDARD=1, CONDENSED=2, EXPANDED=3) / 0, 20, 2, 1 b PIPE NO. 1: 35 LF - 18"CP @ 31.43% OUTLET: 29.50 INLET: 40.50 INTYP: 5 JUNC NO. 1: OVERFLOW-EL: 47.30 BEND: 0 DEG DIA/WIDTH: 4.5 Q-RATIO: .00 Q(CFS) HW(FT) HW ELEV. # N-FAC DC ON TW DO DE HWO HWI 2.00 .54 41.04 # .012 .54 .19 1.00 1.00 .54 # # .49 4.00 .80 41.30 .012 .77 .26 1.00 1.00 .77 ##### .80 6.00 1.05 41.55 # .012 .95 .32 1.00 1.00 .95 ##### 1.05 8.00 1.27 41.77 # .012 1.10 .36 1.00 1.00 1.10 #### 1.27 10.00 1.56 42.06 .012 1.22 .41 1.00 1.00 1.22 # ## 1.56 12.00 1.90 42.40 # .012 1.32 .45 1.00 1.00 1.32 #### 1.90 14.00 2.31 42.81 # .012 1.39 .48 1.00 1.00 1.39 ##### 2.31 16.00 2.78 43.28 # .012 1.43 .52 1.00 1.00 1.43 $### 2.78 18.00 3.32 43.82 .012 1.46 .55 1.00 1.00 1.46 ##### 3.32 = (8 p 20.00 3.92 44.42 # .012 1.47 .58 1.00 1.00 1.47 ##### 3.92 PIPE NO. 2: 32 LF - 18"CP @ 4.69% OUTLET: 40.50 INLET: 42.00 INTYP: 5 JUNC NO. 2: OVERFLOW-EL: 48.00 BEND: 17 DEG DIA/WIDTH: 4.5 Q-RATIO: .10 Q(CFS) HW(FT) HW ELEV. # N-FAC DC ON TW DO DE HWO HWI 2.00 .69 42.69 .012 .54 .29 .54 .54 .54 * ## .69 4.00 1.03 43.03 # .012 .77 .41 .80 .80 .77 ## 1.03 6.00 1.31 43.31 # .012 .95 .51 1.05 1.05 .95 # ## 1.31 8.00 1.57 43.57 # .012 1.10 .59 1.27 1.27 1.10 ##### 1.57 10.00 1.90 43.90 # .012 1.22 .67 1.56 1.56 1.22 ## 1.90 12.00 2.31 44.31 # .012 1.32 .74 1.90 1.90 1.32 #### 2.31 14.00 2.80 44.80 # .012 1.39 .81 2.31 2.31 1.39 ##### 2.80 16.00 3.36 45.36 .012 1.43 .89 2.78 2.78 1.92 2.96 3.36 18.00 4.00 46.00 # .012 1.46 .96 3.32 3.32 2.62 3.93 4.00 20.00 5.03 47.03 # .012 1.47 1.03 3.92 3.92 3.40 5.03 4.71 PIPE NO. 3: 37 LF - 18"CP @ 13.51% OUTLET: 42.00 INLET: 47.00 INTYP: 5 JUNC NO. 3: OVERFLOW-EL: 51.10 BEND: 60 DEG DIA/WIDTH: 4.5 Q-RATIO: .11 Q(CFS) HW(FT) HW ELEV. # N-FAC DC DN TW DO DE HWO HWI 1.82 .60 47.60 # .012 .51 .22 .69 .69 .51 ### # .60 3.64 .94 47.94 # .012 .73 .30 1.03 1.03 .73 #### .94 5.45 1.24 48.24 .012 .91 .37 1.31 1.31 .91 ### # 1.24 7.27 1.53 48.53 .012 1.05 .43 1.57 1.57 1.05 ##### 1.53 9.09 1.86 48.86 .012 1.17 .48 1.90 1.90 1.17 ## $# 1.86 10.91 2.28 49.28 # .012 1.27 .53 2.31 2.31 1.27 ### 2.28 12.73 2.78 49.78 # .012 1.35 .57 2.80 2.80 1.35 ##### 2.78 14.55 3.36 50.36 .012 1.40 .62 3.36 3.36 1.40 #### 3.36 16.36 4.01 51.01 # .012 1.44 .66 4.00 4.00 1.44 ##### 4.01 18.18 4.10 51.74 .012 1.46 .70 5.03 5.03 1.46 ##### 4.74 # ###### ##### OVERFLOW ENCOUNTERED AT 18.18 CFS DISCHARGE PIPE NO. 4: 137 LF - 18"CP @ 11.02% OUTLET: 47.00 INLET: 62.10 INTYP: 5 JUNC NO. 4: OVERFLOW-EL: 66.60 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: .18 Q(CFS) HW(FT) HW ELEV. # N-FAC DC ON TW DO DE HWO HWI 1.64 .57 62.67 # .012 .49 .22 .60 .60 .49 #### .57 3.28 .87 62.97 .012 .69 .30 .94 .94 .69 # # # .87 4.91 1.12 63.22 # .012 .86 .37 1.24 1.24 .86 # ## 1.12 6.55 1.35 63.45 # .012 1.00 .43 1.53 1.53 1.00 ##### 1.35 8.19 1.57 63.67 x .012 1.11 .48 1.86 1.86 1.11 xxxxx 1.57 9.83 1.86 63.96 x .012 1.21 .53 2.28 2.28 1.21 xxxxx 1.86 3// 11.47 2.20 64.30 x .012 1.30 .57 2.78 2.78 1.30 xxxxx 2.20 b 13.10 2.59 64.69 x .012 1.36 .61 3.36 3.36 1.36 xxxxx 2.59 14.74 3.04 65.14 x .012 1.40 .66 4.01 4.01 1.40 xxxxx 3.04 16.38 3.54 65.64 x .012 1.44 .70 4.10 4.10 1.44 xxxxx 3.54 PIPE NO. 5: 260 LF - 18-CP @ 11.88% OUTLET: 62.10 INLET: 93.00 INTYP: 5 JUNC NO. 5: OVERFLOW-EL: 97.50 BEND: 14 DEG DIA/WIDTH: 4.0 Q-RATIO: .17 Q(CFS) HW(FT) HW ELEV. x N-FAC DC DN TW DO DE HWO HWI xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 1.39 .51 93.51 x .012 .45 .20 .57 .57 .45 xxxxx .51 2.78 .78 93.78 x .012 .64 .28 .87 .87 .64 xxxxx .78 4.16 1.01 94.01 x .012 .79 .34 1.12 1.12 .79 xxxxx 1.01 5.55 1.21 94.21 x .012 .91 .39 1.35 1.35 .91 xxxxx 1.21 6.94 1.40 94.40 x .012 1.03 .43 1.57 1.57 1.03 xxxxx 1.40 8.33 1.59 94.59 x .012 1.12 .47 1.86 1.86 1.12 xxxxx 1.59 9.72 1.85 94.85 x .012 1.21 .51 2.20 2.20 1.21 xxxxx 1.85 11.11 2.13 95.13 x .012 1.28 .55 2.59 2.59 1.28 xxxxx 2.13 12.49 2.45 95.45 x .012 1.34 .59 3.04 3.04 1.34 xxxxx 2.45 13.88 2.82 95.82 x .012 1.38 .62 3.54 3.54 1.38 xxxxx 2.82 PIPE NO. 6: 40 LF - 18"CP @ 8.75% OUTLET: 93.00 INLET: 96.50 INTYP: 5 JUNC NO. 6: OVERFLOW-EL: 101.00 BEND: 14 DEG DIA/WIDTH: 4.0 Q-RATIO: .16 Q(CFS) HW(FT) HW ELEV. x N-FAC DC ON TW DO DE HWO HWI xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 1.19 .49 96.99 x .012 .41 .20 .51 .51 .41 xxxxx .49 2.37 .74 97.24 x .012 .59 .27 .78 .78 .59 xxxxx .74 3.56 .94 97.44 x .012 .73 .33 1.01 1.01 .73 xxxxx .94 4.75 1.12 97.62 x .012 .84 .39 1.21 1.21 .84 xxxxx 1.12 5.93 1.28 97.78 x .012 .95 .43 1.40 1.40 .95 xxxxx 1.28 7.12 1.44 97.94 x .012 1.04 .47 1.59 1.59 1.04 xxxxx 1.44 8.31 1.61 98.11 x .012 1.12 .51 1.85 1.85 1.12 xxxxx 1.61 9.49 1.82 98.32 x .012 1.20 .55 2.13 2.13 1.20 xxxxx 1.82 10.68 2.05 98.55 x .012 1.26 .59 2.45 2.45 1.26 xxxxx 2.05 11.86 2.32 98.82 x .012 1.31 .62 2.82 2.82 1.31 xxxxx 2.32 PIPE NO. 7: 240 LF - 18"CP @ 3.92% OUTLET: 96.50 INLET: 105.90 INTYP: 5 JUNC NO. 7: OVERFLOW-EL: 110.20 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: .12 • Q(CFS) HW(FT) HW ELEV. x N-FAC DC DH TW DO DE HWO HWI xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 1.02 .48 106.38 x .012 .38 .22 .49 .49 .38 xxxxx .48 2.05 .71 106.61 x .012 .54 .31 .74 .74 .54 xxxxx .71 3.07 .89 106.79 x .012 .67 .38 .94 .94 .67 xxxxx .89 4.09 1.05 106.95 x .012 .78 .44 1.12 1.12 .78 xxxxx 1.05 5.11 1.19 107.09 x .012 .88 .49 1.28 1.28 .88 xxxxx 1.19 6.14 1.33 107.23 x .012 .96 .54 1.44 1.44 .96 xxxxx 1.33 7.16 1.46 107.36 x .012 1.04 .59 1.61 1.61 1.04 xxxxx 1.46 8.18 1.59 107.49 x .012 1.11 .63 1.82 1.82 1.11 xxxxx 1.59 9.21 1.76 107.66 x .012 1.18 .67 2.05 2.05 1.18 xxxxx 1.76 10.23 1.94 107.84 x .012 1.24 .71 2.32 2.32 1.24 xxxxx 1.94 PIPE NO. 8: 195 LF - 18"CP @ 3.49% OUTLET: 105.90 INLET: 112.70 INTYP: 5 JUNC NO. 8: OVERFLOW-EL: 117.00 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: .00 Q(CFS) HW(FT) HW ELEV. x N-FAC DC ON TW DO DE HWO HWI xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx .91 .45 113.15 x .012 .36 .22 .48 .48 .36 xxxxx .45 1_R3 66 113.3E x 017 51 30 71 71 51 xxxxx 66 IS' ##### 6F IS TS FF' 62 ZTO # ZO ZZT ZS' 28 ###xx#xx#######x###x#####x######x##x##x#x################x##x#x################ IMH OMH 30 00 MI NO 30 3tl3-N # 'A313 MH (IJ)MH (SAM ST, :011H-C 0"b :H10IM/vla 930 0 :ON39 08'SZT :13-M013a3AO :ZT'ON OW S :dA1NI OS'TZT :131NI OZ'OZT :131100 %S9' I d3„ZT - 31 £ST :ZT'ON 3dld xxx#x#xx##x#xxx## 35MOSI0 S33 V9'9 la 03a31N0033 M013a3A0 ##x#x##x######xx ZV Z TZ'S 29't ts,T ks'T 00'1 L6' ZT0' # Tti"SZT OF'V t9'9 TO'Z W T OT'£ LZ'T LZ'T 00'T W ZTO' # tit M 45'£ IS'S S9'T LO'Z W T TO'T TO'T 00'T Z6' ZTO' # LZ"ZZT LO'Z 96't SF'T ###xx L8" £8' 28' 6L" L8" ZTO' # SS'TZT SF'T Si`t OT'T ##### 6L' T8' T8' 99" 6L' ZTO' # 0£'TZT OT"T Z£'F Z6' ####x 89' SC SL' SS' 89' ZTO' # ZT'TZT Z6' 66'Z W ##### SS' W W £0' SS' ZTO' # WET tiL" 99"T TV ##x#x 6£' W 9V OF' 62' ZTO' x TL'OZT TS' 28' i IMH OMH 30 00 M1 NO 30 3d3-N # 'A313 MH (A)MH (S33)G 00' :OIIVN-6 VP :HlOIM/Vla 930 0 :ON39 OS*tZT :13-MO11a3AO :TT'ON 3NOf S :dAIN1 OZ'OZT :131NI 06'LTT :13lIAO %9Z'T 8 d3„ZT - 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Lti' x#x## 92' St' W VZ' 92' ZTO' # L6'LTT Lti' 16' ####x########x##x##xx###xx#############x############x##x#########x##x##xxx###x# INH OMH 30 00 MI NO 30 3ti1-N # "A313 MH (13)MH (S13)6 00' :OIlvM 0"� :HlOIM/tll0 93O T8 :ON39 00'ZZT :13-M013a3AO :6 ON 3NOf S :dA1NI OS'LTT :131NI OL'ZTT :131100 W*Z 0 d3„8T - 31 SOZ :6 'ON 3dId 29'T ##### LT'T W T W T 69' LT"T ZTO' # 22'6TT 29"T £T'6 , TS'T #x##x ZT"T 9L'T 9L'T S9' ZT'T ZTO' # TZ'4TT TS'T ZZ'8 W T ##### 90'T 69'T 6S'T T9' 90'T ZTO' # TT'M T6"T T£"L TF'T ###xx 86' W T W T LS' 86' ZTO' # TO'tTT TF"T 62'9 OZ'T #x### T6' F£"T FF'T ZS' T6' ZTO' # 06'£TT OZ"T B4'S 9/ 60'T x#### 28' 6T'T 6T"T W FB' Z10' # 6L'FTT 60'T LS't L6' ###x# tiL' SO"T SO'T W tiL' ZTO' x L9'2TT L6" S9'F 28' ###x# £9' 68' 68' LF' £9' ZTO' # FS'FTT 28' VC Z 1.66 .76 122.26 # .012 .55 .49 .74 .74 .55 ##### .76 2.49 .97 122.47 # .012 .68 .62 .92 .92 .68 ##### .97 3.32 1.20 122.70 # .012 .79 .77 1.10 1.10 .85 1.18 1.20 4.15 2.19 123.69 # .012 .87 1.00 1.35 1.35 1.82 2.19 1.49 4.98 3.85 125.35 # .012 .92 1.00 2.07 2.07 3.32 3.85 1.86 5.81 4.30 127.93 # .012 .95 1.00 3.54 3.54 5.71 6.43 2.29 ################ OVERFLOW ENCOUNTERED AT 5.81 CFS DISCHARGE ######x###x#x#### PIPE NO.13: 136 LF - 12"CP @ .51% OUTLET: 121.50 INLET: 122.20 INTYP: 5 JUNC NO.13: OVERFLOW-EL: 126.50 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: .15 Q(CFS) HW(FT) HW ELEV. # N-FAC DC ON TW DO DE HWO HWI ####################x#####x################################################x### 72 .48 122.68 # .012 .36 .35 .52 .52 .36 ##### .48 1.44 .77 122.97 # .012 .51 .52 .76 .76 .52 .77 .71 2.17 .94 123.14 # .012 .63 .67 .97 .97 .69 .94 .89 2.89 1.44 123.64 # .012 .73 .87 1.20 1.20 1.26 1.44 1.07 3.61 2.96 125.16 # .012 .82 1.00 2.19 2.19 2.68 2.96 1.29 4.33 4.30 127.46 # .012 .88 1.00 3.85 3.85 4.86 5.26 1.57 ################ OVERFLOW ENCOUNTERED AT 4.33 CFS DISCHARGE ####x############ PIPE NO.14: 150 LF - 12°CP @ 3.87% OUTLET: 122.20 INLET: 128.00 INTYP: 5 i JUNC NO.14: OVERFLOW-EL: 131.70 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: .38 Q(CFS) HW(FT) HW ELEV. # N-FAC DC ON TW DO DE HWO HWI #####xxxx##################################x################################### .63 .43 128.43 # .012 .33 .20 .48 .48 .33 ##### .43 1.26 .65 128.65 # .012 .48 .28 .77 .77 .48 ##### .65 1.88 .83 128.83 # .012 .59 .34 .94 .94 .59 ####x .83 2.51 1.00 129.00 # .012 .68 .40 1.44 1.44 .68 ##### 1.00 3.14 1.19 129.19 # .012 .76 .45 2.96 2.96 .76 ##### 1.19 3.71 1.43 129.43 # .012 .83 .50 4.30 4.30 .83 ##### 1.43 4.39 1.71 129.71 # .012 .88 .55 4.41 4.41 .88 #x##x 1.71 5.02 2.04 130.04 # .012 .92 .60 4.48 4.48 1.22 1.94 2.04 5.65 2.86 130.86 # .012 .95 .65 4.54 4.54 1.95 2.86 2.41 6.28 3.70 131.87 # .012 .97 .70 4.59 4.59 2.75 3.87 2.82 ################ OVERFLOW ENCOUNTERED AT 6.28 CFS DISCHARGE ####x#########x## PIPE NO.15: 200 LF - 12"CP @ 8.65% OUTLET: 128.00 INLET: 145.30 INTYP: 5 JUNC NO.15: OVERFLOW-EL: 149.80 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: 1.77 Q(CFS) HW(FT) HW ELEV. # N-FAC DC ON TW DO DE HWO HWI .45 .34 145.64 # .012 .28 .14 .43 .43 .28 ##### .34 .91 .52 145.82 # .012 .40 .20 .65 .65 .40 ###x# .52 1.36 .67 145.97 # .012 .50 .24 .83 .83 .50 ##### .67 1.82 .82 146.12 # .012 .58 .28 1.00 1.00 .58 ##### .82 2.27 .96 146.26 # .012 .65 .31 1.19 1.19 .65 ##### .96 2.73 1.11 146.41 # .012 .71 .34 1.43 1.43 .71 ##### 1.11 3.18 1.27 146.57 # .012 .77 .37 1.71 1.71 .77 ##### 1.27 3.64 1.47 146.77 # .012 .82 .39 2.04 2.04 .82 ##### 1.47 4.09 1.70 147.00 # .012 .86 .42 2.86 2.86 .86 ##### 1.70 4.55 1.95 147.25 # .012 .90 .45 3.70 3.70 .90 #x### 1.95 PIPE NO.16: 450 LF - 12"CP @ 7.00% OUTLET: 145.30 INLET: 176.80 INTYP: 5 Q(CFS) HW(FT) HW ELEV. # N-FAC DC ON TW DO DE HWO HWI .16 .19 176.99 # .012 .17 .09 .34 .34 .17 ##x## .19 .33 .28 177.08 # .012 .24 .13 .52 .52 .24 ##### .28 .49 .36 177.16 # .012 .30 .15 .67 .67 .30 x#### .36 AA Al 177 ?A # Al? XA to A? A? 3A ##### d-1 .82 .49 177.29 $ .012 .38 .20 .96 .96 .38 $$$ .49 '.99 .55 177.35 * .012 .42 .21 1.11 1.11 .42 .55 1.15 .61 177.41 * .012 .46 .23 1.27 1.27 .46 $ # .61 / 1.31 .66 177.46 z .012 .49 .25 1.47 1.47 .49 $ # .66 1.48 .72 177.52 x .012 .52 .26 1.70 1.70 .52 # .72 1.64 .77 177.57 * .012 .55 .28 1.95 1.95 .55 # .77 SPECIFY: R - REVISE, N - NEWJOB, F - FILE, S - STOP 'Q ' �'b/ APT. BLDG # 4 3" Cm / / o / ULV. IE=4�.88 ' 1 / CB RIM 4 /,/ IE 6"P C SW=47 GRAVELAIL" DMH RIM=48.30(8 C NC. �4DEC. 18' Cj3NC. S.�4 .0ONC. Df.— 5.0 / $ � 6" VC NXE 45.0 ' GPASS 48 SSIJ / SS CD / SSMH RIM=48.24 o, m CHAN. 8 PVC = n o I A I CHAN. 8"PVC /S=37.7 —'._O SDMH RIM=48.a0 -� � -' RAn— � IE 18_-CClq . N.=43.90''� _ �.�� "P_- r CONC.,Es. 5.10 _ �� STRIP DRAIN u IE 18;.GONr,. S.=44 70—" - /'' .'� 'GRAVEL I I / 18" 4ULV. IE=42.96 v ten, 1 � PG 3 P � L4 y C L L3 = 33' T, '71(o 5+. 5 as f, 9 = 3 5° ZE aJ I's '-i-L 60uT Bond XjIt I-6 60' 41 �J ra .z Q d. ° of ... .......................................................a .};.e......... ... .. ............... ..... .. . ........_............................................. ............... .......... ............... 7.... ,•' ,,,.r��«► ..:�-+'� 'ram ,r � o N er Je 074 lel .011 40 62 w ./?r /,; / 1. �r rf 10.1 N yy f ti //v1 e It Jow 14f le 6.37 Op 0 N 40th/Meadow Ave N D. Carey Existing System -West of Lake Washington Blvd. 4/24/98 Private,starting at CB-1 and going to the west CB-A 48"Type 2 Rim EL 48.30 18" Conc W IE 42.00 18" Conc S IE 42.00 12" Conc N IE 45.00 32 LF 18" Conc. Pipe CB-B 48"Type 2 Rim EL 47.63 18" Conc E IE 40.60 18" Conc W IE 40.60 43 LF 18" Conc. Pipe CB-1 48"Type 2 Rim EL 33.99 24" Clay W IE 29.24 18" Conc E IE 29.48 18" Conc SE IE 29.90 Culvert to SE, appx 10 LF 18" Conc. Inlet IE= 30.58 45 LF 24" Clay Pipe Outlet IE= 27.76 Open Channel -appx. 48 LF Culvert- IE= 24.34, appx 10.5 LF to CB-3 CB-3 Type 1 Rim EL 25.56 15" CPEP E IE 22.24 15" CPEP W IE 22.48 81 LF 15" CPEP Pipe CB-4 Type 1 Rim EL 22.10 15" CPEP E IE 19.91 15" CPEP S IE 19.98 100.5 LF 15" CPEP Pipe Outlet IE= 18.26 EXSYSTM.XLS Page 1 r Fs - /V yDt� stI MLTAIIow Ave ooJr6r D .t' A Bs C. Q-4 � J��•,cPS , v rvc�. �ior.,- �, G/�✓� . 131vc�_ fv Z� Vie- W�,ti?+jfae__ C8-f3 0, 3_ y8, QAn_c.-er _%[ _ Ll_12y/19 C6"_� R IM l 31L.- -! u J`c o-1 nthL_ P,4 _ 6m - CoIvr 5E__i.-n-fit __ � , S� 3 �. 5� _ __.__ d✓c-�cal� NSo° 2_9. 94_. CC-A Sp RIM y8.30 ' -- I� z�,u✓ � �'E /S._6_8_ 29.E+8_ _ C.a--�3 SP_R!M y�,G3 2T_2`_f CUL__L_ 2`J_"lJout C� -- _ _60 4 2 I16 _NAVO 1138 4--_se +, _ t 20.�l o Z ,�6 �'CPS 1 _ ___ / -—=---• ____� �t ,S(�12- ---_ __�1R��!►s� .J.�.Z�o�1_ LVEi-..__�o C _N_ ATE F6 CuL �SN Ems} ;„ MP, 23 86 u 3 D ' 10 `1. 2 . 3o _2s.Sb � 5 A,rveL �g 3 - - 8 - - _ rs "� _ _ " . 3 Z 2y 8 IS w ce Alm o Ten . Q � R COL 3_J5" o� IT ----_9 __ r Lev 9 T_ _q. 216 'i 18. S8 jo /V J L1 « e of z� ,b3 ✓ Zr Z� CVO 2 c,6 3 r _ � �� /��pY�(1.�+G Su✓fir rt ALIL 15" Pl,Pc 1.3' o. � 1.0� 3' CULL --CUL2-_ _ - Vi. NN,"L Y- } c9A Q C, 1 QD<d Dilf6nr[J 4 _ 3eCVLo4 - _ Y Z � o CULZ C63 y 7 N 4Oth St. / Meadow Ave. N Storm Project Daniel Carey Open Ditch on Barbee Mill Property Date: 4/28/98 OPEN CHANNEL USING MANNING EQUATION For A Trapezoidal Swale: A = ( b + zy) y b = base width (ft) R = A / ( b + 2y SQRT( 1 + z"2)) y = flow depth (ft) Q = ( 1.49/n ) A x R"2/3 x S"1/2 z = z : 1 side slope ( z = horizontal leg) SOLVE MANNING EON BY TRIAL & ERROR - DESIGN INPUTS Target O = n 10.040 Slopes =10.06 Side z Flow Depth Width Area Hyd. Rad. Velocity Flow y ( ft) b ( ft ) A (sgft) R v ( fps ) Q ( cfs ) 0.25 1 .7 0.494 0.202 3.14 1.55 0.50 1 .7 1 .125 0.353 4.56 5.13 0.75 1.7 1 .894 0.482 5.61 10.62 1.00 1.7 2.800 0.599 6.48 18.16 1.10 1.7 3.201 0.644 6.80 21.78 SOLVE MANNING EQN BY TRIAL & ERROR - DESIGN INPUTS Target Q = n = 0.040 Slope s =10.04 Side z Flow Depth Width Area Hyd. Rad. Velocity Flow y ( ft) b ( ft ) A (sgft) R v ( fps ) Q ( cfs ) 0.25 1.7 0.494 0.202 2.56 1.27 0.50 1.7 1.125 0.353 3.72 4.19 0.75 1.7 1.894 0.482 4.58 8.67 1.00 1.7 2.800 0.599 5.29 14.82 1.10 1.7 3.201 0.644 5.55 17.78 OPNCHN.XLS KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 4.3.5C HEADWATER DEPTH FOR SMOOTH INTERIOR PIPE CULVERTS WITH INLET CONTROL 180 10,000 168 8,000 EXAMPLE (2)6. (3) ENTRANCE TYPE 156 6,000 D•42 inches (3.5 feet) - 6_ 5,000 0.120 cts 5' SQUARE EDGE WITH 144 6 S HEADWALL 4.000 tj_W' Hw 132 0 feet 4 3,000 (1) 2.5 8.8 5. 4. 120 (2) 2.1 7.4 1 _� - 2,000 (3) 2.2 7.7 4.- 108 3' �0 in feet 3' 96 1.000 3 PLAN �1� GROOVE END WITH Boo _ HEADWALL 84 — 2• -- 2. - 600 500 t 2. 72 400 = 300 1.5 1.5 1 fn Z <n i tr 60 u 200 / F 1.5 PLAN i UJ GROOVEEND 0 54 a PROJECTING 0 0 ~ v 100 z j 48 80 = , v 60 a- 1.0 1.0 tL 42 N 50 HW ENTRANCE 40 p SCALE TYPE W l.o cr 9 ►- 36 30 (1) Square edge with Q 9 3 W headwall 3 .9 33 0 Q 20 (2) Groove end with w 0 headwall S •8 .8 30 _ .8 (3) Groove end 27 projecting 10 7 7- 24 8 .7 6 ZTo use scale (2)or (3) project 21 5 horizontally to scale (1).then 4 use straight inclined line through D and 0 scales,or reverse as .6 / illustrated. 6 6 3 18 / 2 15 .5 _ .2 c4i -5 .5 1.0 —,y- 12 'u /I C G( �V�/f O n Z3a/ �C� / fi�� )"1196 7 D. 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P./ . . . . . . . . . : : : : : : : �,�:2y�:9 : : : : : : : : : : : : : : : : : CI LC = : : : : : : : : : : : : : : : : : : : : : : : : : : : ` : : : : : : : : : : : : : : : : : : ' : : : : : : : : : P��,�. � ..........................»..................................$ . ........................»....._.......................................-...............................»............».......»............................---.................._........: . . . . . _ I�ya;f/dvis? :Sr.�r:��yess. !�R► �i . .1.,! ©, DESIGNED DATE � ' 2 �8 FILE NO i s:fa n�c� TaP:e d: I € _^ . ' : : I> ��( DRAW j t .V.�.r.f... �.I. 's-- -�'. _ SCALE S!� h®f� FIaD 800X-- �AQE . . . . . . i . . . . . . . . . . . . . . . . . . . . . . . . . . ' CHECKED— . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NO. REVISION BY APPR. DATZ APPROVED SHEET OF PUBLIC WORK ....> ¢ .. i N j 1Ly'Ly.♦, " `QP` ....�.......I ,y� I :Q LA 1 f•F t i •ry`v....f�yy \ OIY�rI��r►�11rUi�r���� 'Avg.�, � .. s�.. �°��'••,� �\ .. ,•`..... u... a 4R Ult } ;z` Ul zil CA ��., .,...• Park Ave t...... �........., ♦ L •. (/) Ty I . :...... `f.. ff.f ~'`'L�,♦`may"Lh�4 `1"'�: L ....... at.:......... x ,..;..M .49�.Qw,.:, i° AVe. Ave:N . ,, H f.L. .......... :w.. +•.+....v.nv..,.v...«"..v.. ..%:x.•.w...w..,................ .............. ......,, / ++tt.vxn..yy, • I-405 .. 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Zip Code: ''h,Section,Township,Range: N W , .5 W �y , Sec TiOh 3 2 4 T 2 z/ N, .S I" Requested Information:M�,�s s l7yw .�., bit riC d e I e< 7FiiG p.r o u� lV <lb �t' St , 104rk Ave Al, Meg dak. .4wc Al. Type of Work: L /�ih' hew 12 1t6 Z y �►7 a n A,a/LJ , G t7 a CA Fax Request to: Electric&Gas,Gas Only (425)356-7527 Electric Only (425)462-3346 Delivery: XMail ❑ Fax ❑ Call when Ready,Will P-U Date Required: 12- 2 3- Puget Sound Energy 1122 75 St.SW,Everett,WA 98203 1-888-CALL-PSE ..... ..._.... ........ ........ .� D3- 2 .... ... ..... .... F 3,D3 / . ... ........ _... / ti. / { N `:40th. _. _ 3f4- 3D4-S D _3 ..,..... ............. ..,.r......... ........ ........ 3.C- 1:' 9 3 D4 3.D4-.4 r ;: _ . ..........:. :v_.. = ' _ _......z r :.. ....... < ....... •--.. # r �r C! 3.D4 :... f rac # —44 :: ` . cs > CL 411 ^meµ., vn. , 4:4.. �31M-74-7 _ �;• : 3 or :..... ..... ww�....»w�....., ._.. r C3 S DS-43 2 Q%? 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C/L TTOP BOLT=117.7 TO HOUSE #1409 N. 40TH ST. O - GRAVEL _--124-1 I w 2"CO . WV RIM=122.3 — — I + , TOP BOLT=120.4 20 / I WMH RIM=122.4 HSE.# 1417 / I TOP PIPE=117.2 GRASS I I 12"DEC. GRASS 24'DEC. I 12'DEC. I 39 00 I i I i r I12"DEC. / I r _ . . _ . . — . . _ . . _ I �R\ r14"CIIN. — - • — . . _ / APH. D I I v m 13'CO�u -- c V 15"IOfPL. i i II 0 I C SSS - I M to iz i I I0, I 138 00 0 o 0—� j I I� x I I ASPH. D — I z X / ISSS � , I Ti /;i/ I ^ t " I 14"DEC. m I GRASS CONC. ` m it GRASS j I / CONC. GRASS mIN w O) i m� I W 7 00I F Q� LHSE-# � GRAVEL CONC. � I ' / r ' SSMH RIM=125.50 n CHANNEL=118.0 GRASS ( I ! 12'CON. � I I HSE.# 3902 GRASS GARAGE i / \ CONC. HSE. # 3901 /--INm—cIIII IarlI1I, 16"CO—N � C 101, 1 6 t GRASS GRAVEL I WOOD E N C 77-777777 00 CONC. — ` J HSE/#382( CONC. C0 EL.=126.48 0 GRASS P Zi o r c / i I � r w WOOD FENCE y fi y HSE # 3821 00 MATCHUNE 135+00 MATCHLINE 13 ,Y35 0 j I � GRASS I 0 I t GRASS m Z . RET"WALL GRAVEL -SD s I I ci DRIVE CB RIM=129.2 -- � IE 12 CPEP SE=124.74 to t IE 12"CPEP W=127.0 C RIM=127.3 IE 12"CPEP S=124.5 l I 012"CP,EP NW=124.7 / J 1 I SDMH RIM=130.3 I o (nrTCNj'nnt`I T&KIK y' v: ' .......................... .............................. ............. ............ ...... ................ N ec m(liurc OTF5, p)c4;,trc MND. C-6 re ........... ..... .... . PORTION OF: N.W. 1 /4, SECTION 32 T C, 3" CMP • APT. BLDG # 4008 HSE.# 4004 cj U LV. IE-0"88 ip K Olt,: CQ RIM 48,0 I 'PVC SW=47.�E 6' , , 0 %—\\\ / / GRAVEL lb I I "o I I I fir iDEC. Al v �D E !�:DEC, 4- �DMH RIM-48.30' alMi;l 8" CQNC. W.=;,4 10-DEC. 2-DEC. is' C4NC. (D METAL 1 -�DES�E S-- 17 N 8 c C�IE V� 6 C N G ASS 1 4 6 GRAqS Ln w L4 48— 747�� SS/ SS SS io Iss z SSMH RIM-4-8 94 co ol ol rn In CHAN. 8 PVC =37.7o— co N. 8"PVC/N/S=37,70 CHIA lK, z z i AD u -ILI ...� SDMH RI M=4820 IE 18*--GOfqt. N.=4,3,9o--- —GRASS CONC—E,1=6�5.10 v I fl, STRIP DRAIN IE jEr--C,�. S.=44.7c)-------- ---- I I Wo I CB RIM466.83 GRAVEL 12CO�C. K=64.1� 18" 4ULV. IE-42r96 12 CQ�4 C. �O B"OCNC. S.=64.�0 All. lip v 4 " I,-A . .:./ �' -` % �/ 'J � / '/��0/' /60/ I ' i '11 i 1 � ' y� /� i w, 1 "=20'PLAN VIEW f ............... ......................................................................................................................... ............................................................................................................................................................................................................................................................... ........................ ....... ...................................................... �8 C/,/ nc, c . . . . . . . . . . . . . . . . . . . . . . ......................................................................................................................................... ................ ............................................................................................ ........................................... ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 70 ............................................................................................................................................................................... .. .......o.. .................. ................. ................................................... ............ .......... .. . . .-I........................................................... ECTION 32 T.24N., R. 5E., W.M. E.# 4004 GARAGE SE SE -- / EXISTING/RR SPIKE UP 0.7' S FACE P.P. N SIDE ?J 40th +- 15' E OF C PARK A N BM 634-638 ELEV=101.78 CON, . 01, I 14'DECi' i �� / 16" �1 / L ASPH. 12"DE �/ ' ASPH. IZ o r fly- --------�, ---- ---- GRA�S �' GRASS � i S'� CONC. ' O 1: — w w UGT/p ' ` ` Gf�A,SS '' p'D CONC. w T. 10+00.00= wc`� 9+88.35 SSVH _ S ss o C CHANNEL =74.40 ( RI =98 89 I SS m m I i O o m I.E. = 88.9 o + o S.D. M.H. + RIM--9 I I i '' R �� GRASS D'� o SD so r - � 4,GTH,-,ST . 1-4 � ,(,`B. RIM=94.78,'' + �/ I 3I C.B. RIM=101.0 '— �' �a' I.E.=93.1 1 LE.12NC. E=98.9 7 3 �6 I V 1 I.E.1 CONC. W=98.9 VU o I.E,T2"CONC. E=99.0 S w , w/ 51 I t > HOUSE I Q �I , � ,, n 1 "=20' I P _i.5 � + 0 .33', ................................................................................. ..... :......:.._......:..:... _ ...:...:..:..:...:.........: :..:..:...:.._.._...:.....: _ :..:...:..:......:..;..:..:. :..:..:...:..:......:..:... _ �.... ........................................ .................... ................. : . . . . . . . . . . . . . . . . i.......................................................................... .................................. .......: ............................ ............... ....... .......................:1:1.Q.. ............................................:.:. .., .. _ u `• id vF}.. 'Q• �� _ vy _ $s.d�, t :t x i!."�'.£,aEa i - x;'.'c,T._._' _ lif 1O'C0N. ( 24"C N . 4 T�h 5 T32 4CC. ................................; / 1 24"CED. �U i24"CON. ❑ / ;RASS 28"CED. �/ 24�CED. 5 / 2 30"CED. / w �N / IN7. 6+61.81= N —❑ ❑ / �� 140 00.00 i / (314 / 16+6181 140+00 �ss S ' o —SSMH-RIM=122.25 N CH ANME�L--110.80 GRASS I GRAVEL . : . o----o- o GRAVEL ---------------- - ------------ 1 ON. ® 24"C . . . . . . . . . 4 #644 3 "CO N. CON. : : :. : : ONC 3 _ IN NORTH FACE OF PP r•, 8 .........:......" ...............; � AST OF GRAVEL R D C L 409 N. 40TH ST. o GRAVEL 32'CON. l ti V1*1/' - s.z► [ IL"w HSE.# 1417 20 1 20i, ............................... ' GRASS For Vi,Ivc N%# wt - 4.2.5 - 5 �M : : : M 1 = 22" � t 12"DEC. „ GRA SS .....................;............... { . . . . . . • . . • . . + 0, LI 2 24'DEC. : . . . . r !� ............................... 1 9 00 . . . . .. . . . . /v7 J . . . : . . . . �1 W {:L 1 2.Z .3 y Ij i 2"vEC. Top . . . . . . . . F°Y C L �„ sZ� $, n 14-CON. D�P1h = EL IZo.4 3 t rn ................................... c� i I D,a �1 �jdYeJ E L [( �1. 23 ' A PH. v „ D _ s...............:................: I Zo.y m 13'CON. c CA I L 1 1 N I EL 1)7. 31 15L. ................... ............... p Irn 1 8 00 ....�.............................. �° I ....:................;...............; x S H x Z 14"DEC. m ...................................E 2 ' m (n . . . : . . . : ,� -�1 - I �� GRASS n C-1 II� o NJ . . . . . . . c� O I N z t O L-__---_---- N .....................:.............. —_—— : : : : . . . . I I CONC. m N GRASS I o -P- �' Z I 32T.24N., R. 5E., W.M. _ I � I HSE.# 3908 I HSE.# 3902 f I � I i 00 U?C6 'i Z � • l i \ Q V)Y o o o U�311 'YJ I IcI p I i ---------- 0 SS \� SS -------------- t — - O —�-- — _ \ u) y I _ M i as as —� /aS d/IJn d/1Jn �\' Z as as\ as _ as 9 V) 0 'c3 Q � � i 0 U � Z 0 O _ r y Z 1 I U /�i s 2 W h btoe;lu I i U � � \/�I G c-�G} I bTip o I 6N 8„Vulv, I w b I o • = w 0 Zuz 3 Q Io w p uw hs I ni 2 Z I =.353 .2s _ 2.8 ITo I ; �c 4.21 T4.k 6" I°P °� 8 ...................................................................................................................................._.................................................................................................._.................................. 7, u 12", '..............0...5.. . . . . . . . . . . . . . . . . . . . . . . . . . . .........,.......... M \ ; \ \ SS-- y� � �`. 3 � —•—SS— I fh _ — — — O } I — + _ ��) >. I sss 2 C.I. W ; W N w G fl- , I N N wIL all, 0 Z M N Q q N I I �co I V N II �® / i III °o I MN < W m�_ m / I .. �a N I Z \ Ioc o a _-�--❑ 1 q \ _ 1 I L) \ GARAGE 4-4 \ 0 \ I \ a I o \) r° X R I HSE.# 39 a —sss M o \ I Lo I a N \ r w D X M' I G .ro 3 W M o z p �111Q I \� I ' ZN� `a0 \ w w g i tr 0 I EL 1 20. N o, a-co---- sss—� o w k Z s�1Z J 15 cn � N= �y Ili• — � � 6•, N w31 oo T` CN 10I \ I I .. ........................................................._.............................................. «� :.:.:. :. :.: :.:.:.:. .:.:.:.: ................: ............:.:.: :.:.:. :.....:..:..; :.:....; } : : : : : : : :..::..:..:...:..:..:...:..: :..:..::..:..:..:...:..:..:. :...:..:..:..:...:..:..:...: :..:..:...:..:•.:...:..: . .. :..:...:..:. :....................... . . l...................... ................... . : W W : .....: ............. > > ............. :. ......,.... ...,................ ............,......: ............ ......... ............................ � • . DATUM . . . . . . . . . . . . . . . . . ;�. - : ' ; : ' .......................................a. .a..........................<........... ........ ....................:;.............................. ........................... CITY OF RENTON• CONTROLLING BENCHMARK: . . . . . . . . . 2116 = C 8c GS. BRASS DISK f 1NTERSEC�ION ' . . . F'N:' `:'S117E�7' L'AIC�. IfVASWNG.tbh1 BLVD. ELEVATION=42.15 .............j.:.........................., ................................................. .......................:...: .'.....:...,..;..:.........: :..:......:..:......:......: . . . . . 140 :.:.:.:.:.:.:.:.: :.:.:.:...:.:.: :.:.:.:.:.:.: :.:.:.:.:.:.:.: {.:................ :.:.:.:. :.:.:.:...{.:.:.:.....:.:.....t...................<........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. : : : . Q . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . :..:..:...:..:..:.... :..:..:...:..:..:...:..: :..:.•:...:..:..:...:..:..:. :......:..: a : :.:.:.: :.:.:.:.:.:.:.: : :.:.:.: ..................... ..........: ................. ....... p . . . ............ ............................ ..............................:................................................................................................. .............. 130 : . . . . . . :.:.:.:.:.:.:.:.: :.:.: .. .l�............: a....��� ..................... .. ........... .... ........ ............................ ............................ ............................ ........... . .. ... ............j................. .. ............ ................. ....... \,�....... .... . . . E 13 +. Z �.�.0...1 �•f1. :8........... ....... ........ :..:........................ 120 4 `� 1 ... .128+39.... t,. .. M...... ... 1 � DEPTH UNKNAN �. i I i DEPTH U. .. ...... R .................(..................... ' y............. NOWN ................................... ......... ................. ...y..t..r .;................. ..j.........:......... ..• ..d......:..:......:..:..., .......................{.:.. ...... ................................................ ...........1 �9+�0 .........'....: .;�....�,........ .. :�. .............