Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Drainage Report
Mid States Engineering • ~ Transmittal To: r�ivL.0 ar :„ Date: 2 /719 7 Attention: /.moo, Project W ef.. — _ Re: � `" 0.7 �� - M.S.E.Job No.: 2 �g 7— o 0 Mail ,,'Messenger 0 Express ❑ Pick Up We are sending herewith: Check Description Copies 0 set(s)of construction plans The information as per your request 0 Please review and respond = • Ø�z :21cr& cr c See remarks below. Remarks: /76 c From: CC: / • Mid States Engineering, Inc. • 941 N.Meridian • Indianapolis, IN 46204 • (317) 634-6235 TO CLIENT <.. .1 W0_/de`, /60; Z 7 - 075- / ///.7-vg-; LOrv..c2,...,...,,,. rr---4 i)A--€---1--- ct--- i°2-2-- -"gL IA‘ ,/ K.),_.e.f--12--;-,._64!,_ .s7-.,-5,-- .,,e,,,,j..f ,..4..-e_ --7.21 4_46 ,..-?,6 ....„,<J-1..,..,,- R4 ...f...y--?-1,-1,.. "6,--, c 0-14.,*.---,.. .^,•-is- • G /. 2, Qei J ,A,74-- -3. aha , "Ali 6-: / di 2G«1.G,SO-i4 .(,.JT 4 7 4---f-ret- /Ay,- 2,e...t: 6,- t_i/ji ,cam, ,g - /. -- . ' ,,,. 01,,,._ / ' P,,, -9 IJ -4-yl. ---i,- 9. Gt.,' j.,...i.,-t_ „ti.,...)--:,..";11., ft_.<1..<_4_2„)-. 4-7/-A-LL. if O'r /O, ui.,- ,c._)--rji., O---- /,eit"..e-, 6,_,,Z(.2,.. ...".,, //" . y-�-r'J"✓., ,�" ljL.. C.,;.I..._.i'_c,...7,2 ,, . (z • 2,4.....e_..* 04,46e,-, 0_,_). v /4/. 6,4,-, v - / S-9 /1---4 . . e-A-)/e- /.-41 CA•�, 0,7, . re` 4--"-- vri /6 . bft-u- -, ice. ,--..-`"1" elj"._ Y - h` V /771-r.1_,_;,34, /....-,:--- 1._..,,,_. ,:77' ,,1 J /,. /44'.'e "x"---'7 /10./1"fL(.79-A- -- //r,..,--77)•4'-• ,e .,..J--.....& i--/-.,?(Z-4,,A7,---; t.,,,, d< P-'2,4--.1- ,:' ' . Li Zgi lc- / .1_,,-1.ert,,4 0 ,, . ,e_je_47e, ciii - ,.2_,CW,,,,.. - �(/�A,� J/�- -6-i ��� �L O'er"- „a c--c...-25t...--,--6- I 7+ A-2/4- —t& mg--u.+ /-;fel .0!4 4 /yI 4. frott,...k.. i 4*-`ri- 21_4 plat. / ,/,_ /s --/o7;;_,_ ,,..,„674_-_?4- ,.,_.„4.., „yles--,1,61 (----t-- '0 j—r_...c—7 1- l'---)..e-' ,d__,Yr.:„..& r./.9„, .6.--j<- "dt.4.- a.,--1- e.-- /(::;:i 7 (......"...4.4.4.,.. ,,e4-iv-'-6-t- .p.1.4' •,....-" " l'e-°--11."..;,e / 9 , ._,,v ,,,--„t /1 .,,, „, „,, , , c.,„,_.„ er„ ,z,..,......_'-'4. oi: — , CiQ ~i^. a +4_ e'er' ' /41.L a'%).f-- "...th-IX"'"i 'el %:. Z /, a_,/.6.../ fr.16„/ . .0 _,,,,, ,,,,,,,,,(� �J) /--, e),,-,?..d tiQ Y et—d 6 / e-67l —N` �.37' Gr 4 4 /4...,,7-1- CA---Z-Gr-- .1....4:4*,-,;.1"."/A./Z2 tejr:-.1. : •-•10-^_9- ,12; /le'41,7j. 4-4---J--e C ,L,/,-16.L .. f/:/t.t."—a41. 1-, tilti.A.)1,e 71 .,,,7f1 WAth,/,_..4.2.7.44/ /6/1 • ( :". /2''!,..g 4.••A- 7i..; 4.AO/j.1 7c;j 9.,..{.:;.t.,L.P.: ..").....!A_2. / /�'%.�. (---jaC7 6' ,..2_4_,(_.6.e.e /7,;4„,:. ___ iy /Lid ,,P-t-cp& kz,..._, . c ti 2q ? /G. / /Go,'Q /// gy7 dc_7 /p ' / ��Q-soh /°0 ,/-0/0 ao /; J y- /-o/0 //i2 e o 71 /�O! /dc, / //dr g h-6/, div �� G . /o / - -frorr /--/od�j triVc 7`0 �/^ 0/ /G /. rr/t . /17. at.cr_-j /F.;a_s/n /D 2 - C �- ll� 0/Cf �r t/C �/y he S i/c r /ri ✓c . /(G. 5 f a c. i o 3 - C h,o n ; r V f 1!j C 7'4.) e o 7 /ueele o cl f c / w ,fr Co_tf, e / Crcck . P-. 86 o.t., �ea« /ow: Tn rt.) /la /, c✓C/ AZ///1". egt v r /Oe _ to�Jr, y h/Q /a/e oc, 1/ ! oo / e. Z tlo, /o f 5/, / .5"-g� lob) /01) /ozn t7L,.3 /c3 /vQSi� J00 e;' CIUd /I/a /Llein ()` U;41 /Q 29, D ot. /J/ n 7s / /1J-/ / Z / .37, C /17'� V roloo scci H c/e p7/c/ � �/ /✓L Q n cef /7/, d4 Zr i vo- o�/ /fro.rr. ZLv CeJk,ov (r^ . /S'( Cca-)It/ " ape _ _ d r s2 Ts Order. CA e,rfc. ! /� ,O/a/0orc to e FIs /h) `' CM/ 7/0 incie4C7pac /2 Ira ' -211 1. u. ,.., ,. r., _ .. ,, ,_ ., ,..... , II "315 �� g. '1 C = - rEaxar,. v;Y � ks: 32 tt.' ,' ,- -- 9'�—' N eo(L�r r �, 57'30" \ — �_ \ --_ T. 18 N _ rL -- T. 17 N .�.• z ���, r �; z/6TH O��- ♦ ' T OTREET •If iters 7 t. —7.5 ` �; `\ '' - - - - _- rt r _. t •-----" O __f,_. Q. _ ^ •• °Q 1-7: .�. , ► a'A`' — 735 _ `-'I , 0 j t-�-' II*: _,) _ _ I, r� 9 �i' _ C r r5E - �'� �y - a' r' I 6 2 I 5 ��'l � sJ 1122 756• • I ^✓ ;I i Q - v t , � _ ti z O ,tt a Irli ti vliti- = r =ui ' �v+r — _ � 8H I`1.`(`�jr` tr • U-- -- � t y Well . _ i 4 785- ` i� z.. !' ,---7*--.::::;. `` r - -''�.� .. �`I2`-.. t ' � -`—WV �1. • Water y � 1 - $ = • --E• ST 1 o6 't.',Pr.-',„,,,, `v - - STRE llllll -a:. `'- ,,_Jd�. r. : - • lir, i �(' J/} �� oo r C • � = _ 1µ_ _ , :;,(2 �r,QE�y- it I /�"�,-�J\ �O- -�^ - .Ji-wld 4 �' de -Theit1. � k••:. �, I V inn __. _P } P4'ELINE «i i 7 n �' ar • h� C21. 755t- b : r' '.€ '''ts4t [viii N // Pt i s.f HAMILTON"— '! • . . 7., L _ _CO £45 J %TH-. •••,. r''''' • t-_'__5._ ...44444""4."......-1 I • 1 G`". ct �' w, j u19 ' / 0..� I • (iN�F•P 733 RIVE R O 7 c�' i� �ti /� B tjfo 55' at 4\4' 71 1 ii ,o• „....---1#0. n 4q _1 7q- ° 8 '' I) '''el ,. _ . 11 -- i t 0 4, Ili ' 's*..‘-'p", '' ''' F �jJ� 1�e ,; l% / �f.' V :�a l4J [�*�'+.. },r • C) Cooyright - R. D. Ghioto - 1984 __ �� BASIN 100 287076 WALDEN POND 10 YEAR 6 HOUR IN HOLIDAY HILL -- -S — BASIN INPUT DATA ===============_ BASIN AREA SCS CURVE NUMBER 88^ 79 ACRES INITIAL ABSTRACTION ' ' `` 0. 50 INCHES TIME OF CONCENTRATION 10. 00 SCS SHAPE FACTOR MINUTES 256 OUTPUT SUMMARY STORM RAINFALL 3. 30 INCHES STORM DURATION 6. 00 HOURS TOTAL RUNOFF 1 . 47 INCHES PEAK RUNOFF RATE 18. 16 CFS TIME OF PEAK 3. 05 HOURS UNIT GRAPH VOLUME 1 . 00 INCHES REFERENCE FILES INPUT DATA D: 7076HHX DAT OUTPUT TO DISK ^ 7076HHX RAINFALL DISTRIBUTION RAIN2. RAI UNIT HYDROGRAPH UNIT1 . UHG . . (C) Copyright - R. D. Ghioto - 1984 _ _ _���������� ���' BASIN 101 287076 WALDEN POND 10 YEAR 6 HOUR IN HOLIDAY HILLS ==================BASIN INPUT DATA ___====== ================= BASIN AREA SCS CURVE NUMBER 14. 19 ACRES Si . 0 INITIAL ABSTRACTION 0. 47^ INCHES TIME OF CONCENTRATION 900 MINUTES SCS SHAPE FACTOR �56 OUTPUT SUMMARY STORM RAINFALL 3. 30 INCHES STORM DURATION 6. 00 HOURS TOTAL RUNOFF 1 . 53 INCHES PEAK RUNOFF RATE 32. 96 CFS TIME OF PEAK 3. 05 HOURS UNIT GRAPH VOLUME 0. 99 INCHES REFERENCE FILES =--- INPUT DATA D: 7076HHX DAT K OUTPUT TO DIS ^ 7076HHX RAINFALL DISTRIBUTION RAIN2 RAI UNIT HYDROGRAPH ^ UNIT1 . UHG . . (C) Copyright - R. D. Ghioto - 1984 BASIN 102 287076 WALDEN POND 10 YEAR 6 HOUR IN HOLIDAY HILLS BASIN ================== INPUT DATA ---=== BASIN AREA SCS CURVE NUMBER 16^ 89 ACRES 79. 00 INITIAL ABSTRACTION 0. 53^ INCHES TIME OF CONCENTRATION 900 MINUTES SCS SHAPE FACTOR 256^ OUTPUT SUMMARY ===========-------==============---- STORM RAINFALL 3. 30 INCHES STORM DURATION 6. 00 HOURS TOTAL RUNOFF 1 . 39 INCHES PEAK RUNOFF RATE 35. 16 CFS TIME OF PEAK 3. 05 HOURS UNIT GRAPH VOLUME 0. 99 INCHES REFERENCE FILES === _ INPUT DATA D: 7076HHX. DAT OUTPUT TO DISK ^ 7076HHX RAINFALL DISTRIBUTION RAIN2. RAI UNIT HYDROGRAPH ^ UNIT1 . UHG (C) CoPyriaht R. D. Ghloto - 1984 .287076 WALDEN POND 10 YEAR 6 HOUR IN HOLIDAY HILLS BASIN 10: BASIN INPUT DATA_`___-- -----. BASIN AREA SCS CURVE NUMBER 810.00 ACRES INITIAL ABSTRACTION 0. 50 INCHES TIME OF CONCENTRATION 10. 00 MINUTES SCS SHAPE FACTOR2J�7 11� - _-- OUTPUT SUMMARY STORM RAINFALL - . _0 INCHES STORM DURATION 6. 00 HOURS TOTAL RUNOFF 1 . 47 INCHES PEAK RUNOFF RATE 30. 69 CFS TIME OF PEAK:: :1% 05 HOURS UNIT GRAPH VOLUME 1 . 00 INCHES REFERENCE FILES INPUT DATA D: 7076HHX. DAT OUTPUT TO DISK 7076HHX RAINFALL DISTRIBUTION RAIN2.RAI UNIT HYDROGRAPH UNIT1 . UHG . . ^ BAS�-- -� '/-- � / NODE REL ATIONSHIPS - - - - - �- _ -- INDEX NODE ' SUB-BAS INS 1 100 100 0 0 0 0 ^� 101 100 101 0 0 0 0 7 102 100 101 102 0 0 0 ` . (C) Cooyright - R. ~ D. Ghioto - 1984 2870 ` - ^-�-------- /b WALDEN FOND 10 YEAR 6 HOUR IN HOLIDAY HILLS ---- ROW 1 COLUMN 1 =============================== INDEX 1 2 3 NODE 100 101 102 TIME RUNOFF RUNOFF RUNOFF HRS. CFS CFS CFS =_______====__ 0. 00 0 0 0 0 ---- ^ . 00 ' - 0. 05 0. 0 � . � 0^0 . 0. 10 0. 0 ^ 0. 0 O. 0 0. 15 0. 0 0. 0 0^0 0. 20 0. 0 0. 0 0. 0^ 0. 25 0. 0 0. 0 0. 0 0. 30 0. 0 0. 0 00 0. 35 0. 0 O. 0 0^0 0. 40 0. 0 0. 0 0^0 0. 45 0. 0 0. 0 0^ 0 0. 50 0. 0 0. 0 0^0 0. 55 0. 0 0. 0 0^ 0 0. 60 0. 0 0. 0 0^0 0. 65 0. 0 0. 0 0^ 0 0. 70 0. 0 0. 0 0^0 0. 75 0. 0 0. 0 0^0 0. 80 0. 0 0. 0 0'^0 0. 85 0. 0 0. 0 0' 0 0. 90 0. 0 0. 0 0' 0 0. 95 0. 0 0. 0 0' 0 1 . 00 0. 0 0. 0 0' 0 1 . 05 0. 0 0. 0 0' 0 1 . 10 0. 0 0. 0 0. 0 1 . 15 0. 0 0. 0 0' 0 1 . 20 0. 0 0. 0 0' 0 1 . 25 0. 0 0. 0 0' 0 1 . 30 0. 0 0. O 0' 0 1 . 35 0. 0 0. 0 00 1 . 40 0. 0 0. 0 0. 0 1 . 45 0. 0 0. 0 0. 0 ' 1 . 50 0. 0 0. 0 0. 0 1 . 55 0. 0 0. 0 0, 0 1 . 60 0. 0 0. 0 0. 0 1 . 65 0. 0 0. 0 0. 0 1 . 70 0. 0 0. 0 0. 0 1 . 75 0. 0 0. 0 0. 0 1 . 80 0. 0 0. 0 0. 0 1 . 85 0. 0 0. 0 0.0 1 . 90 0. 0 0. 0 0. 0 1 . 95 0. 0 0. 0 0. 0 2. 00 0. 0 0. 0 0. 0 2. 05 0. 0 0. 0 0. 0 2. 10 0. 0 0. 0 0''0 2. 15 0. 0 0. 0 00 2. 20 0. 0 0. 0 0' 0 . . . ° (C) Copyright - R. D. Ghioto - 1984 287076 WALDEN POND 10 YEAR 6 HOUR IN HOLIDAY HILLS ----- ROW 2 COLUMN 1 INDEX 1 2 3 NODE 100 101 102 TIME RUNOFF RUNOFF RUNOFF HRS. CFS CFS CFS 2. 25 0. 0 0. 0 0. 0 2. 30 0. 0 0. 0 0. 0 2. 35 0. 0 0. 1 0. 1 2. 40 0. 0 0. 1 0. 2 2. 45 0. 1 0. 2 0. 3 2. 50 0. 1 0.4 0. 4 2. 55 0. 1 0. 5 0. 7 2. 60 0. 2 0. 7 1 . 0 2. 65 0. 3 1 . 0 1. 4 2. 70 0. 4 1 . 4 2. 1 2. 75 0. 6 1 . 9 2. 9 2. 80 0. 8 2. 6 4. 0 2. 85 1 . 3 3. 9 6. 2 2. 90 2.6 7. 9 13. 0 2. 95 6. 8 20. 2 33. 9 3. 00 13. 7 39. 9 67. 5 3. 05 18. 2 51 . 1 86. 3 3. 10 17. 8 48. 9 82. 2 3. 15 15. 8 42. 8 71 . 9 3. 20 14. 0 37. 5 63. 0 3. 25 12. 5 33. 4 56. 0 3. 30 11 . 1 29. 6 49. 7 3. 35 9. 9 26. 3 44. 1 3. 40 8' 9 23. 6 39. 7 3. 45 8. 1 21 . 7 36. 5 3. 50 7. 5 20. 0 33. 6 3. 55 7. 0 18. 3 30. 8 3. 60 6. 4 16. 6 27. 9 3. 65 5. 8 15. 0 25. 1 3. 70 5. 3 13. 3 22. 3 3. 75 4. 7 11 . 9 19. 9 3. 80 4. 3 10. 7 17. 8 3. 85 3' 8 9. 5 15. 8 3. 90 3. 5 8. 2 13. 5 3. 95 3. 1 7. 4 12. 4 4. 00 2. 7 6. 8 11 . 4 4. 05 2. 5 6. 4 10. 9 4. 10 2. 4 6. 2 10. 4 4. 15 2. 3 5. 9 10. 0 4. 20 2. 2 5. 7 9. 6 4. 25 2. 1 5. 5 9. 3 4' 30 2' 0 53 9. 0 4. 35 2. 0 5. 1 8. 7 4. 40 1 . 9 5' 0 8. 5 4. 45 1 . 9 4. 9 8. 3 . . (C) Copyright - R. D. Ghioto - 1984 _ _ -- -- 287076 WALDEN POND 10 YEAR 6 HOUR IN HOLIDAYHILLS ROW 3 COLUMN 1 =============================== INDEX 1 2 3 NODE 100 101 102 TIME RUNOFF RUNOFF RUNOFF HRS. CFS CFS CFS __ 4. 50 1 . 8 4. 7 8. o 4. 55 1 . 7 4. 5 7. 7^ 4. 60 1 . 7 4. 4 7. 4 4. 65 1 . 6 4. 2 72 4. 70 1 . 6 4. 1 7. 0^ 4. 75 1 . 5 4. 0 6. 9 4. 80 1 . 5 4. 0 6. 8 4. 85 1 . 5 3. 9 6. 7 4. 90 1 . 5 3. 9 6. 6 4. 95 1 . 5 3. 8 6. 5 5. 00 1 . 4 3. 7 63 5. 05 1 . 4 3. 5 6. 0^ 5. 10 1 . 3 3. 4 57 5. 15 1 . 2 3. 3 5. 5' 5. 20 1 . 2 3. 2 5. 4 -J. ,...1 1 . 2 3. 1 53 5. 30 1 . 2 3. 1 5'2 5. 35 1 . 1 3. 0 5. 1' 5. 40 1 . 1 3. 0 51 5. 45 1 . 1 3. 0 5' 0 5. 50 1 . 1 2. 9 5'0 5. 55 1 . 1 2. 9 4. 9 5. 60 1 . 1 2. 9 4. 9 5. 65 1 . 1 2. 9 4. 9 5. 70 1 . 1 2. 9 4. 9 5. 75 1 . 1 2. 9 4. 9 5. 80 1 . 1 2. 9 4. 9 5. 85 1 . 1 2.8 4' 9 5. 90 ` 1 . 1 2. 8 4. 9 5. 95 1 . 0 2. 7 4. 7 6. 00 0. 9 2. 4 4. 1 605 0. 8 2' 0 3. 3 6. 10 0. 6 1 . 6 2. 7 6. 15 0. 5 1 . 3 2. 1 6. 20 0. 4 1 . 0 1. 7 6. 25 0. 3 0. 8 1 . 4 6. 30 0. 3 0. 7 1. 1 6. 35 0. 2 0. 6 0. 9 6. 40 0. 2 0. 5 0. 8 6. 45 0. 2 0. 4 0. 6 6. 50 0. 1 0. 3 0.5 6' 55 0' 1 0.2 0' 4 6. 60 0. 1 0. 2 0. 3 6. 65 0. 1 0. 1 0. 2 6. 70 0. 0 0. 1 0. 1 . (C) Copyright __ R. D. Ghioto - 1984 -_ 287076 WALDEN POND 10 YEAR 6 HOUR IN HOLIDAY HILLS — -- ` ROW 4 COLUMN 1 INDEX 1 2 3 NODE 100 101 102 TIME RUNOFF RUNOFF RUNOFF HRS. CFS CFS CFS 6. 75 0. 0 0. 1 0. 1 6. 80 0. 0 0. 0 0^^ 0 6. 85 0. 0 0. 0 00 6. 90 0. 0 0. 0 0^ 0 6. 95 0. 0 0. 0 0^0 7. 00 0. 0 0. 0 0^0 7. 05 0. 0 0. 0 0^0 7. 10 0. 0 0. 0 0. 0^ 107. 10 0. 0 0. 0 00 ` (C) Copyright - R. D. Ghioto - 1984 BASIN 100 287076 WALDEN POND 100 YEAR 6 HOUR INHOLIDAY HILLS ==================BASIN INPUT DATA BASIN AREA SOS CURVE NUMBER 88^ 79 ACRES INITIAL ABSTRACTION `^ "° 0^ 50 INCHES TIME OF CONCENTRATION 1 SCS SHAPE FACTOR «^ »U MINUTES 256 OUTPUT SUMMARY ======= STORM RAINFALL 4. 30 INCHES STORM DURATION 6. 00 HOURS TOTAL RUNOFF 2. 28 INCHES PEAK RUNOFF RATE 29. 02 CFS TIME OF PEAK 3. 05 HOURS UNIT GRAPH VOLUME 1 . 00 INCHES REFERENCE FILES INPUT DATA K D: 7076HHC. DAT OUTPUT TO DIS 7076HHC RAINFALL DISTRIBUTION RAIN2 RAI UNIT HYDROGRAPH ^ UNIT1 . UHG . . (C) Copyright - R. D. Ghicnc, - 1984 BASIN 101 287076 WALDEN POND 100 YEAR 6 HOUR IN HOLIDAY HILLS BASIN INPUT DATA BASIN AREA 14. 19 ACRES SCS CURVE NUMBER 81 . 00 INITIAL ABSTRACTION 0. 47 INCHES TIME OF CONCENTRATION 9. 00 MINUTES SCS SHAPE FACTOR 256 OUTPUT SUMMARY =======_ STORM RAINFALL 4. 30 INCHES STORM DURATION 6. 00 HOURS TOTAL RUNOFF 2. 35 INCHES PEAK RUNOFF RATE 51 . 79 CFS TIME OF PEAK 3. 05 HOURS UNIT GRAPH VOLUME 0. 99 INCHES REFERENCE FILES =______________ INPUT DATA D: 7076HHC DAT 7076HHC OUTPUT TO DISK ^ RAINFALL DISTRIBUTION RAIN2. RAI UNIT HYDROGRAPH UNIT1 . UHG ` . (C) Copyright - R. D. Ghioto - 1984 ' - _ BASIN 102 287076 WALDEN POND 100 YEAR 6 HOUR IN HOLIDAY HILLS =============== ==BASIN INPUT DATA =====.====..,,===.,======.,=== ===,,=,-= BASIN AREA SCS CURVE NUMBER 16^ 89 ACRES 79. 00 INITIAL ABSTRACTION 0^53 INCHES TIME OF CONCENTRATION 9^00 MINUTES SCS SHAPE FACTOR � 256 OUTPUT SUMMARY STORM RAINFALL 4. 30 INCHES STORM DURATION 6. 00 HOURS TOTAL RUNOFF PEAK RUNOFF RATE 52^ 18 INCHES b. G1 CFS TIME OF PEAK 3. 05 HOURS UNIT GRAPH VOLUME 0. 99 INCHES REFERENCE FILES INPUT DATA OUTPUT TO DISK �: 7076HHC. DAT 7076HHC RAINFALL DISTRIBUTION RAIN2. RAI UNIT HYDROGRAPH ^ UNIT1 . UHG . (C) Copyright - R. D. Ghioto - 1984 BASIN 103 287076 WALDEN POND 100 YEAR 6 HOUR IN HOLIDAY HILLS BASIN INPUT DATA BASIN AREA 14. 86 ACRES SCS CURVE NUMBER 80. 00 INITIAL ABSTRACTION 0. 50 INCHES TIME OF CONCENTRATION 10. 00 MINUTES SCS SHAPE FACTOR 256 OUTPUT SUMMARY STORM RAINFALL 4. 30 INCHES STORM DURATION 6. 00 HOURS TOTAL RUNOFF 2. 28 INCHES PEAK RUNOFF RATE 49. 06 CFS TIME OF PEAK 3. 05 HOURS UNIT GRAPH VOLUME 1 . 00 INCHES REFERENCE FILES INPUT DATA D: 7076HHC. DAT OUTPUT TO DISK 7076HHC RAINFALL DISTRIBUTION RAIN2. RAI UNIT HYDROGRAPH ` UNIT1 . UHG BASIN / NODE RELATIONSHIPS INDEX NODE _ -._--__-__.______.. ��--__. SUB-BASINS 1 100 100 0 '7.1101 0 0 �i - 100 101 0 3 102 100 101 10') 0 0 0 ' _ (C) Copyriaht - R. D._ 1984 ��--_- -- - ��� --�- --- �- 287076 WALDEN POND 100 YEAR 6 HOUR IN HOLIDAY HILLS ROW 1 COLUMN 1 =============================== INDEX 1 2 3 NODE 100 101 102 TIME RUNOFF RUNOFF RUNOFF HRS. CFS CFS CFS ===_ _ _== 0. 00 0. 0 0. 0 0. 0 0. 05 0. 0 0. 0 0. 0 0. 10 0. 0 0. 0 0^0 0. 15 0. 0 0. 0 0'^0 0. 20 0. 0 0. 0 0' 0 0. 25 0. 0 0. 0 0' 0 0. 30 0. 0 0. 0 0' 0 0. 35 0. 0 0. 0 0' 0 0. 40 0. 0 0. 0 0' a 0. 45 0. 0 0. 0 0' 0 0. 50 0. 0 0. 0 0- 0 0. 55 0. 0 0. 0 0' 0 0. 60 0. 0 0. 0 0' 0 0. 65 0. 0 0. 0 00 0. 70 0. 0 0. 0 0. 0 0. 75 0. 0 0. 0 0' 0 0. 80 0. 0 0. 0 0. 0 0. 85 0. 0 0. 0 0. 0 0. 90 0. 0 0. 0 0. 0 0. 95 0. 0 0. 0 0. 0 1 . 00 0. 0 0. 0 0. 0 1 . 05 0.0 0. 0 0. 0 1 . 10 0.0 0. 0 0. 0 1 . 15 0. 0 0. 0 0. 0 1 . 20 0. 0 0. 0 0. 0 1 . 25 0. 0 0. 0 0. 0 1 . 30 . 0. 0 0. 0 0. 0 1 . 35 0. 0 0. 0 0. 0 1 . 40 0. 0 0.0 0. 0 1 . 45 0. 0 0. 0 0. 0 1 . 50 0. 0 0. 0 0. 0 1 . 55 0. 0 0. 0 0~ 0 1 . 60 0. 0 0. 0 0. 0 1 . 65 0. 0 0. 0 0. 0 1 . 70 0. 0 0. 0 0. 0 1 . 75 0. 0 0. 0 0. 0 1 . 80 0. 0 0. 0 0. 0 1 . 85 0. 0 0. 0 0. 0 1 . 90 0. 0 0. 0 0. 0 1 . 95 0. 0 0. 0 0. 0 2. 00 0. 0 0. 0 0. 0 2. 05 0. 0 0. 1 0. 1 2. 10 0. 0 0. 2 0. 2 2. 15 0. 1 0. 3 0. 3 2. 20 0. 1 0. 4 0. 5 • (C) Pyr-i.g h t -- _----------- R. D. Ghi oto - 1984 287076 WALDEN FOND 100 iO YEAR 6 HOUR IN HOLIDAY HILLS ROW 2 COLUMN 1 INDEX ry------- .--- NODE 100101 iL 101 1ci2; TIME RUNOFF RUNOFF RUNOFF HRS. CFS CFSCF,�S --- 2. 25 0. 2 0. 6 0. 7 '. 70 0. " 0. 7 1 . 0 2 -.0 • 0. 7 0. 9 2. 401. : 0. 4 1 . 1 1 . 7 '. 45 0. 4 1 . 4 2. 1 2. 50 0. 5 1 . 7 2 2 �� • . 1 5 0. 6 2. 0 - 2. 60 0. 8 2. 4 7. 7 2. 65 1 . 0 2. 9 4. 7 2. 70 1 . 7 7. 7 5. 9 2. 75 1 . 6 4. 7 7. 6 2. 80 2. 0 5. 9 9. 6 �. 850 2. 8 8. 2 17. 5 5. 1 15. 0 -;'5. 1 2. 95 11 . 8 74. 5 58. 6 _ 7. 00 .22. 5 64. E 7. 05 . . 11110. 2_ , 29. 0 80. 8 177. 6 - 7. 10 28. 1 76. 5 129. 8 7. 15 24. 8 66. 6 112. 7 - 7. '0 21 . 8 58. 0 98. 1 _ . 25 19, 4 51 . : 86. 7 7 - . 70 17. 2 45. : 76. 5 7. 75 15. 3 40. 0 67. 6 _ . 4U 17. 6 75. 8 60. 7 7. 45 1'2. 4 72. 8 55. 5 - • 50 11 . 5 30. 1 51 . 0 _ 7. 55. 10. 6 27. 5 46. 5 - . 60 9. 6 24. 9 42. i> 7. 65 8. 8 22. :7. 5 - . 70 7. 9 19. 8 2 7. 75 7. 0 17. 5 29. 4 7. 80 6. 7 15. 6 26. 2 7. 85 5. 7 17. 8 27. 1 3. 90 5. 1 11 . 8 19. 5 7. 95 4. 5 10. 7 17. 9 4 . 00 7. 8 9. 7 16. 4 4. 05 = . 6 9. 2 15.6 4. 10 7. 4 8. 8 15. 0 4. 15 7. 7 8. 5 14. 4 4. 20 7. 1 8. 1 17. 8 4. 25 7. 0 7. 8 17. 7; . 4. 70 2. 9 7. 5 12. 8 4. 75 2. 8 7. 7 12. 4 4. 40 2. 7 7. 1 12. 1 4. 45 2. 7 6. 9 11. 8 ' . (C) Copyright D. Ghiot rioht - R. _ o - 1984 - �-- - ------ _ ___- - 287076 WALDEN POND 100 YEAR 6 HOUR IN HOLIDAY HILLS ROW 3 COLUMN 1 INDEX 1 2 3 NODE 100 101 102 TIME RUNOFF RUNOFF RUNOFF HRS. CFS CFS CFS 4. 50 2. 6 6 7 . . 11. 4 / 4. 55 2. 5 6. 411 . 0^ 4. 60 2. 4 6. 2 10. 6 4. 65 2. 3 6. 3 103 4. 70 2. 3 5. 9 10^0 4. 75 2. 2 5. 7 9^8 4. 80 2. 2 5. 6 9. 6^ 4. 85 2. 1 5. 6 95 4. 90 2. 1 5. 5 9. 4^ 4' 95 2. 1 5. 4 9. 2 5. 00 2. 0 5. 2 89 5. 05 1 . 9 5. 0 8'5 5. 10 1 . 8 4. 8 8. 1' 5. 15 1 . 8 4. 6 7. 9 5. 20 1 . 7 4. 5 7. 7 5. 25 1 . 7 4. 4 7. 5 5. 30 1 . 7 4. 3 7. 4 5. 35 1 . 6 4. 3 73 5. 40 1 . 6 4. 2 7. 2' 5. 45 1 . 6 4. 2 7. 1 5. 50 1 . 6 4. 1 7. 1 5. 55 1 . 6 4. 1 7' 0 5. 60 1 . 5 4. 1 6.9' 5. 65 1 . 5 4. 0 6. 9 5. 70 1 . 5 4. 0 6. 9 5. 75 1 . 5 4. 1 6. 9 5. 80 1 . 5 4. 0 6.9 5. 85 1 . 5 4. 0 6. 9 5. 90 1 . 5 4. 0 6. 9 5. 95 1 . 5 3. 8 6. 6 6. 00 1 . 3 3. 4 5. 8 6. 05 1 . 1 2. 8 4. 7 6. 10 0. 9 2. 2 3.8 6. 15 0. 7 1 . 8 3. 0 6. 20 0. 6 1 . 5 2. 5 6. 25 0. 5 1 . 2 2.0 6. 30 0. 4 1 . 0 1 .6 6. 35 0. 3 0. 8 1 . 3 6. 40 0. 3 0. 6 1. 1 6. 45 0. 2 0. 5 0. 9 6' 50 0' 2 0' 4 0. 7 6. 55 0. 1 0. 3 0. 5 6. 60 0. 1 0. 2 0. 4 6. 65 0. 1 0. 2 0. 3 6. 70 0. 1 0. 1 0. 2 ' , , (C) Copyright - R.. D. Ghi ot o - 1984 287076 WALDEN POND 100 YEAR 6 HOUR IN HOLIDAY HILLS ROW 4 COLUMN 1 =============================== INDEX 1 2 3 NODE 100 101 102 TIME RUNOFF RUNOFF RUNOFF _HRS. CFS CFS CFS _______ ________ 6. 75 0. 0 0. 1 0. 1 6. 80 0. 0 0. 0 0^0 6. 85 0. 0 0. 0 0. 0^ 6. 90 0. 0 0. 0 0. 0 6. 95 0. 0 0. 0 00 7. 00 0. 0 0. 0 0^0 7. 05 0. 0 0. 0 0. 0^ 7. 10 0. 0 0. 0 00 107. 10 0. 0 0. 0 0^0 t w United States Soil 4925 Division ., � Department of Conservation S t r e e t Agriculture Service N o b l e s v i l l e IN 46060 November 25, 1987 Jeff Davis , Chairman of the Subdivision Committee R#1 , Box 199A Carmel IN 46032 Dear Mr. Davis : RE: REC iV :Li Sy'J 3 1F.37 Walden Pond Primary Plat This report is in reference to the conceptual off— , for Walden Pond . The site drainage plan ak lw byproposed drainage plan consists of lowering the westlpbypdetailing of water and outlettinga at Holiday 30"ub ivism sewer There is no drainage easement across Holiday Hills and Dales Hills and Dales subdivision. the adjoining There property to the east, and none across capacity under the county roads is the only s Increasing gn if ii significant off—site drainage improvement being considered . comprehensive drainage This office believes ate very well done , and theoff—site . for both the on site , which is Clay has been developed with Unlike other communities , Carmel— goo connecting drainage facilities . On other developments considerable off—site work has been done of developers to correct prior discharge theirrstormproblems and to make sure theyby a host drainage to an adequate outlet. end additional community would funds in the future to correct urbandrasinage problems like the city of Indianapolis must do . As a result of the Drainage Board Hearing nearlya subsequent dismissal of the year ago and the drainage is notm a petition, the residents concluded that This professional officedisagrees . Holiday Hills and Dales Subdivision . have requested our assistance tosolvetheir drainage Ion . Homeowners in the subdivision government agencies have also received calls . d problems . Otherl subdivision drainage Holiday g plan relies solely on surface drainages and Dales majority of the drainage complaints from Clay Townshipg Thet surface drainage problems . Water stands on the water comes from the neighbors house are about — property a excesst graded correctly — the detention area fills up yard stale is not sewer outlets on my property . These are all fairlyy cowommon r problems . — the storm, different.lem . Many of these complaints would not exist ifthe soilswere However we must engineer a solution and the typical for solving these problems is to for s avd discharge the mswater tofd � rect the surface watertostorhod so er ndy into an open ditch . ratio existing drainage deficiencies in HolidayIn addition homeowners should expect an increase in the amount of water and frequent flows of water due to the increase of Hills and Dales , the Ground water from subsurface drain tiles and sump—pumps alsobmore discharged at the eastimpervious surfaces . e trickle of ground weastrproperliofWalden Pon . T will been a adjacent The prolonged problem for Holidayproperties has not previously this drainage way is Hills and Dales . Future maintenance of going to be impossible without an easement. O The Soil Conservation Service lJis an agency of the Department of Agriculture The subdivision committee has several options . The primary plat could be approved by the committee . By approving this plat it will be increasingly easier for developers to argue against doing off—site drainage improvements for their own and adjacent properties benefit. In twenty years will a person ask , why was this plat approved without so much as a drainage easement for the storm water discharge? A second option is to recommend the plat not be approved for lack of a good drainage outlet. This office would recommend a third option , tabling the plat for a month . The petitioner could review the feasibility of alternative routes or propose improvements that would adequately handle all or a percentage of the flow to Carmel Creek . To date the developer has not really considered any other alternatives . The crux of the matter is being able to go around Holiday Hills and Dales or working with them. This office firmly believes there are other ways to solve the dilemma. This office would assist the developer toward solving the problems . Sincerely , John B. South Thomas L. Schelle SWCD Engineer nberger District Conservationist JBS/jmo cc : Dick Albright Chuck Kiphart Kenton Ward Jim Nelson Paul Estridge Bruce Hagen file • CLAY TOWNSHIP Robert Book, President REGIONAL WASTE DISTRICT Richard Helmuth Max Moore, Vice President Jack L. Edwards Myrneth Anderson, Secretary 10755 N. COLLEGE John Schneider Robert Steinhart, Treasurer P.O. BOX 40638 Marvin Pike, Manager INDIANAPOLIS, IN 46240-0638 317-844-9200 October 13 , 1987 Mr . Bruce Hagen Mid States Engineering 941 N . Meridian St . Indianapolis , In . 46204 Dear Mr . Hagen, Clay Township Regional Waste District ' s , Board of Trustees has granted your request for an extension of the Conditional Permit of Steeplechase at 99th and Westfield to, J,anuary 31 , 1988 . Please forward the final construction plans and application for a final sewer permit when available . If you have any further questions or problems please do not hesitate to call . Sincerely , 4.0" Marvin Pike Utility Manager . Mid States Engineering 941 N. Meridian Street • Indianapolis, Indiana 46204 • (317) 634-1000 September 23, 1987 Clay Township Regional Waste District P. 0. Box 40638 Indianapolis, IN 46240 Attention: Mr. Marvin Pike Lalg 4 P(ace- Reference: _.. t-p _� - 99th and Westfield Connection Application Status MSE 287-075 Dear Mr. Pike: As we discussed on the telephone yesterday, please consider this our request to have the connection application for the referenced"gtdject extended to January 31, 1988. We believe that all submittals and approvals will be secured by that date and construction will be underway by that time. Upon completion of final construction plans, we will submit to you both plans and the 41,750.00/acre availability charge to your attention. We are aware that on January 1, 1988, the availability charge will increase to $2,100.00/acre. If I have misunderstood or misrepresented any of the above information, please contact me immediately. Please inform me- on the outcome of our request for the connection application extension as soon as possible. Thank you, MID STATES ENGINEERING, INC. • 1 Bruce Hagen Project Manager l/ 7408R/kh cc: Mr. Paul Estridge, Jr. Mr. Jim Nelson Mid States Engineering, Inc. • Indianapolis, IN • Austin, TX • Tampa, FL CLAY TOWNSHIP REGIONAL WASTE DISTRICT R„h, rl Book, fres. 10755 N. COLLEGE Richard I lehuuih Max Kinn', V. Pies P O BOX 40638 ,lack I.. I <Itcards r' Winer)) Am Jerson, Sec. INDIANAPOI-IS, IN 462401)638 William Einst fi ,h, it Steinhart, Treas. 317.844 9200 Marvin Pike. N1111 I April 14 , 1987 Mr . Paul Estridge Jr . THE ESTR1DGE GROUP P . O . Box 277 Carmel , In . 46032 11 Dear Mr . Est ridge : 1 Regarding your request for extension of your conditional permit_ for development . The Board of Trustees of Clay Township - . Regional Waste District has granted an extension to July I , 1987 . Sincerely , • Marvin Pike Ut i 1 i ty Manager • I I 1 .•%•*"...-. . . • II SANITARY SEWER CONNECTION APPLICATION CLAY TOWNSHIP REGIONAL WASTE DISTRICT HAMILTON COUNTY, INDIANA A. Data to be submitted by the Owner/Engineer to: • Clay Township Regional Waste District 10755 North College Avenue P.O. Box 40638 Indianapolis , Indiana 46'240 Phone 317-844-92.00 . II r, PART I - GENERAL 1 . Project Title: Estrid e Develo ment location: - • • . . .. 2. Project Owner: Paul Estrid e address 1-48- W. Carmel. Drive • • . arme ,- n• , . 4, • — 3. Engineer: Weihe ng+inee•rs+ 2nc-.� . . . . address 10505 N. College Avenue Carme , n Phone 846-6511 — 4 . A site map showing location, acreage and zonin attached? g is - X Yes No 5. 1221.9_1122t — Number of Units _s_ 1` Bdrm. apts . .. 2 Bdrm. apts. @ 192 gpd/unit - 9Pd 1 } Single family@ 256 gpd/unit = • • . . . . _ gpd homes @ 256 gpd/unit " gpd . Commercial lots @ . . . . @ _ - 9Pd e 9Pd — @ 7.-7---7-777.— 9Pd 9Pd Peaking factor ._2 _,. 4 Total Average Flow • 3,5•,•840 gpd Peak flow _ . 600 gp d ('a,) 6 . ( a ) Is the property zoned for the intended use? X Yes No (b) If yes , what is the zoning class? S .2 7. Project Description: Single Family _Detached Housing , '- 8. _ Construction Schedule : Start Construction March 1 , 1987 • Complete Construction June 1, 1987 9 . The Clay Township Regional Waste District Appli- cation Fee made payable to the District is hereby sub tted is the amount of $ 1415 . 00 as required y �di i 2Swner Oi%;6Date There is sufficient sewer capacity and Wastewater Treat- ' ment Plant Capacity for the proposed development and a Condi- - - tional Permit to connect to the Clay Township Regional Waste District ( Primary) (Merdian Corridor) Project is hereby issue with the following conditions as marked: A. - 1., Conditions and Limitations Recommended by the District for issuance of a Final Construction Permit from the Indiana Department of Environmental Management. (See Supplemental /Information Sheet) . B. - ✓ Applicant' s Development Project be approved by the Carmel Plan Commissionand/or such other Board 's , Agencies or Governmental Units having , Regulatory jurisdiction over said Project. C. ✓ That connection of the Development Project to the sewerage system will require a Sewer Service Agreement between the Project Owner and the District relating to the Construction and installation of Public Sewers. D. That the Project owner pay all availability charges and other fees imposed by the District • in connection with the Prdject which may include costs incurred by the District for Engineering , Accounting and/or Legal services. E. That the Applicant pursue the a mits necessary to allow the projects ow eranderto proceed with construction of the project. F. Other Conditions (See Attached) Construction on any phase of the Project shall not commence until all conditions of the Conditional Permit are met and the District has issued a Final Permit. Issued this 7 day of (3/0/67/- 198 CLAY TOWNSHIP REG ON. , WASTE DISTRICT ' ar 1�- e. V I. Utility Manager • 0 CLAY TOWNSHIP I( r( I;r�r,k, fres REGIONAL WASTE DISTRICT Max Moore, V. Pies 10755 N. COLLEGE I' ( BOX 4U(�aK Richard 1 MinutiaMyruv th An,lerson, Sec <lack I. I dwards Iioh, rt Steinhart, Treas. INDIANAPOLIS, IN 40240-0038 317 844 9200 �'illrarn l:.rnst Marvin like. MT April 14 , 1987 Mr . Paul Est ridge Jr . • THE ESTR1DGE GROUP P . O . Box 277 Carmel , In . 46032 Dear Mr . Est ridge : Regarding your request for extension of your conditional permit for development . The Board of Trustees of Clay Township ' Regional Waste District has granted an extension to July I , 1987 . Sincerely , • ) l ( '/ //iJ/1l! L,0)7 Marvin Pike Utility Manager ,/lc CI r.i e / J`., 0 if 60)1 Ji SANITARY SEWER CONNECTION APPLICATION CLAY TOWNSHIP REGIONAL WASTE DISTRICT HAMILTON COUNTY, INDIANA A. Data to be submitted by the Owner/Engineer to: . Clay Township Regional Waste District 10755 North College Avenue P.O. Box 40638 Indianapolis, Indiana 46240 Phone 317-844-9200 _ 4 PART I - GENERAL \ 1 . Project Title: location: ESld e Develo ment Project Owner: . Paul Estrid e 2. address . . . . - . 148 W. - . . . _ Carmel. Drive • arme n• 4 . • 3. Engineer. Inc. address 1WeiheEngineers0505 N. Colle e g. Venue phone Carme , - n 846-6611 . :. . . • •. • • - •. . A site 4 . attachedap showing location, acreage and zoning is Yes 5. 1)_52.1.2 ' No Number of Units • 1- Bdrm. apts . 2 Bdrm. apts. @ 192 gPd/unit = .1....1. ,...:L____-. _ Single family @ 256 gpd/unit = gpd homes 9Pd/unit gPd : Commercial lots @ 77 9Pd �` @ a @ 9Pd @ _ . 9Pd 9d 9Pd TotaAverage Flow 35 , 840 gpd Peaking factor 2: 5 9 .600 gPd ('a,) 6 . (a) Is the property zoned for the intended use? Yes No (b) If yes , what is the zoning class? . S . 2 7. Project Description: Single Family Detached Housing 8. _ Construction Schedule: Start Construction March 1 , 1987 Complete Construction June 1, 1987 9 . The Clay Township Regional Waste District Appli- cation Fee made payable to the District is hereby sub tted is the amount of $ 1415. 00 as required Y �di — •caner / r —Z-----1 a e • • There is sufficient sewer capacity and Wastewater Treat- ` ment Plant Capacity for the proposed development and a Condi- tional Permit to connect to the Clay Township Regional Waste District (Primary) (Merdian Corridor) Project is hereby issue with the following conditions as marked: A. " Y Conditions and Limitations Recommended by the District for issuance of a Final Construction Permit from the Indiana Department of Environmental Management. (See Supplemental - Information Sheet) . B. Applicant's Development Project be approved by the Carmel Plan Commission and/or such other Board 's , Agencies or Governmental Units having , Regulatory jurisdiction over said Project. C. That connection of the Development the sewerage system will require a Sewer Service Agreement between the Project Owner and the District relating to the Construction and installation of Public Sewers. D. • That the Project owner ay all� lability • charges and other fees imposed by theDistrictin connection with the Project which may include costs incurred by the District for Engineering, Accounting and/or Legal services. ('Id) E. -__— project That the Applicant pursue the a per- mits necessary to allow the p andto proceed with owner to construction of the project. F. Other Conditions (See Attached) Construction on any phase of the Project shall not commence until all conditions of the Conditional Permit • are met and the District has issued a Final Permit. Issued this dayof a a' h . 198 • CLAY TOWNSHIP REG_ ON. , WASTE DISTRICT •ar 1 e I' / • Utility Manager 0 • INDIANAPOLIS UUER COMPANY A subsidiary of IWC Resources Corporation May 15, 1987 Mid-States Engineering 941 N. Meridian St. Indianapolis, IN. 46204 Attn: Bruce Hagen Gentlemen: • This letter is to verify that the Company can make a water main extension available to serve 40 acres of proposed development ground at the northeast corner of 99th Street and Westfield Boulevard, under the "Standard Conditions for New Customer Main Extensions", as approved by the Public Service Commission. If you have any additional questions, please contact this office. S' ly ‘,„. JOF - /I //0 Philip Allgood Sr. Marketing Representative Engineering Department • PRA:psk 1220 Walerway Boulevard• PO. Box 1220•Indianapolis,IN 46206 Telephone 317 639-1501 MSE 287-075 DRAINAGE SUMMARY EXISTING CONDITIONS At present, this site is the abandoned Northside Drive-In Theatre. Although abandoned, the drainage infrastructure of the area is still functioning and in relatively parcel drains to the east through dthe nHoliday Hills and Dales Subdivision. ition. The majority of this 40-acre A small portion drains to the south through culverts beneath 99th Street. Followingbdivision. is a more detailed analysis of the existing drainage condition and drainage condition in a 'developed" state. At present, this 40.94 acre site and the 44.53 coming onto this site exit the site at two locations. off-site area (Basin 1) and 37.94 acres (Basin acres of off-site water exit the site into the Holiday Hills and Dales SubdivisionThe entire 44.53 acre feet 2) of the 40pp acre's approximately on-site north of 99th Street by open drainage swale. remainingox300el lie in the southeast corner of the site and exit toTthee souththrou h three 650 18' corrugated metal culvert 3.00 acres Pipes beneath 99th Street. g hree Using a 10-year, 6-hour storm and combined discharge of the 44.53 acre off-site-ndmthe 37ent coj.194tacre oth n-site areas is 82.4 cubic feet per second. Individually, the 44.53 acre off-site area has a peak value of 37.9 cubic feet on-site area has a Per second, and the 37.94 acre sitn- has a peak value of 47.7 cubic feet per second. The 3.00 acre peak discharge of 9.1 cubic feet per second. • PROPOSED CONDITIONS Using a 100-year, 6-hour storm and combined discharge of the 44.53 acre off-siteostdand lthe e37.94nacre condition, is 179.4 cubic feet per second without retention. Upon ponds, the peak discharge to the Holiday Hills and DalesvidinSubdivisiontisn 61.54 cubic feet per second, a 25% reduction. discharge of 8.33 cubic feet The 3.00 acre site has a per second, an 8% reduction. peak MSE 287-075 7349R UTILITY SUMMARY Sanitary Sewer The proposed sanitary sewer system for this southeast corner of the project, project will locate a lift station in the Street and Westfield Boulevard, to an existing gravity sewer Elecest lonthe tri ropertsouthy line to 99th Electric Electric service will be provided by Public Service Indiana. The development can connect to existing electric service along both Westfield Boulevard and 99th Street Gas Gas service will be provided by Indiana Gas. The development can connect to an existing gas main along both Westfield Boulevard and 99th Street. Water Water service will be provided by the Indianapolis Water Company. The development will be connecting to a future water main along Westfield Boulevard, or by an existing water main extension from the Timber Heights subdivision along the north property line. Telephone Telephone service will be provided by Indiana Bell. I I MSE 287-075 I COMPREHENSIVE PLAN As identified by the 1985 "Comprehensive Plan Update City of Carmel/Clay Township",,fj } (, g � � 4S is local ed within Planning Subarea 7. This area is proposed to develop . . . largely as Moderate Intensity Resident ial Development" with an overall density of "up to about 3.8 dwelling uni s per acre". The proposed subdivision is bordered by Westfield boulevard on the west and 99th Street on the south. Westfield Boulevard is identified by the Recommended Circulation Plan as a Primary Thoroughfare, requiring 100 feet of total righ t of-way. 99th Street is labelel a Local Access Street, requiring 50 feet of total right-of-way. It 1 5 has been designed to meet the intent of the Comprehensive Plan by providing a single-family residential development of about 3.1 dwelling units per acre. The plat proposes dedicating 50 feet of right-of-way on the east side of Westfield Boulevard and 25 feet of right -of-way on the north half of 99th Street. i ..•' MIN or. . . - • .., • ----..--\ 1 . . r- - ....... ):••=, r • il .1 0.4 , , .,. 9 ,: , LOW101 _I .11tive I NA, ! 1 r SliOCIMATI L .._ T:41,..Ii:fil"' \ .,.. , . ,.... , ........14,,,,...............L - - \ , '6111!,,,,' moDERa Tr: .."• i -.., St --1 Vit. I s, ,ste.ul,.- s, --,4,; _fifil' , yam ip.,..„, -.1.446 a ler . L 2'Oil* 6,Ipt,L :*:-..----'''' I, . ir,......1",if i • ite,11 tibTi!tilus : .g. =4A .. • "Fit -',..1. : . . ...91,1041 i rituntn, Ill ' . ,,,- , .. lit\ Air; .•ttt 1 t eilcit o .... .4 ; ,:„ I. --....... ......_. ---....--,...._ ........ a , - i- :: . . 1 --1,-. 1 — ' -- ' -- 1 ... „ , , ,i •t ', ,,- 10 , /.;.,,, " . ,. t,,e joi,. ,ii. ,i. .., , . 'i i I ,..._, , .191.1 iggiti ...., ' i P, 11, I 11". rET-7-7 '-iiilli • : y ' - ' - ',,,t -- . .- 1 ,;;;,,, , . '-i, . /....':-.-.. t." ...11.111 „, 4116.1-. .. 1 ... :4016 , 1 _ , , 1 ? . 1 I Si 4 8: .,, 40 r,E,, ., .. lilt . ,. , . f ,-, f* ustell ailidify-.ea• ,, r 1-, i 4 — i " .., . ,Hiii '• -,.. •-...- I MMI" 1 \ II •• r 1.1.,-. .-alit )) - ”mr . 1$111111114 :. fm4mr. . ..., /,..d„.......:,,,i ,,,,..,,,,..:,.''''''''',,..., . ....., MIN 1 Z.1 r ,..4 ir )t : ,.fpgrup. • .01,444 - ii 1;, ( srIL Ly....,....z.,,„ - ,,,,,,s 41. ,., 1 f:::Los:' imsto.:4•114,Sib I 4 A,::•43,111::..&" 1 _ toirta.,:i4s""." ... r. Pill .,, N., ii -- • i , ditral ' ri._ _. . miN.1.2E,if. miipt' *.„--ztslm:Iiiiiiolf ;it 1 . 11 g..0001.14.1! ly . sitirOst ifiP. I \ I !I r- I J ANA • I 1, • morel% . =.. ..••••-,ii ' _-... ', i wie:a. ; .,I , StallaSS ILOdg .F04111117t. It*., ) 1 \ 110010ST11 , ii . • %Via 1111Pirr-416 1 .. ...,.. 'ma ..„ . _ JAI• II ii N d•1 . ,A .. , IRV gir s' • Ilk*VI . iiiii.• ''' ilistals$-P:1:I tratiP.1 I - ---\ ;\ (-) --"*N I on ' l- 1 ii 1 xlt. r •9 .:Kim Ail ..1a, ii ktootliAlt , giVO ...''.. , E....„„),,,2 ll:0.703 k . • 2 woo24 to . • 44,0 I • ' I-AL: ssousftsra -m.r i; 4,111 • t IRA :In : _ 1711.: /puiiirl r.. .trglidddiddd 4 L , WI a a .imia' 111 atillir ; ," i„ 51,".rngrir . M.11"1:11ral,I, 1141411 1411121141alli 11113/4111.1"1.117:tri itol".:1;,•:41)111.11:i_1 IS I [r : ' I ii I ' • tn."' '''..i • allinlitipliii .UM x !Fif.•01111g.d d t$ ar ya,1,11; )-. al' Bli .wan ., s • , . _, ... . ',. - •• . r. , D 4........so, .40.iir•••....I,„ L ,,,,,„...... ,4,0.t. 0......, . • i_ ig . ii, \ L4, i 1.7 A It-44-0 -1 •iiiiiiiiii:11 (,'11 1 ;V./flit ' ., ,. liana \ ,,.._ al I ::1•,, ,1,1 ;,44' .',.1 4 _ . UN NAM 11, 14114'till gi*gglilltti Mr I/ . I.,.. SIE ,th;al leetlift411141 F.,-.mit,sag Life '', Ai taktiii, 0 s • 8.I Ai" 1 . aim' ..' ':.1''f WI 1 II Jinja 14 .lefoll iiiii Wit% cs,Ev41.1tiliti 1. ,.. 1 f -r '^' '' olirj4This I 1 ,z.gm.xl i ) \\_ , . , • I !;1 i: “Ni_ ' '.... ' . . i , fri..i i ill*. ),., ......141 400 , ..... .., i,,,... .tia.......,„„ „., 4E 0 t• .-4 4';'"' I 4 _ ;if 7..'....- -: - ..I •t:: 1 ill.1,1t:711-.1 .trif 401001 iii-' - 1 4 i t 1 I nr. + .WM,I I i 1 I Iiii114 • 101$t 1 'MI ' • .111iIii , rin,•_ , , i , : . ., _ , ,„ • it!PRIM Al r • 4 -J , ', ,i•••••11i t.11f1 Ara'' ft I I,kir- • i... ::::111'411' T Illia:11C14,1,111kAiti 1,1-;;j 11--*' ' ' - - ''• 'i 1‘. . .g, ..._, 'i,. 1 . ,, • _—, .. MIN 4. 'It rL-1 ratrif=' li lig 1111111111 I Jill __---- SHIP Hamilton County, Indiana Plate 8 I • MSE 287-075 7349R I UTILITY SUMMARY Sanitary Sewer The proposed sanitary sewer system for this project will locate a lift station in the southeast corner of the project, pumping west along the south property line to 99th Street and Westfield Boulevard, to an existing gravity sewer flowing south. P Electric Electric service will be provided by Public Service Indiana. The development can connect to existing electric service along both Westfield Boulevard and 99th Street Gas Gas service will be provided by Indiana Gas. The development can connect to an existing gas main along both Westfield Boulevard and 99th Street. Water Water service will be provided by the Indianapolis Water Company. The development will be connecting to a future water main along Westfield Boulevard, or by an existing water main extension from the Timber Heights subdivision along the north property line. Telephone Telephone service will be provided by Indiana Bell. r t ' INDIANAPOLIS ` WATER COMPANY A subsidiary of IWC Resources Corporation I May 15, 1987 I Mid-States Engineering 941 N. Meridian St. Indianapolis, IN. 46204 Attn: Bruce Hagen Gentler enr A. • This letter is to verify that the Company can make a water main extension available to serve 40 acres of proposed development ground at the northeast corner of 99th Street and Westfield Boulevard, under the "Standard Conditions for New Customer Main Extensions", as approved by the Public Service Commission. If you have any additional questions, please contact this office. )r-Sel:71)44/1 ` • 'We r- Philip Allgood Sr. Marketing Representative Engineering Department PRA:psk 1220 Waterway Boulevard• PO. Box 1220• Indianapolis, IN 46206 Telephone 317 639-1501 MSE 287-075 DRAINAGE SUMMARY EXISTING CONDITIONS 110. At present, this site is the abandoned Northside Drive-In Theatre. Although abandoned, the drainage infrastructure of the area is still functioning and in relatively good condition. The majority of this 40-acre parcel drains to the east through the Holiday Hills and Dales Subdivision. A small portion drains to the south through culverts beneath 99th Street. Following is a more detailed analysis of the existing drainage condition and drainage condition in a 'developed' state. At present, this 40.94 acre site and the 44.53 acres of off-site water coming onto this site exit the site at two locations. The entire 44.53 acre off-site area (Basin 1) and 37.94 acres (Basin 2) of the 40.94 acres on-site exit the site into the Holiday Hills and Dales Subdivision approximately 650 feet north of 99th Street by open drainage swale. The remaining 3.00 acres lie in the southeast corner of the site and exit to the south through three 18' corrugated metal culvert pipes beneath 99th Street. Using a 10-year, 6-hour storm and predevelopment condition, the combined discharge of the 44.53 acre off-site and the 37.94 acre on-site areas is 82.4 cubic feet per second. Individually, the 44.53 acre off-site area has a peak value of 37.9 cubic feet per second, and the 37.94 acre on-site area has a peak value of 47.7 cubic feet per second. The 3.00 acre site has a peak discharge of 9.1 cubic feet per second. PROPOSED CONDITIONS Using a 100-year, 6-hour storm and post development condition, the combined discharge of the 44.53 acre off-site and the 37.94 acre on-site is 179.4 cubic feet per second without retention. Upon providing retention ponds, the peak discharge to the Holiday Hills and Dales Subdivision is 61.54 cubic feet per second, a 25% reduction. The 3.00 acre site has a peak discharge of 8.33 cubic feet per second, an 8% reduction. I MSE 287-075 11 EROSION CONTROL STATEMENT The construction plan for this project will incorporate an erosion control plan using the 'Urban Development Planning Guide' prepared by the Hoosier Heartland RC&D. .- Temporary erosion control practices include: a. 10-foot seeding strip behind curbs r b. silt pit in swales c. silt sump/straw bales around inlets d. temporary seeding in future development areas The construction plan will cross-reference to the 'Urban Development Planning Guide' for such items as seeding mixture, silt pit sizes and spacing, sump construction, erosion control maintenance during and after r" construction, and other concerns. 1 :: I • I/ I I I t I 1 1 I MSE 287-075 EROSION OONTROL STATEMENT The construction plan for this project will incorporate an erosion control plan using the 'Urban Development Planning Guide prepared by the Hoosier Heartland RC&D. Temporary erosion control practices include: a. 10-foot seeding strip behind curbs b. silt pit in swales c. silt sump/straw bales around inlets d. temporary seeding in future development areas The construction plan will cross-reference to the 'Urban Development Planning Guide' for such items as seeding mixture, silt pit sizes and spacing, sump construction, erosion control maintenance during and after construction, and other concerns. t . I 11 SUMMARY OF TRAFFIC REPORT I A traffic report was prepared by Pflum Klausmeier & Wagner Fl considering the impact of a single family, residential subdivision development under the Cluster Option but in compliance with the R-1 Residence District requirements . It was concluded that a residential subdivision could be expected to add 5% to 10% to the existing traffic volumes on the adjacent roadway system, including the intersection of Westfield Boulevard and 99th Street but that such increase was not sufficient to warrant signalization. I 1 I I 11 I 1 I I I N SUMMARY OF TRAFFIC REPORT /I A traffic report was prepared by Pflum Klausmeier & Wagner considering the impact of a single family, residential subdivision development under the Cluster Option but in /1 compliance with the R-1 Residence District requirements . It was concluded that a residential subdivision could be expected to add 5% to 10% to the existing traffic volumes on the adjacent roadway system, including the intersection of Westfield _ Boulevard and 99th Street but that such increase was not ih sufficient to warrant signalization. I I 1 I PRELIMINARY SOILS REPORT This soils report has been prepared using information from the Soils Conservation Services Soils Survey of Hamilton County, Indiana. The map and ... soils descriptions were taken directly from the SCS survey. A further breakdown of percentage of soil types for both on-site and off-site has been prepared. • This area is made of four soil types: Brookston, Crosby, Miami and Orthents. The Miami soil has been broken down into two types due to the slope of the land. Generally, the soils on the east side of Westfield Boulevard are of the Crosby-Brookston series, while those soils on the west side are of the Miami-Crosby series. Portions of the site to be developed fall into the Orthents soil type. This soil type is due to excavation or fills, and the underlying soils are unknown. A soil boring is recommended in this area to insure suitable soils for construction. 2. zi- :'p 1 k...` 11 Ilt. (t 4i :rest. j•, ' $h _ ,(' !-' ! 1* Z. `..,,y�ki _ _ /: - . • ./� .fir ;•' * = . .. 4, a*Aties. 1. . 1;:4 7 1. . '4ii% ..8 .11o t ■�`••' i' E' •�.} :tira fit' .,�, 14• �� i ✓ `fit- • - h q tp p. 4. lit . . ' . i...It.•_,. .. 16 kaV;Sly• "5.:•""i.. s.VikatM tity gikk ..1 . .....: : i: ..!;1 „. ,... s/...ft 7. , . •, • • I Ba -a -motr M�2 . .. Ii " X. ---41/ .,1 hp:ji -'4'. 1-: .• • •• • .1)132" '. - It i W‘ '‘ , ' #:.....r f. I. . . • 6.:-$V. ' i"' •-y. •-• = ms's 4'. ♦ r' f , ... � r` Ito 8 : i"-. i -VI' / <...$ .`Z 4: ' .-. . 0 1.....s; .- -14 -.:_,-;. . .40-'410, g —; i- : - 41110P 2 - j •2i Or ��‘ • ,t,l MmC2 ,--"..t: "::-.. .4,v-,. T. . . . isiair . if.Oil itzt. X. • fit. ♦ :: &ç; ; l.: s ?,• , 31Or ...... ; tib^ �e--'+- �: ;.s t lil _._ it ., I is. 4,... . 7t, %:: . , . t r • IL._ r -- P js. Z..• . Ili'1% i . -: d..4 t. a ., . 4, „.. , . Pa s. . , 4r. A .- ‘. . . ,. _ , „ •-.-c,r" -X-,-.. tkr,My- . iit3 • - . -. i 7.-...!._ f i` t,.■. .. /4'? • II '...-44t ale - i ... a ; 1 Or ;". .r yla, ii t 4, - 'Aft -Lk -4-- • -,. ':-::,:-2.,;-.. Liost.q.„_ :a I t Z S Z. -It , . ri A.itA.:., t.r.":/.1,y. . i - �t t , ij' ! ►: cit.l --'.- kt. .'a� .'" P*A..:.1L.C.el4isaf' v.lir Niii? , �a�.■r CA civil t 7 rVITN:" .x M :2 • • el,* A 41".474 fir' j'{S loft% 44 t.t41::. .. vw:tere. , i. .; ir il tfri ir'obli e: Zi1/4 . '11 Jr:I,# . 7 MtoB2 .'�j:. t•'g ••4._� `#. _� - lot. mss .[l�jw...:. '•' RA.-nR7 SOIL TYPES - OFF-SITE SOIL TYPE ACRES PERCENTAGE SOIL GROUP MmB2 19.43 44 B MmA 2.26 5 B CrA 13.71 31 C Br 9.13 20 D 44.53 SOIL TYPES - ON-SITE SOIL TYPE ACRES PERCENTAGE SOIL GROUP Or 12.72 31 C MmB2 6.88 17 - B CrA 11.01 27 C Br 10.33 25 • D 40.94 Descriptions of map units 1. Crosby-Brookston Deep, nearly level, somewhat poorly drained and very poorly drained, medium textured and moderately fine textured soils that formed in a thin mantle of loess and the underlying glacial till on uplands This map unit is on upland till plains that are charac- terized by swell and awale topography. These soils are mostly nearly level Along drainageways and on slight rises, however, they are gently sloping or moderately sloping. Some of the soils have short slopes. This map unit makes up about 59 percent of the county. About 47 percent of the unit as Crosby soils,88 percent is Brookston soils, and 15 percent is soils of minor extent. The nearly level, somewhat poorly drained Crosby soils are on broad flats and slight rises. The nearly level, very poorly drained Brookston soils are in depressional areas, swales, and narrow drainageways (fig. 1). The soils of minor extent in this map unit are the well drained Miami soils, the somewhat poorly drained Whitaker soils, the poorly drained Patton soils, and the very poorly drained Houghton soils. Miami soils are on knobs and breaks along drainageways. Whitaker soils are on slight rises and are commonly near Patton sons. Patton and Houghton soils are in low lying pockets and depres- sions (fig.2). Nearly all areas of this map unit are used for cultivated crops. A few undrained areas are wooded or are in pasture. The growing of cash grain crops and the raising of hogs are the main farm enterprises. Wetness is the main limitation to the use of this map unit for urban and farm uses. If adequately drained, this map unit has good potential for cultivated crops. It has poor potential for urban development because of wetness. 2. Miami-Crosby Deep, nearly level to strongly sloping, well drained and somewhat poorly drained, medium textured soils that formed in a thin mantle of loess and the underlying gla- cial till on uplands This map unit is on rolling till plains (fig. 3). Areas along the major streams are characterized by steep slopes and sharp breaks. In many places this map unit is dis- sected by drainagewaya This map unit makes up about 27 percent of the county. About 60 percent of the unit is Miami soils, 30 percent is Crosby soils, and 10 percent is soils of minor extent. The Miami soils are well drained. Nearly level Miami soils are on flats, and gently sloping to strongly sloping Miami soils are on knobs and breaks.The nearly level and gently sloping, somewhat poorly drained Crosby soils are on broad flats and slight rises The soils of minor extent in this map unit are the very poorly drained _Brookston soils, the somewhat poorly drained Shoals soils, and the well drained Fox, Genesee, • and Hennepin soils. Brookston soils are in depressions and drainageways. Hennepin soils are on steep breaks. Fox soils are nearly level to moderately sloping and are underlain by thin layers of sand and gravel Genesee and Shoals sods are on narrow flood plains. Most areas of this map unit are used for cultivated crops, but in a few steep areas and on flood plains it is used for permanent pasture and wildlife habitat The main farm enterprises are the growing of cash grain crops and the raising of beef cattle. Many of the steep areas are in woodland. Many areas in the southern part of the county are used for urban development Erosion is the main hazard. Many areas require artificial drainage for optimum production. • The nearly level soils in this map unit have good poten- tial for cultivated crops. This map unit has severe limita- tions for many nonfarm uses because of slope and permeability. Soil descriptions and potentials Br—Brookston silty clay loam. This nearly level, This soil is suited to grasses and legumes for hay deep, very poorly drained soil is in broad depressions, pasture, but drainage is needed to obtain optimu males, and narrow drainageways on till plains. It is production. Overgrazing or grazing when the soil is to ponded by runoff from higher adjacent areas. The wet causes surface compaction and poor tilth. Prop mapped areas are mostly oval shaped or fingerlike and stocking rates, timely grazing, and restricting graziu range from 3 to 250 acres in size. during wet periods help to reduce compaction and In a typical profile the surface layer is very dark gray- maintain good tilth and plant density. ish brown a.nd very dark gray silty clay loam about 11 This soil is suited to trees, and in a few areas it is use inches thick. The subsoil extends to a depth of E.8 inches for trees. Equipment limitations, plant competition, ar -- and is dark gray, gray, and grayish brown, mottled, firm seedling mortality are severe. The hazard of windthrow clay loam and ks°ri. The substratum, to a depth of 70 moderate. Species that can tolerate wetness grow bef inches, is brown loam. In some places this soil is silty clay Seedlings survive and grow well if competing vegetatic loam to a depth of 40 inches. In some places the lower is controlled by cutting, spraying, and girdling. ■ part of the wheal is sandy loam, loamy sand, or sandy Many areas of this soil in the southern part of tl ��' clay loam Lighter colored material has been deposited on county are used for urban development the original surface layer in a few areae. The main soil features that adversely affect enginee ,., Included with this soil in mapping are small areas of ing uses of this soil are a seasonal high water table, hi£ Patton soils that generally are in the lowest part of potential frost action, moderate shrink-swell potentif depressions. Also included are Whitaker and Crosby soils and moderate permeability. in small, slightly convex areas. In a few small areas along This soil has severe limitations for building sites. T a draina,geways, soils that have slopes of more than 2 per- sites need to be artificially drained and protected frr cent are also included. flooding. Dwellings and small buildings with basemey Permeability is moderate and the water table is corn- should not be constructed on this soil Using proper moody at the surface or is ata depth of less than 1 foot in ,designed foundations and footings helps to prevent stri winter and early in spring. Available water capacity is tural damage from frost action and shrinking and swelli high, and content of organic matter in the surface layer is of the soil. high. Surface runoff is ponded or is very slow. The sur- This soil has severe limitations for local roads a face layer is cloddy and hand to work if the soil is tilled streets because of a seasonal high water table and hi when it is too wet. potential frost action. Installation of drainage ditcl This soil is commonly used for cultivated crops. It is along roads helps to lower the water table and prey( well suited to growing corn, soybeans, and small grain if damage from frost action. The base material for roe r.- it is adequately drained. In most areas this soil has been and streets should be replaced or strengthened w drained with subsurface tile, surface drains, or open suitable material. ditches or with some combination of these. Conservation This soil has severe limitations fot septic tank absoi practices, including minimum tillage and the use of crop tion fields because of a seasonal high water table. Sani residue management, help to improve and maintain tilth ry facilities should be connected to sewers and treatme and to increase the content of organic matter. facilities. Capability subclass IIw; woodland suitabil subclass 2w. r CrA—Crosby silt loam, 0 to 3 percent slopes. This example, alfalfa. Grazing when the soil is wet cause; nearly level, deep, somewhat poorly drained soil is on face compaction and poor tilth. Proper stocking slight rises on broad, undulating till plains The mapped pasture rotation, timely grazing, and restricting areas are irregular in shape and range from 3 to 200 duringwet io: periods help to reduce surface compactio; acres in size. maintain good tilth and plant density. In a typical profile the surface layer is dark grayish • This soil is suited to trees, and a few areas are use brown silt loam about 8 inches thick. The subsurface layer orchards or woodland. In some years seasonal we is dark grayish brown silt loam about 3 inches thick The slightly delays harvesting and planting operations subsoil is dark yellowish brown and yellowish brown, mot- cies that can tolerate wetness grow best. Plant con tied, firm silty clay loam and clay loam about 21 inches tion is the main limitation to the use of this soil for t thick The underlying material, to a depth of 60 inches, is Seedlingssurvive andgrow well if competing veget brown, calcareous loam. In some areas the lower part of is controlled by cutting, spraying, and girdling. the subsoil is stratified silt loam, sandy loam, and sand as Many areas of this soil in the southern part of much as 12 inches thick. In some areas the content of county are used for urban development gravel in the subsoil is as much as 10 percent. The depth The main soil features that 'adversely affect the to firm glacial till is more than 40 inches in many areas gineering uses of this soil are a seasonal high water t Included with this soil in mapping are Brookston soils moderate shrink-swell potential, high potential frost in depressions. Also included are small areas of Whitaker tion,and slow permeability. soils, many small domelike areas of Miami soils, and small i This soil has some severe limitations for building s areas of Crosby soils that have slopes of more than 3 per- The sites need to be artificially drained to prevent cent Small areas of eroded and severely eroded sails are ness from becoming a problem. Dwellings and a included in the more sloping areas. buildings with basements should not be constructer Permeability is slow. Content of organic matter in the . this soil. Using properly designed foundations surface layer is moderate. Available water capacity is footings helps to prevent structural damage from high. The water table is commonly at a depth of 1 to 3 i strength and shrinking and swelling of the soil feet in winter and early in spring. Surface runoff is slow. This soil has severe limitations for local roads The surface layer of this soil is friable and can be tilled streets. Drainage ditches can be used along roads within a f._irly wide range of moisture content. lower the water table and to help prevent damage f Most areas are used for corn, soybeans, and small grain. frost action. The base material for roads needs to This soil is well suited to these crops if it is adequately drained. Most areas are drained by subsurface tile and ' strengthened or replaced with suitable material Sanit facilities should be connected to sewers and treatm open ditches. Conservation practices, including minimum ill a and ret facilities, or a large absorption field can be used to off turning crop residue to the soil, help to slow permeability when the water table is lowe maintain the content of organic matter and good tilth. Some areas of this soil 2.-e used for hay and pasture. In through art ificial drainage. Capability subclass Iwoodland some undrained areas ti, . soil can be used for grasses suitability subclass 8a and legumes and for hay and pasture, but artificial drainage generally is beneficial. This soil is better suited to shallow-rooted crops than to deep-rooted legumes, for MmA—Miami silt loam, 0 to 2 percent slopes. This using cover crops help to maintain the content of o nearly level, deep, well drained soil is on alight rises on matter and good tilth. uplands. The mapped areas are irregular in shape and This soil is well suited to grasses and legumes fc range from 3 to 60 acres in size. or pasture, and some areas are used for these crop In a typical profile the surface layer is brown silt Ioam major concerns of pasture management`are overg about 8 inches thick The subsurface layer is dark yel- and grazing when the soil is wet. Grazing when the lowish brown, friable silt loam about 5 inches thick. The • too wet causes surface compaction and poor tilth. I subsoil extends to a depth of 38 inches and is dark yel- stocking rates, pasture rotation, and timely grazing lowish brown and brown, friable or firm clay loam. The to keep the pasture plants and soil in good condition calcareous substratum, to a depth of 60 inches, is yeI- T soil is well suited to trees, but only a few lowish brown loam. In many areas, the lower part of the are used for trees (fig. 9). The hazards and limitati subsoil is stratified sandy loam, silt loam, or sand and the tion�� management is S l are slight, except plant c ii moderate. Seedlings survive and grow well it firm, calcareous loam till is at a depth of more than 40 peg vegetation is controlled by cutting, sprayii inches. In some areas the Iower part of the subsoil is ging gravelly clay loam or gravelly sandy clay loam. In a few This soil is suitable for urban development. Many areas the lower part of the subsoil has gray mottles. In are used for this purpose in the southern part c some areas layers of sand and gravelly sand are in the county substratum at a depth of 6 to 10 feet. The main soil features that adversely affect eng Included with this soil in mapping are small areas of ing uses of this soil are moderate potential frost a Crosby soils in slight depressions. Also included are small moderate permeability, and moderate shrink-swell / areas of soils that have slopes of more than 2 percent. tial. Permeability is moderate in the subsoil and in the sub- This soil has moderate limitations for building stratum. Content of organic matter in the surface layer is Using properly designed foundations, footings, and moderate. Available water capacity is high. Surface ru- ment walls and using foundation drain tile help to pr noff in cultivated areas is slow. The surface layer of this structural damage from shrinking and swelling an( soil is friable and can be tilled within a fairly wide range strength of the soil. of moisture content. This soil is poorly suited to septic tank absor This soil is well suited to corn, soybeans, and small fields, and moderate permeability is a moderate li grains, and in most areas it is used for these crops. tion. Using a large filter field helps to prevent surf Minimum tillage, returning crop residue to the soil, and of the effluent from lateral seepage across the top a till. This soil has severe limitations for local roads streets. The base material for local roads and st needs to be strengthened with suitable material Cap ty class I; woodland suitability subclass lo. 1 I I I I 1 MmB2—Miami silt loam, 2 to 6 percent slopes, This soil is suitable for hayand pasture crops, some areas it eroded. This gently sloping, deep, well drained soil is on i is used for" these crops The gr rises on till plains and along drainageways and streams. grasses and legumesP °ted 111 The ma helps to control erosion. Overgi PPS $s range from 3 to 50 acres in size. and grazing when the soil is too wet causes surface In a typical profile the surface layer is dark grayish pactior -excessive runoff, and poor tilth. Proper stc brown silt loam about 7 inches thick The subsoil is dark rates, pasture rotation, and timely yellowish brown and brown, firm clay loam about 23 i the pasture plants and soil in good conrdion.help to inches thick. The substratum, to a depth of 60 inches, isThis soil is well suited to trees, but it is used for yellowish brown loam that contains free carbonates. In a 1 in only a few areas. The limitations and hazan few areas the lower part of the subsoil is stratified sandy 1 woodland management A -- loam, loamy sand, and sandy clay loam. The depth to till is tion is moderrate. Seedlings slight, except plant con more than 40 inches in some areas, survive and grow well if Included with this soil in mapping are small areas of peting vegetation is controlled by cutting, sprayin •– Crosby soils, small areas of severely eroded soils that have a surface layer of clay loam, small areas of soils that The main soil features that adversely affectengi have slopes of more than 6 percent, and small areas of � uses of this soil are moderate potential frost as soils that have gravel and cobbles on the surface. moderately slow permeability, moderate shrink-r Permeability is moderate in the subsoil and moderately potential, and low strength Erosion is a hazard di slow in the underlyingtill. Content of organicconstruction. matter in " This soil is suitable for buil the surface layer is moderate. Available water capacity istexture , sites, but slope, cI high. Surface runoff is medium. The surface layer of this and swelling, and low exength I soil is friable and can be tilled within a fairly wide range moderate limitations that need to be overcome. U of moisture content. Properly designed foundations, footings, and baser In most areas this soil is used for corn, soybeans, and w and using foundation drain bile help to pre small grains. It is suited to these crops, but conservation damage from shrinking and swelling and 111 practices are needed to control erosion and surface runoff soil isin cultivated areas. Crop rotation, minimum tillage, con- 'This poorly sued to septic ty isk as se' tour farming, and the use of terraces, diversions, grassed fields, and moderately slow permeability a se limi waterways, and grade stabilization structures help totstion Using a larger filter field helps to prevent prevent excessive soil losses from erosion. The use of fig of the effluent from lateral seepage across the crop residue and cover crops helps to control erosion, im- i of the till. prove and maintain tilth, and increase the content of or- ' Low strength is a severe limitation to the use of garlic matter. Seepage areas in some drainageways and soil for local roads and streets The base material roads and streets needs to be strengthened with suit.' swales need subsurface tile for adequate drainage. material. Capability subclass Ile; woodland suitabi subclass lo. Or—Orthents. These nearly level to steep, deep, well drained soils are on uplands and terraces which have been changed by man. This map unit is near highway in- terchanges, shopping centers,gravel pits, and landfills. In some places, deep cuts were made in the original land surface and the soil material was used as fill in low-lying areas to make the surface smooth and level In other places, the soil material was removed and was used as fill for highway grades, overpasses, and exit ramps. The mapped areas range from 3 to 30 acres in size. In a typical area of fill, Orthents consist of a mixture of the surface layer, subsoil, and substratum of the original soil The surface texture is silt loam, loam, or clay loam and generally contains gravel or stones. In a typical area where a deep cut has been made, Orthents consist mainly of loam or clay Town-glacial-tl. Included with these soils in mapping are small areas of steep soils that have short slopes, areas of sand and gravel, and bedrock outcrops. Muck underlies Orthents in a few fill areas. In many fill areas, the material is not soil but is rock, glass, metal, and other material Also included are areas of poorly drained and somewhat poorly drained soils. Permeability is moderate to very slow, and available water capacity is moderate. Content of organic matter in the surface material is low. Reaction is slightly acid to mildly alkaline. Most areas of these soils are in permanent grass or in close-growing shrubs. Many areas are surrounded by heavily travelled highways. Special management practices are needed in areas of Orthents. Antem nsified fertility program emphasizing the incorporation of organic residue or manure is needed if these soils are used for crops. Conservation practices are needed to control erosion in sloping areas, and drainage may be needed in nearly level areas, Exposed areas should be revegetated as soon as possible after construction is completed Diversions, box inlet structures, grade stabilization structures, and grassed waterways can be used to conserve the soil The main soil features that affect engineering uses of these soils are slope, moderate to high potential frost ac- tion, and moderate to very slow permeability. The hazard of erosion is severe during construction If these soils are used for building sites, onsite in- vestigation is needed to determine soil properties and limitations. Depth to the water table and frost action potential should be considered in determining soil suita- bility. The soil material is quite variable, and engineering test data should be collected. The soil properties that af- fect design of structures vary within a short distance. Removal of vegetation should be kept to a minimum, and protective plant cover should be established as soon as possible to reduce soil losses through erosion. Other limitations that affect the suitability of these soils for building sites are soil wetness and permeability in nearly Ievel areas and slope and permeability in gently sloping and moderately sloping areas. Capability class VIII; woodland suitability subclass 3o. 0) Copyright: -- R. D. Ghiot:o -- I984 99t-.h °.: WESTF I EL.D 287075 PREL DRAINAGE t 0 YEAR 6 HOUR EXISTING 5-1=-87 BASIN 1 BASIN INPUT DATA .� BASIN AREA 44. 5 ACRES SOS CURVE NUMBER 77. 00 ,INITIAL ABSTRACTION 0. 60 INCHES TIME OF CONCENTRATION 26. 0f) MINUTES 8:08 SHAPE FACTOR 256 OUT—UT SUMMARY :STORM RAINFALL. 7- 17.n INCHES STORM DURATION 6. 00 HOURS magi TOTAL RUNOFF x i_-28 1' INCHES PEAK RUNOFF RATE T7. `_` CFS TIME OF PEAF 7, 25 HOURS '" UNIT GRAPH VOLUME 1 . 00 INCHES 0% REFERENCE FILES ��E: 30. I NPT DATA Iia 87 ?7 5EX, DAT OUTPUT TO DISK 870 5E X • a RAINFALL DISTRIBUTION RA I.N `. RA I UNIT HYDROGRAF'H UNIT 1 . UHG ..r (C) Copyright - R. D. Shi.oto - 1984 40.1 c9th :< WESTFIELD 287075 F'REL DRAINAGE 10 YEAR 6 HOUR EXISTING 5-17.-87 BASIN 1 `` TIME RUNOFF CUMUL-- TIME RUNOF F CUMUL-- RATE ATIVE RATE ATIVE (hrs) (cf s) (ins) (hrs) (cfs) (ins) 0. 00 0. 00 0. 00 7. 75 26. 18 0. 57 0. 03 0. 00 0. 00 7. 87 24. 0 0.62 0. 17 0. 00 0. 00 7. 92 22. 59 0. 66 0. 25 0. 00 0. 00 4. 00 21 . 00 0. 70 0. 77 0. 00 0. 00 4. 08 19. 52 ti. _71. 0, 42 i}, lib 0, 00 4. 17 18. 75 0.77 0. 50 0. 00 0. 00 11 i 4. 25 17. 49 0. 80 0. 58 0. 60 0. 00 4. 77 16. 77 0..8•_ .... 0. 67 n. 00 0. 00 4. 42 16. 08 0. 86 6. 75 0. 00 0. 00 4. 50 15. 40 0.89 0. 87 0. 00 0. 00 4. 53 14. 71 0. 92 0. 9" 0. 0n ico i;. 00 4. 67 14. 01 6.94 1. . 00 0. 00 0. 00 4. 75 17. 71 0. 97 1 . 08}8 6. tai; 0. 00 4. 87 12. 6: 0.99 1 . 17 0. 00 0. 00 4. 92 11 . 96 1 . 01 .o`' 1 . 25 0. 00 0. 06 •1_"1. 0 0 11 . 28 1 .07 1 . 77 :i. t a[} 0. 00 5. 06 10. 57 1 . 05 1 . 42 0. 00 0. 00 5. 1.7 9. 84 1 . 07 fumy 1 . 50 0. i;i_; 0. 00 L+. �'5 9. 20 1. . 09 1 . 53 0. 06 6. 00 5. 8. 66 1 . 10 1 . 67 0. 00 0. 00 5. 42 R. 16 1 . 12. 1. . 75 0. 00 0. 60 5. 50 7. 70 1 . 17 1 . 37 0. 0 ; 0. 00 5. 56 7. '12 1 . 15 1. . 9.E 0. 06 0. 00 '5. 67 6. 51. 1 . 16 2. 00 i}, tai} 0. 00 5. 75 6. 24 1 . 17 ... 2. 08 0. 00 0. 60 5. 37 6. 04 1 . 1e 2. 17 0. 00 0. 00 51. 92 '.. 87 1 . 19 2. .-`_J 0. 00 0. 00 6, tat_% 5. 51 1. . 2t..i 4+42. :: 0. 00 0. 00 6. 08 5s. 05 1 . 21. 2. 42 0. 00 0. '..30 6. 17 4. 46 1 .',7 2. 50 0. 00 0. 00 7. 89 1 2. 58 0. 0 0, 00 6. 77- - - . 'S 1 . 2: ..., 2. 75 3.5 5 - 00 6. 50 2. 56 2 j, 1 . 06 t;. 00 6. 58 2. 24 1 . 25 *..42. 9..' 4. 85 0. ,-J1 6. 67 1 . 36 1. . 25 7. 00 17. 08 0. 04 6. 75 1 . 72 1 . 26 7. 03 24. 62 ). 68 J8 6. 83 1 . 51 1 .26 7. 17 74. 28 0. 15 6. 92 1 . 72 1 . 26 ,25 8 �2 7. 00 1 L 1 . 26 7. 77- - -:7. 66 6L.y 0. 29 7. 08 1 . iJ2 1 . 26 . . 1 'S. 7.: 0. T5 7. 17 0. 90 1 . 27 „y _ . 50 77. 01 0. 11 7. 25 0. 79 1 . 27 7.. 58 :o. 41 0. 47 7. 0. 69 1 . 27 _ 7. 67 28. 22 0. 52 7. 42 0. 59 1 . 27 (C) Copyright - R. D. Ghioto - 1984 smik 99th °< WESTFIELD 287075 PREL DRAINAGE 10 YEAR 6 HOUR EXISTING 5-17-87 BASIN 1 TIME RUNOFF CUMUL- TIME RUNOFF CUMUL-- RATE AT I VE RATE AT I VE (hrs) (c{s) (ins) (hrs) (cfs) (ins) AA 7. 50 0. 50 1 . 27 7. 58 0. 47. 1 . 7 7. A7 o. .6 1 . 27 7L.=. t'�. '-19 1 1 •-t•7 _I .. ... / . i l 7. 87 C . 2_ 1 . 27 rift 7. 92 0. 19 1 .27 11. 00 0. 15 1 . 27 8. 08 0n. 11 i 1 .27 8 .. L .1. .., 8. 17 0. 09 1 . 27 8. 2" 0. 00 0. 1a2/ 0. 04 1 . 27 8. 42 0. 02 1 , 28 6. 50 0. 01 1 . 28 8. 58 n. 00 1 . 28 0. 00 1 . 28 8. 7r25 0. 00 1 . i.8 8. C1 0. 00 1 . 28 .1+r .4121 mit S 0.4 (C) Copyright --- R. D. Ghioto - 1984 99th &: WESTF I ELD 287075 PREL DRAINAGE 10 YEAR b HOUR EXISTING 5-13--87 BASIN .V BASIN INPUT DATA 11 BASIN AREA 27. 94 ACRES SOS CURVE NUMBER 7=2. 00 INITIAL ABSTRACTION 0. 57. INCHES TIME OF CONCENTRATION 18. 00)0 MI NUTES SCS SHAPE FACTOR 25o /I 11 DUFF,, . DUMt�!(-?Fi`Y STORM RAINFALL 2. ":0 INCHES 04 STORM DURATION 6. 00 HOURS TOTAL RUNOFF 1 . 39 INCHES PEA' RUNOFF RATE 47. 74 CFS 4'" TIME OF PEAF<: 7, 17 HOURS !. NIT GRAPH VOLUME 0. 99 INCHES omk REFERENCE FILES r INPUT DATAD: 87075EX. DAT OUTPUT TO DIS .. 0-70,= eRAINFALL DIS1"i;IBUTIOI`J RAIN2. RAI 014 .•r 01 (t) Copyright. - R. D. Ghi.oto - 1984 pm 99th ?: WESTF I ELD 287075 MEL DRAINAGE 10 YEAR 6 HOUR EXISTING 5--12--37 mm 'ASIN 2 TIME RUNOFF CUMUL-- TIME RUNOFF CUMUL-- RATE ATIVE RATE ATIVE (Firs) (c- s) (ins) (hrs) (Cts) (ins) w :---_.-----__--- __----o-_-----_-z-- -_----❑--------_---__- -_-------_--_= - - - - -___.-_--=--==-- : . 0f) 0. 00 0. 00 _ . 75 22. 03 0. 79 ..r 0. 08 0. ))) 0. 00 -7. 87 21 . 2? 0.84 0. 17 0. 00 0. 00 _7. 92 19. 79 0. 88 0. 25 0. 0G 0. 00 4. 00 13. 47 0. 92 0. 7.7, 0. 00 0. 00 4. 0R 17. 24 0. 96 ` n. 42 4 0. 00 n. 00 4. 17 16. 05 1 . 0(1 0. 50 0. 00 0. 00 -4 . 27 n1•. 25 14. 84 1 . 0: • `-8 0. 00 0. 00 i . - - 17. 61 1 agf 0. 67 7 r" r_,;_, 0. 00 . 7 8 1 . 09 0. 75 0. 00 0. 00 1 . 50 11 . 27 1 . 1. 1 0. 83 0. 00 0. 00 4. 58 10. 311 1 . 17 0. 92 0. 00 0. 00 4 . 67 9. 74 1. . 15 mp 1 . 00 0. 00 0. 00 4. 75 7. 91 1 . 17 1 . 08 0. 00 0. 00 0r_1 .1, 87 7. 79 1 . 13 1 . 17 0. 00 0. 00 4. 92 7. 02 1 . 20 ..r 1 . 28 0. 00 0. 00 5. 00 6. 67 1 .2 1 . 77- - t`%. - - 0. 00 8. 085 6. 70 1 . 2: 1 . 42 0. 00 0. 00 c 5. 98 1 . 24 1 . 50 0. 00_)0 0. Cx: 5. 25 ". ,',7 1. . 26 1 . 58 0„ 00 ti, 00 J. 5. 45 1 . 27 1 . 67 0. 00 0. 00 5. 42 c. '8 1 . 28 1 . 7 0. 00 0. 00 5. 50 c. 12 29 an. 1 . 8 0. 00 0. 00 5. 58 5. 00 1 . 70 1 . 92 0. 00 0. 00 5. 67 4. 91 1.71 2. 00 0. 00 0. 00 75 4. 8. 1 . 22 •r 2. 08 0. 00 0. 00 5. [8- 4. 79 1 .7: 2. 17 0. 0t) (). 00 5. 92 4. 62 1 . 24. '. -'7; 0. 0t. t:. i:)() 6. 00)t_J 4. 18 1 . 75 .�, ^. 77 ). 0( 0. 00 6. 06 - . 53 1 . 26 4 '_', 02 0. n0 6. 17 -. 98 1 . 27 -'. 50 0. 10 0. 00 6. 25 2. 75 1 . 77 2. 58 0. 27 0. u0 f-,. 7-', 1 . 91 1 .=`R '_` 2. 67 t_.. tJ2` 0. 00 6. 42 1 . 61 1 . 78 2. 75 1 . 24 0. 00 6. 50 1 . 74 1 . =8 ,._ c . 8_; .._. (). �)1 6. .58 1 . 11 1 . 78 ▪ 92 1.0. 69 0. 07 6. 67 0. 92 1 .39 _, . 0 0 28. 51 0. 10 6. 7" 0. 77 1 . -.9 - 7. 08 44 . 05 t:. 1 9 6. J 0. 64 1 . -7C 7. 17 4; . ;4 0. 70 6. 92 ( . 52 1 . 29 ..r. 7. -'5 14 . 'f0 n. 7„9. 7. 0 0_ 4: 1 . :c _ . _ 7V. 74 _). 48 7. 08 0. 72 1 . 79 7. 42 75. 48 0. 56 7. 17 0. 24 1 .35 .v . 50 71 . 90 0_ [..- 7. 2=5 0. 17 1 . =9 --,. `4:8 -8. 6-. u. 69 7. 77 0. 12 1 . 29 7. 1,7 28. -.9 0. 74 7. 42 0. 08 1 . 79 ,.C) Oopyri.ght - R. D. Ghioto - 19`34 ,., 99th ?< WESTF I ELD 287075 PREL DRAINAGE 10 YEAR o HOUR E:X 1 S+T 1 NG 5-11--87 E'AS I N11 2 TIME RUNOFF CUMUL - TIME RUNOFF CUMUL - RATE ATIVERATE ATIVE (hrs) (cis) (ins) (hrs) (cfs) (ins) PI 7. 50 0. 04 1 . 79 7. 58 0. 0' 1 .79 7. 67 �_�, c_��> 1 . 9 7. 7 0. 001 .: 9 7. 87 0. 00 1 . 79 /11 7. 92 0. 0x0 1 .7,9 11 otn I 11 ~~ _, BASIN / NODE RELATIONSHIPS _. INDEX NODE SUB-BASINS 1 1 1 2 0 0 0 0 = ~~ _ �� _ ~~ �� __ (C) Copyright - R. D. Ghioto - 1984 99th & WESTFIELD 287075 BREL DRAINAGE 10 YEAR 6 HOUR EXISTING 5-13-87 ROW 1 COLUMN 1 INDEX 1 NODE 1 TIME RUNOFF HRS. CFS _=====z===.== 0. 00 0. 0 0. 08 0, 0 0. 17 0. 0 0. 25 0. 0 0. 33 0, 0 0. 42 0. 0 0. 50 0. 0 0. 28 0, 0 0. 67 0. 0 { 0. 75 0. 0 0. 83 0. 0 0. 92 0. 0 r* 1 . 00 0. 0 1 . 08 o, 0 1 . 17 0. 0 � 1 . 25 0. \ 1 . 33 O. 0 1 . 42 0. 0 1 . 50 0. 0 11 1 . 58 0. 0 1 . 67 0. 0 1 . -5 0. 0 1/ . 83 0. 0 1 . 52 0. 0 2. 00 0. 0 2. 08 0. 0 2, 17 0. 0 2. 25 0. 0 2. 77 0. 0 sork � - 2. 42 0. 0 2. 80 O. 1 2. 58 0. 3 2. 67 0. 7 2. 75 1 . 6 2. 83 3. 8 2. 92 15. 5 11 \. 00 41, 6 3. 08 68. 7 3. 17 82. 0 X2. 4 3. 33 77, 4 3. 42 71 . 2 _ 3, 50 64. 9 3. 58 59. 0 3. 67 53. 8 ow, (C) Copyright - R. D. Shioto - 1984 99th & WESTFIELD 287075 PREL DRAINAGE 10 YEAR 6 HOUR EXISTING 5-13-87 ROW 2 COLUMN 1 =============== INDEX 1 NODE 1 TIME RUNOFF HRS. CFS =============== 3. 75 49. 2 3. 83 45. 5 3. 92 42. 4 4. 00 39. 5 4. 08 36. 8 4. 17 34. 4 4. 25 32. 3 4. 33 30. 4 4. 42 28. 5 4. 50 26. 7 4. 58 25. 0 4. 67 23. 4 4 . 75 21. 2 4. 83 20. 0 4. 92 19. 0 5. 00 18. 0 5. 08 16. 9 �� 5. 17 15. 8 5. 25 14. 9 5. 33 14. 1 5' 42 13. 4 5. 50 12. 8 5. 58 12. 2 �� 5. 67 11 . 4 5. 75 11. 1 014 5. 83 10. 8 5. 92 10. 4 6. 00 9. 7 6. 08 8. 6 6. 17 7' 3 6. 25 6. 2 6. 33 5. 3 6. 42 4. 5 6. 50 3. 9 6. 58 3. 3 Pit 6. 67 2. 9 6. 75 2. 5 6. 83 2. 2 6. 92 1 . 8 J 7. 00 1 ' a 7. 03 1 1 . 7 7. 17 1 . 1 7. 25 1. 0 �� 7. 33 0. 8 m� 7. 42 0^ 7 It (C) Copyright - R. D. Ghioto - 1984 ,~ 99th & WESTFIELD 287075 PREL DRAINAGE 10 YEAR 6 HOUR EXISTING 5-13-87 ROW 3 COLUMN 1 =============== INDEX 1 NODE 1 TIME RUNOFF �~ HRS. CFS =============== 7. 50 0. 5 °= 7. 58 0. 4 7. 67 0. 4 7. 75 0. 3 7. 83 O. 2 F.* 7. 92 0. 2 8. 00 0. 2 8. 08 0. 1 8. 17 0. 1 8. 25 0. 1 8. 33 0. 0 8. 42 0. 0 8. 50 0. 0 8. 58 0. 0 S. 67 0. 0 ~� 8. 75 0. 0 8. 83 0. 0 108. 83 0. 0 _ (C) Copyright - R. D. Ghioto - 1984 ft. 99th & WESTFIELD 287075 PREL DRAINAGE 10 YEAR 6 HOUR EXISTING 5-13-87 BASIN 3 0,‘ BASIN INPUT DATA ==================================================== BASIN AREA 3. 00 ACRES SCS CURVE NUMBER 83. 00 oft. INITIAL ABSTRACTION 0. 41 INCHES TIME OF CONCENTRATION 6. 00 MINUTES SCS SHAPE FACTOR 256 OUTPUT SUMMARY .64STORM RAINFALL 3. 30 INCHES STORM DURATION 6. 00 HOURS TOTAL RUNOFF 1 . 66 INCHES PEAK RUNOFF RATE 9. 09 CFS TIME OF PEAK 3. 05 HOURS UNIT GRAPH VOLUME 0. 98 INCHES REFERENCE FILES pm, INPUT DATA D: S7075EX. DAT ~� OUTPUT TO DISK S7075EX RAINFALL DISlRIBUTION RAIN2. RAI UNIT HYDROGRAPH UNIT1 . UHG MOP ^� 000 r (C) Copyri_;h't- - R. D. Ghin'to -- 1984 99th °. WESTF I ELD 287075 F'REL DRAINAGE 10 YEAR 6 HOUR EXISTING 5-12.-87 BASIN 7 TIME RUNOFF CUMUL-- TIME RUNOFF CUMUL-- RA E r-\T:tVE RATE ATIVE ,... (hrs) (c-Fs) (ins) (hrs) (cr�•) (ins) 0, 00 0. 00 0. 00 . �: 0, 0 0. 00 0. 0' C), 0c j 0. 0n - _C 0. 00 0. 10 0, 00 0. 00 y - _%moi 0. 07 0. 00 0. 1.S 0, 00 0, 00 2. 40 0. 09 0. 00 000 0. '0 i 1. 0(_) 0. 00 • . `-1•5 0. 12 (_j. 01 0. "•25 0. ()0 o. 00 C . !_i 0. 00 0. 00 ". "5 0. 18 0. 01 _•.1 0. 00 0. 00 '2, 0 0. ''.2 0. 02 0. 40 (_). (j( 0. 00 :. f.•• 0. T9 (_). c: 2 0., 45 o, Cx: 0. 00 T. 70 0. ?:7 , 0: 0. -'5 0. 00 0. 00 .' 0. 60 0. 0(2 0. 00 2. 85 0. 96 : . 06 0. 65 0. 00 0.4 - - 2. 90 -2. 04 o. 09 0, 70 0. 00 0. 00 2. 95 r_ 0. 7S 0. 00 0. 06 _ nn 8. 66 9. 09 C?. 80 �;. i?O n. 00 -2.. 05 _(_?`7 - - ' -' '- _ 0. 47. 11.77 001 _-, 0. 00 0. 00 - . 10 7. 5', 0. 60 0. 90 C . 00 0. 00 . 1 J 6. 25 0. 70 - per ` vac 0. 00 7. 20 7. 7() 0. 79 1. . !0 Cc. 0 0, 00 5 • 1 n ci, ci ; 0. 00 9 7. 2) 9>7 0. '„ 1 . 10 ). 00 0. 00 3c_ ,9 1 . 1.5 0_ 0n 0. 06 _7. 40 . . 11 1 .04 '-, 1 . 2Q C:, 00 0. 00 1. . 25 0. 00 0. c:o 7. E0 ' 1 . 70 0. !_'0 0. 00 _. , cr_ 1 . 94 1 . 15 1 . 7= 0. 00 0. 00 7. 60 1 . 62 1 1 . 8 1 . 40 0. 0u 0. 00 L 5 i. . 4r 0, 00 0. 00 70 1 . 16 1 .22- 1 . 0. 00 0. 00 . 1 -7 c 1 . !?i 1 . 24 q " 0. 00 , 1 . 5E .. 0. 00 7. 30 1 . 6C) 0. 00 0. 00 :. 85 0. 94 1 . 27 1 . A'_ 0, 0C Ci. C;(:) 2.. 90 0. 89 1 .^9 1 , 70 0. 00 1 . 70 1 . 75 0. 0 0, 00 4. 00 0. 81 71 1 . 80 0, 007 c:), 00 4. c:5 0. 79 1 1. . 85 ':), 0tj 0. 00 4 . 10. t_j, 7-' 1 . - V i '1 1 . 9CC),, i)(_' r_'. c_'c_) 4. 15 0, 7_ 1 . 7" 1 . 9' 0. 00 Q. 00 4. 20 0. 72 1. :6 2. '_'l" 0. 00 c), {'l' 4. 25 0. 70 1 . 27 1 2. 01---. 0. 00. :_1(_) (1. C;(:) 4 . 70 0. 68 1 . 29 2. 10 0. 00 0. 00 4. 7:5 0. 66 1 . 40 2. 1.s 0. 01 0. 00 4. 40 0. 67 1 . 41 1 . 42 _ ~_ (C) Copyright - R. D. Ghioto - 1984 ~-, 99th & WESTFIELD 287075 PREL DRAINAGE 10 YEAR 6 HOUR EXISTING 5-1 --87 BASIN 3 - .� TIME RUNOFF CUMUL- TIME RUNOFF CUMUL- RATE ATIVE RATE ATIVE ~_ (hrs) (cfs) (ins) (hrs) (cfs) (ins) ======================================================================== ,� 4. 50 0. 61 1 . 43 6. 75 0. 00 1 . 66 4. 55 0. 58 1 . 44 ^ 4. 60 0. 56 1 . 45 4. 6E 0. 55 1 .46 �� 4. 70 0. 54 1 . 47 4. 75 0. 53 1 . 47 4. 80 0. 52 1 . 48 ,_ 4. 85 0. 52 1 . 49 4. 90 0. 51 1 . 50 4. 95 0. 50 1 . 51 5. 00 0. 48 1 . 52 M- 5. 05 0. 45 1 .52 5. 10 0. 43 1 . 53 5. 15 0. 42 1 .54 ~° 5. 20 0. 41 1 . 51 5. 25 0. 41 1 . 55 5. 30 0. 40 1 . 56 ~^ 5. 35 0. 40 1 .56 5. 40 0. 39 1 . 57 5. 45 0. 39 1 .58 5. 50 0. 39 1 . 58 ~� 5. 55 0. 39 1. 59 5. 60 0. 38 1 . 60 5. 65 0. 39 1 .60 ~` 5. 70 0. 39 1 . 61 5. 75 0. 39 1 .62 5. 80 0. 39 1 . 62 5. 85 0. 39 1 .63 ~~ 5. 90 0. 39 1 . 63 5. 95 0. 35 1 .64 6. 00 0. 28 1 . 64 ^= 6. 05 0. 21 1 . 65 6. 10 0. 15 1 . 65 6. 15 0. 12 1 .65 °° 6. 20 0. 09 1 . 65 6. 25 0. 07 1 . 66 6. 30 0. 05 1 . 66 6. 35 0. 03 1 .66 ~~ 6. 40 0. 02 1 . 66 6. 45 0. 01 1 .66 6. 50 0. 01 1 . 66 - 6. 55 0. 00 1 .66 6. 60 0. 00 1 . 66 6. 65 0. 00 1 .66 ~, 6. 70 0. 00 1 . 66 C) Cooyriyht - R. D. Shioto -, 1984 k j 2 87--075 THE THEATRE F'ROF'ERTY PROPOSED 100 YEAR b HO' BASIN 1 EcASIN INPUT DATA BASIN AREA 11 . 50 ACRES 11 SCS CURVE NUMBER 86. 00 INITIAL ABSTRACTION 0. INCHES TIME OF CONCENTRATION 11 . 00 MINUTES 1, SCS SHAPE FACTOR 56 /I OUTPUT SUMMARY STORM RAINFALL -----------_._ 4. 25 INC}-IES ------ STORM DURATION 6. 00 HOURS TOTAL RUNOFF 2. 7S INCHES 01 PEAK RUNOFF RATE 43. . 8 CFS TIME OF PEAK _ . 1�i HOUR S UNIT SRAPH VOLUME 0. 99 INCHES /I 11/ REFERENCE FILES INPUT DATA D; 87_;75P0. DAT OUTF UT TO DISI'.. 87075PC RAINFALL DISTRIBUTION RAIN' . RAI 01 UNIT HYDROGPAPH UNIT 1 . _ dS p4 I I M I t ' ,!' ) Copyr:.Uht - R. D. Melo -- 1984 237 -075 THE THEATRE PROPERTY PROPOSED 100 YEAF: 6 HO - 2ASIN 1 -. TIME RUNOFF CUMUL_. TIME RUNOFF CUMUL-- RATE ATIVE RATE ATIVE (hrs) (c-fs) (ins) (hrs) (c-Fs) (ins) 0. 00 0. 00 0. 00 '. '5 C). 94 0. 0" 0. 05 0. 00 0. 00 2. 70 1 . 07 0. 07 0. 15 0. 00 0. 00 2. 40 1 . 7.7 0. 04 0. '0 0. 00 0. 00 2. 45 1 . 54 0. 05 0. '5 0. 00 0. 00c J �. 0 1 . 72 0. 0".7 0. 00 0. 00 c;5 1 . 92 0. 06 '-). -7f 0. 60 0. 00 -. 67 2. 5' 0. 08 .-► 0. 45 0. 00 0. 00 2. 70 -7. 00 C). 1 c i c J. .50 C). 00 0. ')0 ��. 75 rr _ 7. 61 �). 11 �• c). 00 0. 00 2 ^. 85 . 67 0. 15 0. ./.D5 0. 00 0. 00 2. 90 90 9. 08 0. 19 0. 70 !i. 00 0. 00 ^. 9" 7 '- 0. 75 0. 00 0. 00 -7. 00 Cx; - - 0. 41 !),. 8r r' - - 'fy I= C)!_J ,_,. !.)t1 3. 05 4.T• 1i_' C . 60 0. 85 0. 00 0. 00 7. 10 4=. =8 0, 79 0. 90 0. )0 n. 00 0. 95 0. 00 0. 00 7. 20 '4. 1' 1 . 10 1 . 00 C . 00 0. 00 . Cc 7.0. 16 1 . 2: 1 . 05 0. 00 0. 00 3. 70 26. 94 1 . 7.5 1 . ;.i') 0. 00 0. 00 - 'c 24. 04 1 . 45 1 . 15 0. n0 0. 00 _7. 40 1 . J-r L` 21 . 44 1 . 0 0. 00 0. 00 7, 45 19 9 1 . 6: 1 . " 0. 00 0. 00 _7. 50 17. 71 1 . 7e - 1 . 70 0. 00 0. 00 . cJJc 16. 39 1 .1 . 77 _ 7 1 . 75 _). 00 O. 00 _ . 6_, 15. 09 1 . 84 1 . 10 0. 00 0. 00 _ . 6� . 82 ." 1' �t 1 . 90 ,.y 1 . 45 0. 00 0. 0C: 7. 70 12. ".8 1 . 95 1 . 50 0. 0(D 0. 00 _7. 75 1 1 . 40 2. 00 1 . 55 0. 02 0. 00 7. R0 10. 29 2. 09 1 . 60 0. 04 0. 00 7. P.5 9. '12 2. 09 1 . 65 0. 07 0. 00 7. 90 8. -15 2. 12 1 . 70 0. 11 0. 00 5 , T�J ;7 . 44 2. 15 i . i5 11. 1J `1. Oi; -=' 4. 00 6. 71 2. 18 ww 1 . 30 0. S0 0. 00 4. 05 c 99 2. 21 1 . 89 0. 5 0. 00 4. 10 5. 192. 27 1 . 90 0. 71 0. 01 _ 1 . 95 !_, ,6 0. 01 4. 2( 4. 66 2. 27 -. 00 C,. 4._ 0. 01 4. 25 4. 44 29 2. 05 O.J 0. :50 0. 01 4. _0 4;1 J 2c 2. 31 _ t �. 1=i 0. c? 0. 01 4. 35 4. 09 . 15 0. 70 0. 02 4. 40 :. 97 9 2. 20 0. 81 0. ' 4. 45 2% 84 2. 7.6 ,(C) Copyright - R. D. Ohioto - 1984 287- 075 THE THEATRE PROP'ERT'Y PROPOSED 100;i% YEAR 6 HO _ BASIN(`'=T 1 'HJ1N 1 TIME FUNOFF CUMUL- TIME RUNOFF CUMUL- RATE ATIVE RATE ATIVE (hr-) (c-is) (ins) (hrs) (c-is) (ins) 4. 50 7. 71 ?. _8 6. 75 0. 09 2. 75 4. 55 ▪ 57 i 0. 06 . 75 4. 1,c_% 7.. 4: 2. 41 6. 85 0. 04 '. 75 4. 65 _ . 7^ . 4 6. 90 0, 07 x. 75 4 . 70 _ • �' 2. 44 6. 95 0, 0 �. 75 4. 75 7. 15 2. 45 7. 00 0. 01 2. 75 - 4 . 80 _7. )9 2. 46 7. 05 0. 00 2. 75 pc - . 35 7. 02- ''.. 48 7. 1C 0. 00 2. 75 1 . 90 -. 30 2. 49 7. 15 0. 00 �.. 7� nr_ 2. 95 -- 5. 00 2. R6 5 1 J _ '. 75 7.57 ..:. 10 L-' 2. 54 ",. 15 '. 5- 5. 25 2. 40 '.57 - 2. ",8 r12ea_29 ^, I/ J. '-l•c`- 2. ". -6 .61 C C.`.I --e Y Vi 5- 60 2. 20 -. 64 I/ 5. 65 7C 2. 18 ._, ,fir i C 1�' L'6 J. 75� '. 1,5 2. 6% i .. f--',"..) 2. 17 ". 68 / J. 8J 1. 2.68 5. 90 x. 15 2. 69 5. 95 L 111 6. 0 C. 1 . 89 71 4. 07 1 .60 '.7 - ii.. 1 _' 1 . :2 '. 7' I/ 6. 15 1 . 05 6. ' i7 r} 90 /: 6. 27J 0. 77 '. 74 7 6._. -.0 II ' 7 2. 74 .5. 77 0. 57 5 7 y 74 4. 10 0. 44 2. 74 6. 4': o. :.; 2.74 ,,. 5C . 7 1 75. 2 i J ' S. 75 '- . 26 '. 75 4. 6( r-} 2 1 -1. 7=', i - 6. 6' 0. 16 2. 7' 6. 70 0. 12 J x. 75 i N ,(C; Copyright R. D. Shinto -- 1984 237--0 7 5 THE THEATRE PROPERTY PROPOSED 100 YEAR 6 HO BASIN 2 BASIN BASIN INPUT DATA BASIN AREA 6. 36 ACRES SOS CURVE NUMBER 82. 00 INITIAL ABSTRACTION 0. 44 44 INCHES TIME OF CONCENTRATION 10. 00 MINUTES SOS SHAPE FACTOR �56 OUTPUT SUMMARY STORM RAINFALL 4. 25 INCHES, STORM DURATION 6. 0') HOURS TOTAL RUNOFF 2. 40 INCH==, PEAK RUNOFF FATE 24. 09 CC s TIME OF PEAK- 7. 05 HOUR= UNITr _ �PH VOLUME 1 . 00 INCHES ^nr REFERENCE FILES INF%JT DATA D: _7'_- 5FC. DAT OUTPUT TO DISK 8i' s 7 5F'C -- RAINFALL DISTRIBUTION RAIN. RAI UNIT HYDRGGRAPH UNIT1 . UHG (0) Copyright - R. D. Ghioto - 1984 =37--075 THE THEATRE F'ROF'ERTY ='ROF'OSED 100 ii) YEAR 6 HO }'A"IN L' J TIME RUNOFF CUMUL-- TIME RUNOFF CUMUL_- RATE ATIVE RATE ATIVE (hrs) (c-Fs) (ins) (hrs) (cfs) (iris) 0. 00 0. 00 0. 00 z. 25 0. 24 0. 01 0. 05 0. 00 0. 00 2. 7.0 0. 29 0.01 0. 10 0. 00 0. 00 y .75 0. 36 0. 01 0. 15 0. 00 0. 00 2. 40 0. 47 0. 01 0. 20 0. 00 0. 00 2. 45 0. 51 0. 02 i). 5 0. 00 0. 00 2. 50 0. 59 0.02 _. 0. 70 0. 00 0. 0C . 55 0. 49 0. 0: :). 75 0. 00 0. 00 2. 60 0. 8-' O.l) 7 0. 40 0. 00 0. 00 2. 65 0. 99 0. 04 - 0. '10 0. 00 0. 00 2. 75 1 . 5.7 0. 06 0. 55 0. 00 0. 00 2. 80 1 . 90 0.07 0. 60 0. 00 0. 00 2.85 2. 58 (?. 09 -- 0. 65 0. 00 C). O(i ^. 90 4. 54 0. 1' 0. 70 0. 00 0. 00 x. 95 10. ()5 0. -0 0. 75 0. c 0. 0c 2. 00 1 8. 86 o. :: , i). `:'t o. O(i 0. oc -c 24. 09 0. 51 0. 85 _ . iO 0. 00 _ . 1 O '7. '5 0.68 a. 9i 0. 00 0. 00 7. 15 20. 46 0. 82 1 . 00 0. CO 0. 00 _ . -5 15. 89 1 . 07 1 . 05 . ( 0. 00 00 3. 3,0 14. 09 1 . 17 1 . 10 0. 00 0. 00 _7. 75 12. 49 1 . 26 1 . 15 . p+_) 0. C,0 - 7. 40 11 . 12 1 . 74 1 . 20 0. i_) ' 0. 00 7. 45 10. 11 1 . 41 1 . 25 0. 00 0. 00 _ . 50 9. 35 1 . 43 1 . 70 0. 00 0. 00 7.. '",5 3. 59 1 . 54 1 . 75 0. 00 0. 00 _-.60 7. 34 1 . 60 1 . 40 ). 00 0. 00 7. 65 1 n 1 . 65 1 . 45 0. 00 0. 00 7. 70 6. 78 1 . 70 1 . 50 0. 00 0. 00 7. 75 5. 70 1 . 74 . O 1 . r__cr� (:). (ii) 0. 00 7.80 5. 08 1 . 78 1 . 60 0. 00 0. 00 i _ . 85 4. 55 1 . 81 - 1 . 65 0. 007. 90 4. 08 1 . 84 1 . 70 0. 00 0. 00 7. 95 _ . 59 1 . 86 1 . 75 0. 00 0. U(. 4. ()(_, _ . 05 1 . 89 1 . C'_ 0. 00 (). ()0 4. 10 2. 74 1 . 97 ;' 1 . :n_) 0. 01 i_'. `)0 4. 15 2. 62 1 . 95 1 . 97 0. 07 C). 00 4. 2_ x. 51 1 . 9Lr -'i) 0. :-4 0. 1)0 4. 25 2. 40 1 . 98 -r_ �.. �)., n. 07 0. 0C 4. 20 2. _1 2. 00 2. 10 0. 10 0. 00 4. =5 2. 24 2. 01 - 2. 15 0. 10. 00 2. -0 0. 13 0. 00 4. 45 2. 12 2. 05 (O) copyright - R. D. Ghioto - 1984 777-SSS THE THEATRE PROPERTY FROROSED 100 YEAR 6 HOL .,SIN _ TIME RUNOFF CUMUL- TIME RUNOFF CUMUL- RATE ATIVE FATE ATIVE (hrs) (cfs) (ins) (hrs) (c-s) (ins) 4. 50 2. 04 2. 06 6. 75 0. 03 2. 40 4. 55 1 . 97 2. 07 6. 80 0. 02 2. 40 _ 4. 60 1 . 59 2. 09 6. 85 0. 01 2. 40 4. 65 1 . 83 2. 10 6. 90 0. 00 2. 40 4. 70 1 . 79 2. 11 6. 95 0. 00 2. 40 4. 75 1 . 75 2. 13 7. 00 0. 00 2. 40 4. 80 1 . 72 2. 14 7. 05 0. 00 2. 40 4. 85 1 . 69 2. 15 4. 90 1 . 67 2. 16 & . 10 0. 00 2. 40 - 4. 93 1 . 64 2. 18 3. 00 1 . 59 2. 19 5. 05 1 . 52 2.20 5. 10 1 . 46 2. 21 - 5. 15 1 . 40 2. 22 SS20 1 . 36 2. 23 5. 25 1 . 32 2. 24 -. 3. 30 1 . 32 2. 25 5. 35 1 . 30 2.26 2. 40 1 . 2E 2. 27 _ 5, 45 1 . 27 .28 5. 50 1 . 25 2. 20 5. 55 1 . 24 2.29 - 5. 60 1 . 2_ 2. 3C 5, 65 1 . 23 2, 21 5. 70 1 . 23 2. 32 5. 75 1 . 23 2.33 « - 5. 80 1 . 22 2. 34 5. 85 1 . 22 2. 35 5. 90 1 . 21 2. 36 5. 95 1 . 17 �. 36 0.4 6. 00 1 . 04 2. 37 6. 05 0. 36 2. 35 6. 10 0. 70 2. 38 - 6. 15 0. 57 2.39 20 0. 47 2. 39 6. 2. 0. 32 2. 39 _ 6. 30 0. 32 2. 40 6. 35 0. 26 2. 40 6. 40 0. 22 2. 40 5. 45 0. 18 2.40 6. se 0. 14 2. 40 4. 85 0. 11 2. 40 6. 60 0. 09 2. 40 - 6. 65 0. 96 2. 40 6. 70 0. 05 2. 40 (C) Copyright -- R. D. Ghioto -- 1984 I 267-075 THE THEATFE FROFEF T, Y PROPOSED 100 YEAR 6 HO, BASIN/1 - __ --- -._ ._ _._.__:__:,, BASININPUTDATA1/1 - - -_ ---------=^M BASIN AREA c1. 52 ACRES SCS CURVE NUMBER 87. 00 INITIAL ABSTRACTION 0. 41 INCHES TIME OF CONCENTRATION 10. 00 MINUTES /I SCS SHAPE FACTOR 256 /I OUTPUT SUMMARY - --------------------------------- 111 STORM RAINFALL 4. 25 INCHES STORM DURATION 6. 00 HOURS /I TOTAL RUNOFF INCHES PEAK RUNOFF RATE 2. 20. 16 CFS TIME OF PEAR. 7. 05 HOURS UNIT GRAPH VOLUME 1 . 00 INCHES REFERENCE FILE'S --- INPUT DATA ---- D: 87�j?5F'C. DAT ---=_ = OUTPUT TO DISK 8 7 i i75PC RAINFALL DISTRIBUTION RA I Nom. RA I UNIT HYDROGRAFH UNIT1.UHG /I /II I I N (C) Copyright - R. D. Ghioto - 1934 :::37--o75 THE THEATRE -'ROPERTY FROFOSED 100 YEAR 6 HOL L= ( TIME RUNOFF CUMUl_-- TIME RUNOFF CUMUL- RATE AT I VE FATE AT I VE (hrs) (c-Fs) (ins) (hrs) (c-Fs) (ins) 0. 00 0. 00 0. )0 _ . 0. 05 0. 00 0. 00 ^. 7(... 0. 10 0. 00 0. 00 '. 7'1 0. 76 0. 02 0. 15 0. 00 0. 00 2 Cl. . 40 0. 42 0. 02 moo 0. 00 0. 00 2. 45 0. 49 0. 0' 0. 25 0. 00 0. 00 2. 50 0. 56 0. 07 ... 0. 70 0. 00 C . 00 i 55 0. 65 0. 07 0. :5 0. 00 0. 0) 2. 60 0. 76 0. 04 i D. 40 0. 00 0. 00 +. =). 45 0. 00 D. 00 2. 70 1 . 11 110.06 i). 5i) 0. 00 0. 00 7' 1 . 77 0. 07 0. 55 0. 00 0. 00 2. 30 1 . 69 0. 09 0. 60 0. 00 0. 00 y 2. '7 0. 1 - 0. 65 0. 00 _ . 00 .▪ 90 7. 9-'. 0. � 14 0. 70 ?i. '_){_ c,. 00 -'. 95 8 c �� u. J4 0. --,-, {7. 75 0. 00 0. 00 7. 00 15. 85 0. 36 0. 80 0. 00 5 C_ . Oi) -'E �`.). 1'- {ice c - .. . � lJ. 54 3 {). 0{) 0. 0{_ 7. 10 19. 41 0. 7'y 0. 90 0. 00 0. 00 715 17. 06 0. 37 0. 95 0. 00 0. 00 _ ▪ �_ 14. 92 �) 1 . 00 1 . 00 0. 00 0. D0 - . 1 . �2 7 25 1 11 . 1..:: 1 . 05 0. i)0 0. 1)0: _7. --0_ 1 1 . 7_ 1 . 23 1 . 10 i). 00 '. a{) - -.0 t1 1 . 72. 4 ' - - 1 . 15 0. {_o 0. 00 _ . 4C 9. i2 1 . 40 1 . 20 ). 00 C. 00 7. 45 8. 39 1 . 48 1 . 25 0. 00 0. 00 3. 50 7. 75 1 . 55 1 . 61- 1 . 75 0. 00 0. 00 . 60 6. 49 1 .67 1 . 40 0. 00 0. 00 _- . A,5 5. 37 1 . 72 1 . 45 0. 00 0. 00 7. 70 5. '7 1 . 77 .... 1 . 5e 0. 00 0. oo _-. -/ ". L1. 70 1 . 81 1 - 55 0. 00 -'. 00 4. 19 • i. . 1-,0 0. 00 D. 007. 85 . 75 1 . 88 1 . 6'.;` 0. 00 0. 00 _ _ :.s 1.91 1 . 70 0. 00 0. 00 3. 95 2. 95 1 . 94 1 . 75 0. 00 0. 00 /4. 00 2. 50 1 . 96 .n• 1 . J0 0. 01 0. 00 4. 05 2. 1�6 1 . 98 r �5 2. 01 1 . 90 0. 07 0. 00 4. 15 2. 15 2. 02 1 . 95 0, 05 C . 00 L , 20 2. 05 2. 04 '.t 2. -_'0 0. 07 0. 0{i .n 25 1 . c:7 2. 06 2.. 05 0. 09 0. 00 4. 70 1 . 89 2.08 J 2. 10 0. 1: 0. 00 4. 35 1 . 83 2. 09' _'1 4 . 40 1a7V 2. 11 2. 20 0. 20 0. 01 4. 45 1 . 77 2. 17 (E) Copyright - R. D. Ohioto - 1984 287-075 THE THEATRE PROEERTY PROPOSED 100 YEAR 6 HOU PASIN 3 YE AF RUNOFF CUMUL- TIME RUNOFF CUMUL- • RATE ATIVE RATE ATIVE (hrs) <cfs> (ins) (hrs) (cfs) (iris) 4. 50 1 . 67 2. 14 6. 75 0. 02 2. 49 4. 55 1. 61 2. 16 6. 80 0. 02 2.49 4= 40 1 . 53 2. 17 ' 6. 85 0. 01 2. 49 4. 53 1 .50 2. 18 6.90 0. 00 2.49 r4 4. 70 1 . 46 2. 20 6. 95 0. 00 2. 49 4. 75 1. 43 2. 21 7.00 0. 00 2.49 111 4. 90 1 . 40 '.22 7. 05 0. 00 2. 49 4. 85 1 , 38 . 7. 10 0. 00 2. 49 4. 90 1 .37 2.25 5. \0 1 . 30 .27 S. eo 1 . 3A 2.27 5. 05 1 . 24 2.28 5. 10 1 . 19 2. 29 15. 15 . 1 . 15 2.30 20 1 . 12 2. 31 5.25 1 . 09 2. 32 5. 30 1 . 08 2. _3 5. 35 1 . 06 .34 5. 40 1 . 05 2. 55 5 .50 1 1 . 2.0'- 37 S. SQ �7 u.,. .,,, 1 . 01 2.38 5. 60 1. 01 . 2. 39 I 5.45 1 . 00 2.40 5. 7C 1. 00 2. 40 5. 75 1 . 00 2.41 5. 80 1 . 00 2.42 5.85 0. 99 2.43 5. 9) 0. 99 2. 44 5.95 0. 96 2. 45 6. 00 0. 85 2. 46 6. 05 0. 70 2.46 6. 10 0. 57 2. 47 6. 15 0. 46 2.47 6. 20 0. 38 2. 48 I 6.25 0. 31 2.48 6. 30 0. 26 2. 48 w. 35 0. 21 2.48 6. 40 0. 18 2. 48 §.75 0. 15 2.49 I 6. 50 0. 12 2. 49 6.55 0. 09 2.49 6. 60 0. 07 2. 49 I 6. 65 0 . 05 2.49 6. 70 0.04 2. 49 1 (L) Copyright -- F:. D. Ghiicto - 19,54 287--•0751 THE THEATRE PROPERTY ePROPOSED 1 O(-,, YEAR 6 HouLas;la --.______-__ _ BASIN INPUT—DATA-- -_ BASIN AREA 4. 57 ACRES . SCS CURVE NUMBER 86. 00 i INITIAL ABSTRACTION 0. == INCHES TIME OF CONCENTRATION 8. 00 MINUTES SCS SHAPE FACTOR 256 OUTPUT SUMMARY STORM RAINFALL 4. 25 INCHES STORM DURATION 6. 00 HOURS TOTAL RUNOFF 2. 73 INCHES PEAK RUNOFF RATE20. 89 CFS TIME OF PEAK 3. 05 HOURS UNIT GRAPH VOLUME 0. 99 INCHES REFERENCE FILES INPUT DATA D: 87075PC. DAT - OUTPUT TO DISK 87075PC RAINFALL DISTRIBUTION RAIN2. RAI UNIT H`.'L'ROt RAFT': !INITI . 11H+; I i (C) Co richt P r - R. D. r�hi to 1984 14 13ASIN =1 =?7--075 THE THEATRE PROPERTY FR'OFO FD 1 t;1+_i ;FA 6 h RHa Eat TIME RUNOFF CUNUL-• TINE RUNOFF c-;�, RATE ATI V'E CUML'L- (hr-s) tRATE ATIVE --_--•_- - __ _ (c --- _ (Ins) (hrs; _. .. ._.._._ (cis) (Ins) R 0. 00 0. 0S 0. 00 0.00 0. 00 0. 00 .25 0. 47 (), 2. 70 0. 49 0. 07 0. 1_.; iJ,(jt) 0. 00 56 �). (_?4 2.40 0. 00 0. 20 0. C7C7 (,1, (_7(> (}. 6^•.0. 77 (j, ("5 0. 00 2 .4�' 0. 69 0, 05 0.06 (-;. 7J o. t)(i0. 00 ....+_+ 0. 86 O. 07 0. 40 {). _?_Y 0. 00 • .4(' 0. 99 0. 0S0. 45 (.1, Ci(; •6 1 . 16 o. t_i9 I Ci. 5t? Ci, i)i7 i), :fCi 1 . 79 (�. 11 (i. 55 (? (_i(; 0. C)0 ...... , J G 1 . 69 0. 17 0. 60 0. 00 , '.80 2, _j 0. 15 . 00 5 2 0.63 • 8v . 74 i1, 10 _ 0. 00 0,00 2 0. 70. 75 ,j• i ri 0.00 ;}. (_'Ci .4(j 4. 86 i; � � .95 10. 52 '_). 3 0. 54 ()t: 2 I 0. 77 (i, (i 1r": 0. 90 . 00 0.00 1•- 18. 54 0. 97 (a. 5 (_?,Ciiy (i, _;(_; ?. +, c_) 1 . 14 _ =.2Ci 1=. 47 2 , l7(Y (:), (itj (ice :,t; 1. 9 _ '� 11 . 65 1 . 05 t"7, (_it; 0. 00 . ��. 1 . 41 1 . 10 iY, (. .? iy, ji7 • 1 ;. Ciq 1 . 52 ' 0. 00 ? _-7. --,` 8. 89 1 . 62. 521. 15 C . iCi, _ i • 4- 82 1 . 71 1 = 5 _ , Ci ry.45 7 7.5C 6. 511 . 7 1 .8S1 = =. , , _ }, i. M 1 . 75 5. 76 1 . 92 1 . 40 _i. CiC? 0. 001. 97 7.60 .65 4. 72 2. 02 1 . 50 0. 00 =. 7-: 3. 71 2.06C7, _7t) 1. 55 0. 01 (j. _i(i . 7=: . 17 2. 09 •8o 2. 5S 7.852 1 . 60 {), ti2 „- 2. 12 2. 15 1_ 65 0. 04 6 f 7. ( 2. 17 2. 17 1 . 75 (_?, t_ie {;, Cit1 7. 9=. 2. 19 i - 4. 00 1. 93 2.21 0 0. 10 _?. t_)(_) 4}i .j C '-'.. -'7 1. 85 0. 12 J : 1 . 86 2. 2 t?. _•(: 4. 1C 1 . 80 2 2= 1• ?t_, 0. 15 0. 01 C?. 1 7 0. iY 4. 15 1 . 77 2. 27 1 . 9S 2 1 4.20 1 . 57 2.29 0. 23 4. "- 1 . x•1 �, ti.- t_"s, 01 - 2. 31 4 2. 1 r'2 .30 1 . 55 2. 77 2. 15 (i, 5 1 . 51 2. 4 2 A. 40 1 . 48 ^. '•,S 4. 45 1 . 44 �. .r ' 2 , _J p y r i c l- i= R. D. r!i i o!_2 - 1984 287--075 THE THEATRE PROPERTY R�OFOSEn 100 YEAR 4 Ha IN 4 11 TIME RUNOF-r- CUMUL-- TIME RUNOFF T RATE ATIVE rCUMUL- I (cf=) (in„ RATE ATIVE airs) (cfs) (ins) I 4. 50 1 . 79 79 4. 55 1 _ _'. i b. ;J 0. 00 `. -�7 0 4. 60 R 1 . 28 L. �� 6. 8(=) Vii, Citi 2. 77 1 . 2 6.85 0. 00 7 4. 6V 2. 4,3 . / 4. 70 1. 21 2. 44 `.90 0. 00n. 4. 75 - . 19 2. 46 4. 80 1 . 17 2. 47 4. 35 i i L 2. 42 1 . 90 1 . 15 2. 49 1 4 . 95 1 . 12 1. . tis) 07 ,-, 51 �� 1 J. •__ , 03 C C;r 5. 1,) 0. 98 2. 54 • ' J. J 0. 95 -, 5J . =6 J. - 0. 91 c., C i 7 2. 58 rC 0. 89 2.59 5. 10 0. 88 '. 60 =. 4.5 0. 87 2. 61 50 0. 66 J• 55 0.35 2. 622.67 7, 60 0. 95 2. 64 I 5. 67 0. 25 5. 70 ( . 15 ' • 55 '.6'i i . 5. q . -•c- _ . ]C 2.66. . i J I ".. 80 - 0 0. 85 t_i, �_ '., 67 2.66 _.• 8�i 5. 90 0. 84 69 c- 0= 0. 3 I0r= 0. 8 ti 2.70 6. 00 0. 68 ^ 71 6. x)5 `� .J 2. 71 6. 10 0. 42 2. 72 6. I( 0. 77 i 6. 20 0. 26 '.7-:t ._.. 7 6. '5 6. 30 0. 16 2. 77 6. 75 0. 17 2. 72 . 40• (: ='• 1c� 2. 7 ' ▪ 43 (_;, c)8 2.77 2. 77 6_ ".5/ 0. 04 -). ,-)n 2. 7-. 73 6. L0 0. 0- i -7 3 6. 65 0. 01 2. 77 6. 70 0. 00 --i. 77 p CC) Cop,righl_ -- R. r . -Moto - 1934 BASIN C 2S7-075 THE THEATRE PROPERTY PROPOSED 100 YEAR HCUc BASIN INPUT DATA BASIN AREA 8. 01 ACRES SCE CURVE NUMBER g8. 00 INITIAL ABSTRACTIONx. 27 r TIME OF CONCENTRATION �, '-' I,`aCNE.� 12. 00 MINUTES SCS SHAPE FACTOR 256 OUTPUT SUMMARY ---------------- STORM RAINFALL 4. 25 INCHES STORM DURATION 6. 00 HOURS TOTAL RUNOFF . 9^ INCHES PEA}':. RUNOFF RATE ?1 . 17 CFS TIME OF F'EAK 7. 10 HOURS = UNIT GRAPH VOLUME : . 00 INCHES REFERENCE FILES --------- ------- ----- INPUT DATA D: 8 ,70PC. DAT OUTPUT TO DISK 87075PC RAINFALL DISTRIBUTION RAIN2.RAI UNIT ;YDROCRAPH iitii , �� IT1 . JHS II (C) Copy:ight - R. D. Ghioto - 1984 ' 'Ftp () �� _ ; THE THEATRE PROPERTY PROPOSED 100 YEAR 6 H1 BASIN I TIME RUNOFF GUMUL- RATE T ,� TIME RUNOFF CUMUL- ATIVE RATE ATIJE (hrs) (cfs) (ins) (hrs) (cfs) (ins) 1 0. 00 0. 05 O. 000. 00 0. 00 �5 t:). 87 cj. C)4 tj, t_;(_J O. 10 t.}, iJiJ tj. CJtj 2. 700.98 0. 04 c i_J, (j t j 1. 09 0. 05 I O. 13 0. 20 2.40 c), 00 ti. ca (i, ij(:' (i, cji) 2.45 1 . 21 1 . 74 0.06 0. i)7 . 'c-% 0. 00 0. 00 =• 1. 47 7 i) ;8 a CC 0. 09 I 0. 75 C. 40 0. 00 0. 00 0. 00 2.60 0. 00 _ 0. 10 ▪ v51 . 82 2. 07 _ . 1 1i , 4 0. 00 0. 00 • 0 2. 42 ; • 1I 0. 50 : . 55 0. 00 0. 00 0. 00 . 75 X36 O. `4 2. 30 i. 1V 0. 60 i}, (:}t_i 0. 00 ��. �9 i%, c. c 85 4. '70 c_'a 6J ( ,0. 73 c_)ia 0. 0uj tj. 19 I 0. 70 i:7, (_)i) .'. 90. 00 () �,. 1 12. 68 !j,t^? i). cj[_i i - 0. 00 0. 45 I _ . 0. 71 :)C 9. 75 t_i. O (1, 0t, 0. 90 0. 00 '-%• '-'`i 0. 0 . 1( Ti. . 17 (i, O. 95 0. 00 _ . 1v :8. 58 11 . 000. 00 1 . 00 0 O. fJ 0. 00i 22. 401 . j•, (jJ i:a ri(-} !itj - a2_, 1 , -••(-i . - _ 0. 09 1 . 42 0. 0. 00 75 (_}, 00 _ . 17. 99 1 . 57 1 . 15 ii, titj .4i' 16. 17 1 . 67 1 0 0. 00 0. 00(-i . 4 1 , i, ci(_:: - 14. 48 1 . 72 0.00(i i_J, :0 0. 00 _> i=. 16 1 .801. 70 5 12. 16 1 . 88 0.00 - b`i 11. 29 1. 28 1. 9 1. 4_ 0. 02 0. 00 65 10 . 47 i. 0 11. 45 0, I4 1. 50 i), i)ti i} -. 7t-' 9. 60 2.07 0. 00 j - -,c 8. 81 1-- i . 6(_° (-.'•y o 0. 00)9 0. 00 . 8_% 8. 0 . 18 _ ' c`' 7. 72 1 . 65 0. 16 0. 00 90 6. 59 2 . 26 95 °:. 92 . 01i 1 . 80 ti, 'IS 0. ,J1 4_ (jcj „?7 . _� pr 0 4. 92 76 1 . 9C‘ j. _7 i), �j,1 4. 1( 4. 48 ".79 4. 15 4. t)? . 4 1 . 95 0. 42 _', t)1 - 2 ' 0. 4, i'. _j24 25 . 46 i.i �i, .S3 (10 02 4. 0 7. 16 2. 48 4. :5 c. 15 0. 69 0. 0: 4. 40 2. 925 4. 45 ...-, 82 2. 53 11 , !C) Copyright - R. D. GEioto - I 1984 727-07c: THE THEATRE PROPERTY PROPOSED 100 YEAR 6 HOL BASIN S TIME RUNOFF CUMUL- TIME RUNOFF CUMUL- RATE ATIVE RATE ATIVE �hrs) <Efs> (ins) hr/ƒ - -\\j\ƒ --- (ins) 4. SR 9 22 - 4. Ss 2. 61 \. \\ 6.75 0. 09 2. 94 6.80 0. 07 2. 94 4 . 60 2. 51 4. 65 \. 42 2. 58. 6. 85 0. 05 2. 94 4 . 70 6.90 0. 04 2. 94 4. 75 2. 35 2. 61 6. 95 0. 03 2. 94 2. 63 7.00 0. 02 /. \4 /. 94 1 4. S0 2. 64 2. 65 '.es 0. 01 9. 94 4. 85 . 21 4. 90 \. 17 9 a� 7. 10 0. 00 2. 94 7. 4. 95 2. 13 7,22. 63 20 00 C. 00. 00 2. 94 2. 94 5. 00 5. 05 2. 08 2. 00 2. 69 2. 70 7.- 0. 00 2. 94 5. 10 1 . 92 2. 72 7.30 0. 00 2. 94 ...J,. ...1 -., 1 . 84 2.73 . �_ 1 . 79 2. 74 5. 25 1 . 75 2. 75 | 3. 30 1 . 71 2. 76 5. 35 1 . 68 2. 77 0000 1 . 66 2. 78 � 45 1 . 63 2. 79 | 5. '-2:0 1 . 61 2. 80 5. 55 1 . 60 2.81 5. 60 1 . 58 2. 82 I /. 65 1 . 57 2.8\ 5. 70 1. 56 2. 84 3. 75 1 . 56 2.85 ( 5. 80 1 . 56 1 . 55 22. 86 5. 85 .87 5. 90 1 . 54 2. 88 5. 95 1 . 50 2.89 0000 1 . 38 2. 90 6. 05 1 . 19 2.90 6. 10 1 . 00 2. 91 6. 15 0. 83 2.92 6. 20 0. 70 2. 92 6. 25 0.59 2.92 6. 70 SS50 2. 93 6. 35 0. 42 2.92 6. 40 0. 36 2. 93 6. 45 0. 31 2.93 6. 50 0. 26 2. 93 6. 55 0. 22 2.94 6660 0. 18 2. 94 6. 65 0. 1S 2.94 6. 70 0. 12 2. 94 /I (C) Copyright -- R. D. Shioto 193 4 287--075 Ti-IE l HEATRE PROFER T Y �•ROFO, c BASIN 6 S�_D 100 YEAR b L`iL BASIN INPUT DATA BASIN AREA 0. 99 ACRES SCS CURVE NUMBER S5. 00 INITIAL ABSTRACTION 0. 75 INCHES TIME OF CONCENTRATION 7. 00 MINUTES SCS SHAPE FACTOR 256 I OUTPUT SUMMARY STORM RAINFALL 4. 25 INCHES STORM DURATICN 6. 00 HOURS TOTAL RUNOFF , 64 INCHES PEAK RUNOFF F :°ATE 4. 59 CFS TIME ME OF PEAS:: ' 3. 05 HOURS UNIT GRAPH VOLUME 09 REFERENCE FILES INPUT DATA D:87075F'C. DAT OUTPUT TO DISK 8707SFC RAINFALL DISTRIBUTION RAINC. RAI UNIT HYDROSRAP L�J�n IT= . UHv If (c) copyright - R. O. Gh i ntv - 198' I x'87--075 THE THEATRE PROPERTY ,G OSED 100 Y`r � 5 tGiJArIF6 I TIME RUNOFF CUMUL-. TIME RUNOFF CUMUL- • RATE ATI�JE (`��_) (cFsi r RATE (c . � ATI'JE ins) (hr 1s =. = _ - _--- ) (ins) ., I 0. 00 0. 00 0. 00 0. 05 0.00 0. 00 ^. 25 C)• C7fl tj, p2 t). 1('i !_}, tici ti, iiEi �• t7 (j, i79 0. 07 I 0. 15 tj, tjcj t_i, fkj .'c ,i, 11 (j, i)1 (-7. i), 2. 40 0. 12 ci, U4 (j, 00 2.45 %7. 14 f}, os 0. 7 c_). s-}c) 0. 00 ". '1', _ s i 0. 15 (),(� 55 0. 17 0„76 1 0. 75 0. 40 0. 00 0. 00 0. 002.60 !j. 2cj 0.07 i), 45 ), i7sj ti, (j:i �.b5 %). 24 0. i)8 i7,l 0. 53 75 i), O:i (.)• )(';0. 00 Ci, t}ii :i. 29 tj, lc 2 0. 00 f 0. 47 0. 12 0. 14 0. 65 it (i!i C}, i)(j 2.80 0. 7ci 2. 85 ). 6 7 i}. 17 0. 70 „. _)r _. 9ii 1 . 11 !j, -7 _ E i !_}. !)I} 2. 9_ 2. 50 0. 35 r_._ 5 0.00 0. 00 0 4. 19 0.56 0. 80 0. 00 0. 00 _s ti.BS lj, s jcj (j. (jc i 3. '- 4. 59 0. 79 00 0. 00 0. 95 (i- ii(, 0. 00 - • 1`' 3. 26 i . 15 1 . C7i_i l.i. (_iii _7. '0} 2. 78 1 .29 i 1 . 05� 0.000.000. 000. 00 --- • .TS 1 . 41 1 . C) 0. 000. 00 ,-� s.7`j - , 'ti ". 07 1.51 1 . 1 . 15 ci,Cin0. 00 • -5 1 . 84 1 . 60 • - /' 7. 40 1 . b4 1 .68 1 . "0 2 C . iii) 0. 00 76 1 . 25 ! _7! . 45 1 . 46 1 . 76 ij.!_7() 1 . 70 !.000. 00 _7. 50 1 . 28 1. 82 ti, t)(i cc 1 . ' 11 . 88 1 . 410 0. 00 0. 00 '.6C7 0. 94 1 .92 0. 00 0. 00 . 65 0. 80 1. 96 c 1 . 45 7. 70 0. 67 2.00 0. 00 7. 75 0. 55 2. 02 .80 1 . 60 !j, 00 0. 00 - i), 51 2.03 0.00 3.85 0. 47 2. 07 1 . 65 1 . 70 0.010. 00 - 0. 44 2. 09 1 . 80 4.00 l.7, j=(_i 2. 14 0. 00 4. 05 0. 38 2. 15 1 .85 0. 0^ 0.00 4. 1 "i !- 0• 77 2. 17 1 . 90 i}- 02 O. i)i7 + cr 0. 07 4. 15 0. 76 19 2 (x, (11 4. 20 75 2. 00 E_i, 07 0. 01 4. 5 ' 14 `•y 1 5 (i. 04 0. 01 .4. 30 • 2. 10 i i. !_)5 0. 01 7 c :2 2.26 2. 15 0. 06 it i}1 • ��� Ej. �. 2b -, 4. 40 .-. �.- x,, 1}7 t_), ()^ 0. 31 2. 27 2 4. 45 0. 70 2. 29 (C) Copyright - R. D. Ghioto - 1984 237-075 THE THEATRE PROPERTY PROPOSED 100 YEAR 6 HOU BASIN 6 TIME RUNOFF CUMUL- TIME RUNOFF CUMUL- RATE ATIVE FATE ATIVE (Hr s) (Efs) ( ins) (hr s) (cfs) (ins) 4. 50 0. 29 2. 30 - 455 0. 28 6. 75 0. 00 2. 64 -. 3- 6. 30 0. 00 2. 64 . 4. 60. 0. 27 2. 33 6. 85 0. 00 2. 64 4. 65 0. 26 2.74 4. 70 0. 26 2. 36 4. 75 0. 25 2. 37 1. 80 0. 25 2. 38 4. 85 0. 24 2. 39 9990 0. 24 2. 41 . 4. 95 0. 24 2. 42 5. 00 0. 23 2. 43 5. 05 0. 22 2.44 S. 10 0. 21 2. 45 5. 15 0. 20 2. 16 5. 20 0. 19 2. 47 3. 23 0. 19 2. 48 ` 5. 30 0. 19 2. 49 5. 35 0. 19 2. 50 5= 40 0. 19 2. 51 3. 45 0. 18 2. 52 5. 50 0. 18 2. 53 5, 55 0. 18 2. 54 5. 60 0. 18 2. 54 5. 65 0. 18 2. 55 5. 70 0. 18 2. 56 5. 75 0. 18 2. 57 5. 80 0. 18 2. 58 S. 95 0. 18 2. 59 5. 90 0. 18 2. 60 5. 95 0. 17 2..1 6. 00 0. 14 .. 61 6. 05 0. 11 2.62 6. 10 0. 08 2. 62 6. 1.5 0. 06 2. 63 0000 0. 05 2. 63 6. 25 0. 04 2. 43 6. 30 0. 03 2. 6_ 5555 0. 02 2. 63 6. 40 0. 02 2. 67 6. 45 0. 01 2. 64 6. 50 0. 01 2. 64 6. 55 0. 00 2.64 6. 60 0. 00 2. 64 6. 65 0. 00 2. 64 0000 0. 00 2. 64 C) Cop,yr-ight - R. D. Ghioto - 1984 287--075 THE THEATRE PROPERTY PROPOSED 100 YEAR 6. HOU BASIN BASIN INPUT DATA BASIN AREA 7. 49 ACRES SOS CURVE NUMBER 33. 00 i INITIAL ABSTRACTION 0. 27 INCHES TIME OF CONCENTRATION 10. 00 MINUTES SCS SHAPE FACTOR 256 OUTPUT SUMMARY STORM RAINFALL 4. :'5 INCHES STORM DURATION 6. 00 HOURS TOTAL RUNOFF 2. 94 INCHES EAR:: RUNOFF FATE 15. 20 CFS TIME OF PEAR:: _7. 05 HOURS UNIT GRAPH VOLUME 1 . 00 INCHES REFERENCE FILES INPUT DATA D: 57075FC. DAT OUTPUT TO DISK - 87,:75PC RAINFALL DISTRIBUTION RAIN2. RAI ;NIT HYDROGRAPH UNIT 1 . UHG (C; Copyright - R. D. Ghi.oto - 1984 , 287 -075 THE THEATRE PROPERTI F ROF'OSED 100 YEAR 6 HOUF BASIN 7 TIME RUNOFF CUMUL-- TIME RUNOFF CUMUL- RATE ATI(„'E RATE AT I VE (hrs) (cfs) (ins) (hrs) (cis) (ins) 0. 00 0. 00 0. 00 -,„ -,5 _i 4CLiv (_), t3(_) a. (ici z^ 1i, 4 0. ) 70 0. 47 0. 05 �), 1C> Li, iiti 0. 00 .T.- 0. 15 0. 00 0. 00 0. 00 2. 45 0. 67 0. 07 - 0. 70 0. 00 0. 00 '.▪55 0. 77 0. 10 0. 7s 0. 00 0. 00 '. 60 0 L 0. 11 0. 10 0. 00 . c : 2,45 0, 99 0. 1=' ▪ 70 1 . 16 0. 14 0. 50 0. 00 0. 00 1 . 78 0. 16 C). 55 0. 00 0. 00 '-. 8) 1 . 64 0. 60 i), C)C) 0. 00 . 8J ,_. { 1 t_). 65 0. 00 0. 0( `. 90 fat O. it 0. 70 0. 00 ' 0{1 95 6. 91 0. 7' 0. 75 0. 00 ,-:. 0e . _ s _ 0. 00 j.,. 00 -0,515. 20 -5 C . 87, 0. 00 0. 0:1 - 7. 1C 14. 49 0. 95 0. 90 0. 00 0. 00 15 12. 66 1 . 1: 7. '0 11 . 02 1 . 27 1 . 00 0. 00 0. 00 --. 25 9. 71 1 . 43 1 . 05 0. 00 0. 00 7. 70 56 1 . 10 0. 00 (). 00 35 7. 55 1 . 66 1 . 15 0. 00 0. 00! - - _7. 40 6. 70 1 . 75 1 . 20 0. 00 Cl. 00 7. 4: 6. 07 1 . F-14 1 . 25 0. 00 !), l l( 7. 5,D 1 . 70 1 . 75. 0. 01 0 0 0. 00 7. 55 3. 1' 1 . 99 0. 00 1 . 40 0. 01 0. 00 1 . 45 0. 0' 0. 00 70 7. 74 2. 17 1 . 50 0. 0: 0. 00 7. 75 -• 1 . 55 0. 04 0. 00 7. 3C 2. 94 � �f. . 1 . 60 0. 06 0. 00 7. ,S15 . 90 ^ 7 1 . 70 0. 10 0. 01 7. 75 �. . 1 . 75 0. 1 0. 01 2. 0: 2. _6 8 �- 4. 00 1 . 71 'x. 78 1 . 80 0. 14 0. 0; 4. 05 1 . 41 2. 40 { pr_[ 1 . 95 ("i. 1 f 0. 01 4. 10 1 . 57 1 . 90 0. 18 0. 01 f . . 45 ., �. 1 1 5+ 1 . 47 2. 45 1 . 95 0. 20 0. 0' 4. -1C,. . ' 1 . 40 2. 47 '. (- ij Li. 0. 02 1 . 74 4. 25 c2. 49 :. 0v t_'. •-5 0. 02 4. 7(_: 1 . 29 s_ -,_. 10 0. 29 0. 07 4. 75 -7 0. 0.7 4. 4C% 1 . 21 2. 54 . 0 0. 77 0. 04 4. 45 1 . 18 2. 56 (C) Copyright - F. D. Ghicto - 1984 CJ/ 287--075 THE THEATRE PROPERTY PROPOSED 100 YEAR 6 HOU BASIN f�JI7VM� 7 TIME RUNOFF CUMUL- TIME RUNOFF C RATE ATI`�'E UMUL- (hrs) (c-Fs) (ins) RATE ATI4'E (hrs) (c-Fs) (ins) 4. 50 1 . 1? 57 4. 4. 55 L 40- 1 . 09 '. 59 6. 80 0. 01 2. 94 4. L . 6(_? 6. 85 0. 01 '. 94 4. 65 1 . 0 . . J 6y 6. 90 0. 00 2. 94 4. 70 0. 99 .-•� 6? 4. 95 0. 00 2. 94 4. 75 0. 97 2. 64 7. 00 0. 00 S!_? tin 9` 2. 667. 05 �. 9 1 .7 i . 05 0. 00 2. 94 r r ' 4. 85 0. 94 2. 67i . 10 O0. 00 , 94 �q 4. 90 i_?. ,-. 48 , ` 4. 95 0. 91 .-.70 5. 1-)0 -i 5. 05 0. 34 .7 5. 10 0. R0 i... 7- 5. 15 0. 78 2. 74 J. .-,r-, 0. 75 7L 5. _5 0. 71 2. 77 - 0. 7: 2. 78 C' • f= C . 72 -..i i, , r c 1 i - -. 4c) (?. 71 2. 80 5. 45 0. 70 2.81 .-1. `-',7 0. / 5. 60 0 0. 6.8 i . 34 L5 0. 63 2. 94 5. 70 0. 67 .7. 85 C -.c_ - f-', LC) 2,96 5. 8(_) 0. 67 -% 87 5. 850. 67 .,J8 LJ r5. 90 0. 67 2. 89 ,-_ 0. 64 2. 90 95 6. 01_) 0. 57 2. 91 6. 05 r _ . 4 6. 10 0. 78 '1. 9^ 6. 1 e 0. 31 2. 9: 6. 1-.0 0. `6 2. 9: 6. 25 0. 21 -.9--, 6. ,ci 0. 17 -'. 94 8. -S. 0. 14 x. 94 4. 40 0. 12 2. 94 , 6. 45 0. 10 2. 94 C) 0. ')8 --. 94 6. 5f 2. 94 4. 60 0. 05 2. 94 6. _65 0. 04 2. 94 ,,-.. i 0 0. 0'7 2. 94 Copyright - R. D. Ghiato - 1954 2,97-075 THE THEATRE PROPERTY PROPOSED 1 00 • E BASIN 11 YEAR 6 HOU BASIN INPUT DATA BASIN AREA 12. 75 ACRES SCS CURVE NUMBER 7-1. 00 INITIAL ABSTRACTION 0. 73 INCHES TIME OF CONCENTRATION 2 . 00 MINUTES SCS SHAPE FACTOR y 256 OUTPUT SUMMARY STORM RAINFALL 4. 5 INCHES STORM DURATION 6. 0i HOURS TOTAL RUNOFF 1 . 63 INCHES PEAK RUNOFF RATE 17. 25 CFS TIME OF Pr is 7. 20 HOHRS UNIT GRAPH VOLUME 1 . t-_,0 INCHES REFERENCE FILES INPUT DATA D• E7075FC. DAT OUTPUT T.O DISI- 87075f='C RAINFALL DISTRIBUTION RAINS. R:AI UNIT HY ROOR,IPHUNC � �I T- . U.iG (C) Copyright - R. D. Ghioto - 1984 287--07 5 THE THEATRE PROPERTY PROPOSED 100 YEAR 6 HOU -. BASIN 1. 1 TIME RUNOFF C UMUL TIME RUNOFF CU11UL- RATE ATI'V'E RATE ATIVE (nrs) (cfs) (iris) (hrs) (cfs) (ins) 0. 00 f). i j t_) 0. 00 ,-, 5 0. 00 0. 00 0. 05 t). { ) 0. 00 '. 70 0. 00 0.Q() 0. 15 O. iu_ 0. 00 0. '0 f i. 0 ) 0. 00 2.45 0. 00 0. 00 O. ^_5 0. 00 0. 00 2. 50 tet, ti, (jO 0. 00 0. 70 0. 00 0. 00 _ 55 0. 00 0. 00 0. 75 0. 00 0. 00 '. /-.0 0. 01 0. 00 0. 40 0. 00 i). 00 5 0. 07 0. 00 • 0. 43 0. 00 {;. 00 . 7 0. 50 0. 00 0. 00 2. 75 7 5 7 0. 00 .80 G. 24 0. 00 0. .40 0. 00 (i, iiti '.85 0. 45 i), f)ii 0. 45 0. 00 0.{;0 '. 90 0. 98 0. 01 0. 70 0. 00 0. 00 2. 95 2. 58 0. 0- 0. 75 0. 00 0, 00 y 0. 80 0. 00 0. 0O -� ._ ,_ _ , t;._. 9. 19 0, 07 0. 95 (_). {_)t) 0. 00 _. . 1 ' 17. 47. 0. 90 _ 0. D07. 15 _ _ 14. 71 1.� 1 D. 95 (j. 00 0.00 7. 2:: 17. 25 .0. 24 1 . 00 0. 00 0. 00 17. 16 (i, 72 1 . 05 0. 00 0.00 _7. 70 14. 54 0. 39 r. • 15. 65 i. 45 1 . 1.5 C'. 00 0. 00 7. 40 14. 64 0. 51 1 . 20 {_). (it_:' 0.00 7. 45 1 3. 71 0. 56 1 . '5 '_•. 0(_0 0.00 _7.50 12. 96 0. 41 1. . -'-) 0. 00 0.00 . 55 12. 27 { 1 ' 1 . 75 0. O(_) 0. 00 _7. 60 11 . 57 0. 70• 1 . 40 0. 00 {_).00 7. 65 10. 91 0. 74 1 . 45 0. 00 0.00 i; 7; 10. 28 0. 78 7.75 9. 70 0. 82 1 . 55 C . 00 0.00 7. 80 9. 12 0. 86 1 . 40 0. 00 0. 00 7. 85 0. 89 1 . 65 0. 00 1 . 70 0. 00 0. 00 7. 95 7. 84 0. 95 1 . 75 0, ci{_} 0.0<) 4. 00 1 . R0 0. 00 00 0. 00 4. 05 7. 70 1 . 01 1 . 85 {_). 00 �_'. (jO 4. 10 7. 05 1 . 04 1 . 90 0. 00 _). (_;{j 4 . 15 6. 8 1 . 07 1 . 95 0. 00 0.00 2. ,:0 i). <;;i 0. 00 4. '5 6. 76 1 . 12 -. 05 0. (,0 8.00 4. 70 6. 17 1 . 14 ". 10 tD. 00 0.00 4. 75 5. 90 0. 00 0.00 O 4. 40 5. 66 1 . 12 2. '0 0. 00 0.00 4. 45 5. 43 1 . 21 I (C) Copyright - R. D. Ghiot-o - 1984 287-075 THE THEATRE PROPERTY PROPOSED 100 YEAR 6 HOU }A3IN 11 a TIME RUNOFF CUMUL-• TIME RUNOFF CUMUL- RATE RTIVE RATE ATIVE (hr-) -- (oss) (ins) (hrs) (cfs) (ins) 4. 50 5. 19 ' �= ______.___�_-____-_____-_.__ •�. 55 4. 94 , � '•�� 6. 75 c_), 44 1 .62 4. 60 4. 69 1 . 26 b.80 0. 401.62 4. 65 4. 44 1 . 28 6.85 ci, 36 1 . 62 6. 90 0. 73 1.62 4. 70 4. 22 1 . 70 4. - 6. 95 0. 30 1 . 62 / J 4. 02 1 I 4. 80 4. 85 2. 86 86 . aV9 1 . 24 . .4 5 0. 24 0 1 . 63. 63 1.67 4. 90 7. 54 1 . 26 7. 15 0. 19 1 . 63 4. 95 . rLv 3.39 1 . 37 7.2017 1 . 63 5. 00 7. 27 1 . 78 25 t) 15 1 . 63 5. 05 ..i)5 1 . 9 7. _`j 0. 13 1 . 63 5. 10 2. 82 1 . 40 7. •_5 0. 11 1 . 63 5. x.5 •L.. / f. 1 . 41 I 7. 40 0. 10 1.63 5. 20 '. 60 1 . 42 J. ',76 i . 4? 7. 45 ), )8 1 . 63 3 C C 1 • 4' 7. 50 0. 07 1 .63_J. iV y. J - • ?i 2. 43 1 . 44 7. 5c 0. 06 1 . 63 5 ~ 36 1 . 45 7. 60 0. c5 1 5. 40 2. 71 �' . 4b � - ' 64 ' 45 �. 04 1 . 63 5. 45 2. 26 1 . 47 0 0 1 5. 50 2. _1, 1 . 48 7. 75 0. 02 1 . 63 .J c.r. 2. 17 = 1 5. J 5 1 . 49 7.8_) 0. 02 1 .67 5. 60 2. 14 1 . '0 7 •r. 4 5 2. 11 1 . 50 0 J 7. 90 0. 011.63 '. 702 2. 08 1 . 51 -7. 95 0. 00 1 . 63 15 2. 06 1 . 5' G' 5. 80 ' •83 _ 1 . 57 8. 05 0. 00 1 . 63 J. �, 02 1 . 54 - 0. 10 0. 00 1 .63 90 . 00 1. aJ 1 . 54 9. 15 i�, t_�0 1 . 63 1 . 55 8. 20 0. 00 1 .63 6. 00 1. 92 1 .56 6.05 1 . 8: 1.57 6. 10 1 . 70 1 . 57 6. 15 1 . 54 1 .53 6. 20 1 . 38 1 .58 6. '5 i • i 24 1 .59 6. 30 1 . 11 1 . 59 6. •'•:5 1 . 00 1 .60 6. =I a 0. 90 1 . 60 6. 45 0. 81 1 .60 6. 50 0. 77 1. . 61 6. 35 0. 66 1. .61 6. 60 0. 60 1 . 61 6. 65 0. 54 1 .61 6. 70 0. 49 1 . 62 (C) Copyright. — F . D. Chi =to - 1984 1 T37-075 THE THEATRE F'ROFERTY PROPOSED 1 c ii r BASIN 12 YEAR S HOU BASIN INPUT DATA BASIN AREA 19. 89 ACRES SCS CURVE NUMBER 81 . 00 INITIAL ABSTRACTION 0. 47 INCHES TIME OF CONCENTRATION 26. 00 MINUTES SCE SHAPE FACTOR 256 OUTPUT SUMMARY --- ---------------------------------- STORM RAINFALL 4. 25 1 � H�J INJ S STORM DURATION "_ 0 1 HOURS TOTAL RUNOFF ?. Ti INCHES PEAE:' RUNOFF RATE 76. 44 CFS TIME OF FEAT:: 7. 25 HOUR= UNIT GRAFH VOLUME 1 . 00 E= REFERENCE FILES r INPUT L���TTT_'�D=7-)TA � D: 877:�F'r�. DAT DISE S7'.:;75°C RAINFALL DISTRIBUTION RAI 2. RA I UNIT HYDr OSRAF'H Pa�7! �T1 . tH J l i:, I 4C) Copyright -- R. D. Chio!_o -- 1781 I 267-07. THE THEATRE EROF'ERTY PROPOSED 100 YEAR 6 HOU, '_:-AE I N 12 TIME RUNOFF CUMUL- TI`IE RUNOFF CUMUL-- RATE ATI4'E RATE ATI�'E 1 (hrs.) tcfs) (ins) (hrs) (cfs) (ins) , O. i)5 0. 00 0.00 ^' TJ C%. 15 c.7, c_)tj .30 0. 22 0. 00 0. 10 0. 00 0. 00 -,. 3 0. 30 0. 00 O. 15 0. 00 0. 00 , 2. 4t, 0. 39 (�.ni) O, 2i) O. 0t_) (_), 00 2. 45 0, 0 0. 25 tj, (_)Ij i), tjtj 0. t_) E 2. 50 0.62 0. 01 0. "7ty t;, (_)t) t_l, i!t} ". 5�� (}, ?h y, �y1 0. �� 0, cj0 0. (7t_) Sti 0. 92 0. 01 r 0, 45 0. 00 Ci, l i 0. 500. 00ti, 00 2. 70 7 1 .371 . 69 0. 02 0. 55 0. 00 0. 00 .�. R_. x. 11 0. 0: 0. 60 0. 00 0. 00 85 2. 74 0. 07 0. 65 Ci, 00 0. 00 2. 90 4.00 0. 04 0. 70 0. 00 0. 00 0. 75 0. 00 c, 00 • Q5 7. t).? O.06 -ti _7. 00 11 . 94 i;,09 0. 80 0. 00 0. 00 0. 35 0, 00 0. 001 0 -�c t_i, 9ll f_i. r")Z. 1i. i,t) _ . � . 54 tj. 2t.) . 7. 15 71 . 92 0. 28 a. 97-, 0. 00 0.60 _ . 20 :5. 49 0. 77 1 . 00 0. 00 0. 00 3 7. -= :6. 44 0. 46 1. 05 0. 00 0. 00 3. 70 75. 91 0.55 1 . 10 0. 00 0. 00 _ 34. 57 0. 67 . 4O 72. 74 0. 72 1 . 20 ). 00 0. 00 7. 45 70. 0. 79 . -5 0. 00 0. 00 - _7. 50 28. 81 1 , 70 0, 00 0. 00 - . 55 -.7. 1 5 0.36. 0 1 . 75 0. 00 0. 00 . 60 25. 74 1 .00 1 . 40 0. 00 0. 00 7• 65 24, 77 1 . 06 1 . 4 45 0, 00 0. 00 7. 70 „_. 07 1 . 11 1 . 50 0. 00 0. 00 7. 77 ^1 . 77 1. 17 1 . 55 0. 00 0, 00 3. 80 20. 61 1. 22 1 . 60 i_}. 00 0. 00 7. 87 19. 54 1. 27 1 . 65 0. 00 . 000 - 3. 90 18. 5111 1 . 70 0. 00 0. 00 . ,._6 . 95 17. 50 1 . 75 0. 00 10 t 00 4. 00 16. 58 1. 40 1 . 80 0. 00 0. 00 4. 05 15. 81 1 . 44 1 . 85 0. 00 0. 00 4. 1 15. 27 1 . 43 1 . 70 0. 00 0. 00 4. 1c 14. 74 1 . 51 y 1 . 95 0. 00 0. 00 4. 2'=1 14. 29 1 . 5- 2. 000. 01 0. 00 4 - 8 i _� 2`-` 1 _ • 8-5 1 . 05 , .. t?5 0. 02 0. 00 4. 7) 13. 41 1 . 42 2. 10 0. 07 0. 00 4. 75 12. 98 1 . 45 2. 15 0. 06 0. 00 2 4. 40 12. 56 1 . 63 . 0 0. 10 0. 00 4. 45 12. 13 1 . 71 cc) Copyriqht - R. D. Ghiot0 - 1934 287-07:5 THE THEATRE PROPERTY PROPOSED 100 YEAR 6 HOUF E.AS I N 12 TIME RUNOFF CUMUL TINE RUNOFF CUi'1UL- RATE ATIVE RATE ATIVE (hrs) (cfs) (ins) (hrs) (cfs) (ins) 1. 50 11 . 71 1 . 74 c. -, 570 `5 11 . 28 1 . 77 6. 80 0. 97 0. 97 ^. =ci 4. 60 10. 84 1 . 80 6. 85 0. 89 2. 30 4. 65 10. 179 1 . 82 4. 70 9. 95 1 . 85 4. 75 9. 50 0. 75 '. 71 1 . 87 7.1 • 80 9. ( f_, 1 . 8 , 00 69 . J 8. 44 1 . 91 i 7. 10 J9 2. 71 4. c5 7. 87 1 . 95 7. 20 0. 49 '. 71 5. 00 7. 49 71 5. 05 7. 18 1 . 99 - �. 0. 40 J2725. 10 4. 88 2. 01 35 0. 36 w . 1� .",. 56 2. 02 •2. t:, 5. 20 6. 24 2. 04 c 5. '94 ^. 0S 7. 50 0. '6 2. 72 . 70 r 4. 67 ( 0. 18 ". 72 '7. 15 J 2. i _ 5. 50 1. 52 ". 127. 7' i 7 c72 ,c . 1 4 _9 4 ' ._. . i 2 7. 30 0. 11 '-, '_ 7,. /L..54. 19 7. 90 5. 70 4. 1 ' 2. 1/- S. 7c, '4. {!-r2_ 17- 3. 00 0. 05 i. -'._ T. 80 7. 58 2. 1a 8. 0` 0. 04 2. 72 .c.'1. 85 19 3. 10 5. 90 -' . 88 2. "( - _ . 0. l 0 7. 77 2. 22 4. 2' 0. 07 2. 72 . �_ _ �J 0. 01 ^, 6. 05 2. 59 2. 27 S. 20 0. 01 y-? 3•L 6-. 10 _7. 40 2. 248. 75 0. 00 -1. 6. 15 7. 16 .. 24 8 6•. 20 . 90 2. c 8. 4540 _ 6. .7'5 2. 64 2 i_O i. =,. TO 2. 4.0 2. 260. 00 . - • L;. .2_' 1 . 99 i. . i L 4 J 1 . 81 ..... a.J 6. 50 1 . 65 0. 55 1 . 51 . 60 i. . 7C 9 • i ! 'J n17:J r L� 1 . 27 ^. -51 4. 70 0 1 . 14 ▪ ;r. JC) Copyright -- R. D. Ghioto - 1984 I 287--075 THE THEATRE PROPERTY F'ROF'C:SED 100 YEAR 6 HOU BASIN 17 _i BASIN INPUT DATA BASIN AREA 11 . 89 AC iES SCS CURVE NUMBER 87. 00 INITIAL ABSTRACTION 0. 41 INCHES TIME OF CONCENTRATION 23. 0(_) MINUTES SCS SHAPE FACTOR y 256 O•JTFUT SUMMARY STORM RAINFALL 4. 25 INCHES STORM DURATION A. 00 HOURS TOTAL RUNOFF 2. 49 INCHES PEAK. RUNOFF RATE 25. 69 CFS TIME OF PEAK 7. 20 HOURS UNIT GRAPH VOLUME 11. 00 I NCHE'S REFERENCE FILES INPUT DATA D:S7C 75FC. DAT OUTPUT TO DISK' 87075PC RAINFALL DISTRIBUTION RAIN . RAI UNIT HYDF'OGRAPH Lh�.T�U NT , . UHG 1 (C) Copyright - R. D. Ghi.oto - 1984 1 I 287-075 THE THEATRE FROPERT•ii PROPOSED 1 -)0 YEAR 6 HOJI BASIN 1. i TIME RUNOFF CUMUL-- TIME RUNOFF CUMUL- RATE ATIUE RATE ATIVE (hr ) (cfs) (iris) -- -- ---- -- (hrs) (c .s) (ins) I 0. 00 0. 00 0. 0025 (_;, (ice .« 0. 25 0. 00 0. 00 0. 00 2.70 0. 32 0. 01 ?.75 (:J, 1 tj, tit;0. 00 0.00L•� 0.7.9 �), i)j 0. 20 0. 00 2.40 2.45 0. 48 0.57 0. 01 0. 01 0. 25 0. 00 0. 00 _ _ 0. 70 0. 73 0. 00 0. 00 0. 00 55 '7r 2. 60 0. 02 0. 40 0. 00 , � 0. 00 0.00 00 2.65 1 . 07 0. 0.3 7:; 1. 27 0. 0-T. 0. 50 0. 00 0. 00 73 1 . 53 0. 04 0. 55 0. 55 ,0. 00 0;, .80 1 . 86 0. 04 0. 00 '.87 0. 65 f_). 0:) 0. 0 0 i ._ 0. 70 0. 00 0. 00 i3 C 9 - 0. 75 C. 00 _ c 0. 09 0. 00 7. D0 9. 8:' 0. 17 0. 30 0. 35 c . i 0 0. 00 _ . -.5 14. 99 0. '0 ' 0. 00 7. 10 63 0. 23 �0 0. 00 0. 00 3. 15 24. 49 0. ?8 0. 95 3 0. 00 0. 00 0 is 1 . 00 0. 00 0. 007. ^ . 25. 41 0. 6 0 j 05 :%. 0i-' 0. 00 7.- 3: '4. 73 0.70 .. 1 . 10 0. 00 0. 00 35 22. 92 0. 80 '1 . 74 0.83 1 . ..20 0, 00 0 7.45 19. 83 0. 97 1 . 70 ( .,000 =•. 00 _7. 50 13. 60 1 . 04 5� _ 0. 00 �_ 17. 5' 1 . 12 1 . 400. 00. .'5 0. 00 0. (_0 _. 60 16. 46 1 . 19 0. ty 0 .6=. 15. 45 1. '5 1 . 45 0. 00 0. 00 7.70 14. 32 1 .31 1 . 50 0. 00 i 50 0t00 _7. 75 17. 65 1 . 77 J. 55 0.00 . 00 7.80 12. 8 2 1 . 42 1 . 60 J 0. 00 0. 00 i • 4 7.85 l i• (�Y 1 9) 11 . -^'4 1 . 52 1 . 70 0. 00 0. 00 7 .▪955 10. 78 1 . 56 1 . 75 0. 00 0.00 0- 10. 74 1 . 8:� r: 4. ,fi j 1 . 61 0 0 0. 00 4- 11 . 3?� 0. 01- tin `ici -c 9. 95 1. 65 . P'=. 1 . 90 y • - 4. 10 9. 5° 1 .69 `• 0. 00 4. 15 5. 4 1 0. 0: 0.. 00 ,. - 2. co ;D. 05 0. )04.2D3. 91 1. 76 ' -s p 57 1 . s0'. 05 0. 08 0. 00 4. 70 i. 4 1 .87 10 ;)0. 11 00 4. 35 7. 90 1 . 87 . - , : . i c 0.00 4. 41) 7. 57 1 . 90 . 20 0. 20 0. 00 i - 4.45 7. 24 1. 93 1 , (C) Copyright - R. D. Chioto - 1934 r 287-075 THE THEATREF'ROFEFTY E AS I N 1? :C?rCCED 1.('0. YEAR6 Ht+lJf TIME RUNOFF CUMUL- I FATEAT I t;E TINE RUNOFF CUMUL- (hr ) (cfs) RATE A-fIVE (ins) (hr s) RATE (ins) 6.75 0. 54 2. 48 4. 55 6. 57 1 . 99 6.80 0. 49 2. 48 I 4. 40 6. " 2. 01 4. 65 5. 37 � C)4 6.85 (:). 45 2. 48 6.90 0. 41 2. 48 4. 70 5. 5.= 22. 06 37 4. 75 ^^ - 6. 95 +_). 2. 48 1 22. 08 _ _ 4. 4. 42 7,00 0. 34 '. 48 li) . 85 4. 7:; '. 1' +. ci4. 522. 14 . 05 7. lci 0. 27 2. 49 2. 49 4. 95 4. 71 `' 16 7. 15 (.) 5 2. 49 7. 20 0. 22 51)c) 4. 10 2. 177. . 49 5. 0 5 _ . 21 87 2 ^ 7. 70 0. 17 2. 49 5. 10 . ^ 7. 75 ci. i5 2. 49 - 6 5. 1,J 22 7. 40 0. 17 '. 49 ^. 99 2. 24 11 . 49 2. 26 7. 55 C �-'^ ?� � . i), i)g x. 44 . 8c_i 2. 277.60 0. 07 2.49 5. 40 2. 72 � -Ip t. �'• 6� ^. ^9 7.65 i), r=5 2. 49 7. 70 0. 04 2.49 ".. 51: 2. 60 30 .5. 60 � c) . 71 7.80 0. 07 2.49 _ �. .:2 7. 85 0. 02 2. 49 5. 63aya 4i ^'' J _ 2. 49 5 5 / G a Y4 7.95 0. 01 .x. 49 8. 00 0. 01 ^. 49 3C 2. 76 8.05 0. 00 2. 49 5. 903 �.▪ 3^ ^. 37 3. 10 0. 00 . 49 :3 3. 15 0. 00 2. 49 � , �� L• 8 , ?:o, 8. 20 0. 00 ^. 49 6. 00 ^. 2'^ 2. 40 6. 05 2. 13 2. 41 6. 10 1 . 98 2. 42 6. 15 1 . 64 1 . 81) i.4_i 'J. `) L . L. 2. 47 6. 25 1 . 47 2. 44 6. 30 1 . 7^ 2. 44 6. 3 1 . 19 -. 4..) 6. 40 1 . 07 ^. 45 X6.45 0. 97 ^. 46 6. 50 0. 88 2. 46 6. 35 0. 80 2. 46 4. 60 0. 72 2. 47 6.65 0. 66 2. 47 6. 70 0. 60 -). 47 4C; _-pyr`ight R. D. Ghioto • - 1984 :37-075 THE THEATRE PROFERT`( PROPOSED 100 YEAR 6 HCJE BASIN 98 J BASIN INPUT DATA BASIN AREA 10. 00 ACRES SCS CURVE NUMBER 0. 00 INITIAL ABSTRACTION 0. 41 INCHES TIME OF CONCENTRATION 600. 00 MINUTES SCS SHAPE FACTOR 256 OUTPUT SUMMARY STORM RAINFALL 4. 25 INCHES STORM DURATION 6. 00 HOURR TOTAL RUNOFF 2. 49 INCH`S i EnLRUNOFF RATE CFS TIME JF F- At: . _) HOURS UN_ , GRAPH VOLUME 1 . 00 I' L•f 1_S REFERENCE FILES IN UT DATA D: S7:i7._ DAT OUTPUT TO DISE37. 75 ' RAINFALL D I ST i,.I BUT I ONRA�,a��I A I . ,R UNIT HYDR:OGF:AP'H UNITi . UHS I . (C) Copyright - R. D. Ghiotc - 1984 I '�D BASIN 99 287-075 THE THEATRE PROPERTY FF_F'C E O c 100 Er; C b H ' BASIN INPUT DATA BASIN AREA -` CURVE V 10. 00 ACRES SCS NUMBER 0. 00 INITIAL ABSTRACTION 0. 41 INCHES TIME OF CONCENTRATION 600. O0 MINUTES SCS SHAPE FACTOR 256 OUTPUT SUMMARY STORM RAINFALL 4. 25 INCHES ES STORM DURATION z. TOTAL RUNOFF c `:. {� HOURS 2. 49 INCHES PEAK RUNOFF RATE 25. 69 CFS TIME OF PEAL20 UNIT GRAPH tiOL VOLUME HOURS ME 1 . 00 I NCHES REFERENCE FILES I NF'I JT DAT(-`, OUTPUT D:8 075F°O. DAT TO DISK 87 07=F'C RAINFALL DISTRIBUTION RAIN2. RAI UNIT HYDROGRAF'H UNIT 1 . UHP .. BAS I N / NODE RiELAT I ONS1-I I F'S INDEX NODE__ - - SUE-BASINS _^ 1 J S (j 99 99 0 0 (C) Cop yr-ight -- R. D. Ghioto - 1984 ^87-_i)75 THE THEATRE PROPERTY PROPOSED 100 YEAR 6 HOUR ROW 1 COLUMN 1 INDEX 1 ` NODE 5 99 TIME RUNOFF RUNOFF HRS. CFS CFS O. 00 0. 0 C). ci 0. 05 0. 0 0. 0 0. 10 0. 0 0. 0 O. 15 0. 0 (D. C) 0. ^C) 0. O 0. 0 0. 25 0. 0 0. 0 C). (D 0. 0 _ 0. 75 0.. (D 0. 0 0. 40 0. 0 0. 0 C>. 45 0. 0 0. 0 0. 50 0. 0 0. 0 0. 55 0. 0 0. 0 O. iJ O 0. (-) (_). (_] O. 65 0. 0 0. 0 0. 70 0. 0 c i. () 0. 75 0. 0 0. 0 i 0. 80 0. 0 0. 0 0. 85 (_). O 0. 0 0. 90 (i. C) 0. C) 0. 95 0. 0 0. 0 1 . (-!0 0. 0 0. 0 1 . 0:5 ci. t) (_). (i 1 . 10 (). C) , 1 . 15 0. 0 Gti 0 1 . 20 (i. (_) 0. C) 1 . '_5 O. (_) 0•. O i. . 70 0.. (_) 0. {) 1 . 7.5 0. 0 0. C) 1 . 40 0. 0 ti. C) 1 . 45 0. 0 0. 0 1 . 50 0. 1 O. 0 1 . 55 0. 1 0. 0 1 . 60 0. 1 0. 0 1 . 65 0. '7, 0. 0 1 . 70 C). ^ 0. 0 C 0. 2 0. 0 i • so 0. 7. 0. 0 1 . 85 C .. 7 0. 0 1 . 90 0. 4 0. 0 i 1 . 95 0. 4 (D. 0 2. 00 O. c O. 0 . 05 0. 5 0. 0 2. 10 C). 6 0. 0 2. 15 C). 7 0. 0 -N. ^'_) 0. 8 ci, i) (C) Copyright - R. D. Ghioto - 7.984 287--075 THE THEATRE PROPERTY PROPOSED 100 YEAR 6 HOUR ROW 2 COLUMN 1 INDEX _--__i____ --^__ NODE 5 99 TIME RUNOFF RUNOFF • HRS. CFS CFS 0. 0 2. TO 1 . 1 0. 0 2. 40 1 . 2 0. 0 2. 45 1 . 7 0. 0 2. 50 1 . 5 0. 0 2 1 . 6 2. 60 1 . 8 0. 0 2. 65 -. 1 0. 0 2. 70 . 0 . 70 2. 4 4 0, ci . 75 2. 9 0. 0 ^.80 j, 0 .80 _ . 4 0. 0 4. 7 0. 0 2. . - . 9c 2. 95 12. 7 0. 0 _ . 00 -- . 05 29. 8 O. 0 7. 10 71 . 2 0. 0 j _ . 15 28. 6 0. 0 _ . 0 25 - . '5 . 4 0. 0 - .▪ 70 20. 1 0. (_; - .▪ 75 18. 0 . 40 16. 1 0. 0 7. 45 14. 5 0. 0 7. 50 1.3. 2 0. 0 . 55 12. 2 0. 0 7. 60 11. . 7 C . (3 C _ . 65 10. 4 0. 0 - . 70 9. 6 0. 0 7. 75 3. 8 0. 0 . 80 8. 1 Vii. 0 - . R5 7. 7 0. 0 - . 9(= 6. 6 0. 0 - • 95 5. 9 0. 0 4. 00 5. 0. 0 4. 0; 4. 9 (j, i; 4. 10 4. 5 Vii. (j 4. 15 4. 0 0. 0 4 . 20 4. 25 7. 70. 0 4. 70 7. 2 0. 0 4 . 75 7. 0 0. 0 4. 40 2. 9 0. 0 4. 4.5 2. 8 0. 0 (C) Copyri(Mt - R. D. Ghiotc - 1984 287--075 THE THEATRE PROPERTY PROPOSED 100 YEAR 6 HOUR ROW = COLUMN 1 4 -- INDEX - -- 1 ---,--- NODE 5 99 TIME RUNOFF RUNOFF • HRS. CFS CFS . 7 0. 0 4. 55 2. 6 0. 0 4. 60 ,. 5 0. 0 4. 65 71. 4 0. 0 4. 70 4. 75 0. 0 4. s() '1, -1 0. 0 4. 85 •2 2 t_i, 0 4. 90 2 0. 0 4. 95 2. 1 0. 0 5. !)t_) 2. 1 0. 0 5. 05 ''. 0 - 0. 0 c1. 10 1 . 9 0. 0 5. 15 1 5. -,t_) 1 . 8 J. ,r 1 . 8 t_i, t_) ',. 70 1 . 7 0. 0 - 3 1 . 7 0. 0 5. 40 i 1 . 7 c-i, 0 5. 4t5 1 . 6 t, r, ci 5. 50 1 . 6 0. 0 5. JJ 1 . 6 0. 0 5. 60 1 . 6 0. i) 5. 65 1 . 6 0. 0 5. 70 1 . 6 0. 0 J. Iv 1 . 6 (i, () . 80 1 . 6 0. 0 C '• 8 1 . 5 0. i) 5. 90 1 . 5 o. t_) c flJ J • . ,. 1 . 5 1 ti, t_i o. [0 1 . 4 0. 0 6. 05 1 . `7 0. 0 i 6. 10 1 . 0 t_). i) 6. 15 0. 8 0. 0 6. 20 0. 7 O. 0 6. 25 6. 170 t). 5 0. 0 6. 75 O. 4 0. 0 6. 40 O. 4 0. 0 6. 45 t-). = 0. 0 6. 50 0. t 0. 0 6. 55 0. 2 0. 0 ) 6. 60 ti. 2 i). i) 6. 65 G. 0. 0 6. 70 0. 1 0. 0 (C) Copyright -- R. D. Ghioto -- 1984 287--075 THE THEATRE PROPERTY PROPOSED 100 YEAR 6 HOUR ROW 4 COLUMN 1 INDEX 1 NODE 5 99 TIME RUNOFF RUNOFF HRS. CFS CFS ----------------------- 6. 75 0. 1 0. 0 6. 80 0. 1 0. 0 6. 85 0. 1 0. 0 6. 90 0. 0 0. 0 6. 95 0. 0 0. 0 7. 00 o a 0. 0 7. 05 0. 0 0. 0 7. 10 cj, ci 0. 0 7. 15 0. 0 0. 0 7. 20 0. 0 0. 0 7. 25 0. 0 0. 0 7. 7, 0. 0 0. 0 7. 75 0. 0 0. 0 7. 40 0. 0 0. 0 7. 45 0. 0 0. 0 7.50 0. 0 0. 0 7. 55 0. 0 0. 0 7. 60 0. 0 0. 0 7. 65 0. 0 i 0. 0 7. 70 0. 0 0. 0 7. 75 75 c). 0 0. 0 7. 80 0. 0 0. 0 7. 85 0. 0 0. 0 7.90 0. 0 0. 0 8. 00 0. 0 0. 0 8. 0 0. 0 0. 0 8. 10 0. 0 0. 0 8. 15 0. 0 0. 0 8. -10 0. 0 0. 0 8. 5 0. 0 0. 0 8. 70 0. a 0. 0 S. -.- a. a 0. a 3. 40 0. 0 0. 0 8. 50 0. 0 c). 0 8. 55 0. 0 0. 0 108. 55 0. 0 0. 0 . . *** INTER-CONNECTED POND ROUTING PROGRAM *** (C) Copyright 1983, Peter J. Singhofen , P. E. < ICPR2X4> 287-075 TRE THEATRE PROPERTY PROPOSED 100 YEAR 2 HOUR 7-8-87 ******************** *** CONTROL DATA *** ******************** Simulation time increment (mins) __> 3 Simulation duration (hrs) --> 8 Starting time (hrs) --> ` 5 Print interval --> 2 ************************************ *** NODE AND INITIALIZATION DATA *** ************************************ NODE NODE INITIAL TYPE STAGE _______ U 5 1 782. 000 99 2 7B1 . 000 | ~ . - *** INTER-CONNECTED POND ROUTING PROGRAM *** < ICPR2X4> (C) Copyright 1983, Peter J. Singhofen , P. E. - 287-075 TRE THEATRE PROPERTY PROPOSED 100 YEAR 2 HOUR 7-B-87 � ******************************* � *** STAGE/STORAGE/TIME DATA *** ******************************* ~ NODE # 5 __________ ~ STAGE 782. 000 783. 000 784. 000 785. 000 786. 000 STORAGE 0. 000 0. 250 0. 530 0. 840 1 . 180 ~ STAGE 0. 000 0. 000 0. 000 0. 000 0. 000 STORAGE 0. 000 0. 000 0. 000 0. 000 0. 000 ~ STAGE 0. 000 0. 000 0. 000 0. 000 0. 000 STORAGE 0. 000 0. 000 0. 000 0. 000 0. 000 ~ NODE # 99 STAGE 781 . 000 781 . 000 0. 000 0. 000 0. 000 - TIME 0. 000 10. 000 0. 000 0. 000 0. 000 STAGE 0. 000 0. 000 0. 000 0. 000 0. 000 ~ TIME 0. 000 0. 000 0. 000 0. 000 0. 000 STAGE 0.000 0. 000 0. 000 0. 000 0. 000 ~ TIME 0. 000 0. 000 0. 000 0. 000 0. 000 ~ ~ ~ ~ _ - *** INTER-CONNECTED POND ROUTING PROGRAM *** < ICPR2X4> (C) Copyright 1983, Peter J. Singhofen , P. E. 287-075 TRE THEATRE PROPERTY PROPOSED 100 YEAR 2 HOUR 7-8-87 ****************** *** REACH DATA *** ****************** NOTE: Type 1 .for sharp crested weir/gate and orifice Type 2 for broad crested weir/gate and orifice * Type 3 for culvert * Type 4 for trapezoidal channel * Type 5 for parabolic channel Type 6 for rating curve * (Negative type indicates riser) REACH FROM TO REACH NODE NODE TYPE 1 5 99 3 ~ REACH # 1 from node # 5 -- to node # 99 -> Circular Culvert <- Span (inches) --> 15 Rise (inches) --> 15 Length (feet ) --> 120 Manning 's n --> . 013 Headwater invert (feet) --> 782 Tailwater invert (feet) --> 781 . Energy loss coefficient --> 1 Entrnc loss coefficient # of culverts/channels --> 1 INTER-CONNECTED FOND ROUTING PROGRAM .x** .;.: I CF'R2X4;> (C) Copyright 1987., Fater J. Singhofen , F. E. 287--075 TRE THEATRE PROPERTY PROPOSED 100 YEAR 2 HOUR 7-8--87 NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs) # (hrs) (feet) (acft) (cfs) # 1 TOTAL - 5 0. 50 782. 00 0. 00 0. 00 0. 00 0.00 99 0. 50 781 . 00 0. 00 0. 00 -- 0. 00 0. 60 o 782. 00 0. 00 0. 00 0. 00 0. 00 99 0. 60 781 .00 0. 00 0. 00 0. 00 0. 70 .782. 00 0. 00 0. 00 0. 00 0. 00 99 0. 70 781 . 00 0. 00 , -- cj, i.c_ 0. 00 5 0. 80 782. 00 0. 00 0. 00 0.00 0. 00 99 0. 80 781 . 00 0. 00 0. 00 -- 0. 00 5 c: . 90 782. 00 0. 00 0. 00 0. 00 0.00 • 99 0. 90 781 . 0o 0. 00 0. 00 0. 00 1 . 00 782. 00 0. 00 0. 00 C . 00 0. 00 • 99 1 . 00 781 . 00 0. 00 0. 00 0. 00 5 1 . 10 782. 00 0. 00 0. 00 o. oo 0. 00 99 1 . 1cl 781 . 00 ci. 0=) 0. 00 0. 00 5 1 . 20 782. 00 0. 00 0. 00 0. 00 0. 00 99 1 . 20 781 . 00 0. 00 0. 00 - 0. 00 ,.r 1 . 70 78 . 00 0. 00 0. 00) '). 00 0. 00 99 1 . 70 781 . 0c") 0. 00 0. 00 0. 00 • S 1 . t0 782. 00 -0. 01 0. 0' 0. 00 0. 00 99 1 . 40 781 . 00 C.. 01 0. 00 -• 0. 00 1 . 50 78'. 00 -0. 01 0. 06 0. 00 0. 00 99 1 . 50 781 . 00 0. 01 0. 00 -- 0. 00 5 1 . 60 782, 0c: -c: . 03. 0. 12 0. 00 c: . i_)ci 99 1 . 4,0 781 . 00 0. 01 0. 00 - 0. 00 1 . 70 782, 00 -0. 01 c.), ^i) = , cjcj 0, 00 99 1 . 70 7`1 . 00 0. 01 0. 00 0. 00 S 1 . 80 782. 00 -0. 00 0. 28 : . 00 0. 00 • 99 1 . 80 781 . 00 0. G1 0. 00 0. 00 - ~ * * INTER-CONNECTED POND ROUTING PROGRAM *** < ICPR2X4> (C) Copyright 1983, Peter J. Singhofen , P. E. . 287-075 TRE THEATRE PROPERTY PROPOSED 100 YEAR 2 HOUR 7-8-87 . NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs) # (hrs) (feet) (acft) (cfs) # 1 TOTAL ____ _____ ______ _______ . 1 . 90 782. 00 -0. 00 0. 37 0. 00 0. 0 99 1 . 90 781 . 00 0. 01 0. 00 0. 00 ~ 5 2.00 782. 00 -0. 01 0. 47 0. 00 0. 00 99 2. 00 781 . 00 0. 02 0. 00 0. 00 . 5 2. 10 782. 00 -0. 00 0. 60 0. 00 0. 00 99 2. 10 781 . 00 0. 02 0. 00 0. 00 ~ 5 2. 20 782. 00 -0. 00 0. 78 0. 00 0. 00 99 2. 20 781 . 00 0. 02 0. 00 0. 00 5 2. 30 782. 01 0. 00 0. 98 1. 99 1 . 99 0 99 2. 30 781 . 00 0. 02 1 . 99 0. 00 5 2. 40 782. 02 0. 00 1 . 21 2. 00 2. 00 ~ 99 2. 40 781 . 00 0. 03 2. 00 0. 00 5 2. 50 782. 01 0. 00 1 . 47 C. 66 0. 66 99 2. 50 781 . 00 0. 05 0. 66 0 00 ~ . 5 2. 60 782. 05 0. 01 1 . 82 0. 34 0. 34 99 2. 60 781 . 00 0. 05 0. 34 0. 00 ~ 5 2. 70 782. 11 0. 03 2. 42 0. 23 0. 23 99 2. 70 781 . 00 0. 05 0. 23 0. 00 � 5 2. 80 782. 19 0. 05 3' 39 0. 19 0. 19 99 2. 80 781 . 00 0. 05 0. 19 0. 00 . 5 2. 90 782. 34 0. 09 6. 61 0. 51 0. 51 99 2. 90 781 . 00 0. 06 0. 51 0. 00 ~ 5 3. 00 782. 77 0. 19 22. 24 1 . 79 1 . 79 99 3. 00 781 . 00 0. 06 1 . 79 0. 00 5 3. 10 783' 56 0. 41 31 . 17 4. 14 4. 14 - 99 3. 10 781 . 00 0. 08 4. 14 0. 0G 5 3. 20 784. 23 0.60 25. 25 6. 21 6. 21 . 99 3. 20 781 . 00 0. 12 6. 21 0. 00 . ~ \ ~ - *** INTER-CONNECTED POND ROUTING PROGRAM *** < ICPR2X4> - (C) Copyright 1983, Peter J. Singhofen , P. E. 287-075 TRE THEATRE PROPERTY PROPOSED 100 YEAR 2 HOUR 7-8-87 . NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs) # (hrs) (feet) (acft) (cfs) # 1 TOTAL -___ _____ _-____ ~ _______ ______ ______ ______ 5 3. 30 784. 65 0. 73 20. 09 7. 42 7. 42 99 3. 30 781 . 00 0. 17 7. 42 0. 00 ~ 5 3. 40 784. 93 0. 82 16. 13 7.84 7.84 99 3. 40 781 . 00 0. 24 7. 84 0. 00 ~ 5 3. 50 785. 10 0. 87 13. 16 8. 09 8.09 99 3. 50 781 . 00 0. 30 8. 09 0. 00 ~ 5 3 . 60 785. 20 0. 91 11 . 28 B. 23 8. 23 99 3. 60 781 . 00 0. 37 8. 23 0. 00 , 5 3 . 70 785. 25 0. 93 9. 60 8. 31 8.31 99 3. 70 781 . 00 0. 44 8. 31 0. 00 5 3. 80 785. 27 0. 93 8. 06 . 33 8. 33 . 99 3. 80 781 . 00 0. 51 8. 33 0. 00 5 3. 90 785. 24 0. 92 6. 59 2. 29 8. 29 ^ 9c23. 90 781 . 00 0. 58 8. 29 0. 00 5 4. 00 785. 19 0. 90 5. 37 2' 20 8. 20 99 4. 00 781 . 00 0. 64 8. 20 0. 00 . 5 4. 10 785. 11 0. 88 4. 48 8. 09 3. 09 99 4. 10 781 . 00 0. 71 8. 09 0. 00 . 5 4. 20 785. 01 0. 84 3' 53 7. 95 7. 95 99 4. 20 781 . 00 0. 78 7. 95 - 0. 00 ^ 5 4. 30 784. 89 0. 80 3. 16 7. 78 7. 78 99 4. 30 781 . 00 0. 84 7. 78 0. 00 ^ 5 4. 40 784. 76 0. 77 2. 92 7. 61 7. 61 99 4. 40 781 . 00 0. 91 7. 61 0. 00 . 5 4' 50 784. 64 0. 73 2. 72 7. 43 7. 43 99 4. 50 781 . 00 0. 97 7. 43 0. 00 5 4. 60 784. 51 0. 69 2. 51 7. 25 ' 99 4' 60 781 ' 00 1 - 07 7' 25 0. 00 ' " ~ . - *** INTER-CONNECTED POND ROUTING PROGRAM *** - (C) Cop�right 1983, Peter J. Singhofen , P. E. ICPR2X4> 287-075 TRE THEATRE PROPERTY PROPOSED 100 YEAR 2 HOUR 7-8-87 ~ NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs) __#_ (hrs) (feet) (acft) (cfs) # 1 TOTAL ~ ----- ______ _______ ______ ______ ______ 5 4. 70 784. 38 0. 65 2. 35 7. 08 7 08 . . 99 4. 70 781 . 00 1 . 09 7 08 ^ ^ 0. 00 ~ 5 4. 80 784. 25 0. 61 2. 24 692 6 92 15 6. 92 ^ --- 99 4. 80 781 . 00 1 ~ ^ 0. 00 ~ 5 4. 90 784. 13 0. 57 2. 17 6 . 78 78 6 6. 78 --- 99 4. 90 781 . 00 1 . 20 ^ 0. 00 ~ 5 5. 00 784. 01 0. 53 2. 08 6. 65 6 65 99 5. 00 781 . 00 1 . '6 6. 65 ^ ^ 0. 00 5 5. 10 783. 88 0. 50 1 . 92 6. 39 6. 79 ~ �9 5. 10 781 . 00 1 . 31 6. 39 0. 00^ 5 6. 02 783. 75 0. 46 1 . 79 6. 02 6 02 ~ 99 5. 20 781 . 00 1 . 37 6. 02 0. 00 5 ^ 5. 30 783. 62 0. 42 1 . 71 5. 44 5. 44 ~ 99 5. 30 781 . 00 1 . 41 5. 44 0. 00 5 5. 40 783. 52 0. 40 1 . 66 4. 92 4. 92 99 5. 40 781 . 00 1 . 46 4. 92 0. 00^ ~ 5 5. 50 783. 42 0. 37 1 . 61 4. 64 4. 64 99 5. 50 781 . 00 1 . 50 4. 64 0. 00^ ~ 5 5. 60 783. 34 0' 34 1 . 58 4. 28 4. 28 99 5. 60 781 . 00 1 . 54 4. 28 0. 00^ ^ 5 5. 70 783. 26 0. 32 1 . 56 3' 93 7. 97 99 5. 70 781 . 00 1 . 57 3. 93 0. 00^ o 5 5. 80 783. 19 0. 30 1 . 56 3. 60 7. 60 99 6. 80 781 . 00 1 . 60 3. 60 0. 00^ , 5 5. 90 783. 13 0. 29 1 . 54 3. 32 7. 32 99 5. 90 781 . 00 1 . 63 3. 32 - 000 5 6. 00 783. 08 0. 27 1 . 38 3. 07 7.00 ~ 99 6. 00 781 . 00 1 . 46 3. 07 ------ 0^00 . , _ ~ +** INTER-CONNECTED POND ROUTING PROGRAM *** - (C) Copyright 1983, Peter J. Singhofen , P, E, < ICPR2X4> 287-075 TRE THEATRE PROPERTY PROPOSED 100 YEAR 2 HOUR 7-8-87 ~ NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs) __#_ (hrs) (feet) (acft ) (cfs) # 1 TOTAL � ---- ______ _______ ~ 5 6. 10 783.03 0. 26 1 . 00 2 83 2 83 83 . ' --- 99 6. 10 781 . 00 1 . 68 2 ^ ^ --- 0. 00 ~ 5 6. 20 782. 97 0. 24 0. 70 2. 59 2 59 ^ ^ 99 6. 20 781 . 00 1 . 71 2 59 ^ ^ 0. 00 ~ 5 73 235 ---6. 30 782. 90 0' 23 0. 50 2 35 2 35 99 6. 30 781 . 00 1 ^ ^ . . 0. 00 ~ 5 ^6. 40 782. 84 0. 21 0. 36 2. 11 2 11 99 6. 40 781 . 00 1 . 75 2 11 ^ ' ^ 0. 00 5 6. 50 782. 78 0. 20 0. 26 1 . 89 1 89 . 99 6. 50 781 . 00 1 . 76 1 B9 ^ ^ ^ ^ - 0. 00 5 6. 60 782. 73 0. 18 0. 18 ^78 1 ^ 68 1 68 , 99 4. 60 781 . 00 1 . 78 1 . 48 ------ 0. 00 5 6. 70 782. 68 0. 17 0. 12 1 . 50 1 50 99 6. 70 781 . 00 1 . 79 1 50 ~ ^ ^ ^ ^ 0. 00 5 6. 80 782. 63 0. 16 0. 07 1. 74 1 34 99 6 1 . 80 .. 80 781 . 00 1 34 ^ ^ 0. 00 ^ 5 6. 90 782. 59 0. 15 0. 04 1 . 19 19 1 81 1 . 19 ^ --- 99 4. 90 781 . 00 1 ^ 0. 00 ^ 5 7. 00 782. 56 0. 14 0. 02 ^ 1. 06 ^ 06 , . 99 7. 00 781 . 00 1 . 8^ 1 06 ^ ^ 0. 00 ' 5 7. 10 782. 52 0. 13 0. 00 83 0. 95 ---0 95 0 95 99 7. 10 781 . 00 1 ~ ^ . - 0. 00 5 . .7. 20 782. 49 0. 12 0. 00 ("2. 86 0 86 99 7. 20 781 . 00 1 . 84 0 86 ^ - 0. 00 5 7. 30 782. 46 0. 12 0. 00 0. 77 0. 77 99 7. 30 781 . 00 1 . 85 0. 77 ------ 0. 00^ 5 7. 40 782. 44 0. 11 0. 00 0 . 70 70 0 85 0. 70 . ------ 99 7. 40 781 . 00 1 ^ 0. 00 ~ ~ *** INTER-CONNECTED POND ROUTING PROGRAM *** < ICPR2X4> ' (C) Copyright 1983, Peter J. Singhofen , P. E. 287-075 IRE THEATRE PROPERTY PROPOSED 100 YEAR 2 HOUR 7-8-87 . NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs) # (hrs) (feet) (acft) (cfs) # 1 TOTAL - ____ _____ ___ - _ _ _______ 5 7. 50 782. 42 0. 10 0. 00 0. 63 0. 63 99 7. 50 781 . 00 1 . 86 0. 63 0. 00 - 5 7. 60 782. 40 0. 10 0. 00 0. 57 0.57 99 7. 60 781 . 00 1 . 86 0. 57 0. 00 - 5 7. 70 782. 38 0. 09 0. 00 0. 52 0. 52 99 7. 70 781 . 00 1 . 87 0. 52 0. 00 . 5 7. 80 782. 36 0. 09 0. 00 0. 48 0. 48 99 7. 80 781 . 00 1 . 87 0. 48 - 0. 00 5 7. 90 782. 35 0. 09 0. 00 0. 44 0. 44 ~ 99 7. 90 781 . 00 1 . 88 0. 44 0. 00 5 8. 00 782. 33 0. 08 0. 00 0. 41 0. 41 - 99 8. 00 781 . 00 1 . 88 0. 41 0. 00 5 8. 10 782. 32 0. 08 0. 00 0' 38 0. 38 ~ 99 8. 10 781 . 00 1 . 88 0. 38 0. 00 5 8. 20 782. 31 0. 08 0. 00 0. 3s 0. 35 99 8. 20 781 . 00 1 . 89 0. 35 0. 00 ~ 5 8. 30 782. 29 0. 07 0. 00 0.32- 0. 32 99 B.30 781 . 00 1 . 89 0. 32 0. 00 ~ 5 8. 40 782. 28 0. 07 0. 00 0. 30 0.30 99 8. 40 781 . 00 1 . 89 0. 30 0. 00 ~ . ~ . - - - . . . *** INTER-CONNECTED POND ROUTING PROGRAM *** _ (C) Copyright 1983, Peter J, Singhofen , P. E. ICPR2X4> 287-075 TRE THEATRE PROPERTY PROPOSED 100 YEAR 2 HOUR 7-8-87 ~ NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs) ~ __#_ (hrs) (feet) (acft) (cfs) # 1 TTL ---- 5 8. 50 782. 27 0. 07 0. 00 0. 28 0 28 99 8. 50 781 . 00 1 . 89 0. 28^ ^ ^ 0. 00 ° ~ ^ ^ ^ ` � - *** INTER-CONNECTED POND ROUTING PROGRAM *** .. (C) Copyright 19B3, Peter J. Singhofen , p, E, < ICPR2X4> 287-075 TRE THEATRE PROPERTY PROPOSED 100 YEAR 2 HOUR 7-8-87 I *** PEAK CONDITIONS SUMMARY *** - PEAK PEAK TIME TO PEAK TIME TO NODE STAGE STORAGE PEAK OUTFLOW PEAK . __#_ (feet) (acft) (hrs) (cfs) (hrs) ------ -_ ------- 5 785. 27 0. 93 3. 80 8. 73 17. 80 99 781 . 00 0. 00 0. 55 0. 00^ 055 ~ PEAK TIME TO FROM TO OUTFLOW PEAK ~ NODE NODE (cfs) (hrs) ____ ____ _______ _______ 5 99 8. 33 3. 80 . . . . BASIN / NODE RELATIONSHIPS INDEX NODE SUE—BASINS 1 1 1 11 0 0 0 0 - 7, 12 0 0 0 0 4 4 4 t i 0 0 a c i 5 98 98 a 0 0 c i 0 (C) Copyright -- R. D. Ghioto - 1984 287-075 THE THEATRE PROPERTY PROPOSED 100 YEAR 6 HOUR ROW 1 COLUMN 1 INDEX 1 ^ - 4 5 NODE 1 ' 4 98 TIME RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF HRS. CFS CFS CFS CFS CFS • 0. 05 i). (_) 0. 0 0. 0 (_). 1 0. 0 0. 10 0. 0 0. 0 0. 0 0. 0 0. 0 0. 15 0. 0 0. 0 0. 0 0, ' 0 0. 0 0. 0 0. 0 :i. 0 0. 0 0. 25 0. 0 0. 0 0. .__i 0. 0 0. 0 0. 0 0. 0 0. 0 0. 7 '; 0. 0 0. 0 0. 0 0. 0 0. 0 0. 40 t). l_i 0. 0 . 0. 0 0. 0 0. i) 0. 45 0. 0 0. 0 0. 0 fl. O 0. 0 0. 50 0. 0 O O. 0 0. 0 0. 0 0. 0 i cc 0. X55 0. 0 0. 0 0. 0 0. 0 0. 0 0. 40 O. ) C:. 65 0. 0 0. 0 0. 0 0. 0 0. 0 0. 70 0. 0 0. 0 0. 0 0. 0 0.. () 0. 7 ", 0. 0 0. 0 (_). (_) 0. 0 .f_) 0. 80 0. 0 0. 0 0. 0 0. 0 C .. 0 0. 85 0. 0 0. 0 0. 0 0. 0 0. 0 0. 90 0. 0 0. 9` 0. 0 0. 0 0. 0 0. 0 0. i) 1 . 00 0. 0 f Y (_}. i 1 . 05 0. f_) 0. 0 0. 0 J. �> ), it 3. 0 1 . 10 0. 0 0. 0 0. 0 0. 0 0. 0 1 . 15 0. 0 _). i l 0. 0 0. 0 0„ i) 1 . 20 C). C) 0. 0 0. f_) 0. 0 0. 0 1 . 25 0. 0 0. 0 0. 0 0. 0 0 1 . 30 0. 0 0. 0 0. 0 0. 0 0. 0 1 . 75 (_). i) 0. 0 i). o 0. 0 0. i) 1 . 40 C). 0 C). 0 0. 0 0. 0 0. 0 1 . 45 0. 0 0. 0 0. 0 0. 0 i), 0 1 . 50 0. 0 0. 0 0. 0 0. 0 0. 0 1 . ',T, (i. 0 i), fi 0. 0 0. 0 3. 0 1 . 60 0. 0 O. U 0. 0 0. 0 0. 0 1 . 65 0. 1 0. 0 0. 0 0. 0 0. 0 1 . 70 0. 1 0. 0 0. 0 0. 1 0. 0 1 . 75 0. 2 C). C) 0. 0 0. 1 0. c) j . R0 0. 2 0. 0 (-i. O 0. 1 :). () 1 . 85 0. 7 0. 0 0. 0 0. 1 0. 0 1 . 90 0. - 0. 0 0. 1 0. 2 0. 0 1 . 95 0. 4 0. 0 (_). 2 , fici 0. 4 0. 1 0. 1 0. 2 0, 0 2. 05 0. 5 f_). 1 0. 0. 2 0. 0 2. 10 C). 6 0. 1 0. 0. 0. 0 2. 15 0. 7 0. 2 0. 7 0. 7 0. 0 -1. 20 (_). 8 0. 7 0. 4 0. 4 0. 0 (C) Copyrigh- -- R. D. Ghioto - 1984 287-075 THE THEATRE PROPERTY PROPOSED 100 YEAR 6 HOUR ROW 2 COLUMN 1 NODE 1. 2 _ 4 98 TIME RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF HRS. CFS CFS CFS CFS CFS ' 2. 25 0. 9 0. 4 0. 5 0.4 0.0 �. 0 1 . 1 0. 5 0. 4 0. 5 0.0 2 7. 40 1 . 4 0. 8 0. 9 0. 6 0. 0 2. 45 1 . 5 1. . 0 1 . 1 0. 7 0. 0 • �(-) 2 1 . 7 1 . ' 1 . 2 0. 8 0, 0 2. 55 1 . 9 1 . 5 1 . 4 0. 9 0. 0 2. 60 2. 2 1 . 7 1 . 7 1 . 0 0. 0 . 2. 1 6 2 2. 651 �'. 0 1 . 2 0, 0 '. 70 7. 1 2. 6 2. 4 2. 75 7. 7 . 2 2. 9 1 . 7 0. 0 2. 80 4. 6 4. 0 7. 6 ', 0 0. 0 2. 85 6. 1 5. ? 4. 6 2. 7 0. 0 �. 90 10. 1 8. 5 7. _ 4. 9 0. 0 2. 95 21 . 0 17. 1 14. 4 10. 5 0. 0 7. 00 78. 4 70. 8 25. 7 18. 1 0. 0 • 0`- 52 2 42. 7 75. ^ _ 7. 10 56. 8 48. 8 40. 1 18. 5 0. 0 7. 15 5.2. 4 41 . 5 _ .• 20 51 . 4 57. 4 40. 6 17. 5 0. 0 -. . ...r 47. : 5'. 7 78. /- 11 . 6 0. 0 7. 70 4.7. 5 -,:-.). 0 36. 1 10. 1 0. 0 7. 75 7 47. 0 77. 7 .• 40 :6. 1 43. 9 70. 6 8. 0 0. 0 7.45 7_ . 0 40. 9 28. 2 7. 7 0.0 • i 70. 7 78. ' 26. 4 uJ�J 6 5. 8 24. 6 • r5 2� _5. 7 -. J ,0. 0 7. 60 26. 7 :7. 6 '7. 0 '.. 0 0. 0 .• 65 24. 7 5 21 . : : 0. 0 7. 70. 70 22. 9 29. 4 19. 8 7. 7 0. 0 _ •• 75 21 . 1 27.5 18. 4 .3. 2 0. 0 7. 80 19. 4 25. 7 17. 0 2. 6 0. 0 7. 85 17. 8 24. 1 •• 90 16. 4 22. 6 14. 7 �. 2 0. 0 7. 95 15. 7 21 . 1 17. 7 2. 0 0. 0 4. 00 14. : 19. 6 12. 8 1 . 9 0. 0 4. 05 17. 7 18. 7 12. : 1 . 9 0. 0 4. 10 12. 2 18. 0 11 . 8 1 . 8 0. 0 4. 15 11 . 7 17. 4 11 . 4 1 . 7 0. 0 4. 20 11 . : 16. 8 11 . 0 1 . 7 0. 0 4. 25 10. 8 16. 3 10. 5 1 . 6 0. 0 r 4. 70 10. 4 15. 7 10. 1 1 . 5 0. 0 4. 75 10. 0 15. 2 9. 7 1 . 5 _i. i, 4. 40 9. 6 14. 7 9. 4 1 . 5 0. 0 4. 45 9. -Y 14. 3 9. 0 1 . 4 0.0 (C) Copyright - R. D. Ghi.oto -- 1904 287-075 THE THEATRE PROPERTY PROPOSED 100 YEAR 6 HOUR ROW 7 COLUMN 1 ----- ------------------ ------ ---------------- NODE 1 ^ _ 4 98 TIME RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF HRS. CFS CFS CFS CFS CFS • 4. 50 8. 9 15.8--•-------3-6 1 . 4 . 4=--- 0. 0 4 . 8. 5 17. 7 3. 0. 60 8. 1 12. 7 7. 8 1 . 7 0.0 4 . 65 7. 8 1.2. 2 7. 4 1 . 2 0. 0 4. 70 7. 4 11 . 7 7. 0 1 . 2 0. 0 4. 75 7. 11 . 3 6. 7 1 . 2 4. 3C 6. 9 10. 8 6. 4 1 . 0. 0 4. 85 6. 7 10. 7 6. 1 1 . ? 0. 0 4. 70L 9. 9 5. 9 1 . 1 0. 0 4. 95 _ 9. 5 'i. 7 1 . 1 0. 0 5. 00 6. 1 5. 05 5. 8 8. 7 5. 1 1 . 0 0, 0 E. 10 5. 4 8. 5. 15 -. 8. 0 4. 4 0. 9 0. 0 5. 20 _J. 1 7. 6 4. 2 0. 9 C . 0 '1. 25 4. ° 7. 4. 1 0. 9 0. 0 5. 70 4. 8 7. 0 4 . 0 0. 9 6. 0 5. 35 4. 7 6. 7 _ . •" " 0. 9 0. 0 5. 1.0 4. 6 6. 7 8 0. 9 ',. 4.5 4t . 5 '1. 9 _ . 7 0. 9 0. 0 5. 50 4. 4 c - .... -'54. 4 5. 6 7. 6 0. 9 5. 60 4. '.. 5 7. 5 0. 9 0. 0 65 4. _ 5. 4 . c 5. 70 4. 7 5. ' 7. 4 0. 9 0. 0 5. 75 4. 2 ,J. , 7. 4 0. 9 0. 0 '-. 80 4. 2 5. 2 _ - _ . 4 0. 9 0. 0 5. 85 4. ' .5. � 00-). , _ 4. 2 5. 9` 4. 1 '1. 0 6. 00 7. 8 4. 8 8 '. 1 0. 7 0. 0 6. 05 7. 4• 4. 4 2. 8 0. 5 0. 0 6. 10 _ . 0 4. 1 2. 6 0. 4 0. 0 6. 15 2. 6 7. 7 -n. 0. 0 0. 0 6. 20 6. 2.5 2. 0 _ . 0 1 . 8 0. ' 0. 0 6. 70 1 . 7 2. 7 1 . 6 0. 2 0. 0 _mac5 c 6. �: 1 . 5 2. 4 1 . 4 0. 1 0. 0 6. 40 1 . 7 -. C 1 . 7 0. 1 - . 0 6. 45 1 . 2 . 0� 1 . 1 0. 1 0. 0 6. 50 1 . 0 8.�i . J1 . 0 0. 1 0, 0 6. 55 0. 9 1 . 6 0. 9 0. 0 0. 0 _). .SO 0. 8 1 . 5 0. 8 0. 0 0. 0 6. 65 0. 7 1 0. 7 0. 0 0. 0 6. 70 0. 6 1 . 2 0. 6 0. 0 0. 0 i (C) Copyright -- R. D. Ghioto - 184 287-075 THE THEATRE PROPERTY PROPOSED 100 YEAR b HOUR ROW 4 COLUMN -----------.--------------- -____:------------ INDEX 1 C - 4 5 NODE 1 7 4 98 TIME RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF HRS. CFS CFS CFS CFS CFS A. 80 0. 5 1 . 0 0. 5 0. 0 0.0 6. 85 0. 4 0. 9 0. 5 0. 0 A.. 95 0. :7 0. 8 0. 4 0. 0 7. 00 0. - 0. 7 0. 7 0. 0 r 7. 05 0. ' - . () 7. 10 0. 2 0. 6 0. 7 0. 0 0. 0 7. 15 0. '' 0. 5 0. 7 0. 0 C. 0 7. 20 0. -1 0. 5 0. 2 0. 0 0. 0 7. 5 O. ' 0. 4 O. ' 0. 0 0. 0 7. 70 0. 1 0. 4 0. 0. 0 0. 0 7. 75 0. 1 0. 4 0. ^ 0. 0 0. 0 7. 40 0. 1 0. 7 0. 1 0. 0 7. 45 0. 1 0. 7 0. 1 0. 0 C. 0 7. '10 0. 1 0. - 0. 1 0. 0 0. - s) . 7. 55 0. 1 0. 2 0. 1 0. 0 0. 0 7. 60 0. 1 0. 0. 1 0. 0 0. 0 7. 65 0. 0 0. 2 0. 1 0. 0 0. 0 7. 70 d. 0 O. 0. 0 0. 0 0. 0 7. 75 0. 0 0. 1 0. 0 0. 0 0. 0 7. 30 - 0. 0 0. 1 0. 0 0. 0 0. 0 7. 85 0. 0 0. 1 0.0 0. 0 0. 0 7. 90 0. 0 0. 1 0. 0 0. 0 0. 0 7. 95 0. 0 0. 1 0. 0 0. 0 _;. 0 8. 00 0. 0 0. 1 0. 0 0. 0 0. 0 8. 05 0. 0 0. 0 0. 0 0. 0 0_,. (_) 8. 10 0. 0 0. 0 0. 0 0. 0 0. 0 8. 15 0. 0 0. 0 0. 0 0. 0 C. 0 8E'ci 0. 0 0. 0 0. 0 0. 0 0. 0 8. ^5 0. 0 0. 0 0. 0 0. 0 0. 0 R. 70 0. 0 0. 0 0. 0 0. 0 0. 0 8. 7.5 o. 0 0. 0 0. 0 0. 0 0. 0 8. 40 0. 0 0. 0 0. 0 0. 0 0. 0 8. 45 0. 0 0. 0 0. 0 0. 0 0. 0 R. '..0 0. 0 0. 0 0. 0 0. 0 0. 0 8. 55 0. 0 0. 0 0. 0 0. 0 0. 0 108. 55 0. 0 0. 0 0. 0 0. 0 0. 0 *** INTER-CONNECTED POND ROUTING PROGRAM *** C) ( Copyright 1983, Peter J. Singhofen , P. E. < ICPR2X4> 287-075 THE THEATRE PROPERTY PROPOSED 100 YEAR 2 HOUR K 7-7-87 n ******************** *** CONTROL DATA *** ******************** Simulation time increment (mins) Simulation duration (hrs) --> 8 Starting time (hrs) --> . 5 Print interval --> 2 ********* *********** ************ *** NODE AND INITIALIZATION DATA *** ************************************ NODE NODE INITIAL � # TYPE STAGE ------- 1 788.000 2 1 799. 000 3 1 795. 000 4 1 787. 000 98 2 783. 000 . . *** INTER-CONNECTED POND ROUTING PROGRAM *** < ICPR2X4> y (C) Copyright 1983, Peter J. Singhofen , P. E. 287-075 THE THEATRE PROPERTY PROPOSED 100 YEAR 2 HOUR K 7-7-87 , . ******************************* *** STAGE/STORAGE/TIME DATA *** ******************************* NODE # 1 | ---------- STAGE 788. 000 789. 000 790. 000 791 . 000 792. 000 STORAGE 0. 000 0. 660 1 . 360 2. 110 2 900 i ^ STAGE 0. 000 0. 000 0. 000 0. 000 0. 000 STORAGE 0. 000 0. 000 0. 000 0. 000 0. 000 1 . . STAGE 0. 000 0. 000 0. 000 0. 000 0. 000 STORAGE 0. 000 0. 000 0. 000 0. 000 0. 000 NODE # 2 __________ STACE 799. 000 800. 000 801 . 000 802. 000 803. 000 STORAGE 0. 000 0. 180 0. 380 0.610 0. 860 STAGE 804. 000 0. 000 0. 000 0. 030 0. 000 STORAGE 1. 140 0. 000 0. 000 0. 000 0. 000 STAGE 0. 000 0. 000 0. 000 0. 000 0. 000 STORAGE 0.000 0. 000 0. 000 0. 000 0. 000 NODE # 3 ---------- STAGE 795.000 796. 000 797. 000 798. 000 799. 000 STORAGE 0.000 0. 750 1 . 550 2. 390 3. 280 STAGE 800. 000 0. 000 0. 000 0. 000 0. 000 STORAGE 4. 220 0. 000 0. 000 0. 000 0. 000 STAGE 0.000 0. 000 0. 000 0. 000 0. 000 STORAGE 0.000 0. 000 0. 000 0. 000 0. 000 NO=E # 4 __________ STAGE 787.000 788. 000 789. 000 790. 000 791 . 000 STORAGE 0.000 0. 250 0. 530 0. 840 1. 180 STAGE 792.000 0. 000 0. 000 0. 000 0. 000 STORAGE 1.550 0' 000 0. 000 0. 000 0. 000 STAGE 0.000 0. 000 0. 000 0. 000 0. 000 STORAGE 0.000 0. 000 0. 000 0. 000 0. 000 ---'--- - - ISTAGE 783. 000 783. 000 0. 000 0. 000 0. 000 " ' TIME 0. 000 10. 000 0. 000 0^ 000 0^ 000 U STAGE 0. 000 0. 000 0. 000 0. 000 0. 000 TIME 0. 000 0. 000 0. 000 0. 000 0^ 000 STAGE 0. 000 0. 000 0. 000 0. 000 ^ 0 000 ~ TIME 0. 000 0. 000 0. 000 0. 000 0000 | *** INTER-CONNECTED POND ROUTING PROGRAM *** < ICPR2X4> (C) Copyright 1983, Peter J. Singhofen , P. E. 287-075 THE THEATRE PROPERTY PROPOSED 100 YEAR 2 HOUR 7-7-87 ****************** *** REACH DATA *** ****************** NOTE: Type 1 for sharp crested weir/gate and orifice Type 2 for broad crested weir/gate and orifice * Type 3 for culvert * Type 4 for trapezoidal channel * Type 5 for parabolic channel Type 6 for rating curve * (Negative type indicates riser ) REACH FROM TO REACH / # NODE NODE TYPE 1 1 4 3 2 2 3 3 3 4 3 4 4 98 -3 REACH # 1 from node # 1 -- to node # 4 -> Circular Culvert <- Span (inches) --> 24 Rise (inches) --> 24 Length (feet) --> 380 Manning 's n --> . 013 Headwater invert (feet) --> 788 Tailwater invert ({eet) --> 787 Energy loss coefficie/.t --> 1 Entrnc loss coefficient --> .5 # of culverts/channels --> 1 REACH # 2 from node # 2 -- to node # 3 -> Circular Culvert <- Span (inches) --> 30 Rise (inches) --> 30 Length (feet) --> 250 Manning 's n --> . 013 Headwater invert (feet) --> 799 Tailwater invert (feet) --> 795 Energy loss coefficient --> 1 Entrnc loss coefficient --> . 5 # of culverts/channels --> I REACH # 3 from node # 3 -- to node # 4 -> Circular Culvert <- 5pan (inches) Length (-;met) 40 Manning 's n , chi-, Headwater invert (feet) --> 795 Tai. lwater- invert (feet) --> 787 Energy loss coefficient --. 1 Entrnc loss coefficient > . 5 # of culverts/channels --> 1 REACH #`- 4 from node # 4 --- to node # 98 -- Circular Culvert w! Ri ser -- Span (inches) --_ 42 Rise (inches) --> 42 Length (feet) Manning 's n _ 01; Headwater invert (feet) --> 784 Tai l water invert (feet) --> 783 Energy loss coefficient --> 1 Entrnc loss; coefficient -- ## of Cu].verts/channel s -- 1 Riser Data Crest elevation (feet) --> 787 Crest length (feet) --> 10 Discharge coefficient --- 7. 7 Weir exponent --- 1. 5 # of end contractions ---, 0 i ** INTER-CONNECTED FOND ROUTING PROGRAM *** ' ICFR2 X4:: (C) Copyright 1987, Peter J. Singhofen , P. E. I 287-075 7-87 THE THEATRE FR'OFE_RTY PROPOSED 100 YEAR 2 HOUR 7--• NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs) # (hr s.)) (feet) (Ar-ft ) (cfs) # 1 TOTAL __ 1 0. 50 788. 00 0. 00 0. 00 --0 __ . 00 0.00 - 0. 50 799. 00 0. 00 0. 00 0. 00 0.00 0. 50 795. 00 0. 00 0. 00 0. 00 0.00 4 _ . 50 787. 00 0. 00 0. 00 0. 00 i 98 !;, moi; J. Op 787. 00 0. 00 0. 00 0.00 1 0. 60 788. 00 0. 00 0. 00 0. 00 0. 00 0. 60 799. 00 0. 00 0. 00 0. 00 0.00 0. 00 795. 00 0. 00 0. 00 0. 00 0. 00 4 0, 60 787. 00 0. 00 0. 00 0. 00 0. 00 98 0. A(=' 78.7. 00 0. 00 0. 00 0. 00 1 0. 70 788. 00 0. 00 0. 00 0. 00 0.00 0. 70 799. 00 0. 00 0. 00 i . 00 0. 00 0.70 795. 01 0. 00 0. 00 0. 00 0.00 4 0. 70 787. 00 0. 00 0. 00 0. 00 0.00 98 0.70 737. 00 0. 0n 0. 00 0.00 1 0. 80 788. 00 0. 00 0. 00 0. 00 0. 00 ? 0.80 799. 00 0. 00 0. 00 0. 00 t}. 00 0.80 79'1. 00 0. 00 0. 00 0. 00 0. 00 4 0.80 787. 00 0. 00 0. 00 0. 00 0. 00 98 0.80 783. 00 0. 00 0. 0ti0. 00 1 0.90 788. 00 0. 00 0. 00 0. 00 0.00 2 t),90 799. 00 C . 00 !">, tiii t}, t)t) 0. 00 0.90 795. 00 0. 00 0. 00 0. 00 0.00 4 0.90 707. 00 0. 00 0. 00 0. 00 0. 00 98 0.90 785. 00 0. 00 0. 00 0.00 1 1. 00 788. 00 0. 00 0. 00 0. 00 0. 00 . � _ 1 .00 799. 00i iii 0. 00 0.00 0. 00 1 . 00 795. 00 0. 00 0. 00 0. 00 0. 00 4 1 .00 787.00 0.00 0.00 0.00 0.00 98 1 . 00 787. 00 0. 00 0. 00 0. 00 1 1 . 10 788. 00 0. 00 0. 00 0. 00 0.00 1 . 10 799. 00 0. 00 0. 00 0. 00 0. 00 1 . 10 795. 0.1 0. 00 0. 00 0.00 0.00 4 1 . 10 787. 00 0. 00 0. 00 0. 00 0. 00 98 1 . 10 787. 00 0. 00 0. 00 0.00 ` ' *** INTER-CONNECTED POND ROUTING PROGRAM *** < ICPR2X4> (C) Copyri :iht 1933, Peter J. Singhofen , P. E. ^ 287-07E THE THEATRE PROPERTY PROPOSED 100 YEAR 2 HOUR 7-7-87 , NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs) __#_ (Mrs) (feet) (acft) (cfs) # 1 TOTAL �-- -- ------ ------ - --- --- ------ ------ . 1 1 . 20 788. 00 0. 00 0. 00 0. 00 0. 00 2 1 . 20 799. 00 0. 00 0. 00 0. 00 0. 00^ 3 1 . 20 795. 00 0. 00 0. 00 0. 00 0. 00 4 1 . 20 787. 00 0. 00 0. 00 0. 00 0. 00 98 1 . 20 783. 00 0. 00 0. 00 000 1 1 . 30 788. 00 0. 00 0. 00 0. 00 0. 00 2 1 . 30 799. 00 0. 00 0. 00 0. 00 0. 00 3 1 . 30 795. 00 0. 00 0. 00 0. 00 0. 00 4 1 . 30 787. 00 0. 00 0. 00 0. 00 0. 00 9B 1 . 30 783. 00 0. 00 0. 00 0. 00 1 1 . 40 788. 00 0. 00 0. 00 0. 00 0. 00 2 1 . 40 799. 00 0. 00 0. 00 0. 00 0. 00 3 1 . 40 795. 00 0. 00 0. 00 0. 00 0. 00 4 1 . 40 787. 00 0. 00 0. 00 0. 00 0. 00 98 1 . 40 783. 00 0. 00 0. 00 0.00 1 1 . 50 788. 00 0. 00 0. 00 0. 00 0. 00 2 1 . 50 799. 00 0. 00 0. 00 0. 00 0. 00 3 1 . 50 795. 00 0. 00 0. 00 0. 00 0. 00 4 1 . 50 787. 00 0. 00 0. 00 0. 00 0. 00 98 1 . 50 783. 00 0. 00 0. 00 ------ 0. 00 1 1 . 60 788. 00 -0. 01 0. 04 0. 00 0. 00 2 1 . 60 799. 00 0. 00 0. 00 0. 00 0. 00 3 1 . 60 795. 00 0. 00 0. 00 0. 00 0. 00 4 1 . 60 787. 04 0. 01 0. 02 0. 23 0. 23 98 1 . 60 783. 00 0. 00 0. 23 0. 00 1 1 . 70 788. 00 -0. 01 0. 11 0. 00 0. 00 2 1 . 70 799. 00 0. 00 0. 00 0. 00 0. 00 3 1 . 70 795. 00 0. 00 0. 00 0. 00 0. 00 4 1 . 70 787. 03 0. 01 0. 06 0. 18 0. 18 98 1 . 70 783. 00 0. 00 0. 18 - 0. 00 1 1 . 80 788. 00 -0. 01 0. 20 0. 00 0. 00 2 1 . 80 799. 00 0. 00 0. 00 0. 00 0. 00 3 1 . 80 795. 00 0. 00 0. 01 0. 0S 0. 00 4 1 . 30 787. 03 0. 01 0. 10 0. 16 0. 16 98 1 . 80 783. 00 0. 00 0. 16 0. 00 . *** INTER-CONNECTED FOND ROUTING PROGRAM *** < ICPR2X4> (C) Copyright 1983, Peter J. Singhofen , P. E. . 297-075 THE THEATRE PROPERTY PROPOSED 100 YEAR 2 HOUR 7-7-87 ` NODE TIME STAGE STORAGE INFLOW CUTFLOW (c-Fs) # (hrs) (feet) (ac-Ft) (cfs) # 1 TOTAL __-_ _____ ______ ------- ______ ------ ------ 1 1 . 90 788. 00 -0. 01 0. 31 0. 00 0. 00 2 1 . 90 799. 00 0. 00 0. 01 3. 89 3. 89 3 1 . 90 795. 00 -0. 02 3. 94 0. 00 0. 00 4 1 . 90 787. 10 0. 03 0. 15 1 . 02 1 . 02 98 1 . 90 783. 00 0. 00 1 . 02 0.00 1 2. 00 788. 00 -0. 00 0. 43 0. 00 0. 00 2 2. 00 799. 00 -0. 02 0. 05 0. 0C 0. 00 3 2. 00 795. 00 -0. 00 0. 12 0. 00 0. 00 4 2. 00 787. 08 0. 02 0. 20 0. 67 0.67 98 2. 00 783. 00 0. 01 0. 67 0. 00 1 2. 10 788. 00 0. 00 0. 59 2. 19 2. 19 2 2. 10 799. 00 -0. 02 0. 13 0. 00 0. 00 3 2. 10 795. 00 0. 00 0. 24 4. 41 4. 41 4 2. 10 787. 06 0. 02 6. 87 0. 51 0. 51 93 2. 10 783. 00 0. 02 0. 51 ------ 0. 00 1 2. 20 788. 00 -0. 00 0. 81 0. 00 0. 00 2 2. 20 799. 00 -0. 01 0. 28 0. 00 0.00 3 2. 20 795. 00 -0. 02 0. 40 0. 00 0. 00 4 2. 20 787. 14 0. 03 0. 38 1 . 64 1 . 64 98 2. 2D 783. 00 0. 03 1 . 64 ------ 0. 00 1 2. 30 788. 00 -0. 00 1 . 07 0. 00 0. 00 2 2. 30 79�. 00 -0. 01 0. 51 0. 00 0. 00 3 2. 30 795. 00 -0. 01 0. 62 0. 00 0. 00 4 2. 30 787. 14 0. 03 0. 49 1 . 65 1 . 65 98 2. 30 783. 00 0. 04 1 . 65 0.00 1 2. 40 798. 00 -0. 00 1 . 37 0. 00 0. 00 2 2. 40 799. 00 -0. 00 0. 82 0. 0C 0. 00 3 2. 40 795. 00 -0. 00 0. 90 0. 00 0. 00 4 2. 40 787. 14 0. 04 0. 62 1 . 73 1 . 73 9B 2. 40 7.87. 00 0. 05 1 . 73 0. 00 1 2. 50 788. 00 0. 00 1 . 72 1 . 12 1 . 12 2 2. 50 799. 02 0. 00 1 . 21 3. 91 3. 91 3 2. 50 795. 01 0. 00 5. 14 4. 40 4. 40 4 2. 50 727. 15 0. 04 6. 29 1 . 83 1 . 83 98 2. 50 783. 00 0. 07 1 .83 0. 00 1 INTER-CONNECTED FOND ROUTING PROGRAM *** IC . .�F'R ;4 r�= ': (C) � pyr . �.at11.= . 1987, . Fe;ter J. Sings^hcfen , P. E. 287--075 THE THEATRE PROPERTY PROPOSED 100 YEAR 2 HOUR -3 7--7 ,7 NOCE TIME STAGE STORAGE INFLOW JUTFLOW (cfs) # (hr-s) (feet) (ecf'_) (cfs) # 1 TOTAL 1 2. 60 788. 02 0. 01 2. 19 i;, 44 0. 44 2. 60 799. 00 -0. 00 1 . 74 0. 00 0. 00 2.60 795. 00 -i?, cji) 1 . 67 0, 00 0. 00 4 2. 60 787. 26 0. 06 1 . 47. 4. 20 4. 20 98 '. 60 78.7. 00 0. 09 4 . 20 0. 00 1 2. 70 788. 05 0. 0: - . 0" 0. -4 0. 24 J 2. 70 /99. =)1 0. 00 . 60 7. 15 7. 15 J! 795. 0' 4 '. 70 73 . 26 0. 07 X51 .5. 54 4. '5 4. '5 :o 2. 70 787. 0C_ 0. 12 4. 2J 0. '_'0 1 2. 30 738.09 0. 06 4. 58 0. 170. 17 2 30 799. 0' 0. 00 4 . 01 2. 15 2. 15 2. 80 795. 04 0. 07 5. 70 7. 15 7. 15 4 7. 3C '87. 7.0 p8 i .. 0 0. 07 5. 75 .5. 1 5 5. 15 98 2. 80 78•:. . 00 0. 15 5. 15 -. 0. 00 1 '. 90 788. 17 0. 11 1C . 06 C . 15 '). 1 . +-, 2. 9C i 799. -0 C . 0 8. 54 1 . 6�4 1 . 66 2. 20 795. 09 :.. 06 8. 96 i ' 2. 42 '. -?0 787. C . 08 7. 634. 2 6. 0' 78 ". 90 783. 00 0. '0 .L . 02 ------------- ':. 00 1 7. 00 788. 45 C . 70 =S. =8 ".. 96 0. 96 +_ 7. 00 79R. 97 D. 17 7.S_i. 80 4. 07 4. 07 - --. 00 795. x4 0. 18 29. 74 . X8 2. 28 -J 4 7. 00 787. 55 0. 14 21 . 75 17. 14 17. 14 98 _7. 0C 783.00 c: �•' 1 14 •---- -- 0, - - - . . �� _ iii; 1 _ . 10 789. 05 0. 70 56. 81 4. 10 4. 10 +- _ . 1c_ 8,-.0 . 7,7 0. 46 48. 79 18. 11 13. 11 - 7. 10 775. 6: 0. 5c, 08. 17 2. 19 2. 19 4 7. 10 737. 79 0. 20 24. 37 22. 64 22.44 98 7. 10 i 83. 00 0. 75 X2. 64 0. 00 1 7. -10 789. 64 1 . 11 51 . 08 8. 38 8. 78 _7. -0 S'0-. 77 0. 70 57. 41 71 . 57 71 . 87 _ . -10 796. 71 1 . 00 72. 43 7. 48 7. 48 4 7. 0 77'8'. 84 D. 21 i . - X4. 73 .='4. 78 98 7. '0 /3. 00 0. '18 24. 72 0. 00 E 1 -A/L-A I NTER--CONNECTED POND ROUTING PROGRAM ** <.' I CF'R2X4:: (C) Copyright 1983, Peter J. Singhofen , F. E. I 287-075 THE THEATRE Fr'OFERTY PROPOSED 100 YEAR 2 HOUR 7-7-87 NODE TIME STAGE STORAGE INFLOW OUTFLOW (cf.=,) 4 (hrs) (feet) (acft) (r-fs) # 1 TOTAL. 1 _7. 70 790. 08 1 . 42 47. 48 1 1 . 30 11 . -0 2 _7. 70 802. 96 0. 85 50. 00 79.35 39. 35 3. 70 796. 96 1 . 5' 75. 41 15. 44 15. 44 4 _7. 70 787. 98 0 3. 25 36. 82 31 . 14 71 . 14 99 7. 70 787. 00 0.80 31 . 14 0. 00 1 7. 40 790. 79 1 .65 -6. 08 1.3. 13 1.7. 13 _7. 40 80.3. 16 0. 91 47. 86 41 . 80 41 . 803 _7. 40 797. 51 1 . 98 72. 76 23 :7. 84 1 7. 40 788. 14 0. 29 44. 99 38. 78 7s. 72. 98 _7. 40 783. 00 1 . 07 78. ;8 -. 0. 00 1 _7.50 790. 61 1 . 81 20. 67 14. 77 14 . 2:7 2 -7. 50 80.3. 14 0. 90 :8. 16 41 . 49 41 . 49 - . 503 797. 95 . 35 67. 641 • 3 i <17 17 J 1 3. 50 7E8. 72 0. 74 52. 0= _ 45. 7' 8 _7. 30 78.7. 00 1 . 40 4'1. 7^ 0. 00 - 1 - . 40 790. 76 1 . 97 26. ._,6 14. 81 14. 81 7. /10 0 � 8_} . 98 c.,. .8�.� 77. 58 '7. 6.3 _i 9.6 0 3 7. 60 798. 26 2. 62 6T. 55 -5. '7 36. 57 `I 7. 60 788. r(3 r 5 39 r {6. 4_ 51 :3 . 07 1 . 07 -8 -7. 40 783. 00 1 . 79 51 . 07 0. 00 1 i • 0 790. 87 2. 01 22. 86 15. 0 2 15.02 -7. 70 80 . , 3 0. 79 29. 41 76. 58 36.58 3 3. 70 7 98. 47 2. 81 56. 37 40. 28 40. 28 7. 70 T788.64 0 c. 43 ..i9. f7(3 =5. 05: cry (3=t 98 70 783. 0( 2. 22� 5.(j5 `(7,0. 00 1 -7. 30 790. 94 2. 06 19. 41 15. 04 15. 04 n 7. 80 802. 46 0.77 23. 77. 11 77. 11 7 _7. 80 ;98. 59 '. 92 50. 12 42.44 42. 44 4 _ . 80 786. 73 0. 46 60. 04 57. 64 57.66 98 _7. 80 787. 00 2. 68 57. 66 0. 00 1 3. 90 790. 97 2. 09 16. 42 14. 97 14.97 - 7. 90 802. 19 0. 66 2'2. 59 -9. 5R ^9. 59 _ 71. 9() 798. 04 2. 96 44. 28 4.=. 71 47. 71 4 3. 90 788. 79 0. 47 60. 45 59. 15 59. 15 98 _7. 90 783. 003 _7. 16 59. 15 0. 00 1 -* INTER-CONNECTED POND ROUTING PROGRAM **1 ICFR2X4:: (C) ;cryr;.ghL 198.7 , Peter J. Singhofen , P. E. 287--075 THE THEATRE PROPERTY PROPOSED 100 YEAR 2 HOUR 7-7 7-7m97 NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs) # (hrs) (feet) (acft) (cfs) # 1 TOTAL 1 4. 00 790. 97 2.09 14. 27 14. 90 14.90 4. 00 801 . 94 0. 60 19. 63 26. 15 26. 15 4. 00 798. 63 2. 95 78. 99 43. 18 43. 18 4 4. 00 788.82 0. 48 60. 00 59. 83 59.8: 98 4.00 787. 00 7, 65 59. 871 0.00 >ij 4. 10 790. 96 2. 08 12. 24 14. 86 14. 86 4. 10 801 . 70 0.54 17. 97 22. 99 22.99 . 10 798. 58 2. 91 74. 87 4'. '9 42. 29 4. 10 7 88. 82 0. 48 58. 95 59. 75 59. 75 rn4. 10 787. 00 4. 15 1 4. 20 X 90. 92 2. 05 11 . 25 14. 85 14.85 2 4. 20 801 . 52 0. 50 16. 80 202 20. 62 4. 20 798. 51 2. 84 2.1 .56 40. 95 40. 95 .1 4. 20 786. 79 0. 47 57. 47 'C. 00 59. 00 9$: 4. "C. 787, 00 4.64 59. 0C? -- 0. 00 1 4 . 70 90 0 3 . 88 �. � 10. 8 14. 84 14. 84 2 j 4. : 301 . 78 0. 47 15. 72 18. 79 18.79 4. 70 798. 42 2. 7 6 28. 92 39. 77- - 79. 77- - 4 4. 30 788. 74 0. 46 5f. 7' 57. 75 57. 75 98 4. 7.-2 787.. 00 5. 1: 57. 75 0. 00 1 4. 40 790. 3' 1 . 98 9. 6: 14. 81 14.81 2 4. 40 801 . 27 0. 44 14. 74 '_7. ?_ _ 17. 32 4. 40 798. 7' i 77. 57 77.57 4 4. 40 788. 67 0. 4457. 85 JiJ�''�`5 S t -. li� C,bv i0 98 4. 40 737.00 5. 60 56. 10 ------ 0. 00 i. 4. 50 790. 76 1 . 93 8. 90 14. 71 14. 71 6 7 �- 4. 50 301 . 17 0. 42 1-_ . 7•_i 16. 07 i .C: 4. 50 793. 21 ". 58 24. 64 :5. 75 35. 75 4 4. 50 770. 61 0. 42 51 . 85 54. 23' 54. 23 " 4. 50 787. 00 6. 06 54. 27 -------- 0. 00 1 4.60 790. 69 1 . 88 8. 12 14. 57 14.57 2 4. 60 801 . 08 0. 40 12. 73 14. 94 14. 94 - 4. 60 798. 11 2. 49 22. 71 9 4 4. 60 788. 54 0. 40 43. 75 52. 16 52. 16 9F. 4. 60 787. 00 6.50 52. 16 0. 00 ' ' *** INTER-CONNECTED POND ROUTING PROGRAM *** < ICPR2X4> y (C> Copyright 1983, Peter J. Singhofen , P. E. 287-075 THE THEATRE PROPERTY PROPOSED 100 YEAR 2 HOUR 7-7-87 I NODE TIME STAGE STORAGE INFLOW 2UTFL2W (cfs) # ____ (hrs) _____ ( feet) (acft) ------ _______ (cfs) ____-_ # 1 TOTAL . 1 4. 70 790.62 1 . 62 7. 45 14. 38 14.38 2 4' 70 800. 99 0. 38 11 . 74 13. 86 13. 86 3 4. 70 798. 00 2. 39 20. 85 32. 06 32.06 4 4. 70 788. 46 0. 38 47. 65 50. 01 50. 01 98 4. 70 783. 00 6. 93 50.01 ------ 0.00 1 4. 80 790. 54 1 . 77 6. 95 14. 16 14. 16 2 4.80 800. 89 0. 36 10. 78 12. 73 12. 73 3 4. 80 797. 89 2. 30 19. 09 30. 15 30. 15 4 4. 80 788. 39 0. 36 45. 48 47. 81 47.81 9B 4. 80 783. 00 7. 34 47. 81 ------ 0. 00 1 4. 90 790. 46 1 . 70 6. 34 13. 92 13. 92 2 4. 90 800. 81 0. 34 9. 89 11 . 71 11 . 71 3 4. 90 777. 78 2. 21 17. 60 28. 29 28. 29 4 4. 90 788. 33 0. 34 43. 36 45. 49 45. 49 98 4. 90 783. 00 7. 73 45. 49 ------ 0. 00 1 5. 00 790. 38 1 . 64 6. 09 13. 61 13. 61 2 5.00 800. 72 0. 32 9.08 10. 78 10. 78 3 5. 00 797. 68 2. 12 16. 18 26. 52 26. 52 4 5. 00 788. 26 0. 32 41 . 21 43. 36 43. 36 98 5. 00 783. 00 8. 10 43. 36 ------ 0. 00 1 5. 10 790. 29 1 . 58 5. 45 13. 20 13. 20 2 5. 10 800. 65 0' 31 8. 34 9. 94 9. 94 3 5. 10 797. 57 2. 03 14. 73 24. 82 24.82 4 5. 10 788. 20 0. 31 39. 01 41 . 04 41 . 04 98 5. 10 783. 00 8. 46 41 . 04 0.00 1 5. 20 790. 21 1 . 51 5. 06 12. 71 12. 71 2 5. 20 800.57 0. 29 7. 60 9. 16 9. 16 3 5. 20 797. 47 1 . 95 13.39 23. 19 23. 19 4 5. 20 788. 14 0.29 36. 81 38. 72 38. 72 98 5. 20 783. 00 8. 79 38. 72 0. 00 1 5. 30 790. 12 1 . 45 4. 79 12. 16 12. 16 2 5.30 800. 50 0. 28 6. 96 8. 44 8. 44 3 5' 30 797' 38 1 . 87 12. 40 21 . 66 21 .66 4 5. 30 788. 09 0. 27 34. 73 36. 22 36. 22 93 5. 30 733. 00 9. 10 36. 22 - 0.00 I I *y - INTER-CONNECTED FOND ROUTING PROGRAM *4• I CF'R X 4 (C) Copyright 1987, F'2ter J. Singhofen , P. E. I 267-075 THE THEATRE PROPERTY PROPOSED 100 0 YEAR 2 HOUR 7-7--87 NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs)# (hrs) (feet) (acft) - - - (cfs) --_#-1 -TOTAL 1 5. 40 790. 04 1 . 39 4. 60 11 . 60 1 1. . SO 1 2 5. 40 800. 44). 44 0. 27 6. 72 7. 77 7. 77 7 5. 40 797. 29 1 . 79 11 . 54 20. 25 20. 25 4 5. 40 788. 04 0. '6 72. 77 :4. 10 74. 10 93 3.40 737. 00 9. 40 :4. 10 0. 00 i 1 5. 50 789. 96 1 . = 4. 44 i i . o5' 11 . 02 2 3. 0 800. =.7 �), J 5. 77 7. 1: 7. 17 5. 50797. '0 1 . 72 10. 75 5 18. 5 4 5.50 788. 00 0. 25 70. 84 _-2. 16 --2. 16 93 5. 50 7R7. 00 9. 68 77'. 1.L. 0. 00 1 5.60 789. 88 1 . 28 4. 1'4 10. 44 1 0_ ,,.4 ,2_ 5. 40 300. =;1 0. 2 5. 51 6. 61 6. 61 5. 60 797. 12 1 . 65 10. 12 17. 76 17. 76 4 5. 60 787. 96 0. 24 29. 05 7.0. 17 70. 17 98 . 6:.' .'3.7 0 0 0. 94. 70. 17 1-). 00 1 _". 70 789. 81 1 . 2: 4. 26 9. 38 9. 88 2 ". 7D :300. 27 0. '7 ..J. _.41- 6. 0 6. 20 ". 70 797. 0' 1 . 59 9, 62 16. 67 16. 67 4 ''..70 737. 92 0. "7 27. 40 h 23. 42 28. 42 93 =. 70 787. 00 10. 18 28. 42 c a J.30 789. 75 1 . 13 4. 21 9. 71 9. 31 2 =. 80 300. 27 0. '7 5. 20 5. 38 '1. 88. J. LC][] _ 5.80 796. 98 1 .57 9. 24 15. 69 15.69 4 '. 80 '6. 85 - 787. 53 tl. 22 2.cJ. 8� �6. 85 98 5.80 787. 00 10. 42 26. 85 0.00 1 5. 90 789. 69 1 . 14 4. 15 8.87 8. 87 2 5.90 800. 21 0. 22 5. 09 5. 64 5. 64 _ 5. 90 796. 91 1 . 48 8. 95 14. 77 14. 77 4 5. 9 1 787. 36 0. 21 24. 44 25.40 25. 40 98 5. 90 787. 00 10. 67 5. 40 0. 00 1 6.00 789. 6: 1 . 10 :. 81 8.38 8.38 -, 6. 00 800. 18 '',. 22 4. 77 5.42 5. 42 6.i)�) 796. 35 1 . 47 8. 49 17. 95 17..95 6. 00 787. 82 0. 21 27. x)1 '7. 97 2 . 97 -7,c- '_.00 787. 00 10. 84 27. 97 0.00 1 I4->,4 INTER-CONNECTED FOND ROUTING PROGRAM * I CF'F(^ 4 (C) Copyright._ 1987, Peter J. Si,1ghafen , F . E.I 287- 075 THE THEATRE PROPERTY PROPOSED 100 YEAR 2 HOUR 7-7-87 NODE TIME STPGE STORAGE INFLOW OUTFLOW (cfs) I # (hrs) - (feet) (cicft) - (cfs) --##- 1 -TOTAL I 1 6. 10 789. 58 1. . 06 7.02 7. 95 7. 95 6. 10 800. 14 0. 21 4. 10 5. 17 5. 17 6. 10 796. 80 1 . 7,9 7. 68 17. 18 13. 18 4 6. 10 787. 79 0. 20 21 . 54 22. 49 22. 49 6. 10 78.7. 00 11 . 04 22 98 . 49 0,00 1 6. 20 739. 52 1 . 02 2. 28 2 _ r . 4 7. 42 6.20 800. 09 0. '10 7. _7 4. 89 4.89 6. 20 796. 74 1 . 34 6. 91 12. 41 12. 41 4 6. 20 787. 76 0. 19 20. 09 21 . 08 21 .08 98 6. 20 7R7. 00 11 . 22 21 . )8 0. 00 1 6. 70 789, 45 0. 98 + 7 L .6. 70 800. 01 ,:,. 18 2. 72 4. 66 4. 66 4. 30 796. 65 1 . 29 6. 24 11 . 67 1 1 .67 G• 6. 70_ 787. 72 0. 18 18. 77 19. 71 19. 71 '-'2 `-. =0 787. 00 11 . _=> 19. 71 -•------- 0. 00 1 6. 40 789. 39 0. 9: 1 . 74 6. 43 6. 43 2 6. 40 799. 92 0. 1 . i. 21 1 4. 28 4. 28 7 6. 40 79A. 6-' 1 . '5 c 4 6. 40 787. 6:' 0. 17 17. 48 13. 41 18. 41 99 6. 10: 787. 00 1 1 . 55 18. 41 ------ 0. 00 1 f- 50 729. 33. 0. 89 2 6. 50 799. 8 0. 15 1 . 79 . 8-7 7. 8-3 7 6. 50 796. 57 1 . 20 4. 87 10. 27 10. 27 6. 50- 0 787. 66 0. 17 16. 28 17. 19 17. 19 9S 6. 50 787.00 11 . 70 17. 19 0. 00 1 - 6. 60 7-,06. �. 0. 85 0. 81 5. 5. `7 6. f-60 799. 72t35 0. 1_ 1 . 48 - . 35 - . r ••, J 5 L. 60 796. 51 1 . 16 4. 14 9. 59 9. 59 4 6. 60 787. 63 0. 16 15. 14 16. 07 16. 03 98 6. 60 787. 00 11 . 84 16. 03, -------- 0. 00 1 6. 70 789. 22 0. 81 0. 61 5. 12 5. 12 6. 70 798 0. 111 . 2 2. 89 i .�. r89 6. 70 796. 45 1 . 11 3. 53 8. 94 8.94 1 c.-:,. 70 737. 60 0. 15 14. 06 14. 92 14 . 52 . 98 6. 70 783. 00 11 . 97 14. 92 0. 00 - I Y x h LITER- CONNECTED FOND ROUTING PROGRAM - if ICF'R2k4:: i (C) Copy ighI_ 1967, Pete;- J. Sincihofen , P. E. 1 237-':75 THE THEATRE P'ROP'ERTY PROPOSED 100 s-R 2 HOUR YE" 7-7-27 NODE TIME STAGE STORAGE INFLOW DUTPLON (cfs) 2k (hr s) (feet ) (;zrft) (rfs) #' 1 TOTAL 1 6.80 789. 16 0. 77 0. 46 4. 32 - 82 2 6.804. 3? • J._ 799. 56 0. 10 0. 99 2. 47 2. 47 6.80 796. 40 1 . 07 2. 98 3. 31 9. 71 6. 80 787. 57 0. 14 13. 13 13. 89 . 89 98 6.80 787. 00 12. 09 13.39 0. 00 1 6. 90 739. 11 0. 74 0. 36 4. 51 4. 51 - 6.90 799. 49 0. 09 0. 3' 2. 11 2. 11 6. 90 796. 74 1 . 02 �-. '12 ? 72 • 7^ 6. 90 787.55 0. 14 12. 27 1 . 99 1'. 99 0,7 • - 11. 90 767. 00 12. 20 12. 99 0. 00 _ 7. 00 789. 06 0. 71 0. 28 ^ . 19 4. 19 7. 00 7 99. 47 0. 08 0. 69 1 . 301 . 80 2 7.00 796. 29 0. 96 ". 147. 14 /J ' 7. 16 ' 4 7. 00 767. '.^ 0. 17 7 1 11 . 5 _i• 1 11 12. 11 _ 92 7. 00 78.3. cit, 12. 71 12. 11 -- 0. 00 7. 101 8 9 1, 78 . i_: _ : . 67 0. ^^ _ . 807. 89 7. 10 799. 3 0. 07 r 5. 59 1 53 57 7. 1 ' 7 fl 4 7. 10 6. 6 46. 64 4 . '1 ? 787. 50 0. 12 10. 52 11 . 25 11 . 5 c'S 7. 10 767. 00_0 12. 41 11 . -5 ------- 0. 00 799. 1_ 7.7. 2C-. 788. 97 0. 64 c1. 17 _ , f0='i; =4 0. 06 0. 49 32 -J. 0 32 -.- 7. -0 796. 19 0. 90 1 . 54 6. 16 6. 16 '0 787. 47 0. 12 9. 76 10. 45 10. 45 7. ^`- 1 7. 70 768. 93 0. 6^ 0. 17 7. 70 799. 70 0. 05 0. 40 1 . 17 1 . 17 7. 30 796. 14 0. 66 1 . 70 5. 7^ 5. 72 4P 7. 70 787. 45 0. 11 9. 04 9. 71' 9. 71 c8 7. 70 783. 00 1-. 58 9. 71 ------ 0. 00 1 7. 40 786. 89 0. 59 0. 10 7. 08 _7.08 7. 40 799. 27 0. 05 0. 77 0. 98 0. 96 1 . 11 J. '1J. 7. 10 787. 4711 8. 7 9. 02 -8 7. 40 787. 0G 12. 64 9.02 . t: C)t) , - , *** INTER-CONNECTED POND ROUTING PROGRAM *** < ICPR2X4> | (C) Copyright 1983, Peter J. Singhofen , P. E. 287-075 THE THEATRE PROPERTY PROPOSED 100 YEAR 2 HOUR y 7-7-87 | . NODE TIME STAGE STORAGE INFLOW �UTFLOW (cfs) __#_ (hrs) (feet) (acft) (cfs) - # 1 TOTAL | ----- ------ ------- ------ ------ ------ 1 7. 50 788. 86 0. 56 0. 07 2. 85 2.85 2 7. 50 799. 24 0. 04 0. 26 0.85 0. 85 3 7.50 796. 05 0. 79 0. 95 4. 94 4.94 / 4 7. 50 787. 41 0. 10 7. 79 8. 38 8. 38^ 93 7. 50 783. 00 12' 74 8. 38 000 1 7. 60 788. 82 0. 54 0. 05 2. 65 2. 65 2 7.60 799. 21 0. 04 0. 20 0. 74 0' 74 3 7. 60 796. 01 0. 76 0. 81 4. 89 4' 89 4 7. 60 787. 79 0. 10 7. 54 7. 67 7. 87 93 7. 60 783. 00 12. 80 7. S7 0. 00 1 7. 70 788. 79 0. 52 0' 03 2. 46 2.46 2 7. 70 799. 18 0. 03 0. 15 0. 65 0.65 3 7. 70 795. 97 0. 72 0. 69 4. 80 4.80 4 7. 70 787. 38 0. 10 7. 26 7. '6 7. 56 98 7. 70 783. 00 12. 87 7. 56 0. 00 1 7. 80 788. 76 0. 50 0. 02 2. 29 2. 29 2 7. 80 799. 16 0. 03 0. 11 0. 58 0. 58 3 7. 80 795. 92 0. 69 0. 61 4. 68 4. 68 4 7.80 787. 37 0. 09 6. 97 7. 27 7. 27 98 7. 80 783. 00 12. 93 7. 27 0. 00 1 7. 90 788. 73 0. 43 0. 01 2. 13 2. 13 2 7. 90 799. 14 0. 03 0. 08 0. 51 0. 51 3 7. 90 795. 88 0. 66 0. 53 4. 52 4.52 4 7. 90 787.36 0. 09 6. 66 6. 97 6. 97 93 7.90 783. 00 12. 99 6. 97 0.00 1 8. 0O 788. 71 0. 47 0. 00 1 . 99 1 . 99 2 8. 00 799. 12 0. 02 0. 05 0.45 0. 45 3 8. 00 795. 83 0. 62 0. 46 4. 35 4. 35 4 8. 00 787. 35 0. 09 6. 34 4. 67 6. 67 98 8. 00 783. 00 13. 05 6' 67 0. 00 1 8. 10 788. 68 0. 45 0. 00 1 . 86 1 .86 2 8. 10 799. 10 0. 02 0. 03 0. 40 0. 40 3 8. 10 795. 79 0. 59 0. 40 4. 16 4. 16 4 8. 10 787. 34 0. 09 6. 03 6. 36 6. 36 98 8. 10 733. 00 13. 10 6. 36 0.00 1 Li'lINTER-CONNECTED POND ROUTING PROGRAM '-x I CF'R X 4 (C' C�pyr-ight 1987', Fete- 3. Singhcfen , P. E. -,-7-_`i--0 THE THEATRE F' iOF'ERTY PROPOSED 1 - _ YEAR 2 HOUR 7_.7-8 7 'ROF`.�` i)i) NOSE TIME STAGE STORAGE INFLOW O:UTFLO1J (ci ) (hr-s) (feet) (a-ft) (_fs) ft 1 TOTAL 1 8. 2C 788. 66 0. 47 0. 00 1 . 75 1 . 75 8. 20 799. 09 0. 0' 0. 0' 0. 35 0. 75 8. 2) 795. 75 0. 56 0. 75 3. 96 7.96 4 8. 20 787. 23 0. 03 5. 71 6. 05 6. 05 - 787. 00 1 3. 70 7 83. 64 0. 42 0. 00 1 . 64 1 . 64 'R. -,0 79'9. 07 0. 01 0. 01 0. 71 0. 71 2. 70 795-,. 71 0. 53 0. 31 2. 76 7. 76 1 8. =0 787. 32 0. 0P, 5. 40 5. 74 5.74 '-'F' ri S. -.0 732. 00 . .'0 c. 74 ---'---- 8. 40 738. 6 0. 41 0. 00 1 . 54 1 .54 4 3. 40 787. :1 0. 03 5. 10 5. 44 5. 44 -- _. •r•_ .J._, . Ijt_. 17_ . 3..3 S. 44 --._--'-'_ 0.00 1 _=;. 7,0 188. 60 0. 7c) 0. 00 1 . 43 1 . 45 1-. =9. 50 799. 04 0. 01 0. 00 00 0. -yr- 0. '5 _. v:0 795. 64 0. 48 0. -5 7. 7& 7. 76 '" 8 8.50 77. 30 _). '_)7 4. 31 -. 14 J• 1 14 J � -^ 8. 50 787. 0 13. 295• i 4 _._-_-_.-_- _). 1 O 1 , I' *** INTER-CONNECTED POND ROUTING PROGRAM *** [ ICPR2X4> . 287-075 THE THEATRE PROPERTY PROPOSED 100 YEAR 2 HOUR 7-7-87 *** PEAK CONDITIONS SUMMARY *** PEAK PEAK TIME TO PEAK TIME TO NODE STAGE STORAGE PEAK OUTFLOW PEAK _*_ (feet) (acft) (hrs) (cfs) (hrs) _______ 1 790. 97 2. 09 3. 95 15. 04 7. 7� 2 803. 17 0. 91 3. 45 41 .92^ 3^ 4o 3 798. 64 2. 96 3. 95 4335 3^90 4 788. 82 0. 48 4. 05 59. 88^ 4^0 9B 783. 00 0. 00 o. 55 000 0^5� PEAK TIME TO FROM 70 OUTFLOW PEAK NODE NODE (cfs) (hrs) ____ ___ ___ ___ _ ______- � 4 15. 04 3. 75 2 3 41 . 92 3. 45 3 4 43. 33 3' 95 4 98 59. 88 4. 05 � �