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FLS2003-12059 Oak Grove Middle School Temporary Location Drainage Review Comments 11/26/03 1, SWFWMD permit or letter of exemption is required prior to CO 2, Demonstrate that collection swale along the south property boundary is adequately sized to convey the entire upstream basin for a 25-year design storm, This includes the capacity of the 8" PVC under the access sidewalks, 3, Specify a floating turbidity control curtain for sedimentation control at Allen's Creek, Include detail of installation, 4, Show limits of sump located within pond, 5, Revise pond draw down filter so that pond recovers within 24 hours per City of Clearwater Criteria, 6, Please provide typical cross-section from bus driveway, through swale, to Druid Road, 7, FYI, the bank along this section of creek was recently reconstructed, For whatever reason, the previous project had minor difficulty establishing and maintaining sod, Engineer may wish to take this into consideration when determining final slope treatment and method of slope stabilization, .. , Rey,olds" Mike From: Sent: To: Garriott, Kevin Tuesday, October 14, 2003 3:47 PM Albee, Rick; Anderson, Duanne; Barker, Brian A.; Bedini, Kathleen; Brinson, Ryan; Carrier, AI; Colbert, Joseph; Cottier, Kristi; Doherty, Steve; Elbo, Bennett; Gluski, Roberta; Hall, Bob; Hays, Robert; Hufford, Diane; Killian, Karma; Kinney, Jason; Kronschnabl, Jeff; Kurtz, Timothy; Maran, Robert; Martens, Cory; Melone, Donald; owens, reginald; Parry, Mark; Planning; Powers, Rob; Rice, Scott; Schodtler, John; Shoberg, Elliot E. Wednesday 10/15/03 Subject: What: BPRC Time: 9:00 Place: P+D conference room Agenda: 1. plan review - Utopia development - Brian Taub 2. Paul Johannesson - 600 Hercules 3, Jim Miller - Oak Grove school relocation next week - - Debra Harris - 1320 Ft. Harrison - Shawn Cashen - DimmiVLake Chataqua 1 I I ~ I ,~' ) I(),/~~, op (." L-tbt4.t-W~7t}~ La '(''1'' IVJ 76. '\ ) T1L . ) ) -' ~ cS'7' 2~d' ~~ 117 - ~rz.,z. - y. '3 t ? 727-)' , - 12'] -~CfI-~t6b r;z'7 - S?>S- "1-0 f7 lb III u. W o~ IUZ Gl:w => 5~ ....en u~ OGl: ~~ 20 o Gl: . &:1 ~ i I ! i l I ARENT ENTRY FROM \ ~ GULF-TO-BAY QUEUED PARENT DROP -OFF .....----------------------------------- o o PARENT EXIT -l J rn-~' DRUID COMPLEX BUILDING 5J "- w ~ ~ D Z W > <( en w -' ~ 0 Gl: W ::c I b ~OUOI~- ''/. 11-;:~uEUE::~= ~ - )\."- . . DRUID ROAD ' 't- BUS ENTRY DRUID COMPLEX TEMPORARY OAK GROVE MIDDLE SCHOOL E9 IJ IIj HARVARD JOLLY C lees TO He ~.atM . , . :5 a:: c:[ Z I a:: EXISTING TRACK&FlELD Iii ~ ARVARD JOllY Cl E ES lOffE ~a;:-;:A A , A " . EXISTING &AU. FIELD Oak Grove Middle School New Middle School, Clearwater, Florida WALTER POWNALL SERVICE CENTER lllll 5 Belcher Road Largo, FL 33773 (727) 541.3526 School Board of Pinellas County, Florida Chairman Lmda 5 Lerner Vice ChalTman Jane GallUCCI Lee BenJamm Nancy N Bostock Mary L Tyus Brown Carol] Cook Mary L Russell Supenntendent J Howard Hmesley, Ed D Plnellas Cou nty Schoo 15 IS an equal opportunity institution for education and employment . - - PINELLAS COUNTY SCHOOLS gounno't ~ .ste'tLil2fj c4wad rwinne't NOV 2 1 2e03 November 20, 2003 Cynthia H. Tarapani Planning Director City of Clearwater P.O, Box 4748 Clearwater, FL 33758-4748 PLANNING& DEVELopj:7~~n' aves CIlY OF CLEARWi;,: ~f:l Re: Oak Grove Middle School/Druid Complex Dear Ms. Tarapani: Per our conversation last week, the School District has completed plans for Oak Grove Middle School and the temporary facilities at the Druid Complex to handle the Oak Grove students during construction of the new Oak Grove Middle School. As you are aware, we are currently installing relocatables on the Druid Complex site and are making modifications within the Druid building to accommodate a portion of the school operations. We have worked with Paul Bertels on pedestrian traffic Issues and vehicular circulation, including bus and parent queuing, staff and vIsitor parking, and the temporary closure of Arcturas Avenue, The DrUid site IS being prepared so the middle school can move all operations to the site dynng the winter holidays and begin school on the Druid site when they return on January 5, 2004. The contractor Will then demolish the Oak Grove facility and begin construction of the new school. The project Will take approximately 1-1/2 years to complete, The new middle school is scheduled to open for classes in the fall of 2005. I am providing you 15 sets of plans for your review for both the Oak Grove Middle School project and the temporary facilities at the DrUid Complex, Once you have reviewed the plans, we would like to meet with you and your staff in early December so we can discuss and work through any Issues prior to the winter holidays which begin December 18th, I Will also be out of town from November 24th until December 2na. Your Cooperation and support are greatly appreciated If you have any questionS', do not hesifate to contact me. JcerelY, Jim i::l/!f!~ Real Property Management Department Enclosures (addressee only) cc J Howard Hinesley, Ed D, Supenntendent LewIs Williams, Area II Supenntendent Tony Rivas, Director, FaCilities Peer Lovfald, Senior Construction Coordinator Patncla Bell, Pnnclpal, Oak Grove Middle School Paul Bertels, Manager, Clearwater Traffic Operations Ron Zajac, Harvard, Jolly, Clees & Toppe Jon Gotwald, George F, Young, Inc. JHM vfp RP OakGrove Tarapanl Plans Pnnted on Recycled Paper IXrJoo..1-ce:~ ~t76 /; - L..pl1~ oP ~ft/t,,6rtA/~, - ~ClWuf,:M J ~W d~ rUJ ~< \ n1 '2 dIt./? o M ~ ~ ~.,;, .()~/t,l)/~~? //U/'1 ., ~r:' '": '1:' .' ? I ~ ~/~.(!; '#u ~a,., At-?d~O ~ ~ ~ 0.' riT" ;Op/VI"7#Jlei/' ? 0(...,., , "7b 8 ,-,.eI? : :r: ~WlU J) V/rI &it' .d ~/ A? ' ) If. 1ht:J /U~ 7) 7J 4''// L./ , 1. r~/Ju ~ ,4J~,.:vt- : It), ~~ 714 //l,4v l.,4:J1)/. I , . ,,4 v, 3. WI ~ If. .(JA..6 ./ r LA~~ ?",u;;/J ~ 6:.- J/I&-) L.,d ~ V"" ~ ~v~6t- e..., . r/ ,....... . ^ f ~ WALTER POWNALL SERVICE CENTER lllIl 5 &lcher Road Largo, FL 33773 (727) 541-3526 School Board of Pinellas County, Florida Chairman Lmda 5 Lerner Vice Chairman Jane GalluccI Lee BenJllmm Nancy N Bostock Mary L Tyus Brown Carol J Cook Mary L Russell Supermrendenr J Howard Hmesley. EdD Plnellas County Schools IS an equal opportuntty institutIOn for educatIOn and employment. PINELLAS COUNTY SCHOOLS gO<Je'tno't ~ .d1:e.'t[iY19 o1wa-d CWinne't , NOY 2 1 2C03 November 20, 2003 Cynthia H. Tarapani Planning Director Ci~y of Clearwater P.O. Box 4748 Clearwater, FL 33758-4748 Oak Grove Middle School/Druid Complex PLANNING & DEVElOPf7i\il aves CITY OF CLEARW"';.:'~'J:1 _/ Re: Dear Ms, Tarapani: Per our conversation last week, the School District has completed plans for Oak Grove Middle School and the temporary faciljties at the Druid Complex to handle th.e Oak Grove students during construction of the new'Oak Grove Middle School. As you are aware, we are currently installing relocatables on the Druid Complex site and are making modifi~ations within the Drl:lid building to accommodate a portion of the school operations. . We have worked with Paul Bertels on pedestrian traffic issues and vehicular circulation, including bus and parent queuing, staff and visitor parking, and the t~mporary closure of Arctu1as Avenue, The Druid site is being prepared so the middle school can move all operations to the site during the winter holidays and begin school on the Druid site when they return on January 5, 2004. The contractor will then demolish the Oak Grove facility and begin construction of the new school. The project will take approximately 1-1/2 years to complete. The new middle school is scheduled to open for classes in the fall of 2005. I am providing you 15 sets of plans for your review for both the~~C!I$:G[0\(~-!'v1iddle~Sc"9Q'--) project and the temporary facilities at the Druid Complex. Once you have reviewed the plans, we would like to meet with you and your staff in early December so we can discuss and work through any issues prior to the winter holidays which begin December 18th. I will also be out of town from November 24th until December 2nll. Your cooperation and support are greatly appreciated. If you have any questions, do not hesitate to contact me. SterelY, am~r.~ Real Property Management Department Enclosures (addressee only) cc: J Howard Hinesley, Ed.D, Superintendent LeWIS Williams, Area II Superintendent Tony Rivas, Director, Facilities Peer Lovfald, Senior Construction Coordinator Patricia Bell, Principal, Oak Grove Middle School Paul Bertels, Manager, Clearwater Traffic Operations Ron Zajac, Harvard, Jolly, Clees & Toppe Jon Gotwald, George F, Young, Inc. JHM vfp RP OakGrove T arapan. Plans Pnnted on Recycled Paper , November 25,2003 Oak Grove Middle School/Druid Complex (Temporary Portables) Meetin2 on December 3. 2003 Druid Complex (Temporary portables) · Please in stall both a no right turn (R3-1R) and a left turn (R3-2L) sign along Druid Road to prohibit vehicles from turning into Arcturas Avenue. The sign design and placement must follow the Manual on Uniform Traffic Control Devices (MUTCD). · On the civil site plan show sight visibility triangles at all street intersections and driveways. Objects within the sight visibility triangles must not exceed 30" in height from the ground. · Move northern most 6' high fences on Arcturas about 100' to the south, ... : TO CONTACT US: D Delivery: 895-1181 News phone: 446-6397 News fax: 445-4119 Mon-Fri: 9 a,m, to 7:30 p,m. Sat-Sun: 9 a,m, to 1 p.m Bye-mail: northpin@sptimes.com L ~~'- R IMES SUNDAY. DECEMBER 21,2003 AN EDITION OF THE ~tldersburg Wimes Goodbye classrooms, hello p()rtable city . As a'middle school braces for an 18-month transition, writing on lockers says it all: "Wel1 miss you Oak Grove," By ROBERT FARLEY Times Staff Writer CLEARWATER - Kids being kids, Oak Grove Middle School principal Patricia Bell opted not to' make a big deal out of the last-ever day of classes before the school is demolished. Somebody, she figured, would try to take their desk as they left for the holiday break. "Discretion tells me to end quietly," Bell said last week. She did, make one concession, though. On the final day of classes Thursday, Bell let students write something on the soon-to-be-crushed walls, "One thing," Bell reminded a student at the close of the day, Already, a student had scrawled, ''We'll miss you Oak Grove" across from a row of lockers inside the 42-year-old school. God knows what some students might have writ- ten on the bathroom walls. Bell has no plans to find out. "I won't go in there to give them the satisfaction," she joked, When classes resume Jan, 5, students will return to a mini-city of portable classrooms assembled in neat rows nearly 1 Yz miles away behind Clearwater High School. That will be the home of Oak Grove Middle School for 18 months, while a hew school is WHERE TO GO: See where the crossing guard locations and student drop off locations will be. PAGE 6 built. Placing students in temporary digs was no 'small logistical feat. It took more.than a year of planning and dozens of meetings with city and county officials about traffic patterns and other safety concerns, "It's like planning a little city," Bell said, The school district has erected several fences to keep the high school and middle school students separated. Officials have had to hire numerous cross- ing guards, And they decided to close part of Arcturas Avenue next to the portable city for the duration of Oak Grove's stay behind the high school. "It is well-planned," Bell said. ''We know J an, 5, it'll work out fine." In addition to 55 portables, the school will take over the west wing of the School District's Druid Road' complex for its cafeteria and several additional class- roorris, The move comes with some sacrifice, There will be .no lockers in the p,ortable city, Rainy days will surely cause some problems, because there are no overhangs to protect students moving from class to class, And Oak Grove's sports teams will play all away '. games for a year and a half, The school has sent out letters to parents detailing the traffic patterns to drop off students, Last month, the district sent letters to area residents alerting them to the new changes and held a meeting to address Please see SCHOOL Page 6 2 TIMES. SUNDAY, DECEMBER 21, 2003 CT :EDITORIAL OPINION Gray set bar high, but appointee can meet it " I, I A familiar face will return to the Clearwater City Commission next month after city commissioners ' did the right thing Thursday night and appointed a temporary replacement for Whitney Gray, , Former Commissioner J ,B. Johnson will fill the ---gap ably, providing a :fifth vote and preventing any possibility of tie votes in the remaining commission , meetings before the March 9 city election, Some commissioners had at first seemed reluctant to filfthe vacancy, Gray, who has been a hard-working commissioner for almost three years, has resigned. effective Dee, 27 to follow her husband to a new job in Fort his appointment unanhnouslyThursday night , Though he is now 81 years old, Johnson's leadership skills remain in demand in the community, where he has served on numerous boards and in various leadership capacities since -, leaving the, City Commission because of term ' limits in 200l. 'J ohnson, a retired insurance executive, is widely respected for his integrity, City government watchers often appreciated his , plain-spoken ways and his skill at short-circuiting rambllilg debates with a brisk remark and a call for the vote, Johnson didn't brin2' a lot of e2'O to the iob of LETTERS From pig,tragedy~- some acts of true human ,kindness I would like to publicly thank everyone for the help, concern and donations that have come about since the day my pig Phil was beaten, The police, Humane Society, Animals Best Choice Veterinary Clinic and many others were there and ready to help us as soon as we called them, These people came to , Phil's rescue, and basically took control at a time when we had no idea which way to turn, I can't thank them enough. ,. I would also like to thank tlie riledia:Tlie . newspapers and 1V reporters got word out . about the terrible thing that happened to Phil, and from that came the overwhelming , support of the community. Donations that came in to Tarpon Springs High School, to help the agriscience program; to the Humane Society, to help cover the cost of Phil's care, and reward money for the capture and conviction of Phil's ahusers. all are so lrreatlv Your voice counts We invite readers to write letters for publication, Address them to Letters to ' :the Editor, the Tunes, 710 Court St., Clemwater, FL33756. Or you may fax them to (727) 445-4119, or.e-mail to npletters@sptimes.com.,E-mail letters must be text only and cannot in- clude attachments. , Letters should be brief and must in- clude the writer's mune, city of r;esi- dence, mailing address and phone num- ber, Addresses and phone numbers will not be published. Letters may be edited for clarity, taste and length. We regret that not all-' letters can be printed, which kills millions of pigs (and not humane- ly) every,day. The other interesting point is, we as a soci- ety get upset about one animal abuse case', yef society allows 60,000 cats and dogs to be killed a year in Piriellas and Hillsborough ,I ....""nfn ~holto....c__ Anrl u.Tf\r~,:::l. U1~ ,::ton;::..n n'!JIu ~'\'- -----:-:--~r:---;-~ ~.,,- ~'-'\- I__~ ' , ~ I I ''l.l' l , \ \ I '. ," , School fro~ Page 1 ,,.--, '7 .,#~~--'" <'_N_~-- ~ - -~--l . . , Temporary 'Oak , Grove'Middle School T GUIf-tQ.;.Bay Blltd, .. . ,.OrlJ~,~Rd: e 0,'. Clearwater High SchooI- - -. \ , \ "'IN, ,It;''Ji 1""t\~.' e<-;t. ;;.; ,t~, 'O'NI.ctitt< i ~(ff "'-.' , \:"" .. ~ q it . 'nDvAill~rois IV Ouri!&::':~ . .,t'~'r '"k;:":d'~~~f' ',~ ,~,."I: "', ill '..l:'\D~\y,! ,'~ ~ ': 1: , .; ': ll-~ " .~'" i r("'~ :"'~f' .-''Y:~ : ~'t "'TODAY. ')",""" LIGHT UP THE' BAYOU: Spring Bayou' in Tarpon Springs will,b~ iIIuminat- ' ed with holiday lightS throughouf Christmas Eve, Craig Park will glow, 'If the weather is bad, however, the park yvill,~e lit on EPiPhany.~Eve in- "Stead, ' " ' It SAtuRDAY ... t. ~REAKFAST: Grace Luth~fan c:hurch is hosting a free breakfast from 9 to ",....... "'-r--;--r-- / I , I -'y/"-'~- .~ ?J,' ',~.,.' '~ .. , 1r. J, ~_ )"1, , -------- -, , , \..1 . r ;; 1.' . , , '" . ,., 'J; p r t , , t ' I" " OPE,RA: Y~\.J.n,,;p~rf9~~~,,~\IJ;~in'g , , ,J' ~',: ':", ~;:' " \,\i;p ~ songs:frorr gra,nd'operas to Broad- . 1 " ~ 1"-J''';~j)W''~' :, " ~ayshow:s.~\,~P,.,!I',,~,t.\~i:l.!r~P, I:' ~' . "~>' ,ii,.,V, '~" Cultural Ceriter,' 1 05 Central,Park ,-; , McCormick-Hallett ' Drive; $9,50, C,all58f6793, ',. : Krlstirl'Hallet/:,'and Steplieh'Mc-,' .. j' h' ., I '''t':'' .' ',," CoriPi~k"~ere .m~ed., Oct, '11, MONDAY", ',' , . . ""..'..,,-,-c -, 2003:"at tli~ Hilton~Nor$,. 'Reding-, '.' "~', , ton B'e3:cn,'" . '~ 'I ,HOLIDAY UNDER THE'SEA: The Clear,; , ";'.r~,,{~f~ ~ ~ t~"ilAt"'" 1 "~ . ,1, '-.,' ."':.",, . t , 'The bride is the daugliter of waterMarlne Aquarium Invites you, Ka:tW~~~r~ll~tt of Tarpo,p ~p.rip.gS ,to experie.nqe,a ~ni9~p p'r~gral)), ' ~'l and ,,;~~s~~u.~ Hallett, ofJ~21~P~d, called.HolJg~yund~r th~ SeE!, f~~7 " . }be 9t;?~~~o!ll is the 8.W1, m~Lyle, turing phQtos,With ':Santa Dolphin" '; Butcp. ,~<t I1nda McG~nw<;k of and "Turtle lilf' from 6 to 9 p,m: ' Day1;~~a;~~ac~~, ,: , ";,p ,'~ i' ',I' .' There Will be animal presentations, h Thd pe 6nk'~HJusli-.aS' ,grh,,~~ql.y(aNJ~y,o)f 9rd- througho4tthe,~venin~ra'swell as " c ar ar 19 c 00 "an h . 'th ift 'h $5Z the 'University of South Florida, s opp!ng ,In e g, sop. lor ' She ,is an account executive for adults, children younger than 12 " , AchieveGlobal Inc, and CMA ~e"!bers free. Th.e . , , The bridegroom is 'a graduate aquarium is a,;r2~Wina~aird Pas- of .Deland 'High School. and' the sage on Island Estates. Call University of,Central Florida, He is 441-1790, e~,221, . , an' electrical design erigineer for Omega Coip~ ' ',' WEDNESDAY , ' 'They: ~';'~ in ,Land 9'Lake,s, , CT ,,~TIMES;;;. SUNDAY, DECEMBER 21.2003 I r I ~ \ L~;"",'"'''''' ' ; ~ , "'f ~-.....,< , ., , , " , .... *"r \ ~ % ,,)' ;~ '\l,"~ 1. . .~i.\:.,l. ~ ~~,tj J), ," :~" ; , , ~ ~ d~'" C '1 b' ".' '." ~( ii e e ',rat1iens':, ' " !c.~ ~';~ ~i', \~~~..~Z;.'r>e-'VI ;;~,< 'tCeJebllltl~lsa,pald;adve, ' feature.., : , - \ -\~t l;,; ~,' .I..1'1i,' ,oUlle Sf. Petersburg.77mest lejil. {" ; ^ ~ ,I ,. . 't.~" , ~} I, anyone,wlshlng.to place nce!l1~nt ' ",e; a1ibut,silecIaFe,venrs sUe ,dingS;", ell t " aiJnlVersartes;~lrthdays.. enlsfor! ;1' I~~~' any' lbther lmique 'event. 'rfpall! . "," ',n l " ~ Ii " '~ \'t , , CeJebnltlons announcemeJJt,YQu'geHo pick': !'f l c, ,,' , """"~'r ' \ :'the SUnday It appearslh'ffie"~edlie size " , , \ r ". I } '_ Cr" .I~ , ," \ ~ I' ~ ~ " otthe announCement; what It,says and, n,' 'fyou':' wiS6'!lI1e",pt\OtO~thaiappwarS:WIll1~' , __,;- ~ \ ,A! < ~ J-j: ,~r I ' ~ ", ,~ \ ! your message, For more lilformatlon on" , , _ placing a' ~Jebiatlons,~~no~~me~ c811 : " " ' " ' , "J' ' . ,l72ry 893-8982, or vis~ yg~r !~, ~mes M~81 ~.~. ~'~~.~8'" ~Id ", '... " office to receive an Information packet ~ ,ViSit us onlme.., "f'!. l J",co ~ot:ilttdatihe8o!!~~ftKlr~ '", wwwruDRiI18S0Clm"ofEnterprlSe&'McMullenBooth ,...J1ttmdiu~,~~tmt$ ~ " ',m,i, ; I ,I ""8' 1"I"""1,24~~~~~;I~~'~h , to!', , '-: '''>>1,'; .. 75538' . , ". . s~~ I:!~kbropk PIlii\', 0" <', . , , " " . I (~~' ~ 4' I ,':' < 1 : \ \' ~' , " ;'J ;- " I ~ ' ~ l, : ; .i 4. ' ,.. I, -, . f ~ I '~;'," .-, ,J, ' i'..' I It \t . r ~ . , , ?t ~f ,} > 't. >,' > " , , I .. C)ffo 's-~~ Dfr~ ~Yl1 (rJr;Jt/Z; ~/1T!L-~f ~ - . t..A,..,"" I N GJ -rrel&€-~ H.:JGl A(2(.~r-r~c(~ J'/6-,./ I .:v' cJ'~ /VII ~ IE I. M-ELOJJ6 10 IS. " ev,' DOI."; S /'2- - ::; - () 7 P',/t- c" o.~ II- c~~ ~-' /t./t- r--~-z..,-~/'.?C fLAl/N//'{b Sb l ~! S6G/O /)'-'f13o Af1)f-tLA.~ (!,D ~~LS S'+7- ~ / D~ Pc 5; - IZ, ~/ w~ tifJ .fe;'/~ ""111.1:f2- S, '- -1/775" S;z?/Zfi1 " 2-- '171}-) ~()<j- GIrt s " 2. - 4"1 4 8 f.vJ. ~z - "1'11 ~l'? 'Z"'K b' ~'Gob ~2-~ r:/-? 5"(0 '2. - '-('1 e ( >'11- 72 ~cP ~Z2-'I3/7 S3S- by:ol7 ~l(AcrA'A p I f(liei7J~ ~#? /R~ /JILT fC76 G" F... YOvN~ py Available ',. 7" DRC COMMENTS - 12-03-03 Oak Grove Middle School Temporary Site, 540 South Hercules Avenue Parks and Recreation: No P&R comment since the Pinellas County School Board is exempt from impact fees per Florida Statutes Section 235,26(2)(a), Stormwater: 1. SWFWMD permit or letter of exemption is required prior to CO 2, Demonstrate that collection swale along the south property boundary is adequately sized to convey the entire upstream basin for a 25-year design storm, This includes the capacity of the 8" PVC under the access sidewalks, 3, Specify a floating turbidity control curtain for sedimentation control at Allen's Creek. Include detail of installation, 4, Show limits of sump located within pond, 5, Revise pond drawdown filter so that pond recovers within 24 hours per City of Clearwater Criteria, 6, Please provide typical cross-section from bus driveway, through swale, to Druid Road, 7, FYI, the bank along this section of creek was recently reconstructed, For whatever reason, the previous project had minor difficulty establishing and maintaining sod, Engineer may wish to take this into consideration when determining final slope treatment and method of slope stabilization, Traffic Engineering: . Please in stall both a no right turn (R3-1R) and a left turn (R3-2L) sign along Druid Road to prohibit vehicles from turning into Arcturas Avenue, The sign design and placement must follow the Manual on Uniform Traffic Control Devices (MUTCD) , . On the civil site plan show sight visibility triangles at all street intersections and driveways, Objects within the sight visibility triangles must not exceed 30" in height from the ground, . Move northern most 6' high fences on Arcturas about 100' to the south, General Engineering: I. 3 , 4, 5, 6, 7, Planning: 1. This site plan is being considered as neither an FLS (Flexible Standard) nor an FLD (Flexible Development) review, What is the portion of the existing "Druid building" that will house the middle school functions? What school uses will be located within the Druid building, How will the vehicular and pedestrian movements to the Druid building work? How will the busses queue on Druid Road? Where is the parent/public parking? Label typical width and length of a parking space within the faculty/staff parking lot. 2, . I c( DRC Comments 12-03-03 Page 2 8, Label the maneuvering space for the faculty/staff parking lot. 9, Define the Druid building parking, 10, Label the curb cut width at Druid Road, 11, Where are the rest rooms? 12, Label the pond located to the west of the faculty/staff parking lot. 13, Show the Druid building with heavier lines, 14, Label the vertical lines shown, northeast of the bike area, where the vehicular drive behind the relocatable classrooms meets the Druid building drive area, Separately, a site plan for the permanent new Oak Grove Middle School was received by the Planning Department on November 21, 2003, Upon review of this plan set a determination was made that neither FLS nor FLD applications are required, as long as the building height dose not exceed 50 feet. Solid Waste: How will solid waste be handled? Land Resources: 1. Tree survey is incomplete, some trees are not located, all trees 4" DBH and greater are required to be shown, some trees are not dimensioned, some trees are dimensioned wrong and tree canopy's are required to be shown, 2, Once this data is shown on the plans efforts must be made to maximize existing rooting area, Move retention pond to a minimum of 2/3 of the drip lines, 3,A tree inventory was conducted which shows tree health on a scale of 1-5, 1 being poor- 5 being outstanding, A copy of this inventory will be supplied, revise plans to preserve trees rated 3-5 and remove trees rated 1 & 2, 4, Relocate structure S-6 farther away from the 12" UN (actually an elm), 5, Relocate water tap 30' to the west to avoid the 18" (actually 28") oak. 6, Remove "Type B" tree barricade detail, revise "Type A" to reflect city standards of 2x2 post with lx4 rail. Fire: No comments, Environmental: No comments, Community Response: Landscaping: No comments, S:\Planning Departmen^C D B\FLEXlPendmg cases\Up for the next DRClHercules S 540 - Temporary Oak Grove Middle SchooT:IDRC Comments. doc Oak Grove Middle School 1370 S, Belcher Road RESPONSES TO CITY OF CLEARWATER DRAINAGE COMMENTS 1-6-04 Drainage Review Comments 12/29/03 1. SWFWMD permit or letter of exemption is required prior to CO, (SEE ATTACHED) 2, Assumed tailwater of 17,0 does not correlate to Pinellas County Allen's Creek Watershed Study, The published study indicates a tailwater elevation for a 25-year, 24-hour event to be 19,99. Routing is not expected to be effected by this change; however, please update the stormwater report accordingly for proper recordkeeping, (SEE ATTACHED REVISED CALCULATIONS) 3, City of Clearwater Stormwater Criteria requires the drawdown of a dry pond system within 24 hours, Please revise your recovery accordingly, Length of underdrain in plans and calculations differ, (WE HAVE REVISED THE CALCULATIONS AND PLANS ACCORDINGLY - UNDERDRAIN LENGTH IS NOW 130 LF) 4, Within the southern drain for the infield of the track, raise rim of manhole to the pond design high water elevation or greater, Else move the manhole outside of pond area, (WE HA VE REVISED THE TOP ELEV A TION TO 22.20) 5, Show floating turbidity curtain in Allen's Creek to run parallel flow direction rather than perpendicular, Show detail of installation, (WE HA VE SHOWN THE FLOATING TURBIDITY CURTAIN PARALLEL & HAVE ADDED A NOTE REFERNCING THE INSTALLATION PER FDOT) f ,. \ \ \. TABLE OF CONTENTS 1.0 Project Description 2 2,0 Drainage Design Summary 2 3,0 Existing Conditions 3 4.0 Proposed Conditions 3 4.1 Storm Water Treatment 3 4,2 Post-Project Discharge Rates/Stages 3 4.3 Tailwater Conditions 4 5,0 Operation &, Maintenance of Storm Water Facilities 4 6.0 Conclusion 4 APPENDIX A: APPENDIX B: APPENDIX C: APPENDIX D: APPENDIX E: APPENDIX F: APPENDIX G: APPENDIX H: APPENDIX I: APPENDIX J: APPENDIX K: APPENDICES Drainage Calculations Tierra Soils Report SCS Soils Map USGS Quadrangle Map Vicinity Map Location Map FEMAlFIRM Map SWFWMD's Topographic Aerial Map Evidence of Ownership Operations & Maintenance Instruction Letter Pinellas County Aerial (, t~" ReVisions per comments fi:om City of Clearwater - 1-5-04 "r ~ 1.0 PROJECT DESCRIPTION The Oak Grove Middle Scbool is located in Section 24. Township 29 South, Range 15 East in Pinellas County. Florida. The address of tbe existing facility is 1370 South belcher Road, Clearwater" FL. The site is bordered by Oak Grove Estates to the north. SWlset Gardens to the south, South Belcber Road to the east and Allen's Creek to the west. The proposed project will consist of the redevelopment of the Oak Grove Middle Scbool. Tbe existing middle school will be demolisb~ with the exception of the track and one building that will be relocated onsite. A new 168,762-square foot middle school building.. play courts and associated infrastructure will be constructed to accommodate 1,,375 students and 120 staffmembers. Associated infrastructure wiU consist of a dry storm water detention facility and the addition of access and circulation improvements to serve the facility, 2.0 DRAINAGE DESIGN SUMMARY George F. Young. Inc. (GFY) modeled the pre-developed conditions in accordance with City of Clearwater criteria to establish a pre-development discharge rate. Since this is a redevelopment project we will follow the City's criteria and only use ~ of the actual Weighted C calculated. We will also use a Time of Concentration of 1 Hour, even though the actual T.O,C, was calculated to be 40 minutes. Tbe proposed dry detention system is located at the southwestern end of the property in an "L-Sbaped" configuration and runs along the south boundary line and between the track and top of bank of Allen's Creek, This pond will provide both treatment and attenuation for the storm water runoff from the entire post developed basin area, then provide for an o1fsite flow rate equal to or less than the pre-development conditions. Treatment of the first %" runoff over the 14,28 acres will be provided by an under-drain system. The Made Land (Ma) Soils appear to be marginal "7",'" for filtration. Also in the area of the pond, according to Tierra, in both ':-:' 11, ~'(;~t}~;" '" .. "'.... -(1~}.I~/:'Il~J~.J 1,~c#~t"'f.'" theIr July 23.2003 Goo-technical Engmeenng SefVJces Report an5l,'.tIielF~f'~":-':\~ ;;::,~~,$/fi" supplemental letter dated October 10, 2003 there is high gro~J~~~,i!~\l,"':::":t':;):>') :,j"' h .., r~" ',>' t e vlclmty. ,i'of?,", \\1\\11111""//'/'1,. ~ti \\'\", ~"..)I' / rf, ;I~'lf.., fr, l' ",' ,\' ":' t,. d~ 1/" "/:" '., , ,jt~ ~ ,,~/fJ' ~" '7;)' ~.. . .... {/ J,./; //,,;' "D'~' : ~ "\;'*:'" 'Y'n"a""'~~ ,..I, oftW" t:Y' ~/(11 ,1' 'i;t.;(l" J~....., \l;"~ aY1(.)~:i;.: ,1' i ,;r:\"t I/'.. _~!.\.. ;>J' "::... ri) : : i"" :f ~-;'''.!J ,')....1;,,-- ~J,j (' , = ,if ' '. '0< "n'rri~\\"l. 'll' ,! :. ,~: 1 = 1"( " 'y ~-r-t~, ,1:' .f~ :. ': ';: f ~\.. ,~l~ ~ ~:: : . ~ ~ ~ : J I ;.~ -~ ,< : L{I\tl~ rfir" rJ,: ~'"<I~~' ,,'1: J = ,1='b'R'E~NO:[-~~g8:" t;; ~ , , \ '( 1. -:.. ? "", r~~~t.:{)," "l<lj) .. ~ : .~ ~ ,', ~,/ (# '\''<'' f.', OR\'& '" ,,' ~ .: :,;~ Page1:nf4 'J ,'I; ....:)':/f' {.!J:::' ..... 'rJ'" '/' ~;j I "/ "" ~ ,?', 11", · ... ~ ~~. 'f. , " "M .~~,~ (/;"-1-? 1..<rl(O~~J.:;lP'A"0:~~; ~,~ ~,~',' l ~i,i~/!?:'f L\PROJECT'ENG\it'.:.'i i-H{l{\l-OiJ Oal-.. Grm" ;v'IS\cak-.;\C'11\ of Ckan~ater Drai~41ge C:~k:, R"p...",fA;;J~5<4l<.L~i1! L' ' ;\\\,\\\ . <~i. ," .. .~! ; ~ >[.J , ~ II , , J t II I I II l I , 't}; I. . . ' " . ~, ):" t' 3.0 EXISTING CONDffiONS There are no known existing storm water pennits for the Oak Grove Middle School site. The site contains 19.817 acres. Of the 19.8 +/- acres, approximately 3,16 acres are track, 0.80 acres are other surface waters (Allen's Creek), 0.03 acres are footbridge access across Allen's Creek and 0,45 acres along Belcher Road is not contributing to the basin flow. These areas are excluded from the pre-development basin, The remaining 15.38 acre pre-development basin contains 5,77 acres of impervious area and 9,61 acres of pervious area. The pre-development weighted"C" (using a Rational approach) was calculated to be 0.48. Historically, the site drains west towards Allen's Creek. The pre-development Q was calculated to be 13.47 CFS using the T.O,C, of 1 hour and a weighted "C" of 0.48/2 or 0,24. 4.0 PROPOSED CONDITIONS 4./ Storm Water Treatment Storm water treatment will be provided in the proposed dry storm water detention pond for the north parking area. The detention pond was sized to treat the first ~" of runoff from the 14,28 acre post development basin. The treatment volume is 0.595 acres-feet. The draw-down analysis was conducted using an under-drain system, The treatment volume caused the pond to stage to elevation 20.96. This was the elevation set fOT the control structure overflow weir into Allen's Creek. The resulting draw-down analysis indicated that the required length of 6" under-drain was 130' to draw-down the treatment volume back to elevation 20,0 (pond bottom) in 24 hours, 4.2 ,i! ~ ," j The 25 year - 24 hour design high water level stage (DHW) is calculated to be 22.10 (1.14' above the treatment volwne), We have a Type "En Inlet as our control structure with a weir width of 41.50'" at elevation 20,96 that controls the flow out of the pond, The top of the structure is set at the DHW of 22. 10, The pond top of bank is 22.75, The freeboard is just Wlder 8" inches. 4.3 Tailwater Conditions The tailwater condition for the project was conservatively estimated from Survey data for Allen's Creek. We have estimated a maximum tailwater elevation of 19,99. 5.0 OPERATION & MAINTENANCE OF STORM WATER FAClLITIES 5.1 Re.~pon.~ible Entity The Pinellas Comrty Schools will be responsible for the maintenance and operation of the proposed storm water facilities. The contact person will be: Dr, J. Howard Hinesly Pinellas County Schools 11111 South Belcher Road Largo, Florida 33773 (727) 547-7101 5.2 Operation.<; and Maintenance In.vt.ruction.<; and Authorization Letter A signed Operations & Maintenance Authorization Letter with Operation & Maintenance instructions is included in Appendix M 6,0 CONCLUSION ;L"" . . 'I ~ ':' 'l.. , ,~. . r't ' " ~is storm water rnanageme~ plan for the redeveloPl1!~~~f~f Oak t~~~v/~~i;':';~~:" Middle School has been ~eslgned based on both tht?:~~~ of~)~!~r: i',(~';I, and the Southwest Flonda Water Managernent:"Distncfs,,\ont&Jit"ltol/;)U,~~jJ ~~, provide the required treatment and attenuatiotL': i Pos~"/~~i~en!5rll/~ J,f',#: " drainage conditions are an improvement "o~;:,;;~li;~ .:--p~~~~iit',:-l~<:':, cond!tions providing treatment and atten~~Q~;{~t~Nsi~ ~~~e~\I' ~ ,;(.\"<i,~i I; ~,,: , '. preVlouslynone, 'fj~":\,lltf.l:,,,'I:I~',;: . , , '\" "",~.."..,,.(.~l,.:. "~).:'!' ,A",', ,\ ," . n~ ~ ",.' -,;1''' '(",<<...~,~~,' li'~': .::i;'i,1 :"'Wy .' -, f~' f. t fJ t1H1, l",:;f\~: .~I ",'t"J ...'~' if'. 7, " ftJ ll,ltl:l: ~:I!t;:'f~.ooQ...I~~ ,( ..or).:~:~~ ,f ,.~ Paue 4 i}f4 "". \./'l...\"', ,I,J,;!U'<~N "'.- ... ;~I": ~ <t.~~ J\'~I"t ....... 0 ". 1 . . '" r ~',t', ,,1":/" dif"]' ~, /(\ -,',.., r '.1" ~ .,' \;' ., IWROJECT\ENG\033 i-H\,O 1-00 Oai, Gro\'(~ MS\calc..\C1t\ of Clcarv.att.'1" Drainage Cl}.k'.~' '~PJ:-cf'M~,t.'v;)" -' ~ ..~" I, ',:" , , ,j" ~(/)J&e.~" tJ~\~,t13,8 ..! '~~'lilllllllllllll\l'\\'; r.r11,:;t 1~' f urj:~, .vd~,:~;~,Yr~~~:;~~j' ~ f~ I DIRECT UNDERDRAlN CALCULATION SHEET PROJECT NAME: ERP APPLICATION NO.: DISTRICT REVIEW ENGINEER: ENGINEER OF RECORD (EOR): RETENTIONJDETENTION POND #: EOR'S PLAN SHEET #: DATE: OAK GROVE MIDDLE SCHOOL 44002485,001 SCOTT S. HICKERSON, PE DAVIDM, LOVAS, PE POND #1 C.04 & C.OS Revised 1-5-04 L = [(2.3)(D)(Ar)/(K)(W)(T))] [lOG(y11Y2)) Where: L Length (feet) SOLVE FOR 0 Depth of filter sand from top of sand to under-drain centerline (feet) 2.25 Ar . Average retention pond surface area between Y1 and Y2 (square feet) 27.140 (33,397 + 20,883)12 = 27,140 SF K Vertical penneability of the filter sand (feetlhour) 3.00 Y1 Depth from initial water surface to under -drain centerline (feet) 3.71 (20,96 - 17,25) - Area @ 20,96 = 33,397 SF Y2 Depth from final water surface to under-drain centerfine (feet) 2.75 (20,00 - 17,25) - Area @ 20.00 = 20,883 SF W Width of sand filter (feet) 2.00 T Drawdown time (hours) 24 (City of Clealwater requires 24 hour dlawdown) CL Underdrain Centerline 17.25 L = [(2.3)(D)(Ar)/(K)(W)(T))) [lOG(Y11Y2)) l = [(2.3)(2,25)(27,140)1(3)(2)(24)] [LOG (3.7112.75)] L = [140,449,51144) [LOG (1,3491)) L= 126.79 LF USE 130 LFofUnder-Orain , " tl:' : I;: ~'l i~, ~'tr /\ P J~f I (' ~~l',~" '" .' ,1\ ;/",'lDlj.-,,; } i' .... ";t~ ' 'f:!:, ;'"l' 'I' J ~, 'L= 975,34 X ,13 .. An equal Opportun,ty Employe, Thomas G, Dabney, II Cha,r, Sarasota Watson L Haynes, II Vice Chair, Plnellas Janet D, Kovach Secretary, Hlllsborough Maggie N, Dominguez Treasurer, Hlllsborough Edward W, Chance Manatee Ronnie E, Duncan pmellas Pamela L, Fentress Highlands Ronald C, Johnson Polk Heidi B, McCree Hlllsborough T, G, "Jerry" Rice Pasco Judith C, Whitehead Hernando David L, Moore Executive DIrector Gene A, Heath Assistant Executive Director William S. Bilenky General Counsel Protecting your Water Resources Southwest Florida Water Mgnagen~e11!Qistrict ~~~~\;;~!t,.~ ~".:~;;;:~JJJJ:.::~:L .~''"..: -"'~- 2379 Broad Street, Brooksvllle, Flonda 34604-6899 (352) 796-7211 or 1-800-423-1476 (FL only) SUNCOM 628-4150 TOO only 1-800-231-6103 (FL only) On the Internet at. WaterMatters.org Tampa Service Office 7601 Highway 301 North Tampa, Flonda 33637-6759 (813) 985.7481 or 1.800-836.0797 (FL only) SUNCOM 578,2070 Bartow Service Office 170 Century Boulevard Bartow, Flonda 33830-7700 (863) 534.1448 or 1,800,492.7862 (FL only) SUNCOM 572-6200 Sarasota Service Office 6750 FrUltvllle Road Sarasota, Flonda 34240,9711 (941) 377-3722 or 1.800.320.3503 (FL only) SUN COM 531-6900 Lecanto Service Office 3600 West Sovereign Path SUite 226 Lecanto, Flonda 34461-8070 (352) 527-8131 SUNCOM 667.3271 January 5, 2004 RECEIVED JAN 06 Z004 Dr, J, Howard Hinesley, Ed.D, Pinellas County Schools Facilities Design and Construction Department 11111 South Belcher Road Largo, FL 33773 Subject: Final Agency Action Transmittal Letter ERP General Construction Permit No.: 44002485.001 Project Name: Oak Grove Middle School County: Pinellas Secrrwp/Rge: 24/29S/15E Dear Dr. Hinesley: This letter constitutes notice of Final Agency Action for approval of the permit application referenced above, Final approval is contingent upon no objection to the District's action being received by the District within the time frames described below. You or any person whose substantial interests are affected by the District's action regarding a permit may request an administrative hearing in accordance with Sections 120,569 and 120.57, Florida Statute (F,S.), and Chapter 28-106, Florida Administrative Code (F.A,C,), of the Uniform Rules of Procedure. A request for hearing must: (1) explain how the substantial interests of each person requesting the hearing will be affected by the District's action, or proposed action, (2) state all material facts disputed by the person requesting the hearing or state that there are no disputed facts, and (3) otherwise comply with Chapter 28-106, F,A.C, Copies of Sections 28-106.201 and 28-106.301. FAC. are enclosed for your reference, A request for hearing must be filed with (received by) the Agency Clerk of the District at the District's Brooksville address within 21 days of receipt of this notice. Receipt is deemed to be the fifth day after the date on which this notice is deposited in the United States mail, Failure to file a reque'st for hearing within this time period shall constitute a waiver of any right you or such person may have to request a hearing under Sections 120.569 and 120,57, F.S. Mediation pursuant to Section 120.573, F,S., to settle an administrative dispute regarding the District's action in this matter is not available prior to the filing of a request for hearing. Enclosed is a "Noticing Packet" that provides information regarding the District Rule 400-1.1010, F,A.C" which addresses the notification of persons whose substantial interests may be affected by the District's action in this ma,tter. The packet contains guidelines on how to provide notice of the District's action, and a notice that you may use. Permit No.: 44002485.001 January 5, 2004 Page 2 The enclosed approved construction plans are part of the permit, and construction must be in accordance with these plans. If you have questions concerning this matter, please contact Scott S. Hickerson, P,E., at the Tampa Service Office, extension 2033. For assistance with environmental concerns, please contact Rick A. Perry, P.W,S" extension 2056, Sincerely, ~G4V Alba E. Mas, P .E" Director Tampa Regulation Department AEM:SSH:RAP:elb Enclosures: Approved Permit w/Conditions Attached Approved Construction Drawings Statement of Completion Notice of Authorization to Commence Construction Noticing Packet (42.00-039) Sections 28-106.201 and 28-106.301, F ,A,C, cc/enc: File of Record 44002485.001 David M, Lovas, P.E., George F, Young, Inc. SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ENVIRONMENTAL RESOURCE GENERAL CONSTRUCTION PERMIT NO, 44002485,001 I Expiration Date: January 5, 2009 I PERMIT ISSUE DATE: January 5,2004 This permit is issued under the provisions of Chapter 373, Florida Statutes (F.S.), and the Rules contained in Chapters 400-4 and 40, Florida Administrative Code (F,A,C,), The permit authorizes the Permittee to proceed with the construction of a surface water management system in accordance with the information outlined herein and ~hown by the application, approved drawings, plans, specifications, and other documents, attached hereto and kept on file at the Southwest Florida Water Management District (District), Unless otherwise stated by permit specific, permit issuance constitutes certification of compliance with state water quality standards under Section 401 of the Clean Water Act, 33 U,S,C, 1341, All construction, operation and maintenance of the surface water management system authorized by this permit shall occur in compliance with Florida Statutes and Administrative Code and the conditions of this permit. PROJECT NAME: Oak Grove Middle School GRANTED TO: Pinellas County Schools Facilities Design and Construction Department 11111 South Belcher Road Largo, FL 33773 ABSTRACT: The proposed project consists of the reconfiguration of an existing school site, Attenuation and water quality treatment are to be provided by the proposed effluent filtration pond, This permit completely replaces the previous permit, MSSW Permit No, 40002485,000. OP. & MAINT. ENTITY: Pinellas County Schools COUNTY: Pinellas SECITWP/RGE: 24/29S/15E TOTAL ACRES OWNED OR UNDER CONTROL: 19,82 PROJECT SIZE: 14,28 Acres LAND USE: Government DATE APPLICATION FILED: October 10, 2003 AMENDED DATE: N/A Permit No.: 44002485.001 January 5, 2004 Page 2 I. Water Quantity/Quality POND AREA TREATMENT TYPE NO. ACRES @ TOP OF BANK 1 1.15 Effluent Filtration Total 1,15 A mixing zone is not required, A variance is not required, II. 100-Year Floodplain Encroachment Compensation Compensation Encroachment (Acre-Feet of fill) (Acre-Feet of excavation) Type Result (feet) 0,08 0,08 EE N/A EE = Equivalent Excavation to offset project filling per Section 4.4 of the District's Basis of Review. III. Environmental Considerations , No wetlands or other surface waters exist within the project area, Watershed Name: Tampa Bay Drainage A regulatory conservation easement is not required, A proprietary conservation easement is not required, SPECIFIC CONDITIONS 1, If the ownership of the project area covered by the subject permit is divided, with someone other than the Permittee becoming the owner of part of the project area, this permit shall terminate, pursuant to Section 40D-1.6105, F,A,C, In such situations, each land owner shall obtain a permit' (which may be a modification of this permit) for the land owned by that person, This condition shall not apply to the diviSion and sale of lots or units in residential subdivisions or condominiums. 2, Unless specified otherwise herein, two copies of all information and reports required by this permit shall be submitted to: Tampa Regulation Department Southwest Florida Water Management District 7601 U.S. Highway 301 North Tampa, FL 33637-6759 The permit number, title of report or information and event (for recurring report or information submittal) shall be identified on all information and reports submitted. 3, The Permittee shall retain the design engineer, or other professional engineer registered in Florida, to conduct on-site observations of construction and-assist with the as-built certification requirements of this project. The Permittee shall inform the District in writing of the name, address and phone number of the professional engineer so employed, This information shall be submitted prior to construction, , Permit No,: 44002485.001 January 5, 2004 Page 3 4. Within 30 days after completion of construction of the permitted activity, the Permittee shall submit to the Tampa Service Office a written statement of completion and certification by a registered professional engineer or other appropriate individual as authorized by law, utilizing the required Statement of Completion and Request for Transfer to Operation Entity form identified in Chapter 40D-1, F ,A,C" and signed, dated and sealed as-built drawings, The as-built drawings shall identify any deviations from the approved construction drawings, 5, The District reserves the right, upon prior notice to the Permittee, to conduct on-site research to assess the pollutant removal efficiency of the surface water management system. The Permittee may be required to cooperate in this regard by alloVfing on-site access by District representatives, by allowing the installation and operation of testing and monitoring equipment, and by allowing other assistance measures as needed on site, 6, The operation and maintenance entity shall submit inspection reports in the form required by the District, in accordance with the following schedule. For systems utilizing effluent filtration or exfiltration or systems utilizing effluent filtration or exfiltration and retention or wet detention, the ins'pections shall be performed 18 months after operation is authorized and every 18 months thereafter. 7. Prior to installation of the filter media, the Permittee's contractor shall submit a certified test of the media to the Permittee's Professional Engineer and the District. The test shall address the following parameters: uniformity coefficient, effective grain size, sieve analysis, percent silts, clays and organic matter, and permeability testing (constant head), If testing indicates the actual permeability rate is less than the value specified in the permitted design, a permit modification will be required to lengthen the effluent filtration system. The Permittee shall also notify the Surface Water Regulation Manager, Tampa Regulation Department, at least 48 hours prior to commencement of construction of the effluent filtration system, so that District staff may observe this construction activity, 8. For dry bottom detention systems, the detention areas shall become dry within 36 hours after a rainfall event. If a detention area is regularly wet, this situation shall be deemed to be a violation of this permit. 9, If limestone bedrock is encountered during construction of the surface water management system, the District must be notified and construction in the affected area shall cease. 10. The Permittee shall notify the District of any sinkhole development in the surface water management system within 48 hours of discovery and must submit a detailed sinkhole evaluation and repair plan for approval by the District within 30 days of discovery, 11. The District, upon prior notice to the Permittee, may conduct on-site inspections to assess the effectiveness of the erosion control barriers and other measures employed to prevent violations of state water quality standards and avoid downstream impacts. Such barriers or other measures should control discharges, erosion, and sediment transport during construction and thereafter. The District will also determine any potential environmental problems that may develop as a result of leaving or removing the barriers and other measures during construction or after construction of the project has been completed, The Permittee must provide any remedial measures that are needed. 12. This permit, Construction Permit No. 44002485,001, amends the previously issued Construction Permit No, 40002485.000, and all conditions are replaced by the conditions herein. , '. Permit No,: 44002485.001 January 5, 2004 Page 4 13, Refer to GENERAL CONDITIONS No. 15 herein, GENERAL CONDITIONS 1, The general conditions attached hereto as Exhibit "A" are hereby incorporated into this permit by reference and the Permittee shall comply with them, {};f~ Authorized Signature ~ CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 loNG RANGE PLANNING DEVELOPMENT REvIEW December 3, 2003 Mr. Jim Miller, Director Real Property Management Department Pinellas County Schools 11111 South Belcher Road Largo, Florida 33773 RE: Oak Grove Middle School Temporary Site, 540 South Hercules A venue Dear Mr. Miller: The Planning Staff has reviewed your application as referenced above. After a preliminary review of the submitted site plan set, staff has determined that the proposed plan set is generally complete. I have the following comments. 1. This site plan is being considered as neither an FLS (Flexible Standard) or an FLD (Flexible Development) review. 2. What is the portion of the existing "Druid building" that will house the middle school functions? 3. What school uses will be located within the Druid building. 4. How will the vehicular and pedestrian movements to the Druid building work? 5. How will the busses queue on Druid Road? 6. Where is the parent/public parking? 7. Label typical width and length of a parking space within the faculty/staff parking lot. 8. Label the maneuvering space for the faculty/staff parking lot. 9. Define the Druid building parking. 10. Label the curb cut width at Druid Road. 11. Where are the rest rooms? 12. Label the pond located to the west of the faculty/staff parking lot. 13. Show the Druid building with heavier lines. 14. Label the vertical lines shown, northeast of the bike area, where the vehicular drive behind the relocatable classrooms meets the Druid building drive area. Separately, a site plan for the permanent new Oak Grove Middle School was received by the Planning Department on November 21, 2003. Upon review of this plan set a determination was BRIAN J AUNGST, MAYOR-COMMISSIONER HoYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER FRANK HIBBARD, COMMISSIONER * BILL]ONSON, COMMISSIONER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" ". -I V Mr. Jim Miller December 3, 2003 Page 2 made that neither FLS or FLD applications are required, as long as the building height does not exceed 50 feet. If you have any questions, please do not hesitate to call me at 727-562-4836. Sincerely, h1/~ ~. ~ Michael H. Reynolds, AICP Senior Planner S:\Planning Departmen^C D B\FLEJN'ending casei\Up for the next DRClHercules S 540 - Temporary Oak Grove Middle SchooflCompleteness Letter.doc / I I t, ~ J I 1'1 .;...1 . -eo.. I' ::"1!.I~'Ua at CI~;;tu:,)' ~ I I,. ~ ~,' . . / r.. ..\ "f-C ,~r~ :: ~. ~ \, ) '. '\ , , , if t .~ t.'4";~~"". t L ,V' , ", ''1'''. ,\ 41s1;, 'j, ' :' , /l ,,1 i~ '\ _ 'J , "1 ' ': ~ \ t ' . ',".. ",.- ,;. '"t..".. A:\: . ~.~ ..,,~" J.l..-. :: ,," - . ,Ill."'" , l "~ tIT "'II :., .~{!. .,<fllt "ft", '.vr ieI i " ,,* l-r . , '; r"- : . u<:o-I CJtif- . : 'iV\15. ~\~ ~ sJtoo l PJw& 'lflv't- lh 0+ :y~. - ~~~ 6t~ -' 110 W 0::> wZ IlI::w ::) > &I) < 9 u ~ Q~ ~::> 20 o ~. f! Z w > < tn &&.I ... ::> U AI: W :c () Iii HARVARD JOLLY CLEfS TOPPE ~ . , . , ~ < z o ~ a: Iii HARVARD JOllY ClEES TO PP E ~~ . I ^ Oak Grove Middle School New Middle School, Clearwater, Florida ~~.._' ~h~ ,F 'I La -r'-/ IVJ n. ') ) ) T1L '\ ) ... , - - ~,"? 2'~6 . ~c=::: 117-"12,2- - Y.'3l 727 -:; , - 121 - S If '7 - ~ 16.6 72'7 - St>S- b 'fO f7 ~ WALTER POWNALL SERVICE CENTER 11111 S. Belcher Road Largo, FL 33T13 (727) 541-3526 School Board of Pinellas County. Florida Chairman Lmda S Lerner Vice Chairman Jane GalluccI Lee Benjamin Nancy N Bostock Mary L Tyus Brown Carol J. Cook Mary L Russell Supermtendent J Howard Hmesley, Ed 0 Pmellas County Schools IS an equal opportumty mstltutlOn for educatIOn and employment '" _1~<:,..., ' I~-S : ~,-~ .. ~ ............... PINELLAS COUNTY SCHOOLS q}OfJe'lno'l ~ ~f:e.ttitlf} c:4wad CWinne'l , W ,NOn 1 ;~J ~ PLANNIN~ & DEVElOf'i..'. 'I\.rr aves cn Y OF ClEARW~~.: ~'f:l November 20, 2003 Cynttiia H. Tarapani Planning Qirector City of Clearwater P.O. Box 4748 Clearwater, FL 33758-4748 ./ Re: Oak Grove Middle School/Druid Complex Dear Ms. Tarapani: Per our conversation last week, the School District has completed plans for Oak Grove Middle School and ~e.t~~.~!i;~.!)yita~i1ities.at..tli1e..Qr.uid_Coio.Ji< to handle the Oak Grove students durin'g construction of the new Oak Grove Middle Scfiool~~ou are aware, we are currently installing relocatables on the Druid Complex site and are making modifi~ations within the Druid building to accommodate a portion of the school operations. We have worked with Paul Bertels on pedestrian traffic issues and vehicular circulation, including bus and parent queuing, staff and visitor parking, and the temporary closure of Arcturas Avenue. The Druid site is being prepared so the middle school can move all operations to the site during the winter holidays and begin school on the Druid site when they return on January 5, 2004. The contractor will then demolish the Oak Grove facility and begin construction of the new school. The project will take approximately 1-1/2 years to complete. The new middle school is scheduled to open for classes in the fall of 2005. I am providing you 15 sets of plans for your review for both the Oak Grove'Middle School project and the temporary facilities at the Druid Complex. Once you have reviewed the plans, we. would like to meet with you and your staff in early December so we can discuss and work through any issues prior to the winter holidays which begin December 18th, I will also be out of town from November 24th until December 2no. Your cooperation and support are greatly appreciated. If you have any questions. do not hesitate to contact me. JerelY, ~:f~e/!1f1t1 Real Property Management Department Enclosures (addressee only) cc: J. Howard Hinesley, Ed.D, Supenntendent LeWIS Williams, Area II Supenntendent Tony Rivas, Director, Facilities Peer Lovfald, Senior Construction Coordinator Patricia Bell, Principal, Oak Grove Middle School Paul Bertels, Manager, Clearwater Traffic Operations Ron Zajac, Harvard, Jolly, Clees & Toppe Jon Gotwald, George F. Young, Inc. JHM vfp RP OakGrove Tarapano Plans Pnnted on Recycled Paper o <( Ck:::: >- U) LLJ 0.... <( <C -1 LLJ eL ~ >-1LLJeL.U_ UJ Ck:::: 0 -1 0 ~ <C ---, U f- U <( CY: I <( 0J f'Jt ~ $ _....~~-. $ ~1:, lo-l~-tO zri := "., -0 -it 0 '. i -0 f. "0- (<)<>> ~-(<)~ I '''Q iI!. -0 I lSafJ~ ~ - .....-0 ~ ~~"co ~"in~ RJM; Iii! .. ..' .-o~ , -s- " j<<O-W') :lSn~ ij~ni I k fJ! .... ul!:~ I . " _ tiOCi I J rJ~~ I D!I(<)~ X:JFldW J OlnHO ~ o o I U (j) w ~ o o ~ >- cr: <( cr: o ~ ~ w ~ o <( o cr: o ~ cr: o o n OJ "\ <( o cr: o ~ u_ ~ cr: w ~ <( 5 cr: <( w ~ U W') DI~_o- IllO '!~O- O~O- J.. 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I I I , ..- & i I ~ :11. ~lI tl!l ~ .. -.:-"" .- .. 2" Bo.ll Vo.IV/ I I! HoD Bibb ---- 'j'lil 3/.' Go.lVo.nlze-J .. I 8 TYPICAL VALVE SETTING ~~ -.' -- .. TEMPORARY BLOwOFF - -- - AND SAMPLE TAP n,t.s, III! ~ ~ HARVARD JOLLY CLEES TaPPE va I & f4. ~ t > III 0 ~u 1f4. ... 0 C\J~ ! , - ~~~v V"~"'1-...y - 'V'/J(. AdJusto.bl~ _ Vo.lve Box ~ . ARC HIT E C T S , P. A , A I A 2' Go.lvo.nlze~ 'Jhen Vo.lve Occurs In ROOoa' set BOose on lO-CoAAon Brick. 27U NWh ~. N. St. ~ A.. 3370. 727/896 4611 , , ) \~ k~l 1/ 1/ 1/ 1/ 1/ 11A'" ~ ::~J / '" ~ Io'o.t.... Mo.ln Mech. Joint Vo.l ~R t I In J I t es ro.n g on 2' Corporo.t~ ~ ~~.. .m'~ , --t-- r ~I~ -----=-- ~ j!! Ii - mw.~iW ~ 5IS. bi~ A. 33609 813/286 8206 ~ l! - ~ WI T o.pplng So.ddle ~L --" il e:- ~[ ~ ~L ~~ Y ~ .a.> Mmo ~ SJII ml\~R. 33916 941/275 1174 ~ -;; Restro.lned ~( T OoPped Plug J.:::::::= ~ g TOP CONNECTION 't23 W ODti Dr. SJIt m Qbd~ R. 3 2 8 0 4 441/422 9111 CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING ----------. ------ -.~,--- R'CZL\"'n5Y TEMP BLOVDFF _ CH,~K'~ ~a'o --- --A-Nb- ~ - --S'AM-r:~ (TAP DES!,:::\:C 9" ------.,,-- ._-._~.- CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMIN!STRATION ENGINEERING TYPlCAL He.. E SETTlN::J CRgSS-SEC Tl[JN - END CONNECTION OCOC ":", " . ~ ATE l. "-9' 'C- /C 214 W Ffth ~ ~~Fl 3 2 .. 0 1 850/769 1815 .:.....EC><~C ~" Ape JE S-,~ ,/' Rt ~ ~-:- :E:SC~~~il(Jl" P[,- DATE DESCR!P~ ,~:'. ", L M C000119 SERVICE CONNECTION DET AIL TYPICAL HYDRANT SETTING .. n,t.s. NOTES: 1. W'ATER MAINS TO BE ON NORTH or EAST SIDE OF R,o,W'" APPRoX, 4 FT, BACK OF CURB UNLESS oTHERW'ISE AUTHORIZED BY CITY ENGINEER, 2, SERVICE CONNECTIONS TO BE 2 FT, FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE SHEET NO, 3), THESE SERVICES TO BE CONSISTENT W'ITHIN THE SUBDIVISION, DRIVEW'AYS SHALL NOT BE BUILT OVER METERS, 3, ALL LINES SHALL BE CHLORINATED o.nd PRESSURE TESTED <TEST FOR ONE HOUR @ 150 P,S,U UNDER THE DIREG.TIoN OF THE UTILITIES DEPARTMENT, AFTER SUCCESSFUL COMPLETION OF THE TESTING o.nd CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES, 4, TEN FT, SEPARATION REQUIRED BETW'EEN PARALLEL W'ATER &. SANITARY SE'w'ER LINES, 5, SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4' PVC MAINS, SADDLE IS REQUIRED FOR 2' SERVICE CONNECTIONS TO 6' o.nd LARGER PVC MAINS. LARGEST SERVICE CONNECTION TO A 4' MAIN IS 1 1/2' o.nd LARGEST TO ANY MAIN IS 2', 6, MINIMUM DISTANCE BETW'EEN SERVICE TAPS TO BE NOT LESS THAN 36', @) ~ Connecting Pli'ce w/lntegrOoUy cost Meche Joint Glared on one End-D.I. RotOoto.ble Mec",---- joint Glo.nd on Other End. ------.... - Fire Hydro.nt AsseMbly (Typ,) -- - Length Vo.rf4ts (See Note 1) ... ... . Vo.lve Oond Hydro.nt Tile w/D.I. RotOoto.ble Mech. Jo Glo.nd on PlOoln End Bro.nch. ThreOoded Corporo. tlon MUELLER H1S00e or o.pproved equal (Tap o.t 4S. Angle) Stop r Curb Stop ~ MUELLER H14350 ~th ~ COMpression Inlet or ( @ )- I I Mech. Joint Vo.lve Lock \Jlng o.n approved eq.... o.l ~Il At. " Seldolle If' Required See Note S ~,', " ','," " ~r So.ddle sho.U ho.ve double I ~.. stoJnless steel straps ~^) ~ with epoxy coo. ted _At' ductile Iron body. \ ~ Io'o.t.... Mo.ln Vater Service Tubing Drlscoplpe 5100 or Endot/Yo.raley Blue Jet; SDR 9, 3408 Polyethylene NOTES: 1. On Hydro.nts Requiring Runout Lo.st Two Joints Must Be Restro.ined Per Deto.il 403 (2 of' 2), CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING .~------'----"-- ..,--_. --- ---.- R[C; A WI",B v . TYPICAL HYDRANT C"E~K~J ~a' :="--==~E T]}~G Pl.-AN '.'lEV CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING "ater Hellr I p, :::r :~ .J o o :r: o (J) W ..J Q )(C -- W .J 0.> a: OC1: Oa: cO -"- ::) CCw OF VATER r-1 A 1 N S E R.i] C c:: CONNECT1DN DEl All. . 11I&III4. ~~III'.IMZ fEll :.-'r.::..;:::, ~" ,pp IDES ~':~:;}' qc ~" Tf ~'ESC:::\'P;ION _~ n ] =>_ '.. AP~ 0E5'U.[:::::" t;:E\ C.<.E "jE SCR!::: - cr~ '0 r- PROVIDE TAP FOR AIR I RELEASE ON LO~EST SIDE AS DIRECTED, CUT AND REMOVE EXISTING ~ATER MAIN SOLID SLEEVE 1,/ / RETAINER- GLANDS TYPICAL -$- TYPICAL FIRE HYDRANT SETTING n.t.s. I FINISHED GRADE I I TYPICAL OBSTRUCTION " ;v: 71 24' ''<''';('~;<','", (f' 's' MINIMUM H H H m mfm - _ _ ',~~ -A,! _ _ _ ~ I::: -ffi"l~ ~'~2' MIN. STD" ~~ WldillJ .-y H 18' MIN. FOR H -<~/ 10'-0' SAN, SEI,/ER ji - -,---- -- - - ~- MINIMUM ....... \ (TYP.> EXISTING PIPE- PROPOSED REALIGNMENT v-1 TYPICAL OF 1,/ A TER MAIN c( Q - a: CO .~ oCu. o .. Cl:a: II' e-- ~c( 0:3: Ca: o<C CV)W 0)-' ,p.O .z - <', / <( \</ << . .. ( I ~ . "- L +t M BOock of Curb or Edge of POoVeMent . H H m111 ~lll~- w w H m Mo.x. 15' - Min. .' I ! ( ~ I i : H: v,V'~ ~~~ i r%~y I I I I , I I I I I Lb : I I '-l (~! , =: NOTE~ I 1, Steo.Mer Connection to F oce Street. 2. All Flre Hydro.nts to hove 5 1/.' VOolve Seo.t. 3. F'lre Hydro.nts Sho.ll be PlOoced 0. t Street Corn4 rs . or In the R,D.V. AdJo.cilnt to Side Lot Lines 'Jhenever Posslble.- 4. Site Shltet 3 For Typlco.l Connections , Fittings '<', 1 ,. ~ c IS' Min. 2.' Max. .-y c c c c c w \: I rVo.lve i/ Y\.. '-Y\.. '-~v ~<'-(/ /" Box Dlsto.nce Vo.rles ,...., r; c U / (5 ~ c -s:;: w- e: ~ c u @ 0: c I C I C C o I VN/~'0; I ''<<"y).': I I I i ~ I I I ! I Mo>ch. Joint Vo.lv.. Nr~ ~ ~~ i "- Restro.lnlng joint (Typ.) Vh~>(~ i III f ... C\.I L- THRUST BLOCK, TYP. elF ORDERED> 4 FITTINGS REQUIRED) 2'-45- OR 90. ELLS 4', 6', 8. 8'-45. BENDS 12'-22 1/2. BENDS ONLY APPROVED Comm. No.0214S.0 1 0a1e. '11/07/03 0Iawn. TAP R~ I<ennedy GUOordlo.n No. I< -alA Mutler CenturlOon No. 1\-.23 U.S. PIpe MetropoUto.n NOTESI ~ ~ J. 1"', ,.,., c ,/ (5 z w ~ u W -0 e cr n. ~ 1. FOR 2' THROUGH 12' I,/ATER MAIN, 2, ALL PIPE SHALL BE CUT AND PARTIALLY ASSEMBLED PRIOR TO THE CITY AUTHORIZING SHUTDOI,/N OF EXISTING MAIN(S) FOR TIE-IN, 3, SHUTDOI,/N PERIOD SHALL NOT EXCEED THREE (3) HOURS, 4, THE CONTRACTOR SHALL NOTIFY ALL AFFECTED CITY CUSTOMERS PRIOR TO SHUTDoI,/N. 5, THE CONTRACTOR SHALL SI,/AB NEI,/ PIPE AND FITTINGS I,/ITH CHLORINE SOLUTION, AS DIRECTED, 6, H = HARNESSED JOINT, (MECHANICAL JOINT 1,// D,I, RETAINER GLAND) (NOT APPLICABLE TO 2' PIPE) 7, VERTICAL MJJUSTMENT MAY BE OVER AN OBSTRUCTION, IF MINIMUM PIPE COVER AND BOTTOM CLEARANCES ARE AVAILABLE. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING ~~~----'-- -- ,-- ---~- -- -, ," R[DiVJL'___'LYPIC~L _HrI:l.RtlNTm. oV:1SI92 N.i.~iP ,___.2_E'!)ING, _. 0" - ~ --- "'-'~~ . =c-----:--- CROSS-SECTION APP D,si:c.:...a'o ------ -- -- -- - -- 2 !IF .. w G: :),:.-r D[S':,!:(i::;-,01'.' '" c ciJ N (]l C ,.,., C ....... ro o '- N \HATER MAIN VERTICAL ADJUSTMENT r. . ~G. C"O!(w'l,! 't;.\e~t. r.;' !\ vaUab'e b w l- I- e ...J n. CIVIL WATER DISTRIBUTION DETAILS r. ... ... i.... \1 \, I:.' ~,:', I ;::;"J J:;c." -,-- 1'/2... d'. ;.' ;,~."t'.~lf.'d.. ,'~-"J;',~ C-? ~1*lJ!;:'~;:?:(:~';') - ; .:J91iat~rt":'J G';~"';' "." ~: : t ~f i:~ ';~" :,~ i :'-'J0t~ L, . In c . I ,~Bp~ ,t,S," 2flIl3..,;'t.;,,: ,~>~.:;.;(,:~' - '1'.. ~ . ~ .' <' ~~ j r<:-v....::.'\f hi 'p.r-~b~ ~1t'\ 1)~~3'1'<' ... [:,;. 'n~,~~1);d:'~;f~"'i.oJ' " ;< ~ ":' ~"~:CI '~':':Of'lll!<'" ;~.: ; j, ":,"':""""': '. ~,~ ~. \,' ", ,~ ........ I' ;;f:':"'>", - ?;\~,i .... '.""", -.-.- -.;<"",."""1\1I....,.-,..""""'..... z <( ~ )0- cr cr l1J 0- I .- c .- o i .- ..~ if George F . Young LICENSED BUSINESS 021 '. ARCHITECTURE. ENGINEERING . ENVIRONMENTAtj,~' LANDSCAPE ARCHITECTURE. PLl\NNING a SURVEYING ST. PETERSBURG a TAMPA. BRADENTON aGAINESVIltLE SARASOTA . NO~TH PAUl BEACH, RESPONSIBLE OFFICE: 299 9th Street North St. Petersburg FL 33701-0683 Tel, (727) 822-4317 Fox: (727) 822-2919 Since 1919 FLA, ENG_ REG, NO. , .1 I I I I I , I .i~.JjWiln~ -$- f1J- ".'~'--""""""=-"",,,,"~,,,,,,,,q i .... t g STORMWA TER POLLUTION PREVENTION PLAN .QJliE.R CONIRQ,LS NOTICE OF TERMINATION PROJECT NAME. DRUID COMPLEX/OAK GROVE MIDDLE SCHOOL 'J ASTE DISPOSAL MATERIAL MANAGEMENT PRACTICES A NOTICE OF TERMINATION ~ILL BE SUBMITTED TO EPA AFTER THE CONSTRUCTION HAS BEEN COMPLETED AND THE SITE HAS UNDERGONE FINAL STABILIZATION BY THE CONTRACTOR. PROJECT ADDRESS. 1960 S. HERCULES A VENUE CLEAR~ATER, FLORIDA 33764 O~NER'S ADDRESS. 11111 BELCHER ROAD LARGO, FLORIDA 33773 ~~STE MATERIALS - ALL ~ASTE MATERIAL ~ILL BE COLLECTED AND STORED IN DUMPSTERS PER LOCAL SOLID ~ASTE REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE ~ILL BE DEPOSITED IN THE DUMPSTER, THE DUMPSTER ~ILL BE EMPTIED A MINIUM OF T~ICE A ~EEK OR ''''ORE OFTEN IF NECESSARY, AND THE TRASH ~ILL BE HAULED. TO THE APPROPRIATE COUNTY LOCA TION FOR DUMPING, NO CONSTRUCTION MA TERIALS ~ILL BE BURIED ON-SITE. ALL PERSONNEL ~ILL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR ~ASTE DISPOSAL. NOTICES STATING THESE PRACTICES ~ILL BE POSTED IN THE ON- SITE OFFICE TRAILER AND THE CONSTRUCTION MANAGER RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS, ~ILL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLO'w'ED. HaZAROOUs..~ASIE - ALL HAZARDOUS ~ASTE MATERIALS, IF ENCOUNTERED, ~ILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL DR STATE REGULATIONS. THE CONTRACTOR ~ILL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLO~ED. SANITARY 'JASTE - ALL SANITARY ~ASTE ~ILL BE COLLECTED FROM PORTABLE UNITS A MINIMUM OF THREE TIMES PER ~EEK BY A LICENSED SANITARY ~ASTE MANAGEMENT CONTRACTOR, AS REQUIRED BY LOCAL REGULATION. THE FOLLO~ING ARE THE MATERIAL MANAGEMENT PRACTICES THAT ~ILL BE USED TO REDUCE THE RISK OF SPILLS DR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM ~ATER RUNOFF. POLLUTION PREVENTION PLAN CERTIFICATION HARVARD JOLLY CLEES TOPPE THE PROJECT ~ILL CONSIST. TEMPORARY MIDDLE SCHOOL FACILITY SOIL DISTURBING ACTIVITIES ~ILL INCLUDE. CLEARING 8. GRUBBING, GOOD HOUSEKEEPING OF'F'SITE VEHIClE TRACKING THE FOLLO~ING GOOD HOUSEKEEPING PRACTICES SHALL BE FOLLO~ED ON-SITE DURING THE CONSTRUCTION PROJECT, AN'EFFORT SHALL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB, ALL MATERIALS STORED ON-SITE SHALL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER CONTAINED ENCLOSURE. PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL t~ANUF ACTURER'S LABELED CONTAINERS. SUBSTANCES SHALL NOT BE MIXED ~ITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER, ~HENEVER POSSIBLE, ALL OF A PRODUCT SHALL BE USED UP BEFORE DISPOSING OF THE CONTAINER, MANUFACTURERS RECOMMENDATIONS FOR PROPER USE AND DISPOSAL SHALL BE FOLLO~ED, THE SITE SUPERINTENDENT SHALL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS ON-SITE, I CERTIFY UNDER PENALTY OF LA~ THAT THIS DOCUMENT AND ALL ATTACHMENTS HAVE BEEN READ BY ME OR MY DESIGNATED REPRESENTATIVE AND UNDERSTAND THAT THIS SYSTEM HAS BEEN PREPARED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED, BASED ON MY INQUIRY OF THE PERSONS ~HO MANAGE THE SYSTEM, OR THOSE . ARC HIT E CTS, P,A, A I A CONSTRUCTION ACTIVITIES ~ILL INCLUDE' TEMPORARY MIDDLE SCHOOL FACILITY CONSTRUCTION ACTIVITIES INCLUDE . CONSTRUCTION OF PORTABLES, DRIVE~AYS, AND A SToRM~ATER POND SYSTEM. 2m Nriil ~. No St. ~~ A.. 3370. 727/896 <4611 RUNOFF CoEFFICIENTI C PRE I 0.2 C POST I 0.73 PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNO~LEDGE AND BELIEF, TRUE, ACCURATE AND COMPLETE. I AM A~ARE THAT THERE ARE SIGNIFICANT PENAL TIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNO~ING VIOLATIONS, mwr.~!d ~ .m. l~ Fl 33609 813/286 8206 SITE AREA' 4.80 ACRES O~NER 421) M80 ~, SJlt m 1\ ~ III 339f6 941/275 1174 STABILIZED CONSTRUCTION ENTRANCES SHALL BE PROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS, THE PAVED STREETS ~ILL BE CLEANED AS NEEDED TO REI-10VE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM OR TO THE SITE ~ILL BE COVERED ~ITH A TARPUALIN AT ALL TIMES. 1. INSTALL STAKED SILT FENCE AND TURBIDITY BARRIER AS SHO~N ON ON THE AND CONSTRUCTION DRA ~INGS. 2. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 3. EXCAVATE TEMPORARY SEDIMENT BASINS AND SToRM~ATER PONDS. 4. COMPLETE GRADING ACTIVITIES. 5. INST ALL NE~ STORM SE~ER, PARKING LOT, AND BUILDINGS. 6. FILL AND GRADE DISTURBED AREAS, 7. REPAIR ANY ~ASHED OUT AREAS, INSTALL PLANTING MATERIAL AS SHO~N ON LANDSCAPE PLAN. SOD, SEED, AND MULCH DISTURBED AREAS AS INDICA TED ON PLANS, a. ~HEN CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE ST ABILIZED, REMOVE EROSION PROTECTION DEVICES AND CONSTRUCTION ENTRANCE AS REQUIRED. TIMING OF CONTROL MEASURES HAZARDOUS PRODUCTS. SIGNEDI NAME AND TITLEI DEPARTMENT, ADDRESS, 't22J W O:h~ Dr. SJiam ~ R. 3 2 8 0 . 407/422 9111 AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, STAKED SILT BARRIERS, STABILIZED CONSTRUCTION ENTRANCES AND SEDIMENT BASINS ~ILL BE CONSTRUCTED PRIOR TO GRUBBING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. AREAS ~HERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 21 DAYS ~ILL BE STABILIZED ~ITH A TEMPORARY 14RASS AND MULCH ~ITHIN 14 DAYS OF THE LAST DISTURBANCE, ONCE CONSTRUCTED ACTIVITY CEASES PERMANENTL Y IN THAT AREA, THAT AREA ~ILL BE STABILIZED ~ITH PERMANENT SOD, AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMLATED SEDIMENT ~ILL BE REMOVED FROM THE TRAPS AND THE STAKED SILT BARRIERS 'w'ILL BE REMOVED, THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED ~ITH HAZARDOUS MATERIALS, 214 W fifth St. A2ma ~ R. 32401 850/769 1815 M C000119 PRODUCTS SHALL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE. ORIGINAL LABELS AND MATERIAL SAFETY DATA SHALL BE RETAINEDJ THEY CONTAIN IMPORTANT PRODUCT INFORMA TION. IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURERS OR LOCAL AND STATE RECOMMENDED METHODS OF PROPER DISPOSAL SHALL BE FOLLO~ED. DATE' CONTRACTOR'S CERTIFICATION 1 NAME OF RECEIVING ~A TERSI UN-NAMED CITY DITCH CERTlf'ICA TION Of' COMPlIANCE 'JITH FEDERAL, STATE AND LOCAL REGULATIONS THE FOLLO~ING PRODUCT SPECIFIC PRACTICES 'w'ILL BE FOLLO~ED ON-SITE, I CERTIFY UNDER PENALTY OF LA~ THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM ~ATER DISCHARGES ASSOCIATED ~ITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION, CONTROLS THE POLLUTION PREVENTION PLAN REFLECTS THE SOUTH~EST FLORIDA ~ATER MANAGEMENT DISTRICT'S (S'w'F~MD> REQUIREMENTS FOR STORM~ATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL, AS ESTABLISHED BY THE FLORIDA ADMINISTRATIVE CODE, CHAPTER 40D-4 AND 40D-40, TO DEMONSTRATE COMPLIANCE, THIS PLAN ~AS PREPARED IN ACCORDANCE ~ITH S~F~MD/S 'BASIS OF REVIE~ FOR SURFACE ~ATER MANAGEMENT PERMIT APPLICA nONS 'w'ITHIN THE SOUTH~EST FLORIDA ~A TER MANAGEMENT DISTRICT'. THIS PLAN ALSO REFLECTS THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION FOR ~ORK IN BRANCH 6, PETROLEUM PRODUCTSJ SIGNATURE FOR RESPONSIBLE FOR EROSION AND SEDIMENT CONTROLS ST ABILIZA TIllN PRACtICES MAINTENANCE INSPECTION PROCEDURES ALL ON-SITE VEHICLES 'w'ILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE, PETROLEUM PRODUCTS ~ILL BE STORED IN TIGHTLY SEALED CONT AINERS, ~HICH ARE CLEARLY LABELED, ANY ASPHAL T SUBSTANCES USED ON-SITE ~ILL BE APPLIED ACCORDING TO THE MANUF ACTURER'S RECOMMENDATIONS. NAMEI COMPANY I c.:: ~ (;) a.: 0. 0. 3 v, ~ o c c C t"'l III (;) w 6 ~ (;) ./ X "-' n: :::!' o U (;) :5 ~ (;) I o I C C C I PROTECTION Dr EXISTING STORM SEVER SYSTEMS<< -DURING CONSTRUCTION, ALL STORM SE~ER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., ~HICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY THE CONSTRUCTION PROCESS (SEE F,D.O,T. INDEX NO. 102). $E~IHENT T@APPING MEASURES. -SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, FILTER FENCES, BERMS SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING ~ATER BODIES, MUST BE INSTALLED, CONSTRUCTED DR IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCES~ "IND EROSIQN STABILIZATION-THE CONTRACTOR SHALL DENUDE ONLY AREAS ~HERE IT IS EXPECTED TO BE GRADED OR AI,.. TERED ~ITHIN A T~o (2) ~EEK TIME- FRAME. FINAL GRADES SHALL BE PERFORMED AND TEMPORARY OR PERMANENT SOIL STABILIZATION SHALL BE APPLIED. AREAS ~HERE CONSTRUCTION OPERATIONS ~ILL BE CONTINUOUS, FUGITIVE DUST SHALL BE MANAGED BY APPLYING A ~ATER SPRAY TO SATURATE THE SURFACE SOILS CONTINUOUSLY ANn ADDITIONAL MEASURES MAY NEED TO BE TAKEN CONTROL OFF-SITE TRANSPORT OF UNACCEPTABLE LEVELS OF DUST. TEMPIlRAR'L STABILIZATION -TOP OF SOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE ~HERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR AT LEAST 21 DAYS ~ILL BE STABILIZED ~ITH TEMPORARY GRASS AND MULCH NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY. GRASS SEED SHALL BE A MIXTURE OF 20 PARTS OF BERMUDA SEED AND 80 PARTS OF PENSACOLA BAHIA, THE SEPARATE TYPES OF SEED USED SHALL BE THOROUGHLY DRY MIXED IMMEDIATELY BEFORE So~ING. SEED ~HICH HAS BECOME ~ET SHALL NOT BE USED, THE MULCH MATERIAL USED SHALL NORMALLY BE DRY MULCH, DRY MULCH SHALL BE STRA~ OR HAY, CONSISTING OF OAT, RYE OR ~HEAT STRA~, OR OF PANGOLA, PEANUT, COASTAL BERMUDA OR BAHIA GRASS HAY. ONLY UNDETERIDRATED MULCH, ~HICH CAN BE READILY CUT INTO THE SOIL, SHALL BE USED, AREAS OF THE SITE, ~HICH ARE TO BE PAVED, ~ILL BE TEMPORARILY STABILIZED BY APPLYING STABILIZATION AND BASE. PERMANENT STABILIZATIllN -DISTURBED PORTIONS OF THE SITE ~HERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASES SHALL BE STABILIZED ~ITH SOD NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY. TITLE' ADDRESSI GENERAL CONTRACTOR DA TEl PHONE' -, EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES FERTILIZERS. NAME! COMPANY' THESE ARE THE INSPECTION AND MAINTENANCE PRACTICES THAT SHALL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROL. STRUCTURAL PRACTICES LESS THAN ONE HALF OF THE SITE ~ILL BE DENUDED AT ONE TIME PRIOR TO ESTABLISHING EROSION CONTROL MANAGEMENT. ALL CONTROL MEASURES ~ILL BE INSPECTED AT LEAST ONCE EACH ~EEK AND FOLLO~ING ANY STORM EVENT OF 0,5 INCHES OR GREATER BY A CONTRACTOR'S REPRESENTATIVE. ALL MEASURES ~ILL BE MAINTAINED IN GOOD ~ORKING ORDERJ IF A REPAIR IS NECESSARY, IT ~ILL BE INITIATED ~ITHIN 24 HOURS OF REPORT. BUILT UP SEDIMENT ~ILL BE REMOVED FROM SILT' FENCE ~HEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE, SILT FENCE ~ILL BE INSPECTED REGULARLY FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND, THE SEDIMENT BASINS \JILL BE INSPECTED FOR DEPTH OF SEDIMENT, AND BUILT UP SEDIMENT ~ILL BE REMOVED ~HEN IT REACHES 10 PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE JOB, TEMPORARY AND PERMANENT GRASSING, MULCHING AND SODDING ~ILL BE INSPECTED FOR BARE SPOTS, ~ASHOUTS, AND HEALTHY GRO~TH, FLOATING TURBIDITY BARRIERS ~ILL BE INSPECTED REGULARLY AND ADJUSTED OR REPLACED IF NECESSARY TO MAINT AIN PROPER SEDIMENT CONTROL. A MAINTENANCE INSPECTION REPORT SHALL BE MADE AFTER EACH INSPECTION BY THE CONTRACTOR AND SHALL BE KEPT IN AN ACTIVE LOG READIL Y AVAILABLE AT THE JOB SITE CONSTRUCTION TRAILER. THE SITE SUPERINTENDENT ~ILL SELECT INDIVIDUALS ~HO ~ILL BE RESPONSIBLE FOR MAINTENANCE AND REPAIR ACTIVITIES, FILLING OUT THE INSPECTION AND MAINTENANCE REPORT ~ILL BE BY THE CONTRACTOR, PERSONNEL SELECTED FOR AND MAINTENANCE RESPONSIBILITIES ~ILL RECEIVE TRAINING FROM THE SITE SUPERINTENDENT, THEY ~ILL BE TRAINED IN ALL MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ON-SITE IN GOOD ~ORKING ORDER, FERTILIZERS USED ~ILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER ~ILL BE ~ORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM ~ATER. STORAGE ~ILL BE IN A SEALABLE PLASTIC BIN TO AVOID SPILLS, TITLEI ADDRESS' ~_.._~ ---------"- TEMPORARY AND PERMANENT ST ABILIZA TION DATEI PHONE' ------.-.--.. - TITLEI ADDRESS' ST ABILIZED CONSTRUCTION ENTRANCE, EARTH DIKES, SEDIMENT BASIN .J o o :x: o tJ) W .J Q ~( )(C e WIlelUl a: .. 0 .J Q ~ 0.> c(u. Q:~ o Oa:~ C. 0 a: ^ Q IE!UI ... :) 0 a:WCf) G) OF.- .... a: w p ..d,,', '~m;~, ~'" 1iiIJ, c" a: "~~,'" ~ W ~ o CONCRETE TRUCKS. NAME' COMPANY' - ---'._-- -$- CONTRACTOR SHALL DESIGNATE AN AREA FOR DISCHARGE OF SURPLUS CONCRETE OR DRUM ~ASH ~ATER AND SHALL INSTALL A CONTAINMENT BERM AROUND THIS AREA TO PREVENT RUNOFF TO THE REMAINDER OF THE SITE, HARD DEBRIS SHALL BE DISPOSED OF BY CONTRACTOR UPON COMPLETION OF THE PROJECT, DATEI PHONE I SPILL CONTROL PRACTICES IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FLO~ING PRACTICES ~ILL BE FoLLO~ED FOR SPILL PREVENTION AND CLEANUPI (;) w l= o --' 0. CONCRETE DETERGENTS TAR SAND STONE FERTILIZERS PETROLEUM BASED PRODUCTS AND FUELS CLEANING SOLVENTS ~OOD . MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP ~ILL BE CLEARLY POSTED AND SITE PERSONNEL ~ILL BE MADE A~ARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES, . MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP ~ILL KEPT IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MA TERIALS ~ILL INCLUDe BUT NOT LIMITED TO, BROOMS, DUSTPANS, MOPS, RAGES, GLOVES, GOGGLES, KITTY LITTER, SAND, SA~DUST, AND PLASTIC AND METAL TRASH CONT AINERS SPECIFICALLY FOR THIS PURPOSE. . ALL SPILLS ~ILL BE CLEANED UP IMMEDIA TEL Y AFTER DISCOVERY. . THE SPILL AREA ~ILL BE KEPT ~ELL VENTILATED AND PERSONNEL ~ILL ~EAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT ~ITH A HAZARDOUS SUBSTANCE, . SPILLS OF TOXIC OR HAZARDOUS MATERIAL ~ILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE. . THE SPILL PREVENTION PLAN ~ILL BE ADJUSTED T INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HO~ TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL ~HA T CAUSED IT, AND THE CLEANUP MEASURES ~ILL ALSO BE INCLUDED, . THE SITE SUPERINTENDENT ~ILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR, HE ~ILL DESIGNATE AT LEAST THREE OTHER SITE PERSONNEL ~HO ~ILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE INDIVIDUALS ~ILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEANUP, THE NAMES OF RESPONSIBLE SPILL PERSONNEL ~ILL BE POSTED IN THE MATERIAL STORAGE AREA AND IN THE OFFICE TRAILER ON SITE. Comm. No.02145.01 Ca1e. 11/07/0:5 Oiawft. TAP ReWed. STAKED SILT FENCES - THE STAKED SILT FENCES ~ILL BE CONSTRUCTED ALONG THE CONSTRUCTION LIMITS AS DEPICTED ON THE MASS GRADING AND ON THE CONSTRUCTION PLANS. THESE DEVICES ~ILL STOP AND DIVERT RUNOFF TO THE SEDIMENT BASINS. SEDIMENT BASINS - THE STORM~ATER MANAGEMENT AREAS ~ILL ACT AS SEDIMENT BASINS DURING CONSTRUCTION. NON-STORM ~ATER DISCHARGES S r.:: STORM WATER MANAGEHEf:U STORM ~ATER DRAINAGE ~ILL BE PROVIDED BY CATCH BASINS AND UNDERGROUND PIPING SYSTEM FOR THE DEVELOPED AREA. THE AREAS ~HICH ARE NOT DEVELOPED ~ILL BE GRADED AND HAVE PERMANENT SEEDING OR PLANTINGS, ~HEN CONSTRUCTION IS COMPLETE, THE ENTIRE SITE ~ILL DRAIN TO A DETENTION POND, THE DETENTION POND HAS BEEN DESIGNED BY A PROFESSIONAL ENGINEER TO PROVIDE ADEQUATE QUALITY TREATMENT AND ADHERENCE TO THE DETAIL SHO~N IN THE PLANS IS IMPERATIVE, IT IS EXPECTED THAT THE FOLLO~ING NON-STORM ~ATER DISCHARGES ~ILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD' . ~ATER FROM ~ATER LINE FLUSHING, . PAVEMENT ~ASH ~ATERS (~HERE NO SPILL OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED) . UNCONTAMINATED GROUND~ATER (FROM DE~ATERING EXCAVATION), ALL NON-STORM ~ATER DISCHARGES ~ILL BE DIRECTED TO THE SEDIMENT BASIN PRIOR TO DISCHARGE. :::i c ./ ( , Z \..4.;- ? u w 6 !l:: 0. .-/: INVENTORY FOR POLLUTION PREVENTION PLAN oot N o oot (]l o /"") o ....... OJ C ........ N THE MATERIALS OR SUBSTANCES LISTED BELO~ ARE EXPECTED, BUT NOT LIMITED, TO BE PRESENT ON-SITE DURING CONSTRUCTIONI BeSit copj! , t\vailab,e Z <l: ::! >- a:: !l:: w Q.. eM. STORMW A TER POLLUTION PREVENTION PLAN """"'-...~- --- ----- .--.--..............--.-" --~-,"--'"""""""'''''''''- , ---- Z 13 S I ... o i ..... M i Since 1919 George U~S~D BuyE~1~ng, In~6. ARCHITECTURE. ENGINEERING. ENVIRONMENTAL LANDSCAPE ARCHITECTURE. PLANNING. SURVEYING ST. PETERSBURG. TAMPA. BRADENTON . GAINESVILLE SARASOTA . NORTH PALM BEACH RESPONSIBLE OFFICE: 299 9th Street North St. Petersburg Fl 3~701-0683 Tel.. 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MARTIN LUTHER KING JR. AVE. OCALA, FLORIDA 34474-3129 (352) 368-5055 (LB 6895) SECTION 24, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA DRAWN BY: R4 DATE OF SURVEY: NOVEMBER 30, 2001 SCALE: 1" = ---------------21------------- 20 l' CONTOUR INTERVAL 5' CONTOUR INTERVAL 50' CHECKED BY: REVISIONS: FIELD BOOK/ PAGE: M121/01 JOB NO.: 91173,00 RKR SEE COGO DISK/FILE: M.0030 OAKGROVE DRAWING DISK/FILE: M.0030/ _ Tapa FILE NO.: 1 M/338 SHE ET 2 OF 5 FOR NOTES & LEGEND SHEET 5 OF 5 $- ~~ ~l3 :)w ~Q w~ ~- zo.. ~~ $- Dtu:e lo-Sl-tO o Ck::: >- (/) w - <( ---l W D- ~ > ---I LLJ D-. 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I I I I I I I Ii--- ~', ~ ~ I I I I ~ Q,'f 0'- I I I I Ii' , i Ii ------------------ / / ------- m-m--L----------1---------J-n_______L____~,00 ;~~~.~m-L-------_i________J________l________j________j__------j-n___nj_ !, : 'I! ---------l 'o"~ ~ GO I ~0/ L----------n-__n1--___~: I Q,~ I : J ,~ : \ ' " \ I I I I ~ (: ;~: [, \ I". i r----------------------l I I:, I L-----------------1----_~: ,~,~ I I : ,I I I , I 822' 818' BOUNDARY TOPOGRAPHIC FOR COUNTY & PINELLAS i I I I I I I i L-lh SURVEY SCHOOL BOARD LEGEND: ---------------21------------- = 20 1414 S.W. MARTIN LUTHER OCALA, FLORIDA 34474-3129 (LB 6895) KING JR. AVE. (352) 368-5055 l' CONTOUR INTERVAL 5' CONTOUR INTERVAL SECTION 24, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA DRAWN BY: R4 DATE OF SURVEY: NOVEMBER 30, 2001 SCALE: 111 = CHECKED BY: SEE COGO DISK/FILE: M.0030 OAK GROVE DRAWING DISK/FILE: M.0030/ _ Tapa SHE ET 2 OF 5 FOR NOTES & LEGEND RKR REVIS'ONS: FIELD BOOK/ PAGE: M121/01 9117.3,00 JOB NO,: FILE NO.: 1 M/338 SHEET 5 OF 5 \"IJ ';;',1','- 1,.,,( '"" f 1',:111') I..I1J "",J ""I" ''')'II""j' , m"rl) [') """") 'III ''I ~Ihll~ I "11-' ("" ~II"- ~q~"ll. I,IIJ "1 ""'1_ 'l:l') UI,I.'IIIIII1I1) ~n;'. ,II I') ~:',',:',:",) ~ 1,,:1 ~::'l';" I::,:) ~,:l) ,,' 't J 11111"'1' 11.11\') ~",\. 50' <( (j)CO W~ :5~ o C\l O~ ~ C\l ...J o o I () (j) (L ~ W I- W > o 0:: (90 ~ c: <( 2i ON