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BP-432 (292 Old Fall River RD)• ' • LOCATION D R AINAGE A -• • -. STRUCTUREFLOW IN STRUCTURE AT FULL FLO5�, AT DjSIGN FLOW STRUCTURE • • INVERT DRAINAGE COEr-F. INTENSITY SLOPE CAPACITY VELOCITY DEPTH VELOCI Y R N ol' C INCREMENT CUMULATIV SECTION I I —_ ... �� - cap® - - �m�� - - � - r �� • s� ; - - ®®®® �� ®®moo®�■■e�■■��i ii �i®� rm D X-n Mg D _mom. vo c �p cn p D i D rn SzM DyZ ® .0 i s f+l f1 m m N Q z o • m d -t o < a b 0 y Z � e a m >z m boo DESIGN St.iRAMARY-RATIONAL. METHOD Z 5" STORM DRAINAGE FLOW IN STRUCTURE ELEVATIONS AREA TIME OF FLO RAINFALL -RUNOFF AT DESIGN FLOW STRUCTURE GRAND LOCATION DRAINAGE STRUCTURE AT FULL FLOW INVERT SUR;`FACE i ` INVERT VELOCITY HEAD RAINFALL Df.S10N H UPPER LOWER UPPER] LOWER TO SLOPE CAPACITY VELOCITY DEPTH UPPER IN INTENSITY FLOW V OF FLOW V ' AREA RUNOFF p DIAM. LENGTH S of } � (FL) j}P�) (Ft.) ENO ENO END ENO D I(Ft./Ft.)itl D C CA R CA (MIN.) (Min.) U�/Nr•) (eff) (Ya•) (Ff.) (t}s) ( Ps) C LINO LOCATION TYPE OF DRAINAGE A COEFF• INCREMENT CUMULATIVE ENO SECTION(S N0. STRUM AREA NO. (AC.) Z csa - MH 9 KO D /7 ,•3S . /7/ m D /8 9 -03 30 .cog .008 3.L 4.1 .7Z 4.7 - 15'13 Is6.89 /6/.3tt 1G1.81 N r- .LTt..: 443 6.4 • l � 6. 3Z Z.Sv / Z 30 a � .53 .4d ZlZ v 0 V Z5 c8}. ! 1 , 30 .033 / / Z .ovB 3 •L 4• t •49 3.9 - 156,'9 /S6.t39 /61.3/I l6/. SI 3-M141 Rn�D .1 �•Z3 .39 2 =4 � . 20 .9S . t 90 . Z Z3 lo. 9 /sb.79 is¢.4 MN - NIL 17t . 2 Z 1 . otS 4,34 S.� . �6 (o.S Z6 _ ,��� 7,0 •4 �.zZ 4.14 12 /s'6 cno tZ o�D . 44 S .D D >r 1../4Z1 .49D 4n Z ! �B/QHGbS. O 4, 88 z -NROAD o7 .30 O Z I /� `� 5 .1/4 ,699 8,4 .19 � II •MH / r ME. /7 .40 .06 o n 6 '40 /bO,S .46 3 9 / a, S /zoAD . 31 . 30 . O 93 / Z / 3 .008 3. L • 1 i + . 6 3Z � 3� •a4�- 21.© I Z. S •r�4' � io.3 - t •s 1539 )�o,�)rl.o l - Z I-f qll- MHIL v 2oa�S ..Z 7 G . 908 S. � Nr T Fn 0 L � s j • /62.9 /62.77 /6�„3G /66.4Goc m •�t/io ltoAa /6 . 30 .048 / 6.ZZ /.l3 /1 ZZ' .008 3.Z �{,I .4Z 3•17 O 3 t4 .9S ./33 i!o-MN/o 2o�D .►S .30 .045 ZS /.?3 /Z S7 .008 3•z .l .38 3.5/43.t3 /6T77 /6':9Z5 /66.46 a 34 cB a . G•3 /GZ.l7 /55.GS /d",.46 /�•S 0 78 • - © Z,•3 /8 Z6v , ozs /6•S 9.3 .4_ - M!I o p. 37g o 's`1 V I r7 2okD •_ S ./Z .30 03(0 1.4Z /Z 4S ,vo8 3.Z .i 47 3.9 37 c�314 -HH// /go . 7-7- 6.7 . Z 6•Z7 9 S /S6.Z /s6.�S t�o.4o l6os 38 c13i7-rt/// iZo,4/� .30 , 033 008 3.2 4.1 . 39 3,S v c _ . 9S . /SL . /8S 7.0 . / (.ZZ /,7S /Z 13 I� SS, SS 3 j39 M1411-MI4tZ `78Q �.8 .o �.o� A;•o_L�•N . 789 2o.�rD 6,05 /5 � 4to .ov9 6,vS So /,zS S,a IS►,1 'v} % W 40 L�T�-M14 Lo46Z ra 65 /.053 c653 S 4 �1:35 Z1 /ZS 044 3Z•S /3.7 •,,r1 q. iS3,7o /4B.Zc �, 41 N/ - f/ 41 o d 1Z0,4D i - 44Z3 MMNNr3t-MN14 8 Z 202, 36 /46 z tors 8i .28`l 24 9S 2 oa � ooZ I A� o- q � -- /14474.7,959 /1954..9709 /!sso.4,7 4 tim tS Lors /Z 0.4 8r7 t0.4 . (0 5• �°1 1 Z�� J I=e)Z DES1C*^/ rQ AK STORM DRAINAGE DESIGN SUMMARY -RATIONAL METHOD z'S"tF*lz 5 ,Tol2M Z3j_'7 LOCATION DRAINAGE AREA TIME OF FLOW RAINFALL -RUNOFF FLOW IN STRUCTURE ELEVAT ICONS LINE NO. LOCATION TYPE OF STRUCT. DRAINAGE AREA NO. AREA A (At:) RUNOFF COEFF. C INCREMENT CA CUMULATIVE i CA TO UPPER END (MIA.) IN SECTION (Yin.) RAINFALL INTENSITY 1 (1o/Nr.) DESIGN FLOW 0 (tfs) STRUCTURE AT FULL FLOW AT DESIGN FLOW STRUCTURE INVERT %ROUND %URFACE DIAM. (is.) LENGTH (Ff.) INVERT SLOPE S (Ft./Ft.) CAPACITY Gf (efs) VELOCITY Vf (fPs) DEPTH OF FLOW (Ff.) VELOCITY V (fps) HEAD IIIUPPER (Ft.) ENO LOWER ENO UPFPER E'ia0 LOWER END Z Q f I -NH7 1.0714 /• 30 . G 3- S45- . S 4-5' /0 . Z S• 7S 4 SG /Z /08 . oZ / 5,114 G . (o . 7s 7. 6 - 16-5-.60 1 /8Z.73 /9&,7- / no /3 Z07'1S--1yy L o r l5' 4 /3 .63- . 73S 7 3 S /o Z S. 75' 4, Z.3 / Z 78 .014.5 q. ZS S S /, oa S, S - /8186 /8Z.73 /BI; g /g NY7 - MNG 40 rS /4+ S /. 56 0 /O, Z . 3 5.7Z 9.04 /S /46 • oZ0 9.20 7, S /.00 6, 7 - I8Z.48 179.56 / 9/; Dc /06.o /S GC38-�N6 �PD,bO .l7 .30 .OS/ .14 . 9S / SZ . Z0 3 7.6 .0 6. /Z /. 2 4 / Z /0 • 000 3. Z 4 . l .44 3.7 - l'I9.89 /79.81 l8¢::58 /Bb.oS 16 C99-/t'f/!(o oAD • / . 3c , oS7 , . /7 .95, . /6 Z Z 17 %• B . 0 6,08 473 /Z /O •008 31 Z 4 . / , 46 3.9 - 179,139 179.81 /8s ; 6B 186.0S /7 PfhH6 -1-fNS' La rs 14 fit /• S80 Roo-o fzz Z.00Z /D.S 5168 /1.37 /8 ZS6 .o29 /8.00 /,0./ .87 /0.7 - 179.31 171,89 18G,o5 178.7o /8 C616- rZo•4-10 ,v8 .30 .OZ4 •oB .95 , 074 . /Oo 6,4 Z 6.3Z .G3 /Z 48 .Oz(o5 5,70 714 ,Z3 4.S - /73,66 /7 m /77,.96 /78.'!0 C87- _A:r'H5' R 0.4D .7/ • 30 033 1/6 ,9S ./S'Z /8S 6,4 / 6.3Z /•/7 /Z 38 .0318 60•.30 g. / . Z9 3,13 - /73.60 /7Z,39 /7;ago /78.7o ZO ` A/g ZOTS i4 /5 A 580 g(R04DI 707 2,Z87 /0.9 . S 5.6Z /Z.8S" /B 277- .0160 /3. 30 7,3 /•/9 8.7 - /7/.79 /G7,44 /783.70 17Z.07- Z1 CL3►0 -lygB R0•4,0 .03 .30 Uo9 1/8 •95, /7/ /6o 4.0 ./ 6.76 AZZ /Z 3o .008 3.Z 44 3.9 - /68•18 /67,94 /7r,,43 /71.97- ZZ If611-MFI8 120Ao ,/o •30 ,03v ./(, •95, • /sZ . /8Z 557 .D G•¢4 /•/7 /2 /D .008 3.Z 4./ .43 3.7 - 168.0t /67,94 /74'!•43/77.SZ Z3 /`/N8 - .FEND o rs f f/5- /, 580 ' 2 o44 os % 0 6 9 Z • &4 9 11.4 5.56 l •4,73 Z4 //0 005 /6. 0- S, / 1.50 S.9 - 166,94 /66.39 /7,Z,S A � �mD �m> -- m O D cn _n I 8v -+ zrvl rn ; Z �;u > ch o (7 C. a m fn to � � o b o a ' j C G C7 Vf m N1 RI ffl -•f O V N i 0 I� 0 -ft f I I STORM DRAINAGE DESIGN SUMMARY —RATIONAL METHOD Z5Y�,42 LOCATION DRAINAGE ARE LINE NO. LOCATION TYPE Of DRAINAGE fTRUCT. AREA NO. AREA A (Ac.) RUNOFF COEFT. C INCREMENT CA A CUMULATIVE i CA TIME TO UPPER ENO OF FLOW IN SECTION RAINFALL — RAINFALL INTENSITY I J C8/ -MH ♦ ?DADS . ZZ .30 - 2 ,ZZ .30 •066 LZS . 35 , 438 3 4 �o rib -MH4 GBZ- MH4 [ o r i6 ROADS Z,00 A74 os ,40 .6 5' • 3o • ,Boo 1,131 .01.5, Aaaif 1.131 Z4,4 /O . / ', 75* .08 •9S . ,076 -� •47, , 3o . / Z,�. ,// •35 -039 5, HN¢ -My/ GOT/L *A Z, SZ .40 /, Oocq /, /.3/ /, Zl.4 6 MN/- &9Z Z+' iZoA+(Jg • a 9 / 0,417f'7 /, 2 2 2 /o . / /, O 5, 79 RUNOFF FLOW IN STRUCTURE' ELEVATIONS -+ m D _.m -�—� �D IJ) v I 0 I = CID6. rn cn p c� =r D szm :0 I o n DESIGN FLOW 0 (tfs) STRUCTURE AT FULL FLOW 1. AT DESIGN FLOW STRUCTURE INVERT UPPER LOWER ENO END GROUND SURFACE FLIPPER LOWER END ENO DIAN. (in.) LENGTH (ft.) INVERT SLOPE S (Ft./ft.) CAPACITY Of (Cfe) VELOCITY Vf (fps) DEPTH Of FLOW IFI.) VELOCITY V (fps) HEAD H (Ft.) —' - /o •oi/ 6,B S;6 /Iz5' /. ZS s,G 6.3 — 17Z.47 173.69 MZ,36 /73,90 P17i8 /tg /77.sg 7S .zo (,S' lS /8 .o/o S 5.3 s-.o iZ 16 .ozo S.ao 6.4 /,oa G.4 174.0 /73.75 1778.22 178.40 4. S - 173, Z S 17Z. / / / F7B.6o /77 s 7.0 .0 S 7. 6 4, Z /. / 3 - E: III �ii��■■�mmI ®®®®®yes__ _®® JUL sn■�®®ems ®® �®®-o �®���