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08/29/1991 - Special "E' . .' .' ,'. j. . , . . ,. . " . . .f '.' . ". 'j' , .. I I '. I "1 , i I ( I I /, t ,I I I ! .....' " , , . .:.' ::;\ ,.,' : ~ . < '0[ :. ~ . .;. +. :: :..:,:' :. ':.\:. ;.:. :: -r., . 1.. .... ' , """ .~., . '. I, ':'><:: ,,:;...', . ,.... .... . .. + " . .. '. . Co ;',\"," +, " I ',.' p . , ,~ I . ~,~ ',I '.~'~ f '" . "'" ~"' ., ..... ". ,,,\ I t . . .... ~~ ~l ; , " ;'. ,.. :'it' u1i; , ~ '" ;1 .. ,...J I .1: ....1 .,,. . ~ ~ ~ .. ~. _ .~..'7:: .r~ ~ 1 , .. 'ff , . ~...,;.'~" , ! ; (' , , ~ , . . . ' I , J f -... . w' : Jl \ ,~, '. ..J .en ."~~ I' " , "}j ; I , ., " ;. ,', '- -- :: \ . ". '.~ '.;: J,.:..t. .' . .',. ~ :: J ',. . " 1:.... ..' ," . -'L 'i : , . , '. ,... ;:,:::? :; ,;' .;. . , . ,:: ., ~~ I, "'.' ~..... :,<1' 0- r ST. I '. r -J, i.., . , I , ...~ ' I. ( .. 'I Ii. : 1., J:. t(tf. r::~- ( ~: .....-.--.. < r \.'. -f: ~' J-t. -.' . I J , 'J' .,' ~ . ~ ~ :',::'. \.'., .. ,": .,( '! . .~ '.l .' , L '._ ., . .,,', '. ," .' f::' fl, f '. : '. ~ . I it'; " i" , " < . '- ~.; t , - "t. L'). ~ 'i. t.,... ", . -= ... , .:~ t 'tl\t t t ~ ~ ., ".. ~r'... ..l. I; P. ~.P'1 ,j;:,,~: ; t:i::. ,.....t. V"f " .'. '.~L ~~; c. , ,~ c"} 1 .j '~,I " *,-~1.~.~...1*~'1 l~' ~ . ~Z:~. . ~ . :' ~ r:j.{&~ f~ . _. '..: d <t ~ . '. ~~ .. 'tr."'. '.~~' ~,~ , ~ ~t, ~ '., .~ \> '! ~~ ~r -'r, oJ ' :~ ~ ...' ! . . ~J "j r\ 1 .~ .f~;~ :~:: '-.: '".;: I l';<;'~ .. :.~..r~ ~! 70~ "~'fr' '.. , ll';~~ .~ . Ii. '. 1 I, -', _. _.~~ .... , __ .r n-. rr 1> , ! \; (; ,\ ,"- . ~.. . ~ '. .'.. "." .; "c i ~ ,",~.~t'.:\~~J:!~::'t~':;~~~~'$I~~ ~~1'~f; f - .~, <II.., '~1.,'" \-"\ ..~j '~~~.-I-.'1\"i1i J 'C~\\L~'i'::ftt ~\. ,;~~~;!"'~:S~(fl": . ,,;, ',,), t:~:v!!~.. i"~,W,'~1\" ! '< , '):~'~\~"i!:JV~aW~\:1~~~.~(~~1r~ '}"';'o!'~hi~tr'il.z-J,,,. ~'h ( " .' ;";~;'b\'llWi'!ir..t" '11' ;', . *:.I;~;/.',.r1$~"'~VHf ~, I.. :litr'J~:1 ~.. :' ".)..'.r~h:(\~},l;;t :t.~.:" r '.;;' i ',' , ~,.I;~fJ5'."l\il-' :i:l~ ~:t~ 1.' \ T~t.~~,'~a::l11~.;.r~,~lf;;.~ i'1.J~~':'.' ' .~'r't~~"J,,'i _ _ 1~' . J~.t.... '1~. I ~ .r'.,.q 1~.\t1":{.l~'''' ~.. ~,"\", '~~. I' J . ;':;~:;'~':~~;/:~f~~:,';:~~:', \ '~, ( . ,.... ....., ,..~ -;::.... ,..,..... ..... - ., . , .. _.-"'~ - ...._..._-~ I r- .....-.. ._~.""",,'_.' . . ........ ~~.-:'"'":""'. C t.: E VEL~ . -...-. -......- ,.- . ~ . . .--. . . ...-.,. ..-- ---...-' >..... ,- . -- n- P' , _.~.. , , .......... ,~"'+ ~ I ~: ~.'~ T ..' ~~~:: ~ ,;: .~ . I~ . <~, ~ ",~ ~ (, ." " ~ . ~~-\ f . -) ~.t"\, 'l~ t f -".: I ~ ,6.:JT"" , '. ., \ ' 'I ff"" f"f'-:. . f' . , '! 1 r . ,.. , ~, ' .' J .' J ' ~ ..: ;, ',. ! :, i j ~,t., ~ I., : t I :':~ ~ r; r ft . ,. , ('.. ~, I. to . L t2!Y - : f' 1 :lroiint~),~'}.7..~~.>> IJ.. . J>. .r' . .J, i!1 t ~ '[ ~~ ~, .. ,. . . ....... . c 'j' ~;.~ ' , ':;~"~'.:'.::, ~> ~;'... ~: J/I! /' .....:11' I '" ,r ,..I,,,~... '"f"'" . ~ ;" I .. ';',' " ..; <c'" "\ " ,.. ~ I . EXISTXNG CONDITION Area of Property = .530 Acres Existing Coefficient of Runoff = .95 Rainfall Intensity Factor = 12,960 Volume of Existing Runoff = (.95)(.530)(12,960) = 6.525 cu. ft. hcu\d. OU+ 0... + 81 ~ C{ I C{ l 'Q , . ~ " [- ,'". Cjt_ .,. ',' . ' . ,. '<"L' . ", :. 't . 10 . . .:~"~.\ .'" ... ~ .... . . -. ' .'.:, . ; + ~"l' ~ .. ~:. c', ." ',.. ; '. . , .1" ,'. I I ! i" i' J , ! I :' . I c ..~l . j ! .., " ,. . " , " I' . " .. . " " .;, '. . ~ . .' " . ~ ~ . ,. ."", ," . I." . ".:' ~. ~ ~'... ~l" . ' I. ~., ; , ..;~ .: i." 1.. . ~. .. .. ~. c,.~., . I .d, .'.' \. ", ',1 . "~:" ;'(If; ,~~~; :"~ $ '~\WiFt J. :. '. ~"'li;~~l: . Wi .. ~~ "" ~ ;~:~,. "'~, ',.'. . ::~\~ n .i. ~...~~J."~ t '. /. . 'c'a.~.~J;t_"'-; !-: , . ~~,1 . . . I t ~ ~'. \-.~~')~ ':-..i\H,."t... } ." .. _.' ~ t6 .) ~ '1 I' , t. ;" ~ I ~ t lP' n! ;! \' 1H . ' , , i '- , " ,. .;., 'i' ~ : ~ , , " .., :J,~ ~ ~!t .::~ .~~,!. '. .( , ", -- -11 ,"'" ~ ' "::~ ~ Jl' ,I,., .~. ; ST. )\li~' 'i, ~ \ .' j I l '>r-'I '> ' f' i: ... . ~ ~ t I 1 'j , ~ ~ , , I J !, I' ~-'-:-~~~.:l:' "~~; . f f 1 ... ... 1"' ~ t 'r":.' t. '. . '.1 ( q~~~ :f ':... , '" I' '., -, ~,. :"'f' '-I"t~ __.......~..... . , . 1..,.~"..:,,:l0l1"':" >.',:" '. ,. .,., . .....,~.~,' r..,,'~. i. .};' ~. .{ :~.,' ,... ."'!: !:. ~}::~' _ .:;:'.....1..:. . j:.I; ~_ ;+ :r:' I'. ~: ...... ~ < .. " y .":'.; . . , ," r,~.::i"{.'j." c~t' ~ ":::;;;';''-,','st\, ' t/ ::;: :/~ ; ;~:~::)~l;}~iilf!ji .. }""., .k" 2]. ..,. ;t. . :~: J~;JJ;T;f~~~W!;ij:~~~\~:' "~,'lv~.~."L:'~~f'~,\.~'i&..~~I': . '~:r {;\ ~':lr1.(\f.,~}~~"'il;'~:' ~ t.rt:!r"~!)'i?~' ".IV,("~'. 'p' f .f,(~..:J:.::' : ~ ~'?,~;4~J~~ .,~:: :;t:;i~, F.l:'.l ;( 1 ,::-"':p ~~ ~\ J-, ,i,h1-.. rg,"' .,".. .. ,~)'~l~t... ~ ~l~ ~ " \. ~l..f:\.I'" J-, \ ~ ",.. '. . ~~;~\!il'$~Y,..~ ...' (>.; '" } f,.;.~~;~ .f:~t;i;\ ;f(~;'~1',,' :...,. . : '~'~"';1 s'\,~~?: 1~;l\.~~~Y;"': f'~ ~, '/;\~ "",\~,,}.;:j:,'\~~~:~.:01.~Y:~' ~":~.' ~~ . . .~.. :. ? ~ ;' ., /1, '. ,.... l . " . ,\ .' I " ~ VJ~: I ' '. 'i .: J ~.~., ' j, ~ t. I ~ d.t~ , r . ~ .. ~~ , "~f.:l f ;;f.::! I"\~\'V ,~":" tp '-. . J .JT.~'~ I'i':o ~.. ,.,. '" . - oCt . .:, ~c'.;" ,I i' 1 ... 4 ~ ~ ,11 ~ . ,J- . " I , .~.i'" ,.:'1 '~ '."'" .... ..... , , :" ":':I~ oi.\':.:".,.y.\; ,'. ~ .0 _ ~ .i ,.,. ~.' "....t,.. ........('1 .... ...,... _ h.. ~ ~ J ,,'t \".... _, '- t. ... ~ I' '-. .~J. . II :', ;:1.. ! . ,:~ :;t ';' II: 4." " '. ..~ ~ ':~i~ 1 !'H-:-'~ I .,~ - ...., ...... - - ,a I " .f D, :a...- j -- . r~:~ ~'~~~.~,I;~~~~ " '.' ~& .' 'II ....-:...:~:;:~:::-:./~.,~ 1 ... -... . ....... ," 1", \-'.' .-....;, . . f. ;(-':~ ~I..;." .~. ,:'7"", . ~ ,.; l.'i.':,i;t.~f."~~i" '. ~; I 'i',..''' ~ ~ ~-T'~~~ · , '~1 '''''' N. .. t'l .,; _ >tt.:~ f:":'" ,. "'; .. .. .-L- ~.:~ t, " ,~) ".' - j4 t:l. ,'~.:. ~fL ~.i ,;~~" . .n:~:::~1 <'. ;~.. 1";:J.'~'~\f '-:_ t,i.....j .' ......!V'-f'.". .f ~~~I'~ ~ :.,ii-?~~ .,t..: ~ . .":;~.-, .: f::" il,=~ t:. . 1 !.I" ~~ ' I ~ ~ ~ ,.._"..~.. '~-n.. .0 \~tt~ 1LI l- i!;t " 'c __ ~ ,c , : .. i f" I ~--r "G",""lt'~~~~ :1 J I ( i, J I J "1[[11 ;'1 I J I 'I I I I .J___.J L__ ~. t;. '. J . ~ . ' I . , r - .. ... ,.~,.---'..-{1~ ........1 > " - ...... . ~.":......... ClEVEL'*ND ,r H' ...' '._ JI<~"~ .~.":'l_..~_4oc1.-.........,~___"'~ ..... ~- ,._,_I'I"~"""'" r:' fir', ...1' .......... . .._,'r. n, f'r ...- ~I f ' ~ f '~'.~_~AY~I!Illil~_.L..~.... . ,~(~:~~~~~~~~ 1; ~j I'.":~~~ ~ ' .~~ ~ 'I . {Ie ", ~ ! I. -. '1 .' . .' ~~; ;i'~;i~' 1. ~ . . :. rr'''H> ",r'" - . , - . h 0.. \0\ ~ 0 \J\- 0..+ PROPOS~D Q9HDITION Area of Property = .530.Acres Weighted Coefficient of Runoff = .082 acres @.20 + .448 acres @.95 =.834 Rainfall Intensity Factor ~ 12,960 (.834)(~530)(12,960) "" 5,728 cu. ft. voiume ot. proposed Runoff "" . ~. : . I" " ,/. . : . ..~.:.. ( ... .. ":. " , . ~ . ~.' >:', , > :'~' . : ,i. '< T ~,~. '. ':::;'. .,;.:t:,~' :.':~ C\' /:::I.:.:~.j> . .\ ,.:. :':::~I:<:~>.~.;:r:~;, ..... .' . ,...... , .+ : ~ '. .,' ,.~:: . C ", '.. '~\,'}:'~i?~'/ ,."> <';'h: ., /,. ..' ',r ,., '.,<;'.\':'::" , .., . . ," .' ., l ~ .,' . , t ., .'. .. ~ ,. . .<.,..' ~ '." .:; " , .'. I. ~ c'll" . / ~;~~ j'. ... ,~.'" ~', . ,(',.:_c .,. ',: . ~) ." I?, :" ~~~!maJM;,~:~:~;:': "'~"'.":~ ," ,. """ " ' ' ,"" , ' , · ',-" .p.r.;,.. "f.~..xJ~tt-."{1~1h'~tt'~L~h""~l 'P, I" ..~~I" .... ,"01, ':~ t, ~~ t ~ft~:~ f ~1;tJ~:~~~~~)f~'::1;\'~;~~~;.;'; ~'=~:~;,: ~~<.~ '/~ > )>:,: ~~_ .:) i) ~t~..:.. ':~:},' :j/"~::'~ :~: " ... ~..;..< '::: ';..'\ ,~ ~. '.1. \ . ~ , . .' :.: t{" ~."... . ~.,i~",,~;.. III ',-t,r1Jol ~' .i..".. ,I... ~f.':\I" i. ~I'+~ "'~!fl,I'~' "".', .:. .".1 <'!' ~. .~. . "~~~~~:~':~~~'('.~;;'(.-J~~;~:~.~,\.~:'~i,..~~ ;\~Lt.;/~"lr:::'.:,1';~~~"~'''~;~':I.U ;.~"'\~~it: '.~"'> 'I.~.t ;:' ~~. " ,\'" V,'r-4\(~~'')'':')';l i~'+:'l-V,:..~!,;d.'~~ ,.~;~ ..t....~\......' i.)";~::~~,,,."f,' .~~, \'.,'/1'" ~ ...). ~I,:~.' - ~,.,', i ,'.1 " (, '" t'))~~~Vl~;~'~'::~r~{~:;~ ~i\\'~l~~:r:~: ~~t?;;:. ~;:, :,:; ':'~' :.1,.: ~ ~/:fj~;; ;:i: :~: ...~'~'~,,~;/?",)~..: ' t ... 'it'~/'''t \l.~'::,.j~jJ5."".''''''''~'' .1" .~ ~ ...1, I. ~ ~. . I'" ',. . .~<~. ~ ..;,: ~;~: ~~~~i;t.\.\n>~.~~ ~i~;~: ~, ~ :.'~. ";., ::t /'c',~ ' t~ ;":':/:' :. ~:: '.:, ~~;,~":"l '1 ~, ", ,11.':-: > , ";'. I ~ . "," ~+'~rr:;,{!./.r:~0.~"'~I',}:/."",~ "tJt.,.I~, ~,." 'J~,.~ .'; . ,n. . .,.' . . t, ~ i ,"'~ ~ ~.+... ~/t '~l.:J ~"...~. ~. .~t.t I <,.. ,j".~, . ,'~' '\'''~'. .... ' . '"'1' ' , + " , , , ."~ "'.~ :-t \' "1...' ~ .'. "( , , I' ,., " ,." ,. '....", , t .d''' /'C.... IJ ~~~~i,{lr~;"":!":~~:~!.:;f~'~("'~' ~L . ,~.l:;t' '.:~ t .:~ I.':,~, ',. ':-' I,,~,:... ~ " .. I I~ ~'" ...t~,'v,...>~'t,.;.~j"""" .... ~l , ~ ~. t...... ,'" , ,l,.~~...:.. J I . t . ,:'. ~ ~.;~ ~'l::;J.7 ~!3..t:,~~"io.J.u '~?1~~i~ ~,':~-4 ;J~~~' ~ JI ::. ~...:' . ~.~.' T". 1....< '!:i~ .', ....' '" ';.~J'\ . ~ " u. "',! ." ~ .~~ ~, Vj,\ Ir~X"""':~'~,{!'l'~t'~~'l:"~')';~:'~.1d'~''''~1 ",'.:- .\ . ~"J-rf.''''' ~ .1,-:,,:. .j f~ . t1'V ~"'11ll;t!) _ itj \l'~,.. ;f;~:,,_1:. _.~. : ':.r ,.' 0, t :. ... ,.11 .' . , ~' '... . :: <;:I' . ~ .' ~...' I .... . '!, r~@" r:i"!- M.ti"i'~I),1t.~r.':"i"", -< ':..<,' , :' " :! .' .: ' '. . . .",.,:'"' ",..',," .; ~~!;:. ..c.,i,j~....,;I\:.:!,,~.,o;)~."t,"'r~,"""', I ';\"'{~','J'fHI,~ . ,". .""'l .'~ '1 ",,-, ..' .", " ': ;~';:.Mi .\t":w,.~,)/;,;~,'l-:.I"~';;::';-.~"'",, .':,'"' " ,:.; ,".. ',',' ...' t ,r./t'f-I,jl"~" 4i, ~~>'\';."..~,',l!L",\,r" ("',;.c . '," .. ",' " ,,:., ,,' , .- 4'l-{. ~Lo "A. .<'" . .-J.,r}/.. "1~11V'I~"I' '~. [.' _'. .' , :' ~ ',\:,r "'j;J"l'!rf' ..:thJ,~~ ~~j , "~~;(',Io'(t~'~;I.ir2" ~'.' . "J ,!" I " ,.r; I~ ~ .~.!..~t.....~...';:.-'u:";f~;~ ~.,\:,~;;'....J './ ~ ~, ,,". .'.., ~'- '," '~V""(~)"ti^.~" r ' .;.",ji\,,,, " '.';", , . J \"(-:,;,~~~~l.~(~,~ j! "".::-.:. '':,'I,~ ~ " ~'. :I" , ';. t,.' "'i.....J.;~.Jf/l t,~'l':~ir.~' t'~(i",,; '~h:'~; :I~ l ~'. ',(' -~l ",~ H.,"n" i';;"".' .).~ 1.1 .'.."q I .l," , " ; ;1' ~~~',,:"'i~~,~,t~J"..l.{.' r '.~' '!" ~~ ~ '. '~rl~,.f.)t"'~;;~."~.".,..,, t..'...., ' ~..t ','~~ .~,~~'r~:.~\\:~::.'\\:,:.:.'~:':' ."~\ \., :.. .':., ~ _,..., l"'4\' '~J,i).. 'r~..f"'l-i ~ t' ~. . ; ;~L~:~;iti\(:;',w':' ::' ,',,', . ,", '.' . /," '. I'" ' , :',:r';,~;,:,,','_',,;,~.i'.~::~',':,l. >, ': ,,~': , ' . ~ ,,( I 'Ii'~,. ":,~.t'!";.t'f."'~'(("~~""". ' , .~ ..;~<.~,.:J ~ '>. ';'-''.If~;')'L' I ~;"<.) .',? .';- ",;. .~,.. '" ."" . ." . , II' .~, r' >.,~, ,~"\ l' " . ". ~1~1~~>>.;.!tth~~t""tt~).1i''''.Y.t1""u,.,.4.';''I:.''4''~M "J'<;"~'..hl' .,,,,(.~....~<I....,I.... .'r' "-:'I'~~,,;'. '~:"Ul ,::?~Y",\:, :.1 i.. 'I <( ":';:,:;;::: ~;l.::.,. ('l~' 'L~~ ..~\ u. ",J,; , ~a , . '/ /",.,)., ./" I,' ,,, " I'" . .. ". ........ ,~i\~fv.H.t~.I.'~:.'.\. ',) c::';,'.:. .",1/'.: ~.." .l'''~r.''j;'''M \( y 1.....~" .,c j" . .'. j':i ~~~~~~ ~t~~~]~ti~J: ~':,f;'~ .,(Jt~\"~~j\!::"~~~~>'t~ ~~.<. ~;.:'~ ,~~~':;3::';":i- .:~~ ~tti'ii, ~r}41)~~;': . "" ,\,- .,.?,',.,.,."..'c.l.,.,....~" ,. '""'1<' S;':i: ~';:';~+~'\f:;~"':;~;,~?:~r'i~\;;' ~;~;/(\"l; ~.~i1:~ .j,'\,:'q:"''':/'!il>~'~''';)S c;"'.'11''','s ";fl~l. ~1\.~1 ~l ~: ~f_ ~.~~~~~~jttL.,::( J~'" ::t.~;,\ .~r?\~:./" i \' i: ~~~~ ~f~~~t,al~tf}:;f!i:~; t~~\?t~f(~:::~t:;.:{::;< -'if". .,t~~.....'<,: .....,;.~,..~............I.I -~..1~''''''i~;''.~+j'' . i.t:",.. {':!~};~~.l~;(rt..t"~:~"-I' ~~ ~J!f~~~~::1t'::f'~~~:~(~ M=c~ -..I" II.'... Il~.'w l, /.-i. .',f"'l:'~l~'T" r-,I. ,)',.~~,."::lI.II'r.J'; """'f;','"",'lj ~ '.11ti; c,f;~,:~f'{':.:'~'!/~~::... \~!l~'~'iT:.f~...~~~~ <'t.f :;-'1 ;; L...tt' t:;j..S":f~""':".".I"+.. "~1"? ..-....1,..1::.~~...' ~ %.- ...-:1: ..~':.:;_....:,'H~ft~~J' t}i'''''''if':'i.,:J..l.t~(,:'!. ~'J""Ji' ':,.., T'\-~~";"-rf~Y':"'I'.';.l'" 1\- ;:t-=':~e "}"~~ 1~' "'..":u t~.;';, ..,.' 1""').t>-d,,:,.ti i.l:L t'l'"'l'....~~.. J.' l .~.!?' "ft.:'"it;;~>'!'f ......~J:..~.I.~;.~, ~:.:'t ';.,,:~,.~;r. t.b' ii~V< :.:rJ:i'~~l,:..~i,lU:\~~\f; /.P ,+:~:.>tt f ii-';:\t~~ l~i:;. ~'!~~~::~:;r~Jt~~~lb~.~~~ :~~t\\~~~( :;i':'.~.t~~ ",;; .... ~j 1. ',~ ~S-,., ~ .:'~JJ"';,..~.~"",1 ~.(.,,:,. {\...,- 7j ::,:....... ~ ~. :;.:"~'; 1~f~~ ),) ~~T.,; ';.t"". ~.......r;.~~~"...:i ~ l' J{t~ ~i;:r.;,; ~ .' r. . Ni~~ ~:(.'I:J.: ~,~.'1) -:O;l.}' t~l~ ~t"":' ....: .....~:.~d< :.. ;?'~, , ~!. ;,.:",...ir; "fv...ll.,t ....~J, ~~.....\ 1'.'" 'to ':l-' '0. . :-~.r." j'F", '...:>" I-t.....~,ri,... ~ .r... H .' ~..'I... lit., ("\I ' ~~":,;((.!!. !~l'l,1":I1! )~~,;!:',' t <,";"}. .t:1o- ~"'-..."':"...14.' ~"'4 ~:,~:'"~ < &:.. \ .. ,.>00.. 3..;.~. il.}.~ '~~i c"t\ ~: ;~'",':;;"'~~r;ti,,~:;:'~'" ~~W t!i J~(!l~~~, f(~ ~i/:, ~~iJ.. ~ ~f: "f':t)..l~i~.,t"~\:;:>~..~. H~.~ ... ';'1: '.:o\.nr':\"~ .1','1.. i.1;.!. ' :~f:'~~'0'\~:' ~5\ b' fi. {\" b..p \. .., 't 1~1~.t ;....~l; ~ ~~. ;~t;t~f;~\{..,,,?,i/'~ ~.t ~" f,\'!~'li~,"J ,(,.! ~:/: ~ > ~.. ~j):';~;:~f~'~~~i}~r. ~ ;J ".:/:t,',) ~.c.~if~tjt/.tJ ~ ~~1~ tr- "tf~~_!~~~.. J~'if;:.", hot ~j' fIr 'W i;f;V:. ,,'J: r, ,r ,.~.-:".,;",....;~ c~~",~ ~.~"::.'~?"":~::'. ...,r..;..,:-:~.-:t~';ri~' . ..:. '_ ~ ~"': ...J.j- .,..:-...~.::\ " ~~'. ~f. :1;";"~~'<V'~ i I ~ \ " ". .\ " , ',;;.,':_ '~'c':~r'" ';' ,r .\..,. '( ., ,,:.. '". " I I" ~ '. , .' ,,' I. ' , . . :" ~ . ,II; .. ADJUSTED EXISTING CONDITION - CASE A Code As Written And Not Contributing To An Existing Problem Total Area of .530 Property ~ Acres Area Undergoing .232 Acres Landform Chang.) = Area Not Undergoing Landform Change = Acres .298 Therefore Weighted Coefficient of Runoff=.232 Acres@.95!2 + .29B Acres @.95=.142 Adjusted Volume Existing Runoff=(.142)(.530)(12~960) I.J' D/Sf 5,096 = cu. ft. of Therefore Developer Required 5,12B-5,096=632 storage= cu. ft. to Furnish or Pay In Lieu Of land + $5.00 constr.=$4,200 210 sq. ft. @$15.00 . . ADJUSTED EXISTING CONDITION - CASE B Code As Written And Yes Contributing To An Existing Problem Therefore Weighted Coefficient of @.2+.298 Acres @.95=.621 Runoff=.232 Acres Adjusted Volume Runoff=(.621)(.530)(12,960) eu.ft. zz. I I~~l' 4,265 of Existing = .Therefore Developer Required Furnish 5,728-4,265=1,463 eu.ft. storage= to or Pay In Lieu Of $5.00.constr.=$9,740 487 ft. @$15.00 land + sq. FURTHER-CONSIDERATION Assume Same Traet As Example With Total Redevelopment And Contributing To A Problem Total Area of property = .530 Acres Area Undergoing Land Form Change = .530 Acres Therefore Weighted Coeffienct of Runoff = .20 Adjusted Volume of Existing Runoff=(.20)(.530)(12,960)=1,373 ~ D3~' Therefore Developer Required to Furnish 5,128-1,373=4,355 cu.ft.= or Pay In Lieu Of 1,451 sq. ft. @$15.00 land + $5.00 eonstr.=$29,020 h~ hi o0-\- ~+- ~/d{ I~ f ....._~... . -.,. - }-.---.,... "\ . -.,,,, " ,. =#~ onOlNANCE NO. 5105-9t AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA, RELATING TO THE LAND DEVELOPMENT CODE: CREATING SECTION 136.031, CODE OF ORDINANCES, ADOPTING STANDARDS AND SPECIFICATIONS FOR STORMWATER DETENTION FACILITIES. AND PROVIDING FOR PAYMENT IN LIEU THEREOF: AMENDING SECTION 137.010, CODE OF ORDINANCES, RELATING TO SITE PLANS AND STORMWATER DETENTION REQUIREMENTS FOR DEVELOPMENT PROJECTS FOR WHICH SITE PLAN APPROVAL IS REQUIRED: PROVIDING AN EFFECTIVE DATE. WHEREAS, Policy 23.1.4 of the comprehensive plan of the City states that the City shall adopt a stormwater ordinance requiring redeveloped sites, other than single-family residential areas, to incorporate water quantity and quality controls consistent with new development regulations, recognizing that case-by- case limitations may call for partial controls, off-site improvements, or payments in lieu of improvements to achieve this goal; and WHEREAS, the City Engineer has prepared development standards and design specifications relating to stormwater drainage and detention, known and referred to as UOes'ign Criteria, Storm Drainage--City of Clearwater I II a copy of which is attached to this ordinance as Exhibit A and incorporated herein by reference, pursuant to which the developers of both redevelopment projects and initial development projects are required to attenuate storrntlater flow and provide certain water quality featuresi and WHEREAS, the development standards and design specifications relating to .,' stormwater drainage and detention are consistent with and satisfy the requirements of Policy 23.1.4 of the comprehensive plan of the City, and should be adopted by ordinance; now, therefore, BE IT ORDAINED BY THE CITY COMMISSION OF THE CITY OF CLEARWATER, FLORIDA: Section 1. Section 136.0311 Code of Ordinance51 is created to read: Sec. 136.031. Stormwater detent ion fad lit ies j standards and specifications adoptedi payment in lieu thereof. (1) The devel,opment standards and design specifications relating to storlTrrlater drainage and detention, a copy of which is attached hereto as Exhibit A, are hereby adopted and incorporated herein by reference. Copies of such standards and specifications shall be maintained on file in the office of the City Clerk and in the Public Works Department. The standards and specifications shall not be amended except by ordinance. (2) Stormwater detention facilities required by the standards and I l \ i ,~ ','.. -.; .~. ~ ~ :.... . ...-. ...... I.;.-...!'i-. r7.r,uJ~ 1 '~hr;~; I ,~~~i"4Jr. .~, . \' .'_y,.. . ., I ~ ~h.:~..~...:~.tt ' ~;., ....1\ ~Io \~.:j~ j'" ',~j~'" "l"" ~<: t~i'..f J,"tl,(,/ I~'i' :(~i.:f.;:.;.~rr~),;~~~~fl\.'::l(~v'J ~(':::'" I ','. '" ,~..,;I,,,,":1"..i\:;.i;l,~!r~ " ,'i,.\ ') ! 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Ot.'r,!"."I,...,..'(h~,~l.'.' to' .~~.;\ ,:f''{'',,, };\i'\'?yi:);'e r,ii:. \ r~~:\~~t.~~~:t ~:~~; '!~~~~l~;~,';'.)!.': ~i.'t~ ...;~ 'J '-if .~r.'l(~'f" -b;.j.~ 1 {..sT" l:v"!r~;~..o: "~i-i .(':";\ ;;.~~ ",,~~t..,.~~'!l:'''~ ~...~. ."~\ ,~::--,~..t',u..... "I"~.~ ''''-i~'''-..''':l ~'~'f\i}\.~;;~S.;i~'j~~~ 4 ~.,~~t~I'~'~'t;'.."'4~ ''''.J~ 1'~"'_~; ~ ~ ,'IJ"I ,.. , ~~~~~{t~~f~~j- :c~~{ . ....,;~::lt. ~~.;.~. , . ~ - - " '1:' :. o CITY OF CLEARWATER DEPARTMENT OF PUBLIC WORKS STORM DRAINAGE DESIGN CRITERIA INTRODUCTION o guide to systems in the City of a combination of requirements Florida Water Management District as administered by the pinellas county Department of Environnlental Management, and requirements set by the City of Clearwater, Public Works Department. This manual does not propose to itemize the requirements of the Southwest Florida Water Management District, but to highlight and detail the requirements of the city of Clearwater. Where design standards of applicable regulatory agency I s vary, the more restrictive or higher standard will apply. The Designer is required to be familiar with the current design requirements of the Southwest Florida Water Management District. The appropriate Southwest Florida Water Management District storm water permit and other applicable regulatory agency permits will be required prior to any final construction permit approval by the City of Clearwater. is a assist Engineers Clearwater. set in In by the design of general these the Southwest This manual stormwater standards are The Designers attention requ~r7ment that all prov1s1ons for storm redevelopment facilities in to the city of development and redevelopment management. In particular, will be required to provide storm water management accordance with the regulations herein. is called Clearwater will require water For the purpose of administering these stormwater management regulations, redevelopment is defined as the alteration of buildings, parking, or other landform features of a property which necessitates the land development code review process. Redevelopment of property for which no stormwater management facilities exists will be required to provide such facilities in accordance with the methodology contained herein, notwithstanding that the circumstances of the redevelopment may not result in an increase of stor.mwater runoff. {t 1 ,", ,I" ~ ........(, J" < f"f . ...<. "I."'." _~. -:'"}'::' '~I~'''1'~, .". . ,,-' .~. "'t. ~ ,...r.':.:.:~:;.f:,~ :',.:(....;.~~:'''r..'',:.;...~ ! ""', .. ',;':'. " . . , ~.;..;! '~r.~~{(~'i, 1\, ...... , .' . 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('\'r ,\~,.:, ;;", ?'f"}~f . ~';~~~j:"~~/;;t\o:\ '!::f'tr"t.\~~ ~ .. 'oJ (f~~. };J'~,''''~ 'i.\ ~~l".~..} I~' t',r'!~'\JfI 'n\ I ~+...1~~)~~-< l ~.:.. 'L ~ t;).~';t~"~I/:171::~.(I~ p i~'1 1~;;" ;/1.~/i~<t ~~({1i..' \"' 1....'1':O~'J~! "ioll: \ /il:r' /.-,...,3it;~I;.t. '.':'~\''1. r~l~/J,i ".r ij:I~/R~''''J.lit~~''l~,:.\t...~ ,W', ''''~.l h~ 1,;1\'::';,,1,:\,,-.,. ~ "o;W . '.~. j I. ';f .' >;, ~ ~.dr \ .. :~ I 'z.hr '. f,C,.,<,. ~'~ i' ~1!.. '~i.\~~~:}tK-~';; 1l)~ 'i.:' "t~I:.'l>t;~.'WW"I'~\ I~"';' .f~r ~~!~~!t~~.t3.~ f(:..:'~\ ..." l'.i.~)~. h'\""~\~~"l~'i':< :,. ~,) ".)~... ...~i,4 ~1i. "tU.. ,\1 \.~.... 1: ", . ,'~~~~l, .J."I~;'~i "1iJ}'\': ~ , ."'" 1'\ "',..,I ;l'l.,,'" ,< '~,1I'.J "; t.. .J.-d~ l~~ ~... L.' v: '.:'It.to;+t'"t;., ~'.-.; 1 ~J..'t41-::''-I';~''1-t. ~J7;}.~~e #: '~ ~;:I~"'~Q.i.f~~~~,..};f: 1.,'1.. $:, !,.~, '.1. "1;\; e,"""""".' ~t%;\;,t::;::,> l'.!:l(L~'I;\:': ": I .. <;"}; ~.\; - ,1\ '~\ \ l~\ ''f'. o STORKWATER MANAGEMENT DESIGN CRITERIA 1. GENERAL: All construction shall comply with the city of Clearwater Contract Specifications and Standards Manual. All stormwater facility designs must be designed and certified by a Florida Registered Engineer. Record drawings shall be submitted and certified by a Florida Registered Engineer before final acceptance of project. DesiQn Freauencv (a) (b) (c) (d) Year Year Year Year storm systems, culverts channels and detention areas with outfalls detention areas without outfalls detention areas without outfalls which when capacity is exceeded overflow onto private property 10 25 50 100 Runoff Coefficients: Ponds, and detention lakes (wet or dry) 1.00 area o Buildings, areas .95 paved areas, impervious and other Turfblock .45 Green or pervious areas .20 Design coefficients shall be obtained by using the above coefficients on a weighted run off method for both pre-development and post-development. 2. STORM DRAINAGE: Detention shall not be from erosion areas must be built before storm steeper than three to one (3 by sod. sewers are installed. Slopes 1) and shall be protected ~e ot Concentration Time of concentration to first inlet on a system shall be determined using velocity of runoff chart. minutes to first inlet shall be by 15 (Chart attached) . used. A minimum time of @) SEPTEMBER - 1991 1 _. t o (2)'.', ~,: " , - : , I.. ~~ " ." .,' "".: " '.. . ..........~....""'_......:-liI....i'..';O...:+.......; ;.:, ....liI..'~;l..{...: ".l::"- . . ~ ... ... '-~ . . .. ...._~~~ _ ~r ..' ,!' .' 3. STORM SEWERS. INLETS. ~ STREE~ nESXG~ PER~AlNING TO WATER FLOW Unless specifically approved by the city Engineer, reinforced ,pipe shall be used in all easements and street rights-of- way. size shall be 15" diameter. Design frequency - 10 year stOrl'll. Roughness coefficient for storm pipe: (a) RCP N 15" 30" inclusive .013 36" 48" II .012 54" up .011 I (b) CMP or Aluminum .023 Asphalt coated .018 (0) PVC storm Drain Pipe .009 The slopes within the for following culverts used limits: storm shall produce as sewers CMP RCP Maximum 10 f.p.s. 12 f.p.s. Minimum 2 f.p.s. 2 f.p.s. concrete Minimum Mannings a velocity standard hydraulic gradient elevation shall be minimum of 1.0 foot below throat of inlet or manhole. Minimum Culvert 'size: (a) (b) Pipe Box Culvert 15" 3' x 3' Maximum length of pipe without access structure: (a) (b) (c) 18") Pipe - 36") Pipe cover & all ft. (15" {2411 (42" ft. ft. culverts) 350 400 box & 500 SEPTEMBER 1991 2 , " ",I . .. ~ .~'?/~'~-';'f~~\~~J;"'~r.~A"~l':"lI'-""~~;;''''' _': .., ~ -,<, ~"',""'." ......", '1:';"01: -:...~,...~!~ ."'C# .n".":''':.~. 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'1,":.':,,:~,9,Ctr~:-n : /}. ,t r.."', k';'\I.~.".;i.~{..:!: .' . +.., . ;"t~~;1~' ~~t.\;.o>:f..i~~~:. !~\>':.( ~ \ ~]$j~tl:{;~~...:+~ \ ~ :1 ~..~tt~:\ft ;'"\~~t~\. \1:~);!~~,-. :1i~/. ~~,.{, ~~;'''~.lJ~)'''( ~,t.l:'\' ~(.~"l~'l?;."! ,r Il,;hl :.),'...':< "tr,.., ~.~'."..,.;' ~:;'l~.i, . f1.,.,;, ;;,~ i\" J, ~.'~'\,..;~ i,' . I ~F!." ~~~r...Jo.",,~ '..~} ~.t<''';:;~'~.i.l~V''';.~:,il'~~ ... ~ ;l, ...r, ,.,.. , ....j., , \.....1<.(. .....-"1....:,' ....... f ,nt..: I,..~j iJ."~ ~t;.~I~~/(,~I" ~~/J..""'i,~::..' ~t:... Ti:)i' _..'; :"~1~. '-. "';;f?~..;~'".;.. t::"~4~{"~,,,'"j~:", :h '"~il,':,~ {r...~ti:~j~ ;,.....1......~.~~.\f t' ))lJ ,., '}; .r. ~::..: .:tvrr. 1,. l\" ' ~"l'''~' (, .. \1.> ','" i~~,1-:'f I .;...~\,.~~~ .....\~+:f. . J.:\'\ ,~~. ~ ,'zv.:t'flnl I,.'~~ 'P}"l: :,:.",y"..:-:,...'". M~;t f.~~.,.f 1f~i.r' ~ ..1~~f.'-..:1..~ I' L 1 .;~~ 'k.1~~!~} :~ ,:,: , I:'~\'<:('c,'.,.r . ' "'h~~''\'l' ,'" ~"':\'~,; it ~.- ~ ~.~. ~ ~: .v,h 'of .....SO.-/I; .' "'rir.,-.'-1-'" ' . ~1~.~~~.~:~fb. :>(:If~{.'.l{~ :j~:i.!.-il~:"'~' ~:~v:.: Ol~\~.r~.. ' ~, ;'ii!.flttJ/,~ '~1i~~~,~ ~ "r~"'..ic~i ,. " {, .Ii ...J ~~} Inlets when not and manholes will functioning. be designed so as not to have standing water All inlets to ha,ve manhole lids in accordance with City standards. Inlets are not to be placed in curb return. Pipes are to be cut flush with I inside wall of inlet. Subdrain shall enter structure a minimum of one foot above invert and 2' 6" below top of structure. When pipe diameter boxes, limit 3 pipes exceeds 30", per inlet. inlets shall not be used as junction For design purposes inlet capacity should be assumed as follows: 5" Throat Grate Inlet (No Wing Type (Single Wing Type (Double Wing Type * * 4 5 CFS CFS 8 CFS 10 CFS 0.',. '." 7 9 * - Subject to City Engineer'S approval only. standard inlet wings city Standards. shall be a minimum of four feet in length as per 5. STREET DESIGN: Generally gutter water should not be carried for distances exceeding 600 feet. Except as where impractical, not be allowed. channeling water across intersections will Normal Grades Steep Grades .5% up to 2% greater than 2% Inlet Spacing 600 ft. 400 ft. f) SEPTEMBER - 1991 3 -. "r ',.~l,,",".,,,, ~.:;I~.~r;'~. ".....~ ~~:f" ~.:.'.'1:-. ~ ..... I"' , .. ~f~. ~ \~z.~~'.?I~:~~tt~1~> .If:> ;".. "i", .' " I ,>,>, ,/",' ""-iJ~ ",~ 'i,..,.~,~., q". , .. . . .' I ,. .' 1 "'I'.l"~:r; ..;jr~t~r1.(:r,~ 1\~ ':1 ..;,':. -~; ':., <, .', >0" ," ~.:'.' ~.:. ~. . ,I" ,: ,}) ;~'i: I\")"~'JJ.F'",!"", ~"...l"~,.' "',.,1 ,,". ." .'..'''' \ '.' '. .. /",:',' . . ~.. ~ ~);'\i~~L...>:~..!.t;., ~<.;:;.~~:<;I.i::~I.~/,r~.'..:J..~:. :"~I':J'l>...:>:':'~~~: ';\",' ': ~~". , . ", . ."; ~ t f~ ~' .........,. ':r'll~ 1'1I)'\l".~ r'!- .).n, .F~"', . ," ,),f.. it 1\::;:' . U.' . ... ", .~..; ".~ ~P~I~~~t."~~,:.'(":;'~',"':1.';,,';"'/.i.:' \,'i.;'.",:", ~~ ~'."\' ~!. ,";- r.., '~'. t' . 't' f. 1~''''''~j!,~~ .b.+._ \l..~...".l:.,..., .~'t-..r", "'''',"''1....,,1,. P~'. \, ': .," .1 '. ;":~ .. ~l:i~f~?~~':::~~?,~',;;~::~::~:::~:~~{l/<'~',?~,::': :i<;:;~:'::,:<,;;;,:.:":." : ~ >, .. ,.",' ! '.~ 1,'1~~~,,5.~:~11'~~~::~"~":~'~jo'r"\'" ':' i..~,,~ ~:~., ,'," ! ~ . "'," '. ~s.r.:"""er~'~; ~'i'... r~ ~,.. , " . " ~ . \ I . . .);>, ,.~ ";f"'HII~'~'\'~\'" ".,.) "i"(" ',C', ':' . .' , " " ,', ." }~~ ..;....~\~.~:~~~~,:~:"f(~~:\~".~).1.1i';.1...~.:1.....:~..1." . ,,-~:,' ~.':} ; .,~\ ~"I_i~~~f.~'t~.:-""l",~,t: 'I(I.::,....~"..... of .0, . ,I' ~ ~ ,I", "...... . , ~. 1 ~.:~":}rJ{o J;1"~f..;~.r(:~;(1~,J:~~.~-'7ri:.:: (~ .; .:;.~'. . -",." 'f' . J . .' p' ~, t'~'(t; :1~;!,~,[~::...~~j.\~/~\.0(~',~\"'1.~' ~'.:: t'~; '(,. .'\ .' t I" J ll,J~;~'(~'<,.i:"'~1.;;,~..,.~~~-f"';li~~~r~-:11.""c~".~i":''''....:,, ," I.. ). " '......., . "t>" {""'.' ""f'1"I,j;"'I"i . .;:, \ .' . ",..' , ,-. ;~,.4."!.."',~,:..i!~,;; V. t.).,.... .n~ ~~":h ,,,'' ,:~ .'.. /'; .".. , . ~..ljr,tt:)\~~...."t;~....-"\~t:.t~~. '1t'~'l;} '.' "' '.- I ." \1.~,\~;t~~~"~"t;':"\I.+.' I '~"; : "1-: 'F ' "~...J'V1Xi~~...\t;./"!~'~1~?~ j-lll.'~:'~'~ I I ':,,;:;;:':if;~f~~/{';j;\:'~f'< /,:,;:,- 'i}:; . ~, .': - ' l..\..~ ..~~~~> ';.i'tn/.'ii'\:'V.,2 ';.,. ~:- "\ t- . J~i'~:H~~_~':';;f~,:~,V':'i.:,~f, ::: ';., . ' " ~!... ,t' " \., ~ " t -I- , i: .' \;"~!lj{!f,;j;!;J ';; :,",. . . ';,~ ;'.,,: ;\~'?r;'~t:j" ::' ~':~'::':',,?~;'?\,:, ';.';: " .':L,' ': . ..., ~ I > ~. .'. ;" ~ I ,"+ . ". ~. . . r J. , , ' l","1 " , , " " . , '.j':,t. " i.' , . I. ",). .~. :~~. " . : >, . : , . c, ....1 ." 'I l .:':':rltJ;~:.~~~ :~i'j ~ :.... h,t.. '., 1 ~.. , . .ala.'V,i:t-m>,.t"'~r!::"'t.;\""'N' ........}.,~ ~..~..'h ~. ,,'f. ~:~~~~~t.~;~;~:~. ">,,~: ';'1,. , 'I \ ~'. ~. . 0;' " .:',!.'~ ' ::.::'c.'c,'~'. ..I~~:: ~., '~, .. If!;,(r'";)!,'!i{, i' .:. ,: < :; : ~, ' .. '." <, ,~; I~ ~f \~:". '. .... I. " , , .. d \ '''\'' _ , I .}?;;:~)t],~~{'~1',I;!:;';:::'t:'c,: '. '" ,~".',., , ,..' ....1.. "'. '1 1 , ~ ~,.:~.~~t~~e/~~~~;;~~~ ,~.;:.~ ,I (;;',~::;,::);:'; ~.~.:::,:',' .. ' .. . d" . ',' ';' .' r~' 'j' ,~, . ,. . :~;;~ i;J~1!;;j~tB1~iif;"i"\~'\,i ,,, '". ..., Lt. ,< ,I.' ..1.1.,,,, ,., . ,"\:.\;1.'T~'l'I:::~ ',',~;"';..~""',~ .~r ~ .:.~-,t~~~".. r "l' ....,..'~" ,'. -'" ~"\l'l' f '''r ", ~;iJ~1~i~~1,t:j '\n;Jg~;. '.'..'01' '<"i"" ~'l'\"i"':':'\-'."'l,I'I';""" .'.- ".'.. J" '"',t. 'j~'c~"'''' ~ '\",.''':''' \.....,.'.' .'-~.~ ~~\~i,)i~}~jrii~!f,;~\;t;,!~!~ t>!'.':\'''':G'k'~'t\L,.,!..~,-~.1-t ..,1'+'..0" .,' ','" .~~~~~.r~ ..,I'.... v;.....l',;r .. \.~~~ .. J. :!.1,' i^",l::--X.~I";f;i~i.t\~'~'" <~lf/:;>t ;;'2"L:~'. ~~ ~..'\:..~'"}r.,,'(ff ~\~ :I~:~\.~'i};. :t.;',i' 'f; ;~~~: :-);~: }.:, ,,\",'''{:'\J,vl'{j;''\.i'f'~''lf '11.1-""""""1 :::.~;.Ir.i!:\:tt lj~i ~l~i}~~~ 'I~~[~~<~:: .~r~::,; f/ : .t..' ,;,,~~'If '~l1F ..,I"l;~" 'f"'~' ./Jr' J J,,'- t\;;i~~c ~~ :l~,~i<-f.;jl. f'r{U'~H~~.~}.~t~~~J ',h,{r. ${.;.:bl~'.:;!:t'1" -'I'~C\a',: i'{,(~",,, """"'1"1 '''1 ".',...,.{;. .'1';',. '!11~':~~:;'~ +. ~~~.ri~:{i~~~\~"~~>:~ ';:7.~~? ~.~. .,. '" e l~",,^ ....., 1) . t 't' -" ,. ',' l~'~!.i~ ~t; ..t!'f' ,:~. f~;~:/ ~;~ p ;:> (':;~ ;~" l. ~~':~, ~~(~t~~~~ ,~:t.i:fih~.~~t,:'t"i"!.f,.n":(;:t'~ ~<.'.} dn,t. .,.,~~...,t\'~~'.'.'+1iN'~)'1 f'>";,.I"" '~ .4..' '. '.1'..""'>' "",~","'~j;.'"" l~;ll" ~ .J ~r;.l':{ ij ''1:~lf(;>;,,'ltji . jJ- 1- ='I{;fi\",hPi~\lr/;\. ;.. . .y.!"r,.,t~~'.1,:~.r~~~'1H!:t'~'. , ' .!.... 'W{~'J..lI :'r.-: .J ~-'''''~ J.g~.") 'iMi<<--;\I .fl. ~-<;,y.."~ ~I .~~r..JLl ~'~;' i} .,^"jt:~ !i 'l"i1J.1~':~, ..,\' ~:, :f" 31~~ t' "j , , . .~' ", :~ 8. STORM WATER DETENTION: o This policy is to insure that runoff will not be increased beyond its present state by development., It is also intended to protect the quality of receiving waters in the city from additional pollution resulting from new development. The design frequency shall be a 25 year storm based on rainfall intensity graph for the Clearwater area. The duration may be obtained from the Rational method for areas up to 10 acres. Design variations may be considered for areas less than one acre. The runoff coefficient differential DELTA C is obtained by subtracting pre-development coefficient from post-development coefficient. l ~..1 For projects greater than 10 acres, systems design must incorporate the u.s. Department of AgricUlture Soil conservation Service MOdified Unit Hydrograph, or equi valent as determined by the City Engineer, in conjunction with a SCS Type III rainfall distribution curve. For average watershed slopes less than .5%, use of the Del Mar Va Unit Hydrograph, in conjunction with the SCS Type III Rainfall Distribution Curve, will be required. 1- U In the case of redevelopment of land upon which no stormwater attenuation or water quality feature exists, or upon which the existence of such features do not meet the standaxds applicable at the time of redevelopment, the redeveloper will be required to provide facilities in a manner similar to an original developer and in proportion to the extent to which the site plan of the property is affected or disturbed by the redevelopment. In the methodology for calCUlating stormflow from property undergoing redevelopment, the pre-development volume of runoff will be calculated by the use of a Weighted Runoff Coefficient taken from the following table: PROPERTY DESCRIPTION* WEIGHTED COEFFICIENT Undergoing redevelopment and not contributing to an existing flood- in roblem *** 1/2 Actual Undergoing redevelopment and contributing to an existing ood ob e .20 Undergoing redevelopment and contributing to an existing flood- ing problem for which an attenuat- ing stormwater management project . u de co st uctio 1/2 Actual * city Engineer shall be the determining authority of the Property Description ~ ** In no case shall the coefficient be less than .20 ** To be applied only to area of property undergoing alteration *** situation wherein property damage occurs in a 25 year - 24 hour t SEPTEMBER - 1991 5 .~~...-..~. f .. 'f' ~ .' J~ . . :... . -. , i~.', ~ .M-~ .........'r<.~.... . .~. 1-;~",\ .'.11<'" ~ "~..:';..r.,,.<:'.' .l~"'. :. : ." . .. . ;. ,~. I ". ~ ~ , " " , ~ > ", ~. .' '. 1': = .'~ -!" .:...,-.... : -_..,;:~.",~:~.;~~%j(';':'~:.:;;iJ.';)J{:~\. ' ..' . ""V ".., \ "\ t.. t, ~,~'~1 ~ j. . t .:-r,:,,:,,,,,,,,.;.t' ~r.,f').~:t,.,.~..~ ,. . ~;.~'):;~"~i~:"'~r.~.lr\l.,.~;::~. . .~ .1-, 'i'.,L~ T':-.~~I;"'. ~ ~';,~:, "";;"-"/.';.;_Sf~.....~\~~...' ~~r')~ .~~,~~....... :,}-""..",'f..lt.. i,',;:sj';~~(,::J:~titf/"" i"'i ,..,,} ~'J",,;:"""~..!.d:,.YlrL. _~, ~:?~.?;~~~;~~~~f, ~t. ,.~,'\'~"A"'~"(:iJ""k .r; ):;L.~~ti:Ir.~':-.!\\ _V::v" . r ~. .,~ ....~t,. " -:r- . r>~~f i;)~:~;'~/i. P.~. '} ~."'t~'t~'t'.,.WI-'\. . ^....,:,'~{~~\ . '.'~ l'1:1\'1~~';" :".' }':-t.1 1f'[il' ,~W~!o1~};~ .~, -; 1~ .j1j i"i'.,'t: ,'tlf, ~t~';.: ,,;\. Dry Dotention systems Dry detention systems are those that under non storm conditions are dry, ie., has a grassed bottom and side slopes that can be mowed. These systems shall be designed wi th no steeper than 3: 1 side slopes, preferably no deeper than three feet deep and drain dry within 24 hours or less. The side slopes and bottom shall be sodded. Orawdown may be accomplished by the use of underdrain according to city specifications or by percolation if the soil conditions permit. At least one soil boring showing soil profile and the seasonal high water table shall be provided with the site plan. The soil boring shall be located at the center of the proposed detention area. Wet Detention systems I Wet detention/retention systems are those that under non storm conditions are designed to have a standing pool of water. The design shall be in accordance with city Detail Index #227. All wet systems shall incorporate a vegetated littoral shelf over 35% of the areal cover of the pond under normal conditions. Drawdown may include an underdrain system, natural percolation or slow bleed down system. Underground vaults are not allowed as water quality facilities and are permitable for water quantity storage only as specifically allowed by the city Engineer. Detention Pond Walls r.. V The use of vertical walls on the sides of detention ponds is discouraged and will not be permitted except as may be specifically approved due to reason of undue hardship to the developer. In no circumstance will vertical walls on detention ponds be permitted adjacent to rights-of-ways, along the boundaries of adjacent parcels of land, on more than two sides of a detention pond, or any side af a pond serving only as a water quality facility. 9. BUBMr'l'TALS In addition to SUbmitting complete plans and specifications, Engineer shall also submit the following: the A. Drainage calculations or computations inclUding hydro- graphs for any detention areas, retention ponds, complete with cross sections. B. A scale map or plat showing each SUbdivision drainage basin, as an aid for review of the proposed work. A minimum of 50 feet of topographical survey shall be required adjacent to the perimeter of the proposed site. ~ SEPTEMBER - 1991 .7 . , . ,'" ~~r~I,'r.. .~.; l...'-.<. 1~:"'I:"';' "i": '. ~~.;~~'~~,1"s"\:,,,:,'\.;.~,,,, .~;"tr.1 '" ., n . -,' . '.:...f, .i. ..' ~... . .:. ~ t .:' , ,... 1t....,,;: " . f2!;~~~r~~:\;;~t~Wi:'::';;':,"':, , ", l ,\;t'~'f~ n./<<"< ,,,,~,,,'L'~ " .." ,l ~::~'",:. , , .::.: " . '.' ",,,, . t' If ..". "::':~:i:::~:'?;::\'V,:"" ,,:r- " .'. >:, : ,.' :(L'.: ;;.,(,t,::,'~;~,";:'~:'. ;~, :~/:~:',:;:I";';' ';':~'~~ ~t ~S ~~";:~:'~': !~:::\"<~ '. . .: '_' 'i d t".;' ~'~I..'J....,~+ ~\J:"') . ~~ ~r'J~". .....~lI! ;~;. \, \" \, i :\'"l:r' 1 Jr;!, 1 . .!), . ~." _ l '..f '.;,; : ~ ;;4:~~\~(~,~ ti.;~;~'~:' ~{,i IIt.',_ '..~ \.;.:. .\~"':: r:~~,li ::J; {:,-;'!..~ /f}',~'~tf ..~~ ...~;: \.~tP.) , "': r,..\: i r("1!o;.~ l~r.Y,'\.::: '.~;" 11'; 'j:' ..' ~'.\.' ..t'"~,, ~/...trt.. \.1r"l~~:~'f,r.Jr:{'1 \tN~Y, J . > ,':', ,." ~.l: :."y I ~',>~::j~' ~~ .: ~,~.!. ~ ~~: ~ ~t j~ - . f\.; 'i, ,'," ~.<I"'-l"~"'~ ~t1.;t~~\\-(lt~.~ ~:: ~;t: ~";~i J,1: J ~.. i. >., ': ~ II. ~':, '~'j.'.~J/'.I'l' \' ~.. l~I",j~ I ~ .Il~'~ L..~>".'/r"ri~{;+~~l"ti;':';ll'f~'\.f:.~:. lJ~:"" ., ~," .l,t ".('':-~'(. t ~.~....\ '.,,':t, ~I .\.io..~~/.l -I,.. ~\ .... '1.'" <~IP' ~.' ''-T. ~ '..~/ 'l."",t'l :".~ ~t.,',~,,;;' .1\"d""+~'~I.,,~;.-\~(.~t~';'~1fJN.,;j,~h,~ . :: < ~. ':4' "': j'. ,'i ~:"~D .~'L~"'" :~.i: '. : :/t':: .'~.~, i. )!~"l' ~~:".; :'J,'.~"l"~'.i~~ 't;'~f~I~I;~~!~.;;~.~;i: ;. ",N l" r"'("I, !~~j'~' ~':-~"'''rl.';: i.' .....,~,:lt\;~~;Vf".~/Ll1~~~...,~~-0':}:,1 · ...',,:\ \~~;,::g",: '. ~ :'. ',,'~ :;('~(~'{';.t1jJ~1:~ttl1~'.. ~l"!, '.Y .~. '. '>"::\," . ~ " . , ~~, . I " ~. . : f ~ ., .:':\ / :.: l. :.\ \. .', .' ..... .\.c.t. , . f. . : . :'f." ..~ 'r' r , r .' I .t. .. '\.'U~ ~I"'. ~'r".. .'. , :!K.:h:.l. I..J...'~~~-d'vjJ. ,. .'...uj."""'.... .'.... . I , ! .i ; VOLUME 2-PROCEDURES Florida Deparlment of Transporlalian Drainage Manual 6254<<)-205-8 pago 78 at 98 . I . ::\ 'j :1 l~ ~~ M C\I o ..; at CI;! ": IC! III ~OIco" to In .... t1 I '" ~ N @ 10 .... 0 .... en [t :::l 0 J: ~ ''It M ~ lt1 ,..- '. "':1 . ,.[ 1 ~ I 'I, ''It I ,~ ". , , " ...., ~ ., " I, ; .;..' ...' "',1 .' ,,'. ':',:;.'.' ...'..,1.. ' i, "",..,. . . '., , ':'~" :t,'i...,.,,;~\"~.....l.';../ ' r . ~ . ~ .. '. . : ',:, ~tL~" '.~\' . ...~ '. ~ '. 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'. t'; , .' , ',' . < "': .... \ ,,_ 'c'<>',.:' J.,. {, ~,;~' 'l"\::'~FI~)"':1 '~"~~';1.~:q,f~~}}r.\<~'~'(, !'J,'1n:.........l.,1,,~.;)-.~... :}~l ~~! ~J...,I;~,~,:;~.:t...~,.".,.I:..l::.t~\:..,.~;~'\f;,....:;......~ ::~.......,: ..\:~ i.... ~'.' ,~" .:~ ,...........::jj'-....;.......~.Ji..+-i;~~.~~~..~~i.~.V;~t1I~:~.,... ,.O.~.~~I ,.~"fi:~:fJ....~~... "",.ll J., ..x.... >4~~. i.t -:.. .....ii .,~..i'J f ,_,.'''. ~..t" ..., 1 r,.t. ,~ . " j;;-.~.. of .. ~~'</~F.f."....':'II:~ 'l. \i' .Ii -.... ."" ~.~W'~\"...:?' ;!~P.~t~~~;f,i ?l~~.;',~~~:f~~!~%)'~:;i~~~i\i~f\{;D~~ ,:11.:: :)~~. ~./,<:: :.'~ '/. ~;. " ,,<,,, :':: <, ,,'. " . ,'\i.. .:~' ~:.:( .'~' ;~!;:-:.,'/;.:~~)~:::r:~0Iy;~~~X~~:&M~t~~~~}1>;f~~r.,!,';",...;. ~ "_/~;~~' ,~ o Overlap filter material 18" across top of aggregate. ., Backfill trench with select pervious material. Perimeter of aggregate to be fully wrapped with Non Degrading Fiberous Filter Type Material as Directed by Engineer, Mirofi 140 N or approved equal. 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'-:, ,....~ ... ..~.-!".:"l~....."-,"i:...~;-::..'nI-t,.".I.'>llt...{,~~~ "J".. b V 6- '0 ~ 15'-IB' CROSS SECTION LAKE/POND N.T.S, H.W.L. N.W.L. 15'-IB' NOT E S I) Li 1I0ral Shelf ood Upland Ar,!! u to be VeQelaled per ~1I)' RequIre- ment,. 2) Oultall Slruclure Iholl Incorporate Subdroin wilh lnverll No Lower than Normal Waler Elevallan. Overflow Ihall be Itl 01 HIgh Waler Elevation. 3) L~nglh 10 Width Rallo of Pond ,hall be No Grealer I han 311. 4) Exceplionl 10 this Quilln ma)' be with Approval of Ih~ City Enllinnr, on a Cou by Cose Ba,is Only. LITTORAL SHELF DETAIL LITTORAL SHELF N.T.S. ~ c , . B/B5 AOO. '10 !faT[ II AOD.IUIH a T lit r CI lie III ,flO II CITY OF CLEARWATER, FLORIOA ENGINEERING DEPARTMENT WET DETENTION I RETENTION POND weB ,... . ~\~i:};\~',;'f:'1 ~ o , ...L- \r!;''',"}ljJs;.~t~......~ .c-~....<Al.ol' i.-. .,~~.;-r""""""",(\~rv:";' 1t.J~,n'1-(1~'\~~'r. .r"'(;~ .......,~.-';,~~.) . ....~I;,t~i~.(~j--=.t ~'f.'i"-<<~ '!r~~I"A~I""""'l....,r.""'iNr~"if\~)(:"")' I ." ..1: . \.~. ~'.d' :'J' . ......j:.~, .:~ :':" ".1'-..1- '... ': ~ ,-: :<':..:~' \.~ }, I.:"~' . r~-,l. ',:: -J'.""'~': _'" ~~.-/,~~~' . .t: ~t: '~../ '{.;,,1 . ",,'" .' 'j ., ',' !~ '., " .. ~ .\ .' I, ; , ., ..1 " : \ :, \ " , ..~: . '~ :. > ~ ." . ..... ',' .1 . .' , . , .. , .' . . ,. , , " . " . '. I .," . ."..'..:...' c)<',<.~: ~ . ~ . , . '. c ',':..... :~'~ I... ,~" .... .' : I l .~... ,,", . . I ' '. , .,.. '. ..:>:~';.,J:>'. ~~:~~T~C.; :::.. /~ tj' ,I: r " c : ~. ", ".:,,~ '. . ..' '. " - . ':" /..>.:).>::'(~..; :.' . 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I {,:....~,.';.j ~ l ; I 9;<:~ ~;, 1,'1 ';.ll~,t..i~':/:( I.. ~ (~:,. ,r~ ~"I;~;nJl}": fl~.j"112~~ '. "IF'''''J''''';~r:.r., 1(/,,> v.,' " ,,"..1- f..~"J-U~~~l" 'I" '~I~"<"f..;-::'k a:.., ~"'. .'c\{!}r:ij~~~t01~~'~ '^;( ~n ~ : J.'~lh.,~,'r.""':'\."'t): (, . .....:\' A.Jf:l:"1 --::.~.._u '. 4;/ r;.,.t'J" I': ,~T'jJ: .. . t (~I.~::,.I 1''''1 ~+ . lIt' ~L' -'"' 1 ',~,?) . A-~:..; . ~;;tt . .. , 1 COVERT & 21MM ET. R A. ATTORNEYS ANO COUNSELORS AT LAW ~. 'I .,. " ! .- ,li,!~ :{":::i,..'::t.., ....,:, '. ~:. .:.;~+ I'., ..f.\ ~~ . ., t ~ '. ~ . ~ .. ~:~. ~.\~~;'..',<~T.,.. : :.,:'}. :,'~': ": ~, ;: '. .... '. . c . j . ~ ' . ': ,I.! ,. I j : . ..' f,:~ t' ' . . ) '{' \' , .~. '.,.... ..~:,. ~ ::':1"': ; P' .' . ;. . ~.. . . '; ~ . :: c ' ~;:::~..., ~,~:~:(~ :'~~.-;'," .~~ '.' ~-/: ...:.::.~.'. ... .~. J . I.. r-,.. . f ' ,.,. c ,t.. + ~ '. '1 ~ ~ . i . [.,~"; '. " ,.,."' 'j"",.."l.,' ">. I"., "'''.1 """",. N'", . "..' .[,..........",'.. 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't l~'fi~,.~,Ii:f~~\~ '~J)' ):!~l' J . ~\~l'{:.it}::'f.:.;:i~iJ: .)j'''' d"/. ,.~,' I ", .J~'n"'<f'~!' .~, >, J. . "... ' ~;'j' .) , 1\, !"}~' , ~ f; !.~, If.. (iP~ ~,' :\$' -<t.... H .......! '. ,~ . ~11\ t""1l}' ~~ j: " '~,~'t~;~i:~; ::,r: 1if~"Vr. ..~ "J/';1:';j; ~( c ~ .};~, !~~: i"iJ i\'. ,~t . \ 26S5 /o!oCORMICK DR,VI: CLtARWATE:R. F'LORIOA 34619 lel3) 7211'6744 rACS1MtLC lel3) ?le-oOl5e 1'11:11. R, COVi:FH AL"N 5. :tIMMIO:Tw ANORI:W .J. SAL~M"N III AQtoll_nICJ IN rLONIOArr. .. 'THI: DI.fIlUCT 0'- COLUNBI" MEMORANDUM TO: The Honorable Mayor and City commissioners FROM: Alan S. zimmet, Esquire Wfr co: Michael Wright, city Manager; M. A. Galbraith, Jr., City Attorney: Leo Schrader, Risk. Manager: and Jon Marcin, Gallagher-Bassett Services, Inc. Appalachian Insurance-Clearwater city of Clearwater vs. Pass Bridge Claim RE: DATE: August 26, 1991 After being retained by the City to represent it in its claim against Appalachian Insurance for insurance proceeds for an incident involving the Clearwater Pass Bridge, I have been in contact wi t.h Appalachian Insurance Company 1 s attorney, Paul B. Butler, Jr. Our correspondence led to a meeting of August 20, 1991 to discuss this claim. At that time, Leo Schrader, Risk Manager, and Jon Marcin of Gallagher Bassett were present along with Paul Butler and two representatives of Appalachian Insurance. During our meeting, all parties agreed that it would be in their interest to attempt to settle this matter without litigation. We all agreed to "strike the iron while it was hotll and begin negotiations during our meeting. The final offer made by Appalachian InsuranCe Company was for $400,000. At the. meeting, Leo Schrader, Jon Marcin and myself agreed to recommend this settlement to the city Commission. It was clear that the settlement would be subject to the approval by the City Commission. The City Attorney and City Manager concur in our recommendation to approve this settlement. The proposed settlement is recommended for approval for a number of reasons inclUding the cost of litigating such a case. This case would require extensive work by experts to prepare for trial and establishing the cause of the slumping of the bridge in June, 1987. Obviously, there would be extensive attorney's fees as well. We estimate that the expert witness fees, attorney's fees .....~.----- - .... """-t!J ~, ~. .' : ~ T.. .... . . '..!.; < ..' .>t.~. I'. ~",., ,:.":.::.:/>.;,' .,' I,' .........R I ~ '. . ~ , t , .. \ " . ~ ~ ...... I I. \. 1 ',J". .......-, .-"...'""'1.1...... .~. ~ \........ t' :'..:~.1'<. 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'. . ~ ." . ~ + ~ 'rO' ..~.."....~.~..,. ,.",~___._ ...T.... ) ~ :~ FULL RELEASE OF ALL c~~tMS WHEREAS, it is understoorl and agreed that this is a settlement of a doubtful ~nd disputed claim as to coverage, liability and amount; and by making this payment: the APPALACHIAE INSURANCE COMPANY makes no admission of liability but intends me:cely to resolve controversy, avoid ,/ litigation and buy its peace, THE UNDERSIGNED HEREBY AGKNOWLEDGES t:eceipt of a check in the amount of FOUR HUNDRED THOUSAND AND 00/100 DOLLARS ~ ($400,000.00) made 'payable to the eIn OF CLEARWATER from the Al?P.ALACHIAN INSURANCE COMPANY, in full release and discharge of any and all claims and demands of whatever nature agttinst the said Company, its employees, agents, adjusters and attorneys, for any action or conduct of the Company, its employees, agents, adjusters or attorneys, in any connection whatsoever, includ:\ng but not: limited to any and all claims, whether contractual or sounding in tort or otherwise, which include but: are not limited to any claim of defamation, intentional or negligent infliction of emotional distress; breach of fiducia~ duty or any other alleged action or conduct of the said Com~any, its employees, agents, adjusters or attorneys in Qny connection, including claim settlement and handling procedures, arising from or b~ reason of damage to the Clearwater Pass Bridge, including but: ......~..- -. . 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The amount paid includes any claim which the undersigned has made or might make, inClUding but not limited to property damage, extra expense, loss of income, interest, attorneys' fees or any other expense associated with or arising out of the claim. '" 'IN FURnIER CONSIDERATIO:N fO,r the payment: of the sum of FOUR HUNDRED THOUSAND AND 00/100 DOLLARS ($400,000.00), it is e~ressly understood and agreed that t1;1ere aJ:e no other claims pending with respect to the Clearwater Pass will be . submitted to :. Bridge and no claims future, the APPALACHI~l INSURANCE COMPANY in the under any pOlicy of insurance, with respect to any claim arising from or relat:ed to the Clearwater Pass Bridge or the superstructure compriSing or conneci:ed to it up to and including the date on which this release is Signed. DATED at County, State of this day- of , , 1991. CITY OF CLEARWATE~, FLORIDA By: (SEAL l Its 2 ~ .. J'i'>T' ..~ ,~... ' ". ~~~Jtj7""..... ~',~.~. "'~';.~.'" . ~. 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"; t..:;.;;..~:' il~~J ,J;-.:.~ ~ I. .,: .;~t:' ~ ~\:';~l'~..~i"f=!I:~:~">:~r~ ~"; 6. \, ., (<,,~}..~r'~q j.{::I(~" ' ~ .: r;;-<"~~~""'~'~n.;r;,t.r' tS~~l ~{~:tA~~~.". . . . ~.;.rr. .. > Iool,,o:"...,. ,.I ~ · ~!"~'~:i1~r.fl:t~l d.t"'~ . \1'..:i'1H""'" ". t;ffi.; ","'1"'-11;'\" , .."'il,. . ~tJ!tr ~t, :t . ~"".f..t* f\:~1 ~j~~r~. . :' . J ~.~ ,I ~~,~ lJ' STATE OF ) COUNTY OF ) I HEREBY CERTIFY that on this day personally appeared before me, an officer dUly authorized to administet: oaths and take acknowledgments, , the of 1:he CITY OP CLE1\R.WATER, FLORIDA, 1:0 me well known 'to be the person described herein who executed the , foregoing Full Release of All Claims' and duly acknOwledged before me that he/she is authorized" to and did e%ecute the same for the purposes therein expressed as the free act and deed of said CITY OF CI,EARWATl;R, FLORIDA. IN WITNESS WHEREOF, I have hereunto set.my hand and Bffi%ed my official seal at County, State of , this day of , 1991. ~OTARY PUBLIC ~734G '" 3 -""~ . ,-", - .' ~-... , 1 ; .}~~':.:",;,.;~:~:~:~{~(~'~~::~,i~:~',:~,:~/;:, '": '" ' ':, ' ': ." ~ .'<I}";'~'fr.',rtr"l.' './I.'~~', ~'. ~,' ..,,\ J""'~:~;if~~~ ;"I.~}~~~",~:.{L:1\;~t~.'~.~~.'-~::":~~. ,~', ~. ,',::'. r .~.. . ~-\~flfl.. ..I......~)..'jj(7t '.f'P ~,', ~\, .'" .u' ",', I '..". '~.10t.;. ..l~~",~~-.t,l'''T::: \""....f , i ( ~ l:.,,~ : .'. ~ ."; \:. ':qt'~;\~ ~~l.r.~t'ijj:\\/ -t' ...~~r A.:.. \..' 1)' ~'.... 't~ 't c' ~ ';~(~:~/i~:~~~:.~~~l'1;(~:i~.;7~:t'1.~~<.f'!~~ 1<' :~. ~~) ~:L': t ~.,..~: ~ . ~t~.~.~i'r1;,.,'f'\ir./."'~:;'~~':.\"''''.J""':t'~ .....--1;'.'1' {.'..,. . .' . , ~ '~ ~.~~:,tl~{;t\~':~~:::li,:~'";/.~~<t.~.ri: ;'7~:t:-~ ,'" <~': I' ',:' 1:\, . . l,.."I.,.a,.~}).., ".} I.. \ ,,,, .... ,.. " " . . ' : ~'J!:~r..~~.:!''.,.t-7,^l.::;~7j~ti ..l......".~......,. "'.' ,'r -,.. " "p + " , ~. ....'f.1' _,..~r...." 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') ~,.. ~~. . : .,.( /' I "~~1' 0" ,~..:~~"f,-""l. ..,-(~ ,\.. ...;. ~ -: ,,- ~ r.j;~.:;:'\;~i;~!~S~.:': .,~,~.~~(~J.'J:;:'\.'~ ;; ;0 -::;';"l~};.'r;::,:; . .~.'i;'i" '.1\-01,1. (I,'} "~~~;ril'. ,.: .tA;, .. ~~. .. .'f~~ .........;,:.,~ 8~~.', ;1 ~.1J~ . '''(~..' ~,"'\._:':~ t......"..I~...J~i>d~., j!~~oI.'l41~~.~~~.: , . ' \. , . I I, . ~ .. r "_ T::. 1'\" I.'.,..... I).~/ 'L:::~>'L~I'1~';(p~: ~ I. ~ : ~-;, ;.~.~~, ~> t...'1 ....~ ''''''Jt!.~1..'...' ~,,':'.\J~':..""''''1;:iL..'.t.l:~t\....ti'''..iI.t ~-' .1- , " ,.....'.::,.1....\1....,:. ..l.j.,~.>>v......\,i. .....'..(J-t.l-o~.....\.~iltZ'l-\:J.;I..... j....~v-t-...-:-7I..oJ,. '.~. .' '. ",.,~. :,;~ ;.-r)...:.,).~)(...\~l~:?1~~~1~~~1t~.'~.~:(.}~I~{:~~:i.~..j'Jl-;'1~~~~' ~i'~.'f~;C ..~. +";,i . . . ~~~~. ,'I~ ;~':~~<~~~;~'~~':'J;)::\':,~.\~:i~+~~~>t~\~~~l~i;.:r.<~\~.::/~'i!'~;~~~\~~.:ii;::~ ttil ~ . ~.~ . lj .H.....:~ ..~ I I'..ld~. J;'[.~\~~..~~,~.~tf,,1}1'~"'~'~".Lr~~~t~'~ ~~f" ~.\:~~b1' " ,,:"'. l< ',' ,".','-:.1",' "'r",),l:~.~'~'., ";;,,q',\'~a;J't!;>I~h~"'~!J;~ ,j(. . ~ ....~:~~. ~ ""':<'~('~ ~~) ~,,~~):'~~\!7:J~;:r'~~';~:t}l~"~I;l:'~~~.!~~:'11~-ri.lr~~I~ ..~, 'i .,:.,.. .~I..,.. j' .I~, ...,....'";l.;~.)'lr",j'l,\'.~:-'..~.I....,~.I~;o~f"~:lf...;"'l, ~ 1 '.. ,:~ -: t ',.. ~a~~ ~ ,"l if ,'~ ;';'I;'I'~/".' 1..1:0{r~ .\[tt~\\~ " a. "":. I '.' ~ .1:'....."~, ';'.~\+~''''~. r ~,...''t ~/,:,.'" ~;~I'~l.'I.Ii';--~ ; . "I , .~. ~ 4-, 0, / \ '.~\~I 1:fi'" 1)'"\ r': I; .:.t 1'" " ;l~,.;~ r.~ ~f';' ..t '.. ~ . . '~~'l"-: ", :i'.~l,:~..~.~~>!..~:..~~:~.;~:~<~+t:f~~J,~.,~'~:~:1>~~~~'~'~1}, .-i~~~,~.'!'.i~~.{.t~~, \ .. ," .;. .'. ,,) ,:,:,'. .,.:.,l""''';..".:~,I;'~\/f~t{ ~'WW.r.:~~~,~!f;r;" . ,,' : " .' . ....:,' .: .~'.,\, : "';." !', ",' ,.r.~,;:;!';;'!!~',~:~ ""i'~j~/:~:}.~Wj;!'" .. > ~ 1>: . '~' :1 ~. " I . . \ .: '/ .'. j ~;' /.\ '!< ~:~ ,:'~'l{ . ;~1'~~ ,jol.~:.?~~ ~i)\-,{ ,; . ' , ,.' j .L'I'/,~ {:!-.,'".v.lJ:\fr1 ..,(\.......r...,llJl'IG,1..;..,\j: . , ..... ... .,.' ~ '. ,.e,~)l."II""~)-/:" . "'--j.=1", ~. '. \, , l. .> :. ...,~: .,..t"~ ~;...,',....,~ ..~~,~~:~-,..~)....:!., \,1 >"l'.. . ,~ J '" .~~'.l..... '-,.1 t,Jt')j'~"'-I...."i"",,~' .~~\. ,. " , ' '. : '..... ,. ':', '\:>\I:it'Vfdr.:.7~1~~"" ," . J "~ t\,.. t~I,",..l "'",', '" ~11~4 . , . ", ,d .\( '}~(:';;'i:\~;l;;},;N; " . -c' .',' \ '. . .. ,. ~ ~ \ . ,. I' I..:' ~. . , ". :." .', ' ,: . ~ ". ~ ..j;' . .:>; .' .1. '.+ j " . ': .1. \'.. / . , , , " ,. ..Ii " " '. .~;~;~'~;:~i;):::,~ ,.;~,.: ,; ..~, ,<,',." ~ ~ " .... r 0 r.:: .'+~~"~ o' ...,.:..:'..";;,~:~:-":.\.. CLEARWATER CITY COMMISSION ::t:F 4 Agenda Cover Memorandum~ m+o 1Iem * " . . .........- .'. . (J . Meeting Date: ~ / :! 9/ !Ii Subject: TEMPORARY DECREASE IN GENERAL SERVICE SALES CAPACITY, SERVICE AGREEMENT NO. 4266 Recommendation/Motion: . . Approve the attached SerVlce Agreement #4266 whlch temporarily decreases the General Service Sales Capacity with Florida Gas Transmission Company anu authorize the City Manager by and through hIs authorized representative to execute Service. Agreements for decreases in capacity allocations. IllI and that the appropriate oHlcials be authorized to execute same. BACKGROUND: Our natural gas supplier, Florida Gas Transmission Company (FGT) is an open access pipeline. In November 1989, We entered into a 5 year service agreement which stipulated daily quantities of gas to be used by our end users at quantities projected through the year 1995. Under this contrct, we pay a commodity charge for each therm of gas taken from the pipeline and a separate ltdemand" or reservation charge for the total amount of therms reserved for use. Because FGT contracts reserve gas quantities at amounts expected years into the future, many customers are paying excessive demand charges in the early years of their contract for the guarantee of having sufficient gas volume to meet expected growth. To compensate for this anomaly, FGT is required by the Federal Energy Regulatory Commission to allow local distributors such as Clearwater Gas to temporarily relinquish portions of its gas reserved under contract on a month to month basis. The temporarily released gas is marketed by FGT to other potential purchasers. In the event a purchaser for the exces~ gas is found and approved by FGT, then the demand charges owned by the entity relinquishing the excess gas are waived. If a purchaser is not found, the demand charges must be paid by the original local distributor. The staff of the Gas Division, along with Dan Deignan of Finance, decided to temporarily relinquish some of our excess daily capacity in the months of September through November in an effort to save on Demand Charges. Fort Pierce Utilities Authority and Florida Public utilities have stepped up to take our released capacity for September and November. Clearwater Gas System will save approximately $2,800 in demand charges from Florida Gas Transmission, by relinquishing this capacity. No other public or private customer of FGT chose to purchase the excess gas we were willing to release in October. Clearwater must still pay the, demand charges on this gas during this month. -0- Telal Commission Action: o Approved o Approved w/conditlons o Denied o Continued to: Costs: Reviewed by: Legal Budget Purchasing Risk Mgml. DIS ACM Other Currenl FY Fundl"g Source: o Capt. Imp. o Operating o Olher Nth Nth N/A Advertised: Dale: Paper: !XI Not required Affected panies o Notlliod o Not requlr6d Attachments: Service Agreements Appropriation Code: o None _.....~..---.~. ~ I ,. "'; '",: ; 4..., I c \:'~,~ :;;;:/,~;..\~}:{.t:~i~i', i ;~;;f\i~f.,'~i~~f;, . j. 1<"'). "'.'.....~ "J~ 'h~ '. "'~.' ::l~~.l('~~, .:'~f''';~r''''{~\,", ~ . t' ... ..: '_, \\~.,.:r\;CI:,'1~"'" ~.. !'- ..:.,~~I~/l :':?~jIY/(: /~~",q:~: ~!J '~~l !;~~:j~!"IF;;~!o :.' ", ~~;'~}l-.::C~":'l..:f}.::~ ' 1.]<,. ~. 1~t /. (':;t";'&,t~;~;tl~~ ",'. ~ ;.~~1:. ~:+~ ~..; ,,~:'~'i~i~~f :/li''''~:J:J .r ..~; ;:(:"';~/:/~'''It1;-:~.t {~~~. . ,,: : .:.~,:.~~r". ....!~r. ~.~'".~~~\!tA'1 l ...... ,~ ' ...."- .....-:".,.\ ~ I ..".1..~.t:." 1 ,'. ;. "'IV. ".i~'....i" ;l>j~ry ;, ~;,-:\;...).:.'2:': \;',~ ~?^\~~[~{i. "\~"!"",,~;',t, :'..-~'~ i~~i \:'~~~"~' '"w ~..:'.. t~"" ;"\t'~"TI"~j."...."i.w.l, ~'o i~';~)~'J.\~~~: ,'.tf$lY~~l€~: f"'~ k."\r."~~2~,t~iH""~':'\ r . t~f~:,,:. ~,~t-".r} ;":"?:1!..f~~I~I"~ l~ - ,. . .{~ (; :,~P~k.~;:.;.:.....,,~;J.~l':\{i~. .'~v '~.'Hr~.."."...r:""'(:J!\.. '.~ ;'{.r. '1."';\':'<'~"l"."~'.J; ; "'; ;:ii.,lll,",\" rlll."'l:.O\<,,".. -j' ,: "~/ '''i'r1,.~~~~~. ~.\.t"'!~1 tIJ4.!..r.,f ......J p~"",r '.'"'~~~r.r~'; .\, ~i/'l.~Y:;'Y 4'\ Jt1"J ~~, '~r, t-I. . , ...' "'- ,('t..t~'J:'Ji.lt\~ ' ' ~ :; ;~~t~:: f ~';:i~1.;~~1~~~\ . !:~': ,~1'.:~:Jt~!.~~~~.t(Jw',~ ~ ~"\\ :-::,y'~J~\:~.~.iot~r!fJ~lJ~TJ' . l:"l" l.....,i.!... . -~ :;'..~r';:":;... ~ I tp4 .' 1'. {'.{~'" ftr_ " 1,....t..~t\~~.......... .:~ > ,~j.j?;,l.~."\w~h}.i1~~',. ~ : ! '..>. !.~. ....~..~.'- :-r.:; (.t~... ,.:t ?i): ~. !:' ;,'T?t.l"?i""';'~f2i'<-''''<:':' ". )..i~\....~..'"t'~'~'l ":4;.1' ;'~..:J/~.... ........ ~~.. I ~.:: ~Jo. )J. ,:~.1j f.~;1:t f.,.~.~~.(.. ... t, :~ .,~ "n~ . ~f..~ft'("i',.;"" l~" ",~ ~~. ..~...,,~, ~i ......,l/I~~~..J . '):J' .~'.' , ;i.)1'1~~;~t~i~'kj;~:~t~,!\~-:~: , .,~c'.\';1'..,:. .,,,n ,tM-!fl':i '~\;"',ifl;~~'. J.z/:~";~:;~4.!.~. '. .Ie .~.), . ~ \ y.!;:;....,) (,~:!.' . 'l~: ~ ~." '.{~~l.\~,'~'j~~i'.:}.:' . .~. j~~;~..~~)~.~.;.,:"i~~ 4'~;-;'~1. .~. .....::! ~1....,"....~~ .....):...If.;:~~'".'.:h "'~ 'r dj. --.( '" . J".' l.:t<~q' f~>;'~:J.~ ~~~'f~~~~ ~;:~Y'~~1;~,: 't 1.~:~., .l~" ',"i';.. .J~''''~'];'}''~' ~\,;::.~.;~~;;;~,~,iH1:~~~~:' . . . .~. ~'\<:. ~ ~,~ ,.f t...).~'~':':.t~.... .. ...,.h..+.,..\-~~;~.l;:-:.""':' ;J)"'J.\~.;/, i~ ,.0 ~ . ~i'J",.~:\<J.\..{\...,'t'''t '. :~?!:i;~})~:;;Gp}}?;'~(:~' , 1'}..\':1l."~~:~~~f~,,~--r~..~;J;}.1i~ ~ t: . :[Y~I~1~~:1f;::tr~j;;~:f;' . ~ .:../"~~<, ~.t,;'1l\1"'I~ t"~"({,\,,,. , . <:;'J.~':~f;~~~\~~i~~~~~:~J~~t:~~,. ~ ." , ',' .!,o:'Ii(,' Z,_ . .-i"".l ) .' +'~'':;''r.J',. '{:~lt.; - . -i.:.t!~','. . . :(.~ ~J;~fI.:i ......~'-:..' , c' ,~....~~f~; ~<iJ)~ .......~',.;.:-\.~'.:. . I " ';~1ht~l/ :"~. ~J .~ :........i.~~ "'. . j~r ,/.' .' I. ','L , , ! 'j ., . , \ '\ , , , , i' 'I , t " " 1 " . ' .' . , , ...~ ...~ ..., " .iII:I.....' Subject Agenda Item: TEMPORARY DECREASE IN GENERAL SERVICE SALES AGREEMENT NO. 4266 Page Two' 9/5/91 It is in Clearwater Gas' financial interest to continue to temporarily relinquish selected quantities of natural gas through the early years of ,the five year service agreement as we monitor our actual and projected consumption on a monthly basis. If our relinquishments are picked up by of FGTls customers, these relinquishments will always result in lower demand charge payment as compared to the amounts obligated under the original service agreement. Each time we elect to temporarily relinquish gas on a month to month basis, new service agreements must be executed. Authorization is requested for the City Manager to act administratively to enter into future service agreements which will temporarily relinquish amounts of gas which we have reserved and which reduce our demand charges. another a We recommend approval of the attached service Agreement with FGT reduce natural gas capacity allocations for the months of November, 1991, and authorization for the City Manager to execute FGT Service Agreements for decrease in capacity allocations. to september and future ... ..,..... ~~''1~''''''''''''''- ~- .>~..~..c ~ ~.~~ '~~'^-".'" ',h d..... ......",~ .~ .".. ........ . . . '''\.~''''''''''_'''''''''''_.'''''P-...., ; w .}". '. T' " \ J t...... ':0' v.. ~,. "" ....)~" \.~."\"., ~,.'..-..I''i;' ,', "" ~;""'h''''I~\rr.t'l'ol''tJ.~~~''"''!-.''~'~'7~\:)J.'~~~~~~ ~.,....."':'-'t'~tl"~"r-"4I{J:r!"~"~''''~''~'1'I~1'"\';'''~~'''''t.'.tt".~':'.t.""';r'l r,.t.\'\'J';~'I-~~~~..\"". p." 'I(~ ......:;.. 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J:t .;,\ JJi, ..:.::'VO: .i..l':"~.' rt}~~............ "-='''/) ~, . (~~f:.~(~;'" C'~,,'rT.jl...'~ .x,W;t...... ~./:\r~. r.' t~ .(.~. . Nf.~.(i:.. .~,';. '''~',.'I~ f:> " .:'itri;", ~l''':.~ ;,:'"i. .~ ,~ '\""~ 4'!:\>"r,..r.'_IO ",J ~; ~~:;, .,Vl~I~~#~;;: ~ ';rl~/~ :"{~~ ..J;:i-&I.. ,..~ ,.,~" ~r..!!~.. ...K~:~~" '?N ;(.:: \i~ .~, ~ August 6, 1991 city of Clearwater 400 N. Myrtle Avenue Clearwater, Florida 34615 RE: Temporary Decrease in service Agreement No. Firm 4266 Sales Capacity Gentlemen: This LETTER AGREEMENT made and entered into Florida Gas Transmission company ("FGTII) and city (IIBuyertl) amends the General service Agreement 1989, between FGT and Buyer ("Service Agreement") in temporarily decrease the Maximum Daily Contract Quantity (MDCQ) the Maximum Annual Contract Quantity CHACQ) under the Service Agreement pursuant to section 13.5 of FGT' s General Terms and Conditions. Notwithstanding any other provision of the Service Agreement and in consideration of the mutual covenants contained herein, FGT and Buyer agree as follows: by and between of Clearwater dated November 1., order to and 1. Buyer'S MDCQ for september of 1991, as set forth in the Service Agreement I s Exhibit A dated November 1, 19139 shall be decreased by 1,000 MMBtu per day. Buyer'S MDCQ for November of 1991, as set forth in the Service Agreement's Exhibit A dated November 1, 1989 shall be decreased by 3,000 MMBtu per day. 2. Buyer · s MACQ as set for'th in the Service Agreement's Second Revised Exhibit A dated November 1, 1989 shall be decreased by 120,000 MMBtu per year. 3. If the entities listed in Attachment A to this Letter Agreement fail to execute and return to FGT by 5:00 p.m. Central Time on or before August 30, 1991, an amendment to each entity's existing Firm Contract and/or Service Agreement that increases each entity's MDCQ and MACQ by the amount stated in Attachment A, this Letter Agreement shall be null and void. 4. fails Agreement. to FGT 31, 1991, If Buyer to execute and return this Letter by 5:00 p.m. central Time on or before this Letter Agreement shall be null and August void. 5. This Letter Agreement only changes Buyer's MDCQ and MACQ to the extent revised by this Letter Agreement and all other terms and condi t10ns of the Service Agreement shall remain in effect. An ENR~N/SeNAT Affiliote ....._..... If ~.~ ._ f :c ~'1."II. ';'L .' i : ~ .l ';~,* ':~: \. , . I i .. ,..," ." \"\'~ 'Y'\'..~~.' ~ ,"-l'~ ,....,. ,\,j('" :r,.,>>~...~.~~~.w:!~I~~~~t:..> ..)"lW' "'~,t,~;li""":'~~":"':;,,,;:,,, ..;'.1' ,e.#. 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"~!/l""'.t.~ ~,. \..i.r:'r;.~\,.." ....". ;r v',J~ ". ~ 'Hot '; .~, ~". j , . '. ",..1;.. .... } .~.. '" ;';'~!"""";~',.I"" 'V":';,'' "r-' '. ' .' ""." ,'." .;.,....,.:..-., J '.:'":':"~' "t,~t'~<f::"~'''''''\.,lt. ~:"""'..~ :,." ". .' . . " ". '">to,.'. ."~\'.t(.\ ~',\t:~.,':' ,,';,,\:':"'i!":'lt';'P"'I,,~lj)'!'.' I.', ,.. '\ , ' . "... ,t... ': :.... , ~,i,i;~ [(fJ,;;'\\,i:!:~i" ,I, . " . ," . "': ': t),\"i .' +,1. I.' ". i\ j ,~, i' l ' : : (:'.'j J"}/;fi,f. ., ' , ..~ !~. I "'~'(~"\. ., . "':. . ., '. <,' . :'"'''' .c: ..!'. .. ','" . ;,. . ~. . "'l . .' . ~ .. ~ ". 'K' .~. c I .' ;"\... " ,\ , .... . , '. . t'" " . t ,"': , . '. . 'j \".' . " ~ , '. ,,;'/W'::\2:':~~;:~~\'(-,.. .;",:';<: .:', "" ',' .' , ,t",.ilil~t~~'ti...u~':..A~.."\ti'i ,';T. "'~T.~I.... "i,J r.r..~i~"l.~ ... ...{,~1.l .... ) I r, ....~ \ -I' 1; .c..:. ': ~ ~ .:.<::t; . '1-' ~ ,;t. '. , :. ."~'. + w.' ~ .:. . . .. ,. ; '.. '. . ~... , : .r' ,I . :t,'::..,.... .: '~. :~,' .,', L.;'~:\<;~~:I~!:i~:xt~~~ > :'J <.t' .:\ H.<'(~. ':.:'."t~~~. . '.J::.' .>,. :. ~....: : " , ,. . CLEARW A fER CITY COMMISSION Agenda Cover Memorandum #5 110m " - B . 2 9 ' 91 Moallng Dale: I I SUBJECT: George Mallory Parking Agreement for Noncommercial Parking Lot, o street, northwest corner of D street and Hamlet Avenue, Lots part of Lots 12 & 13 lying southeast of Railroad right-of-way, Located at 520 14-17 and that CU 91-55 RECOMMENDATION: city commission approve the Parking noncommercial parking lot and refer it to Agreement for George Legal for recordation. Mallory'S [ ] And that the appropriate officials be authori2od to execute same. BACKGROUND: On July 16, 1991, the Planning and Zoning Board approved a noncommercial parking lot for 53 parking spaces to properties, all owned by Mr. George Mallory. one of the conditions of approv3l was the recordation of a unity of Title which would tie the properties together as one development. The intent of the condition was to restrict the parking lot for noncommercial purposes only and to restrict it's use by the adjacent developments. The applicant's attorney submitted an alternative to the City; that being a parking agreement which would meet the intent of the condition without requiring recordation of a Unity of Title. It is the applicant's concern now that the Unity of Title would prohibit the redevelopment of the property to an industrial use at some time in the future. Also, the applicant does not feel a Unity of Title is appropriate in this case as the new parking lot is not being developed to meet the parking requirement for a new industrial development, instead the parking is being provided as the applicant would like to provide more parking for the adjacent industrial uses than what currently exists for those developments. a conditional use for be used by adj acent The City Attorney and Planning staff feel that this agreement would meet the intent of Planning and Zoning Board's condition and therefore recommend approval. The Staff will notify the planning and Zoning Board of this issue. Reviewed by: Legal Budgel M Purcheslng ~ Risk Mgml.~ DIS ---w\ ACM Olhor WI. ~ Costa: W\ TOlnl CommissIon Acllon: IJ Approved IJ Approved w/condlllons 1.":1 Oonled lJ Conllnuod to: User Pept.: Current FY Funding Source: (J Capl, Imp, o QporaUng o Other AUachments: Conditional Use Application CU 91-55 Staff Report 7/16/91 P&Z Action Agenda Parking Agreement o None Hap Submitted by: Advertised: Oato: Paper: G Not required Aflected parties o Notllled G.: Not required Approprlallon Code: , City Ma,nager y ~ I ,. -, '.1<;" "., . I . ~ti!'1i !i;:~(;(::. \. J \T}' ./.... ~ . : :~.): l~' . \ ~:' . ,,' , .,' ~ . 1.. , . ~ . (', .;'< " , , .,1:,. " " '. I'~'.. ,\J t '. ~~rr~~.~.1 ~h~,\"i ..::....~!I" I ~ '\-,. .c . L<~: _ ~ ." ~. .t. i'. . .,j t " . ~ ' .; . .',.,...... .' i' ~: I.'.. ni~ I . , ., " . .1 '" '. ,...... .. .. . ....1I!:i- .. .:....., :Ji1n....;.~",.~:""'..r,:.~.i~t 1~~. '~..:; .;. . ..~.lii.~.;"1. "".4'r'....i. 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'I I. ,~,,,,~';>~"',h~\V" \. ~ t' ':w-" .... .~J.I...I.. ,.~Jf.fl'~~~t'{.. ""'-'1'IJ'.',' ~4:~rf~(1rp~~,~t frY Jo: ~~~:~iff..l.,::t_~. t-," ~{,1~\lr ./ :'i',.; I>~'. ,,\1 <'~~ ,<;'; ,I.~.~", i' :.....,:.J.~ ~,...'l ,r~~::/j:-" ',' ",'t,.{,~~F.\!~':..',...~.[),'.:'.'./.~:;::~.I';>:-'\b:",'I~' t.f,' t... . ,.~~ ~:.. ., ~'. i'.~ ~ ., Ii ... ~; ..~', ~1'.( t~t.. -J- ~ ....:.. ,I,~"r I. I; =\ 'h,. . ~, ;, .'1 . j 'I'I.J.. .., " ~. ."L ,,;' ,'.,' '.,-.....1 ,~'~::'.., . \<,. _ ~;p ;,1,. . ,; 1"" ~\. ~ ~ 'I .' ;,.1\ ~'/"',1...J- "...., .~ 'f{~l .r;.1' ~',""'i~~.1-i"t~';_f'/~"'~''':-~'~ll,''.":"!..J+.'{...I.\',t;.,,.t''~..f}'~'' 'j :....1'..1.... \ . .~4 ".' ,.~ ..<": f.\.~,,:-lI'~""''''~I'''''\t.}\i:t>:~hlj'~t.'}''''''l-1:...l'.Ji\'''~'~:''''~J;!1~~I'~r~.rJ~~""'~ (~t!~;;~\;~,,(.:~);;.~~ i"'t,::'~\~~~~f,~:J~~':'~';'l~.';;};' ,.:.;.....y: :":::,:'.".~.\; : ',,' .. ',;,::',,:, . >- ~,:,..':,:',:~:l,l,,~~; :~(fJ>,'~~;<':\!~(~~i!~:::(r.;\;1J:,U!?;'I';'f:"L . n. ~:~ It'\.I;i,li:'\'~\''~.;o:''''''''';'''!,;Jk''I''''''' ,;,k~;;'I.".,:,~....1!~f;",,"'~':'"J."""L~~!.'l'jW.lto.....,..-f' , , l~ t ut~~~n.;;:a;.;tJ'.,-*,)J,Wj~.(:N.:i......u,,*-\.;....... _~~_.,....~..._~.-..;;W4,..~...Il~ti. AGREEMENT THIS AGREEMENT made this 23rd day of 1991 by and between G(!Ofl~1! t.. Nullory , referred to as "Owner" and the City of Clearwater, Corporation, hereinafter referred to as the "City". ^ugust , hereinafter a Municipal WIT N E SSE T H: situate Florida, WHEREAS, Owner is developing a parking lot on properties in the City of Clearwater, County of Pinellas, State of being more fully described as follows, to-wit: Lots 14-17 and that part of Lots 12 and 13 lying southeast of Tampa and Gulf Coast Railroad Right- of~Way, Block 15, MAP OF BELLEAIR, according to map or plat thereof as recorded in Plat Book 1, Page 105, public records of Hil1sborough County, Florida, of which Pinel1as County formerly was a part. AND WHEREAS, said parking facility is being developed to provide parking for other properties in the same general area owned, managed or controlled by Owner, which are set forth on the attached Exhibit "A", and WHEREAS the City has requested will not utilize said properties as a which is agreeable to Owner, it is a commitment that Owner commercial parking lot, able each AGREED that consideration, of the parties and other valu- acknowledged by for the sum of Ten Dollars receipt of which is hereby hereto, as follows: 1. The recitals set forth above are true and correct, and are incorporated herein by reference. 2. Absent further agreement of the City, Owner repre- sents that the subj ect properties will not be utilized as a commercial parking lot, as that term may be defined in the codes in and for the City of Clearwater. Owner represents that the properties will be utilized as extra or excess parking for the properties described on the attached Exhibit "A". 3. Owner expressly reserves the right to remove the parking lot in whole or in part at any time and from time to time and to develop said properties in accordance with codes and regulations then in existence, whereupon this restriction on the use of the property, precluding its operation as a commercial parking lot, shall be null, void and of no further force and effect. IN WITNeSS WHEREOF t the parti~c he::-etc na'.1p' set thai r hands and seals the day and year as first above written. h Print Name ~. ~ ,",' · IJ>At' SEAL l GeorgI! L. Mall ry , . T "j c~ c.~.....~,.- ~- ....,... . ....1. '" T' , ;.: j t, I I' ., , 1" J' , ~.'. ." t , '.~;' .:...:~,~: "i':'~.:}t.~<.',:;. I . ,...' " . 'f ,.,. . 's.X... ..:~ ,,:,~ >..~~ j~~"~lt:} .:~J{~;t\:~\~}}:~:~ . "' . .}, ..1~,...:I.. ~"~l,-,t. >l~, ; ;!:::/~)~';~i'Jj~~~~~>t~'<r~i: - i ~Y3f~~~~~I:~w/r* :! ~~'.. · ;~~~>;;{:'V.;;!i'...~j;;;F.'<~~:-< ~:t;:. .t:~",'"d,"r.<t~";;~:;ro1'.1.if;e,, .', ...;;j"1~; 'n .. .. 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" . -\ i'u.. ~.", 'Ji l-"" ,; ,';\11) \"'~'." 1~'1~'J~~: ~~~~J~ :~':~'M;y'(j~/tt, /';,~?.;tt: .....;.Z;-" ::~ ~;'~~'.~l fr:'f<~' \..",)'..~..~., ~~.~(f"io,'i' (";::1.:5:\ ~lill"" ~~f:~~-,~ ~1\i~~~ l ~tt0: ~~; -~>~,;:r~f 'J.~/lr/.l:. ,\r'(t..I.:~. r~ ~t.t....t~" '-Tt-J...,= ,'. ~~.~1:;i ~~~.~~',~ ~t:\~;.rf,~{ R(\~r -, "lJ" iN""" 'fXf';..,l)I<",'.;,"), t~>t~Y;.~1:~ ~;::r-;Ti~ ~~~~~2/ ({jJXi~~ f;!f? .~... '~~; rl.T{' i~~~ '" ,r , ',.~~ ........' rif~''?::1.' ~ :..~~t~~~ :.h ..!}. il;';o~{'~ ~:;Jl ~1~f / /"}/.,J ev~._ cr.: Y -2- COi.1j.1ISt5ION MEI::'l'ING April 1., 1957 The ~'ayor call ad a Public Hearin!:; on t.h e request cr f\'ir. William C. St rantl[;hnn ror R-2 usage of l~ts 19 and 20, Block A, Dree~e Hill Subdivision, ( co cons t,ruc t. a duplex on enc h 101:.), t.lle prope rt)' bein.!; presently zoned n-I. th e ~oning Board's reco;/:merd .;:Ition was chne. t.he application be ~ran t.ed provid~d that a t.wenc)'-five foot sC1:back from Hi~hl<md ."venue and RQ~ers titreet. be main- tained and a five foot setbaek frOOl all other rro1=erty lir:es, for t.he reason t.hat, this properLY is not suitable for sin:~le family residences and the const.nlcr.ion of duplex residences hereon will serve as a buffer 7.ore bet,ween the present. Business area and ..he R-l area. ;-'lr. H. H. Baskin, Jr., At.torney for j.1r. St.ranaghan, explai ned the reque sc and st.aL ed that. his cl ie nt was will in:r' to observe t.he setback s req uired by the Z6ni n~ Boa rd. ~'ir. E. '1'. 'rieart, ., a pro perty owner Ii vin~ at. 1460 HOl-":'ers, presented a pcti t.ion object i ng to Lhe grancing of Lhe request signed hy t.wenty-onc persons living in the affected area. Colonel H \.,r. Kiefer, ~.1rs. Henry Mandeville, Jr., and ;~~rs. Elizabeth 'l'reuleban t owners of adj acent pro j:e rt)', pr9 test ed the change in zo ning. :a.he Clerk presented written object.ions from fillS. Wm. r :'101itor and ~lrs. Frank. J. Fifie1dt affect.ed own~rs. Mr;.Stranaghan spoke supporting his application. Havi ng held -chi 5 1'"ublie Hear ing J Go:rllni ssioncr Wat kins moved tha t the request of Mr. William G. Stranaghan for R-2 usage of Lots 19 and 20, Block A, Breeze ~ill Suhaivision, be denied. Motion was seconded by Commissioner Robert.~nd carried unanirr.ously. .'" Hem-ing was announced on the request of :.ir. Calvin i'.lathews for foot setback from Bay Esplanade on Lot. 13, Block 68, Manda1sy Subdivision. .Lhe loaning Board's reco.!Jmend3tion was that. the Rpplication be granted for the reason that it \-dll be in conformit:r with existing st.ructures in t.he area. r'\r. George B. Cassell a]:pea red on behalf' of' Mr. ;.1ath ews. 'fhe ;.layor inquired if t.here wer~ any objections. and t.here were none. After hav in~ held this Public Henring and havin~ heard no legal objections, Commissioner ur.rang moved the request. of Ca.lvin Nathews for a f'ifteen foot setback frrm Day Esplanade on Lot, 1), Block 68, lI~ndalay SubdiVision, be approved in accordance with the recomnendat.i on of t.he t.oning Board. Mot.i on was sec ond ed by Cammi ssioner Watkins and carr1 ed unanimously. A Publ ic a .fift.een " 'l'he I.layer announced set.back'.from Fern Avenue '.. .:.4 ~ "I ., , l ,. 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I. oj. ~':h\"l.~t~''''J.i...'1 ~;:,. . j~ 1". .. ,..~ :,L ~ l ' :;~_:""'~""'~:"" . ...: -.' u '- ".. .. -". ..... .. ." ..- --- ~~_e='~~:'::~~~~-i';':< :;,:;;;:(,QJt '.'~~.t';,'":~,,-:,,,,,,, REPORT TO mE CITY OF CLEARWATER DEVELOPMENT CODE ADJUSTMENT BOARD. " ,.~':!'~~-~ I' ..:,. ':\.';'.('::"~'<';'~1~: -!o:-r:'.......-'" F th Plannin dD el D . ,...H...,~~,'\:.. ,. [.".:.;",,"~..;;~(.'t;"r"J' :~;-:'::-"^. '., . , rom e g an ev opment epartment , '. 'i ~',:',:~:Sf;. : _. '.1''':';::.1 i,~,?~J.:~;~~'::!:' ,:-.::-;;;-;. ,., n , . . :-. . ~ ,~~'t\~~ _~ ~1';J,.,/.~.1. f1~J,,~,!\;r.~}_-:.~.4'o.~' ~.~:~- MEETING DATE. September 12 1991 . " ' '/ ':::~'r!~~rt. ~;;' ~~,ty,;{~~;"'~;}l:;'~~lf~,::: -'I." .. ~ . , ~, ~;;--::.,.~ =";'lr..l~' ~n"il j:r..~~.I:tf.~..M.. .f.< AGENDA ITEM' 1 ' ,..~'I: ::'t,;:!1,;f<Y:';:;>-1\'~\"'~'" ~~P~'-. " -:~-r- :~ t~'htn~i;.:t~ ~U~. ;. '.: CASE ,. V 91-58 ". '';'', :!t,;lr~;;'7'(;':;';5;)'~~'t~ I',; , ''"J4 ':4 . .\.":;--; ..:~";.;,~~tj~~~::r~i'vira ~~1. ' ryo.. . -t-ct 'PJJ.~~"ii.'\'" t" "J. ~~.<' LEGAUADDRESS/LOCATION/SIZE: Lot 13, Blk. 68, Mandalay Sub./1050 Bay .', :~<. EM~tit(.. ~ t;.. Esplanade/Nonh Clearwater BeachJ8,864 sq.ft. ;, t(%lM~~ ~/.~ .~ ~~ ;;~"' OWNER/APPLICANT (BUSINESS)/REPRESENTATlVE: Latimer/Stough ~J~t~ ;~!: V ARIANCE(S) REQUESTED: Seven: 1) A variance of 38 ft. lot deplh to permit construction ~~t:,:~,., ~:;.~l' on a lot 72 ft. deep. 2) A variance of 9 ft. to permit 2nd. floor ,. :; additions 16 ft. and 23 ft. from street rights of way 3) A variance of 4 ft. to permit 2nd. floor ~ddition 6 ft. from a rear property line. 4) A variance of 6'-8" to permit height of 31'-8". 5) A variance of 20 ft. to permit swimming pool 5 ft. from a streel r.o.w. 6) A variance of 3 ft. to permit 4 ft. high wall to be located zero ft. from street r.o.w. 7) A variance to permit zero landscaping on r.o.w. side of watt. t~. >:- .;. .. " <'. :' ,.^.~: ..;, CODE CITATION (Chaptcrt Section. Paragraph): 1) 135.029(4)b.; 2) 135.029(5)a.1.; 3) 135.029(5)a.3.; 4) 135.029(6); 5) 135.029(5)b.1.; 6) 136.016(g); 7) 136.016(h) DEVELOPMENT CODE REQUIREMENT(S): 1) 110 ft. min. lot depth (double frontage) 2) 25 ft. setback from a street r.o.w.(structure) 3) 10 ft. setback from a rear property line 4) Max. height 25 ft. 5) 2S ft. setback from a street r.').w.(pool) 6) Wall over 30" in height min. 3 ft. from street r.o.w. 7) Landscaping required on r.o.w. side of wall. , [NOTE: Variances numbered (2) and (5) on application have been combined as a single request number (2) on transmittal.] - :J.' ZONINGILAND USE PLAN DESIGNATION: RS 8 (Residential Single Family "Eight")JL.D.R. ~,.~ . SURROUNDING LAND USES: (please refer to attached map for zoning/LUP designation of surrounding properties) " -.. '.:-. f~~:' ! ~: NORTH: SOUTH: EAST: WEST: Single family Single family Single family Single family I" :~~. '.:... . DISCUSSION: The applicant is requesting approval of the variances referenced above in order to renovate the existing one-story single family residence and construct a second story and swimming pool on the west side of the structure. The second story addition will more than double the existing floor area of the residence. Changes also include a new circular driveway and front entrance area on the north side of the property, zoned RS-8. The Traffic Engineer has reviewed the plan and has no comment. Other similar renovations anJ additions to single family homes are occurring throughout the Clearwater Beach community. "":1,, .1' t.;tl . :It....:. :- ~,.~,.~ :krc. ' """ , ., . r+". ~. )'::-. . :J\~ ...,~ ""'_I. ,/ .~"~ ,. j.. .- ,'';.. . ,~i'iJn~~l.;: ~i{~:::'~::':'; ~":'~ .~.,~ ",- ," ..... ," ..~~. :,'~'."~ ' , ~"~., '.." ,..... ;. . " .' ,.,:. "".,~"~:),,, ". '.':':."I~,:~f.... 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'~'~'I" ~.t<"-""""d"I""""_' .,.. ~11 1.F... , .....,!I~ ..''', 'l:,. + ""',f"" ~'l-" r ;,'U/..7b.';d(:? ~'t;,,:;':"~!j; : ~. ~';;~~:l":OO~ "'li1~i',.;,~~.~:, ~ !~-:'i ,J-:!.~~~~ ~~ ~~":~~ofl~;r, l"-< J.:' ~ ~~}-o( L ~,~ 'l~ ~ 0:' ~ , . " ~\r::i 'i!,\f'~'! Ii:!.;{;} ,"~~~(~\l;~<:I"~" c',;;~~; :~~:: ..... w. ~~ .t,. .~, ''''''r ;."lo; c:~~ '>.~i::t,:..~{1l. ' \'!!.tJ~~:~'}:. ~", 2']":':\\ <~ ;Jfi }l't":;;~~.~'" ~~li.~~.;::~~' ~~:~~: ~J ':~;J:I. '}\lh~' 'O::~';i":'; "~; , , .iJ~ ~1~ ~P~~'i~\ ~~~1:\~/~T~\': '~~f~ ~f,tf,t"')';""~If,.'J,.~ t '.. ~'.' :,\\\;;"-;lI(f~~fr..:;t:,. ". , ' :t~h.t,'\L"':':Jll'~;' "j ':(;C)i~~,L~t=:/ ~r~~tlLl~~I";' iG"",,r.>>'I~ "'7-~i~~i.\.,'\ .,~f '~;:':'r;; ~ f,"-~'l" '~H.~(.IJr. .,~ .........' " ;I~~. ,. ':, \' .11 ". " .\ I' .\) .f .... ..v 91-58 Page 2 The property is an irregularly shaped corner lot which is nonconforming in regard to required lot depth. More than one-half of the lot is bordered by Slreet rjghts~of-way for Bay Esplanade and Eldorado Avenue. The existing house encroaches in the current required street yard setback areas. The requested variances simply slated relative to requirements of the RS-8 Zoning District are as follows: 1. 2. Lot depth: 110 ft. required (double frontage lot); 72 ft. deep existing; variance of 38 ft. Street yard setback: 25 ft. required; 16 ft. and 23 ft. requested for structural additions; variance of 9 ft. and 2 ft. Rear yard setback: 10 ft. required; 6 ft. requested for structural additions; variance of 4 ft. Height: 25 ft. max. permitted; 31'S" requested for loft addition above new living area at second story; variance of 6'8". Street yard setback for swimming pool: 25 ft. required; 5 ft. requested (from Eldorado); variance of 20 ft. Wall setback from s~reet right-of-way: 3 ft. required; 0 ft. requested (from Eldorado); variance of 3 ft. WaJllandscaping from street right-of-way: 50% of lineal ft. of setback area on street side of wall to be landscaped with shrubs, the remainder to be in ground cover; 0 requested; variance oftotal landscaping requirement. 3. 4. 5. 6. 7. Variance # t. the variance to the lot depth appears to be warranted due to the existing platted single family lot development whic~ is irregular in shape and due to the existing developed lots to the south of this property. which prevent the applicant from acquiring additional land to bring the property into conformity with current code requirements. Variance #2, the variance to permit the additions above the existing single story structure would also seem to be unobjectionable as they are vertically in alignment with the existing single story structure. Variance #3, the variance to the rear selback, seems warranted due to the lot arrangement as the adjacent lots have side setbacks adjacent to this ~ear yard. However, variances #4 through #7 are clearly not minimal, could negatively impact the adjacent and nearby properties and there is no apparent hardship which warrants approval of these varian'ces. The pool and wall will block the front yard viewt air. etc. for the existing adjacent residence located at 1043 Eldorado. The height variance will not be compatible with the adjacent single story residences (Note: While a 30 ft. height code amendment is presently proposed, it may not be found to be acceptable by the City Commission). The wall without landsi:ap,ing near the street wHl he aesthetically displeasing. CONCLUSION: Related to Variances #1, #2 and #3 . -. " I Based on staff review and analysis of the information contained in the application, the request to vary the lot depth and street yard setback for the second story addition appear to be supported by the Standards for Approval of Land Development Code Seclion 137.012(d), if approved subject to the following condition: f. ~,. 1) The requisite building permit shall be obtained within (j months. .v, /~~a~'9r~~~~~- ,- , ' .. ',c.:::''.t~,;}j , .' , " " T~' , d ~, .' , ',' , . 'J : , .~. I \ :::~:/:.~~'.:'~;./~.ht~:)~,; I 'r; ...J,,"'; .,.b.;I",.'r ::.~",";~.t.t} ..'-7j~:i;:~-t.i~tJ<. < ~. .~r'h:.",'"J2)fJ~~Air~"'T~ XX:-, }, ,;~~~~ !~~<;1~"\:~.r~~~~l . , .. i, "..,-,,,",lr..~~.." .~,... .. '-":" ~ ~C:\I':~~"',(~);~ ". ,Yf'J'';; . ~ J ft'.J~ >l(-o)~ht~~~~-lr~'" t.' .~~ "T ' :.,:{~~~~.'1~~:~t+~~~;1:~'~;;~: .i "~"""'" ,.r. ...'ki,*il'''''':J', ~~1i~~~fi': P":~;~ · t~~P)~~f ",;,....1.... .~ ~t~l ~" ,~.\~;{~ ,.P'..~L1t: :;}}~:~~IJ.f~t '~y~~~, :.:r,:r....'j., \:Ay::~"t. ~. '.