Loading...
HomeMy WebLinkAboutDepartment Notes & Info I ' i i i c t VAD 1 S _ a p� Q c:i.-14'1 £Q'V )c ' P?' 7. (7 1-"" �k _ _1 �� •, .( 1 `k ' 'kt , c€1 C .vat V44 L 2 . -,,46.'i 3:2, ' ._. �il:4.<, :1.1%62, �., 2 'D 2\ ) �ti1 o $"` 1 '1 � I � ._. s rr%NH 02 ASCI 4, c. = 6! © — C) Yp2 - �' j ,0($2\ _ -\ r"M )- 1 'A�r - "3\41 S'AJ-q ' C011-0,1 ‘SY -'g\ O a-Ari V I Sri °U' 9 4-iii. ,� I F 1 „`7, — _ , t,,,,,,,,p.,, ,, 1 _ _ ... V . -11,,, - -,;• _ , , , . . Utz, ' �S ' - rd , , i -- _ 1 ,,?)1, 1_�,4•I -_ o v 1 4 ^ _ '� - - ___ -_e,3___ d--- --� 1----- _. .. - 4 'NJ I — — - -- - ---- O o o \L1 &---_i - .9 ,' v o n G M 1r M :// µ o � ' - —�4-i G Q /1 i ....V.- , 4 cil 7 ,--i -- ---- 0'-0 G _ o i 'Gd0 --- - 9pyo \r -- :1 • d o Z u: 9 rte . c3 , a 1 _ _ 110 i KIR. b (.0,3 11 6. - Q iSQ.ar c..&C. r--- Q1- al•J QCs c., r,__ 1. 4 g4 , 34 e . I 1I I I i I I I ! i I I Project : JOHN KIRK 10-YR Date : 01-09-1987 Time : 10:09:53 Initial water surface elevation in feet . : 845.60 Initial inflow to the reservoir in cfs. : 0.00 Initial outflow from the reservoir in cfs . : 0.00 Stage-storage relationship for the reservoir ____________________________________________ Stage in feet 845.60 846.00 847.00 848.00 Storage in ac-ft . 0.00 0.31 1 .55 3.38 Stage-discharge relationship for the reservoir Stage in feet 845.60 845.60 847.34 Discharge in cfs 0.00 4.50 8.00 Inflow hydrograph to the reservoir . Time in hours 0.00 0.33 0.66 1 .00 Discharge in cfs 0.00 34. 12 17.06 0.00 • . . . . . . . - -- --- -------------- '- --'''--------------- ------------ - - 68^0 = sAnoq u.c uoT4exeI3 lead lo emTl 47g^9+;,8 = fleej. uT uozlexeI13 lead S8^0 = sAnoq uT abJeqzsTO lead lo em-cl 6S^9 = sJz wt e6..AeqzsTO lead :e4oN ---------- -- `---`-------------- --`----------------- --------- - +7L+76^0 +7E^9 2g^9478 00^0 00~ T 0LL6^0 6S ^9 47g^9.478 81 ^+7 26^0 08L6^0 6S^9 47S^9478 9S~8 G8^0 00S6^0 SE^9 2S^ 9478 +7S-2T SL^0 8268^0 g2^9 G+7^9478 SL^9T L9^0 SS08^0 TT ^9 047^9+78 20^ 12 8S^0 SZ89^0 26^S TS^9478 SS^S2 0S^0 478SS^0 89^g 6T ~9478 +79^62 247^0 6Lq8^0 6S^S 470^9+78 G6^SS GC^0 SL8T ^0 66^ 47 +78^Sf/8 g8^g2 g2^0 81/.0^0 69^+7 69^S+78 G2^GT LT ^0 L620^0 47g^ 47 29^g+78 29^8 80^0 0000^0 00^0 09^S478 00^0 00^0 _______-__ ___________ ______ '___-_____ '__'_____ ' ., ( 41^ ze ) (s1z) ( 41) (s1z) ( ^�q) ' abeJo4S molsgnO ebe4S molsuI amIl ATox.lesei awl. qbno_tql. qdeAboJpAq lo buT4no8 . . - Project : JOHN KIRK 1004R Date : 01-09-1987 Time : 10: 12:0 Initial water surface elevation in feet . : 845.60 *^ Initial inflow to the reservoir in cfs. : 0.00 Initial outflow from the reservoir in cfs. : 0.00 Stage-storage relationship for the reservoir Stage in feet 845.60 846.00 847.00 848.00 Storage in ac-ft. 0.00 0.31 1 .55 3. �8 Stage-discharge relationship For the reservoir Stage in feet 845.60 845.60 847,34 Discharge in cfs 0.00 4 .50 8.00 Inflow hydroqraph to the r�.?s�rvoir fime in hours 0.00 0.33 0.66 Discharge in cfs 0.00 48.94 24. 10 i`. '. • . . . . . . • • • ...... ............ ...... .. ................................ .............. .... . ......................... ......... .....________________ 26"0 = sinoq UT uoT4wAaT-9 -.lead lo awn., 4ao4. LIE uoui.eAaIA Aead 26"0 = s..moq uT an.leupsTo lead JO awn.. 82"/.., = ssD t.“ abAegpsTa lead L '! - I 472-L 96'9+78 00°0 00" T 9TES' I 82"L 86947B T6'S 26-0 602c.2, I L2"L 8694)8 TWIT E8'0 26947" T OT 'L E6"9478 2L"LT SL'O T9LE ° 1 EO"L 98'9478 E9'E2 L9"0 86E2" 1 TO"9 g/ "9478 L8-62 8g'0 98SO" T Pg"9 09'9478 47I *9E Og"0 oaFero ST "9 247'9478 247"247 247'0 06gg"0 TL"g 02"9f/8 69'847 6E0 LOE0 62"g 66"g478 80"LE g2"0 06210 28"47 9L"g478 2L"472 L1 -0 92470'0 Lg"+7 E9"g470 9E21 800 ' 0000'0 00°0 09-g478 00-0 000 ..........__________________........................... ..........._____ ____ ______.... _____________ ( 4S" De) (SID) ( 4.4,) (s13) ( " --04) abw_toqg m0144410 abeqs moTlui FAWTI ATOA.AaSa.1 aLift LibnoAiq. ydeJboApAg lo buT4no8 • . , '71 ,, I 44 ,rte,!, .. -_. =)'.. - u�, 'Ft.,. � .--, �3e-ail 4 ,-: : ;:-.1: 4:11::(4:./';': se es* N -' ' • JI r•,,.,,A„,,.,ri; _ , i s r771,c- e--,: 3 % ^t- M • � �c ..i F3.'1 I,. _J- Y s.:1',y ""`. $::6-'/:,.- , ,.��- //' • p +� r 3 . j - 4. r• -„ �� • _� ` ; gg_..'� l/r/' • /1 w-j .7---7-,T, _• _ :',/t2,-,.:,..---',..7-----i , -_-_ - , ,iiii, 1 1 /< I. �,i.k :'1 t ..] liiiii-.. / ...:;, . .. y „ ..,..:,..,„:„..„. „ ,_,,, ,„:__ _ , ,. . . r i .rte ' - • _ I -si`: K • - f �., Fa r LEGEND ' - I -*-•-- , •. 1 - - -� `-'i � S' iei ` - _ EXISTNG PROPOSED I _ k3 _ f qr\X�r !� R.O.W. WD7?I (FAN) I *' _ J\ ,., p � i a' N FREEWAY AS REQUIRED _- _ ly Ii e l i I EXPRESSWAY AS REQUIRED fr3•'Y-= r '. rim,- �,rn h:q�u-.- •�'MG'tfori / - IMPS. INSSIIIII PRIMARY 1;11 1t :a _ `..... _ 1._,: • .r.nt w.. .�,-1 THORQU(aYIFARE 100'. _ 4I 1 SECONDARY rl `-[i , __ COL LECTC)It �•.. ” ~c of \LW ----- 9+ THOROUGHFARE bU' -- sea `�_ F � �•w ,«.c=1, /(1/ STREET 60' • doe a. :-D.:-2..a..'""_ _, , rt,-. _ - -__ I l MtTERSECTION .,�N �_ sinxq ENntiE :ale -'--�"-`+�• J.. I LL ��' IMPROVEMENTS 1 Pi 1/--- LIQ I• s4 . -lamilton County, Indiana • Plate 10 "^ CSE `SUL er GRAPHIC SCALE IN FEET PrIg WOOLPERT CONSULTANTS 7:7..7 1984 4 PLANn ,ne.r RNORSCON 0F E• v F k - w � �_ti e ii ° c��� 1 �i�,_ t nnn ��� o00 El Ata1 1:113' - 4'lI_ti- :1SNiD11I ;i' ii.'7114"--. k'n'it NI ON COMMUNITY DEVELOPMENT fie 1