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<br />~~~~.' <br />"'~;..--O__ <br /> <br />[ <br />t" <br />1" <br />), <br /> <br />t'-'l, <br />j:]r <br />;::. <br />~'~ <br /> <br />." <br /> <br />r <br />ii, <br />Ij" <br />.'" <br />('it'" <br />lo:t.[ <br /> <br />",- .~~ <br />~,: <br />;,..:r <br /> <br />f, <br /> <br />-.; <br />, <br /> <br />~. <br />~, <br />:t' <br />,"'tJ <br /> <br />,......-\ <br />';. )~ <br /> <br />.' <br />:~ <br />~', <br />p~ <br />t>. <br />?' <br /> <br />I <br />~' <br /> <br />I <br />l <br />, <br />l <br />~..! <br />~ <br />~, <br />.~~ <br />, <br /> <br />HYDRO DATA SHEET <br /> <br />J 7_/1"7 /7 5> <br />L-L7~ <br /> <br />DATE: <br />BY: <br /> <br />Basin: <br /> <br />N'PIZ-"TI-I r=! ~L-r::> LIZ-Ee.J~ <br /> <br />Basin No.: <br /> <br />2- <br /> <br />-z. <br /> <br />Sheet Z. <br /> <br />of <br /> <br />Location: (point of interest) <br /> <br />E . ~~ '-= \ <br /> <br />f?. E.. "'1'''''> /;,.. ..J <br /> <br />(.\..'1 I.!! <br /> <br />""5 D LJ""Ti--i <br /> <br />or-:- <br /> <br />\\-\.~ L9""tlO..:)\)...Lkl=tL- '2,Il. ~~o (--^-,':"'f/Ib~IJl.:tt.w "'OiW~ <br /> <br />Tz ~l 12. (.,!?' - ) <br /> <br />Basin Parameters: <br /> <br />A (sq. mL) = <br /> <br />Lca (mL) = <br /> <br />. '-l '-\ <br /> <br />,36'" <br /> <br />L (mL) <br /> <br />';;lc..O~S' "''0- <br /> <br />.77. <br /> <br />Slope (%) = <br /> <br />1,1. <br /> <br />= <br /> <br />.. <br /> <br />t... 1 ~D <br /> <br />Flow Time <br />0-10 yrs. = ,7W\.t,J <br />10-100 yrs. = 1~V'n..,..J <br />6bb'---/~,::> _ Jo ' <br />- 'YV\. >--" <br />Degree/Type of Development: <br />I <br /> <br />{f../~D~ C. -<0., \ <br />( "' ,"'<\"r<> _ 8 -fP>) <br /> <br />(G,'<5Da?/~..p~ <br /> <br />\ <br />'i2-"'-':.. C'-/s7o \Mr>PUC.'i) <br /> <br />(A) <br /> <br />Existing 0 100"70 <br /> <br />A--.J0. b'=...r-='-? IT...../ <br /> <br />(B) <br /> <br />projectedD <br /> <br />I <br /> <br />(C) <br /> <br />Other <br /> <br />o <br /> <br />Hydrological Characteristics: <br /> <br />Pervious (%) <br /> <br />= <br /> <br />50;- CT = -40 <br /><-I':; CP = . 5"8 <br />,$ Loss (%) = .:; <br />.3- Imperv. Retention <br /> (in) = . I <br /> <br />Impervious (%) <br /> <br />= <br /> <br />Infiltration (in/hr) = <br /> <br />Perv. Retention (in) = <br /> <br />Storm Rainfall I/P: 1<:''::>, l2.b'i:lW <br /> <br />2 YR. <br /> <br />100 YR. <br /> <br />PMP <br /> <br />10 YR. <br /> <br />SPP <br /> <br />I, <4 '-\ <br /> <br />I, '?, ~ <br /> <br />2,2.D <br /> <br />3.01 <br /> <br />Forz. /2:..~\":> l=A.L..... C ATl"'> <br />!:.e-a 'o...,a\C.T I ,,~z. <br /> <br />op..,,'A, '-..>~ '1';...'";) <br /> <br />FRASIER & GINGERY, INC. <br />Consulting Engineers <br />