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FLS2006-02011
FLS2006-02011 150 MCMULLEN BOOTH RD UE EDUCATIONAL PUBLISHE PLANNER OF RECORD : S K ATLAS # 292A ZONING: O LAND USE: R/OL RECEIVED: 02/24/2006 INCOMPLETE: COMPLETE: MAPS PHOTOS: STAFF REPORT: DRC: CDB: CLWCoverSheet ~~~ ~,-~~ ~ `~U C~-I~S ~ S~f~ ~vU~~ 3 Planning Deparbrlent ~'rK~~f~-~ 100 South Mynle Avenue Clearwafer, Florida 33758 r,,, Telephone: 727-Sgt-4507 Fax: 727-562-4865 XI SUI3lAIT ORIGINAL SIGNED AND NOTARIZED APPLICATION j(I SUBMIT 1d COPIES OF THE ORIGINAL APPLICATION including 1) colleted, 2) stapled and 3) fdd[ed set//s~~af site plans OC SUBMIT APPLICATION FEE ffi ~~/" ®V CASE #: DATE RECEIVED: RECEIVED BY {staff initials): ATLAS PAGE #: ZONING OISTRJCT: LAND USE CLASSIFICATION: SURROUNDING USES OF A9JACENT PROPERTIES: NORTH: SOUTH: WEST: EAST: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS} FLEXIBLE STANDARD DEVELOPMENT APPLICATIQN (Revised 12/30/2004} --PLEASE TYPE OR PRINT -- A. APPLJCANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: Steve Engelhardt, Hallmark Development Of Florida, Inc. MAILINCADDRESS: 4500 140th Avenue North Suite 101 Clearwater Florida 34622 ORI E PHONE NUMBER: \727) 531-5750 FAX NUMBER: X727) 536-3574 D. Paul & Barbara J. Haa sma PROPERTY OWNER{S}: g (Must indude ALL ownefs ae listed on the doed -provide original signature(s) on page 6y ~ NNING D AcENTNAM,=: Steve Engelhardt, Hallmark Development of Florida, Inc. MAILING ADDRESS: 4500 140th Avenue North, Suite 101, Clearwater, Florida 34622 _ PHONrr NUMBER: (727) 531-5750 Fax NUMBER; 727 536-3574 CELL NUMBER: (727) 410'7090 E-MAIL ADDRESS: St@VeHDC@tampabay.rr.COm B. PROPOSED DEVELOPMENT INFORMATION: (Code Sectloft 4-2a2.A) srREET ADDRESS of sub)ea sice:150 McMullen Booth Road, Clearwater, FL 33759 LEGAL DESCRIPTION: Please see site plan (i1 not listed here. please note the Icoa6an of this dowment in the submktal) PARCEL NUMBER: 1B / 29 / 16 / 00000 / 230 / 0100 PARCEL slzE: 3.96 Ac, 172,410 SF +/- . {acres. square lest) PROPOSED USE{S} AND SIZE(S): 15,000 SF (Two-story) Building Addition (Office) (number of dwelling unlls, hotel rooms or square footage of nonresidential use} DESCRIPTION OF REQUEST(S): Reduce south and north Setback requirements to 14' each. Adach sheets and he speafic when identi/ying the request (intlutle >l roquectetl code tleriations e.g_ reducllon m requiretl number of parking spaces, specific use, etc.1 Relocate west facade planting requirements to western edge of parking lot. Relocate east facade planting requirements to eastern edge of parking lot. Page 1 of 6 - Flexible Standard Development Application 21705- City of Clearwater NAL /ED 2Q06 'ARTMENT tRWATER JeFF LeadleQf~/- X69- So1C1 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR}, A PREVIOUSLY APPROVF..D PLANNEb UNIT Dfi1/ELOPfNENT, OR A PREVIOLfSLYAPPROVED (CERTIFIED} SITE PLANT YES ,_ NO X {~ yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Sectbn 4202.A.5j X SUBMIT A COPY OF THE TITLE INSURANCE POLICY. DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OYMIERSHIP (see Page 6) ~ Provide complete responses to the applicable flexibility criiteria for the specrfie land use as listed in each Zanirg District to which the waiver is requested (use separate sheets as necessary) -Explain ho r~r each criteria is achieved, in detail: This project is an expansion of an existing development. In an effort to utilize some of the current features of the existing development, reduction of the north and south setback requirements as well as relocation of the east and west facade planting requirements are requested. D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-8i3.A) ~ Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain ,~ each criteria is actdeved, in detail: 1. The proposed development of the land wAl be in ham~ony wish the state, bulk, coverage, density and character of adJacern properties in which R is located. This ro act is an expansion of an existin develo nt. Develo ant on this site Is consistent with the surroundi area. RFC`FI FIB 2. The proposed development will nai hinder or discourage the appropriate devebpment and use of adJacent land end buildings or sr ntficanu impair the value thereof. PLANNING D~PARTIV~ENT This project is an expansion of an existing development and the surrounding area is developed. tom„ 3, The prr~posed development will nat adversely affect the health or safety or pttrsorrs residing or working in the ngghbarttood of the proposed use. This project is an expansion of an existing development along the commercial corridor of McMullen Booth Road. Safety on this site will be improved through the addition of sidewalks, flatter pond slopes, improved ADA accessibility, etc. 4. The proposed development is designed to minimize traffic congestion. .This project is an expansion of an existing development, which has an access connection to McMullen Booth Road, a main arterial roadway. No further access connections will be required. 5. The proposed devebpment is consistent with the corranunity character of the Immediate vicinity of the parcel proposed for devebpment. This project is an expansion of an existing development along the commercial corridor of McMullen Booth Road. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent propeAiea. This project is an expansion of an existing development along the commercial corridor of McMullan Booth Road. Page 2 of fi - Flexible Standard development AppllCation ZOQ5- City of Clearwater E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: {City of Clearwater Storm Drainage Design Criteri Manual and 4 202.A.2i) A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICA710NS, All applications that Invoh adtlitlon or modification of impervious surface, including twildinga, must ir-clude a stonrnvater plan that demonstrates compliance with tF City of Clearwarter Stone L)ralnage C~slgn Grtteria manual. A raduetbn in impervious suface area does rrot qualify as an exempbon this requirement. of a plan is not required, the narrative shall provide an explanation as to why the site is exempt. ~ At a minimum, the STORMWATfJt PLAN shell inckxie the folbwtng: X Existing topography extending 50 feet beyond all property Ines: ~ Proposed grading inducting flnished floor elevations of all structures; ~ Ai adjacent streets and municipal storm systems; ~ Proposed stonnwater detentiorureterrlonsrea including top of bank, toe of slope and outlet control atnxrture; ,~ A narrative tlescRbing the proposed stontnvater control plan including all calculations and data necessary to demanstrele compliance with the City manual. X Signature and seal of Florida Registered Professional Engineer on all plans and calculations. )( COPY OF PERMfT INQUIRY LETTER OR SOUTH WEST FLORIDA WATER MANAGEMENT DISTRICT (SWFINMD) PERM IT SUBMITTAL {SWFWMD approval k required prior to issuance of City Building Permit), Napplicable See attached SWFWM D Permit IX ement of stormwater plan requirements (Applicarrt must initial one of the foilawing): rmwater pin as noted above is inducted Stomtwater plan !s not required and explanation narrative is attached. At a minimum, a grading plan and tinlshetl floor elevations shall M provided. CAUTION -IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Adminlstretlon Engineering DepaRment at (727) 562750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: {Code Section 4-202.A) ~ SIGNED AND SEALED SURVEY (including legal description of properly) - One odglnal and 14 copies; q( TREE SURVEY (including existing trees on arts and wtthln 25' of ttre adJaeent site, by species, size (D8H 4" or greater'}, and location, including drip lines and Indicating trees to be removed) -please o'esign arotmd the existing Nees See Plan X LOCATION MAP OF THE PROPERTY; See Plan ^ PARKING DEMAND STUDY in Conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces}. Prior LO the submittal oP this application, the methodology of such study shall t1e approved by the Communt.y DevNopment Coordinator and shall be in accordance vultn accepted traffic engineering principles. The findings of the study wit be used in determining whether or not deviations to the parking standards are approved: NIA X GRAAING PLAN, as applicable; O PRELIMINARY PLAT, as required (Note: Building permits vdi nOt De issued until evidence of recording a final plat is provided); N/A • ^ COPY OF RECORDED PLAT, as applicable; N/A G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202,A) X SITE PLAN with the followtrtg Infarrsratfon (not to exceed 24"x367: _x_ All dimensions: ORIGINAL )(_ North arrow, _X_ Engirreedng bar scale (minimum scale one inch equals 50 feet), ani date prepared; RECEIVED X Location map; -X Index sheet referencing individual sheets indutletl in package; ~~D ~ A nnnC ~X_ Footpdrt and size of all EXISTING buildings and structures; ~t [(j(jli ,~ Footprint and s¢e of all PROPOSED bulldings and structures; X All required setbacks; ,X_ All existing and proposed points of access; p~ANNING DEPART All required sight triangles; N/A Identification of environmentally unique areas, such as watercourses, wetlar-tls, tree masses, and speamen CITY OF CLEARW trees, inducting destxiption and location of tmderstory, ground Cover vegetation and wlldllfe habftats, etc; Page 3 of 6 - FIexIWe Standard Devobpmerx Application 2005- CRy of Clearwater ~ ~ X Location of all public and private easements; X Location of all street rigtrtsof--way vAthln and adjacent to the she: ~_ Location of existing public and private utNltles, Including fire hydrarKS, storm and sanitary sewer lines, manholes and Idt stations, gas and water lines: X All parking spaces, driveways. loading areas and vehicular use areas; _X Depiction by shadlrrg or crosshatching of all required parking Int interior landscaped areas; _X_ Location of aB solid waste containers, retyGing or trash handling areas and outside mechanical equipment and all required screening {per Section 3-201(D)(I) and Index iN701}; _X_ Location ~ ati landscape rrtaterial; ,C_ Location of al onsite end offsite storm-water management feciGties; X_ Lacatlon of all outdoor Ighting fixtures; and )C_ Locafbn of aq existing and proposed sidewalks. X 51TE DATA TABLE for existing, required, and proposed development. in wnttenltabular form: X Land area n square feet and acres; ,~C_ Number of EXISTING dwelling units; >(_ Number of PROPOSED dwelling urns; ,)(_ Gross tbor area devoted to each use; ,)(_ Parking spaces: total number, presertied in tabular form wih the number of required spaces; X Total paved area, inducting al! paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area; _X_ Size and spades of all landscape material; X OfOcial records book and page numbers of aq existng ulildyr easement; )(_ Building and structure heights; x Impermeable surtace ratio {I.S.R.); and X_ F loon area ratio (FAR.) for all nonresidential uses. XI REDUCED SITE PLAN to scale {8'r4 X 11) and cabr rendering ff possible; O( FOR DEVELOPMENTS OVER ONE ACRE, provide the fopowing addgional informatbn on site plan: X_ One-toot contours or spot elevatbns on site; X_ offsite elevatons if required to evaluate the proposed storrttwater marmgemertl for the parcel; X All open space areas; ,X Location of all earth or water retaining walls and earth berms; >(_ Lot lines antl Wilding Ilnes {dimensioned); X Streets and dfires (dimensioned); ,)C_ Building and atructurel eefbadts (dimensioned}: ~(_ SVuctural overhangs; X_ Tree Irwentory; prepared by a "certified arborist", of all trees 8' DBH or greater, reflecting size, canopy (drip !Ines) and condition of such trees. Trees in heakhy condttion H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4.1102.A) w t_AnIDSCAPE PLAN: X AA existing and proposed strudunes; X Names of abtxtlng streets; X.. Drainage and reterrlion areas Including swdles, side slopes artd txntom elevations; X Delineation and dimensions of all required perimeter landscape buffers; _X SigMvisiWlltytrlangles; X_ Delineation and_dimenaions of all parking areas including landscaping islands and eWbing; x_ Propoaetl and required parking spaces; X Existing trees on-site and immediately adjacent to the sqe, by species, size and locations, Including driplines (as indicated on required tree survey}; X Plant schedule with a key (symbol or label} indicating the s¢e, description, apedfications and quantities of all existing end proposed landscape materials, inducting botanical and common names; X Location, size, and quantgies of aA existing and proposed landscape materials, Indicated by a key relatirx~ to the plant schedule; _)C_ Typical planting details for trees. palms, shrubs and ground cover plants including instructions, soil mixes, bacldllling, mulching and protedlve measures; X_ Interior landscaping areas hatched andlar shaded and labeled and Interior landscape coverage, expressing in both square feet and percentage covered; N/A Corrdgions of a previous development approval {e.g. conditions imposed b)I the Community Development Board): X_ Irrigation notes. ~ REDUCEiJ LANDSCAPE PLAN to scale {8'r4 X 17) {color rendering If possible); q IRRIGATION PLAN (required for level two and three approvaQ; N/A IX COMPREHENSNE LANDSCAPE PROGRAM appllption, es applicable. Landscape associatetl wqh the Comprehensive Landscape Program shall exceed minimum Cotle requlrementsto offset the areas where minimum Codewrll not qe met. ORIGINAL RECEIVED DEB 2 4 2006 Page 4 of 6 -Flexible Stantlard Development Application 2005- City of Ctc~arwatcr PLANNING DEPARTMENT CITY OF GLEARWATER I. BUILDING ELPVAtION PLAN SUBMITTAL REQUIREMENTS: {Section 4-202.A.23} Required in the event the appllcaton includes a devebpmenl where design standards are in issue (e.g. Tourist and Downtown Districts) or as pars of a Comprehensive Infi11 Redevebpment PmJea or a Resldernlal In(III ProJed. ~W11 /.~• lMM~~ of BUILOINGELEVATIONDRAWtNGS-all sides ofaMbuildingsinctudingheigtrtdlmenslorrS.CO~1~fWmaterielB~iG~S ~ ~~~~ tX REDUCED BUILDING ELEVATIbNS -four sides of building with kxrlors end materials to scale (tf %S X 11) {black and wM~le`and ~n r possible) as required. to dn9• K J. SIGNAGE: {Division 19. SIGNS /Section 3-1808} 9C All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height. etc.), indicate whether ttxay will be removed or to remain. Existing sign to remain. O All PROPOSED freestanding and attached signs; Provide detelb irtcluding locmion, size, freight, colors, materials and drawing; freestanding signs shall include the street address (numerals) N/A ~ Comprehensive Sign Program appUcatfon, as applicable: {separate application and fee regdred). N/A O Reduced sfgnage proposal (t3 i5 x t 1) {color), i< submihing Comprehensive Sfgn Program application_ N/A K. TRAFFIC IMPACT STUDY: (Section d-202.A.13 and 4~01.C) Include ff required by the Traffic Operatlona Manager or hisfier designee or ff the proposed developmertt_ • Will degrade the acceptable level of service far any roadway as adopted in the Comprehensive Plan. Wdl generate '100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. • Wdl affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period a tT-et is on the City's annual list of most hazardotu Intersections. Trip generation shall be based on the moat recent edition of the Institute of Transportation Engineer's {ITE) Trip General Manual. The Traffic Infpact Study must t7e prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager orthelydes~gnea (727-562750) Refer to Section M801 C of the Community Development Code for exceptions to this requirement. XI Acknowledgement of traffic impact study requirements (ApplicatM must Initial one of the following): reFlfic Impact Study is Included. The study must Include a summary tagle of pre- and post-tlevelopment levels of service for all roadway legs h coming movement et all intersections identified in tl-e Scoping Meeting. T Impact Study is not required. C TION - IF APPLICATION RE1/!EW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND 51GNIFICANT DELAY MAY OCCUR K you have questions regarding tflese requirements. contact the City Pudic Works Administration Engineering Department at (727) 5132-4750, L. SIGNATURE: I, the undersigned, acknowledge that all representatbr-s made In this STATE OF FLORIDA, COUNTY OF PINELLAS applicaN are true and accurate to the best of ny knowledge and rn o and subscribed before me this autttoriz r atives to vlsft and photograph the properly < A.D_ . ~ day ~ desert n. - ~ '7~~ to me endlor by who is persanaly known has produced as ids ~ 'on. Si tune of property owner or represarrtative ~~~~~~~ , . HOWE ary pubUC, _~• «<<'-;Notary Public -State of flor(c My commission exP .. • ,h. • _ =,,,...-...._~~~ ..r, ~ .,~ •~,"~~";,,•- .Bonded By National Notary Assn. Page 5 pf S - Flexlblo Standard Development Apfallcatbn 2005- City of Clearwater ORIGINAL RECEIVED FEB 2 4 2006 PLANNING DEPARTMENT CIN OF CLEARWATER AFFIDAVIT TO AUTIiORIZE AGENT: (Names of all property owners on deed -Please 7. That (I amlwe are) the owner{s) and record title holder(s) of the following descrilxar7 preperty (address or general bcation): 150 McMuNen Booth Road, Clearwater, Florida 33759 2. That This property constitutes the property for which a request fora: (describe request) Site Plan Review 3. That the undersigned {hasfiave} appolrYad and (does/do} appoirn: Hallmark Development of Florida, Inc. _ 4500 140th Avenue North, Suite 101, Clearwater, Florida 34622 as {hisRhaiq agent(s) t0 execute arty petitions o< other documarNS necessary to affect such pedtion; 4. That this affidavit has txzen executed to induce the City of Clearwater, Flo-ida to consider and act on the above tlescribed property; 5. That site vigils to the property ere necBSSary by City representatives to order Lb process this application aM fha owner au-horizes Clly representathves tovisit and photograph the property described in this application; 6. That (IAve), the urlderslgned autholriy, hereby 09rlify that the foregoing is tNe and correct. STATE OF FLORIDA, COUNTY OF PINFLLAS Before me the undersigned, an ofttcar duly conxrtissbnetl by the laws of the State of Florida, an this day of personally appeared who having been first duly sworn Deposes and says that he/she fully understands the contents of the afrrtlavit that he/she signed. My Commission Expires: S:Ipkrnniny DepartmrntlAppi!leatfan £arrrrsldeHeAOprnerx reWewlrrex/b!c standard abvelapment appl7rrtkur 2DOS.da+c ORIGINAL RECEIVED Page 6 of 6 - FtexiWe Standard Devolepndnt Application 21705- Clty of Clearwatrr FFg 2 4 2006 P CIN OF C EARWA ERT __. ~~, cuoo ~tt:1y 12 • HALLMARK DEVEI~ENT AFRDAV-T TO AuT-1OaIZE AGENT: r ~~ ~~ "`~°re oh deed - Pbaee PRINT ruk nempa) 7. TNef (1 emAve arC) the owner(s) end record title h 150 McMttNen Booth Road Clearvva older(a) °} the toltowln0 d~~psy ~~ fAddmsa or ter, Florida 59759 9er+era- location): Z. Thsl IMs RoPeKy conettfutets the ProaeRy for wt>14if a request Ibr a: (d~scdbe ram 81te pier Review PAGE 11/11 9, That the undetalpned fhatJttava) eppolrttt+d entl doe 4500140th Avenue North, 8ttfte f 07, Clearwater, Flortda~34t322 allmerk Deveb__ omen! o(Floridta, Inc, _ - ea {MeglrNn egent(a) to oxetxrte any pallibns a eiiwr docurtght rtooeeeary to afTecA such poybgr 4. t}ral this elnds~vsl ttea been arsCuUed to lrsdur.~ the Cky of Cl~rwstcr, Flo~idn to correMar and 5• Tirot area nett: bo the _ ~ on the above deecnped ProoaRy repKnatraivee ro wen a ~ ograph the propP cyrocb~ onbea n tuts lea m orde~rm proceee this eppllakbn and the owner authorizes Clry aPpNCatbn; e. That (Uve), the urrderslgnad authority, htMeby ~zy that thr breganp is trt,e ono epte~, . cq~~r of ~t~us STATE OF FLQRIDA, t , - me the un0aralpned, en omcr duty cortrrtlsa tl t .~~ ~!-~._ Personety ttppearad I ~' ~ ~ of the Slat of FI _ . on this Depoe anp Qa~ that she n+l-Y,t)~gglsta ~ of ate etntl ~ day of :r:~,~p~~;~arta`~uscetr~`lhelta:JaJtC ~~~tw~,t>re,a+y~worr, tawy commladlon t~rWres: - . •y,,oe Commission # DD48525 - `~c'z ... .,; Expires October 24, 200 '~ { ~~~~ ~~'~i,', ~~~!~ BonOed Troy tam Inswanee, Inc. 800.365.7019 s.•tpRM„ra pgo,,R,,,,,,,,r~~~ farrtlre ORIGINAL ~w.~,ar ~+~rrk.~ stan6uud °~°ra,~„"'"',a~""^ zoos ax RECEIVED FEB 2 4 2006 PiANNING DEPARTMENT Paoe s ar s . Fteztble Scahdera DOValapn~nt nR*~6tion 2OO¢ any of Cleerwatar CITY OF CLEARWATER __. ~,,, «uo tC:1y 12 HALLMARK DEVEl~ENT AFFIDAVIT Tb quTFfORI?3; AGENT: -~•+~°~•~•+ow,eeondeep.pteaeePRlNTfut'nemes "--~_ ) 1. TRtlt {I ~~ arc) the awner(st end recorp tIt1E h 150 McMullen Booth Road etder(a) ~ the tONO~'8 desent;'erf property (edtlree~ or ,. Clearwater, Florida 38739 B-nerel location): T. 7het lhis property consiltutes the proxAy Por whidr a rrque4li,r a: {descdbe rye) Site pisn Review PAGE 11/11 9. TTtet Me un0etslg-tep (haWtwve) appOdrtled enp pae ( tl/p0) eppdM; Hallmark Daveb_prttent o f Florida. Inc. 4500 140th Avenue North, 8ttfte 101, Ciearwntar, Florida 3462? - ea {niagnNr! agnnt(a) to oxecute any petpbnc a rntwr docurtwns rrooeeeary to aReo1 suan Pedtion, 4- TTr» this ~davil tree bcert areCuted (e I ~dts:a the Clly of Clearvwter, Fbdde to Consider enp as On tftC eDove tlaeCnp~ Protlarty' 5. That eHe vleNe bo the preperbr ere neaeeeerypyC,ty Ka'eeenteBves in ordrerpp p~~ Mie appilcrtbn and fha 1BPre~mtaivee to v!!II and photograph the properq pcsCAbea h tms aPPp~atlon; owner authorieea CNy e. That (Uwe), the cxtdarslgnep vufhoAly, tgrepy oerttry tnet trta /oregoing ie true and Wr-etx, . Ctwtill'1I OF PtN0.U15 sore me the uroaralprred. an omcr duty corrrstles~e tl try the lane at Depose ano Oaye gnat a tir~rnut~n<~e~.. I-rC1 r STATE OF FLORIDA, nr1 thte I day of ..a'?-+1^'r-c-,.."'hc0~, h'ul~~tlnct OuN eworn ~- -' Commission # DD48525~ Mr comn,l~or,~a,p,,. ~;•~.•;~y;= Expires October 24, 2005 ~~~'%~~~.~` 8mroedtroyFam inswance.inc.800-385 70 7 9 S.~IPkw~nrq ~'~+rUnawiesaa, /"a.mereertiop.,~t nw~,wl/k~>r/DM stenaVw~d abrNOpr,MN agorre.thn 2a75.ebc ORIGINAL RECEIVED Payg ®af 6 . FIe:IWe Stehdarp DOValoprnynt ~~~ogOn 2005` Clty of Cleerwetor FED 2 4 2006 PLANNING DEPARTMENT CIiY OF CLEARWATER HALLMARK DEVE~ENT AfF1pAt/-T 7'p AU7F1t)R126 AGENT: ~."-°,.~ camera on deep - pietee PRINT ruy ^emes) ~~ ~. That (I erfllNp are) Hte awrler e} end r'2COrp title h 150 McMtdJen Booth Road 1 viderca) of the to ,Clearwater, Florida 99759 ~ deacrffaert p~Petty (edbree' °r B~r+erai IvCelion): 2. 7)at Ihls property ~+al%tutes the prop, kr Mph a ~~~ Ibr a: (deudbe raayeal) Site Plan Review PAGE 11/11 9, 1Ttet Me unperslBned (haWtwve) appdttted enp doe _ ( tvdo) ePPant: Hallmark DevelO_p~e~ of Florida. Inc. 4500 140th Avenue North, Stifle 101, Cearwater, Ftor(da 34622 - as (niegftN~ a8ent(e) fA exswte any petl-bnc ar rnher docurnehe naoeasny to eRea1 sueh PaMtien: 4. Thal this oflldoKt has been aMtu99d to lndtce the CMy Cf Ci~rwyfer, Florida to f:onalder and act on the above tlaeCnDed propaRy 5. That eRe vteM9: 6o the Properb ere neoeaeerypyC~b n-p~eeenreti~es in o-dkrtt7 proceee this applial-bn and file repranentairee to vlelt and phototyeph the property dcaorlbea n tftls eppswtton; owner aut-tor~zes CNy e. That Mvel, the t+ndersignep ourhahy, htMOby oertRy that t-ta kregoing is true and earrt~, . CtwDrrv OF PIPIt:LLAs STATE OF I*LORIDA, me the urkiaralpfed, an of(lcar duty cvrm>fes tl try the byre of oopoe afq says inat a l~telvai~.rraPDe~ l.. My comrtusoicn 6rar@s; ~ ~r Commission # DD48525 '••:;,~;. Expires October 24, 2005 ~~'~ %~. ~:~`~ Bonoed Troy Fam tnswance, inc. 8003957019 orl thle -- ~~rK,o t"w~~~n are, awry ~ y a S S:IPAw~»by p~ feMyK~~,e+bn FOrmefAa~Knbpr~t n`r'r"'rl~`r/pM >rrendlvd abrelopratrrk af~t~l4rn <'DOS.ebc ORIGINAL RECEIVED ~~~ 2 4 2006 pads 8 of 6 _ Fte>cthle stahderd OOVCfeprgent ~ppficotion 2005_ Chy of Cieerwetn PLANNING DEPARTMENT CIiY OF CLEARWATER ~-„ cvuo 1ti: 1`~ 12 HALLMARK DEVE~ENT PAGE 11/11 AfFIDAtI-T TO Au7H0(tl7.fr AGENT: _ .__ _ ., rawRY ~8 Oh deed _ pbaee PgINT tur nemps) 1. TRilt (I arnhwe arC) (7>e owner(ttt and re4ard fiflt: h 150 McMullen Booth Road, Clearwater, Florida 39739 t~ bye descrrearf ~~ (adores' °f " B -~ I IOCaiIOn); 2. Thal Ihis property oonslltutee the pn-aeAy for wMkfi a nequesi fora: {desedbe ragy~) Ske plan Review 3. T119t tnB un0eralgned (-raWlwve) appr>frted ano (doetilpp) aPPan1. Hallmark DevebDrnent 49D0 740th Avenue North, Suite 101 `- ------~aFlorida, tnc, .Clearwater, Flortda 34622 - - ea {fNaq-tNr) a8ent(a) le execute any patpbnc ar mhw docwnort~ naveseary to aReot suah pey~; 4. Thal this ef--davst Itaa beee areCuBed to Ir>dtrc the CNy of Cfearvwter, F todda to Corrslder and act vn the above tleecnped pryps 5• That ette NsMs to the ProPe~ are neoeaea m" raPrerentativee to volt trod photogr@pr, rile ~~ Aceodbev ltMs eppptatlon; to ptoceee Mie applintbn and the owne- suM+orizea CNy e. mat (IAve), the undarslgned outtlwlty, tgfepy tasntry n+et ttta tbregoirtg is true ano tor-ea, . covt~v DF ~net.us me the urfneralpned, en ofRwr duty cvmr-tlas tltl tr~r~t`h'e~It3vF-~~ Depoe ano treyp roar a tlNNnt/ltl rR~ee, ~.wa ~± STATE OE FLORIDA, ,,>~,~ ~ url this d. woo nawrtg hvwt t7rnt tluy ptph y of ~1~~. tmycomrntse,lonf~ `.= Commission # DD48525~ Y~,` °'''`~~ ~ ~~ `°~~ Expires October 24, 200 ~~'~ r~ r ~:~`~ BonOed Troy Fam Insurance, Inc. 800-385-7019 S.'IPhr~»tq p4prMyy~rUAWrea+far fPrrelAs~rygn~t rrµrwl/AnrlB~ sfs/7ewM abhkrp.rM.lr sgorlr+t4rn cb05.dsc ORIGINAL RECEIVED FEB 2 4 2Q06 Pays ®af 6 . Flgxlpte Standard Oovdaprnsnt nopticogon 2005 CI[y of Cleerwator PLANNING DEPARTMENT CITY OF CLEARWATER RUE EDUCi4 TONAL PIIBL/SHER~ ~...~ SECTION 16, TOWNSHIP 29 SOUTH, RANGE 16 EAST FiAN INDEX t cores r~r ~UO~DOa~ ~®DaTO®a~ a ,~,.,,~r,~ r ~.r~~ LOCATION MAP ~ C/ T Y OF CL EA R I NA TER, FL OR/DA ~ ~ ~ "'A'te"'"` "~"" I~ o ,~ ,~, . , j ~ as ~~~ .. . . . . . .... ~ ~ '~ , S & n ~ f Bi i kt~ P d ~ ~ ~ Q4~N 9 iYr i. Id ~ [ ~ qpf If[ ~ y ' N~ .~._ j ,'~ ~ ""` 1~~ ~ ~ , ai„ ' LEGAL DE~CR/PTION 1 f1E ]A1i l Ol 1fE flaalaEiT l K'11F 110mAlYT Y lrfw >tr w !~~ ~ID IEDOW M fNQK Idaa 10x( ®, ~A01 ]61 lO! MD Oo®r nc raLani ~ -Ailal! f/pM~MmtC~11tE ~RIf 117 IQT ? ]1llt fAIIf IEO RCLf 6 nE FMf A Oi nE tt EAIIf If]] ~IIM ] ~ AMA 91'1[N1 1EARA(Sp1{I®IN1~01 N~ ICCOIOrD M Mt 19at ti -MI q 14810 ICm10 ? Frrlil.V OaM1Y. MNfE1 ! nc°unnsfeo v]tr arlna eami fo /sr alnc aam >a a nc ~ofw i~~sam{ R,waie u!L°a uw+ aai<n, rtc°~~nolt fa -Af4m 1 1NL~1Q1~T(t~iplQ~T pl, ]1M W~f ,I1ptl~ IQT Or M Wt~p~{1O~I- qM~~ 1~~ M IOUM ! Aab I A IE/6 M1~ i R 0.HINla1 M RCaOm M M4 10aI 14 PAK O A11)C 1fa01W O 17BiA! OOtN1Y. -Ma~1lap~~1~pp~~ {M 1!]T i! f~FT 6 jnE~[A,![T itl FRT Of M lafM 10 qFT dF d Q110Y T4~10MMa1l~~t}df01, MMa! 1~ WT. ~ 0 ~F~ oartAlsr 1w AGI! falS a tbi ~u ova 1vo oosnexnarr ]usr aor~aror m tnE.www nnrnamt ~ tae r • rsrra r Prepared For. IgUE EDUCA TONAL PUBL/SHER3 GO: HALLMARK DEVELOPMENT OF FLOR/DA 4500 140TH AVE. NORTH, SUITE 101 CLEARWATER, FL 34622 Ph. (727) 531-5750 ORIGtNA~ RECENEp FEB 2 41006 Prepared By ^^^^ ""LMA ^^^^ . ^^^^ I,rrdor, Maw i AwocMtw, Yc. CIYL i lliYitONtNiAL DI6~i8 PLANlRB ' ilI11YlrORB 31022 U S. 19 NORTH PALM HARBOR, FLORIDA 34080 Phone (727)]89-5010 FA%(727)]0]i394 WEB:WWW.LMPENGR.COM EMA1L'LMA~CSICOM EB W090 PERM/TS ~~ ~ ~ s..~ .a,em ,.~.. ~~ 11wlN Opi/1lff1flaAlallMr .-m,. f«,a•e SING DEPARTMENT vRmr vewua ~ OF CLEARWATER , "~O~„°,,,~ ~ ~. aC ru 1 • ai0~-I~FJ77p AIO M VI3i1t WIQW ~Uli I~OY 1ivE1. 1f10Vm1[ aVlq M11N CaR N1~f Q ~T. ~ ...~..~t~-e+wr ~r~a L ~IfTi~a1 ' 8/TE DATA ~A11an A 1FIFIF000GO-IL~gm :a.+a r~u I,ItIFn.RFp@ oemcr ~~ ~.~~~ flfow ere AI6A ].w IaE1 f1YP. 910.0110 IEIaln x7 (M111a1Ea) YAit rM. aw AIT, ru1,. O.TI ~. r ~. ~~i~i Anna°u~ee x10110 1rEieAaw. rear - m rr. a - m rt. RNI - b R. ~~ 11m1. Meg. 1n,4fo 1v/111 Aatl (faop sawq AgAn v~tl v/MO Aat poap LE11a1fAS LR AIEM xlm 1s/1.a AOE1 (s+LaO r1n lnfon4aa aru-~a~ v~na ws (uep rao Ai1GM 440tl v/av Axe (sap ara ~. 1n,111 1tsR1f ru]1 (111i1p 1aTAL IPi.M 17AI10 V/].w AalO (10041 s11aa ,uaA~. t0.w vh.11 AaIE (1441Q w1a1A1f 1rs AIQM wn AI/I.A1 Aom (]171Q 1xlosa aA1o Alf. U]11 vpfl Axe `(fags or vxA.) rx. K+fi+oue inrA- us 1sp.o1 AfAi (~ vo M~Fx ~ A71 nV ~ ~((]+~ilp ~AlIw10 I1mJepOfif - QiKE AR[M ] TAOF7 Rfl 1A00 6f. auii s' '°°°P1a`uou a Iw~ac~ir ~°AC) 11] iALm 111u1Ea ass - art a a1:MUm1 f11O1 - ax Q aLM1A18 ' E1EClloau _ ~ -orm aomaAna tram O'LCiME MOLE aouwm rt~vtir AlPIAM to x N rtao07a1H X M AOOaIOIlIOE IElll 1K rfllA YIP Or 1'1E1W 0011f1Y, -~ ~IYa 1]10]0 01114 YN A:IR® , faai R11p1um~/fACrmm i - ]saieim (ASU ur sao.. AOpipp oi1vl s~vesieNS f_.. ,_ 1..e.. ~~f~.arcoO.M._w..1. er-11rs 1a~s wt wA1s • an v w1w1w 0arrs +e-a-a1 1t~s 1o a..1 Yo /war m.sm o-,1.. .../ Iw en v aaia~al m..w 7 2005 r:re ~ - ~.: 1 ]g' ~ l sf7 ~ i ~ ~ t 1 II I I ~• ~ ~ O O LL W O¢~ r W ~~ ~ ~~ ~ O4: J~a WxW ~~ o~ Y " RN MO 11--t~-{MOCY~IN11 ~~- AER/AL PLAN/EX/ST/NO CONDITIONS/REMOVAL PLAN E ~?. ORIGINAL RECEIVED ~~~ 2 ~t 2006 PLANNING DEPARTMENT CITY OF CLEARWATER SECT/ON 16, TOWNSHIP 29 SOUTH, RANGE 16 EAST ..........- --...-. -. -R/DA i ~ 5 Y ~. _.; ~4 HI ~I ~-- ~ ', ne n. I a. -_ oI i m ~ ..._ ~: gl ?I gI I ''I OFfJ ESP CE ~: I i'. g g ~ ~ ~ ~ lOUHGE . ' ! 6TNR EQUIP ~ I i~• g I ' , ~ I ~ I.r ~ . t fI , a k i l ~ I ~..~ I.; III S ' i _ I ~ SECOND FLOOR PLAN t/8" = t' = 0" ~~ a _ - i ._ -"~ ~ I ' I ~.~rdGN -~~ _ r i .I I l g~~i 8'~ ~ : -~ ~ --- i I I j t I ~___ I -- I (~~ 1 I i m I ~ i i i s 6TNR i ~~ I _ ~ ! ---Te I I i ~ r----y ' i ---Q I { I I _, __..-__. .__-._-_ _ _~--= I I I - xY~ 1 ~ rfa 6 1 ~ AUT06HOWROOM I e §' x ~ = m°° ' ,~ ~ f ~ ~ ~ , i ~ ~ , ~ lAUNOE I ' i ~ ! -i 8 i I .. ~ ~~~~ _ R 16 1 6TNR _ ~ ['. i i FOYER ._ __I, -~-'r '- r. T '- ._ _ ~-_'- ~ ~ --- I I I ~ ...... ORIGINAI. RECEIVED ~~.8 2 ~ 2006 ..., ~~ ~YI-~ _ 16 1 _ _ _ _ _ _ _ - _ _ _ _ I _ _ - ~ _Z- - - '. y1. .__ STNRrll lll:.~ I" 1M7ERIOA)!IE11Y _ .. _ .... wsmR wTeaoucae nunmowu eu~vxn RFro Txe menmc eucx u ~ ruiTw.wxT wiReowe, cirorx row, wAa wi A.e zwumwr LIOMf i1X1YM,..OAO R1...aa.M.., aOlYrq,R,r TYn.10r., T~rAw,rFe.eK. ~---~ N f3 tQ~ ~6 ~'1 ~~ vi 6 ~5ppp? . ~[~ V'~ .i,. ~~~ _ e ~~ W x e N F m ~ € O~~ ~ ~o@ o ~ Qg~ Z y Y W ~ < ~a9 ~oiai~a ~: 2 l,n' - - - ----. - - -' - -' - `-- prLV rT%T ~~ A nRIP mv aLen.~~ PY wrvnn~l eOr2 •liri m.+F wtu ~ . . j .- l t . ii , k uWr• x _ FI f0; . ~fl~. /pKO:in' yrs..".-_-_7e' ~ w f . CO~t~~HU~-IU r'S.U.°GN .• ^`~~ I ! t.t.aK Gear ,No76e /tl1 EIf c !f / A vCN ~ y+! kK tDMxl7E LCaYn DELK .. •y~ Orin nii L1' LEtNG-1JM~.'6 o.M ..r m+r ~--r'-- -~ L ~, - a =~1 ~ ~ W'H ' , . 1 ' I tpo0',ltOextK. .. ~. ~. ,.. Y r~~/elal DEAr . i.il •TS eN .t rIMT D WN tNa DtM<a LO, .. _ ~ ..- • :~ _ . _ m ~ .. ~.a ww.. a..~7..r .+ ~.el w.~° r .. w. ~ _ __ _~ _ T T __ r 7H b ... 1 _ _ - ___ ~ ' ' ~ ww " '-- - ' ~ ~d ~ ~ ~' , ... _ w'?n ~ rir e[ A ~ I I :~ % .. -.. .. _ w.rnr~. .xw I + r . .~.rl ~G•fj _ f . ...o q. .. 1 _ ~__ rlasr r~aoa eEnworstauenraE. .mala~wNb-~ ~ ' I >~ . . •, Ar. J81. i _'~ - -, ~ I _ drs nnrT IwruL - .~ ~ not E/~N - ~. I~ (><I a , _ r) I `~ d • B _ Gaxr , Ia3 ' a cwT Dina. M ." .n ~ ~ - i ' '.. ~. - :: , I.1 .. t. ri eoxr roP M WN N .. /s rrar eLr. ntu ~^'^ - ?.xa eor EONS ro x.N j pt/. C/~~h) • ' I Lz 9'12A ranw F E . . raw F nwr eN v~ w 1r ae/e O I ~ I . . • B (ry P, A~ /K .lNi. a ~ n tN e a I T1. . ' O ~r urrsr,.resr rt 9M. I ru coxrmwe '~~P ! > ~~ ( tvvlcat) 1 1 ''v I ~ ~ ,_ ~ r, s, ,. _ - I - wy ~ j ~ f i I ~~d Dv, r, ` ~ 4Y ~I I ~ \ ' ~~ ~\ ~ \ ~ sn. etl. ', j ~ i I .. I i. cavr ~ I ' , ~sb W a~ 3 ear eexr. I ~~ I l ss<. co<. - ~ 39G,-"uv {~,tiM1 ~-' r w "11 O I ~ s Gf eia/" ~ ea,a .,~. x,n, i r vu ><x~o .ea.ro+no .w „a ...a / v s - ~;ir s/• aK~ ~ r ' . K eruNC. rte~s.Nt cN. xnaNa . w sNEA6 /r ao:,z. -y wsi ~ .ra ,.r e, TrP /n ' t R t mNfllx sua ~ . . r o . en r yw/ ~G,.r.1c K XYPl. Of'~WF ; »'RO' W,InNLx:G JerdRetY TO I ~ _ ~ j .. y 9 !~!:~f 'J.aT1. TN /QEL:K. ~ / • ~.wE<D eRr~s. ~ i --- _ ... a,e Hs wwf ~K rawreta- a-sN we1) ne/ /s sxN. ~ IN lot a a4.e Ar..!asT / . . ' , semeur -j:^ eoce ! Cd• r'l ~ i I I ~ ~ - /xa~.N x. eErw. .roro , ~ . I ' I, ~ ,,. L. m ~ g I ,~~n 4 I d' L~ - rec ~ ~ - ~ ~ I - I I~ /.A caNT. ~L I r M ~ ~~- cewc. r s ZN. 1 i ! I HO .. y. exC (.+')OC/n3/.K Or. Cow), eRecr.. 'r KKK e• CNO n NdtD na ~ . t.KB JOr GON 'l.lv yjf. Lahr. ~ j~ ~I ~ ~ : y . A/H /!/,.n tf Ge/ - ~IAJ rA~L~.'N . - wt Er3YM iT3'T YtM. CoRxtlL wT Lei{ CFNTeF/Na veto ' ' ~ 3 ~ ~. ~ i ~' ~ ` C 7 ~ ~ ~~ Y 2 . NiF8 NNIRl. ~ I •I : [fYUe NI ON' rT~/ .. At ai^ N/x L'T.ti• >n A4. d/rJY. ///K{G6 RWWMNLVC/L.IR -ANO-~Rh tllL .rD GORRtlO, i O I _ I - j , , _~'bl'r. DP,~tTP. j ?~~ S, :' E' $lD1'~R ^.IN 9'Ya1+P 1 ~ -•7L1' T,T NInCINd 1(i~%/ QQY Y./ d 0 xi NDi[ ~ DP-VDNGf •RE rREIIMIN•DY •HD CONCERUµ OMIa ~I . , ~T.,lpnp , ~ ! .2(}'!felL p1gr90 .. 6epOW W 1~+'IUY. , '^ . AND NOT FOR CONDTRU[f10NiVURrO5E6. i1NAt DFEIDN It Te i ~ , M p~~r 1 fIY~~ . EUDJ6C7 TO CODE RBOVIRDIERN ORIGINAL i 1 ` ~,1aw:~:~N ~ ~m EIVED ~ ' ~,~r ~- _.,)~Q/Iy~.,.Lf..•-, ~o:a~g REC -J ~ k' • - '~ ' --~ ~...•• , 33 a `:',•~. ""4 GMY Yh9sR Cd10C =,'~~ I ! .we. ~.w. ~ n 2Q06 ~ , I EsP~rJ ' 1 ~ ~cswt-ea~ rlu. ~"~ -=r k .Yf~b.[~'17!'yyJ F ~ EPa6~~NT ~~ ,a.,..~.wa.a.co~„~..,., TYPICAL_INALL SECTION .~µ~,,,l;p+ 'L ... PIANNING ~ f~ P^i ~ t ~ ~ ~ ; ~r ~~~ ~'~ ~~ g ` ~,~, ~ ~. .~~~ wu. ~~i ~,~. ~. r e rt . 4 T " ~• J~~,O R .~ F p, _~ ~~ R ~ ~~, _ 4 ~ y a v',y ~D tEARWATER'aw~:~~ „ _ ~' ~'., rt r H ~ k .1 4; i tln y.. ,i Q4,, ` ^~ ~, ~ ~; ~,, I -- ;~.. • 9I ~ _ _ .. ~ ~ + • • ,~ ,~ f ~ y~ de . ~~. ,. ~ .. T -.r, rF+ .p _ .„tiny, '* w ~A ., ~~~ z f ~~~~' ' .i~S, .}? ~ ` ~ .. }~a. * :~. ~ ~,~ t,^ ~ ~.. f ~.~ ~.:: ., ~ ,_ ~~ ~,_ _ ~ . .• yt ii _`l ya ~ L ~ i A~~ ! a 'v.. h! 4 ~ A ~ ,+ ~~ a f ~ ~ _ ~ , ' ~iGrn W ~ "' .' ~" ~'~r ~ ~ ~ ,. ~- ~w , i .. ~ ,. ,;,~ a .;; _ v ~k ~~r l.; •~.a ~ t;tr ~- ~., _ ~i. ,,~ . ~, ~... r ~` ~~; ref' r ~~ ~ y,w~y~~~~.. l;+ ,~y }''~ ~lfilt,pw- ~ i~~,k :~,~ • i .+* I'B ~' Si s Y~ .. s•:. M.r. t ~ ~IP ti .~ ' ~.:. ~~ }~ ~ ~.°. b ~. @! ;fit-4 ~' ,~y,~. ~~ .. ~ .~~ ?~;~~'K ~' a r ~°. iVn.~~~s a E, ~ " 'tis. ~ ,.. 1Yr ,,,} _ <. _. r~ ',~, . .. ,. } £` 1 ~` ..4 s ' N. ^' X 1 T i e '_ i. r i b i• ~ ~ # ~ ~ i ,i N~. .w i.~ ' "t ~ ~ . ~ A ,r _ ~ ~ ~. e pyWyyy r ~~ ~3 „. " r - ~ ~ ~, ` ~ ~ .'~ ~~~~~~~~~,.~ -w_ rte' k .~, P p ~ r~ !~ ,. ;. ~ ~ }.~. ~ a ~I gTE'd ,.y ~,T ~. ~ j~, #~ R ' ~ yy,,n,~~'is. -, ,. ~, r _` r ~ ~ ~ # ~.p yam„ "vim ,~,~ - - m~ ~+` ~~ -h , ,~ ,~ ~: s: r ~~,, s+ia , r c~~. ,w "' •~~ ~ dTg4^~R ~2h Mt ~ ii. i; yy~~ at ES" ~ 6~ ..~' ~ } ~'•~ ~~:. f ,.~ ~ ~;. 4 i rx fi }~ :}~ { ~, .dam ~: r+ f ~r +' .~ di ~~ #, ~ CIT Lt J, ~ q R r<.' R ,... ~s" ~~ }~ ,: .~ #; 4 ~ ~~ - G ... k ~W ~'""'""Y s ~~ ~' '_ Y~ . ~+., ' ,~ y, RIGS I ~'~ `~ ~" h = t~~ ~, J . ;. E 1 5~ <. " ~ C * ~-~ ~~ -~ 'q `~~ " ~~ '~ `~ ~, kJ%- ~ - t sim , a,£ ~ ... m r' a II~ 4 ~ ~ v a ~ ~~ d ~' ;~ ~ '~ .1 r~ r• ~>. ~' { k _. l ~.. ~' k F k .~« k ~ ~~-. ~ Y , r., .,:rte r.., ' ] ~'. t~' ,~~ ~ ~ .,~ ~+~ .. m '. +~: ~'` ,~llb !~ ~ ~ p t ~~ tY ~1l~~ f Y ~ 1( ; ~ ~ ~ p ~~ ~ ~~ ~ ~ o ~ h ~ ~ ; ~ °~` t `§R ~ s ~ ' ~. „ .. ~, ~ „ ~ k ~ . ~_ '~ #, .'fit CIS s sw ,. ~ ~ " ,#;. _ t' ,K rl r ~ ' ~ h; '~ y~ `* '~' s G DEP4ART !' ~ ~ ` ~~ ~ ~~~ ' , 4 •-a "FF" - ._ f _ ~ -~ N 4 / Y * ~ PAG 0: • Sent By: RUE EDUCATIONAL PU" iSNER3; 727 53B 8707; IAar•Zt•00 2~ ~'N; Pegs Z n ~~ 7T01~ ;~ ' ,~ 1~"b~ (N~eluawY•~Yrr~ab~lboYOPO tYnm r++awtt~a~w ~ar<: o~Kr..r ~~ xalo.weer.twr~,.~ow,~,.a~w~aaa ~#Wlrtrl~Ntgr, ! ~ - ~ 3eto.~awnnrgsev.rrr.arsa+lr~ro• wailabi~ ~~~~ C~t1A8itad wcfNwenmuara~.~mcasaMauw scaawensuawiltacao.aar~ 118 Wef'rettty ~~d, Made and aeaut~d rAe l,ror aay oJlaranry, moo, er CLE.tRwA7~R L0003E 1090 LOYAL OIiOEX pF p/OO$El~ A FLORIDA nlOn!-PROF/T CORPORATIgfy qq!/A LOYAL ORQ~ pF ~pE cX1:Aftwa7ER LDOGE 1030, A f1.ORIDA MOAF~PROf1T CORP'ORAT70N, Asviai itr Prin~P~ P~ 01 TiylilteJt vt. 130 A/Cf(ULid1V B007S ROAt7 Cktv~la FL 33759. Mraor~}!tr txtA~d tltt Cturrror. m 0. P14U1 NAAp3MA anti BARBIIRR J. HAAQSAtt~ Arr~9I1Q wad 1WA >•+1aso po,>t ogee addtitts it 13m Gt1LI' BLVD. BFl2rtI1P SI (ORS Nfo-r~ 3371!6. htrtw~trr mlftd dar Grmua. . pMMw-u~lls~i~br~'~r~wa'C+awl+0ib~t~o~llrbt*Yas~rnrrtbfNitMltt~pf~wwbA~aa~Iwyrbd . Yy11~~Id1r~Ipp~~~gM~y~~~1~f~a+~tbMl~d1~1~ . ~. ~~ r•~f ~. ~' ~ M M/ifd(7QQOA at ~I lYA aJs'I ~ fN C!'at Qlfd l1CE~r~ ~uQf7~ aAd afher +at+~6k ram~Adtrmtpn~i nts~t 1-fisrsrd/ u btnby Sao. by rhaeDreaew dolt a~L ~((. atrcn, rsrnve, ~rkase, evRrry mid oor~lrnt Y+ra dte t•~m>:ee, alt dim caYOin lmd, tlraonr 1rt 1'Gx!<aa Qntnfy, 3~ore c¢t0'orida~ ~ 9EE EXHIBIT •A' ATTAtrl~l~ HEREPp nND h{~ A PART fiEREUF. TOgO$f~~, wlrk d11 tAr te~oilencr, Jkne1irmnetet and gpprimnnxes tAet~a l+el or in Q"i+a! a7'~ apyrrmi~. TO Haiv~ attd to Hold. aY.,mns rn/e.~;nq,(.1(nvrr, And atr Grw+ror ~r+~1' sovamtrt widt said Grm~rse that tt tt ta+yodry tNtml alwtd !md Li 1Sre t4nple: tAar U hos l~ NQ/n' mid !a>,'llt! arlbority to ssN mtd cont~ std land tlnt U ~Y fray wartm¢r rf~e rub to said imod aad >a(1 dtJind t/tf ,tlQNit aka tfit ~ datair of all Prssmtt l~onuoewJ• aad that Laid toad is jnr oJaH etlctonb-aneu, acrltt hta~ct ~l to December 31. 1499. i l of 3 ORIGINAL RECEIVED . ~ FEB 2 41006 PLANNING DEPARTMENT .. CITY OF CLEARWATER 0319W" Z b 4 HALLMAP.K DE'JELOPMENT pA~E 04 Sant By: RUE EDUCATIONAL P11f' 'SHERS; 727 53@ 8707; A1ar•L1 •00 2 'b; Page 314 ~n'a~o~aNO. ~ ~ t ~~ rQ1 ~MCO~OI10 WTA !n Wfht~lli YVMrt.Of, rti..mid l3nrvor hat carcua rn~se prweur w ee arcw.d in to Hero. arrd ict corporuu reol to bs h~ntwtt0 ~7ud br ruAoFer r~lrrr Gkerriurra dtdy ua~-aed dor day mid yisv fern ~6w,r w,iaen. ATfHST; 5(~ne4 sealq! avd de@vtnd Lt the presanc~r aJ.• ~• . r4ir6~s KENPtE"T'ii IVIURPNY ` rMr ww. +nMerr GOVERNOR ar y>re.~~ Kapw~S~n '~ hYri }lr sT~~ o+P y wu~r of I Tiw fi..o.+q M,rnnn«r vr.duo.rwp.d ewew m. ar drNrT ~.. Iooa er 1cElt1E?N M11RiNY, aove~e~0a a CLEAttwaTER LODGE 1030 LAY/4L ORDER OF trSOOSE tNC. {c:hsclc wrr) t3taia pw.ayal YfaspenoMy wiown ca m.. 0 9ald owea~{q 0~'~ tlu ~q ~ d q~+tliblbn: fawfdt Grn~ UOMM MOTMY RUWEA 6TAM ~W, ~'f 9oritt Availably i ar s ORIGINAL RECEIVED .~ ~ FF~ 2 4 200fi PiANNING DEPARTMENT CITY OF CLEARWATER ___ .. 93/30/2000 15:54 7275363574 HAl_LM~RK DE'~~ELOPMENT PG:GE 05 ;' S4nt ey: RUE EDUCATION!-L ~•tiHERS; 727 539 8707; Mdr-2t •00 ~°W; Poge 4/4 ~# ~ ' • •[I ~,e 8xII1$1 T "~ " The East 112 of rtae 3outbreat 111 of Horthreat 1!a L.1:S9 the South 5 aczes and LESS HArvI$p TJ3RRACE. and the Soutb 10 feet of the South.lJ2 of the Southeast ll< of the Northrest 1/~ of the Northwest l/:~ of Section 16, Torttshfp 29 South. Ranttt 16 East, Pinellas CauOt~, Plorida. LESS the Sollorin~ I parcelar PAftCBL 1 ~ The Hest 117:feet of the Hart 150 tee[ of the Haat 1!l of the Southeest 1!s o! liorthrest Ila of Section 1d, TosnshlD Z9 South, Range 16 East. less South 5 acre: and Iesc BAIf~-IEII T$RAACE $t18DIVISI41i, as recorded in Plat Book 12, Ps~e 63, Public Recozdc o! Pincilas County, Fiotida. TARCBL d~ The $sai 150 feet of South l0 feet of South 1I2 of Southeast 1!4 of Northreat 111 of Northrest 1!! vi 3ectfon 16, Tornshlp 29 Soueh, Rance 16 ]na:t, Pinellas County. Plorlds. PARCEL 3s The Ziest 12 feet of the Hatt 162 feet of the Sast 1!2 of the ffouthwect 1f 4: of the Northrect irs o2 Section 16. Toratshin 29 ttouth. Rance '16 Hart, LESS the South S aeres.end less BAYVI&t T$RRACB SUBDLYISFt3N, as recorded la Plat Book 1Z, Pale 43, Public Records o! Pinellas County, Pivtida. PARCEL 4t The Rest I2 tcet of the East 162 feet of the South 10 feet of the $vuth 1/2 of ;ice Southeast 1!~ of the Northrest 21s of she lyoztltrest ilt:ot Sectfon 26, Tpwnahit- 29 South. Ran=e I6 Past, Pinaliaa County, Florida. ORIGINAL RECEIVED FEB 2 4 2006 PLANNING DEPARTMENT CITY OF CLEARWATER ^~~ I 3 ~ • ORIGfNAL fs`~~s~~~~ FEB 24105 ~~ p~INING DEPARTMENT CITY OF CLEA~tWAT€R FLS2006-02011 150 MCMULLEN BOOTH RD Date Received: 02/24/2006 RUE EDUCATIONAL PUBLISHERS ZONING DISTRICT: O LAND USE: R/OL ATLAS PAGE: 292A PLANNER OF RECORD: NOT ENTERED CLWCoverSheet -~ , • ~ 'i Planning and Development Services C7 ~ _` 100 South Myrtle Avenue ' Clearwater, Florida 33756 r Telephone:727~62-4567 ~- Fax:727~62~576 SUBMIT ORIGINAL SIGNED etie Wnrean:~n APPLICATION [X SUBMIT 1 COPY OF THE ORIGINAL APPLICATION Including folded site plan CASE #: DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFlCAT10N: ZONING ~ LAND USE CLASSIFICATION OF ADJACENT PROPERTIES: NORTH: ~ sauTH: _ ~ ~' WEST: EAST: ~ COMPREHENSIVE LANDSCAPE PROGRAM REQUIREMENTS (Revls~a 9n92oo><) D. APPLICANT, PROPERTY OWNER AND AQENT INFORMATION: (Code Section 4-1001) APPLICANT NAME: Steve Engelhardt, Hallmark Development of Florida, Inc. MAILING ADDRESS: _4500 140th Avenue North, Suite 101, Clearwater, Florida 34622 PHONE NUMBER: (727)_631-5750 FAX NUMBER: (7271536-3574 ORIGINAL PROPERTY OWNER(S): D. Paul and Barbara J. Haagsma )'r~l~~ (Must include ALL owners) AGENT NAME: (Contact Person) Steve En elhardt Hallmark Develo ment of Florida Inc. PLANNING DEP T MAILING ADDRESS: 4500 140th Avenue North, Suite 101, Clearwater, Florida 34622 (`ITY OF CLEARWATER PHONE NUMBER: (727) 531-5750 FAX NUMBER: (727) 536-3574 The landscaping requir+emerlts of Article 3 DNision 12 may lie waNed or modified as a part of a Level One or Level Two Approval, as the case may be, ff the application for development approval includes a Comprehensive Landscape Program, which satisfies the following cHteria. The use of landscape plans; sectionsf®levattons, renderings and perspecthres may be necessary as supplementary information In addition to the information provided on this worksheet: Architectural Theme. a. The landscaping in a Comprehensive Landscape Program shall be designed as a part of the architectural theme of the principal. buildings proposed or developed on the parcel proposed for the development. See 1b Page 1 of 3 ~. R ~ OR • The design, character, Location and/or materials of the landscape treatment proposed in the Comprehensive Landscape Program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. This project is an expansion of an existing development. The proposed landscaping in combination with the existing landscaping will help to create a uniquely finished product exceeding the minimum landscape standards. 2. Lighting. Any lighting proposed as a part of a Comprehensive Landscape Program is automatically controlled so that the lighting is turned off when the business is closed. No landscaping lighting is proposed for this project. Community Character. The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearvvater. This project is an expanslon of an existing development. The landscaping proposed will add an Improved visual quality to the community. ORIGINAL RECEIVED FrB 2 4 2006 PLANNING DEPARTMENT CITY OF CLEp,RWATER Page 2 of 3 1 ~~\ 4. Property Values. The landscape treatment proposed in the Comprehensive Landscape Program will have benefidal impact on the value of the property in the Immediate vicinity of the parcel proposed for development. This project is an expansion of an existing development. The additional landscaping proposed on this site will help to enhance the value and visual quality of the site and the surrounding area 5. Spedal Area or Scenic Corridor Plan. The landscape treatment proposed in the Comprehensive Landscape Program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area.in which the parcel proposed for development is located. This project is an expansion of an existing development. The landscaping proposed is consistent with the general landscaping theme along the commercial corridor of McMullen Booth Road ORIGINAL RECEIVED FEB 2 4 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Please return checklist for review and verification. Dafie: 2 - Z Z - ~ ~, (Signature of applicant) S; application tormsldeveiopment raview/con-prehensive landscape Program application.doc Page 3 of 3 I _ . ~~~~~ -mot i - ~ .~.JrE' ~ L T a ^ ~, /' ~+~". 4 'L _ ~ __~ ~ ~ ~, ...E.,+ ~ . * r .xi ~~. ;q~ }~1A +~ ~i I. ~ ~~~ ,d{ ry~ ~ ~ ~ ~.~ ~,, , ,p t #`MENT;~ ~ ; . . , :~~ ., z~; ., , `9 . ? ~ ~ .- F *t T - ~ ~M~ ~. ~. ~.., i_T .~~. ~. .1~. n ~ .. i x_r ,.Y ,.r.l(b~i~.~..r- ~.i . n... JN i~~. .1Li i. .. >. Yl £_- :, '~ ,. tr C7RI~IfV~~,,; {,° ;., ;; ~ ~~ ~c~iv~ ~ f ~ . ~ ~; f i _ ,, _. - , ~- ~. J 'y ~' ,:~~-,. PLANNING DEPARTMENT CITY OF CLEARWATER _.~ i~~i~~ • ~~~,~.. ~~~`'Landon, Moree ~ Associates, Inc. • 31622 US 19 North Palm Harbor, Florida 34684 Phone: (727) 789-5010 Fax: (727) 787-4394 Civil 8 Environmental Engineers -Planners -Surveyors June 20, 2006 Gity of Clearwater Development Services Department 100 S. Myrtle Avenue, Suite 210 Clearwater, FL 33756 ATTN: Julia Babcock, Planner I RE: .Rue Educational Publishers' Building Additions FLS2006-02011 Dear Ms. Babcock: ®R1GI1~ R~~Frvi`Q pLANNIN~, ~~~`Arl~fviENT CITY OF CLEARWATFR This letter is in response to comments from all departments for this project. Please find enclosed 10 sets of construction plans, one copy of the SWFWMD Permit, some photos of the existing shrubs within the front buffer and some photos of the building colors and materials for review and approval: Please note the following responses to each department's comments: ENGINEERING We are in the process of obtaining an updated Right-of-Way Use Permit from Pinellas County. A copy of the permit will be forwarded to you once we receive it. Pinellas County is requiring a letter of "No Objection" from the City of Clearwater for the driveway improvements. We have been Clearwater (Don Malone). It would be great) could send this letter to us as soon as possible. LANDSCAPING requesting this letter from the City of y appreciated if the City of Clearwater The 15' landscape buffer along McMullen Booth Road includes 100% coverage of both existing and proposed shrubs. Existing shrubs are called out on the landscape plan to remain. New shrubs will be planted to cover the remaining area. Please see sheet 6 of the revised construction plans and please see the attached photos showing the existing shrubs along McMullen Booth Road. 2. As requested, American Hollies have been replaced with Dahoon Hollies. Please see sheet 6 of the revised construction plans. PARKS & RECREATION Please see note #18 on sheet 4 of the revised construction plans. F:\DOC\165-13 Rue Publishing, McMullen\Correspondence\Clearwater Response Letter (Flexible Standard Development Review) - 2nd Review.doc ,,._a STORMWATER Please see the attached copy of the SWFWMD Permit. PLANNING The architectural plans previously submitted show the building dimensions and elevations. The building elevations are listed on sheet 2 of the architectural plans. The material and colors of the proposed building will match that of the existing building. Please see the attached photos of the existing building. If you have any questions or require further information, please feel free to contact us. Sincerely, LAN N, MOREE & ASSOCIATES, INC. J rey Lead etter, P.E. ject Manager cc: 165-13 ORIGINAL RECEIVED ~-~ 2 2 2006 PLANNING DEPARTMENT CITY OF CLEARWATER F:\DOC\165-13 Rue Publishing, McMullen\Correspondence\Cleanvater Response Letter (Flexible Standard Development Review) - 2nd Review.doc ~~~ ~a~-~ SwFI~JMD ~r ~~ `-~'' P" `` ` T Lr ~ 2379 Bro street BrooksvU(e; Florida 346046899 SO~ ll i V V~~S l; F~Ol ~ r y '~ n > ~ . ~1. CG (352)- 79.6-7211 or 1-800-4231476 (FL only] '''" ~te~'l ~lanf~ge~~t DZSG~ ,~ ° `~ „ ~ o . ) ~ SUNCOM, 628-4150 TDD only 1-800-231-6103 (FL only) :.: ~''~SMS`~ ,. `~-4.,~oi~a-s ` `3~" t,.~~ t4 ~`~~'"=° On-the internef at: 1NsterMatters,org An Equal 9~pnPPi~rtr Bartow Service Office Lecanto Service Office Sarasota Service Office Tampa Service Office 170 Century Boulevard Suite 226 -6750 Fruitville Ro d a .7601 Highway 301 North Bartow; Florida 33830-7700. 3600 West Soyeieign Path Sarasota, Florida 34240-9711 Tampa, Florida 33637-6759 (863)534.1448 or 'Lecanto, Florida 34461-8070 (941)377-3722 or ( - . 813) 985-7481 or - . 1-800-492-7862 (FL only) . (352) 527-8131 1-800-320.3503 (FL only) 1-800.836-0797 (FL only) SUNCOM 572-6200 SUNCOM 667-3271 SUNCOM 531900 . SUNCOM.578.2070 .. -Heidi B. McCrea , .. .. -:.Chair, Hiu§t;o~ougi, , November 7, 2005 Talmadge G. "Jerry" R(ce ~ ice Chair, Pasco: . Patsy C. Symons 'Secretary. Desoto. ,~diar c. vn,it®n~d D. Paul and Barbara J: Haagsma Treasurer, Hernando 1320 Gulf 130Ulevard Edward w clwece Manatee gelleair Shore `FL 33786-3352 - ~ ' Jennifer E. Closshey . _ Hiusbo~ough Subject: Final Agency Action Transmifta! Letter Ne0 comma _ ... . ERP General Construction Polk .. - -._ . Permit`No.: 44024596 002 . Yhomas G. Dabne Y sarasoia . . . Project Name: Rue Educational Publisher's Building Additions ' Watson ~ xaynes n County: Pinellas Pinenas SeC/Twp/Rge: 16/298/16E .. Janot D. Kovaeh. ? Halsborotigh Dear Mr. anal Ms:. Haagsma:. Todd Pressman Pinellas _ . . This letter constitutes notice of Final Agency Action for approval ofthe =permit referenced .above: Final:approval is contingent Lipon rio objection to_ the District's action being received by the District within the time frames described below: DaWd L. Moore FxecutiGe Director ce„e a Hit,, - You or any.person whose substantial interests are affected by the District's action Assistant Executive Director regarding a permit may request an administrative hearing in accordance with S ti ns Wlrlram s: Baenky . ec o 120.5Ei9 and 120,57; Florida Statute (F.S.); and Chapter 28-1.06, Florida Administrative General counsel Code (F.A.C.), of the Uniform Rules of Procedure.. A request for hearing must. (7) explain how the substantial interests of each person requesting fhe`hearing will be ` affected by the. District's action; or proposed .action, (2) state all material facts disputed ' by the. per son requesting the hearing or state #hat (here are no dispufed facts; and (3) otherwise. comply with Chapter.28=106, F.A. C.. Copies of Sectioris 28-106.201 and . 28-106.301; F:A.C. are erclosed 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 fo be the fifth day after the date on which this notice is deposited in the .United States mail.. Failure to file a request for hearing within this time period shall constitute a waiver of any fight you or such person may have to request a hearing undecSectons 120.569 and 120.57, F.S.. Mediation pursuant to Section 120.573, F.S.; to settle art administrative dispute regarding the District's :action in this matter is' not available priorto the filing of a request for hearing. Enclosed is a "Noticing Packet" that provides information regarding the District Rule 40D-1.1010; F.A.C., which addresses the notification of persons whose substantial interests maybe affected by the District's action in this matter. The packet contains guidelineson how to provide notice of the District's action, and a riotice that you may use: The enclosed approved construction plans are part Of the permit, and construction must be in accordance with these plans. ~Rf~lNAF ~~C~IVED . - : f:'I.~iNNIN~ D~FARTMIaN'1" CITY :~E w°I.~AR~h/ATEI? Permit No.. 44024596.002 Page 2 November 7, 2005 6JICIl~ll~9F&~, ~~~~~~~ - ~~ ~f~ ~ 2 ~QOF ~~i~NiN~ DEP~4RTIVdENT ~.ITY ~F ~LEI~RW~-T~R SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ENVIRONMENTAL RESOURCE GENERAL CONSTRUCTION PERMIT N0. 440.24596:002.:.: ` .POND NO. AREA ACRES @ TOP .OF BANK 'TREATMENT TYPE 1 :. 0.23 ~ Effluent Filtration ... 2 0.18- ~ -Effluent Filtration - OTAL: - 0..41 . - Encroachment, . (Acre=Feet of fill) `.: Compensation .. • .. . (Acre-Feet of excavation) : .:Compensation ;:Type .: ~ Encroachment . . --..Result (feet) . .0.00. 0.00: . ;N/A - N/A.:. ..._ IIL - Environmental Considerations , , ,. , ' .No wetlands or-other surface~waters. exist within the, project area. - . - _.. ~V1/atershed 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.$ection.40D.-1:6105, F;A:C. In such situations, .each land owner shall obtain a. permit (which may 6e a modification of this permit] for the land owned by that person This condition shall - not apply to the division and sale df 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 IJ.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.sutimitted. 3. The Permittee shall retain the design engineer, or other professional engineer registered iri Florida, to conduct on-site obseivations 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. ~pl(atl ~FC~11~D ~~~~4~ ~!; ~oQ~ ini.AtVI~tN~ DEPAi~Tf~fiEto9~'. . ~";ITY OF G~EARVJATF~? Permit No : 44024596.OG_ Page'3 November 7, 2005. - 4. Within 30 days-after' completion of construction of the permitted activity; the Permittee shall submit fo the Tampa Service Office a written statement.of completion. and certification by ategistered . professional engineer or other appropriate individual as authorized by,lavir, utilizing ahe required Statement of Completion and Request for Transfer to Operation Entity form identified in Chapter 40D-1:659, 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: Tlie District resenies the right; upon. prior notice to the Permittee, to conduct on-site research to assess the pollutant removal effciency of the surtace water management system. The Permittee . may be required to: cooperate in his regard. by allowing 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 fotlowing.schedule. For systems .ut-lizrng effluent fltration or exfiltration or systems utilizing effluent filtration or exfiltration and retention or wet detention, the inspections shale be performed 18 inonthsafter operation. is authorized;and every 18 months thereafter:.. ` 7: Foc dry bottom detention. systems,-the detention areas sFrall:become dry within 36 Hours after a - rainfall event. if a detention area is regularly.wet, this situation shall be deemed o be a violatior~ of this permit. " 8. If Irmestone bedrock is encountered during construction of the surface water management .system, the:Districtmust be notified and construction in the affected.area shall cease. 9: The. Permittee shall notify the District of any sinkhole development in the surface water management. system within 48 hours of discovery and musYsubmit a detailed sinkhole evaluation and repair plan for approval by the District within 30 days of discovery. ; ' 10. The District, upon prior,notrce to the Permittee, may conduct on-site inspections to assess the effectiveness .of the erosion. control barriers anal other measures ::employed to.p,revent 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. 11. ~ This permit is issued based upon the design prepared by the. Permittee's consultant. If at any time it is determined by the District that the Conditions for Issuance of. Permits in Rules 40D-4.301 and 40D-4:302; F.A:C., have not been met, upon written notice by the District; the.Permittee.shall obtain a permit modifrcafiori grid pertorm any construction necessary thereunder to correct any deficiencies in~the system design or construction to meet District rule criteria. The Permittee is advised that the correction of deficiencies may require re-construction of the surface.water .management system, and/or mitigafiori areas. GENERAL CONDITIONS 1. The genera! conditions attached hereto as Exhibit "A" are hereby incorporated into this :permit by reference-.and the Permittee shall comply with them. ~i~~~~%~ ~ ~I~IGif~ Authorized Signature ~i~ltliVli~~ D~~ARTI~fiEf~~' w"I~' ~l* GI.EAI?ydATEI~ - - ~ - -. ~ ~ 2379 Bra 'Street, Brooksville, Florida 34604^6899 merest F on a Sout , a . YYi/LLG/ 11'l(/G~i~gG~l~ D~strtct (352) 790-(211 or 1-800-423-1476 (FL only) W - ~ SUNCOM 628-4150 TDD only 1-800-231-6103 (FL only) ~^--- ~- On the lntemet a't: Wate~Matters.org !u, ual Bartow Service Office iecartto Servloe Office Sarasota Service Office. Tampa Service Office 'h' °~` 170 Century Boulevard Sufte 226 6750 Fruitvllle Road 7601 Highway 301 North Bartow, Florida 33830.7700 3600 West.Soverelgn Path Sarasota, Florida 34240-9711. Tamper Ftorlda 33637-6759 (863) 5341448 or Lecanto, Florida 34461-8070 (941) 377-3722 or (813) 985.7481 or 1500.492-7862 (FL onty) (352) 527-8131 1800-3243503 (FL only) 1.800-836.079.7 (R only) SUNCOM 572.6200 SUNCOM 667.3271 SUNCOM 531.6900 SUNCOM 578.2070 NOTICING PACKET PUBLICATION INFORMATION Henn B. McCrea Chair, Hillsborough PLEASE SEE THE REVERSE SIDE OF THIS NOTICE FOR A LIST OF Talmadge o. "Jerry^ Rice FREQUENTLY ASKED QUESTIONS (FAQ) Vice Chair, PasCO s~'~ y~ ' "~ The District's action regarding the issuance or denial of a permit, a petition or qualification for D e an exemption only becomes closed to future legal challenges from members of the public Jadithc. Whitehead Treasurer, Hernando ("third parties"), if 1.) "third .parties" have been properly notified of the D.istrict's action Edward W. Chance regarding the permit or exemption, and 2.) no "third party" objects to the District's action Manatee within a specific period of. time following.the notification. JermHer E. Closshey Hinsb°r°~gn Notification of "third. parties° is provided through publication of certain information. in a Ned Comt+ee Polk newspaper of general circulation in the county or counties where the proposed activities are Tiwlaas a. Dalbner to occur. Publication of notice: informs "third parties" of their.right to challenge the District's Sarasota action. If proper notice is provided by publication; "thirdparties° have a 21-day time limit~in W~BO" L'~"~ ° which to file a petition opposingthe District's action. A shorter 14-day time limit applies to Pinellas District action regarding Environmental Resource Permits linked with an authorization to use Janet v. llwvach Hillsborough Soverei n Submer ed Lands. However, if no notice to "third arties" is tablished, there is no g 9 p .. P toga Pres>mn,ar, time. limit to a party's right to challenge the District's action. The District has not published a Pinellas nOtlCe.tO "third..parties" that it has taken or intends to-take final action .on your application. If you want to ensure that the period of time in which a petition opposing the District's action regarding your application is limited to the time frames stated above, you may publish,.at your David L Moore own expense, a notice in a newspaper of general circulation. A copy of.the Notice of Agency Executive Director Action the District uses for publication and guidelines for publishing are included in this c+ene a Heath packet. Assistant ExecutNe Director William 8. Bllenlq General counsN Guidelines for Publishing a Notice of Agency Action 1. Prepare a notice for publication in the newspaper. The District's~Notice of Agency Action, included with this packet, contains all of the information that is required for. proper noticing. However, you are responsible for ensuring that the form and the content of your. notice comply with the applicable statutory provisions.. 2. Your notice must be .published in accordance wifh Chapter 50, Florida Statutes. A copy of the statute is enclosed. 3. Select.a newspaper that is appropriate considering the location of the activities proposed in your application, and contact the newspaper for further information regarding their procedures for publishing. 4. You.only need to publish. the notice for one day. 5. Obtain an "affidavit of publication" from the newspaper after your notice is published. 6. Immediately upon receipt send the ORIGINAL affidavit to fhe District at the address ~RiGINAh below, for the file of record. Retain a copy of the affidavit for your records. ~~CEI~Ef3 Southwest Florida Water Management District ~~~~ ~ ~ ~0~~ Records and Data Supervisor 2379 Broad Street L~l-ANl~iif~G D~~AiZTI\+i~t !~ Brooksville, Florida 34604-6899 OI'i~( O~ Ct.F..APVdAT Note: If you are advertising a notice of the District's proposed action, and the District's final action is different, publication of an additional notice may be necessary to prevent future legal challenges. If you need additional assistance, you may contact Myra Nolen at ext. 4338, at the Brooksville number listed above. (Your question may be on the FAQ list). 42.00-039 (Rev 06/05) FAQ ABOUT NOTICING 1. Q. Do I have to do this noticing, and what is this notice for? A. You do not have to do this noticing. You need to publish a notice if you want to ensure that a "third party" cannot challenge the District's action on your permit, exemption, or petition at some future date. If you choose not to publish, there is no time limit to a third party's right to challenge the District's action. 2. Q. What do I need to send to the newspaper? A. The enclosed- one -page notice form- entitled- "Notice of Final Agency Action (or Proposed Agency Action) By The Southwest Florida Water Management District." You must fill m the blanks before sending it. 3. Q. Do I have to use the notice form, or can I make up my own form? A. You do not have to use our form. However, your notice must contain all information- that is in the form. 4. Q. Do I send the newspaper the whole form (one page) or just the top portion that has blanks? A. Send the full page form which includes the NOTICE OF RIGHTS section on the bottom half. 5. Q. Do I type or print the information in the blanks? Or will the newspaper fill in the blanks? A. You are required to fill in the blanks on the form before sending it to the newspaper. Contact your selected newspaper for instructions on printing or typing the information in the blanks. 6. Q. The section 50.051, F.S. {enclosed) proof of publication form of uniform affidavit has blanks in the text. Do 1 fill in these blanks and send that to the newspaper? A. No. That section shows the affidavit the newspaper will send. you. They will-fill in the blanks. 7. Q. If someone objects, is my permit or exemption no good? A. if you publish a notice and a "third party" files a request for administrative hearing within the allotted time, the matter is referred to an administrative hearing. While the case is pending: generally, you may not proceed with activities under the challenged agency action. When the hearing is complete, the administrative law judge's (ALJ) recommendation is returned to the District Governing Board, and the Governing Board will take final action on the ALJ's recommendation. There is no time limit fora "third party" to object and file a request for administrative hearing if-you do not publish a notice. 8. Q. I don't understand what I should put in the blanks on the Notice form? A. 1. County, Section/Township/Range, application No., permit No., proposed permit No., petition No., Exemption No., or permit inquiry No. is on your Permit, Petition, Exemption, or Denial document. 2. Permit Type or Application Type is Environmental Resource Permit, Water Use Permit, Work of the District, etc. 3. # of Acres is the project acres. This is listed on the Environmental Resource Permit documents. For Water Use Permits, Exemptions, etc., you may put "Not Applicable" if unknown. 4. Rule or Statute reference (Exemptions only): The rule and/or statute reference is at the top of page one in the reference line of the Exemption. For all others, put "Not Applicable" in this blank. 5. Type of Project describes your project activity. Environmental Resource Permit =Agriculture, Commercial, Government, Industrial, Mining; Road Projects, Residential, Semi-Public or Water .Quality Treatment. Water Use Permit =Agricultural (if irrigating: state that it is irrigation and specify what is being irrigated), Industrial Commercial, Recreation Aesthetic, Mining Dewatering, or Public Supply. Work of the District =pipeline, etc. 6. Project Name is the name of your project, if applicable. If there is no project name, put "Not Applicable" in this blank. ORIGIN~I. 12ECEIVEC~ .j~9~ ~ %? Z~~6 ~~I.ANNINC DEEAR~MEN~~ CIl~ OE CLEARWATER 42.00-039 (Rev 06/05) ~ki~lli9 NOTICE OF FINAL AGENCY AC ~ iON BY ~ECFNED~ THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT :;,_ `' ~~ ~~~& ~~=; ~'' ~~f~Tt1~Ef~i`I' Notice is given that the District's Final Agency Action is approval of the ~: ; ~,sf~~~~ on acres to serve known as The project is located in County;: Sections Township South, Range East. The permit applicant is whose address is The permit No. is The file(s) pertaining to the project referred to above is available .for inspection Monday through Friday except for legal holidays, 8:00 a.m: to 5:00 p.m., at the Southwest Florida Water Manage- ment District (District) NOTICE OF RIGHTS Any person whose substantial interests are affected by the District's action regarding this perm. it may request an administrative hearing in accordance with Sections 120.569 and 120.57, Florida .Statutes (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 final action; (2) state all material facts disputed by each person requesting the. hearing or state that there are no disputed facts; and (3) otherwise comply with Chapter 28-106, FA.C. A request for hear-ing must be filed with and received by the Agency Clerk of the District at the District's. Brooksville address, 2379 Broad Street, Brooksville, FL 34604-6899 within 21 days of publication of this notice (or withinl4 days for an Environmental Resource Permit with Proprietary Authorization for the use of Sovereign Sub- merged Lands). Failure to file a request for. hearing within this time period shall constitute a waiver of any right such person may have to request a hearing under Sections 120.569 and 120.57, F.S. Because the administrative hearing process is designed to formulate final agency action, the filing of a petition means that the District's final action may be different from the .position taken by it in this notice of final agency action: Persons whose substantial interests will be affected by any such final decision of the District on the application have the right to petition to become a -party to the proceeding, in accordance with the requirements set forth above. Mediation pursuant to Section 120.573, F S., to settle an administrative dispute regarding the District's final action in this matter is not available prior to the filing of a request for hearing. 42.00-039 (Rev. 09/04) ~~f~If~AP® CHAPTER 50, FLORIDA STATUTES ~FCEIV~I~ LEGAL AND OFFICIAL ADVERTISEMENTS ~ ~ 2 ~Q~~ 'i 50.011 Where and in what language legal notices to be published. ~ d 50.021 Publication when no newspaper in county. 50.031 Newspapers in which legal notices and process may be published. ~LANNl6~G D~PARTIV~~~T 50.041 Proof of publication; uniform affidavits required. ~ !~, ~~ ~L~~RN{ATER 50.051 Proof of publication; farm of uniform affidavit. 50.061 Amounts chargeable. 50.071 Publication costs; court docket fund. 50.011 Where and in what language legal notices to be published. Whenever by statute an official or legal advertisement or a publication, or notice in a newspaper has been or is directed or permitted in the nature of or in lieu of process, or for constructive service, or in initiating, assuming, reviewing, exercising or enforcing jurisdiction or power, or for any purpose, including all legal notices and advertisements of sheriffs and tax collectors, the contemporaneous and continuous intent and meaning of such legislation all and singular, existing or repealed, is and has been and is hereby deGared to be and to have been, and the rule of interpretation is and has been, a publication in a newspaper printed and published periodically once a week or oftener, containing at least 25 percent of its words in the English language, entered or qualified to be admitted and entered as'second-class matter at a post office in the county where published, for sale to the public generally, available to the public generally for the publication of official or other notices and customarily containing information of a public character or of interest or of value to the residents or owners of property in the county where published, or of interest or of value to the general public. History: s. 2, ch. 3022, 1877; RS 1296; GS 1727; s. 1, ch. 5610, 1907; RGS 2942; s. 1, ch. 12104, 1927; CGL 4666, 4901; s. 1, ch. 63-387; s. 6, ch. 67-254. 'Note.-Redesignated as "Periodicals" by the United States Postal Service, see 61 F.R. 10123-10124, March 12, 1996. Note.-Former s. 49.01. . 50.021 Publication when no newspaper In county.- When any law, or order or decree of court, shall direct advertisements to be made in any county and there be no newspaper publishes! in the said county, the advertisement maybe made by posting three copies thereof in three different places in said county, one of which shall be at the front door of the courthouse, and by publication in the nearest county in which a newspaper is published. History: RS 1297; GS 1728; RGS 2943; CGL 4667; s. 6, ch. 67-254. Note :Former s. 49.02. 50.031 Newspapers in which legal notices and process may be published: No notice or publication required to be published in a newspaper in the nature of or in lieu of process of any kind, nature, character or description provided for under any law of the state, whether heretofore or hereafter enacted, and whether pertaining to constructive senrvce, or the initiating, assuming, reviewing, exercising or enforcing jurisdiction or power, by any.court in this state, or any notice of sale of property, real or personal, for taxes, state, county or municipal, or sheriffs, guardian's or administrator's or any sale made pursuant to-any judicial order, decree or statute or any other publication or notice pertaining to any affairs of the state,.or any county, municipality or other political subdivision thereof, shall bedeemed to have been published in accordance with the statutes providing for such publication, unless the same shall have been published for the prescribed period oftime required for such publication, iri a newspaperwhich at the time of such publication shall have been in existence for 1 year and shall have been entered as'second-class mail matter at a post office in the county where published, or in a newspaper which is a direct successor of a newspaper which together have been so published; provided, however, that nothing herein contained shall apply wherein any county there shall be no newspaper in existence which shall have been published.for the length of time above prescribed. No legal publication of any kind, nature or description, as herein defined,-shall be valid or binding or held to be in compliance with the statutes providing for such publication unless the same shall have been published in accordance with the provisions of this section. Proof of such publication.shall be made by uniform. affidavit. History: ss. 1-3, ch. 14830, 1931; CGL 1936 Supp. 4274(1); s. 7, ch. 22858, 1945; s. 6, ch. 67-254; s. 1, ch. 74-221. 'Note.-Redesignated as "Periodicals" by the United States Postal Service; see 61 F.R. 10123-10124, March 12, 1996. Note.yFormer s. 49.03. 50.041 Proof of publication;. uniform affidavits required.- (1) All affidavits of publishers of newspapers (ortheir official representatives) made for the purpose of establishing proof of publication of public notices or legal advertisements shall be.uniform throughout the state. (2) Each such affidavit shall be printed upon white bond paper containing at least 25 percent rag material and shall be 8~/s inches in width and of convenient length, not less than 5~/~ inches. A white margin of not less than 2~/z inches shall be left at the right side of each affidavit form and upon or in this space shall be substantially pasted a clipping which shall be a true copy of the public notice or legal advertisement for which proof. is executed. (3) In all counties having a population in excess of 450,000 according to the latest official decennial census, in addition to the charges which are now or may hereafter be established bylaw for the publication of every official notice or legal advertisement,-there may be a charge not to exceed $2 for the preparation and execution of each such proof of publication or publishers affidavit. History.ys. 1, ch. 19290, 1939; CGL 194.0 Supp. 4668(1); s. 1, ch. 63-49; s. 26, ch. 67-2b4; s. 1, ch. 76-58. Note.~Former s. 49.04. 50.051 Proof of publication; form of uniform affidavit. The printed form upon which all such affidavits establishing proof of publication are to be executed-shalt be substantially as follows: 42.00-039 (Rev 06/05) ~~i~I~,L .~t~~i ~ ~ ?OQ~ NAME OF NEWSPAPER '~L,~i~i~ll~{~ I~Ef'~4RTMEI~~ Published (Weekly or Daily) (Town or City) (County) FLORIDA CITY ~F ~LFA[2WAT61? STATE OF FLORIDA COUNTY OF Before the undersigned authority personally appeared ,who on oath says that he or she is -- - _ of the a newspaper published at in County, Florida; that the attached copy of advertisement, being a in the matter of in the Court, was published in said newspaper in the issues of Affiant further says that the said is a newspaper published at in said County, Florida, and that the said newspaper has heretofore been continuously published in said County, Florida, each and has been entered as second-class mail matter at the post office in . in said County, Florida, for a period of 1 year next preceding the first publication of the attached copy of advertisement; and affiant further says that he or she has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. Sworn to and subscribed before me this day of , 19_, by .who is personally known to me or who has produced (type of identification) as identification. (Signature of Notary Public) (Print, Type, or Stamp Commissioned Name of Notary Public) (Notary Public) History: s. 2, ch. 19290, 1939; CGL 1940 Supp. 4668(2); s. 6, ch. 67=254; s. 1, ch. 93-62; s. 291', ch. 95-147. ~Note.yRedesignated as "Periodicals" by the United States Postal Service, see 61 F.R. '10123-10124, March 12, 1996. Note: Former s. 49.05. 50.061 Amounts chargeable. (1) The publisher of any newspaper publishing any and all official public notices or legal advertisements shall charge therefore the rates specified in this section without rebate, commission or refund. (2) The charge for publishing each such official public notice or legal advertisement shall be 70 cents per square inch for the first insertion and 40 cents per square inch for each subsequent insertion, except that: (a) In all counties having a.population of more than 304,000 according to the latest official decennial census, the charge for publishing each such official public notice or legal advertisement shall be 80 cents per square inch for the first insertion and 60 cents per square inch for each subsequent insertion. (b) In all counties having a population of more than 450,000 according to the latest official decennial census, the charge for publishing each such official public notice or legal advertisement shall be 95 cents per square inch for the first insertion and 75 cents per square inch for each subsequent insertion. (3) Where the regular established minimum commercial rate per square inch of the newspaper publishing such official public notices or legal advertisements is in excess of the rate herein stipulated, said minimum commeraal rate per square inch may be charged for all such legal advertisements or official public notices for each insertion, except that a governmental agency publishing an official public notice or legal advertisement may procure publication by soliciting and accepting written bids from newspapers published in the county, in which case the specified charges in this section do not apply. (4) All official public notices and legal advertisements shall be charged and paid for on the basis of 6-point type on 6-point body, unless othennrise specified by statute. (5) Any person violating a provision of this section, either by allowing or accepting any rebate, commission, or refund, commits a misdemeanor of the second degree, punishable as provided in s. 775.082 ors. 775.083. (6) Failure to charge the rates prescribed by this section shall in no way affect the validity of any official public notice or legal advertisement and shall not subject same to legal attack upon such grounds. History: s. 3, ch. 3022, 1877; RS 1298; GS 1729; RGS 2944; s. 1, ch. 12215, 1927; CGL 4668; ss. 1, 2, 2A, 26, ch. 20264, 1941; s. 1, ch. 23663, 1947; s. 1, ch. 57-160; s. 1, ch. 63-50; s. 1, ch. 65-569; s. 6, ch. 67-254; s. 15, ch. 71-136; s. 35, ch. 73-332; s. 1, ch. 90-279. Note.yFormer s. 49.06. 50.071 Publlcatlon ousts; court docket fund. (1) There is established in Broward, Dade, and Duval Counties a court docket fund forthe purpose of paying the cost of the publigtion of the fact of the filing of any civil case in the circuit court in those counties by their counties by their style and of-the calendar relating to such cases. A newspaper qualified under the terms of s. 5.0.011 shall be designated as the record newspaper for such publication by an order of a majority of the judges in the judicial circuit in which the subject county is located and such order shall be filed and recorded with the clerk of the circuit court for the subject county. The court docket fund shall be funded.by a service charge of $1 added to the filing fee for all civil actions, suits, or proceedings filed in the circuit court of the subject county. The clerk of the circuit court shall maintain such funds separate and apart, and the aforesaid fee shall not be diverted to any other fund or for any purpose otherthan that established herein. The clerk of the circuit court shall dispense the fund to the designated record. newspaper in the county on a quarterly basis. The designated record newspaper may be changed at the end of any fiscal year of the county by a majority vote of the judges of the judicial circuit of the county so ordering 30 days prior to the end of the fiscal year, notice of which order shall be given to the previously designated record newspaper. (2) The board of county commissioners or comparable or substituted authority of any county in which a court docket fund is not specifically established in subsection (1) may, by local ordinance, create such a court docket fund on the same terms and conditions as established in subsection (1). (3) The publishers of any designated record newspapers receiving the court docket fund established in subsection (1) shall, without charge, accept legal advertisement for the purpose of service of process by publication under s. 49.011(4), (10), and (11) when such publication is required of persons authorized to proceed as insolvent and poverty-stricken persons under s. 57.081. History: s. 1, ch. 75-206. 42.00-039 (Rev 06/05) PART II HEARINGS INVOLVING DISPUTED ISSUES OF MATERIAL FACT 28-106.201 Initiation of Proceedings. (1) Unless otherwise provided by statute, initiation of proceedings shall be.made by written petition to the agency responsible for rendering final agency action. The terns "petition" includes any document that requests an evidentiary proceeding and asserts the existence of a disputed issue of material fact. Each petition shall be legible and on 8 %z by i 1 inch white paper. Unless printed, the impression shall be on one side of the paper only and lines shall be double-spaced. (2) All petitions fled under these rwies shall contain: (a) The name anti address of each agency affected and each agency's file or identification number, if known; (b) The name, address, and telephone number of the petitioner, the-name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the worse of the proceeding; and an explanation of how the petitioner's substantial interests will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A wncise statement of the ultimate facts alleged, including the specific facts the petitioner contends warrant reversal or modification of the agency's proposed action; (f) A statement of the specific rules or statutes the petitioner contends require reversal or modification of the .agency's proposed action; and (g) A statement of the relief sought by the petitioner, stating precisely the action petitioner wishes the agency to take with respect to the agency's proposed action. (3) Upon receipt of a petition involving disputed issues of material fact, the agency shall grant or deny the petition, and if granted shall, unless otherwise provided by saw, refer the matter to the Division of Administrative Hearings with a request that an administrative law judge be assigned to conduct the hearing. The request shall be acwmpanied by a copy of the petition and a wpy of the notice of agency action. (4) A petition shall be dismissed if it is not in substantial compliance with subsection (2) of this rule or it has been untimely filed. Dismissal of a petition shall, at least once, be without prejudice to petitioner's f ling a timely amended petition curing the defect, unless it conclusively appears from the face of the petition that the defect cannot be cured. (5) The agency shall promptly give written notice to all parties of the action fatten on the petition, shall state with particularity-its reasons if the .petition is not granted, and shall state the deadline for filing an amended petition if applicable. Specific Authority 120.54(3), (S) F.S. Law Implemented 120.54(5), 120.569, 120.57 F.S. History-New 4=1-97, Amended 9-17-98. PART III PROCEEDINGS AND HEARINGS NOT INVOLVING DISPUTED ISSUES OF MATERIAL FACT 28-106.301 Initiation of Proceedings (1) Initiation of a proceeding shall be made by, written petition to the agency responsible for rendering fmal agency action. The term "petition" includes any document which requests a proceeding. Each petition shall be legible and on 8 %z by 11 inch white paper or on a form provided by the agency. Unless printed, the impression shall be on one side of the paper only and lines shall bedouble-spaced. (2) All petitions filed under these rules shall contain: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address, and telephone number of the petitioner, the name, address, and telephone number of the petitioner's. representative, if any, which shall be -the address for service purposes during the course of the proceeding; and an explanation ofhow the petitioner's substantial interests will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A wncise statement of the ultimate facts alleged, including the specific facts the petitioner wntends warrant reversal or modification of the agency's proposed action; (e) A statement of the specific rules or statutes the petitioner wntends reaquire reversal or modification of the agency's proposed action; and (f) A statement of the relief sought by the. petitioner, stating precisely the action petitioner wishes the agency to take with respect to the agency's.proposed action. (3) If the petition does not set forth disputed issues of material fact, the agency shallreferthe matter to the presiding officer designated by tbe agency with a request that the matter be scheduled for a proceeding not involving disputed issues of material fact. The request shall be accompanied by a copy of the petition and a wpy of the notice of agency action. (4) A petition shall be dismissed if it is not in substantial compliance with subsection (2) of this Rule or it has been untimely filed. Dismissal of a petition shall, at least once, be without prejudice to petitioner's filing a timely amended petition curing the defect; unless it conclusively appears from the face of the petition that the defect cannot be cured. (5) The agency shall promptly give written notice to all parties of the action taken on the petition, shall state with particularity its reason4 if the petition is not granted, and shall state the deadline for filing an amended petition if applicable. Specific Authority 120.54(5) F.S. Law .Implemented 120.54(5), 120.569, 120.57 F.S. Flistory-New 4-1.-97, Amended 9-17-98. ~Ri(~fIV/~l, 4E~lNEE~ ~~~~ ~ ~ ~~Q~) ~l.,~I~IvfiEN~ i~~FA1~TM~NI' 42.U0-028 (10/99) UITY ®F ~L~~Wi1T~R EXHIBIT "A" 2 3 All activities shall be implemented asset forth in the plans, specifications and performance criteria as approved by this permit. Any deviation from the permitted activity and the conditions for undertaking that activityshall constitute a violation of this permit. This permit or a .copy thereof, complete with all conditions,•attachments, exhibits, and modifications, shall be kept at the work site of the permitted ac#ivity. The complete permit shall be available for review at the-work site upon request by District staff. The permittee shall require the contractor to review the complete permit prior to commencement of the activity au#horized by this permit. For general permits authorizing incidental site activities, the following limiting general conditions. shall also apply: a. If the decision to issue the associated individual permit is not final within 90 days of issuance of the incidental site ac#ivities permit, the site must be restored by the permittee within 90 days after notification by the District. Restoration must be completed by re-contouring the disturbed site to previous grades and slopes re-establishing and maintaining suitable vegetation and erosion control to .provide stabilized hydraulic conditions. The period for completing restoration may be extended if requested by the permittee and determirned by the District to be warranted due to adverse weather conditions or othergood cause. In addition, the permittee shall institute stabilization measures for erosion and sediment control as soon as practicable, but in no case mare than 7 days after notification by the District. b. The incidental site activities are commenced at the permittee's own risk. The Governing Board will not - consider the monetary costs associa#ed with the incidental site activities or any potential restoration costs in making its decision to approve or deny the individual environmental resource permit application. Issuance of this.permit shalt not in any way be construed as commitment to issue the associated individual environmental resource permit.: 4. Activities approved by #his permit shall be conducted in a manner which does not cause violations of state water quality standards. The permittee shall implement best managernentpractices for erosion and a pollution control to prevent violation of state water quality standards. Temporary erosion control shall be implemented prior to and during construction, and permanent control measures shall be completed within 7 days of any.construction activity. Turbidity barriers shall be installed: arad maintained at alblocations.where the possibility,of transferring suspended solids into the receiving waterbody exists due to the permitted work. Turbidity barriers shalCremain in place at all iodations until construction:isrompleted and soils are stabilized and vegetation has been:established. Thereafter the permittee shall be responsible for the removal of the' barriers.. The permittee shall correct any erosion or shoaling that causes adverse impacts to the water resources: 5. .Water quality data forthe water discharged from the permittee's property ,or into the surface waters of the state shall be submitted to the District as required by the permit: Analyses shall be performed according to procedures outNned in the current edition of Standard Methods for the Examination of Waterand Wastewater by the American Public Health :Association or Methods for Chemical Analyses of Water and Wastes by the U:S. Environmental .Protection Agency: !f waterquality data are required, the permittee shall provide data as required on volumes of water discharged, including total volume discharged during the days of sampling and total monthly volume dis- charged from the property or into surface waters of the state. CR1Gff~1,4~ __ 4ECE11/Ep. =(.~f~! ~ 2 2006 ERP General Conditions ~L4NNi~lC DEPARTMEIy~' Indi.vidaal {:Construction, Conceptual, .Mitigation- Banks), General, CITY QF CtEARWATEP, Incidental Site Activities,. Minor.Systems Page 1 of 3 41.00-023{03/04) 6. District staff must be notified in advance of any proposed construction dewatering. If the dewatering activity is likely to result in offsite discharge or sediment transport into wetlands or surface waters, a written dewatering plan must either have been submitted and approved with the permit application or submitted to the District as a permit prior to .the dewatering event as a permit modification. A water use. permit may be required prior to any use exceeding the thresholds in Chapter 40D-2, F.A.C. Stabilization measures shall be initiated for erosion and sediment control on disturbed areas as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased, but in no case more than 7 days- after the construction activity in that portion of the. site has temporarily or permanently ceased: 8. Off--site discharges during construction and development shall be made only through the facilities authorized by this permit.. Water discharged from the .project shalt be through structures having a mechanism suitable for regulating upstream stages. Stages may be subject to operating schedules satisfactory to the District. 9. The perrnittee shall complete construction of all aspects of the surface water management system, including wetland compensation (grading, mulching, plan#ing), water quality treatment features, and discharge control facilities- prior to beneficial occupancy or use of the development being served by this system. 10. The foNowing shall be properly abandoned and/oc removed in accordance with the applicable regulations: a. Any existing weNs in the path of construction shall be properly plugged and abandoned by a licensed well contractor. b. Any existing septic tanks on site shalt be abandoned at the beginning of construction. c. Any existing fuel storage tanks and fuel pumps shall be removed at the beginning of construction. 11. All surface water management. systems shall be operated to conserve water in order to maintain environmental quality and resource protection; to increase the efficiency of transport, application and use; to decrease waste; to minimize unnatural runoff from the property and to minimize dewatering of offsite property. 12. At least 48 hours -prior to commencement of activity authorized by this permit, the permittee shalt submit to the District a written notification of commencemen# indicating the actual start date and the expected completion date. 13: Each phase or independent portion of the permitted sys#em must be completed in accordance with the permitted plans and permit conditions prior to the occupation of the site or operation of site infrastructure located within the area served by that portion or phase ofi the system. Each phase or independent portion of the system must be completed in accordance with the permitted plans and permit conditions prior to transfer of responsibility for operation and maintenance of that phase or portion of the system to a local govem.meni or other responsible entity. 14. Within 30 days after completion of construction of the permitted .activity, the permittee shall submit a written. statement of completion and certification by a regis#ered professional engineer or other appropriate individual as authorized by law, utilizing the required Statemen# of Completion and Request for Transfer to Operation Entity form identified in Chapter40D-1, F.A.C. Additionally, if deviation from the approved drawings are discovered during the certification process the certification must be accompanied by a copy of the approved permit drawings with deviations noted. O~IGIi~ RE~EI-!EC} •-~' 4J i~~ ~ ~ 200& ERP General Conditions ~i.~t~r~lnl~ ®f=PARTIVIEN~ Individual (Construction, Conceptual, Mitigation Banks), General, ~'d;V C?F Cf~ATE12 Incidental Site Activities, Minor Systems Page 2 0# 3 41.00-023{03/04) 15. This permit is valid only for the specific processes, operations and designs indicated on the approved drawings or exhibits submitted in support of the permit application. Any substantial deviation from the approved drawings, exhibits, specifications or permit conditions; including construction within the total land area but outside the approved project area(s), may constitute grounds for revocation or enforcement action by the District, unless a modification has been applied for and approved. Examples of substantial deviations include excavation of ponds, ditches or sump areas deeper than shown on the approved plans. 16. The operation phase of this permit shall not become effective until the permittee has complied with the requirements of the conditions herein, the District determines the system to be in compliance with the permitted plans, and the entity approved by the District accepts responsibility for operation and maintenance of the system. The permit may not be transferred to the operation and maintenance entity approved by the District until the operation phase of the permit becomes effective. Following inspection and approval of the permitted system by the District, the permittee shall request transfer of the permit to the responsible operation and maintenance entity approved by the District, if different from the permittee. Until a transfer is approved by the District, the permittee shall be liable for compliance with the terms of the permit. 17. Should any other regulatory agency require changes to the permitted system, the District shall be notified of the changes prior to implementation so that a determination, can be made whether a permit modification is required. 18. This permit does not eliminate the necessity to obtain any required federal, state, local and. special District authorizations including a de#ermination of the proposed activities' compliance with the applicable comprehensive plan prior to the start of any activity approved by this permit. 19. .This permit does not convey to the permittee or create in the permittee any property right, or any interest in real property, nor does it authorize any entrance upon or activities on property which is not owned or controlled by the permittee, or convey arty rights or privileges other than those specified in the permit and Chapter 40D-4 or Chapter 40D-40, F.A.C. 20. The permittee shall hold and save the District harmless from any and all damages, claims, or liabilities which may arise by reason of the activities authorized by the permit or any use of the permitted system. 21. Any delineation of the extent of a wetland or other surface water submitted as part of the permit application, including plans or other supporting documentation, shall not be considered binding unless a specific condition of this permit or a formal determination under section 373.421(2), F.S., provides otherwise. 22. The permittee shall notify the District in writing within 30 days of any sale; conveyance; or other transfer of ownership or control of the permitted system or the real property at which the permitted system is located. All transfers of ownership or transfers of a permit are subject to the requirements of. Rule. 40D-4.351, F.A.C. The permittee transferring the permit shalt remain liable for any corrective actions that may be required as a resuk of any permit violations prior to sweh sale, conveyance or other transfer. 23. Upon reasonable notice to the permittee, District authorized staff with proper identificatipn shall have permission to enter, inspect, sample and test the system to insure conformity with District rules, regulations and conditions of the permits. 24. If historical or archaeological artifacts are discovered at any time on the projec# site, the permittee shall immediately notify the District and the Florida Department of State, Division of Historical Resources. 25. The permittee shall immediately notify the District in writing of any previously submitted information tha# is later discovered to be inaccura#e. ERP General Conditions Individual (Construction, Conceptual, Mitigation Banks), General, Incidental Site Activities, Minor Systems ~RIGIi~~ Page 3 of 3 R~~EiVFD 41.00-023{03!04) I~CA~NII~~ D~PARTIVIEIV~ CITY CF CIs~ARWAT~R ~~~~ • • 31622 US 19 North ~~®^ Palm Harbor, Florida 34684 .~~. Phone: (727) 789-5010 ~~~~ Landon, Moree 8~ Associates Inc. Fax: (727) 787.439a _ ~ WWW.LMAENGR.COM Civil 8 Environmental Engineers -Planners -Surveyors LEADBETTERQLMAENGR.COM April 26, 2006 City of Clearwater Development Services Department 100 S. Myrtle Avenue, Suite 210 Clearwater, FL 33756 ATTN: Julia Babcock, Planner ORIGINAL RECEIVED APR 2 ~, 2006 PLANNING DEPARTMEN f CITY OF CLEARVIOATER RE: Rue Educational Publishers' Building Additions FLS2006-02011 Dear Ms. Babcock: This letter is in response to comments from all departments for this project. Please find enclosed 10 sets of construction plans, 10 copies of the architectural plans with the building dimensions/elevations, one copy of the Pinellas County Right-of-Way Use Permit and one copy of the SWFWMD Permit for review and approval: Please note the following responses to each department's comments: GENERAL ENGINEERING Please see the attached copy of the Pinellas County Right-of-Way Use Permit. Additionally, the Right-of-Way Use Permit was forwarded to Julia Babcock via a-mail. 2. As requested, the sidewalk ramp note has been revised. Please see sheet 4 of the revised construction plans. Prior to CO 1. Please see note #17 on sheet 5 of the revised construction plans. General Note Please see notes #1 and #18 on sheet 5 of the revised construction plans. General Note 1. Please see note #17 on sheet 4 of the revised construction plans. ENVIRONMENTAL Acknowledged FIRE As requested, the FDC has been moved as agreed to. Please see sheet 5 of the revised construction plans. F:\DOC\165-13 Rue Publishing, McMullen\Correspondence\Clearwater Response Letter (Flexible Standard Development Review) - 1st Review.dac 2. As requested, the existing fire hydrant has been relocated as agreed to. Please see sheet 5 of the revised construction plans. 3. As requested, entrances off of McMullen Booth Road and Kentucky Avenue have been revised. Please see revised construction plans. HARBOR MASTER Acknowledged LEGAL Acknowledged LAND RESOURCES 1. Acknowledged 2. Acknowledged LANDSCAPING 1. The 15' landscape buffer along McMullen Booth Road includes 100% coverage of both existing and proposed shrubs. Existing shrubs are called out on the landscape plan to remain. New shrubs will be planted to cover the remaining area. Please see sheet 6 of the revised construction plans. 2. As requested, shade trees will be planted 5 feet from any impervious area. Please see note #4 on sheet 6 of the revised construction plans. 3. As requested, East Palatka Hollies have been replaced with Dahoon Hollies. Please see sheet 6 of the revised construction plans. 4. As requested, the holly tree listed within the landscape table is called out as American Holly. Please see sheet 6 the revised construction plans. PARKS AND RECREATION 1. Acknowledged. Please see construction note #18 on sheet 4 of the revised construction plans. ORIGINAL RECEIVED APi2 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARV/ATER F:\DOC\165-13 Rue Publishing, McMullen\Correspondence\Clearwater Response Letter (Flexible Standard Development Review) - 1st Review.doc STORMWATER 1. Please see attached copy of the SWFWMD Permit Permit was forwarded to Julia Babcock via a-mail. SOLID WASTE Acknowledged TRAFFIC ENGINEERING Acknowledged PLANNING Additionally, the SWFWMD ORIGIN/~L RECEIVED APR 2 "7 2006 P CINY OF DE~RR gTER 1. Two (2) off-street loading spaces measuring 15 feet by 40 feet have been provided on the west side of the building. Please see the revised construction plans. 2. Ten (10) copies of the architectural plans with the building dimensions/elevations have been provided. Please see the attached architectural plans. If you have any questions or require further information, please feel free to contact us. Sincerely, L D , MOREE & ASSOCIATES, INC. J r Le db tter, P.E. r ject Manager cc: 165-13 ., F:\DOC\165-13 Rue Publishing, McMullen\Correspondence\Clearwater Response Letter (Flexible Standard Development Review) - 1st Review.doc v•'~~% ,,,,,,,.,.,. /j,_ C ~~~°~ ITY OF CLEARWATER _ ~'~Q, ~=~ "~F'Q~i PLANNING DEPARTMENT --., --;;,~~ ~Q~~~ ~gTEO ~( ~ POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-474H ~~~i~~~/~~/ MUNICIPAL. SERVICIiS BUILDING, lOO SOUTH MYRTLE AVIiNUIy CLEARWATER, I'LORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 LONG RANGE PLANNING DEVELOPMENT REVIEW March 09, 2006 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT AT 150 MCMULLEN BOOTH RD (FLS2006-02011) To Surrounding Property Owners: As a property owner within 200 feet of 150 MCMULLEN BOOTH RD, the City of Clearwater Planning Department gives notice that a Flexible Standard Development application for a reduction in the North and South setback requirements to 14' each and aComprehensive Landscape Application to relocate west facade planting requirments to western edge of parking lot, and relocate east facade planting requirements to eastern edge of parking lot have been filed. On March 30, 2006, the- Development Review Committee (composed of the City's professional staff) will review and determine March 30, 2006 whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The City encourages you to participate in the review of this application. You may contact me at (727) 562-4567x2 667 or Julia.Babcock@myclearwater.com for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director maybe initiated by the applicant or property owners March 30, 2006. An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the within the required notice area who present competent substantial evidence at, or prior to, the Developmentdate of the Development Order. Review Committee meeting on MARCH 30,2006. 1'KANK Fiusisnia~, Mnvou Lilu. JoNSON, Vicr: Mnvos Donn I~OKAN, Connc:n w:~uli:R Horr Hnalu:rou, Coun~cw~u~:rousial ® Cnizu:n A. Pr.nthsrn, Councn ~u:au;EK ~~ISQUAI. I.MPLOYMIiN"I' AND API7RMA'flVli A(:'I'ION I:MPL01'1?it~~ • Thank you for your interest in the City of Clearwater's development review process. You may access information through the City's website: www.myclearwater.com. Sincerely, CJ Julia Babcock Planner I BLACK, CRYSTAL L 3040 EASTWOOD DR CLEARWATER FL 33759 - 4311 LAND TRUST NO 3035 13498 WALSINGHAM RD LARGO FL 33774 - 3527 MAK, SCOTT CAUDILL, CATHY E PONE, NICHOLAS J 3044 EASTWOOD DR STEINER, JOHN PONE, BETTY J CLEARWATER FL 33759 - 4311 3043 CLEVELAND ST 3042 CLEVELAND ST CLEARWATER FL 33759 - 4310 CLEARWATER FL 33759 - 4353 HOCHSTRASSER, DAVID M HOCHSTRASSER, LINDA 3047 CLEVELAND ST CLEARWATER FL 33759 - 4310 BADER, ROBERT J III 3042 CHERRY LN CLEARWATER FL 33759 - 4305 MC NEAL, DANIEL R MC NEAL, VERNAL EST 3043 CHERRY LN CLEARWATER FL 33759 - 4306 TAYLOR, ANGELA J TAYLOR, CARL D 3053 CHERRY LN CLEARWATER FL 33759 - 4306 MUSANTE, HAZEL P 3053 CLEVELAND ST CLEARWATER FL 33759 - 4310 MUNRO, JENNIFER L WHITAKER, DARYL E 133 HARBOR WOODS CIR SAFETY HARBOR FL 34695 - 5312 WU, NAI JEN HE, XIAO XIA 3076 CHERRY LN CLEARWATER FL 33759 - XIONG, KHU X XIONG, KHOU H 3001 VIIZGINIA AVE CLEARWATER FL 33759 - 4336 CAUDILL, VON G CAUDILL, MONA L 3048 CHERRY LN CLEARWATER FL 33759 - 4305 BOWEN, MARY C 3054 CHERRY LN CLEARWATER FL 33759 - 4305 VICK, DONNIE W HORNACK, AMY L 3059 CLEVELAND ST CLEARWATER FL 33759 - 4310 KISH, PEARL A KISH, THEODORE 6333 EDGEWOOD CT OAK FOREST IL 60452 - 1748 PINELLAS COUNTY 315 COURT ST CLEARWATER FL 33756 - 5165 CRAIG, CHRISTOPHER C CRAIG, CURT C 3049 CLEVELAND ST CLEARWATER FL 33759 - 4310 ECHEVARRIA, GENOVEVA TRT7ARRY, HECTOR 3059 CHERRY LN CLEARWATER FL 33759 - 4306 ROWE, MARILYN M 3065 CLEVELAND ST CLEARWATER FL 33759 - 4310 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 HAAGSMA, D PAUL HAAGSMA, BARBARA J 1320 GULF BLVD BELLEAIR SHORE FL 33786 - 3352 CLOSE, ELFIEA F 3007 VIRGINIA AVE CLEARWATER FL 33759 - 4336 GARCIA, BULMARO C 112 MEADOW LARK LN CLEARWATER FL 33759 - 4323 BINGHAM, TAYLOR G III 121 MEADOW LARK LN CLEARWATER FL 33759 - 4324 BOWMAN, FRANKLIN C BOWMAN, BONNIE 210 MEADOW LARK LN CLEARWATER FL 33759 - 4325 ORGANIZED CONFUSION LLP 30750 US HIGHWAY 19 N PALM HARBOR FL 34684 - 441 1 PINELLAS COUNTY 315 COURT ST CLEARWATER FL 33756 - 5165 FIlZST BAPTIST CHURCH • CLEARWATE 331 CLEVELAND ST CLEARWATER FL 33755 - 4002 KADLEC, JOHN D KADLEC, LISA A 109 MEADOW LARK LN # B CLEARWATER FL 33759 - 4340 SUTHERIN, CAROL D MC KAY, DAVID G JR 225 MEADOW LARK LN CLEARWATER FL 33759 - 4326 BAYVIEW BAPTIST CHURCH OF CLEA PO BOX 1108 CLEARWATER FL 33757 - 1108 ENRIQUEZ, ALMA F 227 MEADOW LARK LN CLEARWATER FL 33759 - 4326 MENDES, ALEJANDRO VALDIVIESO RODRIGUEZ, SANDRA 224 MEADOW LARK LN CLEARWATER FL 33759 - 4325 ITALIAN-AMERICAN CLUB CLW 200 MCMULLEN BOOTH RD CLEARWATER FL 33759 - FIRST BAPTIST CHURCH OF CLEARW 331 CLEVELAND ST CLEARWATER FL 33755 - 4002 FLS2006-02011 - JB 150 McMullen ~_ : ,. '~ '~ -. ~ITY ®F CLEARWATER ~~'~~-' ' ~`?' PLANNING DEPARTMENT ~~ ~ ~ "~~~~`~'C~~~,t POST OFFICE BOX 4748, CI.EARWATER, FI.owDA 33758-4748 °~rir~;~ MUNiCIPAI. SERVIC1iS BUILDING, ZOO SOU'T'H MYRTLTi AVENUE, CLTARWATER, Fi.ORIDA 33756 TELF,PHONE (727) 562-4567 FAx (727) 562-4865 , LONG RANGE PLANNING DEVELOPMENT IZh-VIEW March 09, 2006 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT AT 150 MCMULLEN BOOTH RD (FLS2006-02011) To Surrounding Property Owners: As a property owner within 200 feet of 150 MCMULLEN BOOTH RD, the City of Clearwater Planning Department gives notice that a Flexible Standard Development application for a reduction in the North and South setback requirements to 14' each and aComprehensive Landscape Application to relocate west facade planting requirments to western edge of parking lot, and relocate east facade planting requirements to eastern edge of parking lot have been filed. On March 30, 2006, the Development Review Committee (composed of the City's professional staff) will review and determine March 30, 2006 whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. , The City encourages you to participate in the review of this application. You may contact me at (727) 562-4567x2 667 or Julia.Babcock@myclearwater.com for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director maybe initiated by the applicant or property owners March 30, 2006. An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the within the required notice area who present competent substantial evidence at, or prior to, the Developmentdate of the Development Order. Review Committee meeting on MARCH 30,2006. PRANK Husuniin, Mnvok I3n.i. JonsoN, Vice.-MnvoR )oiw D<)Rnn, C(nm(ai au:w3itR HOrr HAS\Ill:f(>N, CUUNCILA11iMBlilt ® CnRi.Frv A. Pi•.naesr:rv, Ccnm(:n nu:>ii;rR ~~I;QUAI. ISMPLOYMIiN'I' AND APPIRMA'I'IVIi A(;IION I,MPLOI'I?R~~ • Thank you for your interest in the City of Clearwater's development review process. You may access information through the City's website: www.myclearwater.com. Sincerely, Julia Babcock Planner I _=~,~ ~ ~~' 4Q, ~s~gTER~;~`'' ~••'~~-v LONG RANGE, PLANNING DEVELOPMENT REVIEW March 6, 2006 Steve Engelhardt 4500 140th Ave N Suite 101 Clearwater, Fl 33762 ~ « CITY OF C LEARWATE R PLANNING DEPARTMENT POST OFFICE BOX 4748, CLFARWATER, FLORIDA 33758-4748 MUNICIPAL. SERVICES $UILI)ING, ZOO SOUTH MYRTLE AVENUE, GLFARWATER, FI:ORII)A 33756 TEI.F.PI-TONE (727) 562-~fS67 FAx (727) 562-4865 RE: FLS2006-02011 -- 150 MCMULLEN BOOTH RD -- Letter of Completeness To Whom It May Concern: The Planning Staff has entered your application into the Department's filing system and assigned the case FLS2006-02011. After a preliminary review of the submitted documents, staff has determined that the application is complete. The Development Review Committee (DRC) will review the application for sufficiency on March 30,2006. If you have any questions, please do not hesitate to contact me at 562-4567 x2667 or Julia.Babcock@myclearwater.com. Sincerely, Julia Babcock Planner I DRANK HIHRAKI), Mnv(~R I3u.i. JonsoN, Vua;-MnvoR J(mN DOKAN, Ccxmcuau:~u;r:R Horr !-lAA111:f(>N, Coun(:n.n~I:nussR ® G~iei.cN A. !'i:'rrRSI:N, Ccxmcu nii;~nscR ~~ISQUAI. IIMPLOYMI?N'I' ANT) /APPIRMA'I'IVIi A(;I'ION IilY1PLOl'I?R~~ ~ M .Clearwater U TO: FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2nd Floor CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 ~.v~ F~c.-~e. I h r~K-d. ~ FAX: ~ r ~ J Phone• FROM• ~~1~, ~-~~" Phone: cS(DZ - ~cS~~ ~ Z(~ ~O 7 DATE:~~ ~ 2 SUBJECT:~~ ZOO ~D ' ('~7 G I MESSAGE: ~. NUMBER OF PAGES(INCLUDING THIS PAGE) °, flearwater March 02, 2006 Steve Engelhardt 4500 140th Ave N Suite 101_ Clearwater, Fl 33762 CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W WW.MYCLEARWATER.COM RE: FLS2006-02011 -- 150 MCMULLEN BOOTH RD -- Letter of Incompleteness Dear Steve Engelhardt The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2006-02011. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. It is still unclear what the proposed use of the addition will be. It is necessary to provide a detailed description of the use before this application can proceed. Additionally, the first floor layout showing illustrations of an auto showroom is demonstrative of a use that most likely incompatible with the zoning district. A detailed letter of the intended use would clarify these concerns. 2. The responses to questions 1-6 in Section D of the written submittal requirements are not complete. Provide explanations as to how each criteria is achieved in detail Section 4-202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by ~ C1~,rCX1 lp ~ 2 ~ ~ If you have any questions, please do not hesitate to contact me at 562-4567x2667 or Julia. B abco ck@myclearwater. com. Sincerely yours, r ulia Babcock Planner I Letter of Incompleteness - FLS2006-02011 - 150 MCMULLEN BOOTH RD Mar. 02 2006 12:05PM YOUR LOGO YOUR FAX N0. 7275624865 N0. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 95363574 Mar. 02 12:03PM 01'05 SND 02 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-~0-HELP-FAX C435-7329). • 31622 t!$ 19 North Pa1at Harbor, Florida 34684 Phono: (T27) 789-St110 Landon, Moree & Associates, Lnc. rv~ w r ~~„ Q~rH: 8 Environmental Engineers -Planners - Serrveyors March 02, 2006 City of Clearwater Development Services Department 100 S. Myrtle Avenue, Suite 210 Clearwater, FL 33756 ATTN: Julia Babcock, Planner 1 RE: Rue Educational Publishers' Building Additions FL52006-02011 Dear Ms. Babcock: This letter is in response to your letter dated March 02, 2006 concerning the need for additional information for this project in order to deem the application complete. Our responses to your concerns are as follows: 1. This project site lies within the office-zoning district and the existing building is presently utilized as an office. The proposed project involves the expansion of the existing office building. The purpose of the auto showroom shown on the architectural plans is simply for office decorations. The owner's intention is for this building expansion to be utilized for office purposes. Apparently, there was a BPRC meeting for this project on October 20, 2004. It is my understanding that the auto showroom was discussed during this meeting. You may want to discuss this issue with Wayne Wells should you need any additional information. 2. As requested, we have added more detailed responses to the 6 questions. Please see the responses listed below: The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. 1. This site lies within the office-zoning district and this project will be an expansion of the existing office development. This development is in harmony with the scale, bulk, ,coverage, density and character of the office-zoning district. The areas adjacent to this property are of different land uses. In order to harmonize this site with the surrounding area, suitable/appropriate landscape buffers as well as interior landscaping will be added/provided on this site to beautify the area and to screen this site from adjacent properties. F:\DOC\165-13 Rue Publishing, McMullen\Correspondence\Clearwater Letter (Julia Babcock).doc ~ ~ The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the valve thereof. 2. McMullen Booth Road is located to the east of the property. Vacant right-of--way followed by the Italian American Club is located to the south of the property. Vacant right-of--way followed by residential is to the east of the property and residential is to the north of the property. The vacant right-of--way may never be developed, but the remaining -areas have already been developed. It is anticipated that the value of the surrounding area will be enhanced due to the site beautification via landscaping and improved safety measures called for on the plans. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. 3. Safety in the vicinity of this project site will be improved as a result of the expansion of this office development. Safety will be improved through the addition~mprovements of sidewalks and the construction of flatter pond slopes. More internal sidewalks will be provided. A connection to the sidewalk within McMullen Booth Road right-of--way will be provided for off-site pedestrian traffic. The site will be upgraded to conform to all ADA accessibility requirements. The steep slopes of the existing pond will be flattened out during construction of this proposed development. The proposed development is designed .to minimize traffic congestion. 4. The existing office development has one access connection to McMullen Booth Road, which is a main arterial roadway. This completed two-phased project will utilize the same access connection. Additional access connections, which can lower a roadways level of service, will not be required/provided for the expansion of this office development. The City of Clearwater has already determined that a traffic impact study will not be required. This development is designed to minimize traffic congestion. The proposed development is consistent with the communifir character of the immediate vicinity of the parcel proposed for development. 5. This project is an expansion of an existing office development. The site will be upgraded during this phase of construction to conform to the standard codes of development required by the City of Clearwater. By upgrading this site to meet the construction standards of today, this site is consistent with the community character for land development projects within the vicinity of this project site. F:1DOC\165-13 Rue Publishing, McMullen\Correspondence\Clearwater Letter (Julia Babcock).doc ~ ~ The design of the proposed development minimizes adverse effects, including visual. acoustic and olfactory and hours of operation impacts on adiacent properties. 6. This project is an expansion of an existing .office development along the McMullen Booth Road corridor. It is anticipated that adverse effects on adjacent properties will be minimized. .Perimeter and interior landscaping will be provided to reduce the potential for adverse effects. The basic color scheme and architectural theme of the proposed office building will match that of the existing office building. Acoustic and olfactory effects should not be a factor since this building is for office work. The hours of operation will continue to be the standard business hours of operation. The original office building and the site as it looks right now were constructed when the site was within Pinellas County jurisdiction. Prior to site plan approval of this proposed construction phase, this site was annexed into the City of Clearwater. Pinellas County does not have the same requirement as the City of Clearwater for pavement setbacks and facade planting requirements. The difference is code between municipalities is the reason we are requesting the flexible standard development approval. In an effort to utilize some of the current features of the existing development, reduction of the north and south setback requirements as well as relocation of the east and west facade planting requirements are requested. If you have any questions or require further information, please feel free to contact us. Sincerely, L N N, MOREE ~ ASSOCIATES, INC. J rey Leadbetter, P.E. Project Manager cc: 165-13 F:\DOC\165-13 Rue Publishing, McMullen\Correspondence\Clearwater Letter (Julia Babcock).doc ~~~~ l \ ~~ 31622 US 19 North .®~5.~ ~ ~„ Palm Harbor, Florida 34684 ®~~~ Phone: (727) 789-5010 ~~~~ Landon Moree 8~ Associates Inc. Fax: (727) 787-4394 ~ ~ YVWW.LMAENGR.COM Civil 8 Environmental Engineers -Planners -Surveyors LEADBETTERQtMAENGR.COM February 24, 2006 City of Clearwater Development Services Department 100 S. Myrtle Avenue, Suite 210 ORIGINAL Clearwater, FL 33756 RECEIVED ATTN: Corey O'Neil FEB 2 4 2046 RE: Rue Educational Publishers' Building Additions PLANNING DEPARTMEN~i BCP2005-11485 CITY OF CLEARYJATER Dear Mr. O'Neil: This letter is to inform you that at this time we are applying for a Flexible Standard Development. Please find enclosed the following items for review and approval: • $475.00 Review Fee Check • Flexible Standard Development Application (1 original + 14 copies) (The Original Owner Affidavit will be forwarded under a separate cover) • Comprehensive Landscape Program Application w/ 1 set of construction plans 15 sets of construction plans • Survey (1 original + 14 copies) 15 copies of the deed • 15 copies of 8.5"x11" plan sets w/ landscape plan • 15 copies of building elevation drawings • 15 copies of 8.5"x11" building elevation drawings • 15 copies of some existing building photos (Please note that the colors & materials of the proposed building will match the colors & materials of the existing building) • 15 copies of some existing sign photos • 3 sets of drainage calculation' • 1 copy of the SWFWMD Permit ~ ~ ~~ apll ~~ O 1 copy of the Pinellas County Utilization Permit F:\DOC\165-13 Rue Publishing, McMullen\Correspondence\Clearwater Response Letter (New Site Plan) - 1st Review.doc ORIGINAL RECEIVED 1 FE6 2 4 2006 PLANNING DEPARTMENT CITY OF CLEP,RWATER To help expedite this review, we have responded to comments from each department for Application #BCP2005-11485. Please note the following responses to each department's comments: FIRE DEPARTMENT 1. Please see note #3 at the bottom left-hand corner of sheet 6 of the revised construction plans. 2. As requested, all notes have been revised to reflect a Siamese FDC. Please see the revised utility plan (note #8 as well as the utility layout). 3. As requested, a fire department turnaround fora 48' vehicle has been provided. Please see the revised construction plans. 4. As requested, islands at the turn areas have a 30-foot turn radius. Please see the revised construction plans. LAND RESOURCE 1. Please see note #2 at the bottom left-hand corner of sheet 6 of the revised construction plans. STORMWATER 1. Please see the attached copy of the SWFWMD permit. Additionally, I forwarded a copy of the SWFWMD permit to Corey O'Neil via a-mail. TRAFFIC 1. As requested, disabled parking spaces have been re-designed. Please see revised the construction plans. 2. As requested, sight visibility triangles are shown on the landscape plan. Please see the revised construction plans. 3. The vertical height clearance of the existing canopy has been provided on the site plan and the clearance is above 114 inches. Please see the revised construction plans. 4. As requested, "one way" and "do not enter" signs have been added to one-way drive aisle. Please see the revised construction plans. 5. As requested, wheel stops have been added to the plans. Additionally, please see note #9 on sheet 4 of the revised construction plans. F:\DOC\165-13 Rue Publishing, McMullen\Correspondence\Clearwater Response Letter (New Site Plan) - 1st Review.doc it 6. Please see the revised site plan as well as note #14 on sheet 4 of the revised construction plans for stop sign/stop bar locations. 7. As requested, dimensions of all driveways, drive aisles and parking stalls have been added to the plans. Please see the revised construction plans. ENGINEERING 1. As requested, the boundary information shown on the site plan matches what is listed on the signed and sealed survey provided with this submittal package. Please see the revised construction plans and the attached survey. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. As requested, the AC pads and stoops for the proposed building have been added to the construction plans. Please see the revised construction plans. Please see the attached copy of the Pinellas County Utilization Permit attached with this submittal package. Please see note #2 on sheet 5 of the revised construction plans. Please see note #3 on sheet 4 of the revised construction plans. Please see note #13 on sheet 4 of the revised construction plans. Please see note #4 on sheet 4 of the revised construction plans. Acknowledged. Please see note #12 on sheet 4 of the revised construction plans. Please see response to comment #3. Please see note #4 on sheet 5 of the revised construction plans. Please see note #12 on sheet 5 of the revised construction plans. Please see note #13 on sheet 5 of the revised construction plans. Please see note #14 on sheet 5 of the revised construction plans. Please see note #15 on sheet 5 of the revised construction plans. ORIGINAL RECEIVED FED 2 4 2006 P;,,ANNING DEPARTMENT CITY Of CLEARWATER 16. As requested, height clearance for the canopy has been added to sheet 4 of the revised construction plans. Please see revised construction plans. 17. Please see note #16 on sheet 5 of the revised construction plans. F:\DOC\165-13 Rue Publishing, McMullen\Correspondence\Cleanvater Response Letter (New Site Plan) - 1st Review.doc s 18. According to the contractor who built the initial development, the sewer service for this expansion was built during the original construction. The approximate location of the sewer service is shown on the construction plans. Please see the revised construction plans. 19. As requested, the existing concrete ramp will be removed. Please see the revised construction plans. 20. The existing canopy will be removed from the area around the fire hydrant. Please see the revised construction plans. 21. The fire hydrant location has been slightly adjusted to show its position within the open area. Please see the revised construction plans. 22. As requested, note #21 on sheet 8 has been revised. Please see the revised construction plans. ORIGINAL RECEIVED 23. Acknowledged FEB 2 4 2006 ' PLANNING DEPARTMENT ZONING CITY OF CLEARWATER 1. As requested, a survey has been provided. Please see the attached survey. 2. As discussed, use is compatible with zoning and land use. 3. Please see the cover sheet for the proposed building height and please see the site plan for the proposed building finished floor elevation. 4. Please see the attached site plan. 5. As requested, the existing parking lot is being upgraded to meet current City of Clearwater requirements. Please see the revised construction plans. 6. Building color samples will be provided as part of the Flexible Standard Development process. 7. The Flexible Standard Development process will be initiated so that drive aisles can fall within the required setback. 8. As requested, the dumpster area has been moved outside the front setback. Please see the revised construction plans. 9. As requested, the dumpster will be screened. Please see sheet 4 as well as the detail on sheet 7 of the revised construction plans. It is acknowledged that a separate permit will be required for the dumpster enclosure. F:\DOC\165-13 Rue Publishing, McMullen\Correspondence\Clearwater Response Letter (New Site Plan) - 1st Review.doc • • 10. As Requested, parking striping is shown on the plan. Please see the revised construction plans. 11. Two 12'x35' minimum sized off-street loading and vehicle stacking spaces have been provided. Please see the revised construction plans and please see note #16 on sheet 4. 12. It is acknowledged that the total value of all work done on this site will be more than the 25 percent of the valuation of the principal structure as reflected on the property appraiser's current records. LANDSCAPING 1. As requested, landscape buffer along Kentucky Avenue has been extended to ten feet in width. Please see the revised construction plans. 2. Acknowledged 3. As requested, the minimum buffer width for this site is ten feet. Please see the revised construction plans. 4. In lieu of facade planting, landscaping will be provided at the respective east and west sides of the parking lot in an amount that exceeds the facade planting requirements. The Flexible Standard Development process will be initiated. Please see the revised construction plans. 5. Please see note #11 on sheet 4 and note #4 on sheet 6 of the revised construction plans for curbing/wheel stops requirements. If you have any questions or require further information, please feel free to contact us. Sincerely, MOREE & ASSOCIATES, INC. Jeffry ~'eadbel'ter, P.E. Pro' ct Manager cc: 165-13 ORIGINAL RECEIVED FED 2 4 2006 PLANNING DEPARTMENT CITY OF CLEARWATER F:\DOC\165-13 Rue Publishing, McMullen\Correspondence\Clearwater Response Letter (New Site Plan) - 1st Review.doc ,~ ~. LL. ` CITY OF CLEARV6~A'I'ER o Vt~ a r PLANNING DEPARTMENT ~~ MUNICIPAL SERVICES BUILDING ~ 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W.MYCLEARWATER. COM March 02, 2006 Steve Engelhardt 4500 140th Ave N Suite 101 Clearwater, Fl 33762 RE: FLS2006-02011 -- 150 MCMULLEN BOOTH RD -- Letter of Incompleteness Dear Steve Engelhardt The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2006-02011. After a preliminary review of the submitted documents, staffhas determined that the application is Incomplete with the following comments. 1. It is still unclear what the proposed use of the addition will be. It is necessary to provide a detailed description of the use before this application can proceed. Additionally, the first floor layout showing illustrations of an auto showroom is demonstrative of a use that most likely incompatible with the zoning district. A detailed letter of the intended use would clarify these concerns. 2. The responses to questions 1-6 in Section.D of the written submittal requirements are not complete. Provide explanations as to how each criteria is achieved in detail Section 4-202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by ~p,,r~ (p ~ ZG 6 ~0 If you have any questions, please do not hesitate to contact me at 562-4567x2667 or Ju1ia.Babcock@myclearwater. com. Sincerely yours, u.~"-~'~ ulia Babcock Planner I .~~ ~cv~ ~~~ Y Letter of Incompleteness - FLS2006-02011 - 1 SO MCMULLEN BOOTH RD • • ~~ ~ITY ®F ~I.EARWA'I'ER PLANNING DEPARTMENT Pos,- OPPicE Box 4748, CLEARWATER, FLORInA 33758-4748 IVIUNICIPAI. SERVICES BUII:WING, 100 SOUTH MvRn.E AVENUE, CI:EARWA,-ER, FtOR[nn 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 LONG RANGE I)I.ANNING DFVEI.OPMENT I~f•VIEW March 09, 2006 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT AT 150 MCMULLEN BOOTH RD (FLS2006-02011) To Surrounding Property Owners: As a property owner within 200 feet of 150 MCMULLEN BOOTH RD, the City of Clearwater Planning Department gives notice that a Flexible Standard Development application for a reduction in the North and South setback requirements to 14' each and aComprehensive Landscape Application to relocate west facade planting requirments to western edge of parking lot, and relocate east facade planting requirements to eastern edge of parking lot have been filed. On March 30, 2006, the Development Review Committee (composed of the City's professional staff) will review and determine March 30, 2006 whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The City encourages you to participate in the review of this application. You may contact me at (727) 562-4567x2 667 or Julia.Babcock@myclearwater.com for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director maybe initiated by the applicant or property owners March 30, 2006. An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the within the required notice area who present competent substantial evidence at, or prior to, the Developmentdate of the Development Order. Review Committee meeting on MARCH 30,2006. i'KnNK I~IISISnItI), MnvoK I3u.l. JorsvN, VICIi-Mnvolt -oIIN I)UKr\N, COIINCII III{\IISI?N }-IOYI' }-InMlla'ON, ~.UlINC11.MIiMBIiIt ® (.nN1.I?N A. Pli'IliKtiliN, ~,OIiNCII.:\Ili\IISIiK ~~I;QUAI. I]MPLOYMIiN"I- nNn AI'I'INMA"I'IVIi AC"PION I:MPLOYI?R~~ • ~ Thank you for your interest in the City of Clearwater's development review process. You may access information through the City's website: www.myclearwater.com. Sincerely, j Julia Babcock Planner I G ,y~'~`~r~: CITY OF CLEARWATER ~ ?~' ~..~.. , o; PLANNAVG DEPARTMENT :_~...._ ,rQ: 99h'gTEPFo~'~ Post' OFE7CE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 ~~~~~~ D MAR 2 ~ 2006 PLANNING 8 DEVELOPMENT SERVICES CITY OF CLEARWATER ,.~ ~' ~ ~ ' z~ . ~.. MUSANTE, HAZEL P 3053 CLEVELAND ST CLEARWATER FL 33759 - 4310 [! +~`V r O C1D METER ~~a~a~t •g• POSTAGE ~ ... ... ti.:'ruj `«, ;.;°,;,2,~;:c,.~>::.~.;~ [IY~ItI!tli lf:l1~3~3~t1 F! !! 71 11!t~1~ 11 ~i!ki l/ t1 C ITS ®F C ~.~~~~~~'~ ~ PLANNING DEPARTMENT POST OFFICE BOX 474H, CI,FARWATER, FLOLVDA 33758-4748 MUNICIPAL. SERVICES BUILDING, LOO SOUTH MYRTLE AVENUE, CLEARWAI'HR, FLORIDA ,3,3756 TF,LEPHONE (727) 562'-4567 FAX (727) 562-4865 LONG RANGE PLANNING DEVELOPMENT REVIEW March 09, 2006 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT AT 150 MCMULLEN BOOTH RD (FLS2006-02011) To Surrounding Property Owners: As a property owner within 200 feet of 150 MCMULLEN BOOTH RD, the City of Clearwater Planning Department gives notice that a Flexible Standard Development application for a reduction in the North and South setback requirements to 14' each and aComprehensive Landscape Application to relocate west facade planting requirments to western edge of parking lot, and relocate east facade planting requirements to eastern edge of parking lot have been filed. On March 30, 2006, the Development Review Committee (composed of the City's professional staff) will review and determine March 30, 2006 whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The City encourages you to participate in the review of this application. You may contact me at (727) 562-4567x2 667 or Julia.Babcock@myclearwater.com for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director maybe initiated by the applicant or property owners March 30, 2006. An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the within the required notice area who present competent substantial evidence at, or prior to, the Developmentdate of the Development Order. Review Committee meeting on MARCH 30,2006. PRANK HIRISARI), Mnv(II( I3u.LJonsoN, VICI{-MAYOR Jonn l~OI(AK, C(>un(:u.~u:auseR H(~rr HAS\Ill:fON, COUNCILMIiMISIiIt ® CARLFN A. 1'r.rr:RSitn~, ~,OUNCIL:\II?>IIiER ~~I:QUAI. 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OF PEn PeLE T9b - C PER :PD,AR,cIN6 6PA CC 00 90 BPA.G ES PPVCY~o,e 5Pn M W! 98<9 L BI a SUNG CS 18G T E LBO/l4 4 AuGUS 11&: J e`1 AL ~ sloe `.ALR°f 1 1D~ nRPfV DAw 4c ALf of ri s IDh r i yy5. ~~ 0 0 a31 ~s' ILO.eD 0 id _ .. ,, I e ~ l ~ I.F ~f t i ~ t~ j x~ ' ~~ rn.+we.~,`,EF r I LEGAL rJE:.C} cT c']I.1 ~: rl THE SCTJTH I( ~n EF_"' rHF L. f. a i OF THE N w /~ C'~F THE JW Yl J i~v^ .e.IJp ~ ~ ' THE NF. Ve CK .HE /H ~ r'N0 N /4 : ~F; ~ ;~ tiLL J sccn N 1,,, TOWU'HIP 2'1 'cuTH, {/ E•~VJCCF f En 'RNFlU,. C.. _4S"-FLpOlpq~ (( C4 LE Tw~T Pn ~,' N4UDEL, J P/.TVIEw TEfRA. E Np~~v LK>N AS ~EC.'V ~iLX~ N F`L T !' ' K- 2.I PA ~E. V 5 3LJr .1F{-'1 'r , IV ~ ~ D! fCX` r R 4NT 4 WAr K+Z .. A'-E : rl} . Row .5 0~ THE t.e.:T UT..,ININ co 5 a.> A[Y ec. ~ oR r. , r ~ F_ ~ 3 I , L 1: JD I c _111-aT/~ ~ ' '' Y N .. fN. P AIRES PEICCPI.IT~ , ~ DNILAIN V Req 2op.~0 •aG' 9 a44 RA•INtr U'=E',~ a6,3TR G9 1,06 LC1~ - 'CsP_T1,N Ay.Eq so, 56 f8 5.45 G4 a#7}f Y y A r 1 ~~ F _ E ~ KLLT b..w. i • I~ . . ~ 1 ~' P 6 D 3 ( EY 91'INL ]12CE o 0.CMAIN ( R cAbEOj , ~ ~ En ,1 N'^fREE To E{ REMOVED ~ , R ~ t `LAUREL OAK "t' ': ~' ~ HDSCUS HE~„E / j I. ALl .WD CAFE MIA'ER AL 1'Nlb eE LLORXM Y ,~" , GRA E OR DfiITER L L flg5 APIUL MNSr ..ONF RM A. CSGPW REGULATONS F' PINE tuu,V FIOR DA I. M1 I. TRR B UNREl OA -OR EFW LENT Q T M N MUM HEIGHT M N MUM TRUNK OIAL]~[k.~{c 1 BE 21VC EST EN J2 INCHE. D /E:Gi'AOE x HEJ6E TO CE~NIg CU. Ok E!{ IYAL6xT 4A. {; 1 ...-LY ~ ~ - V %'" F - Rai.. IV H s hIMMUM F{GiG[IT.. SPAQE za 1F1CN o ~ . --~ rEOLE got TALInN-AMER~cAH CWB PAVING p~D 6aWA {~t~~;l k;1 RG4UKEO,b NANTAILI AN UNPRUEEN ~~CREEU~A}~LR I t ji0.~ ~ i BAIINS - I fUL~ 1 C r0 N'ncf t wTEA LB.sL Eo.o >, I~ Ay. fi ~ ~~fup0 ece >t ~ I} \ ; .. ' °'s OUTLALL ceHryeL srxus,une-~ ~. ~ J ~ f L ~ .. _ , t - V yW' 1 d~ . QI I I let s0' ~ ~ _; fILD IN No,-Y.~ ~ 1. ~ I j -Ci MCP • ~/ %} ' I-- -_~'___+~• ~.__r ~yf rfD[I ~ 7L1NC_.. TION BOX SECTION THROUGH DETENTION POND R~ of " `~' ' OcALC, n/B"el'-d. _e Piw 1 CUT FALL ~ ~ ( 0 ~ O,NT R,QL~~Tf_'•U GTU~E VwRIES 80. 3aA• L -~ - ,.: 'No..SU_ __ '/f .. ____....~1 + I ~~~r~ i:i a l I ..E . ~ , L~pN , ---=-~- ,~. .tip , ;la ... , _ . A. E'C:TI`ON TFI20UGH DC2NE ENTRY - Nu Scw_ ---- -- /ZgE_CTIOHI THq oUGN SWALE -€r7i;11 ~~al `` nofegw~• w ~~ • ~HOw1.1 IJEW 6L11LTCI;JG F ~: ~ SN NQ •ea '~ar N~~~."ENGINEERING, B us Bq~F]'Bv CLE.p.RwP.•T~~ (•'`- ~, g 196e1 BmOE pofo ~e.H7 ~~! ~,y, D.~6o~tL~-NFK MO~.SE.ICLL.I~ J f;S;m~ [.ukt"FlaA1M aisRa; ~ ib 150 M~MLILLEN~.- pOOTN (ZO•^:~ sEsrw s ~,A VO ir`ur°. CLEAF W.~'TER, FLOFJD~ OWTFaM 'tA 1 . s..-'a ~~n 3,6Z2 us ,9 Nosh .~~^ Palm Harbor, Florida 34684 .~~~ `i Phone: (7Z7) 789-5010 ~~~ L,andon, Moree & Associates, Inc. Fax: nz7) 787-x394 WNfW.IMAENGR.COM Civil 8 Environmental Engineers -Planners -Surveyors LEADBETTER~LMAENGR.COM April. 26, 2006 City of Clearwater Development Services Department 100 S. Myrtle Avenue, Suite 210 Clearwater, FL 33756 ATTN. Julia Babcock, Planner RE: Rue Educational Publishers' Building Additions F LS2006-02011 Dear Ms. Babcock: This letter is in response to comments from all departments for this project.. Please find enclosed 10 sets of construction plans, 10 copies of the architectural plans with the building dimensions/elevations, one copy of the Pinellas County Right-of-Way Use Permit and one copy of the SWFWMD Permit for review and approval: Please note the following responses to each department's comments: GENERAL ENGINEERING 1: Please see the attached copy of the Pinellas County Right-of-Way Use Permit. Additionally, the Right-of-Way Use Permit was forwarded to Julia- Babcock via a-mail. 2. As requested, the sidewalk ramp note has been revised. Please see sheet 4 of the revised construction plans. Prior to CO 1. .Please see note #17 on sheet 5 of the revised construction plans. General Note Please see notes #1 and #18 on sheet 5 of the revised construction- plans. General Note 1. Please see note #17 on sheet 4 of the revised construction plans. ENVIRONMENTAL Acknowledged FIRE 1. As reques#ed, the FDC has been moved as agreed to. Please see sheet 5 of the revised construction plans. F:\DOC\165-13 Rue Publishing,-McMullen\Correspondence\Clearwater Response Letter (Flexible Standard Development Review) - 1st Review.doc 2. As requested, the existing fire hydrant has been relocated as agreed to. Please see sheet 5 of the revised construction plans. 3: As~ requested, entrances off of McMullen Booth Road and Kentucky Avenue have- been revised. Please see revised construction plans. HARBOR MASTER Acknowledged LEGAL Acknowledged - LAND RESOURCES 1. Acknowledged 2. Acknowledged LANDSCAPING 4~ ± / 1. The 15' landscape buffer along McMullen Booth Road includes 100% coverage of both existing and proposed shrubs. Existing shrubs are called out on the landscape plan to remain. New shrubs will be planted to cover the remaining area. Please see sheet 6 of the revised construction plans. 2. As requested, shade trees will be planted 5 feet from any impervious area. Please se.e note #4 on sheet 6 of the revised construction plans. 3. As requested, East Palatka Hollies have been replaced with Dahoon Hollies. Please see sheet 6 of the revised construction plans. 4. As requested, the holly tree listed within the landscape table is called out as American Holly. Please see sheet 6 the revised construction plans. PARKS AND RECREATION 1. Acknowledged. Please- see construction note #18 on sheet 4 of the revised construction plans. F:1DOC\165-13 Rue Publishing, McMullen\CorrespondencelClearwater Response Letter (Flexible Standard Development.Review) - 1 st Review.doc h STORMWATER 1. Please see attached copy of the SWFWMD Permit. Additionally, the SWFWMD Permit was forwarded to Julia Babcock-via a-mail. SOLID WASTE Acknowledged TRAFFIC ENGINEERING Acknowledged PLANNING 1. Two (2) off-street loading spaces measuring 15 feet by 40 feet have been provided on the west side of the building. Please see the revised construction plans. 2. Ten (10) copies of the architectural plans with the building dimensions/elevations have been provided. Please see the attached architectural plans. If you have any questions or require further information, please feel free to contact us. Sincerely, L D , MOREE & ASSOCIATES, INC. J r Le db tter, P.E. r ject Manager cc: 165-13 F:\DOC\165-13 Rue Publishing, McMullen\Correspondence\Clearvvater Response Letter (Flexible Standard Development Review) - 1st Review.doc Kurleman, Scott From: Kurleman, Scott Sent: Wednesday, November 21, 2007 11:29 AM To: 'steveHDC@tampabay.rr.com' Subject: FLS2006-02011(150 McMullen Booth Road This application has been withdrawn. Should you wish to pursue development another application and associated fees will be required. Thank you A. Scott Kurleman Planner II ISA FL#0414 City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, FL 33756 (p) 727-562-4567x2504 (f) 727-562-4576 ,,~~~`~~~`=--~.%~w Conditions Associated With ``~ ~`' ~° "' FLS2006-020'[ 1 ~~;,ry`I .~ 150 MCMULLEN BOOTH RD -..,.~ Landscape Julia Babcock 562-4567x2667 03/17/2006 The 15` la pe buffer along Mcmullen Booth Rd must have 1.00% coverage of shrubs shown Not Met on-the= scape plan. (5/9/2006) 100% coverage is not shown appropriately on plans must be revised prior to approval. 03/17/2006 It must be p ied what type of Holly will be used, in order to determine whether or not these Not Met trees will the appropriate shade tree requirement or if they will be considered accent trees. (5/9/2006) American holly is not appropriate. Only Dahoon Holly is permitted. Parks & Recs Condition Debbie Reid 562-4818 03/13/2006 Open space imps es are due prior to issuance of building permit or final plat (if applicable), Not Met whichever occur ar..s .. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. GENERAL APPLICABILITY CRITERIA Julia Babcock 562-4567x2667 03/16/2006 Provide Building Elevations. Building elevations have not been submitted properly as of 5/9/2006. Not Met Building elevations with the following information must be submitted prior to approval: all sides of all buildings, dimensions, colors (provide one full sized set of colored elvations), materials, and site visibility triangles Print Date: 08/08/2006 CaseConditons Page 1 of 1 CASES TO BE ASSIGNED IN MY ABSENCE-JJB 1.525 S HERCULES CANTERBURY OAKS (SGN2006-06003)- COMMENTS HAVE BEEN MADE PER PLANNING MEETING FRIDAY 6/9/2006 2. 2638 VELVENTOS (FLS2006-04021)- THE CASE WAS DEEMED INSUFFICIENT IN DRC AS OF 6/1/2006 A NEW SUBMITTAL WAS NOT MADE FOR THE NEW CYCLE. IT WAS DISCUSSED IN DRC THAT A 15' SETBACK COULD WORK WITH THE RIGHT DESIGN. 3. 1204 N FT I3ARRISON (FLS2006-02012)- CASE WAS DEEMED INCOMPETE 3/1/2006. NO NEW SUBMITTALS OR CONTACT HAS BEEN MADE SINCE THAT TIME. 4.21750 US HWY 19 (FLS2006-06034)- STRICTLY AN ADMINISTRATIVE REVIEW FOR BUILDING HEIGHT 31' IN A COMMERICAL DISTRICT TO MATCH EXISTING BUILDING. ELEVATIONS HAVE BEEN SUBMITTED. 5. 150 MCMULLEN BOOTH RD (FLS2006-02011)- CASE IS STUCK BETWEEN FIRE CONDITIONS AND COUNTY CONDITIONS BECAUSE OF THE WIDTH OF ACCESS TAKEN FROM MCMULLEN BOOTH. A DRAFT DO HAS BEEN MADE BUT CANNOT BE SENT OUT UNTIL THESE CONDITIONS ARE RESOLVED. SIDE NOTES AND MISCELLANEOUS SAFETY CONIlVIITTEE MEETINGS- SOMEONE WILL NEED TO TAKE MY PLACE AT THE SAFETY COMMITTEE MEETINGS THE 4TH THRUSDAY OF EVERY MONTH. BOTH WAYNE AND I HAVE KEPT OUR NOTES IN A FILES FOR THESE MEETINGS. CLEARWATER TOYOTA- COMMENTS HAVE BEEN SUBMITTED AND AN EMAIL SENT TO THE CONTRACTOR INFORMING THEM THAT THE SITE REQUIRES A CDB APPROVAL. - • . BOARD IiF COUNTY ' COMMISSIONERS P I' John Morroni -Chairman I^ ^C ~.7 Kenneth T. Welch -Vice Chairman ~0~~~ Ronnie E. Duncan Calvin D. Harris PUBLIC WORKS Susan Latvala Karen Williams See! Robert s. Stewart Utilization Permit #OS-0779 D October 12, 2005 Landon, Moree & Associates; Inc. 31622. US 19 North Palm Harbor, Fl. 34684 Attn: Mr. Jeffery Leadbetter, PE Re: Utilization Permit for Rue Educational Publishers Bldg. @ 150 McMullen Booth Road. -Driveway, Sidewalk & Drainage Connection. (16/29/16) Dear Mr. Leadbetter: We are enclosing your approved Utilization Permit covering the proposed construction described below: Construct driveway, sidewalk & drainage connections @ 150 McMullen Booth Road. This letter must be attached to and made part of the approved Utilization Permit, making the following cc~i:iditions binding to the Permit: 1. On the north side of the driveway connecting to McMullen Booth Rd. the cluster of existing Palm Trees need to be relocated to be out of the sight distance triangle. 2. The MOT plan for pedestrian traffic thru the work zone needs to be in accordance with FDOT Index #660. Before this Permit becomes effective, it will be necessary to contact the Utility Notification Center, "Call Sunshine", (1-800-432-4770) not less than 48 Hrs. or more that five (5) days prior to construction: Si ely, ! ' .` Patrick S. Fox Public Works Engineering Technician Right-Of--Way Utilization Permits Regulatory Services Enclosure ORIGINAL RECEIVED APR 2 7 2006 PLANNING DEPARTMENT Clil' OF CLEARVUATER PLEASE ADDRESS REPLY TO: 440 Court Street Clearwater, Florida 33756 Phone: (727) 464-3251 _ Website: www.pinellascounty.org i•~ ORIGIN~~S j~M ~~. ~%~~~~7 ~ ~.(~P~~ RECEIVE . - Pnclla G~unty RIGHT OF WAY Department of Public Works'~PR 2 "~ 206 UTILIZATION PERMIT PERMIT NO: UP ~ S _ O'~i'~ ~ ~ . RUE EDUCATIONAL PUBLISHERS' PLANNING DEPARTMENT BUILDING ADDITIONS CITY OF GLEARV'/ATER THE COUNTY OF PINELLAS, apolitical subdivision of the State of Florida, hereinafter called the Permitter, hereby grants to D. Paul Haagsma of 1320 Gulf Boulevard, Belleair, FL 33767-2801 (Name) (StreetAddress, Cr[y, State, Zip) hereinafter called the Permittee. a Permit to construct, operate, maintain, renew and/or remove a sidewalk and drainage system as shown on the plans prepared by Landon, Moree 8 Associates, Inc. on attached sketch along, across, beneath, or over right of way and/or property of Permitter at the following location: County Road No. 611 Name: McMullen Booth Road Section 16 Township _~ South Range 16 East, situated at 150 McMullen Booth Road, Clearwater, FL 33759 ,Florida, sub'ed to the foilowin ~ g provisions and conditions: (Address or Street Intersection) 1. Construction, operation and maintenance of such utility shall not interfere with properly and rights of prior occupant. 2. The construction, operation and maintenance of such utility shall not cxeate obstrudlon or conditions which are or may become dangerous to the traveling public. 3. All work must be done in keeping with standards of the Florida Department of Transportation Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways, Roadway and Traffic Design Standards, Florida Department of Transportation Standard Specifications for Road and Bridge Construction, AASHTO and by the County Director or his agent. 4. All materials and equipment shall be subject to inspection by an Engineer of the County or his agent. 5. The Permittee shall and does hereby agree to indemnify, pay the cost of defense, and save harmless the Permitter from and against payment of all claims, suits, actions, costs, attorneys' fees, expenses, damages, judgments, or decrees by reason of any person or persons or property being damaged or injured by the permittee, his employees, agents or sub-contractors or in any way attributable to the performance, prosecution, construction, operation, or maintenance of work herein permitted by Permitter and resulting from negligent acts or omissions of said Permittee in connection with the work herein permitted. 6. The Permittee shall repair any damage or injury to the road or highway or other County property by reason of the exercise of any of the privileges granted in this Perrtit, and shall repair the same promptly, withrct seven (7) days of opening, restoring it to a condition at least equal to that which existed immediately prior to the infliction of such damage or injury. (Note: All portions of the right of way other than paved areas disturbed by the construction of this utility will be compacted, grassed and mulched or sodded as required.) 7. All overhead installations shall conform to clearance standards of the State Utilities Accommodation Guide and all underground crossing installations shall be laid at a minimum depth of 36" below pavement, or at such greater depth as Permitter may require. 8. In the event of widening, repair or reconstruction of said road, the Permittee Shall move or remove said utility installation at no cost to the Permitter. -:- `° t s ~ 1! ~ {~ _ ~~. '`_ i. 9. This permit creates a permissive use only and the plating of facilities upon County ro i~da,,,rtl~,h'etdto=shelf-not operate to create or to vest any property rights in said Permitee and is granted in perpetuity subject tot in lion by the Permitter upon the, giving of 30-days notice in writing to the Permittee. I ~ $ 2~ 10. The Permittee shall famish the Permitter with a survey showing the exact locations of I fa ities~b'be installed purst ants this permit, said survey to be sufficiently detailed to albw location of said installation by reference th etc. .. The attached sketch, covering details of this installation, shall be a part of this permit ~-~ I I.IZAT I Q N P E l~t M iTS 11. Section corner monuments subject to displacement shall first be referenced and later reset by a Florida Registered Land Surveyor. 12. All activities in accordance with this permit will require conformance to the 'Manual on Traffic Control and Safe Practices for Street and Highway Construction, Maintenance and Utility Operations". (Chapter 316 Florida Statutes) 13. The Permittee's attention is directed to the provisions of the Trench Safety Ad (Florida Statutes, Section 553.t~0 et. seq.} and the Occupational Safety and Health Administration F~ccavation Safety Standards (29 C.F.R. Section 1926.650, Subpart P) which shall apply to construction, operation, and maintenance pursuant to this permit. 14. Compaction within right of way to meet Pinellas County Minimum Standards. 15. Highway Department is to be notified a minimum of 48 hours prior to beginning work at 464-6500, otherwise the Permit will be voided. 16. If this permit is for a monitorwell, copies of all testing reports are to be forwarded to the Pinellas County Highway Deptartment. 17. The Permittee sha~f'l~om~~nce construct vin 6A days from the date of this permit and it shall be completed within days. Permittee or Agent: J re ~ead~iet~ I~'E~~, Agent ~ Phone: 727-789-5010 Date:~~~ Rev 8/27/97 Landon, oree and Associates, Inc. 31622 US 19 North, Palm Harbor, FL 34684 • w APPLICATION SUBMITTAL INSTRUCTIONS Description and nature of the proposed installation shall be outlined in the two blank lines on application. 2. The bottom of Application Sheet 1 shall be signed by applicant or his agent 3. On the attached plan, the following data shalt be supplied a. The plan sketch shall show the right of way lines and the widths of right of way. The offset distance from the centerline of the proposed installation shall be shown and the scope of the proposed project, with all the distances and sizes Dearly indpted. b. Typical cross section shall be famished showing width of pavement, width of right of way on each side, offset distance from centerline to proposed installation and any pertinent data to sidewalks, curbs and gutters, etc. c. Indicate type of installation on both typical cross section and plan view. d. All pertinent dra'u~age information and calculations or justification for size of pipe and/or grading. 4. All improvements within County maintained right of way shall conform to Florida Department of Transportation requirements and/or Pinellas County Subdivision requirements. 5. All applications for water and sewer lines must be separate applications and countersigned by the utility involved prior to submittal. ti. This form is to be made out in QUADRUPLICATE with four (4) drawings; one fully executed copy will be returned to you after approval. 7. There is a variable processing fee which must be received prior to the issuance of the permit. Please make check payable to Board of County Commissioners. 8. Due to the extensive work being done In Pinellas County right of way, please provide proof that you meet the following insurance requirements: "Comprehensive General Liability Insurance including, but not limited to, Independent Contractor, Contractual, Premises/Operations, Products/Completed Operation, Explosion, Collapse and Underground, and Personal Injury covering the Lability assumed under indemnification provisions of this permit, with limits of liability for personal injury and/or bodily injury, inducting death, of not less than $300,000, each occurrence; and property damage of not less than 3100,000, each oxun'ence. (Combined Single Limits of not less than $300,000, each occurrence, will be acceptable unless othewise stated.) Coverage shall be on an `occurrence' basis, and the policy shall include Broad Form ProoertYDamagg coverage, and Fire Leaal Lability of not less than $50,000 per occurrence, unless otherwise stated by exception herein." THE UTILITY NOTIFICATION CENTER "CALL SUNSHINE" (1-800-432-4770) MUST BE NOTIFIED 48 HOURS IN ADVANCE OF CONSTRUCTFON. Pinellas County Public Wotks Land Permitting Section 440 Court Street, 4th Floor Clearwater, FL 34616 (813) 464-3670 UTILITY COUNTERSIGN (NameTHe) ORIGINAL RECEIVED ~~'R ~ 71006 p[ANNING DEPARTMENT C~17'~ CAF CLEARVJATER TO BE FILLED OUT BY PINELLAS COUNTY DEPARTMENT OF PUBLIC WORKS Sod required C]~es ^ N~ Jack and bore D Yes ~No Open cut D Yes ~XNo Directional bore D Yes D.Pt~ . PINELLAS COUNTY, FLORID Acti y horty oft Bo d of County Commissioners r Date: SEE ATTACHED LETTER FOR ADDITIONAL for blic or d Per ~ ing Se n CONDITIONS TO THIS UTILITY PERMIT. 03/30/Zbbn l~:~w rtr~3o~~rw ,e ~ • !r ._ - ~ a ,_ March l6, 2000 Landon, Mores, -and Associates, Inc. 31622 U.S_ 19 North Palm Harbor, FL .34684 Attn: Leland E. Moree, Ill, P.E., P.L_ S. RE: Moose Lodger 150' McMullen Booth Road, Pinellas County Dear Mr. Moree, ORIGINAL. RECEIVED APR 2 7 2006 PLANNING DEPARTMENT _ CIdY OF CLEARVi/ATER Please be advised that we aze the Owners of the above referenced property and hereby authorize Landon, Moree, and Associates, Tnc., to act as our agerns in submitting and obtaining required state and local permits for conversion of the property's dry stornawater pond to a wet stormwater pond. Please do not hesitate to contact me if you have arty questions regarding this matter. Sincerely, ~.J D. Paul Hangs & Barbara. J. Haagsma (~ ~` Title Cotupamy: Florida Title and Guarantee 2b I O 4~' Sts+eet North St. Petersburg, FL 33704 t72~) 823 6883 Post-it' ax Note 7671 -Dace ~ JT~ Ta n D From ~ M N N r .. ORIGINAL RECEIVED RECEIPT ApR 2 7 Zoos PLANNING DEPARTMENT CfTY OF CLEARVJATER RECEIPT NUMBER:. ROOOOOOl80 Notation: S/W & DRAINAGE APD #: RUPOS-0779 TYPE: RO W Utilization Permit PROJECT NAME: RUE EDUCTIONAL PUBLISHERS BLDG. SITE ADDRESS: 150 MCMULLEN BOOTH RD PINELLASCO PARCEL: 16/29/ l b/00000/230/OI 00 TRANSACTION DATE: 07/28/2005 TOTAL PAYMENT: 20-0.00 TRANSACTION LIST: Type Method- Description Amount Payment Check .10024 200.00 TOTAL: 200.00. ACCOUNT ITEM LIST:.- Description Account Code Current Pmts Rup's & Driveways 0201/3295000/1002000 200.00 TOTAL: 200.00 RECEIPT ISSUED BY: JSENTOWSKI INITIALS: JS ENTERED DATE: 07/28%2005 TIME: 04:04 PM F 1 ~ ~RIGI~L RECEIVEp Fig 2 4 2000 PANNING DEPgRTMENT CITY pF CLEARWATER ,, '~a r•. z r , .>, ~'. ,:.~ Fr''~ %.-.....~r tam.. ~~F ~_: A. Stormwater Management Report ORIGINAL RECEIVED FED 2 4106 PLANNING DEPARTMENT CITY OF CLEARWATER ~J STORMWATER MANAGEMENT REPORT- ' . -- - ~ ~ -_ ~ .. .l. Overview S f ' _ .. This project is located at 150 McMullen Booth Road approximately 800 feet north of Gulf to Bay Boulevard (SR 60) in Section.16, Township 29 South, Range 16 East in Clearwater, ' ~ - ~ Florida. The total ro"ect contains 3.96 acres more or less. I . P J .. This.project involves theconstruction of atwo-story building, a paved parking lot, sidewalk, ~ he associated drainage system, utilities and landscaping. II. Existing Topographic and SurFace Drainage Patterns The topography of the site varies between elevations 29 and 21 feet NGVD according to topographic .spot elevations we received from the project surveyor and the original construction plans. The existing drainage pattern is generally from northwest to southeast with outfall to the existing storm sewer system in the McMullen Booth right of way. III. Description of Existing Cover ' The existing ground cover consists of open space with numerous trees of various species, - some vehicular use area, an existing office building and an existing dry bottom pond. IV. Environmental Considerations ' There are no wetlands or environmentally sensitive areas located within the project boundary. There will be no .environmental impacts to any offsite wetlands with the development of this site. V. Flood-Plain Considerations According to the FEMA Flood Zone Map of the area, the project site lies within Flood Zone "X". Please refer to FEMA Community Panel #12103C0129G, Revised. September 3, 2003. FEMA Flood Zone "X" represents areas outside of the 500-year flood plain. ORIGINAL RECEIVED FEB 2 4 0006 p{.ANNING DEPARTMENT CITY OF CLEp,RWATER ~~ - ~S. _ t - _ - ' y ~ Rue Educational Publishers' Building Additions Stormwater Management Report ~> . ~ Page 2 ' ~ ~_ _. ... VL'. ~ Geotechnical Description ~~ ~ - . The SCS soil survey for Pinellas County was referenced to determine the hydrologic soil groups on the property. The project site is comprised of Myaka, Wabbaso, and Oldsmar fine sands. . . VII Drainage Analysis . .. The storm water management system for this site consists of two ponds. Pond 1 is located at the east end of the property and Pond 2 is located at the west end of the property. ' Please note that the seasonal high water level for Pond 1 was established during an old phase of construction. The existing on-site pond has a pond bottom elevation of 18.5, the existing underdrain inverts are set, at 17.0 and the weir crest is set at 19.0. This ' information was utilized in the design of-the new ponds. Water quality treatment will be accomplished in the storm water management system that ' is sized to treat the first half-inch of runoff over the entire basin area. Pollutants conveyed to the ponds will be treated through percolation provided by an underdrain. Please note that the City of Clearwater has a requirement that the water quality volume must be ' . ,available after 24 hours. In addition to water quality, SWFWMD requires the attenuation of the 25 year, 24 hour Florida Modified storm with discharge to the pre-development rate while the City of .Clearwater requires the. attenuation of the 25 year, 1 hour storm with discharge to the pre- development rate: The stormwater management system has been designed to meet the ' ,criteria for both SWFWMD and the City of Clearwater. ORIGINAL RECEIVED ~~g 2 4 2006 P CIN OF C EARWA ERT „~ .- . .- ' ~~ ~ ~ 1 J ., _ ,. ~ ~, - ~ ,. ... F ~ ~ ~ ~ ~ ~ ~ ~ ~ r :.~ ~ ~ ~ ~ ~ ~ ~ ~ ~~• , .. *w .. g9 ~, F `4 - ~ ~ .. .. ~ ~ e ~ _ ~ ~. sy ti+r' ,. ~ .. ~ , , ~5.r 44 - ' ~ t . . ~ b ~,i .. ~ ~ ti i +•». TMEIVT PLANNING DEPAR ~ CttAMBLEE m ; APFROx~n~r~°scA~El~ '; , 600 0 500 STREET EXTENSION '~' ~ , o ~P SANDLEWOOD DRiv~ Pinellas, County ~ ° Unincorporated Areas . o 125139 ' ~ ' Clty Of FEATHERWO~ COURT LEGEND , xM. ~ Clearwater ilk SPEdAL FLOOD HAZARD AREAS INUNDATt~ CHESAPEAKE STREET ~ I>BY 100-YEAR FLOOD 12096 4 CHESAPEAKE i ywE Q °j C' !ON! A No lace Auud dawtloni dalerminad. `° . zoNE x .~ ZOMI Xe , Bna flood ei~watlon; d~temih~ed. ; ~ . .. ~ , ~ ' ,. ZpNE oat Flood depth of ~ to 3 ket lwwlh aroaf of ~~ ~' -• - S R ' . ~ poncen~; brae flood nbvadons dabrminad. ~ . w : ZOMi 40" ~ Flood depth d 1 m 1 ket Gnueiy sheet S .. r, flow on doplnQ leminlt awa®a depttr da4rmpnd. Fa area of alluv4l Gn flooding i' ` - wlocltlu alto de4rmined. 17 ZONE X M ~ w~ A~ To be protected from 100-yeav flood by ~ : rrderal florid pmteebn A'4dn under an- VIRGINI ~ stnttYloni nn base Road ekvatlem detQ- mtrwd. ';~ ZON! v Coat01 food with vebclty hanrd (wna ~ u .. co{rn}; nn hnae flood elevatfom detttmined, . ~ ~,~ - ,~. ' ~ ZtNK Ve (bettel flood wkh ~n+lntity hanrd trove " L _u~, ,. . ~ , ~. ~ anlorq; bore food ekryetlaro detamirrd. Pin llas County A u ~i g ~ . '~ > `- ' . ~~~ ~ ~ FIOODWAY AREAS IN ZONE AE .. ' ' Uninc rporated Areas W ~ ti r~ . .; .._ ~ ~ ~ ,~ ~ 4 .. L~ [YiIFF.R FLOOD ARFAS ~: l~ ~~ ~ :f)1'EX Afe6F of 5c0-year fooA, areas dto0-yew H d hh d h 125139 TENNESSEE AVENUE ''a.::;~ ~ ~,' 1 oo w mra8e rp dksUwn 1 Wot yr ailh drakrya anrac au tfian 1 aquae ndN: ~ =.~ ~ £, and aRVS proteMd 6y levees Gom tpt}.yaar ~ hood. ..;.,y~ g ,~,' ' .k ~ ..r . Q •' OTHER ARFi15 t ,,. CAROLINA AVENUE ~l `•`r r i 10nE X Aram deonmincd m be eutrldc SOO~ymr ~ i f Ooodplaln, ~~ ~ ONE ~ ! sOFQ O ~ ~an wMdr noad.luarrk ae urdetar- i r r. X ~~~ 1 19 l' r ir'e' i ~~ UNDEVELOPED COASTAL BARRIERS' , GULF-TO-BAY BWD 4 `~4' ~ , i i : ~', ~ •, 7 ~ .. \ .. y~ ~ 3 y. ~ ~ l 1, _ IdantMed .• Idarrtllled 0lharrLe ,itb] 1990 a LaM RolWed Areas i Thle is an dnelel copy of a poAlrn d rho ebae rcfarrncad neod map, h - ROGER was extracted wing F~AtITOn{Jne. Thi• mop does not reflect changes or amendments which may here been made eubeequent to the date on lhs i title dock. For the latest product iMormaOon about National Flood Irnurance Program nand maps check the FEfuIA Flood Mep Store et www.meo.reme.gw y.~ _ . r~ - __ _ ~ ~.`~ t ~~, 3 IJ 'r" , ~ ,. F.. f .' :1~; v t ~' e ii. f f."~ y{° 4f.: t~: _~;,: <- _ - - ~ ~' FED 2 4 2QQ6 PLANNING DEPARTMENT CIN OF CLEARWAfER ® • •• r • il~ s 4~~ ` `~ 1i~ aan ' II L [,!1 f~ ~. ~~' ~': , ` F 777 .'°~y~9 . ~~ r. f h Y3t _ _ ,~: ti a ~ Y'7 - . {~ _ ~ ~ `!~ ,mac l ~ r 2 ' _. . -cam. ~ ,a'~+1 1 ~.r• ~^+, ~ , ,. } it;: j •. ~ .: I C J~ (~~ ~ „y. ~'. x Ys ir'. ~~ ~ c ~I I~7a6r;2j. r • J ~' .>\ N 7•''r '~.jS I .-r ~' gib S ~ ~~ ~. ~,~ .~,v~"`r°: ~ ~~ r rye ' ~ .. ~~~ ~~ r f~C +i~ b: r ~'Rl ~~+'^~„?r ++1 '~ p. ~`~~. afaC.I \, ~. ' Y$ L ~ / .s•7_C F dS i ~ +, ~ _ • e. y ~ yam, ~Sar~c.. rG t"t'+s4. ~~lq X i ~V~ ~!` ~Yro-~'.+g.~,*~ ~ ~-,-~^' 1~ • :~~ "~,., ~ .. c~ .ate. ..-F•y~`~' \ .B ~~ , `+~` i.Sy iii t .~-. ~. 6'~.~W~~4~rY~a. ,n ~. ~ ~ ' •' '~~ - -' ;~~_ ar~T ~ a yr ~ ~~ ~ ` ~.. ~ .. t w `~ , <" .~ t s ~ 'at ,'li.~ • ~.~ ~. _:: ~ ~ Depth ~,:._ ,Soil name and mapping Flood hazard Depth to seasonal high water from - .. unit symbol a table surface ~,~ Adamsville Ad _________ ~~~, ~,--: ~lstatula. ;~.-. AfB--------------- ---- .• ar ~;;; ~A"fC------------------- ~~~ ,;As-------------------- '~ `Astor: ~: iAt-- ----- -------- ~~ ~; ~~ Au-- ------ -------- x.' r . , - Charlotte: Ch_________-- ~,- Coastal beaches: Co______ ~4F Elred: Ed_______________ ~'' 8" x: ~* _: ,Y, - ~: Felda: :'~ Fd------------=------- ?:,: j. .»~s ;~ . . '-;; ~ 'Fe-------------------- ~~ .` g-.. ~' ' ~' Fellowship: Fh________-- fi~' ~~ a ~ Immokalee: Im__________ ~' ,p~ ,Made land: Ma, Md. . .~o .valid estimates can be made. ~~ - ~.,' , _~ Myakka: My----------- Okeechobee: Ok_________ Oldsmar: Om__________-- ,"`Orlando: Or_____________ t: "::';Palm Beach: Pa_________ See footnotes at end of table. Once in 20 to 50 years for 2 to 7 days. , None------------------------ None------------------------ None------------------------ x -' - Every year for 6 months or more. - ' Every year for 6 months or more. Every year for 1 to 6 months____ Varies with tide_______________ Once in 5 to 20 years for 7 to 30 days. Once in 5 to 20 years for 7 to 30 days. Every year for 1 to 6 months___ None--- ------------------- Once in 5 to 20 gears for 7 to 30 days. Every year for 1 to 6 months____ Once in 5 to 20 years for 7 to 30 days. Every year for 6 to 12 months_ _ Once in 5 to 20 years for 7 to 30 days. Once in 5 to 20 years for 7 to. 30 days. None------------------------ Less than 10 inches for 1 or 2 months. DZore than 80 inches all year____ More than 80 inches all year____ From 40 to 60 inches for 6 to 12 months. . .Less. than 10 inches for 6 months or more. Less than 10 inches for 6 months or more. Less than 15 inches for 2 to 6 .months. Varies with tide_______________ Less than 10 inches for 1 or 2 months. Less than 10 inches for 2 to 6 months. Less than 10 inches for 6 to 12 months. Less than 10 inches for 1 or 2 months. Less than 10 inches for 1 or 2 months. Less than 10 inches for 6 to 12 months. Less than 10 inches for 1 to 4 months. _ Less than 10 inches for 6 to 12 months. Less than 10 inches for 1 or 2 months. Less than 10 inches for 1 or 2 j months. ', From 40 to 60 inches for 6 to 12 months. z~~u~ 0-80 0-80 0-80 -0-80 0-26 .26-80 ~') 0-80 ~') 0-30 30-35 35-62 0-30 30-41 41-60 0-26 26-38 38-62 0-.11 11-23 23-70 0-36 36-50 50-80 Classification USDA ., Fine sand______________ Fine sand__________ Fine sand_________. Fine sand_________. ;_ Fine sand______________ Fine sand______________ Fine sand______________ Fine sand_____________ Fine sand, shell _ _ _ _ _ _ _ _ Fine sand______________ Fine sandy loam _ _ _ _ _ _ _ _ Sand, shell______________ Fine sand______________ Fine sandy loam, loamy ~' fine sand. ;, Shell, sand_______'_______ Fine sand-------------- Fine sandy loam, loamy fine sand. Shell------------------- Loamy fine sand_ _ _ _ _ _ _ _ Silty clay_______________ Clay------------------- Fine sand______________ Fine sand______________ Fine sand______________ 0-18 -Loamy fine sand_ .. _ _ _ _ _ 18-44 Fine sandy loam_ _ _ _ _ _ _ _ 44-72 Fine sand______________ 0-16 Fine sand______________ 16-25 -Fine sand______________ 25-84 Fine sand______________ 0-26 Muck------------------ 26-55 Peat------------------- 0-34 Fine sand______________ 34-44 Fine sand______________ 44-65 Fine sandy loam _ _ . _ _ _ _ _ 0-16 Fine sand______________ 16-80 Fine sand______________ 0-80 Sand, shell______________ ORIGINAL RECEIVED FEB 2 ~ 2006 . _~ . P{;gNNING pEpARJMENT, CITY OF CLfA.RWATE~t'{,_ '` _ .. _.~ 6 ` _ ,. I TABLE 5. Estimated engineeri~y, _ - ' • Depth Classification .. ;: ~ Soil name and mapping ' Flood hazard Depth to seasonal high water from . . lj ~; unit symbol . :. ., .. ...:. table surface K'USDA .7 .. ~ - _ ' _._ ~ ;i Pamlico muck: Pc _ _ _ _ _ _ _ • ,• .: `~~ very year for 6 to 12 months_ _ ~ th 10 h f 6 to 1.. Less an inc es or months. nchea Mu 10-44 ck -- ------------- - - 44-65 Fine sand______________ - . # Paola: Pd B_ ________--- None________________________ More inches all year____ than 80 • 0-80 Fine sand________ _ ~ - ,;. .. ,; ... •` Pinellas : Pf _ _ _ _ _ _ _ _ _ _ _ _ Once in 5 to 20 years for 7 to Less than 10 inches for 1 or 2 0-18 Fine sand_ _ _ _ _ _ _ _ _ _ _ _ _ _ - - 18-35 Fine sand ~ = ..'30 days. months. - - - _ _ _ _ - - _ 35-54 Fine sandy loam_ _ _ _ _ _ ' - 54-80 Sand --.- x; ' ~ - : - •: Placid:. P n _ __ _ _ _ _ _ _ _ _ _ _ _ _ ~., - Every year for 6 months or - Less than 10 inches for 2 to 6 -17 Fine sand_- _ ----- ---- 17-80 Fine sand - .. ; .. :.. ,:more , `; _ months. , - ------ -- ,' . Pomello: Po =_____----- ., ______________ None----____-- From SO to 40 inches for 1 or 2 0-44 Fine sand______________' 44-59 Fine sand - .. months. ______________ 59-80 Fine sand--____-- _-- ,.:• Pompano. _______ - P ,. ;. Once in 5 to 20 years for 7 to Less than 10 inches for 1 or 2 0-14 Fine sand_______________ p_____________ • ., - ^- . ° i 30 days. months. 14-80 Fine sand-------------- :.- . ~,, Ps____________________ Every year for 1 to 6 months_._ Less than 10 inches for 2 to 6 0-14 .Fine sand_______.______ _ _ 14-80 Fine sand ; , . months. _ _ _ _ _ _ _ _ _ _ _ _ , ~ • ' Spoil banks: Sp. ' 1 ., No valid estimates can .t be made. . , ~ St. Lucie: St8 None__ _ More than 80 inches all year____ 0-80 Fine sand______________ ' _________________ _ - StC None__ _ _ ----------- ---- More than 60 inches all year____ 0-80 Fine sand______________ ___________________ - ____ • Su None____________________-_-- From 10 to 40 inches for less 0-40 Fine sand______________ ________________ than 2 months. 40-80 Shell___________________ _ ' ~ _ ' Terra Ceia: Tc y year for 6 to 12 months__ Ever Less than 10 inches for 6 to 12 0-42 Muck__________________ ' ________ • .. months. 42-65 Peat------------------- . ~' Tidal marsh: Td____-__-- Dailp______-- _-- -------- Less than 10 inches all year__--- (') (')--------------------- Tidal swamp: Ts________ ' Daily________________________ Less than 10 inches all year_____ (') (')--------- --_--__---_- Urban land: Ub, Uc, Uk, Um, Up, Uw. _ ~,~• , No valid estimates- ' : :: - . can be made. ,„ r- jr Wabasso : W a _ _ _ _ _ _ _ _ _ _ _ Once in 5 to 20 years for 7 to Less than 10 inches for 1 or 2 0-27 Fine sand _ _ _ _ _ _ _ _ _ _ _ F _ _ _ -- 27-38 Fine sand • 30 days. months. _ _ _ _ _ _ _ 38-50 Fine sandy loam, fine ', silty clay loam. ' ---__--- 50-62 Shell________ Wauchula: We _ _ _ _ _ _ _ _ _ _ Once in 5 to 20 .years for 7 to Less than 10 inches for 1 or 2 0-26 Fine sand_ _ _ _ _ _ _ _ _ _ _ __ _ _____ 26-35 Fine sand 30 days. months. _________ 35-80 Fine sand}-.loam, fine silty clay loam. ~ Variable. ~ High potential subsidence. ~ - ORIGINAL ~ - „ , RECEIVED ~' ~ ~ _ ~g 2 4 2006 F G DEPARtMENT .. pIANNIN R TE A OF CLEAR'`N CIN. +.yu>v.2 a~ ~'y'- ~ ... . w n '+.r •X~ ~ ,..q n n..wt,.} . fi . 4yt•n.~ ; a "tr a".+• ..u.. ..xt.~1-,: w° . .. .. -~ .ry.... _. :..b` r ....-. _ - .y $OIL ~ 14 . SURVEY _ ~ . I~' . ,. few small areas that are strongly acid throughout and do and brown. It extends to a depth of 80 inches or more. Reaction is slightly acid to very strongly acid in all layers. The water ; ~~ not have-marl accumulated In the lower layers. ~'' This soil responds well to artificiaLdi:ailli~g>;. If properly table is at a depth of 10 to 30 inches for 4 to 6 months every year and at less than 10 inches for 1 to 4 months. It is below a i ~ ' ' desigiie water-contro prat ices B,I~'Li'SlrcrTt-fs well suited t is to truck' and flower crops and improved pasture. I depth of 30 inches during dry periods. Myakka soils are associated with Adamsville, Astatula, and Pomello soils. They have a Bh horizon, Placid Immokalee , ll ` to citrus unless intensive water .control is poorly suited . established. • (Capability unit IIIw-3; woodland group 7) , , whereas Adamsville soi13 do not. They are more poorly drained than Astatula and Pomello soils. They are similar to Immokalee , . '~ - ~` ' ``" , soils but the organic-matter stained Bh horizon is closer to the ., surface. They are better drained than Placid soils. . Myakka Series - . ~ M akka fine sand M) .-This is a nearly level, poorly ~ d y The Myakka series consists of nearly level, poorly flats between sloughs and swamps. dramed soil on broa ~ ° drained sandy soils that formed in thick beds of acid ma- . ~ places it is gently sloping. The water table is normally I' ;. rive sands. These soils are on broad low ridges between at a depth of 10 to 30 inches. It rises to the surface fora sloughs and swamps in the flatwoods. and in small areas id short time during wet periods and falls below 30 inches ds d d i d d ` ge. ::,: on the upland r t 4 nd ab k fi bl i ' ' . ry,perio e ur ng exten imilar soils in f ll • ' ne sa ou s ac ahe surface layer ' TypicaIly; ' arches flock :Below ,.this is .loose gray fine sand ,about 12 s areas o Included in mapping are sma . which the layer stared with organic matter is only weakly ' ; , arches' thick :The next layer is organic-matter stained, k h thi 4 i b " ,defined. These inclusions make up no more than 10 percent . ~-_ ke il k l f I ', , nc es c out 1 .weakl;cemented, friable fine sand a s ma ee so a mmo of an ma ed area. Small areas o ° - Theupper art of this layer is black, 'the middle part is ish k ll t i d l up no mope than 10 percent of any mapped area. Small which ~ s ils d Old l ' r ' ye ow s ar ower par daik reddish brown, and the . , smar o a, an abasso, Wauchu areas of ~ ~ `brown: Below this is lighter colored fine sand that extends have loamy underlying layers in places, -make up no more "to a depth of more than 84 inches. Reaction is very than 5 percent of any mapped area. atrongly acid to a depth of about 20 inches and strongly- The water table h f 84 i h If good water control is practiced and the soil is fertilized s ited to truck cro s d i kk fi es. nc o ,this to a dept ;acid below. , p s u ne san a and limed, Mya . normally is at a depth of 24 inches.. ~ .special flower crops, and improved pasture. It is poorly ~ ' ;;;Myakka-soils have very low available water capacity, suited to citrus and is only moderately well suited to la,w-ns 1 low or~uc-matter content, and low natural fertility. mod- h t 16 i b f h and ornamental ph,nts. (Capability unit IVw-1; woodland + nc es, ou a o Permeability is rapid to a dept group 4) ___~_ ~......,,,... 7 a era 0~;,,.,l,aa A.nrl ra.nirl hPl~w this r3enth_ i ;Y 'Representative profile of Myaxxa nne sana jr A1-0 to 4 inches, black.(lOYR 2/1) rubbed fine sand; weak, ' fine, crumb structure; very friable: mixture of organic matter and light-gray sand grains has asalt-and- pepper appearance; many fine and coarse roots; very strongly acid; clear, smooth boundary. A2-4 to 16 inches, gray (lOYR 6/1) fine sand; single grain; ' .. loose; many medium and coarse roots; very strongly acid;- clear, smooth boundary. B21h-16 to 20 inches, black (5YR 2/1) fine sand; weak, fine, ;:.F crumb structure; weakly cemented; most sand grains a well coated with organic matter; many fine and me- ' dium roots and few coarse roots; very strongly acid; µ j • ~ clear, smooth boundary. B22h-20 to 25 inches, dark reddish-brown (5YR 2/2) fine sand; weak, fine, crumb structure; weakly cemented; sand grains well coated with organic matter; common fine and medium roots; common fragments of weakly cemented .black (5YR 2/1) along root channels; strongly acid; clear, -wavy boundary. B3&Bh-25 to 30 inches, dark yellowish-brown (lOYR 3/4) . fine sand; few, medium, distinct, dark reddish-brown ' (5YR 2/2) mottles and few medium,. faint, brown (lOYR 5/3) mottles; single grain; loose; most sand grains are weakly coated with organic matter; few fine and medium roots; strongly acid; gradual, wavy boundary. C1-30 to 54 inches, light yellowish-brown (lOYR 6/4) fine sand; single grain; loose; common. coarse roots; few - frngments of brown. (7.5YR 4/4) along root channels; strongly acid; gradual, wavy boundary. C2-54 to 84 inches, very pale brown (lOYR 7/3) .fine sand; ' single grain; nonsticky;-strongly acid. The Ai horizon ranges from gray to black and is 3 to 9 inches thick. The A2 horizon is gray and grayish brown to white and is 6 to 27 inches thick. In places it has few to many narrow vertical streaks of gray to very dark gray along root channels. Com= monly s transitional horizon ~ inch to 2 inches thick is between the Ahorizon and the B horizon. The organic-matter stained Bh horizon is at a depth of 12 to 30 inches. It is very dark-brown to black; is 4 to 19 inches thick, and is loose to weakly cemented. ' The C horizon is gray to very .pale brown, light yellowish brown, Okeechobee Series The Okeechobee series- consists of nearly level, very poorly drained organic soils that formed in thick beds of aquatic plant residues.. These soils are in depressions and low swampy areas. Typically, .the surface layer is black muck about 26 inches thick. Below this is very dark brown and .dark reddish-brown. felty .peat that extends to a depth of 65 inches. Reaction is slightly acid to a depth of 26 inches and medium acid below this depth. The water table is within a depth of 10 inches or the soil is covered with .shallow water most of the year. Okeechobee soils have rapid permeability, very high available -water capacity, .very high organic-matter content, and high natural fertility. . Representative profile of Okeechobee muck: Oa-0 to 26 inches, black (N 2/0) muck; weak, coarse, crumb structure; friable; less than 5 percent fiber, rubbed and unrubbed; about 80 percent organic matter; many fine roots in upper part of the horizon; sodium pyrophosphate extract color is dark brown (lOYR 3J3) ; slightly acid; gradual, smooth boundary. Oel-26 to 34 inches, very dark brown (lOYR 2/2) partly decompposed organic material; soft, felty, fibrous peat; black (lOYR 2/1) when rubbed; massive; 60 percent fiber when unrubbed, 15 percent fiber when rubbed;. about 85 percent organic matter; sodium pyrophos- phate extract color is light gray (lOYR 7/2) ; mechum acid; gradual, smooth boundary. Oe2-34 to 65 inches, dark reddish-brown (5YR 3/4) partly decomposed organic material; soft, felty, fibrous peat; desk reddish brown (5YR 3/2} when rubbed; massive; 60 percent fiber when unrubbed; 20 percent fiber when rubbed; about 90 percent organic matter; medium. acid. The Oa horizon is black or very dark brown a3u&1s~~30 inches thick. The Oe horizon is dark-brown or ~~t``{! h- RECEIVED FEB 2 ~ 2006 ' . _ PIAIvNING DEPARTMENT. . ,. ., . ~a „. _ W A, C EAR ~ ,, Cl"Y OF L ~:~ . - s - {•. . ;:, - ~: • A, e k : .' .. PINELLAS CO 'brown felty peat 13 to more. than 50 inches thick. Reaction ranges from medium acid to moderately alkaline in all layers. Okeechobee soils are associated with Astor, Felda, Pamlico, Placid, Pompano, and Terra Ceia soils: They are organic soils, whereas Astor, Felda, Placid, -and Pompano soils are mineral -coils. In contrast with Pamlico and Terra Ceia soils, they have ;a;layer of brown felty peat below the black muck surface ,layer: They are less acid than -Pamlico soils., x - Okeechobee muck. {Ok).=This is a nearly level, very poorly ; aiained organic soil in depressions and in broad .glow swampy areas. The water table is at a depth of less %than'10 inches or the soil is covered with water for 6 to 12 months in most years.. - - .Included in'mappmg are small areas of similar soils that '" have a highly decomposed organic surface layer more than 35 inches thick. These inclusions make up no more than 10 percent of any mapped area. Also included are small ~.: arreas, of .organic sods that have mineral horizons within a ` ' `depth `of 50 inches. ~ 3 - ` ~ If ,adequate water control can be provided, this soil is well suited to special truck 'and flower crops, improved - ~, pasture grasses, and lawn grasses and ornamental plants. The surface should be flooded when the soil is not used for crops. Many areas do not have drainage outlets, and ;.-water control is difficult to establish. Only- a few. areas ":''have,been drained. (Capability unit IIIw-5; woodland ;;;group 9) . ~~«Oldsmah Series - :° The Oldsmar series consists of nearly level, poorly ::drained sandy soils that formed in thick beds of sandy aad loamy marine materials. These soils are on low ridges -;between sloughs or s«=amps in the flatwoods. " ;Typically; the surface layer is black fine sand about 5 - °=inches thick. The next layer is loose fine sand about 29 ,::inches thick. It is gray in the upper part, is light gray ~`. in 'the-lower part, and has .dark-gray vertical streaks along root channels.. Between depths of about 34 and 44 .,: inches is a layer of ,very friable fine sand that is weakly `- cemented with organic matter. The upper -part is black, and the-lower part is dark reddish brown. Between 44 _" and 65 inches is a layer of coarsely mottled, brown, `' ggrrayish-brown, and olive-brown friable fine sandy loam. .°Reaction is very strongly acid to a depth of about 44 '`inches and slightly acid below this to a depth of 65 inches. The water table is at a depth of about 20 inches: ~,; Oldsmar soils have low available water .capacit ,low y or~ania-matter content, and low natural fertility. ~erme- 2 _ abihty is rapid to a depth of about 34 inches, moderately rapid between 34 and 44 inches, and moderate below this depth.. Representative profile of Oldsmar fine sand: Al-0 to 5 inches, black (lOYR 2/1) fine sand; weak, fine, crumb structure; very friable; mixture of organic matter and light gray sand grains has asalt-and-pepper ap- pearance; many fine, medium, and coarse roots; very strongly acid; clear, smooth boundary. A21-5 to 12 inches, gray (lOYR 5/1) fine sand; single grain; loose; common medium and coarse roots; common vertical streaks of dark gray (lOYR 4/1) along root channels; very strongly -acid; gradual, smooth boundary. A22--12 to 34 inches, Light-gray (lOYR 7/1) fine sand; single grain; loose; common medium and coarse roots; common vertical streaks of dark gray (lOYR, 4/i) along root channels; very strongly acid; clear, wavy - boundary. - FE$ 2 4 ZOOfi " ENT 15 rxTY, FLOxmA Pt.ANN1NG DEP TM R A ~ T p ~ / B21h-34 to 38 inches; b1hC1[~(~)~~~'fi7d~§~Rd; massive; weakly cemented; crushes with slight pressure; very " ' ~ friable; most sand grains well coated with ,organic Z matter; common fine, medium, and coarse roots; very strongly acid; clear, wavy boundary. B22h-38 to 44 inches, -dark reddish-brown (5'YR 2/2) fine •. - sand; massive; weakly cemented; crushes with slight .. pressure; very :friable; common fine, medium, and , coarse roots; common coarse fragments of weakly . - cemented. black (5YR 2/1) sand grains well coated with organic matter; very strongly acid; clear, wavy boundary. B2t-44 to 65 inches, coarsely mottled, brown (lOYR 4/3), grayish-brown (lOYR 5/2), and olive-brown (2.5Y - 4/4) heavy fine sandy loam; massive; friable; many fine roots and few medium roots; sand grains are ~ ' bridged and coated with clay; slightly acid. The Ai horizon ranges from dark gray to black and is 4 or 5 t inches thick. The A2 horizon is gray to light-gray sand or fine ;4 sand and is 26 to 36 inches thick: The A horizons are strongly acid or very strongly acid. The Bh horizon occurs at a depth of ' `-~ " 30 to 40 inches and is 6 to 18 inches thick. It is reddish-brown, ' ,~ ' ` :dark-brown, or black sand or fine sand that is weakly cemented ~ _ . and .very friable. -The Bh horizon is slightly acid to very . , strongly acid. In places a thin horizon of light-brown sand I occurs between the Bh horizon and the loamy Bt horizon. ., The Bt horizon is -gray to brownish-yellow fine sandy loam to ..fine sandy clay loam and is 20 to 40 inches thick. In places the lower part of the Bt horizon has accumulated secondary carbonates along root channels and in scattered nodules. The Bt horizon ranges from slightly acid to moderately alkaline.: ; • ; In many places, a IIC horizon is below the Bt horizon. It consists of sand mixed with shell fragments and ranges from 1 foot to several feet in thickness. The water table is at a depth of 10 to 30 inches for 2 to 6 months in most years, and at less than 10 inches for 1 or 2 months during wet seasons. .The Oldsmar soils are closely ,associated with Wabasso, Elred, Pinellas, Myakka, Immokalee, Astor, and Pompano ` ...coils. They have a thicker A2 horizon and a deeper Bt horizon , . than Wabasso soils. They have a thicker A2 horizon .than "-:Elred soils and also have an organic=matter stained Bh horizon. -_ <.In contrast with Pinellas soils, they have a Bh horizon and do . - s not have accumulations of carbonates in the lower part of the A2 horizon. They differ from Myakka, Immok"alee, and Pom- panosoils mainly in having a loamy Bt horizon. They are not so poorly drained as Astor soils. Oldsmaz fine sand (Om).-This is a nearly level, poorly - in the flatwoods: drained sandy soil on broad low ridges ; The water table is at a depth of less than 10 inches for , 1 or 2 months during wet periods and at 10 to 30 inches for 2, to 6 months in most years. Most .areas are periodi- cally wet. - Included in mapping are small areas where 'black or brown stained layers are within a depth of 30 inches, , where loe,my layers are below 40 inches,. and where loamy layers are within a depth of 40 inches. These inclusions make up about 10 percent of any mapped area. Similar soils that have a thin, light-brown, organic-matter . stained underlying layer make up about 10 percent of some ma~ped areas, and small areas .of Myakka and 'tea- basso so s make up about 5 percent. - If water control is adequate and the soil is well managed, Oldsmar fine sand is suited to special truck and flower crops, improved pasture grasses, and lawn grasses and, ornamental plants. It is poorly suited to citrus. Response to drainage and management is good. Much of the acreage has been developed for residential use. (Capability umt IVw-1; woodland group 4) Orlando Series, Wet Variant The Orlando soils mapped in Pinellas County .are a wet variant of the Orlando series. They are nearly level, F~.Y,.r~; .~ .. ,. _ . ...~... _ ..s-:~:.....r+..., to - r- -. . r, .._h;. ~. *'k .~ .. r. ~ .,,s. ~.f,•t.....~ i ' ~ t ~ FEB 2 ~ ~QQ6 ;, .. _ =~~ ~ ~ pzrr>J>Jz1AS coIIrrTY, r~,oxrnA ~ PIANNING~DEPARTME~NI' ~ _ 2~ ' any mapped area. (No capability or woodland classifica- tion) .Urban land-Myakka complex (Um).-About 30 to 50 percent of this complex is Myakka fine sand, of which • 15 to 30 percent has been modified by cutting, grading; and shaping. About 25 to 40 percent of this complex is `:-Urban land. that is covered with houses, industrial build- . ,~ ings, other structures, and .pavement: Spoil materials '-:from drainage canals and from street excavations have ' ~"been used 'to fill low areas or spread on the surface of "other soils." °. Included in mappingg are small areas of Adamsville, .Astatula, and Immokalee soils that .make up no more - _ 'than 15 percent of-any mapped area. Small areas of Made eland and small areas more than 75 percent of which are " ° covered with 'urban facilities also are .included.. (No capability or woodland classification) `Urban land-Pomello complex . (Up).=About 25 to 55 percent of this complex is Pomello soils, of which 10 to " 25 percent has been modified by cutting, grading, and - shaping. About 25 to 40 percent of this complex is Urban land that is covered wuth houses, industrial buildings, -other structures, and pavement. Spoil .material from - ~°grading and leveling operations has been used. to fill low areas or has been spread over the .surface of other. soils. Included in mapping are small areas of Astatula fine - sand, Immokalee fine sand, and Myakka fine sand that make up no more than 15 percent of any mapped area. As much as '75 percent of a few small areas is covered :.with structures and pavement. (No capability or wood- - ..land classification) Urban land-Wabasso complex (Uw).-About 35 to 55 ,.`>, percent of this complex is ~Pabasso fine sand, of which . ' ,10 to 30 .percent has .been modified by cutting, grading, and shaping. About 25 to 40 percent of this complex is _ Urban land t_ hat is covered with houses, industrial build- - 'ings, other structures, and pavement. Spoil material ',:from drainage canals -and-from street grading has- been "' ry "_-used to fill low areas or has been spread on the surface ~',of other soils. '`- Included in mapping are areas of Oldsmar fine sand -that make up as much as 15 ercent of some mapped - areas, and small areas of Pinellas fine sand and Elred fine sand that make up about 5 percent. (No capability or woodland classification) R'abasso Series The VPabasso series consists of nearly level, poorly drained sandy soils that formed in beds of sandy and loamy marine sediments. These soils are on broad low ridges m the flatwoods. Typically, the surface layer is black fine sand about 5 inches thick. Below this is gray, loose; leached fine sand ..about 22 inches thick. It has a few vertical streaks of very dark gray along root channels. The next layer is black, weakly cemented, emery friable fine sand 5 inches thick. Next is dark-brown, very friable fine sand that contains fragments of black, weakly cemented fine sand. This is underlain by dark grayish-brown fine sandy -clay loam mottled with olive brown; it is about 6 inches thick. Below this is coarsely mottled dark-brown, olive-brown, and grayish-brown fine sandy loam about 6 inches thick. - Light-gray sand mixed with shell- fraadments is between ...:::_ ! ~-~ r CITY OF CLEARWATf R depths of about 50 inches and 62 inches. Reaction is ver. strongly acid to a depth of about 27 inches, slightly acic between 27 and 32 inches, medium acid between 32 any 38 inches, slightly acid between 38 and 50 inches; any mildly alkaline below this depth.' The water table normally is at a depth of about 25 inches. - ~ ~~ VPabasso soils have low available water ca~acit~ y,low organic-matter content, and low natural fertihty: Perme- ability is rapid to a depth of 27 inches, moderate betweer. 27 and 50 inches, and rapid below this depth. _' Representative profile of VPabasso fine sand:, Al-0 to 5 inches, black (lOYR 2/1) fine sand; weak, fine, crumb structure; very .friable;. mixture of organic matter and light-gray sand grains; many fine and' medium roots; very strongly acid; gradual,-smooth boundary. ~ _,..g A2-5 to 27 inches, gray (lOYR 6/1) fine sand; single grain; .loose; few fine and medium roots; few vertical streaks ' of very dark gray along root- channels; very strongly acid; clear, smooth boundary, - ' B2h=27 to 32 inches, black (5YR 2/1} fine sand; `massive; firm; weakly cemented, crushes easily -with slight pressure; sand grains well coated with organic matter; many fine and medium roots; few gray streaks along root channels; slightly acid; clear, smooth boundary. B3 & Bh-32 to 38 inches, dark-brown (7.5YR 3/2) fine sand; weak, fine, crumb structure; very friable; most sand grains coated with organic matter; common fine roots; weakly cemented; common fragments of black i, (5YR 2/1) along root channels; medium acid; gradual, ' smooth boundary. B'21t-38 to 44 inches, dark grayish-brown (lOYR 4/2) fine 'I sandy clay loam; common, medium and coarse, dis- tinct, olive-brown (2.5Y 4/4) mottles; moderate, medi- um, subangular blocky structure; firm; many fine and 'I medium roots; sand grains are bridged and coated with clay; slightly acid; abrupt, smooth boundary. B'22t-44 to 50 inches, coarsely mottled, dark-brown (lOYR d 3/3), olive-brown (2.5Y 4/4), and grayish-brown (2.5Y. , 5/2) fine sandy loam; weak, moderate, subangular 1, blocky structure; slightly sticky; common fine roots; sand grains are. bridged and coated with clay; slightly acid; clear, wavy boundary. IIC-50 to 62 inches, light-gray (2.5Y 7/2) sand and shell fragments; single grain; loose; mildly alkaline;;, calcareous. The Al horizon ranges from dark gray to black and is 4 to 7 inches thick. The A2 horizon is gray to light-gray sand or fine sand and is 10 to 23 inches thick. Depth to the B2h horizon is 20 to 30 inches. This horizon is dark reddish-brown, dark-brown, or black sand or fine sand and is 4 to 12 inches thick. The Bh horizon ranges from slightly acid to very strongly acid. In many places a B3 &- Bh horizon, 4 to 6 inches thick, is below the Bh horizon. It is dark-brown to dark grayish-brown sand and has black, weakly cemented nodules. of sand scattered through it. The B'2t horizon occurs at depths of 29 to 40 inches. It is gray to dark grayish-brown and brownish-yellow sandy loam or sandy clay loam and is mottled with gray, olive, olive brown, grayish brown, brownish yellow, and strong brown. The lower part of the B'2t horizon is more strongly mottled and, in places, contains carbonate along root channels and light-gray to white secondary carbonate material. The B't horizon ranges from medium acid to mildly alkaline. A IIC horizon of gray sand mixed with shell fragments occurs below the B'2t horizon, com- monly within a depth of 60 inches. In places the IIC horizon is as much as 15 feet thick. The water table is within a depth of 10 inches for 1 or 2 months during wet seasons. The rest of the' year it is at a depth of 10 to 40 inches. The Wabasso soils mapped in Pinellas County have a B horizon that is less acid than. the range defined for the series. This difference does not appreciably- affect use or management. Vi'abasso soils are associated with Astor, Elred, Felda, Manar ' tee, Myakka, Oldsmar, and Pompano soils. They are not so poorly drained as Astor, Pompano, and Manatee soils. They have a Bh horizon that is lacking in Elred, Felda, and Pompano soils. They have a loamy Bt horizon that is lacking in Myakka • r .~r, ~. . ry ~' . - _. sort SURVEY - 24 . - than"30 inches~thick, whereas that soils. Their A horizon is less - B'2t-55 to 80 inches, gray (N 6/0) fine sandy loam; few, distinct, very dark gray (lOYR 3/1) mottles; medium thick., :. " ' - of Oldsmar soils is more than 30 inches ' poorly -This is a nearly level d (Wa) ~ ' , "common, coarse, distinct, yellowish-brown (iOYR 5/6) mottles; and few, medium, prominent, red i k , . .Wabasso fine san ( drained soil on broad low ridges in the $atwoods. The c y; 2.5YR 5/6) mottles; massive; friable; slightly st rains are thinly coated and bridged with clay; T sand ' `water -table is within ~ a depth of 10 inches for 1 or 2 th Of 10 to 40 d t d g few small sand lenses;. very strongly acid. 8 4 t d i ' ep a a • months during wet SeasOIIS an s o Y I The Al horizon ranges from dark gray to black an •. aches foT 2 to 6 months in most years. - • . ing are small areas that .have & then d in ma d " I l inches thick. The A2 horizon is light-gray to gray sand or fine . ~ sand and is 14 to 23 inches thick. A B2h horizon occurs within pp u e nc ~hght•brown 'stained layer. Also included are areas . of than 15 percent r - ' 4 ~ a depth of 30 inches. It is dark reddish-brown to black sand or tthe ~ - `~ tw b h c d e make up no .mo Oldsmar soils "that of any mapped area and small areas of Myakka soils een e s commonly of lighter brown sand in her thick, B2h and the B't horizon. The B'lt horizon is dark-gray or ; .. l that make up about 5 percent. eriodically wet but responds nd is oam grayish-brown to light-gray sandy loam to sandy clay -and is 6 to 28 inches thick. It is highly mottled with shades creas s d i f p a •Wabasso a sa well to water-control practices. It is well suited. to special ' e n san of gray, brown, red, and yellow. The content o between depths of 40 and 60 inches. Reaction is strongly acid and im roved astute grases. flower and truck CTOps P P to very strongly acid in all layers. The water table normally is ithin a depth of 10 i i :~ It is moderately well suited to lawn grasses and Orna- `mental plants and to citrus trees if .water control is estab- s w t at a depth of 10 to 30 inches, but inches during wet periods. It drops below 30 inches during ~and.maintained. 'Response to mineial .fertilizer . 'hshed ' :dry periods. ~ Wauchula soils are associated with Adamsville, Felda, . . ~ ~-: ~is good. (Capability unit IIIw-2; woodland group 6) Immokalee, Manatee, Myakka, and Placid soils. They ;have an rizon and a loamy Bt horizon, both of d Bh h r.,^ ~,µ "y : ~Ser><@S ' Wauchula ` o organic-staine which. are lacking in Adamsville soils. They have a weakly cemented stained Bh horizon that is lacking in Felda soils. . ' . '- ~ ° .-' ~ "_ ~~ • The''9Gauchula series Consists of nearly "level, .poorly They have loamy underlying layers that are lacking in Immokalee and M"yakka soils. They- are better drained than drained: sandy soils that formed in sandy :over foamy Manatee and Placid soils. . marine sediments These soils are .on low .ridges in the Wauchula fine sand (W c) .-This is a nearly level, poorly ' . $atwoods drained soil on broad low ridges in the flatwoods and in Typically, °the Ysurface layer is black fine sand about a few low flat areas on the uplands. The water table is at 6 inches thick. Below this is fight-gray fine sand about 20 a de th of 10 to 30 inches for 2 to 6 months in most years. p inches thick. The next -layer is fine sand, about 7 inches within a depth of 10 inches for 1 or 2. months during It is ' thick; that is weakly cemented with organic matter. This layer is black in `the. upper 2 inches and grades to dark wet seasons. ° Included in mapping are small areas where the layer reddish brown in the lower part. Below this is dark yellow- stained with organic matter is at a depth of 30 to 40 inches ish-brown loamy' fine sand, 2 inches thick, over mottled and the loamy underlying layers are at a depth of 40 ' ish-brown fine sandy clay loam about 20 to 35 inches a These inclusions maka up no more than 10 inches or more gr y thick. Gray mottled fine sandy loam is between depths . percent of any mapped area. A few small areas have of 55 a,nd 80 inches: All layers are very 'strongly acid. slopes of 2 to 5 percent. Areas of Myakka fine sand make ' The water table is at a depth of about 20 inches. capacity, lo~v low available water h il up ~ much as 10 percent of some mapped areas. well suited to lawn grasses and ornamental il is T}u . ave, s Wauchula so organic-matter content,. and low natural : fertihty. Per- . s so . P~ plants. It is well suited to special truck and flower cro s meability is ,rapid to a depth of 26 .inches' and moderate citrus, and improved pasture .grasses in areas where a d maintained" ll d below. -" ' Representative profile of yauchula fine sand: . an e water-control system has been insta `Response to management is good. (Capability unit IIIw- Al-0 to 6 inches, black (lOYR 2/1) fine sand, weak, fine, crumb 2; woodland group 6) structure; very friable; miature':of organic matter and light-gray sand grains has a salt-and-pepper ' = appearance; many fine, medium, and coarse roots; d h b ,,7 p . U$e (Z72u M~L7ZlZ9emel~Lt Of the ~.70Z13 ary. oun very strongly acid; clear, smoot A2-6 to 26 inches, light-gray (lOYR 6/1) fine sand; single few medium and coarse roots; streaks of l se i Pinellas County is urbanizing rapidly. Land that only ; n; oo gra - dark gray (IOYR 4/i) along root channels; very strongly acid; clear, smooth boundary. a few years ago was used for commercial production of other farm s truck Cro it n t P B2h-26 to 33 inches, dark reddish-brown (5YR 2/1) fine sand; friable• weakly r t , p rus, c d oat Hues tre resen he Converted to nonfarm uses. If p y ure; ve weak, fine, crumb struc firm; most sand grains well coated with mented c soon very little land in Pinellas County will be put to ; e organic matter; many fine roots; very strongly acid; ' clear, wavy boundary. i farm uses. the soils a.re rated for various nonfarm In this section , Bah-33 to 35 inches, dark yellowish-brown (lOYR 3/4) loamy - fine sand; weak, fine, crumb structure; very friable; , uses, their engineering properties are evaluated, and their ildlife is d - many sand grains thinly coated with organic matter; - w for farming, woodland, an suitability . few fine roots; very strongly -acid; clear, wavy cussed. boundary. 2 fine sand r B'1t-35 to 55 inches, grayish-brown (10YR 5/ y y clay loam; common medium mottles of ellowish red Town and Country P1aIIn><Ilg ~ (5YR 4/8}, red (2.5YR 4/8), and yellowish brown (10YR 516) ; moderate, medium, subangular blocky sand grains are roots fi ~ The ppopulation of Pinellas County is about 500,000 and f the county is urbanized, h M ; ne ~' structure; friable; common ed and coated with clay; very strongly acid; brid o uc is ra idl increasing. 800 per square mile. is about 1 n densit ti l h g gradual, wavy boundary. , y o a e popu and t ORIGIPI~,L .i ,, < c:: x.T r~. . it . j ~rt_.., ..... t,:- rw~s .:: ~..~„ k .,y t_,...T ~ ,g.,...~, . -m +^^~ i .~.r 13~>3~ I~jYG{t G~ EAR-:S`'"` E:,KN G'`I N~iE aE R:' i~N'G j S E ~R ~V If.C fE~sS f 'N C~0 R f?,~0 R°"A T' E,~D`~~ s G;eotechnrcaf Engsneerng ~ Cons'truction M_aterra"Is Testing t ~~~"e ' ~s ' ~ ~ µ .~' ,-~~ ~ ~ r r ~' i c fu ,, ~ ~. 1 { ~ .« ~ , ~~'~~.t; ~' ~ ~ `~ ;~t '~ _~ ~Apn1~~5 2005 -i ~s~~f - r. ~ a ~ 4i fi c ~ _ ~ x r ~.~ d_ t` allmark Developirient ofiFlonda; Inc ~~' '~ TPA O`` Box 17309 . Y' a' Y_ F ~'_ f i r r ~/aClearwater, Flonda 33762 -~ _ s _ ` _ ~ _ - E Attention Mr Robert'Male a , I ~~ ~ ~ - ~ ~ : ~a5 ~RIC>I ~ ~"~ ~_ ~ ,.i. yam?. ~ ~ ~ r ~ , ~~ NAL f~ -~r :~, ~ ' ~ :~.~ ~ ~ - RECEIVF'D '- ~' ~ - ,, t __ ~ - f , .~" a - '` RE Report of the Drainage Area Borings F ~ 1 ' ' b Rue Educational Publishers Addition ` ~' _ ~~8 ~2 ~ ~2~Q6 ' ' ' S ' ' a ~ ;~~, ,` ~ Glearwater,Floi->da ~ ~< ,, ' PCANMNG DEPARTMENT ~ `'~ `Our File L •057066, s `, ~.. "` CITY OE.CLEAR`JVATf;R ~ ,4. 1 is _~ ` ~ ~ ~.~Report No =O1 ~ ~ s: ,c ~ ~; Dear Robert. r r ~ ~ ` s ~ rI ~r E , In accordance with' your ~requesf and'authorizatioi, ~DRIGGERS ENGINEERING ''"~ ;" j~r~'= SERVICES, INC~~has'coinpleted the subsurface `soil investigation on-the subject site The purpose of "~' ~ `this`invesh anon was to identi :shallow soils and oundwater conditions for use a.ri evaluator normal , , ` . g~, fy ~' ,, g ' ~~}~.~~ ~seasorial lugli~grouridwater.leveis i ~ ~ ` , ~ ,~. t h`?i ~f h f 1 ;} r' t f r f~.,s i 1 ,~ y ';~ e 1,>' .;s f .',5 ,~' "~ 1 ~ r r>y , FIELD GEOTECHNICAL INVESTIGATION 4 F 'g- I' ` ~ z + ~ ~" 8 ~ ~ ~' 7 ~A ; i ~~ - 1 S.'~ - s.. ~~ To identify soil and groundwater conditions'~three'(3) hand auger classification borings were, _; 4 ~,~4 £` t requested and~perfonned on Mardi 23 and 24, 2005: The bonng locations were staked by our '~ ~' ', ~ x 1 ` ,,,~, ~' ' a' 'eoteclinician with reference to existm oriel and site features and the a roxlmate locations 'are ~ ~, ,~ ~ g ~~~~ ~ ~ w ~ g p ~ r_~.~., ,i., ~, ,_, PP t..^ - r -. ~... < -S~ .~ rovide'd on the attached~~Plate I: a ~ -~ .. ~. ~ R ~/> ~ r a < € , 3 %~ ~ ~ r ~~ x .. ' ; fi°: <~~ y ~ The classification bonng"s were advanced to nominal depths of46 0 to 10 0 feet below existing . _~',~„ ~grades'utilizuig hand auger equipment 'Soil types were initially classified in th'e field virtually ' ~~'; ~ kcontinuously;`from below. existing grade by oui geotechrucian =Representative samples were returned to' ~ " ~; _ ` r ~ * ;,a5* } ,mss _s .y.. a .+r' '° ~ ~ 't r" '{ e. x ~ .+ ~ ~ -r ~i ' c ~. y t '^ ` the laboratory for examination by the: protect engineer and developmerii of bonng logs ~ The appended ~ ~ ~ - .xi'~'~' .w "2'.. n. ar•~"a fi~.:~ ~ 3- ~ ,..y ,~....y. } _ _ y' y.."" ~ ai. ~~ ~'- a ,, ,:'r " ,=burin°` lo~ s ~ reseri~`visual.anilestimatednUnfied Soil Cl'assificatiori versus "d '` th ~fo' ether•with~_~ ~ . x~' ,. _ . ~ h~~r`` • grOUlldWateT ~1nfOrITlltlOn m ~ x .,~~' i ~ ohs ~ ~ ~; =t,~ ,~~ri ~Saraaota _ ~ ~ r :;~ Clearwater ;~ ,' '- ~: - .Tampa s PJ~ie941371 3949• s ~ 32220 49th SVeet North ~ Clearwater. Florida 33762 Phone 813.948 6027 ' Fx"~94L371,8962 "r Phone 727:5711313 • Fax .727 572.4090 ~ gFax 813 948 7645 ers-eng coin ~- s, . ~ , clwofflce®drtggers-eng coin ~ ' ~~ '~, ~aotiyce(~driggerse~g:com, . ;.+~.... bc. a { :~ ~ ~ `~ r~. z, +~ 3 { o' i v ,'~ h~~ ~ ~ ~ ~ r r ~. '~. -` s ~. ;~L.D`f`~ ZOQ6 s, ~ ~ ~,` °,- ~ T r l ~ ~_ Pt.AIvNWG D~pARTMENT ~ 2 ~ . ` OF GLEARWATER 4.. d~ ~, i ~ e .Y . Y ~. '` GENERALIZED`SUBSURFACE CONDITIONS --_a , ,`~ { SOIL TYPES The exploratory bonrigs typically;'identified the presence of an upper unit of f ne `~~sands'with variable silt, clay and.,orgariic fines content .These soils generally;compnsethe SP, SP SM ; ~~aiid SM'Umfied~Soil classifications With depth, the fines content and plasticity of the soils increased, ^~~, ~. ~. resulting m SC_,`CL and CH classifications Since bonngs'HA 2' and HA 3 were conducted within the` ~ existingexcayated ponds, ,the clayey4 soils were naturally encountered at shallower depthsrbelow, the ~ {~ ~' ~~~pond~bottoms~# ~,' :f ~> ~, ~ J a -F'{~'4 ~ ~ ~ ~; ~ - ~. f- + ~ ~ - r ~ - ~ F r ~ p ~~GROUNDWATER LEVELS _ TheUmted States~Dep~artment~~of Agriculture Soil Conservation ' Service~.Soil Survey4of Pinellas County"indicates that the development, is primarily located within an area ., . ~ ~: z ~ "-- , ,. ~ _ ~ , L of Oldsmar and Wabasso fine sands which have a repoited normal seasonal high water table within a ~' ~s ..~~ ~ - foot of the origmal~ground surface during thewet season. ~ ' .t. ~ ~_ ; ~. ,~ t. . ' '' Groundwater, was evidenced at depths ranging from 0 2 and 0 S.feet below~the por'id bottoms ~ . ., ~ ,. , , ,. ;y . , , , and 6.4'feet beneath the grade along the nortfi,bank,of ttie north pond `` WIuIe the borings were ~ , conducted during the dry time of the year, some rairfaIl had occurred prior to; our field studies, likely , t { affectuig the measured groundwater levels ul,the`ponds 'A'summary of me''asured and estimated ` . ~ ~ ~ er levels is presented m Table I below ~ Ground surface elevataons~,were,_ , ~~; nonnal `seasonal high groundwat "z y ~;~ t fe r •- ~'~ - ~ _ r . ~ ~r ~ ~~ t ''., }~ estimated from topographic data on theysite plan provided for ou'r use: ti ~'' t 4- id ~ --'~ .r 3 ;k ~ ~ , , ~TABLE~I '= F a ~ ~:: r ~ r GROUNDWATER DATA ,~ ~ '; y-r ~ ~ i ` ~' 1 'k; ~~ } =Se Pl te I forbo ig'lo atio ~ ~~ ~ - _ ~= a e ru c ns t .p 1 ,3 - f d C : 3 r ~ ~ .p L - ~ ~ - `,. ' 0. 4 - ~ Fy r _ : ~, r s r 5 4 S i - i J- ~ = - ,., t ~t, .'/ i .... -'1.,..-......-..-.,-.,ej .-.....~... ~.~... cam...: .... .-. L..+ e-. r. r. r. r.~te~ri.. E < h~~ ., a .. ..rt .iz .. ~r.~Y -- ` r ;, ~ APPROX ~ MEASURED `-ESTIMATED NORMAL . ~ ~ BORING '°"GROUND r GW ~ ~ <~ SHGWDEPTH,',,.n ELEVATION . DEPTH ~ ~ ~ (ELEVATION) i 5 ~ _ ' ~° LEyATION) ~~ ~ , ~ t -...f .S _ n ~ ~ -N ~ ~ HA 1 2 ~ ~; +26 _ ~ ~ 6 0`~(±202) ~ 3 2 (+23 0) ~` _ . _ ~ r ~ + ~+~ ~ ~4 ~ HA2 ~ +200 t 02(+198) : _ ~ 10( 290)' ' ~ ..x* .~-, a ,.% ~ , r ~ i~3`~^° ^~ ^'.~.'°rd' ~ F ~.. <e} _y,... Y 0 ~ + 7 r Yrt:~.. +'!" ~ IY4T.. r...K 1_.~ ~ L 1 x ~ ' AA 3 ` + ~ ~ ~ 19. 0 5~(+18 5) , 2 0 (+17 0) . . _ ~ ~ - ~. _ ~ _ }e ,~ r '~ r t y r L tt, ~ y F"t ~ ,p ~ -f •i. 7 f- t r '. ~ it ~ "1; `7 ~ t 1~ - ~ - ,,, . r .. ~,r •~ .,~,,~. s z - . I ~, , K ., - • Y y1 ;.,'fi'r}, t~~ -,~ 4 : ~ - ~ - _ "~'. 'h. _ .~. ~ ~ 4 ~' P - ~ 3 { ~ ~ ~ r~~ ~~Note that the estimates above are based upon examination of the soils~recovered from the ~ , { r ~ ~,~„~, .~' it N': G r t ~ x"` j i a Y ~ T ,. ~ - `. i'+ ~ : " ;` ti -.r .. 1 ," 3 .r, -.' ~. ' ~; rt exploratory borings, site topography and review of the Soil Survey As'can be seen'by the above' tablet ' 4 {~" ~~normal seasonal high groundwater levels would occur above the lower'perineability clayey} soilsY ~ ,4 _ ~ K~ : ~. ~. .P q vh 1t.H HMI .. ~N C ... `4 Z - V "~` ~, ~~;evidenced mrthe borings,~i-esult~rg m a grouridwater~tablerwh~ch~slopes~down`ward toward~the'south; ~. , s ~ rte..: ~F2 1 .1;. [ ..y L ... -.~ _ t:~ ,i.r t '_.~ -~~~ ., 1 ~'_.. ~ a ~' s `similar to the`ground surface m the area If considered especially cntical to design; ,a more refined ~~ ,fir ~,, ~ ~ ~'~ • ~ ~ ~. emu. ~. ~ ~, - H , . -- ~- ~~~„ ,~ testimate~,of normal seasonal groundwater levels could b~~'eYJ obtained by installing shallow~depth~~ ~ ;+ { ~.. \ '~:i .tS aK: .• kH.+RCy. `~ . .Y. rwi f:~ .R.. • ~ r J 5 • ~ ~ 1 W ^3 `' ~ ; c p~ezometers and morutonng groundwater levels du~nng penods of more significant rainfall ,Placing the F ~, • ; t ° piezometers along th'e banks of,tle existing ponds •would help miumize the observed effects of runoffm ~ ~ ~ ~ ~~ F '~~ ~`~ ~ th'e ponds -` ~ ` ~ ~ , "' _ ~~ ti= ~ ~ :, ,~ ~~ .r~~ K ,~e_ ~. ~ ~ ~ t F+ - ~'-.S S 4 '~y +t~ I " recut ' ~~ ~ D{RIGGERS ENGINEERING SERVICES, INC. app.. es the opportunity to' be of,: ~ ~~ r ~ E ~. d .. ., __ _ . 4 •~ ti ;_ ,service,to you~on this project Should you have any questions concerning the results of our field ~_ , ° `' ' ~ ~~ ~,~~.~ j~ irivestigat~on,~ please ado not hesitate to contact the undersigned at"your4coriveiuence:' j . ` ` ~ - r ectfiill submitted ~' Res ~ <~,l .. y, , , p r .~ ,~ a z `~ DRIGGERS ENGINEERING. SERVICES, ING. r r,, A .. ~ • '+ .'P ~ ~ 5 .1. .'k "~RR i . , .. r. •(\ ~ t D ~ r' ' `~~ ' - 1 i ,. ~ T 3 ~~ Y - `~ ~ ; ~~,~ ~ ~. icholas T •Korecki,` P E ~ , ~, j~ `~ , `:' ~" ~ ~ ~ ° - ~ ~ ~ Senior Geotechnical Engirieer ~ ~ _` . , ~ ~ , k ~ ~ ~ ' ° ~" ' ~ ~ ' ~ k , ~ ~f r 29 ~ .'FL Registration No. 455 ` ~ ~ . ~ tC 4 . t - ~ y l y . r ~ J • k ~ 9 1 a ~ 5 tk ` Y `` r~ ~ NTK/ ~ ,- ~ -.~ {~.~~ r !'~~ ~'' ~ b ~ ~ n ~ #s~~t ~. ~ ~ ~ ~NTK REP~I,057066-01 ~ ~, ` ~ '~ r ~ ` ' ~ ~~~ t - ' ' ~ Copies submi ted (3) , -, ,; , .r J ~ g -~'~ ,..5 cf , ~ 1 3 ~ i tiv s b ~. e4i r T + _ , ~~ . ~ ~~~~~ ~ ~ - `~ ~ ~ - %RECEIVED • ~ ~ ` ~ 5 _ z ; _ ;5 c ~'~ LIiU~ t ~ ~D ~ ~ ~ ~ ; F ~, ,a; 4 t +. ~ i r ' ~ r v:.'tyy z aEpAR~M~~1~ ' EANNttdG' ;'~; ~`' ,~ v ; . r - P . ~~~ ~ ( ~ Y ~ ~. I a . ~ { ~~ e . ~ aT f • r ta ~ Y '+." Z .~ ~ ~ ~~~• ~ 1 t ~~ ,' ~E ~ '' ~ , Origgers,Eng~neer~ng Services Incorporated • ~ '' ~ ~ ., +~ k '~ ~! ,~?: ~ : r'~=,# ~~ ,'~~i ~,, `n i f_j ~j y ,~1 1 J ]~ ~- ~ a 1i i. r A / ..`.kh'.~..'. 4'r K C! N~h ~~ f ~`Tt t.~f^~~yy` ~ ~~rtb l J . ~, Y. f~~~2i •~~J ~Y ~:1.r.1 Fy i[hh: F' ~:.~i~ .s ~: L,~~ 4+1" X `~ ~~, ~ ~ s 1 iri . - . ~~ +~- ~ ; ^ ; L ~1 . °; ~ ,: r i caLnucloa to war utvAnaNS I a Eames IIUINaIC PPIOR ro GgISIAUCttOM. ti rater LfM7AELl1 a RtY ...~ OISCAEPUMiS ..~ , - +`- Etrgtxo NANIaE wAU SNAU eE i ``` , tcrr x o~IN7alts iOaED ANO S'7Rda 9WID `~Lrr:~ e.. 7 ` _ ~. _., 7It A AOOf N5TAl1At10N. ~ , DmtaLO~Lat 91A1L K Kw010® `~ CONNECT TO Ep$T. n 7 a ra rh, M,~,t .--- -_ ~. I ~. 41 Y WATERIINE xsr a Hi rLrvF aak1aDATE ntE LIEw CgltLEtndt PROP t ~ "~ Y PVC (SCN TT QQ J `' f r 1 . i I ~I - ! v 3 . , 1U ~II ~ * .. - - ~'• ~ ~. KN ANEO Aft A~11 SD1~wa 41f[ ` WA1EA SERN~' '.aSI nt9~E~0 p '~;. t+ 'A75L OCVA~ •~~ ~ I~^~ ~7p~F~yA7~ ~ ir~ y~r 6~ ~~i~ -rte +r ~,. _n~.r-.~ J. ...1a1 / 507.-.syy~~w_.~..5 ~ `•..~ ~'wid'L ~ !L.•z-~Ti r". C1p$fl't'EIA.tOm'-~~'+ ~ fc% plr 'Yk -Y~^ ^ ~ +/ . ~ ' - ~~ ~ ' I, y jl~.-~ Rem.-~..-arar• _- ~ ; , ~ ~- " ~- ti.~ I .x .3 J . --,'-' y~~ ~. ~''y '°^-`-os -~- '/,~r . a;' 7•~ce~~~^ SO V C PSC ((Sth1 18) OUwtt SEtEk X0.10 WM./~ // , =_ `` -~ ~ _ ~ _ _/ .WYSEw ~ ~Si:q I ~ ~' j• ~ •_-• -~ - ~. "'~-+" . 1~~ ~ ~I ~ ~~ ~ •-CX7i1IU; 5' Rn^_b'J: ~- / ~ II ~ ~ _ ,,,~1_„J~~V ` I I I3 ~b~~l J~1laELl(e ~ 1yd' I _ ~ ~ ~ 'Y~f Llawl ~i I fp7J3 ~ "• IA,Sf, pAT~ ALV_ I I "'~ L Ob 1 ~ ~ ~~~ • PPlP. V~ . ~ _ ~ ~ ti~ U ~ ~ I '~ '4 G . tr ,(~ ;kiA7F S°L 7 .-~• 1 ) ~ (}rI~L~ ~ 0 L. 'i 4.*i I ~ ~ ~ I ~ '~ yl 'JI~Si X!I/ ~ ~ )A/~ U'•°r ~. ~ r I ~ ~ JI ~ / ~~~'i _ ~ PROP. D M .~aosu PROP. 12 LF 8• PYC s~ 2Li x 1 ~ ) - ~ ~ 1 ~ ~~o c~a ~ I ~~____~~ ~ r~.~ ,~ ' f I j ~ 1 ~ ~'~ 1,1~'r~j 1 J to V e• Pro (SON 7b) Errr c ucxr i d I cnAVm'sEwm a 6,o ww ~ -ic:~ K; ~ ~ - t ~ .~ ~ I I ~ Itt ~ ~ II ' ~~' ~ I q~ r J ~` _ SAN. SERVICE 0 o.so ( 1 .) - I . E sr ,. . ~ j I f~' ~ I ~ ~? I a/C Uldr ~ I L ~ ~ \ ~ Ali r(YE Q C, , ~..tt~ O ) ~ . lI I~ . ,, ,:~ 10 1f7j ~ ~ - .~. '' P tlu~t,c OEARaa , ~~ I ~~ .~ .' V ~ ~ ~ ~ ~ / a O II I I ' I - a'~iwa"toom"'"" PROP. BUILDING "r `¢ I ,,,i ~ ~ gteAaL 9,100 S.F. ~ ~ I ~ e .!i ~ I ~ 1 Nv. - iT.4 ~/. I I ~5 ,~~ ' ecslr..~'•~ HA-t ~ ^F.F. ELEV.= 28.00 AlASCNRY L k75T ~ $ ~F Y ;~ ~ , I .n ~s.~ `i =3 j ~Gi :A. = 1; ~ . - ,P 1 - . /" ~~ I ~, .~. ~ ~ 48NCDiNG ' • ~ I .b ~ c ~"%x'>_s; r•~;r' 1- / , L I'I ~~ , `~Q . ~ } Pita. SwAIF ~ ~ ~ ~ I j17,622 Sf. {~.. I ~ r ~s` - - - t00 U~6• ~ d t11N OEPM. Y)V I~ ~ a ~ FF. EIEV.- 29.00 ~ ~-Jr ~^~ -1 .,y Q r __ _ ~ I I -~I to amL. aoPE PtiOP. t ire I „~' { ~ ~ m Il, ~ ,al'.la.~'~J.) ~ i ' I~ I I ~ ~ I ~ f B //I ~ HA - r ~ ~ `~ ~Iti / ~I /: ~,~,~ _ - -. ~ - ~ ~ V~ ~ I / o say PpOP. ~~\r: I ( x:r `~ ~~w. c,>sr ct>YC/ F ~ I /`~~~+~ I ~/ ~ I I ta•~~ ~ ~ _ ' (~ PAYtaQ711 ~ 1~1 (ro EE'AE1ro0EU ~" ~ b / f L I I aemBl~A1 ~ \ ` ~ l `,~ ~ f ! •ata nl ve`,sow I L~. ~ ~~ 1~ I ~ / ~; aem N ` ta I -1C_ ~I r ~ ! J .. WOUIOP,w ~ ; ` ~ ~ ~ ~ ~ ~ PwOP ~ , I (SEE OEfAI) ~ -~ 41. x ANr ~ wA ~ _ _ - . T , i ~II -- ' - ~f~asl a.e. 1 . `~ _ L ~ lI VP 91~NN'R r~ 10.0 ~ I I ~ / / = ~ ~a 1 NW .411.41 ' .I` I . ~ I I ~~ I 1 'ql ~ 1'~ ~ 'L (m (Ik1'0110¢Sia10 1y_ ~- . ~ ' I ~ 'I PROP Bl•1fIDING r ~I~~ I.b ~ 1 f ~ I I ~ ~ ~": I I ,~ COITION I ~ ~ I i ~~ r ~ I " paov~ ~'tl~l V ~6' ~~ 'pwm""°' '1 I, i d`sum , I ;' I I `" ~, ~ II ' - i s ooa s.F. ~ , IBS' ,--~ . ~,o ,~.a I ~ I I 1 r ~ ~Lp III F.F. ELEV.= 29.00 , ,~ ;'~ ~/ ~ -l ;t 1 . b.: `I .I I r~III ~ ~' ~ l~r, \ 4,I1 ; ~' ~~t F•`-" ?- I atA I P~~PE~ , ivi eru:rmv\ria+mr.ms, ~~~ cr it au p / I ( ' ' ' .., -, doLr I j : ~ - ;-rr'I> Mr:ec'ur.=_ o :::e~nc a I I \ I l ` ,b''•ua I I ~ ...,. I ~ c:arir m~.-r axrA.rP' .,.oiu?„ , I ,~' •, I ~ ', ~•`~•~ r ias ~z ' ~' i d :' • ~ I PaaP. InloElmlwx ~ nFAwaur\ ORIGINAL REC I I I 4 ! . . , . ~ . : s, L~ HA-3 - ~ . I / ~aw Jq-,~'{ • `~ ~ r., I Paw a i \ \ L_ _ 1 ~ !' aid _ ~, ' I , - ` i tx ro em~NC _. ~ uuLNNEI • VA EIVED PnoP. mxe BANE (SEE OffAa) ~ I ~~s: x i / r / rm-ae . ` ~ xrn- .~ a =` I l: --' - ~ " ' PPAVOSm eNi uaL - Ear' •~, ~lklS/. E0~ •s ,'..{••.::: dfd ~. ~4 J ~y ~- ~ / I ApP .Rt.1 I ~ ~ YlllatWt 7f I ^ra/ " - - K. i ez ~r~ ~ I I ~ ' ~ ~ iatE stoat I 'u/xwu I T r I~C© ~ ` ~Q~ . ~ I :~ 1/ ~ 4oEw~pLC~/_ ') /y ~ I ',~ xrrtwL• HALT / - Paws I ~ ) ~ , \ / _ _ fA7T' IYir< 0.10E S1ER ~71m /. ~!I°A"' GilS1~Ql'SM Q PRa. RIAk ~ a _. I ~ ~ QSE GICM G9N " ,. /'_ - i ~. i '~' (` AE-P21 I/ r (10 IER/CE -r, ~ ~ ~. ~;. I I I •t.~tgr;J~ xi)gL7 - ';;' - , ,~ =ru'P ~ - ~-' f!~ I ~s_r' =~ I ~, '• :. - ~ ~~;' T~'- ~r>;` i- - - ~ ~~'"~''' . PEraM[ E)15 suLtcnsE a STORY PPE Sp DaSINO auxlt0.E ~~i, LP7 _ } LANNING DEPART I I _ % ~, ~ ~s ~ ~; A3_ _ ~ loot _ - ._ ~; 5 rr01 - '- ,r. _ i S`ja2r - F' d-xtmP•.»r`M _ •r ara`~ CITY OF CLEARW .. _ . r r " I .. . „ . _ - ~ 3rxW- __ ....- __ _~ --- --- " ~+•-,~....-. _ ` -- _ - . _ - w "TERpA~CE !" 1 , ~ ~ - _ __ BAY ,~ _ _ _ - _ t LEGEND: "~~ -; ,~. ~ HAND AUGERry BORING LOCATION `': . ~. CAD ENGINEER SHEET TITLE PROJECT N0. DATE ~4 R.D.B.. / N.T.K.. BORING -LOCATION PLAAN L057066 3/29/05 PREPARED BY PROJECT NAME ~ SCALE SHEET N.O. ~^ ~ RUE EDUCATaONAL PUBLISHERS ADDITION ' ~'° _ 60 PLATE DRIGGERS ENGINEERING FLORIDA PINELLAS COUNTY RVI E INCORPORATED , TENT 'ER u:~= ...: ~~'. , .~ ., C =r > ' ar(mAC(at To ~' ptVAilptl a oasrtm uANxat Pmoa ro ~ wNSlnunar(, . I NONY UrONfG a ANY 1 D~PAN[RS txm(a uAAlate wAU suu e[ ` ~ 7 aoam Arm smalo scA,m ` ~ `f ` , FDA TOOT ~ fl[MOa((~ ~ CONNECT TO E705T. ra r an ,. ryrr~rN"~ `~ 7 ~~ _ ~' I N~ ~ I . uII PROP. Y PVC (SCH.40] Y WATERLINE arsr a ya r(µ.£ h t I ~ ' ~-' .~ ! ~ V \ -- -~ ~ '-' ~I ~~ ~h ~ ' _ ,l ~. L#1't S1K /. ~ ~ '. i rAt sFxa SE ~ ' 4ANf AT Au flas, ~ WATEA $ERV1C~' ~if7;7~[cwry•p~r~.p J h I ~ ~° ` S ` 'I I ~~p(~74Ad •-ii~f'4 i'-f'C `>t 7 ' ,¢1NR YA/+CYL ~ ~ !.- - - Yc , _ _ C C ,A _' ~ +' ya r. _. nvem..".7re..ro~• '.'-_ ~-..~1R~., Y _.~" ~~~ -r- -+'* - ~ \ JO V N' PVC ( (SDR 76) QNNrf ~= y + ,~ -~ '1'QYFR -/~y ~3 ~ ~ L' ~ f -'*~ G_- ~ _ ~ fF~~Ce. ~ ~' ~~t:=fXGAU. ~-,_ -_.._ `.4~' 7'F+-: ~.r._ ~ t ru, teuc'-- -'~ ' - - _~. ~~ _-~ ' -i1 tr - ' _ SfV4T( • 0.10 WN. .. 1' / S ~ ~ ~ 7 i : nt~ rtwP~ 1 ~1Y=. fOySL 4'nr~LrE 1 I tis I I _ ~ / fp ' -?~, I ' ~' ~ / AS ~PaOP. • • ~ J ~ $ /~ p1/ QD. ~ I - 1.~1~ ~ \ apfJ..W UX A(V: ~ I I r % I YM[Y(Qj 1 ~~ r~ u1DRA'trC ~ t4 t ":7'..~..- ~ `~ fl ' ~ I ~ .. PROP. DUII ti f OSU ~ J ~' ~ . '~~` ~ I ~ ~ ,r,. ~.ANn~v(0 C0. ~ 1 ~ -r otfaeue ~ i ~ ~ I : I ( , I - PROP. 12 LF 6 PYC 26 ( ~ SAN. ~RV1CE Q O.SOx (AtIN.) + rr / I ~ /,G I~~~ !1,?' ~ ! ': !I sago. r r~u. ~,.. ~ I ~"" fs "ryJ \, i ",'! .1W V S P1C SOfl ?b) '?7S/ ~G U•. r ` ~;~ I ~ f ~ ~ I I J I p' I puvm ~'Aa+ 0 6/o rnN. ~ ~=,+r.f (m~J ~ T- I ~- Is1. I t ' J\ 1 ~ I ~ l I I ~ I r ,1~ Uur * I .G I ,.' \-v 4n (rx 5 I %r ~~ :~sr. o~tr.Q :m't ~..:~~ Ip (...~~ pf~p~RAR~ o I I ~ ~0 a II ~ ~ i ~ \ _ \, r ,~ ~ PROP. BUILDING + IXFA11-W1 PRAP\orRCa,vN I i ~ \ , ~ ~a ~ I I CVINWT ~ . ~~ z ! r i 9,100 S.F. II ~ - .G ~ ~ r wx - Its I ^F.f. ELEV.= 28.00 ~ ~ ~ ~ I f,~1,, HA _1 ~ i:.~.,f ~x 'I u~savRr aTSr ' ` - ~jr I'' - ~ `~I`~ . (~ . ~ I BUILO/NG \ J~ ~ ~..rsr ~ ~ 2 t I .~ I I ~ ('. ~~^._5;~, ` re~a r~u• .: •'-t ~ } PAOP. SM'A!E \ ~ r(~i~. » , ~ ~ a f if7,622 Sf. + I 9• ~ ~ I , I I ,I J ,Q ~ ~ T mo, ,. nn I w ~ MI WK~~S(naE. N~< ~ - -~I. d F.F. EIEV..29.DG I ~w..+~I~'7, I ~s~rvr ~ _/ >\VXDr1mRAw- .u tx urtL stDPExa i ~ I ~. ;~~'~i \ "~ ~ f ~. , I II - I ~ ,: li Ql m!n 1 J if 6' ~ e " \ I f ~ ~ I.. ~~~a~o~x"~~)~ ~/I~-~ ` . I \ ~ \. ~~ ~ ~ I I / I , ~ A ' ` ~ " B ` , I ~~ ~ H z ~, I ~ I ~ H A _ 2 PNCP.~Am EROR _I rI III ~ ~ ,I~ 0.ffNDUT~ :_, w ~ ~~ti~ / /I 1: ~_ ` ?ns.~ - - J -~_ .. r ~ I I I J ,S<~' \ JII ~ I ~ ~ I ~ l~ .i ~ 9 1 I i T , ` ~ ~ " ;' ; III i ~ `~~ ~F.'~L - J t~ I ~~ ~ ~ 0, ma I ~ ~, ~ I I"~ , u / , I, ~ ~ 1. \ i r= b ~ CP. C0. r-~- n PROP. A~lIAIT rsr, ue +~t;r (Ih6 t' ~ / ~" \ , ~ -, V I f I I I ~: ~ ~ \'\ . I 1 PAVO,m,T ~ ~~ I (TO of aDAOVrp ~. I ~ y • k}{ / / $$I . ' PaOP L G, fi , J( ~l I ~ I ffim(a.m• , '~y J I ~I I .c I fait~C(+L =J~~t~<r Y~ I ~ '~~I I ~ ~ 1 ttrnnwl.z,a ` Tnra`~souo` +,, ~ PoC PW£~ I ~ ~ ~, ® 1, [p 711IC I, ~ ~ I L_ ~ : II \ ~ ~- -'t ' . ON Rl11~ I ISEE OfIM) + _ ~ ~ ~ tr - Y _ . _ 1 -~^ 3"1 t.:) ~•,.; `'H~ANi ~NA .?~ I ` Pfl~t IamEflORAa( , ,i vA1 ~~~,I:~' LlF1NOlT , ~e { ~ 16tl , I ; ~- , ` L . ¢ . , ~ - ~ I ~~ I , ~ _ ~ ; ~ ~ PROPOtm 50~NAU( n r \~ .. \, ~\ RIV..111.4 ,.~~ '.~i ' -, '~ ti. ~ +§ (rolu:TalousnND ! ~I , ~ aoP zolf'a• f • 1'k j I BitiILDING acewNxl ' PROP I ~~ ~' ' I ~+ I J ~ Aw . i ~r-' ~ I I 7(001110N I I/ ~ ~ I ~dy 1 i I I i `~' M ~ •;., •'1 k ~ I 31V C SOIA 1 ' • ~ l it 0 ~ • I; 1r 1 1 .i ~ 4.0 i a $.F. \ 9,00 # ' H:4 . i ~ I I s x• F.F. ELEV.= 29.00 ;'~ I ~ ,! I ,{ ~ .-tea . wr / r PNC Pe[t •. ~,.. , , ~ . 1 a ~ ' ORIGINAL ' ~ >r ~ - - ~ _ II I RECENED I f I III I aT09.71D .nnau m ~ ~ \ 0. I , % ~ ' rtFP LOl~'I:f iOr 5 "0 'nE a,.0? 9Y !~ I i ~. I ,9' teE ® PROP. Or10EPpRpX ~ mr I ~ ~ ( ~,?dDfl(D 'J-UPr CDr; nAOi;,gS d:nli;k~ i ,, / ~aEwaur~ ' y ~ ~•~-~a '~ I ~u(a~s, , ~ I ~ I~ flzai rr ~' ~, ~ ' ° ~ • t f L~ ~ ~ ~oUU ` RIJ4E f ^/ \ _ . _ ' " ~ To oasla+c -~ t / ref-~ ~ HA_3 I PQ'ma I ~ "j ~ _ 10 "` -- .TCO.11D. I chi, 7'~ ! __ ~.r I . __ ~' IIN. ~7p PNIIPOSFD BN2 MCK ~ em. ;.. . ,~: tip, ~ bf ~ ~ 7a' '1• CA1SZ .sxRY 1 ~` ^ w `~°~(S7 I EOP ; 4 I (SEE DfrAa) i \f ' ~ W F rtY . ~~ , ~ ~ : mllwl• I ~ ~ rug, •~,_~ _.-~~? `~, ~ ~ Sso µ '`'~ .j y': _ ~= - -' .,hr' ~; ' , ' PLANNING DEPARTME I ~~ I c PRaoso . ex x ~ _. ~ - - fps~ ~ na_cnae smi A1Pf r L . fASC Gray ~yN ~. - ~ ~zw ~ ~-Q~sr, arra'~e~bv Q ppa. Rout ~9r' /r ' C sr~rnu ~ io „ ' ~ ~ - "' I (P'f I ~ '' CIT`(OF CLEARWATE I I I ~ , oarnXC uAYXnt +re7' «~- (ro atP,ACt a ` [ "'~ 11• , - A c.ie~i(~ ^1,~+IS(F.bP•„c~Q~U ,;;an- ~,~. - t.-, ~ ~a:P --I - - fr_ _ ~°Ef ''~ .' ~ `,'.,, . {{ r~,2? ro ~ - / ~~ ' ~: = ' I I _ ~ i xt ?T~- 3rfi - d ~t~~ _ rS0 - _ ~ X75 ~-4 r~~ ~ ' r 1607 ~~c7 ~~ _ ...-- C.r•l. rat ~?I,~~trM r. rr rn'~~ ~'7i'i y~tDjy `~ I/,~' , j '' , -' Cy ~ e r - L ~~ ` • • ~ ~m~ _ r~~ ~•L , _ -- -..~= 7'arti( t~0O1~ -'.t:~ . i y; .. ~ KAOA/m~' fir. : = =~~ ~ , ,: a ,.~ ~~ '' 'I ~ ~ I t \ ~ - -. .~ _ _ ~ ~:... - -__ I` II 1200; ~ :- ~ c - ... ~ -.. ~ ~ ~ . . _ ~O.D' __ .-- _. J i _..,..._ _ - ` . BAY~lI~w TER,ptA~E; _ - ' - ~ - _ -- .. %d..~ _.._ ~ - -- ~..- . _. __ ~. _. _ _. , LEGEND: ~'t~ ~ HAND AUGER ;BORING LOCATION ~`~, k CAD /ENGINEER SHEET TITLE =ky~ PROJECT N0. DATE R.D.B. / N.T.K. r,v BORING LOCATION PLAN LO57O66 9/26/05 •~~ PREPARED BY PROJECT. NAME >~' SCALE SHEET N0. r^ '~ RUE EDUCATIONAL PUBLISHERS ADDITION DRIGGERS ENGINEERING ERVICES IN O : PINELLAS COUNTY 'IDA r L~' a 1 = 60 _ PLATE C RPORATED ~~ , ._...___ i ~. I' - "~a DRIGGERS .ENGINEERING SERVICES ^ HAND AUGERBORING LOG PROJECT: ~ -. ~., ,. ,. . Rue Educational Publishers Addition CLIENT: Hallmark Develo ment of Florida, Inc. . 'Pinellas County, Florida ' Pro'ect No.: L057066 WATER TABLE: - ~ 6.0' DATE: 3/23/05 TECHNICIAN: --. .'~~ W.P./R.V.-. DATE: - 3/23/05 COMPLETION DEPTH: 10.0' - LOCATION: - - • See Plate I TEST NUMBER: HA-1 ;' ELEV. [FT) .DESCRIPTION DEPTH (FT) ~ ~ } REMARKS Brown and gray slightly silty Fine SAND 0 ;T } r`-~- Surface Elevation: +26.7+/-' - " with finely divided organic material ~~ ,. ~:* Ni- ~ SP-SM ;..,~ ~ , li htl cla a Fine SAND SP-SM T . an s . r Fine SAND (SP) Li ht ra :" g g y , 2 .24 Dark reddish-brown slightly. silty Fine SAND with finely divided s ~ ~ - - or anic material SP-SM - Brown Fine SAND" SP Reddish-brown and light gray ~~~~'` ,~:,~:i' slightly clayey Fine SAND (SP-SM) 4 ~.~.;.: r ~, 22 .%: . r:x:~ , Reddish-brown and light gray clayey Fine SAND (SC) ~ - Light gray and reddish-brown sandy CLAY ~ (CL-CM) 6 20 Reddish-brown and light gray silty, clayey Fine SAND (SM-SC) 8 18 10 16 ORIGINAL RECEIVED FHB 2 4 206 12 RTMENT 14 PLANNING DEPA CITY OF CLEARWATER 14 f .l t 4 " ,° ~ - u~ INCORPORATED '.! l ENGINEERING SERVICES INCORPORATED i~ - HAND AUGER BORING LOG PROJECT:. Rue Educational Publishers Addition CLIENT: Hallmark Develo ment of Florida, Inc. Pinellas County, Florida Pro'ect No.: L057066 - WATER TABLE: -~ '" 0.2' DATE: 3/23/05 TECHNICIAN: ~ w;, ~ _ ~:: `. W.P./R.V. DATE: 3/23/05 COMPLETION DEPTH: - 7.0' LOCATION: See Plate I TEST NUMBER: - HA-2 - Vii. -:. ~., ELEV. {~) .~ . - ~ - DESCRIPTION ~ ... DEPTH {FT) J m ~ N EMARKS ? Light gray Fine SAND (SP) 0 _ Surface Elevation: +20.0+/-' <:~ - Li ht Fine SAND (SC) ra cla e - g g y y y 18 2 . Light gray, light green . and reddish-brown sandy CLAY (CH) 16 ~ 4 14 S, ' X12 8 10 10 ORIGINAL . RECEIVED FED 2 4 2Q06 8. 12 PLANNING DEPARTMENT CITY OF CLEARWATER 6 14 k ~ t .. ' .-i;-/. rr.- .a ~ :. ' *.. ~a,.- +F. ,~~..~.3...w.+e...4... w _. t. ~^ ~. r~Nmc «19Ts. :. .3 ~•: '..s.: , .. k .w. t .4r.:+.s.~w..a+rrv .... ..f'= ~ , ENGINEERING `SERVICES INCORPORATED I _ ~ HAND AUGER BORING LOG ' PROJECT: ,. . ;. ~~. .,F . , CLIENT: Rue Educational Publishers Addition `- Hallmark - Develo ment of Florida, Inc. ' - a Pinellas County, Florida - , WATER TABLE• DATE: Pro'ect No.: L057066 ' r" _ 0.5' ~ "` 3/24/05 TECHNICIAN: ~ DATE: - - COMPLETION DEPTH: R.V. 3!24/05 6.0' ', :. .~ ,~ :LOCATION: ~ ::- _ ~'. TEST NUMBER: See Plate I HA-3 -., ~ ~ ~ .J _ ELEV. DESCRIPTION DEPTH m g REMARKS -• (FT) ~ tFT~ ~ .. . .: Light brown slightly silty Fine SAND ~' ~'~ ~ ~ Surface Elevation: +19.0+/-' 2 ~~~~' .' ~. Light gray Fine SAND (SP) , , . ., 16 Li ht ra CLAY (CL) 4 g g y . 6 8 10 12 ORIGINAL RECEIVED 1=~B 2 4 2QQ6 PiANNING DEPARTMENT CITY OF CLEARWATER h - - - 4 4 ~ - v.~ , _ ? 114. ~.., w... ~ .. . , a.d ,n. ~, n,...,,.. ,a i. r . «.... r. ., ...„~,-~~... -.+. ,.. ,.~ .. .. ... ~.. ...... ~ +• ... ~.. .... z~. .....,, . tv ._ a..a„,~ r -.. I} a a~ ~~ 4 ~ t! ~~ ,~ ~ t ~I~G kGP E ,R~S,~ ESN ;G ':f,1Nt E E~~R+I N'G,r~"~S,';E~ R~~~V l~rC_~,E S"` I N C, O~RtPY.O YR A ~T,.E~D `-. ,,k ~ .1 fi` s ~ Y ~ f r YA t , ~ Geotechnical Engineering &,,"Construction Materials Testingy. a s ~ ~$ ~ a is .. ;y-~ { ~ /',/~~, ,,(~1 u ~ f ^a li ~ 4 ,~ i +t ,' ~ SJ F` ~ ~A R X - ~; ~ j ).. ~~F SVVtell.bel ~2 i1, 2V~~S J t'."UI i t. yl+ t ~} of 1` ~q ~ ~ ~ 1 a ppd. T "~ L ~ ~ br- ~_ 'j. ~ - y' ~'` r ~ ~t ~'- ~ t ~ _~ i. 1. allmark Development of~Flonda.,~Inc ~ ; . ~ ~~ ~ ~ ~ f P'O`Box 17309 '` ` ` . - ~ s ~;„ _ ~ ~ ~ ~ fy, ..~ ~ ~ s .Clearwater, Flonda ~r33762 ° ~~ ~+ '` ~ ` = ; ~ 1 - ~; .r ~ ~~ +~ ~ ~ ~! ~ ,r ~ ~ ~ ~" r `~, ~ ,~- t ~ ~ .~ti ~ t ~~r ~ 1 .~ 4 ~ ~ __ ~ ~ ~ ~ r ( .~ ~ t ~- 1 ~ Attention t I ~Mr +Robei-t.Ivlale f ~ ;~ ,. ~ ~ r ' ° ~ ~ a ~ r _ - y ~~~ ~~,~ r i ~ ~ ~ ` , , +. ,IRE 'Report of the Additional Draniage Area Boring. ;~~ RE~E(V~p, °~ Rue Educational~Eubhshers Addition <~ ~ ~ A ~ ~''~. ~~~kL'.~#s ~ ~[` .;-«~ Y.u'.' ' ~~.;1 r" a~ x c ~ ~?*' ;k~s ~'~~ ~ t ~ - ~ ~~~ ~`'~'~Q~(J k 1 ~ ~ °'~~~ s ~~ s ~~ j Clearwater; Florida ~1 ~ «~ , ~ , . ' ~ t ~ , ~ , , x~ ~,~ ~~~ :Our File L;057066 ~ _ ° pEAfVNfNG ,bEPaRTiVlEt~J~" ~,.; .~ _ , l , ~ ~ ~ .~: s cfn o~ ct~~,RWATER ' , " r ' Re ort No.'02 F i ~ ~ '_" 3 ~ T' ~.5 d i i> FL 1 ~- .' ~ Dear'Robert ~ ~ << r~ ~ ~ ~ A ;, t ~ -~t In accordance witYi the request of Mr Jeffrey; Leadb~etter; P E with Landon,lVloree ~& Associates, Inc , DRIGGERS ENGINEERING SERVICES, INC has conducted a supplemental . shallow.hand'auger,bonng_at the"requested location'wnthin the area of the planned Pond~riear the ~C northeast corner of Bay St'r•eet and Bayview Terrace The pYurpose of this investigation was'to identify ;~ '` J 4ti T ~ K~ ti.r rp ~~i~~ qi ~'t r t,~ :'. t f ~~" shallow ~soil~and,groundw ter~conditions for use m evaluating a nonnaljseasonal Iugh'groundwafer~level .~ s' v ~ :~ ~' y psi ~ .~ . r ~ ~ ~'" t ~ ~ i'~ a ~ FIELD GEOTECHIVICAI:~INVESTIGATION° F~ r ~ C"~ t , z" ' ~ ,.~~~ ~ ~, ~ ~,,; ~,f~.. ~a~- a - .,,~ ~. e"r ~~. - f v ,. .~ r ~ ~ t ~_ The~classnfication bonng (HA,4):was performed on Septeiizber~24, 2005, with the-location °` selected,by our geotechnncian with reference to existing site features The approxnmate locations`of our; ,. ~ ; ~.~;_ w H ~ ,~.- ~ , ~ Kf ., '~c%ntrent and prevnous bonngs are provided on the attached Plate I ~ ~. ~ ~' `~ y r! ~ r; r 'j. ,1::.. -'c. -.:u ~ ..£ v .-.,~ .S,.P - .max -~ ? T °? -The cla`ssnfication bonng was advanced to a nominal depth of 8:5 feet belowf,ex2sting grade ., utilnzsng hand auger equipment Soil types were initially classified in the field~,vnrtually contnnuously'from below existing'"grade by our geotechrician Representative samples were returned to~,the laboratory for ex'amination~by the pro~ecf 'engnneer and developmen Hof the boring log-The appended boring~log `' ~` u ~ presents{vnsual'and estimated Urufied~Sonl Classification versus depth, together wntli-groundwater ~nfonna~ion ~ z ' ~ ~` ~ ~ - ~ jr ~ r Sarasota. r ~ ,. =~`~ Clearwater .- . ' - ; _ Tampat. , ~~` r _, _, ~. 941.371.3949_ ~ 12220 49th Street North'~:Clearwater, Florida 33762 '; Phone:~813.948.6027~` 141371:8962 .: s ` Phone 72Z 571,1313- • fax .'727 572.4090 '' Fazi`813,948 7645=~ @dllFFers n¢:com ~1 ~ ~_ _ ~f~ ,~:~ ~ ~~:~+clWOffice@dnggersengcom.,~.."" . ,~} _ ' - ?=G, _'. ~ ~ ~ {~i.>%tPaoffce~d~iF,>~er`s-ergcom_ , .-.,-. l ~A1' ~yi'c gp~y~ ~J'~ - ~'~ ~ ? +7 T `t t 6i ~ q ~ +~ F ,' S ~ f v t -~ ~ ._ i L ~' hI :1 ~ 'T ~ } + h' ~ r~ ,r ~, p ,~ E r u,., .t ~ j F~ ~ z 1 ~ f ~ ~~ ~` i F~ ~ - ~~ .Z ~ ~~i,.~~?~~' r, 'W U ~•i r - r y ~~~ ~ ra p ~-. 7 ~ . ..1?~,e ~ ~~r riJ~,6 k ~ .r ` Tr ~ ` ~ , 7 ~ k .. ~.; w 4 a ~-~~ ,~ } r ~ `~ ~ t r '- f ,-~ .., ~ ,~ ~'. ~~~~ S ~ 2. .r ~' Y, ~ 7 ~~'C Tl' ..I r 4 r ~ .C1 j i' i-~ '~'Y 3 :' ~ *. y t 'r 1 ~ t -yS- R F ~ k I-'~~ Y^'-_ } L'. s+ ~ ~~ ~~ y ..r '_y ". '~~ + f! ~M ~. ~ ~ ate` F l r ~~a ~, S ,.+x _ .. y ~ ~r ~ `-~ P ~ . F'~ t ~ J' '~ 7 ~ ~ y ~ ~~: c t _ ~ C k ~ i ,~+. t 'T ~ ,,+ Y r c~ ~ 4 n ', F+ s . y `~ -g + ~ 4 ~ ~. r ~° ~ ,.. ~ • ~ .ii i - ~ - ~ ~ ' t '' , ~ '' 1 ~ `~' ' a ;k ~. ~ > r r ~ ~~'P -x r - 7~ F z ~ is ~ ~ ' ~ ; '~ 5 v - r~ ? (r K J 1 m+ ~ °t ~3 f s ~ ~ t~ r ' ~ ~ i ~ ) ~~ ; ~ ~ .} S" T ~~ ~( F`i tk ~'T v .-' `r~'~ ~~ t: i °=~ fir _~' ~ l~ - ~ ~^ ~~ t ~, ~ ~ ~r ~u'~~fi ~' ~~- ~'~ ' r . GENE_ RALIZED SLBSIIRFACE CONDITIONS ~ ~~ r, ;~~PZ t..°-h~~l'. ,, + ~ } ~ xr ;~~ tti7~ ~ ;`L ~ .:~ '~1. t~ ~ ~`f 3F ("• si `Y 1 ~~'~ Z':~ Y ~~fx z;? ~fSOIL TYPES r. The exploratory boring ldentifiedWttie presence of an upper uut of gray fine sand with ° ~ t 'S u~ ~ ~ 'Y~ ~_ t' Y ~ ~ t""~ i .~ rte' -: i ~ J '~ , ~ , minimal silt, clay,and,organic fines content These soils, which were recovered to a ~depth'of 4 feet ~ " I r ,gin f compnsethe SP,Unif ed Soil classification , Beneath the s'andssthe boring penetrated brown to gray r .. _ ~ _~ ~ ~ -n ~ ~.~. ~ fi~ ; ~~~s~gan dy clay_s and clayey fine -sands hav~mg CH and SC "classifications TI-e soil.prof leis snrriilar to _that; ~" , ,~ r ~ ; ,~ <~ ,~~~ 4 ~re~ Baled by ourrprevious borings on the property ` ;~ ~ ~ ~ F,', , ~ , s n ":~ ~ ~~~ r ~ ~- i ~ ,~ ~ ;.. _~ i ~ ~, '~: _ ` `GROUNDWATER=LEVELS,` TheUiuted'States;DepartinentofAgnculture~Soil~Conservation" ~.y~ Seivice Soil S~'urvey ofPmellas~Courity'indicates thatirtheadevelopmenf is~pnmarily~located withn ari area r r ~ , F of Oldsmar and Wahiasso fine sands which have a reported normal seasonal high water table within a '_ ~' ..... ~~, .1. .p. l y e• i r~ ru "~ ~ ice; i ,S; rY '" A #foot of the original ground~surface during the wet season ~ , ~ 4 ~^ j +f~. Z i 1 1 :~. ~ No groundwater was.present within the.completion depth of the lionng While the boring `uas ' ~ '~ ,conducted during the typical' wet season; published data indicate,that rainfall.for the months of Au`gusfi ~" ; t and September had been lower than normal yearly averages:- As with our previous studies,.we estin_ ~a~e r F •~ !~eahat groundwater would occur m a perched condition.above""the lower permeability"clayey soils and at k t~~{ ,~7 f4t ^Wd~~;j`.ih '~`~"~._- i c a .,,; a _ S / - ,. r f ~' ..., t` ^¢ - .t~r'4. +«~ ~~~ E~ 4aboutr3.5' feet~lieneathrpresent'grade aTli`e actual lieiglit at",which groundw.,ater woulci;occur above"tPie i a*~' j. ~. *-t R3 ~. P ~~ '~ - t ? x. `af ~. '^ 4 4 ~~ 1:'a `. 1 kw , - ~. 1. _- ». ' ~ ~! F1 rE ~'.' ~ ~ 1 ., f~_ ~ ,~ , t r lays will, depend upon whether water would drain quickly along the clays or temporarily accumulate' If . ~ ~ ~' 'a ~ . ~ ~orisidered especiallyrcntical to des_ ign, amore refined esturate-of norr`rial seasonal groundwaterylevels. ~~ ` ~~ K ~~ ~ could be obtained by installing shallow ~depth6piezometers and monitoring groundwater levels during , ' ~ ' ` ` iR ~ ~.~'periods of more significant amfall: ~; +~ ~~ t t!~~~ 4 '~ r. ~ t f^t k vFjti. a i a ~` _~~ a ~r r.n„ ~ d.t ~l c _ e ..~ r ~.., c' - ;,: ; {.. t r t ~Y .N tfi O~t~1PVf1L r ;~ K ~ ~ _ =_y~~`{ ~ y _ ~~ x +~ . ~ r a i1, ~ `if , r A ~ RECEiVFD b, , f w ._ < . < ._ , i , a ~~ ... _ - '~ ' K"` *'. ~ ~. .~.` , ~ + ~ NNING.~EpARi1~J1Ei~Tt- ,~ s~ ~ ~ PUk ~'" r; .. ,. . , ,. y., r R TE ., A ,~ J r,.. + C .. _ ~ ~ . ~, ~IFY r 1~~ e, +j r _ ~~ i+ ~+~Z ~,, w ~ r „ 4 - t 'd ~~i (, }? ~~;~ ='~.~:,~'~~.M ~,3~. DriggersEngin`eec~ng~Se~~iee~s~tncorpaat~`~~}~ ~~z~.~~s'~$~:>$.,:~' ' c F~, . , R _ i~. ~ v ~, ~G~°s ~ t~• ~ a 'y"t~ ~E~ '~ r + r i~ ~ F yn ~ -~ ~ r s~~rr t ti ~ i{ . ~ } ~ r. ,~ ~ ~ r ar S " ~ i a,,,_ ; ' s ' x" y ryTY '/j. t } ~ y . t ~ Y J 1 ~ J ~. r' f ~4efc~ 1 ti' r ~ ~..~' 1 .I° ~ ~ ~~* '~ r E t i7 r yl 'S ~ t ~ _ } •t i~ ~r~ i _ ~- ,F ~ f , d _ ~ ~ ! ~ ~~~ 7 i ~ ! r ~ ~ r ; ~ Cv s= ~,. ~. ~ s ;. - ~~ ~ ~ t - a~ ~ t ~~~ ~ ,~ F 3 t ~ f Y F r~~1~ ~ DRIGGERS ENGINEERING~~SERVICES,rINC: apps eciates~the opportunity to be of }~}}}i f t~t1 ~:#~k~ ,~~ .~- tg ~ -~ ~ y c5 _. ~ ~;~ ~' ...- ~:%~ ,Qy~, ~~a t -. ~ ". -v, .:~, k,~ Ind ~ ' .Y._ ~ service to you on this.pro~ect Should you have any questions concernuig the results,of our field `~ +' - _ f ~=1 '`~ mves#~ atio Tease do not~hesitate to contactthe unaersi ed at our convenience `~` ~ 4{~~ g..Y~,p g~ _y b ,s~ b~~ r }; k _- La ~~ ~, ,fir ~ ~ "_ 'a. ! ~, f '" ~ =; ~' ~ s Respectfully submitted ~ - ~ L }R t; 3 `` f 4' ~ .~ ~~~' `# ~` ~~ ;~ 'sF ~ DRIGGERS ENGINEERING SERVICES'aIl~C~K ` ~ .~ „~ " ~,: f-^ S P ~+ w zCS . ~z Y.-. - ~a --.~ a ~ .. [ ~ ~ ~' ~f t X.. "~~ ~ S Lr ~ st ~ ~ ~~ ~ y 1 Y - ,+ ~ ~ ~ ~ C~l ~ ,p, 1~~5 ~ ~r t,r~-(S x ~ a,~ _ y~ti~~ ,i ~ 1 a '! ~ ~ '. r.. r - ~ if ~ ~ C ~~~' ~ ~ ~ s ~` ~ r_ ~ - Nicholas T =Korecki,'P E - !` ~'~,~. ~~~,, ~ ~;z ~+ ~„: ~ ~ ~ a ~ ! K ~Y I, ~ -:.,, ~ ° ;~ ! ~~ ,~ 'Selllor Ge0teC11I11Ca1 `EIIglneeT ~ `, , +~ .~';~ '' ~' '~~ , ' ~r _ ~ .; . r ~ ,.. , , . , ~s ~ ,~. ~~_ ~ FL Registration No s45529~" s~: ~1 , _ ` ,NTK/ntk` i' x ~ ' sal p r ~ _ , , b} , ~ NT`K REP~I.057066 r02~ ~,,` ~ ~' r _ t .. .~ =- ; ~ 'Copies submitted: ` Hallrriark Development of Florida, Iric , Attu Mr.-Robert Male (1) F Landon, Moree & Associates, Attn -Mr & Jeffre Leadbetter P:E (3) ,, ' `af ~ ~'~ ,~ ~ ~ ~ sin ' ~ ,{ 1 t~T *eT ~ 4 , ? ti., l j _ A ~ i ~~ = ~ FF ! ! ~• ~~ ~ _:,~ ':.r _ _ E r~~ 'y , t ' MY:' 1 :~1 1 ~E ~ ~~t ~ y ~t ~ ~ I't ~ ~ _ ~T L~~ ~ ~ e r.'.,° ~ - ;~ i~ ?fit '~ ~ ` ~ ._ , 1 r ~ 't. ~ "~ -,4 ~ ~ ~, t - '1 ! ~:~ ;7 + -F fr'' ~ , 1. ~ ~ '~ ` - '' * ,T,-. .~ ._ s, ~ . - ~ ` a r ,~ ~ ! p '_ ;~ r ~ ~ ..,. t' ~~ ." r 'x . - .- ~ ~ I s ~ ~ t ~~ , ~ ' ~ _ -' ORIGINF,L ~ -. .~~ , _. ,,.. , *~s t ~ ~ _ _ ~ ~, } ~ ~~ . ~ ~ ~ . _ ~_ t.Al~lt~lfVG Cj~PARTMEM F,`~, `~ °F~ ~ ~~ - ~ C1TY OF'CLEARWA~ER .y~ ~ t. _ ,- ~ ~~ - ~-1 _ ~ ~ ~ ~ - - ~~ n ~ ~ „~ r ~ ! ~`~_ ~ratu K' ~ e ` t- Origgers`'Eng~neer~ng' t ;,,~ Porated` ~~. ^~ ,~k ~ Services In or .~i .ac~".x~ c$~- .nsm4.~at~aa~it~f ~~... r~~sa.'R -_h~i~B~v.-izos"°,m~ns ~Mal~it~.-~4',a". ~. ^'~__ =-,$f "~~1-+~`t~ .F. ...". . A~ ... ..nk~~.:~t..:d~t~..:..,~ i [ .~ SS y ': DRIGGERS :: ENGINEERING SERVICES ,,.INCORPORATED ~ ~ ..k - , . ,~x x _..HAND AUGER. BORING LOG _ .: _. ~ _.._ _ w.:__ - - - - - w a ` - .' " PROJECT: -. a J. ,: "`. R Ed c ( P r .: ; CLIENT i._ • a ue u ations ubhshe s Addition ' ' • ~ . Hallmaric.Develo ment of Florida, tnc. ~ ~ ' .. ty, . ,Pinellas Coun Florida . ,. ~ + :~ ° ~ WATER TABLE: - , DATE: . * ? ' Pro'ect No.: L057066 ~ See "Note" _ "9/24/05 j . TECHNICIAN. ~ - ,~ -~ : - :: DATE: COMPLETION DEPTH: - ~. ~ =R.V. 9!24/05 - 8.5' _ <v LOCATI ON: TEST N UMBER : t ~ - • See Plate I HA-4 ,, .' ;~ ,., J ' ELEV. tFT) ~ ~ DESCRIPTION = -* ~ DEPTH AFT) m ~ - ~ REMARKS . • ~ _ _ ~ ,, - Gray Fme SAND (SP) , ~ - ,. ,0 - Surface Elevation: +24.9+/-' ... ,: , .- - A „ • 4 : ~ F ' - / - . r _ _ 1 1 - - v n ~~ ~ a I { ~ 2 ~ ~ .. - ~ II 4 ` Brown sandy CLAY (CH) 4 z. 2 ~ . . ~ 6 0 . . , fi,~~ .: t ,.. . ~ ' _ 6 . x.•1;8. ~ ..- .:3 ' 'Light ra and oran e g y g very clayey Fine SAND (SC) ' ; > ~ ~ Light gray slightly silty Fine SAND °. 8 ~:~~ ,: ,: I with seams of tan CLAY SP-SM/CH N t G d t o e: roun wa er not encountered `..16 .. within depth of 8.5'. ` 10 ` ~ ~ ~ ~ ~ - f z ~. 14 ORIGINAL ' RECENED .¢ - 12 FIrl3 2 ~ 2006 PARTMENT PLANNING DE 12 CITY OF CLEARWATER . _ 14 , ` K + ~F ~ - ' r- ( ... i . . ~ V.+x `._ .... ,1 -... t' .-.}. . .e..~'...-,~.-....f?-;c. <.. r... ~z':.t! f_.. m e~.w.. .f .. ,a r .~r .., r ~.e.,. .. ....:5` n.. .t - ).. ». "'r'L .i. e yy w. .. ~:~ } ~ ::, - ~ ~ :.. +:_ . ~ . ~h u, - y ~~A i 71 Y ~ .. 4., . 5 - s »s.. .. ~ y e S ; ~ _ ~ - _ ~ I } - .F.~ i r : ~ ` Rue Educational Publ~sh~ers' =~ ~ , . `~~ Building Add~t~ons - ~- ~ .. ~ ~ . . .~~ ~ , _ 4 ~. . _~ _. : _ . , _ ~ ~. . w ~ ~ ~ s~- w----^_~~_~i w~_e~_~_ . .; ~R .. ~ ~ _ ,~ .:c- ~ _ ORIGINP.L A~ ~ ' `" ~ ' ~ RECENED FEB 2 4 20€l6 =.` . _~ pIANNING DEPARTMENT °„ "''" ' CITY OF CLEp,RWATER .~ ~a ~ i ~ ~~ :~ ~ ~ ~~ a . - r r x : ~ , 1 ~ 4 ~~- ~ - T '" • UNDEVELOPED CONDITIONS i .- CURVE NUMB i ER CALCULAT ON I .. , ~. ~ ~ ' N .. - = ._. PROJECT NAME .................... ... Rue Educational Publishers - s -~ . ,: _~:: DRAINAGE BASIN NUMBER:..: 1 BASIN AREA:.......... s' 3.96 AC. } t .. ~. ~,.- ._ ..... `, AREA ! FINAL ~ SAND USE QESCRIPTION' AREA PERCENT .CURVE .. ...CURVE ' <: AC. !' % NUMBER NUMBER : { ` ~ PONDS ~ 0.00 0.00 100 0.00 . IMPERVIOUS - 0.00 = 0.00 ~ 98 0.00 ~, ` ; PASTURE -'A SOIL - 0.00 0.00 39 ~ 0.00 ' `~ t ~ ~ PASTURE - B SOIL 0.00 0.00 61 ~ 0.00 , i ~z ~~' PASTURE - C SOIL 0.00 0.00 74 0.00 __ _ ` ~ PASTURE - D SOIL 3.96 100.00 80 80.00 ~ ~ " ~ {} TOTALS 3.96 100.00 ~` 80.00 , :~ ~, .. -DRAINAGE BASIN NUMBER: ...... BASIN AREA:.......... 0.00 AC. ~ ..~ ~ ;.::...: ;: ; AREA `` FINAL ';:: ~ LAND USE DESCRIPTION AREA PERCENT CURVE CURVE I' AC % >NUMBER NUMBER:: .. _ _.... I ' PONDS - ~ 0.00 #DIV/01 100 #DIV/0! ' IMPERVIOUS ~~'~ 0.00 #DIV/0! 98 #DIV/0! PASTURE - A SOIL 0.00 #DIV/0! 39 #DIV/Ot PASTURE - B SOIL 0.00 #DIV/01 61 #DIV/Ot ~,' PASTURE - C SOIL 0.00 #DIV/01 74 #DIV/0! PASTURE - D SOIL 0.00 #DIV/0! 80 #DIV/01 - TOTALS 0.00 #DIV/0! #DIV/01 x '' ._ ~,; > y ~~ NOTE: CN for entire site is representative of each sub-basin. - . ~. ~ .. . ORIGINAL RECEIVED - FED 2 4 2006 ' PLANNING DEPARTMENT CITY OF CLEARWATER > .: - .: - .~ ~ .. w. ... .~: _ e. -. .' ~ s - .. ~ .,~ -... x . ].- . .. f t y C~ ~ - i . < 'AVED SHALLOW CONCENTRATED FLOW: c (sec.) = U(20.3282"'S"0.5) L = 0.1 ft. . E1 = 0.1 ft. `: a. E2 = 0.11 ft. S = ~ 0.1000 R/ft. OPEN CHANNEL OR PIPE FLOW: SE MANNINGS EQUATION FOR UNIFORM FLOW =1.486/n'R"(2/3) *S(1/2) TANNINGS n n= - rt LOPE S= ROSS SECTIONAL AREA A= IETTED PERIMETER P= YDRAULIC RADIUS R= ELOCITY V= Tc (sec.) = U(3600"V) L = 970 ft. . ~ , - -..sa a. ... ,.. , arr..IIrt~~4+f24, A. Tc = 0.00 minutes 0 0.003 FT/FT FEB 2 2006 ~ ~"2 15 FT PLANNING D ARTME~ CITY OF CL WATER 1.47 FT #DIV/Ol FT/S Tc = 0.00 minutes I s ~...Yrm Educational ~Publishere' £ .. • t ^Building Additions ~, ~ • 4 undeveloped Conditions ' ~ •Hasin Summary ' ' '25 Year / ,1 Hour Storm Eventr '` ' ~ Basin Name: UNDEVEIAPEDl ,~ ' °' •: .' Group Name: BASE ' Simulation: 29-1U ~ ~ - `'.Node Name: UNDEVELOPED) ., u Basin Type: SCS Unit Hydrograph ' c ' ~ Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 3.33 ' '` Comp Time .Inc (min): 3.33 ~ Rainfall File: Fdot-1 ~ s •Rainfall Amount (in): 3.600 ' Storm Duration (hrs) : 1.00 ~ _ -Status: Onsite ' ,- ~. { Time of Conc (min): 25.00 . Time Shift (hrs): 0.00 - 1_ ~ •; Area (ac) : 3.960 '~ a , Vol~of Unit Hyd (in): 1.000 {. d Curve Number: 80.000 ~ t . ` DCIA (~) : 0.000 ~ .. ~i , , 3 Max (hrs) : 0.89 Time ' ~ ~ Flow Max '(cfs) : 7.563 , • , _ Runoff Volume (in): 1.716 >Runoff Volume (ft3): 24659.977 s ~ ~ r . '~ ' ~. ) ' 1 ~; r, ,.. ,.{: - - ORIGINAL ' RECEIVED F~~ 2~ coos ' PLANNING DEPARTMENT , . CITY OF CLEARWATER - _ ~~ . Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamlin e Technologies, Inc. Page 1 of 1 ? ~ 4 wv~. ~~. ,5., t ... .~ ..~ ~L3' - r ... ~ W ~..''fc--v.,.+t $ .4, .-. .. .. a. v .. i .. t •, . ~ ..... .+3.it_ ....=.. $~.r.~...+-n^. ' ~r ~ .Basin Name: UNDEVELOPED) ~ -Group Name: BASE e ~ "M.y Simulation:.25-24U ' - .. ~ .. _ ~~` Node Name: UNDEVELOPEDI Basin Type: SCS Unit Hydroqraph ~ .. e r`' ..,Unit ,Hydrogiaph:'~Uh256 ~- - ~ 'Peaking Fatbr: 256.0 s'.Spec Time Inc (min): 3.33 Comp Time Inc (min)a 3.33 '° ;.Rainfall File: Flmod ' ; Rainfall Amount `(in):-9.000 - Storm Duration (hrs): 24.00 ~~; ~;Status• Oneite _ - '-Time of Conc (min):._25.00 ~ ~.- ~ ~ Time Shift .(hrs) '0.00 'i f' - ; '::Area (ac) "3.960 Vol of Unit Hyd~(in): `1.000 } ~ ..Curve Number: 80.000 °+ ~~ DCIA (8) : 0.000 ' 'Time Max .(h=s): 12.22 Flow Max ,(cfs) :71.886 Runoff Volume (in): 6.566 - Runoff Volume ,(ft3): 94384.352 ~, '! 4 .. Iii } 1 ,~ ,'., . , II ' III i : - , ~. rr ;F~ _ .... •f .. - >. '( ,~ ORIGINAL RECEIVED FED 2 4 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Interconnected. Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Ina Page 1 of 1 ~, .. ,, .. ,v _ - _ ~ ~,, Rue Educational Publishers' Building 'Additions E. Post-Development. Drainage Calculations ORIGINAL RECEIVED FED 2 4 2016 PLANNING DEPARTMENT CITY Of CLEARWATER • . ssxee e r .. .. _, ~ i„ ~' .. .~ ~. . ~ f.sc t.,v ~. ~, ~.;;..~ , ~. .,p,,. r ..: es w- l v,A -. ... ~ .v ~ ~. ~.M.r r .'.wR' ..... ~- ~.:.i .. r ... "t s .+ ,. ~.. }..r'.G.....~ a s.. :t ~ i '.~ ~ - ' ~. (1)1",or 0.5" water quality treatment _ ~ , 4 3 S '~ ~.. } E i { I i; - v ~~ 1' 1 _ .- . 1 - _ 1 ~- 1 ,, .p ~ ~_ 1 -~ -. _~ ORIGINAL 1 ~ ~ RECEIVED - r~ FFB 2 4 2006 ~ $ ANNING DEPARTMENT I Pl _ „ ITY OF CLEARWATER E - C _ -. ~ ~ t I .. ~ ~. <. r x a.• t ~ ... .. _ .• y :~ - ~ - - . r: . .: . ~... _ t ~' ~ ~ -. - . { , ~r 1 Rue Educational Publishers' Building Additions DRAWDOWN WORKSHEET FOR UNDERDRAIN -POND 1 WATER QUALITY ELEVATION = 19.37 FT NGVD :BOTTOM OF POND ELEVATION , _, = 18.50 FT NGVD WATER VOL AT QUALITY ELEV _ = 7Y88 CF UNDERDRAIN CENTERLINE ELEV = 17.65 FT NGVD TOTAL HEAD = 1.72 FT INCREMENTAL HEAD STEP- = 0.1 FT # STEPS TO BOP = 8.7 STEPS # STEPS TO ZERO HEAD ' ~ = 17 STEPS .INCREMENTAL VOL = 826 CF FLOW LENGTH THROUGH FILTER MEDIA = 2 FT HYDRAULIC CONDUCTIVITY(K) = 5 FT/HR 'UNIT PIPE LENGTH (L) ; _ ~ . 1 FT :. ACTUAL PIPE LENGTH "<`. = 160.0 FEET - "ACTUAL DRAWDOWN TIME _ 19.4 HOURS ' (Actual length * Actual time) _ (Unit length" Time for unit length) .Note: For detention with effluent filtration system, - 'detention volume must be available again within 36 hours. . i t 4 _; . i '_ I i :i i ORIGINAL RECENED FED 2 4 X006 PLANNING DEPARTMENT ' CITY OF CLEARWATER ~ j '~ . .. :, P,o. ~~ x .. _ _ 1 , f.ry ~ ~ y ..~ f i y ORIGINAL _ . ,. _.. - o - . . aE CEIVED . - . ,. , . _. " ~= .. ' , .. ~ - P OST-DEVELOPMENT , ~~~ 2 4 206 , - ~'~ ' ~ F ~ CURVE NUMBER CALCULATION -? .' , y ' ' PL ANNING DEPARTMENT 5 - . ~ CIiY OF CLEARVIIATER - c PROJECT NAME ...:................... .Rne Educational Publishers ~., _ . - .DRAINAGE BASIN NUMBER:.. . 1 BASIN AREA:.......... 0.89 AC :~:~:AFt~A :... ..::........:::::: ~::;::FI:N.4L.;:::;: ~.~:~L:Ati~fD ~1S~D~SeR;PION::~' ::> :.:.:.:.:.:.:::::.>:;:.:.:.:.:_:.:::~:~'i4REA::::::: > :<PiwF~CENT:~:~ :.: eURVI~~;; ~:~:~Cl#RV~~:~:~ r ~. . . : aC :; . ;::alo:`:?>:;:::: :NUMg1=R NU:MB~f2-: - PONDS 0.27 30.34 100 -30.34 ` - :~ ~~. IMPERVIOUS - ~ 0.10 11.24 98 ='~:=11.01 ~" .' OPEN SPACE = A SOIL ~° ~-~ -0.00 0.00 39 ~ " • 0.00 '~~ ~ ~ ' OPEN SPACE - B SOIL . - 0.00 0:00 61 :0.00 ~ °~ 3 ' ~ ~ ' OPEN SPACE - C SOIL 0.00 0.00 74 ~ .0.00 i ~ LL ~ ~ ~ . OPEN SPACE - D SOIL ~ 0.52 .58.43 80 46.74 i ,~ - TOTALS 0.89 100.00 ;- ~. 88.09 ~ ` DRAINAGE BASIN NUMBER:..: 2 BASIN AREA:.......... 0.91 AC. I . . . 4. ,., .:.:.:.:.:..:. ,..;.;. ,.;.. ,.:.;. ,. ,,...;.;,.:.;;;.;.;.;.;.;. .;.;.:.;.~.;.;.;.~.~.;.;.;.;.:...~.;,. .;,.;....;.;.;.;...;.;.. EA ,.... ....ETNA :~:.~: .......1-... ' :~:LAf3C#:US:E:DE5~R~PTIt3N~:::: ::::~::::::~:~::~:::~::::~::::;:::::::AFiEA:::~::: ~:PERCENT :~: ::i/lJFt5fE :~::~:~:Cl#R~JE:~::: .~.~....... ,4G;:::~:~:. . ...:~ .°~'n...::.::: :I~IUMBt=F~ .:[VU:MBE:R::: PONDS - - 0.18 19.78 - 100 ~ 19.78 IMPERVIOUS 0.35 38.46 98 37.69 ' _ OPEN SPACE - A SOIL 0.00 0.00 39 0.00 - OPEN SPACE - B SOIL 0.00 0.00 61 0.00 OPEN SPACE - C SOIL ~ 0.00 0.00 74 ' `° ~ 0.00 4 ' OPEN SPACE - D SOIL 0:38 41.76 80 ~ 33.41 _. TOTALS 0.91 100.00 90.88 ; ,; . DRAINAGE BASIN NUMBER ... : 3 BASIN AREA:.......... .0.94 AC. ~- . . ... .,. ~. ~. . . EA ..... F}N'Af:~~~'~' ... ... :;;::LAI~tD .USE. DESCf~#PTION ... ............:.......~......Af~EA...::: >P1=RGEN:T:.:. :.:;~UR~E::_:.:>:;CIjRV~;` ...-. . .......:.......:.... ................... ...:.......:.......:....: AC..::... ..:~.'%o...:~ .. : NUA1F61=R::I~#UItABER:~ PONDS. 0.00 OAO 100 0.00 IMPERVIOUS 0.78 82.98 98 81.32 OPEN SPACE - A SOIL 0.00 0.00 39 0.00 ' OPEN SPACE - B SOIL 0.00 0.00 61 0.00 OPEN SPACE - C SOIL 0.00 0.00 74 0.00 ~ OPEN SPACE - D SOIL 0.16 17:02 80 13.62 TOTALS 0.94 100.00 94.94 NOTE: CN for entire site is representative of each sub-basin. ase4~,-. »-.. z~ .. .. . +.. w. .. .. .++...we-:1...~n. _ ,: _ 1i ii.... .. ~ ~ ..~~- n -. 4~eL_... `., *. . ~ .n. .... L ~ e r¢ 4~ .Y E #~ ~ ~ - .fl ~ ~ ~ ~~~ ~ ~ § 'POST DEVELOPMENT ~ ~ ,. . .; s ': , CURVE NUMBER CALCULATION - , :_ ' ,_ ., -~ .. ~ ~ ~ : :~` PROJECT NAME ................ Rue Educational Publishers _ ~ . , ,. } , ,. • ;~ DRAINAGE BASIN NUMBER.... - 4 BASIN AREA:.......... 1.22 AC. _ . .. .. . . ~.~~ ..... . LAND:U:S~ b ......... IflN ..AI~i=A ... . . PERCEhtT.. .. CURVE ... CUF~VE., , .:.:. ....~ :;~iii'ii'~:i' ~iiii.. `~ / :.. •~?A . { ;. ~ b10 .~:..... .... ~{ {'{~ . IR~~CTC:i . ::~Ii:IIVll31_I~: f ` , 'f PONDS 0.00 0.00 100 0.00 r N IMPERVIOUS ~. ' : `` ~ 0.91 > -74.59 '98 -73.10 < ` _ ; OPEN SPACE - A SOIL ~ 0.00 ' 0.00 39 0.00 I - ' ~~~ OPEN SPACE - B SOIL "• ~ 0.00 0.00 61 0.00 • • OPEN SPACE -'C SOIL 0.00 0.00 74 0.00 ' ' . ~ OPEN SPACE - D SOIL 0.31 25.41 80 20.33 ' r _ TOTALS 1.22 100.00 93.43 R t • ~ . _. NOTE: CN for entire site is representative of each sub-basin. . b; ORIGINAL ~ ~~ RECEIVED ~ .~ FEB 2 4 1006 PLp,NNING DEPARTMENT ; CITY .OF CLEARiNATER ` _~ } ~~c~~ §, Nodes A Stage/Area ,. V Stage/Volume - T Time/Stage 'y ~ i M Manhole ,. . _ i Basins • 0 Overland Elow v SCS Unit Hydro A: POND2 ' ~ 1 S Santa Barbara T: BOUNDARY Y Links P Pipe U : 2 . W Weir C Channel D Drop Structure B Bridge R Rating Curve H Breach • ~ D: DS1'. ~ D: DS3 ~~, ., '. . °.r a ~ ~ M: ECB2 ~ , ~ .,. A: PONDl U:3 • U:1 f P: P2 ~ II • ,~ n ~ - r ~ Z 'T3 v~Q.Z ~ ~O , i.'~ •n ~ i~ f~ ~ P: P1 M: ECB1 r- p m ~ , E. ~ ~n m ~ ::-7D ~ m ~ U : 4 ~~ o D~ D~ rn ~'. m m i .4_ - u S .. h S'` , .. ~ ~ .. _ J .. . ~ ~ ~ * ~~. Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. , a - •. ,~ , ahr,ae. r _ .. _......:.... :. :..~..,._~. ,...,: ............., ., .;: ~.~ .,. »..:... .,....,_s.,„ ._. ..c .~ -._.. .... .., _. _....,...~..w..2.-..~-~-tom... .,; rw..,..«, ,,.,....~.....,c,.b _.w. __... _. ... ... .,.... ...._.....,..,_._._. ......_.. fro F `-• J ' '` _ - . F'~ ~ Rue Educational Publishers' Building Additions ~ '. ' `" Post=Development Input' Report -• ~ ~ - ~• ~ 25 Year /, 1 Hour Storm Event ' a, 'f• - r• a~ ,:~ ..`. Bot Clip(in): 0 000 0 000 ti Stabilizer Option: None ' ,. .. s~+ • ., _ _ °` , ' Upstream FHWA Inlet Edge Description: ; ~Horizontai Ellipse Concrete: Square edge with headwall R, 'Downstream FHWA Inlet Edge Description: .• =-Horizontal Ellipse Concrete: Square edge with headwall -~' .Drop Structures =_-_--_° _°________________°__________ - -- -------- -- - .. 4.. ~' ___ ____ __ _ __ __ __ ___ _ _ ' Name DS1 From-Node: POND1 Length(ft): 34.00 Group: .BASE To Node: BOUNDARY Count: 1 UPSTREAM DOWNSTREAM „ Friction Equation: Average Conveyance ' "Geometry: Circular Circular Solution Algorithm: Automatic Span(in):_24.00 29.00 _ Flow: Both Rise(in): 29.00 29.00Entrance Loss Coef: 0.500 Invert(ft): 17.200 17.000 Exit Loss Coef: 0.000 °,24anning•s N: 0.013000 0.013000 Outlet Ctrl Spec: Use do or tw ' Top Clip(in). 0 000 0.000 Inlet Ctrl Spec: Use do Bot Clip(in)• 0 000 0.000 Solution Incs: 10 a rs~ - .. ••. Upstream FHWA Inlet Edge Description:` Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall ~~ - .. ' ,°*** Weird of 1 for Drop Structure DS1 *** ; ~ TABLE Count: 1 Bottom Clip(in): 0.000 ` Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 ' Geometry: Rectangular - Orifice Disc Coef: 0.600 Span(in):-35.50 Invert(ft): 19.370 Rise(in): 7.50 Control Elev(ft): 19.370 •.~•. .. .;~ ;~ ----- ----------------------------------------=-----------------g------.------------------------ illl ' Name: DS3 From Node: POND2 Len th(ft)• 124.00 Group: BASE To Node: ECB2 Count: 1 - UPSTREAM DOWNSTREAM -, Geometry: Circular Circular ' , ~-~ Span (in) : 18.00 18.00 Rise(in): 18.00 18.00 Invert(ft): 20.700 20.100 _ Manninq's N: 0.009000 0.009000 -:,Yop Clip(in): 0.000 0.000 Bot Clip(in): 0.000 0.000 - Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: - Circular Concrete: Square edge w/ headwall *** Weir 1 of 1 for Drop Structure DS3 *** - Count: l Type: Vertical: Mavis ' Flow: Both Geometry: Circular Span(in): 9.00 Rise(in): 4.00 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.500 Exit Loss Coef: 0.000 Outlet Ctrl Spec: Use do or tw Inlet Ctrl Spec: Use do Solution Incs: 10 Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 Invert(ft): 22.500 Control Elev(ft): 22.500 a - ~- ~ t ` i r .,, : ~i ? .~ {{3 '3 `a 3. .,'3 ORIGINAL RECEIVED ~E~ 2 !~ ~OQ& TABLe PLANNING DEPARTMENT CITY OF CLEARWATER Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. -Page 3 of4 .. _ ~St '.,p v.,. .,.. , ~ ~'1 r+w.... ». r ..- . ~. -~ ...~ K~'._..i .. .. w. ~'1. .`.. rt .. ~ w ._., a .. J....,: .rd ~•. . . . ~. .' S ~~ ~~~~ F ~'..t _ ~!;~ ~ , Rue;Educationa3~1?ublishers' ~~_ ~,,~ ,~;~ ' Building"Additions , ' POSt Development ,a T ' `.Basin Summary3~. s ,25 Yeaz:/,~1'Hour Storm Event a E . Basin Name 1 rs t. '" 'Group Name BASE ~ - ~:Simulatidn: 25-1POST-C.'' -Node Name : .PONDY " "` ~ ~ • -- ' - Basin Type• SCS Unit Hydrograph '! " Unit Hydrograph Uh256 -~ Peaking Fator: 256.0 ~ Spec .Time Inc (mini): 1.33 , ~ Comp Time Inc (min):,1.33 ' Rainfall File: Fdot-1 Rainfall Amount. (in)p 3.600 ., Storm Duration (hrs): 1.00 • .Status: Onsite _ •Time of Conc (min): 10.00 ' Time Shift~.(hrs):-0.00 _ c.Area`(ac): 0.890 ~ ' 3. Vol of Unit'Hyd (in).: 1.000 Curve Number:"88.090 , :,-'DCIA ($) : :0.000 "Time Max (hrs) 0.67 Flow Max (cfs) 3.716 - Runoff Volume (in): 2.367 Runoff Volume .(ft3): 7647.640 s ~ - Basin Name: 2 ` Group Name: BASE Simulation: 25-1POST-C Node Name: POND2 - Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 ' =~ Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc .(min): 1.33 Rainfall File: Fdot-1 Rainfall Amount (in): 3.600 ' - Storm Duration (hrs): 1.00 Status: Onsite .Time of Conc (min>: 10.00 .Time Shift (hrs):- 0.00 Area (ac): 0.910 ~jVOl of Unit Hyd (in): 1.000 Curve Number: 90.880 DCIA (8): ,0.000 ` Time Max (hrs): 0.67 -_ Flow Max (cfs): 9.152 ' Runoff Volume lin): 2.624 "Runoff Volume (ft3): 8666.645 • ~, Basin Name: 3 Group Name: BASE . '£_ - - Simulation: 25-1POST-C Node Name: ECB2 ' - Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 -Spec Time Inc (min): 1.33 _.Comp Time Inc (min): 1.33 Rainfall File: Fdot-1 Rainfall Amount (in): 3.600 ;. Storm Duration (hrs): 1.00 Status: Onsite Time of Conc (min): 10.00 a - Time Shift (hrs): 0.00 Area (ac): 0.940 Vol of Unit Hyd (in) : 1.000 .Curve Number: 99.940 DCIA ($): 0.000 - . f - - ~ -. .. ~ - - 3 ~ : ~. ,~ ~'~ - - , II ~ , ~ ' _ .4 .. } ! .~ ... - t ,. ~ f ~ i ' , - _.. ` ~ . + '„~ .i ' ' + i .~ v _ i _~ i Z ' { ~ } :: i r c. ~ € OrzfCl~tp,L 17Prehi~n FC3 2 ~ 2Q~& PLANNING DEPARTMENT y CITY OF CLEARWATER '_ ~ t e -' interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 2 ~ ; '~ _ .. ., - , ~ - t Rue Educational Publishers _ Building Additions S+'Post-Development ". ~ ' 'Basin Summary ` 25 Year / 1 Hour Storm Event t~ ' x _ Pime Max (hrs) 0.64 ~~ Flow Max .(cfs): 4.631 ~ Runoff Volume (in):`3.030 _. - _ ,- _ .. _ ~ ' Runoff Volume (ft3) .10338.899. . . Basin Name. 9 : Group Name: BASE ' ~ 3 ' ~ Simulation. 25-1POST-C '. Node Name. ECB1 . , .. ~ . - Basin Type: SCS Unit Hydrograph . Unit Hydrograph 'Uh256 - ,t f •: Peaking Fator 256.0 ' t 1 Spec Time 'Inc .(min) '1:33 _ , ^ Comp Time Inc (min) 1.33. ~ -Rainfall File Fdot-1 ~ Rainfall Amount (in):' 3.600 - "Storm Duration (hrs):. 1.00 _ - Status: Onsite ` ' ': _ Time of Conc (min): 10.00 t i - Time Shift (hrs): '0.00 .~ ..Area (ac): 1.220 , ' ,br Vol of Unit Hyd.(in): 1.000 ; Curve Number:`93.430 ; DCIA (8): 0.000 Time Max (hrs):'0.64 ' Flow Max (cfs): 6.008 ' Runoff Volume (in): 2.879 v t .Runoff Volume (ft3): 12727.795 > _ . - _ .{ ,4 I I' li t -. ' - .. RIGINAL s . I i RECEIVED I~ , . " FF~ 2 41006 PLANNING DEPARTMENT CITY OF CLEARWATER ... Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 2 of 2 ~.. .. ~, ... .. '..r'~.: .lS Y.-•?~.~;ei ~• m..:~2 ~..:- .. -ay ~ .u .P r. P .. r. ~.A~ .. :. f .. - .rid, qq ~ S - - ~h+.. ~.,. ,, r , , T . _ ' - Y ? ~ ,e I ~~, • 3 ~ y ~ ' Rue-Educational Pub11. 3hera' uw y t + ° Building Additions - ~ F ~ C r ~ ~ " ~ Post-Development ~ ~ ~ '' ~ _ _ - - ~ ~. + `t r Node Max Conditions ` ' 25 Year / 1 Nour Storm Event ~ ' Max Time Max _ Warning Max Delta _ Max Surf Max Time _ - , t:. ~• ''Max ; Max Timea,;w " 'Max Name Group Simulation Stage Stage Stage Stage s.;-Area ~ Inflow Inflow .Outflow Outflow J. _ _ - - hrs ft. ft fb, ft2. - ,,:hrs. ,cfs' µ hrs?. cfs BOONDARY BASE 25-1POST-C 0.00 18.50 20.00 0.0000. 0 0.99 '`7.51: 0.00 0.00 €. ECB1 BASE 25-1POST-C 0.75 21.19 22.90 0.0050 - 215 0:75' - "10.13:. ' 0.75'`. '- 10.10 .• - ?.1 - ECB2 BASE 25-IPOST-C 0.76 21.99 24.50 0.0050"' ~` 209 0.75 9.79 0.77 4.69 POND1 BASE 25-1POST-C 0.99 20.39: 21.00 ,' 0.0039 10588 0.75 13.57 0.99 7.51'x,' ` POND2 BASE 25-1POST-C 1.00 23.78 25.00 ' -0.0031 5976 0.75 3.84- 1.00 ~ Y ' 0.99 - rn . - M y( '. J:. `.. 1 ~. . . ~ /~ ~ Z Z O~ ~v D ~~ ~~ m m ~ Z -a ~.. j' .* -.. ~ ,,,,. ~i . m Q ~' t~ . . ~ m ~ w'~ , m o ~ rn x.~.> .~ ~' ~ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. r^ :; - r'., ., ~ - ~ -~ ~ - _ ~ t _ . - _ ~ _ , Y .x. .~ - ~ ~ ". ' .. ,. .,~ ~ ~ ~, P'. ~ .. ` _ - T - ~ 1 , Rue Educational Publishers r ~ _ T ~ r ~-:. . . t ' s'' ` r °'~ ~ ~ - Building' Additionq ,: ~> P l -D , ~ . ~ ~ - .. r, ~ ~ - -~ - ;: ~ ~, P :, z r -~ ' '' s ~, ost eve opment . - - .. , .p Link Max Conditions ~ ~ _ - ~ s - 25 Year / 1 Hour Storm Event ~' v ^ , Max Time Max ~ Max Max Time Max Max Time r Max ~ ~ ' ~:= Name Group Simulation Flow- Flow Delta Q 'US Stage US Stage DS Stage. DS Stage, ~ ~ ~.> ,~ .' hrs cfs cfs hrs ft hrs ft ~ ... ~ - DS1 RASE 25-1POST-C 0.99 7.51 , 0.032 0.99. 20.39. 0.00 18.50..:. DS3 BASE 25-1POST-C 1.00 0.94 -0.002. T.00 23.78 0.76 21.99 _ P1 BASE 25-1POST-C 0.75 10.10 -0.412 0.75 21.19 0.99 20.39 P2 BASE 25-1POST-C 0.77 9.69 -0.027 0.76 21.99 0.75. 21.19 s ~ , ~~~ ., aY _ ,, ' ,'.,, a~, . .. ,. , ., _~ _ ~ - ~ - - < ~t t 9 ~t 25 Year / 29 Hour S Nodes A Stage/Area V Stage/Volume T Time/Stage M Manhole Basins O Overland Flow a::. U SCS Unit Hydro S Santa Barbara 3` x .Links °' ` P. Pipe ~F W Weir ~*~r C Channel D Drop Structure ~ , B Bridge . ~:': R Rating Curve H Breach Et. -.. ~.. ;.^., ~; ~,:. r.»,F; _~ ,, ~' £-J4' }' t; '` ~,.,_ torm Event A: POND2 - T:BOUNDARY U:2 - D: DS2 _ D: DS1 ._ M: ECB2 ,2 •. . U:3 _ - A: PONDl U:1 P: P2 n Z '~1 OZ ~ m0 ~ 0 t~ m ~ P: P1 M: ECB1 ~'y r^ ~ y `~ n~ m ~ W: HIGH STAGE ~ rn ., ~Z « --~ . .y __ ... r -. r Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. ; ; - ~;, . `. r. , ~. ~. ~ , f~ik.... r.. ..:Ir ++.~ +6 ~ .... -~ .. ... -.... - . ... w. .r r.. a~ ..r... J. ~ .rt-.a.i•w~...+J4dw+.r.-rt+r~+s.•4N~~ : ~..n..e~. rM - r .rr.~ r~~ Rainfall File: 'Storm~Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 0.890 ~, Time Shift(hrs): 0.00 x Curve Number: 88.09 Max Allowable Q(cfs): 999999.000 DCIA(~): 0.00 ,3 - - °,;. ~ Y ~ Name: 2 , Node: POND2 •'1jV. Status: Onsite ' ~: < ~- •Group: BASE -. -Type: SCS. UnitHydrograph Unit Hydrograph: Uh256 .Peaking Factor: 256.0 .,Rainfall File: ::Storm Duration(hrs): 0.00 ' 1 'Rainfall Amount(in): 0.000 Time o.f Conc(min): 10.00 ' ` Area(ac): 0.910 ~ Time Shift(hrs): 0.00 " "~ Curve Number: 90.88 _• Max Allowable Q(cfs): 999999.000 ' DCIA($): 0.00 s ' ~-s. - _ r Name: 3 Node: ECB2 Status• Onsite ~ Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peakinq Factor: 256.0 . ~.;-: Rainfall File: - .Storm Duration(hrs): 0.00 - ~.- Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 ' Area(ac): 0.990 Time Shift(hrs): 0.00 .Curve Number: 94.94 Max Allowable Q(cfs): 999999.000 DCIA($): 0.00 - •~ "' Name: 4 Node:'ECB1 Status: Onsite ,Group: BASE ~ Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 .Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 ' r Area(ac): 1.220 .. Time Shift(hrs): 0.00' R•. ~ ti ~ Curve Number: 93.43 Max Allowable Q(cfs): 999999.000 ' DCIA(~): 0.00 ., , = Nodes_°===_____°___ ___- =-====-a= -~ ' Name: BOUNDARY Base Flow(cfs): 0.000 Init Stage(ft): 18.500 ORIGINAL ' Group: BASE warn Stage(ft): 20.000 RECEIVED ' - Type: Time/Stage FEB 2 4 2006 Time(hrs) Sta ge(ft) o.oo le.soo PLANNING DEPARTMENT 29.00 18.500 CITY OF CLE,o;RWATER i Name: ECB1 Base:Flow(cfs): 0.000 Znit Stage(ft): 19.700 Group. BASE Plunge Factor: 1.00 Warn Stage(ft): 22.400 , Type: Manhole, Flat Floor Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 5 vs , a ~Y: ,-. . .'h - ,:~- vs ~ J:'r ~:' =i ,. .. ~ - ~~-t~ , '~ ~ 'S tr ~ ~- r pct; + +t :L4 'r .,- ~ _ .._ _ . ,-.. . .. ,. ..-. ,..,.... .. .. . . .. ... ., ~ - , .F _ + ~ .,. ..-.._ -,.... . .: . : - _ ,. ; ,. f .:~ M r ' ~ ~_ ~ Publishe s ~. Rue Educational . ; • °' , Building~Additions=~ - _ - ` - '.`Post-Development ~ ~ .. - : • ' Input Report _ 25 Year"/ 24 Hour Storm Event. y - t ( '''` - --$tage(ft) --- Area(ac) _. „ -, s _ ~ .... r ------------------------------------------------------ _ Name• ECB2 Base Flow(cfs): 0.000 ----------------g ----------------- Init Sta e(ft): 20.100 , 1 Group: BP SE Plunge Factor: 1.00 Warn Stage(ft): 24.500 .Type: Manhole, .Flat Floor . I ~ Stage(`ft) Area(ac) 1 . .. II ~ :. i :'Name: POND1 .Base Flow(cfs): 0.000 Init Stage(ft): 19.370 1 •Group BASE Warn Stage(ft): 21.000 `v S ' •Type Stage/Area 1 i _ . ' Stage(ft) Area(ac) -- -- ---- - ----- I 't !! F - - 0.1730 18.500 - _ 19.000 0.1900 > 20.000 0.2270 ) ' 21.000 ~ 0.2660 ~ , ~~. I Name: POND2 Base Flow(cfs): 0.000 Init Stage(ft): 22.500 - ~~ Group: BASE Warn Stage(ft): 25.000 ' Type: Stage/Area .. , Stage(ft) Area(ac) . 22.500 0.0930 '~ ~ ' 23.000 0.1100 24.000 0.1450 25.000 0.1630 - ------------ - ~ Cross Sections °_-_ -__-__ - _ - x,.Name:~l Group: BASE .,, Encroachment: No ' r . . Station(ft) Elevation(ft) Manning's N ~ ~~ 0.000 23.000 0.000000 •- ( I ' '12.000 22.500 0.000000 ~ -d ' 24.000 23.000 0.000000 ~ ~ ----____----- ------------ -_ .t I _ ' =Pipes = __________-__ __-_° __°__ °____=_ °-____________ _ __---_° _ - _ Name: P1 From Node: ECB1 Length(ft): 74.00 '4'' Group: BASE To Node: POND1 Count: 1 Friction Equation: Average Conveyance i UPSTREAM DOWNSTREAM ' Solution Algorithm: Automatic Geometry: Horz Ellipse "Horz Ellipse Flow: Both ORIGINAL ~ e Span(in): 30.00 30.00 Entrance Loss Coef: 0.50 . Rise(in): 19.00 19.00 - Exit Loss Coef: 1.00 RECEIVED e Invert(ft): 19.700 18.820 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use do or tw • !, . Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use do F ~ ~ cB 2 0 ~ ~ ', Bot Chp(in): 0.000 0.000 i Stabilizer Option: None ~ " •; ' PLANNING DEPARTMENT ~i' Upstream FHWA Inlet Edge Description: CITY Of CLEARWATER Rorizontal Ellipse Concrete: Square edge with headwall ». Dovrtstream FHWA Inlet Edge Description: ' ~ i ` Interconnected Channel and Pond Routin Model ICPR ©2002 Streamline Technolo 'es Inc. g ( ) gl Page 2 of 5 ~.. .ye>.j.,~.rfy~{ •~'..ti. Ywm ,. .. _ q y -. ... >.~ v. - ~ ,.. . •~nW =.. -. .- >-. f,' «>.. .y „~:F ..; ex, i, ~ .-_ ,. ':Y' ~ r ~ a r i -. x -..,~ i. { E"' .R~e Educational Publishers'" ' _, -Building Additions. Post-Development - . ,_.Input Report _ a _... ,, ~_."} 25 Year L 29 Hour Storm Event " Filename: F:\ICPR\ICPR3\165-13\25-24POS . ;, _ ~,~ AExecute:-Yes Restart: No `~ "Alternative: No _ ~ ~-, Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 "Start Time(hrs): 0.000 v 'Min Calc Time (sec): 0.5000 Boundary Stages: s sp ~, - ¢ 5 -. ~ _ "s, ., ~ ` t .. ~ FEB 2 4 2006 r . PLANNING DEPARTMENT CITY OF CLEARWATER ~..3, ~I ~ ~ ~ ~ ~ _ . W Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. r ~~+ " ~ ~~ Page 5 of 5 ..9 -.--Rue Educational Publishers'- ?Bullding Additions ~` Post-Development Basin Summary ' 25 Year / 29 Hour Storm Event _ s. _ ' - ri.' - ''~ {f? i } 4 Basin Name: 1 Group Name: BASE -. Simulation: 25-24POST 3 Node Name: PONDl "` -- _ Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 '. 3' Peaking Fator: 256.0 ; ~', Spec Time Inc (min): 1.33 - f .,Comp Time Inc (min): 1.33 ' '. ,> Rainfall File: Flmod 'Rainfall Amount (in): 9.000 c. .t' ..,Storm Duration (hrs): 24.00 ~ ~' Status: Onsite ` - ~. • Time of. Conc (min): 10.00 ~« ' Time Shift (hrs): 0.00 ~ '` '` '- '.Area (ac): 0.890 i ', ~ - t Vol of Unit Hyd (in): 1.000 ~ ' • " • ~ Curve Number: 88.090 _ -~ ti DCIA (0:.0.000 '~ : ~-.; ; Time Max(hrs). 12.04 ,~~ :Flow Max (cfs). 4.509 , Runoff Volume (in): 7.556 ~ _ Runoff Volume (ft3):`24412.249.' N _ F ~ I ,. Basin Name: 2 ----- 'Group Name:_ BASE Simulation: 25-24POST n ° '' Node Name: POND2 ; Basin Type: SCS Unit Hydrograph '`~° ' t~ i Unit Hydrograph: Uh256 } Peaking Fator: 256.0 1 Spec Time Inc (min): 1.33 ~y' Comp Time Inc (min): 1.33 Rainfall File: Flmod _ '~ _ .Rainfall Amount (in): 9.000 Duration (hrs): 24.00 Storm _ . Status: Onsite - _ .,Time of Conc (min): 10.00 , • Time Shift (hrs): 0.00 ,,: - ," , Area (ac) : •0.910 .. :Vol of Unit Hyd (in): 1.000 5 r Curve Number: 90.880 :: DCIA (8):0.000 Time Max (hrs): 12.04 Flow Max (cfs): 9.730 " '~ _ Runoff Volume (in): 7.896 ~ Runoff Volume (ft3): 26082:333 i - z::,: ~ ..:. 4' -- Basin Name: 3 - . Group Name: BASE Simulation: 25-24 POST ORIGINA Node Name: Ecsz L ' Basin Type: SCS Unit Hydrograph RECEIVED ~ Unit Hydrograph: Uh256 Peaking Fator: 256.0 F~(] ~ ~ ZQO6 Spec Time Inc (min): 1.33 LL~~ iJ ' ' Comp Time Inc (min): 1..33 ~ Rainfall File: Flmod Rainfall Amount (in) : 9.000 PLANNING DEPARTMENT storm Duration (hrs) : z4.oo CITY OF CLEARWATER •• Status: Onsite Time of Conc'(min): 10.00 • -Time Shift (hrs): 0.00. Area (ac): 0.990. Vol of Unit Hyd (in):.1.000 ' Curve Number: 94.940 DCIA (B): 0.000 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. .Page 1 of 2 ~. _ ~ -- _ _r _ ,Rue Educational Publishers' ~ ;,~ ~ 1 <Building Additions ~" f ° ..Post-Development ' ~~~ ' ; Basin Summary ' _ t ~ 25 Year / 24 Hour Storm Event ~ _ + ' .# .' : t ~. ; ~_. i 4 _ i ,, :: Time Max (hrs): 12.09 , ` ~' ;Flow Max .(cfs) : 5.018 r ,. ~ ,.. ~ ,.. <.. Runoff Volume (in): 8.388 _ . , ,Runoff Volume (ft3): 28620.662 ~ " .. i - _ - Basin Name: 9 : "~ ` Group Name: BASE , - ,Simulation: 25-24POST s m Node Name: ECB1 Basin Type: SCS Unit Hydrograph ? ' a,_• •-Unit Hydrograph. Uh256 ~ '_. " ~ `q.Peaking Fator: 256..0 ` , *~ ~, ` , Spec Time Inc (min): 1.33 ~ ~ 'Comp Time Ind (min): 1.33 - , ^'~ .;Rainfall Files Flmod ;; :, ~. Rainfall Amount (in): 9.000 ~ "`` Storm Duration'(hrs): 29.00 ~ ~. Status: Onsite 4 ~ Time of Conc (min): 10.00 - i, ' '-Time Shift'.,(hrs): 0.00 .. I ~ ~.. ~,' Area (ac): :1.220 _~ ~ i Vol of UnC Hyd (in): 1.000 ~ i • -Curve Number: 93.430 ~.,~.; DCZA (~) : 0.000 I Time Max (hrs): 12.04 _ Flow Max (cfs): 6.958 Runoff Volume ,(in): 8.205 Runoff Volume (ft3): 36337.122 - I III _ r.. Y .. - - r + _ } f - ORIGINAL " ~ _ RECEIVED 1 F EB 2 4 2006 ~' PLANNING DEPARTMENT ~. CITY OF CLEARWATER .._=, _ ~~ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamlin e Technologies, Ina Page 2 of 2 -. 1 ,,~ z ,. ~ .. . -, , _ ..n 8Y' - _ , ~ I i - .. ~ . .. .. t ' . ,~ - ~ F4 •~ {; " r..: a ' Rue Educational"Publishers' ~~ 7: y+ r . , ' '~~~ Building Additions . rcr .. t ~ y Post-Development. _ .. ~ >~ ? Node Max. Conditions .i r ~ ~ . ,; 25 Year / 29 Hour'Storm Event , .. f °.. Max Time - Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage ~ Stage Stage Stage Area Inflow `Znflow' ~ Outflow Outflow ~.. hrs ft" ft ft ft2 hrs cfs hrs" cfs BOUNDARY BASE 25-29POST 0.00 18.50 20.00 0.0000 0 12.28 ~ . .11.86 0.00 0.00 - ~~ ECB1 BASE 25-29POST 12.00 21.21 22.90 -0.0072 156 12.00 '. 11.61' , 11.95 ~ 16.39 ~ +' ECB2 BASE 25-29POST 12.01' 21.65 29.50 0.0050 - 129 12.00 5.35 12.01 5.39 F' PONDl BASE 25-29 POST 12.28 20.78 21.00 0.0037 11293 11.95 20.39 12.28 11.86 ~ +~'.~'% POND2 BASE 25-24POST 12.63 29.60 25:00 .0.0037 7309 12.00 ,. 9.61 12.63 .''- 1.61 „ , .. '_ y '~ r y ~;.r; ~x ~. ., .. 1 r';.. _. 1k ~'r /'~ ~ ' Z O Z~ ~ ~ ~ 4 V/ ry m ~ v ~ y ~ ~, "' ~ ~ --~ o ca ~ -~, ~ °' m m ~ Z r.::.,..... ~~ Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. ,, . ,. Page 1 of 1 µ ~ a - # ~ . ,. . - .. :. . - - s .. ,. ,..>. r .. : ,~ .. e -~. ,. . - : -; ~ , . i s 4 • . ' tue'Educational Publistiere ~ . ~ , . , ~ . :., .. e ~• Building ,Additions ~ ~ Post-Development ~ - . *; - • - Link Max. Conditions ~. ' "~ - 25 Year / 29 Hour Storm Event ~ - ' i Ma x Time Max Max Max Time Max Max Time Max ~,. r , *•.. Name Group .Simulation Flow; Flow ~ Delta Q .US Stage US Stage< DS Stage DS Stage ,Y ' hrs cfs cfs,. hrs. ,ft hrs ? ft DSl SASE 25-24POST 12.28 11.86 -0.036 12.28 20.78 0.00 18.50 DS2 SASE 25-29P0ST 12.63 1.61 0 025 12.63 29.60 12.01 21.65 - - HIGH STAGE BASE 25-29P0ST 0.00 ';0.00 ," ' 0 000 !, 12.00. 21.21 - 12.28 20.78 ,• P1 SASE 25-29P0ST 11.95 16.39 -6210 ;. 12.00" 21.21 12.36 ~ 20.76 V ~ P2 BASE 25-24P0ST 12.01 5.39 0.059 12.01 21.65 12.00 21.21. ~ '. - , , `,,v .. r;, . . . ~ . <. ~. ` , n ~ , Z 'Tl ~ Z ~ ~ m ~ _ ' _ m ~ mom D rh ~Z p ~~ o o ~ ~''i ~ rn m m ~7 Z Interconnected Channel and fond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Swale Calculation For` Of~Site Runoff ORIGINAL RECEIVED FEB 2 ~ 200& PLANNING DEPARTMEN?~ -CITY OF CLEAI2VVATER t .~ ~~ .~ .. ,. -~ ~ ...mow T+. .`'"fir.. j ;:: r Rue Educational Publishers' Building Additions _. ~ . " Off-Site Area To The North M~ `Sn ut Re ort ' P P ~ '. 25 Year / 24 Hour Storm Event Name: OFFSZTE ' Node: OFFSITE Status: Offsite i Groupi BASE Type: SCS Unit Hydrograph ~. Unit Hydrograph:~Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 15.00 ' Area(ac): 0.470 Time Shift(hrs): 0.00 . - Curve Number: 92.00 Max Allowable Q(cfs): 999999.000 DCIA($): 0.00 -CURVE NUMBER FOR 1/8AC OR LESS RESIDENTIAL LOT SIZE WAS UTILIZED '' TYPE D SOIL 1; III' `, ~. >. ~ ~ . . .- r . Interconnected Chan ,1 ~ s: ,. .: - Rue Educational Publishers' ,...Building Additions -0ff-Site Area To The North i Basin Summary ~ 25 Year / 24 Hour Storm Event ' I I Basin Name: OFFSITE Group Name: BASE i I -~ - Simulation: 25-240FFSITE , t .. Node Name: OFFSiTE Basin Type: SCS Unit Hydrograph i ~ Unit Hydrograph: Uh256 ~ Peaking Fator: 256.0 , +~ r Spec Time Inc (min): 2.00 ' Comp Time Inc (min): 2.00 ~ Rainfall File: Flmod ' ' Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 `v Status: Offsite „y~''~. Time of Conc (min) : 15.00 Time Shift (hrs): 0.00. Area (ac): 0.470 Vol of.-Unit Hyd (in): 1.000 - ~.Curve Number: 92.000 DCIA (~): 0.000 I, ' ~, Time Max (hrs): 12.10 Flow Max (cfs): 2.097 Runoff Volume (in): 8.032 9 Runoff Volume (ft3): 13703.054 ORIGINAL ~ RECEIVED . : . FHB 2 4 2Q06 ~~ PIANNING DEPARTMENT CITY OF CLEARWATER Interconnected Channel and Pond Routing Model (ICPRj ©2002 Streamline Technologies, Inc. Page 1 of 1 . o y .. .. ~ .. , _ __ .. ,._ __ .. yM. ~- x ~ _ * ~ _ - ~ Rue Educational. Publishers' Building Additions ., , " . . PROPOSED SWALE (ASSUMES 4:1 SIDE SLOPE) ~ ~ ,s~ _ -. : . ~: ``' ~ ', USE MANNINGS EQUATION FOR UNIFORM FLOW i ,. _ IN AN OPEN CHANNEL Q=A/V=1.486/n"A"R"(2/3)~'S(1/2) -~ ~ ` ~~ MANNINGS n ~ n= 0.030 ' . ; SLOPE S= 0.0025 FT/FT ; DEPTH - Y- 0.5 FT ~ BOTTOM WIDTH OF SWALE W= 2.0 FT AREA A= 2.00 FT"2 WETTED PERIMMETER P= 6.12 FT HYDRAULIC RADIUS` R= 0.33 FT FLOW Q= 2.35 CFS SWALE IS OK SINCE 2.35 cfis IS GREATER THAN 2.1 cfs ORIGINAL RECEIVED FEB 2 4 2Q06 PLANNING DEPARTMENT CITY OF CLEARWATER