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APPLICATION
~ DeRose & Slopey Consulting Engineers Incorporated STRUCTURAL · CIVIL . LAND PLANNING 120 N.E. 51st Street Fort Lauderdale, Florida 3334 (305) 772-0047 January 25, 1988 City of Boynton Beach 200 North Seacrest Blvd. Boynton Beach, FL 33425-0310 ATTN: MR. CARMEN ANNUNZIATO CITY PLANNER Re: Lake Eden Hills O.P.~. 87142 Dear Mr. Annunziato: Please find attached the following items for the above referenced project: 1. One check ln the amount of 5175.00, pre-application fee. 2. One check 1n the amount of S~OO.OO, master plan submittal fee. J. Sc\-en sets of master plan drawings Lncll.lding: .-\ . B. (~ . Boundary survey and tapa, Site geometry plan. Paving, grading and drainage plan. Water and sewer plan, Miscellaneous water, sewer, paving, drainage details. grading and D. E. ,1, TKO sets of drainage calculations. I have been in contact with ~r, Jim Golden of your ~taff regarding this project, He informed me that a joint submittal for pre-application and master pl~D may be made. The project is unplatted, and is located in the southern portion of ~-Ollr city. It 10; LUllnded ~J:-V- Seaerest Boulevard un the east, Swinton _4\-enUe on the west, the Cit;'\ of De11'ay Beach on thE' '':;ou th, '-l.nd Sa in t Joseph' ':, El'i SCD pal Church ()n the no r' th. ~-llt:. site i tsel f has been through the city before under the~ name ., Roll ins h 00 d" . The ne\-' project will be kno\,'n as "Lake :::den Hill:,,;", The D<:'\'eloper of the site is Frank L, s~cele & Compan~ 7000 West Palmetto Part Hoad Suite 50~ Boca Rat()ll, FL 33-J33 392-0G06 " -- DeRose & Slopey Consulting Engineers Incorporated STRUCTURAL . CIVIL . LAND PLANNING 120 N.E 51 st Street Fort Lauderdale, Florida 3334 (305J 772-0047 Re: Lake Eden Hills O.P.;-.J'. 87142 January 25, 1988 Page Two The Project Design Engineer is: DeRose & Slopey Consulting Engineers 120 ~ortheast 51st Street Fort Lauderdale, FL 3333~ 772-0047 Lawrence D~Rose, Fla. Reg. ~o. 20169 The Surveyor for the project is: The O'Hargan Company 5588 ~orthwest 10th Fort Lauderdale, FL 771-709:", Terrace 33309 The cxistinq site is located on a ridge with elevations ranging from +1~,5 ~.S,L. on the west, ~:9.0 ~.S,L, to +34.0 N.S.L, in the middle and +16.0 ~,S,L. on the east. Currently, the site is 11eavily overgrown with tyvical Florida shrubbery and an assortment of trees such as li\'E' ()aks I Splash Pines and other~;. To m:-' Lno...'1 edge, there are no h'etlands on the site. We propose a 32 lot subdivision lltilizing as many of the existing grades as possible, translating into a "hilly" appearance which ,,'ill cc)mpliment tbe surroundin';5 area',:;, \'aturally, I,e \,iil1 stri\'e L l) pre s e r '.' e as man y e~. i s tin g t l' e e f eat u res asp 0 S sib 1 e and will f()llol" :dl ci ty guidelines for l:rC'<2 t'eplacement and preservat ion, ,,':S s,tated abovE', the proposed subdivision .,ill contain G2 lots of '':; i n~ 1e fam i 1 y res idences , Pres en t zoning for the area is R L\:\B , ~lillimul1l lot sizes of 9000 S, F. C1re shol-.'n. Due to the proposed 1:' out, front, rear and '.,;ide ';ptIKtcks '2asily can be met, The IH' () P <.:> s c~ d r 0 a d h' aye ire u 1 a t ion m C' e t ';:i \, i the i t y reg u 1 a t ion san d i s desi5n,~d to pL'(>\-ent non t'<>~;i,t('nt'~ fl'om using the streets as ',I "cut througL" from Swinton t,. Sei:'1crest, thus making the ~llhdi" l'='.lvll "-l ',;afcI' and mor(~ ue-si.l'able pLal.~e !-,O ,~L'.',". The follol,Iine; agencies ha\p been cuntacted regarding the projE'ct: 1 L , ,r') to CLt:. uf Royntutl Beach Planning Department - \11'. Cjt:,- l)1' bo;vnton Beach Engjneerin~ Department Flushin~ ('it:. ,t' Boynton B0il.ch ['tllities Dcpartmellt >1 a::. e 11 it Let;, c ,,'orth Drainage D i:3 t r ie t - \II", '::i h en,'ll \,- ebb :~ u 1.1 L 11 F lor i d a 1\ ate rho use Jim Goldl."n ~1 r. B i 11 :3 . - \11', PvtE'l' I,'i lliam \~intel'S and ~Ir. - .J . \, a t <.:' r \lani.tgem'2n t District ~lr , Tony --- DeRose & Slopey Consulting Engineers Incorporated STRUCTURAL · CIVIL · LAND PLANNING 120 N.E. 51st Street Fort Lauderdale, Florida 33334 (305) 772-0047 Re: Lake Eden Hills O.P.N. 87142 January 25, 1988 Page Three 6. Florida Power and Light Company - ~s, ~irta Signo 7. Southern Bell Telephone and Telegraph 8. Palm Beach County Engineering Department - ~r, Jim Peters All of the agencies contacted are aware of the project and have indicat2d no objection to the project, In the instance of the Ctility Companies, all have indicated existing utility service in the ~rea and the accessability of the same, Please inform this office of meet in; and agenda dates and times so we may attend. Ke are looking fon"ard to ...-orking ,,,ith ~-O\l ;1.nd your staff. If there ::'\.1'e any questions, please do not hesi tate to contact Ollr office. TK~1/ tm cc: Frank Steele Tom Clark - City Engineer Pete ~azella - Ctilities FJ ~;~ ~II 'I ir~ 'I ~ ~ ': m1~ ~ \\\'::: I ~~ Jl~, ,..~ I! '1: ~~ I' lIP. I.., L. -:l m.t~..-, . ;_C,~: ' ~ ' .::'"'~.-~- ,- --,--,./ I...~~,,_,- -'"'-- ~,---_:':-"'-------------- _ ----1;...- --"'--0--'----. ..!___o_-_-= - ---.. ...-.-.- ....+~ '" t ' ~ '-~ .. ,,,,... .." ------------------ -.. _ . _ .. 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GOLDEN, SENIOR CITY PLANNER RE: PROCESSING FEES Attached, please find the following checks to be processed: Thomas V. Lynch, III, for Willowbrook SPM, site plan A, in the amount of $200.00; West Industrial Assoc., for Lawson Industrial Park SPM, in the amount of $200.00; snyder & Hodes Medical Office Bldg., in the amount of $300.00; L.W. McNamara & Sons, Inc., for Nine Bay Ind. Bldg., SPM, in the amount of $200.00; Reynolds Construction, Inc., for Oakwood Square SPM, in the amount of $200.00; Sun Banks, for Sun Bank North Site Plan, in the amount of $300.00; Sun Bank, for Sun Bank South SPM for Parking Lot,. in the amount of $300.00; Lovemans, for Sunshine Square SPM, in the amount of $200.00; Miller Construction Company, for Quantum Office Park Site Plan, in the amount of $300.00. Oxford Capital Corporation, for Lake Eden Hills Preapplication, in the amount of $175.00. Account numbers for deposit are indicated on the b~ck of the checks. ~ ~ J-GOLDEN JJG:ro Attachments cc Central File - fl'" .~ C.n~T:~:eE~9~~':.':.~~ Inc. CONSULTING ENGINEERS .. '......., '":'''.:';''' ': ''':' ':'......:'...:'.. ", 120 N.E. 51st Street Fort Lauderdale, Florida 33334 [305) 772-0047 JOB _l,b..~t. ~~\k\,..6 SHEET NO, I OF I ~ ' CALCULATED B~ DATE I I ~t4--/ ~e:, CHECKED BY ~S::;, DATE II "2,,4-0168 SCALE NIp:.. ... .. .............. . ... ... ......... ... .. .. . . . . . . . . , , , , , .. .... ~ . . . , , , , , , , , , ' .., :oPJ..i67 14'2', ' , , A': 61 ."',. '/tLLi.:: ':'b.j":": ''';-'-. ; ,+e.:~, , c...ll-b--n, ' ,~..;, , ',," I I , , .. . .. d" . ,"pr~\.. ~l~" i: . [:, ,,;~7~)4-i~~ ~.F:-: . . . . . . . . . . . . . , . . . . . ......... :,. : ...'.;, TL:rii~Ii1(;;p.~.,i:{jjjji-.d,fi(::':.T..L.:T:r ;,::::::::C : /(/~% ,'. ,12e.o IC.,A-1i<'=M:,C~/~~,~1i+11t;~) ?,11)'5z~$,n.. . .' .. .. . . ..... . : Ae>~: ". "~Li}l...;:":''';''':''~'' "'..';.. 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" .............. . . . . . . . . . . . . . , ' , , , , . ... . ... . ..... ..... . ...........,.............f . . . . . . . . . . . . ....,:..... j......; ....\.. . .........".... , ' .. .... ..... ........ .. .. ................ .... ......... ........... ........., . . . . , .. . ". . ....... . ;.. '.' \ ...., , , , .,.............. ........ . . . . '.' . . . . . . . . . . . .... ... ~ 1 S C S PRO G R A 1'1 PROcl ECT NAt-1E REVIEWER PROJECT AREr\. GROl'I\D S TOR.\GE TER~INATION DISCHARGE DISTRIBUTION TYPE RETCR~ FREQCENCY EAn:FALL Dt'lL\TIO':-: 2,~-HOl'FI F~ \l:\F,ALL REPORT DiG S EQl'E:,r,T LAKE EDE~ HILLS,PRE,EAST 1/2 TI\~lc 7.27 ACRES lU,90 DiCHES 2534-1.00 CFS S Fi\~lD L5,OO YEARS 3-D,\Y 12.00 P';CHES S T ,\NDARD I ZED STAGE STORAGE DISCHARGE (FT) (,,\F) (CFS) 16.00 ,00 .00 10,50 , 1 -t .00 17.00 ,29 ,00 1H.OO 1. 35 .00 19.00 5.71 396,00 ::2(). UO 10. (lfi 1120.00 20,50 12.24 IG65,OO 21.00 1 ,t , '* 2 2058.00 22.00 18.78 3168.00 21 , () 0 '27. ~ (1 5820.00 " 2G.OO 36.21 8960,00 28.00 ,1,4,93 12523,00 30,00 53.64 16461.00 32.00 62.36 20714,00 34.00 71.07 25344.00 - - - - - - R E S E R V 0 I R - - - - - RAIN ACCl'1'1. BASI:: ACCnL ACCUN, INSTANT AVERAGE TI~lE FA.LL Rl:NOFF DISCHGE r<FLm..' VOUJHE OUTFLOW DISCHGE DISCHGE STAGE (HR) (IN) ( IN) (CFS) (AF) (r\F) (AF) (CFS) (CFS) (FT) ,00 .00 ,00 .0 .0 .0 ,0 ,0 ,0 16.00 4.00 .29 .00 ,0 ,0 ,0 (\ .0 , 0 16.00 , u 8.00 ,;:i8 .no ,0 ,0 .0 . 0 ,0 " IG,OO ,v 12.00 .88 .00 , 0 .0 ,0 .0 .0 .0 16.00 Hi ,00 1. 17 .00 ,0 .0 ,0 .0 . 0 .0 16,00 20.00 1 ,..:t6 .00 ,0 ,0 ,0 .0 . c ,0 16.00 2-J.,()() 1 I;:) .00 , fj .0 ,0 n .0 .0 16.00 ,U 28.00 '> 18 .Of) ,0 .0 .0 .0 . 0 . 0 16.00 ~. 32,00 2.GO ~O~ . 1 ,0 .0 .0 ,0 ,0 16.03 3G,OO :\.03 .OC 1 ,0 .0 ,0 .0 ,0 16,13 1 10.00 J.-lG 1 ') .., 1 . 1 ,0 .0 ,0 16.28 J. oJ .:1-1.00 3.88 0)" " . 1 , 1 . 0 ,0 . 0 16,49 ,,"-u . '- ,~8. 00 f . ~~ 1 .J5 " '. r; .0 .0 .n 16,73 ..:;.. . ;..... -_. --..-----".- .--.....-..,- -- -.-. --------.--." ~ - - - - - - R E S E R V 0 J R - - - - - RAl;'; ACCCH, BASIj\ ACCCM, ACCLTM. IKSTANT AVERAGE T I ~lE FALL RUNOFF DISCHGE INFLOW VOLUNE Ol3TFLOW DISCHGE DISCHGE STAGE (HR) ( IN) ( 1\) (CFS) (AF) (AF) (AF) {CFS} (CFSl (FT) 52.00 1.85 ~ Cl .4 . J , :3 .0 ,0 ,0 17.02 . ~~I ~ 50,00 5,95 ,97 1 <) . C ,6 ,0 . 0 .0 17.27 .. :;. ~":8.()U G.~6 1. n 2.0 ,\) .9 ,0 .0 ,0 17.51 59.00 7,5~ 1 ,76 3.1 1 . 1 1 , 1 .0 .0 . 0 17.71 59.50 B. 1.l 2, 10 ~. 1 1 ,3 1.3 ,0 ,0 ,0 17,88 c' . 1 59..75 9,9.1 3 fJ r} 32,8 2,0 1 . 8 ,2 12.4 6 <) 18.03 .~i- . L 60.00 12 , 1 B ,1,78 t 5 . 7 2.9 <) <) 7 38,1 25.4 18.10 .:;:-..~ GO.50 13,06 ;) t --1 J 9.6 3.3 1 .6 .i ; 10.1 26.1 18.03 G 1 .00 13.51 5,78 ~) . 1 3.5 1 ~ 2,0 5,1 7 ..'5 18.01 , u 62.00 1-1 1 ~} 6,2-1 " 3.8 1 .4 2.-1 3.1 3,9 18.01 ...I . - 6-1 ,00 14 ,87 (;,82 n 1 -1.1 1.4 2. 7 .... , 2.:1 18.01 .;. , L, l C8.00 ] f\ . 7;) 7,51 1 .3 -loG 1.-1- 3 ':0 1 . 3 1 .3 18.00 . - 72,00 10.:.11 7 .98 . ':1 ' Q 1 .4 :3.4 .9 ,9 18,00 "t. . \j SUMMARY I\FOR~ATION MAXIMUM STAGE WAS 18.10 FEET AT 60,00 HOCRS MAXIMUM DISCHARGE WAS 38.4 CFS AT 60,00 HOURS 1 1 s C S PRO G RAM PROJECT NANE REVIEWER PROJECT AREA GRCC\D STORA.GE TERMINAT1C\ DISCHARGE DISTRIBlTION TYPE RETl,'R\: n,'EQl'EH.-y RAI~FALL, DURATION 2.1-HOCR RAII\FALL REPORTI\G SEQL:ENCE STAGE (FT) STORAGE ( .-\F ) 16,00 1 (; . ,)0 17.00 U~. 00 19.00 ,00 ,1-4 ,~9 1. 35 3,71 20,00 10.0f) 12,21 11 , -1::.; 18.78 '.:.7.-19 2 () , E',O 21,00 22,00 2.l.00 26.00 2H.OO 30,00 :i:2.0(l ~q ,no 36.21 l~ ,9:3 53.6.1 (j2.:3l; 71.07 LA~~ EDEN HILLS,PRE,EAST 1/2 TK1' 7.27 r\CRES 10.9(1 INCHES 23344,00 CFS SFi~MD 100,00 YEARS 3 - D.\ Y 16,00 INCHES S':A\DA.RDI ZED DISCHARGE r r~:s j .00 ,00 ,00 .00 ~\9G,OO 1120.00 1565,00 2058.00 3168,00 5820.00 8960,00 12523,00 164G1,OO 2 II 7L . () 0 25344,00 - - - - - - R E S E R V 0 I R - - - - - RAI ~\ ACCl'~1 . BAS I c; ACCD1. ACCl'M. INSTANT AVERAGE THIE FALL RUr\OFF DISCHGE I :\FUJI" VOLC\1E OUTFLOW DISCHGE DISCHGE STAGE (HR) ( IN) ( r\) (CFS) IAF) (AF) (AF) (eFS) (CFS) (FT) .00 .00 .00 . I) .0 ,0 .0 .0 .0 16.00 1,00 . :39 .00 ,0 ,0 , 0 ,0 . 0 .0 16.00 8,00 .78 .00 .0 . () " ,0 .0 ,0 16.00 ,i..) 12,00 1. 17 .00 ,0 ,0 . 0 . 0 . 0 ,0 16,00 1C,OO 1 , :5 fj ,00 ,0 ,0 .0 ,0 .0 .0 16.00 20.Uf.) 1. 9 S ,00 . 0 . 0 ,() .0 .0 . 0 16,00 21,00 2. 3 c~ ,00 .0 ,0 .0 ,0 ,0 .0 16.00 28.00 ~.90 ,0::', . 1 . 0 .0 ,0 .0 . 0 16.09 :J2.00 " 17 .1-1 .2 . 1 . 1 .0 ,0 .0 16,29 ,) , :',G.OO -1,04. I) - :3 . ~ .2 , 0 , 0 , 0 16.57 ..:::... ! . ~().oo 1 , f.i 1 , ,1-1 " , ~i ,3 . 0 .0 ,0 16.91 .,) 4.1.00 ~) . U~ ,65 . 1 .1 , ,1 .0 ,0 . 0 17.09 ~8 ,00 ;) . -;- , ,~8 ! . ~) ,0 ,0 .0 17.22 ! . ~) 1 - - - - - - R E S E R \' 0 I R - - - - - RAl\' .\CCPl . BASI\ ACCD1, ACCC~1 . INST.-\.':T A \TERAGE TP'IE F,\LL RUNOFF DISCHGE I\FLOW \'OL nm OUTFLOW DISCHGE DISCI-1GE STAGE (HR) ( IN) ( lX) rCFS) (Ar) (AF) (AF) (CFS) (CFS) (FT) 52, 0 () (i .1 F; 1._.~___'.)J \.{ - [L___ () 1 - , 1 " " j , t 1 SCi .00 - 9,4 1 .9Y 2 .f) 1 " 1 r.' 0 . 0 0 1 .84 , .i "- , 1- , 58, 00 9 1 - ,) 72 " " 1 , G 1 -l 2 ') 2 1 , ,1 18.01 1. ,) d . ::.. . v 1 59.00 10, 05 3 30 , .9 2.0 1 ~) 4 .9 3.8 18, 01 . ""t v 59 ,-; () 10, 8;:; :3 .H4 8,() 'J ') 1 ,J .8 7 . 9 6 1 18.02 . ~) 1- . 59, 75 13 2~ ~) ::,.8 50.9 ~L -4 2 r) 1 2 ::::8 .8 18. 3 18.07 :.. . GO ,00 Uj :.21 7 q ') 68 ., -L8 c-) .- 2 1 58,8 13 ,8 18, 15 , ,,-, I 60, 50 17 . 8.88 14 1 :3 . 4 1 7 3 . 7 14 .9 39,.J 18.04 . -1....:.. . 61 ,00 18 ,02 ~ ~~ 8 - -t J 1 1.2 7 5 11 ,0 18 02 I , I . ;) . 62.00 18,83 10, CHi 4 . ;) 6 . 1 1 ,4 4 . 7 -1 .6 5.8 18.01 Cl .00 19 ,82 10, 91 ') .0 (j . G 1 -I- " :3 .0 3. :3 18.01 cl , v 68, 00 20. 98 1 1 .90 1 ,8 7 r) 1 ,4 :3 ,8 1 .8 1 .9 18.00 . ~ -q ,on 21 7 -1 1:2 ;-,(j 1 2 -; ,6 1 , -I- f) . 2 1 " 1 3 18.00 I .:.. :.. SUMMARY I\FORMATION ~AXI~IU~1 S"fAGE \~.\S lH.15 FEET AT 60.00 HOCRS M~Xl~CM DISCHARGE WAS 58,8 CFS AT 60,00 HOURS 1 1 S C S P R () G H c\ :.1 PROJECT NAME HEVIEWER PROJECT ARL\ GROCr\D STOiL-'\GE TERHI0;ATIC::, DISCHARGE DISTRIBUTIO~ TYPE RETCR\ FREQCE~CY Rl, T'\F ,U T nT'Rc'I T H)'< LAKE EDEN HILLS,PRE,WEST 1/2 TK:.1c 8.15 ACRES 10.90 I:\CHES 7 J' , 0 , 00 CFS SF'i\ 25,00 YEARS 'I_I).). Y ~-+ -HOl'R RAT NFALL HEPi'JRT I ~ (~ ;-; E()tE\iCE STAGE STORAGE { FTi (AF l 14 ;')0 .00 1 :).00 2 .00 Hi 00 6 , 10 Hi. 30 e 10 17 ,00 10, 1 ,. C', Ie ,uo 1: . :.:5 19 on 1l::l , 3~ ~O,OO i)() 39 ~L. Ll .00 ~Ci ,Hi I)t, ,00 :30 - ') .;...,4.::.. :-...)....... 2 Ct .00 38,67 2 fj .00 ,16 (1 rl t;O~ 28.00 54 97 :~ () . () 0 63 11 32 , 00 71 . 2 ~l 3,,}- .uo 79 , 40 12.0 () P.:CHES ST:'- ""r),\RD T ZED DISCHARGE (CFS) .00 292,00 1515.00 2333,00 ~~ 2 6 1 , 0 0 5400.00 787;:),00 ],0641.00 L-l672,OO 16945.00 24157.00 3217-'}-.OO 40922.00 503..t-t,OO 6039fi.00 710l0.00 - - - - - - R E S E R V 0 I R - - - - - RAIN AceTN. B.~\SI\ ACCl'~1 . ACCl'N. INSTANT AVERAGE T I ~lE F,\LL J?T.'NOFF DISCHGE I:-iFLOh \'OLUNE OETFLO\'; DISCHGE DTSCHGE STAGE (HR) ( IN) ( P;) (CFS) (AF) (AF) (AE) iCFS) (CFS) (FT) .00 .00 .00 ,() .0 .0 ,0 ,0 . 0 1..t.50 4,00 .29 ,00 . 0 ,0 ,0 ,0 ,0 .0 14.50 S.OU .;'i8 l' !, .U .0 .0 .0 .0 .0 14.50 . c, 12,OU .8fJ. .00 ,0 ,0 . 0 . 0 . 0 .() 14.50 16,()() 1. 17 ,00 .0 ,0 .0 ,0 ,0 .0 1l,50 20.0u 1. 46 .00 . (1 , 0 .0 , 0 .0 .0 14.50 0) 1.Ofl 1 ! ,) ,00 ,0 (\ . 0 ,0 ,0 ,0 14. ;30 . , ,j 28,00 2.12- ,00 . 0 . 0 ,0 .0 . 0 .0 14.50 :32.00 ~,GO ,0:2 I ,0 .0 .0 1 ,0 14.50 L , 1- 36,00 :) ,0:3 .06 .1 ,0 .0 .0 . 1 , 1 1-1.50 ~O, 00 3. a; 1 ') .2 . 1 .0 .1 .-, . 1 1cl,50 , ,,-, . ~ 4-1.00 3,88 t, ') " 'J .0 " .2 co 14.50 . ,;,:, .) , . '-- ,,-- ..c.. T I ~1 E (HR) is.on 52 00 36 00 :")8.00 ;-:;9 00 59.50 59 75 60.00 fi () .;10 RAIN ACCUM. BASIN FALL RUNOFF DISCHGE (IN) (IN) (CFS) t :~ 1 4 85 ,) , ~:5 (J.SG 7 ,)! ,^) ,- . .);) 5~ 97 1 41 1 ie; l::l . 14 9.94 12 18 1:~ () f) L 10 3 22 4,78 ;') . ~:~ ACCUH. I:\FLOk (AF) - - - - - - RES E R V 0 I R - - - - - ACCUN' INSTANT AVERAGE VOLC~E OUTFLOh DISCHGE DISCHGE STAGE (AF) (AFi (CFS) (CFSi (FT) :3 <) . "- .0 " "- 2 1"1 ;j() 1-1 , 50 11 :50 1"1 , ;:; 0 1-1 ;) 1 , ,-' ;::} ,1 . ~i . cl 9 1.7 u :t ;:; 1 3 1 J 7 d . I 1') l) "- "- 2.2 . 0 1 1 , 0 1 1 1,0 1 :2 3 5 ,) -:" -'- I 3 4 5 7 :~6 . 8 1 4 1 1 3 1.7 :::'.8 2-1. 4 -18 0 -+,6 15 1 14.51 1t.5et 1..t,58 ;L..J '::._"L____.. ') . :.: .6 =) j :3 3 ::: 'I "7 _ __u._____ _...__.._u...:l . II " 2 ;1 " - 3Ci ::: .____a..-=:__ .":=_ 1 () 7 " ,- i . .. J 1 .J l- eI ,no 1 ') :)J. h 78 0 'I ') 9 " 3.8 1 7 ~i 14.51 J. .) J , . ~) , 0. 62 .00 1-1 12 6 24 3 ~) -1 q 1 -1 1 :3 .4 c1 .3 14 51 , , ,.!... , . 6-1 ,00 1 ~l 87 G .8~ q " 4.6 .0 -1.6 n 3 2 . :::l 1-1 50 t.... -' t... , , GB.OO 15 /' :~ - ,7,1 1 . -1 5 1 . 0 1 1 -l 1 " 1-1. 50 I , ;) , , ,..,...-} 00 16.31 7 .90 1 0 5.4 . 0 :3 , -1 1 , 0 1 .0 14 50 I t... . SUMMARY I~FORMATION MAXIMUM STAGE WAS 14,58 FEET AT 60.00 HOURS 'IAXPW\J DISCHARGE HAS 48.0 CFS AT f.iO. no HOURS 1 1 s C S PRO G R A :-1 PROJECT NAME REVIEWER PROJECT A,RE.'> GROUND STOR~GE . . TERM1~ATIO\ DISCHARGE DISTRIBUTION TYPE RFTCR~ FREQCE\CY R"-\ I NFAL L DtTRAl'lON 2-1-Hot'R RAIl\iF),LL REPOR'rlNG SE(~UE:\CE LAKE EDEN HILLS,PRE,WEST 1/2 TK:'-1c 8.15 ACRES 10,90 INCHES 71040.00 CFS SFWND 100.00 YEARS ;J-DAY IG.OO INCHES S T AND.-\]~ D I;';: ED STAGE lFT) STORAGE (_\1" ) DISCHARGE (eFS) 1..f ,50 1;).00 11') on ,00 2.00 (, 1 0 .00 292.00 1 ::-,1::-; ()() .... '-" v .J. ie'...l. '..... , V~ 1 (' 30 H 10 2 :3 ~~ 3 .00 " . 1 7 .00 10. 1 b -" 3261 .00 18 uo 1 1 ~ ;) 5400.00 1~ .on IH, 32 7875.00 ~o .O!) ~:2 , . ~ q 10611 ,()O 21 .00 2G .elG 13672 .00 l'l q 00 :3 0 . :5 :~ 1G945 .00 ~- . ~ .J ,00 3S,67 24157 .00 20 , 00 U; . 82 3~114 .00 28 00 54 97 40922. DO :~O.O() G3 11 5(n4i .00 ~) 2 00 71 25 G 0 ~l 9 G 00 31 . () 0 79 ,40 710 lO.OO TPIE (HI'> ) RAI~ ACCCM. BASIN FALL Rt'NOFF DISCHGE \ IN) ( I 1': ) ( C F S ) Accnl . E.JFLO\^" (AF) - - - - - - RES E R V 0 I R - - - - - ACCUM. INSTAXT AVERAGE "OLeNE oeTFLO'" DISCHGE DISCHGE STAGE ( AF ) ( AF ) ( CFS ) ( CFS ) ( FT ) .no ,00 .00 .0 . 0 .0 . 0 . 0 .0 14:.50 4.0u .39 ,00 , 0 ,0 .0 ,0 .0 .0 14,50 8,00 78 .00 .U .0 ,0 ,0 ,0 ,0 14.50 12,00 1,17 ,00 .0 ,0 .0 . 0 ,0 .0 14.50 Hi . 0 () 1.;)fj .00 .0 .0 ,0 .0 .0 .0 14,50 20.0C 1 .95 ,00 .0 . 0 ,0 .0 ,0 . 0 14.50 :0:4.00 ~ . 3.J ,DO .0 .0 .0 ,0 ,0 ,0 14,50 28.00 2.90 .05 1 . 0 .0 . 0 . 1 . 1 14.50 . ,L 3 ~ . f)O ;3.-17 , 1"1 ., .1 . 0 , 1 " .2 14.50 ..:... . ~ 3G.00 4.0el .27 ,., ') .0 .2 . 3 . 3 14.50 . ,j . '- 40.00 1 .61 ,14 . .1 .3 ,0 .3 ,-1 , 3 14,50 44.00 5.18 ,b ;) . ,1 . -1 .0 ,4 , .4 14.50 . 't 1 - - - - - - R E S E R V 0 I R - - - - - RAn~ ACCl"!'1. BASIN ACCC'H. ACCl'H. INSTANT AVERAGE TlrlE F.\.LL RUWFF DISCHGE INFLo\{ VOLUHE OCTFLm.; DISCHGE DISCHGE STAGE (HR) ( T ~. \ ( I\) (CFS ) (AFI (AF) (AF) (CFS ) (CFS ) (fT1 J.. "~ I 48 .00 ~) 7 I , 88 . ,) . G .0 ,6 . 5 . ~) 14 .50 52 .00 G .4 G 1 21 , 9 . 8 0 ,8 . 9 7 14 50 ~; f ~) 0 i 9,1 1 ~ ) 'J ., 2 1 4 .0 1 .-i ., .., 1 5 1.1 .50 :... . 1. Li. .:. 58,00 9 13 2 ~ If) ., .6 1 ,8 1 1 7 " ,6 2 . 9 14.51 1,- ~) , ,) 59 .00 10. 0,) ;) . :30 " - 2 ., 1 2 1 , tj -+.3 1L 51 J u L. .J 59 50 10,85 3 8 -1 9 ,0 ., .G . 2 2.-1 9 , 2 ,.. . 14.52 ... ( , '-t 59 7 ;) 1 " ~S :) 58 S7 1 '1 8 ,8 3 .0 .,- .9 23. ;) 14, 56 '.' 1 V '..' I 60. 00 IS 24 Lj" 77 .0 , ,.J 1 3 -1 1 70 9 55 .-1 14.6~ , ! / ~\ , '- GO. 50 17 11 8.~8 1 ,.. 8 fi 0 " ;) .8 ] ,,) 1.;) . () .G -il l~L 52 . ~) 61 .00 18, O~ 9 :38 8, 3 II , -I , f' c, 7 - 10, 7 14, 51 , ,I .) ;_t 62 ,00 18.03 10.013 ;) . 1 G .8 , 1 6 . 7 5 .0 6 ') 1.1. 51 . -.; 6.J .00 19 81) 10. 91 'J .J 7 , -1 1 7 3 3. -1 3 . G 14 . G 1 J tiS.OO 20,98 11 ,90 2.0 8 . 1 ,0 8 . 1 2 .0 r. 1 , .1 50 :... , 72 .00 21 74 1 ,) S6 1 . .J 8 . ;) .0 8,5 1 . 4 1 ,.:] 14 .50 . :... . "'" <.::r'\P,1 '\ P'{ T'\TJ:'nr:.; \TTn'\' MAXIMUM STAGE WAS 14,62 FEET AT 60,00 HOURS MAXIMUM DISCHARGE WAS 72.9 CFS AT 60.00 HOURS 1 1 S C S PROGRA~l PROJECT NAME REVIEWER PROJECT AREA GROl'ND STORAGE TERMINATION DISCHARGE D lSTRIBt:T 10:-1 TYPE RETURN FREQUENC' RAINFALL DURATION 24-HOCR R-UNF ~LL REpnRT1:-W (::'H;WENCE LAKE EDEN HILLS,POST,TOTAL TKNc 15.42 ACRES 6,44 I\TCHES 103.42 CFS SFhi'<1D 25.00 YEARS ;1-DAY 12,00 INCHES ST,\NDAHDIZED STAGE STORA.GE DISCHARGE ( FT) (.\F) (CFS) 13.~)(] .00 .00 11 , U (J 1 .20 .00 14.50 . ,23 .00 .1 15.00 1 .:30 7,00 15,50 1 .39 19.80 Hi.OO 1. 54 28.68 16.50 1 M " 33.12 I ~\ 17.00 2,16 37.03 17.50 n '";' ,> -lo.se ,,-, it::.. 18, ()O 3.72 -13.81 1 18, 5C ~) ') - H; .8 -J . ..) ,',) 1::3 . {'II) ( 1-1 .~9. 08 19 50 8 ~j li D2 ')~ ,_, I ~O 00 ~ 1 17 - . 92 . i 1. J-t. 20. :)0 13 -+8 - "' ~H; . JI , ~.' 1 .00 15 77 59 71 '- 1. . :n 50 18 .4-+ til .9G I) '} .00 21 -is G-i 1-1 !....:- t'] ') 50 2--4 8 'J 66. 2-+ "--"-- , ..J 4) ') ,00 ~8.;;O Gf3.28 ~ ..1 23 . 50 32. 21 70, 28 2.1 ,uo ~H:j .03 ""1") 18 ( ... 2-1 P)O 39. 87 7 J 06 'j - .00 --4 -1 .0-1 75 .89 ,-J ~) ;:' 50 ,18. -+ ~\ 77 .67 ,,-d. 26 ,00 53.00 "'0 ,-12 ( ~ 26 . 50 57 , 97 81 , 13 .,- ,00 G3 'J ") 82 ,80 "-- ( .:..J "I r-: 50 68.63 8-1 .44 :..1 28,00 7 -1 19 86 .05 28, 50 79. "'0 87 63 I c' . 29 .00 8;'; .- f) 89 18 ;) "-- 29. 50 91 ,-15 90. 70 JO ,00 97 :3:3 92.20 30,50 103 . 52 93 .68 STAGE STORAGE DISCH.\R.GE (FT) (AFl (CFSl 31 .00 109 ,65 95 1 'J , c' 32. 00 1 '-' OJ 10 97 .97 "-- :D .no 1J-l ;') ] 100. ..., r.,! I c' -+3 .00 ] 46 ,89 103 .42 TI1\lE (HH) R.AI~ Acr~M, BASIK FALL RU~OFF DISCHGE (I!'J) (1)\) (CFSl ACCl"H. INFLOW (AFl - - - - - - RES E R V 0 I R - - - - - ACCUM, INSTANT AVERAGE VOLUME OUTFLOW DISCHGE DISCHGE STAGE ( AF ) ( AF ) ( CFS l { CFS 1 ( FT) .00 .00 .00 ,0 .0 .0 . 0 . 0 . 0 13.50 4,00 ,29 ,00 .0 .0 , 0 . 0 . 0 ,0 13.50 8,00 . ;") 8 .O() .0 ,0 .0 .0 .0 .0 13.50 12.00 .88 ,00 ,0 . 0 ,0 . 0 . 0 . 0 13.50 16.00 1. 17 ,DO .0 ,() .0 .0 ,0 ,0 13.50 20.00 1 ,46 .(\0 . 1 . 0 ,0 ,0 .0 .0 13.50 2-1-.0U 1 ! ~'" ,0:) 1 .0 .0 ,0 . 0 .0 13,52 1 28.00 2,18 , 11 .4 , 1 . 1 . 0 . 0 ,0 13.56 :);::: .00 2 , (:i () .) ') .) j ,) . 0 .0 .0 13,62 .~.:... . . .d 3li,OO J , 0:3 . :37 .6 . ;::1 . 5 . 0 . 0 , 0 13.70 10,00 :3 .-Hi . ,};J 7 7 7 . 0 . 0 ,0 13.79 44.00 3.88 . 7-1 .8 1 ,0 ] ,0 .0 .0 . 0 13,90 18.00 1 ,31 ,gG . 9 1.2 1 .2 , 0 ,0 . 0 1..J.-!9 52.0n -4. 85 1 ,,~ 1 . J 1 .6 1 . 3 " 1.5 1 , 1 14.61 . '-' I .0 5G.OO ~) , 9 S 1,96 :3 , 7 " ~ 1.3 1 . 2 3, 7 2,6 1.-l.76 .;..,;. v 58.00 6,86 2.59 5.8 3,3 1 . 3 2,0 5,8 4,6 14,91 59,00 7.54 3.08 8.8 4.0 1.-+ 2.6 9.0 6.9 15,08 ::;Q ~n Q 1 1 ') ::::.'? 1 \ ..., 1 -=-------~-~_._---:::..-....... _.__.__--.-:~ ! - (:l..f..:!~,_ L' c ,_, I,' " -J " '1...1.1 .1 j . - ~ ~, . U 1 -t ~. 1 1 b 1 J ,c ::1 59 7;; ~) q-t } ~l (i :38 R " :~ ., r) 3+ 7 ~>f f lG - 1 . , - ,-, , .. , I ~ 60. 00 1:::: 1 8 C ?-" 11 I ,\ 8. 8 .J- - 4- 3 42 " 38 17 7(; . -' _) .t L' , . ,) . ~l . tiO GO 1 '.' () (i _. fi 1 f) ~) 7 9 8 ') 6 6 2 12 8 43 .-, 1 .84 " . : ';:',,-1 , J . . . '" -'- I 61 00 1 " ~ , 8 01 12 10 ') 2 5 7 8 38 r) 40. 8 1 I 16 " ;:} 1 , ;) v , '- f" 00 1.J- 1:': 8 7 G 11 0 1 -1 9 6 7 7 21 6 15 03 ).:.. , ;) :=) . , . . . . 6-1 .00 1 -} x' 9 21 ;'1 ,0 11 8 1 ') 10, 0 5 0 J 5 14 ,86 , v (l8 00 13 I ') :! ~) 9 ~i 0 12 8 1 3 11 , :5 3 0 3 1 14- . - ~) . ,) . . I,;:.. 7"2- 00 16 31 10 51 2 0 13 5 1 3 12 2 2 0 2. 1 14 .65 , , .L SUMMARY INFORMATIO~ MAXIMUM STAGE WAS 18.03 FEET AT 60,25 HOURS ~IAX Hll'i>1 D J SCfL-\.RGE WAS .J-c! ,0 CFS AT 60.2;) HOURS 1 1 S C S PRO G RAM PROJECT 1\JAME REVIEWER PROJECT AH L\ GROUND STOR-\.GE TERMI~ATIOK DISCHARGE DISTRIBUTION TYPE RETLR~ FREQUENCY RAI~F~LL DURATION 24-HOUR R\I\iFALL REPORTING SEQUENCE , , LAKE EDEN HILLS,POST,TOTAL TKHc 15.42 ACRES 6.-14 I\THES 103.42 CFS SFw~m 100.00 YEARS 3-DAY 16,00 IKCHES SL\NDARDIZED ST-\.GE STORAGE DISCHARGE (FT) (,\F) (CFS) 13,50 ,00 ,00 11 ,00 1. 20 .00 14.50 1 t) ...... .00 ,,",J 15,00 1.30 7 .00 10,50 1 ,39 19.80 10.00 1 . :5-1 28,68 Hi. 50 1. 73 33,12 17.00 2.1(; 37.03 17,50 r) 1"''''1 <) 40,56 "'. It.:. 18.00 ..-\ ..... I") 43.81 .) . , .::.. 18,50 5.35 46.84- 19.00 7 , 1-4 19.68 19.50 8.96 52.~)7 ~().OO 11,17 5i .92 20.50 13. .18 57 .36 :.: 1. OU 15,77 59.71 21.50 18.4--! 61.96 ')? . on '-' 1 .-F; he! 1 j 1 - ~ . ~ 22 , 50 24 8 ~-\ 66 , 24 0) "I 00 ~H ;) U t.i8.2B LoCI , ~:3 30 ') 1) .21 70.26 ...i~ 21 .00 :3 t) ~J 3 72 18 21 ;)(') 39.87 74 .06 q,,": .00 -l-l ,0-1 /.') . 8 ~1 .:.:.. ~) r_ - 50 48,43 77 67 ~ ;::> . 2G .00 33 .00 79 ,42 26 . 50 ,~ , .97 81 13 ~' . ') ,.., .00 63 23 82 ,80 "- , . 27 . 50 68,63 B4 ,4-1 2B ,00 7,1- 19 86 05 28 50 79 79 87 .63 29 ,00 85. 52 89. 18 2~ 50 ~1 , 45 ~O. 70 :3(),OO q- 33 92 .20 - I . ~~ 0, C,O 103 52 93 ,68 S T ,-\ G E STOR.-\.GE DISCHARGE (FT) (AF) (CFS ) :31 .00 109 ,65 93 IJ 32 ,00 122. 10 97 .97 ') ') 00 IJ! 51 100 -,. ') ,-.J ,j , I ~, 43 ,00 146 ,89 103. 4" " RAI\ ACCVM, BASIN TIME FALL RUNOFF DISCHGE (HRJ (1]\;) (P;) (CFS) ACCD! . INFLOK (AF: - - - - - - RES E R V 0 I R - - - - - ACCUM. INSTANT AVERAGE VOLUME OUTFLOW DISCHGE DISCHGE STAG2 ( AF ) ( AF ) ( CFS ) ( CFS ) ( FT ) ,00 ,00 .O() .0 .0 ,0 ,0 .0 ,0 13.50 4.0() ,39 .00 .0 . 0 . 0 ,0 ,0 .0 13.50 8,00 -i 8 ,00 . 0 . 0 .0 . 0 . 0 ,0 13.50 12,00 1 17 ,00 . 0 ,0 . 0 . 0 , 0 ,0 13.50 16,00 1 . ;) f3 , in .1 . 0 .0 .0 .0 .0 13.51 20.00 1 ,95 ,06 ~ . 1 , 1 . 0 , 0 ,0 13,53 , .J 24,00 :.: . :3-1 .15 , '! C) ') . 0 .0 .0 13.58 .4- ,,,- 28,00 2,90 ') () ,8 .-! ,4 . 0 . 0 , 0 13.67 . ,,-!~ :\:2.00 :3 . 17 .55 1 ,0 7 , 7 .0 .0 .0 13.79 36.00 -+.04 8'.1 1 , 1 1 ,1 1 . 1 . 0 ,0 .0 13.94 . ~ 10.00 -L li 1 1 13 1.2 1.5 1.3 ') 1.2 ,6 14.59 . '" 44 ,00 5.18 1 .46 1. ~-\ 1 .9 1.3 .6 1.3 1.3 14.60 18.00 ;) . 7,1 1. 82 1.1 2.3 1. ;3 1.0 1.4 1.4 14.60 52.00 Q,46 2.:3] 2. .} 3.0 1.3 1 7 2,4 1 .8 14,67 56.00 i , ~J-I 3.38 ;),6 Cf. :3 1.3 3.0 :) . 6 -LO 14,90 f,8.00 ~,lS 4 3" 8, - ;),6 1 .4: 4.2: 8. 7 7 .0 15.07 , 4- , 39.00 10.05 5.!);) 1:3. 0 (j ,,'j 1.5 5,0 13.2 10.4 15,24 59.50 10.85 5.71 20. 7 , c) 1 .G 5, 7 :;0, 7 1'" '/ 15,55 , J I ..:..... 59.75 1 ;\ . :2;) 7 1 ! 1:28,;': 10. r) :3 . - 6.3 38.1 29. .1 17.lfj . , 60.00 10.24 10, -F) 166. -J 1 J , -1 6.2 7 . 2 45.3 41 7 18,24 fj 0 . ;=.0 1 7 ,11 11 -q 3:3. ;) 14,8 5 . 7 9.1 46.8 ,16, 7 18.50 - ,).;.::. G1 ,00 18,02 12.08 17.4 15.5 4:,5 11. 0 44,9 45.9 18,18 62,00 18.83 12.83 10,6 16.5 2.1 14: . .1 35.2 41. 2 16,76 64.00 19.82 13.76 . 0 17. 7 1 ,4 16,3 { .0 11.4 15,00 Gg,OO :20.98 14,1-\ ~ .L 2 19. 1 1 , ::l 17.8 -L 2 LJ 1.1.8(1 . --------.--.-----. .".- ~,._---- 72,00 21.74 }C,.S6 2,H 20,0 1. :~ 18,7 SC~~ARY I~FORMATIO~ MAXIMUM STAGE WAS 18.58 FEET AT 60,25 HOURS \L\XI1-.1UI DISClL\l?GE II!AS17. 3 CFS AT 60.25 HOURS 1 f, I : L Aj"l~' '1 : 2.8 2.9 1,.1.70