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HomeMy WebLinkAboutDrainage Report t t 7172 Graham Road Indianapolis,Indiana 46250 317-842-6777 FAX#317-841-4798 PAUL I,CRIPE,INC. PRELIMINARY DRAINAGE CALCULATIONS COC© FOR OCT 71yy1 AVIAN GLEN OCTOBER 7, 1991 RECEIVED Architects A Engineers A Landscape Architects A Land Planners A Land Surveyors t Avian Glen Drainage Overview The 132 acre tract that is to be Avian Glen is intended to be developed as single family residential units . The site is located in Clay Township, Hamilton County , Indiana along the West side of Hazeidell Road approximately 1/4 mile south of 146th. Street. Land cover under existing conditions for this site is primarily straight row crops with some wooded areas in the Northwest and Southeast corners of the tract. The soils, ( as shown on the Soil Survey ) are predominately Brookston, Crosby, Miami , with a limited area of Patton. The soils mixture and classification does have an effect upon runoff curve numbers and values generated. This site does receive some runoff from adjacent areas to the North and West, however for the purposes of these calculations, they are considered to be negligible. The watershed areas on this site drain primarily to the northeast via the Fremont-Randall Legal Drain and to the Southwest via the Michener Legal Drain. Under developed conditions this routing is intended to be maintained. Avian Glen Section One, located on approximately 18 acres in the Northeast corner of this tract is currently under development . The drainage from this Section is routed via Storm Sewer to the Fremont-Randall Legal Drain. Under an agreement with the governing agencies, no detention has been required for Section One. The balance of the existing watershed currently flowing to the Fremont-Randall will be routed under developed conditions to onsite detention areas prior to discharge to the Michener Legal Drain. Calculations and Hydrographs contained herein utilize the SCS Unit Hydrograph program and are performed for both Existing and Developed Conditions. The information presented is relative to Acreage, Runoff Curve Number, Time of Concentration, and Abstraction Ratio. The proposed stormwater management system for Avian Glen will regulate discharge from the site using RCP control pipe. The Peak Discharge from this site is to be regulated to the Peak Rate of a 10 year 24 hour storm under pre-developed conditions . t , AA/a" • 7172 Graham Road Indianapolis, Indiana 46250 317-842-6777 FAX#317-841-4798 PAUL I.CRIPE,INC. WASHINGTON TWP.SOUTHEAST PART SEE PAGE 54 NOBLESVILLE TWP.SOUTHWEST PART tw46ttr•SIREET�^T -I Maw 3Y IN t it16tH'STREET'Ti I r ....tit (i•i s n P q Genieve Dunn 126 $aim Ji4 I 214 1 I i -z.l u.ii n [� Noble 40 sus 61 Inc. 2 1,c s 1 t Earlham ill _I: a.s i Elizabeth Obc Ruth 20 40 / 1 College r r/ I i0 Clark ��w"•"'" Earlham : Earlham 152 = 4 t ` 60 Salo College 1 Coll i t r ii Z Bcese 6 tnc a Carol 3 D 4 4 1 48 / 1 r/r a _ a� 42 - • ACRES L., �a.r- 69 6 k lugs e 1 ll 1 /v 1 24 '''/.tf cone. In.�s l (a ,'�. 1 1 m Car. ,6 6LaS 16 r22 23 = ' �� .._..___.._.._..__�1 W•wr, 1 1 y Coin 6 Mary Evans 27.6 Carmel 1 1 Det' Clay Barn �i Dugan 8 Mortis Telkxd& scrmouk Hare) Wilber i3 _ - -; - I y Dev.Corp.38 A nes �P F 6p r Harlan 1 Wilber 8 / ' ' -1 Woodard Lahr 4 6 pye .1 Tyner I Doves �~ m O ^^8prs lelord a 2 e el al.80 1 Harlan r // / CSI ,6. 4.6 ApprrmuS 1 at al.48 'i Vil�t��QG N Myers Chauncey Alan 27.9 1 /i #' 4 s""�32 7.' 7 1 Barbara Myers 49.8 ` � ., / 1 A.O. 1 O.nsl A.O. Irl Akoll 1 0.rv« 24.5 , Barbers 6Alan 1267 �I i Y T `j1,►- lie m ..RIAB.S.TQdEr ,ma. 115.6 �� ,_ljV _ ;_�. a �I Jerry 3 Purdue 1D-R 1 • A.O. -, m LESS•0i } Robert 1 University - 'l t 1 4• 234 Cli IN 13tft'Sf•EET � ms 158.3/ 14.75 27 13 siSTR ET �^ rr TH mr Purdue o 6 �!/ m N NG M 10.3 [ ' Northern 1 University !" C�jvge /r �V Carrnel-Clay 1 nB Christian 1 &2'3 ' TA 6 /1', n r o 4- I Schools 20 m Lila 1 - Pudue Purdue . • "_s , " u n D 0) 1 1 'ro Inc. 1 University 27.9 University • , '/ n. Carmel-Clay , 81.7 8p �Y as '• i Schools 20•- N Hunt 8 - ' Carmel CIaY ! Is, MeY pm.n a 1]b UniverPurdsity ty Fuller Lrw Schools 20 36 I• j 1 "'i"" 13b 72.7 �0 Guararw 34.7 _ Ai BEET 1 r �"�' •tMSTRE • -�''• 0 1 .,.Y a '. 10.1 O m 1 N.,,.r 'i Q' w I Gs... !/,/ American avid 2 8 Hunt 1 A Purdue !- KM '// Ag-,egales 1 Hunt University CLAY TWP. - NORTHEAST n ar Assoc. — 80 1 80 203.4 �(Q7 20.5 1 2.7 rr i HA►ILTON COUNTY,INDIANA T.jIMI•R.4E I ,�rrn)_ 12. r `� rrr Aggregates 22 9 an - 1:1 00- a0P Q K.E. it z. 5 r Dr- P Thompson 25 o m = 153.7 American 15 i0 oy>; 44.9 l r 0 112 s �• � American Aggr�ga�es Im P Os- �1, ,4 SCALE OF MILES ✓ ,. Aggregates 1 C P C 66 7 t 5.6 _ 0 660 1320 MO 2640 SCALE OF FEET 5200 a 7e.t - L WY.. _ _ -4 I- 1 ' CLAY TWP.SOUTHEAST PART SEE PAGE 22 %/W LOCATION MAP Architects A Engineers A Landscape Architects A Land Planners A Land Surveyors t , Ala 7172 Graham Road Indianapolis,Indiana 46250 317-842-6777 FAX'317-841-4798 PAUL I.GRIPE,INC, ,l ,y I 11� :\....\) " .; .... ' ,44BItyle 4. ',4, L•ri '.4 I . A ("4 " C ;. `a , s�.r i Mm 82 \ :C S s Y rF , ti�. Yr SI . i . a,... , - I is r�r- ICE: %: ,jw k .; % Mm82 �.. we z A jc R ... • \ ' •` .1 . ` is .• �%• OcA ' �• ,..... tdWaltV . i , CrA r �� kZN We .ter crA . M _ ;s ., • . PROJECT SITE ! mL -- Br .. gr .::,:: V ':. ":1/471. X 12 ; c • $» I i,v it4. OcA „),Oir !kw.,. ii24'...t• ...t.. 4 .„ .Ilk!, ,2,001,-, iiirwArp . ' We- A blisloVif —4ammi-— 11.,...!,f, ' \\*Iri, / „: ..A� 4I• 04 fit: # - C CrA- �� MmA !.,• I ');) 57 iiii)=10-72r.- .1 _ ✓ Mm82 I•i rl ' tp;', ,•; 3 1.1111110 „-.# •,,,rjSki • - .. ,. ^' m - (Jo. coo E E o f f f 2 SOILS MAP Architects A Engineers A Landscape Architects A Land Planners A Land Surveyors { t hilk 7172 Graham Road Indianapolis,Indiana 46250 317-842-6777 FAX#317-841-4798 PAUL I.CRIPE,INC. i PROJECT SITE C 01y 0_ alb �\ i •i ^o / O , ; - fli •\~ - ' - • �� J_ ;cc i. '' y , i .,776 c -. _.ate 1i o Jl 'I ; ` ^ �7Ts7 i _ EAST 136TM STREET --is: ° i /� - -._ - , . -I- n \ 1 � ._ - �. = / �' ,I 1. • 5-\? . . i �� L_ /ems/ ;v e---- _- ' c • (..)- } EAST. 131 : 1 783 - .72• Ri I. p i 71 BMA , / j' a I/ • \ ! 4 ;) II • v 1 4 - ii J =PRIVATE - _ __ NO j 755 -- (.N 126T 11` i M _ _ - 11 -STREET • _ • _. .•_ .-__..TT ----- --....( vnn.vonA Farm USGS QUAD MAP • Architects A Engineers A Landscape Architects A Land Planners A Land Surveyors Tabie 5-11 . //1 WORKSHEET FOR COMPUTING SCS RUNOFF CURVE NUP'.DERS 4 •- , % Project_ Title: ,d,//�el-/2 6 4,1 Project Location: C1)rYl/e'/, /7 -- Drainage Area: DA - ? -4 Land Use: Existing /l Zoned au.)": /O (1) (2) (3) (4) (S) (G) CH. Ai CN.A1. i SCS Area Covered Land SCS Soil Type Hydrologic Curve Number by CN Value Weighted CN valve Use Type from Soil Survey Group (CN) value in Col. 4 Col. 4 x Co] . S 5e 441 CR B oo,-.�T /7 3/0 90 . 3 56 z.o¢ 5A'.g Cre /44';/.-,/ .B Bo -40 7 3Z. 56 Se i C,e.- A77'27/2 43/P QQ . 237 21. 33 Sum - 8 .9 Composite CN Value (Computed Using Equation 5-10) - Sum/AT - gnR299b/CGv Project Title: /4✓/Qn Gt•e7 Project Location: 4 Drainage Area: DA - e_ 7- Land Use: Existing Zoned .345//, 20 (I) (2) (1) (4) (5) (6) CN. A CN A 1 1. 1 i SCS Area Covered Land SCS Soil Type Hydrologic Curve Number by CN Value Weighted CN Value Use Typo from Soil Survey Group (CN) Value In Col. 4 Co!. 4 x Col. S Se is-''C2 8,-r,‘„ J A',-► 4.570 942 . ZO.' /8. 72 ae 44.0e X7/«/ni x3 ea . 79Z 3. 36 sum- :- BZ. I Composite CN Value (Computed Using Equation 5-10) - Sum/AT - gnRM9b/CGv WORKSNCLT FOCI COMPUTING,SCS RUNOFF CURVC NUv3E(15 Project Title: 77//d?h 64241 1 Project Location: Qp� Drainage Area: DA - // u Land Use: Existing X Zoned eih5/;7 3cJ (1) (2) (3) (4) IS) (r.) CHI. Al CU1A1 SCS Area Covered Land SCS Soli Type Hydrologic Curve Number by CN value Weighted CN Value Use Typn [rm., :oil Survey Croup ICN) Value In Col. A Col. A e Col. 1 v,2 C,e 45,10445 lot) .3//2 90 .4(Z 4/. 72 5e F,'C,2 /4//41,0// e 80 . ,5B 43.0I "- fld. Sum , Composite CN Value (Computed Using Equation 5-10) - Sum/AT gn11219b/CGv / • Project Title: w��� 6 /7 Project Location: Drainage Area: DA - 3.47 Land Use: Existing X Zoned /Q 47 (I) (21 Ill (41 (Si (CI C1 Al CN1A1 SCS Area Covered Land SCS Soil Type hydrologic Curve Number by CN Value Weighted Cu Value Nta Type 1rnm .'.oil survey Group (Cu) value In Col. 4 Col. A x Col. S 5.2 4'G,2 or-ev,e..r.574,0 B/a 90 . 4/7 37. 53 5,e 4'C/Z Al/a.ii/. B .230 . 7B 3 4G .C 4 • • Sur L Ot4•Z Composite CN Value (Computed Using Equation 5-10) - Sum/A,I, - gnR:99b/CGv n90/cicuuu6 yV/WnS - (0t-s uoilrnb0 Gu1sn palnJWo3) anlVA NO allsoJuoD 47719 . WnS / L Leo, Z9 aI9 C.,o fr�ot:Ag >asiw��,,,,,, C7'5/ gL/- Z-8 Xqs a0 'OrJ •:Z.- L do • 06 C7/50 v'fc7 zi ,i a'S S .l°J r r .loD r .103 ul ionlVA (NJ) Jnu.13 AinJotS llc'. rJJj :.Jdy gun antrn NJ P+14L1aM anion ND /q 3acJnN anin0 alGojOJp411 oJdy llo. SOS purl paiano3 ra1V SOS IyTNO Ty 1N3 (91 (e) (I') (1) (i) (I) o� t!/.s ' pauo2 X tuTlsix :acn purl �/ •�L- VO :racy aLoulr,0 / :uoilroo) 1Da(oJd (/,n (/l2A/7pi :allay lna(o1,l ✓✓ ((�� A90/QLGZUub /7 . IV/ions 0 (Ot-: uoilonb3 Gutsn palnJWoD) antTA NO allsodwoD Q ' , L ./ y ions , fr7 O— 7ifrg _ ovJ /we/t,./ is //'Q/r. Z ' '2/ e'5./ ' 6L Q/g vayc5761251 rsai, /,7 e . loJ w r .103 r .loD ,al on1LA (ND) Jnoa3 dan.inS nut; won ...ay acn ahtrn ND p+14G1aM anlrn N3 Aq Jucpunn 0Aa112 DlboloJp,Cn oddy llo. SO4 purl N.J./AO] r$JV SOS 7VTNJ 1V 1N3 191 (e) (p) (C) (i) (I) pauo2 x Gulltlr3 :acn purl / V!] :raJV aLruTr.10 :uoil,ao) loa(oid v/ y/9 vO//1� ' llly l,a(o.id t SUDC.4nN 7/.Un] JJONOU SOS 7N1inoWOO UOJ inli:VUOM ..w,C l-•. WORKSHCLT FOR COM.'UTING SCS CURVE NUKJCRS 1 Project Title: /11//A4 ��� Project Location: Drainage Area: DA . /5 / Land Use: Existing Zoned ,5 5/;7 7 (1) (2) (1) 141 (51 (r.) CN1 Al CN1A1. SCS Area Covered Land SCS Soli Type Hydrologic Curve Number by CN value Weighted CN value use Typn from 5011 Survey Group (CH) Values In Col. 4 I Cot. 4 a Col. C . . fie/2 8 . /.�� /4. /�lQ.yi i 5,e , C Ormlo,Es71AP, 43/4D `iO . e92 Z6.a se -' c,e C�,o.5 by C 8 7 . D 7 4. 99 k'r�w`�//.-u ss c5z,a4S710A9 B/P P� • 29 3 24.e.3 ./.444° 6 S..s Cs-orsky C 7 . 72 /3.07 Sum 8✓5. Z Composite CN Value (Computed Using Equation 5-10) . Sum/AT • gnf.19b/C6v Project Title: ,4///a.cl aeil Project Location: Drainage Area: DA . 20• / Land Use: Existing X Zoned (11 (2) (11 (4) (5) (6) CM1 Al CN1Al SCS Area Covered Land 5C5 Soll Type Hydrologic Curve Humber by CH Value Weighted CN Value llsn Typn from Sall Survey Grout. (CM) Valun In Col. 4 Col. A a Cot. S u %�.e 35 6. / G 74:3 . 34-7 ?1. 37 Sie4' G.Q 8-./ s>S,1 $/0 90 . 33 09.97 ukic�/� )s 8.+oa /a 8/0 82 . O 8'3 C., k/ gQ G/Z. /4la.N/ B 230 . i07 /c... 5G sum . 79.7 Composite CN Value (Computed Using Cquation 5-10) • Sum/AT . gnP:99b/C6v • Runoff Curve Numbers Runoff curve numbers are composite CN's weighted based on percentages of soil types within each Basin, and percentage of surface condition. Example • A Basin 80% grassed and 20% pavement with equal distribution of Brookston and Crosby soils would be calculated as follows: Land Use: 80% (0.80) Grass • 20% (0.20) Pavement Soils: 501 (0.50) Brookston • • 501 (0. 50) Crosby Crosby CN = 83 x .80 = 66.40 = 98 x . 20 = J9, 60 86. 0 x . 50 = 43 Brookston CN - 81 x .80 = 64 . 80 98 x .20 = .1960 84 . 40 x . 50 = 42 .2 • Composite RCN - 43 + 42 . 2 .= 85.2 = approx. 85 Time of Concentrptiori Time of Concentration (Tc) is calculated for purposes herein in the following manner: , 1) The drainage pathway for each basin is examined for length, surface cover, slope, swales, pipe, etc. Each type of condition within the pathway is calculated utilizing Tc chart found in the appendix to generate Tc for each basin. I , EXISTING DRAINAGE BASINS Basin No. Acreage RCN Tc 10 24.4 85.9 21.0 20 27.4 82.1 38.0 30 11.8 84.6 19.0 40 3.0 84.2 15.0 50 5.1 63.0 22.0 60 7.4 81.6 32.0 70 15.1 83.2 27.8 80 20. 1 79.7 21.6 PAUL I.CRIPE,INC. A Architects A Engineers A Landscape Architects A Land Planners A Land Surveyors ;.• ,••.'••'•.••••..•.•44...:'.!!::••••'..• ...'N.'4.i,i4Fit417"1!".1+••Y“A: al" .ale .. . •,• •' ••': , .' ' 0 .•.'Vi..•. :Y.;,..::'.?";.' .:i.... ..•".". 11! 1. ...• :....................:' . .....:.'... -. • .'• '''').!//1 lk 1:7Y.. . 01. • I •ir .,• ... A. ) • • , . .1. 1 .•• ...* .... . I./ i 1,.••• ....,. i ) i Lil 1 q t2, 1 . • •- - '''' .,„..". •,••••••••••-/ J. t : : ..'" , ,, .•-• . \ .. .. . „ .., . . • • • , ' \ .... ......... ... .............. ,. • • " '' i 1 .\ \ f 2-'••••••••••••••••••••• ... ....".... • • .. ,...; ..• ...... . ... "' 1 '".......-"":•> ....'.....,:, '•-•• '.....7.. ..........,.... s••, 1 \ • i1 r Es. ••••„I....." :••• • lel'U ....... -.i-7 V ..••••• ....."........:::',.7.::'....",-.': ...."....../....1!'.•'...• •.,• ''t ..' • " " ••• • : I .11s /7 t. , i I % •••• - •'.., 1 ' — 1. / t i X.miiimmii 0.•.;:i....k. ) k /......••••••••'• •••/ ...I i,.." 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D. Ghioto - 1984 AVIAN GLEN PREDEVELOPED 10YR 24HR BASIN 10 BASIN INPUT DATA BASIN AREA 24. 40 ACRES SCS CURVE NUMBER 85. 90 INITIAL ABSTRACTION 0. 33 INCHES TIME OF' CONCENTRATION 21 . 00 MINUTES SCS SHAPE FACTOR 484 OUTPUT SUMMARY STORM RAINFALL 4.20 INCHES STORM DURATION 24. 00 HOURS TOTAL RUNOFF 2. 71 INCHES PEAK RUNOFF RATE 63. 28 CFS TIME OF PEAK 12.08 HOURS UNIT GRAPH VOLUME 1 .00 INCHES ' REFERENCE FILES INPUT DATA E: LASTFI . DAT OUTPUT TO DISK AGEX10 RAINFALL DISTRIBUTION RAIN2.RAI UNIT HYDROGRAPH UNIT2. UHG (C) ► opyriUht -•- R. D. Gh:ioto -- 1984 AVIAN GL..EN PRE DEVELOPED 1 1Y R 24HR BASIN 20 BASIN INPUT DATA BASIN AREA 27. 40 ACRES SCS CURVE NUMBER 82. 10 INITIAL ABSTRACTION 0. 44 INCHES TIME OF CONCENTRATION 38. 00 MINUTES SCS SHAPE FACTOR 484 OUTPUT SUMMARY STORM RAINFALL 4. 20 INCHES STORM DURATION 24. 00 HOURS TOTAL RUNOFF 2.38 INCHES PEAK RUNOFF RATE 46.80 CFS • TIME OF PEAK 12. 25 HOURS UNIT GRAPH VOLUME 1 . 00 INCHES REFERENCE FILES INPUT DATA E:LASTF I . DAT OUTPUT TO DISK AGE.X 1 O RAINFALL DISTRIBUTION RA I N2. RA I UNIT HYDROGRAPH UNIT:. UHO ^ " (C) Cooyriqht - R. D. Ghioto - 1984 AVIAN GLEN PREDEVELOPED 10YR 24HR BASIN 30 BASIN INPUT DATA BASIN AREA 11 . 80 ACRES SCS CURVE NUMBER 84. 60 INITIAL ABSTRACTION 0. 36 INCHES TIME OF CONCENTRATION 19. 00 MINUTES SCS SHAPE FACTOR 484 OUTPUT SUMMARY STORM RAINFALL 4. 20 INCHES STORM DURATION 24. 00 HOURS TOTAL RUNOFF 2. 61 INCHES PEAK RUNOFF RATE 30. 24 CFS TIME OF PEAK 12.08 HOURS UNIT GRAPH VOLUME 1 . 00 INCHES REFERENCE FILES INPUT DATA E:LASTFI . DAT OUTPUT TO DISK AGEX10 RAINFALL DISTRIBUTION RAIN2. RAI UNIT HYDROGRAPH UNIT2. UHG , . (C) Copyriqht - R. D. Ghioto - 1984 AVIAN GLEN PREDEVELOPED 10YR 24HR BASIN 40 BASIN INPUT DATA ==================================================== BASIN AREA 3. 00 ACRES SCS CURVE NUMBER 84. 20 INITIAL ABSTRACTION 0. 38 INCHES TIME OF CONCENTRATION 15. 00 MINUTES SCS SHAPE FACTOR 494 OUTPUT SUMMARY ==================================================== STORM RAINFALL 4.20 INCHES STORM DURATION 24. 00 HOURS TOTAL RUNOFF 2.54 INCHES PEAK RUNOFF RATE 8. 32 CFS TIME OF PEAK 12. 00 HOURS UNIT GRAPH VOLUME 0. 99 INCHES REFERENCE FILES ==================================================== INPUT DATA E: LASTFI . DAT OUTPUT TO DISK AGEX10 RAINFALL DISTRIBUTION RAIN2. RAI UNIT HYDROGRAPH UNIT2. UHG ^ ` (C) Coovriqht - R. D. Ghioto - 1984 AVIAN GLEN PREDEVELOPED 10YR 24HR BASIN 50 BASIN INPUT DATA ==================================================== BASIN AREA 5. 10 ACRES SCS CURVE NUMBER 63. 00 INITIAL ABS [RACTION 1 . 17 INCHES TIME OF CONCENTRATION 22.00 MINUTES SCS SHAPE FACTOR 484 OUTPUT SUMMARY ==================================================== STORM RAINFALL 4.20 INCHES STORM DURATION 24. 00 HOURS TOTAL RUNOFF 1 . 02 INCHES PEAK RUNOFF RATE 4. 36 CFS TIME OF PEAK 12.08 HOURS UNIT GRAPH VOLUME 1 . 00 INCHES REFERENCE FILES INPUT DATA E: LASTFI. DAT OUTPUT TO DISK AGEX10 RAINFALL DISTRIBUTION RAIN2. RAI UNIT HYDROGRAPH UNIT2. UHG ~ . (C) Copyrioht - R. D. Ghioto - 1984 AVIAN GLEN PREDEVELOPED 10YR 24HR BASIN b0 BASIN INPUT DATA BASIN AREA 7. 40 ACRES SCS CURVE NUMBER 81 . 60 INITIAL ABSTRACTION 0.45 INCHES TIME OF CONCENTRATION 32. 00 MINUTES SCS SHAPE FACTOR 484 OUTPUT SUMMARY ==================================================== STORM RAINFALL 4.20 INCHES STORM DURATION 24.00 HOURS TOTAL RUNOFF 2. 34 INCHES PEAK RUNOFF RATE 13. 72 CFS TIME OF PEAK 12. 17 HOURS UNIT GRAPH VOLUME 1 .00 INCHES REFERENCE FILES INPUT DATA E:LASTFI . DAT OUTPUT TO DISK AGEX10 RAINFALL DISTRIBUTION RAIN2. RAI UNIT HYDROGRAPH UNIT2. UHG ^ ^ (C) Copyright - R. D. Ghioto - 1984 AVIAN GLEN PREDEVELOPED 10YR 24HR BASIN 70 BASIN INPUT DATA ==================================================== BASIN AREA 15. 10 ACRES SCS CURVE NUMBER 83. 20 INITIAL ABSTRACTION 0. 40 INCHES TIME OF CONCENTRATION 27.80 MINUTES . SCS SHAPE FACTOR 484 OUTPUT SUMMARY ==================================================== STORM RAINFALL 4. 20 INCHES STORM DURATION 24.00 HOURS TOTAL RUNOFF 2. 48 INCHES PEAK RUNOFF RATE 31 . 38 CFS TIME OF PEAK 12. 17 HOURS UNIT GRAPH VOLUME 1 .00 INCHES REFERENCE FILES INPUT DATA E: LASTFI. DAT OUTPUT TO DISK AGEX10 RAINFALL DISTRIBUTION RAIN2. RAI UNIT HYDROGRAPH UNIT2. UHG ^ ^ (C) Copyrioht - R. D. Ghioto - 1984 AVIAN GLEN PREDEVELOPED 10YR 24HR BASIN 80 BASIN INPUT DATA BASIN AREA 20. 10 ACRES ' SCS CURVE NUMBER 79. 70 INITIAL ABSTRACTION 0.51 INCHES TIME OF CONCENTRATION 21 . 60 MINUTES SCS SHAPE FACTOR 484 OUTPUT SUMMARY STORM RAINFALL 4.20 INCHES STORM DURATION 24. 00 HOURS TOTAL RUNOFF 2. 18 INCHES PEAK RUNOFF RATE 41 . 79 CFS TIME OF PEAK 12. 08 HOURS UNIT GRAPH VOLUME 1 .00 INCHES REFERENCE FILES ==================================================== INPUT DATA E:LASTFI . DAT OUTPUT TO DISK AGEX10 RAINFALL DISTRIBUTION RAIN2.RAI UNIT HYDROGRAPH UNIT2. UHG ^ O 0 0 0 08 Oz V V 0 0 0 0 09 0g 2 2 0 0 0 0 0 0V 3 3 0 0 0 02 03 0T T T SNISV8-8OS MON X�ONI S6IHSNOIlV-13U 'IOON / NISkI8 , , • (C) Copyr 1 alit R. D. Oh1oto -- 19E34 AV 1 AN EiL.EN PRE:UEVE:LOPED 1 OYR 241-I1 ROW 2. COLUMN 1. INDEX 1 _ 4 NODE :l 2 3 4 VINE: RUNOFF RUNOFF RUNOFF RUNOFF !lid:). CF':3 CFS CFS CFS 7.50 C►. o.0 O. 0 I . C) 7.50 0. 4 0. 0 0. 0 0. 1 7. 67 O. 4 O. 0 0. 0 0. 1 . 75 0. 4 0.0 0. 0 0. 1 7. 8-s 0. 5 0.0 O. 0 O. 1 7.92 0. 5 0. 0 i, 0 0. 1 w l. 00 0. 6 O. 0 0.0 O. 1 0. 08 0. 6 0,0 0. 0 0. 1 El. 17 0. 6 O. 0 0. 0 0. 1 8. 25 0. 7 0. 0 0.0 0. 1 i . .1.1. O. F3 0.0 0.0 0.2 B. 42 0. 9 0. 1 0, 0 0.2 Fj. 50 :l . 0 0. 1 O. 0 0. 2 8. 58 1 . 1 0. 1 O. 1 0. '.:y Fl. 67 1 . 1 0. 1 0. 1 0. 8. 75 1 . 2 O. l 0. 1 a. 0. 3 1 . 2 O. I 0. 1 0. 3 F.3.92 3. . .- 0. 1 0. 1 0.4 9. 00 :1 . 4 0. :k 0. 1 0.4 9. 02 1 . 5 0. 1 0. 1 0.4 9. 17 1 . 6 0. 1 0. 1 0.5 9. 25 1 . 7 O. 1 0. 1 O. Es 9.:;;� :I. .8 0. 1 O. 1 0. 6 9. 42 :k . 9 0. 1 0. 1 0. 6 9. 50 1 . 9 0. 1 0. 1 O. 7 9. 50 2. 0 0. 1 0. '._' 0. 7 9. 67 2 0. 1 O. 2.. O. S 9. 75 :-P. :- 0. 1 0. 2 0. 9 9. L1:3 2. `; O. 1 0. 2 C►. 9 9. 92 2. 5 O. 1 O. 2 0. 9 10. 00 2. 6 C►. 1 0.2 1 .0 k0. 00 2. 'i 0. 1 0. 2 1 . 0 11.>. :k 7 .M. 9 O. 2 O. 2. 1 . 1 10.25 ._ . 1 v. 2 O. 3 :k . : 10. ,:3 j 3. O. 2 0. 3 1 . _ it 1. 42 ,- . `J 0. 2. 0. ._ 1 . 4 10. 50 ._ . S 0. .' 0. . :1 . `_'; 1t:0.58 4. :1 0. 2 0. :: 1 . 7 1 0::►. 67 4. 5 0. :.. 0. 4 1 . 9 10. 755. 0 0. = 0. 4 2. 1 10. 83 5. 6 0. :+ C►. 5 2.4 10.92 6. 2 O. 3 0. 5 2.7 11 . 00 6. 8 0. 4 0.6 . 0 11 . 08 7. 4 O. 4 0. 6 ,_ . ._ 1 :l . 1 7 7. 9 0. 4 0. 7 7.5 ^ ^ (C) Copyrioht - R. D. Ghioto - 1984 . AVIAN GLEN PREDEVELOPED 10YR 24HR ROW 4 COLUMN 1 ======================================= IHDEX 1 2 3 4 NODE 1 2 3 4 TIME RUNOFF RUNOFF RUNOFF RUNOFF HRS. CFS CFS CFS CFS ======================================= 11 .25 8. 5 0. 4 0. 8 3. 8 11 . 33 9. 2 0. 5 0. 8 4.2 11 . 42 10. 3 0. 6 0. 9 4. 7 11 .50 12. 4 0. 8 1 . 1 5. 7 11 . 58 17.4 1 . 3 1 . 4 8. 1 11 . 67 25. 7 1 . 9 2. 1 12.2 11 37. 7 2. 8 3. 3 18. 6 11 . 83 58. 0 4. 5 5. 5 29. 4 11 . 92 88. 5 6. 9 9. 1 46. 0 12. 00 119. 3 13. 6 63. 8 12. 08 A 32. 8 7. 5 17. 0 72. 7 12. 17 124. 6 5. 3 17. 9 68. 5 12. 25 105. 5 3. 5 16. 4 56. 2 12. 33 86. 2 2. 5 13. 9 43. 2 12. 42 69.8 1 . 8 11 . 1 32. 9 12.50 56. 2 1 . 5 8. 9 25.6 12. 58 45.8 1 . 2 7. 2 20. 6 12. 67 38. 5 1 . 1 6. 0 17. 3 12. 75 33. 2 1 . 0 5. 1 15. 0 12.83 29. 0 0. 9 4. 5 13. 3 12. 92 25. 5 0. 9 4.0 11 . 8 13. 00 22. 6 0. 8 3. 5 10.5 13. 08 20. 4 0. 7 3. 2 9. 5 13. 17 18. 7 0. 7 2. 9 8.8 13. 25 17. 4 0. 7 2. 7 8. 3 13. 33 16. 2 0. 6 2. 5 7. 8 13. 42 15.0 0. 6 2. 3 7. 3 13. 50 14. k") 0. 6 2. 2 6. 8 13. 58 13. 1 0. 5 2.0 6. 4 13. 67 12. 4 0. 5 1 . 9 6. 2 13. 75 11 . 8 0. 5 1 . 8 5. 9 13.83 11 . 3 0. 5 1 . 8 5. 7 13. 92 10. 9 0. 5 1 . 7 5. 5 14.00 10. 4 0. 4 1 . 6 5. 3 14. 08 10.0 0. 4 1 . 6 5. 1 14. 17 9. 5 0. 4 1 . 5 4. 9 14. 25 9. 1 0. 4 1 .4 4. 6 14. 33 8. 7 0. 4 1 . 4 4. 4 14. 42 8. 4 0. 4 1 . 3 4. 3 14. 50 8. 2 0. 4 1 . 3 4. 2 14. 58 7.9 0. 3 1 . 3 4. 1 14. 67 7. 5 0. 3 1 . 2 3. 8 14. 75 7. 2 0. 3 1 . 1 3.7 14.83 6.9 0. 3 1 . 1 3. 6 14. 92 6. 8 0. 3 1 . 1 3. 5 • • H LL ca il . . . . . . . . . . . . * tax . . . . . . . . . . . . . agifill 444444444 11 .... Li-. LT.1 .7. 4 ''''Z 1- C3 LL 4 V) V) V) 0 V) 0 0 V) V) 0 0 V' C4 C4 C4 V) V) CA CA CA CA 04 04 C4 04 CA 04 CA 04 04 CA C4 C4 C4 C4 04 04 C4 C4 04 CA CA 04 CA CA U ZUU =-1 04 4 :3 4 H OC 4 4 1 i, a 4 0 1 If .1.4 ,4 .1.4 ,4 n 0 n 0" 0 0" C" 0" 0". 0' 0' C" 0' 0' 0" 0' 0" CO CO CO CO 00 00 00 00 00 03 00 CO C• 1".% N 1".-. N N 40 Al 40 .43 43 *.a n..4 1 LL CnUmx • a • • • • • • • • • • • • ... am .. 8 * . s .pms : . • aa . .. • • • • • • • • • • • rw 1 !..1 r) CD LL 4 -'.•1 '4 '4 '4 '4 '4 "4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C) 0 0 0 0 0 0 0 0 0 C) 0 0 0 0 0 0 0 0 C) 0 0 0 O ''' 1 :3 4 •4.4 11 A rre H 1: C3 4 4 LL1 4 1 i 4 0 V) 0 0 V1 V1 0 0 0 r) 0 1,1 0 0 0 1,1 0 0 0 0 04 04 04 CA CA CA CA CA CA C4 04 CA CA CA C4 CA CA CA 04 04 04 CA C4 CA 04 . .-> =--' A Lt. L011 . • mcw . . . . . . . . . . . . . . . . . 4 1.. .teemessaxe exesyaaegi. • '.;..3 U..1 r--1 4 = LU 2: 4 :3 4 CC CC 2: II CI. :3 4 11 t ti 4 Z OH LL 0 CO CO •'.-. 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IN !..., .4) in ,r iv..) i.N4 ,, 0 0 01... 00 0D 00 LU LI 4 Li_ Clilsows .. x . . e . • • • • • • • • • • • • • • • • • • * . m . x . • my . m .. . .. ., --; 4 =-' .="1 C2 LL H .40 NO NO 4) -43 40 NO 0 0 0 0 0 0 0 0 in 0 0 0 0 An 0 0 0 0 1- 1- 4- 1- 4- 1- 4•- cr 1- ,f 4- :.r. rt 1- 4- 4. i.-.) re) te3 0 CO 4 ZUU 4 :a 4 4. 2: 0 4 CC 4 4 4 O '-.1 2.3 4 4 .,.= 2> OH ' 4 L Cl III H > 4 >< = 4 () CO i, 0 V) 04 () 03 N.. 0 V) 04 0 00 N, 0 r).04 0 CO r• 0 V) C4 () 0) Ns 0 rl 04 C> 00 P, 0 V) CA () OD 1".., 0 r) c.4 ,.-- co r, 0L H Ili La U6.1 01 4 () 0 ,..q CA r) 1- 0 0 -40 is", CO 0... 0 0 ---.4 04 r) 1. vl u) 4 r, C0 Os () 0 •=.4 C4 VE -"-.1- 0 0 NO (---. 00 0•• 0 0 ..-4 04 Vi -.':t 0 0 NO 0 1' t:--4 C...1 I.•' Cs: 4 • . . . . . • • • 4 4 .1 4 l • • • 4 4 II 4 • a • 4 • • * z t x x te A a .‘ • • • a at it m 4 1 Li 4 -7 C3 '•.' rr ii 0 0 0 0 0 0 0 0 in 0 0 0 4) ,10 NO 43 NO -40 .0 NO ,i0 NO NO NO N.. P., N• N. N. N, N. r, P., N. N.. P\ CO 00 CC CO CO CO nn GO 00 II !-.= -7 H H —4 —4 . .44 r4 ,4 ,4 ....I ,4 ..4 ..4 v4 .....4 7.4 ,4 .,4 ,..1 n.,4 ,4 -4-4 ..4 . 1.4 ,4 ...4 1.4 1...4 74 1-4 ,4 ....4 ..4 1.4 1-4 ,4 ,4 1.4 ...4 1..4 1.4 1..4 ...... Li 0 L NJ _ N) ^.; N3 N.) 1•'.! I%) . rJ r•i 1%) K) 1, a.? 1,3 :.J •.s �` Fri Kj }...) F? i. — � } ., itii•.? .1 :tr- rrrrt-• rrrrr :-. �. .-. it _ i-•' Ii h.) ._ . J 1%3 i-•+ :•+ . . . . . . . . . . i..". r :+ r•: 0 W 'Z W .0 •mot -.0 •-G �! '1? ti CO D t v II _ if t i a a a ." a a • a a e a a • • • t t t a . _' t .' • • tom• t • ; a t a • t t . a e • • a e a :1 +1CC v RLR1is u .0 CO `'iLP .�.. :_.� 2= r. , •l} OD •4r5 H f rn r V �S r.' r !.:•� ^, t CO � ON Lf :.' ..!'-' :'� f•.t r �, {�: ^ .� n. e• ; k s �••; r. r^ ,. �. r^ 1-1 � r•: P. ?•t r. r, COr. \f J .. ._R ti co - L' N.1 u! F. CA ! �i O - LA x 11., L! ;:i! .. .•+ L•: � ..v !`•+ :,i LR '� co C' �� L� CO"'"; !:'; ( �;; .r LP {�• k•? H II fI C; C r' fi II £ C • 1 C 1 _ • t.. FJ NJ N3 r•., "J ._ t•.) FJ FJ F. 1•.' 'r•.' t 1% r-! i',3 NJ r NJ N r. t•Y [ ( ; C.4 .1 .i r 4 r '- 1 r, r'•' � .. •_ f•.i ., ... _ �••_ :j i !r f: ,o !::; v1: Ta :� .:j !ri f•J t: �,•; t,i if '�i CD • • • • a e a • e a a • a • • a e t a • • a • e a t a a • a a t • a a ; (1) ,t if f•i co S --G co u; u; oo ,0 CO C! W -40 Y! ti .4 ,`s CO CO CD 0 ,0 4D e% 0 I"' IA 4L Cr' C' NI N; CO CO 00 CO Ni N1 COOD 00 fi I': G II fi i II 0 G 11 )D A 3 0 C H z 79 a f Cl i • _ {, ' ` n ' et , LjZ ,s a t a a t a c c a s c • a taaae a • t a _ • _ at • t t ta a • a ifr11 11,-F-= r- r r r— .- — r- •- ►- • .— �. _ r- .--• r r �. .� r•a :•1 r- I..' i... :- t._ F_ %•t FJNJF J , t' F, r) ;`., i.ilw3rJF.,t 11 .i 1 ff if ft 11 r', i II H C U f'', C _ t_ H 0 2E 11 rt h �': %_ e: eteln t e1 r es.-, _ t et n rl r;: r:, {, n n n n • elr-. n n {Y { r, n _: n e: e. r_'� fi A 110 • • • a • at • • • • • • • • t • • a • • • a a s • • • • a t • • • a e if (r) Ti II w CP LP Ln LP in Ln CP Ln Ln LP LP LP LP LA Ln Ln Ln LP LA LA LRCRLRLRLALRCRL' L! C^ C' C' or- J oh oh C*' C oh o- oh oh oh oh ch fi Ti 11 n r 11 i 11 if If 70 11 1i C H 11 r Z Ii .r .! r-= 1.= :•.= r .— i— :•-• r r :-a :.= r*. w+ r i...: r r t., r' ' rJ F. F? NJ N.1 f s t F. . •� _� r• • t • t a t a a : c • a • e • e • f t • • • t a a . • • t a t a a • fi Cn Ti II 71 .r. . LP LP LP L LP L, _ Lr :; Or- R `r LP LA •r CA r; CP Cr; LA 1% ,^: 1% _ If 11 if PROPOSED DRAINAGE BASINS Basin No. Acreage RCN Tc 10 7.81 86.0 6.0 20 2. 14 86.0 8.0 30 2.66 85.0 7.5 40 20.92 85.0 17.2 50 13.69 84.0 16.4 60 14.32 85.0 20.5 70 4.37 86.0 6.5 80 1.25 85.0 12.6 90 5.46 85.0 14.0 100 9.19 85.0 14.7 110 22.49 85.0 22.4 PAUL I.CRIPE,INC. A Architects A Engineers A Landscape Architects A Land Planners A Land Surveyors ` 1 ,,..:t I r w... � M W'I)j�I• .j'!‘ n '.y: • � t1/ � �, t �I if.••'it~••'''1 h w.. It,� 11 .h ,, .u:. ', 11 �' , III II ?IL rf. • ; - , III = i w I N• I \./ (1/� 4 •I I '�i� j I ,1 .r 1. .�I�r II is II.. I. I :. r j/1 '/ i 'y• I....p»{..... If 1 : I .:, ... ...I /•,• t L . ..w••••••.• ... 1 1 I ........:,.:... 1;:f;:,:.e.......-..::;...„..."i ? . n N.:1.....":::,.,...,:.(....:.4111::./...(11.:..i• :1.....:1.........,.........‘,.1t!.,;,.!......7...........t!,;::.::7,...,;.......: ....• _ i r ; ',Y.' I i 1 t ::?:ram.... .'. ;,1 • , ,.i , 111 .•::«;.. :.�..«;,' It airu«�' 1 M. .�i' ` i......::........ire Ii y ,,III �` i, � x y .j.• . ... -..., r �.. '/f I J`', t 1.11 � ill� �_�. 1 • • r 1 .. i .... ' II • I I 1 i'11 ,,'�' Inc, I •% •..t».."«.»y» . • •I••y •' .••, 1 ` ,.•M'A'.:11 j.......... .LIB .A.'.yi .fi: :w 4 I •� ::P.. i .III 4, ! .1. ,1 :,,.f. •I•': ,.:,4�,:'......_.11• ▪ 'i 11'�_ •,..,j I .,.• �...Fnl.................. ...\'\.I'�` I,N •-" I 1,11 / 1, ,:'l,,...�,. .IIL 1', .N,•I' i u�.•1{ I '•,I '.. • ••` •. hl. i,.y, 1i''• , l► yy It./�r1,4' I n11y .M.,Y VW.. M •.) ♦" 1111 • r . F f..• r� 1 ' ....... ...;.;,,.. `X. III i '', ••.• ." 4. i it 'I. '...1, ....*-, •1 ‘....;\ :...., '',. ,,,v.:; nol 0 Ilf 111, .. .•r. M•„•1 1 ! .......... ,_; _ II, j IU I is. v... 4 r-, •'' •'•,.;;w."w.»u;rl ti i.,.........'..'....:.I,:::....:._ '_ • b. v +: r s { 'IL I r i :, •t : III ;�I •' +� i i i ''i. i I i kit i,_ll1•v. .d« IIII 1 ' i :• F` t•:•x. { 9 f '.1..........�11.. ,,.",r••, •\•.:'1' "•N,, Irl l.i. All: '1• . i i 'IL i ! i ..IV«S .:. •... y'\'l :, ' !: i i :1 ••• li J J l I,II" . ''1 :II 1 IIII I " }�1\;. 4'r i,r1 ,,..a,,.. .. '. • it `4. .r.. NI' .'•ti• p II I .1c-40 !., ,',,r' r' ,▪ rr,�, it nl !t I I .. r'l', ;:••,„•:; 11 lal 4i....!u I ::,•/ •5f','4'•• t; :• tt l" •I i 'I I I :' ,!,• s• y, c:l '•_. ... 911 II;:''. /4•i ' i) iv I ''Li1 I IIII I I i I 'II i• ' ^ ' ~ (C) Cooyright - R. D. Ghioto - 1984 AVIAN GLEN DEVELOPED 100YR 24HR BASIN 10 BASIN INPUT DATA ==================================================== BASIN AREA 7. 81 ACRES SCS CURVE NUMBER 86. 00 INITIAL ABSTRACTION 0.33 INCHES TIME OF CONCENTRATION 6. 00 MINUTES SCS SHAPE FACTOR 484 OUTPUT SUMMARY ==================================================== STORM RAINFALL 5.8O INCHES STORM DURATION 24. 00 HOURS TOTAL RUNOFF 4. 25 INCHES PEAK RUNOFF RATE 42. 59 CFS TIME OF PEAK 11 . 92 HOURS UNIT GRAPH VOLUME 1. 01 INCHES REFERENCE FILES INPUT DATA E: LASTFI . DAT OUTPUT TO DISK AVPRO RAINFALL DISTRIBUTION RAIN2. RAI UNIT HYDROGRAPH UNIT2. UHG ' ^ ^ ' 4C) Copyriqht - R. D. Ghioto - 1984 AVIAN GLEN DEVELOPED 100YR 24HR BASIN 20 BASIN INPUT DATA ==================================================== BASIN AREA 2. 14 ACRES SCS CURVE NUMBER 86. 00 INITIAL ABSTRACTION 0. 33 INCHES TIME OF CONCENTRATION 8.00 MINUTES SCS SHAPE FACTOR 484 OUTPUT SUMMARY STORM RAINFALL 5. 80 INCHES STORM DURATION 24. 00 HOURS TOTAL RUNOFF 4. 29 1NCHES PEAK RUNOFF RATE 11 . 11 CFS TIME OF PEAK 11 . 92 HOURS UNIT GRAPH VOLUME 1 .02 INCHES REFERENCE FILES ==================================================== INPUT DATA E:LASTFI . DAT OUTPUT TO DISK AVPRO RAINFALL DISTRIBUTION RAIN2.RAI UNIT HYDROGRAPH UNIT2.UHG (C) Copyright - R. D. Ghioto - 1984 AVIAN GLEN DEVELOPED 1OOYR 24HR BASIN 30 BASIN INPUT DATA BASIN AREA 2. 66 ACRES SCS CURVE NUMBER 85. 00 INITIAL ABSTRACTION 0. 35 INCHES TIME OF CONCENTRATION 7. 50 MINUTES SCS SHAPE FACTOR 484 OUTPUT SUMMARY STORM RAINFALL 5.80 INCHES STORM DURATION 24.00 HOURS TOTAL RUNOFF 4. 21 INCHES PEAK RUNOFF RATE 13.83 CFS TIME OF PEAK 11 . 92 HOURS UNIT GRAPH VOLUME 1 .02 INCHES REFERENCE FILES INPUT DATA E: LASTFI .DAT OUTPUT TO DISK AVPRO RAINFALL DISTRIBUTION RAIN2.RAI UNIT HYDROGRAPH UaIT2. UHG ` (C) Copyriqht - R. D. Ghioto - 1984 AVIAN GLEN DEVELOPED 100YR 24HR BASIN 40 BASIN INPUT DATA ==================================================== BASIN AREA 20.92 ACRES SCS CURVE NUMBER 85. 00 INITIAL ABSTRACTION 0. 35 INCHES TIME OF CONCENTRATION 17.20 MINUTES SCS SHAPE FACTOR 484 OUTPUT SUMMARY ==================================================== STORM RAINFALL 5.80 INCHES STORM DURATION 24.00 HOURS TOTAL RUNOFF 4. 10 INCHES PEAK RUNOFF RATE 86.84 CFS TIME OF PEAK 12.00 HOURS ' UNIT GRAPH VOLUME 1 . 00 INCHES REFERENCE FILES ==================================================== INPUT DATA E:LASTFI . DAT OUTPUT TO DISK AVPRO RAINFALL DISTRIBUTION RAIN2. RAI UNIT HYDROGRAPH UNIT2. UHG , (C) Copyright - R. D. Ghioto - 1984 AVIAN GLEN DEVELOPED 100YR 24HR BASIN 50 BASIN INPUT DATA BASIN AREA 13.69 ACRES SCS CURVE NUMBER 84.00 INITIAL ABSTRACTION 0. 38 INCHES TIME OF CONCENTRATION 16.40 MINUTES SCS SHAPE FACTOR 484 OUTPUT SUMMARY ============================================= STORM RAINFALL 5.80 INCHES STORM DURATION 24. 00 HOURS TOTAL RUNOFF 3.98 INCHES PEAK RUNOFF RATE 56.64 CFS TIME OF PEAK 12. 00 HOURS UNIT GRAPH VOLUME 0. 99 INCHES REFERENCE FILES INPUT DATA E:LASTFI . DAT OUTPUT TO DISK AVPRO RAINFALL DISTRIBUTION RAIN2.RAI UNIT HYDROGRAPH UNIT2. UHG (C) Copyriqht - R. D. Ghioto - 1984 AVIAN GLEN DEVELOPED 100YR 24HR BASIN 60 BASIN INPUT DATA BASIN AREA 14. 32 ACRES SCS CURVE NUMBER 85.00 INITIAL ABSTRACTION 0.35 INCHEG TIME OF CONCENTRATION 20.50 MINUTES SCS SHAPE FACTOR 484 OUTPUT SUMMARY STORM' RA I NFALL 5. 80 INCHES STORM DURATION 24.00 HOURS TOTAL RUNOFF 4. 10 INCHES PEAK RUNOFF RATE 55. 85 CFS TIME OF PEAK 12. 08 HOURS UNIT GRAPH VOLUME 1 .00 INCHES REFERENCE FILES ==================================================== INPUT DATA E:LASTFI . DAT OUTPUT TO DISK AVPRO . RAINFALL DISTRIBUTION RAIN2.RAI UNIT HYDROGRAPH UNIT2. UHG v . (C) Copyright - R. D. Ghioto - 1984 AVIAN GLEN DEVELOPED 100YR 24HR BASIN 7; BASIN INPUT DATA ==================================================== BASIN AREA 4. 37 ACRES SCS CURVE NUMBER 86.00 INITIAL ABSTRACTION 0. 33 INCHES TIME OF CONCENTRATION 6. 50 MINUTES SCS SHAPE FACTOR 484 OUTPUT SUMMARY ==================================================== STORM RAINFALL 5.80 INCHES STORM DURATION 24.00 HOURS TOTAL RUNOFF 4. 27 INCHES PEAK RUNOFF RATE 23. 70 CFS TIME OF PEAK 11 . 92 HOURS UNIT GRAPH VOLUME 1.01 INCHES REFERENCE FILES INPUT DATA E: LASTFI . DAT OUTPUT TO DISK AVPRO RAINFALL DISTRIBUTION RAIN2. RAI UNIT HYDROGRAPH UNIT2. UHG ;?I-Jfl "''.J-I Nn 1-Idk'1 3O!JOAI-I -L I Nn Ik i"ZNI 1!J NOI..LnaI'J1SIa 11VJNIt+d O 4dAk5 NS I a C]..1. lnd_LnC) ..i..',U " I.J..LS.+1:3 VIVO 1ndN 1: 5311:d 33N1N 3.d3?J S3H3N:[ 66"o 3wn-1OA HdVW.3 J-INn 5 1naH 00 "Tt `Jkt3d JO 31411 S:J;J 'L ' 3.LH8 .3.:IOI\lil i A i3c1 S3H3N I Ell '17 :J_JONfl"J 1V1.01. son01I �:?�':� "ti NOI..Lk1t-Jn(1 14!JO1S S3H3N I 08 11VJN I WJ wools AH%:fWWnS 1nd.LnO 17817 dO.13VJ EldVHS SJ S SS3.J..nN 1:N os 'Z 1: NO I.J V J.N3 JNO:) _.1O 31411 531"I3NI f32 "0 NOI..t.3 / ..LSs:1H i )IIINI 00"qS 3Aon3 SJS S3'JJL1 at� " 1. )38k+ N I'Sk8 VIVO If dN I N I Sk/8 08 mskla Wit?WitZ 011.7.01 A.jci h(310 NV]:Atf •bS6T -- 0=10itt-9 "0 1 -- 40T..!Ad07 (3) (C) Copyright - R. D. Ghioto - 1984 AVIAN GLEN DEVELOPED 100YR 24HR BASIN 90 BASIN INPUT DATA ==================================================== BASIN AREA 5.46 ACRES SCS CURVE NUMBER 85.00 INITIAL ABSTRACTION 0. 35 INCHES TIME OF CONCENTRATION 14. 00 MINUTES SCS SHAPE FACTOR 484 OUTPUT SUMMARY STORM RAINFALL 5.80 INCHES STORM DURATION 24.00 HOURS TOTAL RUNOFF 4. 09 INCHES PEAK RUNOFF RATE 24. 49 CFS TIME OF PEAK 12.00 HPURS UNIT GRAPH VOLUME 0. 99 INCHES REFERENCE FILES ==================================================== INPUT DATA E: LASTFI . DAT OUTPUT TO DISK AVPRO RAINFALL DISTRIBUTION RAIN2. RAI UNIT HYDROGRAPH UNIT2. UHG (C) Copyright -.- R. D. Ghiot -- 1984 AVIAN GLEN DEVELOPED 1 >OYR 24HR BASIN 100 BASIN INPUT DATA BASIN AREA 9. 19 ACRES SOS CURVE NUMBER 85. 00 0 INITIAL ABSTRACTION 0.35 INCHES TIME OF CONCENTRATION 14. 70 MINUTES SCS SHAPE. FACTOR 484 OUTPUT SUMMARY STORM RAINFALL 5.130 INCHES STORM DURATION 24. 00 HOURS TOTAL RUNOFF 4.09 INCHES PEAK RUNOFF RATE 40. 55 CF-'S TIME OF PEAK 12. 00 HOURS UNIT GRAPH VOLUME 0.99 INCHES REFERENCE FILES INPUT DATA E:': LAST'FI . DAT OUTPUT TO DISK AVPRO RAINFALL DISTRIBUTION RAIN'. RAI UNIT HYDROGRAPH UN I T2. UHfa ~ � . (C) Cooyright - R. D. Ghioto - 1984 AVIAN GLEN DEVELOPED 100YR 24FUR BASIN 11() BASIN INPUT DATA BASIN AREA 22.49 ACRES SCS CURVE NUMBER 85.00 INITIAL ABSTRACTION 0. 35 INCHES TIME OF CONCENTRATION 22. 40 MINUTES SCS SHAPE FACTOR 484 OUTPUT SUMMARY STORM RAINFALL 5.80 INCHES STORM DURATION 24.00 HOURS TOTAL RUNOFF 4. 10 INCHES PEAK RUNOFF RATE 85. 41 CFS TIME OF PEAK 12. 08 HOURS UNIT GRAPH VOLUME 1 . 00 INCHES REFERENCE FILES INPUT DATA E: LASTFI . DAT OUTPUT TO DISK AVPRO RAINFALL DISTRIBUTION RAIN2.RAI UNIT HYDROGRAPH UNIT2.UHG � ^ ^ ` 0 0TT 00T 06 08 0l. Z. 2 02 03 0T T 3 0 0 0 0 0 0 66 T SNISv8-8DS 300N X30NI S6IHSNOIIUl]8 3{D]N / NISU8 ' ` ~ (C> Copyright - R. D. Ghioto - 1984 AVIAN GLEN DEVELOPED 100YR 24HR ROW 3 COLUMN 1 =============================== INDEX 1 2 3 NODE 99 1 2 TIME RUNOFF RUNOFF RUNOFF HRS. CFS CFS CFS =============================== 7. 50 0. 0 1 . 7 1 . 2 7. 58 0. 0 1 . 8 1 . 2 7. 67 0. 0 1 . 9 1 . 3 7. 75 0. 0 1 . 9 1 - 4 7. 83 0. 0 2.0 1 . 4 7. 92 0. 0 2. 1 1 . 4 8.00 0. 0 2. 1 1 . 5 8. 08 0. 0 2. 2 1 . 6 8. 17 0.0 2. 3 1 . 6 8. 25 0. O 2. 5 1 . 7 8. 33 0. 0 2. 8 1 . 9 8. 42 0. 0 3. 0 2. 1 8. 50 0. 0 3. 2 2. 2 8. 58 0. 0 3. 3 2. 3 8. 67 0. 0 3. 3 2. 3 8. 75 0. 0 3. 4 2. 4 8.83 0. 0 3. 6 2. 5 8. 92 0.0 3. 7 2.6 9. 00 0.0 3. 9 2. 7 9.08 0.0 4. 2 2. 9 9. 17 0. 0 4. 4 3. 1 9. 25 0.0 4. 6 3. 2 9. 33 0. 0 4. 6 3. 3 9. 42 0. 0 4. 7 3. 3 9. 50 0. 0 4. 8 3. 3 9. 58 0. 0 5. 1 3. 5 9. 67 0.0 5. 4 3. 7 9, 75 0. 0 5. 7 3. 9 9. 83 0.0 5. 0 4. 0 9.92 0. 0 5.8 4. 1 10.00 0. 0 5. 9 4. 1 10. 08 0. 0 6. 3 4. 3 10. 17 0. 0 6. 7 4. 6 10. 25 0. 0 7. 1 4.9 10. 33 0. 0 7. 5 5. 2 10. 42 0. 0 7. 9 5. 5 10. 50 0. 0 8. 5 5. 8 10. 58 0. 0 9.4 6. 4 10. 67 0.8 10. 4 7. 1 10. 75 0. 0 11 . 5 7. 8 1().83 0. 0 12. 7 8. 7 10.92 0.0 13.9 9.5 11 . 00 0. 0 14. 9 10. 2 11 . 08 0. 0 15. 7 10. 8 11 . 17 0. 0 16. 5 11 . 3 • .." 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J ri CA 0 CC r, o v) c..4 i) CO r• In ;'.--) 04 0 00 rs. 0 .-71 04 cl H UJ U.1 ill CO H '..-'..f '.-.) -71- in 0 „a i-, co o... CO '4 CA V) .7r in 0 -45 r, oa a- c. 0 v,... c.-4 r--.. .1. o o -C f-, co a, 0 0 -,..., IN t.1 1- 0 0 „0 N.. cc cl, ci q (::z CI 1, ccH , • . • , . . • • • , 4b4 /( • 14 • • • maa • se mr • TIsam • wax • ams • • 1 :..... e', 0 ?--1 2: i-- 1 - . . . : . . . . . . . . . . . . . . . . „....4 —4 —4 —4 —4 —. ,, —4 .,.4 —4 ..44 7.1 Mt Mt! TM Mt 1M IM MI Mt Mi Mt Mt 1.4 -....4 4-4 ,44 :-.4 4.1 4.4 4.4, +-4 4—a 7-4 .4.... i.....: -,.. • • • - . 0.7. 0, 0..- CA IX II LL ). 4 IL ClIti • als • aaama • saat , • taaleysaaaa : • aa • ws asaata • I Ina ti (3 4 r) 04 CD LL 4 40 40 -40 NO -0 0 41 41 0 41 0 41 41 41 Ul 41 41 41 0 41 0 41 . - - ,r4- - qt. - - - ..1- rl rl rl 1'1) ..... ii • :i.! CJ 4 0 a-4 4 0 11 'r4 II ,-,, ,- I i r :...-4 • 4 4 co 1: 4 II EL il iaL il In 4) -.0 :-.4. 0, .1. ,4 ,4 ..4 vl 0 co co 0, 0 .,4 (::. CIN p. Ul VI CA '.4 0 0' CO NO 41 '.. CO f... -11 ,z.t. CA (3 co r-. P., AO .:t fl CA V) 7t • . . 1-4 4 Li. 01 I 1 • • • • a s • • a a a • a 0 • a a a aaaaaa i a a a r. • • • I 2 • • i 4 .1 • • a • • • 4 C4 -" CO IL. 4 CN ON ON ON CO CO CO CO 00 00 CO h, i'", h, CO 03 03 P., r, N.. PN. rs.. f'N r's. NO '0 43 40 -0 40 -0 AO -0 4) -.0 -0 En 41 0 41 0 0 0 41 Ul f..,JJ til • 7> 77 u , : 4 . X. ,..._ 0 4 2: OH U. 4 (3 0 (3 0 (3 0 0 0 0 (3 (3 0 (3 0 0 0 0 (3 (3 0 (3 0 (3 (3 (3 (3 0 (3 0 0 0 0 0 0 0 0 C3 (3 0 <3 0 0 0 (3 0 I LEI C..) 4 LL. 0) ii • • • • • n • • • a 0 a a • a 4 • • • • • • • • • • a • • s • • • a • • i a a • • . a a • '4 ON CD u- 4 (3 0 0 (3 0 0 0 2 2 (3 0 0 0 2. 0 2. 0 (3 2 0 0 (3 0 0 0 2. 0 <3 0 0 (3 0 (3 <3 0 2 0 2. 0 0 0 0 0 (3 2 C3 4 :3 n 4-1 1Z in 4 a,' 4 .17-: <T • H II 4 ;,-1 :› Oil , 4 • i- a CH 4 r-1 CA 0 CO r, 41 V) CA 0 CC h, 0 V) (.4 () 0: ii7.7 1.,-.! CA (3 CO Ps-. 0 V) CA 0 OI fN 0 i-, e2 0- 0 0 .,. i7-1 v., ,r if..., 0 „ID r.... crj cr. 0 0 _, 0 ii eN al 5.- r..., ii • 11 • 2 • • • 2 • • • • • . • • • • • • t • 4 a a i . • • • • • a • a : a a a • a • ss • • • t'l ,-.: 4 2: C3 I-..1 2: 4 41 1;1 0 41 1;1 41 0 u1 41 41 41 41 43 AO AO AO -43 42 -0 AO AO AO 43 Al h, r, tN. r, h, f., fN IN. f.., r., r, r, co co 122 CO 01 CO CO rn CO * 4 ,-4 :: i.- il ,-, .,...1 r4 ,4 T., nr! ri r4 v, .2,1 ,4 r4 .;,4 .a.4 ,4 ,4 r4 ,4 ,4 1.4 ,4 r4 . . . . . . • ' . . ,4 -4 r4 ri ri 1.1 ....1 ,-.1 ..„ -....I 1-4 ....... 4....1 .-.! ,I ,_. • �*** INTER-CONNECTED POND ROUTING PROGRAM *** < ICPR2X2> ^�~l^�� ^ (C) Copyright 1983~ Peter J . Sinqhofen . P. E. AVIAN GLEN DEVELOPED ******************** *** CONTROL DATA *** ******************** Simu] ation time increment (mins) --> . 1 Simulation duration (hrs} --> 24 5tartino time (hrs> --> 0 Print interval --> 150 ************************************ *** NODE AND INITIALIZATION DATA *** ***********************it-************ NODE NODE INITIAL # TYPE STAGE 99 2 68. 000 1 1 72. 900 2 1 83. 500 000 ^0 000 ^0 (�}0 ^0 000^0 00( ^0 O1113 000^0 000 ~0 000 ^0 00010 000 ^0 30t/1S 000 ^0 00010 000 ^0 000^0 0W14 33t/801S M0 ^0 00010 000 ^0 000 ^0 000 ^88 30\f1S 030 ^9 082 ^t 0280 0L2 ^ 1 000 ^0 3M8O1S 009 ^A8 009 ^98 ' MGM MGM 009 ^28 39VlS __________ 3 It .1OON 000 ^0 00010 00010 000 ^0 00010 39W8OlS 00010 00( ^0 000 ^0 000 ^0 000^0 3801S 000 `0 00010 000 -0 000^0 000 ^0 30t'8OlS 000 ^0 000 ^0 000^0 000 ^0 000 ^0 99v1S 08/ ^6 09T `l 0990 0L3 ^3 000 '0 38t/8OlS 006 ^9L 006 `M 006`M 006 ^2L 006 -3L sOuiS __________ T # AOON 000'0 00010 00010 00010 000 ^0 MIA. 000 ^0 000 ^0 000 ^0 000 ^0 000^0 39V1S 00010 000 ^0 000 ^0 000 ^8T 00019T 3wI1 000 ^0 000 ^0 000 ^0 000 ^89 00G ^89 33V1S 00012T 000 ^3T 000 ^ TT 00016 00010 3NJl 000 ^69 000 ^69 009 ^89 000 ^89 000 ^89 98v1S ---------- 66 # 3OUN ******************************* *** t/J�fO MI1/39V8O1S/lBt/LS *** ******************************* DWOM8M NWS NVlhU ON ^ uafouUuTS ^ C JeW6 °2861 j4bTj/<do3 (3) <3X3Ud3I > *** WVHSOU6 SNIlOO8 ONO6 03133NN03-8A1NI *** ~ ' 3 <__ sIauueqz/sjJexlnz fo # juelzTffeoz ssoI 3uJIu3 t <-- juejz; ffeoz ssol xBJeu:.i 89 <-- ( leaf) jJe^uj jelemIiel 6W <-- (qeef) jjexu; JelewpeeH IT0 ^ <__ u s ' buTuueW szo <-- MOD Wue7 8b <-- (seqzuT) asf8 8-17 <__ (seqzuT) ueuS JeInW10 <- 66 # epou 04 -- T # epou moif 3 # HM38 I <__ sIeuueqz/sjJeAlnz fo # quaTzTffeoz ssoI zujlu:D T <__ jueTzTffeoz ssoI Abjeu:3 6^3L <__ (jeef) JAeAuT J04emTje1 9 ^28 <__ (leaf) jJexuT JejempeaH TT0 ^ <__ u s' buTuueN ^ 082 <-- (Ieef> 4lbuel 3v <__ (seqzuT) esTU 3v <__ (seqzu?) ueqS -> lJe»TnJ jelnzjlJ <- T # epou 04 -- 3 # epou moif T # =31d 2 66 T 3 2 T 3 T MA1 30ON 3OON # . MUM O1 WO8A H3VM8 ` (jesli selez?pul edAI exTlebeN) * exinz bulqej jof 9 edAl leuueqz zTIoqeied jof g edAl * leuueqz IepTozedeil jof V edAl * IWxlnz jof 2 adx1 A. ezTfTjo pue eqeb/jTem peqseiz peojq jof 3 edA1 ezTfjjo pue ejeb/Ajem pelseiz dje4s Jof T edA1 MON ****************** *** \flt/O H3V35 *** ****************** OWOMA30 N319 NVIAV '3 ^6 ^ ue+oqbuTS ^r Mad ^2861 l4bTjAdoJ (3) <3X3U6JI > *** WU88O86 8NI1OO8 ONO6 O3133NNOJ-831NI *** ° � *** INTER-CONNECTED POND ROUTING PROGRAM *** < ICPR2X2> (C) Copyright 1983, Peter J. Singhofen, P.E. AVIAN GLEN DEVELOPED ************************** *** INFLOW HYDROGRAPHS *** ************************** INFLOW HYDROGRAPHS TO BE READ FROM DISK FILE t. *k* IN ER-CONNECTED POND ROUTING PROGRAM *•** •;]:CPR2X2: (f"') Copyright 1983, Peter- J. 8inghofen, P.E. AVIAN GLEN DEVELOPED NODE TIME S IAGE STORAGE INFLOW OUTFLOW (c.f s) #4 (hrs) ( Feet) (ac ft) (cFs) # :l TOTAL. 99 7.00 68.00 0. 19 6.33 ------ 0.00 1 7.00 72.90 0.00 1.76 8. 7 8.33 2 7.00 87.50 -0.00 0.97 0.00 0.00 99 7.25 68.00 0.24 0.00 ------- 0.00 1 7.25 72.90 -0.00 1.59 0.00 0.00 2 7.25 87.50 -0.00 1. 11 0.00 0.00 99 7.50 68.00 0.30 0.00 -••--••---- 0.00 1 7.50 72.90 -0.00 1.69 0.00 0.06 2 7.50 83.50 -0.00 1 . 19 0.00 0.00 • 99 7.75 68.00 0.36 8.33 ------ 0.00 1 7.75 72.90 0.00 1.93 8.73 8.33 2 7.75 63.50 -0.00 1.35 0.00 0.00 99 8.00 68.00 0.44 0.00 --•----•-•-• 0.00 1 6.00 72.90 -0.00 6.70 0.00 0.00 2 8.00 63.50 0.00 1.49 4.56 4.56 99 8.25 25 68.00 0.52 0.00 -----•-- 0.00 :l 8.25 72.90 -0.00 7.08 0.00 0.00 2 6.25 87.50 0.00 1.77 4.56 4.56 99 8.50 66.00 0.61 17 - -- -- - 0.60 1 8.50 72.90 0.00 7.79 2, 17 2. 17 8.50 63.50 0.00 2..�3 4.56 4.56 2 99 8. 75 68.00 0.62 0.08 ------ 0.00 I 8.75 72.95 0. 11 3.41 0.08 0.08 2 8.75 03.50 -0,00 '2.4%) 0.00 0.00 99 9.00 68.00 0.62 0. 18 -••------•- 0.00 1 9.00 73.00 0.24 8.46 0. 10 0. 18 2 9.00 83.50 0.00 2.70 4.56 4.56 99 9.25 68.06 0.63 0.35 ------- 0.00 1 9. ;2 5 73.07 0.7.8 9. 13 O.';::5 0.3 2? 9.25 63.50 0.00 3. 19 4.55 4.55 99 9.50 68. 12 0.64 0.50 ------ 0.00 1 9.50 73. 12 0.50 4.90 0.50 0.58 2 9.50 63.53 0.04 3.7,-: 0. 13 0. 13 99 9. 75 68. 19 0. 65 0.78 ------- 0.00 1 9. 75 77. 16 0.59 5.74 0. 76 0. 78 2 9.75 87.58 0. 11 7.94 0.05 0.05 99 10.00 68.25 0.67 1 .01 -•------ 0.00 1 10.00 73.21 0.69 6.04 1 .01 1 .01 2 10.00 8 %.64 0.20 4. 14 0. 11 0. 11 99 10.25 68.31 0.70 1.40 -_-------- 0.00 1 10.25 73.26 0.81 7.36 :1 .40 1.40 2 10.25 87.71 0.29 4.90 0.24 0.24 ' ^ ^ ' *** INTER-CONNECTED POND ROUTING PROGRAM *** < ICPR2X2> (C) Cooyright 1983, Peter J. Singhofen, P.E. AVIAN GLEN DEVELOPED NODE TIME STAGE STORAGE INFLOW OUTFLOW (cfs) # (hris) (feet) (acft) (cfs) # 1 TOTAL 99 10.50 68.37 0.73 1.90 1 10.50 7 3.31 1 0.94 6.89 1 .90 1.90 2 10.50 83.78 0.39 5.81 0.41 0.41 99 10.75 68.44 O.78 2.62 ------ 0.00 1 10.75 73.39 1 . 11 12.26 2.132 2.62 2 10.75 83.68 0.52 7.84 O.74 0.74 99 11.00 68.50 0.84 3.71 ------ 0.00 1 11 .00 73.49 1.34 16. 11 3. 71 3.71 2 11 ,00 84.00 0.68 10. 17 1 .25 1 .25 99 11 .25 68.62 0.93 5. 39 ------ 0.00 1 11.25 73.61 1.61 19.61 5.39 5. 39 2 11 .25 84. 14 0,88 12.03 2.05 2.05 99 11 .50 68.75 1 .07 7.98 ------ 0.00 1 11 .50 73.77 1 .98 33.51 7.98 7.98 2 11 .50 84.32 1 . 13 19.".:,/ 3.30 3.30 99 11.75 68.87 1 .31 18.27 ------ 0.00 1 11.75 74.24 3.09 108.77 18.27 18.27 2 11.75 84.B1 1.82 63.84 0.00 8.00 99 12.00 69.00 2. 10 68.87 ------ 0.0V 1 12.00 75.64 6.51 284.84 68.87 68.87 2 12.00 86.22 3.95 169.28 30.78 30.78 99 12.25 69.00 4. 18 122.57 0.00 1 12.25 76. 73 9.34 172.70 122.57 122,57 2 12.25 87. 39 5.84 90.47 55.67 55.67 ' 99 12.50 69.00 6.79 125.40 0.00 1 12.50 76.79 9.40 105.63 125.40 125.40 2 12.50 5.89 3g.37 56.3V 56.30 99 12.75 69.00 9.27 114. 19 0.00 1 12.75 76.57 8.92 83.06 114. 19 114. 19 2 12. 75 87. 13 5.41 24.59 49.88 49.88 99 13.00 69.00 11 .50 100.91 0.00 1 13.00 76.31 8.24 67.35 100.91 100.91 2 13.00 86.81 4.88 17.75 42.90 42.90 99 13. 25 68.94 13.45 08.31 0.00 1 13.25 76.06 7.57 57.52 88.31 88.31 2 13.25 86.51 4.40 14.82 36.63 36.63 99 13.50 68.88 15. 16 76.95 0.00 1 13.50 75.82 6.96 48.39 76.95 76.95 2 13.50 86.24 98 12.26 3I . 15 31 . 15 99 13.75 68.81 16.64 66.91 0.00 1 13.75 75.60 6.40 42. 13 66.91 66.91 2 13.75 86.01 3.62 10.88 26.68 26.68 r • • • :ENTER-CONNECTED POND ROUTING PROGRAM •kit•* <:1 CPR2.X2:• (r) Cr..,Dyright 1983, Peter J. 8inghcrfen, P.E. AVIAN GLEN DEVELOPED NUDE TINE STAGE STORAGE *INFLOW OUTFLOW (c f s) #4 (hr-s) ( feet) (acft) (cfe) ## 1 TOTAL. 99 14.00 68.75 17.94 58.63 ...._.-- -.- 0.00 1 14.00 75.41 5.93 37.00 50.63 53.6Th 2 14.00 85.81 3.32 9.80 2::. 13 23. 13 l 99 14.25 68.69 19.07 51.63 --------- 0.00 :1 14.25 75.24 5.50 32.06 51.67. 51. 63 2 14.25 85.65 3.06 8.79 20. 19 20. 19 99 14.50 68.63 20.08 45.67 ------ 0.00 1 14.50 75.09 5. 12 28. 76 45.67 45.67 2 14.50 85.50 2.83 7.72 17. 713 17. 78 99 14.75 68.56 20.97 40.62 0.00 1 14.75 74.95 4.79 25.04 40.62 40.62 2 14. 75 85.37 2.64 6.65 15.64 15.64 99 15.00 60.50 21.76 0.00 1 15.00 74.83 4.49 27.42 3 6.27 36.2/ 2 15.00 05.25 2.47 6.61 13.90 13.90 99 15.25 68.46 .22.48 32.81 -• 0.00 1 15.25 74. 77 4.25 21.97 -.2..01 32.81 2 .15.25 85. 16 2. - 6.59 12.55 '' Y.:G 99 15.50 68.42 23. 12 29.82 0.00 1 15.50 74.64 4.03 19.51 29.82. 29.82 2 15.50 85.08 2.21 5. 71 11 .41 11 .41 99 15. 75 68.30 23. 71 27.21 ---.-. 0.00 1 15.75 74.56 3.84 10.55 27.21 27.21 15.75 85.00 2. 10 5.65 10.45 10.43 9a+c, 16.00 60.33 24.25 25.05 0.00 0.00 1 1 6.00 74.48 3.67 .1 7.39 25.05 25.05 16.00 84.94 2.01 5.43 9.61 9.61 99 16.25 68.29 24.75 27.25 0.00 1 16. 25 74.42 3.52 .17.03 2.3.25 M'ti. "5 2 16.25 84.00 1 .97 5.61 8.95 8.95 95 5- 68.25 2c 2 21.81 --.-.---.. .), ..►0 ? '� 16. JU J.s 1 c. i. 1. 16.50 74.37 7.40 16.00 21 .81 21.81 2 16.50 84.84 1 .87 5.37 8.40 8.40 99 16.75 68. 21 25.65 20.49 0.00 1 16.75 74.32 - .s•.'9 15.06 20.49 20.49 2 16.75 84.80 1.00 5.01 7.91 7.91 99 :17.00 68. 17 26.06 :19.28 0.00 1 17.00 74.20 3. 18 14.38 19.20 19.28 2 17.00 84. 76 1 .75 4.87 7.47 7.47 99 17.25 68. 12 26.45 1 k3.s 1 __. 0.00 1 17.25 74.24 3.08 13.60 18.21 18.21 2 17.25 84. 72 1.69 4.95 7.+:►•7 7.07 m � *** INTER-CONNECTED POND ROUTING PROGRAM *** < lCPR2X2> AVIAN GLEN DEVELOPED *** PEAK CONDITIONS SUMMARY *** PEAK PEAK TIME TO PEAK TIME TO NODE STAGE STORAGE PEAK OUTFLOW PEAK # (feet> (acft) (hrs) (cfs) (hrs) 99 69. 00 2. 11 12.00 0. 00 0. 00 1 76. 82 9.58 12. 39 127. 41 12. 37 2 87. 48 5.99 12.37 57. 73 12. 36 PEAK TIME TO FROM TO OUTFLOW PEAK NODE NODE (cfs) (hrs) 2 1 57. 73 12. 36 1 99 127.41 12. 37 w Avian Glen Drainage Summary The proposed stormwater management system for this development is designed to meet standards set forth by the Hamilton County Ordinances relative to stormwater discharge. The developed discharge from this site is intended not to exceed the peak pre-developed discharge rate for a 1() year 24 hour storm event . Utilizing the SCS methods for estimating stormwater runoff , the predeveloped peak discharge for a 10 year 24 hour storm is 231 . 7 CFS. The includes areas that currently discharge to the Fremont-Randall Legal Drain. It does n_ ot include the area covered under Avian Glen Section One. Two onsite detention facilities have been proposed to collect and control the developed stormwater ( under 100 year 24 hour conditions ) to the predeveloped rate. The North Lake will have a Normal Pool elevation 783. 5 feet, with a 100 year peak elevation of 787 . 5 with the peak discharge regulated via a 36 inch RCP to 57 . 7 CFS. This discharge is routed to the South Lake, which will have a Normal Pool elevation of 772 . 9 feet with a 100 year peak elevation of 776. 8 and a peak discharge regulated via Twin 48 inch RCP to 127 . 4 CFS. The required storage to meet peak pre-developed discharge rates is approximately 15. 57 acre/feet. This storage will be accomplished in the Two detention areas located on site. STORM DRAIN FLOW TABULATION FORM LOCATION Gkerr Tree E 13Ca DATE No V e 19 '2)1 PROJECT NAME 1\\IIckNk (- Ie i.I SHEET 1 OF 9 PROJECT NO. 913c0o - L000a COMPUTED BY CR(_,_.) STORM FREQUENCY DESIGN YEAR kwir CHECKED BY LOCATION INLET ACRES COEFF. TIME CONC.- MIN. INTEN. 0 = CIA PIPE n = •OIZ AREA •• C A C A REMARKS From To Sub. Total •,C Inlet Drain Total. .. I C.F.S. _ Size Slope Vel. Lgth. 66-1 656 (4 5 oeT o58 . 58 / 7 /0 5,0 2.m IS r2 2,7 i30 %e7 70 •ff C0 5 c, (o SS 1, 1 ,, s ,.Co 1.18 /0 . /a 5,0 5. 5 15 .1 5 4.5 3 0 -Tc. -79.o 7C,0 45s 654 1,I .s5 ,Co I,-) g /0 /0 6,0 8.9 I ? • 6 4,7 90 75145 6s9 G58 6.4, . .55 ,.33 , . 33 7 7 5-,7 I ,Sg I2 .3 3. a 3a rc Sze' 79.0 /5g . 6_54 r O. 69 .55 ,33 .(eCo 7 7 5,7 3,7Co IS ,3 3.0 zio i c 7z • 7 5,4 s 654 4¢6 — — 2 ,44- /a /U 5,0 12, 2 24 -3; 3.4., ISc.) 7s, 00 _ CQ4ce 645 4. 1 ,4 _ I ,gg 4,32 /Z _ /2 .4,7 Zo. 3 2-4— _,1 G' / 36 7C 7e' 7¢o ' 07 Co45 644- — , 4 ,32 i Z )7— 4,7 10,3 2 4- •/ C,S' 15O 79 0 644 643 o,8S . S5 .4-- 4,79 12 1Z 4,-7 2Z.5 Z4 s8 7,0 ? (-.) 7C_ 7(2° ?77G 45l 643 /./5 . 55 .Cp3 . 63 7 7 S,7 ,?. Co 12. _ 1,0 4.3 36 7 ( 7c,. 72Z.5 (113 Co 1 1 /. l ,55 .6,l 4,03 1 7- �i z. 1Z 4 7 z ?, 3 3a . 4 s,� 40 -rz,Q 44z 641 I. (3 0 4 .4 , 04- 10 10 5-,0 2, U 12 • 3 3 SU i.1 640 , Q. _ . sS . 35 .-15 10 io co 3,-1s I5 , 3 3 6,0 C.o39 p . 55 ,55 . 30 I,0 5 10 10 S.0 6,25 1 5 , c, 4.0 70 63F 1037 2,5 , . 4- 1.0 2,05 i2 t2 4,1 9. C, 11 , -1 5,5 Zoo REVISED Dawis DEVELOPMENT CORPORATION • STORM DRAIN FLOW TABULATION FORM LOCATION C1c‘e rc.f Tree 13(0 DATE Nav \a 19 CD PROJECT NAME Avk(�N \ r.1 SHEET 2_ OF S PROJECT NO. ZOOM COMPUTED 8Y C . W t., ',k_e STORM FREQUENCY DESIGN YEAR \Oyc . CHECKED BY LOCATION INLET ACRES COEFF TIME CONC.- MIN. INTEN. 0 = CIA PIPE n = 017- AREA CA CAM REMARKS From To Sub. Total „C'' Inlet Drain Total I C.F.S. Size Slope Vet. Lgth. 434 433 7- 5 -55 .72 ,$ Z -7 -7 5,7 4,607 15 . 4- 3,6 /30 t-e T7.S ,s75.° G3CQ Co33 / s 0, l, . Co !U IU 5, 0 3. 6, / . , 3 2,7 /.C� 7-c 77° 4. q4,Z 633 (. — —3z — /. 4Z to to S.0 7, / I % . �4. 4 4 .b �40 1314 CQ3z (6.3 1 i,o •55 .Ss /•77 I a to 5.0 9, 15 2. 1 . 3 4.o 4 o -3:1z 1o36 (031 ,2 , .$ ..// _ . // 5 5 6 .3 D.7 12 . 3 3 40 • Ce31 6/4- 1). 8 , SS . 4-4 2,52 IO to s,o /z ,6, 2.4 . 3 4.c 40 73,70 /' )4- 613 — — — 2,SZ IC) 10 S,O / 2 , (o Z4- . 3 4.0 2.45 -7z,9 629 CQzB /, 3 . 5 ,(05 , s '-7 -7 5,-1 3,7 IS . 3 ,2.7 4o pc---, , J 15'0 1iZ ' 42.7 , 55 .5s, ,3 ,95 7 . 7 5,-7 _ 5,4 _ 15 .0, (0 4 ,z °a G3o bZ"? /.IS , So ,58 .sg -7 _ 7 5,1 3,3 )1. 1.0 3 4U -s.5 Cot 7 013 , S S , . SS . 3 /,F3 7 7 6,7 /6.4 Is _,8 5 r S,co 3 v . REVISED Davis DEVELOPMENT CORPORATION STORM DRAIN FLOW TABULATION FORM LOCATION CV,_err Tee& 4 1SCo-1u Y DATE NOQ IR 19 9 L— PROJECT NAME Avtaig nN_ SHEET 3 OF °J PROJECT NO. `�134,20- 2. O COMPUTED BY C2w STORM FREQUENCY DESIGN YEAR 10 CHECKED BY LOCATION INLET ACRES COEFE TIME CONC.- MIN. INTEN. Q = CIA PIPE n = .012 AREA „ C A C A REMARKS From To - Sub. Total C„ „Intel Drain Total I C.F.S. Size Slope Vel. Lgth. 4z4 625 I, ce .4 , ,6,4 , 44 Iz , Iz , 4.1 3.o 15 ,S 3,5 100 625 624- — — , LA 1 2- Iz. 4:7 2,0 16 .3 3,5 gs 474- (,z3 /, 3 ,SS a71 1 ,35 12 IZ 41 6,4- 1s , 3 3k 3v /7 11.2 0,Co , 55 . 2, 1 , Ceq 12 . Iz 4 7 7.9 14 , 45 L} C Irv,, (p10 4oq .JPo,4D C x,a. - fitIe+, 48', 6/g c,7' . S .S5 . 27 .2-7 _] _ 7 5,r7 /, 5 /z . 3 .f. e 30 6/7 6,0 .S , 5S ,2"7 ,55 - 7 5.1 3, 1 / 2 /,0 3.5 qO 6'09 6a7 — — — Por.1'F3 outlet o/c, d),'5 /,5 .<sg z .gL. 7 -7 5-,7 4. 7 / 5 , 3 3- � 30 ✓v/7 /s . e ,ss . 5 e5 7 7 s,7 z° 1 z .o 3 3°- ;./5 (Dog . 5 45 S -2-7 /,04 - 4 7 .7 S,c 15 ,7 4-G 36 Gob GO7 - - - P-.)ryC 0 y1 1-e-4- 'I REVISED Davis DEVELOPMENT CORPORATION • STORM DRAIN FLOW TABULATION FORM LOCATION &.).err l —1-ree_ G(g) DATE t1r j IT 19 51 PROJECT NAME L c&ry G lsr- SHEET 4 OF 9 PROJECT NO. 913106-ZOOao COMPUTED BY Caw STORM FREQUENCY DESIGN YEAR 10 CHECKED BY LOCATION INLET ACRES COEFF TIME CONC.- MIN. INTEN. O = CIA PIPE n = .OIL AREA CA CA - REMARKS From To Sub. Total "C'� Inlet Drain Total " I" C.F.S. Size Slope Vel. Lgth. GO<o 6o5 hi ,5S, s3 .93 7 . , 7 S7 65 /S o. G 4.2 70 qc,. 41 6w5 604 66 +SS ,2-7 1,2 7 7 5,7 G .1 19 o) 3.0 105 7(0° '31 6170 6,6, 5. O. � , 4- 24 , z+ / �Z.o 2 l2 �� 7 I. IZ � Z. G�3 . Z,� 3Go 6G9 . 468 0.2 A .32 .SCo 12 I z z .Co ^74'" 4�� 12 m,3 z,g� 1� _ -73, I/ Zt F 667 I+5 ,SS .8L I, 3s _ 12 1Z 41 Co 4- I c CA 9-G 30 76,° -1i.3-.:3y e7 G&Co 1,Z -55' ,GCo 2 ,04 12_ 12- 4-‘77 9. S I p, o.g s4 2O ,Z'Gy (0 GG G GGs — -7z.o7 ( �, 145 tom ,. &&3 (PC. I 0, 2 .1c:. -/ I 3.16 /5 /S 4,3 35, 1 30 .' 0, 4 6 so r, �o- �rZ Coco . SS .$6 7 7 r.7 2 Fc,, / 7 /l 3,E 3G 6e.pl &Go ,,8 ,Ss40 9•062 /S /5 , 4 ,3 3?-9 36 .. I / 220 -7 (,,-7 Ci'J' 3 Cao I See 7)frN //O/'/ Av_7-2 G lca/a fia,�s ParvD / au-f(401 GOZ 400 See Zie,4,A(f/0N ' vim CC+' CCa7a 4 s. p vl.i Q / G v 7`l-e f REVISED 'Davis DEVELOPMENT CORPORATION STORM DRAIN FLOW TABULATION FORM LOCATION Cherry T-r-ee (3(0" DATEu IS 19 ')I PROJECT NAME Aviary Glen. SHEET $ OF 9 PROJECT NO. J 16coo - 2.C)000 COMPUTED BY C R W STORM FREQUENCY DESIGN YEAR \(: `(r CHECKED BY LOCATION INLET ACRES COEFF. CA MCA TIME CONC.- MIN. INTEN. Q = CIA PIPE n =_ . 0IZ _ AREA REMARKS From To Sub. Total C Inlet Drain Total I C.F.S. Size r Slope Vet. Lgth. 732 731 2.2- .. 5 .77 .�7 /2 /Z 4,7 3.(0 ‘s .2s z.8 Ise) Tc ��8$a 731 130 i, I �� R3.G� .55 ,6,0 1,31 12 /z 4,7 �,¢ /t' 83. 5 1g .3 3.5 Zfa T6S6. ie F3,4 f 730 72/ 6,5 ,55 to II � 12 /z. 4,7 7.�' 1 8 .G 40 / ro iP Z.3 ,ct?z.3 7.Z ?Z8 O.G . 35 .21 2.ot iP82-3 3 /3 4 �i cj'r(o Ig .7 1.0 3rs Te89;o , c79, cr 127 - Z4- , 2..0 .S5 . / 2, 1g / /3 4.' Iz.Y 21" 0.5 5,0 Zoo rcisi i,P 7P ;,'4 G 127 -7z5 /, 3 •59 .105 .GS to /0 50 3.Z5 12 D. 4i3 ;• ��S �zc, 1z5 4D TcSy6.� ,, -rg.z - /,0 .50 •S . 5 /o /0 5,0 2, 5 12- rc �P �r,s �. 5 •,so .75 /, '. /U /0 5.0 9.5 1�" o.7 S ,r 7tr2 Zo P 5- o a -1 z4 72-c) -- - 4,67 )4- /4 4.,s z i• 0 2/' 0.4 5 Z 2.(o0 leg/ ,'P 7;o i23 14Z. 1.4 0.35, , 5- . 5 Z z 1 1 4.7 1. 1 12 0.35 23 I10 81 o 122- 72( 0.5 q5S .5 /.o 12 ‘ 2 4,-7 411 15 a4 f.i 3o 7/ .o 121 -1 2-O 0.5 O,SS ° 5 /,5 1Z \l 4 ,? 7. o 15 I,c) S.z 3o gz-.b �2U 71�1 _ _ �, I$ \S ( , 1"1,0 S 4 ,3 2cp;5 30 .3s 5-.5 11 S `z o .--7c„;4 119 III , 2;35 0.35 ,t 2- 7. 0 1S IS 4 ,3 30. 1 30 .4s 6 flO 11 ° :e 7s,1 _ REVISED Davis DEVELOPMENT CORPORATION !- - STORM DRAIN FLOW TABULATION FORM LOCATION CheCr/ Tr-Q.e 4. 13(0 DATE Nok.) i $ 19 9 PROJECT NAME Avko,,a (91p, , SHEET l OF PROJECT NO. 9\1)(pp -7 0000 COMPUTED BY CIZL,`, STORM FREQUENCY DESIGN YEAR to `fr. CHECKED BY LOCATION INLET ACRES COEFF CA MCA TIME CONC.- MIN. INTEN. Q = CIA PIPE n = .0IZ. AREA REMARKS From To Sub. Total C Inlet Droin Total „1 C.F.S. Size Slope Vet. Lgth. - i h r 11 G 6.4 .5 ,2 . 7.. 5,-7 I' — — --I � $b,s 111 '((o '.0 . 5 . 5 - 5 7 -1 -7 245 /2 0.4 3,G 35 rc s;• lice c Poo3 -MD lii bit • 5 .7 Z.3 ' a g S5 /Z.Co If I.2 6,k /too Tc53- 1_71 215s" i )S. '714 1,2 0,4- ,4g 2.18 _ iO ( O _ 5,0 13,0) Z4 0, 3 4Z 2O ,e 1d/5 Icy Io 5,0 1319 24 _ 0.3 4,z 13o e ;- ./s � 7z�s 713 711 I .5 .S5 ,8Z 3, c, 12 12 4,1 Ic,.,3 24- 0.5 :o /50 77.E 7 T. 0 71Z 11 I 2.,2 .4- .71' 4,4 IZ 12 - 4, 1 2j•o 24 a •-7 6,z /co re 0 �5 iP -7qq5-G 711 710 . — — 11,48 1-3 1171 4. 0 4-(0 . 3co .4 6 ,4 /90 lee T4 -1IC) 7 ob 0.35 . SS 12.0 1 5 1 S , 4-4 48 34 .4 G .4- )ZO : * '7 4 -105 7 68' — - 7b8 705 _ ( 2 ,U 1 g 1l 1.0 a-S 34 0,4 (pA le 74,3c, 3G0 , <- 73./Co , 7O7 -706, O, S .65 ,21 027 `7 -7 S. _ 1,5 I2" , 35 70c 705 O.?S .55 ,462 .73 7 7 5, 7 4,z_ 12" 1S a 7OS 70Z 1213 IS- IS- 4.O 50.9 34 ,45 2 '73 /� -72 �U, REVISED ' Davis DEVELOPMENT CORPORATION • STORM DRAIN FLOW TABULATION FORM LOCATION Cherry -Tret l36;" DATE Nov (g 19 PROJECT NAME ilo/ko,,.J C)1er.i SHEET 1 OF 9 PROJECT NO. 9 t3coo - 2.ocoo COMPUTED BY STORM FREQUENCY DESIGN YEAR 10 Yr• CHECKED BY LOCATION INLET ACRES COEFF. TIME CONC.- MIN. INTEN. Q = CIA PIPE n = ,O tz AREA ., C A CA - - - REMARKS From To Sub. Total C Inlet Drain Total I„ C.F.S. Size Slope Vet. Lgth. 7o4 702 7,3 , 4 ( ,92 ,92 ;7 5.7 5,Z /5/ /, v lvG7 7v3 lvx� 1,6 •55 R3 ?' 2 14, 1� �� t8 4�O s�,7 4g " . is 4,4 /ia /v Cp.SU ei49 1,4‘5 .4- (14 14.9 2 w w 3,8 _ 5G,7 48' .15 4.4 /4O �Z, 6*3 G49. _ 1.5 o5s ,SZ /, 9 : 1 , 1 S? 9,D IS" o,/ Z50 6,S2 653 _ .ss eS5 030 • 30 7 S? I ,7 12.,. _4n 65/ (,53 6,75 • S5 047 A-? -7 7 5,7 S. Cr I2 4Q ,45 6248 Z o �,90 Z0 3,8 (02.-7 4 . Z S,o zio r. d REVISED Davis DEVELOPMENT CORPORATION • • ��{{ STORM GRAIN FLOW TABULATION FORM L%LOCATION V^en'l -Tree 13(0 DATE NOQ (8 19 g 1 PROJECT NAME AvicA C�1eLt SHEET ' OF 9 PROJECT NO. 9I3(00—Zama, COMPUTED BY C2w _ STORM FREQUENCY DESIGN YEAR \O Yr CHECKED BY LOCATION INLET ACRES COEFF Z TIME CONC.- MIN. INTEN. 0 = CIA PIPE n = , O\ AREA •• ,• C A C A REMARKS From To _ Sub. Total C Inlet Drain Total I _ C.F.S. Size Slope_Vet. lgth.' 61`I 67g 5•8 055 , 44 .44 c � -1 7 6,7 2. 5 12 0.4- 3.0 so Tg ,o is27, G 17' a4?7 0.9 J .55 .5 . ✓4 - S.7 5,3 15 0,55 4*1 7 �J Z IGO Tc Seo.o it 8.2.o ie. !La:, 68 S 683 0.7 .SS .3S ,3g 7 _ - S,7 2 .2 12 6.3 2,'7 4d rGBlo.a ', s ,P 93.38 Q1# 6213 1 . 5 ,55 on .gZ 8 7 6,5 4-.516 o.4 3,5 4-0ip •c f3,5 �c �'3 34 6n83 687- _ 1,5 •55 .82 2 ,02. $ _ 5,5 II. 1 - 24' 0, 3 3,5 . 120 /. z3,94 G8Z Ugo - — II; 2,a2_ 5,5 I 24'' 0, 4� 3,5 18S it 8'i o 8 83,5701 70c 1. 0 ) .SS . 55 55 -] 7 3. I I �' I,0 3,� 3, Tc �� ,e g3.4t.5 � , , rc SGot ,'e83,,IOC.) 2 IOC.) (09.9 I•o ,0 .SS � ,SS -7 5-'7 6,1 15 O.? 50 5o K2.35- 0099 1/ - - /, ( -1 7 S,7 6. 1 1 5 0,t 5,0 300 83.° iP 4,95 To Sheel-(, / T 4 y 7 l,7 . .4 .6A , . Cos 12 . 1 Z 4�,7 3,2 (2 6.7 4,0 /SG rc 29. i'e Fs-5 l' 6,47 (41- — — — .log 12- 12 4,-7 3,2 12- O.-7 4.0 1s0 ieBf� G?O 695 0.9 .55 , S . 5 1 1 S�7 22 12 • .• 3,5 30 Tc �s2' B,e s, gz. l S 6,5K 0.2 . 55 .44 .94 -1 -? 5,/ 5. 3 rS . co 4,2. So Tc 07-1 ,,e S Sz �4,7v REVISED Davis DEVELOPMENT CORPORATION • n/ STORM DRAIN FLOW TABULATION FORM LOCATION C ery y Tree /36, DATE /knd /FS' 19 '?/ PROJECT NAME AIAcw (/P.s_/ SHEET 9 OF PROJECT NO. '3/ ,0 -Z0 COMPUTED BY CA,, STORM FREQUENCY DESIGN YEAR /O * CHECKED BY LOCATION INLET ACRES COEFF CA MCA TIME CONC.- MIN. INTEN. 0 = CIA PIPE n = ,a/Z. - AREA REMARKS From To i Sub. Total "C" Inlet Drain Total " I" C.F.S. Size ` Slope Vel. Lgth. �qz — I.( - 13 13 4 C. 7, 45 18 04 4 o Igo :e�3 693 a9Z 0.5 .55 . 27 .2'] 6 G,o 1► G )2'' 1 ,0 . 40 3a rt. g' iP 69 L 691 , — — 1‘?9 14 14 4- 5 2,5 2.4' _ 0.2 3'S Z IO e gs.-,g ( 9/ . l 2 7 - - ),g9 14 I4 4,3 'k,5 44. o.2. 3.5 400 /o i:s� • 62o ,oF9 /,95 . 4 6.71 0.-78 0. , /2 4,1 _ 3,7 12., I.o 4,n /56 e,t, G88' /,S .55 .?Z .00 /z 4,7 -1, 5 15 1,2 s,s 39 6•Fg 687 _ j,4- ,55 ."11 2.31 /Z 4,1 II, I I ? 1.0 L.o 7 a86, • - - - 4,2(0 _ tS IS 43C•c ��, s� `gtir 4P l; 2.2 .4- .8g ,j 14- I S I S 4 ,3 Z2-1011,e-s 2g 0.4 G.g 2z0 -►�.nZ ,log3 epgs of? . 5s .4-4 ,44 /0 /d 5-. 0 _ z .Z ,ems .8'L 0? Z. /0 /0 5 0 4 .i 6�S (p$Z 017 � S . 35 3,z 30 -SS .3� G s /® t o S o 25 f 5" 1,5 4 /80 7, /o?2.. (,, 9C- — — — 4.,19 Is IS 4 .3 23,2_ 30' 045 Co zw 1? .(..) („9` k a Ft., 1.G c),44 0.-I O n 7 -7 5, 6 3 .9 Z 12 I 4.5 30 64 66, /,4 i 3.44 .56o $.OS IS IS 4,3 34, C0 30 0.(0 0 Zip -7cp--15 REVISED Datvis DEVELOPMENT CORPORATION