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Home My WebLink About47835-PROJECT INFORMATIONI l � i l t BASIN (RGA MED t�ro� �crt' � -OP BY 7 88008P'5�' (49(OVA' M A T E S P L O T High dater Elevation.. 13.DOO Lou Water Elevation... 11. 300 Top Area....... 0.0758 acres Gross Acre Feet...... 0.0633 Gross Cubic Feet..... 2757 CF at G" Freeboard... 1367 CF at 12" Freeboard.. 474 HE ORHIOG, Ver 1.8; (C) James J. Boyd, April 1987 13AS i N RUJ�10I hdis='l"!rais I : T ni�::� + Ver L . ':_) y is �_ :> JIRMe:s J . 9 y c:19 I ila r 1 1 1'.313'? ,7 l• ci [� � i� c.. l") •1. V-1 i 1 L:' �_t .:] l• i c:l l� t_ .i t: r Et i� t::•! L" 1 1. C)i")i; {; 1.. f i)()i) i_). (.)-.7 ![ C). i?r:i33 '?�°)"r' 1311 �k 1 . 51. 1 1 t) . i:? C,67 C) . 0 e4,3'3 12. 622: 1 e 3a:....::.i •_ n _J. � J LJ ••_) . L_)•..., 1.3, 12. 4- 3 33 1 . 133131 C) . i_)49 _ i) . 0:2t3{) 1::219 12 '--:'1•-1 f = -' ? 1 _:5 3.:,'•_ 1 .._ v i_ 55 '_? . ,.J ..J I':, �•..) . l).�.r_'�1• t_l „ t) , t:y �• J.. :L 1 . C7 �i �J i ' .:.'! k:, C.i : i") . i ? •._ u1• t:l. t' ,; . i ; i_) .i L 31.5 � 11 tJ! J f EK), 0 0 0,-j i) . i) i) 1. c,) :1.;- I-' a. 1 L . 88i_¢1C) F' ._.._..._._........_._.._... _............ __...._..._............_..... _•ri:.; =s i�iI"i�' l<.•ey! ��i I•.�:��I1�:.lI?l_ii•:? u FREE R Lti 1 501 BASIN RUNOFF Nf.= TWOI?k:: I NG, 'V1er 1 . 0 9 (C) .Jame: .J . B-,ryd 1':3€37 xecutable DOS 1=',ath........ atabase DOS Path ................... asins DOS Data' I:"athi.. ............ nit Hydrograph File Name........... ainfall File Name .................. asin File Name ..................... otal Rainfall, Inches .............. ydr-,,graph Time Incr-iment, HC-Urs.... tagefSLoYa(:je/D.lscFli_tYCaB Tizi1L-3Yance, i. umber of Data 1='''r_li r-its............... essage Display 'Time, Se�� ...... . ause After SubrC-Ltines............. tage 1^hei_kiI'1g DLIYinto E:,eCLI'ti-:11'1.. ... r. jgram Trace Level ................. C. \I_jl=:N1\OVER=.I._AYf.3 C.- \ DP- N 1 \ DATABASE 1_ a \L-RN1\BASINS SC:S_256 S1_S IIM c S03a C). 1c.0 ) i).01oo 2 5I_) l) . t ) c) (_1 C-) Enabled En ab I ed Level Two Enabled INITIAL RUNTIME MODULE Do Warlt To 1._:ctut i nLle 'The RUn tr N Y BASIN R§NOFF NETWORKING, Ver 1.0; (C) James J. Boyd, 1987 Total Peak Runoff Rate, CFS.................... Total Computed Runoff, Acre Feet ............... Total Peak Additional Inflow Rate, CFS......... Total Computed Additional Inflow, Acre Feet.... Total Peak Inflow Rate (Runoff + Inflow), CFS.. Total Computed Intake, Acre Feet ............... Initial Pond Stage Elevation .... =.............. Initial Pond Storage, Acre Feet ................ Peak Pond Stage Elevation Obtained ............. Peak Pond Storage Obtained, Acre Feet.......... Peak Pond Total Outflow, CFS................... Total Competed Pond Outflow, Acre Feet......... Pond Retainage at End of Run, Acre Feet........ Pond ease Percolation Rate, Inches/min......... Press Any Key to Return to Menu ACTIVE /ROJECT FILE: 88008 ACTIVE NODE: SWALE 2.3339 0.2601 0.0000 0.0000 2.SSS9 0.2601 9.0000 0.3411 12.9746 0.4917 0.9888 0.1231 0.4791 0.0000 413E RAM [POND] "ode# 1, SWALE FREE RAM 421 KB POND OUTFLOW CONTROLS ---- 1 Rectangular Weir; Invert 12.500, Width 8.000 PAUSE ENABLED: Do You Want To Continue The Run ?, PRESS Y or N Y . ,. ' ^U JU BASIN RYNOFF NETWORKING, Ver 1.0; (C) James J. Boyd, 1987 Peak Rate of Flow to Outfall, CFS.............. 0.9888 Total Volume of Flow to Outfall, Acre Feet..... 0.1231 Number of Flow Control Devices to Outfall...... 1 Press Any Key to Return to Menu ACTIVE PROJECT FILE: 88008 ACTIVE NODE: LAKE 413K RAM 1 _ili!ii . c h 41 I 1 51_I C. . ET C1-21_Irl I -1_ti! 11 =-S 5-0 --S •i a!_t_1 1R.S IS-0 17.S 20-0 22-5 2_-Times During Ste-rm:, Hours I i I + t ! i ! i ! ! i t ! 1'i t b;— -C,t, C, a -n Cl G ux 1 7 G Jr. 1-10 �'-C k--z 0 -.1 i;j :3 C.- ij u L. si T. Ej --------------- ---- ---------- ---------------- --------------- r ------------- ------------- ------------- i_j IJ Ej {]ATA ENTRY WINDOW Node #1 Node Type < S/P/J/O/F/I > l� Node # 1 # 2 It 3 # 4 It 5 # 6 # 7 # 8 # 9� # 10 # 11 # 12 # 13 # 14 # 15 # 16 # 17 # is. S Node Name ILE Node Type POND SUBAREA OUTFALL FILE RAM StagePond El Area, A Data Bottom Data.. 0.0000 0.0000 Design High Water El ... 13.0000 Initial Water Elevation 9.0000 Groundwater Elevation.. 9. 0000 Side Percy Inches/Min.. 0.0000 Base Percy Inches/Min.. 0.0000 | jj'�S"barea, Pond, Junction, Outfall, Frenchdrain, Inflow; ESC to Exit I DATA ENTRY WINDOW Node #2NNode Type < S/P/J/O/F/I > � Node # 1 # 2 # 3 # 4 # 5 � # 6� # 7 # 8� � # 9� # 10 # 11 # 12 # 13 # 14 # 15 # 16 # 17 # 18| Node Name Node Type POND SUBAREA OUTFALL FILE 98008 RAM Subarea Data Parameters Drainage Area, Acres.. 0.5854 Weighted SCS Curve No. 90.0000 Hydraulic Length, Feet 180.0000 Ground Slope, Percent. 2.0000 Percent Imoervious.... 90.0000 / . / Design Values Initial Abstraction... 0.2222 Time of Conc, Hours...| 0.1000 / ( �� | { �uoarea, Pond, Junction, Outfall, Frenchdrain, Inflow; ESC to Exit | 88808P C0itRD I MATES PLOT Nigh Water Elevation.. 13.1300 Low Water Elevation... 11.300 Top Area....... 0.0758 acres Gross Acre Feet...... 0.0633 Gross Cubic Feet..... 2757 CF at 6'' Freeboard... 1367 CF at 12'' Freeboard.. 474 BASIN RUNOFF METWORRING, Ver 1.0; (C) James J. Boyd, April 1887 BASIN RUIOFF NETWORKING, Ver 1.0; CC) James J. Loyd, April 1987 Sj _a_jI� Depth Area StorcA4_:e Storage Elevatio 1^_-,, ciCu:;; � 1..7000 ii, t;i'58 0.0633 2757 12.811 E 1.5111 ; . +' L: 67 0.0499 21 7: 12.4332 332 1.1333 0.0492 )4': 2 0.0280 UP:) d 0,94 0,0407 0.0195 850 :,_ „ 0.JJi 0.755S 0.0324 0.0126 ,.J r.:).', 1 1 1 . {: s �.� �_� ..::7r:.i�i / �_; . ;.).,=':.�.,::�' 0.0072 315 11 . 677 v U.:. , 8 0.0165 0.0034 14 11.1 Is 0.0000 0.0015 0. 0000 �,) File: 88008P Press Any Key to tontIT, ST LUCIE COUNTY .ROAD IMPACT FEE CALCULATION FORM Name of Feepeyer. Address -- Date Permit;*. _6' (2o��?% Road Benefit and Collecticn Zone 0G�� ® _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - `'The impact tee calculated herein has been determined based on the Pee schedule adopted in St. Lucie County Ordinance 85-10, effective February 1, 1986. , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IMF ACT FEE CALCULATIONS LAND USE FEE PER TOTAL, T® UNIT I PAPAC_T FEE . , ...: J .. • ..�:. .� PAD -f� UNITS SQ FT • PARKING SPACES • STUDENTS ............. " FREE RAM 501 BASIN RUNOFF NETWORKING, Ver 1.0; (C) James J. Boyd 1987 xecutable Programs DOS Path........ atabase DOS Path................... asins DOS Data Path................ nit Hydrograph File Name........... ainfall File Name.................. asin File Name..................... otal Rainfall, Inches.............. ydrograph Time Incriment, Hours.... tage/Storage/Discharge Tolerance, % umber of Data Points............... essage Display Time, Seconds....... ause After Subroutines............. age Checking During Execution..... Trace Level rogram T�r ...............,, C:\BRN1\OVERLAYS C:\BRN1\DATABASE C:\BRN1\BASINS SCS_256 SCS_IIM 88008 0.0100 250 0.0000 Enabled Enabled Level Two Enabled INITIAL RUNTIME MODULE Do Yo Want To Coutinue The Run ?, PRESS Y or N Y BASIN kNOFF NETWORKING, Ver 1.0; (C) James J. Boyd, 1987 Total Peak Runoff Rate, CFS... ................. 2.3339 Total Computed Runoff, Acre Feet............... 0.2601 Total Peak Additional Inflow Rate, CFS......... 0.0000 Total Computed Additional Inflow, Acre Feet.... 0.0000 Total Peak Inflow Rate (Runoff + Inflow), CFS.. 2.3339 Total Computed Intake, Acre Feet............... 0.2601 Initial Pond Stage Elevation................... 9.0000 Initial Pond Storage, Acre Feet................ 0.3411 Peak Pond Stage Elevation Obtained............. 12.9746 Peak Pond Storage Obtained, Acre Feet.......... 0.4917 Peak Pond Total Outflow, CFS................... 0.9888 Total Computed Pond Outflow, Acre Feet......... 0.1231 Pond Retainage at End of Run, Acre Feet........ 0.4791 Pond Base Percolation Rate, Inches/min......... 0.0000 Press Any Key to Return to Menu ACTIVE PROJECT FILE: 88008 ACTIVE NODE: SWALE 413K RAM Initial Ac Ft 0.3411 Perc Flag.— False CFS Oufflow.. 0.9888 Ac Ft Excess. 0.0000 FREE RAM 421 KB POND OUTFLOW CONTROLS ---- 1 Rectangular Weir; Invert 12.500, Width 8.000 PAUSE ENABLED: Do You Want To Continue The Run ?, PRESS Y or N Y Z | 1 MI, 1.00n | � � ! - -- s--�-- � o_sock.. � .70C | � | 0.s 0 o -40 | � ., � ,,.. � :-_:: | � :_�:: :. 0C /_o 2.5 S.0 7.5 1 0-0 1 2_S I S M 1 7_s 2 0.0 2 2.S 2 S.o Tiincc 1)ta i� S t or nip �{o u r s File Mace. 88O08 Peak Outflow, CFS „ n_9==c .--�----c-------- | --�--- �------»eeeeeeeeeeeeeeee----�--v-------2--------------- j \ � � � §y � � | ! O G . r 5 r, R 1 -. 5 r , - a 1_ri 111, �c 1�_5rlrl 0 r, r, r' �A- ---------------------------- --------------- --------------j------------ -------------------------------------------'r--------------;--------------'� I I � i I I ;tE i'!' I ff I ' File Name: 1-:180GO -F, a ipFleak p 9888 DATA ENTRY WINDOW Node #18Node Type < S/P/J/O/F/I > B Node # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8 # 9 # 10 # 11� � # 12 # 13 # 14 # 15 # 16 # 17 # is SWAJE SITE LAKE Node Name Node Type POND SUBAREA OUTFALL Pond Data Top Data..... OptionaI..... Optional..... Optional..... Optional..... Optional..... Optional..... Optional..... Optional..... Bottom Data.. FILE RAM Stage El. I Area, Ac -1 13.00001 0.0758 � XRXKXN1 KNOMMUMN Design High Water El... 13.0000 Initial Water Elevation 9.0000 Groundwater Elevation.. 9.0000 No Addnl Perc Above El. 9.0000 Side Perc, Inches/Min.. 0.0000 | Base Perc, Inches/Min.. | 0.0000 | | � � | 0Subarea, Pond, Junction, OutfalI, Frenchdrain, Inflow; ESC to Exit | DATA ENTRY WINDOW Node 02 Node Type < S/P/J/O/F/I > � Node # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8 Node Name SW 0 L: SI IE- LAE Node Type POND SUBAREA OUTFALL FILE RAM Subarea Data Parameters Drainage Area, Acres.. 0.5854 Weighted SCS Curve No. 90.0000 Hydraulic Length, Feet 180.0000 Ground Slope, Percent. 2.0000 Percent Impervious....� 90.0000 Design Values Initial Abstraction... 0.2222 Time of Conc, Hours...| / 0.1000 | | Subarea, Pond, Junction, Outfall, Frenchdrain, Inflow; ESC to Exit ^ BASIN ROmOFF NETWORKING, Ver 1.0; (C) James J. Boyd, 1987 413K RAM Peak Rate of Flow to Outfall, CFS.............. 0.9888 Total Volume of Flow to Outfall, Acre Feet..... 0.1231 Number of Flow Control Devices to Outfall...... 1 Press Any Key to Return to Menu ACTIVE IPROJECT FILE: 88008 ACTIVE NODE: LAKE