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2004-04-07
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CD -_::::::! o..::r 0 ::::::! 00 ::::::! :- CD ::::::! ~ <- 0 iiI: cc o :- 00 0.. - -- ~ iiI: ::r ::::::!en::r:;Eo..::::::! Q) o.._CD c: =t - "'C o (")::roo 0 ....... a 0 C'" -- CD =::::::! m ° "'C ::::::! CD':< ::::::! g, £ m N CD CD -- . CJ'I ~ ::::::! "'C ::::::!" ::::::! "'C ;::;: ~ Q) CD Q) CC en c: _. - CD <;:?;Õ)3 en C) 3 ~ 0.. CD 6 = "'C 0.. m -" en 0.. -. -" CD = " 7'::::::!::::::!0 W s: õ ~~~ë.: 0 CD C'" ~::r::r CD ..., '< CD. CD CD 0.. W . . PAGE -1- Clrv OF OKEECHOBEE . April 7, 2004. TECHNICAL REVIEW COMMITTEE· HANDWRITTEN MINUTES I I. CALL TO ORDER· Chairperson: April? 2004 Technical Review Committee Meeting. 10:00 a.m. II. ¡ STAFF ATTENDANCE· Secretary , Present Absent Joe Boyd, Building Official / Bill Veach, Administrator / Denny Davis, Police Chief / Donnie Robertson, Public Works Director / Eddie Trent, Okee County Health Dept. V Herb Smith, Battalion Chief ../ John Cook, Attorney V- I Keith Tomey, Fire Chief ..¡ ., ¡ Kelly Hill, LaRue Planning and Mgmt. ..; -mQm J ~ L.C, Fortner, Okee Utility Authority ! 1 ./ I Oscar Bermudez, Engineer Katrina Vinson, General Services Coord. / I ! . . PAGE -2- III. NEW BUSINESS· Chairperson Joe Boyd A~ Pre-application for a new subdivision located directly East of S.E. 9th Avenue. and North of Blue Heron Golf and Country Club. The proposed subdivision, Morgan Manor, is owned by DayBreak Development. Inc, Jonas Morgan is the applicant. Mr. Morgan is proposing a single family development consisting of 14 lots. JõeJ?D'}l (~\JlluJ.Qll rY\lxno ~mlt-kd b~ ~ : t-\-(u Câ UlI<'w PLannulq -+- l111rogzVYLQJÚ· JOQ. 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Cß - +nat \5 OY-C\~ - 4 'nch force ma'LVJ LC. - -t\rŒe pLtmps Will ~ -1tu yes pons I bl J lilj 01 propel fl1 OWYlir auA- W \\ \ 9\C,!L LvP ot thJ proPQrlvj \\V\L, . . O\?) - UXlWd 0- OtV0l-tA -to hCl\K. qravl ~ ? ßv - OJ \ \ IN ttì û.~ Rlgh -t Q.{' WCl~ has to be 4. ('nch . ()(ò- ~~ \òewQX naJ -\û b« óhown QY) +ru. ctY'(lI).HhgS .- LA- - ÇD3SlDtl d~ ()t oLùtUXSh~ d0QJ1C(f-- c:\ e. \1 JL \ Dr mLrt t- n <1 ty\,l DP - no COMrYLtY1+S œ- WCt\-U( o~-\-~ð.l \ - WYlVU LD Si:"oYm ~0Cl-kr qOlhC) ? LJ=i - VQ.~ ~\--t LR \fu.n - o-Ç-P I rOQd~IOÚ rUh ot' -9 I c\ \ -kin SWO-l\ S DP-- YlUd m.t ta I \0 )( ~o CA.A\ VJ¿r+ PqÆ?S. Bv - h 0 C()(ytI'YU.Jl n . Oß mot-\or'\ - \--\ <s 0eCona . . . PAGE -3- IV; Adjourn Technical Review Committee Meeting· Chairperson Joe Boyd. \0' ~5 I , I , ; .. . . """" """" """" """" ~ """" ~ . ~ 90 S· ~ > ~ z -< 00 ~ ~!i~= tr:I 0 0 ~ ~ 'O~>~ ~ ::s ..... ~ ..... 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File: 10yr Date: December 13, 2003 Page 1 Project Name: Jonas Reviewer: ASMUSSEN Project Number: 12/12/03 Period Begin: Jan 01, 2000;0000 hr End: Jan 04, 2000;0000 hr Duration: 72 hr Time Step: 4 hr, Iterations: 10 Basin 1: SITE Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 3day Design Frequency: 10 year 3 Day Rainfall: 8.15 inches Area: 8.85698 acres Ground Storage: 8.18 inches Time of Concentration: 0.6 hours Initial Stage: 21 ft NGVD Stage Storage (ft NGVD) (acre-ft) --------- --------- 21.00 0.00 22.00 0.56 23.00 1.55 24.00 15.30 Offsite Receiving Body: Offsite1 Time Stage (hr) (ft NGVD) --------- --------- 0.00 22.00 1000.00 22.00 Structure: 1 From Basin: SITE To Basin: Offsite1 Structure Type: Gravity Weir: Sharp Crested, Crest Elev = 25 ft NGVD, Length = 3 ft Bleeder: None Pipe: None Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD) ======================================================================---====== 0.00 0.00 0.00 0.00 0.00 21. 00 22.00 4.00 0.15 0.00 0.00 0.00 21. 00 22.00 8.00 0.29 0.00 0.00 0.00 21. 00 22.00 12.00 0.44 0.00 0.00 0.00 21. 00 22.00 16.00 0.58 0.00 0.00 0.00 21. 00 22.00 20.00 0.73 0.00 0.00 0.00 21. 00 22.00 24.00 0.88 0.00 0.00 0.00 21. 00 22.00 28.00 1.09 0.00 0.00 0.00 21. 00 22.00 32.00 1.30 0.00 0.00 0.00 21. 00 22.00 36.00 1. 51 0.00 0.00 0.00 21. 00 22.00 40.00 1. 73 0.00 0.00 0.00 21.00 22.00 44.00 1. 94 0.02 0.00 0.00 21. 01 22.00 48.00 2.15 0.04 0.00 0.00 21. 03 22.00 52.00 2.42 0.09 0.00 0.00 21.07 22.00 56.00 2.97 0.27 0.00 0.00 21.17 22.00 60.00 6.09 3.08 0.00 0.00 22.09 22.00 64.00 7.43 1.86 0.00 0.00 22.91 22.00 68.00 7.86 0.64 0.00 0.00 23.02 22.00 72.00 8.15 0.44 0.00 0.00 23.04 22.00 -- .~~,--,~.~.,-.._,....--,"~--..;.---------,...~--~-.....,-_.,-~._-~"".~_,,.."_.~.".___"'""-. ._, '.' J.. ....~ '. Cascade 2001 Version 1.4IIÞ . File: 10yr Date: December 13, 2003 Page 2 STRUCTURE, MAXIMUM AND MINIMUM DISCHARGES ------------------------------------------------------- ------------------------------------------------------- Struc Max (cfs) Time (hr) Min (cfs) Time (hr) ======================================================= 1 0.00 0.00 0.00 0.00 BASIN MAXIMUM AND MINIMUM STAGES --------------------------------------------------------------- --------------------------------------------------------------- Basin Max (ft) Time (hr) Min (ft) Time (hr) =============================================================== SITE 23.04 72.00 21. 00 0.00 BASIN WATER BUDGETS (all units in acre-ft) ================================================================================= Total Structure Structure Initial Final Basin Runoff Inflow Outflow Storage Storage Residual ================================================================================= SITE 2.06 0.00 0.00 0.00 2.06 0.00 a'" .. . Cascade 2001 Version 1.~ File: 100yr Date: Dece er 13, 2003 Page 1 Project Name: Jonas Reviewer: ASMUSSEN Project Number: 12/12/03 Period Begin: Jan 01, 2000;0000 hr End: Jan 04, 2000;0000 hr Duration: 72 hr Time Step: 4 hr, Iterations: 10 Basin 1: SITE Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 3day Design Frequency: 100 year 3 Day Rainfall: 12.5 inches Area: 8.857 acres Ground Storage: 8.18 inches Time of Concentration: 0.6 hours Initial Stage: 21 ft NGVD Stage Storage (ft NGVD) (acre-ft) --------- --------- 21. 00 0.00 22.00 0.56 23.00 1. 55 24.00 15.30 Offsite Receiving Body: Offsite Time Stage (hr) (ft NGVD) --------- --------- 0.00 22.00 1000.00 22.00 Structure: 1 From Basin: SITE To Basin: Offsite Structure Type: Gravity Weir: Sharp Crested, Crest Elev = 25 ft NGVD, Length = 3 ft Bleeder: None Pipe: None Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD) =========================~============================================--==~==== 0.00 0.00 0.00 0.00 0.00 21.00 22.00 4.00 0.22 0.00 0.00 0.00 21. 00 22.00 8.00 0.45 0.00 0.00 0.00 21. 00 22.00 12.00 0.67 0.00 0.00 0.00 21. 00 22.00 16.00 0.90 0.00 0.00 0.00 21. 00 22.00 20.00 1.12 0.00 0.00 0.00 21. 00 22.00 24.00 1.34 0.00 0.00 0.00 21. 00 22.00 28.00 1. 67 0.00 0.00 0.00 21. 00 22.00 32.00 2.00 0.03 0.00 0.00 21. 01 22.00 36.00 2.32 0.08 0.00 0.00 21. 04 22.00 40.00 2.65 0.13 0.00 0.00 21.11 22.00 44.00 2.98 0.17 0.00 0.00 21. 20 22.00 48.00 3.30 0.21 0.00 0.00 21. 31 22.00 52.00' 3.72 0.31 0.00 0.00 21. 46 22.00 56.00 4.56 0.78 0.00 0.00 21. 79 22.00 60.00 9.34 6.61 0.00 0.00 23.01 22.00 64.00 11.40 3.52 0.00 0.00 23.13 22.00 68.00 12.06 1.18 0.00 0.00 23.19 22.00 72.00 12.50 0.80 0.00 0.00 23.21 22.00 -," - ...,.."-.>.._.-."'.__."_."~._".,,..._.,-..__.~-*_. --,-"".----,~"'-'._,.....~..,~,--,...."."~.."......,-~,.,.,'~"'-'."....,..~.,.,,..,~.. .". ._,'" .. oW Cascade 2001 Version 1~ . File: 100yr Date: December 13, 2003 Page 2 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES =======~=============================~================= Struc Max (cfs) Time (hr) Min (cfs) Time (hr) ------------------------------------------------------- ------------------------------------------------------- 1 0.00 0.00 0.00 0.00 BASIN MAXIMUM AND MINIMUM STAGES --------------------------------------------------------------- --------------------------------------------------------------- Basin Max (ft) Time (hr) Min (ft) Time (hr) ==================---========================================== SITE 23.21 72.00 21. 00 0.00 BASIN WATER BUDGETS (all units in acre-ft) ================================================================================= Total Structure Structure Initial Final Basin Runoff Inflow Outflow Storage Storage Residual ================================================================================= SITE 4.44 0.00 0.00 0.00 4.44 0.00 >".-..1-. .' _'_'_""'~>""___~,.~_,.c..i.""",-,,,,,,,,,,__,,,__,,,,,,,,,,,____..__,,._,___.",,,,,,,,_,,_~,,,,,,,,._~"","..".."...._,..'_"_ ..... .. 0.'>....1 . . ,; .. 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GIS Map I Property Record Card Search Owner's Name DAYBREAK GIS Map DEVELOPMENT INC Site Address 909 SE 9TH AVE, General Info Okeechobee Mailing 3050 BISCAYNE BLVD Exemptions sum 600 Address MIAMI, FL 33137 Tangible. Tax UNPLATTED LANDS OF THE CITY Nl/2 OF SE FAQ Brief Legal 1/4 OF NW 1/4 OF SE 1/4 &. N 1/2 OF SW 1/4 Download OFNW Forms Use Desc. SINGLE FAM (000100) (code) Contact Us Neighborhood 310600.00 ~:trict 50 UD Codes 0100 Market 31 Area Total Land 8.700 ACRES Area Property &. Assessment Values Mid Land Value cnt: (1) $65,250.00 Just Value $93,187.00 Ag Land Value cnt: (0) $0.00 Class Value $0.00 Building Value cnt: (1) $26,299.00 Assessed $95.537.00 XFOB Value cnt: (1) $1,638.00 Value Total Exempt Value $0.00 Appraised $93,187.00 Total Taxable $95,537.00 Value Value Sales History Sale Date BookIPage Inst Type Sale Vlmp Sale Qual Sale RCode Sale Price 9/25/2003 514/63 WD I U 03 $146,000.00 9/29/1998 412/648 PR V U 03 $50,000.00 4/1/1963 70/489 WD V U 03 $0.00 Bu ilding Characteristics Bldg Item Bldg Desc Year Bit Heated S.F. Actual S.F. Bldg Value 1 SINGLE FAM (000100) 1999 816 816 $26,299.00 Extra Features &. Out Buildings Code Desc Year Bit Value Units Dims Condition (% Good) WPT W4 WD PIR TIN 2000 $1,638.00 192.000 16 x 12 x 0 PD (80.00) Land Breakdown Lnd Code Desc Units Adjustments Eft Rate Lnd Value 009900 AC NON-AG (MKT) 8.700 AC 1.00/1.00/1.00/1.00 $7.500.00 $65.250.00 Okeechobee County Property Appraiser Last Updated: 3/15/2004 http://www.okeechobeepa.comlGIS/D SearchResults.asp 3/19/2004 "'",... - ."_."..~~-'-,._"~.,.-.._...-------~._---~----_.._----.............._-,...~.I.._..~~_-,. ,',~ -~...I - - - . . - ....>-~.._...- ~ o 260 ~2. 78. tt . . - - . . - - . . . . 1:' . . II . . . . . . . . . .