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INSERT "A' <br />SCALE - I" . 1000' <br />Concentrotior �� LA PORTE <br />`� \\ AIRPORT j <br />\ ����•, <br />ez5Ci <br />> 1 <br />0 <br />�E TOTAL FLOW LIMITED BY DITCH CAPACITY OF 33.9 C.FS.-1-�L�1-_L i <br />SPENCER HWY. <br />575+00 SBS WO 59500 605 X00 6r5 +00 6'25;4)0 <br />B3I <br />SYSTEM "8C" 831 826 <br />SEE INSERT "A" SEE INSERT "A" <br />t � <br />O <br />�D mil + <br />N <br />N <br />N <br />W <br />Z W <br />J z <br />T J <br />U = <br />Q Q Flow <br />�l_ ._ STATE DEPARTMENT OF HIGHWAYS <br />?1E Tfk <br />AND PUBUC TRANSPORTATION <br />SPENCER HIGHWAY <br />w. a <br />a DRAINAGE SYSTEM MAPS <br />STA. 615+00 TO STA. 625+09.82 <br />71 SHEET 15 OF 25 <br />FEDERAL AID PROJECT NO. S� ' <br />6 c� n � emfr e- at <br />SCALE - r• 50' sT�TE " couNr <br />r�� TUNS 12 HARRIS <br />mMrur.i CONT. SECT. JOB 40400 NO. <br />snrrw"rrrrr�rr..�..w.w 8020 12 011 MH <br />- rrerrueoa <br />Drainage Areas "C" Foelo► Ruin Time of Tolal <br />Taol Intensity Flow <br />Paved Commer " Unimpror. CA <br />Frequency (In./Mr.) (CFS) Flow <br />No. Acres 0.90 Obs 0.35 (Years) (Mm.) (CFS) <br />825 180.00 _ 180.00 63.00 2 41 3.03 191.00 33.9;E <br />B26 2.07 2.0T 0.72 2 10 6.76 4.90 4.90 <br />827A 0.27 0.2T 0.24 2 10 6.76 1.62 3.T2 <br />8278 0.48 0.48 0.31 2 10 6.76 2.10 <br />829A 0.48 0.48 0.43 2 f0 6.76 2.91 6.90 <br />B29B 0.91 0.91 0.59 2 !0 6.76 3.99 <br />B 31 7.15 7.I S 2.50 2 10 6.76 16.90 16.90 <br />B32A 0.40 0.40 0.36 2 10 6.76 2.43 5.81 <br />8328 0.77 0.77 0.50 2 10 6.76 3.38 <br />Drainage Areas "C" Factor Total Ram Time of Tao! <br />Pares ertio UnimproY. CA Ffe�Y (In./Hr.) <br />I <br />. <br />� <br />Na <br />Acres <br />(Yeors) <br />(Mirk) <br />(CFS) <br />AS' <br />0.90 <br />0.65 0.35 <br />828A <br />829 <br />i <br />0.24 <br />mss <br />_a <br />N86.54as"E <br />� <br />_-r[,77 <br />20i00-�_� <br />6.76 <br />COI•:, 2T <br />625{00 <br />_ - <br />- -- - I------- 833 <br />0.82 <br />0.53 <br />830 <br />10 <br />6.76 <br />3.58 <br />5.20 <br />B30A <br />0.51 <br />0.51 <br />I <br />0.46 <br />2 <br />10 <br />6.76 <br />3.11 <br />8308 <br />1.53 <br />1.53 <br />0.99 <br />2 <br />10 <br />6.76 <br />6.69 <br />9.80 <br />833A <br />0.43 <br />1 <br />z <br />2 <br />10 <br />6.76 <br />Na <br />Acres <br />(Yeors) <br />(Mirk) <br />(CFS) <br />Flow <br />(CFS) <br />0.90 <br />0.65 0.35 <br />828A <br />0.27 <br />0.2T <br />0.24 <br />2 <br />10 <br />6.76 <br />1.62 <br />8288 <br />0.82 <br />0.82 <br />0.53 <br />2 <br />10 <br />6.76 <br />3.58 <br />5.20 <br />B30A <br />0.51 <br />0.51 <br />I <br />0.46 <br />2 <br />10 <br />6.76 <br />3.11 <br />8308 <br />1.53 <br />1.53 <br />0.99 <br />2 <br />10 <br />6.76 <br />6.69 <br />9.80 <br />833A <br />0.43 <br />� ! <br />0.39 <br />2 <br />10 <br />6.76 <br />2.64 <br />B338 <br />__0.43 <br />_ <br />_ <br />0.84 <br />2 <br />10 <br />6.76 <br />5.67 <br />6.31 <br />