The URL can be used to link to this page

FLS2004-04026 Cl W CoverSheet ----- 1 () c.-ottflm ...... --- FLS2004-04026 2760 GULF TO BAY BLVD Date Received: 04/28/2004 BANK & RETAIL CENTER ORIGINAL ZONING DISTRICT: C LAND USE: CG ATLAS PAGE: 291A PLANNER OF RECORD: NOT ENTERED I ~lrl1!1DggQ G~l~\.~l 0; l/f!;rQ ..'lt~ 1li,"".....,,#~7x~ l::I~..' ~##-r/-- ....~h," \ 1/ 1. ., ~ i;"",,",~''-~ /" .~.. t>~- .= - ," <=:(~ ",c.~ :=.=:: ,.9il "'lr.~~~- ~.. '....? - .-- .. "';YL'f'~ .'~" "".....(.($.~.J~>>:~.... ......... t1TE~, ,It "'U4./1071' ~ CITY OF CLEARWATER PLAl'JNING DEPARTMENT - . Posr aliKE Box 4748, C1U,RW~TERJ FlORIDA 33758-4748 MUNICIPAL SFRV1CE~ BUILDING, 100 SOUTH MYRTLE:. AlffNUE, CLEARWATrR, FLORIDA 33756 THEPIlO"lE (727) 562-4567 FAX (727) 562~4576 Lo"lG RANGF PIAhNING DEVI:l OPMI:.NT RFV1FW June 25,2004 Mr Fredenck Blecha 20 N Orange A venue SUIte 1107 Orlando, FL 32801 RE. Development Order regardmg case FLS2004-04026 located at 2760 Gulf to Bay Boulevard Dear Mr Blecha ThIS letter constitutes a Development Order pursuant to SectIOn 4-202.E of the Commumty Development Code On June 10, 2004, the Development Review CommIttee (DRe) revIewed your applIcatiOn for FlexIble Development for development of 6,600 square foot bank/credit umon and a 4,700 square foot retml bUlldmg The request IS for a front (south) setback reductIOn from 25 feet to 15 to parkmg lot pavement per sectIon 2-703 R The DRC recommended approval of the applIcatIon With the followmg bases and condItions Bases for aIJProval 1 The proposal complies With the Flexible Standard Development cntena for the Commercial Dlstnct per SectIOn 2-703 R, 2 The proposal IS m complIance WIth other standards m the Code mcludmg the General ApplIcabilIty Cntena per SectlOn 3-913, and 3 The development IS compatIble wtth the surroundmg area and Will enhance other redevelopment efforts Condlttons of approval 1 That all four bUlldmg elevatIons for both bUIldmgs be proVIded and meet approval of the planmng department, 2 That a copy of the approved SWFWMD permIt be proVided, 3 That a copy of the approved FDOT penrnt to connect to the Box Culvert under Gulf to Bay be proVIded, 4 That a copy of an approved nght-of-way permit from DOT for all work wlthm nght-of-way be proVIded, 5 That payment for the relocatlOn of an eXlstmg traffIC signal pole and all appurtenances to be patd for by the applIcant, 6 That a copy of an approved DOT penrnt for dnveway connectlOns be proVided, BRJAN J AUNG'iT, /1.1,\ i OI!~COM^t1S"IONtll Hm I l"ltlMIITON, VIU /l.1AYOR CO~1MI~"IUNj-1! WHI rNn GRiIY, CO~'\II~,IOt'>1 H fRANK IlIlJ~tlkn. COMMI"SIONFR * 1311 I JO,\"ON, CO\"\II'~IO"11{ "rQUAl EM!'I OYMfNT AND Art IRMAlllff An ION I MPI OYFR" June 25, 2004 ' Mr Blecha - Page 2 7 That approval letter from CIty of St Petersburg allowmg the proposed parkmg surface/dnve aIsles, water maIns, and etc wlthm their water mam easement area be provIded, 8 That Open Space Impact fees be paid pnor to Issuance of bUlldmg permIt, 9. That the landscape plan be amended to reflect the change out of the East Pal atka holly to Dahoon or other tree WhICh IS not prone to dIsease, 10 That the landscape Islands 10 the area between bUIldmgs shall meet SectIOn 3-1202 E of Code, and 11 That all of the above condItIOns be provIded pnor to the Issuance of any bUIldmg permIts 12 That the Easements for both fire hydrant hnes and storm easement will need to be recorded pnor to Issuance of certIficate of occupancy Please contact Earl Barrett, Real Estate Services Manager @ (727) 562-4794 for mformatIon needed to obtaIn such easement(s) I concur wIth the fmdmgs of the Development ReVIew Comnuttee and, through thIS letter, approve your applIcatIOn for FleXIble Standard Development The approval IS based on and must adhere to the app IIcatI on dated recel ved A pn I 28, 2004 and revIsed Sl te plans dated recm ved June 17, 2004 Pursuant to SectIon 4-303, an apphcatlOn for a bUlldmg permit shall be made WIthm one year of FleXIble Standard Development approval (June 25, 2005) All reqUIred certIfIcates of occupancy shall be obtamed wlthm one year of the date of Issuance of the bUlldmg pemut TIme frames do not change With succeSSIve owners The Issuance of thIS Development Order does not relIeve you of the neceSSIty to obtam any bUlldmg permits or pay any Impact fees that may be reqUired In order to faCIlItate the Issuance of any permIt or lIcense affected by thIS approval, please bnng a copy of thIS letter With you when applymg for any penmts or lIcenses that reqUire thiS pnor development approval If you have any questIons, please do not heSItate to call John Schodtler, Development ReView SpecIahst at 727-562-4604 You can access zomng for parcels wlthm the City through our webslte www myclearwatet com * Make Us Your Favontel lanmng Dtrector S \Plannmg Deparlment\C D B\Standard F1ex\Pendlng Cases\2 - ReVIewed and Pendmg\Gulf to Bay 2760 {C)\Gulf to Bay 2760 Development Order doc o SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION 1o.rrE~(t]T,",~ \YJ ~ I tltlGINAl d J]II :=i II Ii Planning Depa~rri~sl APR 2 8, 2004 I U Ij CASE # ~LS 2m. - 100 South MY~h'ie' iW'i!llUe _ --1 ~ DATE RECEIVED ______________ Clearwater, FI ~~Mf4l&..eEY!;~Qf:Ml;NIS...Gb I RECEIVED BY (staff inItials) _______ Telephone 72"":5~-~~ ~ ATLASPAGE# ______________ Fax 727-562-4865 . ZONING DISTRICT ___________ LAND USE CLASSIFICATION __ SURROUNDING USES OF ADJACENT PROPERTIES NORTH SOUTH WEST " ~ ?; rwater ~ ~ ' r\~ ~~ o SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION Including 1) collated, 2) stapled and 3} folded sets of site plans o SUBMIT APPLICATION FEE $ * NOTE 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised ll/18103) -PLEASE TYPE OR PRINT- A APPLICANT, PROPERTY OWNER AND AGENT INFORMATION (Code Section 4-202 A) APPLICANT NAME W ~ Q" ++- R e. ~ f E d-d( r ~r v I tr 'r MAILING ADDRESS ILII Lvest-s~r-l I3lud'l 7f:.""pt-" I FL 516"01 PHONE NUMBER (WIJ) 'L&1-67o(J FAX NUMBER (fIJ) 2g1-13Gl. Ba'1foc-k.. f'Mcr5'1 :rile (OWI'CV) / W'f"* Rt'AI Ej~-fj Setvilff (cc;"fr,),(./Ir~) (Musl 'ndude ALL owners as Ilsled on lhe deed - proVide Original slgnature(s) on page 6) PROPERlY OWNER(S) AGENT NAME Frederhk A E/cc-f-...c... . p, E . St."f.( I/o, , I ' Or[e,rJo, j:L S l8'o I , MAILING ADDRESS 20 N OrQ"'~l Avt. {Y01 J 20(,-11..1.1.- X 10'1- l ~(n t ql{k-l~60 FAX NUMBER C'{(n~ l.Ob-1tl} r Me do,,, ~ J +.1 h.....Jt..f--er t-t'cJ.". co,.,.... PHONE NUMBER CELL NUMBER. E-MAIL ADDRESS B PROPOSED DEVELOPMENT INFORMATION (Code Section 4-202 A) LEGAL DESCRIPTION Z " 0 G...,I{ - h - 81; 1 /jlvrJ I (fR -, 0) / ClCCtrlA/o.'v-- . F L Je~ SkHl- C01-.. STREET ADDRESS of subject sIte PARCEL NUMBER. (If not II sled here please nOle Ihe locat I on of lh ,s docu ment ,n lh e sub mllla I) /1- 2.9- If, ~ 00000 - 2.lfD-OI 00 PARCEL SIZE 2 22 a err 5 : 9(" 701. SF=' I (acres, square feet) PRCf'OSEDUSE(S)AND SIZE(S) ~__UQO 5F_k~~jCre2,t- U,.,iP.!::::-_UL-IOU_SF ~ffr.II______>' (number of dwellmg Units, hotel rooms or square footage of nonreSidential use) DESCRIPTION OFREQUEST(S) 7he. p-rofO s:t1 &("l.1dvp Mt" f-- Me 1:1-5 S- f-c,.,...tAa.,cA IhJt(o r _~....+- Page 1 of 6 - FleXible Standard Development Apphcatlon- City 01 Clearwater AUech sheels and be speCJllc when IdenllfYlng Ihe requesl (Include ell requesled code devlallons e 9 redue lion In required number 01 parking spaces speclhc use ele) Cr, f-fr~ tvl1L, rk hlJf J, e l.'" rl'J,fA.Lu( fQ eycep-h'ol\ dt- tht tpro'forcd frl;/nr S~+t,tIlc4 Me 2f' sftb~r.t., 11-.1: I) I 5t fbl{. k c;. fI,w!.l I"" FI ry, 1/ (. f hi,.d t:trrf. I)N!: lop"" ,J. DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGI-ITS fTDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO L (If yes, attach a copy of the applicable documents) C PROOF OF OWNERSHIP (Code SectIOn 4-202 A 5) .d" SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 6) o WRITTEN SUBMITTAL REQUIREMENTS (Code SectIOn 3-913 A) o ProVide complete responses to the SIX (6) GENERAL APPLICABILITY CRITERIA- Explain how each cntena IS achieved, In detail The proposed development of the land Will be In harmony With the scale, bulk, coverage, denSity and character of adJacenl properties In which IllS located TJ.. <.. prC(j ~d-- } r (o,..rtrnfl. I-- wi tt.. 1J.,." SUfi ur.v.J,,.. S Co"yo.""trl.,'O I d rvdopoto-p,J- \..vI I-h "'~5o.,.J r -Ie u.rCS I COvUllIr I 1ll'f'tJ.,enq dE arch,ht.f-re I clr"J'h, / fir. ProJect ({)Af,'t'"r of Si"jlt S-h:,.,~ S"hv. (,.......,I:j ti""of 0,.1'1 (2..) lItSe] 0" 7. H. o,{rff 2 The proposed development wllf not hinder or discourage the appropriate development and use of adjacent land and bUildings or Significantly Impair the value thereof T'. r- _~ , f "" j (r:..r- /"I, Jl ^ or ^ I flJ 0" 0 I ol;S c tl,^r"j L N J.rvd elfN-.o...r 0_ _ adUa (tool/- 1'i^J.r. Of(-I;fr r/-r;rr.....~f,r h q,ctrJ,...,~h.~ fr-rv....JL... t/....c r/t{, f1'11~ r.fll- \IOI/tAl. 0 f prC'pored sf,... <h...rtf Ci~ tArSCl/.{t O,^,A Ctlf\Srrhttf-- WI~ rlA/~I/l,.Jh.J'(' 3 The proposed development Will not adversely affecl the health or safety or persons reSiding or working In the nelghbomood of the proposed use Tf.. Q prQPorJ. bCt\~ e;,N /'en:1 open.s..~N lire. sa:k CirA 010 AGr- JNIIA.)e a(~\t, ~'rr w/...,'tL Q,rt. !(J-k...~~1 h~r..{K OJ .fQ hill) (' rrKl 4 The proposed development IS deSigned to minimiZe traffic congestion.,.., L- t / "e ~C[" }fI <:1......oIes rCc.lfS'J" OT tft...~ JI.r"QI.,~ :" l-trsecl,l.iV\ d.( SR-r; 0 ........t Hi Ifa,,.-boJ /Jr. J1..-e fro f:f, r sf-v.Jv." Pl'tpW_ toJ' thij fu..t A/I.ttc-( CC,fI dl.A.rJ!] tht.1- do.rJve I H "f"'(A f1.:L J~fo.cf, tN,ll NJr S"f'}/olf-, 5 The proposed development IS consistent With the community character of the Immediate VICInity of lhe parcel proposed for development J~~ fNij1.c+- ; S 0.. h<<"k l...A,,~l lJ GO. rrn/lj C-r-M~I"'"~ fI(,e...l. rJ..e. UfJc..f( J("elo,~r~r wfit ~ M'-J ,.,,) Cc^ {Irk...r tv{1.L., "r w de" t l6~ II"'&.. f-- s f-o,J QrrJr '^S (j &, Cleqf"Wa.1rr N\cd I 6 The deSign of the proposed developmellt mllllmlzes adverse effects, including VIsual, acoustic and olfactory and hours of operation Impacts, on adjacent properties / t e ro tt>1-- V lrl)..~ II Ot.fn~fo/., {I",-;rS1wn I ICf ~ lotltL-. larJ~( ,,.. 0" rfl,.,t fR-60 COl'ndfJr ' Iv ().f't. Ci Sf 0 ~ i.J r.v f?h. ff.,.( (Jr cr (II l'.A W'~, ~ ccv.Ifl't Or Page 2 of 6 - FleXible Standard Development Appllcatlon- City of Clearwater o Provide complete responses to the applicable nexlblllty crltena for the specific land use as listed In each Zoning District to which the waiver IS requested (use separate sheets as necessary) - Explain how each cntena IS achieved, In detail NfJr E STORMWATER PLAN SUBMITTAL REQUIREMENTS (City of Clearwater DeSign Criteria Manual and 4-202.A 21) \lZ( STORMWATER PLAN including the following requirements if EXisting topography extending 50 feet beyond all property lines, V Proposed grading including finished noor elevatIOns of all structures, V All adjacent streets and municipal stonn systems, \/' Proposed stonnwater detention/retention area Including top of bank, toe of slope and outlet control struclure, V Stormwater calculailons for attenuation and water quality, ...L..- S Ig nature of Flon da reg Istered Profess I 0 na I En gin e er on a II plans and ca I cu lations \I2f COPY OF PERMIT INQUIRY LETTER OR SOllTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWfWMD) PERMIT SUBMITTAL (SWFWMD approval IS required pnor to Issuance of City BUilding Permit), If applicable F SUPPLEMENTAL SUBMITTAL REQUIREMENTS (Code Section 4-202 A) u{ SIGNED AND SEALED SURVEY (Including legal descnpllon of property) - One orlgjna I and 14 caples, 16 TREE SURVEY (mcludmg eXlstmg trees on site and within 25' of the adjacent Site, by species size (DBH 4' or greater), and location, Includmg dnp lines and Indicating trees 10 be removed) - please deSign around the eXlstmg trees, tel LOCATlON MAP OF THE PROPERTY, "11 PARKING DEMAND STUDY In conjunction With a request to make deViations to the parking standards (Ie Reduce number of spaces) Poor to the submittal of thiS application the methodology of such study shall be approved by the Community Development Coordmator and shall be m accordance With accepted traffiC engmeerlng prinCiples The flndmgs of the study Will be used m determmlng whether or not deViations to the parking standards are approved, 'l1" GRADING PLAN, as applicable, o PRELIMINARY PLAT, as required (Note BUilding pennlts Will not be Issued until eVidence of recording a final plat IS proVided), o COPY OF RECORDED PlAT, as applicable, G SITE PLAN SUBMITTAL REQUIREMENTS (Section 4-202 A) ui SITE PLAN With the follOWing mfonnatlon (not to exceed 24' X 36 ') ~- ./ !L.- V ~ All dimenSions, North arrow, Englneenng bar scale (mmlmum scale one Inch equals 50 feet), and date prepared, Location map, Index sheet referenCing IndiVidual sheets Included In package, Footpnnt and size of all EXISTING bUildings and structures, Footpmt and size of all PROPOSED bUildings and structures, Page 3 of 6 - FleXible Standard Development AppllcatlOn- City of Clearwater v ~ ~ ~ All required setbacks, All eXisting and proposed pomls of access, All required sight triangles, Idenl1ficatlon of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including descnptlon and location of understory, ground cover vegetation and wildlife habitats, etc, Locailon of all public and pnvate easements, LocatIOn of all street nghls-of-way within and adjacent to the Site, Location of eXisting public and pnvate utilities, including fire hydrants, storm and sanitary sewer lines, manholes and 11ft stations, gas and water lines, All parking spaces, dnveways, loading areas and vehicular use areas, Deplcllon by shading or crosshatching of all required parking lotlntenor landscaped areas, Location of all solid waste containers, recycling or trash handling areas and outside mechanical eqUipment and all required screening {per Section 3-201 (0)(1) and Index #701}, Location of all landscape matenal, Location of all onslte and off site storm.water management facilities, Location of all outdoor Ilghllng fixtures, and Location of all eXisting and proposed Sidewalks v ~ v ../ L ..l..:::: ...J.::::. x:.. v .......... o v v' J L /' SITE DATA TABLE for eXisting, reqUired, and proposed development, In wntten/tabular fonn Land area In square feet and acres, Number of EXISTING dwelling Units, Number of PROPOSED dwelling Units, Gross floor area devoted to each use, - . . ...a J v ./ .../ --./ I 7' 7' ~ Total paved area, including all paved parking spaces and dnveways, expressed m square feet and percentage of the paved vehicular area, Size and species of all landscape matenal, OffiCial records book. and page numbers of all eXisting utility easement, BUilding and structure heights, Impenneable surface rallo (I S R ), and Floor area ratio (F A R) for all nonresidential uses v o REDUCED SITE PLAN to scale {8 % X 11} and color rendenng If pOSSible, FOR DEVELOPMENTS OVER ONE ACRE, proVide the follOWing addltlonallnfonnatlon on site plan One-foot contours or spot elevations on Site, Off site elevations If required to evaluate the proposed stormwater management for Ihe parcel, All open space areas, LocatIOn of all earth or water retaining walls and earth berms, Lot lines and bUilding lines {dImensIoned}, C'mn'n Budding and structural setbacks (dimensioned), Stru Clural ov e ma n g s, Tree Inventory, prepared by a "certified arbonst", of all trees 8" DBH or greater, renectlng Size, canopy (dnp lines) and condition of such trees H LANDSCAPING PLAN SUBMITTAL REQUIREMENTS (Section 4-1102 A) o V v v v V J V J lANDSCAPE PlAN All eXisting and proposed structures, Names of a b uttmg stre els, Drainage and retentIOn areas including swales, Side slopes and bottom elevallons, Delmeailon and dimenSions of all reqUired penmeter landscape buffers, Sight vlslbillly triangles, Dehneatlon and dimenSions of all parking areas mcludmg landscaping Islands and curbing, Proposed and reqUired parkmg spaces, EXlstmg trees on-site and Immediately adjacent to the Site, by speCies, sIZe and locat/ons, Includmg dnphne (as indIcated on reqUired tree survey), Plant schedule With a key (symbol or label) mdlcatmg the Size, descnpllon, speCifications and quaniltlas of all eXisting and proposed landscape matenals, mcludlng botanical and common names, Location, Size, and quantities of all eXisting and proposed landscape matenals, indicated by a key relating to the plant schedule, TYPical plantIng details for trees, palms, shrubs and ground cover plants Includmg InstruCllons, SOil mixes, backfilling, mulching and protective measures, Intenor landscaping areas hatched and/or shaded and labeled and Intenor landscape coverage, expresslllg III both square feet and percentage covered v 11"" V V Page 4 of 6 - FleXible Standard Development Appllcatlon- CItV of Clearwater Conditions of a prevIous development approval (e g conditions Imposed by the Commumty Development Board), Imgalion notes if REDUCED LANDSCAPE PlAN to scale (8 Y, X 11) (color rendenng If possible), o IRRIGATION PLAN (required for level two and three approval), o COMPREHENSIVE lANDSCAPE PROGRAM applicaton, as applicable BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS (Section 4-202 A 23) ReqUired In the event the application Includes a development where design standards are In Issue (e g Tounst and Downtown Districts) or as part of a Comprehensive Infill Redevelopment Project or a Resldentlallnfill Project V' BUILDING ELEVATlON DRAWINGS - all Sides of all bUildings Including height dimensions, colors and matenals, 1:1 REDUCED BUILDING ElEVA 110NS - four Sides of bUilding wllh colors and materials 10 scale (8 Y, X 11) (black and white and color rendering, If .L J SIGNAGE (DiVISion 19 SIGNS I Section 3-1806) wf All EXISTING freestanding and attached signs, Provide photographs and dimenSions (area, height, etc ), Indicate whether they Will be removed or to remain V All PROPOSED freestanding and attached Signs, Provide details Including locatIOn, Size, height, colors, matenals and draWing, freestandmg signs shall Include the slreet address (numerals) o Comprehensive Sign Program applicailon, as applicable (separate application and fee required) K. TRAFFIC IMPACT STUDY (Section 4-202 A 13 and 4-801 C) 'fi/ Include as reqUired If proposed development Will degrade the acceptable level of seNlce for any roadway as adopted In the Comprehensive Plan Tnp generation shall be based on the most recent edition of the Institute of TransportatIon Engineer's Tnp General Manual Refer to Secllon 4-801 C of the Community Development Code for exceplions to thiS reqUirement L SIGNATURE J~ 0 ftu ORANGE STATE OF FLORIDA, COUNTY OF ~8 Sworn to and subscnbed before me thiS .a: '1 day of ~ll ,A D 201l..l( 10 me and/or by fu.dinck. A e.lec~, who IS @rsonally knowl)) has produced as Identl:on d? ~ ~ public, My commiSSion expires f 2Jj:)S I, the undersigned, acknowledge that all representalions made In thiS application are true and accurate to the best of my knowledge and authonze City representailves to VISit and p,otograph the property descnbed In thiS application Signature of property owner or representative 1l; AIlsa F Morse . . My Comrrn8SlOf\ 00019224 '\;0. ';/ Expires April 19, 2005 Page 5 of 6 - FleXible Standard Development AppllcatlOn- City of Clearwater AFFIDAVIT TO AUTHORIZE AGENT ~Cil.j t'oc.k.. EI1 ~l.1. L......c... (Names of all property owners on deed - please PRINT full names) Thai (I am/we are) the owner(s) and record litle holder(s) of the following descnbed property (address or general location) 2,60 6uff'Iv-8t:ol /j{tJd. {S-R-bO 1 Clca.rwrA.fv 1 FL €.- rt~ Ho.l'bcr lJ1, 2 That this property constitutes the property for which a request for a (descnbe request) OcvcltleN\tf<.'" of ~ 6,~OD If tJa~ (J.fvi. '1,100 fF rtf~rl IJl~"'J,""r v as (his/their) agent(s) to execute any peilllons or other documents necessary to affect such petition, Fred fritf... A fj'r ch.q." L r (I: IfftfA''^lJ b ", er I< fi Rl!r.( EJh.'Tf (CCl^t1ttd-(I~ 10 ,[t,/Cw..izr' Tee^- f'd/flJ''t.l (A-J~~+- ) 3 4 That Ihls affidavit has been executed to Induce the City of Clearwater, Flonda to conSider and act on the above descnbed property, 5 That site VISitS to the property are necessary by City representatives In order to process this application and the owner aulhonzes City representatives to VISit and photograph the properly descnbed In this application, 6 That (I/we), the undersigned authonty, hereby certify that the foregOing IS true and correct J~ a /ft1.. rw Wlfwtr Rc./ 6fh:t( Property Owner Property Owner Property Owner Property Owner De.l\ #J6c COUNTY OF~ ST A TE OF FLORIDA, Before me the undersigned an officer duly commiSSioned by the laws of the State of Flonda, on ~~ L ' d.i:OL{ personally appeared WerIck.. t\ ~~ De oses and says that he/she fully underslands the contents of Ihe affidaVit that he/she Signed QQ~~ {JfJ day of who haVing been first duly sworn ~,~ Notary Pubhc My Commission Expires 11\ \4LD~ i~.1\ AIlsa F Morse · ~ ; My CommiS8lOll 00019224 \:0' ",::I Expres AprH 19, 2005 - S tPlannmg Del>artmentIAppIICal,on Formsldevelopmenr revJBwlflBX,ble standard devBlopmBnf Bppllcat,on 2003 doc Page 6 of 6 - Flexible Standard Development Apphcatlon- City of Clearwater / I / AFFIDAVIT OF PROPERTY OWNERSHIP OR CONTROL In accordance with Rules of the Department of TransportatIon, Chapter 14-86 004 (4) a, I, BA\.j~ t:t-lou,'1. IrJ,- , who reslde at 10:-\ 0 c..ALOweL.L. '2::>1 . OlAiZ-Lol1E- ,~c. '2&.2.03 ,c eftI fy that lawn or control the follOWIng de'scnbed property C::iEE E:.X.t-+H31\ 'A t SIGNED ~J. DATE ), /03 WITNESS NAi\rffi u Se 1/ 01 ADDRESS Or\r;,,-do ~L ~7%OI NAME ~rJ~ ADDRESS 20 ^-) OeM-,{,G I/'-4C ' (VI,..,c ((07 /)(2.UJiV()d,;:1...- 3 LJo ( , Sworn to and subscnbed before me. thIS 1't~ (day) day of )aV'\~Jaf ~ (month) , 8.t~~ (year) Q~~ J - (f(\J} f'ft-- 0Iotary PublIc. State of Flonda My CommIssIOn ExpIres W- , MIt8 "Monte t. [ !!oj My Comrrllll8lOfl 0001i2a4 "'" "'. lIllplrea Ap1j119 2005 FROM , WYATT&ASS0CIATES PHONE NO 813 287 23'32 Apr, 23 2004 12:45PM P2 BAYROCK ENERGY, INC. '031 SOUTH CAJ...DWIS: .... STR E: ET · SI,IITE 1 0 t . CHAR L.OTTr!, NOR'TH CAROb! NA 28203 PHONE:' 704.34.4 1 147 . FAX 704,344 97:aS December 22, 2003 To Whom It May Concern, This letter herby authorizes Wyatt Real. Estate Services, Inc to mowfy the eXIsting approved Site plan fOT that certain property ldentIfied on the attached survey. (Approximately 2.22 acres located on Gulf to Bay Boulevard at Sky Harbor Drive) Smcerely your~ L -;F/J&..a., ~~":Ce ~ ~tiliew Bogdovitz VIce PresIdent FROM : WYATT&A6S0CIATES PHONE NO, ' 813 287 2392 Apr 23 2004 02, 17PM P2 ~ i Wyatt ~~ Real.Estate ~: ... ServIces, Inc. III".~ CommercIal Real Estate Apn123, 2004 To Whom It May Concern, RE: LETTE~ OF AUTHORIZATlONIPOWER OF AITORNEY TO ACT AS AGENT Clea.rwatet Bank and Retail Center, Clearwater, Pmcllas County, Flonda Gentleman The foIJowI'08 named Frederick. A. Blecha is hereby deSignated and authonzed to act on behalf of Wyatt Real Estate Services, Ine. m the capacrty of agent to prepare, process, and apply fur all necessary pemuts and funush supplemental mformatIon rdated to the development of C1earwateJ' Bank and Retail Center sa 60 at Sky Harbor Dnve PinelJas County Clearwater, Flonda Pemuts apphed for may !Delude but not be IJID.1too CO FDOT. water management district, Army Corps of Engineers, publiC or pnvate utility, municipality, or any other sUDllar govenung body haV1.tlgJDnsctictJ.oo over the proposed development, AGENT OWNERlCONTRACTEE Name Company Title Fre4enek A Blecha Stillwater TechnolOgies, Inc. Agent JdJ a MX Wyatt Real Est$: Savlces, Inc. Signature ~w#l1 ,'" i\. AD." "'"'" Signature 'ij' AD~ F "'"'" . ~ .; My COffilTllSS/Ol1 00019224 . . My ComrrnSlJ.lQll DD01Q2Z4 'l) Op ,,:.1 ExPires Apnl19 2005 Notary as to Owner \;:", t;..I Explfea AprIl 19, 2005 Notary as to Agent CUlQ,!ny~~ . ~.lttkD Signature Expiration QQ~ € ~ll~ L( I,i~ Sigl1atpl"c E:qnratioD ~~~ Witn~s 1211 Westshore Blvd, Tampa. FL 33607 Phone. (813) 287.0700 PaA; (813) 287-2392 EmaU wyattrealestare:@aol com Page 1 of 1 17 / 29 I 16 I 00000 I 240 I 0100 28-Apr-2004 1J.M SMith, CFA PJ.nellas County Property AppraJ.ser 02:47:31 Ownership InforMatJ.on Uacant P rope rtlj Use and Sales BAYROCK ENERGY INC OBK' 10685 OPG, 0467 1031 S CALDWELL ST STE 101 CHARLOTTE HC 28203-3511 COMparable sales value as Prop Addr, 0 o f J an 1, 2003, based on Census Trac t , 2:68 08 sales frOM 2001 - 2002' 0 Sale Date OR BoOk/Page PrJ.ce (Qual/UnQ) Vac/IMp Plat InforMation 10/1.999 10.685/ 467 907.000 (0) U 0000: Book Pgs - 3 11,998 10.021/ 409 475.000 (U) U 0000' Book Pgs - 0 /0 0/ 0 0 ( ) 0000, Book Pgs - 0 /0 0/ 0 0 ( ) 2003 Value EXEMPTIONS Just/Market' 769.400 HOMestead, 0 OwnershJ.p % .000 Historic 0 Use %, .000 Assessed/Cap' 769.400 Tax ExeMpt % .000 Other ExeMp t, 0 Taxable' 769,400 AgrJ.cultural 0 2003 Tax InforMatJ.on Updates for 2004 Land InforMatJ.on J.n progress, 2004 Changes not reflected J.n 2003 Values, DJ.strJ.ct' CW Seawall Frontage' Clearwater VJ.ew, 03 MJ.11age' 23.0851 Land SJ.ze Unit Land Land Land Front x Depth Price Units Meth 03 Taxes: 11,161.68 1) o x 0 II. 50 78.709,31 S SpecJ.al Tax .00 2) o x 0 .00 00 3) o x 0 .00 ,00 WJ.thout the Save-Our-HoMes 4) 0 x 0 .00 00 cap, 2003 taxes wi 11 be 5) 0 x 0 ,00 ,00 11,161.68 6) 0 x 0 ,00 .00 Without any exeMptions, 2003 taxes will be 17.761 68 Short Legal FROH SE COR OF NW 1/4 TH W 314 11FT TH N 60FT FOR POB Description TH W 285. 89FT TH N 270FT TH E 313 7 FT TH S 133.76FT ~ ~ hi! j ~ 4 nUl ~ ~~ .... RH~~ ~ i fil' ILQ l!llll! lH ~~Il!lPIIUI!!U 011 I I!I " !I,' I "1' II'" ~ !; '1"11 'II ',I' 'I '" ill! I ~,.. l~ ~ " III I ~ III 0 I 'I ~ ~ R IIIIW'''''n.'''"1 ~...'II ' ! ')))')" !:IIIII;!! II m 1111 llllll 'a " I :1.. "I I" Il'ti II hll. 'II : ~ Ilil'lj IILI r ~ /!: . II ~ : i 1'llW" · ~ : i I il,l: 1,1 i,fi!f!! I' ~ E ilU:1l ;'11 =' r illll'!" 1 : 1111'*1" : ~ J '1'111"1 ~ '1 ~~ .!lil'li ~ "1,11. " n ~ 1,,1 !!~~! : I" oJ 1~~i;Ii: ~ ,!Ii,,1 i ' i ';'1 Illi~I' d'll 'I' Iii i 1 I i 1 ! ; 4 iii:!~ b'l~ 'sl.::u 'INn , lJ. ii ~ ~ l ~ ~ : Cl ~ ; ~ - 1= IJ ~ '.... '......~II...., '<0 ~ '~";~l \: : flt'{~l ~ :II I I" " jl, I I ~ 11!1 \ : ,I I I 11:11 ~~_~_-:Jl: '~ ;r: ~ ,/ N '" '" '" .r; ; '" ..., 'f ;t> -" lD 'I:: -" on ....... ..... II m;i i~:~ ! ill ,q i: · ", III . . !~:-F- r'" . ., _ ! J .... "..1111I I / - ,/ ........- - - - .a.$.-.~_~ ~_ _ _ _ _......... ...""'~.... (OM) moo L t>1 I .. '" \. V> ?'I I 311 j: I ;;)h II': JI - - !! " .. ,.. III r1! ~!~ i \ iii . - !LCO'I...."I:. (lIOf) =00 P, ill" Ii: . . , , I : ~- .'.''1'0. .~':D - - - - _I _ __ _ _......-.r-n""__ ~ ,_11I...........__ ~ 'II! :i1iP 'l'lii ~!Ii fll niP-II! in Ii Iillllllli' ;!il!! 11 Ii !imgm! Ii I! m,iIU!!!!! Ii!!! mljil;!! 11 i ~ ~ I !! I I' III 11'1!6 .! 'il 'I hIli'}' r i !,ili!II'll' Ii ! ,I, hi. ,I' I' 11'1. !'!l' \' ii! !I'il !! r ',jl! !:IPI~ !I:li:~ l!ii i:!1 !i~!li il!1 iIP,! Ii ! m::imii II ! !i1i!::III:!ii! Ii ~ i!!!I~IIHi '11 'II' I "I, ~,ll"h I 'lilli' II!;!I <> ~ ~lilllil,l!" I' ~l II!!'" ",l'll!i" 611 I! " itll:! Ill!.:'i ,1,lill.,li! : 1 I'ill Ii !:l;ifiiil: Ii !l,lh~!i!t, Ij ilj~!!ll, Ii .~ Iii I 'II , ~l': '1!lli !i!i!ij! ! I ill :iil!il Ii i; ij!~:l"1 !"'I;i!~!;:I"1 I:lli:iil;;:!!:l 'I !l'!.im:!,' I <, 'I i" I ." "!I' j"''' , Ill~ 111"1 I J I '" . II .. II"i PI' II I! .. ":,,,, I ,',:/',11, I ,. I' , II '" . , I! '. . j' II 10 , I! !"I .! r'i' I i~'I'I! I I 'I ';' I I" II 'I j11! h ;1 1'llill}1 !Y i:!II.: i I 1!ll il j! i 1 :~l!! :!l ~ i i;i Jill! Ii; I !:j I !tlll II: I I i1 II '! i i: 1'1." III : ... 'iulll'..' I~'j!ll'" '1Ih!" , Ij 1'1 : I l~l,l II j!!.il! 'l,j!~i i I l~ji!! Hii!!iij! i~;l!:lii! i lilli!jU I ~ ! : : Ir. Ii I :'ilil. 'I' Iii 'i :;ii i Illij jii! :~!IW.Fi I !!l!;llii! " ::! ;'l liI " i ~ i " .. .. i ; ~ ~ : ~ ~ - t 1" : ! i i ~ SECTION 17, TOWNSHIP 29 So, RANGE 16 E., CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA DESCRIPTION PARCEL A T1-IAT PORTION OF T1-IE NORTHWEST 1/4 OF SEC1l0N 17, TO'NNSH1P 29 SOUT1-l, RANGE 16 EAST, PINELlAS COUNTY, FLORIDA BEING FURTHER DESCRIBED AS FOLLOws. COMMENCE AT lHE CENTER Of SAID SECTION 17, lHENCE ALONG lHE EAST UNE OF lHE NORTHWEST 1/4 OF SAID SECTION 17, N OO'9'21-W, 33000 FEET, THENCE ALONG A UNE 33000 FEET NORlH OF AND PARAli.EL TO lHE SOUlH UNE OF THE NORTHWEST 1/4 OF SAID SECTION 17, S 89 -<<1'01 Ow , 3-<<130 FEET TO lHE POINT OF BEGINNING, lHENCE SOUTH, 13376 FEU, THENCE 'NEST, 3000 FEET, THENCE SOUlH, 2700 FEET, THENCE WEST 2000 FEET, lHENCE SOUTH, 77 00 FEET; lHENCE 5.45"29'42-E. 3J 24 FEET, lHENCE SOUTH, 905 FEET TO THE NORTH RIGHT-OF WAY UNE OF GULF-To-BAY BOULEVARD (STATE ROAD 60) AS RECORDED IN OFFIOAL RECORDS BOOK 6750, PAGE 808 OF THE PUBUC RECORDS OF PINELlAS COUNTY, flORIDA, THENCE ALONG SAID RIGHT-OF-WAY UNE, S 89'-<<I'01.W, 265 89 fEET, Tl-tENCE N 00' 9'21 "W , 27000 FEET TO THE POINT OF INlERSECTlON WITH A UNE JJO NORTl-t OF AND PARAlLEl WITH Tl-tE SOUTH UNE OF THE NORTHWEST 1/4 OF SAID SECTION 17, THENCE ALONG SAID UNE, N.89'46'010E, Jl J 70 FEET TO THE POINT OF BEGINNING CONTAINING 181 ACRES MORE OR LESS TOGETHER WITH PARCEL B THAT PORTION OF THE NORTHWEST 1/4 OF SECTION 17, TO'NNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA BEING FURTHER DESCRIBED AS fOllOWS COl.4MENCE AT THE CENTER OF SAID SECTION 17, THENCE AlONG ll-lE EAST UNE OF THE NORTHWEST 1/4 OF SAID SECTION 17, N OO'9'21.W, JJD 00 fEET, THENCE ALONG A UNE 3JO 00 fEET NORTH Of AND PARALlEl TO THE SOUTH UNE OF THE NORTHWEST 1/4 Of SAID SECTION 17, S 89.46'01.W, JOO DO fEET TO ll-lE POINT OF BEGINNING, THENCE ALONG A UNE JOO 00 fEET WEST OF AND PARALlEL TO THE EAST UNE OF SAID NORTHWEST 1/4, 5.00'9'21-E., 27000 fEET TO THE NORTH RIGHT- OF-WAY UNE OF GUL.F- TO-BAY BOULEVARD (STAlE ROAD 60). AS RECORDED IN OmOAL RECORDS BOOK 6750, PAGE 808 OF THE PUBUC RECORDS OF PINELLAS COUNTY, FLORIDA, THENCE ALONG SAID UNE lHE fOLLOWING S 89'-<<I'01"W, 1501 FrET, lHENCE N 00'3'59"W, 1000 FEET, THENCE S 89 -<<I'Ol"W, 50 00 fEET, THENCE S 00'3'59"E. 1000 fEET, THENCE S 89'46'01.W, 910 FEET, THENCE LEAVING SAID UNE, NORTH, 905 FEET, THENCE N 45"29'42"W, J324 FEET, THENCE NORTH, 77 00 FEET, THENCE EAST, 2000 fEET, THENCE NORTH, 27 00 FEET, THENCE EAST, JO 00 FEET, THENCE NORTH. 133 76 FEET TO A UNE .33000 fEET NORTH OF AND PARALlEL TO THE AFORESAID SOUTH UNE OF THE NORTHWEST 1/4 OF SAID SECTION 17, THENCE ALONG SAID UNE. N 89'-<<I'01-E, 46 JO FEET TO THE POINT OF BEGINNING CONTAINING 041 ACRES l.40RE OR lESS EAST PARCEL Tl-IAT PORTION OF Tl-IE NORTHWEST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELlAS COUNTY, FLORIDA BEING FURTl-IER DESCRIBED AS FOLLOWS COMMENCE AT mE CENTER OF SAID SECTION 17, mENCE ALONG THE EAST UNE OF THE NORniWEST 1/4 OF SAID SECTION 17, N DD'9'21.W, JJO DO FEET, THENCE ALONG A UNE .33000 fEET NORlH OF AND PARAli.EL TO THE SOUTH UNE OF mE NORTHWEST 1/4 OF SAID SECTION 17, S 89'46'Ol"W, JOO 00 FEET TO mE POINT OF BEGINNING, l'HENCE ALONG A UNE JOO 00 FEET WEST OF AND PARAli.EL TO THE EAST UNE OF SAID NORTHWEST 1/4, 5.00'9'210E, 27000 fEET TO mE NORTH R1GHT- Of-WAY UNE OF GULF-To-BAY BOULEVARD (STATE ROAD 60), AS RECORDED IN omOAL RECORDS BOOK 6750, PAGE 808 Of mE PUBUC RECORDS OF PINElLAS COUNTY, FLORIDA, THENCE ALONG SAID UNE mE fOllOWING S 89'46'01"W, 1501 FEET, THENCE N 00,J'59"W, 1000 FEET, THENCE S 89'-<<1'01 Ow , 5000 FEET, T1-IENCE 5.00'3'59"E., 1000 FEET, THENCE S 89'46'01"W, 29499 FEET, Tl-tENCE N 00' 9'21 "W , 4307 FEET TO lHE INTERSECTION WITH THE NORTHWESTtRL Y UNE Of AN EASEl.4ENT TO PINELlAS WATER CO AS RECORDED IN DEED BOOK 1465, PAGE 105, THENCE ALONG SAID UNE N 36"29'490E, 26314 fEET, THENC[ LEAVING SAID UNE N 89'46'01.[., 190 J2 FEET TO THE POINT OF BEGINNING CONTAINING 1 78 ACRES l.40RE OR LESS WEST PARCEL THAT PORTION OF THE NORTHWEST 1/4 OF SECllON 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, flORIDA BEING FURTHER DESCRIBED AS fOU.OWS COt.lt.lENCE AT THE CENlER OF SAID SECTION 17, THENCE ALONG THE EAST UNE Of THE NORTHWEST 1/4 OF SAID SECTION 17, N 00' 9'21 "w , no 00 fEET, THENCE ALONG A UNE 33000 fEET NORTH Of AND PARALlEL TO THE SOUTl-t LINE Of THE NORTHWEST 1/4 Of SAIO SECTION 17, S 89'-<<I'01.W, 49032 FEET TO T1-IE INTERSECTION WITH THE NORll-lWESTERLY UNE OF AN EASEMENT TO PINEu.AS WAlER CO AS RECORDED IN DEED BOOK 1-<<15, PAGE 105, AND THE POlNT OF BEGINNING, THENCE ALONG SAID UNE S 36"29'49"W. 263.14 FEET, THENCE LEAVING SAID UNE N 00' 9'21 ow , 22693 FEET, THENCE N 89'46'01.E, 16968 fEET TO THE POINT Of BEGINNING CONTAINING 044 ACRES t.lORE OR LEss. NOTES 1 FIELD BEARINGS SHOWN ARE BASED ON THE NORll-l RIGHT-OF-WAY UNE OF GULF TO BAY BOUlEVARD, AS UNE B8NG S 89'40'01-W (D&F) 2 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL or A FlORIDA UCENSED SURVEYOR AND MAPPER 3 NO EXCAVAl1QN WAS PERfORMED TO VERIfY THE LOCAl1ON OR EXlS1tNCE Of ANY UNDERGROUND Ul1Ul1ES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR fOUNDA110N5. UNDERGROUND Ul1UTY UNE LOCA110NS (If SHOWN HEREON) ARE BASED UPON Ul1UTY PROVIDER A1lASES AND VISIBlE fAOUTY EVIDENCE. THIS Ul1UTY LOCA110N METHODOLOGY MEETS THE REQUIREMENTS Of A QUAUTY lEVEl C AS DEf1NED BY THE FEDERAl HIGHWAY ADMINISTRAl10N Ul1UZING THIS MElHOO IT IS NOT UNUSUAl TO FIND THAT 15 TO 3D PERCENT Of THE UNDERGROUND Ul1Ul1ES ARE EITHER OMITTED OR ARE PLOnED 1WO fEET OR MORE IN ERROR 4. RE-USE Of THIS SURVEY fOR PURPOSES OTHER THAN WHICH IT WAS INlENDED, WITHOUT WRITTEN VERIFlCA110N, WILL BE AT THE RE-USERS SOLE RISK AND WITHOUT UABIUTY TO THE SURVEYOR NOTHING HEREIN SHALL B[ OONSlRUED TO GIVE ANY RIGHTS OR BENEf1TS TO ANYONE OTHER THAN THOSE CERl1f1ED TO 5 ALL fOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED 6 THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE Of ANY JUR1SOICl1ONAL. HAZARDOUS OR ENVlRONMENT ALLY SENSll1VE AREAS 7 THE SITE APPEARS TO BE IN FlOOD ZONE X. ACCORDING TO THE fEDERAL EMERGENCY MANAGEMENT AGENCY, FlOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 125096 0017 D, EfffCl1VE DATE AUGUST 19, 1991 POLARIS ASSOOATES, INC AND THE SIGNING SURVEYOR HEREON ASSUMES NO UABIUTY fOR THE ACCURACY Of THIS DETERMINA110N THE AUTHOR OF THE MAP, THE fEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVlNG JURlSDIC110N OVER SUCH MATTERS SHOULD BE CONTACTED PRiOR TO ANY JUOGMENTS BEING MADE fROM THIS INFORMAl1ON THE ABOVE REFERENCED MAP STATES IN THE NOTES TO THE USER THAT -THIS MAP IS FOR INSURANCE PURPOSES ONLY" 8 ANY ZONING INFORMATION SHOWN OR NOTED HEREON IS BASED ON INfORMA110N AVAILABLE DURING THE PREPARA110N OF THE SURVEY THIS INFORMA110N SHOULD BE VERifiED WITH THE GOVERNING AUTHORITY PRIOR TO ANY DETERMINA110NS OR DESIGN 9. UNLESS OTHERWISE INDICATED, THE PROPERTY DESCRIP110N AND EASEMENTS SHOWN WERE FURNISHED TO POLARIS ASSOCIATES, INC AND ARE PRESUMED TO BE CORRECT NO SEARCH OF ANY PUBUC RECORDS, FOR EASEMENTS, DEEDS, ETC, WAS PERFORMED BY THIS FIRM FOR THE COMPLEl10N OF THIS SURVEY 10 DESCRIP110NS AND EASEMENTS SHOWN HEREON WERE TAKEN fROM A COMMITMENT fOR l1lLE INSURANCE, ORDER NUMBER 401989DSCA, EFFECl1VE DATE FEBRUARY 18,2004 AT 8.00 AM, ISSUED BY HILL.. WARD It HENDERSON, PA, 3700 BANK Of AMERICA PLAZA, 101 EAST KENNEDY BOUlEVARD, TAMPA, FlORIDA 33fi02-5195, 813-221-3900 ITEMS 1-5 NOT A MAnER OF SURVEY ITEM 6 EASEMENT IN fAVOR OF PINELLAS WATER COMPANY RECORDED IN DEED BOOK 1465, PAGE 105, AS TO PARCELS A AND B SHOWN HEREON ITEM 7 EASEMENT IN FAVOR OF OF OTY OF ClEARWATER RECORDED IN OffICIAL RECORDS BOOK 5950, PAGE 51, AS TO PARCELS A AND B SHOWN HEREON ITEM 8 UNRECORDED SIGN LEASE AGREEMENT DATED NOVEMBER 2, 1982 IN FAVOR OF NA110NAL ADVERl1S1NG COMPANY, AS DISCLOSED BY TRUSTEE'S DEED RECORDED IN OmOAL RECORDS BOOK 10027, PAGE 409. AS TO PARCELS A AND B SHOWN HEREON ITEM 9 EXCLUSIVE EASEMENT BY KENNEDY FROST INVESTMENTS, INC A FlORIDA CORPORA110N TO BAYROCK ENERGY, INC, A FlORIDA CORPORAl1ON, RECORDED OCTOBER 7, 1999 IN OfflClAL RECORDS BOOK 10685, PAGE 471 AS TO PARCEl B SHOWN HEREON ~ l\ 1 \-1 , :s , ;:t - <'. ... 0- , I , .. , ~ i I .I;) , " ~ , 9- , " ..... , n ...: ,. "" - - , , , ::p . i .., , f"'> I ~ I , , "- "- "- "- "- , , " L , , , "- " ,,-' , " ,;'- I.........' , "- "- "- --"- - "- E --"""'f- _u_____ - -I .!. '''- , "- h ~ - j; , '" , . ,- , .' \' t,J\.t- H H~;~ ~~!~ ~~':'~ ~~; "~. ~~; ih ~~! ~~. A~~ L~ i~ :;:i " -~._. ____- -_ ir--".- ~-- ...2" 1I!:ii; " " " '<. " ~, ~ ~ ", ~ ~ I ~ ~ ~ ~ ! ... .~tt:~: ~ ""'j - ... I '--" !~ ... = , . I II j, ~ ... ~Fr;--- , , i 1 ll~';';', - Ii :! II - ," ,_,I I If : I L~. r j I f,'" - t-__~:----~ . -!i: , " . i- -- - -- ~-- -:-::-- --:- ~-' :-- :--:.--(-- --- -- - , , , ~ "" !:l~ \:~ ,,~ 05 " " I I ..J ! -: ~n FIr ; [ ~ i ""I ;; 1 Ii !! i ' '11; i i I'; ~ F s I' :;'" l " i..: H 'i pi nr -< 1~I~l! Iii!. I! !! II. g' ~! !~! ! ! H r~ ~~ . " 1111 -h ~ f' u .~ ,~~ .l '! 1 ;" :;;: '1'1 i a I, i, i U , - ~ 1'1 "" 'I i. 'I'i Ii IIi .' ~- , - . l~!l_ 'i~! i ;, i l~i I" inu n~!, H ;! ~ ~> r 1 . < ~ ; ~ }~ ..! . - i;I!! ;jlt ;;! :! ,. \ il\: . 1.1: "': 'i: ~ ::ij Ii! I a ii:D 2: ~ ~.s ' - - . ;!!l: : '!! Ig -! !: "il i, l~i I !Pi ~ i IIli!i Ig-< it i~ !j~il :iii I; 3 i i !15; d; I R t"" ~ n ;: ,~ " ~ . ~ ~ n Ii: I,qq , Ail' !I !1 ~, [ ~ ~ - f -- -~ [ " H. ~ .' ~ .! - i ' -I ! J I ~ ~ ..... G, 1;;;1 (,I ... ~ 0 ~ <;I ~~ ~ ;I~.. 1.1, h . II ~~ . i. · II I. ri;" 'j I; ~. ~ ~ 8g~~~ i '1 '110. P! I" 'l~- i ~ I i; ; "II I "~ ~ 1 " 0 "''''' it: ~~;i ~t "i i i 'I! ., . ! "~'. I 1l~ " H !;I ' -.' .. · I 'i 'i · . r " , ~ ". ! 'I' ~ 1 i 'l . ~ f it i. !l! gj i ~~ u ! * I ,~, I ii~ i l.j I I i~---I - !> . ~ "[ ~i!U !a,dJ 'il I : ~ j ! I; II I i~: ,!~ '~ ~iI~O: !!sd il! I r \ '! i ,:: ,~. I i 0 ! ~ ~ P" __ ~ -,,~ ~ ~ % I !,~. i ~ i ~~"d ;"I" I . I" "t.,.. Il I ~ - ~ ~ .a;~ t:S ~ ~ J; ~ 2Q').L. !iUhm.... f~ ~ ~~~9'tII ~.,.,t ~~~. ~1I'IIo~1'l1ll1ll" ~ kr'llflk:h ~l'"-"'__ R~Il,.~ QI"~UIII''''IK!lhIlitM. ~ ~ ~ w ~ ... ~. 1I"1I!(I;SiIII[II'I!II SITE DEVELOPMENT P!It_,r"MO f"oM;. ~'T~IM... ~ i ap;~r...I~~G'T1'~ WVATf REAL .I'L~rJAi:.tb.~ stlllwa ter PLAN ESTATE ~~ ~ ~ ~ ~ ~_~!Tr~Il- SERVICES, me ~^,IRIlI:f:IIr,".z. Q'" " i: ~ ~ I Bank and Retal! Center ~ II ~Aailllllnlll:JL ]::!llW~~ .......- il ~~:;II;IIo-~ (iulf<(l B"f B~ .... Sky Horbo, "--'""'" ~oII11)*,t;m.,. 0- Clo. I'L 111.3-l~ (J1:!-)2IIJ...lJI!'Jta. I ........;.~" 'h' .U I II ~" ~ ~"': ,~ p ~ I"~ ,:.. I I" : \ 1ril:dl I~ "'"'" ........ I ~ 1 I I "'l I u: ~ l ~ i l"""" I'" 1 I '\. ~ 1=1. I ' ",' I G) 1= I! r=i ' . Ci ! ~f; ~I . L ~I ,C Ltmi ~:..'~' 611 1 4-+" WI e'l II iii f ~I I I it! ~ ~-,--:-1-.rr :11 c::: "!l ~ . !, I I fI"Ii!il I I .. ~ g~~ I. It- > ~~ II It :::0 ?: co .1 ~ o jl - I ---' ~~- .l.l i+i-i-f-t . Vldl' Ii Il.li i II ~I ....., h---.,. ------- ~ ~ I UI)S ,. ,. : ~till~i Jt4 ~ I~: I BV II 01 I .!~i l Ill<-... I I ~ en ' I !. .;~ O~ II 'e i< J<II' I I I. i~,I" I 1- ,~ I I~ ' I, . I...... II it g'l I , . , 'I III ~I ili~ "1 .. F .fa i ~ I n - ..~ I l ~,-,..i _.~- -.......-- ' . I I~ . i;~~l II I I)-II I. if Il~' I Fil,'[ lit I I ':. II : I; I ~ I' ___ 1 II LI -<- , 1 j... _ I; .r~..l.. "''7'-~ .. 1 -"'1 =- t.,.....,. ~ .....l.................I.""'.~ - .-.,........~- ~~.-~- .......~- l 1\ Itl; I~ ~// ; ---/// / // ~ // // / / // /../~ /~ 1 . r....:s; ;., ~~./;--- ///// /:~/~/ ,. // / //i-' '/;: / /~ / ~ ~ / /.. .;: ! rr:rl "'11 ( ..../ /" /. / ,. / ~-;.."" .... ........-.... ~ I // .... / / ..../// // ,. d ~ I~ V /:: / ......... ... ... /~ //~ '/"/ / / / / r- i i i i ~ ; m I !I;~,i,'~....~fl'ii~~ i ~ :I~I~ ~l r1! !11,: ~~~ I 1 ~ ;~~~4; ~ Jt ~ ':ll~; ![~~;!!t J /' f~hfi~iJ ~ !' .i, l~!" "I, hl!l.tij' ~ '~."~ ~ .~ ! j"! ,'il 1; I I'll if!:'" ~ ; h1 ~ r'~ ~: 1~1' j"il! . Illl!'I~; , -, -.r" 0 . '1 ; - s' , r ,l.~ I 1.1".. < 1 '. 1 I '. ~. CI ;: !!'";a. r2 _ <r ~ ....l; I ill!_' ~ '"~ ~ ; " , ~ i ; q c 1!IIf~!: 4.j;~i i ili It!fl,:!i ;; ~ ~ ' ~ .";: ,< ~ ' '\' , ,0' I I; I'!, It.i'; ,Ii' III , 0, Ii." - oi~ - -i. H_ r,J .;;, 1;..1f! ' II lllli'-!: , ~ . ~ ~ 3,0:' H~;'l:;' !,ii;l~:: ',',J'!-I! I' ":',--,"1' ~ ~ ; ~ : ; ~ ~ ~ ~l ~!i'n · 1':" 1 :!:'i!i 'r,i!~!' ri j:'hi;,! - - 8 ;~;', 1 "'; ,,:W 1"111 Ii 111h1lt !~,~~:-~~ ~~! IW.i:.,,',: 1!1{IHhol I'll ~ ~Hf~ ij 1; n;[:h~ ~, :t~~~. ~ ~~.:;::~: ~ ~U:"l' 0..;; II! If l'hl;',! I> 'Jill I" "1 "~I" I ~~v;p',-'~ 'Pi..... ~ 'r rtl ~.'!if! !1111;:~;1:~. 1: , ,~~ it!:l,} ,.1."~i fi'f'!h ~l~;~?:~i;.,~~~: .. L ",.j '1 ~!If'l't o""'L <~6_~p, l' ~!'I 'lIl! ! '~I"I! I ~ ~ ~'-;"t:\~l d-!!. ~,Iq. if tl1W' ::. i ~h~~ '-, ~ I'L,I ~ '.co.; ~'%O;\oI. ~Iro: ~~oIHwl~I'itJh1II~1f'$oIIt~1;O"~~CW~fa"'IIItIdI.'IN,__~~or:NIi"IIiiM.or~C<'t~ II I ! I"" ...," , U" I"'''I"! iP!j :j! t: <I ; [j!! ~!;!ii ! ,'; 'J.., !. -, I ,.! i~ !.r ':'1 ':!'! I' !T~ !, j'll, ~ !I f'" 1 I/o ;f II: 11 l'Sl'I" q ~!'ll'ir.. \' It ::~'ltl ~r .11I:1. :;j;; ~ tit fi (I ~-=h!"l;. l 1.1 II'': ~, '1' it r"l'- ~ ;l 1~1 i i~i, ar:t ~ J:C &!*-,: '/ fl' ,I." ,I , , .1, i'lll ~ 'I -p~T" It. H~ lit F:rh L ,I f': im- · [II, I"".! ~, l'-"" '" -~' i' t~: ,j" j Hl~, "itfli , ilj ~'J ' · l,~ .' -I .i , ~l j' pO;l ", r;f f~ i .:'If: ! i if'I~ i ;1, !; ,art'i! ~ ';,- ~!~~f t 1~ r.., Iri:ijl if::: , l"~" -Jl I< 11~ 'I .:;fl frl rj I So.; ~.. :; ." ,il,rl [ !. I II!~' f 1 1 ~ ~ r-... ,~, ,",; I !.I I I" ,- ..~It u~ - '1''' '. .,'I.~ Ita o."j. !~~ . ,.'1 ~ ~'l I", "lt~ l-~I 'I ~ 1 ~ ~i. ~~ ~ .~ or I _~~ _ ~f" j ~i!... ~ r~ l I: I, t ~ - ~ r'l" f ~~ ~ l ~ ~'" l ~J~ ~ J I ~ [ ~t ", "Il c ,[ . 1,.1 ~~f to: ~ ~ i i f I I t,!C-~1 T . : ~";:1:j 1 I ~ rr 1""""- I . I r 1_ , -"""7' I 'it~-J. :,~;' . a.\~- ~, ~'-.~ ,t IT 'l~ il 4 ...... ~ t 'I I I -,' 1'.. ~M "'''- '<iF' r ~m! ''iI!H n !! ~ , 1 I I;", U l ~ijr I i~-- lit ili---- i~----~ ~ ~~ . th-" -~ ~ I ~ , t : ~ ~ ; ~ Ii ,," J. II' ~l'l'f il' " l'i~i iH ! ~ jt,1 H t!H ~I: \ i.if ) ,hr=~ "'d ': tf! ... i' t l,_lrl~ 1:. Ii .~h. ~1t p - ~'I i 11I:, :'I. 1 0,1" n 5~ I........... t.L II' I 'l ,'.'1",' II, . -" .. 11' f' 1,< l~" Ii' i :ii~l "1 =; ~I~ L~ ~~ ~~It it}. fill 141 It lI.~t: iiiol ~r' ~'L il. ~ inl~ ~ii ~ i 11' r' ~ll It"" ,I' 'r. f },t it I. .. f,' ,'f I ~'I . fl!i~ 'I'd ~i:!:~ 1 t'fHl~ :i~ ~ n...1! L j ,~ i l'f ~, 1-" ., h', 'l,l, r~!: [t iF:r~ f-l ~ dU ... I 110" t rli! :!J ~ltr~l ~15"_ ~ t'l:i.~ ~h ~~ , l .; ], " J-. 'I! ev( ,_ !; , [; '''',1,-,. "! !, if ~I i.. IJ!~h I J I. if f ~ , ., t- -, I - 1 - r,i.!, .,1 ! ~ f if t.)IO..~ [II" .. 'I- , ~!i ~ ~I ~i i ....~ ~ ~ ~ ;l1Oz. I!: 5 (i f-~ t -ji" 'i f ~;jZ"1 j" ' ;-, : ,I:' I fj I '~!i' tt I . 01.,1 t: l I't.! , Hi ! i~<Il.& ~ 1 d! ~.:; Ii .1 ~r f~ :h I -=i~1 -[ ~ ,i 'lll~< ili ; hHI tr "I < p_", l' I ,1.1 Ii !; :htl ;;, f -.:! <! ~l;' ',' ~l;~: i: :=Ii, H .ftl 1: I' 111.', I' !I-< t !:I Ii ~f 't ,; 'I 1- 1 ,. I' !' c--r""".....--- ~ ~ ~I~ i II ....1- "- 8 a I N &:~ ~I~ ~ " I! ~ ~ .. 1-6 Illll li I i I LANDSCAPE PLAN --,.. WYATT REAL ESTATE SERVICES, lNe Im<!l.Crl.o- ........._ J.... ~....~...,. --- (IIIIoiIIl"w.llm.-:l ./'III;;l'JHt~ sullwateJ: ~'" ~'"f'W'''-'-IItA.- n.-.~:m(I1 l.a.m_:~ L<ijlI~'f.w1U. ~'''"'' Bank and Reuu! Center Gulf '" lIoy 1I'-<l @ Sky H.mo< a rtPL 1211........,.,~ TIlllill4*-PlnKI o/II'l'm-Q'fIXI (~U1;'O!rt..nv.l.1b..o :IWo;!lCda,~\ .R.1Im.~"" .-~ ",.7.1r##; 1,1Q..'C. f1.lCl't.\'! ......... ,f..,\ l)~"r............~~~ ,'~~ji' ......_ ,~" I ~.. - ,Q.~,> \ '<~1WJn ~ '.;!. ':, ,._~_\1! "_1Il 1iII..... = ~1Il "W;;;\ ::..::=:::. ~.. ':..:.d'';...~ . ~ It ...y~.... j' ~\\ "';rlP.~.'~~.... ............io~E~, ",,, #-#.11'" CITY OF CLEARWATER PIANNING DEPARTMENT POST OFFICF Box 4748, CLFARWAITR, FLORIDA 33758-4748 MUNICIPAL SERVlCFS BUilDING, 100 SOUTH MYRTLE AVI:NUr, CLEARW A 1 ER, FLORIDA 33756 TnrPHO'<F (727) 562-4567 FAX (}27) 562~4576 loNG RANGE PIANr...ING DEVELOPMENT RFV1FW June 25, 2004 Mr Fredenck Blecha 20 N Orange Avenue SUIte 1107 Orlando, FL 32801 RE Development Order regardmg case FLS2004-04026 located at 2760 Gulf to Bay Boulevard Dear Mr Blecha This letter constitutes a Development Order pursuant to SectIon 4-202 E of the Commumty Development Code On June 10, 2004, the Development ReView Committee (DRC) reviewed your applicatIOn for FlexIble Development for development of 6,600 square foot bank/credit umon and a 4,700 square foot retall bUIldmg The request IS for a front (south) setback reductIOn from 25 feet to 15 to parkmg lot pavement per sectiOn 2-703 R The DRC recommended approval of the apphcatiOn WIth the followmg bases and condItIons Bases for approval 1 The proposal complIes WIth the FlexIble Standard Development cntena for the CommercIal Dlstnct per SectIOn 2-703 R, 2 The proposal IS m complIance With other standards 10 the Code 1Oclud1Og the General ApplIcablhty, Cntena per SectIon 3-913, and 3 The development IS compatIble With the surroundmg area and WIll enhance other redevelopment efforts ConditiOns of approval 1 That all four bUlldmg elevatIOns for both bUlldmgs be provIded and meet approval of the planmng department, 2 That a copy of the approved SWFWMD permIt be provided, 3 That a copy of the approved FDOT permIt to connect to the Box Culvert under Gulf to Bay be provided, 4 That a copy of an approved nght-of-way permit from DOT for all work wIthm nght-of-way be provIded, 5 That payment for the relocatIOn of an eXlstmg traffIc sIgnal pole and all appurtenances to be paId for by the appltcant, 6 That a copy of an approved DOT permIt for dnveway connections be provided, BRIAN J AUNGST, M^Y()R-(.mli\t1~,IONfR HoYl H1\MIIION, Vlef M\\OR-COMMI5SIOl\fR WHITNI'l GR.W, COIJ\ll)'IOl\1 R rHA~K HIBBARD, Cm\MISSIOl\fR * 13111 JON)()J\, CO.IIIII),]o1\1 R "EQUAl [\iPI OYMrI\ I Ar...n An 11<.\\1\1 IVI< ACJ IOI\ FMPIOUR" June 25,2004 Mr Blecha - Page 2 7 That approval letter from City of St Petersburg allowmg the proposed parlang surface/dnve aisles, water matns, and etc wIthm theu water mam easement area be provIded, 8 That Open Space Impact fees be paId pnor to Issuance of bUIldmg permIt, 9 That the landscape plan be amended to reflect the change out of the East Palatka holly to Dahoon or other tree which IS not prone to disease, 10 That the landscape Islands m the area between bUlldmgs shall meet SectIOn 3-1202 E of Code, and 11 That all of the above condItIons be provided pnor to the Issuance of any bUlldmg penruts 12 That the Easements for both fIfe hydrant lines and storm easement will need to be recorded pnor to Issuance of certificate of occupancy, Please contact Earl Barrett, Real Estate ServIces Manager @ (727) 562-4794 for InfOrmatIOn needed to obtaIn such easement(s) I concur with the fmdIngs of the Development ReView Committee and, through thiS letter, approve your applicatIon for FleXible Standard Development The approval IS based on and must adhere to the applicatIOn dated received Apnl 28, 2004 and reVIsed site plans dated receIved June 17,2004 Pursuant to SectIon 4-303, an application for a bUIldmg penrut shall be made wlthm one year of FlexIble Standard Development approval (June 25, 2005) All reqUired certificates of occupancy shall be obtaIned wlthm one year of the date of Issuance of the bUIldmg penrut Time frames do not change wIth successive owners The Issuance of thiS Development Order does not relIeve you of the neceSSIty to obtam any bUIldmg permits or pay any Impact fees that may be reqUired In order to facIhtate the Issuance of any permit or license affected by thiS approval, please bnng a copy of thiS letter With you when applYIng for any permits or licenses that reqUire thIS pnor development approval If you have any questIons, please do not heSitate to call John Schodtler, Development ReVIew SpecIahst at 727-562-4604 You can access zonIng for parcels WithIn the City through our webslte www mvclearwater com * Make Us Your Favontel lanmng DIfector S \Planmng Depanment\C D B\Standard Flex\Pcndmg Cases\2 ~ ReVIewed and Pendmg\Gulf to Bay 2760 (C)\Gulf to Bay 2760 Development Order doc DRC Meetmg Date Case Number June 10,2004 F LS 2004-04026 BACKGROUND INFROMATION: CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT APPLICANT: REPRESENT A TIVE: PROPERTY LOCATION: REQUEST: SITE INFORMATION: ZONING DISTRICT: PLAN CATEGORY: PROPERTY USE: Current Use: Proposed Use: ADJACENT LAND USES: North South East West Wyatt Real Estate ServIces Mr Frednck Blecha 2760 Gulf to Bay Boulevard FlexIble Standard Development for development of 6,600 square foot banklcredIt umon and a 4,700 square foot retail bUIldmg The request IS for a front (south) setback reductIOn from 25 feet to 15 to parkmg lot pavement per section 2-703 R CommercIal DIstnct (C) CommercIal General ClassIficatIon (CG) Vacant RetaIl Sales and ServIce Office Retail Sales and ServIce RetaIl Sales and ServIce Vacant CHARACTER OF THE IMMEDIA TE VICINITY: RetaIl Sales and SerVIce uses charactenze the area ANALYSIS The 2 22 acres located on the north sIde of Gulf to Bay Boulevard approxImately 200 feet west of Hampton Road The property IS currently vacant has a vast amount of trees and vegetatIOn The St Petersburg Water Mam runs directly through the center of the property The property to the S \Pl,mnmg Dcpartmem\C D H\Staodard f1c'\\Peodmg Cases\2 - Rcvlewed and f'endmg\(rulfto Bay 2760 (C)\CJUIf to Bay 2760 StafT Rlport doc north appears to be available to provIde through dnve access The Environment department ha5. mdlcated JunsdlctiOn wetlands eXist on and/or around the property STAFF RECOMMENDATION: Based on the on the applicatIOn, the proposal IS III compliance With the standards and cntena for Flexible Standard Development approval, WIth the maximum development potential and all applIcable standards of the Commumty Development Code Staff recommends APPROV AL of the applIcatIOn for Flexible Standard Development for development of 6,600 square foot bank/credit umon and a 4,700 square foot retail bUlldmg The request IS for a front (south) setback reductIOn from 25 feet to 15 to parkmg lot pavement per sectlOn 2-703 R WIth the followmg bases and condItions BasIs for approval 1 The proposal complies With cntena under the prOVI5.lOnS of Section 2-703 R , 2 The plan complies WIth General ApplIcability Cntena under the provIsions of Section 3-913, and 3 The proposed development IS compatible With the surroundmg area Condlhons of approval I That all buddmg elevatIOns for both bUlldmgs be provIded, 2 That a copy of the approved SWFWMD permIt be provIded, 3 That a copy of the approved FDOT permit to cormect to the Box Culvert under Gulf to Bay be provided, 4 That a copy of an approved nght-of-way permit from DOT for all work wlthm nght-of-way be provided, 5 That payment for the relocatIOn of an eXlshng traffic signal pole and all appurtenances to be paid for by the apphcant, 6 That a copy of an approved DOT permit for dnveway cormectlOns be proVIded, 7 That approval letter from City of St Petersburg allowmg the proposed parkmg surface/dnve aisles, water mams, and etc wlthm their water mam easement area be proVided, 8 That Open Space Impact fees be paid pnor to Issuance ofbUlldmg permit, 9 That the landscape plan be amended to reflect the change out of the East Palatka holly to Dahoon or other tree which 15. not prone to dIsease, 10 That the landscape Islands m the area between bUlldmgs shaH meet Section 3-1202 E of Code, and II That all of the above conditIOns be proVided pnor to the Issuance of any bUlldmg permits 12 That the Easements for both fi re hydrant 1 mes dnd storm easement will need to be recorded pnor to Issuance of certificate of occupancy Please contact Earl Barrett, Real E5.tate ServIces Manager @ (727)562-4794 for mformatlOn needed to obtam such easement(s) John V Schodtler Development ReVIew SpeCIalist ') \Planmng Deportmcnt\C 0 I3\SI<lndord J lex\F'endmg Ca5c~\2 - ReVIewed and Pcndmg\GLlll to Bay 2760 (C)\Gulllo Bay 2760 Slaft Report doc _ JUN-25-2004 FRI 09: 10 AM STJ'. 'tATER TECH, FAX NO, 407," '223 p, 01 Stillwater Technologies, lne 20 Nonh Orange Avenue SUite 11 07 Orlando, Flonda 32801 te1e' 407~206-7222 f.n. 407-206-7223 web sullwatertcch,com June 25, 2004 Project #050-001 Mr, Arden Dltune! Gty of Clearwater MuruClpal Setvlces Bwldmg 100 S Myrtle Avenue, SUite 210 Gearwatef, FL 33756 VIA Fax (727) 562-4576 RE: Response to DRC Comments Oearwater Bank and Retail Center 2760 Gulf to Bay Boulevard, Oevwater, F FLS2004-04026 00 ~@~OW~ ~ JUN 2 5 2004 - - - QEll1f~Pl'~N j \€~VWC ea DSPT I V 0 CL ^ ATER Dear Mr, Drttmer Stillwater Technoloyes, Inc (Stillwater) IS proVldmg tlus response to DRC comments hsted below wluch were chscussed this morrung I Comment Per Section 3~1202 E I ~ 1 Tree/lSland m1Ulmum, 1 Treell50 sq ft of requrred green space, Shrubs 50% of reqUIred green space, and Groundcover shall be uullzed for requlled green space m heu of turf Mamly, the Island runnmg down the center of the parkmg lot does not meet Code Other Islands m the area between bUlldmgs do not fully meet thlS secnon of Code eIther Adjust plans and submit for review Response A Landscape Plan deplctmg revised plantmgs per City code at the retail bUlldmg planters and Islands In and around the sldewalk and entrances Will be prOVided pnor to Issuance of a Buddmg Penmt 2 Comment disease Change the East paltaka holly to Dahoon or other tree whlch IS not prone to Response A Landscape Plan deplctmg replacement of the East Palatka holly Will be proVIded pnor to Issuance of a BUlldmg Perrnlt If you should have any questlons, please do not heSItate to call me at (407) 206-7222 xl02 Swcerely, SnLL W A'fER TECHNOLOGIES, me. J~ Q, I.fb] Fredenck A Blecha, P E Pnnopal Engmeer Cc: Mr Paul Wyatt, Wyatt Real Estate Servtces - Tampa, FL 1 \050 Kennedy Frolt Invesnnems\O)SOl&05001 GulftoB:I)'\DoCllmenu\ Wyon Docs\050001.clrw= DRGRe'p03.doc 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 PALlL WY'A1'"1 ~13 - L<:"(7 . t?-':s41- FAX: Phone: FROM: ~ hV'l. S. DATE: 0(; Z<J- 0 <f Phone: SUBJECT: t=L5 2-Dc4 -- C <t OuP CASG GvMME.NTs. MESSAGE: NUlVffiER OF PAGES(INCLUDING THIS PAGE) : .~f;'I,...."., ~~I~t 1I.~~-"~.. .\~ ~A :'lii-:;~, A '\ ..-;. ~.;;t,,-,"!;(- ':or:; ~- ~: ~\.~ ~ ~~~I~""\~'~ ......',~TE~:.IJJ Englneenng C'dHoltlon 05/18/2004 Conditions Associated With FLS2004-04026 2760 GULF TO BAY BLVD Don Melone 562-4798 1) Need to remove B F P 0 from the fire hydrant line 6/18/04 - MET Not Met 2) Fire hydrant main line to be 8" to the northernmost fire hydrant 6/18/04 - MET 3) Need to Install a 6" gate valve at the tee (on branch line) on the fire line at the 8" x 6" tee where the east FHA IS being Installed 6/18/04 - MET 4) The clearance for the canopy for the drive through to be a minimum of 13 ft 6 In for the bypass lane 6/18/04 - MET 5) All polYVinyl chlOride pipes shall be laid With an Insulated 12 gauge A W G solid strand copper wire wound around the pipe forming one complete spiral per JOint of pipe ThiS wire IS to be continuous With splices made only by methods approved by the Engineer ThiS wire IS to be secured to all valves, tees and elbows See City of Clearwater Contract SpeCifications and Standards, Part "8", Technical SpeCifications, Article 41 02{B)(2), not as shown on Sheet 9, Detail #7 6/18/04 - MET 6) Storm sewer manhole cover(s) are not to say "Clearwater" or City of Clearwater" on them ThiS system ]s a private system 6/18/04 - MET 7) Per the City of Clearwater Contract SpeCifications and Standards, Part "B", Technical SpeCifications, Article (19), "all round reinforced concrete pipe JOints under pavement, driveways and Sidewalks Within publiC right-of-way and any outfall system, shall be wrapped With Mlrafl 140N filter fabriC or equal" FabriC to be a mln of 30" In Width and centered on pipe 6/18/04 - MET 8) Need to show all City details applicable to thiS project The City'S Construction Standards and Utility Information can be found on our web site www clearwater-fl com/engineer, go to "Documents and Publications", then to Engineering Construction Standards, then select the applicable details 6/18/04 MET All of the above to be addressed prior to DO MET The follOWing to be addressed prior to bUIlding permit 1) Need a copy of an approved nght-of-way permit from DOT for all work Within nght-of-way 2) Payment for the relocation of an eXisting traffiC Signal pole and all appurtenances to be paid for by the applicant 3) Need a copy of an approved DOT permit for driveway connections 4) Approval letter from City of St Petersburg allOWing the proposed parking surface/drive aisles, water mains, and etc Within their water main easement area Prior to C 0 1) Easements for both fire hydrant lines and storm easement Will need to be recorded Please contact Earl Barrett, Real Estate Services Ma nager @ (727 )562-4794 for information needed to obtain such easement(s) 562-4567 xt 3548 Fire Condition Joe Colbert 06103/2004 No Issues Not Met Arden Dittmer 562-4604 06/21/2004 Landscape Island Plant Candl Not Met 6/21/2004 Plan stili needs some rreVISlons to meet Code below 6/2/2004 (A_D) Per Section 3-1202 E 1 - 1 Tree/Island minimum, 1 Tree/150 sq ft of reqUIred green space, Shrubs 50% of reqUired green space, and Groundcover shall be utilized for reqUired green space In lieu of turf Mainly, the Island running down the center of the parking lot does not meet Code Other Islands In the area between buildings do not fully meet thiS section of Code either Adjust plans and submit for review CaseCondltons Print Date 06/24/2004 Page 1 of 3 FLS2004-04026 2760 GULF TO BAY BLVD Req'd Tree Size Condition Arden Dittmer 562-4604 06/21/2004 The pal m s m us! be 1 0' clear and stra Ig ht trun k at plantmg Make cha nges I n leg end and s u bm It revised page for review 6/2/2004 (A_D) Per Section 3-1202 B 1 Cod e req U Ires trees to be 1 0' In he Ig ht and 2 1/2" ca I at pia ntl ng, ornamental trees can be 8' m height and 2" cal , and palms must be 10' clear and straight trunk at plantmg Make changes In legend and submit revised page for review Not Met BUlldmg Facade Landscape C Arden Dittmer 562-4604 06/21/2004 The "RETAil" bUlldmg now has proposed landscape shown, revise plan to show the landscapmg Not Met enhanced with a ground cover tiered effect Similar to that at the bank bUlldmg and add plantmgs m the open area between Sidewalks at the entrance 6/2/2004 (A_D) Per Section 3-1202 E 2 Foundation plantmgs shall be provided for 100% of a bUilding facade with frontage along a street right of way, excluding space necessary for bUilding Ingress and egress, within a minimum five foot Wide landscaped area composed of at least two accent trees (or palm eqUivalents) or three palms for every 40 linear feet of bUilding facade and one shrub for every 20 square feet of reqUired landscaped area A minimum of 50% of the area shall contain shrubs With the remainder to be ground cover The "RETAil" bUlldmg has no proposed landscape shown, revise plan to show the landscapmg Landscape 06/21/2004 Arden Dittmer 562-4604 Change the East Palatka holly to Dahoon or other tree which IS not prone to disease Land Resource Condition Rick Albee 562-4741 Not Met To better preserve tree and reduce the Impact of the driveway nearest the large oak, recommend Not Met making the southern most drive heading to the drive thru a one way (enter only) ThiS Will not reduce any parking and will leave much more of the trees critical root structure Intact 06/23/2004 Parks & Recs Condition Open Space Impact fees will be due prior to Issuance of bUlldmg permit Contact Deb Richter at 562-4817 Storm Water Condition Bob Maran 562-4592 04/11/2004 Prior to Issuance of a bUilding permit 1 ) A copy of the approved SW FW M D permit I s to be provld ed 2) A copy of the approved FDOT permit to connect to the Box Culvert under Gulf to Bay IS to be prOVided TraffiC Eng Condition Bennett Elbo 562-4775 OS/24/2004 1 Applicant must Install an eastbound left turn lane from S R 60 Into the proposed site and the Signal assembly as shown on the approved FDOT Signalization plans 2 Applicant to attain a current FDOT nght-of-way permit and access connection permit 3 Show on the site plan vehicles stacking at the dnve-through lanes complYing With the City'S Community Development Code Section 3-1406 4 Provide loadmg space (12' Wide x 35' long) complYing With the City's Community Development Code Section 3-1406 5 PrOVide necessary pedestram crosswalk assembly for Gulf to Bay compliant With FDOT standards 6 PrOVide acceSSible route from the Retail bUilding to the Bank bUilding (per Flonda BUlldmg Code, Chapter 11, Section 11-4 1 2) Print Date 06/24/2004 Page 2 of 3 Not Met Not Met Not Met CaseCondltons FLS2004-04026 2760 GULF TO BAY BLVD Traffic Eng Condition Bennett Elbo 562-4775 7 Consider connecting to the eXisting stub north of the property The Traffic Operations DIvIsion encourages Interparcel connections to lessen conflict pOints on S R 60 6/14/04 - PER APPLICANT, FOOT DOES NOT WANT THIS CONNECTION 8 Show angle of angled parking spaces The parking spaces must comply with city standards 9 Install "oneway" and "do not enter" signs where appropriate complYing with MUTCD standards 10 Remove the 2 parking spaces west of DetentlonlWetland area and 1 parking space Immediately north of the bank to minimiZe conflict pOints for egress from drive through banking lanes 11 Provide an updated Traffic Impact Analysis utilizing current traffic count data 12 I support land resource's comment regarding the intersecting driveway near the retention pond In that the recommendation will reduce 3 conflict pOints at the Intersection 13 All of the above to be addressed prior to 0 0 .. A Traffic Impact Fee to be assessed and paid prior to C 0 Zonmg ConditIon - Umty of TI John Schodtler 562-4604 06/09/2004 Prior to the Issuance of permits, applicant must record a unity of title document Not Met Zoning Condition John Schodtler 06/07/2004 Need to provide all four elevations for both bUildings 562-4604 Not Met CaseCondltons Pnnt Date 06/24/2004 Page 3 of 3 TI2 smlSSlon Repolt Date/Time Local 10 Local Name Company Logo 6-24-04, 9 09AM 7275624796 Th I s document was (reduced samp Document Size conf ,med. e and deta Letter-S Is be low) " FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S MYRTLE AVE, 2m! Floor CLEARWATER, FL 33756 (727) 5624567 FAX: (J27) 562-4865 PA~I...- \IJv...-rr 'll'" - ,'If: ;l"\"1z. TO: FAX - I'JiI.OMI ~\m OS DATE. rl/; ~O~ J'hone. SUllJECl' ~LS 2L.l04 -c402..l;. CAse;. .!.DM.M&JT:s ~SAGE NUMBER OFPAGES(lNCLUDING THIS PAGEl Total pages Scanned 4 Total Pages Confirmed 4 NO DOC Flemote Station Start Time DuratIon pages Mode Comments Results 1 69 98132872392 6-24-04, 9 05AM 4'45" 4/ 4 G3 CP 9600 Notes EC Error Correct 8C 8roadcast Send CP comPleted HS Host scan HF Host Fax FIE Resend MP Mu I t I -Po I I RM Receive to Memo~y HP Host Print HR Host Receive PO Palled oy Remote PG POlling a Remote DR Document Removed FO Forced Output FM Forwa~d Mailbox Doc Me Flece I ve to Ma I I box PI Power Interruption TM Terminated Oy use~ WT Waiting Transfer WS Waiting send ~ " ,_'."".1-"1- .11i.tt: I\lfll~.M" .~~~.....WX''"' "~, "p....(~ ..'"4,); ~\ ..~ ~- ~~~. .. ..cr.>; =- ~.q:.. ..c;. ~ c:::i~ _P'~==. ~, "':.~ ............... l' ~--:\ -:'~If; ;;-;7"~~" ......~'~TE\\..,I' Engmeerlng C'dHOltlon 05/18/2004 Fire ConditIOn 06/03/2004 Conditions Associated With FLS2004-04026 2760 GULF TO BAY BLVD Don Melone 562-4798 1) Need to remove B F P D from the fire hydrant line 6/18/04 - MET Not Met 2) Fire hydrant main line to be 8" to the northernmost fire hydrant 6/18/04 - MET 3) Need to Install a 6" gate valve at the tee (on branch line) on the fire line at the 8" x 6" tee where the east FHA IS being Installed 6/18/04 - MET 4) The clearance for the canopy for the dnve through to be a minimum of 13 ft 6 In for the bypass lane 6/18/04 - MET 5) All polYVinyl chlonde pipes shall be laid with an Insulated 12 gauge A W G solid strand copper wire wound around the pipe forming one complete spiral per JOint of pipe This wire IS to be continuous with splices made only by methods approved by the Engineer This wire IS to be secured to all valves, tees and elbows See City of Clearwater Contract Specifications and Standards, Part "B", Technical Specifications, Article 41 02(B)(2), not as shown on Sheet 9, Detail #7 6/18/04 - MET 6) Storm sewer manhole cover(s) are not to say "Clearwater" or City of Clearwater" on them This system IS a private system 6/18/04 - MET 7) Per the City of Clearwater Contract Specifications and Standards, Part "B", Technical S peclflcatlo ns, Article (19), "a II rou nd re Inforced concrete pi pe jO Ints under pavem ent, driveways and Sidewalks within public rlght-of~way and any outfall system, shall be wrapped with Mlrafl 140N filter fabriC or equal" FabriC to be a mln of 30" In Width and centered on pipe 6/18/04 - MET 8) Need to show all city details applicable to this project The City'S Construction Standards and Utility Information can be found on our web site www clearwater-fl com/engineer, go to "Documents and Publications", then to Engineering Construction Standards, then select the applicable details 6/18/04 MET All of the above to be addressed prior to DO MET The follOWing to be addressed prior to building permit 1) Need a copy of an approved right-of-way permit from DOT for all work Within right-of-way 2) Payment for the relocation of an eXisting traffiC signal pole and all appurtenances to be paid for by the applicant 3) Need a copy of an approved DOT permit for driveway connections 4) Approval letter from City of St Petersburg allOWing the proposed parking surface/drive aisles, water mainS, and etc Within their water main easement area Prior to C 0 1) Easements for both fire hydrant lines and storm easement Will need to be recorded Please contact Earl Barrett, Real Estate Services Manager @ (727)562-4794 for information needed to obtain such easement(s) RECEIVED Joe Colbert 562-4567 xt 3548 No Issues JUI"4 t" ;.., lUU; Not Met PLANNING DEPARTMENT Arden DlttmerCllY OF CLEARWATER 562-4604 06/21/2004 Landscape Island Plant Condl Not Met 6/21/2004 Plan stili needs some rrevlslons to meet Code below 6/2/2004 (A_D) Per Section 3~1202 E 1 - 1 Tree/Island minimUm, 1 Tree/150 sq ft of required green space, Shrubs 50% of required green space, and Groundcover shall be utilized for reqUired green space In lieu of turf Mainly, the Island running down the center of the parking lot does not meel Code Other Islands In the area between bUildings do not fully meet thiS section of Code either Adjust plans and submit for review CaseCondltons Print Date 06/23/2004 Page 1 of 3 " FLS2004-04026 2760 GULF TO BAY BLVD Req'd Tree Size Condition Arden Dittmer 562-4604 06/21/2004 The palms must be 10' clear and straight trunk at planting Make changes In Legend and submit revised page for review 6/2/2004 (A_D) Per Section 3-1202 B 1 Code requ Ires trees to be 10' In height and 2 1/2" ca I at planting, ornamental trees can be 8' In height and 2" cal , and palms must be 10' clear and straight trunk at planting Make changes In legend and submit revised page for review Not Met BUlldmg Facade Landscape C Arden Dittmer 562~4604 06/21/2004 The "RETAil" bUilding now has proposed landscape shown. revise plan to show the landscaping Not Met enhanced With a ground cover tiered effect Similar to that at the bank bUilding and add plantlngs In the open area between Sidewalks at the entrance 6/2/2004 (A_D) Per Section 3-1202 E 2 F ou nd atlo n plantlngs shall be provided for 1 00% of a bUild Ing facade With frontage along a street right of way, excluding space necessary for bUilding Ingress and egress, Within a minimum five foot Wide landscaped area composed of at least two accent trees (or palm eqUivalents) or three palms for every 40 linear feet of bUilding facade and one shrub for every 20 square feet of reqUired landscaped area A minimum of 50% of the area shall contain shrubs With the remainder to be ground cover The "RETAil" bUilding has no proposed landscape shown, revise plan to show the 'landscaping Landscape 06/21/2004 Arden Dittmer 562-4604 Change the East Palalka holly to Dahoon or other tree which IS not prone to disease Land Resource Condition Rick Albee 562-4741 05/24/2004 Submit tree Inventory tag #'5 on a surveyor site plan prior to D 0 OS/24/2004 Show all eXisting trees on the site plan prior to DO OS/24/2004 ReVise the pond bottom elevation (no elevation change) at the 29" Oak tree as depicted on the landscape plans Submit prior to DO Provide a Gravity Wall Detail In place of the Keystone Retaining Wall Detail No grade change to occur under the 29" Oak tree Provide prior to DO OS/24/2004 Parks & Recs ConditIOn Open Space Impact fees Will be due prior to Issuance of bUilding permit Contact Deb Richter at 562-4817 Storm Water Condition Bob Maran 562-4592 04/11/2004 Prior 10 Issuance of a bUilding permit 1) A copy of the approved SWFWMD permit IS to be provided 2) A copy of the approved FOOT permit to connect to the Box Culvert under Gulf to Bay IS to be provided TraffiC Eng Condition Bennett Elbo 562~4775 OS/24/2004 1 Applicant must Install an eastbound left turn lane from S R 60 Into the proposed site and the signal assembly as shown on the approved FDOT signalization plans 2 Applicant to attain a current FOOT right-of-way permit and access connection permit 3 Show on the site plan vehicles stacking at the dnve-through lanes complYing With the City's Community Development Code Section 3-1406 Print Date 06/23/2004 Page 2 of 3 Not Met Not Met Not Met Not Met Not Met Not Met Not Met Not Met CaseCondltons ,yO , FLS2004~04026 2760 GULF TO BAY BLVD TraffiC Eng Condition Bennett Elba 562~4775 4 Provide loading space (12' wide x 35' long) complYing With the City's Community Development Code Section 3-1406 5 Provide necessary pedestraln crosswalk assembly for Gulf to Bay compliant With FOOT standards 6 Provide acceSSible route from the Retail bUilding to the Bank bUilding (per Florida BUilding Code, Chapter 11, Section 11-4 1 2) 7 Consider connecting to the eXisting stub north of the property The Traffic Operations DIVISion encourages Interparcel connections to lessen conflict pOints on S R 60 6/14/04 - PER APPLICANT, FOOT DOES NOT WANT THIS CONNECTION 8 Show angle of angled parking spaces The parking spaces must comply With city standards 9 Install "oneway" and "do not enter" signs where appropriate complYing With MUTCD standards 10 Remove the 2 parking spaces west of DetentlonlWetland area and 1 parking space Immediately north of the bank to minimize conflict pOints for egress from drive through banking lanes 11 ProVide an updated TraffiC Impact AnalYSIS utiliZing current traffiC count data 12 All of the above to be addressed prior to DO * A TraffiC Impact Fee to be assessed and paid prior to CO Zomng CondItion - Umty of TI John Schodtler 562-4604 06/09/2004 Prior to the Issuance of permits, applicant must record a unlly of title document Not Met Zomng Condition John Schodtler 06/07/2004 Need to prOVide proposed slgnage 562-4604 Not Met 06/07/2004 Need to prOVide all four elevations for both bUildings Not Met Print Date 06/23/2004 CaseCondltons Page 3 of 3 , , 9,55 am Case Number FLS2004-04026 - 2760 GU LF TO BAY BLVD Owner(~) Bayrock Encrgy Inc 1031 S Caldwell SI Stc 101 Charlollc, Nc 28203 TELEPHONE No Phone, FAX No Fax, E~MAIL No Emall Apphcant Wyall Real ESlale Scrv]CeS 121 I Westshore Blvd Tampa, FI 33607 TELEPHONE 813-287-0700, FAX 813~287-2392, E-MAIL No Emall Representative Frcdrlck Blecha 20 N Orange Avenue Ste 1107 Orlando, Fl 32801 TELEPHONE 407-206-7222 ex 1 02, FAX No Fax, E~MAIL Multiple Emall LIsted Locahon 222 acres localcd on Ihe north Side ofGulflo Bay Boulevard appro'nmalc1y 200 feet west of Hampton Road At1a~ Page 291A Zonmg District C, CommercIal Requcst Flex]ble Standard Developmenl for deve lopment of 6,600 square foot bank/crcdl! umon and a 4,700 square foot retail bmldmg The requesl ]S for a front (south) setbdck reducllon from 25 fect 10 15 to parkmg lot pavement I'roposcd Use RetaJ I sdles and <;ervlCcs Nelghhorhood No NeIghborhood Assoeallon Data AssoclatlOn(s) Presenter lohn Schodller, Development ReVIew Specldhst Allcndees Included John Schodtler, ChIp Gerlock, Scott Rice The ORC reviewed thiS appheahon With the followmg eomment~ General EngmeerIng -- Development ReVieW Agenda - 1 hup,day, lune 10, 2004 ~ Page 4 ,.' I) Need to remove B F P D from the fire hydrant Ime 2) FIre hydrdnt llldlll Ime to be ll" to the northernmost fire hydrant 3) Need to m~tall a 6" gate valve dt the tee (on branch Ime) on Ihe fire Ime at the 8" x 6" lee whcrc the cast F II A IS belllg m~tdlled 4) The e learanee for the canopy for the dn ve through to be a mllumum of 13ft 6 III for the bypass lane 5) A II polyvmyl chlomle pipes shall be laid wIth an lllsulaled 12 gauge A W G solid strand copper WI re wound dround Ihe pipe formmg one eomplele spiral per Joml of pipe This wire IS 10 be conlll1uous wllh ~phce, mdde only by methods approved by the Engmeer ThiS wire IS 10 be secured 10 all valves, tees and elbows See CIty of Clearwater Contmcl Speeilicallons and Stdnddrd~, Part "B", Techmeal Speclficallons, ArtIcle 41 02(B)(2), nOI dS shown on Sheet 9, Detad #7 6) Slorm sewer manhole eover(s) are not 10 say "Clearwaler" or Clly of Clearwater" on them ThiS syslem IS a prlVdte system - 7) Per the Clly of Clearwater Contract Speelfiedhons and Standdrds, Part "B", Technical SpecI ficdtlons, Article (19), "all round rei nforced concrete pIpe JOlllts under pavement, driveways and SIdewalks wlthlll pub!lc nght-of-way and any outfall system, shall be wrapped WIth Mlrafi 140N filler fabnc or equal" Faboc 10 be d mill of 30" III Width and centered on pIpe 8) Need to show all CIty detmls apphcable to Ihls project The Cny's Construcllon Standards and Uh!lty Information can be found on our web site www c1earwater~f1 com/engmeer, go to "Documents and Pubhcatlons", Ihen to Engllleenng ConstrucllOn Standards, then ,elect the dpphcable detmls All of the above to be addressed pnor to D 0 The followll1g to be dddressed pnor to bUlldll1g permit I) Need a copy of an approved nghl-of-\vay penmt from DOT for all work wlthm nght~of~way 2) P dyment for the rcloeallon of an eXlstmg traffic Signal pole and dll appurtenances to be paid for by the appheant 3) Need a copy of an approved DOT permit for dnveway connectIOns 4) Approvallener from City ofSt Petersburg allowll1g the proposed parkmg surfdce/dnve msles, water mams, and etc wlthm their wdter mam eascment area Poor to C 0 I) Easements for both fire hydrant I mes dnd slorm easement Will need to be recorded Please conlacl Earl Barrett, Real Estate Servlccs Mdndger @ (727)562-4794 for mformallon needed to oblam such easement(s) ------- ~,nvlronmental Jr.' . / 1 Dcmon~trate that the proposed wel pond meludes a 6 I !lttoral zone coven ng 35-percent of the i~ \ area ofthe pond ~ 2 Demonstrate that the proposed ~Ite pldn proVides I I 11llllgallon for welldnd Impacts ~ ~ ,,\'lll ' 3 Provldc a 25-foot vegeldtlve buffer around the pen meter of wetland m1l1gal1on area ~ ~ij." t I (Development Code SectIOn 3~907) _* _ ~ 1), U ~ 'I: 4 It dppears that the pond cross sections are mislabeled on Sheet C 10 · y~ t:o I?..e, cr~ ~ 5 PrOVide a Key for the plant symbols on Sheet LA 1 S 6 Plcd;e prOVide Contal11l11allon report for the S1le '" ~ · - (2. , ~'>""\ F", N""",, ~f ~ ;::s'"u..w..- '2.00:" ~ ~: _...,. I-Iarbor l\1a~ter - ._~ No ReVIew Perfonned (J"Y"tj ~ t ~ A... _ . _A-.- . Legdl ~ --~Q.. No ReView Perf011l1ed Land Re~ourccs /') tAti Submlltree mventory !.lg #'s on d ~urvey or sile plan pnor 10 D 0 /,; Show all eXI,lmg trees on Ihe slle pldn prior 1000 ReVise the pond bottom elevatIOn (no elevdtlon chdnge) althe 29" Oak trcc as deplcled on the landscape plans Submit pnor to 0 0 Provldc a Gravity W dll Detail m place of the Key,tonc Retammg Wall Dellll No grade change to occur under the 29" Oak tree PrOVIde pnor to D 0 Development RevlCw Agenda - Thursday, June ! 0, 2004 ~ Page 5 Landscapmg 1 There IS no acce~s palh to Ihe "RETAIL" bUildmg, mdlcdte on Ihe plans where the entrdnee(s) wdl be locdted Per Secllon 3-1202 E I ~ 1 Treehs]aml mmlnmm, I Treell50 sq fl of reqUired green spdee, Shrub~ 50% ofrequlI"Cd green space, ,md Groundcover shall be ulllized for reqUired green ~pate III heu of turf Mainly, Ihe ls]and runmng down the center oflhe parkmg lot doe~ nOI meet Code Other ls]and~ In the area between bUl]dmgs do nol fully meet 111IS sectlO11 of Code eIther AdJlIsI plans and Sllbmll for review Landscape Plan does not ~how the sight mangles as descnbed 1lI Article 3, DIVISIon 9, reVise the p]anto show these Inang1cs al all Ihc street and dnveway mlersectlons Per SecMn 3-1202 E 2 F oundallon plantlllgs shall be provided for 100% of a bUl]dmg facdde wllh fronlage along a street nghl ofwdY, excludlllg space necessary for buddmg Illgress and egress, Withlll a mmlmum five foot wide ]andseaped area compo~ed of al1cast two accenltrees (or palm eqUlva]ents) or three palms for every 40 Imcar feet ofbll1]dmg fdcdde and one shrub for every 20 square feel of reqll1red landscaped area A minimum of 50% of Ihe area shall eontalll shrubs WIth the remamder to be ground cover The "RETAIL" bUlldl ng has no proposed landscape ~hown, reVi sc plan to show the land~capmg Per SectIOn 3-1202 B I Code requl res trees 10 be 10' m heIght and 2 112" cal at planl1ng, ornamentallrees can be 8' m heIght dnd 2" cal , and palms musI be 10' clear and straight trunk al pldnlmg Make changcs III Legend and submit revI,ed pdge for rcvlew j'arks and RecreatlOn Open Space Impact fees will be due pnor to Issuance ofbUlldmg penUlt Conldcl Deb Rlchlcr al 562-4817 - Sturmwater 3 4 Pnor to Issuance of a bulldmg pemllt I) A copy of the approved SW FW MD permit IS 10 be provided 2) A copy of the approved FDOT permll to connect 10 the Box Culvert under Gul f 10 BdY IS 10 be proVided 2 No Issues Sohd Waste No ReVieW Perfonned 1 rame Engmeermg , 1 1 Applicant must mstall olD edstbound left turn lane from S R 60 mto the proposed sIte and the fI {It"'J.....a.....Al ': Signal assembly as shown on the approved FDOT 'Igndltzallon plans 2 ApplicanllO allalll a current FDO r nght-of-wdY pemllt and access connectIOn permll 3 Show on the slle plan vehicles slackmg dt Ihe dflvc-Ihrough lanes eomplymg With the Ctty'~ \ Commumty Development Code SectIon 3-1406 \ ~PrOVlde loadmg ~pacc (12' WIde x 35' long) complymg Wllh Ihe City's Community velopmenl Code SectIon 3-1406 5 rovlde necessary pedestrmn cros~wdlk assembly for Gulflo Bay compliant wllh FDOT ~ t"nUd rds ~. *' \C. ~.Provlde acce~~lble route from the Retail bUlldlllg to the Bank bmldmg (per Flonda BUlldmg ~I ti4=ode, Chapter II, SectIon 11-4 I 2) ~""T \..C:I~" 7 ConSider connccllng to Ihe eXlsl1ng stub north of the property The Traffic Operal1ons \ "'''K.:>I:.\~ DIVISIon encourages IllIerpareel connectlOm to le"en confhct pomts on S R 60 ~b ~- 8 Show dngle of angled parkmg spaces The parkmg spaces must comply wllh City slandards 9 Install "oneway" dnd "do not enlcr" signs where appropnale complYlIlg WIth MUTCD s ta ndards 10 Remove the 2 parkmg space~ west of Detentlon/Wel]and area and I parklllg space ImmedIately north of the bank 10 mmlm IZC confllcl pomls for egress from dnve Ihrough bankl ng lanes (T.!)Provlde an updated Trdffic Impacl Ana]ysis ullhLlng cunenllrdffic count datd 12 All of the abovc to be addl essed prror 10 D 0 · A Traffic lmpacl Fce to bc assessed and paid pnor 10 C 0 Planmng 1 2 3 Necd to prOVide proposed slgnage Need 10 prOVIde all four elevallons for both bmldmgs Pnor to the i~~uanee of perm 11" dpplicdnt musl record a ul1lty oftJtle document Development Rcvlew Agenda ~ Thursday, June 10, 2004 - Page 6 ~&trwater CITY OF CLEARWATER PLANNING DEP AR TMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 WWW MYCLEAR WATER COM o May 19,2004 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 2760 GULF TO BAY BL VO (FLS2004-04026) To Surrounding Property Owners As a property owner wlthm 200 feet of 2760 GULF TO BA Y BLVD, the City of Clearwater Plannmg Department gIves notice that an apphcatlOn for FleXible Standard Development for development of 6,600 squarc foot bank/credit umon and a 4,700 square foot retaIl bUlldmg The request IS for a front (south) setback reductlOn from 25 feet to 15 to parkmg lot pavement On June 10,2004, the Development RevIew Committee (composed of the City's profeSSIOnal staff) wIll reVIew and determme whether the apphcatIon demonstrates complIance WIth the City's Commumty Development Code Followmg that reVIew and detefImmatlOn, the Plannmg Director wIll Issue a Development Order approvmg, approvmg WIth conditions, or denymg the applIcation The earhest date that the City wlll make a declslOn on the application wIll be June 10,2004 The City encourages you to participate III the reVIew of thIS applicatIOn You may contact me at 727-562-4604 or John Schodtler@myclearwater com for further mformatIon, VISIt our office to review the files and/or submIt wntten commcnts to be conSIdered III the City'S review of the applIcatIOn An appeal ofthc declSlon ofthe Plannmg DIrector may be InItIated by the appltcant or property owncrs wlthm the reqUIred notice area who present competent substantial eVIdence at, or pnor to, the Development Revlcw Committee meetmg on June 10,2004 An appeal must be filed, mcludmg an appeal fee, WIth the PlannIng Department wlthm seven days of the date of the Development Order Thank you for your mterest III the CIty of Clearwater's development review process You may access our Plannmg Department through the City's webslte www myclearwater com Smcerely yours, John Schodtler Development ReVIew SpeCIalist Leiter of Completeness - FLS2004-04026 - 2760 GULF TO SA Y BL VI) Community Response Team Planning Dept. Cases - ORC Case No.---F L S z. GOlf - 0 '10'; M~eting Date: 0 Cr ! 0 - 0 cf Location: 'L 7 f.t, 0 C::(:2- i?J a Current Use: \ ,/ 0. { (\ fi7 -r f (4 nd- a Active Code Enforcement case~es o Address number (yes) (no~t I~ o Landscaping (yes) g a Overgrown (yes) (no) v..>oud-ecL. o Debris ~ (no) o Inoperative vehlcle(s) (yes)e o Building(s) (good) (faIr) (poor) acant land) o Fencing ~900d) (dilapidated) (broken and/or missIng pieces) o Paint (good) (faIr) (poor) (garrsh) o Grass Parking (yes) e o Residential Parking Violations (yes) 6Y a Signage (none) @ (not ok) (billboard) o Parking g(stnped) (handicapped) (needs repaving) o Dumpster (enclosed) (not enclosed) VIi v.- a Outdoor storage (yes) ~ Comments/Status Report (attach any pertInent documents) Dp~7 r, ~<; - -r i/'f) VJ S, 'fihP: Ca VvjLJ/\' I Date Ot:; -/2.04 ReViewed by, veri rJJofieTt1/ 562-472i Telephone )< V 7 Z 7 ReVised 03-29-01,02-04-03 ~ 1 GO G-ulJ Yc' ~,/' BA YROCK ENERGY INC KENNEDY FROST INV INC 1031 S CALDWELL ST STE 101 101 E KENNEDY BLVD STE 3925 CHARLOTTE NC 28203 - 3517 TAlVIPA FL 33602 - 5812 GLENBOROUGH FUND VIII C/O GLENBOROUGH REALTY , TRUST 400 S EL CAMINO REAL SAN MATEO CA 94402 - 1704 CLANT INC PO BOX 916464 LONGWOOD FL 32791 - 6464 P ARK PLACE BLDG L TD C/O STENART MARCUS 3225 AVIATION AVE STE 700 COCONUT GROVE FL 33133 - 4741 , I I I , I I : ,I I I I , i I , : ~~ltrwater C I T Y 0 F C L E ~--. R W ATE R PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING IOO SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 WWW MYCLEARW A TER COM o May 07, 2004 Fredrick Blecha 20 N Orange Avenue Ste 1107 Orlando, FI 32801 RE FLS2004-04026 -- 2760 GULF TO BAY BLVD -- Letter of Completeness Dear Fredrick Blecha The Plannmg Staff has entered your applicatIOn mto the Department's filmg system and assIgned the case number FLS2004-04026 After a prellmmary reVIew of the submItted documents, staff has determmed that the apphcatton IS Complete The Development RevIew Committee (DRC) Will reVIew the apphcatlOn for sufficiency on June 10, 2004, III the Plannmg Department conference room - Room 216 - on the second floor ofthe MUnICipal Services BUlldmg The bUlldmg IS located at 100 South Myrtle A venuc In downtown Clearwater Please call Sherry Watkms, AdmInistratIve Analyst, at 727-562-4582 no earlIer than one week pnor to the meetmg date for the approXImate tIme that your case WIll be revIewed You or your representatIve (as applicable) must be present to answer any questIOns that the DRC may have regardmg your applicatIOn AdditIOnal comments may be gencrated by the DRC at the tIme of the mcctmg If you have any questIOns, pl~ase do not heSItate to contact me at 727-562-4604 or John Schodtler@myc1earwater com Smcerely yours, ~~ John Schodtler Development ReView SpeCIalist Lelia ofComplete'les; ~ FI S2004~04026 ~ 276() cur F TO BA Y Bf VO ... CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIP AL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 WWWMYCLEARWATERCOM o Apn129,2004 Frednck Blecha 20 N Orange Avenue Ste 1107 Orlando, FI 32801 RE FLS2004-04026 -- 2760 GULF TO BA Y BLVD -- Letter of Incompleteness Dear Frednck Blecha The PlannIng Staff has entered your apphcatlOn Into the Department's filIng system and asSIgned the case number FLS2004-04026 After a prelImmary reVIew of the submItted documents, staff has deterrruned that the applIcatIOn IS Incomplete wIth the follOWIng comments 1 The front setback along the eastern comer IS not dImenSIOned and does not appear to meet the 15 foot front setback reduction request, nor the 15 foot landscape buffer reqUIrement 2 ProvIde signed and sealed survey - one angInal and 14 caples 3 For developments over one acre, a tree Inventory, prepared by a "certIfied arbonst" IS reqUIred 11 shall Include all trees 8" DBH or preater, reflectIng SIze, canopy (dnp lInes) and condItIon of suet trees SectIon 4-202 ofthe CommunIty Development Code states that If an apphcatIOn IS deemed Incomplete, the defiCIencIes of the apphcatIOn shall be specIfied by Staff No further development reVIew actIOn shall be taken untIl the defiCIencIes are corrected and the applIcation IS deemed complete If you have any questions, please do not heSItate to contact me at 727-562-4604 or John Schodtler@myclearwater com Smcerely yours, John Schodtler Development ReVIew SpeCIalIst Lel/erofCompleteness - FLS2004-04026 2760 GULF TO BAY BLVD * [l ~ 0:]~~f9~b5 ~ 0 0 ~ 0 :J iii ill is! . ::lJ '" ~ a;- 1:1 (I) a. 1:1 ~ 0 l) 0 fl:, ~ o D.\ '" ~ g .cg ;!: ::P N "'Tl "'lJ ~ 0 ::;J"'lJ r III '" ro 0 S- III :::l _Ill g,) .., "D Iii it -, ...., :::l n ro a..O...., "< -(!j ~ :3 0:: g3~ ~ :t~ III ro 11l ~ ttI 0 en ;:) 0(1) 3 "'lJ (f) [J) -----~ .., ~5. ~ r rn ! !!.. '3" nJ 0 5 g :::l :::l .:; 0 a.. :5 (=) ~ i c (f) (=j ~ (tl ^ L~I'~:7~ '~~"",~I}]1 ~~ - ~ L1 ~ 17 [J Vi ~ .. "< ~ s:: 0- r S- m "' (j) '" .. c c:: " "'- .... ::T "' co "' "' oS. "' "'- ..... "' 2:. .:: ;;; co So "'0 .. ;:; !!. =:. 0 '3 ~ 0 " .-. !l. !t- o " "'- 0 -C' *~~.tJ " [r ..'J ~ :r; "" :or =- <D ;:: -0. "' 2:. c ;;; co o 3 Z o r ~ m ., 11000 0 .iat} 7 ~ ~ ~ i ~ "1J !:1 fl."ll :;- tII 0 :t: iJ l\} ell! <ll :0 e; ~ :::! S Ii} -=~ It> i!> :11 5 <$ 1ll u:l if <Ii ~ ~, 5 ~ o.li> IS .,,'\0 3 1IIl't) ttl:J El r:Q.. 15 ill ::> fJ' i JJlIJil' D [] ~ 0 ~ iS1 ~ ~ ;;- :::0 iD ~ () i) 0 ~ ::r oil W P N "'Tl "'lJ (f] 0 5'""'lJ r '" (D 0 s. !l) ..... ::; -ro fl) , ~ ., ::; ;:; m Cl..0.... "< !l) '3 c S-3~ = ro co ~ " ::0 ~ co ~ ~ ~ ' " - ). 'j .-- 1 ~ ~ = ~ ~ == ~ tIj ~ ;>< ~ f""t- ~ (t) .., ::1. = 0 .... ;-; ~ tIj .., ~ ~ (t) e: < ~ fIIIIIlo- - 0 ~. ~ . 0 tv = 00 ::s -. tv . . Q ~ = = tJj .. ::1. Z (j ~ ~~ ~= t:r'.., (t) = 8 = (t) ~ - =- - ~ .., = fIIIIIlo- Q ~ , 1 :i . ~~ 'f, >i:" 'J ~ : ~', I ;" ',:;: '::, I ~ "t~....,' - -< -, I ' . -', '" .~, ' .:~ ."l , ,~:'~" ~ I -- 'h . ~ . :' - " - ~ r:, , '1 " , '''.} I _0 ;' r ~/:~,...t>' . '. ''''-~ ~ ------. ?~.-j 10 "^' (e4 ~ ~ .~~! i;/;/~ ~... ~ I <, , ~:"I" ....' I ,z -" ,"':, _~ ';" ':~i','~~ I , ':";l,"~::!' ~; , ~ ,:f~f- . -:~~l " ~.;:' 1 ...: ...-1 ~~ ". I \" ::; ~ I b I I I -, . .... ,,; I -..:... :~t 'r>= ..,-. #i:~"" ..:~ --rl ~_I ~l< ,~ - . '. . .. -'it. -t, ;: ;,','J.' . .%. ", ,~{;,~,'~;4';t .)~,~*(:_." ~:;)~.. .~. '~~(.', -' ,: '::"~j:~;>,',', 01 ...~ FLS2004-04026 2760 GULF TO BAY BLVD Date Received: 04/28/2004 BANK & RETAIL CENTER SITE P'J\N Ar?Rt:v~D.'70NING DISTRICT- C CASE 11 t=l- '5 2-0(1-\-0'+" 2~ - CASE TYPE f'L-S '" \ "l DRCDATE ~ 1004 LAND USE: CG QR\G\\"t'\ COB DATt -- SIGNATURE ~ DATE or;. z<o'1 ATLAS PAGE: 291A PLANNER OF RECORD: JVS RE\J\SEU " C ---,.J ('\ \ 'VlY" ~ - Dl\\ \:.~ ~\k C l W CoverSheet t.r,r.#~#~ - ~~II,\'\J;1i' 1/ffi;~.._ ~~\ ~"'~ ,....,,~~ ~~&;,bY#~ .. ~ ~l;"lO~' -=. "~-<t~ IIII~':.~ .0,1 ."''!I.~ ~ ~~;:..:-,~~., ""...#,~TER",,' Engmeerlng C'dHOltlOn 05/18/2004 Conditions Associated With FLS2004-04026 2760 GULF TO BAY BLVD Don Melone 562-4798 1) Need to remove B F P D from the fire hydrant line Not Met 2) Fire hydrant mam line to be 8" to the northernmost fire hydrant 3) Need to Install a 6" gate valve at the tee (on branch line) on the fire line at the 8" x 6" tee where the east FHA IS being Installed 4) The cleara nce for the canopy for the drive th rough to be a mini mum of 13 ft 6 In for the bypass lane 5) All polYVinyl chloride pipes shall be laid with an Insulated 12 gauge A W G solid strand copper wire wound around the pipe forming one complete spiral per Jomt of pipe This wire IS to be continuous with splices made only by methods approved by the Engmeer This wire IS to be secured to all valves, tees and elbows See City of Clearwater Contract Specifications and Standards, Part "B", Technical Specifications, Article 41 02(B)(2), not as shown on Sheet 9, Detail #7 6) Storm sewer manhole coverts) are not to say "Clearwater" or City of Clearwater" on them This system IS a pnvate system 7) Per the City of Clearwater Contract Specifications and Standards, Part "B", Technical Specifications, Article (19), "all round reinforced concrete pipe JOints under pavement, driveways and sidewalks within public right-of-way and any outfall system, shall be wrapped with Mlrafl 140N filter fabric or equal" Fabnc to be a mm of 30" In width and centered on pipe 8) Need to show all city details applicable to this project The City's Construction Standards and Utility Information can be found on our web site WWIN clearwater-fl com/engineer, go to "Docu ments and Pu b Ilcatlons", then to Engineering Construction Standa rds, then select th e applicable details All of the above to be addressed prior to D 0 The following to be addressed prior to bUilding permit 1) Need a copy of an approved right-of-way permit from DOT for all work wlthm right-of-way 2) Payment for the relocation of an eXisting traffiC signal pole and all appurtenances to be paid for by the applicant 3) Need a copy of an approved DOT permit for dnveway connections 4) Approval letter from City of St Petersburg allOWing the proposed parking surface/drive aisles, water mams, and etc Within their water main easement area Prior to C 0 1) Easements for both fire hydrant lines and storm easement will need to be recorded Please contact Earl Barrett, Real Estate Services Manager @ (727)562-4794 for information needed to obtain such easement(s) 05/14/2004 EnVironmental Condition Heather Faessler 562-4897 1 Demonstrate that the proposed wet pond Includes a 6 1 littoral zone covenng 35-percent of the Not Met area of the pond 2 Demonstrate that the proposed site plan provides 1 1 mitigation for wetland Impacts 3 Provide a 25-foot vegetative buffer around the perimeter of wetland mitigation area (Development Code Section 3-907) 4 It appears that the pond cross sections are mislabeled on Sheet C10 5 Provide a Key for the plant symbols on Sheet LA1 6 Please provide Contamination report for the site 562-4567 xt 3548 Fire Condition Joe Colbert 06/03/2004 No Issues Not Met Landscape Site Tnangle Cond Arden Dittmer 562-4604 07/02/2004 Landscape Plan does not show the Sight triangles as described In Article 3, DIVISion g, revise the Not Met CaseCondltons Print Date 06/18/2004 Page 1 of 3 FLS2004-04026 2760 GULF TO BAY BLVD Landscape Site Tnangle Cond Arden Dittmer plan to show these triangles at all the street and driveway Intersections 562-4604 Landscape Island Plant Cond. Arden Dittmer 562~4604 07/02/2004 Per Section 3-1202 E 1 - 1 Treelisland minimUm, 1 Tree/150 sq ft of required green space, Not Met Shrubs 50% of required green space, and Groundcover shall be utilized for required green space In lieu of turf Mainly, the Island running down the center of the parking lot does not meet Code Other Islands In the area between bUildings do not fully meet thiS section of Code either Adjust plans and submit for review Req'd Tree Size Condition Arden Dittmer 562-4604 07/02/2004 Per Section 3-1202 B 1 Code req u Ires trees to be 1 0' In helg ht and 2 1/2" ca I at p I a ntlng, N at Met ornamental trees can be 8' In height and 2" cal , and palms must be 10' clear and straight trunk at planting Make changes In legend and submit revised page for review BUilding Facade Landscape C Arden Dittmer 562-4604 07/02/2004 Per Section 3-1202 E 2 Foundation plantlngs shall be provided for 100% of a bUilding facade With Not Met frontage along a street right of way, excluding space necessary for bUilding Ingress and egress, Within a minimum five foot wide landscaped area composed of at least two accent trees (or palm equivalents) or three palms for every 40 linear feet of bUilding facade and one shrub for every 20 square feet of reqUIred landscaped area A minimum of 50% of the area shall contain shrubs With the remainder to be ground cover The "RETAil" building has no proposed landscape shown, revise plan to show the landscaping Landscape 07/02/2004 Arden Dittmer 562-4604 There IS no access path to the "RETAIL" bUilding, indicate on the plans where the entrance(s) will Not Met be located Rick Albee 562-4741 OS/24/2004 Land Resource Condition Submit tree Inventory tag #'s on a surveyor site plan prior to DO Not Met OS/24/2004 OS/24/2004 OS/24/2004 Show all eXisting trees on the site plan prior to 0 0 Not Met ReVise the pond bottom elevation (no elevation change) at the 29" Oak tree as depicted on the landscape plans Submit prior to 0 0 Provide a Gravity Wall Detail In place of the Keystone Retaining Wall Detail No grade change to occur under the 29" Oak tree PrOVide pnor to DO Not Met Not Met Parks & Recs Condition Open Space Impact fees will be due prior to Issuance of bUilding permit Contact Deb Richter at 562-4817 Not Met Bob Maran 562-4592 04/11/2004 Storm Water CondItion Not Met Prior to Issuance of a bUilding permit 1 } A copy of the approved SW FW M 0 perm It IS to be prOVided 2) A copy of the approved FOOT permit to connect to the Box Culvert under Gulf to Bay IS to be prOVided No Issues Not Met TraffiC Eng Condition Bennett Elbo 562-4775 OS/24/2004 1 Applicant musllnstall an eastbound left turn lane from S R 60 Into the proposed site and the Not Met CaseCondltons Print Date 06/18/2004 Page 2 of 3 FLS2004-04026 2760 GULF TO BAY BLVD TraffIc Eng Condition Bennett Elba 562-4775 signal assembly as shown on the approved FDOT signalization plans 2 Applicant to attain a current FDOT nght-of~way permit and access connection permit 3 Show on the site plan vehicles stacking at the drive-through lanes complYing with the City's Community Development Code Section 3-1406 4 Provide loading space (12' wide x 35' long) complYing with the City'S Community Development Code Section 3-1406 5 Provide necessary pedestraln crosswalk assembly for Gulf to Bay compliant with FOOT standards 6 Provide accessible route from the Retail bUilding to the Bank building (per FlOrida BUilding Code, Chapter 11, Section 11-4 1 2) 7 Consider connecting to the eXisting stub north of the property The TraffiC Operations DIvIsion encourages Interparcel connections to lessen conflict pOints on S R 60 6/14/04 - PER APPLICANT, FDOT DOES NOT WANT THIS CONNECTION 8 Show angle of angled parking spaces The parking spaces must comply With city standards 9 Install "oneway" and "do not enter" Signs where appropriate complYing With MUTCD standards 10 Remove the 2 parking spaces west of Detentlon/Wetland area and 1 parking space Immediately north of the bank to minimize conflict pOints for egress from drive through banking lanes 11 Provide an updated Traffic Impact AnalYSIS utiliZing current traffic count data 12 All of the above to be addressed prior to D 0 * A TraffiC Impact Fee to be assessed and paid pnor to CO Zoning Condition - Unity of TI John Schodtler 562-4604 06/0912004 Prior to the Issuance of permits, applicant must record a unity of title document Not Met Zonmg Condition John Schodtler 06107/2004 Need to provide proposed Slgnage 562-4604 Not Met 06/07/2004 Need to provide all four elevations for both bUildings Not Met CaseCondltons Print Date 06/18/2004 Page 3 of 3 Stillwater Technologies, Ine, 20 North Orange Avenue Sune 11 07 Orlando, Flonda 32801 tele 407-206~7222 fax 407-206-7223 web stillwatenech corn June 17, 2004 REV!$m~n- ~ If n w' r-:.- II n rn IJ C 1/ C I 11_1---- ~~~ . ' JATE: ' I: \ JUN t i ~~~ i' Project #050-001 Mr John Schodcler Gty of dearwater MuruClpal Semces Bu.tldmg 100 S Myrtle Avenue, SUlte 210 dearwater, FL 33756 r"L..AI~~--- --- _.)~ elf (Or ,--' ::~':""'~';;;;~_ RE: ORIGINAL First Response to DRC Comments dearwater Bank and Retatl Center 2760 Gulf to Bay Boulevard, dearwater, FL FLS2004-04026 Dear Mr Schodtler Sti.llwater Technologies, Inc (Stillwater) IS proVldmg clus response to DRC comments received fro the City and discussed at the DRC meetmg on June 10,2004 The ttems m the comment letters are addressed below m the order that the comments were received Engineering Condition 1 Comment Need to remove B F P 0 from the fire hydrant line Response The B F P 0 has been removed 0 all ofthe plan sheets (C03, C04 and C05) 2 Fire hydrant mam line to be 8" to the northernmost fire hydrant The fire Ime has been Increased as noted on Sheet C05 Comment Response 3 Comment Need to Install a 6" gate valve at the tee (on branch line) on the fire Ime at the 8" x 6" tee where the east FHA IS being mstalled The requested 6" gate valve has been added on Sheet C05 Response 4 The clearance for the canopy for the dnve through to be a mlnlmum of 13ft 6 In for bypass lane Note #10 has been added to Sheet C03 notmg the reqUIred clearance Comment Response 5 All polYVinyl chlonde pipes shall be laid WIth an Insulated 12 gauge A W G solid strand copper wIre wound around the pipe fonmng one complete spiral per Jomt of pIpe ThiS wIre IS to be contmuous With splices made only by methods approved by the Engmeer ThIS wIre IS to be secured to all valves, tees and elbows See CIty of Clearwater Contract SpecIficatIOns and Standards, Part "B", Technical SpecIficatIOns, Article 41 02(B)(2), not as ShOWll 011 Sheet 9, Detail #7 Note #22 on Sheet CO 1 states the reqUIred locator wire mstallatlOn The detail on Sheet 9, C08 has been removed Comment Response 6 Comment Storm sewer manhole cover(s) are not to say "Clearwater" or City of Clearwater" on them ThiS system IS a pnvate system The manhole cover depicted on Sheet C07 was taken trom the City of Clearwater Standard Index 201 and 203 which remams m the City's Contracts SpecIficatIOns and Standards dated July 2003 and Response 1 \050 Kennedy Frosl Inveslments\0380 I&oSOCl1 GulftoBay\Documenls\ Wyatl Docs\OSOOOI-Clrwater~DRC RespOl doc Mr John Schodtler - City of dearwater Plaruung First Response to DRC Comments June 17,2004 7 Comment Response 8 Comment Response purchased from the City after DRC on June 10, however, the requested change to the manhole detail has been made Per the City of Clearwater Contract Speclf1catlOns and Standards, Part "B", Techmcal SpeclficatlOns, Article (19), "all around remforced concrete pipe Jomts under pavement, driveways and SIdewalks wlthm public nght-of-way and any outfall system, shall be wrapped with Mlrafi 140N filter fabnc or equal" Fabflc to be a mm of 30" m Width and centered on pipe The requested Jomt wrap details have been added to Sheet C07, Detail #5 Need to show all City details apphcable to thiS project The City's ConstructIOn Standards and UtilIty InformatIOn can be found on our web site www clearwater-tl com/engmeer, go to "Documents and PublicatIOns", then to Engmeermg Constructlon Standards, then select the applicable detmls To the best of our knowledge and based on a recent review of the noted Standards and Detmls, all applicable detmls for thiS project have been mcluded on the detm I sheets m the attached reVised plan set EnVironmental Condition 1 Comment Demonstrate that the proposed wet pond Includes a 6 1 littoral zone covering 35-percent of the area of the pond Response Pursuant to a meetmg between the City'S envlronmenta] department (Ms Terry Finch and Ms Heather Faessler) and the proJect's envlronmenta] consultant, Armstrong EnVironmental Services (AES) (Mr Marty Annstrong) conducted on June ]4,2004, the wetland mitigatIOn area and wet stonnwater pond have been deSigned In accordance with City and Southwest FlOrida Water Management District (SWFWMD) criteria An updated wetland mitigatIOn plan prepared by AES dated June 14,2004 has been prOVided with thiS response 2 Comment Response 3 Comment Response 4 Comment Response 5 Comment Response 6 Comment Response Demonstrate that the proposed site plan proVides I 1 mitigatIOn for wetland Impacts See response to Comment # 1 listed above ProVide a 25-foot vegetative buffer around the perimeter of the wetland mitIgatiOn area (Development Code SectIOn 3-907) See response to Comment # I hsted above It appears that the pond cross sectIOns are ill I S labe led on Sheet C 1 0 Corrected pond cross sectIOn titles have been ]abeled on Sheet C 1 0 PrOVide a Key for the plant symbols on Sheet LA 1 Each plantmg area on LA] has been labe]ed with speCific Key lettermg for the symbols m those plantmg areas which correspond to the Key lettenng In the plant list Please proVide ContammatlOn report for the Site A copy of the most recent environmental report, Pre-RAP Assessment Report dated June 2003, from the FDEP's consultant, Shaw EnVironmental and /\ Infrastructure (Shaw EI) has been attached to thiS response In additIOn, a cSB~~~, of the FDEP's approval letter dated May 6,2004 for the current site plan IS~ ,~ ,\Ii.~' ""'~ \ \ , ""',\' ( -~,,/~ ~."Y , , ~~~ \\\ \ '\ ,/ \ -) /" 05000 1 ~Clrwater-DRC-Resp02 doc Stillwater Technologies, Ine '" Mr John Schodtler - CIty of Clearwater Planrung First Response to DRC O:nnments Jrme 17, 2004 bemg provided As requested In the FDEP's letter, we will be coordmatmg very closely with FDEP and theIr consultant as constructIOn nears and gets underway Fire Condition I No Issues Landscape Site Triangle Condition 1 Comment Landscape plan does not show the sIght tnangles as descnbed m Article 3, DIVISIOn 9, revIse the plan to show these tnangles at all the street and dnveway mtersectlOns Response The Landscape Plan Sheet LA 1 has been revised to Include the sight tnangles and the required site plan and landscape changes have been completed Landscape Island Plant Condition ] Comment Per SectIOn 3-1202 E 1 - I Tree/lsland mm 1m urn, I Tree/150 sq ft: of reqUIred green space, Shrubs 50% of reqUired green space, and Groundcover shall be utilized for reqUired green space 1TI lieu of turf Mamly, the Island runnmg down the center of the parkmg lot does not meet Code Other Islands m the area between bmldmgs do not fully meet thiS sectIOn of Code either Adjust plans and submit for review Response The required landscape plantmg changes have been made to Sheet LA 1 Required Tree Size Condition 1 Comment Per SectIOn 3 -1202 B 1 Code reqUIred trees to be 10' m height and 2 W' cal at plantmg, ornamental trees can be 8' m height and 2" cal , and palms must be 10' clear and straight trunk at plantmg Make changes m Legend and submit revised page for review Response The reqUired landscape plantmg changes have been made to Sheet LA I BUilding Facade Landscape C 1 Comment Per Seclion 3-1202 E 2 FoundatIOn plantmgs shall be provided for 100% ofa bUlldmg fa((ade with frontage along a street nght of way, excludmg space necessary for bUlldmg mgress and egress, wlthm a minimum five foot Wide landscaped area composed of at least two accent trees (or palm eqUIvalents) or three palms for every 40 [mear feet ofbmldmg fa((ade and one shrub for every 20 square feet of requ lfed landscaped area A m mlmum of 50% of the area shall contam shrubs with the remamder to be ground cover The "RETAIL" bUlldmg has no proposed landscape shown, revise plan to show the landscapmg Response The reqUired landscape plantmg changes have been made to Sheet LA] Response /'" ",(~,,' There ]s no access path to the "RETAIL" bmldmg, mdlcate on the plans /~\\)7 where the entrance(s) Will be located /':'-.. ' /( ~ The access path has been added to the Site Plan Sheet C03 and the LaAdsca e/ "-~ ~ ". Plan Sheet LA] " ,-,,"" "\ ,~ 7~ - , '\ < ~/ ~ /'" <(~,,< ~ ' /' ~..... ....\ \.. ;ag~\\~ ~ /':'~' ~/ '" ," r-l,...", ~~/ " ' " Landscape 1 Comment '. '\ / 050001-C!rwater- DRC-Resp02 doc Stillwater Tcchnolog]es, Ine 11r John Schodtler - City of C!eaIWater Planrung Fu"St Response to DRC Comments June 17,2004 Land Resource Condition 1 Comment Submit tree Inventory tag #'s on a surveyor site plan prior to DO Response A copy of the p Ian Sheet L03 reviewed by the CIty of Clearwater (Mr Rick Albee) at ORC on June 10,2004 has been prOVided In the revise dplans se, Sheet L03 2 Comment Response 3 Comment Response 4 Comment Response Show all eXisting trees on the sIte plan prior to 0 0 A copy of the plan Sheet L03 revIewed by the CIty of Clearwater (Mr Rick Albee) at ORC on June 10, 2004 has been prOVIded with thiS response ReVIse the pond bottom elevatIOn (no elevatIOn change) at the 29" Oak tree as depicted on the landscape plans Submit prior to DO The grading plan Sheet C04 has been reVised to move the pond elevatIOn 29 00 to the area outSide of the hatched area to be undisturbed noted on the Landscape Plan Sheet LA I Due to storm water reqUirements by the FOOT, the pond volume could not be decreased and the small area at elevatIOn 29 00 IS needed The area prevIOusly noted to be undisturbed at the +/- 30 00 elevatIOn (exIsting grade) has been Increased on the reVised plans In order to comply with FOOT drainage criteria and thiS Increased undIsturbed area should better SUIt the tree survIval chances ProVide a GravIty Wall DetaIl In place ofthe Keystone Retaining Wall DetaIl No grade change to occur under the 29" Oak tree ProVIde prior to 0 0 The gravity wall detall on Sheet CI0 has been removed Development Order Note #70n Sheet C03 has been revIse to reqUire the contractor to proVIde a shop draWing for a gravIty wall which does not require excavatIOn of the eXisting grade at the tree Parks & Recs Condition I Comment Open Space Impact fees w'lI be due pTlor to Issuance of bUlldmg permit Contact Deb RIchter at 5624817 Response Acknowledged Storm Water Condition 1 Comment PTlor to Issuance of a bUlldlng permIt 1) A copy of the approved SWFWMO permit IS to be proVided 2) A copy of the approved FOOT permit to connect to the Box Culvert under Gulf to Bay IS to be proVIded No Issues Response Acknowledged Traffic Eng Condition ....1 \~ 1 Comment Applicant must Install an eastbound left turn lane from S R 60 Into the /~\ y \. proposed site and the Afi'!' '0 / (<;,,\\, -~ f~ ...;' /" ~~ ~/ <\ ,,(~/ ~~ ~ ,) ~\ ~ ; 050001-Chwater-DRC~Resp02 doc Stillwater TechnolOgies, Inc. "~e'.4'~,'~'~~~C}': ../' f" ~ -,"",' '\,/ \ /~ " ) Mr John Schocltler - City of Clearwater Planrung First Response to DRC Comments June 17,2004 Response 2 Comment Response 3 Comment Response 4 Comment Response 5 Comment Response 6 Comment Response 7 Comment Response 8 Comment Response 9 Comment Response 10 Comment The eastbound left turn lane ]s proposed and was depIcted 10 the traffic deSIgn plans and slgnahzatlOn plans prepared by the prOject traffic consultant, Amencan Consulting Engineers Applicant to attam a current FOOT nght-of-way permll and access connection penmt An FOOT Access ConnectIOn PermIt ApplicatIOn was submitted and the FOOT has Issued a Notice of Intent to Permit (NIP) the prOject dated May 24, 2004 The NIP has been provided wIth thIs response and the penmt will be provided to the City upon FOOT's approval Show on the site plan vehIcles stackmg at the drive-through lanes complYing With the CIty's Comm U111ty Development Code SectIOn 3 -1406 VehIcle stacking at the bank dnve thru has been added to Sheet C03 per City Code Provide loadmg space (12' Wide x 35' long) complymg With the City's Comm un Ity Development Code SectIOn 3 -1406 A loadmg space has been added to Sheet C03 per City Code Provide necessary pedestnan crosswalk assembly for Gulf to Bay compliant With FOOT standards Pedestrian crosswalk detaIls were depicted m the traffic deSign plans and signalizatIon plans prepared by the project traffic consultant, Amencan Consulting Engmeers, and submitted to FOOT for revIew ProvIde acceSSIble route from the Retall bUlldmg to the Bank bUlldmg (per FlOrida BUlldmg Code, Chapter I I, SectIon 11-4 1 2) The access path has been added to the SIte Plan Sheet C03 and the Landscape Plan Sheet LA I Consider connectIOn to the ex Istmg stub north of the property The Tra ffic OperatIOns DIVISIOn encourages mterparcel connectIOns to lessen conflIct pomts on S R 60 The connectIOn to the property north of thiS site was evaluated The connection was not allowed due to Impacts to the on-Site cIrculatIOn and Impacts to the new mtersectlOn deSign at Sky Harbor Drive DetaIled diSCUSSIons WIth FOOT were conducted and the connectlon was not proposed Show angle of angled parking spaces The parkmg spaces must comply With CIty standards The parkmg stall angles have been added to Sheet C03 and the stalls are deSigned m accordance WIth CIty Code Install "one way" and "do not enter" sIgns where appropnate complYing With MUTCD standards The SIgns reqUired to faCilitate proper traffic movements throughout the site I . have been added to Sheet C03 as dIscussed at DRC on June 10 "One-wfty~and "Do Not Enter" signs are located at the bank teller stalls and eXit aisle a~~ded Remove the 2 parking spaces west of DetentIOn/Wetland area and 1 e:::l ~ parkmg space Immediately north of the bank to minimize conflIct pomt dbr r- egress trom dnve through bankmg lanes ruu ' - l-- ,;-1 , I , "- e :z => ~ 050001-Clrwater~DRC-Resp02 doc Stillwater T eehnolog1es, Jne \ , I - I I, '.... P~ ---. : ~ --- 1 f , ,...__"1 ~I ~ ---, - ~ _ ~ _....---.:-_-;.....I"P' Mr John Schodder - City of OeatWater Planrung FITst Response to DRC Comments June 17,2004 Response 11 Comment Response 12 Comment Response Zoning Condition 1 Comment Response 2 Comment Response The one (1) stall located Immediately north of the bank has been removed and replaced with interior green space The two (2) stalls ImmedIately west of the proposed wetland area have been not been removed Based on the vlSlblhty which will be allowed by the fence proposed on top of the retamlng wall, and due to the fact that only employees Will be uSing the stalls because they WIll be the first to arnve and last to leave the bank, we do not see the potential for traffic problems at these stalls Provide an updated Traffic Impact AnalYSIS utlhzlng current traffic count data A current TransportatIOn AnalYSIS was prepared by the project's traffic consultant, American Consulting Engineer's (ACE) (Mr Gareth Klotz) and submItted With the prevIOus submitlal to the City ACE obtamed current traffic count data from the CIty prior to conducting their analYSIS and due to the similarity WIth values obtained when conductmg the prevIOUS traffic study, a new tube count was not conducted This methodology was coord mated between ACE and the CIty All of the above to be addressed prior to DO Acknowledged Need to provIde proposed slgnage Proposed slgnage Will be prOVIded by the Developer soon Need to prOVIde all four elevatIOns for both bUlldmgs Proposed bUIlding elevatIOns wdl be provided by the Developer soon If you should have any questIOns regardmg the attached mformauon, please do not heSitate to call me at (407) 206-7222 xl02 Thank you for consldenng tills project Smcerely, STILLWATER TECHNOLOGIES, me. JALf a &1 Fredenck A Blecha, P E Pnnopal Engmeer Attachments Site Development Plans (Rev 6/16/04) (14 copIes) , j Wetland MingatlOn Plan by Armstrong EnVIronmental (dated 6/14/04) (5 copi~s)l or Pre-RAP Contarrunanon Assessment Report (dated June 2003) (5 copIes) l~~' B FDEP SIte Plan Approval Letter (dated May 6, 2004) (5 copies) I=-- , '" FDOT Nonce of Intent to Penrut (dated May 24, 2004) (4 copIes) ~ i ' ::: jl _ ,-,-I z ' : t'_L :::J '~ '-'I ~ I ,- ~L-__I~f3 r;::.--- r- - -, :r ~L~~_~__ 1 Cc. Mr Paul Wyatt, Wyatt Real Estate ServICes - Tampa, FL (wi Site Dev Plans only) OSOOOl-Chwater-DRC-Resp02 doc Stillwater T e~hnologtes, In~ Page 6 of 6 Department of Environmental Protection ~ !! : : : Jeb Bush Governor Twm Towers Office BUlldmg 2600 Blair Stone Road Tallahassee, Flonda 32399-2400 Colleen M Castille Secretary May 6, 2004 RECEIVED f1AY ? 4 200' SlflWL.W~~ 1J1E.Chl. Mr RIck Blecha Sl111water Technology, Inc 20 North Avenue, SUite 1107 Orlando, Flonda 3280 I ORIGINAL RE Trophy Cleaners and Bank/Retail Center Development Area Dear Mr. Blecha, The Flonda Department of Environmental ProtectIOn (FDEP) apprecIates your wIllmgness to provIde the revised drawings for the proposed construction on the property adjacent to Trophy Cleaners on Gulf to Bay Blvd, CleaIWater, Flonda Rob Cowdery, P E has revIewed the submitted proposed reVISIons and has determined that the reVISIons do not appear to have a slgmficant Impact on the eXIstmg groundwater plume or FDEP's future actIvItIes Please note that all FDEP momtor wells located on the SIte that WIll need to be abandoned dunng constructIOn actIvitIes must be abandoned m accordance WIth SFWMD gUldelmes Well abandonment at the site should be coordmated With Gregg Roberts, Shaw EnVironmental and Infrastructure, Pnor to commencement of constructIOn actIvIties at the Bayrock Energy Site, please proVIde the FDEP WIth a proposed project tImelme and schedule of events FDEP would hke to coordmate our future events with constructIOn activIties at the SIte Uyou have any further questions or comments please contact me directly at (850) 245-8990 Smcerely, C\CL~~ P Nan~ MurchIson Hazardous Waste Cleanup SectIOn \\t'1\st~ 'J \lfJ I~--- i ,I ,_ ~....~ .... ~~t.. JU~! 1 3 2D04 " - foLA''lh:' -- ClfY Ur vi ..-,...,.\.\Jd-i , . "' I ,-"More ProtectIOn, Less Process" Pnnled on recycled paper o Stiaw™ Shaw Environmental & Infrastructure, Inc. PRE-RAP ASSESSMENT REPORT Trophy Cleaners 2790A Gulf.. To-Bay Boulevard Clearwater, Florida FDEP Facility 10 No. 529501416 Prepared for: - -" -n'\ " "l , r ~ 1 1 \~\- ~ ::: ~ ~ \ ~:. r:= :. \\ -; q~LI l--- % ~ l~ DPL:;::> \.,.. ~ -"I ~ '':: (\ nJI' 2' (... ~:~ Florida Department of Environmental Protection Hazardous Waste Cleanup Section 2600 Blair Stone Road Tallahassee, FlOrida 32399-2400 Prepared by: Shaw Environmental, Inc, 725 US Highway 301 South Tampa. FlOrida 33619-4349 Project No. 812273 June 2003 c:~ ~ .-- ~ ex:. - "" - _ ~- n , ~ '\ ',. \~_:> 1,1_ t~\ .q I ~ ~\ 8 , ,c::;.- , N , - r--\ ...... \. ,~: ~ , _ \ l ,._"~ \ (:J DC => \,_ ,~ ....-,. ~.- \. - ~ 1:;0 - ? J- -~-.-l J @v~_ , ~ --I c._ .. i _.----"'----- u-t- 'd. Cl ~ Shaw Shaw Environmental. Inc. Shaw EnVironmental, Inc 725 US Highway 301 South Tampa, Florida 33619-4349 8138262336 FAX 8136261663 June 10,2003 In response to the migration of contaminants from the shallow to the IntermedIate groundwater regimes, additional investigations were performed by Shaw to depict the lateral and vertical extent of chlOrinated ethenes In groundwater This report represents the results of two groundwater sampling events In 2003, the latter of which Included the installation of new mOnitor wells With macrocore SOil deSCriptions An executive summary, table of VItal Stats, and macrocore photograph are provided below Trophy Cleaners IS an active dry cleaning facIlity located In Clearwater, Florida Groundwater elevation data Indicates flow directions to the south and south-southeast One shallow well (MW001) and two Intermediate wells (MWD02 and MW008) exceed the NADC for PCE MW001 eXists at the base of a drainage swaJe, and intermittent ponded water In the swale has likely contributed to the downward mIgration of contaminants Into the intermediate groundwater regime New wells located downgradlent on the south Side of State Road 60 define the lateral and vertical extent of PCE, although the cls-1,2-DCE plume appears to extend slightly past these wells In 2000, almost 60 pounds of PCE was removed from SVE laterals positioned beneath the Trophy bUilding However, additional contamination has been confirmed to reside In SOil under the active facIlity SOIl cores described dUring thIS investigation reveal a complex stratigraphy, primarily consisting of a few feet of Silty sand and sand, followed by mixtures of sandy clay and clayey sand, Silty clay, clayey Silt, and clay, With occaSional silty sand and sand lenses Competent limestone bedrock was documented In MW020 at 29-feet Groundwater only occurs In discrete layers separated by almost Impermeable clay With very little mOisture content SOil OXidant demand IS low and, therefore, the site qualifies for the proposed application of ISCO With potassium permanganate Sparglng With air would assist OXidant delivery and containment of the plume Ms Leona Miles Flonda Department of EnVironmental Protection Hazardous Waste Cleanup Section 2600 Blair Stone Road Tallahassee, FlOrida 32399-2400 Phone (850) 245-8968 Dear Ms Miles r" l ' ( - I '\ f . - r" L Executive Summary I- I I I J ! ' l.. ! ' t _ f' l ;; 1- , t ., f " L, ~~-~----I ! '. . ~'~ ....: q~ 1~~,~:. -, J!:,.: 1.' .,/'~ '.~";~ ::'; ,"I ,;'~ 'i ~ ~~ !\~~~~ .j, .J". '1:..\r.,.'t,.t1 l' J.!:l I.... I " ~- I ,~; L [ L L SVE Operational Period TAN 15G - Work Task Budget TAN 15G - C ha nge Orders TAN 15H- RAP Parameters TAN 15H- RAP Parameters Total Project Costs to Date Mass Removal from Unsaturated SOil Jun-Dec 2000 $ 198,82029 (-) $ 5,991 58 $35,06299 $0 $ 227,891 70 58 Lbs N IEnglneennglFdep-GTIIOryclean ProjectsITROPHYlSuppAssessJun03\Pra-RAP Assessment doc Pre-RAP Assessment Report June 2003 Trophy Cleaners 2790 Gulf-To-Bay Blvd, Clearwater, FL FDEP Facility 10 No 529501416 Shaw Project No 812273 FOEP Contract No HW-513 1 r ~ smw Shaw EnvIronmental, Inc June 10, 2003 Trophy Cleaners Pre-RAP Assessment Report Table of Contents , , 1 0 20 30 40 50 60 70 BACKGROUND WORK TASK COMPLETED GROUNDWATER MONITORING RESULTS SOIL ASSESSMENT RESULTS QUALITY CONTROL CONCLUSIONS RECOMMENDATIONS 3 6 8 12 13 14 14 ( , Tables 1 Well Specifications and Groundwater Elevations 2 Groundwater Analytical Summary of Volatile Organic Hydrocarbons 3 Intnnslc Parameters Data 4 SOil Analytical Summary of Total Organic Carbon and OXidant Demand 5 Mlcropurge versus Drawdown r.,- 1 I f - , ~ ~ FIQures 1 local Aenal Photograph 2 RegIonal Aenal Photograph 3 Shallow G rou ndwater EI evatlon Contou r Map - 01/20/03 4 Shallow Groundwater Elevatron Contour Map - 04/28/03 5 Intermediate Groundwater Elevation Contour Map - 04/28/03 6 PCE In Shallow Groundwater - January and April 2003 7 Cls-1 ,2-DCE In Shallow Groundwater - January and April 2003 8 PCE In Intermediate Groundwater - January and April 2003 9 Cross Section Locations 10 Cross Section A - A' 11 Cross Section B - B' f ~ I _ !~: I i r ' t ;Ji I ~ r , ,. I f ; L~ Appendices A PG Cerllflcatlon B MOnitor Well Construction Details C SOil BOring logs D Laboratory Certificate of AnalysIs E OXidant Demand Laboratory Reports r'l IJ u I ~ L: 11 : ~~ !_~ f , l~ N \Englneenng\Fdep-GTI\Dryclean~Proleots\TROPHY\SuppAssessJun03\Pre RAP Assessment doc t:J., SfiiW Shaw EnvIronmental, Inc June 10, 2003 Trophy Cleaners Pre-RAP Assessment Report 1 0 BACKGROUND ThiS study was funded by the Orycleanmg Solvenl Cleanup Program as administered by the FOEP, and the site has been a sSlgned FOE P Facility ION umber 529501416 Th IS pa rtlcular scope of work was performed by Shaw EnVIron mental, lnc (Shaw) under FOE P T ask Asslg n m ent HW 513-15 H The following Pre-RAP Assessment Report documents groundwater and sOil characteristics from site mvestlgatlons In January 2003 and April 2003 at Trophy Cleaners The site IS located at 2790 Gulf-To- Bay Boulevard In Clearwater, Plnellas County, FlOrida I > I t Two aerial photographs are presented to Illustrate the site relatIVe to nelghbonng properties, In addition to suriace water features Figure 1 depicts the outline of the stnp mall (white box) With two elongate bulldmgs, which together form an 'l' shape The Trophy bUilding has a black roof, whereas the roof on the other bUilding IS light gray Wlthm the strip maJl, a customer parking area IS present In the front along State Road 60, and an employee parking area eXists In the rear (to the north) A sizeable Impoundment IS present to the north, and an undeveloped wooded property eXIsts to the west Although not vIsible In the photograph, two swales are present on the ImmedJate north and south ends of the Trophy bUlldmg These two swales are frequently soggy, and sometimes contain a few Inches of standing water Finally, a south-flowing ditch/creek eXists In the woods Immediately west of the Trophy bUilding I ~ , ( , f' I I , Figure 1 also Includes the Clearwater East strip mall, an elongate bUilding on the south Side of State Road 60 Immediately south of Trophy Cleaners Investigation of the Clearwater East strip mall revealed stormwater grates on the west SIde of the bUilding, and In the alley along the south Side of the bUilding Suriace water runoff IS received by these grates, and subsuriace flow IS routed to the culvert indicated on the east Side of the photograph The culvert IS much lower In elevation than the strip mall (visually estimated around 15 feet of relief or more) J 1 I ~ I I I ' Figure 2 outlines the path of suriace water flow Regarding the ditch/creek In the woods adjacent to the west Side of Trophy, water IS routed under State Road 60 and likely JOinS the subsuriace drainage on the south Side of the Clearwater East strip mall UltImately, all of thiS drainage discharges mto Old Tampa Bay L EnVironmental studIes at the Trophy faCility have been ongOing for a number of years Onglnally, thIS site was managed by HSA Engineers and SCientists (HSA), dUring which time the Initial assessment was performed In 1999, Groundwater Technology, tnc (GTI, currently Shaw) was assigned the site by FOEP Historical enVIronmental events are summarized In the reports below r .. L , I I.~ ! \ t ~ L 1'\ ij ~ N IEn gin eennglF dep-GTIIDrycl ea n~ProJeClSI TROPHYlSuppAssessJ u n031Pre RAP Assessment doc 3 ~ SIiiW Shaw Environmental, Inc I' I ' , 1 Date October 1998 March 1999 Ma 1 999 5e tember 1999 June 2000 Jul 2000 Au ust 2000 Se tember 2000 December 2000 Janua 2001 June 2001 Au ust2001 Au ust2001 June 10, 2003 Trophy Cleaners Pre-RAP Assessment Report A brief synopSIs of the pertinent contents of the above reports IS presented below · In 1997 and 1998, HSA Installed and sampled 11 mOnitor wells (MW001 to MW011) MW007 was an Indoor well that was Installed and abandoned on the same day In 1997 · In March and May 1999, at the request of FDEP, the IRAP and IRAP II were prepared In response to the westward mlgratJon of contaminants within the unsaturated zone The purpose of the IRAPs was to remedlate the unsaturated zone prior to the planned site development on the property to the west Although there has not been any site preparation as of May 2003, the consultant for the property owner (Stlllwater Technologies) IS Involved In obtaining final site development permits The property boundary between Trophy and the undeveloped property to the west IS a north-south line Immediately adjacent to the Trophy buJldlng · In June 1999, the Supplemental Site Assessment Report Included direct push bOrings west and south of Trophy Three of the direct push bOrings were converted to mOnitor wells MW012, MW013, and MW014 Again, there was a concern over the pending site development west of the site because the proposed construction Included dewatering, excavation of a retention pond, and excavatron for the installation of underground storage tanks ( . , , L i ' I . I ~ I ~ i . [ , L I ~ · An SVE system operated from June to December 2000, and almost 60 pounds of contaminant mass was removed from the unsaturated zone Because of excessive groundwater entrainment, the system was taken offline on December 28,2000, and was subsequently relocated to another site Based on the January 2001 sOil sample report, additional efforts will be required to complete the remediation of the sOil ! ~ · In June 2001, GTllnstalled MW015, which IS located south of Trophy on the south side Gulf-to-Bay Boulevard · In August 2001, GTI sampled all eXisting wells Three wells contained PCE above the FDEP NADC These wells Included MW001 (shallow zone), and MW002 and MW008 (Intermediate zone) Based on histone data, the PCE concentration dramatically decreased In MW001, with substantial Increases In MW002 and MW008 Consequently, the Impacted groundwater appears to have migrated from the shallow zone Into the intermediate zone The two deep wells (MW009 and MW010) were below detection for the volatile organic halogen (VOH) compounds , ~ I ! LJ 11: L: f' L I ' L N IEngmeenng\Fdep-GTIIDryclean PrOjectslTROPHYlSuppAssessJun031Pre RAP Assessment doc 4 ~ Shaw Environmental, Inc June 10, 2003 Trophy Cleaners Pre. RAP Assessment Report The strrp mall bUilding was modified prior 10 the site VISit In January 2003 Specifically, a Subway sandwich shop replaced the portion of Trophy Cleaners formerly located In the southern part of the elongate bUilding Trophy occupies the remainder of the bUilding to the north As reported by the manager of Trophy, John Garvm, one of the two drycleanmg machines was relocated In the bUilding dUring the renovation Mr Garvin also stated that Trophy IS a drop pOint for five other drycleanmg faCIlitIes ThiS report documents the construction details and macrocore SOil descriptions at the locations of the new wells Thereafter, results are presented for water level measurements, groundwater monitoring for total VOHs In the 14 eXisting wells In January 2003 and the 8 new wells In April 2003, along With the collection of field parameters Including dissolved oxygen (DO), reduction-oxidation potential (Redox), temperature, pH, turbldJty, and conductiVity Detailed SOil deSCriptions, With a focus on SOil mOisture, were prepared for thiS report 5011 parameters Included total organic carbon and OXIdant demand, and are discussed In the latter portion of thiS report 1 ' I , f ! \ , , I l _ I ' I l.J ! I ~ f i { ; f LJ 1 \ r L~ I L f I L" N \Eng I n eenng\F dep-GTIIDryd ea n-P,oJeC!sITROP HY\SuppAsssssJun03\P,e-RAP Assessmenl doc 5 ~ Shaw Environmental, Inc. June 10,2003 Trophy Cleaners Pre-RAP Assessment Report 2 0 WORK TASK COMPLETED On January 20,2003, all 14 eXisting wells were mOnitored for depth-lo-water In addition, all 14 of these wells were sampled on January 21 and 22,2003 (MW001 through MW015 less abandoned well MW007) In April 2003, eight new wells were Installed, along with the advancement of macrocore sOil sampling at five locations Monitor well construction details are In Appendix e, and sOil boring logs are In Appendix C Thereafter, on April 28,2003, aJl 23 wells were mOnitored for depth-to-water In addition, the 8 new wells were sampled on April 25 and 28, 2003 (MW016 through MW023) The procedures for each task are detailed below Groundwater Elevation I " 1 · Depth-to-groundwater measurements taken on January 20,2003 MW001, MW002, MW003, MW004, MW005, MW006, MW008, MW009, MWD10, MW011, MW012, MW013, MW014, and MW015 · Depth-to-groundwater measurements taken on April 28, 2003 MWOOl, MW002, MW003, MW004, MW005, MW006, MW008, MWOD9, MW010, MW011, MW012, MW013, MW014, MW015, MW016, MW017, MW018, MW019, MW020, MW021, MW022, and MW023 · Water level probe reading at tap-of-caslng was converted to NAVD88 · The probe was decontaminated between wells with detergent and dIstilled water Groundwater Sampling · MOnitor wells sampled on January 21 and 22,2003 MW001, MW002, MW003, MW004, MW005, MW006, MW008, MW009, MW010, MW011, MWD12, MW013, MW014, and MW015 · Monitor wells sampled on Apnl 25 and 28,2003 MW016, MW017, MW018, MW019, MW020, MW021, MW022, and MW023 · Wells were sampled uSing the mlcropurge technique (USEPA 540 S-95 504 and FDEP SOP FS2200) o Dedicated polyethylene tubing was lowered down the well to selected depths Within the screened Interval, With mlcropurglng dUring stabilization at less than 250 mUmln This tubing was connected to a fIeld-calibrated multi-parameter Instrument With a flow-through cell, which was connected via tubmg to a peristaltic pump o Verification of minimal drawdown was accomplished by multiple measurements of depth-to- water dUring mlcropurgmg at each well Wells were purged until at least three sets of data obtamed from the multi-parameter Instrument were Within the FDEP deSignated variances for water quality parameters · Volatile constituents (EPA Method 8021) were collected from the downhole tubing In addition, orthophosphorus was sampled In five wells Samples were Immediately stored on Ice and placed Into a cooler under chaln-of-custody · All sampling and decontamination activities were performed m general accordance With FDEP SOP-001/01 (Field Procedures) · All groundwater samples were field analyzed With the flow-through cell system for the follOWing parameters 1 \ , \ ; f' , I l, L' , ' , , L {] L: L , I t , , t... ! "I LJ u P In N IEng,neennglFdep-GTllOryclean PrOject.ITROPHY1SuppAssessJun03IPre RAP Asses.smenl doc 6 t' ~ stiiiW Shaw Environmental, Inc. June 10. 2003 Trophy Cleaners Pre-RAP Assessment Report Parameter Method Dissolved oXYQen (DO) EPA Method 4500-0 Reduction-oXidation potential (Redox) EPA Method 2580-8 Hydrogen-Ion concentration (pH) EPA Method 4500-H+ Conductlvltv EPA Method 2510 B Temperature EPA Method 2550 B Turbidity EPA Method 2130 B f' ( · Groundwater samples were sent overnight to PC&B Envlronmentallaboratones, tnc (PC&B) In OViedo, Flonda for volatile organic compound (VOG) analysIs according to EPA Method 8021 SOli Sampling and Momtor Well Installation · Geoprobe operated by DiversIfied Dnlllng of Dade City, Flonda mobilized to site from April 21 to 24, 2003 The flrsl four feet of each of fIVe following locations was hand-augered, followed by continuous 4-foot-long macrocores to the following deplhs o MW016 to 24-feet, o MW019 to 24-feet o MW020 10 29-feet, o MW021 to 24-feel, and o MW022 to 29-feel · EIght (8) new monitor welllnstalJatlons at the following five macrocore locations o MW016 screened from 24 2 to 29 2-feel, o MW017 screened from 22 6 to 27 6-feet, and MW020 screened from 28 1 to 30 1-feet (In bedrock) o MW018 screened from 38 to 13 8-feet, and MW019 screened from 195 to 24 5-feet, o MW021 screened from 20 to 25-feet, and o MW022 screened from 196 to 24 6~feet, and MW023 screened from 1291017 9-feet · Well screen construction at all locations consisted of 2 5-Inch 00 factory-packed screens manufactured by Geoprobe Well screens are stainless steel with 20/40 grade sIlica sand, wrapped aboul1 O-Inch lD Schedule 40 PVC with 0 01Q-Inch factory slots Except MW020, all screens were 5-foot lengths, with two sections Installed for shallow well MW018 (10-feet of screen) The pre-packed screen at MW020 was field-modified to a two-foot length · Riser piping on the wells consists of flush~threaded 1 O-Inch 10 Schedule 40 PVC · All wells have Schedule 40 flush-threaded bottom plugs · The annulus of all wells Included approximately 6-Inches of fine sand, followed by cement grout to the surface All grout was pumped through a tremle pipe from the bottom up · All wells are flush-mounted, With 8~lnch bolt-down manhole covers The manholes are set In 2 by 2-fool concrete pads · All wells were developed by Shaw until the groundwater was free of vIsible solids In addition to pumping, the development procedure Involved rrgorous surging to move fine particles through the sand filter pack In the screened Interval · Selected SOil samples were collected and analyzed for tolal organiC carbon (TOC - 6 samples, PC&B) and oXldanl demand (8 samples, Shaw Biotechnology laboratory In Knoxville, Tennessee) f - 1 l :,\ L I ~ \ L I ' t ' ( ~ L I - 1 t JI I L ~ . I ~ L ( ! ( J L~ N IE11gtneenngIFdep-GTIIDryclaan Projec15\TROPHY\SuppAsse5sJun03\Pra RAP Assessment doc 7 ~ SIiiW Shaw Environmental, Inc June 10,2003 Trophy Cleaners Pre-RAP Assessment Report 3 0 GROUNDWATER MONITORING RESULTS Groundwater elevation data for all sIte monltorrng events are presented rn Table 1, along with well specification data Water table elevations and elevation contours for two separate zones of the aqUifer (shallow and rntermedlate) are shown on Figures 3, 4, and 5 Laboratory analytical results from the January and Apnl 2003 groundwater analyses, In addItion to other monltonng events, are summanzed rn Table 2 PCE and cls-1 ,2~DCE concentration maps rn shallow groundwater, generated from the January and Apnl 2003 data, are presented on Figures 6 and 7 A peE concentration map In Intermediate groundwater IS presented on Figure 8 Natural attenuation Intnnslc parameters field data are listed In Table 3 The laboratory certificates of analysIs are In AppendIx D ) , \ - Site momtorrng results are descnbed below f.' ! \ , Groundwater ElevatIon Results f~ · The January 20, 2003 water table elevations vaned from 23 57 to 25 61 feet relative to the NAVD88 datum (14 wells) · The Aprrl 28, 2003 water table elevations vaned from 2304 to 26 42 feet relative to the NAVDB8 datum (22 wells) · Groundwater elevatIon contours rndlcate the apparent groundwater flow rn the eleven shallow wells IS generally towards the south · Groundwater elevation contours rndlcate the apparent groundwater flow In the seven Intermediate wells IS generally towards the south-southeast · Groundwater elevations (NAVD88) on Aprr12B, 2003 In the three deep wells are rndlcatlve of a southward gradient varyrng from 2527 feet (MW010) to 24 12 feet (MW009) to 23 60 feet (MW020) r~ I ~ I ' L ! ~ · Apparent flow directions from earlier events show results Similar 10 the above Groundwater Quality Results I ' LI · As of the two 2003 samplrng events, shallow well MW001, and rntermedlate wells MW002 and MWOOB, exceed the NADC for PCE · For the shallow groundwater regime, the highest concentration of PCE remains In MW001 The conSIstent decrease In PCE In MW001 With time IS attrrbuted to a downward migration path of the PCE, coupled With natural attenuation · Within the shallow realm, some natural degradation of PCE IS apparent by the presence of other chlorrnated compounds For example, cls-1 ,2-DCE appears as an advanCing front extendrng to the south side of State Road 60 rn MW018 1 . i t I L I' ! , LII · For the Intermediate groundwater regIme, both downward and lateral migration IS apparent The successive rncrease rn PCE In source wells MW002 and MW008 IS demonstrated over time, suggestrng vertical migration When comparrng these two wells, MW002 contained a higher concentration of PCE rn August 2001, whereas MW008 contarned higher PCE In January 2003 ThIS reversal Indicates the south-southeast lateral migration of PCE · In Aprrl 2003, the farthest downgradlent Intermediate monltorrng well, MW019, was below detection for chlorrnated compounds, although the aXIs of the plume may be positioned slightly west of MW019 · Up through January and Aprrl 2003, the three deep wells (MW009, MW010, and MW020) are VOid of chlorrnated compounds ~ L 1-1 L I Lt l" tJ N \Eng,neenng\Fdep-G TI\Ory<:l ean Projl!ctsITROPH YlSuppAssessJun03lP,e RAP Assessment doc B ~ SIiaiiii Shaw EnvIronmental, Inc June 10, 2003 Trophy Cleaners Pre-RAP Assessmenl Report Natural Attenuation Analytical Results · pH values are wlthm the range conductive for bloremedratlon · For Redox, the optimal range for to promote reductive dechlonnatlon IS less than mmus 50 mV Therefore, most wells are m thIs range for the most recent analysIs, although MW010, MW012, MW013, MW014, and MW015 are outside of the optimal range Positive Redox values suggest oXidized conditions ! ~ l · DO concentrations range from reduclng/anaeroblc (less than 1 0 mg/L) to oXldlzmg/aeroblc (greater than 1 0 mg/l) Consequently, limited reductive dechlonnatlon IS conceivable where groundwater eXists In a reducmg environment Through lime, groundwater from source wells IS variable MW001 appear consistently anaerobic, MW002 alternates from anaerobiC to aerobic, and MW008 IS borderline between the two conditions · The absence or low concentration of orthophophorus may be Indicative of nutrient deficiencies for the application of bloremedlatlon · Hlstoncal1999 analysIs of ferrous Iron only appears at a relatively hIgh concentration In MW003 Source wells MW001, MW002, and MW003 are at low concentratIons, suggestmg an absence of anaerobic Iron reduction \ I L · The absence of nitrite m 1999 mdlcates the absence of detntnflcatlon, a form of microbial respiration that will support the biodegradation of some organiCs · The low concentrations of sulfld e In 1999 su ggests a n a bsence of sulfate reduction, wh Ich cou Id Yield eVidence of sulfate-redUCing bacteria · The low concentration of total organic carbon In MW002 and MW003 In 1999 Implies a low organic content, which contributes to the depletion of oxygen to enhance a reducing environment · The historical presence of a PCE daughter products, pnmanly TCE, suggests that limited reductive dech!onnallon has occurred at the site r ' I ! , L f ~ I' ~ i' . I q, t t ~ r 1 , lJ L L ! L N IEnglneennglFdep-GTIIDryclean ProJeCI$\TROPHYlSuppAssessJun031Pre RAP Assessment doc 9 ~ SIiiW Shaw Environmental, Inc June 10, 2003 Trophy CJeaners Pre~RAP Assessment Report 40 SOIL ASSESSMENT RESULTS A geolog IC assessm e nt of the site IS su m m a rlzed on two cross sectlo n s (F 19 u res 9, 10, and 11) Th e cross sections were prepared based on information from the so[1 bOring logs (Appendix C) Specifically, the sOli type and sOil mOisture content on the logs from MW022 and MW021 were compiled to prepare F 19 u re 10 The sOil type and sOil m OIS ture content on the logs from MW 016 and MWO 19 were com piled to prepare Figure 11 TOC results and sOil oXidant demand are presented In Table 4, and on Figures 10 and 11 OXidant demand laboratory reports are Included In Appendix E SOil at the site primarily consists of a few feet of silty sand and sand, followed by mixtures of sandy clay and clayey sand, silty clay, clayey silt, and clay, With occasional silty sand and sand lenses Competent limestone bedrock was documented In MW020 at 29-feet Highlights on Figure 10 are discussed below f . I I , · From MW023 to MW021 (west to east), the geologiC Units appear at similar depths and, therefore, are Inferred to be reasonably contiguous across the site · SimIlarly, In both MW023 and MW021, saturated to wet zones I lithologies are at s[mllar depths In the two boreholes · For the three source wells at Trophy Cleaners (MW001, MW002, and MW008), MW001 IS Illustrated on thiS cross section As displayed, MW001 eXists at the base of the swale, and the upper portion of the screened Interval mtersects the shallow silty sand aqUifer Consequently, the majority of contamination In thiS well hkely onglnates from the shallow silty sand aquifer Contamination at thiS level conforms to the documented shallow contamination (In 2000, almost 60 pounds of chlonnated compounds were removed by the SVE ) · TOC was acqUired from two SOil samples, and OXidant demand was acqUired from three samples As shown on the figure, TOC ranged from 26 to 98 mg/kg Within shallow sandy clay Immediately below the shallow silty sand aquifer, OXidant demand ranged from 13 7 to 15 9 g/kg, whIch IS a moderate level At 16 5-feet, the OXidant demand In wet sandy clay was 1 3 g/kg, which IS low HIghlights on Figure 11 are discussed below · From MW016 to MW019 (north to south), the geologiC units appear at similar depths and, therefore, are mferred to be reasonably contiguous across the site However, a non-continuos sand layer was encountered from about 73 to 11-feet In upgradlent bOring MW016, and thiS layer was absent In the other five macrocore locations advanced dUring thiS Investigation · Except for the shallow silty sa nd zon e, In both MW 016 and MWO 19, satu rated to wet zo n es I lithologies are at similar depths In the two boreholes The Silty sand zone at MW019 occurs at a very shallow depth (0 to 1 5-feet), and no saturated SOil was encountered · All three source wells at Trophy Cleaners (MW001, MW002, and MW008) are Illustrated on thiS cross section As dlsplayed, MW001 eXists at the base of the swale, and the screened Interval mtercepts the shallow Silty sand aquifer, and possibly the wet zone around 14 to 15-feet ThiS latter zone was logged as saturated clayey sand from 145 to 15-feet In MW016, and was logged as wet sa ndy clay from 12 to 13-feet In MWO 19 · The screened mtervals from both MW002 and MW008 both appear to Intersect a sand layer For example, wet Silty sand was Identified from 224 to 24-feet m MW016, and wet to saturated clayey sand was IdentifIed from 184 to 22 8-feet In MW019 i ' r I j t ' 1 \. i; I L L I I , t.. ~ 1 L I ' L , i 1, 1 L N \EnglneeMg\Fdep-GTIIDrydean PtOl"ctsITROPHYlSuppAssessJun03lPre RAP Assessment doc 10 ,-.." ~ SIiiW Shaw EnvIronmental, Inc June 10 2003 Trophy Cleaners Pre-RAP Assessment Report , , , · TOe and oXidant demand were acqUired from four sOil samples As shown on the figure, TOe ranged from 22 to 260 mg/kg Within the unsaturated shallow sandy clay, oXidant demand was 285 g/kg, which is a high level From 6 to 8-feet, the oXidant demand In slightly mOIst silty clay with sparse organics (peat and wood) was 47 g/kg, which IS low From 14 to 15-feet, the oXidant demand In slightly mOIst sandy clay was 1 8 g/kg, which IS low Finally, within the target contaminant zone from 20 to 23-feet, the oXidant demand In saturated clayey sand was 07 g/kg, which IS very low Although not plaited on either of the cross seclions, another oXidant demand In wet clayey sand from MW020 was acquired from 27 to 28-feetln MW020, with a concentration of 08 g/kg I' ! t r ') . ~ ' f 1 L, r ' I I \ , j, , \ I ' I L r > , ; L", f ~ L q tJ . . 1 ; L~ ! ' I U L L N \Eng.neenn g\F d" I>-GTI\Drycl ean.Pro!"cts\TROPHy\Su ppAssessJ un03\Pr..~RAP Assessmen! doc 11 ~ ~ Shaw Environmental, Inc, June 10, 2003 Trophy Cleaners Pre-RAP Assessment Report 5 0 QUALITY CONTROL l ' · AI! field activIties, sampling collection and decontamination actIVities were performed In general accorda nce with 0 EP-SOP-OO 1/0 1, In clud Ing FC 1 000 (Field Deconta m matlo n), FS 1 000 (Ge nera I Sampling), FS2200 (Groundwater Sampling), and FT1000 (Field Testing General) · An eqUipment nnseate blank was not collected from the groundwater sampling eqUipment since dedicated polyethylene tubing was used for each individual well · Groundwater samples were analyzed by PC&B for VOHs by EPA Method 8021 PC&B IS certified by the Flonda Department of Health & Rehabilitative Services (lab No E83239) and operates under an FDEP-approved Comprehensive Quality Assurance Plan (No 900134G) · laboratory Internal operallng procedures monitor Instrument calibration by uSing traceable standards and perform matnx spikes, and duplicates laboratory quality control report for spike/spike duplicate indicate eqUipment was properly calibrated and functioning Within normal operating range · Duplicate samples for MW008 and MW021 were acqUired (Table 2) The duplicate PCE concentration for MW008 was Within 93% of the onglnal result Both samples from MW021 were below detection · Per the EPA protocol for mlcropurglng wells, drawdown In the well should not exceed 0 3-foot As listed In Table 5, the nine highlighted wells In the table (out of the 22 wells sampled) expenenced more than 0 3-foot of drawdown In seven of the nme wells, the water level either eqUilibrated or was on the rise for the last three measurements ThiS indicates mlcropurglng was In contact With representative groundwater However, In two of the wells (MW018 and MW022), the water level continued to fal! even dunng the sampling episode Because 6 3-lIters of groundwater was removed from MW018, at least some groundwater was penetrating the well screen At MW022, only 2 2-lIters was removed prior to sampling (at a flow rate of only 100 mUmln), and the sample may represent stagnant water from the well casing Consequently, the sample result from MW022 IS questionable · All wells expenenced Significant drawdown dunng development However, at MW018 and MW022 the wells actually went dry a number of times pnor to the completion of development As Illustrated on Figure 11, there IS an absence of groundwater In the screened Interval at MW018 As depicted on Figure 10, there IS only about one-foot of saturated clay In the upper portion of the screened Interval at MW022 from which groundwater can enter the well All of the drawdown data In Table 5 Will be helpful should any injection of pumping remediation strategies be chosen for the site · Drawdown was not gauged at MW01 0 and MW011 because a water level tape would not fit along With the sample tubmg In these 0 50-Inch diameter wells f I . I,' ( ., [ I ' I I ( " , I L L f \ ! L L , , 1- i ' L ! ( i", u N IEngln...nngIFdep-GTIIOrydean PrOjectsITROPHYlSuppAssessJun03lPre-RAP Assessment doc 12 r -, sQ Shaw Environmental, Inc June 10, 2003 Trophy Cleaners Pre-RAP Assessment Report 6,0 CONCLUSIONS Conclusions from thiS report are detailed below I"' · From June to December 2000, an SVE Interim remedial measure was Implemented, and removed almost 60 pounds of contaminant mass from the unsaturated zone under the Trophy bUIlding · Towards the end of 2002, a Subway sandwich shop replaced the southern portion of Trophy Cleaners In the elongate bUilding Trophy currently occupies the remainder of the bUilding to the north · Groundwater flow from the shallow aqUifer IS generally towards the south, and IS generally towards the south-southeast In the intermediate aqUifer · As of the 2003 sampling events, shallow well MW001, and Intermediate wells MW002 and MW008, exceed the NADC for PCE · For the shallow groundwater regime, the highest concentration of PCE remains In MW001 The consistent decrease In PCE In MW001 With time IS attributed 10 a downward migration path of the PCE, coupled With natural attenuation · Within the shallow realm, some natural degradation of PCE IS apparent by the presence of other chlOrinated compounds For example, cls-1 ,2-DCE appears as an advancmg front extending to the south Side of State Road 60 In MW01B i ~ I ' f ' . ,-' L · For the mtermedlate groundwater regime, both downward and lateral migration IS apparent The successive Increase In PCE In source wells MW002 and MWOOB IS demonstrated over tIme, suggesting vertical migration from the overlYing source When companng these two wells, MW002 contained a higher concentration of PCE In August 2001 , whereas MWOOB contained higher PCE In January 2003 ThiS reversal Indicates the south-southeast lateral migration of PCE f' I L · In April 2003, the farthest downgradlent Intermediate monitoring well, MW019, was below detection for chlonnated compounds, although the aXIs of the plume may be positioned slightly west of MW019 · Up through January and Apnl 2003, the three deep wells (MW009, MW01 0, and MW020) are VOid of chlOrinated compounds · Based upon natural attenuation evaluatIon, only limited reductive dechlOrination has occurred at the site DIssolved oxygen data suggest local anaerobiC and aerobiC enVIronments · SOil at the site pnmanJy consists of a few feet of Silty sand and sand, followed by mixtures of sandy clay and clayey sand, Silty clay, clayey Silt, and clay, WIth occasional Silty sand and sand lenses Competent limestone bedrock was documented In MW020 at 29-feet · Discrete water-beanng zones appear continuous at the site particularly In the shallow Silty sand and sand (to a depth of about 6-feet), and In the region targeted by the mtermedlate wells screened from about 20 to 25-feel · All wells expenenced Significant drawdown dunng development, and the drawdown data In Table 5 Will be helpful should any injection or pumping remediation strategies be chosen for the site In addition, aqUifer test results from the 1998 Contamination Assessment Report Will assist In remedlatron calculations · Regarding the application of potassium permanganate as a remediation strategy, OXidant demand concentrations are amenable to in-Situ chemical OXidation (ISCO), particularly at depths greater than 14-feet I ~ L n I ' U I ' U j' L I ' L 11 l-"'l L L N IEnglneenng\Fdep-GTIIDrydean ProjeclsITROPHY\SuppAssessJun03\Pre RAP Assessment doc 13 ~ SIilW Shaw Environmental, Inc June 10,2003 Trophy Cleaners Pre-RAP Assessment Report 70 RECOMMENDATIONS In August 2001, GTI prepared a Remedial Alternatives Evaluation that Includes the following technology to address potential DNAPL contamination at Trophy Cleaners I , · ISCO with potassium permanganate was selected to destroy VOHs within the surficial aqUifer, and the deeper low permeability zones To achieve adequate distribution of the chemical oXidant, hOrizontal or angled wells were proposed, along with vertical cluster wells or lance permeation This report demonstrates that the natural sOil oXidant demand IS low enough to deem this technology economically acceptable · Air sparglng was also selected to remedJale the shallow silty sand aqUifer, and to provide an air curtain surrounding the Impacted area to treat any contaminated groundwater that may be displaced by chemlcallnJectron In the Intermediate groundwater zone, air sparglng would be used to enhance In Situ mixing between the contaminants and the chemical oXidant After ISCa InJection, the same wells used for Iseo Injection could also be sparged for polishing purposes ~ I In-Situ bloremedlatlon was also recommended as part of the treatment process should groundwater remain above NADCs subsequent to the application of ISCO ! - , { Based on the January 2001 SOil Assessment Report, resumed operation of the SVE will also be necessary to remedlate the unsaturated zone, and to collect any VOHs riSing up through the groundwater column as a result of air sparglng Although the SVE unit has been relocated, the laterals under the bUilding remain In place The SVE trailer needs to be re-connected, and addlllonallaterals may be necessary I' i L The FDEP prepared a decIsion memorandum dated December 20, 2001 that concurs with the above remedial approach, and Shaw recommends a Remedial Action Plan be prepared and Implemented [ , -, L I L,. , , { ~~ ! - L I I L.~l L N \Engl neen n gIFdep-G TI\Otycl ean~P'oJects\TROP HY\SuppAssessJun03\P'e~RAP Assessment doc 14 r TABLE 1: WELL SPECIFICATIONS and GROUNDWATER ELEVATIONS I ~ FacIlity Name Trophy Cleaners FacIlity ID No 529501416 WEll NO MWOO1 MWOO2 MWOO3 MWOO4 MWOO5 MWOO6 DIAMETER 2" 2" 2" 2" 2" 2" - WELL DEPTH 12' 25' 12' 12' 12' 12' - - SCREEN INTERVAL 2-12' 20-25' 2-12' 2-12' 2-12' 2-12' TOe ELEVATION 2552 2858 2788 2877 2869 2865 DATE OTW ELEV OTW I ELEV DTW I ELEV DTW I ELEV DTW I ELEV OTW I ElEV 04/30/97 180 2372 298 2560 3 43 I 24 45 320 2557 284 2585 2 32 I 26 33 04/08/98 1 33 2419 339 2519 360 2428 418 2459 382 2487 338 2527 OS/20/98 177 2375 394 2464 425 2363 437 2440 423 2446 393 2472 --- 08/07/98 153 2399 374 2484 406 2382 373 2504 392 2477 363 2502 05/13/99 199 2353 335 2453 466 24 11 459 2410 416 2449 09/14/99 1 19 2433 357 2501 320 2468 255 2622 238 2631 206 2659 08/03/01 098 2454 312 2546 233 2555 287 2590 272 2597 226 2639 08/18/01 139 2413 359 2499 3 12 2476 392 2485 352 2517 315 2550 01/20103 125 2427 345 2513 291 2497 381 2496 329 2540 304 2561 04/28/03 103 2449 323 2535 257 2531 338 2539 265 2604 2 23 I 26 42 f , I f WELL NO MWOO7 MWOO8 MWOO9 MW010 MW011 MW012 DIAMETER 2" 075" 075" 050" 050" 075" WELL DEPTH 7 8' 24' 35' 39' 12' 12' SCREEN INTERVAL 2 8-7 8' 1 9-24' 30-35' 33-39' 3-12' 2-12' TOC ELEVATION 2783 2766 2707 2714 2794 DATE OTW ELEV DTW ELEV DTW ELEV OTW I ELEV OTW ELEV OTW ELEV 05/13/97 470 04/08/98 426 2357 378 2388 OS/20/98 472 2311 429 2337 08/07/98 452 2331 407 2359 332 2375 329 2385 05/13/99 485 2298 439 2327 276 2431 409 09/14/99 404 2379 358 2408 370 2424 08103/01 387 2396 332 2434 08/18/01 428 2355 385 2381 228 2479 250 2464 418 2376 01/20/03 426 2357 376 2390 1 92 2515 247 2467 404 2390 04/28/03 399 2384 354 2412 180 2527 241 2473 372 2422 f ' I ! "' I ! u r~ , r .I: , , ._~ [ , ',~ I" r ~ , ~ .d ~ " w. , I ! .J1 ~ N englfDEP GTlIOry<leanUlg\T""'hy P<e-RAP Thl. \Tl WS and DTW Page 1 of 2 TABLE 1: WELL SPECIFICATIONS and GROUNDWATER ELEVATIONS FacIlity Name Trophy Cleaners Facility 10 No 529501416 WELL NO MW013 MW014 MW015 MW016 MW017 MW018 DIAMETER 075" 075" 2" 1" 1" 1 " WELL DEPTH 14' 14' 186' 292' 276' 138' SCREEN INTERVAL 4-14' 4-14' 36-186' 24 2-29 2' 226-276' 3 8-13 8' TOC ELEVATION 3058 3061 2776 2848 2710 2677 DATE oTW I ELEV OTW I ELEV OTW I ELEV OTW I ELEV OTW I ELEV OTW I ELEV 09/14/99 522 2536 570 2491 I 08/03/01 447 26 11 443 2618 445 2331 08/18/03 539 2519 567 2494 476 2300 01/20/03 525 2533 550 25 11 478 2298 04/28/03 475 2583 483 2578 454 2322 284 2564 351 I 2359 372 2305 ! " I WELL NO MW019 MW020 MW021 MW022 MW023 DIAMETER 1" 1" 1 " 1 " 1" WELL DEPTH 245' 30 l' 250' 246' 179' SCREEN INTERVAl 195-245' 281-301' 20-25' 196-246' 129-179' TOC ELEVATION 2674 2713 2737 2855 2854 DATE OTW I ELEV oTW ELEV OTW I ELEV OTW ELEV OTW I ELEV I 04/28/03 3 70 I 23 04 353 2360 361 I 2376 419 2436 4 18 I 24 36 I J - ! I L. ! t ;! Notes Blank cell = no data ELEV = elevation In feet relative to NA VD88 DTW = depth to water In feet below top of casmg (TOe) I ! , - r' I l.. MW007 was a temporary well abandoned In 1997 MW001 to MW011 were Installed by HSA Engineers & SCientists In 1997 and 1998 [ , r l~ On 8/3/01, standing water covered manhole at MW001 On 09/13/99, a break occurred In the the underground sprinkler system, and hundreds of gallons of water were reportedly lost near MW005, standing water observed In ditch at MW001 On 04/28/03, MW012 was cut down to repair wellhead The site was also surveyed on thiS day by GeoMap, along With the collection of water levels by Shaw Elevation needs confirmation I I... I L I lJ l_~ l~ N 1!In9~Dl;:fJ-GTI\Orycla-.anl.ng\TrQPhy f=!..RAP Tbls. \T1 WS and DTw" Page 2 of 2 ,-, TABLE 2: GROUNDWATER ANALYTICAL SUMMARY OF VOLATILE ORGANIC HYDROCARBONS (VOHs) FacIlity Name' Trophy Cleaners Facility 10 No 529501416 (- t Sample cls-1,2- trans-1,2- Vinyl Chloro- 1,2,4- Total PCE TCE 1,1-DCE Xylenes Tnmethyl OCE OCE Chlonde form VOHs Depth (lJg/l) (lJg/l) (lJg/L) (lJg/l) (lJgIL) (lJgll) (lJg/l) (lJg/l) benzene (lJg/L) location (feet bls) Dale (lJg/L) FOEP Contaminant Target level 3 I 3 70 I 100 , 7 1 57 20 10 I Lab Method Detection Limit 1 I 1 I 1 I 1 1 I 1 I 1 1 I 1 I SHALLOW WELLS OS/20/98 384 225 153 NO ND NO ND ND NO 762 MW001 70 05/13/99 18,400 484 47 ND ND NO NO I 18,931 08/04/01 2,720 435 22 ND ND NO NO NO I ND 3177 01/22/03 605 440 15 ND ND ND NO ND NO 1,060 70 05/13/99 NO I ND NO ND ND ND I ND 0 MW003 08/04/01 3 I NO ND ND ND ND ND I NO ND 3 74 01/22/03 NO I NO ND ND ND ND ND I NO ND 0 OS/21/98 1,910 107 21 ND NO NO ND ND ND 2,038 MW004 70 05/13/99 NO 9 14 NO ND NO ND 23 08/02/01 35 11 23 NO NO I NO 12 ND 2 84 79 I 01/22/03 ND ND 2 NO ND I 3 ND ND NO 5 04/30/97 2 ND ND NO ND ND NO ND NO 2 70 05/21 /98 2 04 5 NO NO ND NO ND ND 7 MWOO5 05/13/99 ND ND NO ND NO ND NO 0 08/02101 NO ND 10 ND NO ND NO NO ND 10 77 01/22/03 NO NO NO ND NO ND ND NO ND 0 05/21/98 1 I 1 1 ND ND ND ND ND ND 3 MW006 70 05/13/99 NO NO ND ND NO NO ND 0 08/02/01 60 2 ND NO ND NO ND ND 2 63 75 01/22/03 ND NO 13 NO ND NO NO ND ND 13 MW007 I 53 05/13/97 200 150 5 NO ND I ND I ND I ND ND 355 75 08/07/98 ND ND 6 NO ND NO ND ND ND 6 05/13/99 5 11 5 ND NO ND NO 21 MW011 80 05/13/99 1 4 2 NO ND ND ND 6 08103/01 NO NO NO NO NO ND ND ND NO 0 75 01/21/03 NO NO NO NO NO ND NO ND NO 0 09/14/99 9 NO NO NO NO ND NO ND NO 9 MW012 80 08/04/01 NO NO ND ND NO ND NO NO ND 0 08/04/01 ND ND ND ND ND ND NO NO ND 0 01/22/03 NO NO ND ND NO NO NO NO I NO 0 80 09/14/99 ND ND ND ND ND ND NO 5 ND 5 MW013 08/03/01 ND ND ND NO ND ND NO NO ND 0 96 01/21/03 ND ND ND NO ND NO NO ND ND 0 80 09/14/99 ND ND NO NO ND NO NO ND ND 0 MW014 08/03/01 ND NO NO NO ND NO NO ND ND 0 98 01/21/03 NO NO NO ND NO NO ND NO ND 0 140 06/21101 NO NO NO ND NO ND ND NO I NO 0 MW015 08/02/01 NO NO NO ND NO ND ND NO NO 0 11 7 01/21/03 ND NO ND ND NO ND ND ND NO 0 MW018 130 04/25/03 ND ND 115 10 NO ND ND I I I 125 MW023 154 04/28/03 ND ND ND NO ND I ND ND I I 0 I ; L I, J l I _ f I L I' L ,- t.., L ! 1 , i.>i , 1 , I L~ I I ~ L N ongIFDEP GTIIO!yd..n'"9\Trophy _RAP To,. In GW VOH. Page 1 of 2 , -, TABLE 2: GROUNDWATER ANALYTICAL SUMMARY OF VOLATILE ORGANIC HYDROCARBONS (VOHs) FacIlity Name Trophy Cleaners FacIlity ID No 529501416 f~\ , Sample cls-1,2- trans-1,2- Vinyl Chloro- 1,2,4- Total PCE TCE 1,1-0CE Xylenes Tnmelhyl DCE OCE Chlonde form VOHs Depth (lJg/L) (lJg/l) (lJg/L) (lJg/L) (lJg/L) (lJg/L) (lJg/l) (lJg/l) benzene (lJg/L) Location (feet bls) Date (lJg/l) FOEP Contaminant Target Level 3 3 I 70 I 100 I 7 I 1 57 I 20 10 Lab Method Detection limit 1 I 1 1 1 1 I 1 I 1 1 I 1 I INTERMEDIATE WELLS 225 04/30/97 8 ND ND NO NO NO 6 ND NO 14 05/21/98 1,050 ND ND ND ND NO ND ND ND 1,050 MW002 230 05/13/99 2,000 9 1 ND ND ND ND 2,010 08/04/01 3,300 32 1 ND NO ND ND ND ND 3,333 225 01/22103 1,710 20 1 ND ND ND ND ND ND 1,732 220 05/13/99 28 29 1 ND ND ND NO 7 MW008 08/03/01 1,950 135 16 NO NO NO ND NO ND 2,101 215 01/22f03 4,540 160 12 NO NO 1 1 ND NO NO 4,713 21 5 01f22/03 4,230 200 15 NO NO 2 NO ND NO 4,448 MW016 I 267 I 04/28/03 NO I ND ND I NO I ND NO NO I I I 0 MW017 I 250 I 04/25{03 NO ND ND I ND I NO ND I NO I I I 0 MW019 I 220 04/25/03 ND ND I NO I ND I ND ND ND I I , 0 MW021 224 04/28/03 ND ND NO NO ND NO NO I 0 04/28/03 ND ND NO ND ND ND ND I 0 MW022 221 04/28/03 ND NO ND ND NO I ND I ND 0 DEEP WELLS 331 I 02113/98 NO ND 2 ND NO ND I ND ND ND 2 " ',02/13/98 ND ND 2 ND ND NO ND NO ND 2 MW009 330 05/1 3199 ND ND NO NO ND NO NO 0 08103/01 ND NO NO ND NO ND ND NO ND 0 325 01/22/03 ND ND NO ND ND ND NO NO ND 0 330 05/13/99 ND ND NO ND ND NO NO 0 MW010 08/03101 ND NO NO ND ND NO ND NO NO 0 360 01/21 {03 NO NO NO NO ND ND ND NO ND 0 MW020 I 29 () I 04{25/03 ND I NO ND NO ND [ ND NO I 0 I > t r ' I ( > f ~ l I ~ [ ~' ! ' L.' Notes NO ::; not detected bls = below land surface IJg/L::; micrograms per liter Shaded dates are duplicate samples Shaded analytical cells In bold are above the GTL CTL = cleanup target level (FAG 62-550 and FAG 62-777) DGE = Olchloroethene TGE = Tnchloroethene PCE = Tetrachloroethene I l., I to j L 1 l"" ! L. I 1 , /J N eng\FDEP GTI\Dryclo:al1ll')Q\Trophy Pre-RAP Tbls ~T2 Gw VOHs Page 2 of 2 '" ~ '% :i\ " g 6" ~ ~ ;; "J. --i a l " ~ ~ " ... ~ ;j '" ". ..... ((l s:: ::z: o <g ..... o ..... ./>. s: ::z: o o w ..... o t>J t>J (]I s:: ::z: o o t>J t>J W o t>J t>J Ot s:: ::z: o ~ ..... o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 a ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 5 a ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ w ~ 0 ~ ~ ~ W Q Q N ~ ~ ~ - a ~ _ ~ ~ 0 ~ ~ ~ ~ ~ ~ ~ 8 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ t>J t>J t>J t>J t>J t>J t>J t>J t>J t>J t>J t>J t>J t>J t>J t>J ./>. ~ (]I W ./>. 0 ((l ((l rn rn (]I W ..... (]I ~ ~ 0 0 rn ~ ./>. rn Ot 0 (]I t>J (]I OJ (]I "'lJ tll to (J) 2, -I>- ./>. ./>. (]I ((l o 01 :;! o rn ~ o (]I , .... W o t>J ..... ~ Ot o 0> W 0 OJ ./>. ./>. o ((l .... ..... .0 ..... ./:.. (]I t>J ((l t>J t>J (]I o t>J 1 1 W o .... ..... o o I~ 1\ o t>J 1\ o ./>. t>J t>J ..... o o ..... o o W .0 (]I OJ <0 (]I W:::~"'" ~ ((l ..... 0 o 0 01 0 ..... ..... 01 01 .j>. t>J W (]I (,J <0 o ..... o OJ o ~ m ~ ~ OJ 0> 0 t>J t>J .j>. .'.... o .j>. OJ 0> 1\ t>J 1\ t>J (,J 01 o W ./>. (JI o 0> 1\ o t>J ./>. ((l o 0> OJ t>J 01 o o (JI 0> o ..... .... ./>. "" t>J (JI (]I 0 OJ ..... ./>. 0 ./>. W o z o OJ 0> o ..... Ol o Ol o .... (,J W ~ ~ t>J 0 (,J W (,J (,J 01 t>J ..... ..... .... ..... o o ./>. ..... ./>. o ./>. &. ..... 0, OJ .... w o (,J 1 1 ./>. o .... w o o o OJ ^ o t>J ^ o ./>. I~ o t>J t>J ./>. ./>. 0> 0 t>J (JI (]I t>J t>J .... 0> ./>. t>J ..... o o ..... .... 0> '"0 '"0 o t>J t>J 00<11 Ol <0 ..... ..... ..... t>J Ol OJ OJ 0> o (,J , .... t>J rn Ol w (]I ./>. (JI 01 ..... <0 o 0 z o t>J ..... o OJ ./>. OJ ..,. o 0> o <0 , .... .... 0> '" o o .... t>J 0> o 0> 1 o ^ o (]I ((l o (,J o o OJ ^ o t>J ^ o .j>. t>J ..,. t>J t>J (JI (JI 01 .... 0> o o ..... o 01 , ..... W 0> .j>. ((l ..... ..... ~I w o ;;0 III III -" 0"_ ~::l" o III iD t>J Ol ./>. .... 93 " =2"0 ~o n ::l 2.-0. m (JI 7>"'0 .s.::!: 30 r,Q 0 1: '3~ .:::;8- >< z.... ....i:: 53- =2""T1 r,Q III 1: ~ ~~ r,Q III 1:::l III 'C~ r,Q III !::J III 3: 'CIII r,Q ;. .e~ III '3~ (C i5r .c;- !~ .eg: 3~ r,Q @ .e;- 3Z fD s: l;- '3.... r,Q ;:0;: ,ez 30 r,Q 0 t:~ 3.... (Q 0 1:fJl '3.... r,Q 0 .co ~"O 3 ::l" Ie 0 r=2 ~'" "'tIO ::l";+ o ::l" ~ 9 (n III 3 " (;" ~l ~l j F 1 1 , I , 1 1 , I --I l ) C\ I , I "T1 III ~ ::+ '< z III 3 lD -I a "C ::r '< o (j) III :I lD ;;; ~ OJ r m w t-I . j . 1 1 J "T1 III ~ ::+ '< c z o Z -f ::::0 Z en - (") "'C > ~ :s: m -f m ::::0 en c ~ > , , 1 , I , J CJ'l N co CJ'l o .... J:>, .... CI) z ~ ~ '% ~ " "l is 'il i1 2 ~ :! o ~ " i ~ .. ... ~ j Z l> W I\J 01 s: :2: o o (0 w W o W I\J W --'" --'" 01 s: :2: o o 00 I\J I\J o s: :2: o o --l 01 --i W 01 s: :2: o o Cl'l --l o --l --l s: :2: o o 01 --l o ~ ~ ~ ~ ~ ~ 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ g @ ~ ~ N 0 - - - ~ N a ~ - ~ - ~ 0 - - ~ w ~ a ~ ~ ~ w ~ ~ $ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ W - (0 (0 (0 00 W -" (0 (0 00 --l W - (0 (0 00 --l W - ID W 00 --l I'>J I'>J 01 00 o I'>J crl crl .I:>- '" o crl '" crl --i .I:>- o I\J , .... W o I'>J crl 01 \J ~ lC ([) N o ..... J::> .I:>- ..... o I\J I'>J I\J I'>J I'>J I'>J I'>J I\J I\J I'>J I'>J I\J 00 01 00 I\J --l --l 01 '" .I:>- 0 .I:>- 00 01 0 W crl 00 01 0 01 --l 0 --l 0 '" '" --l 01 01 0 :;! o --l .1>0 (0 ID --l --l 0 01 0 --l o --l ./> V> crl I'>J o 0 I\J I'>J I'>J .I:>- V> .1>0 00101 V> --l o --l .... --l --l o o I'>J V> 01 (0 I'>J o I'>J .I:>- 00 I\J I'>J --l .I:>- 01 0 I\J V> crl .1>0 I\J V> .1>0 --l o --l --l 01 0 o 0 crl --l --l --l m m --i --l .1>0 m m .I:>- m --l m m m .I:>- m --l m ~ 0 ~ 0 m ~ 0 ~ ~ W 0 m ~ ~ ~ m ~ ~ ~ ~ ~ o "" , -" I'>J m 1. V> 8 a, ~ II~ ^ N ^ I'>J I\J ...... crl ID o 0 I'>J N o --'" o 0 01 01 ^ ^ o 0 I\J N ^ ^ o 0 .I:>- .I:>- N I\J o I\J o .1>0 ~ 01 Ol ...... 0 o <D .... .... .1>0 , -" ~ ~ 0 cD Ol .I:>- <D o .1>0 ~ ^ .... Ol o V> o .... o 01 ^ o N ^ o ./> N N .1>0 01 o z o o 00 o "" o ex. V> , ...... .... <D V> --i <N o o --'" 0 0 o 01 --l w o ~I~I .1>0 W o 1 ~ .... 01 o ...... I'>J o o o Ol ^ o I\J ^ o .I:>- .... "" <N ::- 00 o o ./> ~ --l I'>J 01 <0 o z o crl o "" o Ol ~ w crl cD <0 0, (0 , ..... o 00 I'>J o ~ ~ --'" 01 o N .1>0 o Ol ^ o N ^ o ./> N ./> a ita "'"0 0"..- ~~ a III :; I'>J W (0 -I 83 "0 '2n ~o n ;:s .2,.0. <ii"O S::E: 30 (C 0 t '" "'3<1> .::;8- )C <N .... 01 z-l -II: .sa- '2." l;C .c tt =2~ (C QI t;:s '2m l;C5= t~ 3: '2<1> l;C 5= .c~ 3~ (Q ~ .scr 3~ lQ 3i .ego 3~ lQ ; ~ct 3Z (C ..., t; 3-1 \0 =" !:z 3n l€..o ,C'" 3-1 (l:l '=' E:tIl 3 -I lQ 0 tn -"0 3 ::r (l:l 0 r=o2 -</l "DO ::r:l. o ::r 'f 9 CfJ QI 3 "0 (;" ~'l 1 ;~l I ~ I l 1 J I I I , , ! "T1 III !2 ;:;. '< Z III 3 ([) -l ...., o 'C =- '< (") ii) III j (D ;;; -I )> OJ r- m C,.r.) , I ! . 1 I (.II N ~ (.II CI ....... .J>. ....... (1) Z -I ~ Z en (') "'0 )> ~ s: m -I m :::a en c ~ , 1 , I j , , \ I , I "T1 III !2 ;:;. "< c z o , j " o ~ '% lil " '" -! 5 ~ :- . ~ ~ ':<- ." , l: " ;< j;; oj ~ s: ~ o ..... <l' ..... ::;:: <0 o 00 s: ~ ~ .... 0> o <0 0> s: ~ ~ UJ 0> o s: ~ ~ N 0> o ..... U1 s: ~ ~ ..... 00 o ..... U1 s: ~ o -' o UJ 0> o UJ W o ~ gag ~ ~ g ~ g ~ ~ g g ~ gag ~ ~ ~ ~ 0 ~ 8 ~ ~ ~ ~ 0 ~ d ~ ~ 0 ~ a ~ ~ 0 o ~ a a ~ a ~ ~ o.....~ ~ 0 ~ ~ ~ ~ 0 a ~ ~ ~ w ~ ~ ~ ~ w ~ W ~ W ~ ~ ~ ~ ~ _ m ~ ~ N N -' N N N N N N ~ ~ ~ ~ ~ ~ ~ ~ ~ ..... 0 <0 <0 0 ..... w ..... .... <0 0> U1 0> 0 '" 00 ..... <0 00 01 W ..... t; N g 0-'0 '" 00 o ~ ~ o <0 01 ..... '" ..... -' N N U1 0 o 00 N N m 01 0> m ..... U1 o ..... N U1 N .... N m m ..... ..... Rl 0 o ~ N m N N N W <0 N '-l N N N '" .... m <0 U1 0> m U1 <0 m m '-l U1 U1 0 ..... m U1 U1 U1 '-l m m m .... '-l m m ..... '-l m m U1 ..... '-l o m <0 U1 ..... 0 ..... '-l W <0 -' m .... ..... NO>.... 0> 0 0 o <0 Ql cJ, ~ ..... OJ 0 , -' -' ..... ..... w ~ ~ ~ ~ OJ ^ U1 o 1) III (0 <1l W o ...., .... OJ .... o w Ol o ..... OJ 0> o ^ o tv ^ o .... -' OJ tv N o N 01 '-l .... N l:5 U1 U1 o ^ o N N OJ <0 o ..... <0 o o 01 ^ ..... o ~ ~ Ol o .... o o OJ ^ o N ^ o '" N .... 1. ..... W ~ i2 o 0 o , ..... o o , ..... o tv UJ ..... o o ^ o ~ o N o U1 o ..... '-l o '" ^ o N ..... ..... o N o 00..... <0 <0 0> , ..... o ..... .... o o ~ ~ OJ o W o o o U1 ^ o N ^ o .... ~I ..... <0 o ..... .... U1 Ol tv OJ ..... o o <0 .'... o ..... , ..... <0 ID W ..... .... o 00 UJ o '-l ^ N ^ N ..... o o N o o o OJ ^ o N ~I N N 6 ...., 11I 0 11I 11I ....'0 tT ... .E~ o 01 ;' .... 93 '0 0> 0> o 'Cn en og ~Q. 0'0 .s:r:: 30 lC E;O 3~ .sg- )( W '" ~.... Z I; .... ., SC' "C "T'I u::a III 1= ~ ~; lC ., .e~ III 'C~ u::a III E;;:s III 3: =2 III u::a ;. E;g: III 3~ (Q ~ Ccg ~~ tg: 3 ~ lC 01 .ci 3Z (Q ., tm- 3.... lC ^ E;z 3n lE..o .r:;'" 3.... lC 0 .sCll 3.... (Q 0 .eo ~ '0 3 ~ u:l Q ? 2 ~ '" "IlO ':r;::l. Q ~ ~ 9 Ul 01 3 '0 iD "TI III & ;:;. '< o z o ~'" I I ','1 I j ""I , I "1 ," I i 1 "TI III ~ ;:;. '< Z III 3 (D -l .., o "C ~ '< (') (D ll) ::I (D iil ~ OJ r- m w q I ( J CJ1 N U) CJ1 10 ->. ~ ->. 0'1 Z -I ;:0 - Z CJ) (") "tJ > ;:0 > 3: m -I m ;:0 CJ) C > ~ J I I \ I " ~ , ':l; o m " '" --< 5 -< " ~ j "< 8 ~ " <; ~ 01 ;;: j " " z o ro- (f) ~ 0 Oil ;ol ~ ~ cl 3 o 3 ro II ..., < 1I11n."O~(f)~1I g- n. ~ II "Iii 3 0- 00 co m ~ ~ ~ < Ill~ 2 3l 3 II III g 0 ::l<()~e:a.~iif :;~~~~~~ CX(jj(j)IDw ~;;5 " CD CD ::J \J ro co ([) J>. g, J>. z"t: Z -i O"t: -i 3 OUl-i^OCOOCO II ?l c z 1l ? () ? CT 3 II II II II II II ~lIaJ~{g~o3 :e3~grCD""OID- n.oiil "coOlC Clla5"2'g.iil~iil ro Ul 3 CD III 3 g ~ ~ ~ g ~ g ~ :lCll(j n."O,,([) :l ZC~Ill"" 3;~'o~g.,-a-~ ;::;'(l)aco~iO > ~ g ,z ~ ~ ::J o 3. c N 3 ::J 3 CD $ lC ro ? ..., <D <.D fD <<3 <D <D ro ~ a ::;; C is.. (f) (l) II $: ~ :f o <D o <D "'"-l "'"-l :e III III ::> <II 0. III ro- i2 3 0;, "0 0. o III ro ro ~ ~ ~ (j) ro lC CT (l) III aJ 1l iil o $ aJ 0. 0. CT CT'< ' )> :5 a ~ ::> 1ii II a: I " )> 0 () Q I :e " ::T o ro 5" ~ a :e ~ ~ (j ;;;: -. III 1ii VI a: f!!. :J N ~ ~ 2 3 Cll 3. CD CD -..r s:: s:: s:: s:: s:: s:: s:: s:: ~ ~ ~ ~ ~ ~ ~ ~ R3 R3 S ~ :t ~ ~ ~ W r.J ~ 0 (0 0> "'"-l m --1. l\.}....lo. ii c U1 ~ ~ (0 ~ w N r:r; !.,g .bo~~oooO-....JC"'''''' ~::r o 0 0 0 0 0 0 0 ..,. ..,. ..,. ..,. ..,. ..,. .1>0 ..,. ~ N N rJ ~ M N N ~ a 23 ~ ~ a ~ ~ w {..J W W W (..J W {.,J r.J r.J r.J r.J r.J r.J r.J r.J ..,. U1 '--I '--I 0> '--I '--I U'l o W '--I (0 0 .... m r.J ;j el CJ * ~ ~ el .:j 000 .1>0 0 "'"-l r.J 0 6 o III it -I ~lll !23 "'C =20 ~o o :;:I ~Q. 0) -....l CF') C') m m -..,J 01 U)"'C 0:>..,.--.1(0--.1000'--1 C::E: o .... 0 0 0 N 0 0 ..,. w rn w U'l .... W U1 ~ ~ ~ 0, ~ .& &. ~ ~ IS ;j ::5 ~ <D r;j ~ w 0 r.J 0 W rn r.J 0 o r.J 30 ~o .c _:::0 3 III <0- ~~ ~-I Zc ........ SI:I' ~"!l ;S III - '" .c + ~m ;a~ _Ill r:;:l ~lll ~m ;S so _lll r:;:l ~lll ~i: I '!: III <e.S: .c~ III ~en 3 C Ie ~ -lll r..... ~lll ~en 3 C ~~ !:lll ~Z 3 ;::;. Ie .... _lll r..... ~lll ~Z 3 - Ie ~ ?;::;. _lll 3.... (C A l:Z 30 (C 0 E:~ 3-1 (C 0 ern 3-1 (C 0 .en ~"'C."o 3 :3' :3' ::l. (C 0 0 :;r ? -= ~ 0, -- <Il en III 3 "'C ir "T1 III !2 ;:;. '< c z o ;l I '"'1 1 I t , -1 1 I , , I "T1 III !2 ~ OJ r- m (.oJ 1 l , I ;::;. '< Z III 3 CD -i a "'C :::r '< (") iO III :J CD ... en ,. ! I Z -I :3! z en ('") "'C )> ~ 3: m -I m :::tI en c ~ ! _ I Ul N CD Ul Q ... A ... en z '" ;:> <Q 'ii a m ." (OJ ::! ;5 ~ '" "' " ;; '" ~ ~ 'il ,;; -tW32: 9-Q(O UI III - -- II -0;><;'" O (Ocr ~ II cP ....0.. - (Ow30 gJ:J=-~ ..... -- D 010 W oroiila ~ 3 3 UI crWUlC 0:J-04 :Ja.row -0-0-00 rocP;><;'"ro =-,4=- QQ<8 3 3 iil (D(D3 a. a. ~~ "'1JW o:J" QoW (II~ ,!p Ol 0 get --. ("l Ol :J" ...-:J Q Q.. '< 0 ::.:;~ w , mOl "'1JCJ )>0 s:?l cP 0 5=-< o a. co o m a ~ ." --< '" in '2 en o <;' d n "1J III (0 (b o ..... z o et UI cn.-...j <.nUl G)G) -0 -0 cP cP CD CD :J :J 1jj 1jj :J" :J" ~16 ~~ UI CIl III W :J :J ~~ nn rr ::bo)> -<:< < 3 R ~ UI _..... g~ ::.=: 5= ~a o (jj W :J a. a. CD o W '1il a. ::.=: o o a. co co t'Va ~<O ~<O 0)-" -"w t'V0) -" -"w w.-...j s:: :;'f a t'V t'V o ~ t:5 ~ o w co co s:: :;'f o I\.:l -' s:: s:: ~ :;'f a 0 N -' a <0 0) o I\.:l -..l o N 00 -' .f>. en mOO -"00 Ul I\.:l o ~o N W o ~ -- I\.:l .f>. -- a w o 0 .f>. .f>. t:5 t:5 w w o 25 w w G) -0 III '< UI III :J a. '< o r ~ ~ -$!!. G) ~lEG)G)G) CD f;: f;: iil m CD cP CIl CIl '.:!S.. '.:!S.. CD :J ?"?"ao2 Ul ~~mm~ ?" lllW:J:J, (0 '< '< (0 (0 (Q m ("lo!t!P..m '< --(0\0,< 3:! i:Il -0 -0 o ((;(5CDcP!!2 1il -< '< cP cP '<_ '< _.....,:J:J ~ :5:5 3 3 0 ....., CDCDo~or :5 ~16 ~:::;r:. CD -o-omm-< cO wWa.o.- :5 :5 CIl (/l !!2.. iil CD CD W ll) (0 S Cl..Cl..:J:J:J" cP (I) (I) a. a. = a. )>)> '< '< '< (I) zz003 )> cerra z . )>)>00 c ~~.-<-<"'" :: ~~..;:p ~ !'l!. !t ~ ~<5<5 !tcP:J":J" ~~~ 3 3 a 0 1jj 00 ..... ..... ~ S: o 9- m (jj III :J 0.. Cl.. CD ("l W (5 a. ~ a a 0.. t'V m I\.:l 0) a .f>. I\.:l co t'V -..l co ...... co -' -..l w -' -.j w -' co w ...... co -..l w 0) -' I\.:l t'V -' Ul co o 00 o .-...j COCO WN Ulm ...... ...... m-.J Ul.f>. ...... ...... t'Vt'V ......-f>. Ol-.J t'V I\.:l s:: ~ o ...... 0) r o n III ..... is :::l t'V N - - Ctl C Ctl CD -'0 0"- -::T ~ o .f>. -- t'V t'V -- o w c (II - CD o Ol -0 ^ CT -0 o ~ :J !!2 ~ ~ ::J (D I (0 -0 D:I ::J cP 0. (I) )> Z c 3 o ~ r ;:0- :J" o 0" to '< w w -00 3 III ... -t to ... lC 0 ~g~![ ~:::ln cn~ !2..~ 0.. CD (,II :::l - co .f>. 0) -' <.n .f>. :5:"tl o ro in ~ -ro l: ::I CD - 0) o IC;r:."-1 "'0.:5:0 III a. ::I ..... 3 Ctl 0 ~ ~ c. ... t'V co Ul c ~ ("l ro 0" g ,,~ 0 U1lO1115::::l)( Oml:::Ic.o.. 3 3 0- III "-" ro...~a :e Q. III ~ -- 3 en (I) ll) 3 "C CD "T1 III 52 ::;. '< z (II 3 ro -t ... o '0 ::T '< o CD III :::l Ctl ... III "T1 III !:! ;:0- '< c z o UT N 1D UT o .... .&:;. ...... CD (I) S! o ~ Q. III ::I - C ro 3 w ::I C. :-1 7~ I 'i J I ,-I .1 ~'1 -I o -1-1 )>)> rm Or :::om G)~ )> ZW (")0 (")r )>)> :::CZ OJ)> or z~ DJ - ::J (") Q.)> Or XW cC:: )>s: zs: -I)> c:::C m-< s:o )>11 Z C 1"1 - I ~ 1 f.l ^ , I , J . I l j , I , ) '- , / TABLE 5: MICROPURGING VERSUS DRAWDOWN FaCility Name Trophy Cleaners Facility ID No 529501416 r , WELL NO MW001 MW002 MW003 DIAMETER 2" 2" 2" SCREEN INTERVAL 2-12' 20-25' 2-12' Purge Volume Purge Volume Purge Volume DATE Time DTW Rate Purged Time DTW Rate Purged Time DTW Rate Purged (mUmm) (Liters) (mUmln) (Liters l (mUmm) (Lite rs) 2009 124 280 00 2104 348 250 00 1429 271 250 00 2030 133 280 56 2125 360 250 50 1450 312 250 50 2034 1 33 250 66 2129 361 250 60 1454 316 250 60 01/22/03 2038 1 32 250 76 21 33 361 250 70 1458 320 250 70 2042 132 250 86 2137 361 250 80 1502 316 200 78 2046 132 250 96 2141 361 250 90 1506 315 I 200 86 Total Drawdown 008 013 044 Total Purqed 96 90 I 86 I - I \ WELL NO MWOO4 MWOO5 MWOO6 DIAMETER 2" 2" 2" SCREEN INTERVAL 2-12' 2-12' 2-12' Purge Volume Purge Volume Purge Volume DATE Time DTW Rate Purged Time DTW Rate Purged Time DTW Rate Purged (mUmln) (Liters) {mUmlnl (Liters) (mUmln) (Liters ) 1534 378 250 00 11 29 332 250 00 17 04 308 250 00 1617 396 250 90 1250 346 250 50 17 32 332 250 51 1621 396 250 100 1254 346 250 60 1736 332 250 61 01/22/03 1625 396 250 11 0 1258 346 250 70 1740 331 250 71 1629 396 250 120 1302 346 250 80 17 44 331 250 81 1633 396 250 130 1306 346 250 90 17 48 331 250 91 Total Drawdown 018 014 023 Total PurQed 130 90 91 r ' ; . ( I, L I ' , , l ,~ .J WELL NO MWOO8 MWOO9 MW010 DIAMETER 075" 075" 050" SCREEN INTERVAL 19-24' 30-35' 33-39' Purge VOlume Purge VOlume Purge Volume DATE Time DTW Rate Purged Time DTW Rate Purged Time DTW Rate Purged (mUmlnl (Liters) (mUm1n) (L Iters) (mUmln) (Liters} 1854 424 300 00 1329 370 250 00 1428 1 91 250 00 1925 983 300 90 1350 1748 250 50 1450 NA 250 50 01/21103 1929 970 250 100 1354 1419 200 58 1454 NA 250 60 & 1933 910 200 108 1358 1360 200 66 1458 NA 250 70 01/22/03 1937 855 200 11 6 1402 1340 200 74 1502 NA 250 80 1941 838 200 124 1406 1328 200 82 1506 NA 250 90 I Tolal Drawdown 414 '958 NA Total Puroed 124 82 90 r' , ! 1-'" , . i ' I '.-> , , ,~ .J ..) N eng\FDE:P GTnTro:pl'Jy\Pr&-ftI\1' fbl:s.\ l5 Drawtlown Page 1 of 3 TABLE 5: MICROPURGING VERSUS DRAWDOWN FacIlity Name Trophy Cleaners FacIlity 10 No 529501416 f-' r , WELL NO MW011 MW012 MW013 DIAMETER 050" 075" 075" SCREEN INTERVAL 3-12' 2-12' 4-14' Purge Volume Purge Volume Purge Volume DATE TIme DTW Rate Purged Time DTW Rate Purged Time DTW Rate Purged (mUmln) (Liters) (mUmln) (Uters ) (mUmln) (Liters) 1515 245 250 00 1059 398 240 00 1314 521 260 00 1545 NA 250 50 11 50 411 I 240 48 1335 560 260 52 01/21/03 1549 NA 250 60 11 54 413 280 59 1339 555 210 60 & 1553 NA 250 70 1158 413 280 70 1343 550 210 69 01122/03 1557 NA 250 80 1202 413 280 8 1 1347 549 210 77 1601 NA 250 90 1206 413 280 92 1351 549 210 86 1612 NA 250 120 Total Drawdown NA 015 028 I Total Purqed 120 92 I 86 [" L WELL NO MW014 MW015 DIAMETER 075" 2" Intentionally Blank SCREEN INTERVAL 4-14' 3 6-18 6' Purge Volume Purge Volume DATE Time DTW Rate Purged Time DTW Rate Purged (mUmln) (Liters) (mUmln) (Liters) 1644 554 250 00 1824 470 250 00 17 15 566 250 75 1855 478 250 75 1719 566 250 85 1859 478 250 85 01/21/03 17 23 566 250 95 1903 478 250 95 1737 566 250 105 1907 478 250 105 17 31 566 250 11 5 238 478 250 11 5 I I Total Drawdown 012 008 Total Pureed 11 5 11 5 I f'1 [ ~ f ' , I ) f ! ~ ,I f' l l . l-~ I"", WELL NO MW016 MW017 MW018 DIAMETER 1" 1" 1" SCREEN INTERVAL 24 2-29 2' 22 6-27 6' 38-138' Purge Volume Purge Volume Purge Volume DATE TIme DTW Rate Purged Time DTW Rate Purged Time DTW Rate Purged (mUmm) (LIters ) (mUmln) (Liters) (mUmin) (LIters) 1741 288 250 00 1429 394 250 00 1620 437 250 00 1902 314 250 50 1450 1360 250 50 1630 780 250 23 04f25/03 1906 316 250 60 1454 1370 250 60 1634 911 250 33 & 1910 317 250 70 1458 1369 250 70 1638 1029 250 43 04/28/03 1914 318 250 80 1502 1366 250 80 1642 11 41 250 53 1918 318 250 90 1506 1365 250 90 1646 1202 250 63 Total Drawdown 030 971 C765 Total Purqed 90 90 63 ! ' L L L I" ~ U I ' U l~ N e-n\i1fOEP GrnTropl'1:fJ=1re.RAP Ibls~ T5 DrawdOWn Page 2 of 3 ( - TABLE 5: MICROPURGING VERSUS DRAWDOWN Facility Name Trophy Cleaners FacIlity 10 No 529501416 WELL NO MW019 MW020 MW021 DIAMETER 1" 1" 1" SCREEN INTERVAL 195-245' 281-30 l' 20-25' Purge Volume Purge Volume Purge Volume DATE TIme DTW Rate Purged Time DTW Rate Purged Time DTW Rate Purged (mUm!n) (Liters) (mUmln) ( Liters) (mLlmm) (Liters ) 1604 416 250 00 1327 387 250 00 1549 355 400 00 1625 987 250 50 1348 876 250 50 1605 655 400 60 04/25/03 1629 1013 250 60 1352 877 250 60 1609 560 250 70 & 1633 1019 250 70 1356 879 250 70 1613 556 250 80 04/28103 1637 1018 250 80 1400 880 250 80 1617 557 250 90 1641 1017 250 90 1404 880 250 90 1621 556 250 100 Total Drawdown 601 f493 2'01 Total PurQed 90 90 I 100 , I j l" WELL NO MW022 MW023 DIAMETER 1" 1" Intentionally Blank SCREEN INTERVAL 196-246' 129-17 9' Purge Volume Purge Volume DATE TIme DTW Rate Purged Time DTW Rate Purged (mUmm) (liters) (mUmm) (liters) 1714 338 150 00 1726 423 250 00 17 23 11 85 150 1 2 1751 436 250 60 1726 1391 100 1 5 1801 436 250 70 04/28/03 17 29 1573 100 1 9 1805 436 250 80 17 32 17 70 100 23 1809 436 250 90 17 36 1925 100 27 1813 436 250 100 I I Total Drawdown -1587 013 Total Purqed 27 100 i . Notes mUmln = milliliters per minute DTW = depth 10 water In feet below lop of casing 1 l.J f L Total Drawdown In feet, highlighted drawdown exceeds EPA's recommended value of 0 3-foot NA = DTW not applicable for 0 50-Inch diameter wells MW01 0 and MW011, water level tape Will not fit In well along with sample tubing L On next sampling VISit, assuming non-eqUllibnum flow, purge 3 well volumes from MW018 and MW022 pnor to sampling , ' I", Ie L I I t.... I I l... N II!Ing'FDE;p Gnnmpl'l)'\Pre RAP TblS'1 '5 OrawdQwn Page 3 of 3 J ~l ' , z 0 ro UJ "'"1 0 , I c . I ...., (") ttI ::'E ~1 ~ ~ ~ allsqaM SJasleJddv illJadoJd illuno] sellauld Ul5uo 0 0 ~1 OJ " OJ , :J a. ~ ~ 1 0 a. 0 ::'E :J (Q ...., -1 OJ a. m '; j ;:;. ::'E ~ ~ ! (jj r- . ~ 0 . J ~ n 0 -I :t> ~ I ...... :0 r- -.J :t> ~ J Qj 0 :::l " m a. :J: ::c !! ~ -< )> G') ~ ) ~ 0 (") r- C ...... r- " ;:u !-9 m ::I: m III )> 0 ""'" ...., z ; CIl -I = m 0 c ::0 ~ J :!:!. G') iil CJ'J ~ ro 1 a. " ,\ III ::I: ~ I' w ::'E I ~ \ ijf LJ or r.a , , s. j :f ~ l CIl :J co ...., 3 CIl a. W ro (Q (3 , , c ~ :J a. ::: (")--fUl Qj cmc ro ,;:lJ;:lJ ..., <);J~ ~, N men 0 ;:lJzm :::l --fo ([) "TI "TI o(f) III 0 ~5: ro :E a.~ :E ;::;. ~ro (b:J _ro :J III ro :J _ a. (Jl III :s ~ mO ~ :E roo. o.ro (Jl'O c (} giii C (Jl ii}~ (') III ro (') :;::!>ro 00. :E Q) < - _ :J III m !e.~ o _ 30 (Jl :E ro :J :E (') ~ !;. 0.< ..., ro III ::l. 5 :E III ~ (Q (} ro ~ 0. Ui (') ~ III ..., (Q ro (Jl 5 o o a: ..., III 3 '0 III OJ III '< z o B1IsqaM SJasl8JddV ^IJBdOJd ^lUn08 S811aUld uI6uQ m (Jl n " I F"'l I ~ J ~~l " l j f1 1 ' n ~ j ~l ~-l " ~ t ! :::0 fj m , Cl : I 0 ...-'"l-lZ ~ I :::0)> Or- ")>"TI ::I:m- -<:::oCl rj 0)>'= r-r-:::O m m )>"N J z::I: mO :::0-1 wO Cl . en ~I> gI II .. ~ f 3 g .... .!!- S" l" o ~ o (I) (") > J;; 01 o M fT1 -l OJ C ::0 " l'Tl ::0 ;J;; Z " I 1 tv VI o \ -3:: 1 ~~~ 10..... -SU'I I I J J J' I (") J;; > :::0 ~ ~ ::0 fT1 > (I) -l (/) SiJ 'ij 3:: > F m Z --,<" ---._r l>;oo ro;;o rz- l>3:0 Iml> l>zo cn-lm U)l>"'tI mrl> m ;0 . "'tI--' ";;0---' ro3: O-lm ;;omZ -(")-1 0-10 l>_" o Z " " 1 I I I I 1 ~ \ d \ ~ \ ~ ~ ~ (J1 ~ 0 ~-I- i! r;f ::0 ~ I ~ I t I J I I I I I "U ::0 ~ > ::0 fT1 o "TJ o ::0 N G') ..... ::::0 g 0 0:t> L C h1Gl-ll>(")Z :t>c;oz 0 ;orocO~U) ::e:"" l>Zl>:r: )> -l :::1:-< -I -lO ~Orrll> m n C r .;0 j;' h; N ::::0 ;;0 r .,,-<:t>? mO rroZ 3:r~ OomNl>m ~C"'O"'tl< or(.l)o l> :t>~ VI -I li; 0 o Z r-="" k,.,.... \- ~ I I -3:: !f!:E '0 0...... .e~ J I J:: ~ ~ NJ:: o ~~ ell Ndi mO ........... 3:: ~ o 10 I f , " G') C ::::0 m C,;.I I\) :/to. tn o I r ~ -I: N~ :t'-d u:lo .:::!.loI I \ , \ .. ~ ~ o Of \ I I -3:: fj::E :..0 ~:;: ~ ~ o o \ i:: _ ~~ ""3:: ~ ..... .,. :E OJ, o 010 0 .:::!.~ 0 "U"U >> ~~ o 1 \c::] ~ - NI: ~ U'I~ loI..... ~loI -3:: ~:E (7)0 ...0 ......0) ~ NUt.!BERG 812273-812 ~ ~ o o \ ~- /fj\ , , , , , , // , 1 /, '/ (") , , C 1 , ~ ' 1 ::0 /, -l .... ........ ....' " " ....' ,.... " 00 ::oUi >0 lIl"U (/)I 0:::0 (I)> Co (1):::0 Z"U :EG) 01T1 >I'TI >:::0 ::J~_ g;d >0 z""U ITlI :::0-< (/) ""U ): z ~ :::0 COMPUTERS TO GO PATTAYA lHAI RESTAURANT SOCCER SUPPLY t - 1'0 N CJ'1 ~ CJ'1 N I ~ " ::0 o C Z o ~ ~ ::0 ~ o :E o :ii l'Tl (") ::::I o Z " ::0 o C z o ~ ~ ::0 I'TI J;; < > :::I o Z g ~ Z fT1 d -l c::: Z ::0 > S CD CD ...... ~ ~~ o OI'Tl C -l"U is 031: ::e loIO > u:l:?; ~ ."C't lIlO r:::O ~ ~il1 ~ F :::I o Z J:: ~ o u:l Ii) r o (") > :::I o Z -- .....z u:l~ -lAJ OJ:: ~1"'1 U'I~ .)>. lIl~ Vi 3:: ......0 Z ~ (I)" ::e;o ,..> J;;~ "'tI1'TI~ >I:"'D ::o"'D> ",r< _01"'1 z,;!jo \~ J:: ~ o N () 3:: ~ o ~..... il1 F :~ ~ 00 ~ ......::e CDJ:: C1to z OJ=l ro ~::o Z " :E I'TI F r o (") > :::I o Z 5 ~ o z r-~ -- ~ ~ ~- , 1;-_ -"-~ ...~...., '- It (Xl 0 ~ /fj\ M ~ " -I 'I " ~ " I II ~ 0 'I 0 I 00 I, 8 \ (") I, ----r c I, r 0 ;;;; 'I lD 00 N'I:: I :::u 'I C \ ~~~ -I :;0 '" -....l... ITl 8"" \ :;0 , ^ " " z " " " " ,.... .... ~ ~ 00 ~ ::u- )>.00 lD""'O 0 oo~ 0:;0 d 0 00> Co -f\,)-- tI) 00;0 Z""'O (.N ~ \ ::eG) OITl >ITI )>;0 0 f;;d ~::<! o-;;:;-~ I "-':E g\ -;::;~ hi ",0 0l:E ",'" ~tg l _01 F;;\ ~ ~ _01 A:l \ 0 0 ld );! ~ (f) ~ tI) () () ~ ';;;J3: c: f;;;tI OOG) f;; ;;u 0 ""~ OJ D :e;o ~ 00 ~ >0 )>> > ....0 %""'0 f;;~ ;c t:) ,e... -< 1TI:::t: ~ ~ ~-< 0) ~ rrj -9. 0 ::tI (D ", )> tI) -I Ul N ~ ~ '6 1 ""'0""'0 0 COMPUTERS ~> 0 ""'O~~ iC: I ""'0 TO GO )> ~ ~;;;; ~ F %0 I ~ G) rrj >~'U ~ PATTAYA THAI ::tI""'O)>- ~ :;0 ~5;;;; \ RESTAURANT t5~a (D g \ \ ~ SOCCER SUPPLY .!l: .0 ()~ 0 '" ... o ~ ~ > f;; 812273 816 ~~ (J) fe> lI) ~ o lIE !;' So g 3 g - .Q. ::i" fI m Z -i<" 'J>-r rAJO rO:;O J>ZO ::J:::IJ> J>~o en-lm enJ>\l mrJ> JTI :::u "ij-l ro::I O-im :;OmZ 0,,-1 J>-iO 0:"'Tl Z N G1 -..j ;0 ;g 0 p> c ~~;ti~8~ ~~~ :::Cz::Een > -I ~ ;= -i ~ :I:]> nlonNOm ;ulDr (DC;;orr . > m - ::tI "'T1-<>N mO rlDz03:r::E Oomol>m =!1 c ;u 'd \l < or (II ,.,. >m l> < -l ?ii 0: c Z 'tJ :;0 ITI 'U )>- ::;u ITI o (3 ;;0 "'Tl G) C :::c m ~ t I N ';;;J VI 01 o ~ o ...... I ~ ~ o 10 (8 G) ::tI o C % o ~ ;;:l ;0 5 ::e a ;ij ITI () :::l o % G) ::;u o C % C ~ ;;:l ::tl ITI f;; ~ :::l o z () ....... o ~ % ,." d -I C % :;0 )>- S 00 (Xl ...... ~ N~ o (Xl1TI C -1""'0 ~ o~ ::E,.. "-' 0 (0% ;;:l -:::j .... lDO ..., r::U ~ 3~ ~ F ::1 o % ........- ...z lO~ -1:;0 O~ "-'~ 0- -> m~ (;;~ ......0 ~ d :;0 r o () ~ o % 3: ~ o '" () ~ ~ o (f).... ~ F :~ ~ 00 ~ ...:e (Xl;!:: O!.o Z tD=l ro ~:::u Z G) :E ~ 5 ~ o % r o o )>- :::I o % (XI 0 ~ /f7\ r'1 ~ " .... " " ~ " I, ~ 0 I, 10 Vl " ~ \ () " C " r 0 ~ I, 10 al (I) 31:: ;;U 'I c: \ ~(i) -I ;;U " r'1 .,. ;;u .... " .......... .......... Z .......... " .......... .......... \ .....' " \ 31:: 31:: ~ ~ \ ~ ~(i) ,,10 \~3I:: U ~ ::otii \ >() al-o 0 (I) I O;;u d \ ~ 10 (I)> Co Ul (1)::0 Z"tI ~ \ :IE" 10,." >('Tl >::0 -< Md ~~ to 31:: N3I:: 31:: __1 31:: 0 ~ P'~ ~ ~ c: M 8 (i)l>!a; ti) 0 ;:nti) ~ 0) ....... e: t<.)3I:: 3I::~ t;:~ 10 ~ 0 0 :IE ,e-...l ~ ~ ;;u 0 t<.) tTj g~ 0 31:: Ul(;) ::0 ~ >0 :IE::O ~ Z"tI >> 9 fTl:I: M~ 0 ::0-< 0) Ul .s. ,.,.~ b- -=-- t ......-- lL ...t-..-_......... APPROVED BY o .,. o Ul () ~ NUt.4BER 812273 817 ~- 31:: ~~ o u ~ '0 "tI"tI o $;> ~8 " ~ "tI > Z rTj ::0 ....... -N3I:: (.of~f) -...I", ~.... \ \ \ \ \ tv VI. '0 o \ \ \ \ tv ~ '0 o (J) ~I> en ;T o :( ITI ::I ~ o ::I 3 II ::I ... ~ m z -I<""Tl _r :t>;:uo ro;:u rz- :t>:J;o J:m:t> J>zo <n-tm <nJ>"'U mr:t> .m ;:u ""Tl""tl-t r::tl3: oOm ;:u-tz _m-t o~o :t>_-" o Z 5' n N Gl ..... ;:u g 0 ('lJ>. C r:;;l;l--ll>nZ- J>.c;u"'Uooz ;uro .....z:E--t :::E,,"'tI...... m :t:>....::I:-<r-tl> ....0 o-t;:U m oN m3: ;ulDr coC;:um -J>.m-;:U 0 ,,-<J>.N m- rlDZo3:rl> oomoJ>m-l ~cOl(A-o<m or l> >~ -t ~ 0 o Z "'tI :tI ITI "tI > ::;0 ITI 10 d ::;0 ""Tl Gl C ;:u m (J'I COt.4PUTERS TO GO PATTAYA THAI RESTAURANT SOCCER SUPPLY t I N N f" (.of o :..... o Ol I'-J (;) ::;0 o c Z '" ~ rrl ::;0 ~ o :IE 10 :ii ITI () d o Z G') ::;0 o C Z 10 ~ rrl ::;0 ITI M < > :::l o Z g ~ Z ITI d .... c Z ;;U > t5 CD CD '-J ~ N~ o 0l1Tl C --l"tl ~ 031:: :IE> uO (OZ rrl .::j .... mO ...... r::;O ~ ~ifi ~ F :::l o Z 31:: ~ o (0 Ii) r o () > :::l o Z .......- ....z (Orrl ....::;0 031:: utl 0- .> mrrl r Ul31:: '-JO Z a ;;u "tI tTl~ >3I::"tI ::;o"'tl> ""r< -OM Z~", \~ 31:: ~ o N t) 31:: ~ o ~.... ifi F -W I ;~ . OJ 31:: O!.o mZ ra ~;;u Z " :IE ITI F 5 () )>- d o Z 5 () ~ o Z D:I 0 /fj\ PI /, 1"1 ) 'I ~ " " " ) 0 " 0 II) " \ (") '/ C " r 0 r;;; I, 0 I, OJ (/) ........31:: ;;0 C \ ~~~ ~ ;;0 " -~ 1"1 , ;;0 " ^ " " z " " " " .... ........31:: ~ ~ ~~~ "9 -<A ~ ;;0 VI l;; >n OJ-o 0 VII 0:;0 0 VI> Co d II) VI;;o Z""D \ ~" 01"1 ~ >fT1 >:;0 "< Me! ~:;! ........:t: lJ:l 31:: ........31:: _1 z~ ~ ~8~ 00 -...... CJ1 ~ ~ :t:~ e: /c,. ~ ~ ~ ~ N / ~;tI 0 ;;j/ VI" n / D =e:;o M ~ >0 >> / Z""D M~ > /~ 1"1 I :;0 ~-< ~ / 0) \._- ttl ( ..9. ;;0 -- 1"1 -- - > VI ~ ........:t: VI ~Z~ il 20 ""D""D COMPUTERS ""D1"1~ =0 L.l :t> ""D TO GO 31:: ~r;;; ): > ~o Z >:t:""D F ttl ;;o""D> 31:: :;0 PATTAYA THAI ^rr;;; _0 ~ RESTAURANT z~o ...... ~ \rn 10 ~........3I:: SOCCER SUPPLY z~ 31:: 0...... ()~ -011 ~ ~ --- b -- ... -"'l4.....-~ L '" o ~ ~ > M G NUMBER 812273-818 C$- z o - VI en o 0 o CJ1 - en ~I> gl o :( ,..., ;I f 3 ,g ~ ;r n :z: o ~ o ('Tl ttl n ttl o u; o n o z n rrI z il > ::l o ........ z C lD (") ........ o r Z - d c :;0 ""D n rrI ~ N~ TTl 0IIrr1 (") ~""D o 031:: Z <Ao n lDZ fT1 .~ Z OJO il r;;O ~ ~~ ~ F m Z -1<"" )>_r r;;oo rO;;o )>Zo :J:~)> m )>zo (/)-Im (/))>""D mrJ> f11 ;;0 .,,;g-l ro~ O-lm ;omZ - -l o~o J>_.." o Z ~ L >0 J> o Z p:t> C "'U mG'l-lJ>G)n ~F~;;o;;om ~...,,"'tI-<O_ :t>-l~:t>2Z ;T1onzoVl :;olDrO:;:E:J: :,,:e:~)>J>)> rlDz;g-l~ ~o~-mo CiFVlr;o:;:E J:>m N <: 0 J:> 0 ~ (.H ""D ::tI TTl ""D > ::tI rrI o b ::tI .." G) c: ;;0 m 0- ........ c <0 ~ - 31:: ~ o co (8 r o (") )>- ::;;I o Z -- ......:z: 1Orr! --1;;0 031:: fl1 <AO 0- -> mFTl In 31:: -0 Z ~ ;;0 31:: ~ o N () 31:: ~ o ~.... ~ F :~ ~ 00 ~ ....~ CD 31:: "!.o OJZ r=l VIa _;;0 Z G'l ~ rrI r r 5 ~ o :z: r o (") > ::l o Z r-- --~- J " o c!i In o > f;; OJ 0 ~ f'l -I ~ ~ 0 0 [D In .......3:: c \ ~~~ ::0 ~ ........-" ~ ::0 ^ Z Q .......31: z~ti) ~ 00 ,-,,-" t.ol d .......31: ~ z~ 00 -( ! '-"~ .......3:: to 3:: I: .......31: 31: z~ ~ z:::e~ ~ ~~ ~ 00 ,-,,-" .89 f',) '-"o~-" 01 01 Ol ~ ~ f',) f',) ~ D 0 I:~ 0 'in: ........31:: 0 ~ ~ 31:: o;~ ~ ::0 f',) t;j In 0 ~ '-"9 c 0 ~ 0 III 0 f;j Ol ~ > -~- -"'" ::0 ........ t::J -< ~ ,/ <h I 31: rrl ./ .e ~ ::0 I 0 lD f'l / I ~ / .......1: 1 ~z~ / .80 "'tI"tI {=O ~ >> ." I ~ ~i!i; ): / Zo Z (j) rrl I I: f ::0 ~ 1 .... /C:l ~ co \ 1.......1: / -"~ / -"0 31: \ 01..... t)~ '-"OJ / , I / ~ ........ ./ I: -=-:::e 16:. t.ol 0 \SI '-"0 en o f;;;;d >0 Z"lJ l'T1::I: ::0-< In CJ') ~C> !9 a :IE I'T1 :;:I S- o :;:I 3 g ... !! 3" n m Z -1<""11 )>_r r;;CO rO;;c )>Ze; ::I:::Il> l>~o cn-lm cn)>"lJ mr)> .rn ;;C ""11~-I ro::I O-im ;;cmZ - -I O~o )>--n o Z t:: L n ..0 )> n~ Z en r C ..!... mG'l-l)>Cil"N ~F~;;C;;C 1 ::E""'tI-<OO :t>-l:I:>cn -lo-<zzm mllJnoO- _;O:t>~)>::EZ ,,-<:t>""tI)>en :;lIJ~;;C-lI ;;IJo;u-m)> c;FtIlr;;Cr }:om N r < 0 0 }:o 0 <: ~ (Jl <; "lJ ::0 ,." "lJ > ::0 l'T1 o Cl ;;0 ""11 Cil C ;;C m -.j \ J ~ ~ o o \ COMPUTERS TO GO PATTAYA THAI RESTAURANT SOCCER SUPPLY Z o I -.j o I Z '20 o ocln -I i:>.!.. ~ -rr ~ 000 rrl ~ ~ o In o o o Z o l'T1 Z ~ > :::l o ........ Z r:: o 1.0 ~ C d c :;u NUMBER 812273 819 ....... ()1 - o .......0 In f',)f'l I 0If'l -1""0 03:: (HO <oZ ~=i mO o {j)::O ~ -~ ~ F Z ;d > :::l o z ~ ~ o o \ 3:: ~ o to ~ 5 o > :::l o Z .......- .....z lDr;j -1:::1] 03:: Ul~ 0- ~> mrrl [;;31: -0 ~ d ::0 ($- /f7\ II II " II II I, II o II ? II i!i; II ::0 II -I , " " " " " ,'" .... (;)0 ::000 >0 CO""O lnI 0::0 In> Co In::o Z""O :::eQ 0l'T1 >f'l >::0 ::r (J)Q :::e:;o >> f;;~ ""Om~ >31:"0 ::o"tl> 2Sbi!i; zr;!lo ~~ i: ~ o f',) () 3: ~ o ~-" ~ F ~~ ~ ;~ . 9331: Ol~o Z m=l ~~ Z Q :::e f'l F r o (") > :::l o Z 5 ~ o z ~- if.,.!' \ _ ff:JNx........_.. ~, CD o ~ l'TI -i ", o t (/) o ,.. f;j or=_~"'" ,~ b r-- -~ j:;..... .......... ) o o \ ) 0 0 CD (/) :i:: C \ ~(j) ;U (;) ITI .fIo ;;0 ;>;; Z " :i:: ~ Ul ~......:it: ~Z~ 0.... J: ........"-1 ~ "" o o f;j > ;;0 =e > M :;tJ ~ / !!l/ ; /=fJ \ ~ ~- ......:it: ~~ ........iD~ J: ~ CD en ~I> g1 o ~ ~ :So ... g 3 ~ - !!- S- f' .-* ..,. i/ 'I '--- - m z -1<" -r J>:;oo ro:;o rz- .t>3:0 Iml> l>zo CIl-lm CIll>""tI mrl> m :;0 . ""tI-' ":;0-' ro:I O-lm ;:umz -n-l 0-10 l>_" o z ~ d ~ --( to o ~ ~ eg J: ~~ -" C"l ~:il >0 z-o ITII ;;0-< (/) ~ 2'j o o \ 812273-820 ~- o C r- fii ;;0 -i /'j{\ " " " " " I I I I I I I, I I I I , " " " " " ,'" .... ~5i >0 CD""O (/)I 0;;0 (/))>0 Co (/)::tI Z-o =eG> Ol'Tl ,..1'T1 >;;0 ::r UlG1 =e;;:o )>0)>- F;;~ ""0 COMPUTERS ""OITI~ ,..""0 "'0 ;;0)>- TO GO !Sfii );: Zo z (;) rTl )>oJ:""O PATTAYA THAI ;;0"'0,.. ;;0 ",r-r:; RESTAURANT _0 zpto g SOCCER SUPPLY \~ ......J: ~~() ........~ z o -=- Vi' :..., o ... o 0 r ........ "'tI :;tJ l'TI "'0 ,.. ;;0 l'TI '0 "'T1 o ;u ~ L >0 l> ""tI n,g Z n rem m"'.....l>Gl ~F~;u:;OZ ::E"ll-u-<O ~d~~~~ !:iJlDjJOOm . )>ml>::E;u "ll-<>""tIl>::t rlDZ;;o-fm gog:)-mo iSFU)r;u- )>m I'\) l> < 0 -f )> 0 m ~ VI z o -i o ITI rTl (") rTl o U5 o (") o z (") ITI Z ;tl ,.. :::f o ,..... z C 10 g ~ Z ........ d C :;tJ ""tI (') ITI "'11 G) c: ;:u m 0;1 ...... C lD :s ~ r::J~ ITI 0I1T1 (") ....."'0 o oJ: Z (..10 (") fDZ ITI -=:j Z mO ;tl r-;U ~ ~~ ~ r: :i:: ~ o fD ~ r- o (') )> =:l o Z ,......- -z fDrTl -1;;0 OJ: (..l1Tl 02 k)>o llIrTl r- V1J: -0 z a ;U 3:: ~ o "" f) J: ~ o @... ~ r: :~ ~ 00 ~ ......~ FD:i:: "!.O Z Ga _:;tJ z " =e ITI r- r- 5 ~ o z r- o (') )>0 =:l o z r---'~ ,. --...... , rV'"<'"~~....-... , Q ~.- J;j co 0 /f7\ rR I'Tl ~ 'I -I 'I " ~ I I " ~ 0 " 0 U) 'I \ () " ~ c 'I r 0 ~ I, 0 III U) 3: ::u " c \ ~~ -I ::u G) ... I'Tl ~ ::u , " ^ ,,,,, z ....' " G) ,,,,, " .... :c:: ~ ~ ~~ c;')O 1.>1 ~ ::uti) >0 Ill\) 0 U):t: O::u d 0 U)> co ro U) U)::u Z"tI \ =eG) 01'Tl OJ >1'Tl >::u ::t. ~~ -( 3: :!:: Md :!:: ll) ~ ~ --1 ~ ~ :!:: 0 =e ... ()I en ~8 ()I :!::~ ~ en ~ ~~ ~ ~ :!:: );! ~ r;:J U) g;tj N C (f)(;) () 0 ::u OJ D :::e;;o [;; >0 ~ ~ z-c >> > 1'Tl:t J;j~ ::u t:J -< ::u-<: ~ 0) U) r;j .e. ::u I'Tl > (,I) -I (,I) ;tj -C-c 'ti COMPUTERS "tI1'Tl~ ?c> "'U TO GO :!:: a~ > > F Zo Z G) r;t >:!::-c PATTAYA THAI ::u"tl> ::u ;::o;;:r;;; RESTAURANT _0 zr:;o g SOCCER SUPPLY \~ ro :!:: ;r:: ;r:: ~ ~ ~ 0 0 lD N 0 Ii) (> ~.... ........0 ........- ........(,1) ~ NI'Tl ...z :~ COI'Tl wiT! -I-c -t::U C/) o:c:: 03: 00 m n 1.>10 ",,1'Tl ...:::E ie> z :;c w~ 02 co:!:: -i<" N 0 "-I ">- .... en lIlM 0l.0 l>-r '" III 0 :;CO 0 en r::U r cnZ ro:;c 01>- I U) U);J:: r~ rz- h;G)-r~ ......~ """0 l>3:o "tI I>-C;:O n 2:: ~~ gl rml> ::u F I'Tl ;:0 r 0 -i " 2i z 0 l>zo "tI :E"T)"'lI c;') .; en-im > >-I~ 0 Gl r ;;0 !;' {/)1>"'U ::tl -10 Z C 0 ~ mr1> f'T1 m(Dn :;c 0 ~ I'Tl :So _m ::u 0 _;:0 I>- h; r m > F ., .,,;g-i ""T1 -- 0 :::l r:: 0 ::J .." r tIl Z n ..0 0 3 ro3: 0 oom1> Z r r 0 ~ O-im ;;0 <!1c;:O-i 0 ~ or(fl _ .... :;Cmz :tom 0 (") ~ - -i P o~o j;: z ::l 0 5" 1>_" ;:0 3: 0 z n 0 0 Z Z 1> ""U D 8] ~D III I I CUl >Ul UlUl Ul I ~> Zj= >> S " O~ O~ ZZ 00 r;;o n -< 0> ~n Ul ri2iT1 -<~ (") > >: Z [riO :< 0 -< II d n > > ): Z II Z 0 ~ ~ 0 I -i~ Ul I -4 -< (") > s: Z I Ul 1:1 I r= ;;<t I -4 -> II f;;la I II 'I~ Ul g Hftt- 0 I I C I I I rUl ~ -Ul zej ~Ul g~ Zo On iT! \OF 3~ z;;o >~ ';?o -l"1 ;;0 <c.r- ~~ ::l" , <cx ';>0 Oc ~ a Z::u \O::u ~i 1""1 [D, > G') f;; Z > to -4 Z "T'\ 1:1 n ::u 0 1""1 (") ~ :::tI ~ > > (") z ::u ::u 0 OJ 0 0 0 "T'\ Ul Z Ul I Ul l"1 n ::l 0 Z -- , It, r-~-' L , I.. '" 0 0 I r;; 0 ::tI ;u N =l 0 n Z (]I > f\J ~ r 0 Ul r- (") Ul > n f;; > f;; 0 ~ PI ~ 1""1 1""1 -4 -l (.H o I ~--.............. FEET BELOW LAND SURFACE f\J (]I I N o I ..... (]I I o I (]I I 812273-821 o I ~ )>m (I) -I '1'1 IIII . I 11,1 II1I IIII ,J II IIJ I 11,1 Jill III III III III III 1.1 1,1 ',I III III III III III III III III ;u OUl Ei~ 0liT! o ~ o l"1 :e > ~ SUBWAY SIDEWALK -il >"T'\ :;U:;u l"10 >z "......-4 >" Ul> ":;u I"" >- rZ .00 en G'J m m -i! ~I> z N 0 -;<"Tl ..... r _r .0 :t>o;uo 0 0 ro;u n1> G'J rz- f;;Gl-l ("') )>3:0 " 1>C;;O tn Im)> ;;u ;;ora ("') "Tl ~ )>zo 1""1 ;f""T1"1J ;U Q " 1>-4:I: :t U>-lm > -40-< 0 G'J !i U>:t>o""tl ;;u mwn U> c: mr)> lj U> ;U So .rn ;U .;;0 1> ~ , m a "Tlil-l ""-<1> U> I I I I m .." rwZ m 0 ;;J ro3: 0 Oom ("') J>J> 3 O-lm :;u ;;Oc;;O -l g c;rUl (.H N N .... (]I 0 -(I) ;UmZ 0 0 (]I 0 (]I 0 -I ... -()-l }>m 9- < Z 0-10 1> 5" )>-"Tl ;;0 )> FEET BELOW LAND SURF ACE 0 (l 0 I Z :t:: ~__~ ...~ 1If_^ ... 1> ~ o 0 5~ (")I'TI J: ~:!I 0 :;u 0(;) N ZC 0 :;u Z I'TI p."J );! CO 0 r ..., Ul 0 (") :;u > (") f;i ::::c 0 Ul ~ Ul I Ul P1 I'TI (") I'TI :::I -l 0 Z ~ :::I (") (11 'f!:. Ul (") > f;i ..... o m -l D [ill ~D I' I I I CUl >Ul UlUl Ul ~ :r> Zj= ~~ S oc! O::;! 00 r::O (")(") -< Ul 0> >> Qr;:j (") > > Z [;}O -<;< C -< -l (") > 0 > > z it! z 0 r;!i 0 , , Ul -l -< (") > ' , Ul > Z j= r;!i 0 -l -0 -I'TI :;u lQr g~ );! lQ;!S. ';;>0 0 lQ::O it!~ IJJ > (;) f;i Z > -l Z F~ 0 0 I'TI :;u i:: (") ;; > > Z :;u r 0 IJJ ~ ~ (J) m il> z ......<" _r 1>::00 rO::O rz- :t>3:C "U gl J:m:t> :;u I'TI Q 1>ZO "U . cn......m > ~ (/):t>"'tl :;u mr:t> I'TI ~ _m AJ 0 a ,,~-l d ::I ro::t 3 g o......rn :;u AJrnZ .. -("J-l ~ 0-10 5" l>_" p 0 Z G) m N 0 ..... r ;g 0 OJ> G) r;:; G'l --l n J>C;tl ::tI r 0 ("J ::E'" ~ ::0 1> --l -< 0 --l 0 en !:tJlDPen . J> m . 01-<1> en rtoZ m 00 m ("J ::tI c:::O -l orV> - J> m 0 ~ Z :::0 llJ C , llJ ~.......- ,.. DRAWN I SO..F I BY , BY I 6-10-0;:1 I APPROVED BY I INUl.4BER 812273 822 FEET BELOW LAND SURFACE ~ 01 I I ~ o I I I I I p."J 01 I I I p..) ..... o 01 I I I I I I I I I I ..... o I I I I I ()1 I I I I I I I I ~~ ' . ... ,''\.. '\',~" ,~.,,:,:. " ':'; I ; I ; , ; I : I ; , ,,\ ~ ; I : I ; f ; " ' ~... '''I " ""~" ',' "," I I I I I I I 'I I I , "'\...,, \'" "\ ' ,,\ ' ; .'.....,. , . I , I , I . ' I I , I . I ,," \. I. I . I , I , , , " \"" ~" ,~."J;:,:, 1'1 ,. I' "I"'" ':\" '"' ,:\,\,\; ',','.',' III I I II I'..., J' ,., L '\ ~ ,,\; ~ ,',' ',', I 1 I I I ~ 'I . ., .. " . ~ ~\ ~ ~~ ~ ::::>:~: ,,1:1 I: ~:I :" ~ ,,).. ~ " ""',,.'..., I I 'I' ~ '~ ~ ~ ~ :::::::: ~:I I:, ":1 :,~ E- ~~ ' , , ~', \ ,', ' . . , ' :\ I I I, ,"" ... I' I' ~ ~~ ,-0, ~ ~~ ~ ::;:;::: ~: : I~ 01: I, ~ , ''\' ," ''\..':-''''''-'' , ,,' \" . , "" I I :"\' ::-....~ ~~0 ."~,,,~~ :':::::: ~~ I : l'~r-,~: I:I~~ )\,,""\::...."\ , ~0 ,"",'\...~ ~ :':':':'\,'\ ~ t .\'\..: ~ I 111~~R~'\~ ~ ,,~ ~,~'\ 0 ,: ,:. :,: ~~ ~ 1 I ,,, 0' 1.11 0....~~~:"\'~ ~ , ," '" \,\..'\.. ~' ", \ '" . I ...... ~ 11 I,II~'\\"~"~" ... \.~ ""~'\..,, ~ '';:::':'\ '" 1 I ~ :\' II 1111 ~ ~~'\ \.." v " , ,\;" \.. '\ ,_ , " :\' " I'"" I I I I"" \.. ":--'" '\ , " "\, _'\ :-..' \..,," '\.." ":':" \'\'" J J I \,'\ , I, 111111\ ~"2'\'\ ~ ,'I -0.'\ "" ,.", ..." 1 " 1 , :\' . , , I, I ~ :'\,,, , ~ ~ ~ '~0 ':-.",~ I, I ~ ' I ' , ' ," , , " '~' " ~ 0 \"" ~".",-, ~'I I ~lll I ,~~ ~ ~ ~~ ~::;:~~:~~~:: ~,~:I:: ~~~~ ~'~ ~ ~~ ,',',', ~~~~I I ~_" I I I ~ ~,~ ~~~ ::;:;;:'~ ~ I ~,,~ I :: ' '\ \,'\~ ,,~:--...,,:'\~ '~" ;',,' I ~," I I I I~ ~~~"" ~~~~~~ : ~~,\; : : :::~ ,\:~, ""~0....""'\ ,\..", '," ~,,~ " ~\ I I I ~ ",-, '~0...'\ ,\.'" ,;" ,', \..,,' ~ I ~ ,:,\ II I ' III~\.." '" '" , ,~", " ',' ~'\..' ,,, I '" \.~"" I 1 I ~ ~, ~~~\..~ ~ ,'::'::. ~ ~I I \.,~ \0: I: :1 1:1: ~ ,').',,-, ,"~\..~ ,,\ ' ',' ,', \..,~" I I ~,~ ~~ I, II 11111" ~." '\ ~ ~ ' ~" :\ ' '; _ ':' \.. ,,~~ I I t:'0. I ,,' '. I" I "I , I. I '\", . I ~ ~"~~,,,\~,,\ ",: :" ~0 I I I:\.." , 1"1"1"1',"1"1"1," 0-.'" ...~~" "," ", :'\..'\.."'"" I ~" '" I I . I I I I I , ~~.~:-.....""" ",,\' ,~;'::,,:--...,\ '0... I I : \0 ~ ':1:1:1;1:.:1:1: 0 ," . "" ~~ ,\; , " :-.....'\ '~,' I ,,,,....... , I I , I I 1 I "I.' \..'- , ~ , '\ :'\.. '\ ,,' . : ' : ' , ' :"" " I '::\~ "" I 1 I II I I I I I. I I I I I ,,, ....' , ~0...'\ :--"''\, " '\.." '", 1 , I 1 , I I I" ..." ,,' ,,'\..'\ ~ ":':-'-;" ,'''' I I"" "" 111111'11,11'111'" Y "" ,,,''''''', "~'l" "" I '''''\ I I , , I I I I ..., , '"'''' , , ':\ "~~ ~~' ,',' :", ~0.' , 1'1' · ,,' " .,' 'II '" ~'~~~' , - - ,- '':\ III' \.." ,~:.......'" I I II " 0..~:--"''\...'' ~~ ,~,: :", ~ ~ I 1 ~,~,,~ I I' ~ :s,::-...."" ~~ ',',',' ' ~~~, III. ~\-'-1~ I I II ~ ~~ """"~::\ ;:::::;-; ,'~" :1:, ~\,(~ ' I I: ~ '\')..":"i "",\ ~"" ',' r-...'\...", 0 I I ~ \ ~,,'\ I I I ~" ~~:\~~~~~~"'\....~~ ~:I:l :........' '"' I I I: " ... \~, "\..,,~\,,, ~"-0" :--..."" ,1,1 \..'\" 2'\"~ I I 0 'I' \~ ~ '\..." 0'\..: ~,,\.' ~ "\ III ~'-' ,'" I I " , ....,\, :\~ ~~ ~"~~ ~ I' ~~ ~" I I " ~~~ ~~~~~~ ~;~: ~ ~~ : : ~ ,'\""~ ~~":\""\..~' ~~ 1 1~"" ~ ~~~- ~:~~~~: ~~~~: ~ \,~~~~" \"~ ~~,~ : : ~, ~ ~~~~~ >~~~ ~~~ ~~ ~ ~ : : ~, ~\\~~~~~ ~~ ~~":I ~ J ~:"\' ;s~~~ '''' ~ ~ \~~,~ I : ~ ~ ~ ~ ~ ~ ~ 0::.......~ \~ ,~" I: I 1 I ~ ~~ ~~~~'~ '\ ~,~\:'\..~" ~ II I: : ~:~~ ~ ~~~,,' .~' ~~ :;~, ~.~~:': ::., ::~ ~'-.,)"," ~ ~', '~~ 1\, 'S. ",,,' 1 ' I I' II~ ~ ~~~ ~l~ ,\, S" ,~,~ :~~~ \l~: : :: :: : ::~~ " \.. '\ ''', \.." ~ ,'\.., ," -.. :--..." ' It\ :\ ~, I I' I : 1 I I ~"\ ~ ~"'" ~ ~,~ ~ '''''~' ~~~ r~ \.,' I: I I II I 1:~0...'\ ~ ~~(\~~~~ -"..,:"~~:~'~:::: :::~ ~~~~'>>:0~" ,,~, 0~:~ ~ ~': 111 ::I~ ~~~" :'\~~ ~ ' '\~ \~~ I~~ ~: '1::: I I: ~~ ~~~ ~ ~~ ~ " :\~ "", \ I'~ C'\.'\.." I, ::1 : I, ~~ ~'~ ~:\~~,'\ ~ ,'~ \, ~ ~ :~~'0 ~ :: I :: ~ ~ ~ ~~~~ >-'\ \. , "~~ Il~ 0." ,III I I ~ ~,,~,~~~ ~~~"~ ~ ~:~ ~~ ::L: ~ ~~ ~ ~ ~ ~ Ul -l ~ I Ul -l ,,' ~~ I I: Ul -l I ~ ~~~ ~~y~~~~~:: ??~~~: : :?? : ~ ~~~~ ~~,~ ~:: o;g~~~: : :~~ : ~ ~- .~ "~::~,,,,,~: :V:~: ~ .~~\.J'\' '"~ ,~~:: ~ ,"~: :: ::::11 1: ~ ..}.,~ \.'" I " ,1, ,I I 1,1 I I, "-"''\.. ~ ~~ ~ " ''\ ~ ::'\"~ 0 I,~;~;~,~:,~~~~,,,:':,~: ~~" ~ ""'J::' '- _,~,,~ ~~~ ~ I 'I'a i "1'1 I" 1"1 '~,"" ~"'~ , '"' ...,""'...",\..~ II "'" '" ;":11111. I I I 1'11.1,\'\.", I I I I I I t I I I I I I I I I I I I I I I I I I I I I ~ ~ ~ WOOl llf<] ::!! G"l C AJ m FEET BELOW LAND SURFACE z o OJ::::O --l :I: o I I I ~~ l\ 11 I----' Vl-l 00 0(") II II p..)~ Ql~ ()1 '--- G') ;0 > Ul Ul ~I \ ~kJ Ul C IJJ ~ -< 1~ Ul o:e 2 ~ J::t ~Jli ~I SIDEWALK Ul );! r;:j :;u o > o (J) o ) g~EWALX o >0 '1~ I I I CJ') OJO ~C -; :I: o ~ SIiiW Shaw Environmental, Inc Appendix A PROFESSIONAL CERTIFICATION PROFESSIONAL GEOLOGIST LICENSED IN THE STATE OF FLORIDA For PRE-RAP ASSESSMENT REPORT Trophy Cleaners 2790 Gulf~To-Bay Clearwater, Flonda !, I ! ) FDEP Facility 10 No 529501416 n I hereby certify that In my professional Judgment, the hydrogeologic components of thIs document satisfy the requirements set forth In Chapter 492, Florida Statutes and other applicable rules and regulatIons of the State of Florida I have completed and/or have reviewed work completed by a qualifIed geologist or engineer working directly under my supervision r ": , ^ ( ; Reviewed by, I ~ J L.. L ,-; -~ L ansen, PG Flon Registered Professional Geologist No 1446 bl 11103 Date i' L Prepared by: IJe/!:1flliAlf Project Geologist ! ' L.: Shaw Environmental, Inc 725 US Highway 301 South Tampa, Flonda 33619 l ' , L~ l~ r ' ~ l...... N""\E"llQllleenl'\9\:F'dep-GT~n-fJl'OjiBCb;nROF'HY\Sup:pAs.s,e:i5Jun0::3'1P.-e-AAP ~smenl doi;: r 1 I'"' ~ Shaw Environmental, Inc I , , ~...., . , I f- I I : r~ i ~ I 0, ~ ' I t" , , ..;, I ~ I I ~ r [ r' t~ L t : f . ! : U I lj I ( l~, u Appendix B Momtor Well Construction Details N \Englneenflg\Fdap-GTl\OJydean-P"IOJedS~TROPHY\SuppA.s.:SEI'$!...lIjnOJ\PT&-RAP As$e:ssmetrt ooc c Prepack Screen Monitoring Wells ( , f' The environmental industry relies on Geoprobe@ prepacks! LOOh ror / (D 67 he "e", AST/,! 25) for I"st I Pr"Ct,ce pU'h " la/lo prep"c" . " Of dlrec! "'e// cree" S · PUblIShed b 1lI0"llormg OC'et f Y the A Y or Te./ II llIe"call , g""d"" lAST"") "1""aI. I" , The most cost effective method for Instalhng permanent mOnltonng wells' Available tn StleS rangrng from 0 5-rnch through 1 5-lnch lD f- ! i j Manufactured ustng PVC and htgh qualtty stainless steel screens to assure htgh integrity samples Assures accurate placement of ftlter media across deSired tnterval r~ Fully groutable deSign protects the enVironment Installatton through cased borehole proVIdes htgh tntegrlty well constructton and sample quality Use With Geoprobe<:!l Pneumattc Bladder Pump for collectton of htgh tntegnty water quality samples What are the advantages of Geoprob~ prepack momtoring wells"' Meets new ASTM Standard 06725 fOf Direct Push Monttoftng Welllnstallatton L I "I L, Meets baSIC EPA and RCRA construction requirements / Dtrect push (OP) methods for t nstall tng mOnltormg wells are betng accepted by many state regulatory agencies DOO and EPA studIes reveal no stattstlcally stgntftcant dtfference between water qualtly samples COllected from paired DP and conventIonally drtlled wells Recently published research shows even small dtameter DP wells can be slug lested to accurately determtne hydraulic conductIVity of the formation L << -, L ff t) L L ! ' I l. [-~ I' j I r r W SLOTTED PIPE SAND PACK LENGTH ROO SIZE m'fllD 00 10 05,n Seh 80PVC 20/40 grade >and 31eel 2125,n 15,n 0010 In slob f ac lO r y paCked 1m 51mm 3Brnm 051n Seh 80PVe 20/40 grade sand 5 feel 2125 rn 15," 001O,n slot' laetOty packed 15m 54mm jBmm o 751n 5eh 40 PVC 20/40 grade sand 31cct 21,5'n 15 rn 0010 In ,I01S lactot y pa eked 1m 54mm 38mm 075m Seh 40 pve 20/40 grad~ sand 5 fect 21,5'n 15 In 0010 m ,lots f ae lOry packed 15m 54mm 38mm 10,n Seh 40PVe 20/40 grade sa nd 5 feet 325,n ,b25 rn 0010 In slots I actor y pa eked 15m 83mm b7mrn 10 rn Seh 40PVC 20/40 grade "'lid 5 feet 325 rn 20<5,,, 0010 In slot' he I d pac ked 15m Bjmm 57mm ] 5 In Seh 40 PVC 20/40 gra de ,and 51eel 325 III 2625 ,n 0010m slOlS factory packed 15m 83mm 67mm GW2010 GW2020 116J8 lH6b 17467 11b79 lHOl f--"" PrOject Location Client Subcontractor DnUer Shaw Field Geolo Isis I , Top of CaSing Monument (II) [ ' TROPHY CLEANERS MOnitoring Well Construction Form Well Number Well Locallon U Installation Date Northing Eastlng Clearwaler, Flonda Florida Department of Environmental Protection Diversified Orlllmg Corporation Chuck Sheets Jack WilhOit and Cal Butler None NAVOS8 Protecbve Cover Elv (II) NAVOBB Top of CaSing (TOC) Elv (II) 287 2848 r'l ! l , ApproXImate Diameter of Borehole (In) r~ Wen Casmg Dlameler (In) IJ f] ,- I l i Depth to Water (II bloc) ! 1 L~ Top 01 Fine Sand Seal (II) u Top of Filler Pack (II) I' ! ~ Top 01 Screen I nterval (II) r~ L~ B attorn 01 Screen Interval (ft) ! ' l~ BOllOm of Well (ft) Bonorn 01 Filler Pack (Il) iJ Bottom of Borehole (II) f 1 ! ~ ~ SIiaiii; Shaw Environmental, Inc L { 1 I -~ Dale 325 100 April 28, 2003 23 5' below TOC 24 l' below TOC 24 2' below TOC 29 0' below TOC 29 2' below TOC 291' below TOC 29 2' below TOe -, n lenglneenngWanclFII1.1 RI May 20031TableslMw016 ~ ~ 284 J -, "I ~ NAD 2848 l Ground Seal (Sur1ace Pad) DI m enslOns 2 X 2feet Concrete None ~ .,JJ.: Type Guard Post Outer CaSing Type None D'ameter (In) Leng Ih (Il) Annula r Space Type Type 112 cement grout Installallon G ravlly T remle X Pumped X Grout Seal Manufaclurer HolClm Portland Type GU Filler Pack Matenal Manufacturer Geoprobe Producl Name 2 5" 00 Prepack Well SIZe 20140 Silica Sand I nsta lIabon Factory Packed . Well Casing Manufacturer Geoprobe ~tlh1~Z Type SChedule 40 PVC ~,,&ltJ"" ~~?~~-...{ Olameter (In) 10 Inch ;}r~.<~1t 1pJ ~V '1;." ut" '~-~~\ ell ~\It'. ~i( :~~<;i .. ..:.,~ Well Screen Casing ...~\~ta ~\'W" j'<.k _0' ~"""if"~n Manufacturer Geoprobe .f-'r~ ~"" ~~i~.;r ~,"~ Type Sched u Ie 40 PVC ~.J.J -:.....;; ~i:~~ ~y~ 01110 Inch ~1l- ~ ~~~1i'i Slol SIZe (In) f.l!..... ,1. ~ {J!~; Slot Type Continuous Factory slot !P ,~\1~, ;~~~*i~ wrap X Sum piE nd Cap o 5-lnch f1ush-th readed Deplhs and heights ale relerenced 10 ground surface unless specified TOC Note Top of sandy clay encountered al aboul 5-feet ,- I f ~ I Project Location Client Subcontractor Onller Shaw Field Geolo IStS TROPHY CLEANERS Momtorlng Well ConstructIon Form Well Number Well LocatIOn Down Installation Date Northing Easllng NAD Cle3lwater, Florida Florida Department of EnVironmental Protection Diversified Orllhng Corporation Chuck Sheets Jack Wilhoit and Car Butler MW017 radlent, South of SR60 A rll 22,2003 1319012 68 422984 35 NAVD 88 2710 Tap 01 CaSIng Manum ent (ft) None , ' f , 1 , NAVDS6 Pratecllve Cover EIv (It) NAVDa6 Top oJ Casing (TOG) Elv (It) 274 271 ~ --.r- !-~ I . ApprOXlmale Diameter 01 Borehole (I n) 325 r' t; Well Casing Diameter (In) 100 i ~ r : { i I I p Date April 28,2003 De pth to Waler (ft btoc) 351 , ~ i : I;; Top 01 Fine Sand Seal (ft) 22 0' below TOC i~ Tap 01 FIlter Pack (It) 22 S' below TOC {'~ -l.I TOp 01 Screen Interval (ft) 22 6' below TOC , ' L Bottom oJ Screen Interval (ft) 27 4' below TOC t~ Bottom 01 Well (ft) 27 6' below TOC L 27 5' below TOC Bottom of Filter Pack (It) l Bottom of Borehole (ft) 276' below TOC -, I L ~ ~\ stiiiW Shaw EnVIronmental, Inc I ' I LJ< L: n \ang.naanngW.ncIFmal RI May 2003ITablesIMw017 ~ Ground Seal (Surface Pad) DimenSions 2 X 2feel Type Gua rd Post Con erele None J Outer C as log Type None Dlameler (In) Lenglh (fI) Annular Space Type Type 1/2 cement grout Installallon GravIty Tremle X Pumped X Graul Seal Manulacturer H aiel m Portland Type GU -, Filler Peel<. Metenel Manulaclumr Geoprobe Prod ucl Name 2 5" 00 Prepack Well SIze 20140 Silica Sand I rtStallabon Factory Packed . 1fi>~9<'l ~'"" <-~l JXm....J ~.trI"; ~I"'~~~ tl _",t- ~ Well CaSing 9;l~,;'1'j ~'\~ I, ~\j t1 ",,'" ~l.~-~ \. Manulaclumr Geoprobe )i;, J..~~ 'i'k. ~I c Type Schedule 40 PVC ~1."4""'" (l"" ~}, ",,1.:" ~~ (f~ Dlameler (In) 1 a-Inch H"'...... , , " f~/ ~\1 "')1---....1 .:;~Hl 1;;-\-;;'~~{ ~* ~! ~~~ oJ J. m ~"" ,~c '~ 1~'" ~ Well Screen Ceslng I'.'. ~11\ ;:u:... ;,~ t:- ~ J Geoprobe 1'<', \ :; tTJ .';It..~ Me nulacturer ...~,j;;.""\ ~ ,~ Type Schedule 40 PVC 1;1"'1 1\-i" ~ .!"Ii "i,.. ,-! , Slot Size (In) ~~.... v a al0-Inch , 4.';.. I' I' r "'.,l.... Slot Type Contmuous Factory slol ,I ;r:..~ /i'}- , wrap X Sump/End Cap o 5-lnch flush-threaded "I Depths end OOlg his are rei ere need to ground surface untess s pecmed TOe Note Top of clayey sand encountered at about 4-feet ,"""" PrOject LocatIOn Client Subcontractor Onller Shaw Field Geolo IStS , -; ( , Top 01 CaSing Monument (It) I j NAVDBB Protecllve Cover Elv (It) NAVD88 Top of Casing (TOC) Elv (It) " " ! : ApproXlmale Dlameler of Borehole (In) ,-, 1 " . ! j Wen Casing Dmmeter (In) i-l r I , t -iJ I . L: ,-, r , I ; Depth to Water (It bloc) f ~ [d Top of Fine Sand Seal (It) u Top ot Filler Pack (It) I~ Top of Screen Interval (It) I c ,& Bottom of Scree n Interval (It) [~ Bottom of Wen (It) L Bottom 01 F,lIer Pack (fI) Bottom 01 Borehole (It) Il L" ~ SIiiiW Shaw Environmental, Inc I~ I ; lJ TROPHY CLEANERS Monltonng Well Construction Form Well Number Well Location Down Installation Date Northing Eastlng Clearwater, Flonda Florida Department of Environmental Protection Diversified Drilling Corporation Chuck Sheets Jack WilhOit and Cal Butler Oale None 270 2677 325 1 00 Apnl 28, 2003 3 3' below TOC 3 7' below TOC 3 8' below TOC 136' below TOC 138' below TOC 13 7' below TOC 138' below TOC n \englnaerlng\AlarlclFonal RI May 2003IT,bles\M"Qt8 ~ ~)j-I~ ~ 372 J NAD Ground Seal (Surface Pad) Olm ..nSIOns ""- Type Guard Posl MW018 radlent, South of SR60 nl 22, 2003 131901361 423108 15 NAVD 88 2677 2 X 21eet Concrete None Ouler C aSI ng Type None DIameter (In) Length (It) Annular Space Type Type 1/2 cement grout Inslallallon GravIty Tremla X Pumped X Groul Sea I Manufaclurer Hol cl m Portland Type GU F,lter PaCk Matenal Manufacturer Geoprobe Product Na me 2 5" 00 Prepack Well SIze 20/40 Silica Sand I nstatlaton Factory Packed Geoprobe Sc hed u Ie 40 PVC 1 G-rn ch Geoprobe Schedule 40 PVC o 01G-Inch ContInuous Factory slo\ Well Casing Ma nufac\urer Type Drameter (In) Well Screen Casing Manulacturer Type Slot Size (In) Sial Type Sum pJEnd Ca p wrap X o 5-lnch flush-threaded Depths and he,ghls are relerenced 10 ground surface unless speCified TOC Note Top of sandy clay encountered at about 1 6.feet I"~ Monitoring Well Construction Form Project Location Client Subcontractor Driller Shaw Field Geolo Ists TROPHY CLEANERS Clearwater, Florida FlOrida Department of Environmental Protection OlVersJfled Drilling Corporation Chuck Sheets Jack Wilhoit and Cal Buller Well Number Well Locellon Down Installation Date Northing Eas\lng NAD MW019 radlent, South of SR60 n122,2003 131901358 423107 08 NAVD 88 2674 Top of CasIng MOf1\Jment (It) None ~ G round Seal (Surface Pad) Dime ns Ions 2X2feet Concrete NAVD88 ProteGllve Cover Elv (It) NAVD88 Top of CasIng (TOC) Elv (It) 270 2674 ~ ~ /, , < , ' Type Guard Post None f ' f""' I ( " ApproXimate Diameter of Borehole (In) 325 Ouler CasLng Type Dlameler (In) Length (It) None (1\ L Well CasIng DIameter (In) 100 t ~ Annular Space Type InstallabOtl Type 1/2 cement grout GravIty Tremle X Pumped X I~ G rout Seal ! ' I J Dale April 28, 2003 J Manufacturer Holclm Portland Type GU Depth to Waler (It btoc) 370 TOp of FIne Sand Seal (It) 18 9' below TOC , ~ Filter Pack Matenal Manufacturer Product Name Size l~ Top 01 FIller Pack (It) 194' below TOC I rlStallatlOtl Geoprobe 2 5" 00 Prepack Well 20/40 Slllca Sand Factory Packed f b rJ I I: \.<ol Bottom of Filler Pack (It) 24 4' below TOC l ~~,:~.{:.\ I ~l~ J{:..~ :~~l~;~ j'?4-..J:f" ji<"~i'q.~ ~ l~ " Well Casing xr;;;~i'\ "J$~"I;';: fl' ~'; Manufacturer Geoprobe ." ;t;! ~J. -.( -,?> r''r J-~:~ \~ 'zlt l{f~ ~\~:n l~ ; tfr1 ~,~~" y.....(1 "';1;l ~ f' ..} ~ l,r t (t1- J -+~ Well Screen Casing "'..~ *''11 h Geoprobe ~~ ~ ~a~ ftJ;~r 1 Manufacturer ~;ll~~ltl) ql :;.:.,.,,'1: > L(>.l,Y' '"$.. M'1 ; ~ Type Sch edul e 40 PVC t~I~)t I~\\; ~~.<,l ~ :. Slol SIZe (In) o 01(l,.mch , f' 1'" ~ ......_\ ~, ;7; Slot Type Conllnuous F aclory slot II r ~~1; \~?>:.~j\ wrap X Sum pJEnd Ca p o 5-mch flush-threaded [;; j Top of Screen I nlerval (Il) 195' belowTOC f ' L Bottom of Screen Interval (It) 24 3' below TOC , ' i - L Bottom of Well (Il) 24 5' below TOC . Bottom 01 Borehole (It) 24 5' below TOC -, f ~ Ll If'" ~ Shaw Environmental, Inc Depths and helghls are referenced to ground surface unless speCified TOC [ ~ Note Top of sandy clay encountered at about 1 6-feet L n \engmeerLngWaric\Flnal RI May 2003\Tables\MwOlg ~, Project LocallOn Client Subcontractor Dnller Shaw Field Geolo TROPHY CLEANERS Momtorlng Well Construction Form Well Number Well Location Down Installation Date N orthln 9 Eastmg NAO MW020 radJent, South of SR60 nl 23, 2003 131901270 422985 31 NAVD 88 27 13 Clearwater, Florida Flonda Department of Environmental ProtectIon Diversified Drilling Corporation Chuck Sheets IStS Jack WilhOIt and Cal Buller ; ~ Top of CasIng Monument {II) None ~ GrOUJ1d Seal {Sur/ace Pad) DIm enStons 2 X 2 f....t , > , ! I NAVD88 Protecllve Cover Elv (II) NAVD88 Top of CasIng (TOC) Elv (II) 274 2713 ~.("'"'~ i" I~(i -:,..1... ~ Type Gua rd Post Concrete None ~ 1"'1 i ' I " ApproXlmale Dlameler 01 Borehole (In) 325 Outer CaSIng Type Olameler (In) Length (II) None [ Wall CaSIng Dlameler (on) 100 f'.' ~ i l J l' L Dale April 28, 2003 J Annular Spece Type Type 112 cement grout InsJallatlon GravIty Trem'e X Pumped X Groul Seal Manufacturer Hol c, m Portland Type GU Filter Pack Matenal ManufaCllJrer Geoprobe Prod ocl Name 2 5" 00 Prepack Well SIze 20/40 Silica Sand Inslalla~on Factory Packed 'lJ,ll.ef.~~ ~':fI\<; ~'!}!Ii, ,,;1 Well CasIng mr },f' ~~-' Manufacturer Geoprobe ~"~:r)' ':t f~~ Type Schedule 40 PVC mf.\~:t ~ "';~f;t:t Dlamela r (In) 10-lnch ... ~r ~"".. ~?tt ~~~\ i.f~~ ~~~ ~ "'" ., '~ Irf> ,,1 Well Screen Casong ~J~t-; i,~t~~"'.:1 Geoprobe If'" ;~~k Manufaclurer ~lf,.<i Type Sc he du Ie 40 PVC ~f.,;'t~: I, ~fr~(~ I ~'5,' ;Ul"A:'1 Slot S,ze (In) o 01 0-1 nch - ~~~j;~~~ Slot Type Conll nuous Factory slOI I{i!! ~ .....~tr,:. ~~ 'V..l ..~~.... X ~"'ilIr l;:~r;plll~ r wrap Sump/End Cap o 5-mch flush-threaded f ~ , ' , J Depth 10 Water (It bloc) 353 I · L Top 01 Fone Sand Seal (11) 27 6' below TOe -, Top of FIlter Pack (It) 28 0' below TOC -, [ q L~ Top of Sc'""n Interval (II) 281' below TOC , II L.i Bottom 01 Screen I nlerval (II) 29 9' below TOC u Bottom of Well (It) 30 l' below TOe ! 1 I u Bottom of Filler Pack (It) 30 0' below TOe l Bottom of Borehole (It) 30 l' below TOC "l ! 1 l~ o ~ Shaw Environmental, Inc Depths and helghls are referenced 10 ground surface unless speCified TOC L Note Top of clayey sand encountered at about 4-feet L n lengmee"ng\AlancIFmal RI May 2DO:JITable.IMw(JW ( , PrOject Location Client Subcontractor Driller Shaw Field Geolo IstS TROPHY CLEANERS MOnltonng Well Construction Form Well Number Well Location Cross Installation Date Northing Easting NAO MW021 radlent east of Tro A nl 24, 2003 131914096 423118 65 NAVO 88 2737 Clearwater, Flonda Florida Department of EnvIronmental Protectlon DiversIfied Drilling CorporatIon Chuck Sheets Jack Wilhoit and Cal Butler Top of Casing Monument (ft) None ~ Ground Seal (Surface Pad) DImensions 2 X 21cet NAVD66 ProleclNe Cover Elv (It) NAVD66 Top of CasIng (TOC) Elv (II) 275 2737 ~", ~ Type Gua rd Post Co n crete , , None Approxlm ale Dlam eler of Borehole (In) 325 Outer Casing Type Diameter (In) Length (It) None ~.'1 t i J Well CaSing Olameter (In) 100 r~ b J Annula r Space Type I nstallatl on Type 1/2 cement grout GravIty Tremle X Pumped X (~ t' i t ~ Date Apnl 28, 2003 J G rout Seal Manufacturer Ho I c 1m Portl and Type GU Deplh 10 Waler (It btoc) 361 f ~ t J Top of Fine Sand Seal (II) 193' below TOC -, Filter Pack Malenal Ma nufacturer Producl Name SIze InstallatIon Geoprobe 2 5" 00 Prepack Well 20/40 Silica Sand Factory Packed f 1 L Top Of FIller Pack (II) 19 9' below TOe ~ I " L.. Bottom 01 FIller Pack (II) 24 9' below TOC l ~t,.t'''h ~l )~l ~ f/l" 117- ::: .....fl tlt Wt' "'" ... ....- 2 Well CaSing !II;'-";: ~\ ~~~ ::l 'f~'i, ~u~~;. , \ Ma nufacturer Geoprobe r.: !f 'r :...~ ~ t..h{ Type Sched ul e 40 PVC "'1.\1;( t1'~ ~ ~ l " , ~. b.\ [,. I"> Dlameter (In) 10-lnch ~~ [r1 ~~ .('~...-.t ~~ y,!f i ~1r(i ":.1ir 7.. ,1 k('~ , :;f.... ~....~la~)' .o.l p" 'f;~ t-::;~;.d Well Screen CasIng f!' ,:'" "V-t., ;'>;'-- t, ~r'r h/ .... ::'~.l: Ma nufacturer Geoprobe ~'~'j~ ,j,,~ _\ ~/J. Type Sc hed u Ie 40 PVC t I~~ '( r_\1 l~l'1 r~ ~ $~l Slot S,ze (In) 0010 lOch ...; ~In " r .. Sial Type Conllnuous FactOry slol >" 'J1;~' . X ,I' , wrap . Sum piE nd Ca p o 5-mch flush-threaded n u Top of Screen I nterval (It) 20 0' below TOC L Bo"om of Screen Interval (It) 24 8' below TOC L Bottom 01 Well (II) 25 0' below TOC BOMm of eorehole (It) 25 0' below TOC "1 I lolj; ~ SIiaW Shaw EnVironmental, Inc Deplhs and herghts are referenced 10 ground surface unless speCIfied TOC r ' I l.""J Note Top of clayey sand encountered at about 3 6-feet L n leng,nee"nglAlarlc\F,nal RI May 2003\TablesIMv.<l21 ProJecl Location Client Subcontractor Dnller Shaw Field Geolo IsIs TROPHY CLEANERS Monrtorlng Well ConstructIon Form Well Number Well Loca\Jon Cross InstallatIOn Dale Northing Easllng NAD MW023 radient west of Tro A nJ 24, 2003 131912986 422955 70 NAVD 88 2854 Clearwater, Florida Flonda Department of Environmental Protection Diversified OrlJling Corporation Chuck Sheets Jack Wilhoit and Cal Buller Top 01 CaSing Monument (ft) None ~ Ground Seal (Sur/ace Pad) Dlmensllms 2 X 2 feet NAVD88 Prolecllve Cover Elv (fl) NAVDaa Top 01 Casing (TOC) Elv (ft) 289 2854 ~ ~ Type Guard Post Concrete None ApprOXimate OFameter of Borehole (1n) 325 Outer Casing Type Diameter (In) length (fl) None Well Casing Diameter (In) 100 , ... f I I.' Annular Space Type I nSlallallon Type 1/2 cement grout Gravity T remle X Pumped x I ~l I t f ' I ~-' Date April 28, 2003 J G rout Sea I Manufacturer Holclm Portland Type GU Deplh to Water (fl bloc) 418 L Top 01 Fine Sand Sea' (n) 12 J' belowTOC ..., Filter Pael< Matenal Manufaclurer Product Name Size Inslallallon Geoprobe 2 5" 00 Prepack Well 20/4(1 SilIca Sand Factory Packed L Top of Filter Pack (ft) 128' below TOC I L Top of Screen Interval (II) 129' below TOC r"'i'".\; ~~~ ....~ \r-:v ~'~lil1 ><;~ Well Casing ~.." ,1;,"- fff~') fl1 j~~ ~t?4 ~ R!M M anufaclurer Geoprobe i'?",,~ tf~","t;ft01 Type Schedule 40 PVC W~ r '''j;- ;fJ.t~, t r,- ~fri Dlameler (In) 1 0-, nch 'u _- ,-" ,J,}"~ ~};. ~ '""1" ~~~ "'vt@ - ~ , ~ ~t!j.~ ~J ~,~ /'-,' ~j~<:Y:~ l~\i'fi) ~.S~~ h~~~ ~ Well Screen Casing "IV 1..f,'lj ;;;j~~t ~~W Manufaclurer Geoprobe ,"ii;'f.l~ ..~ -A~"'? ill(."J~r Type Schedule 40 PVC ~~..~~~ .....t.. ~ ~ \P~~...~ r:!:":'t.!!> ~~t~ Slot SIze (10) o 010-Inch j ~ Yt ~:ft~~ F aclory slot '" , , ~f1\ ~, Slot Type Conhnuous " . ~ 1> y"l:f.~~i'i~~""1i \tl~ wrap X Sump/End Cap o 5-mch flush-threaded L Bottom of Screen Interval (ft) 177' below TOC f L Boltom 01 Well (II) 179' below TOC ! - L Boltom of Filter Pack (It) 178' below TOC Boltom of Borehole (It) l 17 9' below TOC -, . ! ' L" ~ SIiaW Shaw EnVironmental, Inc Depths and heights are relerenced 10 ground sur/ace unless specified T OC L Nole Top of clayey sand encountered at about 7-feet L n \englns8nng\Ala"c\Fonal RI May 2003lTableslMwll23 PrOject Location Client Subcontractor Dnller Shaw Field Geolo Isis r - Top of CaSing Monument (ft) TROPHY CLEANERS MOnitoring Well Construction Form Well Number Well Location Cross Installation Date Northmg Eastmg NAD Clearwater, Florida FlorIda Department of Environmental Protection Diversified Drilling Corporation Chuck Sheets Jack WilhOit and Cal Butler None NAVD88 Prolectlve Co"er Elv (It) NAVD88 Top of Casing (TOC) EIv (fl) 289 2855 r I I I ApprOXimate Dlameler of Borehole (In) r' Well CaSIJ1Q Dlameler (In) 1':\ I rJ L I ~ I. Depth 10 Water (fl bloc) f ~ ,,~ Top of Fine Sand Seal (fl) [~ Top 01 Filter Pack (It) ;1 Top of Screen Interval (II) [ Bonom of Screen Interval (II) r L~ Bonom of Well (fl) L Bonom of Fitter PaCk (II) Bottom of BO(ehole (II) i l " ~ SIiiiW Shaw EnVironmental, Inc f' LJ L Dale 325 100 April 28, 2003 190' below TOC 195' below TOC 196' below TOC 24 4' below TOC 24 6' below TOC 24 5' below TOC 24 6' below TOC n \englneennglAlanc\Fonal RI May 2003ITables\MwQ2<; ~ ~ll"'~ ~I ~ 419 J -, -, l '.r~!tl ~ .' 11~~J... f ~"\f~~~ ...... ~11' ,tli;~ '~,Y!.i! . ~ "."! $i-1:5r!1J ~J.;:';'b ?li"\1/>"~ l&~~! ~i~~fff ~!~<,( ~'~i G.,~d ",'" 'i':!' I~ci.*tl~ ~ 4t;~~-'1 ~.......... i"1l;"'j ~ l\~ 41,f~ l.e.n. ~~\Jt;~ 1. l5~i (~~ ~1 P''''r'\>i l{~i't~ r4.i I,}! ~ .~t;,!~1\" }W'~lf[ llf;r'~~ ~ ;/ ~<<~ " ... fJ) tf~","t~ '~1;'f'. ~f~~i1 ~$~b- ~ ~~~ "';'-"'~l /.,~ ?r~ ~ (i '\,~ ~,t "" 'r "... ~t-.,.J~~i~ ~ ~~~l ~~::~l ~ . .h,:.rI~,'f?7^'(;"ii<'-:P . ""1 . Ground Seal (Surface Pad) Dim enSlons l~l -' r-......., TYr>e Guard Post A r11 24, 2003 131912995 422956 83 NAVD 88 2855 2 X 2feel Con crele None None Type 1/2 cement grout Gravdy Tremle X Pumped X Ouler CasIng TYr>e Dlameler (In) Leng lh (II) Annu~r Sr>ece TYr>e I nstallahon Grout Seal Manufacturer Tyr>e Fitter Pack Malenal Manufacturer Producl Name SIZe I nsta Ilatlon Wen CaSing Manufaclurer Type Diameter (In) Wen Screen Casing Manufaclurer TYr>e Slot SIZe (In) Slot TYr>e Sump/End Cap Holclm Portland GU Geoprobe 2 5" 00 Prepack Well 20/40 SIlica Sand Factory Packed Geoprobe Schedule 40 PVC 10-lnch Geoprobe Sc hed u Ie 40 PVC o 01 O-Inc h ConllllUOUS Faclory slot wrap X o 5-lnch flush-threaded De ptlls and OOlg hts are referenced to 9 round surface unless sr>eclfied T DC Nole Top of clayey sand encountered at about 7-feet 1- ~ S&iW Shaw Environmental, Inc t' I > ( I , Appendix C f 'I I. Soil Boring Logs l~ f '1 L (" " r~ ! ~ i ;; L, l"' , " ,;I C r' lb l~ LJ I l l~: N"\Englneenng\fdep-GTl\Orydean-PtoJed:~'TROP'HY\SUppAsse.wunOO\Pr&-RAP As.s.e$SJ'fl-em iXIc: [i]INTERNATIONAL TECHNOLOGY CORPORATION fJ\ LJO t lp VISUAL CLASSIFICATION OF SOILS r · I PROJECT NUMBER ~ I 't. 'l. "\ 3- PROJECT NAME "t'1l..O p"-,,< ~.J_'\A...I~ BOAING NUMBER M,w()l~ COORDINATES DATE t.rj2..do'"3 ELEVATION GWL Depth Date/Time DATE STARTED 3~ ENG INE ER/G EOLOG 1ST ""'L.% i~ /SI.l ,LEJL Depth Date/Time DATE COMPLETED 'S..4-'-t ~ DRILLING METHODS ttA-NO A-u~ ~ G-€,efUBIS PAGE I OF 5 ...J >- Z c: 0 0 zw- >- 0 aU ~ :r: ~ w 2 all.. 0:: al w 2 ...J (f.Ia:: w ::i: c:w_ ..J 0 I- ,f a. 0') >- DESCRIPTION >- ~I-u.. ..J :J REMARKS ll.. ~ ~ w ::i: w O~ (f.I <IJ<IJ<IJ wa:: 0 <l: a. 00- 0 (f.I ...-:ifje ~I- <IJ >- ...J::i: w 0 w Z (f.I I- lD...-:~ a:~ Ul ::i:o z rioIP-. Ul :J U 0 0 (f~..) F= \VE- 'SIL T'f SN--lC \ - \.0 (k'CW\~\\ .BlM.JL ('S"~'{ <it) \ 'Kr- M.":,r 5tJ\ - - J.:~ - - - \-ro' '" ~ ( ) - .t;;" >- f: ,... E- S tL ry ~ 0) L 1" CI.I\{E G r.M.j 5'{ iD It ) .,J/l - - B '!l.L.r ....>:.r - ~ 'l.lI I- - - 0'" fu.,J E.... ~ \ L:i 'S.}..toJ 0) tK 'i eLUll.o.1f> M eo u,w..) 10,) ~t1 .... - ~ (H> '{It. 411..) 1 Hl3I:;.r - ~ w - .tJ I- ;:I Fn...E- 'SILr~ ,,;,...,..011-\(>0, ~~\\. f:l1."'..U.,1) ..:: - I- ~- 0 (\b '(It -s-h.), 'J, f\C>\,,:>r 1M - \,t> Z - .::: - Z - - - <- F Il...lF-- So ~ ) ~fl':.> 1-1. <NA...Il~ ( ,a '(ll. ,1"Ill ~f - 0 4-, NET - - - 0'< F H.Jfi:.. 'i.A....i 0 1 VA u:..... 'i .E.li(.VJ\S II &a:.wu (IOyjt 142 ), - - - wE.r ~1' - v:- tJ.O ~ :, ....... ~ ~ - /: - ~- NO lI..Ee.c'V Eey - - - ~ ~. - - - -, - - I- - - I- - - " NOTES Dnlhn9 Contractor 'D\\JE-esI~IW UD t-e ' w~ \~ ee.m...E.t>l,CL..~ Q 4 r--SLS Dnllln9 EqUipment G-Ebf' (leSE:. tt.utD Dr C~&lk.rt) Driller C' U. U(x 1HE-fj4) ..} C>S c.... "0 I' '1'.0 l?i-- 11 #J V ~ ! ' 'Z l L ~ L l.f L r 5" L L L I L I l . ,"., "-> . . ... .r.... . < " - , > r ,~ .,J 2438 3 86 rn INTERNATIONAL TECHNOLOGY CORPORATION "" Lv 0 I (p VISUAL CLASSIFICATION OF SOilS r ! c.. r- I , L 1 f' t s [ "I [ L 10 L L L L l PROJECT NUMBER 8 \'i. "'Z..,3, PROJECT NAME rtClPW.'( C-L EA.o..o '=L <;,. BORING NUMBER M,w-OlLD COORDINATES DATE "1 h do'\ ELEVATION GWL Depth Date/Time DATE STARTED ~A.k.E... ENGINEER/GEOLOGIST ......'\.IAc>'r 16..., U;; It. Depth Date/Time DATE COMPLETED 'S.a...o-l~ DRILLING METHODS Gee,t'dt.l\. e. PAGE '2... OF S -' >- z er: 0 0 zw- >- 0 o 0 f= - W 00.. er: m llJ Z J: if -' Z llJ ::1' trllJ_ -,0 Ii: 0- ad ooer: :>- DESCRIPTION >- => I- LL -'=> REMARKS llJ \!. :; W ~~ 0- 00 (fJ<I)Ul Wtr 0 < 0.. 00.. 0 (fJ <\:iiit:.. 3:1- - <Il ?: -'.::l: w 0 w z (fJ OJ<\:- tr-...: ::;:0 z to) 0 A.';!~) to) , => 0 u ~ NO 'R E.CC:NE-e.y - - - V. F"~ '5~~~u..V'" /,\(i.O, L\Gf.A-'((Io..l'='), - - - - ~ \_0.. 3.1.0 ",';,T"\A', V <.3.LI J-'.b6r c.L- - ~ - - - - - v. f....E- ~()"l t u..'1, M(.() L.- G-Vt'-{ ('" lb) 1 - u~< $'t1l<-f'" \ " "'!.'--r M.e,lsr c.l. - - -:-.:: - 0'<;;'"'" I.n "5./'.<.JO'l N.J>;1' t-\e..p l.." t!>flJy../ (JJll), 1'\1:.0_ c...L - ,.... ST'f"F, SoL I-\b ISl ~ - - - Fu...'/: SA-NO, NE-O L, H..Mj ("'U) \ lJJ~r - - - ~ - sP - -\,~ - - - - - - - - - Y.7 ,I,. - - FloE- SA N 0 J 1..;. 6LlJl<;\t G'~'t ( 6l!I 7j.) I - \,b- I,ovf-, ~'f' - - , ' - - - 0.......- I., - - - - - - .. - - I- - - NOTES Drilling Contractor D, \J E('S'~E-O Ofllllng EqUipment ~f'4SE.. ~G 16 D"r' Dnller c.;..\- u::x. .,.ti~~-') J.c:.5L 17 Ie. J({]. r; e 12' '" lr . 5 2436-3 66 rn INTERNATIONAL TECHNOLOGY CORPORATION "" w8 I " VISUAL CLASSIFICATION OF SOilS I I r It.. PROJECT NUMBER BI't"'LT3 PROJECT NAME 'lf20~ BORING NUMBER M,wCllo COORDINATES DATE 'f I~" ()3 ELEVATION GWL Depth Date/Time DATE STARTED ~ ENGINEER/GEOLOGIST 1N1~~ 16u'rLt:...L. Depth Dale/Time DATE COMPLETED ~ DRILLING METHODS GEe f-L06E.. PAGE 3 OF S ....I )- Z a: 0 w 0 zw- )- 0 aU f::: J: ~ 0"'- II: ro wZ ....I Z W :::;: o:;w_ -,U r- c... o<l (f)1I: ;>- OESCAIPTION )- => r- ... -':::J REMARKS c... 3: ~ w :::;: w 0_ (f) (f){f)<I) lU II: 0 ~ <( "'- 0"'- u (f) <(in!:. 3: I- ';.vl- -' ::;: w wz (f) Cll..:_ a:...,: 0 :::;: 0 z (f) 0 (f) :::J 0 ( II"'....' . () - F'I..... IL S "-'0 1 1... eU..>I':.\,\, ~ (s-6,1.)) - \,0- ..!> ~Er '>~ - I- - - - - --- - - - SANlhl c.lMf I I.. r- 6LU'<;\I GV.>.f ( s-e. ,h\ - I ,a.- "'''ff\ " ~LI p,olsr C.L - - - - - - ~ - 0 (s-s ,11)/ - 0 ~LA.-'fl Lr 8\....VlSij- (U,)..'1 - - - V, 'iTl.r-c--, V SLII-4.s.r - I- - - - 'L,t;> GL - - - - - - - - - - - - ~ ~,"i ..Ii' - N D 1l..E(O~ EI'lY - - - UAi6i <;;,IUJOj t... i aU\l!;" Gf1.41./ ($''( ..I,} \ - ..o.~ .> G.L. SA-"\~ - - " - - - - . - to - - ~"- - - NOTES Drilling Contractor U\\JE:eSlf'1 ED Drilling Equipment G-E6fI2tJBL l.o~ I D 'D'I Driller ~UC f( S If€k'f~ ~c.s. E.... -0 H~ /Z.n1j;f.. (l t , \0 I' L I' I I III , ' ~ L ! ' L 13 L 1'1 r ij L I' L I~ f ' ~ L, ! ~.li L L 2438 3 66 m INTERNATIONAL TECHNOLOGY lA I. 'I /.l. I I,.. CORPORATION r I J.A/ U , IV VISUAL CLASSIFICATION OF SOILS PROJECT NUMBER g I ');1"13 PROJECT NAME nof'tN" Q. L t=A>-1E-fd' BORING NUMBER "'NO 1(. COORDINATES DATE ...lz..d 1103- ELEVATION GWL Depth Date/Time DATE STARTED S,JJ.(.,E. ENG INEERlG EOLOG 1ST ~lub'T / 6\.l rLE 1'1 Depth Date/Time DATE COMPLETED S~ DRILLING METHODS PAGE .q- OF !;- ~ ~ 1< , I ! ~ ! , II. f- , ( [ 11 I ~ 1 ~ It ~ [ I~ I: L l~ L U L t r.i ~ u. n: zw- 00. (f)n: ~ ~ o Q. --'~ m;fj~ >- n: w >~ 0_ u w n: DESCRIPT10N --' o III :'; >- (f) (f) u (f) ::J >- aU wz a:;w_ ::J I- lL <1)<I)(f) <(we wz ::Eo U z o ;:: --,0 --,::J Wn: 3: I- <Jl Z o (,) REMARKS dLA'{6f Sl'WO~ L,.r ou.\,I1.'. ~ (n uith s....."'O 'Jc.. ....~ P~c.~ \ L, lT~ ()J'), t'\\!.O. snff, SoL'M.b\<;.r c.L. !tf\,N t>i CU\.'(, t.. r k"'f (.., '1)1 '3t~::, \ LIK'-.')tt1.uE. F~ )" 1-\(1'<;'('"" t ,. . 1.0 r- ^ SANO'l <:~'f, \J L t" ~ (t.I~)) SDff"\ 91LWll;Al'L tEt61.f$ (I...... - U...."'), '" M)\S T t 11- s",.r~ e.lJ>o\{ \ &J.U,$l1\ G..t.I.i (0;-& c..1' I Sbf" t Ii ~'u....... ",Pic.... I '1/ Moo!>r 11' 4.L:t '1.1. 1",/ t.U.1 \'-tU..ro<;I\ GW.A~ (.,6- U/').lII\f.:Q, ~t>f6 G-v-U... ~eCll'l, S\....i ""01'50, C L t:L""i wi s,u'" u:^,."L~ If....L~ ,/(::L\..UIo.>\\" U~\V. (ICo '(It tAh.). .....~o snFf, .sl-r- A/,;'" r e.t. It. \l fM( '" OJ[ S f>T c.L. c...L"'" wi SIl"T L~l"IlLS\ /'Au:. "t:.LlOl,oJl'\.~ BUWN (Ie. '((. flh.) \ I"IE.O. SnfF-\ ~,-, "'dfJo. c.. L NO (Z.E...Ci:::NEey NOTES Dnlllng Contractor O,vfrot. s I F~ 'i;;T- Dnlling EqUipment 6-EDP12(;6L. &'0 I D 1) .. Dnller ~~\..(..I( -$lof"t1', ~()s. E.... 171 E ):;tlr!3 &: fZ ~ 243B 3 86 , , rn INTERNATIONAL TECHNOLOGY b CORPORATION tJl LJ 0 1 VISUAL CLASSIFICATION OF SOILS f' 2.0 I r~ ! 'f.../ I \ I, I' I 'Zz PROJECT NUMBER 81 :>-;., 3 PROJECT NAME "f"Rc.~ ~'C..LSl BORING NUMBER M.WO!(,., COORDINATES DATE 'i /1...llo" ELEVATION GWL Depth Date/Time DATE STARTED ~ ENG INEER/G EOLOG 1ST kl\.J.\(:,lr /bvrL~ Depth Date/TIme DATE COMPLETED 'S~ DRILLING METHODS G-EOf~E. PAGE 5 OF 5 -' >- z a: 0 0 zw- >- 0 OU i= w o a.. a: en wz I i -' z w ::;: a:w_ -,0 ti:: a.. ..s <lJa: >- DESCRIPTION >- ::> I- "- -'::> REMARKS w :::;: w 3:~ O~ (/) oooo(/) W([: Q - <I: 0.. 00.. 0 CI) <>:ii5e s: l- ll) ~ -' ::;: w wz (/) U Z 1Il<>:_ a: (/) ::;:0 ""J. (/) :;J U 0 ("D...) U J,y KIL"'1'" () G ,-;-. LA.'-Il a-~\SH &fZA,y '5"& ub \ "'E.O '!.TIff, C.L - (f-C!.E.EJ..I '::> p~c S, ''''LT Mt.> is'''' - - - :> SK T'f Cl..N.f I ~I~ (!~ (5tr (, Ii) I SGFT;" - 0-5'_ C.H V 1'\0\ S '\ - - "fl~~ C-l~b\ ~ ~ ('SIT uN, SOH- 1.1+ - c,,'t. - Jo\E. !;toN" ell'l.u;. ,,~ - 0''30 SlI..-'t'f C-L^"'h S.a-~EMS\;\ ~ ('.>6101,) ,'SGFr t~ - ~ U""-E:<:.WUl. ~f>lES (&EA<l/.raIL F4"ttS) ,,_'S,r 0."" Sf-NO'{ C1."'i, ~I\ Qu.y(~6-{,,'t), ~'l"M$" l..1t - i---- - p.- o-l. ~ SAtJO'< CLIl'() .....f"O. &4.A'( ("'~ ~ ~()F'l" ~'>r t..\.f ~ - t- a-""_ In S~~ UA.-'/I 1..T"" ouve: ~I ( 5'"'r ul~, ~ C.I~ r - :B: " ""bto;;, I ' l:. L-IL.), llot"tlll.l"'f',,1,&. Ga.",,, .-.e ,..re.. - - O-~ SILT\{ S~I\IO) L. OLWE G~ (5''<;111/1)) V STiff - - wi e.LA'f \ '<-leT' 4r'l - - - - SIL"t'<{ ~ If'J{ C-lA>f I Lr 04~ qv..'j (S";ult), - \.D_ I'\ClP. S'nfF ) ~E.-'\ Sc.. - - i-B - - - - 'lit - - - - - - - .... - - I- - - t- - - - - - - - - - NOTES Q. 2. Y. ~r O,-,E:... Dnlltng Contractor '1)\ \:I e..t...S\~ \ 'Cfr-- ~6'fE . SThpPED B c. 2.u.J Cc Drilling EqUIp men! & Eef'ltc SE- &~ 10 Dr u~sr E.&lILpil"l'tu. -r \0 H,6LE.- . Ik3LE.. TU Dnl1er (I \,!,.uc.1t 11-1 ",.-~ "8A.N~~E.D - f. t.D~ II LEO ^~"I( tYz f<<l" .!.tl.s..lb 1/ Ie ~(J Ref? t /lhlln+- Nbt r T:A"{ c.'{ ~L 6urLE.<<' , L 2..~ L ~"\ [ L JZ!;"" L L L L L 2436 3 86 [i] INTERNATIONAL TECHNOLOGY CORPORATION fv1W 0 1 tl VISUAL CLASSIFICATION OF SOILS PROJECT NUMBER Brz..'2..' ~ PROJECT NAME U<;' BOAING NUMBER "'wc\~ COORO!NATES DATE '1 7.3 0'1 ELEVATION GWL Depth Dale/Time DATE STARTED '!o~ ENG INEER/GEOLOG 1ST Depth Date/Time DATE COMPLETED U-M~ DRilLING METHODS 6t.c Plze e. E.- PAGE I OF t.t -' >- Z II: 0 0 zW- >- 0 00 i= W 00.. II: Cll W Z J: '5 -' Z 1IJ ::;: a::lIJ_ -,0 t 0- <<5 U') II: >- DESCRIPTION >- ::J1-lJ... -'::J REMARKS W '1:1 ::;: W ~ ~ o~ lI) lI)lI)lI) We: 0 u.. .0;: 0.. 00.. 0 lI) .o;:inc 5: I- :vt -'::;: W u 1IJ Z lI) Cll.o;:- II: ::;: 0 z lI) 0 (IJ ::J (j (j 0 i , I. f ~ f ! ,0., L r~ 2- I L [ .,. I: .., [ [ [: [ 0,... t, NOTES t~ Dnlllng Contractor Drilling EqUipment Dnller C~" II ~ (!)~E- c ,~ ~ r:\t.I~ s ANO, 5 'L ''I, OIL. ~e:.l.I."\I.l st ~ fII"",.l(I~ YIt ~h os L \ t'Uo'<\ r '> fI\ ,n ,111 F-w(. ~.wo) '.l. 'LhJ, I) l/,. "IE.\..I.l.W.SA\ C!1l~(1O '<It" ).1,), t\Ol!loT\ "L\ LEJ,IrlL} '1M 'I! UI <b ') .It C.LI\'f, 51'1"011, (;,"E~t,IlYl BUy ('5" (rCl/I), MCIoO sn"C' \'" so.. r ~~'t c.L. Cl 2 4' - ... C!:o...Ar'h SMJDII, ...r et....."K 6-lI.4'i( sa. '"111), '5.T"1 fF) \I, ~t.r M..,'i.'" """ p() o ~Wt-'b 'tl.NOY, n- e.LUI~1\; c.~ (~ .,,) "'".., ..4 P4R."-. '(0'....1O.l,,," ell~ (,0 '(It 6 k.) , \J S"'l~ ) V S Lr- fo\blS'" IJn ~e:.tcv"'1 cu.4'l1 '3ILl'f,OIl ~a.'t-""I~1.\ <<Ay (5li-'{ '-lb), f"\(,O lir~, ~t,."" ru.'<:.r W" E..{. S 11= I <i:.D G-et'.>~e.~ &lelO 1)"- S If C::_~T" ~ ALAt.J ~ c.l.. {..t.. L.L.. (..L.. c.t.. ~ 2436 3 86 rn INTERNATIONAL TECHNOLOGY CORPORATION ~wo I ~ VISUAL CLASSIFICATION OF SOILS a PROJECT NUMBER BlZ.'l'~ PROJECT NAME Tf~ LLUNu...'l. BORING NUMBER f"\~lq COORDINATES DATE 'th~lc..., ELEVATION GWL Depth Date/Time DATE STARTED '1h~'G"l ENG IN E ER/G EOlOGIST .....Lt\(,\r J @OJ., It-~ Depth Dale/Time DATE COMPLETED "112 ~ It;,?; DRILLING METHODS G-eoVqt>~-E:.- ~ PAGE "Z... OF I.f ...J >- Z a: 0 0 zw- >- 0 oU i= - UJ all. a: lO w Z I -' Z w ::E a:w_ -,U I- ~ l'- <>!l (fJa: >- DESCRIPTION >- ~ I- l<. -'~ REMARKS !l- :::;: 3:~ Oe. Ul UlCJ)CJ) wa: w w 0 <C !l- Oll. U CJ) <cUi!::. 3:1- - <f) -'::E w w z Ul >- U Z I- DJ<(_ a: (/l ::E 0 OV~\ <Il ::> u 0 in".. U t.LA>i 1...L't~1 C'~..nH 64"'f (Sf.. (,/1), f'Vo() snifJ - 13-4- ..? SL.l- ~s.l" t.l - - I-- - OJ...A.'11 SlL'i\j'I6-IlEcs...r;/-l. G-~ ('5""6-<./1), l'\~ - ~ P/W.Se.... ( I"- - ~"'lFI="\ <;1.., ~~r, C>1'l&A.....C-'>. ?~rt~) - - ).: - \ ' "'\. e..L. ~ - - ^ - - - - - - - C!.LAI{, 5'Lty . ~K/...'H\. G-t..A-'i (<;/3- bit), ..$% - - '"'. 'SL~ ......c..'I.sr tL - \.0 - - I- - - ~ lOLl. , - ""C> 2.€-cc,,,qy - ~ ;~ - f'--.:-- - - b'~ ~L4>.f,SILr'fl t... &LlJU,l\ GU>-y (S\\ ,/.)) 'i.hfFl t.L - <;: L'f"" f'<<ol'i, r - i>> ' f> - - <lu"'f I . II., ~\f I <-"f""- e.l,.u\'nt 6v.y (5"15 '7/.) I S~ - b,\1 f'\M '> r c.1-i - - I--- - - (!L.""fl S~l Y Lr <E;-t'-A'I C.,'>.i~),jo\bP - ~o..~ 'i.T"lff. t\bl5r "e\V....LV~) t.L. - f---- - - - ~LMt, ~"'1'\.IDof I' y, Lr- G-rAy (MB), - 0-%- ll!otof r I f"\C,. ~.,..... c.W - - ~ - ,I;;, NOTES Dnlllng Contractor U'''fCt:S 1f"\€O Onlling Equipment GeOf'\?t.~L (.61(,) D. Driller G...uCX .tJli~~r1 Je. '1 €- ~ AlAJ.J r r, t ' ! l 1 ! t. L 9' L 10 L L C II L L L l't. , L 2438 3 86 rn INTERNATIONAL TECHNOLOGY n CORPORATION M. LJ () I ~ VISUAL CLASSIFICATION OF SOILS L f-r- PROJECT NUMBER B\ 1:'Z'''' PROJECT NAME Tl1b"~~ LL'C.-AfuWS BORING NUMBER ,",wol'1 COORDINATES DATE l-Jh~\t..~ ElEVATION GWL Depth Dale/T!me DATE STARTED ~~ ENG INEER/G EOLOG 1ST ""\L~lr I A.l 'r"L~rt Depth Date/Time DATE COMPLETED ~E.. DRILLING METHODS G--ec>QQ.bae. PAGE '!> OF '1 ...J >- Z a: 0 0 zw- >- 0 ell f= ~ w all. a: aJ wz J: -' Z w ::2= a:w_ -,0 I- .., </ja: ~ ll. <(I >- DESCRIPTION >- ::JI-ll. -'~ REMARKS ll. ::i: 5: ~ 0:2:': fF)fF)fF) Wa: w w fF) C <( II. 00.. 0 fF) <l.:wC 5:1- ~ <J) ~ -'::2= W II wz <J) ro<(~ a: </j ::2=0 z {~'::~\ C/j ::J 0 0 0 - t!..lA'Il 'S f\ 'NO'l '\ L r G-ll E.E..W\S" G-tl.A\./ ( S'6- ~J I) I - \,b- 'SC>f'\ W~\l "'2.~~__ t.Ml-S6..,~ SJl,>.iD t.t+ - u~'6 - ~ - - In - ,- - '3 I--- ^ - c:.u..'f I SANO)!1 Li Qa.~'toJ.'it\ ~ (S-G- e.11), - - St>fT \ V MC>lSr I 1. ~u....w.. Q.M..ec.t,)J\-{E i~o t\-\ - \,b - - - ~ ~ _'I , - - NO lLE(.OvEoL"I - olt - - <clio - lA.I ~I..A.>.J '\ SAND..j 1 6-lt'l 'i.MSK 0-- QJu.{ { -s- cr'( u-; I ~ - - -oJ,- .....c.o ~'t'\fl='l 'Sl.rMC<l.'!.'r; '2.-u_.... e.w.~M'E... l..L. - - <;1\-11.>0 I u-I(;I_..... pt<<Sp:M-tl. f"e61:l.L'; - - - I- o.'{- l!.lA'[ 1 ~ J o-lt~~V c;.a~ ('>6''< vii) Nlx-wl CL - OK.. \If. c.lt.....ore.- (U:1,,( ~ IIP)I ~'nFF"I" ~ ~\... """,ISl @'1""UJES 2-(, "''''' - SMootl - c,. ~o.4- e.1..""f, ~IL~. G-Il-U.~L"'IA ~ (S""6><c.j,), '5;M~. tL. - './ 'SI.(- Nel...r, 8'I.lA~6-<". '2.-L............ ~~ ~ f--- - 0. L(- F SM.>OI <'LA'IEt, 6-(l.E:EuS.1l- MNf (..-G-'(t..!1) \ snff, ;G - ~ Sl.. r /'O.Ol.S T '"-- - 0.'1- F 'O.AivDI ~L.."'Ib.ll L.r e.w,::.u~ (~nnll), STIl'f, 1(, - - 'I 'SL.. r 1'lC..':. r - - F 'i^I\O. cLMj9{.. Lr e l.UIS<< (}rt4f (s-e., I,), - - "'C!." S r>.ff > Sl.:r f'l,61~r, Gv.>-f ( M'.O '>c.. - \,0 - 6u...1';:" ~'! - 5"& ""II) t,.'WilL-S, - - - ~ "I" NOTES Drilling Contractor 1)1"~""lRlBJ Orrlllng EqUipment ~~&~ G~la pr Dnller C,*l.DL ~ H 'Gr.., ~~E:. ~ ALAN f\N fr ' i r' \ ~ !~ L r" L r ~ L [ l.: [II "'" \1 ~ ~ L~ I ~ L I: l1. l" ~ ~ 2436 3 66 m INTERNATIONAL TECHNOLOGY CORPORATION PROJECT NUMBER BORING NUMB~R ELEVATION ENG INEER/G EOLOG 1ST DRILLING METHODS ""'''''' fv\w010 VISUAL CLASSIFICATION OF SOILS PROJECT NAME COORDINATES GWL Depth Depth 'WI...... GE.t.~e... ~ CL~ DATE 1.t 2~16!> DATE STARTED ............L DATE COMPLETED ~<- PAGE OF S- Date/Time Date/Time VI'" L F.o.t. Th l.i' II: 2W- >- J: lJj 00-- ffi ,>. I- ~ ,...J (l'J1I: 0-- >- 0-- ~ S"~ o~ W 0 ~ <( 00-- 0 fF) ,...J::i W lIl<l:~ II: (I'J l ' l' i f ' L I I I _ t { . 1. , L L &\ ~ 5 ~ JJ II NOTES , '. Dnlllng Contractor Dnlllng Equipment Driller ~uC..JL ibS.~ , ;f, ~ DESCRIPTION ,...J o III ::.: >- Ul Ul o Ul :::l 2 o ;:: ,...J U ..J :J WII: 3: I- Ul Z o u REMARKS >- o u W 2 II:W_ ::l I- lL (I) (I) III <((iit:. W 2 ::i0 u " "wl<- SAuD, 'SILty, I..r OL IVE- G-U,/ (S''('(P/,), 011'/1 ~oors t,M II F SN-lQ, '5.lLt'{\ Lr 0 l,.l\l E. <J-rU>.f (1"'tUJ4)J 01.'1, 10 ....... QMt.~ Pb6&.6~ 7M ~ , ~ F ~NO, ""'-"rj \ l,., C>l,.'\Il;..~ (S'< to Ii), 0 IZV, ~A<t6:NME., P6Il6L€C'lo.le coe.au:.sl Shl.T 1..e....'flU. J=. :Sl\"'Q,SII..l'1{) MfU) ~ (N~),\I Sl.r I'<6ISr ~M Q ~ ~ oStv1 f" 'loM\lO, S ll...1'{.,.u;.o kAt (~S'"), Sr..., M.e.~')r ~f'\ ~ () <) F 'SAlVO, "Ill.. rv\ eLIVe ~(S"'f 1.J/l)\f\.CJ,sr 1M F- SMvO, Sll..."'Il 611tt.w..o'$.H 81.hUL( S"'{I{ oz.l.), ~ fo'll:ll$l' , l\-6"'....QI.I.J, (lit ~It. So (1l.OC 0) 7M ,1Vl ~c.. Q. Ul. '( 1 '",:,lL ry, r\~ 64- A'f. (lJ~),...W IX / f'1ltU... tl.e.QOllOlI- ~ (,O'<4.'5i,,)/ '" '5T'lFf) 'S....,MC>,"r C.L C:./..A.'1, ~''-l'l{, ~ $.......,Cm-),1/ ~1"I~t SLr ~s,... c...t.. c.UI.-~ I '31l'rY ,J.4E.O ~ (..:r~) I V Sl\ff, v $.:..r MDI')"" {,l l::> \\JU'S Lli\ 1:.0 G€.c:>Ptloo1:: l"lI,ID Dr ,....~tT"'t -Ol~ "01:%.1<' (k~,...6...lf" (~\nA-L o€=- L c. G- MO\JE.O If-J€.-LL l.-~"-.l Af \""E...tt. ":)6\1L 130<( t-:;(,- wAc;. ~ Go. ~O>..Jnl<Jv &f.~W~ w/ vE~ \...e.x:.A.."1'""10J.J ' 2438 3 86 ED INTERNATIONAL TECHNOLOGY CORPORATION MWl)'20 VISUAL CLASSIFICATION OF SOILS 1- PROJECT NUMBER S\2'2.'~ PROJECT NAME 'f"Lo1'1l.'< <:'LeAN~ BORING NUMBER t'\V"'O'Z.cb COORDINATES DATE Y12.~ " .,. ELEVATION GWL Depth Dale/Time DATE STARTED s~ ENG INEER/GEOLOG 1ST ."...1-\6\1- /a\>t(.EL Depth Dale/Time DATE COMPLETED s.~ DRILLING METHODS '-EO('(l.C.6e.. PAGE 2 OF S- -' >- z a:: 0 DO 0 0 zw- >- i= :r; - w z 0"'- a:: []) wz -' w ::E a::w_ -'U I-- f "'- OIl (I) a:: >- DESCRIPTION >- ~ I-- It- -' ~ REMARKS "'- ::E :5:~ 0_ (I) (I) (I) we:: w w (I) Cl ~ <i "'- 0"'- 0 (I) <iiiSt::. :5:1-- (I) ~ -'::E w 0 WZ <Il w<(~ a:: ::Eo z I,<:'~~\ (I) <Il 0 ~ u 0 - ..! l!.L..oI.l() L\ O/....LVE.. &tAj (,,~ f,,{I) ,.'Ol{l"-.O - - <' wI \.;r G-lU"'..EtJjSj.\ G-~I (S"tr BilL S TlFF; - f- "!;'- \l, 'Sl.-\ MC>I S. r l!.L - \, f- - - ... - - - ......~ - - ~ - - - w - ~LAy\ ""T' ouvE 6-1lA>( (s-'tvb) NlG wi - 0''\ - ~t::cwv,sO\-~ ('S'(fL'i/.) KOrn..E:.OW/ tL. - ... - \..;- ~ 1.$ v.-.61Ui (S-6-I~/,) 1 STIC"~I '{" SL-. - I- - f"\b1S .- - t---- , - - ~Lf\-"II Lr DLl\IL (:rflA"'I (bY (,11) M.DI\1.f-O - - 1,0-1/ LX 61t!-'V-'f>1\ 01lk-( (50- e.I,)) V <;.nFc; - I- - W' - \,U \J, 'il..l MDI';'r LL . - - - - <> - - - - - - '-LAY I t...'ic,uvL frfl-AY ( "'"< &f/) MottL~P - o,"l- ...../ LT ~'V-lt~H G-fU..>..j (S6-e./I) f'\.1'J( c..L - - wi L-roL-/V!L - - - r--- ... - ............ /9ILT~1L1ffitlM.f.WlSV. ~'1(Slt'< al,), - 0.<(. 1.H- - os: GfT") " t'00l~i - - CL A-"I \ SIl.. ,\{ .. L~tt"\ ~tN IS 1\ Gful-J (S"@'( 81,) j - e,~ ~l+ "" Y S6fT 1 \l.JE.:. - , NOTES Dnlling Contractor 1) \ \J EeLSI FlED Onlling Equipment ~!Z.of\F l.R616 .0'\ Driller C\.H'II'IC. ~ wl!'~"T"'" ~t: 11 I ,"IV.) A~ .,:< ~ , - Lv I I r~ 1 r' l . [ ~ f > I 1.J [ ~ 0, ~ ~ ! : ( q \0 l ' ';' f~ II [ L l'l r; li 1 ' i \ IJJ I ; ~ 1 l:i 2436--3 86 [i] INTERNATIONAL TECHNOLOGY D 2. 0 _ CORPORATION "'" W VISUAL CLASSIFICATION OF SOILS L '/,0 r d [ I' L L it I l.j ~ PROJECT NUMBER !.l"2,"13 PROJECT NAME ~..~ ~,-eANE.lt'> BORING NUMBER COORDINATES . DATE ~, Z~ lo!l. t\ ......O'"LO ELEVATION GWL Depth Date/Time DATE STARTED ~ ENG INEER/G EO LOG 1ST ....\\.""l!'r" I ,~ Depth DatelTlme DATE COMPLETED So V"< 'l:. DRILLING METHODS ~E... PAGE 3 OF ? ....I >- Z C!: 0 0 zw- >- 0 00 ~ ~ W 00- C!: OJ wZ J: ...J Z W :::;: C!:w_ ...J U l- e.. <<l (l)C!: >- DESCRIPTION >- =>1-"- ...J=> REMARKS e.. :::;: 3: ~ 0_ Ul UlUl(f) W a: w w 0 - < Il. 00.. 0 (f) <we. 3: I- <Il ~ ....I:::;: W U wz Ul a1<_ a: Ul :::;:0 z <Il => 0 0 u :> rs.U,i , 'i Il. T't, l.. Y Gte~ '..1"61.\ 6f. "'Y (") 6-'{ 2/1), II Scf{\ - ""EX e~ - - I- - - f-- l!.....ll.>.t,...,'--\""'f,u..()-(.~\:i.1\ G~ ("'-d-i t.\.),S<l~) - -...:. ... - g - - ... .....b\~r tr\ - - - - - , - - ~"h $\\S'il Lr 6-1tE..'ton';"" 6.."., (S-ot-"'flh~... #O\t:>() ~ L - I- ... ~L... S'l;"\/"f-,M01",,\\ i'~f'uM'<'_ 'i'~ '2-10........ ""'" - ~ - - - c:.u.,...j \ S1'--,"", ...r e,.ll.t..~ ~ (S""\t~ 4,\~) V SOf"'} Lij - - ~H'O) G-RA'l;IS\\- &L\.1E.. 642.'L"W (s-a.&-".-h_) ~1J..>.f - ..;> L'l...1r<1...S I ~i.""<;(l'L~ - - ... - c.~, !o'U"h L, I.-tiI<1IS."' 6-1U.,/ ($"G-'( al,) \ '.J s,0t"'. tH- - ..... u-, CI--~ l'lIJ..-IIUJ L ~t.~ (S" ~$"""I'l.) ~..l1..y - I..'t.un\.... - ~""'I)G~\\-~ (~6-'" ~/.)\~\ r- 'I- - - I- - ,.., \.-.;. W / QA>LlL" e \..Lbwllo"" c.u...."rE- (Il:. '< It. c../u) - I- - """ 0 L"'- C>L\V...... e r..u.....o-J (~'( s-J",,).. ~ nF'::, t/.. - ~ - ~ Lr MCol')'r - l---- - ~\ S"'NO'i,<H!.L"b,HS~ G-e.M( (S-&.^,"c....b) , - \ tl-i ,I- - 5.0. f""'\"\ /'I.e.... <r - ~ - - a......,,\ D\L.. 'fE:~\I. Ct~ (IO"{t..4r,lCQ), - I- - Me.1';lE:.O, ~ ,..,,\~ .....} L. OL\VE.... l!ooU~ ('3"" t;/Ia) C.L - - ~ I " S/,....! "'&\s r 6-t..t..'W ';f'tC-'" I - \ - - c..u....-{} (H_E.Q..lI.\U,,\ G2.b.( (5"'6" '" /I), M.br\L~D f,t, - , - l-\A-e..O, \I $L r N.c.L5.. - ~. NOTES UWE.€..'?:,\ f\<c..o l Onlling Contractor Onlling EqUipment (,...(O..Nt(W.~E........ 6,(~ 1'0 Dr- Dnller c..<A~(.., ~i+liT~ ~l.:J,Se..... -o,t .(0-11';'( It V I' t1. I. f~ ! \~ ! .. I " , I ~ \Ii f i _ I : . n 2436 3 as m IT CIIRPORAJlOM fVL It.O D Z OJ VISUAL CLASSIFICATION OF SOilS PROJECT NUMBER '0\'2."2. ..,~ PROJECT NAME \" ecN-'( C:...~ BORING NUMBER M.wO"2-b COORDINATES DATE ~12."3/6~ ELEVATION GWL Depth Datemme DATE STARTED ~L ENG I NEERlGEOLOGIST ....\I..~\r lel>"T\..lStl. Depth Datemme DATE COMPLETED 'S.V"' L DRILLING METHODS ~e.... PAGE tot OF r zffi~ ....I >- z ~ 0 QU 0 oc.. Cll wz f= J:~ W ~ o::w~ ....IU ~Ii (1)0:: >~ =:>1-l.L '....I=:> S:~ o~ DESCRIPTION (I) ~~t. wo:: REMARKS U114 00.. U In S:I- Q~ ....I:::!; W U (/) 1tI<t~ 0:: 00 :: 0 z lJ) ::l U 0 \~ U 0,"1- tl... tlL/Y-/, Qo..tLLL o~ 'ifLj..J;MJ (lb'1'-"'/"')1 rocn:lE01 I.' \\Ml..O I \j 'SLr MC,HS, L.L I I I ~ t'\ ...0 e.-~VE..JL.( L f ~ 2..6 1'5,(,! I' ()..~ S#,.O.,tQ,e~,/, tr't.-~\SI-\ ~ (Sd- a,/l)) 'tc.. i ^ t\\)<. v.l / ~ <>'yE.C 50 \ "', ~l'" ....ET" ~.......o, C!. L)..,/~ I G'a.E4.s'5" UA'! ('><:;-(,/~, Ml'l;. ""/ I ' ~ G-ot.~ 'S pL<!-." v, s(.f r :SA ~ 0 ':1(, '2..1 1:" f . ~, ~LA"jE.'fl G-1!.f.__6\l. 6-ft/I.>( (5'6-U").M.H~ l L 0."- E-E.Et...o s.pa<.s, v. SCfr, ~e..r 1l.S- k r ':2-2- ::-.,.- l.rl ':lo~D, c.u..'fb..f\ G-r..!i:~G-ItJo.j ('5"6-61,), L r jIIII ~\..... >NI 4-tU:.~ ~~I'\i, ~r,diA-T'Q- L~ 1.1.{ "it. 2.~ L ~lWg, C-t..J..,/~ 1 c;.1tE~v. 6--o.y ( 5fr-t..,t, ~ Cl.~ ~t L ... .st.f' \ wE..'. '2.'-/ NOTES t: Dnlllng Contractor Lh'\.JEes\~\'t1) j) G-cbPl26flEo. G.G I() i)\ Drilling EqUipment I' Driller C\l..\..3L'l.. ~ IiE~1"~ ~ ~'::.E.. 1) lG; KDee<< r ,jJ 243C+OO [j] If caRPORATllIN MWO'2.0 VISUAL CLASSIFICATION OF SOILS PROJECT NUMBER 8\'Z2"~ PROJECT NAME T~~'<. CL~S. BORING NUMBER M.1.I..JC)'Z...C1 COORDINATES DATE y 1-2.0103 ELEVATION GWL Depth Datemme DATE STARTED ~"""""E... ENG I NEERlGEOLOGIST w ,U1..tl\"\ I OUn.li-2.. Deplh Datemme DATE COMPLETED SA-A<\ E..- DRILLING METHODS ~ E.c>fe.e:e.E PAGE ~ OF S- 1-' i I O::~ ..J >- Z 0 0 wO Zw ir ClU i= oc... III wz :r:- -'z W ::2 Cl:W- ..JU I- V" II.. Oil (l)Cl: >-::' >- ~l-lL ..J::J 11..6 ::i w ~~ o:t DESCRIPTION ell (I) ell ell we.:: REMARKS wI!.. 011.. U ell L5~C ~I- c~ ell c... --'::2 w U (I) ~ (ll<(~ 0:: (I) ::20 z ?~l ell ::J U 0 u '2'1 SA,..I..>O, C!.<...A"i'i:'f1 c;.l!E~I.S\l.. 81U.,/ (5fi.'{ 6(t). c,.4> $f,f-", ......Lr ~(. I---- ".15"'"1- - ,.,... D) C. t.A-'\j 'Of) G-<.~ 'b..lG y. &t/.A'f ('S'tSrV eaj.), - 'I .l)h,S€j '$4.T'D ;1.g ~( "2'..:> I- - - "- '2.1 - - v(J - 0 - I-- n,'l. S\L r ,C!.u..'-{~, <9-R.t.tr->\S\I. Gv.I.j (S G-'{ lo!-), o.&' Mil . " Ob->'Sof\ w€...l'"" "2."1- - - Ch'-j ~cr, <::.J...l,."l'i\{) ~t~lSl-- ~I.( ("'-6-'1' lo 1\) \ f.l\11 " tl6->S1?- \ ~L-'---- ~~ ---= (S-6-'I' (",11)1 S H.. , , c.u.. 'I 'C'h Ga.z. bolS \I. '<d.J.-y t'\~ (3 d.. ~"i LW....L!.) ~::.c;:\ /'-I.o!>,s:., 7.:'1 t---- ,p. - '0"4$.4 Jfl :D'P j.1{tJflp,..L11/Jr/J! vi b("...,~~p1\, I 'Ii h 'jrd c.l hf 1i-+t-fJ. lifW\t~4-,t)t e..'f,1*<lt.., IrON! 2,q +, "'3 l? I '!II> . NOTES Dnlllng Contractor $we~,F 'EO Dnlllng Equipment G-~ 6&10 Dr Dnller C~'.::X'1t' ?H~tT~ .1~ ~ €- "0 . G I(D AE<< (f 2~ 3C--J-OO r~ I i ! , r [ [' I: [: ~ I: r ' f ~ii $ , L C L L [fi INTERNATIONAL TECHNOLOGY CORPORATION (vlW02J VISUAL CLASSIFICATION OF SOILS PROJECT NUMBER &\'12.1') PROJECT NAME ~of'l4,'( Cl,J:;l'\tJC.tS. BORING NUMBER MWO'Z' COORDINATES ELEVATION GWL Depth DateJTlme ENG IN EER/GEOLOG 1ST W lUlOlo / e,v't'LLiL Depth Date/Time DRILLING METHODS H-.......O It\..~ ~ 4' _ ~ 6-Et:,f'IZo~~ DATE yrz~lo~ OATESTAATED ~E- DATE COMPLETED Sl'U\4S- PAGE I OF Lf J: ~ w ~ I-- ~ ~ it .::E w o _ ~~g o a:: ZUJ- 00.. (f.Ia:: 3:~ 00.. --'.::E lD<(_ (f.I )- a: llJ 13i: Ll UJ a:: DESCRIPTION ...J )- z 0 0 o u i= lD wZ .::E a::w_ -,0 )- ~I-u. ...J~ REMARKS (f.I (fj(f.l(fj Wa:: <Il <(Ciit:. 3: I- 0 W Z <Il Z (fj .::Eo 0 ~ 0 0 G.b - ~ 4ONC'..ItEl"E. - ~ S,M" 0 I ... r 0 L.,VE. G-U.<f( ~'( fill') ,f'<4lsr - - - r - I , , iF'iJ ! - I - ,.".- to..... - ~f - - I--- 14',;. "'0 l# 2. I- --1'10 f---- L o.-"t- ~ -O,o.t L .3 - - G.~ - I ~ l J; a ~- l.f ~ I ?S" L ~ V L ./- - ;- 0: r ~ L - Gf>.. L f- - 11,~ - 4 -- NOTES I Drilling Contractor Dnlhng EqUipment t" Driller Ul.UUL L ~cbe.. III ~ <:t , !.ANt>) Sll T'Il, f,c.o.......'U\ &'0\,/,.1/: (OSYt '1/1) M''ll wi ......'(.\(1\'( (tn) 't1L.t"j I"\(;\-:.r ')M - - - - o .2 '< '::t f- S,,"NO, S\L 1"'f, t.eO\>..o"'...\I- .!LACL ('5'(€ ~/I) I ~~~T" - - "'1 - ":' F :!>NJO, Sll..l"'/ I Ql..Wt. 6l!A1f( OS'!; 4/1) I ~, 8 "1'1 - - - ~ :9(INO, Sl L TIf I l\Oorcelt1t,. ye:Ud.I.:>~ ACUJ.;rJ' to I{ t. #(1), " MeOl';. r ':t M - - oil f'" ~ =-1'(' -"'eo <<.1L.I....f.. 1101 ..J.J 1, C:r(. :r""'. WEr.~ ~ (.., S,v.,(), l!J.-A.'l:E>c',r-oo~la.I4Jofol!; SlWlu(IO,<t. S"N.\\~l\-rol!lOf' ~(". - - > fir> rt E.COyr:.e,'{ - - - - - - C-U'f' 5A.NO~ )I'\(,.D LT" G-~'< (N (0)\ 5TI R\ 'SoU- I'\blS" , t'rftLJ.u04N, O'U"'4\IlCS (N.:::U) r ~1S.) L. t.. - - - - 41" Uv~(Is.'f"C'i.O ~~i'II.OGF_ (DUll b D I '7 I'\'i:.t-r, '0 I ?. K/) A~<< NOn:...' \N1lt1:€.e. e:.~f.\7'CD ~ 8c>~t{6LE- A\ '--I f"r ~ , 2438 3-00 m INTERNATIONAL TECHNOLOGY CORPORATION J.;'\lAJ D '2. 1 VISUAL CLASSIFICATION OF SOILS PROJECT NUMBER ~ l "Z.'2- , 3. PROJECT NAME nef'l:*-''(! ~ BORING NUMBER I"I.wO:tl COORDINATES DATE LfJ.!-4.hl ELEVATION GWL Depth Date/Time DATE STARTED ~~ ENGINEER/GEOLOGIST w~ iT"" / &un..~/L.. Depth Date/Time DATE COMPLETED 'S~ DRI LLlNG METHODS ~?1ItD6E>o PAGE Z OF 4 a: 0 ZlIJ- >- J: lIJ Z ou. a: -' lIJ f- ~ U. <'II Ula:: ~~ [l. ::E ~ ~ lIJ llJ 0 <l: Q. OD- 0 {I) ~ -'::E W W<c- a: ov" Vl I' b r 1 , " , r'< - Z 0 00 0 w wZ ;:: ::E IXW_ -,0 DESCRIPTION >- :J f- "- -':J REMARKS Vl {I){I)Ul W IX Vl <cUi!:: ~ f- 0 wz (I) Z Ul ::E 0 0 :J 0 0 etA'll ~I ...rat"',! (,.,n).~lfFl "J,I..T l'1t>\'>rj I'I1fX,iL 1Irl.l\.o'\~ (Ir.lC:(,O!' ~\5) et.A."j\ ~M)ill L:rOtAi(""} ) 'S~Ft 'Sl.., 1"6...r, A&,,~ o<l6MJ'CS (u.OOD ~ ~) (!Uoil ~OYJ L.~ eu").f-\6t(L.q),V"inR'-,,, 5LI -fir tL tL. LJ. (!1.A.'11 '3tL-'r'{, L r OI.IVE-GIlAt (~6'.), Mttt.F01 jOt. 'oJ 'SL-r I"4lL~r "!It1fF t,.. CJ.A>.i1 glL-l"'f, u- c.uv~Gi2fty(S'(,,/1 jl"lC.trt.kO, I,J <;,nFj:.j V SL./'IC;wt'1o r t L. e.l..N.{, 'Su..:ry I Lr D-flA..{ (,..n)) f'(6~U:O I 'oJ snA=) ~ Sl..r LW.sr- tl f'Jt.l. rt..E..CCNEt:y f1uv." I..f ~~S\l G-aAY (.5"6- f.{ I) j ~ r. J.\(),~ T'" c.J.+ <!.u.-'(, ~"'--LYIcw.~euSIot G-iA'f (S"6-(pll)) SOf't"I f>'.C>6 r 1 '2 ~(",...- ~IHE... 6M-u>~ t a L L L 11..- NOTES Onlllng Contractor ~\IELS;lf"rt.+J t: Dnlllng Equipment ~fm;.1\~ Dnller C~IJCSL ,ttur,\ .\,t:lS.~ f)1€F-"{JE-f? (,(,Ib 0\ u 2436 3-86 1- ffiINTERNATIONAL TECHNOLOGY {J 21 CORPORATION f11.)J VISUAL CLASSIFICATION OF SOILS PROJECT NUMBER 8r2..Z 73 BORING NUMBER f.\l.NO"l-1 ELEVATION ENG I NEER/G EOLOG 1ST DRI LUNG METHODS SoTtEL PROJECT NAME COORDINATES GWL Depth Depth -reo .fI,(o Dale/Time Date/Time C!~~ DATE 'i z b3 DATE STARTED ~~ DATE COMPLETED ~"rf(f:. PAGE "3 OF if t:... r .- , i ~ 0: zw- > J: W 00.. 0: t;: .... ...J ",0: W l 0.. E;~ DESCRIPTION W ;:;: ~~ 0 <( 00.. (..l ...J;:;: W Oljj_ II: ...J > o 0 U m w z ;:;: 0:; W - ti i7lt;~ '" <( Ul t:- o W z '" ;:;: 0 ~ (..l z o i= ...JO ...J~ Wa: ~ I- '" Z o o REMARKS f ' f eCA~ \ 511."'PYI '- '{' 6rtE.E>->lSl+ t1Ui{ ($" (p( BI ~. Slf.... ,"'1r tH i ' ! ~ ,SA-uOfl L. 61Z.~" ~ ('>6"'(' eo!- )" SOfi\ SJ\.rol"'l.-l",- ~~ 6~ LH I ~ i ~ ~ Ip r t.1.A'i' ~~ 1l.,GEW&LI.lHA{ ('5'" tt'\' el,)\ sa.....-) NE.t"", 'Z..-L-_ ~ ftMwS eM l r c , NO eEoovr;Ay L I: E ~ ~ ~ ~'{, S~oy,tn.E.E.I-l6&l St.A'I{ 'r6''f. "'II I #'\CD WfFl f"Cl'ii.'j 4 ~ 'S/("'~I'U~ I>JI L T QUUe GU.'f( ft ~ll) t l ~u...r I..-~ll-s., 'l-b_ ut.eouA~ cSrr.A wS eLA-\h '\IL i\j') 1. r OI-lvE G-fNl (S--'( <6ll) I MOO lI"ffl ~~r ~L t. liJ..A>.j, SMola 'I, L.. "3oT1j!F. tcOLS. " ~ ' L f!.LA-'l1 <; ILl'{ I L'- 6{..l.)) E.. <ifP1 (')"( (r, lL) I "I.IHtl€.P IN/ OA't.. yf.l.Ij:\II.Ksa ~ (LO '(f. 4/(1) KIJC., C l,... 'I 'SrtfFl V ~Lr Ne>l~t- L L L u.~R NOTES Dnlling Contractor ~ IV e(S,,-c;.~ Onlling Equipment ~~e€- tDulO or Onller 0.~ ~}f~T~ 1.C:f:,. ~ 171 ~ K do f'a 1< t. _ 2438 3--66 [i] INTERNATIONAL TECHNOLOGY CORPORATION MtJO'l\ VISUAL CLASSIFICATION OF SOILS PROJECT NUMBER 2.\"z. L'"l."\ PROJECT NAME ....-c!.b ,,"'I c..U..A....~..If..~ BORING NUMBER t'M.f.fl..\ COORDINATES DATE ""Ih..tl~ -- - ELEVATION GWL Depth Date/Time DATE STARTED "J~~ ENG INEER/GEOLOG 1ST ~\L\\t>~, / e.ut"L~ Depth Date/T,me DATE COMPLETED ~e... DRILLING METHODS G-te:.f"2C>6 re:... PAGE y OF 'i I - UJ ~ ill -' ... I- ;.J 0... <>Il ~ ; ~ ~ ;~\ CC zw- all.. fl)cc S:~ 00... -'::;; OJ<(~ fI) >- ~ w >- O~ U W 0: DESCRIPTION -' o OJ ::;; >- U) fI) (j U) :J >- 00 wz ccw- :J1-lJ... fl)U)U) <(me w Z ::;;0 o z o f= -,0 -':J wo: S:I- fI) Z o (j REMARKS It 0.'1 (!.l...A'I\ :nt-T""tl GLeio.~S~\- ~ (5""ilF( "1.)\ Clt""lffl \j, SLf"" 1'\b\3r tL - - ~ ~l>o ::....: In I"'" .IP ~ 1 CLA{~ '\) k2'tu>oS" G<U.>.f (5""""'< ~ I ~, f"6O, 'Son FF. ""bIoS\' 'lc.. - f ~ ! I- (}..&- - 19. F=-- ~ - - - i" - \,l:) - - %.fl- (?,l{- t..l..I\>..l\~Chf~&-ab.>\S~ ~ (5"&'(~h), t'IO-O ~t"\fp., MClo'~ T"" - c,L - l ' - - L ')'Lry~..1~6t, #11'( 04 Q.1L~ CM>J t..\:.o..>1'U, ::c,.r, C. \1- "'COl.';>", ~E.tLA5 Ll. <!rlZ11 (~6-'( to/.) - - " L - 0,(., - - 2.t-(03,tt I- - - l,b I- - - - ~2...-_ Ch'l... - - 1.'2.- ... - '2J. ~ _ 5&,3 f--- ~ - 0-8 - ", L. \ <LI.A'l ~ I""'CI() 5rlffl f"\Cl Jl. r: ~"""-S\\-~ l..- 6'''; c.h) c.l.. - L ">- B f-L...~ SI\.o.oO, '-lM/,t.'f, (!r ltf:eu~ Gi9.'.( (5'6- GIll), /0\,-.: .../ l..r 'lol._\\lE ~-.-.lU (~'{ s-/u) ~l):.fl /"lea '''ff\ .....,,~r - - - ,,~ - - - - ,- L L $!"-"'E.. ~~ At6'oE, B1VA.LvE. ~1 CJAy~ 'S~\ G-rz~ll &<<.; (S""6-6.(~,,,,\.'(. ~( 1..., <>I..-,....L- b1~ (s-'{ ~Ju.) ~I ~a ~'t"\fF\ ....C>\$r- J,(.., - - - 'ic. - - - L C.u...'11 F '5A>JOVl ~-~ J.~ ~vlL. 1c.. - - - - l t ~ - '24 fl,. NOTES I I L Dnlhng Contractor U \....c=CS\F-If:.O Drilling EqUipment Gf:c:.?u:.flC::.. (,(,. t D Onller {' %L!(.. ~Ht~T1 ~O:)'Eo- 171 ~ ":-OA?12' 'D"l f L, ~ t 243B 3 a6 ,-- m INTERNATIONAL TECHNOLOGY i . \ 1ft" ..., CORPORATION t.I\ l/""" (J '" "- VISUAL CLASSIFICATION OF SOILS ,~ ( - , ! I PROJECT NUMBER &1"2.'2."3- PROJECT NAME Te.ofl-\~ C!. Li.loo->'UC..$ BORING NUMBER '" l,.J 02. 'L COORDINATES DATE Lib-~b!. ELEVATION GWl Depth Date/Time DATE STARTED ~......L ENG I NEER/G EOlOG 1ST ~\L.""~ / eu~ Depth Date/Time DATE COMPLETED '3,...........E- DRilLING METHODS ~D ~ n:::. '-I \ .'\\Ow ~rzoOE..... PAGE I OF S- ...J >- Z a: 0 Cl () 0 0 zw~ )0- j:: W oeL a: aJ W Z :r ~ ...J Z w ::i: a:w_ ...JU ti:: eL <<l {f)l!: >- DESCRIPTION >- ~ I- "- ...J~ REMARKS w ~ ::;: w S:~ o~ {f) UlUlUl Wa: a <( a. on. U {f) <(Uie :s: I- Ul >- ...J::;: W U w Z {f) I- aJ<(_ a: <I) ::2:0 z {f) :;J () 0 U ~..~ 'S~ "I(l.~. "",l-f-fRlbWC's<<e t>h),t:J'1. - Ore l~'"- ~~nH~ S...M -'T 0..6 Fr \ ~l\NlCS (fIlo.~) SM - - - - - - - - " Fw( 'SANDI '!i; ILlY \ Bu.....'" IS II G-rzA>.i ($'( It.- "/I)~ - (;.lo- 0; LX t'\(Il.$ r I L.(lO~ c.. 1M - - - - \I y FI 0<10. SIlNO) 'l(e.u.owIS+t (;1.."1 ( 5"'( 9}.) I "'f>'51 \ - .a- ~ f'\,"D o&JOt. Sf' - )) - :> < - - Cl - - ~ " Fwt. SI\l"O} 0AlL1l.. ,,/EI.U>\Jolf:lll .4l!1l\I..JI\i (ll) ,(Cl"/1-) I - - c"1- fl\.1) 1$ r . ,",e..o e 6>~e. ~f - - - - .....;: - () Flo.J(. g,"NO,S/Ll"Y, "T6~ c~,- ~/r..) ,"oJ f'U'~T, - <l - 0.1.. - - 1'1.8) 06.1>(. ~)I\ - - I--- - 08- FWe... ~O, ",,,...:r-y,~"'i&\ oO'~(IC>'1t:'lIlf.)1 oSM - 'I \I MC.l">r \ ~ Dbhe... - - ~ ~ u=-~vuy - ~ :,.. - - - ~ - 0'-\- f'....E.,. SAA-JO, '5 'LTV \ 1"60 vE.U...........~ f1~\l.Y.,) 51\1 - (It> '( f- sf/{.) I b.If!. ~, O!r..l1'E- - - FtoJL j/tfIJO\ ~IlLT'l, 'I ?,u::.. Cll!.~ ~~ - 0,\.1 (Ie:. '{f. AI"- )"",,,,'E...-, O~ e. - - 'lIP NOTES -VJlJf:R~1 r;/~f) WlJ'n.~ \I<.I~ \"'-l t'GL~ e. Lf F t'X.S Drilling Contractor Drilling Equipment IJ & tH'17 tJ!3 S b.~tb r;rr Onller f.-I't l/ l1 ~ ") i1a "- 'T"'j ~e -0 le~O 13& f? ~ r I I ~ f ' 0 , ~ , ,,,,,, t. f " I t .. I ~ '2. L r I' LJ {~ 3 JJ l~ U Lj r 1 '" ..,) t; L ~~ if. U U U I," 2438 3 86 rn INTERNATIONAL TECHNOLOGY CORPORATION fJ\wL9Z ~ VISUAL CLASSIFICATION OF SOILS r . t, I , \ PROJECT NUMBER ~I'L -Z13 PROJECT NAME ~'< CLF~S. BORING NUMBER "., WC>Z- 'l. COORDINATES DATE ,Ii lz 4 J~ ELEVATION GWL Depth Date/Time DATE STARTED $M-tL ENG INEER/G EOLOG 1ST wtUlrt<(\"" I Bt..>TL6:ll- Depth Date/Time DATE COMPLETED ~ DRILLING METHODS G-e~Sc.- PAGE "1- OF S -' )- Z a: 0 0 zw- )- 0 a 0 i= I ~ W Z 00.. a: OJ w Z -' W ::;: ((w_ -,0 I- 0.. ~ <1:>0:: >- DESCRIPTION )- ::> I- Ll. ...J:J REMARKS 0.. ::;: :: ~ 0_ U) U)<IJ(/) Wa: w UJ Cl - <{ c.. 0"- () <IJ <Cu:;c ::1- <I:> ~ ...J::';; w 0 wz (/"J co<(~ (( <ll ::';;0 z <IJ ::> 0 0 0 e.'" - "a,l f. SI\Ml,'I~~~1 '<tlH.Ul~~ "'''''fi ~'( ,/i)/ "'~'l 1M - o~ - .) ~ ~"f,,)O{~<l.. 'Y) L r ouve: <<~l ~'( V I')' VJEf) - - 41V'\ - I)'l. to\~D f)W"E l\8uNOtdv. (l4twlt-~ {\OOCO)tc.>l)tY ~ I - io-- - .. (>. >.\ - "-''Np) t\.P,"I~ ,Di<. ~I-I 1aJ.~ (56-<t/.) ),... 5T, lL - ~ 064(. ~ '1UlCR /I",,~"'~ ( r,o.DO It to'tS) )l.-uoE S1Z)o.It. - f.t\~~ ~ St,~d - 0,1.- ........ eLl..'{ 1 ,..... OVl 0>(. ft~ 6rlAo( (~'i/'), ro.:.o SriF':V, c.L ~ ~ ~~"".11 Lr 6l.UI$M ~ (~1nl')1 f\bkI,..EO,loIl't - r- - - A - tt4 UlIVl:'- ~(~'(?It ."...u..6U~ ww-o, v C,.L. - - !ll." f"C!lSo,.. - OR I- - - ~ - - ~ e.l.A,,/ ILl e.u..l'Hl aru.'f (SlI. ....,.) I ""'ULEO\ ~Ol - f- 6'2;. _ " S\..r ~.sr "tC ~ {.l,. - I--- .. ~LA"II Sllry. ~ 111..U\.$l.\ ~ (se. .,/,) ,~u:.. - f- - - TE~ltL .I'\b~ f'\..l." ~I 1.."- OL-I vE- e eewu C.L \,c.- ('5'1' s-/y)......,o MO~ 11~ ~ (ft ~J4), - - ;. fl'Sl"tfj:", \( SLl" ~l'io"- - -, - - - - - ~~ ISU...~ I L' t!I\....1l':il\ ~ l '>6 -",) 11'lA1!..et.L- - 'f'C." nlVL ,M,.un.j;O \... \. )(. LT bl\\lE.. l'>l&1,O>oIoJ - ('5~ ~/.. ') p.N'O M.OO ClW..J~ ~v (S '{ ~/~ c...L. - \,1.:> - ...... ~ 't\ <<\ \j 'S L.'r Nll....,.... - I- - - ~ - - tu...., I So. L TV I ru: 0 t)"V( 60l.>i (t.1i) ) turt.6~ c.t.. - Q.,y ~ t'\c.tl.UO, flU'- ~/ i'lbO 0I...lU'E gfY,o.J.,) - ( ';- '( Ii 14) I" S"l'\ff) \l St. t MU.'o:.r - ~ Ct.1'\, ~,<-1''1 sM1b. 1"\61ST. NO P'l<>St 5'1 - Ot"..>- e.u..'/\91I..-ty,....EO C<\~1t. H.^'f~ht.1lt).'I'<-....uUE. ~4. ~L - .... t\bt{L.E.o,~,/l. ""/fS#(.,o....,,,,- &~ ~'l/i(),IJ~'~'lt.t" NOTES Drilling Contractor 1;).\J~SIHt-.D Dnlllng EqUipment ~e:&:... Driller c.~Q\L ~ Hkfr1 .\tf>-c:.... '0 I e. IC.tH3 fi. {l. 1~ 1 f - I I I I" t ~ I L L '\ L \1;) r J:' L \\ L f {t 1.; L, , - L. r L 2436 3 66 IE IT CORPIlRATlIII MW01'2. VISUAL CLASSIFICATION OF SOilS PROJECT NUMBER '61'221~ PROJECT NAME T~f""'( c.L.~o; BORING NUMBER M\.I..}f>'2.'2... COORDINATES DATE 'i 12..do3 ELEVATION GWL Depth DatelTime DATE STARTED ~~E ENG I NEERlGEOLOGIST ~..l\LIIob.r Is u n...Eo1t Depth DatelTime DATE COMPLETED ~I"-- DRILLING METHODS 6€..c. (Q.b~ r=... PAGE 3 OF S-- l'l ~ -' >- z w 0 zw~ >- 0 Cl U 0 00.. 0:: lD LU Z j::: :r- ...Jz LU :::;: O::LU~ -,0 ti:~ 0.. <>!l <Il~ >-:- >- :J I- I.J... -':J :::;: w ~ ~ o~ DESCRIPTION Ul CIl CIl Ul we:: REMARKS LU\I. ~ 00.. U Ul iii~C ~I- Cl~ -':E LU U CIl lD<t_ 0:: Ul :::;: 0 z ,G\I <Il :J U 0 U .. 4!..<.N"l \ S' L ry 1l'\E. 0 a.-.<<."- 't"Ni ( ~ 4. ) , MM2. S~ G$ "> Tt;; -l- r . ","bit l..E.O. l'\ \ ~ w I OU\l e.. &l2.ov.HJ C,L " ('S"{ 't/I.i) , \I S n rF ,v SI-:r Joo,a,6r r-- . - t.U.. 'II '( E:.LLt.U.llS ~ GrlA-"I { S" '( e.h) 1 !Cf r, I-\C> '6 r ~ - g ti1 - - \.1.- e.<..A'f . S-"""O'l J '{Ew..->S \I. 6U.'f (n 'd I ,) I S(rfT. t.." ""'1.>''50 'I '2 -~ -_ CJ<,.~M'E- 5-2J,-1"':'S ~ 'I - 0 t-Je. e.. f.. CC>\J ~fl- 'f ~ - ~'-^-'1\S""...>(>'h t..T G-1O!W.J1S\\ (s'QA'j (S-G-'( eh), "'~ o.~ " S"FT, >J ,...,fl.';". '2....... ~ Gou.......s. v ~ 1:1.. "t.. 0U-A'i, !.40-O'f, "1>0 o'-\vE.. ~... (n "lj'i) ," 3"'Ft", tl.- - " kb-s.r - - " UA.'1 \ '5A.>->O'll L' GfZ.'i:.'D.>iS~ GM-i (5" 6-'< i!.l,), - 0..- 1 < ......"-r ~ ~H ~ '5lJfT, ,. 1.e6r, LIM.E.S'lto....E. CL.661...ES1 I D- , 2D........... ?~ &u,.\J-'>~ lhS"": llLA-,,/\ "3~, LT" &e'i:b.>lS1\ (J1ZA'j/..~C"( all), tH ~ SUf", s<\'T'O, "2._ 'f'\o..'>~ <ttA-"",S I-- - o..l. CJ...A'l \ SoiL'll ~ OlJVE.... (Ib'l Golz.~ Svt"T, ~l.f SA-"O wi I ,..~ """'-'I'M.. ~.... ~611o G<""-I ( ~ Ei 'O! \.) - tol_",\ ~l..A'I&j'l i"""-E.. OU"c- (10,/ ulz)l S,.lff, (;,'1 ('1L 'li:r OEl.J';.E.) '>I su- I"l'(.r- NOTES Dnllmg Contractor Dl'vEe<;l FI't..D Drilling EqUipment G E.6Pec.BE- Lo~lO 1)r Dnller C \\ \.:Lk:.- ';H~t,.-S r - \c ~~ -'OlE t:.iJ'13€1'2 f' '"z. I .- ~ ~ . I ! . L L Itj ,s- f . L I~ l~ [ 11 L L 18 c ~ ' t~ l 243C-J-OO m " C8RPDRAnDN Mv.)01'2 VISUAL CLASSIFICATION OF SOILS PROJECT NUMBER 8x't '2.'3 PROJECT NAME .. QCl ()\b-/ c.~~s. BORING NUMBER fo\"""o<..'L COORDINATES DATE ... j-Z'-t/l.... ELEVATION GWL Depth Datemme DATE STARTED ~ E..- ENG I NEERlGEOLOGIST .....ILlol,C,H- /e....~ Depth Datemme DATE COMPLETED ~ DRILLING METHODS C;E.o9itc.>e.e- PAGE Lf OF ~ \~ zffi~ ....l >- z W 0 ~ 0 Q t) 0 J:~ 00.. CD UJ z F ....l Z W :::;: a:w~ ....It) t ~ 0.. O!I (floc >--. DESCRIPTION >- =:>!-l1.. ..J=:> REMARKS ::2 w S: ~ a":;.. (fl (fl(fl(fl illOC Wu. <( 0.. 00.. U (fl iti~c. 3;:1- Q~ (fl i': ....1::2 w U (fl CD<(_ a: (fl ::20 z (fl =:> u 0 u t '!lA-Nt), ~LA~~,...(ro OUVE-~.o.J (S"( 4/4), -......: .-.\'\. ~ I jN t""-U=- ou\F_ (It;, 'l loll-) 1t ~_b -If\ ll..l..I\.-'{ Ul....nLS \ "O&.J5€.l \I 3.L-{'" ~.<;.. r --,.- .. - .o!. C:!..L4'(, ~IL"'Y ,G4E.6JSll cn.A'i (~-~ ",11)\ t~ SLof-r\ \J ~,>r ~ - - - - ~LA>.t\ ~\'LT''f! ~.s.It 4 (5""6-"'11), - o~ \J '""F', ~r'D c.r\ - I I 0=1 ~L.^.-", S\ L'tlh G.a.'t).>...'>l\- ~ (.,,6- t,.l L), -l tt - ~.\ I.WE.-. - ~Ll\.." \ S\L"r-'/, GI2.t'..E).joz,'" enz....'1 (srr bi'l, "'"" f1'l.€.O, 0<> -- C\.. - B ST'I C'F, V SLr ~'> r , 'Ll...A-'-J, ~v'-n..r I ~l;\ Gfl..A>..( (S-t"c$!')l - """" - """~, ~L~ ""I q't O'--l\F- 6ltt>J.,oo.l ~u...~\ - S"fi:=, \ISL-t""I"\ll>I,r t.L \ ."\ r--- .. - - ~LA".hs~ry,~\Sllt ~ ('5""6-<""), ""Col:) C.L OJ.f 'S,T"\ F'F \ 3 L-'. f"'e\"::o r - Co - "l lU....A-'i I I!- ltA'f6 \\ "B u.. ~ 6-a.EEN (S- B6- -S-/2.)} l..L 'I!;J 'I S."R\ '-I SL'rl-'oC\.'!,,' NOTES Drilling Contractor U\\Jta.s\~,E.O Drilling EqUipment ~E... I ~( 11\0 1\\ Dnller U\\:UL 4 rte er-i ~s.t.. OI€.,:::t113€:'R (f 243C 3-00 r' \% ~ f L '1-Cl ~ " L L 21 r E ~~ L 2-3 i ' L t 2~ L I l. I l , - rn IT CDRPGRATlIIII Mv)O 11. VISUAL CLASSIFICATION OF SOILS PROJECT NUMBER ~Vz.'2~ PROJECT NAME \~AW ~~ BORING NUMBER M. "" 1l"2 "- COORDINATES DATE I..( \2.4.16 ~ ELEVATION GWL Depth Datemme DATE STARTED s"..,..,.e...... ENGINEER/GEOLOGIST wlUolOtr 16u~ Depth Dalemme DATE COMPLETED ~~ DRILLING METHODS PAGE S- OF ~ f"" ~ 1-~ C!:~ -' >- 2:: 2::W fi 0 00 0 w 0 00.. al wZ F: :7:- -' Z W ::E D::W- ....10 ti: ~ 0.. 011 VJD:: ~.;z DESCRIPTION it; ;:>l-lL ....I;:> REMARKS ::E w 5;~ r/)lIlVJ LUll: W ~ <( Q. Oll.. u- 1Il u)ifje 5;1- o_ r/) ~ ....I::E w u <Il lll<(~ 0:: 1Il ::E ~ Z r/) ;:> 0 0 0 o~~ * (!.~ I Lr ouvE- &4.4'{ (S"'{ 011.), './ s.nfFI ct. V'0f -: ~~ ItLA>'h ~lL T'f I "Ie.l..Cb.I\St\ GGJl.j ( 'S""( e.t.) I \I S n fF\ ~(.. o~~ ~ \l SU- f'U:I\')" - t' - l!.l.A'-t '\ sw D\j , ~~ GUo..I ('5"""6-,{ (0 I ,)\ '" \. i.. ~/ PIl.-\.L '(E.l..U>wlS.tl. ~ (10'1 L 1.111.) ~u.." SPe.t..';; \ \W..1l)O\ 0"'-'1 g_b t\... -' - - i---- ......:. - C).L( Q (!,u,"h!;,LT\!, S^....IO- A.." Aewf.., V 1>Ll"" ",C'S r- C,..\... I- () - O.l., ~LJ\-'i . ~ 0.., I y..oo....... ,.,<;, Mt."r... 1012.'1 C.L - - ChLl C-LA>.j\ S\Ll-"I, 'S,.....~ "''i. ~E...... \I 'SLF N,(,IS,. ~l.. 0,(., ll...U\.'j 1 'Sflo>.IO,/ \ ~.....3 A-etNE.1 O>i.'j 1'1, (....' - " - NOTES Dnlhng Contractor J), \J E..~31 FIE t:T- Onlhng EqUipment ~E- U{ 0 l() 1:)1 Dnller 6 utI!.. <1+1 ~ ~ 1"'=, .,b)c- "VI eKlJ''f3f12 ~ ..... 243C 3 00 I' .~'\ L r r l '1.U [ i ~ '2.1 r t tl [ U [ -t\ L L ! . I . l. ' I L. f ' \ ~ SIiaW Shaw Environmental, Inc I ' ~ ! ' . I J f ~ , t ~ 11 L r~ 11 (J "-~ u n 1,,: t " ~, : r' d [} L , ' , L. , ~ I ~ L.. t.: ! 1 u Appendix 0 Laboratory Certificates of Analysis N \.En!11~nng\Fdi3p.Q.iTI\Drycll!!lEln-ProJeds~TROflI-fY"'.SlJppAss.awl.l:nOO1Pre-RAP M5e!50Sment doc { , "1't"qpy '01'227'3...1< ,-' A PC&B Environmental Laboratories, Inc. 210 Park Road, OViedo, Florida 32765 Phone 407-359-7194 Fax 407-359-7197 , ' , , ' " I , 02-05-2003 k ~ t Cal Butler Shaw Environmental & Infrastructure 725 US Highway 301 South Tampa, FL 33619- . i I ~r. i Dear Cal Butler Enclosed are the results of the analysIs of your samples received 01/24/2003 c r [ 1: [ Our laboratory IS NELAP certified by the Flonda DOH (Lab #E83239) and operates under an NELAP approved Quality Assurance Plan Unless otherwise noted, all results are reported as receIVed All data were determined In accordance with published procedures (EPA-600/4-79-020), Methods for Chemical AnalysIs of Water and Wastes, RevIsed March 1983, or later andlor Standard Methods for the examination of Water and Wastewater, 20th Edlbon 1999, or later andlor Test Methods for Evaluatmg Solid Waste (EPA-SW-846, Revised January 1995, or later), unless stated otherwise In our ComQapp under method modifications Test resu Its meet all of the reqUIre ments of the NELAC Sta nd ards If you have any questions, please do not hesrtate to give me a call Smcerely, -rR (!) PH Y ~ L- 611 jJ6R ~ 1J c -t13 :tr 2tJ '3 {)JO 17t-/ ?h/}w :#' '1J~"2/3 (}& ~~ 1[: ~/~~ r (J, [ t~ L I' ! ,,,ll f) C - i ~ l r r-f~B _~ __ .. L lw" ..... ~ ..... r ...... r: ,r A 'f'tJphy 'P r2-:1 73 ... "- PC&B Environmental Laboratories, Inc. 210 Park Road, OViedo, Florida 32765 Phone 407-359-7194 Fax 407-359-7197 '^~ 05-07 -2003 9 ' r I \ ~ Cal Butler Shaw Environmental & Infrastructure 725 US Highway 301 South Tampa, FL 33619- r ~ ~ ! I Dear Cal Butler f1 ( Enclosed are the results of the analysIs of your samples received 04/30/2003 r L Our laboratory IS NELAP certified by the Florida DOH (Lab #E83239) and operates under an NELAP approved Quahty Assurance Plan Unless otherwise noted, all results are reported as received All data were determined In accordance wIth published procedures (EPA-600/4-79-020), Methods for Chemical AnalysIs of Water and Wastes, ReVised March 1983, or later and/or Standard Methods for the examination of Water and Wastewater, 20th Edition 1999, or later and/or Test Methods for Evaluating Solid Waste (EPA-SW-846, ReVised January 1995, or later), unless stated otherwise In our ComQapp under method modIfications t ' L ( - Test results meet all of the requirements of the NELAC Standards If you have any questions, please do not heSitate to give me a call t " L Sincerely, -r}2o'PHY tL clJf.Je RC) 1/ c.,.13 .:It" 2J,0 402 ?, ,11~w$ '//2'273 M tf6 flJb(f[. (, /-4 () '3 J ' U { : f, L ( , L f l-WI \---- -; -I', ' , - ~ \ ) _ I 1 r-~~AY - 9 2Q'H L_- - --- L L A r f"lJphy '11"Z '2 73 .. k PC&B Environmental Laboratories, Inc. 210 Park Road, OViedo, Florida 32765 Phone,407-359-7194 Fax 407-359-7197 f"' , , 05-15-2003 I ' I Cal Butler Shaw Environmental & Infrastructure 725 US HIghway 301 South Tampa, FL 33619- I ' i [ L Dear Cal Butler Enclosed are th e results of the an alysls of you r sa m pies received 04/3012003 I' ! Our laboratory IS NELAP certified by the Flonda DOH (Lab #E83239) and operates under an NELAP approved Quality Assurance Plan Unless otherwIse noted, all results are reported as received AU data were determmed m accordance with pubhshed procedures (EPA-600/4-79-020), Methods for ChemIcal AnalYSIs of Wate rand Wastes, ReVised Ma rch 1983, or later and/or Sta ndard Methods for th e examl natlo n of Water and Wastewater, 20th Edition 1999, or later and/or Test Methods for Evaluating Solid Waste (EP A-SW-846, ReVIsed J a n u a ry 1995, or later), unless stated oth erwlse In au r Co mQa pp under method modifications f . . t " Test results meet all of the requirements of the NELAC Standards L [ P ~.t If you have any questions, please do not hesItate to give me a call Sincerely, 11<ofJH'1 CL-eA]-ltf?<j -?t4-B ~ 203040732 ?0-;1W~ '0/2173 M f6~ JC- ~/2 !a'} ,: L [ L L L ,....-..-....................- ~. I ~ , r -- , ." - - - - - - ~ ~ r.i ... r t~ /_ \ 'I- ~ , I I.. I ! ,'-- " " -- 0--' I ! MAY I 9 2003 I I I L . -. -----.---j I -,.- I L~:~~~n:1J ..... -~~- ~- .....~) ; , ,-~ I ~ SIiiW Shaw Environmental, Inc f 1 1/ I ~ , , g ! ' r~ r~ r t. r' I ! ' ~ ' , l, I > I ' ! ~ u I I I u I : Ur~ !~ L I . tJ l~ Appendix E Oxidant Demand Laboratory Reports N \Englneenng\Fdep-G Tl'IOrydean-PIl:lJeQls\TROPHY\sup~~u[lQ3\,Pt9-RAP' Asse$sment ooc r ' , ' j , ' , , I ! . f- I I !' r- ! t .J r r L r i L I: I : C L L I !. L L PrOject Name Trophy Cleaners Date Started 4/29/03 ProJecl Number 81227304000000 Analyst Initials REM Chent Sample No (Soil) MW016 - 2 2' Client Sample No (Water) Description dark brown silty sand Description D I Water TAL Sample No 4883 TAL Sample No Solids (%) 85% Volume Used (mL) 400 Fraction -4 mm particle size Weight Used (g) 200 Initial Weight KMn04 (g) 1 2 Initial Conc KMn04 (mg/L) 3,000 Total KMn04 KMn04 KMn04 KMn04 KMn04 Time Conc Addition Added Time Consumed Consumed (Hours) (mg/L) (g) (g) (Hours) (g/kg Dry SOIl) (g/kg Wet SOil) 0 2,786 0 1 2 0 000 000 8 0 1 2 1 2 8 709 600 24 0 1 2 24 24 1418 1200 48 0 1 2 36 48 2128 1800 72 850 0 48 72 2620 2217 144 0 1 2 48 144 2837 2400 168 1525 0 6 168 3158 2672 240 700 0 6 240 3368 2849 Figure 1 a Soil Oxidant Demand 4000 c 3500 0 +:: a. 3000 E ~ ~ Ul tn c ~ 2500 o~ uO 15% MOisture Gl C 2000 .....:1; ~::.:: I-+- g/kg Dry SOil I '" tll 1500 tll ~ C '" E 1000 ---g/kg Wet SOil L. Gl D.. 500 000 0 50 100 150 200 250 300 Time (hours) Trophy Cleaners Project Number 812273 5/25f03 ,- , PrOject Name Trophy Cleaners Dale Started 4/29/03 Project Number 81227304000000 Analystlmtlals REM , , ! Client Sample No (Soil) MW019 - 6-8' Client Sample No (Water) Descnpllon gray, sandy clay Description D I Water TAL Sample No 4884 TAL Sample No f ' Solids (%) 83% Volume Used (mL) 400 Fraction -4 mm particle size Weight Used (g) 200 Initial Weight KMn04 (g) 1 2 Inlllal Conc KMn04 (mg/L) 3,000 ! - I ) ~ -. ~ I" , ~ l ' L !~ L f ~ l ~ ! " I; E [ l: L I ~ U I ,1 L L: L~ Total KMn04 KMn04 KMn04 KMn04 KMn04 Time Conc Addition Added Time Consumed Consumed (Hours) (mg/L) (gl (g) (Hours) (glkg Dry Soil) (g/kg Wet SOil) 0 2,760 0 12 0 000 000 8 1500 0 1 2 8 332 274 24 1460 0 1 2 24 342 283 48 1060 0 1 2 48 447 370 72 1015 0 1 2 72 459 379 144 665 0 12 144 551 455 168 765 0 1 2 168 525 434 240 600 0 12 240 568 470 Figure 1a Soil Oxidant Demand 600 l: 0 500 a E :1-- 400 III tIl l:-X o~ uo 11> l: 300 -~ ~:ll III tIl tIl - 200 l: - III E .. 11> 100 c.. 000 0 17% MOisture --+- g/kg Dry Soil --- g/kg Wet Soli 50 100 150 Time (hours) 200 250 300 Trophy Cleaners Project Number 812273 5/25/03 ~' , ~ ' ProJecl Name Trophy Cleaners Date Started 4/29/03 Project Number 81227304000000 Analysllnltlals REM f II Chent Sample No (Soil) MW019 -14-15' Client Sample No (Water) Descnptlon gray/orange/blue mottled clay Description D I Water TAL Sample No 4885 TAL Sample No Solids (%) 84% Volume Used (ml) 400 Fraction -4 mm particle size Weight Used (gl 200 Initial Weight KMn04 (g) 1 2 Initial Conc KMn04 (mg/L) 3,000 I' I I l~ L I' L r I' I ' I ' L [ C L I ' L l_1 L L ! ' ,-, Tolal KMn04 KMn04 KMn04 KMn04 KMn04 Time Conc Addition Added Time Consumed Consumed (Hours) (m9/L) (g) (gl (Hours) (g/kg Dry SOIl) (g/kg Wel SOil) 0 2,771 0 1 2 0 000 000 8 2030 0 1 2 8 192 1 61 24 2210 0 1 2 24 146 122 48 1900 0 1 2 48 226 189 72 2000 0 1 2 72 200 167 144 2000 0 1 2 144 200 1 67 168 2030 0 1 2 168 192 1 61 240 1930 0 12 240 218 I 182 Figure 1 a Soil Oxidant Demand 250 I:: 5! 200 C. E ~-- II) Cl 1::':': 1 50 0-'" 00 m I:: -:E ~:.:: 100 - III Cl Cl~ I:: III E 050 .... Q) c- 000 0 16% MOisture --+-- g/kg Dry SOil -g/kg Wet SOli 50 100 150 TIme (hours) 200 250 300 Trophy Cleaners Project Number 812273 5/25/03 I' , f' I - I I I ~ , i , r" I L I~ I I ' r I : L P IIJ~ t~ r L I. L L lJ PrOject Name Trophy Cleaners Dale Started 4/29103 Project Number 81227304000000 Analystlnlllals REM Chent Sample No (Soil) MW019 - 20-23' Client Sample No (Water) Descrrptlon gray, clayey sand DeSCription D I Water TAL Sample No 4886 TAL Sample No Solids (%) 81% Volume Used (mL) 400 Fraction -4 mm particle size Weight Used (g) 200 Initial Welghl KMn04 (g) 12 Initial Conc KMn04 (mg/L) 3,000 Total KMn04 KMn04 KMn04 KMn04 KMn04 Time Conc Addition Added Time Consumed Consumed (Hours) (mg/L) (9) (g) (Hours) (g/kg Dry SOil) (g/kg Wet SOil) 0 2,743 0 1 2 0 000 000 8 2340 0 1 2 8 109 088 24 2430 0 1 2 24 084 069 48 2490 0 12 48 068 055 72 2390 0 1 2 72 095 077 144 2460 0 1 2 144 076 062 168 2470 0 1 2 168 074 060 240 2420 0 1 2 240 087 071 Figure 1 a Soil Oxidant Demand 120 c: 0 100 ,;:; Co E ::1.-. 080 Ul OJ c:.Jt:. o~ (,)0 CD c: 060 .....;:E ~~ It! OJ 040 OJ~ c It! E 020 .... Q) Q, 000 0 19% MOisture -+- g/kg Dry SOil -g/kg Wet SOil 50 100 150 Time (hours) 200 250 300 Trophy Cleaners Project Number 812273 5/25/03 ,~ I \ , r t l" I- I r c I ' .. .b I: I: ( ~ l: L L l' ;I L PrOject Name Project Number Trophy Cleaners 81227304000000 Date Sta rted Analystlnlllals 4/29/03 REM Client Sample No (Soil) Descnptlon TAL Sample No Solids (%) Fraction -4 mm particle size Weight Used (g) MW020 - 27-28' gray sand 4887 82% Client Sample No (Water) DeSCription TAL Sample No Volume Used (mL) o I Water 400 200 Inlllal Weight KMn04 (g) Initial Conc KMn04 (mgIL) 1 2 3,000 Total KMn04 KMn04 KMn04 KMn04 KMn04 Time Conc Addition Added Time Consumed Consumed (Hours) (mgIL) (g) (gl (Hours) (g/kg Dry Soli) (g/kg Wet SOil) 0 2,749 0 12 0 000 000 8 2250 0 12 8 133 109 24 2500 0 12 24 066 054 48 2390 0 1 2 48 096 078 72 2190 0 12 72 149 122 144 2390 0 12 144 096 078 168 2350 0 12 168 106 087 240 2370 0 12 240 1 01 083 Figure 1a Soil Oxidant Demand 160 140 c: 0 ~ 120 l:l. E ::l~ In Cl 100 c:.ll: 0-" uo C 080 -:5: :g~ III Cl 060 Cl ~ c: III E 040 ... 0.. 020 000 0 18% MOisture --+- g/kg Dry SOil - g/kg Wet Soli 50 100 150 Time (hours) 200 250 300 Trophy Cleaners Project Number 812273 5/25/03 r ' r~ I f . f ~ I , , I- i ! c~ I I ' f"" \, t ~ c ( ,~ I ' " , ~ ,J L u I ' L ! ' I I ,..... L [-J PrOject Name Trophy Cleaners Date Started 4f29/03 Project Number 81227304000000 Analyst Initials REM Client Sample No (Soil) MW021 - 6' Client Sample No (Water) Descnptlon gray clay wfrootlets Descnptlon D I Water TAL Sample No 4888 TAL Sample No Solids (%) 83% Volume Used (mL) 400 Fraction -4 mm particle size Weight Used (g) 200 Initial Weight KMn04 (g) 12 IrIIIlal Conc KMn04 (mgIL) 3,000 Total KMn04 KMn04 KMn04 KMn04 KMn04 Time Conc Addition Added Time Consumed Consumed (Hours) (mgIL) (g) (g) (Hours) (g/kg Dry SOil) (g/kg Wel SOil) 0 2,761 0 12 0 000 000 8 845 0 1 2 8 503 416 24 0 1 2 1 2 24 726 600 48 660 0 24 48 1278 1057 72 190 0 24 72 1401 1159 144 0 1 2 24 144 1451 1200 168 1850 0 36 168 1690 1398 240 990 0 36 240 19 16 1585 Figure 1 a Soil Oxidant Demand 2500 I: o ~ c. E ::I- ll! en 1:':':: o~ 00 Cl c -::E ~:.:: III en en ~ c III E ... <1> ll.. 2000 1000 -+- g/kg Dry SOil --- g/kg Wet Soli 500 000 o 50 100 150 Time (hours) 200 250 300 Trophy Cleaners Project Number 812273 5/25/03 r \ ! > ) I l, I' I . r~ I r ' L c ( '1 L 1 ' t~ E C i: L L ! I I : l lJ.v L IL Project Name Trophy Cleaners Dale Started 4/29f03 PrOject Number 81227304000000 Analysllnltlals REM Chent Sample No (Soil) MW022 - 7 5' Client Sample No (Water) DescnptlOn gray sandy clay w/orgamc mati Descnptlon D I Water TAL Sample No 4889 TAL Sample No Sohds (%) 91% Volume Used (mL) 400 Fraction -4 mm particle size Weight Used (g) 200 Initial Weight KMn04 (g) 1 2 Initial Cone KMn04 (mg/L) 3,000 Tolal KMn04 KMn04 KMn04 KMn04 KMn04 Time Conc Addition Added Time Consumed Consumed (Hours) (mg/L) (9) (g) (Hours) (g/kg Dry Soil) (g/kg Wet SOil) 0 2,869 0 1 2 0 000 000 8 765 0 12 8 484 440 24 224 1 2 12 24 609 553 48 1605 0 24 48 951 864 72 980 0 24 72 1095 995 144 261 0 24 144 1260 1145 168 905 0 24 168 1299 11 81 216 0 1 2 24 216 1320 1200 240 2059 0 36 240 1507 1369 Figure 1 a Soil Oxidant Demand 1600 c 1400 0 ~ 1200 E ~- III Cl 1000 c.:.:: o~ 00 800 III C -:5: ~.:s:: 600 III Cl Cl -- C III 400 E Ql c.. 200 000 0 9 1 % MOisture --+- Serres 1 - Serres2 50 100 150 Time (hours) 200 250 300 Trophy Cleaners Project Number 812273 5/25/03 f~ Project Name Trophy Cleaners Date Started 4/29/03 Project Number 81227304000000 Analyst Inrtlals REM ,--' Chenl Sample No (Soil) MW022 - 165' Chent Sample No (Water) DesCrIptIon soft, gray, sandy clay Descnptlon D I Water TAL Sample No 4890 TAL Sample No I ~ Solids (%) 82% Volume Used (mL) 400 Fraction -4 mm partIcle size Weight Used (g) 200 Inrtlal Weight KMn04 (g) 1 2 Inlllal Conc KMn04 (mg/L) 3,000 [ f~ L P L ! \ L c E Li ( L f ' L. I i. I ' L Total KMn04 KMn04 KMn04 KMn04 KMn04 Time Conc Addition Added Time Consumed Consumed (Hours) (mg/L) (g) (g) (Hours) (g/kg Dry SOil) (g/kg Wet Sorl) 0 2,757 0 12 0 000 000 8 2140 0 1 2 8 1 63 134 24 2350 0 12 24 1 08 089 48 2230 0 12 48 1 39 1 15 72 2340 0 1 2 72 1 10 091 144 2300 0 1 2 144 1 21 100 168 2290 0 1 2 168 123 102 240 2170 0 1 2 240 155 128 Figure 1 a Soil Oxidant Demand 1 80 I: 1 60 0 .; 140 c.. E :J ~ III Cl c~ 0-'" 100 - 00 ~ c -:g 080 - ~::s:: III 0) 060 Cl- I: III E 040 .. <1> 0.. 020 000 0 18% MOisture -+-- g/kg Dry SOil -g/kg Wet SOIl 50 100 150 Time (Hours) 200 250 300 Trophy Cleaners Project Number 812273 5/25/03 INTRODUCTION American Consulting Engineers has conducted a transportation analysIs for the proposed parcel known as Wyatt Real Estate This traffic analysIs determines project tripS generated by the site, and analyzes the Impacts of the eXisting signalized Intersection of State Road 60 (Gulf to Bay Boulevard) The analysIs also revIewed queue length and storage capacity for the proposed westbound to southbound left turn lane The analysIs concluded there are no slgnrficant Impacts of the projected traffic In conjunction with the proposed geometric Improvements of the signalized Intersection CERTIFICATION This analysIs was performed under my supervision Jeffrey S Novotny, P E Florida Cert No 51083 F \Project\5049795\Draft TransportatIOn AnalysIs 040504 doc TABLE OF CONTENTS PrOject Description and Location Purpose Methodology EXisting IntersectIon Conditions EXisting Permitted Traffic Trip Generation for Proposed Land Use Change Trip Generation Companson Approach Lane Use Configurations SIgna Ilzatlon ModIfications Queue Length Conclusion APPENDICES AppendIx A Appendix B Appendix C Appendix D Appendix E Page# 1 1 1 1-2 4 4 4 5 5 5 6 Onglnal Transportation AnalysIs Site Development Plan Record of Conversation I Meeting Minutes ITE Land Use Codes FDOT Approved SIgnalization Plan Sheet Revised Transoortation Analvsis PrOlect Descriotion and Location The project IS located on the north side of the mtersectlon of State Road 60 (Gulf to Bay Boulevard) at Sky Harbor Drive, In the City of Clearwater, Florida (Plnellas County) The project site encompasses a total land area of 222 acres with 2 08 acres of developed land Development surrounding the mtersectlon conSists of commercial use on both the north and south side of SR 60 The orlg1Oal transportation analysIs and projected traffic for thiS site was approved by the FlOrida Department of Transportation In 2003 However, the land use for the site has been recently changed to accommodate a drlve- In credit union and a free-standing discount store, 10 place of a convement store With gas pumps and a fast food restaurant A copy of the original transportation analYSIS conducted by AVid Engineering Inc , IS attached In Appendix A A copy of the new site development plan IS attached In AppendIx B Puroose The purpose of thiS study, IS to evaluate the difference 10 trip generation to the sIte between the original transportation analYSIS and the proposed land use change, then verify If addItional mitigation IS reqUired to the previously approved traffic signal plans or proposed driveway access Methodoloav The updated transportation analYSIS was conducted usmg estimates calculated from the ITE Tnp Generation Manual flh EditIOn Queue length calculations were derived uSing the Flof/da Department of Transportation Design Cntena and Process Handbook, dated January 2003 Prior to conducting thiS analYSIS, American attended a Pre-ApplIcation meeting on Tuesday, March 23, 2004 at the FOOT P10ellas County Maintenance Office Further coordInation was conducted With Tony Kasper (District Seven - FOOT Traffic Operations) to determine the ITE land Use Codes and criteria reqUired to support the analYSIS A copy of the record of conversation With Mr Kasper can be found In AppendiX C ExistlnQ Intersection Conditions The eXisting mtersectlon of Sky Harbor Dnve at SR 60 (Gulf to Bay Boulevard) IS a Signalized T- Intersection Sky Harbor Drive IS the south leg (northbound approach) to the Intersection Sky Harbor Drive was recently Widened to provIde an exclUSive left turn lane (NB to WB) SR 60 (Gulf to Bay Boulevard) IS an east/west, 6-lane major artenal The eXisting traffiC signal IS mamtamed by the City of Clearwater The Signal IS Interconnected to the Signal at Hampton Boulevard, located approxImately 500 feet to the east A City of Clearwater Fire Station IS located on Sky Harbor Drive approximately 400 feet to the south of the IntersectIon Emergency pre-emption between the fire station and the traffic SIgnal does eXist Photos of the eXisting intersection follow thiS page Wyatt Real Estate Traffic AnalYSIS Page 1 The following table shows the eXisting lane configuration for each approach Roadway Olrectlon # Lanes Lane Use Sky Harbor Boulevard Northbound 2 ( L, RT ) SR60 Eastbound 3 (TH) (Gulf to Bay Boulevard) Westbound 4 ( L, TH ) TH - Thru movement, RT - Exclusive Right movement, L - Exclusive Left movement ~ Wyatt Real Estate Traffic AnalysIs Page 2 - - "~- -i Wyatt Real Estate Traffic AnalysIs Page 3 Existma Permitted Traffic As stated In the Project Description above, this site IS currently permitted by the FOOT and the City of Clearwater for a Convenience Store wi Gasoline (12 pumps) and a Fast Food Restaurant (Permit No 98-A-799-0071) The eXisting permitted traffic was based on uSing Trip Generation estimates calculated from the ITE Trip Generation Manual6'h Ed/tlon The followmg table shows the permitted dally tripS of the AM and PM peak-hours to the site >fi:{ +... J */" ""w ,..) ~ ~ ;> ~ ~ >>lZ -? -" y* ",.. ;: iWf<">> <r d 'ANI TriDs~ ~ PM'Jrip~s -" <<J "" '"''' "'".( 7< :; ~Exil?ting Permi~ed land Use {code} ,'II} Qu,~ tJln"/ "Quti Lp'" f J '? / /' '"' "" x' 01 c. . dJ J", ..,,"'>> L", Convement Store w/12 gas pumps (853) 102 102 120 120 Fast Food (834) 69 69 58 58 Total 171 171 178 178 Trio Generation for Proposed Land Use Chanae The new land use will accommodate a 6,600 sq ft Drive In Credit Union (lTE Land Use Code (912) and a 4,700 sq ft Free-Standing Discount Store (815) The Land Use Code 815 IS used for thiS particular discount store site based on the definition that thIS structure will accommodate a single unit structure for retail sales with It'S own dedIcated parking The trip generation for the proposed land uses are based on the ITE Tnp Generation Manual (jh EditIOn Caples of the Land Use Codes can be found In Appendix C Trips to the proposed site are as follows Laner ~ Gross f << '" t...r ->. .,.. .:;; ::i , ,/' , , , ,?A:,N1 TriPS> 'PM Trips Proposea '^ ~ ., '^ ,7 OM , , ' "" f ." ~ >> Use Floor Area VS ^" " ,.VS', ,In' Out', In Out land Use ~ode ' (Sa Ft) - , " , , , ^ , , , , , ' , Drive In AM/PM Pk Hr of (912) 6,600 1000 Sq Ft GFA the Generator 118 114 172 166 Credit Union (Weekdav) Free AM/PM Pk Hr of Standing (815) 4,700 1000 Sq Ft GFA the Generator 14 14 13 13 Discount Store (Weekday) Total Project 132 128 185 179 TraffiC TrIO Generation Comparison As shown below, the comparison of the trip generation between the previously approved land use and the proposed land use resulted In the site generating less tripS dUring the am peak hour, while generating an additional 8 tripS dUring the pm peak hour Given that the traffic Impact will be less or equal to the prevIous land use, no mitigation IS required EXlstmg Land Use Proposed Land Use Chan e A~ Tnps ? In~' ~, Ocut 171 171 132 128 - 39 - 43 ~~ Jftp~ ' In ~ , Ji)ut, 178 178 185 179 + 7 +1 Wyatt Real Estate TraffiC AnalySIS Page 4 Approach Lane Use Configurations Development of this site will create a fourth leg to the Intersection The proposed north leg (southbound approach) will only serve traffiC for a Onve Thru Credit Union and the Free- Standing Discount Store This site will not provide access for thru traffiC The southbound approach of the new access does not reqUire additional lanes The approach will consist of an exclUSive left turn lane (S8 to EB), and a shared Thru-Rlght lane (SB to WB) As previously permitted and approved by the FOOT, the proposed lane configuration on SR 60 (Gulf to Bay Blvd) Will conSIst of converting the eXisting painted median (eastbound approach) to an exclUSive eastbound to northbound left turn lane for access to the proposed sIte SIQnallzatlon Modifications Signalization modIfications to the eXisting traffiC signal were approved by both the FOOT and the City of Clearwater, under the current FOOT site permit (Permit No 98-A-799-0071) Modifications Include replaCing the eXisting concrete signal poles With steel mast arms, providing LEO signal heads and pedestrian signals, loops, Internally Illuminated street name signs, and replacement of the eXisting signal Interconnect and emergency pre-emption feed for the fire station to the eXisting signal cabinet A copy of the approved signed and sealed plans IS attached With this report Queue Length The follOWing criteria were used to determine the worst case queue length for the site 1 The highest peak hour trip generation was assumed 2 Assume all vehicles eXltmg the site arrive at the same time 3 Use a peak hour factor of 0 90 for a 15 minute period With the peak hour 4 DesIgn for PM peak conditions 5 Safety Factor (8 F ) of 1 2 IS used 6 Vehicle length IS 25 feet 7 Assume a 55% for the exclusslve left movement eXiting the site 8 Cycle length IS 140 seconds 9 Cycles per hour IS 25 7 per FOOT, 2003 Design GUidelines . (distribution %) * (VPH/PHF) *(S F) *(Vehlcle Length) = Queue # of Cycles per Hour (055) *(185 vehicles eXit site 1090) (1 2) * (25 ft) = 132 feet 257 The queue length for the southbound to eastbound left approach lane was analyzed based on the proposed peak hour egress trip generation volume of 185 vehicles for the pm peak hour A queue of 132 feet was calculated for the approach lane egressing the Site The proposed access has over 200 feet of available storage on site No mitigation IS reqUired for the southbound approach WyaU Real Estate Traffic AnalYSIS Page 5 Conclusion Based on the land use change to the eXisting permitted site, the analysIs for the proposed Drive In Credit Union and Free-Standing Discount Store will not reqUire any additional mitigation for traffic operations related to the prevIously approved transportation analysIs conducted by AVid Engineering, Inc The traffic Impact for the proposed land use change results In having 83 vehicles less In the am peak hour, and 8 vehicles more In the pm peak hour This magmtude of change does not effect the prevIously permitted traffic accessing the site Wyatt Real Estate Traffic Analysls Page 6 ",:~ll-l'..r~ .Fl......j)I'~....J'J:l1 1iI""..~....'1 FI_.'II _1".niWIIII. MAR 18 2004 THU 06:21 PM STILLWATER TECH, JUL-07-1998 11:24 p, 02 4'f+clc.k~.... pOP 02 D~PAKTMENT OF TRANSPORTATION FAX NO, 4072067223 U-l lAW1'V~ /:.IlL'" <<(nItM 0 II. 1lUt'I1CT' ~Qlw:.C131 M.Vl~UU2'lT DU~, IUlIl \'f, /lf~ lAMP.... n. J,MU . IIU 1..1.1.... flllll f'l~55, tc 5'U-'Il:j5 ~ "'IUQ . ('h(I ns.Q'lIl TllWU1&" IIIUlIU. J. SBCIlE'Wn' 'e~ ~'U" ~ ~ June 1 > 1998 THIS PRE.APl'L1CA "CION FINDING ~y NOT BE VSED AS A BASIS FOR PERMn' AYPROV AL AFfEll t.lo\leldbu 30. 1m nus DOCUMENT IS NOT A PERMll' APPROVAL Ms Jane Caldera AVId Engmeenng, Ine 2708 Alt US 19 N . Swte 604 Palm Harbor, FL 34683 RE. PRE.APPLICATION REVIEW FOR ACCESS CONNECTION PERMIT REQUEST Access ClILS!, 5 Posted Speed 4S M P H ApplIcant AVld Eogmeeong property Name, Bayrock Properties Approx M P, 4855 Lt Reference Project, NA ConnectIon Category D Secbon 15040 County pmellas State Road' 60w Gulf to Bay Boulevard Request Access COl1DeCtiOQ to S R, 60 . Access Class 5 Dear Ms Caldera A Pre-apphca1Jon ReVle'W of the subject project was conducted at your request on 5/20/98. The purpose of the 'Pre-apphq,non Review is to estabhsh the pemut category. lUJJ]lber, type,. general location and associateci features of access connecuons for the applIcant's property to the State Highway We have given the plans, as presented. I thorough reVlew and our comments or findIngs are as follows o We d.lSllpprOVe the coru::ept as presented with the (OUoWUlg cODslderatwns v' We approve the concept as prc:satted WIth the fonowing eonlbnansleons:wcnlJons OWe approve the conc.cpt as sublmtttd and we mVlte you to subuut a penn1t appbcatlOO- package to the Dtstncl Officc wtth engm.cenng drawmgs that ~nect the conceplll.pproved hae D We arc prepared to contmue the rlWlcw of tho COIlcrpt With the Du,trld. Vanmce CatUDUtt.ee OWe 9tc prepared lO conllnue the rMew of the concept as presented 'Wtth the followmg cOI1slrlf:rauons .-!i~"...IIlll:r.......... ..t...1fl.l.l.__~lIl811.i..II~ MAR-IB-200Q THU 06:22 PH STILLWATER TECH, FAX NO, Q072067223 ~~~ ~I-~~~\ .t~~~ Pre-ApplicatIon ReVlCW Page 2 Ju.ne \. 1998 Cond Ilion sJCDm menU: 1 A Category 0 Access Connection Pemut 15 reqwred, 2 One dIweway connection to S,R 60 to align With Sky Harbor Dnve uuersection.. 3 Throat dLstance to be 1201 as represented on conceptual site plan tItled, Jane 2 Wed May 20, 1998 4 One dnveway cOMectlOn inbound only at the eastern end of Slte, 5 TI1lS approved access plan assumes flO alternative ac;ce3s or crOss access to the &itc Should tius occur, the Department wLil reevaluate tbe sa 60 access 6 The required 1201 of throat distance lIS to be constructed and mainwned in accordance WIth the FDOT Access ConnectIon Peront Should the $ltes traffic volumes Increase by 25% as defined 111 FS 335 182(3)(b) the pernuuee must contact the Department for furth~r evaluation of the accesS to the site favorable revlew of the propo~aJ generally means that YOLl may develop plans complying WIth the review comments and submtt them, wttlun SiX mODths, to the Department for permit processing When penmt requests are sublDltted subsequent to a Pre--application Review, Department staff reviews the design plans m terms of standards, compltance and. construco."ility Tbe apphcant's Engmeer of Record 1$ respoMlble for the techrucal accuracy of the plans In keeping with the IIltent of the Rtlle, the -Department will attempt to abide Wlth 'the reVlCW comments to the extent that neces~ary Judgment is available to tbe Permits Engineer, Unfavorable reV1ew seneraUy means that a pernut apphcanon baRd on the design proposal would hkely be derued Please mclude a copy of this letter WIth your requeSt for continued pre~apphcatlO[I review or peI1D.lt apphcatlon. Smcerely, Alan L Gllbronson, P E DIstrict Pernuts/Access Management Engmeer BY ~' ~~ h,~,k J A, South Ac ss Management Development Coordmator cc Michael Jackson., Steve Fox, Project Files p, 03 P.03 0..1- .... L4:1....:11I~ ~~t..JtUlt.;WIJ.:Ili ..J.~1-F1i...u-.-~U!lZl;lI'.!.IC.]v - MAR-1B-2004 THU 06:22 PM STILLWATER TECH, FAX NO, 4072067223 p, 04 JU~ ~j-~~~O 11 ~J P 04 Tra11l.. :n9lneers ~ - Environmental Engmeers · AVID ENGINEl.iINu, INl;. EI Key WeSl Prores!>lonal Cent~t 2 7Q li A I ternale U S 19 Nonh, SUIte 604 P<llm Harbor, Floml.. 34683 P\'IOn( (8 L J) 7gg.9500 Fax (8 J3) 784-6662 0-) Sky Harbor at S.R. 60 (Gnlf to Bay) -~ TIUP GENf:RA nON ESTIMATES The tnp f:surnates shown m the table below reflect the potential A.M and P M peak hour tnps that could be generated by the propo:>ed land~u.ses The tnp rateS 1JilJucd 10 c:stu:llim the Qaily, A M and.. PM peak- hour tnps were ob~ tho ITE Tnp Gerler3ttOI1 Manual. 6th Edrtton Land-U!e (lTE Codel (QDveJUlmCe Store wi Gasolme (853) Size 12 pumps 3,532 s f. AM Tnps In Out 102 101 PM Trips 10 Out 120 120 Fast-Food R.estallranl 1,500 s.f wi Drive~Thnl Totul (bued OD both U/Ie5 peaking dUridC the same hour) 69 69 58 58 1'71 171 178 178 WORSE CASE ASSUMPTIONS Use of htghest trIp generatlon ratas (1 e peak hour of the generator rates wer~ a$SWI1td to occur for both land-uses on the same tune and duM! the peaIc hour of the aGJacent street, 2 A1i~ume ull vehIcles amve dunng the red pwe, 3 Assumes departures are not evewy dlnnbutcd over the enhre the peak hour USes of a PFD' ::::- 090 deSign for peak 1 S mmutf: penod Ymhm. me peak hour 4 Peslgll for PM peak condioons, whtch bas the longest c;y~le length (140 sees) 5 Uses of safety factor (8 F ;;; 1 20) The worse case queue lCDgth Sltuatwn sbould occur m the shared Icft/thru lane, which has been estimated to have approlOa.mclty 55% of the oulbound SIte traffic durwg the PM peak hour The formula ut1hzcd to cstunntc the longest queue length for thIs lane IS show below (rustnbubon)" NPHIPI-Cft ., SF, .. Vehicle Lcugtb # of Cycles per Hour DlstnbubOn::: 0 55 VPH =< 178 PHF :: 0 90 CycleslHo\lf - 3600/140 '" 25,7 SF =12 Veh&e1e Length 0;< 25 feet (055). (78190) · 12 · Z5 = 127 &et 257 Qrllu'Ido Office Phllllps flace . 7515 Dr. Phillips Blvd. Sulle 230 Fdl:r\B.;lu;:F.\dQ,\J24001\aq doe Orl:l[tdo, FIn rid J )2819 phone (407) 248-0505 Fall; (407) 248.0334 ._-=(:l":::JI.'J~..iiI'"'. ,~I,""Illl!.;1t',f!I~1 ~1~~""iif1.lnl 'lfI!II iiI"!WlllliI MAR-18-2004 THU 08:22 PM STILLWATER TECH, FAX NO, 4072067223 p, 05 "'II".JL-~I'-.1='='O ..i.l.~::~ P.05 0-'1 ..ow. o IIOtl1 fill.. 10 OnlAlGIl1 o UfT lU.f'< 6.16- 916 12' 16 315 Ii. lUll 1l.1tJ 330 646 9 lei 1246 :U5 700 1.0,00 100 400 J 15 10 16 1 115 4''16 7,30 10030 130 430 745 1045 lotS 4 lIS 800 1100 200 !illll , 15 1115 2 '5 515 IllO 11 30 2'30 Ii ,31) &116 1145 2: 4~ 546 tOO nOlI "00 1l1Xl lOCO" o liGHT lu.", 10 0""....'(1111 o ~tn TUIN 61!j , 15 11 15 .115 6llll 930 11'30 )30 US 965 1145 345 1,go 1000 \00 '00 716 10 " ,.,'5 " 15 130 10,30 130 430 74S TO .s 146 &46 ',00 " DO 2-00 500 8 IS H 15 2 16 $ 1S 8JO 1130 2... XI S3D 845 11,&5 ~.5 5'45 gOO 1200 300 &:00 11'lQ" o lIGHT T\ln. [l'C- a snAIG\1T \J ~tf 1 fill'" , \5 915 12 \6 ) l' 830 !UQ 1230 UO 845 1I:4S 12'&5 :uEi 700 10'00 11lO ,1)0 l'IS 1015 i 15 " 16 l3D 1030 130 430 7<&6 1046 1 '5 4&Cl BOO 11 'DO 200 \00 . 15 11 Hi 2'5 S 15 B,30 ",30 130 530 lias 1145 2_115 545 900 12,00 )00 600 "QO& /..1/ liI'flDtlT TUIN o 51UIO\11 CI . Cl ~U, T~l" 6 \5 II 16 12 1Ii 3,15 6'30 930 lUG ~'30 1l'4S &45 116 345 lOll 10 OIl 100 '00 0 115 1015 1 " . 15 I~ 73" 1030 130 .30 E}4 ~ 7 'l! 10 '11 1"6 .45 .J 1100 11'00 200 ',00 4j~ II 1!:. 11 16 215 515 ..; ""0 830 11 ;JO 230 530 ,0 846 ",~& 24& 645 Ill' !too 12 oa 300 "00 ~ ''7 ","0" lAi ~ WIN IAllOl1T 10 r; o lEfT IUl'" 6 15 9 1~ 1l_1S ] 15" 630 930 1230 3]0 645 9.&5 12.5 346 700 1000 1:00 .,00 0 '715 10'5 1 15 III 15 ~a3 7,30 lQ :.\0 130 430 }h~~ 1 lIS 104S 14'j 'us / ~ :J.~ 800 11,00 200 500 '?O/ I a 15 11 15< 215 5 ISo J~" BJO 1130 230 S:JC ~J~ 846 11 45 245 5 4~ ?:lift 1110 1200 300 600 If }(d 1""" < o """1 Hlnl ~"'!GMT 110 u.,/ ~1 111.... 615 91S 1215 3U b:JC 930 12 30 33(1 1145 945 11 ~S 3'45 700 1000 100 400 I"J 1 15 1llU. 1 15 11I,16 1/ 1':10 10 3lI 1.30 .Xl ;( 7 746 10 '5 1&5 4415 3< BDO 1100 2.00 !:.oo t(l 8 15 11 15 215 515 . B311 1\30 230 5Jl1 fa U 1<1$ 1',.5 2-46 li,&& ~I.J '00 1200 31:1:1 ,00 ~ 'R --~l;')M".'l:J..iit""I( .~I:".(III~."""":I1 ~):..1tE'1i"I.I.__.d".::II".!..IC'l~ ....4 ':::"1,.,1 MAR-1B-2004 THU 06:23 PM STILLWATER TECH, - FAX NO, 4072061223 P. 06 P,06 6-5 1":'-'-JkJy ~6 r-,~~ %~~~f.~.11~l' .., ..I [: c7b~:t+,;1t. '" ROO. F OllGHl IU.'" ~IG"l '0 .r 1 lU'1'I /; 15 - 915 12 'S :I 15 llJO 9311I 1230 330 645 9&5 1246 3'46 100 \000 HIO 400 n ., 19 101$ 1"5 4'15 J r- 130 10 3D 131) 430 4Ll 745 1045 1,45 4t!i (t1, r~ 800 111lO 200 li,QCl .~ 115 11 15 :I 1Ei 616 \1;;; BJO 11 311 2;)0 630 , "')' 845 11 45 '2. 4[, I> 4i Ii '00 12 OIl 300 600 , ,~Q" r_ fRl I J II 15 9 1& 1130 0,30 II~ '46 Hill 1000 7 1~ 10, IS 130 10 JO 14S UI45 lao "100 H 1i 11,16 .Xl n30 II 45 11''5 900 1;Z 00 "'Cl" .( Q j Ii 1S 91S 630 930 645 9,45 1 C!?_ 10 OIl 11&1 1011> 130 III 30 745 1045 600 I' ,110 .'15 ",15 IIlJO " JO BAllo 114& 900 1200 "0" t:l II(:HT TURN 10 Q Sf....'.:;,)!1 oun IUi'" fj Iii 91S 1nEi :I 15 IUD '1:10 l2 311 J,;JO 645 945 1246 315 7,01) 1000 100 400 7:15 10,15 1'l5 "15 730 III 30 130 '30 HI) 1045 1.4$ 44S 800 110Q 200 500 . 15 11 lS '1. 'Ii 5'lli 830 11 30 ~ 30 li3tl 1"-; , 'haS 245 5E 900 12: 00 300 6110 ~f JUIl'< a.. 011""1 tu... "'lGliT D 5TIA1GIIT o un Till" o ~UT rUIN 1215 31!l 61f> - 9 111 12-fs 3 1S UJO J,3O r' 830 ',Jij 1:1!'31) lI,:K! 1*'4& 345V 645 &,- 1245 345 1ao ~ n Hill 10,00 1:00 400 I '5 - 4 15 <~ 11S 1015 \ 15 415 , 130 " .. 30 /IJ~ ' 1311 1030 1'3Il 430 1.01' "445 I~ 7,46 10 &5 1.0&5 " 45 2.00 ti'lXI .ill?! ' BOO " ,011 2,00 500 2. 15 5,16 ...\o'I,",,-~ 815 " 15 L. 15 5,15 Ull 8'30 ~ 8.30 11'30 230 530 NS US ),lA 841> 1 ""6 :1 45 5,.cIji 3,00 600 OJ 900 ,too 300 *'00 . Qo<<GHT WI'" o ITU"GlIl t;lIIH nUN 12 15 :I 15 1230 )'30 12 45 lt5 100 HIli 0 1,15 I. ,5 J 1;10 43(1 j,.;j ,.6 4 OS -1; " 2;,(10 500 lr.~ 2. 16 515 q~ 2'311 610 rfrJ Z4li 6.415 C ~ 300 6.00 I 'h\ ~ to.. ClllGtlT ru.... 10 o :i1.AIG~J \J ,~" 'UIN t 1S B 1Ii 12 15 .! 16 1130 9:10 U''JO )30 US 945 12156 345 Jot" 1000 '00 4'00 115 '015 1 16 .. 15 7'30 1030 1 3D 4:tO 146 111 .S 1 45 .. 45 800 11lI0 200 5110 8,1~ 11.15 2. '6 515 1130 1130 230 $,30 1145 11115 U5 645 tOO 12.CXl 300 'OIl .1:3I1(~.'i:,[I...t ~~t."oltI.~.".IJ:l1i iiI'"):...'1F1i.I.J. 'lll.U~"lllli ~ MAR-18-2004 THU 06:23 PM STILLWATER TECH, FAX NO, 4012061223 p, 07 '-'I .~.,JU ....~ e,.i p 07 b'. , cn1 lIluIl 1&01" ti t.J '/ \.1) ~1. I ~ ... ... 1,"000 J:::;; p: ' !'- ~ o JlGMT '1111'1 .10 ? --at1U..C;1ol1 :'0 (" H' TIJIl'< 615 9,16 12,16 :I 15 '30 9'30 '2,:10 130 '''' 146 1214& H5 700 ("""', 10100 lOll 4,OQ 7,IS III 16- 1 15 415 710 .' I~ 1030 1iO ..:xl 7&6 ..; :H 10411 1'116 4 -4$ 100 In-l, 1100 Z'OO &'00 115 te.t 11 15 1,"; 515 830 lOt 1 " :.0 2.30 530 845 l~\ ":45 N5 fi<<i 11,00 I b""b 1200 300 600 1'tO.. o .IGI1~ rvlN TQ on....'OllT Cl lifT TUI'" 15 1S "1S \2"6 :1 '5 fiJll '30 1210 no llol5 1405 1'2. 05 us 100 1000 1,00 4,00 115 10,15 1 1S 415 130 10111 130 430 745 10' iii 145 .. .5 8,1)) ,Hlo zOO SDO & 15 " Hi 115 6'\5 830 11 J(I Z,:JO &30 11'45 11'46 24(, 546 800 12:00 300 600 r~ D .,CJljl 'UIM '0 o :iT....ICIIT a llH 'UIM ',HI 9 '5 1215 ",:; G30 110 12,30 )30 845 $.45 12:46 345 1,00 1000 100 .00 ,.,5 1015 , \5 415 730 '030 '311 4X1 745 10 lIS ,'4lij 4,&& lOll ",00 200 6,00 ,,1~ 11 15 2,15 ti"1lo 830 ,'30 2:10 !i,30 .45 ",0\5 NS 5'4S tOo 12. 00 :1(11 600 oil).. o .1(;1.1' 1UUI TO a stU,'GHT \J \IIT TUll< 615 9'" 12 H, 315 630 UO 12,30 130 G 45 945 l245 345 700 10,00 100 400 715 1D \S 1 15 4'15 730 1030 110 410 145 1045 '141i c4G B'110 11'00 200 'liDO 8,IS " 15 2 15 5'5 1130 11 ~ ua S,:lQ 146 114S 2,4G 546 ,00 12,00 300 liDO '010" --e3 ~ .' ' ~ ~'CHT TU.... ~ ~ ~ nAIO!lT 10 U\J ' -. 1:1 ." tu''''' ~ t IS 915 1215 "3..15 630 "30 1Z,JO J.sa[\... 645 t-4S 12'65 3&& '00 ,-.... 10 IlO 1-O11 4'00 7 15 'fL.ll 111'15 1,15 " 15 '30 '1'h '030 130 430 '1 4511'4 '045 1 "5 " 45 800,'"Jf; \100 ZOO 500 615 ~ ~ 11,15 211i 5 15 UO....JIl-? 1130 Z3ll SJO e ,"5 rr. i) INS 245 !i45 110013511 ,zoo :1'C1O 600 ,1>"" ~ .:...l "" r-; ~~GH' 'UIH - - o STU1G>Il [lo ~~ ..... '" ~ - o lifT TU'N Ii 16 !I ,!'. 12 ,S :I 15 630 9:10 1230 330 6'15 945 1246 345 700 .... IelOO 1,00 400 , 1 '5 'Ill 10 IS 1 '!i 4 16 730 'r)T \ 1030 130 430 745 t~ 10 d5 14S 445 BOO ....1" 1100 zoo 5,00 Ii 'S 1....1 11,1$ 215 51S B:lO rl1t.." 1130 230 5:30 ll~ 1 :Q. \ 11"5 115 &46 900 lit:: noo 300 600 )-- r.i:(:.z..::.II.1l::l....t: 1~1....l:lIl11.~."j::11 ~t:"""iF'Ii"UJ. ~~\II.;I.~.liIfJ~ HAR-1B-2004 THU 06;23 PH STILLWATER TECH, ~ 1 ... ~....O,.J J..J.. ~U FAX NO, 4072067223 p, 08 P 08 h-1 .... tit, PI'Ooo UUJ ~IGIlT rURN o 5U...IGI1T 10 S o lEfT IU'~ 6 IS If 1~ 1215 J,tb 6.30 &30 12 "" :.., '15 94S 12,46 H6 100 0 111 00 100 400 J IS 1'1 11115 1 15 I 1S "30 ':0 10130 13t1 13D 146 47 1045 14'5 446 II lID /. (. 1100 200 sOlI .,5 7"'l "'15 2 15 5 15 1130 IDo 1130 230 530 8451//0 " 45 245 !)4IS 1l00/J.lJ 1200 300 600 ,,"000 W ~"' fUR" lAtC> I'l! 10 r;~ o lUl TUl~ Ii 15 8 16 lJ 16 3 " 6]1(1 930 1230 331) Iii 45 ~U5 124S J'46 700 0 1000 100 lllD 7 Hi ~, ~O 10 " 1 l' .. " 130 J J ~lf 1030 1,311 l:m 71S IA .J~ 1046 US H6 lOCI l~ IS"S \100 2_00 600 I 16 ooJ 11,15 2: 15 515 830 ~<iJ 1130 2'30 SJO 8 IS OI'JO 11'45 N'S :>1&5 tOO 'f S"1 e 12,00 300 500 NCI.. ~ , o tlGHl TUl~ Ozt~U.IOt1T TO (;1,1 i~1 1 UUI , 15 'J 15 12 15 J 15 630 &,)0 1230 3JP 1145 945 12 45 ".5 JOO 0 1000 100 400 7 16 > 10,15 , 15 .. 15 730 13 1010 l' :JO '30 745 /1 1D 45 11\5 44ti 11M ., S- 1100 2.00 !l'OO II 15 3 11 15 215 5 Hi 8_30 ~ 1130 230 530 846 t. 11 IS 2: 45 545 900 ~ 1200 300 1I00 ~. l "'11I "'0" C ~IGNT fu.... 10 o HU,IG"I o \n1 TU~'" ij,IS 9 16 1:1: 15 :I 15 1'30 9"30 12'30 )30 "45 9411 12 '5 a.s 7tOO \000 "00 .00 7 ,~ HilS ,.,6 .. 15 730 1Q 30 130 Oil 140 10 '5 1 ',as 446 800 1100 2.1)0 5'00 8 IS " 'IS 215 S 15 IlJO 1130 230 530 SolS 1145 2"6 545 900 12 QO 300 6DD ...... Cl II GIll fUll'! ,lO Cl 5"/\ 'GMT 01."1 nIl'" 61S II 15 lJ,15 J 1S 830 930 12: 30 330 U5 9'45 '2'~ 345 HIO 1000 1.DO 'DO 7'16 10'\5 1.15 -4 15 ':tD 10 3D pO '30 746 10-16 ".5 .~ lOll 1100 ZOO 500 1115 11.111 2.15 515 &JQ 1130 2-30 5,30 a '5 II ..s 2"5 5,045 900 IZ OIl 300 6,00 ~ o IIGt<T rul'" TO I] Sf....IG"l G un TU'''' 1I15 '.1$ 12 15 315 630 930 1230 130 11'&6 1tG5 12 '5 ,4S 100 1000 101)1) 400 715 1a 15 1 15 415 7!O 11) 30 130 .XI 741!i 10148 149 4146 BOO 1100 2,00 500 9 16 11 15 2 15 5 lS 830 1Ull 230 , 5Jl) 84.5 114S :145 546 900 1200 300 800 . " a_=f~M:::'.'P.l-l.I.~,,~ i~I."J:"lll.ID'iJ::J1 .....~~'iFl..I.JI '1..:11...'11 MAR-18-2004 THU 06:24 PM STILLWATER TECH, FAX NO, 4072067223 p, 09 .JUL-t,.JI-l':>':>O 11 ,,:;::- F' 09 b"'i em' IV t~UIniA' Ell ..ttl~~ I.rtl 'f CICI\d'f & VlIl'III ''''f'~ lnIl~f", St. "'1 iT_",. CWlfad ,,;D. IV'CINt & C W.......r Site' t:OIIP . ClOCIIIQGQO lard , ,'.1:16 Stlft D.te: lOtO'''' Ol".r "'" ! 1 "VtIllC:l. I'GloIp 1 l_E ISUl F lV lA, tv 1SP' MID IDII Ifill' N !lAY 1'1 I Slut""'" '''''rtDdl llOf'th..... If.'" St.~t I 1 I I Illfe..\ 1.-1111 trClu .. 'I. I Lttfl fll!'U IUIIIIl ,..., l"h Thf"llllllllt ~...I U1J. TIlF'\l II allt "'1 W-' lhtu ......r ..s.Ilet.lllDUI !Tot"L 11l1111/11lfl I I I I J I D1;QO , II 0 II 01 . - II 01 , II " 11 0 M3 . 01 .'1 '1 110 D1;151 0 0 " 01 " ..,. 0 ot . p ,. 01 0 61l 11 01'1451 , I ll~~ ot:JqJ 0 0 0 O[ 11 StD 0 Itl 6 a at. 01 0 611 '5 0111"1 01 ,1.61. . 01_4501 II 0 0 III ~ S1Z fI - III , D '1 01 0 ,,] V, ot 1ZUI OI.J!}l Ikalr I II II 0 III 51 11m a 01 IV t 71 '1 0 IUV ,. 01 "221 'r 442.1 I I I I I I 1 DII 00 I 0 II 0 01 n 4tl 0 01 l 0 ,. 01 II '561 U 01 11011 01 1101 .'ISl 0 0 0 01 , S1J 0 01 '5 I :1'1 'I " s.a 1 'I UUI DI HO 0I:S01 0 " , 01 u' "" 0 01 '5 0 1J Of 0 4Cl' 7 Ilj 1191 01 119 C1f:'~ ! 0 D . 01 \i.....i92 II 01 6 --.1 10 01 0 4~ 14 1tl....f'PoI 01 tI9lI IIccv ] 0 0 0 01 6e 1m 0 01 ,. 0 6l OJ tI t0l1 U III 407] I 'I 4015 I I I I \ I I 09 001 D 0 a 01 Ii J9S II 01 11 II 10 01 II In 15 01 R51 01 m 09'ISI 0 ll' 0 01 n ]I" 0 01 lI. D 1 01 1'1 Ql 12 01 "'I 01 114 09')0 I II II II 01 ,~ J6J 0 01 ., II 'M. OJ II '" 6 DI '''I III ,,, 09.45-1 II II Q IJI 9 ~ 0 01 11 II 11 01 D 161 \0 01 "S1 al "J II-I 0 0 II AI sa ~ 0 01 Q D ~ 01 , '~OJ 4J ClI !\Sll 01 me I I t 1 t I I 10,001 II II 0 01 14 S4I I 01 . 0 16 01 0 1]6 J -01 n'l OJ nt 10.1SI 0 0 0 01 5 )4] 0 01 . 0 12 01 0 '11 I Ol 711.1 III '" 10tlOl 0 II 0 01 t4 JZD II 01 !lo 0 11 01 0 - I 01 wI III 616 10:4,\/ ..v. 0 II 01 ,. '!IT 0 nJ .3 0 ,. OJ II JU 10 01 nsl 01 l'i'l ~-l (I II a 01 4' 1:16& 0 01 2'D 0 " 0] II lQ6 H 01 29441 II' "" 1 I I I I I I tI~tul. .. -....-......--...1......-.- ....-.....-..l-..............-----..~I.-'.....~....--........\....-1---.'1.... I I I I 1 1 1 'I.'llDI r:l 0 0 01 19 I.1J 0 II] 11 0 Z6 01 (I 1M 11 01 ""1 III m ",151 0 0 II OJ n .zJ 0 01 5 0 19 0\ 0 111 ,. "I "~I 01 .14 14,"1 0 0 0 01 ,., 'W6 0 0'1 10 Q :n 01 {I w , 01 1191 III ." 14.nl 0 0 IL oj 15 In 0 O! 13 II U 01 II pi HI 01 1191 ~I III' .lI\l~1 1:1 1:1 II 01 .." 1604 . 01 41 II i3 Of 0 Hilt 5Cl 'llHOl 01 DtO I I I I I I I 15-C1O 1 II 0 0 01 to' 111 II 01 11 0 16 01 (I lW . 01 71191 01 m ""1'51 II II II 01 21 In II 01 s 0 n 01 0 <<.58 HI 01 N'l 01 'I' 15.]01 0 a a 01 16 .... 0 01 . a l' 'I 0 4Q6 " 01 9541 II 9'lil IhUJ II II 0 01 10 !al D- Ol " 0 12 01 fl "'- 10 01 10811 AI 'Ml -.r\ 0 0 0 01 75 18U 0 al 4'i 0 6ft 11 a 16,71 42 01 IT'll 'I 1710 I I I I I I I 16 00] 0 0 0 0\ to ~1 0 Dl J 0 Z4 01 II 4ll. n 'I 11]1,,1 o I 11)6. '''.n[ II a 0 01 1CI M5 II 01 ., 0 1) 01 0 "" Z'il' 41 11161 'I 1112 16.101 " 0 0 01 t9 .10 (I 01 . 0 'e- 01 0 14 e !I ""1 z\ m., 11t:45l Q Q 0 OJ '1 6Gt (I .J T a .. 01 1 4V ,~ 11 109't1 111M IWIur I 0 0 /) OJ . ..11' a 01 ;e I ., 01 , 1714 A '1 'HlI 1 I ua1 Mf\lRlIAV[II" ,AI.aIIO '1\\1 2- fI ,,-r I'V~ hpo CotO.ll Co ~Q!lt' ~I h.' '" , "'~m..ll.TI::r.......t.,;, '''''I...(IIIl!.:It'~:I~ ~":~'if1.I'I.__~l..::II.~..I(I]~ (I MAR-18-2004 THU 06:24 PM STILLWATER TECH, FAX NO, 4072067223 ~UL-UI-l~~~ l~'~ -,,,., , P.rtly Clautr l w.... ...... *",,:0. ""'"'" I G. *-", .I'd . :1''''. fl.r 1:'1 'T Of C~E."'TR lr.tth; 1,.,,_1ng ,-- I S<<tthbou'td rt.r~ I Ji~ I left J~ru .'lht 'Ih'cllr ..... 1 IGUlf 1'D MT IV I it\' IlIUal DfI ICltI. f TO' fliT IV ,....,,-- IltOrt"'.... la. t...... . . I ,. I l..tt ft.". IJJtIt p~ t ..eft "'1~ II: \ "t '.1 Lef. Thru ttiflt I , I l 1 l 01 " oa! II 01 1 II as DI . ,~ , 01 jlO '" g 01 I 0 Z2 01 0 4(>> . O( U '" 0 01 ): D It 01 0 117 5 01 ZS 69l II 01 " 0 II 01 (I "'1 8 01 " a44' 0 01 22 a .. 01 0 '695 Z5 , , I 0\ tn \4997 D 01 154 0 554 21 1 13_ J30 -I J.' t6_t '1 19.6 . 10.1 D.ll . "76 Z.l -, 1.1 ..... -, 0.7 1.' -I - 45.6 1.0 I I 17.0lil1 q 0 0 l1-UI iii ~ 0 11.1111 0 0 0 'l1"'.i1 c Q q MAUri II 0 0 I JOt.ll 0 0 II Ii: Apr,1 I "'t.1 ,... Ilovr Anllrsh 'y En"'" Int~I"M(I,IDn flit ltI. 'tri..: 117;. I;I!'\ 1~1'" '0 01;" on '0/011" II.. I 01:15 I o,!t5 I 01:1' I 01,15 Vol. I 0 0 0 -I 56 '045 11 III at 0 ,. III D Z07 .1 ~ct. 1 0.0 00 0_0 ~'l.T '7.2 0.0 al it.' 0.0 JI~ _I D.O 91.1 1,8 Tot,l I 0 I roen I 9T I 25104 Ill~ I 07:" I 07:'5 I 01:10 I 01'15 V,I. I " a 0 -, lO 512 Q II . 0 lit .\ 0 6?1! IS Jot,' I 0 I ts2 , SO J 691 'lIf 10.000 IG.- 10.. IG.1f\lO 'r,Ii tkIWl' "-\yll, Iy tntif't Intlf"HCt".' fer \'he htlod~ "'00 CII'I 10101/96 to '114~ ttI 10/D1/96- T'M I '611$ I 1611f I 16;" I 16:15 Vol, I a 0 Cl III JI!569 0 -1 Z9 G ~ "I , 17115 55 pet. I 0 0 O.b 0.0 ~I ~_. tr.G 0, _I l6.\ 0.0 Tl.8 ., S.. 96.9 2.9 lahl I D I i64'7 I ,,, I 1", 'Ith I 01,15 I 16.1S I 16:'5 I fl:oo ~o\. I 0 0 U AI SO 615 0 _I 1 a 26 Al 0 49'S to 1otol I 0 I 71' I 3J I "" PM' 10 000 ID.9ZS la,D40 10.922 p, 10 P.10 /).q $t~ 1_: "'lQIClfl' $f te eo. I ~Q &t.n a_t,; 10/a1196 .-.c I 2 II ntyllhc lull r<<;lu '~ll~t.tl'ot'IIJ't.1 I I I I I I 21 HSotoI 21 ,,51 VI ,;wI tl f 9St 01 mzl 011112 01 U6I1 01 '1~ 2:1 45731 zl '-111 , , , '11Q6H1 "!Xl&l! .j -I -I '"I -\ -I I I 1 ,,' I 1 1.1 I I I I I I I I -I I I I I I I I I I I I .It , 1 I.' I 1 I I I I I J "I I I I I I , I I .;:(=I....l1I:l..Z-I: .~f.".I'I'll."'i..I~. ..-t:.-.1.FI...JI :111.:1".11111 . MAR-18-2004 THU 06:24 PH STILLWATER TECH, FAX NO, 4012061223 P. 1\ Pl1 ~U~-~I-~~JO !~ J~ ~..,o HARBOR at $R 60 (GULF to BAY) PEAK HOUR LDOtIT CONDITIONS VACANT TAACK 05/05/98 16:34.51 NAL94/TEAPAC!V~ L1 2] - Capacity An~lY6l6 summary ~rgect~on A~erage5: Degree of Saturatlon (v/c) .69 Vehlcle Delay 7.5 Level of Service a+ --------~-~-------------- 11 Phase 1 Ph~se 2 *. -----------~--~._-------- .... 11 * ... * + ++++ c:++++ ++++ V \ <:+ . ":> V I ~th I .*** <+ + +> + + ... + + + ++++::> .;0+++ V ---------~-~.-_.----~---- G/e= 172 G:; 20 6" Y+R:; 4 au OFF= 0% G/C= _762 G= 91 411 Y+R<= 4.0" OFF=20 5% --~------------~--------- G=112,Q see'" 93.3% y~ 8.0 see <= 6.7% Pad= Osee = 0% C=120 sec ___~_.~__._________._.a___.~_______~__~.-~~---.--_.-~---------------~~~----~- I HeM \ L \90~ MaxI v/e Delay S Queue Lane \Wtdth/\ g/C I service Rate] Ad] \ Group Lanes Reqd Used @C (vphl @E Volume ---------~.----------_.~--<<-_.--~-------------_._------~~--~~-~-~--~_.----~-- I Approacn 75.8 F :;==~==~=~,~~~.==~=~~==~~=_~=w==~==;_=~===~==~===~_~=~~~-~~-==~~=~~~~~=-~====~ \12/1 I 301 I 180 \ 12/1 .367 .180 i \ 2C:2 \ 128 161 \ 565 \ 36.1 \ D \ 223 ft\ 173 1.161 112.1 rF 239 ft RT ./!'+TH -------~~--~------~-~.--~------------------~-----~_.~----~~-----~~--_.-------- ~ Approach 3~. "7 D LT+TH+RT[ ~2/J.. I 310 I ,190 I ~==~==~~~~==J~~~~~J===_==:==~=:~==.=~~_~~=~~=;~~_===;~==c~==~==;==-====~~====~ 1 [ 1.99 I 147 I ,662 \ 39.7 I D 1203 ftl ______________~p_____~__.~~w~_~r~___________~_~~~~_~~_~---~---------~--------- E A.pproach 3 A ~~~~~~~~=~~===~~==~-==;~=U~g~D~=~=~~=--~~;;;=~~=-~~:~~===~~-~==-~~~~-~=-~~~==~ TH+RTI 36/3 \ .456 I .770 I 4254 1 4254. \ 2394 \ ,563 I LT 12/1 589 .770 111 135 14 536 \ ',1 \ A I 309 ftl "'] , 2 B+ I 29 ft _____._--~-______________a___.______~____.~__-~________~~--~---~-~w~-.-------- r_ I ;(::;f.;IIlll:r.....'t. 1~1...,lI11I!.;VO.l'...:I1 't.~I.I' '{Il.U!."111 ,. MAR-18-2004 THU 06:25 PH STILLWATER TECH, FAX NO, 4072067223 P, 12 "~"... ....r-J."~e> .1.1..)(1 P.12 Approach .4.6 A b-I, ===:==~~~~~-;~:~:~===~=:~=:~~:=~=:=~==~==~~===~~-~~=~-===~~==~=~=~RQa~=.~~=~= TH + RT I 3 6/3 I ' 5 72 I ~T 12/1 1_000 1 770 I 4287 I 4267 I 3210' 749 I 770 111 135 ~ 161 1.167 ,4 I A j 415 ft I 88.3 *F 6~ ft --~-----~-------------~------------------~--~----~--~--._--~.-----~------~-.- .. ;C:.l....I\'I:r.......I~_ ~~t......IJIl!._.r...:iI~ ....1~~1~..1.1. MAR-18-2004 THU 06:25 PM STILLWATER TECH, ........... Vi ..........,.JU .I.~...Jt...l ,~ ~ { HARBOR at SR vO (GULF to BAY) PEAK HOtTR rLDOUT CONDITIONS VACANT TRACK ~111.;JI.i.IUI~ Ill' FAX NO, 4072067223 p, 13 P 13 0.. rL. 05/05/9B 16:35.04 3NAL94/TEAPAcfvl Ll.2) . O~splay of Intersection Parameters 153 6 159 12.0 l2 0 ,0 1 1 0 t>__...____...__ 1 \ ._-~---~~-------- ._~-------------- 153 12 0 1 / + ...............--...-...........--- 2700 36,0 3 -...--....-----..--...- \ 7.2 0 0 \ _k________~______ 28 6 .0 12.0 ,TTIME co 3, 0 sec. 0 1 Key VOLUMES _. > I WIDTHS v LANEs ~--._--~-._--------- \ 159 0 0 -----------~----._- . I \ 1909 36.0 ~ ~~~~----~-----~---- / 70 12 0 1 North I _=~_m~~~_~~=======~ / -----..WA____ 106 Phaslng. SEQUENCE 11 o PERMSV N N N N o OVERLP Y y Y Y LEADLAG LD LD ..--;{-lll{~lll:;;;r"......~ 1~1,"';IlItr.:D'.;..I~1 iil""t:..."n...IU. __.!TIIZI::II.!...[I'~ ~ MAR-IB-2004 THU 06:25 PM STJLL~ATER TECH, FAX NO, 4072067223 p, 14 P 14 ~-~ ~ ~~J~ ..~. I~ Q"'J Y HARBOR ac SR 60 (GULF to B~Y) PEAK HOUR ILDOUT CONDITIONS VACANT TRACK ~ WORSE CASE SF=l 5, GF~l,l 05/05/98 16:45:41 GNAL94/TEAPAC[Vl Ll,21 ~ Capac~ty Analys~s Summary c~rseCL~on Averages. Degree of Saturatlon (vie) .72 Vehlcle Delay 8.3 Level of Servlce B+ --------~---------~.__8__ 11 /** Phase 1 Phase 2 .__R~____~_______________ \ + .. * + * ,. <+ '* *> v ++++ <++++ ++++ ...... v rth <+ + +~ ++++> I + + + ++++ + + + v -----.--~.--___~_w~.~.___ G/e= .158 c;= 22 1" Y+R= 4 011 OF?= 0% a/e= 785 G",- 109.9" :"+R= 4.0" OFF=lB,6% ~------~--~------------~- C=lt; 0 sec G=132.0 see"" 94,3% y= 8 0 see ~ 5.7t Ped~ .0 see "" 0% Lane lWldth/j g/C I Service ~atel Adj I Group Lanes Reqd Used @C (vph) @E Volume -~---.~~~---~~--------------.R-~9---_______~___~_______________~______~-_~___ 4~______~________~___..__~_____~__~___~_________________________________~__~. I HeM 1 L 190~ Maxi v/~ Oelay S Queue Approa,ch 83.l F RT T+tH =====~~=======~~~=.-~*a~~-~=====;.~="~=~==~~~~=~~==~5d~~====~~~=~==~==~~~~=;= )12/1! 351 1,1651 12/1 .392 ,165 i I 226 I 123 161 I .617 I 44.4 I E+I 265 it! 173 1 138 119.1 ~F 28~ ft ~.---------------~_._-------------------------------------------------------- Approach 79_4 F T+Tti+RTI 12/1 I .374 I .165 I ===~==~;~~=-~==~=====~~~=~.-~=~~==~==~e==~~==O~=====:m~C~E~~::~::=~==:=~==~~= ------------~--------~-------------~--------~---~-------~------------------~. 1 I 119 I D6 I .919 I 79 -4 I F I 223 ft' Approach .9 A ==~~-~=====~========--=~;==~=::~=~~==--;;--;=-~~-~-~.~~~~==~~~=~===~===;=~~~s 't'H+RT I 36/3 I ,5S3 I .792 , 4390 ! 4390 I 3240 I .738 J L1" 12/1! 740 .792 115 lJSl 103 ,725 .4 1 A j 0141 ft I 16.5 C+ 42 it -------~---~---------~--------------------------------------------------~-~~- .-~(..I""'~'I:l.I.ir'~ ~~t.".lIlI~.;1I'.I''':I~ iiiI"',:-.1iFi..nu ~tll.:lI~.I(II~ L MAR-18-2004 THU 06:25 PM STILLWATER TECH, FAX NO, 4072067223 p, 15 JU~-~(-l~~~ ~l'~l P 15 ~_pproach ~"/~ .,=~~=~~.===~.w_;=======~~======__=;=========~==___====_=________________=_~-- TH+RTI 36/3 I .519 I .792 I 4416 I 4416 I 2814--1 . fi37 -1-----2~-I-A--1-3e3 - f~-I LT 12/1 1 000 .792 llS 139 161 1 134 87.9 *F 66 ft 4 9 A -------------------------------~-----------_w________________________________ _ ~(~"..II11I:l.....t ~~I."..in.~.~"'''':I~ ~t:..."IIiFli"lni _~lIt..:I.l.<<I)~ ~ I. HAR-18-2004 THU 06:25 PH STILLWATER TECH, FAX NO, 4072067223 ."JL-I.II-1':'::l'O It....~ T HARBOR at SR 60 (GULF to BAY) PEAK HOUR LDOUT CONDITIONS VACANT TRACK. WORSE CASE SF~l S, GF=1.1 }NAL94/TEAPAC[Vl Ll,21 - D~eplay of InterSsctlon Parameters P. 16 P 16 /)"'J5 aS/aS/98 IG:'t5:46 153 12,0 1 159 .0 o I<e~': VOLTJMri:~J _ _ ;;. f W(OTHS v lAANES 6 12.0 1 ..__w~_____________~ ----~..._--... I \ 159 .0 0 \ ---~------~----~--- ~---~-.._--.,.---~- -----~----~--~-- 2639 36 0 3 153 12 0 1 I ------------------- + I 98 12.0 1 ...---~...--......_-...._--- 2390 36.0 3 ~:==~;~~~=~==~~=--; ~-----------....._- \ I -------...----.. 40 0 0 \ --.~-~----------~ 46 o o 6 12,0 1 78 ,0 o Phas:!.ng TTIME = 3 0 see I \ Nor~. h I S;;;QUENC1~ :-::.U4SV N :J.V~p Y -,;::->..oI.AG 11 N N N '( Y Y LD LD Ti)TAI ~ ,,. SKY HARBOR DRIVE ~~, " ...... " .......... .........\ - '\I \\ 1\ \~\ 1\ \1 I II ~~'"jI11 II ~ I II _~.J II II I I II ~ II II ~--, I II bl! I II ---!I~ I II 1]1 II __J II II I I II 1..1 I II --1I'1ll1 II b II II ::7~I~ ! ! II II I II II II I II II II J 11' ~~I; ::~ III II ---\I I Ii~ ~ ill 110. ___" I II I II II I I II --~1 I i Ii -- II II - I II -- '111 II I II __ 11 II I II ---jll 1'1' -- J I I: II -- '\ I II ---T~ II I II II ~...,-J II II --l I II I II I II II I I II II II II I II I II II I I II I II II I " ~ ~ ~ ~ ~ ~ Z > ~ ~ I I I I I I I I I I I I I ~ I I I I I II I I I ~ I I I I r I I ~ I I " I I I~ I I I I I ~ I I I I I I ~ :1 I I I I I ~ I I I ~ I I I I I I I I I I I ~ I I I I I I I '( I I I I I I I G) :1 I I I I I I I CI I I I rl II I I "T'l I I' I I I I I I I I I --t I I I 0 I I I I I I I c:d I I 1 l>' I I - -PI 00 ::::c z 0 I 1]111111111111111 III! 1111111]11111 (J) 1111 I I I I I I I II I 1111 --l r--.,.--..,.--,--- )> I I I --l I I f'Tl I I I I I I I ::::c I ~gi!~~1 o __ I ~~t;I~~1 )> IV''' I ,~~ I I I ~~~ll~ I o I I ~,.,::::31:i1 I 1l:.g",~1"'11 I i~;;:~~ [ I i5~~~~ I 1 ~~;~il! 1 "-1 11I1 I ;~~~Bl I I iit~;~~ I I ~I',,~~I I: I "'~~~!!I I : ~~~~~l I I ;:j<l~~;;;1 t i ~j ~ gj I I I ~I :<>" I I I I I I I I I I I I I I I I I I I: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I !......~ I I I IV"", I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I j I I I I I I I I I I I \ I I 1 I I \ I I \ I I . I I en o ~;:o /""'--........ ~1'T11 / --L ~ Q~ I I ~~ / (----- I O~ Q is ~ \ J N I 0-""...9.;0 ~ o. I I :~~~E~ \ : I ,.g~~~~)O~ I I (A 0 ~n~a::l ~ 0, I~ ~~~~::!!I r.._ I I ~~ ~2~ ~ 1 ./:>. I r2g~F"''' I I I ..... ,,>, OZ I I ::lIlDr:: I I I o~ O~~ ~~ I \ : o~ c o-E 0- I I ill ,,~O, o~ ~ 0: ~ B;~ ~ O~ r ' i I v~ ~ I I ~ ;; _----- j I Iltr---~ ----- ------.i!__________~~__----=:::::....~ II :!~ ~::-~r- -~- - - - --- - - .-';;.;.~- --------~--~----: /r /------"'''- "\ I 1 11'1 I I I' ;' \ \ I I I I 1 ij \ I I I Iii I I 1\ I I I [ I 1\1 ( ) 1\ I I I I I __ I' I : I : I I II I :: :1 :: :1 :: :1 I II 1\ \ \ II II' \ \ II II \ \ ' / I I "-I I \ \ '" I I ~ 1"-. I "' , " / I II It A' " .....--------------~--- /' / \:, II I~. , "-" ,p." ----- ---_ r' " i II II ~"~" ~'\ ------------/ / I I f I... ...... ....... __ ..../ I II II ~ ~... --- -----------------------_____ ./-'" '\. ~ : I /' ',",- ---------- -~- r/ "\ ii i~'~: ~.....~:~.-=:/ 6=-:::=--i--=---~\O~;-==-------""~==- ~_ ~~ -:! :: I ""- -----" -,. I II II ".!l "'- o~ 0- o. I I "f ! <3~~ ~ J ~ q ~~~~~ I I ; 0,... ~g;i1!1!~ ;!i~ II 11 ;;t] ~t"l~~~ai;l ........... I j I 0.. ~ ~ :E ~;o ~ r ~ I 1:1 > 0:0- ~ ,,!ll11~ ~--1 I JII] ~ ~ F~~f:~~ 00 I "'fLOO'I'L ;::IS ~~ ~ o. ~~ (~F :1 O~" s' I I II II II II II II II II~ II~ II: lit II~ II~ I' II II II II II II II <-"I .III " II ill ,II ~II II II II II II II II II II II I I II II il II II [I [I II II II II II II II II II -" 1:1~ ~~ ~~ a: ;~ ~] o~ = ~ o~-:,o" S 0; If- o. o~ o~ 0.., o~ G, 11------ ~ IL_____ ~ II Ir------"- II : lL - - - -:- u 11-----"'- ~ IL___...._ II . II , 1",-- ---- if' - :~----:- 11:1 1[0------ ij , I!------ ~ IL____ _ II II Ir----- II Ir~---- II I!------ I II !b == =~ 1_~_==~~i3f I i I~-=-;:::~ I II I 1(._____ ij Q or;----- - 0.11 oil_____ ~II 0 ~~----; ~ : Ir- ---";: ~ 1L__ --- ~ r;-----" II ""- : IL____'_ ~ "'" ""- Ir---~- ~---- ~--~ [ 1\------ [ II ~------ '\.~--- to! I- P b IIlI I t l " o ~ Cop~lgM 2004 StillwQter T<<l1naloglil!!ls In.::: feserves cOp}'"lgl1t an(j other ngllb J"II!!Istr"lc:tlng these doctlments to the: Orlglntd site or purpose for which t.,~y WM~ pn~pared Rep(od\Jctlon~ cncngil!ls 01" ass.lgnments ore p-rohlbl~E1d ~ 00,,<; " -'" '" '" :0- o Z 0... O:;;w;;; ~~ 0'1 -., (/) (/) '" " ;; 0 " .,v DATE BY C~~ENTS SITE DEVELOPMENT :r I " :> '" '" PI 1'1 ,. "' " :> ~ n "'/2,/04',," ISSUE FOR CHY a- CL.EARWA n:A ORe rTJ rTJ !;; '" !1 stillwater --I --I 0 !:l PLAN Cj z ~ .. TECHNOLOGIES )> ~ ;;:: c 20 North 0n:In.g~ A"'emte . .... 0 1'1 II ..... ." [!l ~ Sllire IlOl Bank and Retail Center (".) q ~ ~ 0 Orlanoo Ronda 32801 ..... '" 6 ~ (401)206-1222 S: (41ll) 206 12'-3 1\0; Gulf to Bay Blvd @ Sky Harbor Clearwater, FL o~ 0" o~ ....... ". o. o~ o~ .... " ..... 0.. ""U'.I'"tlI~~ l:;;:~~ ~;::~Q:I~ "' '" z:c:r;o", -IVll::O )o....,~"[J ~Qrr1=E ~~~~ ",,,,"' ",,,,'" ~5~ :tU'.lZ P>I,.. ~~n~ :IOz"" ... '" z" ~~~ :;00= ",,,:z ~g~ ~~l..Q g~~ Z.... ....0 ~" ~~~I ,~~ ~U " ~ -.. 8J!i-'; I~~ ~'d~ ,!:lEl -.Jl!i~ ~~ ill "~~i ~~;:[ H;~ Q;~ !;.'~g ;;5~ z~"'- ~~.e ~o; ~~ 5~ rr1 < ITl r o "'U s:: ITl Z -l o )> -l )> '< ~ !:!2 -l f'T'I - G'l ~3a~3~~g~~~~~~~ ~ ~1;:I~E~~i~~i~~ ~ ~i~~~~~;~~g~ ~~ ;0 ~~~ !I!~~h~~ ; Fz )> ~~~8~i~~!o~~ .~ .- gF,.,-tFr ~!AI~ :::!!Q ~i; ~%~~~ g ~~~ ~~ ~ ffi'~IE:O~S~"'D5:"'II'o.t'l na r3D!i:E:~~ l1c:~~~ 1;..., ~~~~~o!~~~F~ ~~ ~ 5<~~fl;;~.:~a" ~ !;~ lIte!;F~~ 1(la ~~ffl.o ~~ (Jl ~:l:jd:;cl~MO~:iilZ""'.g ~ 1=~~8l.:;~MF~f'I'n ;:!~ ~~~~~gll~~i!~~ i~ ~1"1~~i"'~~g::~~ d~ JC:t "'-::J 0 ::I!O~ C ~~"'''= i:"";I':"!:o ll~ "U!>~ ~~~~:;:~ ~: ~ ~,.~ ~ "~~'!< ~ i:l ~ ["jCl'8-oi!= !;!OIl;;l!;:!1"J ~"il!~\\ ~::li ~ "S B~<l~~ ~~3 i'i "" ~~?~~ ~:o g ~~ !:1<l8~!ii ""'~ ~ E: ~:~~ ~!:d~ ~ Fa i [110% 'i;"~ C 0.., ~ ~~ I ~ Jii ~ ~ 'f:. -.: .... y: ~ ~ i> ~ ~ "';'":;a:;I;,II): ~!!~" :;t~~ ~R~Q i'~~~ ....-8>< !~~t; 8;ll" ...:;v~ S~ ~~ ~ ~ ~ :::~ i'i ~~Z~""!!~ ~!i!!-Irl;l~_r" :;;;ll~"!i~ ~o~~~z~ ~~l!~,,~~ =~:~~~~ ~~~:~g~ ~~ ~~ ~ ~g g5 g 001:]1;1;I0000 ~~~;~:: ~~ij~U~ o .!S "'"1 !~ 0",- _l" .ll ,.- ~8 -.!S "~-~ --~~ ~~ oO"e C"l ::<l ~ :>>- '1:1 :I: n r/.I (;I ~ . ~I ~ ....~ ~~-~ ....-~~ '" ~ n" ~ 0_0 ~ ! jl (') I I ""'t-l~-"'oI t~~g~ ~ UlOr.;! ........C...............Q t:~l'::~ ~~!H .!S 8 ..!S PREPARED FOR WYATT REAL ESTATE SERVICES,INC. 1211 Westshorc: Boule'lo:m' T.amp31 1'1. 33601 (iIJ)llll-ll700 (ill) 281 ll9l fax Sn1Jwiilte~ Tcchnolngksl lnc rL C~.rt of Au'lh #8326 I',<d<=k A. Blocb.. I' E 1'1.. Reg #50701 Date- APPENDIX C Record of Conversation / Meeting Minutes Wyall Real Estate Traffic AnalysIs Appendices Amencan Consulting Engineers of Flonda, LLC 4111 Land 0' Lakes Boulevard, Su Ite 210 Land 0' Lakes, Flonda 34639 Tel 813 996 2800 . Fax 813 996 1908 amencan@ace-f1acom. www ace-lIa com TELEPHONE CALL RECORD Date' Time: March 23,2004 2 15 pm Date Issued: March 23,2004 - Issued by: Gareth M Klotz Contact: Company: Anthony Kasper, E I FOOT - Dlstnct 7 Traffic Operations Phone #: (813) 975-6250, SC 27707 ProJect: Subject: Wyatt Real Estate Transportation Impact Re-Analysls Verification of ITE Land Use Codes, Peak Hour and Land Use '=' f~.,.~}t.j{~-'<~ ~t.." ~~"*,!Y"'i."(f ~ct>?ur JJnd~r~t<~'ld~W 'any q uestlOlJs" a1:l1jlltlo l' ~,t I &)~~ ~0:mV{~ o~ fie ~a9c:g,r:~Je~un less ". 4-i::,....2 "( ~ :. , >. =) - ';,; 2*> 'Ik~~ I contacted Tony Kasper to discuss the pre-application meeting for the above referenced project 1 expressed to Tony that this project was already permitted, however the land use has changed and we were directed to submit a re-analysls of the tnp generation showing the new proposed traffic Impact to the site Tony concurred with uSing the Drlve-In-Bank Land Use Code 912 based on Gross Square Feet Tony directed us to look at the PM peak hour for the analysIs After explaining to Tony that the 2nd land use will be a sIngle retail structure, Tony concurred on uSing land use code 815 for the 4,700 square foot stand alone retail store Tony apologized for not attending the pre-applications meeting and acknowledges that our re-analysls only needs to support the any change In tnp generation and Impacts of such change In traffic Amencan Project # Copies To: file F \Projecl\5049795\AOC Tony Kasper 032304 doc 5049495 "A Culture of Engmeerlng Excellence" . i.4-;,1'11311.',,::a..iZ;t,. 1~."'.lIIll!_A".l:i" "'1:--''1."..... __~~II.:lI~..U]~ FROM WYATT&ASS0CIATES PHONE NO , 813 287 2392 Ma r 25 2004 05 05PM P2 ~\\ ~~ g ~'I Florida Department of Transportation ILII Uti ~.. (,OVJ RNOIl: DISTRICT SEVEN PINELLAS MAINTENANCE 5211 Ulmerlon Rood, cteorwater, FIOfIdo 33760 (727) 570-5101 .1-877-2J8-0142 JO.,I '" 111(1 I, .,1 (({nARY March 23,2004 Tbb pre4ppUeatum (iD.dlllf: mil)' be used 85 II basil for pe.-nllt IIppro".ll.lll(ll 09/2312004, given field <<IndltiODS have not "lbstantlOllAlly changed THIS DOC lJ M:ENT IS NOT A l'E.RMIT APPROVAL Wyatt Real Estate Services Ioc 1211 Westshore Blvd Tampa, Fl 33601 Attention: Paul N, Wyatt Re, PRE-APPLICATION REVIEW FOR ACCESS CONNECTION PERMIT REQUEST Access Class 5 Posted Speed 45 MPH Applicant Wyatt Real Estate Semces Access permit #; 04~A-199-0020 Approxmlate Mile Post 04.843 f.P N. # None Connection Category: C 60 t to 1200 VTP Section 15040 COW1ty _ Pmellas State Road; 60 Request' fu-appljcatlon meetIng for Full Access Dnveway onto S R -60 Dear SIT" A Pre-apptJ(:ahon Review meeting for the above project was conducted at your request on 01123/04 The purpose of the Pre-apphcation Review is to establish the permit category, number, type. general locabon and assoculled feamres of access connections for tbe apphcant's property to the State Highway We have gIven the plans, as presented, a thorough leVleW and our comments or findings are as follows o We disapprove the concept as presented WIth the following con.,lderatJons []I We approve the concept as presented WIth the following condltloncifconsldemllOns o We approve the concept as submitted and we inVite you to submIt a penn It application package to the PmelJas Mamtenance Office with engineering drawings that reflect the concept approved here OWe are prepared to contmue the review of the concept W1th the Distnct Variance Comml ttee, o We are pl'epared to continue the reView of the concept as presented with the folloWll1g conSideratIOns, "). ..... ~ 0{ ....~.J. ): - "'..",e- '!/' .....':"l4:.-..... "'::!'-'~........ \ ...,. ~ '- ~'a~t~i.8t~fl'us" ,- ->, -,' @RECYCLEOrAPfR .-:f.J:IC::JI.l'I-l..ir.. ~fIiW""'J:l]t~_a~~w "'.~'FI.ltl. _~'III.::I.1..'I~ - FROM ' WYRTT&RSS0CIRTES t( PHONE NO 813 2B7 2392 Ma r 25 2004 05' 06PM P3 CondrhoDs/CommcDt.: 1 ProvIde four (6) complete set ofpJans, forms and SIte surveys With onglOal sIgnatures 2 ^pphclltl(m foe 01 $1000 00 111 the form ofa mOlley order, certIfied check or <:a$hler's check made j)a.y...ble to The F10nda Department ofl'ransporlatlon 3 Provide 4 copies of Dramage permIts or letter requestmg DraInage Exemptlon \ 4 I 35' Full Access Rad1Al Dnveway (Concrete 6'"thlek 30QOlb Cl8$s I Concrete) All permit appbcatlon packages shall be submitted to Ronda Department of Transponation 5211 Uhnerton Road ClelllWater, FL 33760 Arm Bnan A BeMen, P f5., Pmellas Maintenance Engineer Favorable reView of the proposed generally means that you may develop plans complymg WIth the reVIew conunents and submit them, WIthin SIx months. to the Department for permit procesSing, When permit requests are submitted subsequent to a Pre-application Review, Department staff reviews the design plans for oomphance with standard and cons'buctablhty The applicant's Eng1neer of Record 15 responSl hie for the technical accuracy of the plans Tn \..eeping. with the mtent of the Rule, the Department will attempt to abide with the review comments to the extent that necessary judgment is available to the Permits Engmeer Unfavorable review generally means that a pennit applIcation based on the deSign propo<;aJ would likely be denied Please incl ude a copy of this letter with your request for contmued pre~apphcatlOn review or penmt apphcatIon Please contact Ron Seichko at (727) 570.5101 If you have any questions SZL/~ n~~:~ P E. Pmellas Maintenance Englheet' BABIR WS cc DOlson, N Latmlle, D Karas, F Blecha, tile l~~ ~ ~ ~~~:;"i-1.r, l.'f't'"j(.~J-t~ ~;-~f:-~ ,. - ~.,. ~ ... - ( DATE, Tuesdav. March 23.2004 09:00am PRE-APPLICATION MEETING PERMITTEE: ADDRESS: PHONE#. ~ ~l ~ 5avJ~5 ' PROJECTNAME tlf 11vp . .s-li~s nr 4v-LF fc~ PERMIT#s: Access: 04-A-799-0020 Dramage: 04-D-799-0018 FIRMlREP _ Stlllwater Technology / Frednck A Blecha PHONE#: 407-206-7222 DESC: Drainage 04-D-799-00l8 / Access 04-A-799-0020 SECTION NO. 15040 SR-60 CATEGORY: D NAME. Dan Karas Nonnan Lataine Ron Seichko GROUP REPRESENTED F.DOT F.D,Q,T F,DO,T, PHONE NO 727-570-5101 727- 570-5101 727- 570-5101 1<, ck f5 f ec.k't ~Q~: w~~rr ( Cl e ~ \L\ (J~C::. rUlw..1-v 7Cu.."'dlv~I-<-J ~ ~<tl E-rldT u: tn~01.\.( .....J 7:)(\ I./Ol-1.0G-77.H .,,/02. fl]- no-C.f<f J ~!, ~99In- 2800) :;r7=S:J~ Comments: · ~ ~ " ~ ;:~~t~~~?:~~j~~~a ~ ;:;~~~;~dd ~:;--I.+'oIJ: LJum,17v/' ~'hf. ~(lLvuY ~~u ~~c~ ~-- ,- Free-Standing Discount Store (815) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, A.M. Peak Hour of Generator Number of Studies: 8 Average 1000 Sq Feet GFA' 90 Directional Distribution: 50% entenng, 50% eXiting 'I lip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Devlabon 582 ~d.ta Plot and Equation ...-- 1 1,100 I I 1,000 I I 900 I 800 <Il I "U l: W I c. ~ 700 I (I) <3 E (I) 600 > (I) PI '" CD 500 :( II l-- 400 300 200 X 100 50 60 X Actual Data Points 353 9 05 304 x x x X ~- x 70 80 90 100 110 120 X = 1000 Sq Feel Gross Floor Area Fitted Cu rYe - ----- Average Rate Fitted Curve Equation: Ln(T) = 1 169 Ln(X)... 0.950 Rt = 0.50 rip Generation, 6th Edlhon 1237 lnstllute of Transportallon EngIneers Free-Standing Discount Store (815) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, P.M. Peak Hour of Generator Number of Studies Average 1000 Sq Feet GFA' DIrectional Dlstnbutlon 19 105 50% entenng, 50% eXIting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates 5 51 3 17 9 44 Standard Deviation 283 Data Plot and Equation 1,100 X 1,000 . . . .- . , 900 . . . . .- . - (/) "0 BOO . . . . . - .. . c W c. ;:: X I- CD 700 . - . . -- . . . , - 13 /,,/-- ;c. CD X > X _---- ~x <D 600 " . . - . . ,_m x" " . - C>> -- III X - - i - -- x - x - --- x - -- - - 11 500 - - . . - _...- . , . I- , -- x , , - - x -- - -... , -- - 400 . - , - - . - . --- " , - - x , - , - - ,- , ~- - 300 --- . . x . . . - X 200 l I . I I I 50 60 70 eo 90 100 110 120 130 x= 1000Sq Feet Gross Roar Area X Actual Data Points -----.. Average Rate RUed Curve EquatIOn Not given R2 = .... Trip GeneratIon, 6th Edlllon 1238 Institute of Transportation Engineers '" Drive-in Bank (912) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, P.M. Peak Hour of Generator Number of Studies: Average 1000 Sq Feet GFA. DIrectional DIstribution 22 3 51 % entenng, 49% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates 5123 20 23 . 242.50 Standard Deviation 4601 Data Plot and Equation 700 - - / - - - - - - - - 600 , . " - . , - - , - " , . ". - - - ~ - - - - - - - - 500 . . . . - - - . (/) - - 1J - - c x - , w - - c. - - {: '" - 400 , , . . , , " & ;........~ - , . )<! . OIl "0 - - E - - '" g - - - CD - - 01 - - m 300 . . . . . ~ . . - . " . .... - - OIl X X - I ~ - - I II I I - l- X ~ I 200 . - ~ . . X *....".,~ ~ X lI( X , X , -< x - .,e- x - - X 100 ~ X . - - " , x , - - ~ - ~ , " 0 I I , ! I I I I I I I 0 1 2 3 4 5 6 7 B 9 10 11 12 13 14 X '" 1 000 Sq Feet Gross Floor Area X Actual Data Pomts ------ Average Rate F.Ued Curve Equation: Not given R2 = uu T(Jp Generation, 6th Edltton 1668 Inslltute of Transportation Engineers Drive-in Bank (912) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, A.M. Peak Hour of Generator Number of Studies: Average 1000 Sq. Feet GFA' Directional Distnbutlon 16 4 51 % entenng, 49% eXIting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates 35 18 19,50 . 14000 Standard DeviatIon 2235 I Data Plot and Equation 500 x x - /-//~' - - """""","""";'" ~~ /~_/ ",i'~ //'/" x 400 </) 1J C W c. {: OIl "0 :c <D > QI 01 ~ OIl ~ II t- 300 x 200 x tOO ~ - - ~ x,.,( ". /- i< ~_X'- ~./ x x lI( o 2 3 4 5 6 7 B 9 10 11 12 13 14 X'" 1000 Sq Feet Gross Floor Area X Actual Data POints Rtted Curve -- -- -- Average Rate FIUed Curve Equation: T = 21 465(X} + 54 522 R2 = 0 56 Tnp Generation, 61h Edlllon 1667 Institute of Transportation Engineers -.-. . ' ~ , ~ ... ~ ~ ~ ." { <l R I "1l ~ e; f., 1 ~ .. ~ ... .. ~ .l! ~ ~ -<-" I'l1ln >n ::0> ,.... VI -1 ~::t: .!.. c~ -. ... .........' ,'-.! ~~- - e' \:::n;;:-,=_-. ~ ;;; ~ ~~~~~~ ttllVl~6~ 1'11::0""1 lio_ ~~i~R~ " ::o~"1lVl ~~t)!2~~ VI$""1~ 8~ri\51~~ :c:31!:?,,~o ""1l"i.,,>-I1I\ ~~~a~~ -I:lE-I...... " 8~~~~~ 8-1V1c:~1'11 ~tl~~~g ~~~~~~ . ~~~~ . VI ~ r.1 ~~ ~ I'll I'll -. ~~ :l)'o:: ~ln ....0 ~Bi ~ ;;: "'11\ ~~ ~~ ~~ ~ ~ ~; ~~ i~"1l I~ I: & 13~ ~ fA '~, . ~ : '.' .:.;::;r~:i~ ~ ~l '. '"~\.~;, 1"........- ,.,i'L ~ ~ "1i "'" s:~ ~ I '" -..1 I) ~ ;. .-V ".. ~\., "~" t:> ?--l ~) , .J \rJj , ~"J." ~ f ...... ~ , r '...... _i i. s: ) K - -'""1-1""1""1-1-1""1""1""1""1-1 ~ ~ I I I t I I I I I I I I I'll ~:::::O\oQl""'Cl'lI.n"'I..l""- ""1 >< ~ ~ 0 .." -I I V) ~ - ~ ::O~-I~~~"1lVlVl~-I~ ~ )> ~~~~~~i~~~~VI r- I'll - ""1~~~~~~~~~~~ ""1 '" ~ )> ~~ ~It~~-I-I~~~ -t ~VI -I _~~O ~ ~ 8 ~!!!~~(;; M~ :oO~C) ::0 _"1lVl =ti 1'11~~~'i:;l\ ~i ~ ""1 ~5lVl""'-IVI I'll ~ ~ "'tI -IVl5~ ~ :!? ~""1~1'11 ~ ~ ~ ~ o~ -I ~1'11 ::::! VI ~ 1'111'11"" :c:: ::0""1 0""1 VI V) 1'11~ ""1 ",> "1l ~,.... i -~ ~l'i ~ f;;1'11 VI~ I'll ""1 e VI ~ ~ ~ () - ~ - ~ .,., -; a CJ rr, .,., a :::0 -; V) () .,., rr, r- c:: CJ () rr, -; a -; :l> - - -; lJ a ~ ~ r- - - ~ 8 ~ r- lJ ~ :l> ~ rr, r-,., a -; :::0 r- .,., ~ ~ r-,., ~ r- t :::0 lJ - :l> V) r-,., -; V) ~ lJ :::0 :::0 ~ () rr, ~ ~ a CJ) :::0 - a a ~ -; c:: q ~ ~ - 00 -; :l> ~ -; ~ ~ a -<: 'D '0 CJ ~ ~ . 0::> ~ a 00 I .,., V) . :l> r- ~ ~ ~ 00 'D I a -<: \.0 ~ :::0 ~ ~ to I \.0 - ::r: ::r: \.0 CJ () l> l> lJ I I :::0 ~ a to (\) 'D a a \.0 ~ a - :::0 a I a (\) - CJ I lr1 :::0 a CJ) - - "" IN rr, \.0 \.0 \) ::0 2 n, \) -1 1:1 i~ :>- 0 0'" .. ~)> ~i~~~ VI VI .. co - "1l ., ~ ~~ ~~m:~ ~3 ~~it5 :I 0-;:) f"'" ~~ Q.mWa,Q) ;g -i"~> 0_- :I gro .,(1)coOa. ~ On"1l ~~ ~2.~~o I'll co -, "1l i~i~~ ~~ '" . m-' ~ ):a.1'\.J~"" :::l (") VI <:'C(J)Q)Q) 1.,,[ri8~ "';:C)c,,~ co " d 000 CD ; Q) ~ ~~~~~ ..a...... ." en <II ~~~~~ <II ::J ~ ..., >O~ 0)-)(- ~ '""0 Q.Q, I..lVlC) w:)~m 0 ~'::1'11 ~;z;:~~ - ~ 00_0):; " 19M~ ::; Q l.OWCI) 0 ~ ""1 ..., I..lI'11 I'll ..........col'D '" 0. 51'11 " -0> - -, '" Ql :0 "'- VI d 10 r '" ~ '" r (') ." ~ ~ : I Wi! .- !; ~ Ii~ og ........ QI;I _0)> ~~.....~.: g ~~~~r-~ 3 '0 CIilI.t!Q..~ :. ).;:~ti.;CD "tI~C1r-Orc .., ~)I.~=- m-~ ~~g: ~ n "lI~O..., ::l Dl m~~;; ~ :J ~>-I::::- "" ~;;--~ ~ ~CIIo ~ ~~~~ -n -;:"..I'C;; c "'~., -'" <>. "'- '" .. '" r- .. r- o ~ ~ ~~ ~~ ~~ !::::l""i ~ ~ >:l S ~ ~ ~ ~ ~ ~ ~ C) ~ ~ ~ ~ II! l; ... .. <l I ,;; f ~ i ~ .., I I\) VI ~~ "i ~ ~ 'ii ..., ~ ,.<::> ....lI: VI ~ ~ 'ii ..., ~ I; ;;: e: ~8~~ C;uVi' "1lC"i~ C::~:o:, ""'l>o<;) l"'..., 131"r1;;;;'it' "".....M1)> . ::t~"'" r.., r- o ,... ;U"1lOll:~ ~~~g l"'.....1"r1 ~~~l>o ;u enr- :0.81;;"'" ~OII: ~ ~~"1l~ ::tI )> ::0. :i~~~ 1"r1V1.....-I fll~d~ ,,~ l>o 1"r11"r1~r- ~::::~::t ~,~~ 0;::,"-1'1;; "1l::t!S ~OViIT) ~~~~ :..;~....o;::, ~iil:;~ ..!.1"r1t::l u,~~ I"fil\>.....i'i _6::tJ>, IIhl"r1e ~ ~~ ~~~d o;::,-t<)o _t::dVi "'~;U8 ...............'" ::tIllVl'" - ::t1"r1 VI 21 l>o:::: ~t::J,::::to ....ggl"r1 --~""g ..... '" I"r1 ~'" t:: <)1"r1 :i"i0 ~1"r1 ..... ~~~~ ~"1l:il0;::, ~~~ VlVII"r1 .....1"r1 <::i~~ 8"'& ~~~ <).,,1'>1 -t.,,~ -ti'iVl 00-1 1"r1"1l0 ~';J"i IIll>o::t ..........1"r1 ~~ gill 821 :; 171 ~ ~~:i~-!. ~1'>1E::-!. ~~s::!~ C::Vi;;:VlI"r1 ~~~:i~ r-en<)1'>1 ~~~q~ ~,...,~.....i'>l l)~~~' S;~;i l>o 1'>\", "'8~"'" \:)""''''1Il 'I;;!i;1:.....::t :'5"" l>o 1"Ii8~J::: :iRS?~ 1"1111111", lI1~i::ij ~ J:::{;l ....~::t... !O))>i!i ;;;;~~lt: ~~~~ ;::;.hii'iVl ~~~~ !:i:J>,0 ~;;:~~ ~~~~ .....~ d g<)" .....~..... ~<)I"r1~ B~~~ R,.,:to..... ~~~~ o oF;; .....:it;l::tl \:)Ml'qt. Q<)f'>\ .....=r:;,J>, VlO!:il~ ;;:"13:!> <)01"1::0 "iihi::Ol>o ~~~t;l .....%:Vl13 ~~~~ VI~t::i'>l .....:--!~, ~~~~ i'iVlill:: ~VI ~ J::~ ~ en~ ~ Ml Vi ::: (S 111 e: d~ e:t c:: VI 111 "i::t J>, ~J,::: :i: ~g ~~ ~~ -11">1 :i- M1~ 1"1)0 ~l:S VI, -II\> ~~ ,,<:'i fli~ , ~~ , 1'>1"i !5;.; ...,1'Ii ~:o: ..... !::!';: i!0II: l>o~ l"'t:( <) ~~ ~ ~ VI ~ VI ... l., I\> ~\:)~81'>1~ 'I"r1:toOll:I;;' '5':~8<):r f:gg::.....-;11\> VI(SVli') 5t :a: > VI~~!Cl"'~ ...,)> - .... ~~13~~g ~~fll~~~ ~ ~l'l~::; ~fll~ffl~~ "'1~08~e\ ::t:toVlt'" Vi~::t"l~'it' ~""'~~Vl~ ~~~~:.~ .....J:::6V1~..... l:lI "1l- ::t '<:~M1~~1">1 "'1::t:lIIiot::l"ll ~~::;"'Ill~ 1I1::t;;;!:!i'i1ll ~ilJ>,C51'>1 ;1~~li:~~ ~ :!:~1"r1111 ;::!~~r'I1~~ ='6hit:;lI1V1r'11 _1IIV1~. !f VlJ>,i':<F;;~"'1 "ll~M1V1t::l~ ~ ~lIlo)o. t::llt: o:ij'lt: ....,~.....:iM10;::' ~"'1-I'>1'q'" ~~~~~~ :to E~13<:::: ~ o~fll~ r'I1 \Il'>\alt: o Mlii) ~ ~ ~08\;l 'q ~:o:~~ ~ 1'>1-...... ~ ~~~~ t- tn ~~'b<::::'lt: ; 0 ~ "'r'I1 ~ ~ ~lI1liil~ ~ ~ ~~~~ j ~ ~~~lIIi ill:: 8Vl~:::; ~ ::;li:t:):t !f .!. ~~<::::;t ~ fu ~~~~ ~ ~o;U~ .... ~lIIi~q: ~ ;;:::;~..... ..... \:)::t~~ :t ~~:t: ~~.....~ I J>, ~ I Vlt"'8 ~ gJ :--!1"r11 a'lt:l8 ~~~~il? ~~~ Ed: g:~~:o:~lf' VI l"'..!.::o;;; III)> Vl 1"11"'" 8 ~ ~~ ~VI ~ "'1i'), ~~~ 1'>1~~ ~~~~~;t ~ ~'- ~0~J,::: III " :to1"l1 t- ;:;! .... _, ='6 _ l>o ~ t:l ~ 0 li: li:~:to~-I~ l>o d~t; Bag ~rr;~E;~..... ~ ...,)o.~ "ig~ d~;go~~ > ~~VI ~"'1:g ~~~[!;{'-~ l!S ",,02'; .....~~ 1"I1'"=''''''''''l ::0 ~~: ~ n; ...Q!5~t......~ v, VI .....:o:.....~ '.:.! .....~ ~ ~ .....t::!Jj 'Vi;g~...."",~ ..... ~t.1"I1 VlI'>10 r'f)~ 01 ~ _.....~ ~~CJ ~r;~~3;~ ;:! i.Jl1;:t:( ""r::5 <)!5~i:~,>\ :i:l ~i!lIIi ....~:I> <;) VI-< :::- "lI '^ ~ ~- 0 Q;I e VI :il - v,.... :0: 011: )O:o:::! Gi ~:il- ~ Ml ~ r;:; ~g~ ~o .....~~i'i~<) ~ ....~-. J>,VI ~~"'1 ~~ ~ ~fll~ ~~ ~ ~~M1~ ~~~ Vl13 ;;:~!::"'1~<) ~ ~~;1 ~~ ~g~~~~ ~ 1">1 ~ n 2:'!C P.:! )> :5 :to_ ~ ~ :to'lt:<) -'$ ",v'ill::I"Ii::; :o::o:~ ~~ ......;;: VI <;)1'>1 ~ .....Gi rt);o;. ~i2J>,~:!) '" ~~)> VI 1"1 s::!'iE~-' >< ..,..,011: COiF i;;<; t:::J>,~ Vi s::!13C 'It: .....~g"'~ ~ ~~~ ~n ~I\>~~i') v, ;::Yl~....."i ~ 0- ~~ ~~~~~ ~ ~~~ VI~ ~g~~~ ~@~ ~~ ~~d~~ ~ ,::Ii VI"'" i'iVl.....l:;) 1"1 VI $ t:: )O.....;t:a~ .....~1'>1 'it'~ ~~nj",O ~J,::: ~1">1 VI"'~:il"'l1 :l)..... ,.-.l'" VI_OO :i~~ ~~ ~~~~~ M1C::1II -8 ~ <;) VI~~ ~VI ~~s::!~!;? j;) -I C::I">1;;:enVl 011:1>0_ )o::t 1I1<)""iSi:~ l'" .....~ ...,;o;.e!I">1- ~~~ " ~ii"'.,~~l"'"'1~ 8i11::'l: ~~:'"'I1;it.1I1 <)~~ K' .,..., ,-~~,::t.~:t!~ bl"'~ . '.,\::l .:~:;! ::t.J ,. ~ S'IiII tD \ ,'<;' '\ ...... . . f'" . ...-......... l ~.. f ,. ""( "-.;)~ 'e, 0 " '~ ,. :, "):'\ , --..llir"f/I" ..."" ~ lIp~t "I:ii::: .... 1"411 . \ ~~~~~~~,:;O1 '-'/., ':;'..31:' : .').'" l l r ~ .I} 0 A "l"~~"~~ at.- '{~31 ~ ':(l '" ..; '" (S ;;j I ..... <l) VlVlSl ~CiV1 J>,""6 ,...." VI=tl Cl:,1II ~~~ =tl:i- ,-~ ~VlI:;: l;l~ 'It: ~B ~~ ~~ ~~ 011:"'1 :i:~ t;l ~~ ~ ~~ ~~ 13~ 1:;\); ~Gi \:)::0 ~8 ~~ ~~ &a ~~ ~S ::t~ ~~ ~ri: ~R ~VI il ~~ ~VI r;:!,<.'s o~ ,.... ~ Sl ~i~~ N.......f""'o....... -1....- ~~~~ 2io:t It:I'>1Sl !qJ>,~t.;' VI.....1i<- "'1~ ~, ~~d ~~~ ;o~f::: ~~,.. I'Ii ~ ::0)0.[% 1'>11:;:1">1 ~~~ ~~~ ~1'Ii~ ~. ~~~ ""'-1 1'>1 1'>1 ""~:to ~::o~ ~~~ 1I'tl1;:) ~F;;::t VI~~ :il"'~ i~~ rll~d ~\Q)o. VI 111 "'1 "'1.......... ~~f) :t "'1 1'>1 o ~~~ fll:o:'b Rg~ l>o~VI ;;:VI~ 0"'1 "'I1ilirll ~ ~ )o.8V1 VI-I s.....a> ~~~ ~~ .., .... ..,............fTI'" ---Oo,Do,D ---",o,DO I , I t I I t.or....t.or- t.or , 0 -0 o,Do,D~t.or--N-------~..--~""- -OONOt.or' , 'OOO~~-NN . 4 ---~~-N-.~~~-N-N - 000 WI I~-- ~ O''''t.or -~N- N t.orOO .... ... "'''''''''''''''''''0'>0'>'''0'>0'>'''0'>0'>'''0'>'''0'>''''''''' o,Do,Do,Do,Do,DO'>"'O'>O'>~~~~~~""""~~~~~ OOOOO~OOOo,Do,Do,Dt.ort.orOo,Do,D~~NNO "'~~---- ~~N-OOO O~NONN- . , , ---~ -- t I CJ"oA. - N N 13~ ~~ ~~ ~VI l>o 8J,::: ~~ rll~ ~~ ;10 i~ ~~ :i:~ ~~ ~~ r'I1"'1 dd "'1~ ~~ !i:1'>\ ;;:)> 1I1E3 "'1 ~~ VI 1'1\ ~~ ~~ ~~ ~~ .."Vi ""'1 ~ ~ ;;:: VI ~ >l . , t.ort.or ~ ~ , . N'" ...- I~I~ ~~0~~~~~~1~~~~ ~~~~ =~~.Jnnnnnono~~~ o ~ -~-~-~m ~~8zz -~ ~~~oc..ooo-o~~~o I~I~ ~~~P5P55~50 OOPClClO ~~v~~~~ZZZ~Z~.-~ Icl~ ~<~~~<~<< <~~gg~~~~ ~~-~~~~ggg~~<~3~ -~~~. ~~~~~~~.~~~~~= =.~~)OO ---~~~-~- 1~1~~:~c~iE-n~~~~~<<%%%= '~ii~=~~~~c~~n~~ )oo)oo,"'~z"'~-z,..~o~,..~~~~~!!,..,..v Cl z----z nz~ 1~1~-..,~,..r-~~~~,..<,..zS "''''l~zz~'''I~''' ~~Cl"''''''',..~oon __~n~r-~~~~~z~~O~~8200l-~IV~~ ~~~~~~~~c"'3~~ ~;: z,..~)oo~nZ. ~~ ~...-I="'~ ~nn~z--~~~~o 1I11~~a~-~~~Pi~n~_~ ~~~~IZ~S rl;~_~ g~~~'" ==-~~o~~~z.~%~n..,oo I~,..,..~rr,..oz-%cc~r< ~ ~~~-,.., ~~z ,..-~~~~rr~rl;'~~~ZZ~"'_ZZ ~,..o~ "1: "1: ~ ~ <. :;:: 2 ~ 0 ~ ~ ~ ~ :: ~ ~ ,.. ,..1; (1\1 v:: _ o. 5!! ~ g, ~ ~ '" ~ ~ ~ .. .. ~ < r (1\ n ~ 0,.. n n ~ ~ :i: -, ~ .... .., .. ~ 0 _ .... C :0:0 . ... ,.. - .., .. ....,., ;! ~ i ~ ~ ~ ~ ~ ~ .., .... c:: c:: ,., ,.,1;:; ; ell - ~I ~ ~ ~ - ~ g g ~ · l!! ~ ;:; -- %3~~--~om %~~:O:O~~lv~~~~,n~- ~ooo~~~ i%i% ~~~:O~~~~=~c~::~___~_--I~FF~_N ~~~^=~ ~~ ~:I>' ~ ;:~o -l.....,..,;::-- -o;::~ ~oo-n:l>' ~ ~,.,~- _..,~~~~~r-r z~~ 0 N~... ~~;$o,.,~ ~:;:-~;:;: ::'~~:;O;;tII:'- ~ · ~ ~~ :l>'z~~ OE -~~ _~ogo .., O....t.or ~~ "'a~~ co a,.,~....t.or :: ZC!:;><::;QI:I .. )00 ~v ~~-~ -< ~n.. ,..~~---~~,.,~- -.... ~ ~~ nO n~ ~~ ~rb __~~~N ~:;~~- ~__ ~ ~~ .... ,., ~~~ EZ~~.- mr-- _ 0 % Z )00 nn ,.,~,..,..,..,.. c Z -- I'" ... ~. %%~~~~~.~~-gZ ~ ...g - ~ ~~~~~--~~~~~; ~ ,.,~ ~ :":"~~: -;:;C3'~ g ~ -- ~ a ~~~~~ ~~~~ 2 ~ - - Z . _ rl' C cz Z n 1-;; ~ ~ 0 ~ _ ~ ~ ~ ~:i ~ ::: . . Z 0 . n :l>'ZZ'" __ r- _ ....... r-,..,.. ~ --;; - il ~ ili!,., Z _ (1\ .., o :0 .li ;:0 .... :I: ~ I~ ~ I;:;: ;:;: n ... ~ o .., ;~ "'0'> n r- ,., ,.. :0 ~ ~ ,., :0 ~~ tII :I>' ~ ,., ~~ ~~ ..,.., ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~!~~ -t.or NO'" ...."'IJI ~-ID""- o --N"'t.or~-t.or-N"'N-~---~ .... - ~ N - - .... ~ N - ... o ~ S; '" - t.or - ~ . - N-.I-OfTI N ~.., ... ~ ~ :to 21 ~ :i r'I1 ..., , , , , , , -.VilI....1 N.O,'Ull .,0'>, : I , I I I I I I ~ j I I , I , ~ I I I :O:~~~:~:N~:~:_:N:~:~:.:_:~:-~N:.:N:_:~:_:_:-;~:~;N:~:_:~:_:.:_:.:_:- g :g: : : : :uw: ; : : : ; : : : ;a: I I I , I : : :~: :~:~:Ui:;j;.; ;0: I I I: : : l ~ I t l I ~ l ~ I : I : I , I I I j : I j ~ I j I I I j I I I I l I j I I 1 I I I I ~ l I I ~ j I j I I I I j I f I I I I I I I 1 I I , , j j I I I j I j i ii' , I I I I I 4 I I I I , I I , ~ I I I I I j 4 I IIi I I I , j j i I I j , j I I , I ~ j i I j j i I I j I j j l I i I I j l I I I I j I j , I I I j i 4 I I I , I I 1 I I I I j I I I j I I 1 j ill i , , , , -.""'4""1 1\).01",,", .., G"l j , , , , , , , , , , , , , , , , , , , , , , I I I I , I i I I I ~ j j I I l I j I i I I j I I j I ~ .-, I I I '""I i j I j I j j I I' I I I I I I I I j I j I I j I I 'Oi~l~I~I~'ul~l_j~I~I~I.I_j~~_~NI.INI_I~i_I_I_I~1 INI~I_'Nl_IAI_j 1_1_ ~ 'U"t' ~ I I lut I I j I I I , , ~ I..b. ' I I , I I I , I.b. I I"" I a"li I l I I I" I I :0: : : : ~ : : : ' : ~ ' , t t , I I , I : ; : :~: ~CM:~:~:;:::A: ,0, : ~ 1 j 1 I j ~ l , I , l t , I ~ I I I I I i j I I I j 1 I j I I r - . "I" I I I I ~ 1 I I I l I l I I I I I I I I I I j j I I I ~ I' I ~ , I l I 1 I I l j I I j 1 I I j j I I I I I I ~ , t j 1 I 1 ~ I I I j ~ I l j I I , Y , , I l' I I , I I j I I I l f I j f I I j I 1 1 I , , i 1 , lIt 'I I j 1 I f I ~ I j 1 I I , I I I , I , I , I I I I I l I j 1 1 I I I 1 , l I 1 I I I III I 4 o - - '" -l l'T1a:1' ~- ZO o o ,." VI n ;u -g -l o z c: z 9J ~ LW cs F ~ 9J c:::::I (Q) ~ -l f' .... i. ..., Z ,.. r- o '" f' .... .., v. z ,.. r- g G) (Q) CUll .., z .. r- @ cs;;;: ~ ~ ~ c:::::l ==3 c:::::l Iffii) @2) o '" G) .., Z .. r- o '" f' .., Z .. r- o '" f' ..., z .. r- o '" f' .., Z .. ~ o '" f' .., z .. r- f' VI-l-l XJ:O 1'T1--l 1'T1(/l> -I I"'" .., z .. r- f' -Ie') 0:1:1 -I> >z 1""'0 .., Z r:: VI;U :::r::,." ~" -I- ~ ". o ~~ ~() !I::::--,..:~ ~;-:~r"'~ o iIIo WQ.lIt =- ............ ~...... ~Q-'\CIOQ. ... " " :~C'l~O(C ..,.);.Iy:lir'r-m ~~~::.~ 0 1J~()I1:;OJ m~;:~~~ :J _>-I.. -0;;; "" ~;; CLQ. iO"II '0 ~........'I',a. a ",Oi!~::~- .....o_a,..::;, "T\ ~::~~:g -;;! ;; ~ '" ;; ~ ~ ~~ Eg~ ~~ !:;,"'i ~ ~ i I;l e '" l ~ ~ ~ ~ ~ ~ " .. i! i .:: t ~ ~ @ ~ -l I \..j i~ l> 3 CD -, r ... (') Vl ;e;::t 0::;: "'1 ~ nl !!i on.... !I! ~iII l'1.... ::II :0 r "" >0 nn ... ....,. a> 0.... :o- J: 0 o 1lZ C:'" '" -0 ""0'" '" D> c: l'1 ........ -n 0- o r ::c 0- ... -.... "'- <XI C>'" "'-"" ",z -"''''' Z '" Z 0 Z ~~ ClIf'I o ~ gz :l) :0 z.... .., ";; ill '" ~"UI ....r 0,. lDZ V> V>, ~~ r.... r ,. n.." ,...." r", ro >< ....- :I:!l: ....,. .... V>,., C ZO I/>Z zr --< z- .... .... V>'" ....,., ,.. ....,., ,.,>< ,. On z.... ,., ~ no ,..n r,.. r.... ~ '5 ~ '" >0 :"1'" ..,,,, !!i ~ .... ~ N "" ~~ n,..c: ~V>i!i ....0,., -VI 0::111/> ..,,., no 0........ "'....'" "'0'" lD <al. "'-<- lD V> -<....'" '" v>"'z '" 0 ,.."'.... ...z'" "''''0 wz "'''',.. "',... -lD'" z. n ::II ..."'''' :5~~ "''''< "'",., ....0 z..,,,, 00 ....lDe: '" "'"U"U c:~~ Z"'Z -V>.... ..... VI ;lPI!; --... nn... "'''' al OV>'" ..,'" >.... "U'" c: ,.....'" -< z <XIm -,.,0 .... "'00 1:-< v>'" -"0'" -0 OVl.... ''''0 alO C'l .... . al '" -<'" ....n J:- ".,.... -< n 00 Z.., .... lDn f;~ ....!:j ~:il ,. -.... Zm ::II ,.. lDVI "'- ,..", V>z ,.. .."... lD OVl <:I: -0 O"U ... 0- Z Ol -<'" o "'0 -0 S:n ~ o N N .... o z N ....,.. >~ "'... V> .., '" ....... "'0 ,., :II' .,,- "'lD 0- ."z OP V>- '" 0- Z ....n >... PC 00 zz o P V> VI -< - V>o ....z "'> S:'" VI'" :1:'" >,.. '-0 ~ . (11- "'::II -z zo ,..1> nZ no o "'... "'''' 1>> zo n, "'- z .!~ .... :I: V> '" ....1> :.:... ,..,,.... "'D> 0"" o ....- o 1/>'" ....z 1>.... z- 0.., ,..- "',.., 00 V> (II "U-< '" nn -... ..,'" -,.. n:O ,..,.... ....-< ~I: VllD " '" o ~ ,.. .... J: ... lD "U lD o o .., :;~~;E~~~~~~~~~ ~=~~~::arT1ri~n~~g n,..,.,ogoO>~ZlDZ -r-....~oC). f"'"r-tTI (:) 01"" - m. Z -<,.. -.... V>- ........1 oz 0 %-N f'1% ICZ.....)IoC.....oz.~:O(:"'l .....J'I1 z......J: .........z<. , I..... "TI ,.. -< ,." "'TI I"" - 0- ~oz ..... c:co nn In '" 0 > '" Z 0 n Z ,.. '" 0 ...... .......1"'1.....0... ~ -:>..... . ::Z:"TIr- C 10 ... z '" 0 '" Z 0 ,., C Z r- -=:xrc: tlHTIt".:Q:IIo r-- . z:g-on (11I1"1.... -I: ~ ~ ~ ~ =.....15 ~~- Iz-n-->;:o ....n"''''' pz~~~r-mg ;;:;0 C:V>I/I -1iI~1>""l>z Ic.....cov-.z r-I"""":t-o -;::c::a......." ..... .1:;1I r- z"'-<< ."V>z V> C)J'"'' -...... -,.,,::E:,..,n ~-t~~~~ti~~?J;~~ f'P"I)loor- 1'T"I~-n/liO-.- ....ZOI:."O -.....nm "'1;I"'C:lD VlO-I>"'- n >""O-I>ZZ:O ....v..........r..Z"T1 om::l- 0-- ",,..,. -z :;iCIcomn..........-n ~'"""4 V1imZtT1.........O<zO....P111"T1 . '" . ",. 1"'1 ~ ",. lD V1I:Po V"'...... n -........ "1)......" "'0. ""'00 ~~~~~z!(rT1~g12~ ....f"Ic:O )to.!:....nZrr1tt1 >....V><n...mnl>....Vln r- -trr10 z......;o .... ~!5/i;o~g"'" o~?Zn -t<zm;:;cztnlnz....C)::lo -fTl......-<.'T1:::J::::E:VIiO ID ~~o.....~c:;~~~~~~ .. ~;u~~~r-,...~~~.. ~iIJ"II;::u .>tJ:II::a::::...c:V'Hn (Ii t"'1""t11E:....iI'T1~ ....""Q .....,..,,"',..-015>c:>~ gg~~-<~%_v>~[;; > "'P'le:, zV> ' . -t.....mn..... ..... -fT1 - o~~....r=z~z~~~~ Z Z,,",- ,..VI,.. .. C....:;p:N~c::;Jor...........JJo c: OJ'T"C:J>>"t)--"'Fl1I,n .::go- Q-<""NZ-l/t C]:Io"T'lZV'- ::U"OOPl 2~....~""~:i~.::" ",5 I/>O:l::ol:o",-oz-... ....;ern oz OZ,.,"'-< /i;oo....~. g::..,..?;. Z''I''HT1::E:.O.....Z 0 r-"TI ...... -H'I''1' '::r.........~O..n- ton .... f'Tl r- ITi ::g :J:. :::0" cg . ~~ggv.~f"'tS.....~~ o cz"'O-......-....J""'f"IC') ~;g~i:~~~~ ~:;:~ ~~.~"o~~~~g~~ ~~V'.....~V'~;:r-t~_ .....z~"'r.I:I:mJ;ao-m....c:J:Ioz n.", 0>::0....)< Z~ ""' OV>::II"'VI--I/> C ~~Cli:~"'....~~;;:;~~ Zr-(/H-C:u::::t: .......z:o.... --I )101 ./"''''HT''1tnZlloZ:O Ulg~mG~~.;C1r-~~ ::z:V' lI""Io--r-n-l/I!. ,........... ""0%0.0..... r-(,.nO;U~ z I"'e-o ....., :;:. zr:.l'ie:~o? "'01:"'0 VlP'lZ ~ "';:0-0;0'" ....-....0 ZZ 0.., no,.,,,, -..........-c.n".....o.. ......0 zr..-%c:;ar-....."'tIIl"1:)( nrr'l-tD )10 r--.::DnJ""'l :;-I%~~~i5o~~o~ Of"'1JJo ......c......"tn-::u rr, I:: n ""'1,.., cv","" c"tt.....o::uo~~t/'IIJ'T".. r- oC;:OZ."ZJ:C '" c:o> >,,",O(<1n nn z,..............;:o :.: 0.... O:O"'J:-,..v>!::: Z'" rTI-<cm<.....j:::::t:-~ ....- lD ,..,-I>ZVI ",n "'U 0.- 0:>- ~ :z:r-~ ~r- "U "'I: '" ,., :z '" lD 0 -V> .:.: a>> 0, 0'" "'(11 ....'" '" , 0 ...,., ..,.... ..,,., OlD I: >- ZZ 0"" o .... 1 "'''' ,.,-< 1::':" ....'" -,., ~, ::;1 -< "U > -< N o 0.... (<1'" ....,., '" nl"" ....0 00 lD." .... (<1- I>lD 0,., , - V> :z% > n~ ,..... (II "'(11 ...,., V> - ~~ "'1> ... '" (11- '" , '" ~g > '" 1/10 9= N ,..,.. ~~ #.... -.... ....-< "U ,., # .... >< '" '" . '" o '" o '" z V> .... -< ... ;:0 o V> V> ,:. Z " '" o "U o ... -< ,., .... '" -< ... '" Z ,., ,. ::c m '" Q)-.. ....,.. "'.... ,., ~ n~ ~> ........ lD- >0 nz ....V> o ;:o! :II'" -::II ~,., ~ C ZZ >0 Z'" 0'" o OlD -0 PC: Z ...0 Z ,.,c .... ..,- -... ::11- V>.... ....- ,., ...v> a> ,> lD Om .., ....z Z "'0 ... "'0 OVl ...,.., ,., "U "'::11 00 "'>< ....s: "'- ,.,.... -< "U 0.... "'0 ,., .... ..,'" 0'" c: ZV> 1;1- ~~ -> 0'" Z "U 00 "'~ ,., .... %.., "'0 c: nz 00 i3~ c: - -0 ....z :tIO e::tI :z . i c: .... '" c: z ...,.. .... o~ '" <, ,., ,., lDn n V>~ ~ z .... ,., lD n > .... n .... o 0 Z '" V> -c:.... zz'" V> 0'" C'" "'::IIn ,.. 0 ......"z 00.... ~~~ . ",n .... ,..~o :z-", oz V> "'1/1 .... :.: V> "" Z o .. - )I- , 0>'" C) r- z....~ ;:0 > g ~ ~ ~g Z ,., "UP:Z '0 .... oz..... "'1>> ~ ~ ~r-~ '" . "U p~ ,.,'" ,., ~ ... ,., :0 n .... .... '" ,., o '" o ,., ,.. V> o V> c: '" .... ,. ... ... ... z '" (II 0 ,., I: z o I '" .... '" al ,., -< ,., ~ .. Z o ~ ~ '" I: lD ~ ~ n ,., n ~ .., ~ o 0 !" !; o .... Z '" VI VI .., o ~ '" .... .... '" '" o ,.. o .., .., V> '" n ,.. ... n ... ~ I> .... ~ '" ~ p > V> ." ." l:> ... Z -< ,.. ... .... V> o > "U Z C 0 ,.. ~ 0 1'1 (II < o .. n '" V> I ... '" n-- ozo s:....N .",., , "'::11- "'V> ....,., ,.,n .... --.... ZO% ""z- .... VI >"" "'-"U "'0> ,..Z-< ....J> -...- 0-.... ;eN'" ,..s: >.... Z-VI 00'" Z> V> ... "'..,~ I'=g- I"" Z -~p Z....e: n 0 ,.... '" e:.... OZ,.. ,.,"'~ " ... 0........ ..,:.::.: -'" nv> ... n "'-0 >ZZ lDn.... .~::II ,..c:,.. ....on ,.,,.,.... "'''''0 ::II ........ ;:OZ- ,.."'VI .., ..,e:;o r:;l':C: ." 000 -..,Z < VI -....- V>"'(II ~~;:; . "'.., ,..0 ....;:0;0 "'-< ;:;nl: "0,..- "'tllz O~.... Z,.,,.. "'''''- . Z Z O....z . ZP 1'1 "U ....nO !::2~ _....;:0 '" ....,...., "'0:0 N....O ;.gl: .... .... ...""Z -..Zrrl > ~O 1""0 :z n.... OlD 00 ",... 0'" -'" Z'" ,.. ........ "'0 ........ "'% -'" 1/1 V> ~;;:; lD:Z ..,.. ~ :II -0 ....C :1::0 ~~ ,..zn Z....Q 0"" V> "'.... ZV> 0"'''' ....no ....;0 ...- -0"" I:Z;:O - 0 ....""< "'-- 000 Z- ....>Z ?~fJ N ....,..- z....;e "'-V> 0.... ..,z,.. o ... ,..v>~ ~:=- o>z ....el -.... Z 9~1: <- ,.,z .... :0-,.. ...- ...z nz 00 lij. ~~ ZO ....n V>> .... "'- "'z Oel c:- lD,.. g:i3 .... ... ... "" > 0'" ...... '" Z." z'" ,.. ~~ >VI < "'0 "'.., '" VI~ _0 - n > v>... c: n." "'0 >I 1>'" 1/>'" ....0 ZO "'~ -,.. :zZ v>-< .... ,..... ::~ I> ........ -'" 0'" Z- '" o "'''' "" V>"" .,,- ~~ ,. .l!: -n ;om ... z V> -." P'" :Z::ll >.., "'0 lD ns: 1>- alZ ~P '" - ,.. ... ..,~ D>Z "',., ",n P'" ..."" ,.."" VI> VI::II -< ~ '" " n n.... o 0'" z Z'" "" .., il ~g C I:Z n .... .... ....;0 0'" <;> n :z ........ "U ~~ = > I/> Z P ,VI ,..J: ,:;:r:. v>... ti ;E ;0 0- -z .... ........ :u -,. ,.. 0- .., zz .., III ... ~~ V> .., ......, "'- ,..,n o z ,.. r- E~ ....0 nz 0> ... ,..- ~~ .... ..,- g~ .... ,. D> OZ '" ,..,0 V> -"U Z P> > Zi:'i g ~~ o ,..Z lD Z.... o 0 ~ ~I: n 0::11 '" V> " N ,.. .... o Z I/> Z > I"" ~ . .... :I: .... :.: '" .., o o .... ~ ,.. :u o z o ,.., >< '" "".... -<'" (li!l:; 0'" ...- n Q -V> V> - "UP ...:z >,.. -<... V> Z ,., > >0 ~V> ~ VI V>% -,.. 0'" :z' ,.. '(II ... :I: "'~ >, 0'" V> ' o V>. '" ,.." ...'" "'0 '" "'VI rt'I.... :0 "0- ,..1> -Z Z ....V> ,.,- OP z l!!1'= ,.. nJ: "'" - I> o ,.."" ... CV> 1:'" -> z... c:... I: . I;D ,.., ,. ~; '" "', ,..1;1 < "'~ ........ c:'" z Z- ,.,Z ....... 1'1 <'" -Z V>,.. 0.... "'- V>O Z I> ... ~~~~ 1'= .... n.-"'" ",."", O<"1fn ." on=i :; ~;:~g c: ~io::; ;; ,-.., Z ::II > CIJ_C'C: z ,., -:z C:::IIV> V> "'z'" O~...VI P "U,.,....= Z :t::~! 1'= -0,.. I> .......... r- 0 (1.1I :::r.:E: z en "'(II ,., ,.~~~ (Ii! I: - f"'I"H.r, ,... -VI 2:,....,n", ..,., 0'" V> ~~i3~ V> S:"'CVI '" n- I> f"n-....;po r- -"'V>::II ~ N-. l"'1 ,.,'" Z C"U1 ~ C r-n < .....-1"""'. ,." Z ,., ~....i:~ :z ;:OZO.... .... I"1fT'1m_ 1"1 ,., lD n '" "U P Z -~lD'" I> Z>OZ .... O:ZCI;I ZVI:Z <;> m 0""" z "" - I> J>'" ... nz... 000 V> Z -< gi:~ ! ::;~2 l:l V>::IIVI -"U~ z>'" V><Z ....,..,.... ~~V> ~~E: o -< n ~i:;:: ....0 "'cz -'" ........0 ZI/I'" ,., "" V> "" 0"'''' ;;r:.~ ,.,,..... ... =~. o ZI/>.... ,.n= ~Z ,.,.... D>O'" OC:,., lD'" ,.,,., .... "" ~,~~ 1'"....T'lC')1I"" lDZZ .",.,,.. I> "'1> -<,.. ~~:;g ZI>C:z ....~ii;; .., ~,.. gV;z~ ....0 on.. ::tJ ..,... "TIO-- 'V>ZV> o "'V> c:c.....;:t ~" 1'=:0 I>~.. "'Z-- ,.. ZZ .OPO .., "''''ZO Z~rr1Z "'0. OC: > ::II....V> n...(-~ ~;~~ Z.~,.. .... ... ,.,,., OZO- "''''CZ "'0- -::II,,> ~~~Z O:~~:Z Z" .... V>.... '" :I: -'" >OZV> r- "T""J)J"." 1"T1i....n ->.... mnr-- J'TU'" r- C lD-:Z Z Z-P- ... V> ~ I""Bi :5ill8.... :;gJl~ - ~ -::11>- :Z"':ZZ 000 .... %...."'n ""Q~i "UOVlO >-- C -<;:0 ,.,1>.... :;~i3- '" z s:....... lDc:.... -.::ICI::E: O""'Zt"1 "'..,- .-z'Cl' -00..... ... lD 0'" Z'" .... O. .., ;0 Z'" ';~ < V> - -Z Pl:> Z r:.C VI- -V> .... z o ... o ,.. ~ ~ ~ o o "U V> V> '" ,.. ... ~ 01/1 Z . ~ r-< RV; "'1'1 ....0 0.... z", ,.. >.... Z oc: .... ,..- 0'" e..- C.... VI-< ~g zz ......, V>~ i'lr:; ,.,.... "'VI ~I: ....-< 0'" :z>< V>- V> ,...... V> ZZ '" n.... "'''' "",., III ,..,. :0;:0 -< ,.., ,.. ..... o ..,n ,..0 nz -.... "';:0 -> ....n ,...... ....0 ,., lD ...."" :>::= ,.,> ... n... ~n v>o ....0 lD'" c: 0 n- ....z -,.. 0.... Z'" ... '" ... 01 ,., .... -< "U ,., .., ... o .. '" > Z o V> '" ,.. ... ~ '" >< .... ,., Z o N D> '" -< o Z o .... J: '" "" .... ~ (II ~ ~! .... ....Z J: "'e: .... .... V>- N;:O -r- ~g ~ 1;; ~::; Z dt",~l.,.. ~t. f!=.-< ~~ .,1': 0 j;"~ . 0 ~ ~ /'.. ~ i':'.'. ~. ": ~ - .... w,.... ~':t-' .. -- " ~;;" T ,..... (.l~",~.~'.~"'" z'" IJ J II ." ',.....~. n ?,'. - .......-;w ~ ....::11 0'" ..,,15 "'< 0- <Z -0 o ,.,.... '" ,.'" '" o p >'" V>>< "'V> ,.,.... 0- Cz -P lD ,.,VI 0- '~ ~r:. 1'1- N 0> 0.... V>- ....0 Z o "IV> '" ....> "'~ -~ V> ::II 1/1'" ~Ii ...- ...Z D>- "'Z -"U :Z'" n,.. ...n c,., o fl'l.... 00 >.... v>'" '" "U >,., lD>< ........ ,., OZ ....... I:~ -f,/'J ZV> ....- ,., D> Z'" >'" Z Z ~~ ~ !?,V> Z o ....> c: "'~ '" ,..... .., Z ..,lD (;1 _,., n n c: o V> z ,., V> 0 .... '" c: n .... .., o '" o :z I: ,.. ... ~ Z .... ,., Z ,.. Z n '" o .., V> o Z ,.. ... N .1>,.. -.... .... "U "''''0 -,..,... :z>-< VI"U ........lD :.: 0 ,.,0." -< ""'~ 1::3'" ... z ""'0"" .., D> n S;g~ "'0 ~~I/> :0:1: ,:21il~ ,..-<~ n~ "''''(11 :Z'" 0"" .., nz ....0V> ,.,"'.... "'01> ~VI:: Z:I:'" ,..,..0 ....~ -~- o :z :Z(ll ""'" ... >... n nVl ""'" V> I> V>lD -,., al ...n ""0 Z 1>0 ....c: "'.... >V> n :.:~ 0- on 8:': c:> -lD ....,., ........ ""0 lD 1:'" -'" zn ,..", ....- -< 0'" :z n 1>> Zal 0'" 1'1 V> ,..,,.. n.... C "'I> '" 0'" c: .... c: lD ,.., ... "" -n ~~ :z.... ....;0 -> ..,n -.... no >'" .... x--nn i3,;;:ii ..,~;;;; ~ ,..,.. Oe:nn ;o"U........ 00 '='....::g::a ,..0 V> V> ""U""::::I::::I: oil'=l'= ~I'=~I"" ..,n n.co o-",z ;:0;:0 Z I/> -0--.... OZ:V1:;iC1 .::Da::E:C: ,.. n .....ooootJP.... -oz o 0,.. z.... ... "'0, ..,,.,,., o ...v> "'n-- ><0 VI"''''Z --"'> oz ~ :z,..,.... .....::::t:- ... ,.,.... ,..V>,.., g~"'~ Z - V>V>..... .....-1"1- ~~~~ n> .....,"""'4"" 0>< 0" n zo....,., ..."'." X-I'T'""...... nVl -p 00 -z < .... -n-<O ....0 .., -zo M............... V>lD '" >n,., n... .......,., Ol>lD "'''',., .n V>I>.... "'....- 1>"'0 "'lDZ ~ o n .., 0.... 00.... lDZ'" 0....,., -'" ~j!;r: ........"" m~.... OIl > -V>lD ~~~ .... n... V> ....n- -<~2 ~~... lD nCJ: ~n'" ,.,....1> I> 0 :0,.. V> ,.,.. >1""1> .... Z "'.0 lD- "'v> ..,-- OZP ;:O<:'lZ n 1/1 '" VI .... ~ "" a> V>"U .., ....1> ,.. < ;0 Z,., ,., la' ~ " "'z '" 0.... '" V> , -I: ~ z'" "U 0" .... ,.,- ~~ ~ V> V> V> J: Z ,.. g .!: ... o D> ,., D> '" Ii "U ~ Z I> .... n ,.. 1'1 o Z ,., > 0 V> o V> c: '" ;:0 o ~ ~ n Z 0 Z .... V> Z .... ,., ::II c: " ... ... .... ,.. Z 0 VI Z I> Z o .... '" ,., > "U ." lD o ." '" ,.. .... ,., :u o > o . > -< D>.... 1'1'" ..,,., o ",n ",0 Z 0.... ;:0:0 0'" ,.,n :!c:: Z lD <:'IV> I: '" ..or:. ,." lD -< 1>'" ... ;:0 V>:;; -< n o ... o '" o o o ..... V> .., o ::II V> ~ ,.. ... o ,.. al ~ ,., ,.. ~ Z .... ,., '" n o Z Z '" n .... n > (II ,.. "., :! .... '" .... '" 1'1 n .... -< o .., n ... '" ,.. ;:0 ~ .... ,., lD f,/'J <:'I Z r:. "" Z o "U "" "" .., ".. ~ o .... '" ,.. .., .., n o '" "" C> Oi: p <D .... '" ,., n i .... '" ,.. n .... o ;0 ....n." "'0'" ",z- "'0 V>-lD -P pc.... Z"'O >,.. ......> -... V>o... :':z ,..V>.... .... '" ~ ,.. "'.., "'......, ,.,n- . n .... c:0v> ::co- ~~fl 01>,.. ...... 0.... Z n ,..f~ ....::IIZ "P Z '" -"'VI 0,.. "'...- ....,....- '! ;;;'S ..,.... ;an ....'" 1/1,.. 'Z "'P N'" ...1Il -.." V> .... o o '" . ,.. .... ,., ::II .., g Z o ,.. .... o ;e '" >< n > < :0- .... o :: "" '" ..... ~ili .. n -0 v>Z .... "':u "'> -n z.... 00 '" "U ,.,v> "'''' "'1> 0'" "'~ ~'" 1;1> < ,., ,.. :z I: V> ~ n ,., '" .... .., 1'1 o ~ ,., < '" ... .... :0 ,.. .., .., n V> o ~ ... .... 1'1 n J: z n I> Z o Z .... Z ,., e.. o D> V> .... '" ,.. .... I> ,.... ~ .... ,Iii I/> ?' ~:"~ "'0' > lD '" ~g~ ....><,.. ,.., '" "''''0 " .., .... "'CD- ~ "" .... "" ,., "" ;:0 .... .... CD .... ;:0 ,.. "U .., Z .., o Z n '" !ll '" ... ::II N ,.. .... .... o '" z '" V> N , V> ... e: <D ." .... ,.., N '" < V> o ;:0 "'Z 0'" "'. -V> Iti;;:; ~z "'r:. ~ z- ....z >V> ........ -,.. 01"" ZI"" > 0.... ..,- o >z "UV> "0' lD 00 .,,- "'.., -.., ,..,., ....lD "',., Z V>.... P"U Z,.. >< ~fl'l ....~ -z !If.... Z '" V> "" ... ,.. ~ ... >~g;1: P-'V> >z .... .......- <,.,-> :x- CHI' :u !.nNlli N:I:'" a:;:5~ .... ,.. lQ~C::: lD.... .., -'" >D>O'" nlDl;I 1"10~n . ~-~ "'t'1r1......V1i ~_O;; "U"'C ""><Dn "0-1:.... f'I"'IZ_J"'" n.... 0 "TInzo -0 .., n~... 0""0 -::IIZZ ~...~,., o..."'n :00 ~ 1::#:........ ...._0_ Z acne :zv>00 -:zc: nz..,v> ~P~v> ....>s:,., I> n n"'..... ....JI1-- n....o 00"':z ...,.. fTI.....nc: z,..-." al.... ~:;;-<c: > 0 i:'i~"'g; "'On ><... --<m.... -.. ,..- 1\3'1J::g1tn ..,lD. --I>N "'~;;::: 0"JI.:c::u_ N "'V>- ~i3~Z" ... n... -.l)>-'" ..,z -::::-C"t :m-n-t "P>% .....::z:...... ,.. n .... c: ,. .... ,., o " '" ,.. VI '" V> V> '" > ... ... m ,., 15 z .... ,.. Z m o o c: '" Z el ... o z V> .... '" c: n .... ~ :! .... Z .... '" ,., e: V> 1'1 o .., ~ n ::II o . ,.. < ,., o ,., .... ,., n .... o '" V> V>O.... "Oz. .....r-v-.O ':::01: VI _V)]>t'Tl v>n .""D.......... -0 - .....,....~O :::I:iII(:DZ C:I: ....'" n ::::t:rT'Iit/'110 "".........Z n~~~ -zn::ll .... fT'I .... c: -< en ...."'.... 00"'- 'T)"tJII'O Z nnv> r-O.:E:"TI "".>::0 ,......~O :0 1""1:: .0 ~~m ,..,'" ~ g ~ o ~ V> =~!i~ N"'O.'" 0> " -lD." ...."'." ::~;:::! z 0 Pt....~'" "'"O;l:io.... -"".0 Z . ....... (tI fTI::anfT'1 -<~~~ ~~~~ " 0::11- "'C:Z ...........01;1- ,..,...... ~=oe. ,..OZ . Z .... ...'" .., -m ... ,.. -.... "" VI::II "" 0> ".. Z.., .., '" "U = o ~ CIO '" <D .., '" '" N ... o ... "" ... o a:z '" ....,..0> :::J::",o:a..... ,.,"UO ...c:.... C-~:::E: -nom 1/1,.. ......CD:::c.... ;:0"'0- r:;""0~ ....,..lD "U,., 0 tf'II""'DtfII~ "'lD- <O~"'" J'T"<.....- Z,.,,..Z OZ> .... n... "'V>'" ~5::11:Z "T'I"fT'I~ "'"0 nee'" ;o-n O,..Z.... "U:IIO- t'1-II,('IIO ::IIZ Z > el - .....(/1........ ol/>~ili ZZ VI>v>n "''''0 Or-'"""'*z .., "".... "'D> lD -t'"IV1> n :':n mOO.... ,.,c:0 >...~'" Z-O 0< V> "'(II'" 0::11"'''' Z'" ... "'00'" '" 1ft....r-'1J JT'I!O-::a .... <0 ...."'< U":E:::a- ::::t:JT\fTlC f:,..0'" ...~C:~ (II> < rrlr-.....fT1 '" ;gt:....g ::1:i~iIii -....C')r- 0:'-1"'1 8i~;;:: -,., ....;e;oV> OOt!fT"j .... ....>0"" J:OZ 'T'UT'l1'T10 Z .., ..,nVl Q-<ft't)io 0" ....iIJ"II .... . 00(11 ~:z..,c: 0'" - n >... lio VU''Ii~ ..."', ....D>"U I' V> ='; -:z:r-z z.~V' ......V> "'~ ,. :z ,..v> m(ll:Z ~"'O~ ,.,0,..... "'...... 0...... ..,- ,.. ..,< VI -'" n;:o ,.,,., o n V> P Z I> ~ z V> .... > ... ... ,.. .... o ~ "U ... ,., > V> '" n i .... ,.. o .... 01..........".""1';..... .....;g%%c::::r:: "U"'''',..::II''' t~'i~~V) ....- fT1- ~nO"'lDO z...,U;"'S~ ....cno:;iCIr- ::;d.:gZJ""'l In fI"'I .. n :z::.........c.n c "':I:--.Z ~fT1i~:;~ "U z,.. ~~~lii~ -fT1;i111i: 0 ....0 .........;g Zl;IlDZZ ,., -OlDv> OC') mz =o""':::ZI"'l. 1""'1 ......l""I .. "".... ,.,,::1:_ .,,-...00 Ot::Ofl'le:<XI ~I'I 00l'" -C::II;o > (tIZ"''''O< -....O"'O"TI)- r--C'- - -r-fT'I-Zr- .... U'li:DO)lo -c........""'....!;C '" -~ o fT'I )loo 0 "TH'" ..., 1"n:;iU- n..,. n.... ~~;:;~~o fT1........0-:;O "'>-0.... I>Z"'Z"" "tJnn- "'tII lD.... "'... 00 -0 >::IIZ J:::II..,.... 0 m ::11-0 ::11000.... n,.,s:zno OV> v>e: ~;:g~'~~ "'Z"''''Z''' >0 ~....r- nVl...-"'VI .... -.0 0,......<::: .... :u~-<~~~ Q ....Z :E...,.......,..... "nQ~7 ~:;;~~o "''''0= z;:o.... ::II ,..,.. Z f"P"I.....O:E: O-L:I:.....O 'T'U"'P"HT1 - c::= 0'::0 ~::u ....-V> ::iU""O-n ~~~~> >- -0 -n.=oQ:J-. ;::ur'''...', z-< V> 0'. . 0 c: ~--....n. ....""O:=O:E:m J::>-mm< ,.,=:~""~ g~~;;:;o V>:z V> Z,.. ........ )10-< P"'V> ..,....- oo<n. '" "'0 ....g....~~ .:E:Z::::r"l""1 J'I1....II"T..):Io'" lD n. ""'Con....., Or--O ... ....'" -< n fl'l I> V> ;" .... o ... o o "0 ,.. :z o '" N OV>.... Z-X <:'I'" ....Z Z,..VI "'~- VlO "U Z "'0> OZ'" e.. ,.,....n n",o ....,.,Z .... "u:o ;:0> on e...... "'0 n;o .... V> ""'" ....,.. >... ;0'" .... -'" Z'" o ::II I:;: "'"u ZO z ....1/> "'- ,.,'" ~ n,., i.., ;;~ > "'VI ....- 0'" "'z > 0'" lD cle ....- -:z ~.... -,., ....Z -<,.. :z ;on ,.,'" .... o n.... ,..- =5 oz zo -> iIii~ ,.. no ....." ,.., ....::11 "':0- ,.,.... '" (11- 0.... ;0 -"" z'" og 0'" :00 e..0.... 0.,,'" -,.,,.., Z::II ....>n c=i ""0.... ,.,z;o ""> ." n ~!c: ,.,,..,'" V>lD "''''' > '" lDn,.. ,.,o~ Z'" n.., r:.~~ ...n.... Z 1'11.....- Q 0 .., ,.-< -t ..,- ,." 0......... "" ::IIX'" ..... ,., o <,.. ,.,." ;:0" Z'" "'0 ,.." 0'" "',.. ....... "',., n ...e: ::II.... n... >- ....... -< n 00 Z'" 0"U c:.... n. .... 0> lD.... V> ... -'" V>,.. V> ,.,.... >< .".... '" D> n ....'" "'::II Or' ....'" ;:0'" '" zz no "'.... -,., zo o , .... '" ,.. .... (II ~ Z o V> ~ '" ,., ~ ,., , ,., '" ,.., n o :z o c: .... ;0 C Z V> ,.. '" '" ... o (II ,., z "" .... ,.. ~ ... ,.., o (II -< o ;:0 ,., n .... o z r:. o '" ~ ~ Z o '" !ll~ ,., lDQ ,...., .... -,.. o:z Z-< ~~ P >z Z'" -<... V>o -'" o Z ,.. ... U' ... 0'" ~~ ~n ,.,~ ...... '" -,.. zn .... 1>0 OlD V> z'" n,.. ,.,... ... o ..,z o 8~ .,,-< n.... c= ....,.., .... -... z- p.... . -< 1>0 z.., o n ....... c: ,.., lD,.. Z'" -. z,.. p.... ,., ~::II V> >- P z:z ,.,> .... 0v> "'''' o ~.." 0,.. -z "'0 "'.., 00 o ........ lD >0 ..,- "'V> -.... n'" nn !l.... ....1/1 "',., 0< ...,., ~z '" "'.... ;:0 n> 1>'" (II'" zn ,., ....0 ." ,...... v>'" Z V>,.. P "'.... ~- ...~ -<V> ,.. z- oz -> zo < ,.,.. ...z ...n '" n "'0 V> .., 1'1 I/>"U o I;:; '" lDV> ,.,,., .... .... ... .... ... '" ,.. V> .... ... o al n qi g;; ""'" n 1/1.... ....0 ,..::11 '" ....- -V> li.... o ,. on lDO "z .... ,..,.. zn 0.... "'0 "'... ,.,,., nz .. ..,~ 0,.. lD< .... C'" "U 0- 1>.... ....N ,..,.... V>_ ~::: N V> , ....... >-.. Z'" 0.., ,.. "'- 0,., V>>< .... o~ :0 ... 0'" ........ z... ,..,- lD -~ :z.... ..,'" ~.... 15ili .... -n 0- z.... -< lD ""0 ....., ,.. ....... ,..,~ 1;1,., > ....lD O. > ........ "',.., ,..,'" "".... -;:0 p,.. Z'" >.., ...- n V> -<,.., V>z ....p ,..,- s:z . '" '" '" :z P '-":so.... 'jf~(58ili n.....-- .... ..,n... -:;0-.0 omn.....~ zr-:.m...... ,......0:>> (D......- ~ 0""00'" ><oz.......... "'0 ....0 '" OlD.... ...."" s:n~z 1>"''''''' -I>"U'" zZJ:~ ....<:'10 ~ITI~I: ZO -c::,.-z z....-...... P z,.. ....!il;oz '" m~~g ...n"';; 0'" e: ~~gz C;l:IoZ- .....:;iCI......n 1""1-<::o)lr. lD ,...... ....n- nf"l1.....O ot"'"'"oz ~,.,'" ." (II "'.,., zo-.... r:;~::~ I> ,.., ......U"CDZ -,.,,., OlD ... z<"'''' (/II-tTH'l,\ , n VI "'"U- ......oz '" z.... l"'1......v.,"'1 z-;o n"'(IIv> o ~,., :z...."'... ....0 .... ::II:Z"'- :J:Io-iCO n::ll"'Z ...... onn,.. lDtiii3 VI"'.... J: ,..... >v>nJ: r-I:'"""iM ...>- ...zn -~oo B':D>,..iIii .....r""Izc:: I> 0.... ...'" ,., ......JTln;::a >~g;::; 0"'''' ....zoo "'V>- r--z..,. 1""'Ic::r:.- ."r-......a :t:ti'1-,z o Z,.. ~"'o'" !tl.1/> .... --< 1""'>....1,/'1I .2)(""":E:.... S:'" ,., - os: z>....... >0'" ....0 < --"",- 0....0,.. :z-", ~ r:. "'.... ,..", iIii'" ""z ,..~ V> .... J: V> J:'" 0'" ~o o 0'" z .... ""'" "',.., ,., ,.,- ....z .... ....,.., 'lD '" V> ,., on ..,.... ~~ v>"" J: .",.. ...~ ,..~ Z D> "",., ,., ....n . 0 Z V> .... '" C n .... ,., o n o :z n c: '" '" '" Z .... ... -< N "" '" . tT\-c:::z:o.... -z.......t'":::I: .....n-<Vl", ::E:.""""- ,.,c:- PV> "'O....alZO rn-('J1 l: % V> "",., n.... ,.. VlZOJ: <z Z l""1f'P"1..... ....IJU- . 0,.. c,., CD ;:tI:r-o ......""U""Df"P"I...... I"TH'''' .::a z .. 0 zoo Z""" f"P"I<"TI...... o'V"-::alftV' ;:Q.....cO.. ~ ;:O"'S: -< >- ~~~~~~ "', ::II (II,..... (II I'T'IO)(r--O -:.n>"'T'1-::t' Z ~....o o;:oc:,.,no .IIH''''_ ;:u ill~-""-< ...V>~..,....,., W ...~':::- ):IoVUTl _z .....-"'T')""D .... rT1o.....r-.....1"1 Ol""1 ];io1\),%II ."""Z.b.1,.n. ..c:t/'IIll"l1 zr-.::;ut IlDt"",I O:;l'llljZ A....... ..... -.N- O;:lJoot"""%NO "'Z,..", Z Q:Z->- '" "'lDZ "'"u 0- ;:2::!~....V> )IoJ'l1......::n::tn ~~J:",.,~ o:z,..nn", .... 0-"" c: ......Z.....Z ~J:~~-<~ ';;J~c;:~p~-< -"'VI (II ....Z- n'" ZPOO"'- mVlJ:"'mZ ..... >P .., .lD g~~oi!!!5 -Z""....O """"'''''ZP1- r- -;0'" ........"Z.- Z-O<:'l '" ~r'I;U -0 V> I/IZ >- ......-"=",C ~~m-<gi3 :1:1:"" s:....z,..I>;O JIO::ro:o.... r-II""":tII~-n r- ......000 lI'::E::DZZ ""'Oocn In :cc::O.....tn.... O.....c:O:::J:':O fttJ:e....og n~ :l:jll!.... ....",)Iom - 0" -0 O~~ZZ .....Oln-t""U J:Io.....:r::r- ......n.. f1'\:J:Jo == Z ",. >V>V> :z- -00<:'1(11 Z.... Z-< ...."'::11> l""1 f"1l""1 r- ." ::11;:0'" ... V> 0.,,0 ~~~~~ .....:r;J....ZQ -"-VI> o Z Z P .... '" .... '" ,., Z g .... '" ~ V> .... ,.. Z o Z o '<l .... '" ,., ,.. V> .... " ,., o ,., V> .... ;0 > Z N '" N '" .., ".. n.... 0'" Z'" V> ....::11 lD,., c:0 nc: ....- -'" 0"" ";I'i Z VI.... J: 1>'" "'0 ...lD >n "U,.. "UW ...... -< '" ....V> O"U > v>;:o -'" <:'I VI Z ,..... ,...- V> n.... 1>"" "'0 .- "'- V>Z ..,V> 0"" ;On .... .,,- ""0 oz ,.., VI '" ...."" :ON >N Z. o V>.., <:'I.... ZZ ,.."" ... nvl 1>.... ~~ "'0 VII> lD o V> ." ,.., n .., ........... zZ'" ",-n ",V>Z '" -"U I/I:Z'" zn,.. ,.....V> ...C:'" ...0, D>Cl~ "'-..i:'i ~~~ '" Z ....... ~~I,/') c....:.: .... ,.. :a ....,.... ;l:" .> I:: r- ,." ...", 0 zm n '" (II ~!5. -< c<- n C,..,:U ~I'i:; =: OZ :::n.....'T'1 0 V> '" .., "U 0 ';;J~I: ~ -.... ,., ;p.n::I: ~ .,,"'''' '" ~V>V> ~ o::::E:- ..... :>:'0 fT'I nr-z :a ","'1> , ... c: '" "U 1>0 0 <- Z ,.,v> ." .., n... 01> Z Z -< > o ... c:.... no ,.. .... n 0.... n "'''' ,., V> '" "U .... >n ,.. ;:~ ~ -.... '" "':0 >0 "'... ~... ,.,,., '" .., 0.... lD> D> ,.,- -z ....'" :.:.... ,.., "'I> V> ." "'I> o ....V> "',., 0"u ;;::t 01> .... 0,., :0 "U "U% "'> "'v> 1:'" ~~ -< <,.., ,.,~ ~~ <. ,., ~ Z .... V> n > .... o Z V> .., o '" '" o ,.. <;;> I> ~ (II :0 o P ,.., '" g~~ '" Z.,., .... ::II"'"'!l ~S!lD ...'i$!ll 1'1""0 '" I/> - > '" ""0 n"" ~~~ --'" z,.." "'.... ....,.,,.. . 0.... "':ilV> 0-'" ~~C'l V> 0 .... -z,.. Z""Z .... 0 ,.,"u lDlD"" no" 0"0-< zo ZV>'" "''''''' nO::ll .... aJ V>o n-lD ~~o tI' ... ::II ,.,,..- z< !;O,., o>n o "UZZ O....VI ~.;:;; lD....... 0"" 1/>0 "'.,,0 '" .., <.., -0,.. n::ll ,., Z ....'" >z. ;0'" "'...1: ....,..V> Ov>.... .... , "''''> "'g::ll 1i:zS: -0- Z Z ~"" ,.,.... ..,,.. ....... '... ....,.. c:.... "'- zo Z 15 V> <- '" 0 ~~ Z"" ....' o ......... "'V> ,.,- P ,.,z >< VlZ ...n -... :zc 00 '" V> '" '" N ... V> ~~ P ,., Z ,.. ,.. Z I/> ... -<- o V> 0 Z '" -> ,.. lD'" ~ n ~ c: n -0 D> -tZ .... .... 0'" Ii g~ c:.... Z ;:00 .... "" lD ,.. ~I'= o~ 1/>'" "'0 ;:00 -" Z"" " .... ~o ~; "U< "'''' o ....z 00 ..,< 0- 00 ....c ,.. V>~ ." "'~ ...,., -,.. "'0 n- ,..z ...."" 0.... zo V> ... ,..,. Z(II 0- Z -.... z.... o ,., >< 3ij CD -V> '"0 ... ... ,., 1/1 .... o (II ,., n '" ....V> '" -::II v>,., V> -"U ""0 Z lDv> "'- ..,'" "'... "',., '" z.... no '" 0"" ....N 0'" ...,.. -... Z'" ,.., "" V>- -P oz "'> ... o ..,n > ~l!! ....,., "'1/> ::II .... o Z V> c: :0 ,., Z o iIii ,., o 15 lD ,.., V> ~ o '" ;:0 '" o z o ... (II -< .... '" ,.. Z '" .. < o ... .... > o '" o ::c o "0 ,.. .... .... '" ..... ,., Z o ~ .... Z .., .- ,.. ~ . l~ i~ g .....' ~ "0)> :c -.r-:g ail Qt~ o(j') 3 ~~t;~:~ ~.~og,; CD "C~:r-otQ -, ~)."'->=- m-" ~ ~~: ~ n "O~o." ; Q:l rt1::Q" : ::J .....lo::::! .., :i: - Q. Ul go gCiQl ~ ~ ~~: -n :::...IO~ c N_:; c. 0- " .. <> c- O> c- o ~ "'0:: ~~ ~t ~~ ~~ ~ ~ '-1 I ..t>.. ~ ~ . t-. ~ ;! ~ ~ . ~ ~ ... '" ~ ~ ~ li ~ "" .. a: '" Q. ~i '" ~ - or ~~ os: ~ ~ .. "'VI n ~ a n 10 ~ OJ ~ ~ ~ 't ... ~ r > ~~ ~ ... o :0 --t 16 .. .. ~ ::> !!!- TIMING FUNCTION Ri~~~r:i~~~ noorrxx-I ~ ITl r- ITl ::n~Rl~~~~ .:00 i!::i!::- ITl - > > ;OZ :to Z ::I!' n > f'TI r '" '" " ~ .. OJ @ ~ ~ n 0 r C') C"> Z ITl :0 ;0 JooJ'l11Tl :Ol'11Tl :> z z z nN- ITl [ 3 ~ <a 1J <: ~ i!:: _ -I Z l.oI 0 ,l\:IUl l..o 0 .... -.! .... l..ol..o l."O ~-;-'. .... zl.olo .... .... l..ol.ol l..oO r " r . z'Q ~ ~ ~ I 00 00><TI'" ';;I o fT1 -; fT1 . (") Ooz -l - - - - ~..,? ~ III VI 0- O::n;i!: "'Tl f'TI:I:o 0 - - - - nlo-' :0 -tzo g~"Tl r- Ill. 0 -0 0 Ulf'TI ""0 VI I , I ~'; VI --< r- o n > -I o z VI :0 ll'I o ... VI "" -< i!:: ~ :! _ < i: z ~ Z ~ ~ C') i: -I ~ C"> Z z ;ocn 1Tlf'ii~ ITllTla Z ;0 Z N .... VI <TI CJ> f'TI ;;I ~ :I: Ul l0- g ~ ~ Z 5 :0- --l "Tl :0 g ;:;:; o -t :0 r- m r- n " I'Tl d ~ :0 :0 --l s:: Z C") U1 10 "Tl :0- - . C ;0 r VI U'I l'1 -l ;0 ,." o , l'T> ~ -I r:io;g~E r ~ f'TI I'T1 Z r r ~ r'T1 arlTlZ ::Ii ~_ n r- ITl > ;0 :0- Z n ITl -t Z - -l o 0 Z " ""0 ~:o , (Tl ITl Cl ~ (Tl ;0-13:': ITl ""0 ~~~ "lI a 0 ~;:gz 0:0 ;0 :> -; 1'Tl-t_ ;;I -0 ;0 ZITI > , VI'" 1'Tl~"z3:': =~C">z O'-OC) Zl"'lrVl itj> -I Z .-. - - Vl ~ fTI () o Z "tI :I: "tI<I<I"lI"lI >J:J::I::I:Z VI>>>>>> J'l1 l/l l/l l/l VI VI Z ITl ITl f'TI ITI 1'1 -< IV !Xl 0> 0> 0> 0> 0> <TI ~ ~ ~ (I'l 0 0 .*11:' ....!L- Vl o "" ..... <TI ....... IJI <TI -l OJ -<-1:00 ....<D "J:.:o 'f -'lAO r;: -:- ~-; 'g .......- -- N .....a Oc: o - <TI <TI ....<D(I'l(l'l\D<TI -O\D<DO<D -10010 I - I I -lA j .....0<D0>"'- 000,0 g i~ ~; .... n )> ~~~r-:~ ~;;'''~r--1Il 3 'D ca~b,,~ ~ )I.::oci; CD ~.....~:;o(C .., ...>""-Jo:Jrr--m - ~~ci:~~ 0 'fJ~O,,:;Q) m:::~~:: :J ~~:~~ ~ ~ '" 0 __:it....~~- :::O~Ol~ ~ .... Igo'l.olC 0 N~W;;II"O~""" ......Q ..... Q. 0;: Q Wi ~ ;: .., ~ ., ~~ ~~ ~~ ~~ ~ ~ i >l !,\ ~ ;,1! ~ ~~ ~~ 8~ ~~ ~~ q~ ~~ ~~ ~ ." .. <l ~ I " 1 ~ ~ <l ~ ~ ..., I lJ1 VI ::l!;:::t Q~ .... ~ ;;: ~ ~ 'ii ... ~ 'll .... '<: VI ... e C"1'" VI ~ liil ~ 'ii ~ <~ ~ I I _ _ I.;: ~ ": -- - r I - -I "":;0 :;OfT'l ~~ < -lfT'l J: fT'I-l J: -fT'I :<:: -;.." rTlO :;0"- VIr rTlO n$ -l- -:<:: 00 Z "tI "tI Z VI rTl rTl-lot ::EO- ZVI "')0--; -..-- :;0 Z fT'InCl > VIm"" ....r- >fT'I;!J ..... rTl -> oz-o zo:;o rTl -n, mOrTl -<a~ OC-l .....-- ::1:....0 rTl Z :;0...... VlO <VI.."m --fT'1 )( )o-ClrTl- :<::OVl VI)O--..... -orz- > 0:<:: zn Cl >.., $m-> -r:;ofT'l :;OfT'lfT'l:l:l fT'I - ...."'lI> O;!JI"" rTl n,-o >fT'IC ~~~ :<::.... fT'I-!:D -l00 t' -. ---- '::... ~ -t~i?-: 40 - - "'~ 1:;;<_ _ _ _ _ _ I ./ ~~...........-... -........... -- ...............-............-. $ $ --- ~ ..).. ~ ";3 ..:.....i::.L">, '...... "~,..' 'Y) ...- ~ ..>; ,," - , " .' " IIII I I '~ II I I II II III I I I II I I I /1: III I I I I I ,I / II III I I / I / II I I I / / II III t I I, II III I I I II I I li- l! III I I II I I /{: III I I 1 I I I / II III I I I / II I I / / II III I I / II I I / II Irl I I II I 1 II 11,1 I I 1.0 II I I /11 III I I / II I I / II I I ,/ III / II I I / II 11'1 --"T1r"1 I I ~31' '+ :: IJJZ-lot I I t.o -<......::n- t.o In lTlrTlVl I I II 0:;0 ...... I r ,.. .....n-o- I .." .." II ::1:0':;0:<:: I ~~i:gg /11 11,1 lTl%rTlCl I :;OZ' fT'ICl-:;o:<:: / II VllTlrTl-o I VI;;:~~g l1'l1' 11:1 ~~~? I :I:'" rTl......- l1' .... .... II .......- I fT'I 0'-..... <D NO" / II lTln 0' O' . I II III om I ..... 0 ::IE ZI..... ..D '7" -; 1/ II zo ......a:;~IO - - N lot I I II .." I 1.::::1: I~ N I r- II 0 I ...... I I , II ::lI I I I m ,..>11 I I II I II I II I II ..... fT'I ~ T--r - ~ ;-, - : "---..C. n-O>::lI >:l:IfT'IfT'I mfT'l:l:l:!:: r 1.....0 en rTlfT'l>< <D ~rfT'l C? ......"j'T'I <D --lot 0:;0- ZrTlVl ...... t.o l1' ,.. ." en o I 'I I I I I I I I I I I I I I I I I I I I I I I I I I tnl :tJ1 0'\1 01 I ......1 (;")1 (:1 -I "4,1 l-o-onn -+ I"-C:>o" o I[:;~~a ..... I fT'I IT1 C:::, '"" 0 lXl - o I OD....' '< I~lot~>: '- I :<::' I.... ....0' . 0 I..... I I I I : III II! III III III .. HI p , III 1:1 III III III III III III III : f, 'I 1)1~I:k III' 71 ~b;\7> 11\ " ,I ~~~ :::: ~ I :!' ~v;;g + ~ \ ' x.... 0 I' _~ N . W NN r ) ,i ~a j ~.....\7> \7> IlJ " ~ ,0 0 :<::nr- r I" I: 5 ~." ." n rTl c: >x tD- -V' z.... rTl I....n I.....~ 0.... ::lI ;:00 rn..- ~:;; -:;0 :<:: )>- :<:: o --.....-fT'I V1Z0ZX 0.... ....- OfT'l"'llfT'lVl .D>:l:I.... _V1Z1n fT'I:><o n Z ....."z -..-rn o>n zn.... fT'I >"'C-fT'I a> oc:zx ..... L..-....- .." c:rrnV' ,VI ::n.... - ....lJJn . ""00 "oxz ..... :<:: -1rn on ..... lXl fT'I -----'-""1.-- __ _L _ _~~_ ~~i~- - U__-::;""'~__"""__""""-=__..:.' I --- ~ 1.-{! , -=~:EJ!)__=r/r iii __"'g.:;=:::..::::.........-- 1 III OVl f 'II ~ ~o-i H - - H 0 1 : ;; ,UlO"" I III :x::;;~ ! :11 ~s~1'ik~~--t~~ B I - - - - - - - - I - - +1....1 '1--\- , I If: ~ - b --H~\P- ~ ~ ~ r~ \le III I' ~: :1: /;-- I" ~:III~- ~ .i."1' I -r--' - , 1> '/~'~ ~-: .. j + Z.boZl fT'I,fT'I ::E r- no "'Con C:z> ro.... rc:m ~6:Z~ t.o .....- ";" ffl~~ _ n , :COVl ~ ~~;; _ OfT'lZ nn> >.....r .... " rTl-o rTl 0 c: ... := lXl o x " ~ .. <0 j . I :l:I rTl e3\7> < <D, lTlO , rTlUl X - Vl ..... n::ll >lTl ~~ z< lTlfT'l .... fT'I .....x 0- Vl ,..,..... x. (D-1Q:l Olll x > >0 :<::L OC: Vl D..... o C:fT'I .....x fT'I- VI ........ 0- Z Cl n o :<:: o c: <D 0 Vl- ....z r- . .... ." rTl -0:;0 c:n "-0 ..-z Z lXlrTl on x.... ." -:;0 0 !l:: .... .... [n -::..~ 7 ~ \ :s. L-8 I:: "Ir; '/ L.l..J I I I ,1 t I I I 1 I I I /:I/I/I/I-r-I-,-r -I-T, r - I I I I I I 1 I I I I 1/1/1/1/1 1 I I I I T~ ~~-:-i-:-:-.LI ...LLl J_L..:J._ I I I I I I I rjl /, 'I /1 I' /1 I I I I I I , I I " , I 0/1,'1' , I 'NNN//NJ:I.:f:~j:J : rA~~!!: ,- r - L~ I I cn~cn~ I ,. ::D I -c ~ - I _OcrJO _ · 0: · I ,. 0 10 I ;gO 10 CD . . I 00 10 I ::00 10 I " ,-- 1 em I" I ::0" 1:1: I I I I I i' i I: r- I I\.J '! :J I I r I I I l, I I I I I I I 1 I I J" i 6 :Zl~ ..... ....1- g~gl~ ~:!i;gl n....:<:: ....oz -ZITI o n Z .... Ul o o ~'\ -.> :<:: ..... rTl t.l<D t.o :;0 n ....,.. lIo. 0 ." Z ,.. ,.. z "'0 ." IT1 .., n .... ....."'Il , c: n r 0 n r- Z 0 0 z c::: 0.... co .... .....:1: > ;:;~ 0.... zo zz fT'I n .... ..... 0 IT1 lot VI :"" c: . Cl n 0 Z 0 c: ..... 0 Ul .." G'I '2l G'I ~ .. N 0 ~ ... r fTl G1 111 <.0 fTl N . ~ Z 111 <.0 111 111 <.0 0 . -.j 0 111 l;D . 111 ';j -.j U1 -.j ... -I n II Z ~ 0 0 111 , 111 Z -I :E OJ n , , (TI -I -I "tl () ;:0 )> 0 ::{l (TI < "'l 3:: -I ::0 '<: 0 U1 <.0 < N . Z '" (TI en fTl 0 en -.j ,.0 ::0 ...'" -.j "'l", , -I ~ U1 .J>,. . -.j VJ .J>,. 0 ~ , en ::0 -I CO -.l J'T'l en 3:: "5 (.oj -.l CO )> ... z ~ OJ , -I)> -I I, Z , J'T'l, 0 -I on -l ;:tlO -z fTl <n J'T'l::O :::lEJ'T'l -.j n i~ )>-1 -.l VJ VJ -<J'T'l " -..j OJ -.j C '" )>Vl N I.D 0 C'); "'0)> n- , , ~ - no -I --l U1 <.0 <.0 :::0 i:::' ....0 (Tlrr'1 -.l . ~k~~~~ 3 Vl:E co , I) 'fD (.J Q,'WI :. Vl)> 0) -I CD ~;':o~ ~ CD , 'U~:r-O.cc ..., :E;:><; VI ~>~:'r-m- I ~~6::'.g (') -)> , nz -I 1J~o~:; Q) IO n rI1~~~~: :J =E""D ....'OC....II!;: -, C ~Q 0.0, C/.I -J'T'l (]- ;:::.(;;CIII 0 ,0 .....~~........ ,J'T'l ~~~:.~ -rl Vl --j - iI.olll:ll- CD-I ~~:~~g ..... or. ..... c. J'T'l;:C "'- "',. '" n)> <> .- oz '" .- (') z :::0 Vl;:C -I)> ~~ ):> nVl -I ~ J'T'lVl OI ~ )> --0 [D, -<, ~ oOJ cr> -IJ'T'l .J>,. 0 ~ ~ I . 0 (TIn I.D N ;:CO -.j 6g VlZ lJ1 rTl ~ 4 Vl I.D 0 .J>,. -I . , ~ c;:c 0 VI -I --j ~ ZC N on cr> ~ ""i J'T'l -I 0 0 111 J> ;:CJ'T'l , 0 -.j VI -I loo;j "'Tl .J>,. I----i ~ 0- oz 0 -I , I n -I iJO 0 (j) J'T'lZ . ;:cC'... 0 N ;s::c <.0 -z -In lJ1 0 fil -I 1..01 0 0 , @ z~ . . --l ~ 00 -..j .J>,. (jI VI ..z . 111 . VI I.D:E 0 OJ OJ- , , I -I -I --l Q )>I 0 Ii\ 1!r -.J N VI <.0 -.l ~ ~ <.0 I <.0 0 , 0 -I ... ~ -.l 'ii ~ l z ~ ~ fTl t1rl , , ,:; ~ lJ1 Q:I () 1 0 0 ~ 0 ::0 ~ 0 , Z 0 U1 lJ1 0 . -I I l;D N . .J>,. lJ1 fTl - , N 0 U1 N -I 0 . C7\ ::0 ~l"r lJ1 , C7\ <.0 i;/ - --l -.l , ----" ~ ~ -..j -I .$ , , , '"'----" -' -I ^, <::;1- " " V . ~ {t~ .. ... to ~ V , " ,,( ""'''"U.\ In "i ,.:t I c~ O"l '"1 ~ .:;: ~ I~ ~ ; - ~~ "''''' !!l ~ ~ ... ~ ~ i~ ("Jg ...,~.,. ~~ ~n)> ~ g-;;;-: ~ ~~.....:).... 3 o CD (..;J;ct,.m .:. ~i;:o~g CD ,,2.:r--ote -, ~)l.~=-r--m -.. ;:.g::.~ " ""Q~~"n:; w m:~~~: ::J ......]0( _ c: ....., :iI!::;c o.~ IIt:I CI ::!........1II a ":l::~~- -O_C\l':" '"T1 ~:::~:~ ...... 0'11 ..... C. Q..... Om '" <> , '" , n ~ ~ ~~ i~ ~""i ~ ~ 'l l; ~ !il ::: t t ~ S ~ ~ ~ ~ ~ ~ ~ ~ ." ~ i (; i ~ '" S ~ ""i I -. III ~~ -l ::tJ '" .. '" .... Ol C'I ~ Ol 01 <0 CIl ~ 0 ~ A '-"06:'< .... .... N N ~ 0 ~ I ~ ::u ~ n> ~-~-. ?: < ~ 0- ~ ~ ~ Ql m ~ 0 (.) -. <0 , m Z Q :i! Ul rn s:l s: m ~ ~ N m r m ~ m JJ "1J o (JJ =::j o z (JJ :8 '. ~ ~, ~ o 3 <0 ~ '" 5 :> '" @ 5 fi ::r m '" or :l :r '" o t:: III .:2- .z ..... co r--- h < ~ \.' l~ ,; 'I.. j' ~ "',. 'oI-~,) ~ ~. .:,',' c r -::c '^......, & r~ ~,,?, r-- - :: . ~ " -1;1"",,~ ;:; , ~ '"~>~. <~, ~ .~ .' ,/"~ 'fil!.~ a.. 1 ...... ,. ~, (; '-" '-" N ..... 01 Ol rn Ol . ' ;~ :. ' ~> . ;~f \[ ~ 2'-0" w ~ Gi 11 n, I " I 0'\ . g; . ~cn O~ < c ~:J: <IV fTI ., C- O ., O::l I q q Uo,\l.....lc::oU ~rri . rri . ;c: en -< ~ OJ o r ~ ~s:o~:f~ (j) og~:D~~ ~ 6~~~I o :nz:D:Dx~ ~ gGJ :EI~ :D z j;o i5 Gl Ctl 00 -lISj m CI-i :D CIl o -l 0 -i 0 w. - Ql n 0={30={3(i5 'q 5m5m3- >< :D :u [ ~ ~ ~ ~ ~ ~ ~ g ~ g. g. ~ <5 x -< ~ o I -i en (j) .....z w 00 m ~ r r- ID ~ .g: "" ~ ~ 6" ~ ~ o ..... ::;, it <if 1? .., Ol ..... ... W Ol I\) <0 Q Ol -.J ~ C ~ C ~ - 01 0 ~ -. ~ ~ ..... ~ OJ :::; - : r ~ 0 ~ < ~ :o~OJ ..... w ~ n> I\) 6: '< Ol Ol - -.J w w ~ 0 01 0 Ol ~ ~ 111 Ol ~ 0> ~o<oen ~:U~A ~ - 6: '< ell .... < ~ ::m~I ~ ~ III Ol (}"I :::; .... ~ 0 ~ 0- '-" 0 ~ 0 Ol 01 Ul N 111 Ol ?1 Ql ..... C'I W <0 (; ~ ..... Ul Ol Fii z Q -I ::c: (J) m ~ ~ ~ ~ N m (J) m ~ ~ ~ ~ N m r m ~ m ::0 'lJ o (JJ --i o Z (JJ :8 r ~ m JJ "1J o (JJ =i <5 z (f) :8 Iii z G) :i! o 3 '" :> '" <5 ::J '" @ :; :; <> ::r m 0; ::> :r '" o c tll ~ ~ o 3 <0 ::> '" <5 :l II> II> CD :; :; <> ;:y <0 '" ~ 9' '" o C III .:2- ~ o ~ 0 ~ 0 ~ - <0 ~ O-oO-udi .~ 5m5m3- :IJ :D re Q, ~ ~ ~ $J i" ~ III ~ g. ;:, g. di ~ o ~ 0 ~ 0 ~ ~ Ql ~ O-oO-oiii .~ 5m5m3- :IJ :IJ re C>. ~ @I ~ @I i" i5' III ~ " ::;, <"J ",. ~ ai <Ii 2'-0" O'l ~ N ......a gc - .... ~ r\:) . m r ,. <0 C O'l ~ Nm ......1>> 0< o U 0'\ 1..j!,.1 Q:l "",,I :on; 2 rri ~ i'l:: u 0) I 'r-.; , I q C/J -< ~ OJ o r r m G) m z a: o XI CI m :IJ x -< ~ o I -i 2'-0" q g; en ~ < c ~:J: > 1""1 ., cr UlO 0., o 0'\ - U 02 I ~I 0;) U "rrj"~ " u O'l' . . rt) iJ; en -< ~ CO o r r m G) m z ~ o :0 o m :D x -< ~ a I -i , I (f) G) ....z w Co m ;g r \0 I q r- III ~ .g: "" Q :::. IQ '" "" Ql 6" ~ o ..... ;:, III ~ <D'" iff .... ~ ~ 00 AC Z GJ :::! :D z gGl z CI o OJ :i: C/J OOaGl ~e5:i!z m m z :U:IJxc :IJ :i: :r ?:: )> i5 G) OJ O-jIm CI-i::IJ en >< ", ~ (JJ G) .....z w 00 ~ r ~ I q r- '" ~ -, {; Q,l 5 'fl a o i} ::!. o ..... :::. !t <5"" iff .., OJ ?:: f) 0 ^ C Q ~ :D Z ~G) Z o 8gs~~ :IJ :IJ ~ Z Z 0 I m m z :U:Uxc :U~I5: [j 0 G) g:: C :i! :!i :0 en >< N ~ i~ ~ <> <>~ ~tD ~() ~ i':~ .....0..J1t" ~::;-;;:;.....:Io 3 ~';;"""~1"""'0 Ollt(...:.~CiIIC ~........ :J- :t.Qt;:Oo.; CD 1'J~OlIr-OolC ....,. !:)l.I'I,):'r-m - ~~~~=-~ ('") "tI~Q,.:; Dl rn~~o~: ::J. ......~~.:...... C:o- Q.~~ C ~7Dll:I 0 .;:-~~- :O~Q):::~ .0.. 11;;1,,-,:.'11:1 0 ~~'O'lg~ :: ......Ii;fi .....a.. o~ b~ .. <> r- '" r- (> ~ ~ ~!'5 ~t ~. ~~ ~ ~ ~ ~ .. ~ ~ ~ ~ ~ ~ t:z:, ~ . ~ ~ ~ S "'1 I OJ III ~~ I"l "t ... I\) r-.:. - - i!5 i5 "t I -I>. III .., ~ ~ 1.. I"l .... - C5 .. D\ ~ :0 :::! \0 .. VI ~R 0'> t 1Il:t- ;::: ..,~ :::! l>:;;, "'..., ~ ~~~ lJ:l ;;~ - .... ;-- .... :0 .... "" r-.:.-I\l-e:2t, - VI - Q '" VI ~~~~~i@~ .... 0'> -Ill. _:~~..... <<<< ~I ;e; -.; -.; ;e; ~~'!!!. ~R ;" -.; -.; -.; ~~;:; ...~l:::i ~ ~t::8!::j o L1I 0 0 - .... .... .... .... .. ... ~ lS~~~1\l UlVlOU'l Sl .... '"" .... '"" .. ~ . ~ .... "'1 .. ~ .. ;B hi B1~ 00 '"" .... ...~. ~~~~ ~1"l:.e:i!5 ~:it-!-. Di~8Di i~~~ ~. III ~ ~ ~R: r- Ii1 r-I.oo ~~ S?~ \'.:l'i: ~::r: ~~ ~~ ~I"l ~i!5 ~ M1 .... ~ ~ ~ lIj ~ i: ~ 'i! ~ ~ ~ :t- III ~ it; ... ~ -.; VI '" ~ ~g)g) ~&<:l Cl eClCl :;! iii1 , R~~:~~~~ ~ q ~~~ ~~ I ~~~~ VI U'l VI U'! l> I I I\) I\) r-.:. I\) ~ '<Jo,o,l.D ~ I 01 ~ ~ l') ~ ~ I:;) ~ , " " -.. j I! /; f.J ' .,....., , / I \ ~" ' , '~K;'~ \ '"'-..... ..,.... .... "'" .... " -, "';', '-. ,~,t . ~:::s '~ r;;;;H /, : ~ ~:".ll&l. ,1){; . t; ~ \\ ~ _ ::r: !l; "'11"l~ -'~..,8 "- :t - it; .., 1!5 - ~ 'i! ~ :;:,hi -.1!5~ "- ~ ............"'8"0 ~~........ ~ UlUlSiSio:;:'" 0'>0'>0'>0'l~"t " S2 VI ~ ~ ~ "- ~ ~ ~ ~ ~ ~ -! ~ 'Ii i5 ~ ~ \!! ~ -I o "'ll o .., .., g Z o ,. -I o Z IYl .... IYl < ,. -I o Z ~ !:2 ~ I~ ~ ~ ~ ~ r;: ~ ~ ~ :t- I\) ~ ~~ Cl "t ~ ~ ~ ~Fii III I "t r;:~ ~ !11 ~ r- ~ U'l ~ ~ ~ ~ -. ~ ~ "'1 ~ ~ ~ ~ !B -. ~ '1l ~ s;: ~ r;: Ii1 ~ ~ ; ~ Cl ~ ~ 1::1 ~ ~ "t .... ~ :I>. , !'- ~ I ~ fil .... ffl :::! ~ i!S 'b ~ ~ r- ~ l') 1"'1 & .... ~ ~ ..... f -l 0 ... )0- .... )> ::0 !I: .... IYl .b- :r: C"l -I :I: 1II C"l Z o :::E .b -0 (..01- II> C"l % n :::E - (") (..01 f'\)- ~ C"l Z GI ~ -(D 1II C"l Z ,. ~-~1 ~ :J: ~ !l:I"T1C)> - Z ::0 I:C'>-II: , :1:- :I:-IZ <;:I :1>.)> ;0;0 1:1: .,,# 0- ;0, II> 0- OZ CC'> OIr ....fT'I fT'I )> )>;0 ;oll: I: o "'ll;o o .... r- fT'IO Z C"l fT'I ::0 0-1)> -0;0 ~c;l1: nlYl# -l o:itiN Z)>, ..,c:o ::0:00 OlYlC: 1:0W .... :I>-m ::oz !I: :I> :1>;0 #nJl:: -O"'ll co zr- -1m IYl ::00 '" n- ....m OZ n-o ><)> "'-0 <1>0 1"T1Z ~ nl ~ ):..lI') - ""'"Ie;) ""'"I~ f;r- ::t::t I ~ l' ~~ ;;: j;: 'i ""'"It:) ~ r .... ~~ ~ 1lI ~ ,... ""'"IC) ~ ):..,.. :b ;:::n, .., ""'"I i ~~ '" - """"I VI ~ - <;) ..... """I ""VI t::I ~ n, ~ ~ - {;; ~ 'i ~ g i~ g; ~o ~ ~~~t'-::g J-" ~;j.""~r---~ 3 O:~Q,~~ ll.~~OQ.:; CD ,,'Olir--Or.c ...., ~)..'-o):"r-m - ~~~=:.~ () 'tt~().,.:; W ft1~~~~~ ::J _101; _ "I;; ..... ;;E:.o Q.Q.(/II Q ~~Ql 0 :ii!::_'-olV,!- ~o!:~~ 'T1 .... Wo'lDo- ...."""!!(l1O C ............110 No.... _Q .....0, '1::1..... eltl .. ii: r- c- o ~ ~ ~f@ ~~ i~ ~~ ~ ~ ~ '* ):..~ ~ ~~~r: ""'"Ill') ~ ~ ;;;j ;'~!m ~}; i ~'" :~~a .. ~:c: "'~li\'" ... r"r!::t !\""'~ ~ C!::n, "'~ !il~ii ""'"Ie; r ",g t:) "S!'" r"r!Q) _:!l,l:::J? ~~ ;Ii ~~ r-Q n, ""'"I ~ ... ~ ""0 - Fg~ r-r- .. ii; ~ i:: -r, to t:)r- n,n, ~lt) ;:::;:1 ):.. ~ 2 -J'A." INSiDE DIIiCNS/OII .. Yl ~el ~ u "~"_. ,.,1 I' ,..., ~ "': .. ~,~g"l ,..., 5i I ~ ~i~~~ e~~! un ~~ i; i ~~~~~ ~~~ "'~~,l:: ~~ ... a ~~~ ~~.., ~~ ~~ ~ .....~ tliil'i Ii,.., /:'" Iiil ~ ~ i3~ ~ ~ . . ~ , ~!i~~ -'"---trh.i ""-"-~- ~~~: I ~~.~!li Q.... ,iii ~~~ ~ , ~ ~ I I I l' ~ I<l ~ ~ ~ ~~ ... Q ~~ III g ~~ ;g ~~ <:: ~ t:) ~ ..., ... .;, ~~ ~ ii i rr, <l ~ 11 ;s r- i ~~ ""0 ~ 8 n, '1 ~ C) .iI=~ l:,)~ ~ III",~", C!:: ;j ~ ,;; t:"-- !~t~ t:) B ~ ~ i ~~ ~" ' .';'-" .. .. ~):..?5 ~ ~ j;: . !if;~ ; ~ i;: ::; ~ .. ~ "'1IIf It) <:It e;)~~ ~"~ ~ ~~~ ~ l s ~ ~ ~ ~>s ... t..oIJ ~ 8 I ~ ~ ~~ (\ ;.~ III ... a~~ ~ ~ ~ ~ ~I - .. ~ ~ 8 i I, ~:. VI - _~,Zi ~ ~ r- ~ i III ~ - ~ ~ ~ ) -, - a ""'"I ~!!: !~ r ..)". j > r- ..1' J-o i ~ ~ ,"-.(,' ~": " ' i ,~"'" ,'""0 " ~~ ~ \~ 1,........ ... VI ' .' -; ....'.1"1... :t;:::t: H I ""-rV"~' I c~ .., \0 ..... It) ~ i ... ;s ~ l' ~ j;: to ~ ~ ""'"I .. "'~'" ~ ~~~ VI ;aii! ~ ,~~ ~ ~~~ 'Ii :O..i:l ~ ... .....'" ~~, baii! ;;;~liI :o~~ S ... i I ,1 " ..., I Q~ ~;;l B~ VI ~ :::! 1 .., Vl ~ [ ~ ., ~ ... <>. a ~ ~ ~ 'ti -[.l II> :;; I ~~ l.fl ~ i <D i ~ 0> .. ~j!;:hiVlj!;:~ ~ "ri lJ;) ~ "D J; "'- ~ """""""" <> _ I I J ~~ :be.e.e.t.<:;! tli Iiiii\' ~ i ~~~~ ~~.:~~~:> ~ ~nil:~3 ';: It:;'": OCl. ~ ep. i:oq Qp~qllll::, 0 ~ ::::~; () "" ...f<;>..,~:r W :D m:~:~!:J 1"1 ;m:iI: q.c,1IIo n Q< ......... ~ 0 ~~~~~ i ~ o. ~ n ~ '" 6 ~ lS z <> l! !Z :!I ~ ~ ~ Il;I .... ~ ~ ~ e ~ z ~ Il;I ~ Z it: ~ ~-t VI)>. -to) ~ ),.h; ::0 )>. 1t:c -l ),." ~ ~~ ~ ~lO fiiF;j ~ VI VI .ii:;"" ~ ~~ ~ "<VI ~-t R~ lht:J I' ?ti ~-ft::i .... ~ I is ! or/09/2OO3 @ S ~ @ ~ :t> S i .... ~ ~~ ....~Vl=E l:>-Q-..... :::I ~ a ""0 i ""....::;..... ~~ ~ I"";::' ....~iilQ ~ ~ ! ~~ ..,c,,;r: ~ - ~ ~ ~ ~ g~oo; .., ~ iiI ~ '" "'r;; ~ 2 _0 ~ I~ IVl:t: ~ ~~ ~~;'" r;; '" ::;.!:i::.,',( ~.a-c: ~ ~ Q,.... ~ a"'~Q ~Q: -~ ~~ a.a:~~ ~ ....~:31 Q)"" Q)"""" ;:: _2. :t> :t>'" o;!. ~a~!. :3 l:>-~.., ~.., ~"'r- ~ ::;: l5~::;: "" '" ~i! ~i!.g ~~ a(t;'a-.... ...;~..,5" ~ .... -::;. ~~~ 8 II II II II II II ..,~O''''' Q" ::>. VI C'>0:I:t> V1~ ::s.....""'..Q a- !!) .a- c: C') 01 :t> a ....0'08 .It ~ ."",. ."""" N~ 2...:3 .., - ~""j I I I I I I c:~{g~ :t> ;:: · :n Co ):0 :~~ ~-. a s~- .,~::;:~,... . '~-g Q~ a-<'lI ...;~ . I I , -<::::: .....~...... ~ ~ ~ ~~ ~ 00' ~ a c.," ... .., is'::;: . ~ (;j ~ ,;. ."" ~ ..,....!i: "'Q:t> ~ ~~.... 1>..., . ~ ~ ~~~ VI --3 Q ... I Bi? as'" 3-.... . l5 ~-~ -",.., ::;'0- ~ ~~2r ""'" ~ :3 .... .s=O;Q !!)ll>0" ... ~ Q,~i3: . a-"" ~~r;; (;j~'" :.... ~ i~:;- ::::: ~ !l '" ... ~ 1:l ~ i " .. i ~ , ~~~ r: ~...\ ~ I~;,.\ ~.i;;:L ~ \......)4 t ...1 1 $~,"",~JI .., ::.~~ ~I ..-'i. ~ /'- ,n" .... " ' ~I --::- (' ,- ,. - 1 ,- ~,4..c ~ I~ 01 ~ f '\.40,;1> ;I't"'i. ::., ~ )"",,~ ~ ~r~ .... i ~ }tl.""" \ 4- I ~ 9 b-Og- 1::>::;....._ .., ~ .... c" ;;' ""Ill::;..... i~rslt"" ~g~g ..,~~ 2' ,;:rn~ ::l;-'c<~a. 22'0- ~ g~:) ~ en =::: ~~ "'""'" :;~ al::>S~ ....3'''''~ ""::>1 c:::",C') ~c"a ::>....a- ~c:::"l ~~~~ =;(=)~ (;ja.~3' ~~, ~s~... ~~..,- "5":)g .".a- V) .!t e B ::;. A'- .....c=s Q ... -. ~i~~ 0 iS~.a-c: Q"::> .0 $ II . Q) ~ ~::i_ II II ~~~~ :lo;.~~ . ~~g Q''''ct...... ~ . :t>-~ ...... ~-.. .::;. ::;. Cl>BQ)~ -.... . fX'l::l~ Q,~rs~ O;::Q ,.a i5' ~ ~ ~3a :::~ ~ l:o; . 2 .., <t alll~ . ~ ~ __'" . <'lI 19 .... '" "'::;'-1 ~~ :lo;. ~~~ 2'1lI!.!: ...... ." ~~Q'...... -.. a ...!~ <;; b '" !l: ....<'lIe:. ~ "" .... ~ ::;. Q ~sf.ol ::i VI ::;)"'!"o.g:....... ~. i:r a ~ '" st Q) -~~ fS S.l::l~b :.~~ <;;.... ... ~ <'lI so;~ c: '" -~ I ~ -It,,,Q, ~~Q) 3'VI_ll: ~ q. ...... !! -8"~oQ ~ B '" ~ ....\Q a -"'.., Q) .... .., ~~~ "'S'8Q c.,--a. c"o;- ....Q~ ~""a .., . ~ '-~ -~. 0"" <b ... .., ::)0 ~ ,07 58 52 AM $(JJSTN_MACRfM'oJer;t'502.92e2\Slr~ct\[)eslgn\RfPlsfJIJ PoII1 Dl1slgnVTaos dgn I I I -- VI ~ :ti I\) - ffio~ Vl $ tli ~ 5: ~C; I I ......i::fq ~ 5: :::::~ii:: ~ I :nDJ ~ VII::( ~ 5: ~~ ~~ ." ~ ~ ::i", ~ L:t> .... to f;}:t- )>. ~ ~ \0 ~", ~ L~ f;} ~ 5: ~~ tJ) fq ~ l..oI ~ S." ~ ~ I\) Ll: f;} ~ ~ ~ ~ ~..., LOI -l I\) &~ :r:. ~ ~ ~ Q:c::: ~ ~", ~ r- ~r- ii; ~r- tJ) ~ 1.1) ~ ~ ~~ ~ I'll hi ~ ~c::: ~ ~ ~ tI1 VI Ll: 9 ;;g hi ~ ~ ::;;c::: l:DJ ~ ~ ...... S'c::: lB lB LC') 9))- ~ i? S I!J L ~ l$ i;. t- ~ ~ ~ . r- ~ \0 i2 ~ .... ~ ~ ~ ~ ~ - , " I I : ~~ fill'5 D~=:: <2g.~::;:)>.~CS t~~ ::;:;;I~::;:i?l l::1<:l<2;'l s.:;-::)~~ i~~~~~!-'l BE!.aft. g!~~ ~~!"J =r~QQ~ ~ -2. q~~~ '" 2@.:"1 -,-, ~&~ ,gQ ::::t<ll"1:l ~9:3:~~i~ Cl;;l "''''!lj;-'::;:I'>1 ::::: -, .., <ll )l ~~~~ "":::::J"'"I :::::J - ::;:,r'0303;;! Q) '" 0 ~~ ~~S-~ . '" ~~~~~ <Q"<t~II>!L.g ~8~ .,.. Go .... ;J , Q) Q) ::;:~ !:l a. ll: ::.- Q) ~ ~II> _;;;~Cl '@1I>c:.<t 08"Cl 1I>::;:8~G> )>.)>. ~""!f ~i~.a-g.g'" c::~~!? ~ ~ ?5 il {5 :tI a ~:J39:!f~ ~ st:8 11>.2' ~ "1:l::;:~ -.. ~a. ~~8~~ ~"'~ 2<>~"'8: I -, ~ Q) :::. .. '" ::;:ie..,.c:: ~~~~~~~ . c;; V) :::. . ... ~ a~ 3:~<> W Q) :~ ~~~~ ~ ~ "''''' I~ Cl-'~ Q~~~~~ <>S:<>lOt "'<>c:..., ",~a .....,... ...1.Jj:::."'l!: "'<Q" <>.., '" C Cl!!!~<> ~;",Eli~ ..,.~c:. g ~ ~~.. I ~t ei-'Q"l;t s: lO!: l Q" l;;;)>. Eli~S ~ Q):::..;s ~n~ 5!lJQ)~;;-~ ,a .., - <:l ... 8"-1 g~t;;'C)~~Q. ....o-c:. Q)--, ...act ~ r- 8c:.3 !lJ...;:t ",-' ",l!.~~ 'g -'::;- .., =EQ) .., ~Q)~ 8,a Eli :1:Jc:. '" I ~t 08 "':::. Q ct..,~ ,.....,lii",gS:"" :::O:"'~l'I :::..... ~,...-!ii!-::;c:. =i! ~C" Q., o-~l!.!:t ..,-,- t~l!.f;"-~~ R~~ .a~~ Q-a~~~ ~ ~ ...."'~ ail a. ~ Co -l ii !il:::'Co~~'8 Eli3:~3:~ ~ -, !:l" ~ ~~ O3aa s: ....l.. ~ I I "" <::'03 '8 2i-'~ aQ) ~lllt _ ~:::.5'8 :;"Q)Q.C';j==== !ill! ::;;l!.i3' a..... ~g~ .. ~ l!. ;;; I~ "'0- <o~~~~""~ ~"" R~a5'~ll: -8!@<:l - c:.(.Oi _ 85 ~ ~ It.... ::;:~~c:g- ~o-~3:~8 a,O)o a.2tc:: ~-g!l:<::' I ~~~ l.Q" -. ......s ..,,,, !:~3:~ ~:::.~c::. a::i; ~ ;: .s-::rO;)s-, Q) -, ..~...... ~ ~.....g etQ:) '" a~ )0 -, l'IR"i5~""~ Q.1t-, It ~-l~ ,...~ ~ a-~ ......., a.:"1 ~ -is' ~",...<:lI ..,~ ~ '@ "" ~ a.tt;"~ ~~~~lii "".... ,.... ""lOt ~ ~ ~ !l ~!: ::;:~ ... a.......~ .... .,.. ... ~ "" a:::'~ II Ii ~E~ .....~3:::;.~:f( <D l'I_ l'I", a- .e..~o ~~c: ::;-~~!:i - :::. ~~~i; ffl '" ",OQ)Q)o ::; liill: ;::-"" 2ii;3: .... 1'1:I_"'21 _~ ll:-)o 5'~1 B"'"" "'1))>. 0- 0303 ~-,~:::!; a<:l C""Sl.II>Q"Q~ ~;;;a.., $ _~ ~ a i:~~~VSO" 0"'" [~ 0 'S :::!; ::i ~,....'8""<:lEliil ~~t:~~ os:~~ ~~ "'l- ~~ -- -, <l>c:.! _ll: ~ s~~ G') ~ <oil <:I <1>:::;'_ 2;:<D ....c::..c:: ",a~"8~!?,iil ..,. - -'''<D8'~~1r a.~ ~ 3: ~ @if a."'s '2:c .... .., <1>8 ~ ~ ="""'0 ~. (;)d ~ '" "8 i!:' ,gif!i~~ ~ :to.~ CI> ~1r<D ""~~-.. ~ ~~Q'~~);I ~Eli~!i ~::;.~~ .... '" ~ ",il 3: ~ 08;;1-", 2... _a..... -, ~"'~1r~~~ II :::. C ~ . '" "1:l -, l'I ~i !i -<::0, ~Q"ltiCl>8a :::JO~~ "11II ~ Q 0 CI>I :3 =t~ll: ",.. <S' '8 ~ ~!.~ -2;1" ~C&.;;!,g -.~~~==ttBe II>lO!: Cl~Q) -..:;:~s- -'licrE ~ :S:~~!c:.~ ~ ::;:Q" 1r-,~ ~ ""I 5' ,g=E.g - ~3: lii'" ~ ~)>'..... )>.~_""'l'I Ci_ ....~ ~a~i" !l: G> :::.1=' _ ....,g::.-l:!:! ......,:::;. ~ a.~2i ..... :::. .,... 8 '" ~~ ~ '="""'- 0"''' QlI tf} ~~ o O3"'''t) .., '" C) '" 0 "'tI~ 2~::;: S'2 ct""oiS' 3= 1r~!i it:::';:>::;;::.-"S'i? ::.~a.",I;3: o::;-EliQ C) ll:R !:ilii...~....C)<:i: 8~"ig .,.. Ql ::. ..... era i 1<0 "'!:t~~ i':~~Q~ ~a""~,,,~a Cl lO!: ..... .., <1S'ClQ" ..... Q).~="",- s'" I""~~i~ -,QlC::R- ~ v;~~s.a-;::; ~Q~ 1I :::,,,:::;, iil Q" Q) 2 !;t~ l'I~ ;r.~.., ....:::::: ~~ii ""8..,~Cl:. .. s: .., i;l '" .... <1>_ oil ~ o~ ~~~~~ ~"':::.ClI:;:::C:: O"Cl ~;:,.~ 3- ~[e8 [ 0"'" ""-~i? oiS'<;Oc:.~ ~ ~i ! "" tn Q li2S",CiiS:!:!!ll :::..., ~-,~~ .....c_ - .~~;:: ""Sl.~ '"""ac:.-'-~ -'CiiQa'" -~ "bll:-' -,.. C) R !. <: Q~2l2i~~~ p ~ ~ ~.s :~i"Cl ""~~~c:.:::.,,, ~~Q~ ,a~ O"Q"~ a~ 1;:::' ~ ::::::8'03 ~c:: 2~~s.)>. ". Ro"" ~ ~ ~ '" ~~~'tt )>. i -,....~ c::.."'" !!l ~ 8: :::;::;; ..'" :::!~8~Eli::;- ~",t:JR ..,-, "'i:i~ :::.a Q::;)OQ oil a~ ..,. 50!: <:I ~!!: ~ c::.. ;;-""ii "" Eli::;:~ C"'-_!i03 ii _c:: ~ '" S:~t::::! .. .... ~ ~c:._ ~8:.. f\)....,.,~::,-.~~ a-~~3: ~fi~~ <:lQ.-' -3='" l'I'" ~c;;iil ::;-i;~ ~Cb" -,Q ~lE: . "'a--'~ c::..!l: ~g-~ c::.. =E",ll:"., 8-' ....'" 2;:g:::;'=E .....""\a=:r t7-~ .....-... -I!Q ell s:a-t'i ~a Q) a:::;. ~ ~ ~ s!il )>. "'!!. ~ <D ~ ~~ <:l _~ 2 """":::'Cl .... CI> i <:l <Q"'" '"" [ '" .....3: o~_E ~~iS%:::'~2;: .., ~~.. * <D ':'"i,a --~~ 0" ~a i !! !IlS~ 2~ Ci" a g- ~e.a...... Ql~~'" ..,:::.....~'" .., ~CI> a iil~ ::0....:::;. ..,...... (II. <b lO!:o-Sf Eli ti;~ a~ ",03 -'..,. ~.aCll~ ~ ~~... 6:'8~1ii~!vl ~::.- ll:....~...l3i ::o~*.. ~~~~if ~-,Eli. a~~ ~~~li ~$ ll:a 5's..,.a ....8:.. _ .0- ~~all: l'Ilt: ~ a:~C5 "'ir'S~;"'~2i <D'8 Q ~. ~a '" ..,. Q) ~2;:c:.c i.8 2;:::;; 0" ~ ~ Gl ~ ..,g.., c::.. 21" ~i-aft!a <J';-- .., Eli c::"t> -, ~;;I !::<D~ll: s..Cft~!~~ ..., -'" <D ;p;:,..... II> "" ll: ~ ~~ @' ~c ~c:. ~:::.-,-, ~ S2: ..... it '" g-~ "'~<ll ~ <l>~ ac:. <Q" ~"'''8it::;:~c:. <:It ~!!:'i03 Cb~ g if ~~ a '" ~ c::.. r~ ~~ _Oc:. <D~~:::' 3:~.ifS ~VS ii ..,-' {i <l ~ ::,...... ~~ -''''~3: -, c:: ~~"'- g(t~a C;--o c!!.lti~c::..~~ a ....<1> -:3Q' .., O3<D- 033::::;; 208 t:JQ' ..,o"'a, I; ::::: 2% ...,~ '" a -' dJ ~ . '" 'Sa!i!: ~;;!~lto~3: ""QIi ..,- ..a:::'~"" <Q" .......... S: ...... :::. - ~i . . .. :::;.Q) .., "" 0 ~"'- 3: :t-.~~ ~~ '" ..., :::. c: ..... '0 '0 ;:> vs Q) I; )>. Q" <D . ....~ _I; -.:::,-."""'1::: "" -' -,...~S2: -, -, -, ........ ;I'o-~ <:l 1. .a.g -I "1:l Eli .. a ... !!: .... ~ .... 3: ~ "" Q) .. ~8"E!.8l"'~O ~R~ a~~:::.~ ll,* ,a--ll-g5' ~o;! a-",c:. -, "'CIl 85'~!l~~~ ..... ~lSg ~ 2;:~ a- .8:::. l!: ~'1)Q """'Ii ...,..II>"'",,<S"=E _-'c:. ""a.~ C ~ l;j~8"~-'..,.i? ~it~ l!c:.... Cl ~~~ "'15 0 ::l=l!"'3i8"-, ~::O8" ~ :::. iil ~ ~ m i~~~~ '0-,....0" ~~~it.w[i? :::;'.a - ... 0" -, :::;. -, I ~ lii~ ....<D :Ii; "'-- '" ~ -<'::o.l'I O3~!:ll'l<l> oaCf a"'R~"b-'<Q" ....~a ~ -I"':::. II II II ~ - 0 G"j ~1il,ga~~~ ",.a <l ;tl ~ ~ "lJ~ ~,g%.8 fBll: ~ ~ <0 ~"'~"t>"'::;'S: ~~2 aa ~ Eli .., 0 "lJ <:i: ",- ~ 2j 4 ~8.~~..,~", at:l:::;' g~)>. ::fj lJ: - n-g"" .......a ~ ac:.~ ::tJ ll:Q"-,"'''!i Co ~ ~ ~ ~ . "''''['''"I::!3: s:"'i;t _CIl~ <0 3:!@..~ll:Q) :...~l!: ~~'" ill 6 '" ~ 0 ",!3 -.....'" ~~~ :......LtI-. ~ ~ ~ @ l.ol ~!aRR~~ ~ 3~ "'''50!: @ . ..,..,.... Nj ~@'~,gCS:i g:~a "E;a-''''", Eli lI:I 11II...... Q ~ ~ <::.S!.~:::.~ a a a~ ~;:!;~ '" ~"t> ~<..,.a::;: ~ .... -.., ll:'~<D~'" c:t g.... '1)~~c;;1 ~ cl.. I. IB'-o" to 22'-0' J IB'-o. to 22'-0" I ~c::_~ ~ a .., -<::> .g ~ts'N(&-' g-i?~a. ~ !l ~ .., .2' ::0 (\) "" ~ (\) 0. .. ..., 8 I <s I Q e o-~ :- l'I @ @ e ~ . lI:I Q" ~~ t ~ :::.~ ~ ~a%~ ~ C ~ i -- J ~ ~~ CI) -.:. 1il::!J a:::x: f ~ 8 ~~ ll:o- ~ ~ ~ ~ tl:c: ~~~~ ~:::.ll: C 1m ~n,lI) -, <::. Q <:l G') Cl - N'Q ~ ::t:"'O '" :ot ~ CI):--t li: n; :::;.- ~ - ~ ~ III ~ffii~ 0'" ~.a-l\) ~ ~ ~~ tl~::O ~ :::.CIl <::. 4 ~ 6 ~ 1'1 ;00 st~ ::lII ;;1 .., ::.- alS ~ Ii: ~:c:~ ~~ g . . . 2: ~~ f~O:; "" "" "" '" :;;: 0 [ .......,..... ~ t)~""i ..., ~i::: l.ol C5 O'l (;) ~~I ::.- l\) ~ ~~ III ..., :~ s: 6 ~ ~ ~ ~ ... r- :!:ii :"'Q)~ q q Ii ~ VlC5 g 8. 0........ . ~ q ~ ~~~ ~ a[ ....~- VI ~ c s- Ol :::. l'I (;) ~ ~ ::!J ;00 .. ~ II ~ ~ ~ ~ ~ Q ~tl~ c 8'~ s <;0 .., ~ q m ~~li: -.., <l> -'a~ ~; "'ll l!.~ "" ~ ~ ;00 - ~ z '" !l: 9Q'~ ~ .... ~t::;;l 5'~ ~ :;; ~."t:J ff; ~ a:'8 ~ ~~ ::> ~ z ~~ ...._Eli I~~ci .... ~hi~ 0 a-~~ .... ::;! ..... ~ 0 ~d~ "l:Ul! r iill'la ~ is ..., ~ ~ ~~ ~a: :to. i ):..(=)~ .... pj;~ "" @ 6 '" . -- ~ 11 ;00 ~ <:> I . '" CI)):.. z :t; _ c::. 1II s CI)'::-I"'1i "'ll rr. :.;: 0 ~~~ )>. i;1 n,ofl; '" i z .... ~ ~ :r::::tlti) ;00 ~I~ >: ;j to <.J) , 0 IB'-O" to 22.'-0" ~ I I~ I r- ' z l!E",c:: /8'-0' to 22'-0' ~ FiiO~ VI l!E VI lI)"'::t!J ';""l l!~ I >-' I I @ i'~~::;; ir~C;;~ ~j1;;'; <i;~g.~ !!."'~-< ....,!1::>~ :;:-!!.a: ~ g-~... _to to ti]~~'" 5" ..... .... .... e - (1~5"~ ~ :->i!!.1Q ~ )>. ~~I~ ~ . ~::;.~ I ~~.. ..03 ~ 1 (13=' I ~~ ~ I ~s... I "'.... Q ii$"S )>. <:> ~ 3:"'''' '" <D~i1 ~ '" ... - ... 3: '" iit <D!ll"" l{ ~~:ai ...,. ""'~,.. ",-",to ~ ~..... d' SilLS lD !l:;:C:: :~~ I ~~ ... :0 fll "'l; ~ fll Q. " :;;: ~~R"; '" O:;'=" ... :!l !!. <D ~"" ::ct. Q~~ ~ ::>/g::>a s:.."..... ::;;0"3:0' ...'"" toc::"::' ::;:[)~ ::.:a~~ 'Ili:~- .. S!:::ct. ~g~ B:i~~ ::::~"'I- ii..,,:itll ~ 0" :;. is"'Q ct ;0:-::' O'~Bii ii: fS::' '" II II II ",-' Sl <l <?;o~~ ~~!;>! ~~~a i5= "'I <D i Q '" tllJ:' "'- )>. "SO'I'" :!l~ ~ir ~;.~~ ~ ~---~ . t;<'i1 slti1!l: ~o::; Q ~~ ~..!.. ~!Ii"'- ~ ~ :~~lll a g ~Sig:~ ~ ~~~~ ~ ~lt~cl ~ ~~3=~ ::ct.>:;,<D::. !!! ...10 l!. ~~~'" g- ..~ ~ 2' 'c;;;;: I ~ ~ i~ C5 , i'3 , Q ~i U !~ ~~ g~ ij~ h ~~ ~; I I I (I) t::) SEI _ :--t n, (I)' ~ ~~;ti ~ i: ~~~, ~ ~ \:)::0 -tl ~ ~ ~ (,i)C5i ~ ~ ......)>:::;t:' ~ Q (i):i!: (l)i ~ -t\:)~, ~ ~~t:)1 ~ ! i::~~ ~ ~ :I>?)>i ~ !: ~:I>~! ~ ~dF;11 ~ to ~ (1)1 :! t:c ')11 ~ ~." ~I ! I ~~ ~g'~~~r;; Istl~~! .. ii'"",:-t ~~~~~~ .. iaQ 11 ... ~ ~ ~ ~ i ~ ... ! I ~ ~ !.II ~ ~ ~ ii ~ ..... ....'" ~ Q~;!::;; a-~: ~ "'!. .Il! .lti:~ cZ ..",~ aa' .. ~ia[ i::;; II! iiP. ......0:> It-s:''' 'S' it -"... (bO,Qt .......... 'S 3: 13 ~1ll<D "," !~~ ~llli s3:- "'..... ::::: a 13' Q'" ~:'l ~~~"t li:"'ifi ~~i~ ~~:l> ~~8 "<i:~ lil ~~li: ~~~ ~F;;: ~d~ t;j~~ li:~li: ~!::l~ S;~C) :t:<::>~ ~~ _Dlc:: VI ~ VI '!>- ~ g. I\) ~~~ ~ ~ ~ ~ ... ... ~~i19 a !.II ~ .'l:f;'",..~.;'ii'''''' ~ ~ {"!i ~ , .;~~t~~~r "f~ ~ I ~65~C!~~~",<D~5"to~ia ;;p "'" II ~ II ~ ~ ~ ~~ [~ ~ I~ Bl ~ I~~~~'~~ ~~~ ~ ~ ~ ~6 ~::::!.: "'Iig "'-~!::l. ?i al ,.:~;!:j.B ~~ ~.B'g~ ~ ::. '" tI!::t rr, lOt ........!t '" ;'j: I\) _ ::... )>. ... '" .. v, ~"1.i:g ~ti; ~~~lll ~ 5".... 5" ~ "'-!::l ~ t..g- sr~ ~l.!.a.ii ~ ~._ ~~ !l7l~g- ~ ~ ~;: l:!;:t-Cl!i\ Cl. c1~ ;-g"""aQ" ::t '" .. ii: ~ ~s ~1;;'a::t )>. 5":t- _lie;>::;: ~ ~s 'g~~~ ~ ..~ i ~ ... ~ !! ~~ <D..~;"::' ~ ;:~ g~~( III ~~ 8:)>.11,[ ~ ~ ~~13~ ~ III ~-lii'm ::. l:t ~~ ~~ ~ ~ a ~~::; Ci ~ ~ b ::t: tIl !=::: ~~ ~ ....5 ~ (:! !.II ::tI I'll ~ ~ ~ i: .. 1:1 ~ F;; ~ - VI ~ ct ... .. ~ 11'-6" Min. f ~ ~~ -.I::~ ~m~ ~ ~ ~ ~ I ~ .. 5 ~ VI oCi" ::. UB f7'-6" MIn. 1.11.... rr, ~ ~ ~ a.... II )>. ~ F;; ~ I\) VI ~ ~~ ~ "ct ~ ;;: ~~ ~ ii _::. ~ - ~ '" 01 ~ VI oCi" ::. f!l re -. 265 Cii -. t: 5" l.:..~ ~ ~ :::;; L VI al (') i: I"" ~ ~ ~ t:l VI ~ ~ -j !i ;;! ;g: UB ~ ~ ~ g. ;'l 01 ..,,>i1-j.... ~ ~ !JI .tl.l.! ~l.!...~~,~;;p~~"'~~ .. VI . , ", ""..~..~., il'~ "." "- 'l'~ .. >: "," ~"' " ~. ii: b '>f;''''~~ ..;eii t ~ ".. ~ "'- ;" ~ '" . ~.. ~,,~,~. _".' ~.'~.{""~' 1 ~ ~ i~~ ~~ : ~d~~~~a~~! ~!ift~ ' ~ !;ti~[~~ ~H! ~ ~ it~ ~." "., ",.." ....ita.....".. ..~".Q. "Q- I; , .. ~ _ ::~;;..~..~.."lf..~. ;-:i[.~ ~:;:..' '1.. ."it;-..~~..~ .. it !l;;o ....". ",~",.~ ". :..~ "~.,"?~-'" .~ ~ '. ".,,~. ...g- "."~ ~~.~ -.,,~~- it ~~ t~Hi4ii~ihil ~: ~i:;'''~~~~ I!!~~~~~~I ~ >: .. ~ ..."!l;,. ~ ~ . n t f ~ ~ ~ , ~ ~ ' ~ ,,'" !\. ~ ~. · ~ ;:l ia ~~... ~~'" It ~~~!!l~S ~~~VI~~~~~~~ ~iil~s~ ;;! ~"." . 1;" ...~-' ..it" '" ". tn" n ii ~ L~-""lOt 1C:<D...~a;;r.......", !l:~'" Ig . ,,~~.~ ~ ~",.". If .,,"'.... ~, ii' "..it lib , aL" '.. ~ ...",~ -0- ~.~ ~ -'a- - '" ..' "Q ~ ...! .. ' '. t ~ ~ 'i;:: ".! ~ >: · ~. '!l ~ ~ a it_" l:' ~ ...;):. ""!II' ~"'~"',),i~ S?s <D j;f~)>. . ~ .. .,," ...~ ~R'~"~" · '~-' ;;! ~~ ~ ..~ ~ ~'l''' ~~~~~ ~g_e ~~"..~' 'l ~". - ~ ,,- ~ '< ~, . .. - Q ..,... >: .. ~~ ~ ~"~~ .~. ~"i" ~~.;-j~ ia ..,. ~ "D ...~~ sa ~'""'13ltlil.'" " l lf~ ~ ~~ l\1" ~Il:.:: ."S ",,:'~ . . ., . 'I ~ ' . ~" o. - .., I ~;:~!l i':~ !~~~ ~:~~i~ a _~!t!ll "'Ii I a~~j ~~~~~~ ,,'" ......b ~...~. · Ii' ... ~ '-' , .;- . ~. ... ... _ ..~~j!, ,:,,,..!l. ~ . . ~ . ~l:~ ",~,,~~'!l iI . .~ 8~.~~i1 !;t '" . "'- .....)>. ~ . ... ' oQ"~ 03 ~::.o;- ~ '" i:! ;;: Z ~ ~ ~ I\) ~ VI -l ~ -l o ~ '" :;;;: 8 z ~ ~ } ~ ~ is 'T) ~ .... ~ ~ ~ al I tI} i ~ ~ ~ ~ ~ al ItI} ;;p~ Q;II> ~~ al i! i lIS' ;;p 1::1 -Q: II> II> ~~ al i! II II ~~ I I ~~ I I ~~ 1I II ~~ I t ~~ ::;:::'1\) :::!:~~ a'CII<iS" ~~ ~ ~~[ ~ '" S~ ....11> ~i ...,::; ~~ ~::; ~a: ~< !~ 19~ ~~ a~ a! .;< ~~ ~~ ~~ ~~ C')lJJ ~ I I ~::9~ :;..... II>tI} cr l;'a. ~~ ~; o ~ :;).,.... ;;-~ ...,;;! Q'''' .. ~ ~ ~ Cl. ~ Q.. a: "S ::; a ~ tll " iii ::ilii:::ilii:.:;e RRR ~~~ aaa> ,a '!.'!.'!. ~~:; ~!:2~ tI}~'Q q~il ~iW ~Cl.~ "5;t-...... Qa:~ ~I @@(9@8 I tI} '"I:> '"I:> :::: t:J t:l t:J t:J t:J ~ ~ ~~~ ~ ~ ~ ~ ""'-Q:~""'-""""""''''''''''''''-'' ~a~~81 8l 8l 8l 8l o-::;g.a~ t ~ Q_ ~ ::;EiCl;'~1';j I~<h <h ~ ~a~'g~ ~ . · ~ ~~.{gg~>< >< ~>< ::;:aa-Q..... t..J q ~ "! ma~~[~qq~ . Q:~. tI} tI} Ol ""lii}:l tI}!:2 - Q' ""<><:r "S'Q'g::; "" ::; - - ::; ::; . . .a -.. ., !ir' . ~~[:.... .., a-~~ 11l""Q>< gC')~::: <4~g.~ ~::a~ ~Q"~ 0- ::; ~ I ~ I ~ ~i ~I i~ U h ~~ ~; z .... 1"1 ::0 Ii )>tI)t:J:i;: ~~~<n ~~~:ti tb:b-~?S r-::tJ....... frit)O)~ <nit:~~ ~t:)~ ~~tj it:::o~ :::?5 )> to:b~ =~ u ~~F;; =<nV) <10":J'l .,,~ VI .... ~ ~ i3 l;' ..., III ... Jo- .... "" o ." ." r- o ::ll g J0- g I" "V ,.. ::ll ... ~ z .... ~ .... ::c ,.. % Vl " o ::ll .... ,.. ... o z ~~ .a9 :;~ 0::; ~g ~i .a2 ;::>Ei ""<:r ~~ .~ :::::: <:r a> Ylt:J~~;==: !~~~JI a...,tn_iO - ...,,,, JI.agll> Q;Cl.....j;l~ t:J~~~~ ~8Eia:Ei ?~~cs~ ~ 1ll.....1:: ti......~ ~Ci'~~ 0-::;0.... g: i?:::~ ~"S;:;;:3 _:::'II>Q 0:0- a E~!~ ~~.....~ ..., -6 Ei :::.Ol..., ~;r~~ ~(\:I~I:: .......:tI ~~ Cl. ~ c::"'~j::' :s;-t' :=i ~~gCl. -.~-.."""'\ ..., l:!.j;lll> :g~Cl.. ::::Cl..~a ::;-~.a.g ~ _:::. a. :;f?.a.0" Q) ...... ::,. """'t Cl. ~ ~ Q l:!.- .:; g .... a> ..., a. ::; 3: II> & ! ::iIt ~ a> ~ B i ~ n1 ~ ~ tI} ~ ~ ~ :il ~ .." ~ ~ ~ ril tI} ~ ~ ~ ll:<> ~I @ f8'-()' to 22'-0" ii.l:!l ~~~:i1 ;;;; '" ~~i~ i!lt"" t<:>;:o llE-lJ1~ >'" ""!i! ~ li:::;;: t!:!!a~~ :i!~t:", !;j!::l~~ ~~~'" ~~d~ :::<:>~<:> ~~llE! "'~)o. illi:il""!:I'I l'"; ~~ "'~<:>~ ~s~ "'~<;;~ ~:!j~ <-, ~g:;;::;;tI}~~iS I~~ ~I...,fl~ _::;.~CIICl..cr-b ~0lCl.a- t;~a t:Js9' ~~8l t:Jlll !t~Qti.f.!l'2"~t 'g13 ~iie_'g Q -j-...,-3:CII-l::; Cl.II>....'g....,...,Cl.Cl.. st:::.~ ....I::.R Q:Cl. e<b ~k:)c::e..., 1I -g -g c" CJ) ::; II - :9 12<i'lii~!!.;!~ ;.tooil!!. ~..::; e.:.i!~3;!~<:l~ !:ll?~;:;;Cl.~.a ag.Si(;!~j;lii 3:~"":n ~~ 0g.iiO'1j;l::;;:::. Q;_"'"'t c:;:::...... ~a.~~~.a~ ~~:::-;.ag-;; ~...,~ ~~g-%1! Q. ~---..-. .... ~ st,%;:::::~ i;;--Q)cttc;:-~ Cl...a""S''Q -t -:::.~ ...,~!\ ~~s.~!l~S i?~al\)~lia ...,..... "'",<:r_ c::clS~lS"::; g:9:}~::;~~ 3:"":::.l\)g S'1I>3:~~_tA ;:;;~0'g.' ~!') <l> <i'~:O- Cl. a ~~Ci" R~ e:-'?"S' ~Cl., a.-l;' ~~ Cl.::;..., 'tIj a:;~ ;: !l::~~ ~ !!8? '" )o.~ iii ill J . ~ tI} ~ ~ ~ ~ 'T) !$ ~ ~ ~ @ ~ q a-II;) ...... <:I-l :::. ~ ~ III Eib-B . ~s Cl.!Il ...,.... Eio- CII ::; :::-~ ~i? ...,(li a>.., ~~ Q: liill: !!.Q . ..., ",Ol ~B rg~ Ei!3' 11>::; .... ~~ III a ::!;- tlQ ~ :"< ~%l ....c:: a>", (lia :;).,:{ <:1- Q:;::;: ~a II>~ Cl"- '" l?~ ~~ a. It ~ ~ ~ ~ ~ (1'j ~ I'll 'T) ~ ~ ~ ril tI} ~ ~ Q ~ ~ I, fB'-o' to 22'-0' .-1 l;' ..., ;::;:;ltl};:o:::?> 1I><l>ll~~~ a..." !Il <:S' ;;Pa~~~...,a; a;.I" ::; '" :;t g~~~~i 5 III 0_!l:Sl !!:;;:!;Cl"~:{:;:: _0 l!!_..., g::;",~~c: Q~!a~~ :;:'~......-.""'" Cl.. <l> 0' 1::' <:I tI}~;:;;"":3a i'l'l:o"'CII- ::!!~~g~<E t:J~Q;Q;a3: ~ ~~ <:I' ~ 'g<aliii;;PiR -l~Cl"ti'la; ~~l?~~~ af.!llii ~~ ~ !Rll~~~ aCl..!:{~l!. ~:;).,3=::;:ai:{ ::::c::r.::::;' ~ ~l!.~~3:;:;; ~CIIBa2g- ~~~~~;:;; "'....-...,""'''' . (li~!l:~.8 a-g-C::3~ ~<:I~~~ "'....."'Cl..Ei Cl.~i?:tI<:I ;;:Ei;;p~a iia;[~ ::;. ....~ ::;. S' ~ ~~~;"'l q~::!!::;; . CII -Cl;';;SCl. ..... _Cl.. ;:;;:9;~ a,!!: <II !O!: !:ll:!!!l "" ~a~~ ~~l!.CII ~::;S'~ S!':<i/";::;:::> 5a..~ ;:;;~ ."" a> tI}_ ~CII Cl. _::; ~ CII <,>.."" 15;"Cl..R -.~~~ CII~iIt:"" 13 fl~ ....;::;:....S' :S<b)o.", ...... ~ :::. ~~ ~ ....&~ ~~~~ QQ~~ 9>li!l:g ~fi>t:JCl.. 1S"~~;:;; ...... ""-,;,oiiQ (t) Cl..g-::;Cl. 11 .. ;;' ~ 'g 3:~Q; ~(b .b-- CII ...,. "" "':g;!~ ~ .a>!!l _0Cl. ..., ..., ~ 3: It _II> . <l>Cl. <:r..., ~~ ~ 3:S'~~~ II> !IlCl.:-i ~~~~3' ~ 8~ Cl..~ ~~... Q ~ ~~ Cl. ~ ~~~-~ Q .. ..., l!! IJ; ..., ..., ;;-<lS ill :9 "'..., :;:: is S"~iQt;"=:::: 3:2~~li 0. ~ ~ ~ j tl}Cl.<l:l::> _ cr"""li:3:Q...... ~:iI(:"[ ...,l!!~..,- Cl..<l:l :-0.::; iIt:;:;;g-~3: fl ,.... 0 0 ....'T)~~! a ~ S:::-!;2 ~ ",,_Cl. .. !:l Cl.. f.!l a ~a~Cl.~ 0:<:1 ""Q.. !!: 0..., II> ~~ei I a.sS'-~ IQ""..., i!;!Qrl!.:3 -~<l:l c:: ~ 'g<ii::;:ac:: ;;- ""!!! ;;''''';:>''''fl; Q:::;::~;:;;-. <l>a ., 0:1 0 a . ~:;Cl. t:J ~0~!l: i{Q .,.. "iiiB'g .., c:- ....:3Ci' '?"~~ . 11>" -. .....- ..... ~~~i~ ~ti'I~::>3' ~ ~~ g '" 0_ ....cr ...,.....;;;::;.a, ....="""" ClQ. .....it~~ti. ~5Sa~Q :::~'!.~~ 1I>Cl.3:Ei- ;;:..., 0 Cl..l!! ::;ti::;<;ll<l:l .....:::0 0~;:;; 8IQ o'Q {II ~1J""::;Q .Q!!:~[a c:: ........... l:::L..... ~i;)Q~~ ~ii~~ .....R";;;a~ CII::;.oog "S ""::;Cl.. 13~",::::!:", tij"'U ~_-....... <:> 'g ~'g l:l...,ll'l ai!lQ.~~ CII...,!;l~.... ~Q)~ll 0"' t:CII"":;;iIl _<is' a-,.. c:: ~~::;:i?~ "''''<II~Cl.. ~~"8:3;::> QClla;a>..., -.. ... a iQ. ~~;:;;::: 8l ~fJ)CbCl""" 1:t~~.a'g Cl.,1I>~go 8l(:"Cl.!!l:; .....""'''''''t,;....~ 'g;::;:Cl..o" II> Cl. ..... Cl. <i;..,...,,,,;;! ...,.....Ei.a-'" ~~iI~~ 3: _ "'~ <lI o ~ ~ f~[1i~~~a;r. :;;.a :::''''~II;)~~!;2 Q~ ~ ~ ~ ~!!: ~ l ::j. ::;.Cl..i:lo.... Cl. o-~ ~~..... ::; Cl" ..., ::><:rCl"- ,...0, Cl., !"c"!;)gg-~a-~iIt: _ao_ ~2Q .....-.....alO!1l::j.("jCII i.a ~S';;;:~ g-2";: ("jBC::~Q)-.. .....-, II> ii...,....~ aEi ~i ~~a~~tI}~ l?::::og EiO"~~~ ....Cl...~ot:...,Cl..~ ~!;l~!,,~~~~_ ::> loi!.. II> Cl.. is' f.!l ~1~i~S'~i~ Cl..5S:}0 ~g~l? .a9'a ~ ~ ~~]l~ a-2a.~i~::;,~s tI}~ o~..... <l> g-8~a SCl.."" "'-:'1\- <:> ~.........~ S -.::J .::. g.aBga.3:2~~ II;)Q"~""o,~gtl}~ ~~a.~~~~~~ .........~ 3=S~C 0-..., ('}Q::>a> ~ ;:;;::;....1::....'" ~c: ""~O-;;a;;:'!.::;a tI}~iIl~-......;::;:Ill~ "2 o~I"'tI}~o- !'J<:>.....- ..,0 ::> :::,;......,,<2 Sl!!4. (II ~~g~~~o--<! ~ ~~~:3i1la-:; . g''''':i~ 'II 8Jsa- ~5"~ <tl 6 . ~ 6 . 18'-()" to 22'-0" I CQ ~ t;; 6 . t;; 6 . <.0 ~ 01 6 " [}l I~ 9. ~ ~ ~ ~ :ti ~ ~ ~ ~ ril tI} g: ~ ~ 19 e:: ~ @ l:g ~ I. fB'-o" to 22'-0' .1 OQ.fl. ...,..., , a>-I l}~::i' !:: CII a> ~a.R Q""Cl. ~~ <::' B ~..., -tI} "l.~~ .Q :::0 c::o~ ti ..... ..., ....CII<:l. ~~ iIl-~ a> 0, !~;: ~ :"< ~~:3 -S!::~ ~ 0'" ~Cl.~ _;;!r<: ...,"'- Zl B !l: ~::;Cl. - ........, ...,~"" a...,g ~~S' QC"Q.. ~ ~ l!: :3-1~ B ~~ ~~ :::J .Q-~ c: a . ..., ~~;l c "" II> ~ <::' Cl. ~...,~ 3:!.Q. ......:;:Q ~<btl -""a 13:CII :;.a ~<i' g!~~ It'Sl;! ....811> ~ 0_1.1 i-.:,Clla- oCl"a .....liQ I\) ti. Q ~- a-Q- lio, - .... ~~~ &::iii a.::;~ -~tIj ;~~ a>Q- (')~8l 0<l>t:J ;a:{81 ~~~ "0;::;: ?S..!:;l ~l;'~ . ~ Qa -::; .atl} ~~ ~~ ~..., ::!;f.!l gVl "'Cl" ~~ ..., ~Cl.. <:It::I ~i 8l.a g ~8'~fl""~f? l!.:;).,11l::;~"'~ a-~;'a.::;-[~ BS'al!.!!-~~ ~;:;;~a-~::;,!1l ...,a>..<.t5a-:'I\ Ei~g-~~<:r~ ;:;;8:;).,~~"""" (D ~.......... ~ Co Q~ :;,--' ::; "'~Oll>.a;!.. ~:{""~:;/ilt:J a.~~~~~~ o Cl.. '" -l 0, ::; ~a:.aag-:::-~ '"1:>:; 19...,.3B cl ~~ ::::.a~ -gEi ~CII'"I:>~ :::.l!.~.gOd~ ...... C'b-~~"G~ al;''''':::'o<llCII , ""CllCi;"tl:!-3: ~ l!! ~ "'"18l <l> ~~R~"'~ 'h Z' Cl. a [~ c:::~-..........I:'.:L'lj ~a~~g8l 8l ~ ~~ ~ :: ~~~l?~it <:r~SI::<i;~ Q)3~~~~ a>~!D 0- ~ Cl.. ..., .I" ~g~ ~Cl.._ -~..... Oi5Cl. ~~J .......,.... <:r~Q II> _..., B~ ~ t~! a::;:e;: Q ?:t (} a~21= - ::; ~""Cl., &!~ a....,~ -.li.... ::;' :3 ....cil.. ~.....!!t C") 'A .... o ~v,::>- ::; .. :::-.......... ~ ~~ -"'D:::' ;:!2f.!l~ Cl."SS ~t:g . <4 ~o, ~~ 2"l!. all ~~ Q. aQ Q~ al:'; Of[ iCl., -.8l .a"S ::; ~, ~ ~ ~ ~ ~;::;:B~<i; ~ .... <'112 0, ~ -, "'0 .8.... Cl.. -l [~g~~ ~ "11II -.. ~ ~ .- Q ~ Co; <:l...;J r- aiii 1;;=~~ ~ @-~a:~;;; ;:;J '"I:>~oii'l;' VI Cl.. ~ ::; 0,..., 'T) ~~~~lii ~ ~!l: a>", ~t:J~~S' ffl Cl. g: ::::; c:: '"I:> G) ...,~~-......, "::;aa~ ~ 13 (;;l "tl' :;)., y, ~ ~ R ~~ ~ .8."c:0,0, ..... c:: ('j - -:{~"''g - """t ~ a- Q 'I li;;:c::~::::; ~ . <'IIo,Cl~ ..., ................. ;:::.;: 3:~Q..C} l:;: <'II "1) 8l::; d g ~a-~ ~ ~ =E ~ ill y, ::;0::>-0, <3'!!:~~ ~~",g <:i_:::. :::!~ (0 ~ gB""~ ..., .8 Q;' .a~ s.~ S,.::;Ql:3 ...,..Sj s..~gCl o,....a. -00, ::;::;0<'>" :;:~.....g 0i?~~ ~ ~~f51 =..:~~ ....'" =Eo-:;; ""::;- %~g ~~ a: -::; '" ~R~ ~Q;! 0, ..., "" ...... ::;'<:r<::' .. Q >:: 'Qo,::;) ...,a.:s 8 ~ ...~ c ~ ::; t: 'Q'....l;' ...,:::. ..., _a> '<" ;::> tI} o--2S' .....~a !g - <:I ::::<2 <l ~BiIt: lJ;a~ ...... il~~ a~Ei _0~ ::;lgtlj :;!:!::::~ O<>Q: ...,...,- ~~8l '. ..., Cl. e;;;: ~~ 0-" :::.1 Cl.. f.!l "S ::; a n II ~~n o ~t::I:::' ,a ~ 8:"" ::; . ~ if ~-..Go) :....~::;:: <:I ." ~....~ :3 tI} a R IS .... 2" ti ~ ffl e ~ ~ :i2: G) :ti ~ ~ ~ ~ ~ tI} ~ ~ Q, I. 18'-0' to 22'-0" ,I Cl'l t ~ q ~ CIl ~ :::! ~ z ~ > ~ ... B .b . '" ~ ill ~ ~ ~ ~ a~ ~ " ...... , ~ , ~ j~ ~m I~ ~ n ~ h ~ ~~ ~ ~; "..." @ .....,;;!::;; :;-OI1i;Q 0............::::. ....,~ '" ~ ls~~ .... ~:;-~ d::::8.a OIli~...., .2t '" tiJ15i:;- .:::J. ~ B a-S,&'e- :"ia_~ ~~:i ' .II~ ~~ ::-S:: 1I II ~..... :II :::.C:lQ .01 ~ ~~ ct- :"li'~ tii I I :::.Q:::, ~~.." ~-..... Q a~~ s~:::J. .. ..., .. - ..., sSQ CI..~iil c; ::JS;;; .. '" ~~~ ~~::; ~~~ .... ~~ I I ~~ s~(') ~.....cr ;!t~ ..is'.... e;::)--- :t~~ ...::. 11 11 II :;;: _0 "" 5.....~;;! ~ f!l a" ~i~ [ ::.!:;'='st =<igg:iS' ~1i~Cl ~ ~O' S :;- ~ ..., SiPg~ _..., :::i iCi:B~ ~a..., CI.. .. CI.. ~~~~ iito~- o .. :::. ~~f!l"" ~Q:::3 aiitCl~ ~di~~ ~IJiQ!?: ~);?",lll !.~~a :;a::t-~ 't:l ~~~~ ~a;;:CI.. aVlS~ ~~..~ @ -~ l!. ~~!l~ C) ~8 :::i ....Q Cl 0"" Q ...," l ~ ~ ~l::g tf~~ ~...,i! ~! ~ ;t-.....=;:. Ci"~- ~""i :;; VI a ~ f!l "" C! ;;: ~ l;V)O~ ~~~~ ~~~~ j=;)t)~~ (Jj~ ~ l;~(Jj -1t:J~ Si~t:J ~~n, ......>< o)~~ == ~ ." Ro~h; <iti)V) == <:> '"'11 .,,~ ~ ii :::. iil ~ '2 I VI [ :::. iil ~ '2 '~ ~'i2: .... "':j:::' ~~ l?~ ll~ ..., 1i; ~ ~o a~~ ..S ~"'l!. "'~~ <::!'~...., ~al a-~- ~!il~ :::. .!!l ..~~c::: .::- S:: ct:::' ~~~ ~~ . ... ?i 0.", :;to; Ii a... ,.,."Cl ~.s='" l.8" ..~:::t .., .. - .., is'Sl ~!.. ~B;;; ;:: .., ...,,,,.8 ~ss. lo!........, -l!t <II IJl ..... ,.. ..... ", o .." .." r- o ::a o ,.. o ", ." ,.. ::a ..... ;I; z ..... o .." ..... ;:c !:: VI ." ~ ... ,.. ... o z - s~ f'l ~ I: ~ ~ VI ! t it:: ~ J>. .. ffi5 ~ ~ ::t:;:;:l /'I) - ~ ~~ I1'J ~ l? Sl 'g ..., l- I (I].!! I Q ~~ Jlg~ ~ I e~~ eO I ~ "":I:::' e D:~ ~~ II II , T m Q ~~ ~~ I I ~ ~i ~ .... ~ :::l!~ ~ "'1 - ~ ~ -. S t....t;l @J>. - ~ ~~ tIl tliit:: ~ S 1'l ~ ~ 0 ~ tj ~ ~ ~ .... i S -. t....til !::! @]>. ;;!:=-: ~ ;;;~ ~ !!l ,f!=:: ~ ~ ",,"Ii ffl t lJ) ;;: e ~ ~~ B s f'lhi I 8 ?:; -. i ~ ~ :::l!c::: . ~S:: hi - ~ ~ . hi {S ~ :;; ~g; - 5:i =:: ~ c~ 9:' ~ 2 ~ (') @ ~ S ~ t.... ~ - ~ ~ ~ "'1 ~ eg ;;! to ?> ~:.. ~~~~ :;;"'''' ~~~~ ~~<:> ~~~ -<iiSl ~ :;; ~ ~~~~ ::lIv,<);!! !'l'I~~" ~~hiv, ~~di :~I! ;;l.......'" <)v,:=:~ ~~tj~ ~i!!~ ~'fi~ ~~~ ~ /'I) ~ t:l . ;"" ]>.(')_ .. (I] VI :,,!_<II ~~iit,... Il Il 01 I ... ~g;g;..,:::i !.~!ll vI'''' sf!ll ~,,"~~::J-s""" .... ~~",~h+i~:::.~lll! ~ 'i m!=::/'I)cs]>..:~....~_G>...,,,, I ~tD~ ....,0 "":Io..,=,s:/O ~ II q II 01 ~~ lt1l ~ ~ ~ ~~ ~ I~~~I~~I ~il!Hl 1l ",~c:::~.a-~~~ ~~.a-~ s&l u,::J::!!l '" ~ >.l:t ~"'~ -"~Il" !:l~ ~~~~i!t!!! l~~~ ~ C~!;:ll~ ij;'<i! ~ii o +Ql~.." "'-~!S" ~ /'I) '.~1l~~ li?IL.!l ........ ~ ti)..... 0.. ~ .a-f"?!<tg '" 0 '=',=, '" ~ !i:l:::6:::i ""~ fl ... -: S' c;t ~ 't -to . . Q. 5l: ~S: ]>. ~ 0:::''''''::- ~ g.><'~ so.. iit~ g ~ ~ ....,:::. (I]~""~ l:;;,l 2~C:ljf ..I..t Cln"'iS. _ i:!_....-- ~f\i ...,::. i"<i! 'i '" III Sll .... ~~ ~"e-i ~ ~. ~ ::. '!'- f'l ~ ~ - ;;e 17'-6" MIn. :S~ ~ Vi ~ ~~ l: .. ""Ii "'i '11;:::' hi ~ -~ a. - !,I)!::2 "R"" a~ - 't"'" ClI -.. ~ ~ Sfl . (1]", >< is: t~ cs 6 -'=' ~ III ~.. 6 . ~ . ~ ~ ~ ClI ~ . ~ ~ a ~ .a- ::; UB [!! ~ c;t ~ ~ (I] I ~ 17'-6" MIn. ~~ ~ .gO: ~ -- 15]>. hi ~ ~!::2 /'I) ~ 'Il;~ ~c;: III ...., U, VI" l~ ~ ~i ~'" ~ ~[ a. - i~ ~ . i~ >< Q'I ~ . .. fl . VI ~ ~ Q ~ .. UB [!! ~ f'l :" Q'I ~ ~ VI ~ !-" :'>ol..t o;1li~ ..<;>1; ;!>"l>s;ol ,. ~ "';. .. - ,., I>lE"""~' "",<",,,,,~ ","S '''~''- ~ ;. l:l " . ..' . . ,U.b ';; ~ "!"!i!. 01..= - a"' It <;>...... "'" ~1 "- ~ ~~~ ~~ ~~~~a~,.i~~~~.I~~'~~~'~~.~[~I~~1t ... ~ ,If ~'l: . "II!. ,,:;;~"". it.." ,,6 ~ · · ~ "0;. .1- ". -... !;; lei ~; Ho:~ ~,,~ '~:~~lf H~~~~<llil~~il'g;;.~~il.n~ ,~ ~ ~.. ,,'!l Rl:- . III ~ ~ ~ !l'g .. ,. :.; = ~ " ; · ~ " '" ~ ~ It ~ il if '" [ !; ~ _, . .~ b,., '_~' '_"., "if' , -. ".I!l'" ~".Q' ~ a ~.- ~~il.H 4~;1;il~ 11." ~. ~f<ll~~~~ ~.-~ ~Uif~!!.;;! ~ il. ':Rl ~..!,,,~."-'ifl>.ll: oi!2 "~'.-'''' .;;,.~,,1 ~ ~ ~~ ~ ~~ ~~~~~~i~~ ~it~2'~~~~~~~ ~~il.~~~ ~ ..0 % s.... _ l:j.....","".. ~..a l~o 110 ;;! '" '" 'S 01 ~"'_. _.",~,~"".,,-. ~,.' 1 ~~ I! ~" " . "!".:;olE l<. '!. '" " '" '- ..", _...!!.I'i '" g:::l! ...,_ ~ /'I)' ~"i]>. ~StoO:Ill-,:~~::;Q]>' ~]>.8-'g-;;: .~" oil -' ,.' ",-,,,"" .~- ~. ' l[. '" ...e" fil!."""'''!~'''J.S. ~~~[-'" .~ ~ ",.. ,..g ,~il. ~ "1li!:'" ...~,,-'~ ~~" [ ~~!!. "<;>ii: "". 'g '" 'l_oil {:'... " . ,," lE"a ...~'" '" "~,, ....io;jl. ]>. s..., ~ ......, !::Jit:: a""8 !i:l:01'tlglO!.<:o ~ ." ~~ "2 ~"'~- ~.~~.~ ~ ~..., >. $[- t::l~- 15Q;0.., oii ".;-~ I> ~ _.. ." 0 " ,". ,.~_o' . .!l;'! ~:O! .'d i'lll1'!. "1,gi;ll'" ! ~ '" ~" l ~ · I> I!. ~~. ~ ~ il' 1< S ~ ~ !Ii ." i" -. ,." " ...~ e: e~ I ~/'I)"1;:I"'" ~,,~ '" "" " ".~ ,,!.'a "~-..,,!!. . . -~ . ~.< -' -~- ... I:'!. i" ~;:!:i' ~""H~ , ~" . "'- ,~..!. c;t ~ ::- ~ CI..~-]>. ~ - .. ~-~~ ~ ~ ~ o..~~~ 01 ~~"o::- ~ ~ ::!! ~ ~ ~ >- ~ Pj "'1 6 '" ~ ~ ;;j ~ i! ';""l !~ :i: ~ ~ ~ f (I] ~ ~ ~@~~ D ~ [[[[Slu,~e~Q ~ ltlltlltlltl~~~~~~ ~ ..... :::!: ~~~~~~~~~~ ~ t'.:>;- i'~~ ~Rga;Ci';~I:!j~Rga;Oi ~ "5"a~ ~ ::; <:I. ,... 0000000000 ~<l~ ~~~~~~~~~~ ffi a~~ ~ ~ t;:~ ~~~~I ~ ~ '" I I I I I II _ i _tti~ :::!: <s ~ ~ ~ i~~ r;j 0l0l0l0l0l0lC1lC1lC1lC1l ~ i6' Y.i "i: . ct --~ ::;: 2l "" ~~ :!!!~~~~Q~~~~~~ V) <:I. u, -"" . ~ Q -<:>... ~ r~ <s~ i:;ji:;ji:;ji:;ji;;i;;----~l:ll ::0 U,VlU,V'l r...r...r...r...~l:ll ~ ~a b~ "i ~a- I\) I\) ~ ~ I\) I\) I\) I\) ~ ~ ~~ ~ ~ ! ~ 8 " oB ~ ~ i "i 0000000000 "" ~~ ~~~~~~~~~~~~ ~ ~ '" !l: ~~ ~ ; ~ i ~ o ~ ~~~~~~~~~~~Fll ~ ~ l:s Iii ~ ~ a g:Si ~ ~ ~ ~ l:;h~ ~ i~H~ ~ ~ ~~ :s "i ~ ~ i 6 ~ o!ii :ii: ~~~~~~~~~~~~ I ~ ~ v,~ ~ ~ ~ -., Ii; ;::> 03; ~ ~ 51 ~ ~ ~ 51 ~ ~ ~ ~ ~~ ;-, ~e: ~ I ~ o~ ~ ~~~~~~~~~~~S ~ me: Ii; .... . opoooooooo -., ~ ~ ~~ ~~~~~~~~~~~~ ~~ :it: ~ Iii ;! o~ -- C2 1'1 ~ ~ Ci'; ~ ~ (;; Ci'; tn C2 C2 {;; {;; ~~ tntnv,v,~~ ~ ~ 0 ........... ..................... ." r;: ~ ~~ m m - - m m m m - - ~~ ~ .... tn~ ~ ;;! CD .. 1\)1\) NNI\)N ." -.",j rn rn I\) N m rn m m N I\) ~~ I ~ ~ I ~ ~....... ~=""'"o="'"'>_ ~ ~~O)O)~~~~O)O)~~ ~ 0000000000 ." ee~e~~~:t..:t..:t..~~ 0:>0:> 0:> ~~~ V) Ii "i ~8 . m ;~ Oi 1:;; i'S i'S Oi ,:i:Hii Cd;j i:;i a~ !;;ii!~ - (f)~ _VlI'T! 53 !~ z -i I III ~~ln iT! ... ~~~~ ~ )> ""..... l..<l""............... \..01- ;1 ;:a ~~ ... tn tn..... r... v, v, r... tn..... tn ~@ Ii: '" 0 i!l~<:;:; VI .., e;iiI~ ~ III ~ -I ~-i .., ~ ~ i~ ~ r- 0 -<:i<:> "'''''''''''''''''''''''''''' ~ -l )> tt!~ ~ ~ ~ ;:a 0 CJ )> ~; 0 ;;;; ~~iZl:t:~~~~iZl::O; ;;! r>1 iil Ol~ "" <::I )> !!llil~;;;; ;:0 ... ~~~[;l <.t) ~ f11~ :z VI ~ ... ~i!;;", ~:o 0 ~~d~ .., .. r::(f) ;:0 <::I~~ )> ~~e;<:> :z ~-i III ~!;j~;;;; "" 0 ~ ;:0 ~Vl-<:'" ... '" ~~ )> :l c:;!!<:>~ ~ 0 ~tJJ.... :z Vl~~~ l;;::!ii;j .., )>. ~ ~ i 9;1 lR 3l Sl' e: ~~ ~ "" ~ n; '" II ~ N c;: ~ 8: &l &l ~~ <:>... ~ ~ 6 6 6 6J Iii a "" ~ ~ ~ ~ ~ ~ ~ :i ~ ~ \..oI~ ~~ ~~ :t.. Ol~ ~ :::!: ;~ "l "l "l"l "l~ ~~ ~~ ~~ ~ -t ::O;{;; ." ~ 1:;;i:;i 1:;;i:;i 1:;;Q ~ ~ 0 0 00 ~~ ~ ~ ~ ~ ~~ e: ~ ~ ~ ~ ~ ~ ." ffl I ( ~ '- ... ~ :::!: ~ :s: i'S i'Si\1i 3 ~ ~ ~ ~ ~~ I ( e: ~ r;: 1 i2l i2l Oi :t::t: I I ~ ~ ~ i2: ~ ~ 1:: e e 00 ." ~~ I I ~ l,I) 1:;; i:;i i:;i i2: ~ ~ ~ ~ ~ :s ~ l;g.:::! e: \..01 l,o! ~ ~ ~ ~ ~ ~ 0lC1l ~ ~ I\) ~ ~ \..oIl.'l \..oIl.'l ~l.'l ~~ ~ ~ -l ~ ~ ~ II:" 00 00 00 e' ~ rnm rn~ ~~ ~~ i2: ~ 0 op 00 ~~ ~e r...~ ek! 0:> 01\..01 l..<l_ <? )>. ~ )>. Jl ~ Ci; <> I- -~ .a Ci; 'i a iir ~ t;l ,... B! Q ( B! ~ ~ ( ~ )>. ~ ~ ~ ~ m a: s e I ~ ~ ~ Q II:" ~ ~ 8 B! ~ If! ~ [ ~ ~ ; ~ ~ ~ ~ II:" Ii; Iii fSJ ~ I (I') Sl' ~ [ ~ e Ii; ~ Iii e ~ ~ II:" @ ~ :IIi ~ 3l !! [ ~ QO ~ :IIi Sl' -l ~ ~ i II:" ~ ~ 1R i If! ~ ~ ~ ~ )>. Sl' ffl Sl ~ ~ ~ 3l If! ~ I 3l ~ If! If! ~ I " ;> ~ '" '"l 13 VI ~ ;;: z ~ -.. ;> is ~ l!i~ >- u. .. a' ct " "'" I ~ I ~ ~ :tI :tII;;oJ ~ ~ rel~ ::c ::0 :tI ::c ::c ~~~~<J\l1!o/li.\.ojf\,)<!! 3 '" 3 '" l(ll(ll(ll(l~~~~~~ ~ ;:!; g~~~~~~~~~ ~ ~;- ~i'~~ ~<Q"il* ..... :::. Q :"'to a~~~ [il~~ ~~;::~ ~'" a;:: 'If: '" :::; ......... II JIll:::;' Q.:g'1a ~ ~ ~ ~ ~ ~ l M1 (t> ~ VI.. .... 'II: . !23a~ ~ VI e, l1! ..... ___ ..., oil i)" 'g lD ... ~ Q. (h-~ 'it act ~ [ i'~ og-l .... 'lIE lD a ~ VIa l~ II ~ ;::,It ; 5"1 ~~ !.. ~' ~ ~ ~:;j .cs~ ~(t> !~ .... :;:: ~<:> ...,;: ~ ~coi3'il:;i~re~i5ii3'il:;j ~ ~ 8 e: ~ e: c::: ~ ~ ~ a ~ :tI !i'i ::t -l ~ ~ ~ ~ ~ P1 ~ ~ ~ ~ """I ~ ~ ~ Iii I II) ~ Iii II!> . ~ i3'i ~ "" co ~ l;g Ui iJ:; i\)::;;1:::l VI lD ;:!;::z>. lD Ii ~ ~ ~ lD ~8 Ill:!! :t: i\) i\) "" iJ:; ~ ii'i i\) i\) a::;;~ \.oj . ! ~r:;;~;:! ;:!;~ ~ - V)~ I ~~ z ;;;: t>j ..... ~~i~ pt -ia -l ~ ~ t: t: ~ ~ ~ ~ t: t: ~g ~ ,.. U :;u -l i! ~~ m 0 ~~~ -l ..., Ul ~~I ~ ;! ..., <.0<.0<.0<.0<.0<.0<.0<.0<.0<.0 ~ r- h li """i 0 ""'5! ~ ~ ~~ ~ C-)~ c ~ g ,.. RI ==)i. c ;;;: ~\i5:t::t:i25iO~iZl~~ iE m ~~ "ll ~~~~ t -l ~"!1 /Ii ::>: !>l'"i,tlt: ~~ -l ~~r:;;~ 0 ..., ~~d~ -l r-(J) :;u ;~I~ ,.. rr; ::>: ..... V)~ 'll 0 ;tJ -l ~Vi;r;:~ ,.. ~ ;j o;:;~~~ 0 ::!;!>;", Z vl&~c:: ::t ::!; t) ~~Vl 0000000000 ~~~~~~~~~~ ~ ~ ~ ~ I I I I I I ~ (h(h(h(h0l0'>0l(h0'>(h 8' ;:: t~ b~ ~~t:ll):~~~~t:ll):~~ alii b~ ~~~~bibit;;t;;t;;t;;~m ~~t;;bi~~~~t;;t;;~~ \.ojQ be: e~ 1):5- '- E: ~ o ~ ~ Iii ~ 01 C;; ~ b::;; ~ ;:!; !=:: If ~ ~ ~ ~ ~ ~ ~ Ol e: P1 ~ og; ~~ 0000000000 ~~~~~~~~~~~~ 0000000000 ~~~~~rn~~rn~~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~ (g (g l;g l;g lS (g l}1 l}1 l;g l;g ~:; t8t8(;gl;glSl}1t8l}1(;gl:Ss~ '-Vi <.... t;:t;:t;:t;:t;:t;:t;:t;:t;:t;:~~ r- eeeeEeoooo....~ "'= ~ (:;j(:;jl:;i(:;j"ll:;i~~kd:!5-~ ~ l2i Ol \.oj\.oj~\.oj'-::t: Pi' Ii; - ~ ~ ~ :t:~""a:t:~~~l:;jl:;j~@ ~ Ii: ~ 00- 00 il --....."-I",---..........~, !i? llilliUi tJilli"'"Vi- "'\:j ~ es 81 ~ o~ ~ ~~ u,~ .............................................................. ~ ~~~~~~~~~~~~ :tI ............ '!"oo.......:o.... '"l1 I\) I\) 01 01 Ni I\) Ni i\) 01 Ol-.lI:I u, u, u, u, u, u, u, u, u, u, e:;); VI 0000000000 .." ~~~~~~~~~~[~ -l I :l- I I ~ ~ i !::l@a~c~Q lD ~ .... ~ .. II ~ f\,) ~~gj~~~~ a 6i66666 ~ .... ~ . ~ - ~ - ~ C) ; ~ t~~~~~~~ ;:!; Ollli Oll1!l1!o, o,:'I'J ttd&?~~&?&?~ ~ -l - .." ~ l\:j::::::~::::::::=::::::::::=:::::Q ~ OOOOOOO:'I'J ~~~~~~!:;;!i< \.oj~~~~~n~~~ s~~======= .." I I !:!! .... "-1"-1 ... ;:!; ;:::aCSaCS t ~ !sddr~ ~ ; ::J ~ ~'"'t I I ..... I:; e: ~ '"'t I I ! li:! ~ 10- e: is ~ ,,~"m ~Ui:t:i\ii\i 00000 ~~~~~ ::t lSt'8t'8t'8l;g(8l;g::::! e: ~ lSt'8t'8t'8l;gl}1l;g~ 5- :to- '- ~ I"IJI\)I"IJI\) I\) ~~ ~~rn~I"IJ~f\,)~ ~ e: ~ :'I'J II'> ooooooo~ ~ ~~~~~~~~ ~ ~ ~ oopoooo~ u,u,~~~~rn~ e: ). ~ l> - ~ ~ t;;' <:> r- -; J1 ~ <D ~ r- '1:j ~ a lD 3: a I ~ ~ ~ '32 II'> ~ ~ ~ Q !!j @ ~ ~ i ~ I ~ ~ ~ ~ ~ II'> hi ~ Q lI) ~ ~ ~ ~ Iii a I ~ Iii a ~ ~ II'> ~ Gl :! I ~ a :! ~ II'> ~ I a 'IE ~ """I ~ ~ i II'> ~ @ ""l :ii!: i )00 @ fll ~ :ii!: ~ :l- I ~ ~ fR q Q. ~ I a &I ~ I a S\ 0: I @ '" ;;: z ~ ;;; ~ -< 6 Vi );! ;:;! ~ ~ >- ~ ~ !~ !C! ~ ~ !:!! ~ !:;:! ~ ;::; ~ ~H.;g: (I} ....~~ ~[ ~ ~ G'l ~~ ~ ~t ""l tiS:.... =>-!:;" ~~ [~~~ i ~'I< i'~ ~ ~~1!' illi~i~~[ ~ (l}C;8. i~~ -lit. ~~ .... .... III (I} !:l(;jlt: ~~ .... '" [~!{ <l> 0....;.:: !~ ~ 1!1!!!:;::>.........lt:"tl .... ~i:t~ -;:~ :t? O~ [ii'[~::;: ~ S'" al!!: ll'>~ ~ Sl,~ <l>Q>0;....8'~~!t ....~l> Cl. ~.... ~ii~....ll.~~ VI 0; ....~ !{ .., ;::> i -.g ~ III ~~ ! I ~ ~; ~ a- 0; If !;!~ i", ",,:::: [ ~!:2<1i ~.... <;:t.... 'S.. d1~s.p_~ ~l -'" fti g..... ....- ~; ~~~.... ~ ~~ C") <1>0- ~- ..~~.:> "" [~ <;:t<:l ffi -€I -,........ o~~m~~g- Sl,~ <Ii 1Ji~ ~~ ~cr~ ....;::> '!~ ~ ~! .... ~ .... .... ........ It: ~=>- i~ (I}~ &' If<;:t ;:r I Cii '2 ,.. ~ d a <Ii!!: l ~~ If 0;- ~~~ '" s.... <.; !:l 8.0' S:;j ~ 1<'; ;tlg ~ t~ ~ l[ ~~ [~ ",,6 ;;:- ~ -!.~ ~~ "".... ~ O!:.'" ~~ ~:s -!.-!.-!.-!.-!.~-!.~~~~~: ag . .... ~ ~~-!.. is "a- a 2" =;-8. :::t- ~<.; -!. -!.;::> ::; i I! ~~~~~~~~~~~~~lt:It:~~ a a'" ~~ =E ~ ...Cl. 1;;fd Cl.if i .... ~-~~~~~~~~~~~~~~f Q' f<:l I iit'l< G'l -I II:; >\.>1 ........G'l:-:iG'lG'l-=l <:)<l>QI "t [- ~ ~ ~~R~ RR~ R ~~~ ;:;-==.: gC") <? lr ....g- !!to (I} o-~ l>.... ~i i :;;: ;-- ~ ~ ~~",_...",- "'~~~ Ii ~~ 0 tlia lit ~ l>~ c.... ~ ~ ~ 0'> "," IS ...c") .... .~ ~ ~~...:::t "'~lS Ql~ '" .... Ul ~~~~lr ...."" '" ....0- .... so. ~ t lSlSO - f:ii:~"" 8' ~~ I:> =E "':::t Cl. Ol -is: Q i o"'~ ~ ~;;-81Ul <;:"'" -.... 'R I ~ ~~ go=;- .......... ....., ...... 1I)!!t ~ 8l8l~ ~;>~i .... [ l> -"" =>-<:1 :-~~ ~i~ ~ i32i' '" .... ~ ~~ .... - -s ... ~ 0 I:b ::; ~~ 0 iii :::, .... .... .....~:;;::::: <l '" ~ ia I.... '" IS '" a ~ ::!.... ~ [~~ ~ II r5 ~ ;!: ~ ::3 e:! i!l ~ 9 t2 :::: S! !:2 ~ ~~ ~ <:111)1:> 2:! ~ "tl :!:: '{::j; It:i ~~ VI It: .., 1Sl,~~~ ~ S-~oi'i' :It ;:. Zi~a- ~ i3 ~ ~ ~Q a ~...::; ~ ~ ~ii;' ~ .... is: a s~ ;~ ~~ [~~ ~~ ~f ~h,,~ l~;::> '" QI ;;t It_ ~ ::>oBi !!tl'li ~~l>~ Ii ~ '<: ~Q!a '" .... .: :..; ~ Q .... VI !t i t:l '%l> ~! ~~ ... II) 0; ~ Ei Q:Q ~!l~~ [ 1;. ....... :"oQ''''' ~.... '" "tl~ ...~~ f ;:~:1: "S ....a ::;ii -1 !!1: g :;t<l> "'~~~d -I" 0; ~.... ~ '" 8'~ g ","'i i 'B W ~ ~ ;::> ~ ~ g~~ e ... !!t:} ~~ ~II) is ~ .... l> ~ ~ ;::> o~ =""Ill oQ ~:;!: ....".0' ....~~ :t ~ ~~ii ~ ........ ::;i:t ",i . ~ 5::; l? {~ 1 g- ::::: .g- .... 3'.s ~ ~~ !:2 ~"" 0; <.; ....~ &> ~ f ...~ Cl.8. a-Q 0; ~Vl~ <:l1l)1t: ~ .... <:IlI)l '" iI::!i! .... '" ~ ~ ",,;I: .....a- i ~ .... ~g- ~~ i ~i f~~t.a VI"'.... +... '" ::; ~ ~ ?a ~g!l> t i3 l>!::! .... [ ~ l>_ a[ f .... ~..., ~ Xi~ ... l> 0<:>:11-.... ....~~ ....:::t"" .a ;::> ~'" '~ ~ct ).:-.~~ ::(....!!l~O' "";:V\ II) tt~ ~ ~ .... ... ~~:;j...",~ s8S:"" I I .... a i ~ ot l> f~ ~i <:I 't:i ~~ ~ ;:. I! 0; ~ C") !j."''''''ri~ -@!{, ~ ~a c; ~ t .... i '{ Ol....... ~,;t-VJ .... .... ~~ ~~~~"'~ i~g~l .,..,01..... fI[ f;1 ~ ...."'tIi':i "l ~ ~ 8. is: ~o;-~ ~ ::; . ~ i ~ .... S .... - ~;;!~;;!t:laa g:} II\) ~a[ ~ ~ '" "'l> ;;: -.... -f"tlw foao; ~ ~~I (I) ~!t a i' ~ I~ ....~a~ d .....>c II) "t.... ~ i 15" o;'~ ::; .... ~'S ~"" ~<:I ~ .. a-...... a ~ ... i ~ :t: ~1~8;; -[~.~ ::;~ ... ~~tb......."": :;-CD .....tf) ~~~ <:I .... i ii"" ~:;;-~:;;-st:i ;::>~8.[~ ~ ~~ ;::> ;:t <l> f .... a ~ .... i3 i Ill&' L::;LL ~iS:8O' <:I .... .;> <l L ... ~;;: l> a ~~ II) I ia a - go;:~O'(t .... ~ s- f ~ ~ ""'" -. ~ is: I ;::> i3a. !!. ... ~ .... ['" a ::>' l? s Q ~5" '" If ::; .... ~ ~ ~ III .. ;;t ~ ~ o"tl ::::: <:I -- .....,., a .... ~~ l>~ 9 i "'a ::; ~~ 8 ~ . "":.~ ~ ~~ ~1; ..... t\l ~~ Q " ~ ~g!d' .....,. ~~ ..., l>-@ Ylg.. I S ~~ ~ ~~ ~ a.QI s: ~~ it;:&, , iiJ! QI ~ '" K ~ .1t!;{: 8.~ r[ i~ ~ -0 ........ 11)'" <i'l-€l a: <:I Ul "" t:l ltg R'" ~a ~ii; .;> ~c;;-g ::! g!5 QI.... ~ .,..,~~ a glt 1>~ ;:; ~e iii ....is' g- !;t<:l ~ ~ 1\)::; ~ ~ "'~ ~a <:1- ~~ ~::!! QI ~ J! ~~ 01 ~fT;~~ _s Z ;;: I'>; ~ffY1 I~ VI ~~~~ -l ~ ;;: 6 1"1 ... ~l :! ~ -I l>::::i ,..., ~~<:> ..... )0; ~ 0 ia i ""l ---~~- mi <.n ." ~~i ~5i!: ~ (II ." ~2! i ""i ,... ....'" I 0 "'<~ II) l> '0:::: OJ4 In/ft Topor ,Typ. h c ~ ~ Iii; ~ I ~ l:> 0 t ~~ ... O!:.II) ""..., c ~ [! ~; 0 ;;: i3 ~ -~ '" !!!;'.t:;;: ~ rt"l", ~ "'ll r;l rt"l ... ::! ~.... VI"'-"" l>0 ~ :xl :il ~~ '. ;;t s S d' ........ )>- ~ ~~g> Sl> l:> Iii Bl~~~ ~- .'UB' II ....- .... 0; Vli:;;8.. QI ii; " ~ z [1:>:::- -1 ~ ~~fT;v> QI"'~ 0 <:> :-t ....~a. -\I) ~ e ~ ..., ~~d~ go~~ 'UA' rt"l ~i3"", ....- '" ~ ~ t'tg ;:tl ~~~~ 00' i V> c::o ~ ....::;~ !::. ..I'" ;! VI ~""C) ::::: ~ ~ E::: "'ll ~fT;~i:: - ... ::! c:~t::i~ i!Ea;:-t 0 u$~!i; ~ z ;:,;: - ~~~ >;-3 !!~ ..... -.I ~ ?5 )). r- ~ ~ ~ """f ~ :c:: ~ ~ ~ "'D ~ ~ ~ );! e; ~ ell ~ ~~~~ i\i~l;:~ ::tl",~~ ~~F;;", f;;~ ~ 5:!~d~ g~~~ ~~~~ i!l"'~~ c:~<:;~ ~a;:-l'l: !:l~~~ ~~Vl ~ , ~ , ~ j~ ~I . l:l; l.. ~t ~5 ~!ll i~ ~~ ~; - z: .... IYl ::u J:: VI .... ~ 1;;1 !U 1;;1 ;' .... -:-I ~~;;! Q~ n; :>11 "'Y> ::!i::i.!~12 Rf"<:>~ i!!~~ ~~fIl ~DI~ '(~~ I ~ ~ l/) -t )> ~ )> ~ ~ tti t: m II> .... >- ~ '" ~ .." r- <:I ;;l) o >- o m "1l >- ;;l) ... i'ii z ... <:I .." ... ;;l) ~ II> "1l o ;;l) ... > :! ~ 0\ Vi ~~ ~~ ~ ~ fi: #5 TIe Bars D 1'-6" f11~ t~ ~ ~ VI~ ~ ~ ftR' ~ 6' ~ n ~ )0. :L t I. ~ ii ~~ !II'" ~~ ft<;j ~~ ",~ 'b'" ~g, .. 0 Q .., ~~ d'l!. Q'~ .;<- \ ~. -0 - - .L.""-- '$? --, I "'. \ , ~,~~~ ~~ 1f..,!!l. ~R')o. ~::;:~ ", o .., ~ VI ~ a~lS~ "'~;:S:::5l: ~C;:::r-ClI ~Q!!.:;I:: ~~\~ <;;::: 0' ~ .'" . .., Q: ~ c;l !!: a >i. "0 g.~~~ 8' ..... S: ;;~ ~ ", .., /.5x 'BC , ~ ~ ::IE 'BB'~ ~ .., ~ n -t ii! t::l ti r-- ~ i ~ ~ 'DA' ~ M " II) O'lag ..,.., s~[ ~..,l: -!;;it: ~ V}g ~ a-" ~~~ e.~J\) .... Q ~S;>a !""l~ .i3~ VIe. la ~ ..,.. ~ ~ ;;!~ ~~?r ~l!.i 8'~'" ~~~ ~ ~Cl'~i~ ~?:8 IU2 "5;1 2: ;:r.,. ~ 'tC''''''''::IE ~.., ~ ~l!: lS.g,~~i5 ~iBR'~ ~~~;;::~ l!.~~~~ ~il~'" .., 'G-d' if " ~ ~~ i~ .., ::rt: ~C') ~~ 6" ~ o .., ~ ~ ... -) 'SF' ~ ~ n; '"tl $);: o;;! ~.., I~ il i~ ~~ )0: ~ :it: ~ ~ ~ J}('BC' 1=:::====== ~~ Q>~ :1)'" ~CI <II.... '" 0 Q .., ~=== 5fa ",~ .;<- 0:. ;;r ?E1 ~~ "')10. g-t ~~ ~~ ~ o ~ I ... ~~~ ~~~ Sl_::; c).. ~ ""Vj- 0-39 "'~.iii! ir~~ a-i C'~3 ag... . Cii" g: t ", ." t.l ill I =::: ::t ~ 'Sl.. ~ .~:$ ;{; <$ if~!J~ ~ ~iS..~Q.Q ~ ~.~ 'b i[~" [~ ~ i ! i i i ~ i ~ ~ ~ .., !!l ~- I i '- ::tlf;:: ~ ""~ ::tv} l~ ~~ .., ~[ ~ ~ l' ~ o .., a ~ ... ~ ~ ... i'i: ~ ~ ~ e~ -ii{ i! Ii ~<D _ ::a;: ~ ~ !!-- l!. -:;; '- 3 ", -;ll ~ \\ <::i ~ ~ ~ .., :::::: a i .. ~ C' "" ~ ~ i <D i <D .., Vl 3 ~ ~Q:" a'" tiC -.... '" :;t: ~<.:I Q'-~ ::::.- ..... '" !'It~:::: .., "'" '2 !f:.{o.;-O:" ..... ~ , . ..... tb'" a-~~ ~Q'B' ~:;-~ !!l.~~ t<ll.., ~13 ~~ @ I~ oJ ]:> ~ I\'l ~ ~ /'-6" 5:~ !t ~ 'g.;:;: ;;;;tl: ~~ ..., it;:~ ?"~ 19 ~~ ~.., .13 ~g ",'" l...... ~ ~ "":! ..... it;: r;2 ? ~ I I ~~ . ~ ~ 5;: 01 v}~ -<:I Cll..... !l! <;) ~a .. ~ 0} ~ 'DB' ." .., ~!J ;:;:<11 <.:1["'\ ~ .. '" ::::a~ "tl "" . 3::::::a: ;'~a ~.....ir Q> $~ '" . :t::S2 ~~ VIiS" o ::; .., - ! ~ ~ VI ~Q:" ~Il 10" ~ .. ~ l' \ :;t::::: l' .. ~ .. .., ." :0: ~ ~ >- ~ ~ --; is ~ E~a:~ 8:ti3.' .., air S'E'" g::r-O -SSl: - .. ..... "'1'" 't)Q> ~~~ ~~g- '" i! Ml ~ ~ ~ ~ !~ ~ ~ )::;. r-- V) ~ ~ )::.. ~ 8 ~ ~ ""'"i o <:: ~ };! ~ ct~ -02: 1:::8i\i'8t:.C !~<:l"",ii'"~M @:.....~Q:~2..... ....~Qlg:!'l<;; QI '" Q.. .... '" 'b~rt~C"lt tig::iiS.ii:~ "i: "'-~~. ::; ... c-,.... g::r:g ~~~a~3: '" !ll q. '" QI <;; ~~!~.:'~ ~:::.=ea-~ . ,..::;!'l ~;t(l).......... <:I "'- <:I a- <:I is-~ii:~ "'~"i:!.d' ~e:.:-.3:'" ~...,:9 ...... :tQl~~1\'I aID"'''' g;.....Q.CDQ: ga~ ~!!. ~~&: ~!!-a. !!. ~ it " ..... , ~ , ~ ~~ n ~~ -~ - :e:r:;;~:i! ~~ :z: r1 ... ;;; I'>j ., ~~i~ n ;1;1 ~ )> i .... '" II> (I) ~ ~~~ ... ~ -l "T1 ~ii;1 id r- 0 "'<Sf: ~~ ~ ):>. :l <:> lil <:> )> ~; ~ <:> ;;; '" "U ,. ~;~;;; :u ):>. ... ~ ~ t::r;i ~ z ",<'">il! ., ",~1J;J:: 0 ~~r:;;v> ~ ." ~?:ad~ -4 ::l:\:l \:l :u ~~~~ lJ) )> z ~ II> -g ~~~;;; <> :u ., <,>"'~~ )> ::! ~~Q~ <> z ~~~~ ::l: l!; t:1~(;j 0} ~ i ~ ~~ If') ~ If') " If') )>.0 ;;c Q 3ij.... '" )>. .... s ~ Sf (') f ~ '" " !ll .... .... a- :::!! ""1~ Q ::; .... ;} 0_ ~ :::!! .. --t a .::>- '" ~~ ~~ lI) It l? <t ::::: '-- FIrSI I CQfl>A_ .4 r/J') , .......,. A~ I .v-vltl It=) ." I It=) 'tt ~ 0 I.... ~ )>. I 3il 'Hr' ~ i CD' )o.~ sL~ ); ~~ J1 0" a ~ ~~ ~'g, a- .~ 'IE'" :;0.... s)>. oc:a3il a: <:I ...a t ~ :::" 'FJ' It=) ~ o ~ b' 5 !ll g: f!, · Ola. Wlrfng Hole ~ jr~ )lo. ~ ~ ~~~ S 3:j;;!)>.- I'I'J ~ S!t3ilct ie ~ L::; ~ '" j::: -....... fr ~ Q .... ~ t i !ll % ~ ~ 1::1 ~ lI) ~ i5: ~ ..... :::!! ~ ~S'd'"'tI .. a ~ ~ .. !ll s_~ ~ ~ I .... r 0- ;:]!ll3:j" ~ ::; --Q.!::; r ~ ~g~~ '" r t) <:I ~~ a~s~ "'......t) ""<:I a: .... .s '"i ~3:j !! .b' :::!! .a- ~~ b' ;} "'~ 5 "'- !'l ~'" ~ a: ~ ~ ~ ""1 ~r ~ If') ~ :....:w:::.~...~.~_._._. ~l i i I~ ' :'Ff! I 'FS' i 'FS' I mfn ~ b, mln ill) ~>< <<: - <:Ii: ~ - ~~ ...~ ~~ 9:~ 00' g:::; .a-~ ~:;:;: '" ~ "" )>. Sl ~ f~ ~ -l ;,'2-€ ~ ~ ~~ j::: c.:: ;a t ~ i I ~ ;:;J .. ~!~~s ,.....~a.a iia. ~~ ! li ~ [ ~:t[~;; l8[:'~ :::;.t~~lli: "'l!l"1l latS8-~ '" ~ if:::::if: ..",~~~ ~~"'8S !So:::: ~j3 '" g:g51~>< . ~~ ~~ ~""<:I ~ ~ ('j''''' ....0 ............ i:~ ",-0- ::; ~ .. 'IE ~ ~ i ~ ~ c;;- ~ If') ;: <0. ~ ~ ~ )>. ~ )U I I ~~ . I .a ::::. I I I :;" lI) II~~~'~ )~[ I II 1 I ,I ~ I @-~;! c s~ ct::. - 0\:2 ~~~ ~~ !?. n-cn~ Sb S'~- ....'\;1.. ~[ ~~ ;~ ~<:I ~~ "i~ :::l .... ... ::t: ~ ~ :>> ~ '" "l ~ VI ;;! Z ~ -. ~ >- ~ ';""l ~~ \0 ~ --- ~ r- ~ OJ hi <:t~2 i:;fS:--?S ~f;~......Rt;l ~-"Q.:Q:O;Q". -,)."21~lii' ..~Q,. ..... b~iiAC"~ ~~~a~~ QC'.l..:C:~ :::i -,~-'2;;t:g ~l!~;~ lL..~ 8.;< ~g=:::?;tf)~ . "tISli: 8 g Q"fi:Q~;; i=>~lil;;: '" ~ "2 !. ~ 8"<:>-,S"" ~~~~r;s i3'1II-'''' 8~Q..CD~ 0-'''' 3:li :"!!.dQ. ~?i~::; ~~8. 8. l> ~ 8 ~ ~ ....... ~ =<:: ~ ~ ~ ~~ . :to. J!~ t'") a"3 mQf1 !!a..,. -, n '" i~"" .11) a:!2:?a <i"::O~ ~ ~ ~,." ~~ !;?.... g~ 8 .... Q" ~ r: 2JI'SP' mln ~ at ..,. ~~ ).::!! -.;;: ;:I.... .:J l5t ("j e ::t: ..... I ..... I '"., 0 0 ..:11: rl'..~.. - - -- ... .... ~..tr.-.- If') ~ il lil s. "tI Cq",~ Arm , \:) l-~: ?l r Angle ~l f ~ ~ ""["tI g ~ ~ i ...~ a: .- ~..,.<ll 13""1- ~""IS S-<:t ~~2 t....~~ ~ ~ ag~ ~~ <t:\ c-:......cr :to. <ll ....::;:....... 0:> S .... ~ ~!I: <ll ~g ~~ J! ~ ~ ~ j::; :i II! ...... ~Yi Cl""l! -<t:> ~~ f~ _Ill Q.~ l;Ig ~~ O!.~ ;:; _~u "'1 If') Sf '" --,) lS rt'l Sf '" ~ M .. ~ ~ i ~ 't Q.C: i~ i"1 ji :!!~ ;;:... ....~ ). ~ ~ t:> '" ct ::: ~ i t ~( !illl! ~l q ~ ,... i ~~ Q,.- -1 ~a; -e~ a ~ => ~ ("j i lit: .!:: ~ ~ ;;:illi:<:It:i >c '" Il- :re ~[~ii ~ .,. - ~ ~ii~~ ~ ii~~! ~ i If') li[~~ Yi "'~ ~ 1. ~~~~~ 'P ~i ..... ~ '" -I""....'" m !" ~ ~i~ ~ [ ~~'" ~ ... , a"'l;; e. ~~ ~ ~.... =>... '" '" ""f~" S~ a- i "" ~ ii Cl '" ~ ::!i" ... III ~~~ ..... ~ ... ~a <:I => ~_.... i!! g a:- ~ ~ ~ ~ 0- CD ~ !Ii a- I"ri :::: .% '" '" .... ~ ..... ). s ~ !:2 r ::0 [ Ql~ ~ i~ ~ a- '1l'15 :::0 ~ !!Cl aa ~If') ....." )>.;' iil~ Ql~ :; ~s =E~ 1Il~ ;,0:;:::: ""I!:::o g . :J:~ !i!,. '" ~ * . ~&lt ,...3'? ~~~ iSlIi: Q"'Q: i! :!1 S ~ ~Q ~a; '" ;:t'" lotsQ ~_a. a.~ sa: ;:I ~~&: a. ~ ~ go~ ;:!!~;,. aa5 III VIi .....Q::J: ~Qo", '=' - t.... '" ;:I vi - ~~~ a~~ is I 1- '~~,j III is,...S2 ......~Q ~;:I a~ Qo -. C;:'" ~!.;! CD 3= Cb 0" a - _ !::l ii~-s ~~ ~ (;~--... '"' - . , "'~ s- .. g ~<o .....l! :!o~ ~.. Q !<2,..... ",oi:i' ~:t ~ ~ ~ ~ >- ~ III ""1 e VI ~ Nl z ;; ~ ~ I I I .... .... ~ ~ "'" I I Eio - ~ Ei f :;Il;~~ ~ - ~ ~ .... "' !!t,..~ R [ ~o~,"" '" Gl ~~~ O!s 'IE~i:i~ [ ~ :!~Q: "" ~ ~ "'" ~~E!;l iil ~ filJl if" ~ ~~::;-;: [ Gl fi~~ ~ ~i\i~~ 0: ",~,"if~ "' ~~~i tl'" '" i is" t) 0 ~ "'~~ ~ ~. if ~ ~ .,. i~f'" :.t: II" ~ ~ ~ )lO a CS Q ~ ~~~t ~ ..J ~ ;). 'S:' t" :-- is r; ii. ~a,~g ~ ~t;) r-- c: ~ [ iil ~~t~ ..is' !:)~~L -- .. ~ 1 ~ -~ ::; ~~l(~ ~ a,- .. ~Q::::3: g-iil <;t "'~... it: ::; i ~..~;;; n, a.'" i",Q ~ ..:to ~ ...,.. ~ s:~ ;:~ i'S .... 1ft ):::.. ~ l( ~ !~~~ ~ .==J if -... ;;;i; 8' "' ", Ii .. g ~ ~ ~ .... .. '" ~ .... - a.~ .. R S',a- ;;: ... i~ 6' mln 2fJ'max ~ '\;t.. <l' '& if ~~ ~ Q "'" ~ I ~ ~ ):::.. . ... a l:l Q ~~ ~ ~ i ... '0 ~ ~ '0 ~ '&~ ~ a- ~ <ti ~ "... '& ... .... ~Cl a- l::j .... v ~ :) ~ ~ go II a tl ~ to.. 1> : ~ ):::.. .. :0- ~ ~ ~ ~ rt~ '" V) !t~ .. ~ .... ~ '0;;'::: .... !;l~~ f . ~ ~ :)-"' ~ ::t.g 8 irs:8" .... .. ~ "a- ~::::;: ~ a, ~~"' Ql ~"'.. ~ ~ ~..~ d, ":lIE ""'~ ~ ~ 1 .....::::!~ Cl--t .. .....~ fi ~~ ~ ~..~ ~~ n I~st "ll --I ~.. "'" t .i'Q ~ t"'"l 0 al;;;::: ;J:~ I .....tQ" II ~ g-<{... I~ ~ . ~ ~ ~~ ~ t C') e. ::n~ ." l '0"'= ~ .... d' .. i .. f~ ::t.1Jl :lIE "' ~~ 4 ~ ~ '" :;t" 1;[ .... i ~ I ~I "tI .. t ........ .. ltlJl ~ [;) ~ ",'" ::r: [ .. II ~ ~ I [ "' 'E ;: ~ Q ~ ~ i ~. Q ~ ... .... .. '0"'= i fa' :;t" ~ ~ .. ~ 3' .. ~ "' it C>\[ ~ .. .i ...... ~~ [ ~ I ~ .. ~ ('0 ~i ~ , i o~s ~ .... ::; .... I[ ~ ' [ ,..B'~~ ~ ~g- ~Q ::::i i ~~ ~!!! :t~i:; ~ :0- "' 1\;1" it ~~~.. :0- ~ ~ii ~ :):0- ;ij .a= -;:;- ~~~~ U1S' "'''' .. i~ l' "' e<::' e'?! oCi" :)- ~~ I~ ~.... i "'1:; ... We' '0 l!:l-"'l t ,",Mi~:;! :.t: t~~T i -~ !~ z , .."' g-~ :;: ..... )lO I if ~ ~ II> i~~~ ffl ;Ii: -I ;1 ~ > ~ , e. ... -I J: M ~ I !r;:;- 0 ' ~~~ ..~ ~ III V) "" ii'i n, I l&' ~ ~toi ~ ....., .., :;r: ~ , ~ h r- ~ i .... 0 """~ I ~ 0 :0 ~~ !; - ; l> '=' ~ ~ "'" ; 0 )0 ~; ~ '=' [ IT! ;;;,; Jo " ,.,,~~ ~ ~ :0- :0 ~~"ll~ l> -I ~ Sl r::::,." Jo ~ z V}~2;! ~ -I f' II: 0 !i;;J:i; VI ~ "" ~~d~ G) -I R% '" ~<:l~~ OJ )0 z ~i~:;: t::: '" ~~ " , I 0 ~ '" a! """t1l -I o"'~i!5 )0 = ~~~~ 0 -ll;j"'l z Vl~~<:: if\ :!: c:.?JVl i~ :J:~ ~. V\~ ~. ill: ! ~ " (I) ~.... ,I. ni} .... :;: Z ~ ..... ~ > [!j .... 6 '" ~ ~ n:: )> ~ ~ ..., e~ . N f 9 i' 9 Ii' ilIi! q ~ D go- "III; ...: ''OJ: "C "-I: =g~~~f Ii ':l ~ 1..01; iI..oI tool l.oiI " :) ~ "'U ~ -.,Ii "'<4 ro :i ~ ~ ~ .rigF o ~ . I'l l> :J a ~ !i .. I'l Q. ~ :Ii P g ..... w ~ I: ~ C '-'l ... P n '..1"< R z n f'l '" "i n [I]~ lOJ'Ii ~- :I:f"" III nf"" Pi ;,:- n [;l"'" _ ;l; ;,: nUl Vl a: ;0 m ~ d 0 ,. " Ul S v E ..... z ,. ::0 <2 ITl ~ c::: t;I r n '"" ~ o-,l t;I <Il C '" "tl ::0 ~ t"l [J} 0 ~ " M .., ~ Ul ~ ,. 0 M Z ~ III 0 ;g "'l ~ ... "'l '"" .s .:! n " t"l '" i S ~ l ~ ;;u fT1 -U 0 ;U -I 0 "T] () 0 AI fT1 CO 0 ;U Z C) (J) --f I so l\..)! l\.)~ ........ ""^, . I [! ~ ~ ELEVATION IN fEET (NGVO) 111111111111111111111111111111111111111111111111111 o 0 ~ ~ ~ ~ I CD CD ~ gill ~ -I I '" 1:..,).....0. ;;:;:::.t:l'> ...." "''''0 UlU'lOO ~ ~ '" , ~ ;0 I i> ~ 0"''''' ~--tI_r-.Ji .... .. '-'><'"'' Ot-Ji"'-.,ltn 0- g OV'UlO " 0 I VI oc PQP Q~~!{J1(l "'~ ........;.. 'is 2. .. z "'...,.... ~t:~~Ql I", <'10_ ~""O 2"-1 .. cIS' 0.0000 ~~ - 000 -g ~ 5. 0"'''' OU'J.Ol"nU'l v:=i;a -n a. l"..I .,.. I..... CITl al"'L< ~t:~~~ ~1[ I ":;!I I n ~I'-..>N-"'" ~ g. 0000 I I I I .. r: I ~ g I --- I I I I ......l..IIl,.;I....... a. m_I'JO n . I e I In -;::;j gl I I I I I I I I .. ~ " I ..::.~ ~ ". I 0000 I 1 ~ I tAl;".N~""" :l< [,QN_L.! 0 I I I N(...tiL.,.liLool ;0; I, I Q}.....!I-......O 'tI I CD I N " a ~ ~ " '" " III ~ '" <> ! 1 '11!<lIl (D oi: l.<Z -0 "';;I j;l", ",I: -1- Z > 8 ~ ~p~~Ol M~~l>~ ~}j4~(') _ l,nUlW ~ ....... 01 l lD ~ i' 3 Ii P Q P Q ~ '" ~ lil (j) Ul ;:u (l) o tel o ;::0 >---< Z Gl r o n J> -l >---< o Z -0 r J> z rn I SKY HARBOR DR o '" " o " e fOI ~ ~ t <0 <D I glil '" :1-< to ...... - -,., ....'" " lD_ 0- 3 00 '" 0'" 00 '" ;0 .. ~ I ... ... =~ "'.... ~ ~o -0 o~ g 0 ""0 "'0 l> ~~ QP Q "'''' ",If! n~ .,,:r -I=- ,. 'is:!. r- -I n Z ........ '" '" '" [jl ~13 "'0 ..., "'..., 11--1 " n c!:, - - - - - - ___:I _ 00 00 00 I 1i: ~ ~ "'''' 0"" 00> :;'::i ~ ! -It I Cf'l -~::::: ... ... ....... .... tl '0 - n ........ al.... CD n - n I -:l;i- '"'-~ l ",,,,L n <> I ". 000 I I I .. a I ~ !l I .-. I I II "'<-< ~I a. 0>- ~ . e. I '" I I II I I I I -;::~'9 ..;~ g -"' I ". I 000 x I II <-<.... ~I LON 0 I I 'I "'<-<.... I :l-.... '0 --' -' '111041 (D oi <-<2 ~" (JIM M;II ",r; -Iz ;)- ;;t o O~Q"'(D )Iol"l~~o M<Kl;)-~ ~Lo.l""""io~ -::::'-",+m ..... -t.,)l ~ :;uU'N III .... ~~~~!j~~~~~~~ ~ o 2 P!i! ~~ IQ ,. I(l :r "" r- -< ." ;)- ,:\\ II: '" ;z -I 0> o ~z~ ~ l> f;; 2 i::! M .... ~. o r- r '" '" g :l< <D l> Xl -0 o ~ o 0 0 ~ ~ b 1IIIIIII!dllll!III II 1IIIIIIIdllllllll d 11111111 II ElEVA TIOf! If! fEET (f!GVO) Ii' ~ 1 ,. p ,",00 z~ n",'i' -zo ~ I ~~~ d;:! 211:", ~f~ ~'" Ill'" 0",1= ~<I!'" ~<J ~fOI~ ""'~> I " .., ,. ~~Cl 2'" "r 2<J'" " " "'I"~ M -< r- M " m ~ l~~l~( U H~g~ Ii '11frrilI ~" lj; 1111i~ i1M~ ~~E3 0 PI ,.....,.., Q."< -to. -"0[ "-Ii:: = ~IIII"'" H 11:... "'-<:il ~ ~ a 311II,.- ,..~ 0 ~zl2 ~Iif:~ . I Zc ~ I ! \I; ~ co,. 200 c[g2 ,.. l'l 2 P ~ '6 I ~ n ~ 0" 1':" !il~l fl " s:s M z'" " ~ Ii ... III Mli!;;l ~ Q 5" :; '& g ~ 3 ~ g 2"'''' 0 ~ \I; 1l ",0", ~ '" .... ~~i "'_:l '0 g :l" [ It ~ n " "zz '" '" n _ /: ~ " ~ ~ ~ ;; ,,~ lh:<l 'i!l'l" 3 0 fi fi ~ 0- ~~~ ~ n ~ ;;0. '" lI>'" ! 0. (!. ~ CD ... " ii 0 0.- ~<JlI! Iii",,,, 7i 11 ~ '"'{ 0 I(i~;ll ~ !l 0. , ~ ~0l1DU'~1; l~ S?~=.,.,~ l~ ":>,'" a. 0- 2- 2. 5 ~",lI! "0" S !l. I I I I:: [ I ~ I :: '\l '" Oel'" [ ~ " ~ -< l':l!!'lt .ti <\:sU;"''""3 ~~lsOl :; aE ~l;l~ <\ '" " .. ,.",'" .. '0 5' l!l '" F :l~R ~ 0. '0 ; " :r ~ fi l!i- '" ,.. ~ Ii !l ... !l 0. ~ 2",,, '" " g ... ;; 1...;;: ,,- " ~ 5 is '" "'~2 "- ~ n ~ :l" g '6 ~ ':;;R~ :~R 0. .... 7i "'''2 a",g ~ i' ~2", Cl c IS ",Qili Iii",'" P = ~::l:>, ,'" ! /TI :J:og il Z oIL ~ " l;oili .., ;~~ 0. ~ '" g~~ r- ~ '" '0 C! 9 '" "....'" 0....'" c'""o "";! n <> "'0'" ~~o ;r '" o!!l~ i iii ~i'", ~ r;. Cl,,- (I ~fil~ .....,g 00 l OJ _;II g :il~'i! z z 2 " ,. '" '" ~ ;f '" " ~ " WY A TT REAL ESTATE SERVICES TREE INVENTORY PROPERTY LOCATED ON GULF-TO-BA Y CLEARWATER, FLORIDA I RECE'VED StTE PLAN APPROVED CASE # FW~ -olfo2k CASE TYPE r=-L-1 ORe DATE DC. 10 "1- COB DATE - SIGNAiURE ~"f:- nfl,T~ _ o(."2..S MAY 0 7 2uu~ PLAN~JI'~Y:; DE?:',RTMENT CITY OF CLE.~R'NATER MAY 7,2004 PREPARED BY: KENNEDY TREE SERVICE, INC. Matthew J. Kennedy, I.S.A. Certified Arborist ORIGINAL R S~ .. b402.6 (') (') ~ ~ c- , c- (/\ , , -f " (j') 0 0 < 0 < Q 0 < .,., ., 7J 3 3 0 0 c c ~ -+ -+ ~ ., ~ l/) ., ~ m "0 ). ~ ~ 0 ~ 0 :r ~ 0 m 0 r::J :r :r ., ., 0 0 0 ., I-f 0 0 0 0 ^ 0 ^ 5 0 ^ (J) ~ Z ., ., 0 0 0 0 -0 c.. ^ ^ ^ ~ ^ m 0- (j') Q --< (J) m -< (J) ;f~~ (J) o nI -f o -+ ::s m 3 -+ ::s ~ o :r nI l/) ~ Q. ~ :E-< ~ C-.j .... -f II ^ "" ~ ~ , ~ :;] nI 0 :;] nI 0 ::r~ .,., :;] c.. (J) . --< (J) H' nI -f (/\H , < 01 01 01 01 01 01 01 01 01 01 -f ):0.(/\ r;. U1 01 01 01 01 01 01 01 01 ~ ~ .,., ):0. nI II "" 0- 01 ~ W N 0- 0 \0 CD m (') m ~ (') aJ ., ~ H m -f -+ ., ::s (J) ). =h~n -i (j') ~ -+- . c.. ~ ' ~ ):0. c.. ). - ., ~ 0- ., 0 0- ., 0 ...., (i) Vi ., C -+ l/) -f ~ , ~ -+ C -n , m I ::s m 6 ):0. nI H :t , I Z ro (J) < ):0..,., CD .- CD CD .- N 0- N N N r::J -+ ~m <m 0- CD 0 N W ~ CD aJ , ).Z . ):0. J: nI ('), nI '<6 'm -+ 0-.,., m(/\ , '< ~-f C'\ N ):0. ~):o. 0 ii" 0 Z ):o.-f 0 ~ 0 n1~ , (i) C'\ ~ .,., .,.,"" ). . 0 0 ):0. -n" Z -+ 0 ,m 0 nI H 0"" -0 , Z ~~ ~ w "" "" -< , N N N N 01 N (i) W 0 0 ~ 0 0 0- 01 0 CD -n 0 .... ):0. ~ eN eN ...., U1 0' .,., ,..." ). ...., ;t N ...., Z '"' .- 0- .- 0- W N N W W ~ (j') t .... \0 II I \0 ~ eN 0 0' .,., . (J) -f U1 II aJ m (J) -f ......... :!' ~ ~ ~ I ~ ~ ~ I I ~ I I ~ -f -i~ :3 0 0 0 n 0 0 0 n n 0 n n 0 70 '-< (1) -+ -+ -+ " -+ -+ -+ " " -+ " " -+ m (1) 0 (1) (1) (1) 0 (1) (1) (1) 0 0 (1) 0 0 (1) m (1) -+ , , , , , , , , , , , , , H-+ 0 0 0 0 0 0 0 0 tn :3 70 0 0 0 0 0 0 0 0 '"0 < (1) " " " " " " " " m (1) 0 0 :3 -+ H 0 m m , III tn -< -+ I 0 -+ " (1) 0 ""tJ lO , (1) 0 -+ ""0 :E (1) 0 , -+ -< UI UI UI UI UI UI UI UI UI UI UI UI UI UI -f -..,j -..,j 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- UI UI 70 .- 0 1.0 en ~ 0- UI ~ W I\) ..- 0 1.0 en m m -f ~ Ci\ ~ .- UI en en en en en en .- o .- ~ en f7 OJ J: .- ~ ..- UI .- w ..- ~ 0 ~ Z 0 ~ .- ..- .- w I\) I\) I\) ..- I\) I\) I\) I\) N ~ W 0- UI UI 1.0 ..- 0 0 UI ~ 0 ~ UI 0 ..- I\) N ..- I\) .- ..- ..- I\) N I\) 70 ~ ;:1 Z Ci\ I\) .- .- Q. (1) o Q. .... II ;E o X) tn -f U1 II OJ m ~ '-" I r r =E ~ ""'0 r :E C r :E :E =E ~ -l :;l:E n <: <: 0 5 <: 0 < <: 0 0 0 'X} ~-< X" (ll (ll ~ ~ (ll (ll ~ (<:I ~ ~ ~ ~ ~ m ~ 0 0 0 0 (ll (ll 0 ~ 0 0 (ll ~ ~ ~ m ~ , 0 0 , , 0 , 0 0 , , , , H~ X" X" 0 0 X" 0 X" X" 0 0 0 0 (n ;:J 7;;J 0 Q 0 Q 0 Q 0 "1;J < ~ X" X" X" X" :;:r;;- X" :;:r;;- m (tl Q ("\ ;:J ~ H 0 m m , 11\ U'l -< ~ I 0 ~ ""'0 (tl ~ v , (tl 0 ~ -c :::r~ , , (II ~ (ll'< U1 01 U1 Ul U1 lJ1 01 Ul Ul lJ1 Ul 01 01 Ul ~ en CD co CD 00 en ...,. ....., ...,. ....., ...,. ....., ...,. ....., lJ1 ~ W N .... 0 \0 co ...,. 0- 01 ~ W N m m -l ]I. en tt .... w .... 00 ..... w .... o co ..... ...,. .... N ..... o ..... ...,. N ~ ..... 0' ..... CD \0 \0 C7 aJ I ("\ ]I. Z 0 "'V W ~ W N ..... ~ W N N W N ~ - ..... -< .t> w .t> 0' co 0 \0 en co 0' W 0 co Ul 7;;J ]I. ;:1 Z w .... N N N N N N N N .... N .- ..... en .... 11 :E 0- 0 ;:J 7:J n ~ Q ;:J :;:r;;- Ut (tl , 5 II g:J 3 m c- ~ '-' ::y ""0 C <.n r =E ~ <.n :E c :E ~ I I -l :;'=E :::l" :::l" < 0- <: 0 0- 0 < 0 n n 1i3 (11"< {';l ~ ~ U1 (':I ..j. ..j. U1 ..j. ~ ..j. ..j. x- x- m ~ 0 0 ~ 0 ~ (':I ~ ~ 0 N ~ 0 0 m ..j. 0 0 ., ., ., 0 ., ., ., ., H ..j. ^ ^ 0 0 .3 0 ^ 0 0 (J') :::l" 7U :::l" 0 0 0 0 0 ." < ~ ~ ^ ^ (':l ^ ^ ^ m ~ 0 0 :::l" .. H 0 m m ., VI (J') -< .. I 0 .. po ~ ""0 1.0 ""'l ~ 0 --+."0 o ~ C ""'l ""'l .. -< <.n lJl lJl lJl lJl U1 lJl <.11 lJl U1 U1 <.11 lJl U1 -l \0 \0 \0 \0 \0 \0 \0 \0 \0 \0 CD co CD CO ::D \0 CD --...l 0- (J1 ~ W N - 0 \0 co ....,. 0- m m -l >- en ~ - 00 - N - o - U1 ..... ..j:!. - w - o - ..j:!. - N - N - w ..- o - to \0 C7 to r 0 >- Z 0 ""0 to N N .... W W N N to W N W to N '< to 0- a 0 0 0- ..j:!. co 0 co .... 0 - 0 to to - N N N ::D >- ;:t Z <i"I ..... N N N N w ..... N ... n =e o ::D ~ (JI 11 l:D m U\ -l '-" r f':l :E :E r ~ c- :E Ul r r r Ul :E -f -I:E <: ::r <: < 0- <: <: <: 0- :lO' 5 0 0 0 0 ""'l-< ~ -+ -+ (b -+ ~ -+ III (\l ~ (\l III -+ m ~ 0 0 0 (\l (\l 0 (\l 0 (\l :r 0 0 0 ::r (\l m (\l -+ 0 0- ""'l ""'l 0 ""'l 0 ""'l 0 0 0 ""'l H -+ ~ (\l 0 0 ^ 0 ^ 0 5 ^ ^ ^ 0 to ::::J AJ ""'l 0 0 0 0 ::::J 0 " < (\l ""'l (I) (\l m (\l ^ ^ ^ ^ ;:r;:- 0 ~ ::::J -+ 0 m m ""'l III f/l -< -+ 0 I -+ ci' (\l ""U 1O ""'l (\l 0 -+. '"0 - (\l < ""'l (\l -+ -< c- O' 0' c- O' 0' 0' c- O' 0' 0' 0' c- O' -I ..... ..... ..... ..... 0 0 0 0 0 0 0 0 0 0 AJ W N ..... 0 \0 co ....... C1' (J1 ..f:>, W N ..... 0 m m -I >. Q') ~ w o ..... 00 ..... o ..... ~ \0 ..... ....... N (J1 - N ..... \0 ..... tAl ..... ..... CXl - o ..... (J1 o l:D J: C\ >- Z 0 ..f:>, W N W N W tAl N W ..... - ..... N N ~ C1' CXl ~ C1' (J1 0 CXl ~ 0 CXl C7' CXl - ....... w ..... w N w ..... N N w '" >- ~ Z Q') N N w ..... N .... " :E o :lO' ~ U1 II l:D m to -I ........ r- r C'" r r ~ r (.n ~ :E (.n (J) :E :E ;d ~:E ;: <: < <: <: <: Q Q 0- ::=: Q Q (1)--< ~ (I) (I) (I) (I) -+ (I) U) -+ -+ t/) (I) -+ -+ m (I) Q 0 0 0 0 0 (I) 0 ~ (I) (I) ~ (I) (I) (I) m -+ 0 Q 0 Q Q ""1 0 ""1 ""1 -+ ""1 ""1 H-+ =" ;!Ii:' ^ =" ;!Ii:' 0 ^ 0 0 CT 0 0 (n :::I 7:J Q ::'l Q Q ::'l 0 Q 0 ." < (I) ^ (I) ^ ^ (I) ^ ^ m (I) ~ n ::'l 3 -+ H 0 m 0 m ""1 U) ::'l (n --< -+ Q 0 , -+ 5 ""U (I) Q ""U 1.0 ""1 (I) 0 t/) -c X (I) ""1 -+ -< 0- 0- a- a- 0- a- a- a- a- 0- a- a- a- 0- -I N N N N N N N N .... .... ..... - - .... ~ '" a- U1 ..j:l>. W N .... 0 \0 co "" 0- U1 -C>. m m -I )I- Ci't :tt co co - w .... o co .... o .... N N o ..... U1 ..... o - C1' N ..... \0 ..... -C>. a l:D I n )I- Z 0 .... N N N N .... W N .(:>. N N W N ..j:l>. ~ U1 0 N U1 U1 U1 -C>. 0- N 0 -C>. N 0- 0 ..... N N .... N ..... N "'13 ". ;:i Z G\ N .... w N .... w N .... II ::E o 10 ~ at II ID m ~ "-" ~ (') ~ b r :E r C ~ ~ C/l r r xl :;l~ 0 <: <: < 0- <: <: 3 3 3 c 0 0 .., (l:I -+ (l:I (l:I -+ -+ tn (l:I (l:I m (l:I 0 ::r ::r ::r !!.. 0 (l:I 0 0 (l:I (l:I ::r 0 0 m (l:I -+ 0 .., 0 0 .., .., 0 0 H-+ 0 0 0 0 ~ 0 ~ ~ 0 0 ~ ~ tn ::3 .., .., .., 0 0 0 Q :; "'1) < 7::J ~ ~ ~ A (l:I m (l:I ~ ~ ::3 -+ 0 m m .., III (n '< -+ I 0 -+ "" (l:I 0 -0 to .., (l:I 0 III -a (l:I (l:I < .., (l:I -+ ::3 '< 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0-. -l .J:r> w W W W W W W W W W N N '" 0 \0 ex> ....s '" c.:n J:>. w N ..... 0 \0 CD m m -l )0. Q') =It ..... ..... co ...... o ..... o ..... U'l ..... o - o \0 ..... W ..... N - 0-. ex> 00 a OJ I ("\ )0 Z 0 w ..... ..... tAl W W N N N N ~ ..... ..... ~ 01 ()'1 U! 0 0- U! U1 W 0- 0 .J>. 0- U! ..... OJ .- ..... ..... 7:J )0. ;::t Z (i') N ..... w w ..... ..... w ..... .... II :E o 7:J tn -; Ut II OJ m ~ '-" c ~ I ~ r r fi \'1 n I tn I I -t :;l:E < :< :< 0 0 ~ ;0 n 3 3 3 3 n n n I\)~ (\) .... 7' I\) I\) 7' (\) 7' 7' m 0 (\) 0 0 0 0 (\) 0 0 m (\) .... 0 ., ., :r 0 0 :r :r :r ., .... ., ., H.... 7> 0 0 7' ^ 0 0 0 0- m ::a: ~ 0 -'1 ., ., ., 0 .." < 7' m (\) 8 n ::a: 3 .... t-t 0 m 0 m ., l1!. ::a: (J) -< .... 0 0 I .... 0 d' l\) t.O ""tl ., (I) 0 1\)"'0 - I\) 1.0 ., :r .... ....-< 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- -I 01 (J1 01 U1 -l>o .l:>o -l>o .l:>o .l:>o .l:>o .l:>o .l:>o ~ AJ W N .... 0 \() 00 --..j 0- U1 ~ (.oJ N .... m m -I )0. (j') ~ .... 0- .... o N .... .... N N (.oJ co a to :J: .... (J1 .... (.oJ .... o .... 0- N -l>o .... \0 .... o -l>o D ~ o -l>o D 0. )0. Z o ~ w o N -l>o .... (J1 .... U1 0- D W -l>o w D (.oJ o N N N D w N w N N .... N AJ )0. ;:I Z Q') N N .... .... .... .... .... II :E o ;0 ~ Ut II w m (J) -I ......... :E r :E c r r :E ~ r r :E :E r C -t ~:E < < 0 < < < 0 < 7:1 0 0 c 0 0 0 c (\'1'< -+ (\'I -+ (\'I ., (\'I -+ -+ (\'I (\'I -+ -+ ., (\'I m (\'I 0 (\'I 0 (\'I 0 !!... 0 (\'I (\'I 0 0 (\'I (\'I !!... 0 m -+ ., 0 ., Q Q ., ., Q Q ., ., Q H-+ 0 ~ 0 ^ 0 ^ 0 0 A A 0 0 0 ^ (n ::s 7:1 Q Q 0 0 0 0 0 0 "'tI < (\'I ^ A ^ A ^ ~ ~ ^ m (\'I 0 " ::s -+ .... 0 m m ., III (fl '< -+ I 0 -+ ""0 (\'I 0 -0 to (\'I ., 0 ::s -c ::s (\'I ., (\'I -+ -< 0"- D' D' D' D' D' D' D' 0"- 0"- D' D' a- a- -t 0- a- a- a- a- D' a- a- U'! U'! 01 01 01 U'! 7J '" a- U'! .to (.>,I N ..... 0 \() 00 ""-J a- U'! .f:>. m m -t )0- <i't =It .... Ul W 01 N N ..... o ..... 00 ..... ..... .... o ..... o N .f:>. .... N ..... .f:>. ..... o ..... ..... \0 C1 03 ::I: " )lo. Z 0 " w Ul w ..... w (.>,I (.oJ W 01 W N N N N -< -f>. N a- N a- ..- 0 0 a- a- -f>. -f>. a- 01 OJ N ..... ..... ..... .f:>. N :D )lo. ;:1 Z Q"I w N N N N ..... N - II ~ o :D ~ UI II 03 m ~ ....... ~ ;J.: ;J.: , ;J.: ;J.: ~ ;J.: !:'" ~ ~ ~ ~ ~ xl :;I~ c c c c: c c c < c C -+ -+ -+ , -+ -+ -+ -+ (1l -+ -+ -+ -+ -+ m (1l 0 (1l (1l (1l (1l (1l (1l (1l (1l 0 (1l (1l (1l (1l (1l m (1l -+ , , , , , , , c , , , , , H-+ 0 0 0 0 0 0 0 0 ^ 0 0 0 0 0 (fl :::s J;:J c 0 0 0 0 0 0 0 0 0 0 0 0 "'tl < (1l ^ A A ^ A A A A A A A A A m (1l 0 r\ :::s -+ '-l 0 m m , III tn '< -+ I 0 -+ ." '" Q ." lC , (1l 0 -+""0 (1l ro :::s , -+ '< 0- 0- 0' 0- 0" 0- 0" 0- 0- 0- 0- 0- 0" 0- -t CXI CD ..." ....., ....., -...J ..." -...J -...J ..." -...J '" 0- 0- 1:1 ..... 0 \() CD -...J 0- 01 .b- W N ..... 0 \() CXI m m -t l>- ei') =It ..... o \() .... ~ ..... CO co .... .... N o .... W ..... W .- o co .- o co ..... ..... C7 to I r\ l>- Z 0 N N N W N N ~ W N - N N N W ~ 0 0 .... 0 0 01 0 0 0- 01 0 0 0 W .... w w N ..... .... ..... 1J )0. ;! Z ei') ..... ..... .... ..... ..... .... N .... II ~ o 1J ~ UI II OJ m (fl -t '-" {J'l {J'l c- ~ ~ {J'l r- r- ~ Ul ~ (ft ~ H -t -I;:E is"" is"" < 0 <: <: :;: is"" ::::J 7:J 0 0 0 0 a... ""'l-< ~ ~ III -+ -+ ~ III III -+ III -+ Ill. -+ m III 0 ::r ::r 0 III III ::r 0 0 III III III ::r III C m III -+ c ""'l ""'l 0 0 ""'l -+ ""'l ""'l ;::l H -+ .5 x- c 0 ^ ^ 0 C- O C ]V 0\ ;::l 70 ;::l 0 C ::::J C 0 C ;::l 0 C ." < III l'l (ll ^ ^ (ll ^ ^ III ^ VI m l'il' 0 (':I <'l. ::::J 3 -+ ~ H 0 m 0 0 m ""'l Ill. ;::l 0 (fI -< -+ 0 0- , C -+ is '"t) III C 1.0 \J ""'l (':I 0 (':1-0 -(I) (I) ""'l < -+ (1)-< ::::J a- a- a- a- a- a- a- a- a- a- ~ a- a- a- -I \0 \0 \0 \0 \0 \0 co co co co co co co co 7:J Ul .::. v.> N ..... 0 \0 co --l 0- UI .t>- v.> N m m -I )>. (i'l it .... 0- ..... UI W N co Ul cr- ...... OJ w ..... ..... \0 ..... .:.. ..... .:.. N o ..... ~ \0 ..... .,c.. 0' m I <'l. )>. Z 0 ""Cl N N .:.. N Ul W .:.. w N W W N N OJ -< co 0 0- 0 CD 0 0 0 0 0 0 0 a- ~ )0. ;j Z W tAl N ..... N W W N N ...... ..... ..... ..... OJ Q') - II ~ 0 a... .,., ~ ~ a... Ill. (Jt -+ 0 It ^ m m 0\ -I '-'" VI .:s: ~ ~ -+ 0- o 3" o :s o 5 :E o -+ ~ ., o o ^ :E o -+ ~ ., o o ^ ~ -+ ~ ., o o ^ VI o VI ::r -I ;Q m m en ""V m C\ H m In ;:I ~ ""-J 0' 0' 0' 0' -I 0 \0 \0 \0 \0 ;Q 0 \0 co ....., 0' m m -t )0. (j') =1:1: co IV ~ co N o ..... J>o. w U1 ..... N N J>o. ..... co o V3 :t: ..jl. o C\ )0. Z o ~ Xl )0. ;:1 Z N ..... W N W (j') .... /I ~ 0 :0 tn -t Ot II to m ~ .......... :;t:E (1)"'< (\) ~ H-+ ;:I XI < (\) ~ 0 -+ o m ., l/l. --< -+ l~ -o(\) o ""U l.O ., (\) 0 -+"'0 .:s: (I) ~4 <"'< (\) I I I I I I I I I I I I I I I I I I I , J;~ , 'I r1 " 20 N Orange A venue, SUIte 1107 Orlando, Flonda 32801 (407) 206-7222 Phone (407) 206-7223 Fax Stillwater Technologies, Inc. Stonnwater Management System SWFWMD and City of Clearwater Report Bank and Retail Center 2460 GuIf..to-Bay Blvd (SR-60) deuwater; Pinellas Co., FL Apnl 28, 2004 Prepared for Southwest Florida Water Management District 7601 Highway 301 N SITE PLAN APPROVED Tampa, Flonda 33637 and CASE #~~~~oz(, CASE TYPE _ L..- DRe DATE 0," 10 CifV\ CDB DATE _ - SIGNATURE 2~ DATE n(" City of Clearwater 100 S Myrtle Avenue, SUIte 210 Clearwater, Flonda 33756 Owner Wyatt Real Estate Services, Inc. 1211 Westshore Blvd, Tampa, FL 33607 ORIGINAL Stillwater Project No 050-001 ) PA/J 1\ ~,O/~r_ '. ":': (' ~ \ r J (~.....1 ~i!' \ 'l ~l ~';';";tl~rl.t i", " F redef-~ck A: Blecha, P'E< a~~ ' .,r ':Jl:\f~ t : .F., PnnClpal E'ngmeer ',.;, 'I , , > ?i',"~1 , "M1...,d. . """l,l!lIt'>< Flonda P E' #507;01 -' ,.,,J,' ,:... 1dl'r'v-I"J~r l\ ~ iI"1'''' ljo. ~ n- if;;I''; f: J,r~ ~t ,I I ~ (..("'1' v ~..., j , , . ,,"I .l"l'( Of , - "t/,,:i'.t. 'Tr ') '\Jol~.l'\SJ" .. r 1 Jt-u.ll~ t:-4.~7,~~... -'tj. Jh ' J j 4.', {,';'(,' .... r lHt;tfl' :b ,'" '0 rt "I 'A~'~:' ,1.'/, 0 Yt \ (j ~Y' -' f<(" / ;A1 I\oj,.. i i:.~\.fI ... U~;l I.! j:, .",,~.d l,y 1 (t< \,. ,. , tl~dJ~ ~-J " ..' (1. .,,1~ 1rr.:J1!');J.ll{lf,ftl (~_::._:":\ l ~t-........_ -=_ -~! ..... r-' - ~-"~ ;2~:lJi l~~j 8 lc:~~ .. :: J2:.'--_' C"o.! ~IJ ell g: ~ .1" ;~:r:~11 '< '; , ! -_wi ~~ l "---v - - . < ,/ c-, r---..J 'L_~":'; ~--~) I I TABLE OF CONTENTS SECTION 1.0 INTRODUCTION AND SCOPE . . .,. ...,................... . .. .. . .....................1-1 I I I I I I SECTION 2.0 DESIGN CRITERIA AND DATA RESOURCES. 2 1 WATER QU ALlTY CRITERIA 2 2 WATER QUANTITY CRITERIA 23 GEOTECHNICALlNVESTlGATION 2 3 / Soli Types 2 3 2 Waler Table EfevallOn 233 Base of Aquifer 2 3 4 Permeabllay 2 4 MAPS SECTION 30 WATER QUALITY CALCULATIONS AND MODELING. 2-1 2-1 2-1 2-1 2-1 2-/ 2-1 2-2 2-2 . .. .. ,. ............ 3-1 31 METHODOLOGY 3-1 32 TREATMENT VOLUME CALCULATION 3-1 33 STAGE VS STORAGE AND CONTROL ELEVATION 3-1 3 4 POLLUTION ABA TEMENT VOLUME DRA WDOWN 3-2 SECTION 40 WATER QUANTITY CALCULATIONS AND MODELING ................................. 4-1 4 1 METHODOLOGY 42 EXISTING DRAINAGE PATTERNS 4 2 IOn-SIte Dramage 4 2 2 Off-Slle Dramage 4 3 PROPOSED DRAINAGE PATTERNS 4 3 1 On-Slle Dramage 4 3 2 Off-SIte Dramage 4 4 eN NUMBERS 4 5 TIME OF CONCENTRATION 4 6 RAiNFALL Dr:PTH AND DISTRIBUTION 4 7 OUTFALL STRUC rURES 4 8 PRE-DEVELOPMENT VS POST-DEVELOPMENT FLOOD ROUTING OUTPUT I I I I I I I I I I I SECTION 5 0 PERMIT APPLICATION INFORMATION 5 1 ENVIRONMENTAL CONSIDERATIONS 5 2 CONSTRUCTION SCHEDULE AND TECHNIQUES 5 3 OPERA rlON AND MAINTENANCE AND LEGAL DOCUMENTA nON 54 WATER USE 5 5 FORMS AND ApPLICATIONS 4-1 4-1 4-1 4-/ 4-1 4-1 4-/ 4.2 4-2 4-2 4-2 4-3 . ,., .......,...... 5-1 5-1 5-1 5-2 5-2 5-2 November 4, 2003 Shllwater Te(.hnologles, Inc I I TABLE OF CONTENTS (CONTINUED) I I I Figures 1 SITE LOCATION AND VICINITY MAPS 2 USGS MAp 3 FEMA MAP 4 AERIAL PHOTOGRAPH 5 EXISTING SITE PLAN 6 PROPOSED SITE PLAN 7 DRAINAGE AREA MAp AND NODAL DIAGRAM 8 POND SECTIONS AND CONTROL STRUCTURE DETAILS I I I Appendices A GEOTECHNICAL lNVESTIGATIONREpORT (BY ATLANTA TESTING AND ENGINEERING) B CN AND T OF C CALCULATIONS C DRAWDOWN!RECOVERY ANALYSIS - PONDS 32 MODEL D ADICPR MODEL INPUTS E ADICPR PRE-DEVELOPMENT FLOOD ROUTING F ADICPR POST-DEVELOPMENT FLOOD ROUTING G PRE VS POST SUMMARY TABLE H ENVIRONMENTAL REPORT! WETLAND MiTIGATION PLAN I I I I I I I I I I I November 4, 2003 Stillwater Technologies, Inc II I I I Section 1.0 InttOOuction and Scope I I I StIllwater Technologies, Inc (StIllwater) was contracted by Wyatt Real Estate ServIces, Inc (Wyatt) to prepare CIVIl engmeenng plans for a new sIte development to mclude a bank! credIt UnIon and a retatl center located on 2760 Gulf-to-Bay Boulevard (SR-60) m Clearwater, Pmellas County, Flonda Wyatt IS currently under contract to purchase the site from ItS current owner, Bayrock Energy Inc Project locatIOn and VICInIty maps have been provIded on Figure 1 The site was prevIOusly deSigned and permltted as a convernence store WIth gas operations, and a fast food restaurant A Standard General EnVironmental Resource PermIt (ERP) #44018575 was mmally approved for the prOject by the Southwest Flonda Water Management Dlstnct (SWFWMD) on May 6, 1999 Due to developer changes, and reV1S1ons reqmred by the Flonda Department of EnVironmental ProtectIOn (FDEP) In order to aVOId groundwater contammatlOn located In the southeastern corner of the site, plan changes were completed and a permit modifICatIOn was approved by the SWFWMD on August 21,2003 Due to new developer mvolvement, a new sIte use and layout IS now being proposed for the bank and retail bmldmgs Overall, the site ImpervIOUS area decreased from prevIOus perrrutted deSIgns, and the water qualIty treatment! retentlon volume mcreased from prevIOus deSigns I I I I I The scope mcludes CIvil engmeenng deSign of the new development WIth a 6,600 SF bank bUlldlng, a 4,700 SF retail bUIlding, parkmg stalls and traffIC aisles, landscape medIans, landscape plans, utIhtles and stonnwater management facIhtles Constructlon plans and details, as well as drainage calculatIons have been prOVided With thIS report The eXIstmg SIte mcludes a wetland which IS compnsed of two dItches whIch traverse the sIte and carry stormwater runoff from off-site ponds through the me and to a culvert under Gulf-to-Bay Blvd An ERP IS reqmred by SWFWMD for the project m order to comply With water quality and water quantity reqUlremems, as well as to deal WIth the wetland 1IlltIgatIOn Issues The stormwater deSign has been prepared III accordance WIth City of Clearwater cntena and SWFWMD cntena I I I The proposed stormwater management faCIhtles mclude shallow dry retention areas which proVides water quality/pretreatment of the runoff, and a wet detention/wetland mitigatIOn area which prOVides stormwater attenuatIOn, and serves as the wetland mitigation area Stormwater ultunately discharges off-Site mto a culvert whIch runs under Gulf-to-Bay Blvd General project mformatlon is hsted below I I Semon, Township, Range Latltude 27 deg 57' 38" Wyatt Real Estates Services Inc., 1211 Westshore Blvd. Tampa, FL 33607 Contact: Paul Wyatt - (813) 287-0700 17,29S,16E Project PermIttee I Longitude 82 deg 43' 23" I I November 4, 2003 050001.SWFWMD RptOl doc StIllwater TechnologIes, Inc 1-1 I I I Section 2.0 Design Criteria and Data Resources I 2.1 Water Quality Criteria I Water treatment for the Site Will be achIeved Via four (4) shallow dry retention areas located m the southeast, south central, southwest and nonhwest portIOns of the SIte For the "on-lme" dry retentton areas, the Surface Water Management System reqUIred treatment volume IS 05" over the dramage basm area because the project IS less than 100 acres The treatment volume shall recover withm 72 hours I I 2.2 Water Quantity Criteria I In accordance wlth SWFWMD cmena, the Post-Development flowrate must not exceed the Pre-Development flowrate for the 25-Year, 24-Hour storm event I I 2.3 Geotechnical Investigation I A slte speCifiC geotechnical lilvesttgatIOn was performed m Apnl1998 by Atlanta TestIng and Engmeenng (ATE) and has been prOVided m AppendIx A ATE completed ten (10) auger bonngs on-SIte to depths of approxImately 5 feet, and four (4) standard penetratIOn test (SPT) bonngs to depths of approximately 20 feet Investigation results used for dramage deSign have been summanzed below I I I I 2.3 1 SOIl Types A TE reported to generally encounter very loose to medmm dense, fme sands I the upper eIght of soil at the slte MedIUm dense clayey sands, and very soft to very stIff day With mdurated fragments were observed down to the 20-foot tenrunal depth of the bonngs Based on a reView of the USGS Soil ConservatlOn Servtce Sod Survey for PmeUas County, Flonda, the prOject site appears to be mapped With Myakka and Orlando fme sand SOlIs whIch are claSSIfied III hydrologIC group D I 2.3.2 Water Table Elevation ATE reponed the water table to eXIst at a depth of approXImately 2 to 4 feet below land surface (hIs) at the tIme of the bonngs The seasonal high water table was reponed to eXIst approXimately 1 5 feet below the eXistmg grade Based on the eXistmg SIte grades, the seasonal hIgh water table IS assumed to eXist at elevatIon 27 00 NGVD m the VICmIty of the proposed retentIOn areas I 2,3.3 Base of Aquifer ATE generally reponed the presence clay and dayey sands begmmng at a depth of I I November 4, 2003 050001.SWFW'MD RptOI doc Sttllwater Technologtes, Inc 2-1 I I approxImately S feet below grade Based on the eXlstmg site grades and reVIew of the bonng proftles, the aqll1fer base elevatlon of has been assumed for 22 00 NGVD I I 2.3,4 Permeabihty Based on a reVIew of the USGS SOlI Conservatlon Service SoIl Survey for Pmellas County, the soIls descnbed, Myakka and Orlando fme sands, typICally YIeld a permeabIlity of 60 to 100 feet per day (ft/day) StIllwater revlewed reports prepared by the enVironmental consultants workmg on the enVIronmental assessment at the adjacent Trophy Cleaners faCIlity Based on aqll1fer slug tests whtch were performed at numerous wells on and near the Site, the permeabIlity appears to be between 12 and 53ft/day m the shallow soIls For the purpose of evaluating pond recovery, a conservative permeabilIty of 20ft/day has been assumed for thIS project I I I 2.4 Maps AdditIOnal resources and maps have been referenced and relIed upon for preparatIOn of thIS dramage report as follows I . USGS SoIl ConservatIOn ServIce - Safety Harbor Quadrangle A portIon of thiS map has been proVIded as Figure 2, I FEMA Flood Pancl12103C012SG A portIon of thIS map has been provided as Figure 3, . Aenal Photo A portIOn of a recent aenal photo has been provIded as Figure 4 I I I I I I I I I I November 4, 2003 050001-SWFWMD RptOl doc Stillwater Technologies, Jnc 2-2 I I I Section 3.0 Water Quality Calculations and Modeling I 3.1 Methodology I Treatment volume calculatlOns were prepared based on SIte pervlOus and ImpervIous areas The Drawdown Analyses of the dry retentlOn areas were analyzed usmg the computer program PONDS 3 2 I 3.2 Treatment Volume Calculation I The treatment volume calculatIons are provIded below Based on the noted calculatIons, the total reqmred treatment volume for the project IS 3,999 cubIC feet (CF) I Basm Treatment Volume Criteria Drainage Area Required Treatment (SF) Volume (eF) North o 5" x drainage area 40,350 1,6B1 Southeast o 5" x drainage area 22,324 930 South o 5" x drainage area 18,634 776 Southwest o 5" x drainage area 14,656 6t1 I I I 3.3 Stage vs. Storage and Control Elevation The Stage vs Storage relatIonshIps for the dry retentlOn areas are provIded below I North On-Line Dry Retention Area I Cumul Cumul Depth Area Area Volume Volume Volume Elevation (ft) (sf) (ae) (ct) (et) (a e-ft) 2900 000 934 0021 - - - 3D 00 100 1,557 0036 1,246 1,246 0029 3100 200 2,334 0054 1,946 3,19t 0073 3200 300 3,218 0074 2,776 5,967 0137 I I Southeast On-Lme Dry Retention Area I Cumul Cumul Depth Area Area Volume Volume Volume Elevation (ft) (sf) (ae) (cf) (ef) (ae-ft) 2900 000 36 0001 . - - 3000 1 00 334 0008 t85 - 1B5- 0004 3100 200 623 0014 479 664 0015 3200 300 980 0022 802 1,465 0034 I I I November 4, 2003 050001-5WFWMD RptOI doc Sttllwater T ethnologIes, Ine 3-1 I I South On-Line Dry Retention Area I I Cumul Cumul Depth Area Area Volume Volume Volume ElevatIOn (f1) (sf) (ac) (cf) (cf) (ac-f1) 2900 000 309 0007 - - - 3000 1 00 1,213 0028 761 761 0017 3100 200 1,560 0036 1,387 2,148 0049 3200 300 1,945 0045 1,753 3,900 0090 I I I Southwest On-LlOe Dry RetentIOn Area Cumul Cumul Depth Area Area Volume Volume Volume Elevation (f1) (sf) (ac) (cf) (cf) (ac-f1) 2900 000 53 0001 - - - 3000 100 358 0008 206 206 0005 3100 200 618 0014 488 694 0016 3200 300 927 0021 773 t ,466 0034 I I The reqUlred pollution abatement volumes for each retention area equate to elevatlOns as hsted below The pond Side slopes have been deSigned at 4 1 per Clearwater and SWFWMD reqUIrements I North Pond Control ElevatlOn Control Elevation Control ElevatlOn I I I Southeast Pond Southeast Southwest Pond Control ElevatIon 3.4 Pollution Abatement Volume Drawdown 3022 3133 3001 3083 Modelmg of the drawdown time for the dry retentlOn areas was done WIth the computer program PONDS 3 2 The permeabilIty value of 2 ftl day cUscussed In Section 2 3 4 was utilIzed for the recovery analYSIS The ponds evacuated the pollution abatement volumes WithIn the 72-hour reqUIrement I I I I I I North Pond Recovery TIme Recovery T tme Recovery Time Recovery Time Southeast Pond South Pond Southwest Pond < 72 hours < 36 hours < 24 hours < 36 hours Caples of the output slmulanons entitled "SWFWMD Pond Drawdown/Recovery AnalYSIS" have been provided In Appenchx B November 4, 2003 050001-$WFWMD RptOl doc Stillwater Technologies, Inc 3-2 I I I I I Section 4.0 Water Quantity Calculations and Modeling 4.1 Methodology I The Pre-Development and Post-Development flowrates were calculated usmg the computer program ADICPR 22 whIch uses the SCS hydro graph method to generate a runoff hydrograph from the deSIgn storms and then route It through the Storrnwater Management System Infiltration was cltsabled m the routmg analYSIS I 4.2 Existing Drainage Patterns I I I 4.2.1 On-Site Drainage The SIte IS currently an undeveloped heaVIly wooded lot WIth a wetland! conveyance clttch traversmg the SIte The property IS generally lower than the surroundmg developed propertIes and nlOoff generated from the site sheet~flows toward the on-site conveyance dItch and then 10 a southerly dlrectlOn 10 the ditch to a culvert which goes under Gulf-to- Bay Boulevard Figure 5 IS lOduded and depicts the eXlstmg site condmons \ I 4.22 Off-SIte Dra10age Two (2) stormwater ponds located west and northeast of the SIte currently outfall to stormwater pIpes which cltscharge IOto the conveyance ditch located on the subject property Storm water from off-sIte IIl1xes WIth the on-site runoff and dIscharges to the culvert at Gulf-to-Bay Boulevard I I I I I 4.3 Proposed Drainage Patterns 4.3.1 On-Site Drainage The proposed plan calls for runoff to be directed to four (4) new dry retentlOn areas for water qualIty treatment Stormwater IS collected via concrete flumes and catch basms All four retentlOn areas outfall to a new wetland/wet detentlOn pond where attenuatlOn IS achIeved The wet pond ourfalls to new stormwater pIpmg whIch ties mto the box culvert under Gulf-to-Bay Boulevard FIgure 6 IS mduded and depIcts the proposed site dramage plan Figure 7 depicts a Dramage Area Map and Nodal DIagram for the proposed Stormwater Management System I 4.3.2 Off-SIte Dramage The proposed plan calls for replacmg the stormwater conveyance that cltscharges through I I November 4, 2003 OSOOOl-SWFWMD RptOl doc Stillwater Technologies, Inc 4-1 I I I I the subject property from the two (2) off-site ponds The eXIstmg plpmg and headwalls WIll be removed and replaced wIth new plpmg that dIrects the off-SIte stormwater around the SIte and bypassmg the on-slte system On-sIte and off-SIte flows mIX at the outfall structure to the wet pond Combmed flow then IS dIrected through to the box culvert under Gulf-to-Bay VIa 54" dIameter concrete pIpe 4.4 eN Numbers I I I I CN numbers were calculated based on the sod types as found on the SOIl Survey for Pmellas County The soIls are mapped as Myakka and Orlando fme sand SOlIs whIch are classlfted III hydrologIc group D Based on these soIls, CN numbers were chosen for perVIOUS, ImpervIOus and pond areas CN calculatIons have been provIded III Appenwx C and results have been summanzed below Pre-Development North Basm Southeast Basm CN = 79 CN = 96 CN = 95 CN = 96 CN = 93 South Basm I I Southwest Basm 4.5 Time of Concentration I The tIme of concentratIon was calculated usmg the TR-55 method The Pre-Development T of C was calculated to be 1451 mmutes The Post-Development T of C was assumed to be mmlmum of 10 mmutes as per PONDS 3 2 lImItatIOns T of C calculatlOllS have been prOVIded m AppendIX C I I I I 4.6 RamfalI Depth and Distribution The ramfall depth taken from the SWFWMD ApplIcant's Handbook for the 25 Year 24- Hour storm event was 9 0 Inches The ramfall dlstnbutIOn utIlIzed was the SCS Type II Flonda Modlfted used by the SWFWMD 4.7 Outfall Structures I Stormwater dIscharge contraIlS achIeved usmg a moddled Type "C" catch basm wIth a rectangular onfIce 4"x5" at mvert elevatIon 2700 and an 84" rectangular weIr at mvrt elevatIOn 30 00 The control elevatIOn of the onftce was set at normal water elevatIon because no pollutIOn abatement IS performed m the wetland FIgure 8 IS mcluded and depIcts a detatl of the proposed outfall structure I I I November 4, 2003 OSOOOI-5WFWMD RptOl doc Stdlwater Technologies, Ine 4-2 I I 4.8 Pre-Development vs. Post-Development Flood Routing Output I I I I I I The Pre-Development and Post-Development flood routmg was conducted usmg the ADICPR program Model mputs Pre-Development and Post-Development routmg are mcluded m Appendices D Model Pre-Development outputs are mcluded m Appenrux E Model Post-Development outputs are mcluded m AppendIx F A table of the results IS mcluded m Appendix G Because the system IS dlschargmg mto an FDOT system, the FDOT reqUIred routmg analysIs was also performed The Post-Development flows are effectIvely attenuated to a level below Pre-Development flow as reqUired I I I I I I I I I I I November 4,2003 OSOOOI.SWFWMD RptOI doc Stillwater Technologies, Inc 4-3 I I I Section 5.0 Permit Application InfOrmation I The foUowmg sectlOns have been mcluded to address mformatlOn reqmred for SectIOn E of the Standard General EnVIronmental Resource Permit ApplIcatlon Only pertment Items from Sectlon E have been addressed I I 5.1 Environmental Considerations I On-SIte wetlands WIll be Impacted as a result of the project Armstrong EnVIronmental Services was hired to conduct an evaluatIOn of the wetland Impacts and has prepared a report which IS mcluded m AppendIx H Based on Armstrong's evaluatIOn, the new wetland areas reqmred to mItigate the Impact IS 0 12 acres ThiS area has been created In the northeast corner of the project I I 5.2 Construction Schedule and Techniques I b Temporary erOSIOn control and turbl(llty control measures Will be Implemented prior to InItlatlng any on-Slte work Control measures WIll mclude mstallatlOn of a Silt fence around the entIre prOject area as depicted In the engmeerlng plans SrIt fencmg WIll be constructed usmg hlter fabriC and verncal posts All control measures WIll be mspected and repaIred as needed on a regular baSIS throughout construction I I e Dewatenng will be reqmred as part of thiS project Dewatering WIll be closely coordmated WIth StIllwater TechnologIes and the consultants performmg assessment work on the adjacent Trophy Cleaners I f Eqmpment and materials Will be transported to and from the SIte VIa trucks and common constructIOn vehicles If the vehicles are not usmg the eXlstmg paved entrance at the adjacent convemence store, a stabIlized constructton entrance WIll be prOVided to help reduce vehtde trackmg of sediments The paved construction entrance wtll be swept If needed to remove any excess dtrt, mud, rock or debns tracked from the SIte Dump trucks and other vehIcles haulmg matenals to the project wIll be covered with a tarp I I g DemohtIon w.II not be required as part of thiS prOject h Wyatt Real Estate Services IS the developer of the project and WIll be responsIble for hmng the Contractor to perform the work The Contractor Will be responsible for momtonng the Site condmons, mamtalnlllg the eroSIOn control measures, and completmg field markups With as-bmIt conditIOns StIllwater Technologies rnc has been contracted WIth Wyatt as Engmeer of Record and WIll be responsIble for performmg site mspectIOns and provldmg engmeenng certdIcatIOns I I I I November 4, 2003 050001-SWFWMD RptOl doc Sttllwater Technologies, Inc 5-1 I I 5.3 Operation and Maintenance and Legal Documentation I a Wyatt Real Estate ServIces, operator of the retaIl center, wIll be responsible for maIntallllllg the stormwater management factllty followmg constructIOn Wyatt mtends to contract wIth Armstrong to perform wetland mOnItonng as stIpulated III Armstrong's report to lllsure that the wetland qualIty doesn't dmunIsh A landscape company wIll also be contracted to mamtalll the dry retentlon areas on a regular basIs Trash and other debriS w1l1 be removed from the retentIOn area and control structure dUrIng regular SIte maIntenance VISItS I I b Wyatt wtll be leaslllg the property contallllllg the bank/credIt umon Any transfer of ownershIp wtll carry the responslblhty of mamtamlllg the stormwater factlmes and wetland I c Dramage easements are proposed on top of the pIpes that carry the stormwater from the off-Site ponds through the SIte I d Water and wastewater servIce IS provIded to the faclhty by CIty of Clearwater I e A copy of the eXlstlllg SIte boundary and condmons IS mcluded m the engmeermg plans Property areas and relatlonsmps WIth adjacent parcels are depIcted III the engmeenng plans I 5.4 Water Use I a The Surface Water Management System w1l1 not be used for water supply, IrngatIOn, recreatlon, or any other uses other than stormwater management I b Consumptive Use and Water Use permits are not reqUIred as part of thIS project c No wells eXIst wlthm the prOject boundanes I 5.5 Forms and Applications I ThiS stormwater management system desIgn report IS accompamed by SWFWMD permlts forms lIsted below I . SectIon A - Apphcanon Form, and . SectIOn C - ERP Notice of Receipt Form I I I I I November 4, 2003 050001-SWFWMD RptOl doc Stlllwater Technologies, Inc 52 I I I I clearwater 81!Cl.ch - O>itr.... :L Location Mal! I I I SITE I Apollo Beach o I I ~ tM''''\I"~'T-.: at.-. .1 DOnI 300ft I en ~ '"l) .:;; C'CI c !!I R" ~ )> ~ I "'\] !. 1'0 -u ~ J, co (II ~ ~ I!!!.. fa Ba!/ ].!Y..c! Vicinity Ma~ I I I -t ..... ~ I t ~ () SITE \~ - ~ r- II' ~. el ~ ~ a llie~r"fL1 0 t; -< g ? 11>".. oJ',.. 02004 MapQu.~.CQm.Jnc.; 0200'UtaviQati:ln TechnobQit:l I I DATE: 4/23/04 2760 Gulf- To-Bay Blvd, Oearwater, Pinellas Co.. FL Project # 050-001 stillwater TEalNOLOGIF.'i FIGURE DRAWN: SCP APPROVED: PAB Location and Vicinity Maps Bank/Retail Center 20 Nonh Orange A...... Suit. 1101 Orlando. Florida 32801 (407) 206-7222 (407) 206-722Jfax 1 050001- VM-LM SCALE: AS NOrED I I I I I I I I I I I I I I I I I I I I "---..., -8 .USGS ,~. DRAWN: scp U.S.G.S. Quadrangle Map stillwater FIGURE TECHNOLOGIES 2 APPROVED: FAB Bank/Retail Center 20 Nonh Orange Avmue Suite 1107 DATE: 4/23/04 2760 Gulf- To-Bay Blvd, Oearwater, PineUas Co.. FL Orl:mdo, florid> 32110 I (407) 206-7222 050001- 2- USGS Project # 050-001 (407) 206-7223 fax SCALE: AS NOTED I I I I I I I I I I I I I I I I I I I l -" a;. ...~---._. _~_i' .0._ ffi ---- ---~~ US FLOOD HAZARD AREAl Flood Data ClIOO - 'Hlood o 500 - 't Flood o WaIlr BcxliES o No Deb ~.., l.. ~ r (' A III r: J. t.or ......t.rah; ~ I . J I i ..... - r- f ...... I i1 . f .r'- I- I:. ,II L. I I I _.........A... I -'- - I L I -- T t'" , L H-Ilj, h 1~ ':.J I I . I . J Gulf To .H If 111 Clemvater lvfall - lil --Tf H.L I I · 1 ... _ '1 J ~ L. . . ... '. SITE L~- -~ r J' ~ ... &. 'L -- - I ~ n ~ -r--' ...-- ~ II- ... ... ~...... ... Jo. .. C ~ f r I I I I I 11 , I (C) 2004 ESRI LI , I t 1- : -1.9 mi /3.1 km across SDJRCEI FEMA Flood Po.nel. Ho.p 112103COl28G o.nd httpa//....rebuz.cOI'l/Ho.ps/FloodX2OHo.ps.htPl DRAWN: FAB FEMA Flood Map stillwater FIGURE APPROVED: FAB Bank/Retail Center TECHNOLOGIES 3 20 Nonh Orange A....ue DATE: 4/23/04 Suite 1107 2760 Gulf-To-Bay Blvd, Oearwater, Pinella.s Ol., FL Orlnndo, Florida 32801 (401) 206-= SCALE: ASNarED Project # Q50.001 (401) 206-7223 fax OOSOOl-3-FEMA I I I I I I I I I I I I II I I I I I I l sa> Aerial Map stillwater FIGURE DRAWN: TEClINOLOGIF,S 4 APPROVED: FAB Bank/Retail Center 20 NOM Or.Ioge ^ venue Suile 1107 Orlando, Florida 32801 DATE: 4/23/04 2760 Gulf- To-Bay Blvd, Oearwater, Pinellas Co.. FL (407)206-= 050001-4-AER Project # 050-001 (407) 206-7223 fax SCALE: ASNarED ------------------- ~ e go = . , t RIVE I> 10< I '5 05001FIG5 DWG . ~ e:.'~ 6Il.all e''1 ! ~ ~ I! " e " I!...... ..1 ,-~ j " " ' ~ -....! \ 1 ~ . I 1 .. ~ ~ I I I :1 ~ \ ;! '"'' I '-~:' : ~ I G ,:'.- Ie 1 r-' 1-" I! .. ! {<l. Bank and Retail Center Clearwater. FL e .. e <l. e"" l! '\ {.. ~.." e '.. __ __ ~~_ _-1:" NDR1H ,;u.:nr !.. ! ... e -~ e .. ! . II. I eO:!; ,f" e-" I! 'i It.. I!C" :~ I . , 1 I r I )> ;::0 o fT1 r l!''l ~ Q , i 1 1 ,1/!.t -:\-e: ,I ~ JI I -~ ~ q') . I I ~., I I <II ! k~, , I \ I \~ 1 i ~ tl ,II' I I ,;' l' \" I ]!ill 'I ~ -e- . I ~ -" Ie b r~---..)\ ~I \, -O~i Q. .. \ ~ 1,01:8 ! 'I b '"' b '" .. 'i t.t' e<i e q " . . ~ ~~ $ DRAWN, APPROVED, DATE SCALE' SCP tAB 04/27/04 AS SHOWN I I I I I I I I I I I I I I I I I I I Appendix A Geotechnical Investigation Report Stormwater Management System SWFWMD and City of Clearwater Design Report Bank and Retail Center 2760 Gulf-to-Bay Blvd. Clearwater, Pinellas County, Florida Apnl 28, 2004 Stillwater Technologies, Inc. November 4, 2003 050001-SWFWMD RprOl doc Stillwater Technologies, Inc ~ti/j~/l~~g 14 40 liP}' '" j , "1~,i, , '~ .. " II, ;'<j ,~ II I' .' .' ~ ~ ~ ~ , - I I I I I 'J . - ~ ' -" , , --, 'b 4137-532-2251 ..... '.... -1'" ENG DESIGN GRP 1 -1 ""- ..... I ''':1 ~! I.... w..#'r II :::;'J __PAGg E12 ,.....:=,'"" ,.' II '1 <:', '" , ~ _I I , 'I.. ~ l y,\l I .......1 \~:l -& ... . '--, r-,' 'i,::;:::'''::' rI11-,I'1 ;', _"'> .,r ""-~ ......f J ........ .::fL j ~) - ~ ~ ~ j! J -(~).., \ :....: :)~ ~)I I ,--..... ~ -............~ 1-' "'1 .~ ~I '1"'11 m...,... 17 J-j - t \ -"-. \... I r:t~j,/ ~l \ l L I ~ ~ I II _ .... ~ ....... i j I ...1 F...........,:. _}.......... l atlanta testing I:~, :;'"-, & engine~rjng .; ':' I I '~I :.:~~ ;'L i ~\ ~J"'I"-i~'oj,J.,.r'1 .f.~q~'r or-I;:J "'oj -,~....-.ull"""''''-)c::.-'''''r ~ ~ ... ..../ -.",. t t l ~ ........-l J ~_,..I l ~ ~ 1 J i _ [" '1..,.-' \_ j ~ I........ r" _ --'~... '- '- - .........tl....~ t....:1 "I(~'" ).1 l~ilj-~jr"'!.w~r"I""'...~1 ~ ...--,.j '-~r -0 T-=-~""T I '" ........- ,--'......... '_I ~ . \."......-....... r I .....;, ~... _ J ............... i , , 121 \ tech blvd sufte 200 I tampa, ftorlda 33619 / phon~ (813) 623-6646 I tax (813) 623,3795 SUBSURFACE SOIL EXPLORATION GULF TO BAY SITE CLEARWATER. FLORIDA Prepared Far. Bayrock Energy, lnc: 401 East Boulevard, SUIte 200 Charlotte, North Carolina 28203 Prepared By' ATLANTA TESTING & ENGINEERING, INC. 1211 Tech Boulevard, Sl)lte 200 Tampa, FlOrida 33619 May 1,1998 AT &E l1eport No 26~O 282.1 georgla · flor/do . carolinas [!] 1 ~... 1 1 ~~/j~/1~~~ 14 40 I :I n I ( i ,---' I ~, .' '. ~ ,- C I I I I I I I ~ ~ ~ , ~ I I I I ~ 407-532-2251 ENG DESIGN GRP -," , 'I ',\I LI\,.-\ I'-"J'" '':.) ~ ~ '-' '-' PAGE 83 - - -" '~-I'''-'g P. ~~>'l"""1 r-);:.;:J' 'II'''''''' ~ ,- ~ ~r .J': i -:.~ ItiJ l' 0 II;""; ',I J I f-".:;J II' I\... (;!,. -=-, I '-'; I ',j~1 ':.' _ "_' ,CL:~ - 2:; fin ~f ~><,.. 8tlG-l'r' ~ ::.<: '"' J ~ atl an tu rE-\; r,nC;:i ::; P-; ~l' I : _' ot] 0 nta testi ng '~'- ,? r Iq i ~I e G I i ~"i'.~ 'ol :1 fj IJ n 1 a tesTW\ -;J Cl. ~ Ii gin f:) ~.?ri' ~: ~ & engineering ~ J'-:'-=-:'lT(] tes~!rL~l E enG:neerlnGJ '" oilCjnto tes-;y ~ eX \211 t~ch blvd suite 200 I famoo flondo 33619 f phone (813) 62.)~6646 I fax: (81 J) 623-3795 Mr. Matt BogdoVltZ Bayrock Energy, lnc 401 East Boulevard, Suite 200 Charlotte, North Carolina 28203 May 1, 1998 AT&E Report No 26-0282 1 RE Subsurface Soil Exploration Gulf to Bay Site Clearwater. Florida Dear Mr Bogdovltz: Atlanta lestmg and Engineering, lnc (A T&El has completed a subsurface sOlI exploratIon for the proposed one~story retail bulldmg and one~story fast food and COlwenlence store bUilding to be located on the north Side of Gulf to Bay Boulevard at Sky Harbor Drive in Clearwater, Florida This engineering evaluation was conducted in general accordance with our Proposal No 26-98-0279, dated April 13, 1998, that was authonzed by you, The purposes of this exploration were to test and evaluate the subsurface sod and groundwater conditIons at thIs site WIth respect to the future construction of the proposed structures and aSSOCiated pavements. ThIS report presents our understandIng of the prOject, the site conditIons encountered, provides a generallJthology of the subsuriace Salls, and presents recommendatIons for sIte preparation. general earthwork procedures, and foundatIon and pavement design Atlanta Testmg & Engmeerlng apprecl;;ltes the opportumty to be of service to yeu on thiS project We are avaIlable to provIde consulting services and constructIon materials testmg dunng the construc;tlon pnase of thIS proJect. If you have any questIOns concerning thIS report or If we may be of additIOnal service, please call us Sincerely, ATLANTA TESTING & ENGINEERING. INC. U a ec I, P.E ';llltr Senior Geotechnical Engineer Fla. R~g. No. 40143 M~ Joseph E. Prendergast, P.E Project Engineer Fla Reg No 50774 G \GEOTECHIAEPOATS\:2B0282,1 georgJa · florldo . carolinas f0l ~ \j ~~...,.....~ Jr-:- II'" 1 ~ H .... J ~~!3~!1~99 14 40 41217-532-2251 ENG DESIGN GRP PAGE 04 I I: II II I I I I TABLE OF CONTENTS INTRODUCTION, Project Information Site Conditions SUBSURFACE EXPLORATION Freid Exploration Standard Penetration Test Borings (2) Auger Bonngs l3) SOil Sample Handlmg and ClasSIfication (31 Results Subsurface ConditIOns (3) Groundwater (4) RECOMMENDATIONS AND CONCLUSIONS Site Preparation SIte Stnpplng (4) Structural FIJI (4) DefinitIon (4) Placement 15' Fo und atlon Recomm end atl 0 ns Allowable Bearing Pressure (5) Spread Footrng Placement {5l Settlement (6) Floor Slab Recommendations RetarnIng Wall Recommendations P av em ent Ree 0 m menda trons FleXIble Pavement (8) RigId Pavement (9) Quality of Matenals (9) ~ ~ ~ , , I I I I TESTING AND MONITORING LIMITATIONS APPENDIX BOring Location Plan Test BOring Records Auger BOring Records SOIl ClasSIficatIon Pages ASFE InformatIonal Pages Gulf to Bay Site Clearwater, FlOrida AT &E Report No 26-0282.1 1 1 1 .,2 2 3 .4 4 5 6 7 8 , ~ t . .. I lo I . . . .. 9 10 aflcntc tes1lng & engineering II II II II I' . t J ~ ~ ~ ~ II , , I I I I ~~/3~/l~~~ 14 4~ 407-532-2251 ENG DESIGN GRP PAGE 85 SUBSURFACE SOIL EXPLORATION GULF TO SAY SITE CLEARWATER. FLORIDA FOR BAVROCK ENERGY, INC. INTRODUCTION Proiect Information ,We understand that a one-story retail bUIlding and a one-story fast food and convemence store bulldmg are planned for construction on a site located on the north side of Gulf to Bay Boulevard at Sky Harbor Drive In Clearwater. Flonda Prior to further development on thiS Site, a subsurface soil exploration was authorized to explore and evaluate the Site's SOl! and groundwater conditIons and assess the Impact of those (;onditlons on the future constnwtlOn of the buildIngs and assocIated pavements Detailed structural load and foundation deSign Information was not avarlable at the tIme of thIS report, H\')wever, we have assumed that column loads win not exceed 50 kiPS each and that load bearing walls Will not exceed 3 kIps per linear foot. We have also assumed that structural fill Will not extend more thsn three feet above eXlstmg sIte grades ThiS report presents our understandmg of the proJect, the site conditions encountered, prOVides a general lIthology of the subsurface sorls, and presents recommendatIons for sIte preparation, general earthwork procedures, and foundatIon and pavement deSIgn Site Conditions The project sIte IS located on the north SIde of Gulf to Bay Boulevard at Sky Harbor Drive In Clearwater. FlOrida The site IS mostly wooded, and the terram IS generally flat and level A draInage dItch runs through the central portion of the sIte In an east~west dIrection, A small stream was observed an the east Side of the property The sIte IS bordered on the south by Gulf to Bay Boulevard and on the north, west, and east by commercIal busmesses. 1 atIonta lesllng & engineering I I I, ,II ill I . I ~ ~ ~ , - I I I I 08/30/1999 14 40 407-532-2251 ENG DESIGN GRP PAGE 05 Gulf to Bay Site Clearwater, Florrda AT&E Report No 26-0282 1 SUBSURFACE EXPLORATION Field EXDloratiQn The procedures used by AT&E for fIeld sampling and testlOg are In general accordance with ASTM procedures and 6stabhshed geotechnical englneermg practice Four Standard Penetration Test (SPTJ bormgs were performed to a dePth of 20 feet in the footPrint of the proposed buildings Ten auger bOrings were performed to a depth of fIve feet In proposed pavement areas These locations are shown on the attached Bormg LocatIon Plan A member of our staff performed a bnef site reconn2/ssance, noting pertment sIte and topographiC features as well as surface Indicators of the site's geology Our staff located the bormgs by estlmatmg distances from feamres Identified on the sIte plan. Because of the methods used, the borrng locations shown on the BOring Location Plan a.nached In the AppendiX should be conSidered approXImate Standard Penetration Test Borings The SPT bonngs were advanced by means of an all-terrain vehIcle (ATV} mounted drill rig emplOYIng wet rotary drilling technIques The SPTs were performed continuously to ten feet and at five foot Intervals thereafter. The 5011 samples were obti,lIned at the depths where the SPTs were pertormed The SOIl samples were then claSSifIed In the fIeld, placed In sealed containers, and returned to our laboratory for further evaluation by our project engrneer. The SPT bOrings were performed In general compliance with ASTM's procedure for standard field penetration tests (D-158S), After dnlllng to the sampling depth and flushing the borehole, the standard two Inch 0 0, split-barrel sampler was seated by drlvmg it SIX Inches Into the undIsturbed sOIl. Then the sampler was driven an addltronal 12 Inches by a 140 pound hammer failing 30 Inches The number of blows requIred to produce the 12 Inches of penetratron IS recorded as the standard penetration test value IN), These values are plotted on the nght Side of the Test Bonng Records whIch appear In the AppendIX of thiS report 2 otlanto testtng & engmeerlng I II II II I 11 I ~ ~ ~ ~ , , I I I I 08/30/1999 14 40 407-532-2251 ENG DESIGN GRP PAGE 07 Gulf to 8ay Site elee rwater, Florida AT&E Report No 26-0282,1 Sampl1ng performed In the upper ten feet utilized a 24 Inch long split spoon The sampler was driven 24 Inches and the blows requIred to drive the sampler the middle SIX loch Increments were recorded as the N-value Through thIS technIque, the upper ten feet of the 5011 was sampled continuously Auger Borings The auger bOrings were performed with a bucket auger The auger consists of a bucket and two curved cutting blades that retam the SOil as the auger IS advanced. The bucket auger IS manually advanced Into the SOl] approxImately SIX mches at a tIme and WIthdrawn to remove and record sod samples Detaded deSCriptions of the SOils encountered are presented In the Auger Bormg Records In the AppendiX, SOil Sample Handling and Classification The SOl] samples obtained dUring the SPT bonngs were placed In sealed containers to reTain mOisture and returned to our laboratory The samples were then reViewed by our project staff to confIrm claSSifIcatIons, Visually estImate the relative percentages of the SOIl's constituents {sand, clay, etc.L and Identify pertinent structural features, The stratificatIon lmes shown on the bonng records represent our InterpretatIon of approximate boundaries between SOlI types, The tranSition between strata may be gradual Our claSSifIcations are based on a VIsual estImatIon of the SOlI properties and our engineering expenence With the Sotls found In thiS geologiC area, Results Subsurface Conditions The SOils encountered In the SPT bonngs typically conSisted of very loose to medIum dense, fme sanrts to a depth of SIX to eight feet These were underlam by loose to medium dense, clayey sands to a depth of approximately 13 feet, Very soft to very stIff clay With Indurated clay fragments was observed at depths between 18 and 20 feet. A layer of medium dense, clayey sand was encountered In boring B-4 at a depth of 18 to 20 feet 3 otlcnta tamIng & engineerIng I II It II I I i ~ I ~ , ~ , , I I ~~fj~/l~~~ 14 40 407-532-2251 ENG DESIGN GRP PAGE 08 Gulf to Bay Site Clearwater, Flonda A T&E Report No 26-0282.1 The shallow auger bonngs encountered fme sands to the termmatlon depth of fIve feet below the eXIsting ground surface Detailed sOIl descnptlons are included In the Test Bonng Records and Auger BOring Records In the AppendIX, Groundwater Groundwater was typIcally encountered In the SPT and auger bormgs at depths between approxlmately.two to four feet We estimate that the seasonal high groundwater table will be encountered within 18 Inches of the groundwater table eXisting at the time of our exploratIon. Significant fluctuations In the groundwater levels should be expected due to seasonal vanatlons In ramfall, runoff, and other site speCIfiC factors, Please refer to the Test BOring Records and Auger Bonng Recards In the AppendIX for speCIfIC groundwater data. RECOMMENDATIONS AND CONCLUSIONS Site Preoaratlon Site Strippmg Pnor to any construction, the Slte must be properly prepared To prepare the Site for constructIon, all eXIsting topsoil, vegetation, and large root systems should be removed After stripping the Site, any excavatlon actiVItIes necessary to achieve the foundation bearing depths must be performed, Structural RU Definition SOil used for structural fIll can be defmed a~ clean irne sand containing less than ten percent matenal by weight that IS fmer than a number 200 sieve (FINES) However, matenal containing up to 20 percent fines may be utilized as structural fill at depths greater than four feet below fInish subgrade elevatIOns for floor slabs and p~vements, Silty sands contammg more than 20 percent flOes should be discarded or mixed With clean flOe sands to reduce the fInes content to Within the above hmlts. When plaCing fill within two feet of the groundwater table, the flOes content should be Jess than fIve percent, If passlble. 4 atlan10 testIng & engineering I I I ~ , , , , I I 08/30/199S 14 40 407-532-2251 ENG DESIGN GRP PAGE 09 Gulf to Bay Site Clearwater, Flonda AT&E Report No 26-0282.1 Placement The flU should be placed In lifts not to exceed one toot thIck The fill matenal should be compacted to at least 95 percent of Its MOdIfIed Proctor MaXimum Dry DenSity IASTM 0- , 557) Structural till GOnnunlng less than ten percent fines should be placed when Its mOIsture content 15 WIthin three percent of Its optimum mOisture content, Structural fill containing between 10 and 20 percent tInes should be placed WIthin ::!: 2 percent of Its optImum mOlsture content. Confined areas, such as utility trenches, should be compacted With manually operated vibratory compaction equIpment The footings for the buddmg should be compacted With a manually-guided double drum vibratory roller or other manually-guided vibratory compactIOn equipment The SOlIs In these areas should be compacted to the gUidelines presented In the prevIous paragraph Howsver, lift thicknesses should not exceed eIght mches Fa u nd atl on RecommendatIon s Allowable Bearing Pressure Based on the Information revealed by our exploration, the subsurface sods Will support the proposed structure on a shallow foundation system follOWing completion of recommended site preparatIon actiVitIes. Shallow foundations can be deSIgned for a maxImum net SOil bearing pressure of 2,500 pounds per square foot (psf} Howeve,r, any loose SUITIClal sands WIll requIre denSlflcatlon prior to foundatIOn constructIOn Densltlcatlon of the upper sands IS necessary to reduce differential and tot~J settlements, Spread Footing Placement Followmg site preparation actiVities, footing constructIOn may commence. Continuous foot1Mgs should have a mInimum Width of 18 mches and mdlVldual column footmgs should have a mInimum Width of 24 mches. The minimum Width should be used even though the maximum bearing pressures may not be developed. Footing excavations should be compacted With a 5 allanto tesllng & engineering I I I I I, I - I I . I , , , , , I 08/30/1999 14 40 407-532-2251 ENG DESIGN GRP PAGE 10 Gulf to Bay Site Clearwater, Florida A T&E Report No 26-0282 1 manually operated Vibratory compactor to the criteria established In the Site Preparation sectIon of thiS report Footmgs should bear at least 18 mches below the exterior fmlsh grade Settlement Subsol1 settlement at the site Will occur as a result of addItional stresseS applied to the foundatIon solis from the footmgs. The amount of settlement IS a function of the footing dimenSions anQ the Imposed pressure IntenSity, as we!! as the relatlve denSity of the fIll upon which the footing bears For the estImation of settlement, we have assumed that no more than three feet of additional fill will be placed upon the Site and that the site preparation activities outlined previously have been executed We have also assumed that the structure loads do not exceed those dIscussed In the project mforrnatlol1 portion of thIS report Based on those assumptIOns, we expect that the settlement should not exceed .ma loch. If fill heIghts or foundatIon loads exceed those discussed In preceding sectIons of thiS report, we should be contacted so we may re-evaluate settlement estImates for the proposed loading. Floor Slab Recommendations A modulus of subgrade reactIon of 200 to 225 pounds per cubiC Inch should be used for floor slab deSIgn purposes (based an emplrlcalmformatlon for quartz sand) If the floor slab IS placed on residual 5011 or compacted structural ftll that IS prepared In accordance WIth the recommendatIons presented In this report, To reduce the poss(billty of slab cracking due to minor differentIal settlement, the floor slab should be structurally separate from the foundations, or tranSitIons from foundation-supported building elements to SOIl supported floors should be remforced_ Smce groundwater was tYPIcally encountered Within two feet of the proposed finished floor elevation, we belIeve that an under-slab drainage layer IS necessary or the site grade shol.dd be raIsed so the floor slab IS at least three feet above the seasonal hIgh groundwater level, The subgrade should also be covered by an effectIve vapor barner to 6 atlonfa 1951log & engineerIng II II II II II I I i i ~ I , , , , I 08/30/1999 14 40 407-532-2251 ENG DESIGN GRP PAGE 11 Gulf to Bay Site Clearwater, Florida A T&!: Report No. 26-0282 1 reduce the possibility of slab dampness due to sOli mOIsture We recommend that a barner such as "MOIStop" be consIdered In lieu of polyethylene which can be easdy torn It has been our experience that prior to slab construction, slab subgrades can be signifIcantly dIsrupted by constructIon eqUIpment, utIlity and footing construction, and Inclement weather Both cut and fill 5011 exposed at the slab subgrade will conSIst prImarily of sands These matenals are particularly susceptible to dIsturbance, One way to reduce this dIsturbance and the resultmg repaIrs would be to leave the subgrade at least one foot above the proposed subgrade elevation, cutting It down Immediately before constructmg the slab, Cut areas should then be proofrolled at the discretion of the geotechmcal engineer to IdentIfy whether undercutting of soft soils IS rel.':lUlred Retaimng Wall Recommendations Retaining walls should be deSigned for the same allowable soil beanng pressures as speclflsd for the structure In the Allowable Bearing Pressure sectIon of thiS report PassIve and active earth pressure coeffiCients of 30 and 0 33, respectively, should be used for retaining wall deSign, An at rest eerth pressure of 0.5 may also be used for deSIgn purposes EqUIvalent flUid pressure may be computed by multiplYing the umt weIght of backfill (120 pct) by the earth pressure coeffiCIent. Fill behind the retarnlng wall should consist of fine sands containing less than 10 percent matenal passing a No 200 sIeve Backfill should be placed In accordance With the recommendatIOns for structural fill Included In prevIous sectrons of thIS report. Retaining wall deSIgn should also Include hydrostatic pressures If groundwater Will be retained as well as sari The earth pressure coeffiCIents prOVided above assume that the 5011 Win be placed In hOrlzontallrfts and not extend above the top of the retammg wall Surcharge loads from structures or embankments have not been Included In the earth pressure parameters discussed herein An ultImate fnctlon coeffICient between the concrete footing l,md soil can be assumed as tangent 30Q or 0,58 7 otlonte tesNng & engmeerlng I II II IJ II I) ~ ~ r ~ ~ , , , , , I 68/30/1999 14 40 487-532-2251 ENG DESIGN GRP PAGE 12 Gulf to Bay Site Clearwater, flOrida AT&E Report No 26-0282 1 Pavement Recommendations After proper sIte preparatIon, a standard pavement section appropriate for the anticipated traffic may be used We have deSigned the pavement sectIons based on traffIC patterns consistent with sImilar developments and SIte conditions, assuming maximum 20 year 18K EAL's of 100,000 Flexible Pavement For fleXible pavements, stablllzation of the subgrade SOlis WIll likely be requIred. Stablllzatron Will be required prior to base construction If the subgrade exhibits an LBR value less than 40 If the bottom of the base Will be Within 18 Inches of the seasonal hIgh groundwater level. then a mOIsture tolerant base material, such as SOil-cement or crushed concrete, must be used If fll1IS placed to raIse the bottom of the base course to prOVide at leas! 18 Inches of separation between the base and seasonal high groundwater table, then a crushed hmerock base can be placed, If site preparatIOn work IS performed as deSCribed above, the follOWing light duty pavement section may be utlllzed, SECTION DESCRIPTION THICKNESS (INCHES) Surface Course Type S~ 1 or S-3 AsphaltIC Concrete With minimum Marshall 1 5 stability of 1500 Ibs compacted to at least 95% of the maximum laboratory Marshall denSIty. Base Course LJmerock. havmg a mlmmum LBR of 100 and compacted to at 6 least 98% of Its modified Proctor maXImum dry denSity (ASTM D-1557) If the bottom of the base Will be Within 18 Inches of the seasonal hIgh groundwater level, then a moisture tolerant base will be required. or underdrains must be Installed. Subbase Stablllled to a minimum LBA of 40 and compacted to at least 6 95 % of the modifIed Proctor maxImum dry denSity IASTM D~ 1557J. StabilizatIon may not be reqUIred" I) mOisture-tolerant base IS used. B atlanta tesflng & eng,lneerlng II I, II II II II I' ~ t ~ , , , , I I I 08/30/1999 14,40 407-532-2251 ENG DESIGN GRP PAGE 13 Gulf to Bay Site Clearwater Flonda A T&E Report No 26.0282,1 Rigid Pavement Rigid pavement requires eIther 24 Inches of separation between the bottom of the surface course and the seasonal hIgh groundwater table, or the use of under drams to mamtam thiS separation The following rigid pavement section IS recommended as an alternatIve to the fleXible pavement sectIOn deSCribed above, Oescri ptl on Thickness (Inches} Surface Course Portland Cement Concrete with 4000 psi, 28-day compressive strength 6 Subgrade In.sltu sands compacted to at least 98 percent of the modified proctor 12 maXImum dry denSity (ASTM 0.1557) Quality of Matenals Methods and materials used for constructIon of the pavements should conform With all applicable sectIons of the Flonda Department Of TransportatlOn Standard Specl"catlDns for Road and Bndge Cons truc 'tlon, the 1991 Edition, Detailed dISCUSSion of SIte preparation procedures of the pavement areas are Included In the SIte Preparation sectlon of thiS report TESilNG AND MONITORING ConstructIon monltonng and testmg are essentIal to proper foundatIon and pavement constructIon and performance Complrance With the recommended constructIOn speCificatIon for compaction and SOIl types must be venfH:ld by our engmeermg technICIan familIar With the project construction_ ObservatIon of site preparation work IS an Integral part of the engmeerlng recommendations connuned hereIn. Failure to allow us the opportunity to observe site preparatIon work WIll InvalIdate cur recommendations We Will be happy to proVide a proposal for these serVices, If you so deSire 9 aHanta lestlng & engmeerlng II II II II II I~ II II .l .1 .m ~ ~ ~ ~ , I 08/30/1999 14 40 407-532-2251 ENG DESIGN GRP PAGE 14 Gulf to Bay Site Clearwater, Florrda AT&E Report No 26~0282 1 Density tests should be performed for each 11ft of structural fIll placed and for every 2,500 square feet of area below the bUIlding and for each 5,000 square feet of area below pavements In pavement areas, the subbase and base matenals should be tested to the same frequency Density tests should be performed to confIrm compactIOn crltena have been complied With at every IndivIdual column footing and for each 50 Irneal feet of contmuous footing DenSity tests should also be performed for each 11ft of fIll for every 50 Jrneal feet of backfill placed m utility excavatIons or other eXcavations that are wlthm the limIts of the burldlng footprint or paving areas LIMITATIONS ThIS report has been prepared for the exclUSIve use of Bayrock Energy, Inc for the speCIfic application to the project previously discussed Our conclUSIons and recommendatIons have been rendered uSing generally accepted standards of geotechnical engmeenng geology practIce In the state of Florida, No other warranty IS expressed or Implied. Our concluslOns and recommendatIons are based on the deSIgn mformatlon furnished to us, the data obtained from the prevIously deSCribed subsurface exploration, and our past expenence They do not reflect variatIOns In the subsurface conditIons which are likely to eXist In the regIon of our borrngs and In unexplored areas of the Site. These vanatlons are due to the inherent variability of the subsurface conditions In thIS geologiC region Should vanatlons become apparent dunng construction, It will be necessary to re-evaluate our conclUSions and recommendations based upon our an-site observatIons of the conditIOns If changes are made in the overall deSign or the location of the proposed facilities, or If the finish grades dIffer from those discussed herein, the recommendatIons presented in this report must not be considered valid unless the changes are reviewed by our firm and recommendations modified or verified In writing. We should be given the opportuntty to review the foundation plan, grading plan and the a.ppllcable portIons of the project 10 crtlonta testing & engineerIng 08/30/1999 1~ 40 407-532-2251 ENG DESIGN GRP PAGE 15 I I Gulf to Bay Site Clearwater I Florlda AT&E Report No 26-0282 1 I specificatIons when the desIgn IS finalized This revIew wIll allow us to check whether these I documsnts are consIstent with the Intent of our recommendatIons I I I . ~ , , , I I I I 11 atlanta testing & anglneenng I I I I I I I I I I I ~ , , , , , , I B8/30/1g99 14 40 407-532-2251 ENG DESIGN GRP PAGE 15 APPENDIX BORING LOCATION PLAN TEST BORING RECORDS AUGER BORING RECORDS SOIL CLASSIFICATION PAGES ASFE INFORMATIONAL PAGES atlanto tasllng & engineering I I I I I I I I I I I I I , , I 08/30/1999 14 40 407-532-2251 ENG DESIGN GRP PAGE 17 BORING LOCATION PLAN atlanta testmg &. engineering I I I I I I I I I I I I I I I I I ~ I 08/30/1999 14 40 407-532-2251 ENG DESIGN GRP PAGE 18 1.'- I PARKING ..- AB-5 ~ 8-3 ..- AB-9 + AB-4 L . ---u -;T- L e: (i END -+- AUGER BORING ... SPT BORING SCALE r , o 60 F1 GULF TO SAY SITE otlanta testing & engineering 1 Z 1 t T.,ch Blvd.. SUit., 200 Tgmpa. FL 33619 Florida . GeorgIa . Carolinas PLAN GULF TO BAY BLVD. AT SKY tu,RBOR OR. CLEARWATER, f'LORIDA I I I I I I I Ii II I! Ilf If II I ~ I ~ i ~ I 08/30/1999 14 40 407~532-2251 ENG DESIGl'l GRP PAGE 19 TEST BORING RECORDS atlanta testlng & engineering 68/36/1999 14 40 487-532-2251 ENG DESIGN GRP PAGE I 28 DEP'nl DESCRIPTION ELEV PHN:ETRATION-BLOWS PER FT I FT 0 10 20 40 00 80 100 00 Very loose {() loose, light brmvn to brown fine ... 4- SAND (SP) I . 7 40 ~ I -----~~--~-~-~--------~--- 21 M.odmm derne, 1;>n:'lWfllO gray, fine SAND (SP) . 13 I I - tr.lee a r clay at 5'l'll to elghl feel ... 80 15 I MedllJm dense, gf;ly clayey SAND (SC) I 130 I fragmellu (CH) . 2- I I 180 --~~----~--~-------------- Very mff greemsh grey CLAY WIth lD.dl,l(ll.~ clay , 19 tTagmclll3 (CH) I 200 Bonng te'l'l1lJ.rlllted I , , I I I BORING- AND SAMPLrNG - ASTM D-1$1I6 , COR5 lJRlLUNG - ASTM D-2113 I PEN6TRATION IS THE NUMBER OF BLOWS OF 140 LB HAMMER PALLING 30 J:N REQUIRED TO DRIVE I 4 IN I D SAMPLER I Ft _ UNDISTURBED SAMPLE ! WATER TABLE 24 HR. I .50% % ROCf( CORE RECOVERY :g WATER TABU:., TOP ... LOSS OP DRIl.L.ING WATER I atlanta testing & engineering TEST BORING RECORD BORING NO. DATE DRD..LED REPORT NO. JOB NO. 8-1 (pg 1 of I) 4.23-98 26-0282 26--0282 I I I I ~ , , , , ~ ~ BORING AND SAMPLING - ASTM 0-1586 . CORE ORILLtNG - ASTM 0-2113 I PENETRATION IS THE NUMBER OP aLOWS OF 140 LJl UAMMER II FALLlNG 30 IN REQUIRED 1'0 DRNE 1 4 IN I D SAMPLER 1 FT , - UNDISTURBED SAMPLE :t WATER TABLE 24 HR I 50"; 'i!l ROQ( CORE RECOVERY g WATEll. TABLE TOO ~ LOSS OF DRn.LING WATER I I 08/30/1999 14 40 407-532-2251 I I OEYI'H PT 00 D~CIUPTION Very lOose brown. fine: SAND wIth roots (SP) I 20 "MedIum Cle~ ligllCllfOiVnlo-.r.rrl<5?own Tine - - - - - SAND (SP) I 60 I I Loose to medIUm dense. light greerush gray clayey SAND (SC) I 130 clay mgweD!!; (elf) 180 ---------~--------~------- Saff. gT!'etUSh gray CLAY with Uldul1lted clay fnlg:mcnrs (Cm 200 BOMg terounared ENG DESIGN GRP PAGE 21 El..EY PENETRATION-BlOWS PER. FI" o 10 20 40 /iO 80 100 2 . 14 ~ . 27 9 18 . 2 . 15 atlanta testing & engineering TEST BORING RECORD BORING NO. DATE DRll.LED REPORT NO JOB NO B~2 (pg 1 of 1) 4-23-98 26-0282 26-0282 IBORING AND SAMPLING - ASTM D-~586 CORE DRO.LING - ASTM P-2113 IPENlITRATtON fS THE NUMBER OF BLOWS OF J40 LB HAMMER FALUNG 30 tN ltEQUlltED TO DRIVE I 4 IN 10, SAMJ;'LER 1 FT - UNOISTUlUlED SAMPLE ! WATER TABLE 24 R.R 150% % ROCK CORE RECOVERY g WATeR TABLE TO D 1 LOSS OF DlULtlNG WATER I DEM'H I FL 00 I '0 I 60 I I I I DO I I I 200 I I I I I BB/3B/lggg 14 48 407-532-2251 ENG DESIGN GRP PAGE 22 DIiSClUPTION ELHV PEN:ETRA1l0N--BWWS PER. FT o 10 20 40 60 80 100 Very loose, brown fine SAND wllh small roar:, ($f') 2 Uofe TomidTmTI <feltJe, TlgJitlliTlwnloorown, flne - - - SAND {SP} . 16 ~ . 7 Loose llJ medmm dense., gr.lY, clayey SAND (SC) 9 . 12 CLAY f:nl.gment< (CH) . 3 . 7 BQn.ng l::l'TlJl.lWited atIanta testing & engineering TEST BORING RECORD BORING NO. PA -rn DRILLED REPORT NO. JOB NO. B-3 (Pi:. 1 of 1) 4-23-98 26-0282 26-0282 08/313/1'399 14 40 407-532-2251 ENG DESIGN GRP PAGE 23 I DEM"H DESCIUPnON ELEV PENETRA nON-BLOWS PER Fr. I FT 0 10 20 40 60 go 100 00 Loo~ e tQ med I1.lm d..at hg.h t bro Wl1 to bro wn fine 5 SAND (SP) I 11 I . 7 ~ .. I 18 70 Mel:hum dellSe hgllt grny dayey SAND (SC) . 12 I I I 130 l'r.Igmems (CH) . :j I I 180 MedIUm den.e gIWlWlh gray, elayey SANP (SC) . 16 I 100 Bormg t!:munatcd I I I I I SORING ANn SAMPLING - ASTM D.1586 CORE DRILLING - ASTM 0-2113 I ?ENETRATION IS THE NUMBER OF BLOWS OF 140 lB RAMMER FALLING 30 IN REQUIRED TO DRIVE l 4lN I.D SAMPLER I FT _ UNDISTURBED SAMPLE ~ WATER TABLE 24 HR 50 % % ROCK CORE REC:OVERY ~ WATER TAftLB TOO, .. LOSS OF DRIlllNG WATER I I atlanta testing & engineering TEST BORING RECORD BORll'iG NO. DATE DRll..LED REPORT NO. JOB NO. B-4 (pg 1 of I) 4-23-98 26-0282 26-0252 I I I I I I I I I I I I I I I I I I I 08/30/1999 14 40 407-532-2251 ENG DESIGN GRP PAGE 24 AUGER BORING RECORDS otlanta testing & engineering I I I I I I I I I I I I I I I I I I , I 08/30/1999 14 40 407-532-2251 ENG DESIGN GRP PAGE 25 Gulf to Bay Site Clearwater, Florrda AT&E Project No 26-0282 AUGER BORING RECORDS AB-' Deoth (Ftl) SOil Descriotion 0.0 - 1 0 1 0 - 2,0 20-30 3.0 Light gray to brown, fine SAND wIth roots (SPl light gray to brown, fme SAND (SPl Gray to dark brown, fme SAND ISP) Borrng refused on large root Groundwater table encountered at 3.0 feet below the eXlstmg ground surface. AB.2 Dectt!. rFt } Soil DescriotlOn 00-10 1 O. 2.0 2,0 - 4.0 4.0 - 5 0 50 Gray, tIne SAND with roots (SP) Brown to gray, fine SAND wIth roots (SPj Gray to dark brown, fine SAND (SP} Light brown, fme SAND rS?) Bonng terminated Groundwater table encountered at 3 5 feet below the eXIstIng ground surface AB-3 Death 1Ft.) Soil Descr!Dtion 00-10 1 0 - 2,0 20-40 40 Light gray, fme SAND wIth roots ($Pl Brown to gray. fine SAND (SPI Gray to dark brown, fine SAND (SPI Boring terminated Groundwater table encountered at 3.5 feet below the eXlstmg ground surface otlanta testIng & engineering I I I I I I I I I I I I I I I I I I I ~~/j~/1399 14 40 41217-532-2251 ENG DESIGN GRP PAGE 26 Gulf to Bay Site Clearwater, Florida AT&E Project No 26-0282 '" AUGER BORING RECORDS AB-4 Deoth 1Ft,} Soil Descrlotion o 0 - 1 ,0 1 0 - 2,0 20-45 4,5 LIght gray, fine SAND with small roots [SP) Brown to gray, fine SAND wIth small roots {SPl Gray to dark brown, fine SAND (SPI BOring termmated Groundwater table encountered at 3 5 feet below the existmg ground surface AS-S Deoth fFt I SQII DescriptIon 00-10 10-20 2 0 - 4.0 40 Gray to dark brown, fme SAND with small roots ISP) Brown, fine SAND ISP} light brown, fine SAND (SP) Bormg terminated Groundwater table encountered at 2.0 feet below the eXisting ground surface AB.6 Decth 1Ft) ~oil Descriotlon 0.0 . 1 0 10-30 30~40 40-50 5.0 Brown to dark gray, fine SAND with small roots ISP) Gray, fine SAND ISPl Brown to gray, fIne SAND {SPJ Brown, fine SAND {SPl Bonng terminated Groundwater table encountered at 3.0 feet below the eXisting ground surface, atlanta testing & engineering I I I I I I I I I I I I I I I I I I I 08/38/1999 14 40 407-532-2251 ENG DESIGN GRP PAGE 27 Gulf to Bay Site Clearwater, Flonda A T&E PrOlect No. 26-02.82 AUGER BORING RECORDS AB-7 Deoth 1Ft.! SOli Descriotion 00-10 10-35 35.50 5.0 Light gray, fme SAND with roots lSP) Brown to gray, lme SAND {SPl Brown, fine SAND (SPJ BOring terminated Groundwater table encountered at 3,5 feet below the eXIsting ground surface AB-B DEl:oth {Ft I SOlI Descrlotlon o 0 - 1,5 15-30 30 Brown to gray, fine SAND wIth small roots lSPl Brown, fine SAND (SP) Bonng refused on large root Groundwater table encountered at 20 feet below the e;'::lstlng ground surface AB-9 Decth {Ft.} 5011 DescriDtion o 0 - 1 ,0 1 .0 - 4 0 4,0 - 5 0 5 0 Brown to gray, fine SAND With small roots (SP) Light gray. fine SAND (SP) light brown, fine SAND (SPl Bonng terminated Groundwater table encountered at 3.5 feet below the eXI!;tlng ground surface atlanta testmg & engIneering I I I I I I I I , I I I I I I ~ , , , , ~ - , I I 88/30/1999 14.40 487-532-2251 ENG DESIGN GRP PAGE 28 Gulf to Bay SIte Clearwater, Florida A T&E Project No 26.0282 AUGER BORING RECORDS AB-10 Deoth {Ft.1 Soli Descrlotion 00-05 05-20 20- 3.0 30-50 50 Brown to gray, fine SAND wIth small roots (SP) Brown to gray, fine SAND (SPl Brown, fine SAND (SP) LIght brown, fine SAND fSP) Bonng termInated Groundwater table encountered at 3.0 feet below the eXisting ground surface. atlantc testing & englneenng I I I I I I I I I I I I I I I I I I I ~8!3B!1999 14.48 407-532-2251 ENG DESIGN GRP PAGE 29 SOIL CLASSIFICATION PAGES atlan1a testing &. engineering 88/30/1999 14,40 4137-532-2251 ENG DESIG~j GRP PAGE 30 I Flaw Chart lor It;lentlfying C<;>anle-Gmll'l&d SoIl$. (I(lM than.!iO % llne3) I GROUP SYMBOL GROUP NAME I :9i-';"CIwl'M1~W..~"".d..:I1 "'-...-y..-,-, _GW ~ <lS"_~W.~...._,__ 2'5,....... ____ .....<1............ ...... _.......; I;AAVU. "..-> "..... ~GP ----------:.... '::'1S~ --d - '0000I'W 'f'...o~ ......'i""otf ::'1~");,,~- ~""'~IY~WtUI ~ I ~_ ---------.:... r_..~.,..... 1""1.....< 1--a.."Oi _.._ ---------:.. r~.,...... 1--0.._ C>< GW-GM --------.;::<15:11: -.!~ w...~..._ ooM .... 21St;. ~ ------- w...........J-l: ........ -.-t:h..,!lt ~ ~ Gw.GC <v.o... ......____...._......... _..." ------';::<';15" ..... - WooIj..._ ...-I..................... ..... ,GP-GM ------.:.. <15'" _ -- -,...- "oool _~ tlI< ;:.:.5"'......_ _........ ,,_-""'.... """ .."" . G P-GC ------.:. <,S'>'..... ___ _~ ......... ....... --.....y 2:'5-':'.- - .......y "........-..........y 4,," .-.0 , GM --------=.. <lS".-___SoI.,..._ 21 "..... ~ ..,.. .._ ....... -.I GC <\~,.__o._.._ ~~\{'1....,1-a.._""_I"""'_nd <':15"'.....- ~r_L_.m l.......-a..... Cl5-.: ".... ...0..1 I :A.lIll "-<': I%~- -======'~""'Mt.;.tIII"'" <w............. r--ct....ct< 1O':t "11"111I ~r_L....~t< ..,...,.,.......... f....-.......n .... Ci SW'SM ~ <15,..._'_.........__-".~, ~ 151. ~ _______ w...........~..",."",f....... ~..III~ I""JlTiI't . SW.SC -----.:.. <lS"-._~ ".~......... -'-d.,. ~1.5~ ......-.1-------- w...r.l.....~ .......-4 -flI'I. .o4.,....-J I.~ SP-S M ---..:.::. < IS........... _ "-.._ .- ....~ ,a, ~ LSX. .......t---....... f"~...6olod: ~ ~ft HC'L...t'\.oi "'iln( Sp'SC <15"-"__._"___hdoy -------.....-.: 2 \5'" ...-.. --- ..~ ...J.-:i ~ ~th <.h-t -w1 tI..........J I 2.15" '-I ---:-'l.....--:LL_... ~.. SM ~ ~:;~::::==~::: _.. ....., ~ ~~ SC <IS........__~....... ~2:1S"l..............~O'.....,.........,wl"d\...-...- "O~$I'Q6(I~ ue ~ on e:<lo'T\atlng amounts '" li<le$ :Wld MId gravel I" 1M oe.atrt$l 5:r. I ~ Row CfulI1 fO/'" ldenutytng l~re R/1&-GraIned ~l {SD X or moro fifle'J toup SYMBOL GROUP NAME I <3o":i; phil No.200 ~ <15% pl." No 100 < 15-25"," ploJj No 200 CL -< .,;; uod 2:'" Cllllr~Ycl --------=- <15'1. Ilru-t ~lO'1, pi,,, No 200 :1:.15'; 11........., %~nd <.':(.\I"'a....1 ~ <lS%urwl <:15" und - L.... "lay ------:. ;r. ..nod~" (lra""l ~ Lo&I.O c>>y w{\h un.:! " ..nd <,. p.....l- u... ~ ..rtt> ;.........1 · .s.ooy k.n do:y .. s.rnty.... n dcy W lth II ruol .. s.-.Uy ""on d.y ~ C......,lly l...n ct.y .....ltt! "'nd I I < <:Jlni:. ph.!. No 200 <15"," pl<!1 No 200 ------.....,;: 15-25% pkto N..:zOO --------:... % ..Ad~" Il........l ML '1.u<>d<,"II.-.....l _________'"...nd ~%oj\)f....l ____ ~ <15%'f."1 .:.2:30':f.pt". N-o :zoo ~ ------~lS,.I."...j 7. hnd <" \lr...,1 ____ ~ <15'1. und --- .<!.15,. send , Slit ~ Sill _...1. ....nod I S. It with 11'.....1 - Sat>dy ..1\ ... s..ndy..1 t ",,"h 1/,.."".1 · G,.....Uy 011'1: . G.....Uy :wll wnh ...nod I I < <3O"J.,. plv. No 200 ~ <lS" "lo.o No,.zoo 1$.25" plot No ~Q(I ----..::.:" l.md2".4 Qtnfl C H " ...no;l -a lIf....' -< % nnd ~"01 0<:>...1 ------.:. <15% OJ':"... ~3ll% pillS. No. ZOO ;:::1 S',(, 8r.."'f1 .,.....nd <" 8.."",1 ~ <15~..Rd ~15',(, IA{ld .. Fct g..y · F.-t day ....ltb uod .. F ~ day ....fIb Qln'el · SuWy'..: ~ .. $andy 1ft cQy ,..rtI1 Qf""' · G......Uy fat dlIy .. G('lIY<llIy (on day .....rtl1 sand I <JlI% p/u~ N.. 200 ~ <15':10 ~ N-o, 200 < 1&';!:s% piu. No.200 ----:. '}';......t ~ IIf.....! M H " ...1Ml <f. II........! -<::::: "..nd .i;'l(, of 8<.....1 ------::: <;1''; 8rnti ~~ pjUl No 200 ~1!i'; gt..ve1 L - " ...nd <" C._I ----...;.. <151.; god ~1S'1o u.... ~ IlI'l;I ~ on ~ ~ Q1l'1i>u;. $MIi, l'tld ~ to U'O nearest 5 %. " Elut.c: .lIt ~ E~ slIt WTttI sand ... ElaWc lilt with \1"....1 .. Sandy <I'-t1 k tilt · S&ndy riutM: oilt Wrtl1 ~Nl · ~-..tly <IlastMlllilt .. G~ly..l.utl",.oIIt witt. ~ I 1E 39\i'd " -n o ..., CIl ~ 2. (Q ~ tf) ~ !. 3 ~ Il) - ....5- -..., o 0 -. c: In tI) o '" ::r OJ <- ::l l!J en .... o --" '" U rn ..... (') CD ::I .-.. -0 OJ (n !!!- ::l 10 ...... =r ~ Z o ~ o o In CD < CD C UI 0> III a. C w UI <- 3 tT o tI) r: o ::1' Q.I UI Q :f 6 o III ::l 0.. () III -< CD <- -0 CD m ,..,. - ==-0 :T 3 ..5. ~ g: ;;:; c: UJ 013 Q..~ 00 rn "0 -j TI 0" ., o c: UJ o 10 III :J o 3 OJ .... ,...,. m .... .,,"'U WpI '" Ill" :: ~.. Q Q - ..... -<.: -<.: ... ... ::r- ::r i:l> i:l> ,?:1 o ., l!J i:l> :J n o 0- o --, ~ () ':J W .:' 0- C --, ? o ..., 10 0- ~ ." rn II) ..... Q:r.: tOtO 1>>::1' :J-<: Ou CI) lU ;:::;-~ V> 0 rn :J () o..~ f2.~ Ql OJ ~:J 0.. s,(f> 2"g (() 0.. ::r <- v () i'i!ii) VI":: r+ In n In i:l> ::J 0.. <- "U ." W ..... t1J .< ::I: to ;;;r () 0-0 3 ri-"" ~ ..:: on II o ...., o o o ..... 0:3: o 0 n i:l> ll.l (') :J m Ci-g I>> VI :T~ ;;;: VI In....o::c::!l ::r<:_::J iirw a> iPm ,[;J(Q.....iO Z::>01..... o :: o:!:' - #.::l f>,,)::J I!> 0<<>0"0... 0""'< .....----,or ~3Em ~ j::;.CIn<;; <nmP:~g 2m r;!3 U) ;:;. I ~ :s: :c on rr "'U "0"0 m If) W III m III r"> .... Q Q Q .... -<.: (') ::r m ~ ... .... ....:-< o 0 :r ::r- III W ?-;:!. o -. to Il) ::l (') o c.. Q o -, {) o o ... Q- Q) ...... o 3 ro o w o c: U1 ~ ~:;~ ;gj ~ .:E :;J ~ ::l "0 o..~ j __{/}",. (") 0>. ~ ~- ; ~ -< Z;ggs w"<O[p ::l 0 ~ In Q.iiic:w O-"::::{/};:J Ql~"'~g- < 'J> ::+. {/} !;II In III O::J ;;:. -0.. -< 0< 0 ~ 0 -. ..... U> u '" 0);:; ~-< - {) o _ ;:;';00 tu -<< <11 de:J9 N9IS3a 9N3 z~~o o 5 III -h (Ll ~ 0 ~ -. o' 0 ,.. w ::r:l-, III V> :J (1) ;:rmCll ~Olll -...-::1 Uia... ......< o {IJ < 0 m =- .... In :s: r mCll os:. CIl V ""'0 ... .... NlV o 0 ..... ..., D 01 ill '" .... o 3 3 o 0 -. ..... ClI ClI " . .... "< (') :T III ;::. ""U"u"'z 0 -_<tI 0 0'" O _.D..... I;> CD c: ...--. ~ '" ::;- 3 ~.C1 ..... Ul <tI ro -0- -...1;;3 (tl,PlO m ~ 0 ....... Ill~::l::lxrn ::l '-'lOOCl o....,..rn Ill- m III 0 O"~~ 0-.... 00-...... 00- <:: ~ ;is>.. ~~~ ..... 0 ....:! J:>. _.;~ ~m, o..Q1 3:p ~;J Q).!....- =- ~ ;J m g ~ w OCJjUJG) -",-nJOl w'-::Iu -<-<0., <11"''''10 '< III .., In::l W wo..O- ::I CI> rn D.~ c... tn (/) 0 ...... ~ -.. o :J> -< ~ ....: ::n :J CD Q..-<" 1ll(Q ....: -. ltI 0> -< < tg~ tll"< c:; ~ -<>> -<~ "" In 01 ;J c.. In u:I ..., 01 <: ell C ::I D 3 In m ;J 0- .;" ..:<: :;'m CI.I -. :::I co ct> z..... o .p. en ~ G)G'l ()~ <? 01 -.l. -->. ~r-.;. o 0 ..., ..... 3 3 o 0 ..., .., w n> .. . :::E3! o m <:: rn ~ trl -...1:;- Q.Io !>> ::J :::I a....p. ~~ o <- ~ en _ )>0 , :E ::I J> w :;:> QI ::f m n U> to G> n;-;:CJ.D) <-< W -. < 0.. 0> (J) ClI <: r;; 0.. m - 0 Ul!/} -. 16 -, w c.. (Il 0.. Ul OJ ::J CL Ul n ;:::;- -< 01 fIl -< en CI) ;J -<: D... rn-< OI{D ::J -. D...w -< < (D w w __rn <.: w VI ~ .... CI <: rn .:;: rn 01 ::I 0.. Q') rn tD <: ~ ......<:-() ir~ og ..... -'<-. -'COCDw z::r.....ro .... 01 ' ? 0 oCQ f>.)Oif::~ o 8l. :J o rn l;r' It! t1> -< n.. -. - n -. c ~ 01 :::..(3 o tl) ::l ::r'wQ Q) 0 ., _ Dl -u;-< D_~ .....0- <;"< .:II .... C) \J o , rn '" Z 0 o 0"" ~ u -a., 3 c... Cl -.- .:II -0 @ OlD ~ ~ .., ::J xID (0 0 ~ OJ - (tI rr~"""'" o ...... <U;J' III W OJ (0 ~ :J ;;; m ,-P> o.,W ill ::l ~_........ gz. oW ..... G) :f; C ::J -t> o 3 , (0 i>> D... en CL. to ..... PI < ro U) f.O ---. PI < tl> W Ul W ::J CL. - Q) ;J Cl... -< (0 i>> <; ~ m 1!O2'::2'::-2'::ES-L131> Gl ~ ? 01 . :;'f m tv TI OJ Ow ~(J)~ 1b;:r' < 0> m ~ (J) r: "U u (Il 3 w ~ m ... -< ~ CD .D C U>G) -< -. 3 0 o-r:: OU .... Ul 3 ro ;J ...... UI ~ ~ o -. CI <:: In o ::J (I') c o (l) U> '" u o :::J I I I I I I ..-. l" .... ...... CD -, I c U'J ... 01 U o -. m - o -. <- n C> I,./l '" ~ 0> ...... m ~ C 01 2 -< -n U> _ rom >< CI a;rn ::!.o 3 r== ~ 0 - r- (I)> -en Ql (f.l !:!.. o " ;J 0 C> ;:t:. ~:::! :pO (I:IZ -l S 0- N .;:.. co -..J m (jJ -l I I I ...... C':I ill r+ I o ;J o ~ ~ I ...... \'C ~ w I I I I I I I 131> t>1 5551!~F/R~ I- I I I I I I I I I I , I . , , I I I I ~~f3~f1993 14 40 407-532-2251 ENG DESIGI'I GRP PAGE 32 CORRELATION OF STANDARD PENETRATION RESISTANCE WITH RELATIVE COMPACTNESS AND CONSISTENCY S"'t1d and Gravel Standard PenetratIon ResIstance Blows/foot RelatIve Comoactness 0-4 Very Loose 5-10 1 1 -30 31-50 Loose ~ MedIum Dense Dense Over 50 Very Dense Silt and Clay Standard Penetration Resistance Blows/Foot ConsIstency 0-' 2-4 Very Soft Soft 5-8 9- 15 1 6-30 31-50 FIrm Stiff Very StiTf Hard Over 50 Very Hard I I I I I I I I I I ~ , , , , , ~ I I 1218/3121/1999 14 40 41217-532-2251 ENG DESIGN GRP PAGE 33 ASFE INFORMATIONAL PAGES .. atJanta testing & engIneering BB/30/1g99 14 40 407-532-2251 I I I I ENG DESIGN GRP PAGE 34 IMPORTANT INFORMATION ABOUT YOUR GEOTEGlNICAL ENGINEERING REPORT Mo(e consrructlon problems are caused by Site subsur- face condmof1$ than any other factOt A5 troublesome as suosurface problems can be, their frequency and extent have been lessened considerably In recent years, due 10 large measure to programs and publications of ASFEI rhe AsSOc.latlon of Eng10eenng Firms Practicing m the GeosCIences T~e {ollowmg suggestions and observations .He offered to help you reduce the 1"2oteehmcal-related delays, cost--overruns and other costly headaches that Can occur durmg a construction prOlect. I I I A GEOTEG-INICAL ENGINEERlNG REPORT IS BASED ON A UNIQUE SET OF PROJECT.SPECIflC FACTORS I A geotechnical engmeenng report IS based on a subsur- face exploratIon plan designed to Incorporate a umque set of prolecr-speoflc faCtors. These typically mdude the general nature of the structure lIwolved, ItS SIze and confl~ur;:>tlon. the location of the structure on the SIte and Its one-matlon, phYSIcal concomItants such as access (oads. parkmg lots and underground UUlltJes, and me level of addItIonal r1sk whIch the dlent assumed by vIrtue of Ilml~ttOns Imposed upon the exploratory program To help aVOId costly problems consult the geotechmcal engmeer to de term me how any factors whtCh change subsequent to the date of the report may affect Its reeom mendatlons Unless your consultmg geotechnICal engineer mdlcates otherwise gour geotechl11ca/ t'nglneUl)1g report 5ftDuld not &e used · When the nature of the proposed Smlcture t.S changed, for example, If an offICe bulldmg wIll be erected Instead of a parking garage or If a refnger. steel warehouse will be bUilt mstead of an unre- fngerated one. . when the size or configuration of the proposed Structure IS altered . when the location or onentatlon of the proposed' strUcture IS modified . when there lS a change of ownershIp or . for application to an adlacent Site Gt'otecfl1tlcal Ott}m.eers cannot auem fl!SpOliSlDrllty tor problems which may develop If thty are not lOliSl.lIted o.{rtr factors conSid- ered !II tnelr reports development nave chang/'d I I I I I I I , , I I MOST GEOTECHNICAL "FINDINGS" ARE PROFESSIONAL ESTIMATES Slt@exploi'3tlon Identifies actual subsurfac@ condl[[ons only at those points where samples are raken, when they are taken Datct denved through sampling and sub- sequem laoon.ltory testing are extrapolated by geo~ techmcal engmeers who then render an opinion abolJt overall subsurface condltlons theIr likely reaCtlon to proposed constructIon acnvlty. and appropnate founda~ t(on deSIgn. Even under opnmal Clrruffistances actual c.ondmons may dIffer from those Inferred to eXIst because no geotechnical engmeer no matter how qualifIed and no subsurface exploration program no maner howcomprehensJve. can reveal what IS hidden by earth ted;. and time The actualll1terlace between mate- rials may be far more gradual or abrupt than a report indIcates. Actual condItIons In areas not sampled may differ from preclJctlons. Nothing call be dOl1e to prevent tfte unantmpaltd hut stLps call be taken to nelp II1Jl1lmlZ2 tJieJr 11llpMt For thiS reason most ~penr:nced owrtUS retllm their geotecftlllctJl COMU(talltS Uimugh tftt wtlstnu:tlOPl stage to lden~ trfy variances conduct additional tests whIch may be needed and to recommend solutIons to problems encountered on site SUBSURFACE CONDITIONS CAN a-tANGE Subsurface condmons may be modified by constantly- changmg natural forces. Because a geotechnical engl- neermg report IS based on condltJons which existed at the ttme of subsurface exploratton constructlOrt declS10Pf$ snould not ae based on a gelllecnllJcal mglileenng 7'f!port wnose adequlJr:tj may nave hem affected by Ume Speak With the geo- technical consultant to learn If addttlonal tests are adVisable before conSO'\Ictlon starts Constructl0n operatIons at or adl3ce'nt to the site and natural events such as floods earthqual{es or ground- water fluctuations may also affect subsurface conoltlons <l nd thus the cantl nu mg adequacy of a geotechn leal report The gemechmcaJ engmeer should be kept apPrised of any such events and should be consulted to determme If addItIonal tests are necessaf1l GEOTEG-INICAL SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES AND PERSONS Geotechnical engineers reports are prepared to meet the speCific needs of SpeclftC indiViduals A report pre~ pared for a consultIng ovl1 engineer may not be ade- auate for a canstn.Jctlon contractor or even some other consulting OVII enilneet Unless mdlcated otherwIse, thiS report was prepared expressly for the dient Involved and expressly for purposes mdtcated by:he dlent Use by any other persons for any purpose or by the dlent for a dIfferent purpose, may result m problems. No mdl- v r dua I other Ina" tlte: d I en! shou.ld apply !filS teport [or I fs ! n/e1lded pu nme: wi/flo ut first GCn fer ring wltJi tfle geotedtlllw f mgmur ND pmOM mould apply thIS rlP'Jrt for all!:l purpose other tMn tkat oflglllal11l contemplated wltJioul first conferring Ulllh Ille geatecnl1 Il a I mg mttt' 88/38/1999 14 40 407-532-2251 I I I I I I I I I I I I I I I I I I I ENG DESIGN GRP PAGE 35 A GEOTEG-INlCAL ENGINEERING REPORT IS SUBJECT TO MISINTERPRETATION Costly problems can occur when orner deslgn proles- slOnals develop their plans based on miSinterpretations ot a geotechnll:al engmeenng report 1h help avoid these problems the geotechmcal engmeer should be retained to work with ather .;Ippropnate deslgn protes- Slonals to explam relevant geotechmcal fmdmgs and to review the adequacy of their plans al'ld speaf1catlons relative to geotechnlCdllssUes- BORING LOGS SHOULD NOT BE SEPARATED FROM THE ENGINEERING REPORT F\ol1al bonng logs are developed by geotechmcal engi- neers based upon thelf lnterpretanan of field logs: (assembled by 5He personnell and laboratory evaluatIOn of field samples Only final baring logs OlStOmanly are mducted In geotechnICal engmeenng reports. Thtsc lags shou.ld /lot under- Qily Clr'CUrI't5tances EM redrawn for Induslan m archItectural or other desJgn drawmg:>, because drafters may camml t errors or OffilSSlons in the transfer process. Although phorog:raphlc reproduct:1on ellmrnates ttus problem It does nothmg to mlnlmue the possl.bzJlty of COntractors ffiLSlnterpretJ.ng the log:; dunng bid prep.ara~ tJon When thiS occurs, delays. dISputes and unantlQ- pated costs are the all-roo-frequent result. 1b minImize the likelihood of bonne log mlSlnterprer.a. rlOn gIVe contractors WUlIj Q<<CSS 10 tf1e cornp(& gt:oteol1ucal etlgrl'll!'ulng report prepared or authonzed for thelr use Those who do nor prOVIde such access may proceed un~ der the mlSttllwr. Impression that Simply dlSdalmmg re- sponSibility for the aCGlracy of subsurface mformatlon always Insulates them from attendant Ilablhty Provldm€ the best: available IOfarrnanon to contractors helps pre- vent COstly constJuctlon problems and the adversanal aultudes which aggravate them to dIsproportIonate scale. READ RESPONSIBILITY CLAUSES CLOSELY Because geotechmcal engmeenng IS based extenSIvely on Judgmem and opmlon It IS far less exact than other des1g!1 drsclphnes ThIS Sltuatlan has resulted 10 wholly Un\liClrranted dalms being lodged agaInst ge<J~hnlcal consultants. 1b help prevent thrs problem. geotechmcal engmeers have developed model dauses for use In wnt- ten transmittals These are not exoJl~tory dauses designed to fOist geotechmcal engmeers' habllmes onto someone else. Rather; they are definitIVe dauses which Identify where geotecnmcaJ engmeers' respoflSl biJmes begm and end Thelf use helps all parties Involved ree- og1llZe thelf mdivldual responSlbllitJes and take appro- prlate act10n Some of these denmnve dauses are likely to appear In your geotechmcal engmeenng report. and you are encour<1€ed to read them dosely YOur geo- techmcal engmeerw,ll be pleaSed to grve fun and frank answers to your quesDOns. OTHER STEPS YOU CAN TAKE TO REDUCE RISK Your cansull:1ng geotechnical engmeerwlll be pleased to dISCUSS other technrques which can be employed to mlt- Igi3te risk. In addmon ASFE has developed a vanety or matenals whIch may be beneflClal Contact ASFE for a complnnentary copy of Its publications directory P-ubltSftd 5y ASFETHEASSOctA110N OF ENGlNEERtNG ARMS PRACTlCJNG IN lHE GEO$OENCCS 88] 1 CoJesville Road/Suite G 106/Silver Spnng, tvtaryland 2Q910/(30ll 565-2733 O!UlI.w I I I I I I I I I I I I I I I I I I I \ Appendix B Dra\Vdown/Recovery Analysis Stormwater Management System SWFWMD and City of Clearwater Design Report Bank and Retail Center 2760 Gulf-to-Bay Blvd. Clearwater, Pinellas County, Florida Apnl 28, 2004 Stillwater Technologies, Inc. November 4, 2003 050001 SWFWMD Rpt01 doc Stdlwater TechnologIes, Inc I I PONDS Version 320108 Retention Pond Recovery. Refined Method COPYright 2000 Devo Seereeram, Ph D" P E. NOR.1H fJRy Prolect Data I I PrOject Name Clearwater Bank and Retail Center Simulation Descnptlon Recovery AnalysIs - NDRY Retention Area Project Number #050-001 I Engineer Rick Blecha Supervising Engineer I Date 04/26/04 I AqUifer Data I Base Of AqUifer Elevation, [B] (ft datum) Water Table Elevation, [WT] (ft datum) HOrizontal Saturated Hydraulic Conductivity, [Kh] (ftlday) 2200 2700 I Ftllable Porosity, [n] (%) 200 2000 Vertical infiltratIon was not considered I Geometry Data I EqUivalent Pond Length, [L] (ft) Equivalent Pond Width, [W] (ft) 620 500 I Ground water mound IS expected to Interseclthe pond bottom Staqe vs Area Data I Slage (fl datum) 2900 3000 3100 3200 Area (f12) 9340 1557 0 2334 0 32180 I I I I I I Clearwater Bank and Retail Center 04-26-2004 16 44 39 Page 1 I I PONDS Version 3 2.0108 Retention Pond Recovery M Refined Method CopYright 2000 Devo Seereeram, Ph D , P E. I Scenario Input Data Scenano 1 Slug Load 1681 CF I Hydrograph Type Slug load Modflow Routing Routed with Infiltration I Treatment Volume (ft") 1681 Initial ground water level (ft datum) default, 27 00 I Time After Time After Storm Event Storm Evenl (days) (days) 0100 2000 I 0250 2500 0500 3000 1 000 3500 1 500 4000 I I I I I I I I I I I I ClealWaler Bank. and Retail Center 04-26-2004 16 44 41 Page 2 I PONDS Version 32,0108 Retention Pond Recovery - Refmed Method COPYright 2000 Devo Seereeram, Ph.D" P E I Detailed Results Scenano 1 Slug Load 1681 CF I I E la psed Infiow Outs Ide Stage Infiltration Overflow Cumulative Cumulallve Cumulative Time Rate Recharge Elevation Rate Discharge Infiow I n filtration Discharge Flow (hours) (It'/s) (ftlday) (It datum) (1I'/s) (It'ls) Volume (f1') Volume (f1') Volume {f1'j Type 0000 280 1667 o 0000 29 000 o 00000 o 00000 00 00 00 NA 0002 2BO 1667 o 0000 30 262 o 08448 o 00000 16810 05 00 S 2400 o 0000 o 0000 30 062 o 03092 o 00000 16810 3372 00 S 6000 o 0000 o 0000 29 90S 001591 o 00000 16810 5808 00 S 12000 o 0000 o 0000 29 739 o 00965 o 00000 16B10 8203 00 S 24 000 o 0000 o 0000 29518 o 00582 o 00000 16B10 11137 00 S 36 000 o 0000 o 0000 29 344 o 00428 o 00000 16810 13227 00 S 48 000 o 0000 o 0000 29199 o 00334 o 00000 16810 14832 00 S 60 000 o 0000 o 0000 29 073 o 00229 o 00000 16810 16116 00 S 72 000 o 0000 o 0000 28 947 o 00080 o 00000 16810 1681 0 <f.- 00 S 84 000 o 0000 o 0000 2B 820 o 00000 o 00000 16B10 16810 00 S 96 000 o 0000 o 0000 28714 16810 1681 I} 00 NA I I I I I I I I I I I I I I I Clearwater Bank and Retail Center 04-26-2004 16 44 41 Page 3 I PONDS Version 32.0108 Retention Pond Recovery - Refined Method Copyright 2000 Devo Seereeram, Ph.D, P E So tITHE/rt; r I PrOlect Data I PrOject Name Clearwater Bank and Retail Center I Simulation Description Recovery AnalysIs - SE Retention Area PrOject Number #050-001 I Engineer Rick Blecha Supervising Engineer I I Date 04/26/04 AQUifer Data I Base Of Aquifer Elevation, [B] (ft dalum) Water Table Elevatlon, [WT] (ft datum) HOrizontal Saturated Hydraulic Conductivity, [Kh] (fUday) Flllable Porosity, [n] (%) 2200 2700 200 2000 I Vertlcalmfiltratlon was not considered I Geometry Data I Equivalent Pond Length, [L] (ft) EqUivalent Pond Width, [W] (ft) 600 200 I Ground water mound IS expected to Intersect the pond bollom StaCIe vs Area Data I I Stage eft datum) 2900 3000 31 00 3200 Area (ftZ) 360 3340 6230 9aO 0 I I I I I Clearwater Bank and Retail Center 04-28-2004 01 15 07 Page 1 I I PONDS Version 3 2.0108 Retention Pond Recovery - Refined Method Copynght2000 Devo Seereeram, Ph D., P.E. I Scenano Input Data Scenano 1 Slug Load 930 CF I Hydrograph Type Slug Load Modflow Routing Routed with Infiltration I Treatment Volume (ft') 930 Initial ground water level (ft datum) default, 2700 I Time After Time After Storm Event Storm Event (days) (days) 0100 2000 I 0250 2500 0500 3000 1000 3500 1 500 4000 I I I I I I I I I I I I Clearwater Bank and Retail Cer'lter 04.28-2004 01 t 5 08 Page 2 I PONDS Version 32.0108 Retention Pond Recovery - Refined Method CopYright 2000 Devo Seereeram, Ph,D., P E. I I Detailed Results Slug Load 930 CF Scenario 1 I E la psed Inflow Outside Stage Infiltralion Overflow Cumulatlve Time Rate Rec harg e Eleval,oo Rate D I 5charg e Infiow (hours) (It'Is) (ftIday) (ltdatum) (ft'ls) (Wls) Volume (W) 0000 155 0000 o 0000 29 000 o 00000 o 00000 00 0002 155 0000 o 0000 31384 013210 o 00000 9300 2400 o 0000 o 0000 30 908 o 02891 o 00000 9300 6000 o 0000 o 0000 30516 001335 o 00000 9300 12000 o 0000 o 0000 30 085 o 00585 o 00000 9300 24 000 o 0000 o 0000 29474 o 00248 o 00000 9300 36 000 o 0000 o 0000 28941 o 00059 o 00000 9300 48 000 o 0000 o 0000 28713 o 00000 o 00000 9300 60 000 o 0000 o 0000 28 539 o 00000 o 00000 9300 72 000 o 0000 o 0000 28 402 o 00000 o 00000 9300 84 000 o 0000 o 0000 28291 o 00000 o 00000 9300 96 000 o 0000 o 0000 28199 9300 I I I I I I I I I I I I I I Cumulauve Cumulative I nfiltra 1100 o 15ch arg e Flow VOlume (ft') Volume (It') Type 00 00 NA DB 00 S 322 7 00 S 5344 00 S 7154 00 S 8794 00 S 930 0 '"- 00 S 9300 00 S 9300 00 S 9300 00 S 9300 00 S 9300 00 NA I Clearwater Bank. and Retail Center 04-28-2004 01 15 09 Page 3 I PONDS VersIon 3.20108 Retention Pond Recovery - Refined Method COPYright 2000 Devo Seereeram, Ph D , P,E 5"01(-'" If I Prolect Data I I PrOject Name ClealWater Bank and Retail Center Simulation Description Recovery AnalysIs ~ S Retention Area PrOject Number #050-001 I I I Engmeer Rick Blecha Supervising Engmeer Date 04/26/04 AqUifer Data Base Of AqUifer Elevation, [8] (ft datum) 2200 I Water Table Elevatlon, [WT] (ft datum) 2700 I I I HOrizontal Saturated Hydraulic ConductIVity, [Kh] (ftlday) Flllabfe Porosity, [nJ (%) 200 2000 Vertlcalmfiltratron was not considered Geometry Data EqUivalent Pond Length, [L] (ft) EqUivalent Pond Width, [W] (ft) 600 360 I I I I I Ground water mound IS expected to mtersect the pond bottom Sta~e vs Area Data Stage (ft datum) 2900 3000 3100 3200 Area (ft") 3090 12130 1560 0 1945 0 I I I 04~2a-20D4 D 1 13 59 Page 1 Clearwater Bank and Retail Center I I I PONDS Version 3.20108 Retention Pond Recovery - Refmed Method COPYright 2000 Devo Seereeram, Ph D., P.E Scenario Input Data ScenariO 1 Slug Load 776 CF I Hydrograph Type Slug Load Modflow Routing Routed with Infiltration I Treatment Volume (fP) 776 lmtra] ground water level (ft datum) default, 2700 I Time After Time After Storm Event Storm Event (days) (days) 0100 2000 I 0250 2500 0500 3000 1 000 3500 1500 4000 I I I I I I I I I I I I Clearwater Bank and Retail Center 04-28-2004 01 14 00 Page 2 I I PONDS Version 3 2.0108 Retenllon Pond Recovery - Refmed Method Copynght 2000 Devo Seereeram, Ph 0, P.E Detailed Results Scenario 1 Slug Load 776 CF I I Ela pseu Inflow Outslue Stage I nliltra lion Over1low C umulalive Cumulallve Cumulallve Time Rate Recharge Elevation Rate Dlscherge Inftow I nfillratron 01 scha rge Flow (hours) (ft'/s) (ft/day) (ftuatum) (ft'/s) (ft'ls) Volume (W) Volume (ft') Volume (W) Type 0000 129 3333 a 0000 29 000 o 00000 a 00000 00 00 00 NA 0002 129 3333 o 0000 30012 o 06690 o 00000 7760 04 00 S 2400 o 0000 o 0000 29781 o 02362 o 00000 7760 2595 00 S 6000 o 0000 o 0000 29 584 001168 o 00000 7760 4413 00 S 12000 a 0000 o 0000 29 356 o 00646 o 00000 7760 6088 00 S 24 000 o 0000 o 0000 28 992 000194 o 00000 7760 776 a ~ 00 S 36 000 o 0000 o 0000 28 743 o 00000 o 00000 7760 7760 00 S 48 000 o 0000 a 0000 28 566 o 00000 o 00000 7750 7750 00 S 60000 o 0000 a 0000 28 430 o 00000 o 00000 7750 7750 00 S 72 000 o 0000 o 0000 28 322 a 00000 o 00000 7760 7780 00 S 84 000 o 0000 o 0000 28 232 o 00000 o 00000 7760 7760 00 S 96 000 o 0000 o 0000 28157 7760 7760 00 NA I I I I I I I I I I I I I I I 04-28-2004 01 1401 Page 3 Clearwater Bank and Retail Center I I PONDS Version 3.20108 Retention Pond Recovery - Refined Method Copynght 2000 Devo Seereeram, Ph.D, P E Sotri'HIlJEsr PrOlect Data I I PrOject Name Clearwater Bank and Retail Center Simulation Description Recovery AnalysIs - SW Retention Area Project Number #050-001 I I Engineer Rick Blecha Supervising Engineer Date 04/26/04 I AQuifer Data I Base Of Aquifer Elevation, [8] (f! datum) Water Table Elevation, [WTJ (f! datum) HOrizontal Saturated Hydraulic Conductivity, [Kh] (flIday) Flllable Porosity, [n] (%) 2200 2700 200 I 2000 Vertical infiltration was not considered I I I Geometry Data Equivalent Pond Length, [L] (ff) Equivalent Pond Width, [\N] (ff) 400 160 Ground water mound IS expected to Intersect the pond bottom Stage vs Area Data I I I Stage (ff datum) 2900 3000 3100 3200 Area (f!') 530 3580 6180 9270 I I I I 04-28-2004 01 1432 Page 1 Clearwater Bank and Retail Center I I PONDS Version 3.2.0108 Retention Pond Recovery - Refined Method COPYright 2000 Devo Seereeram, Ph D., P E Scenano Input Data I I I Scenario 1 Slug Load 611 CF Hydrograph Type Slug Load Modflow Routing Routed with infiltration Treatment Volume (fP) 611 Initial ground water level (fl datum) default, 2700 I I I I Time After Storm Event (days) 0100 0250 0500 1000 1 500 Time After Storm Event (days) 2000 2500 3000 3500 4000 I I I I I I I I I I ClealWater Bank and Retail Center 04-28-2004 01 14 34 Page 2 I PONDS Version 3.20108 RetentIon Pond Recovery - Refined Method Copyrtght 2000 Devo Seereeram, Ph.D, P.E I Detailed Results Scenario 1 Slug Load 611 CF I I Ela psed Innow Outside Stage Infll tra\lon Overflow Cumulallve Cumulative Cumulalive Time Rate R echarg e Elevation Rate DI sc harg e Inflow Infiltrallon Discharge Flow (hours) (ft'/s) (flIday) (ftdatum) (ff'/s) (ft'/s) Volume (ft') Volume (ft') Volume (ft') Type 0000 101 8333 o 0000 29 000 o 00000 o 00000 00 00 00 NA 0002 101 8333 o 0000 30 862 a 05002 o 00000 6110 03 00 S 2400 00000 o 0000 30 489 o 01809 o 00000 611 0 1995 00 S 6000 a 0000 o 0000 30179 o 00879 a 00000 6110 3371 00 S 12000 o 0000 a 0000 29 832 o 00477 o 00000 6110 4615 00 S 24 000 o 0000 a 0000 29 299 o 00173 o 00000 6110 5816 00 S 36 000 o 0000 a 0000 28815 o 00034 o 00000 6110 6110~ a a S 48 000 o 0000 o 0000 28 542 o 00000 o 00000 6110 6110 00 S 60 000 o 0000 o 0000 28 349 o 00000 o 00000 6110 6110 00 S 72 000 o 0000 o 0000 28 203 o 00000 o 00000 6110 611 a 00 s 84 000 o 0000 o 0000 28 088 a 00000 o 00000 611 a 6110 00 S 96 000 o 0000 o 0000 27 996 6110 611 a 00 NA I I I I I I I I I I I I I I I 04-28-2004 01 14 34 Page 3 Clearwater Bank and Retail Center Appendix C CN and T of C Calculations Stormwater Management System SWFWMD and City of Clearwater Design Report Bank and Retail Center 2760 Gulf-to-Bay Blvd. Clearwater, Pinellas County, Florida Apnl 28, 2004 Stillwater Technologies, Inc. November 4, 2003 OSOOOl-SWFWMD RptOl doc Stlllwater TechnologIes, Inc I Drainage and Surface Water Managemenl CalcuJatlons I Shoppes at Gulf-to-Bay 050-001 Rick Blecha 3/23/2004 PrOject Name PrOject Number Eng !neer Date I " ',:,"' lA;teaailltiicN"CalcuH1Jon;A~.~ \~'.,,'4iI41:'T,'*0r;'~"':r~' :~: ;n:~ ..1 ''''Jf,~:., ,Sf'!",,!:, :~4t<' 1 I BASIN INORTH (N) Pre.Develooment. Type of Cover I Area I Area I Curve I Sum (ac} (SF) Nu mber (CN) EXisting BUilding 0000 - 95 000 EXISting Woodeu Areas 2220 96,703 79 175 38 Proposed Builulng 0000 - 98 000 Proposed Pond 0000 - 100 000 Pavement/Concrete Areas 0000 - 98 000 Grass Area 0000 - 80 000 TOTAL 2220 96 703 175 38 Pre-Development CN '" Total Sum I Total Area '" 7900 Use 79 I I I I I BASIN ISDUTHEAST (SE) I Pre-Develooment. Type of Cover I Area I Area I Curve I Sum (ac) (SF) Number (CN) Exlsllng BUllulng 0000 I - I 95 I 000 EXlslrng Wooded Areas 2220 96,703 79 175 38 Proposeu BUilding 0000 - 98 000 Pro posed Po n d 0000 - 100 000 PavemenllConcrete Areas 0000 - 98 000 Grass Area 0000 - 80 000 TOTAL 2220 96,703 17538 Pre-Development eN '" Total Sum I Tolal Area '" 7900 Use 79 I I I I BASIN ISOUTH (S) I Pre-Devefooment Type of Cover I Area I Area I Curve I Sum (ac) (SF) Number (CN) EXisting Buildln9 0000 I - 95 I 000 EXisting Wooded Areas 2220 96 703 79 I 175 38 Proposed BUilding 0000 - 98 I 000 Proposed Pond 0000 - lOa 000 PavemenllConcrele Areas 0000 - 98 000 Grass Area 0000 - 80 000 I TOTAL 2220 96 703 17538 Pre-Development CN '" Total Sum I Total Area '" 7900 Use 79 I I I I F,le 050001.{jralnage.calc-wyatlOl xis Posl-Oevelopment Type of Cover I Area Area I Curve I Sum (ac) (SF) umber (CN) EXlstmg BUilding 0000 - 95 I 000 EXisting Wooded Areas 0000 - 79 000 Proposed BUilding 0070 3,046 98 685 Proposed Pond 0152 I 6,608 100 1517 Pavement/Concrete Areas 0553 24,090 98 54 20 Grass Area 0152 6606 80 1213 TOTAL 0926 40,350 8835 Post-Development CN '" Total Sum / Total Area '" 9538 Use 96 Post-DeveloDment Type of Cover I Area I Area I Curve I Sum (ac) (SF) umber (CN) EXIStl ng BUilding 0000 - 95 I 000 Existing Wooded Areas 0000 - 79 000 Pro posed B u rldin 9 0152 6,600 98 I 1485 Proposed Ponu 0014 623 100 I 143 Pavement/Concrete Areas 0254 11,071 98 2491 Grass Area 0093 4030 80 740 I I TOTAL 0512 22 324 4859 Post-Development CN '" Total Sum / Total Area '" 9481 Use 95 Post-DeveloDment. Type of Cover I Area I Area Curve I Sum (ae) (SF) umber (eN) Exlsllng BUllulng 0000 - 95 000 EXisting WOOded Areas 0000 - 79 000 Proposed BUllulng 0000 - 98 000 Proposed Pond 0038 1655 100 3 sa Pavement/Concrete Areas 0338 14741 98 3316 Grass Area 0051 2238 80 I 411 I TOTAL 0428 18,634 4107 Posl-Development CN '" Total Sum I Total Area '" 9602 Use 96 Page 1 of 2 Dale 5/1 V03 I Oramage and Surface Waler Management Calculations Reach I Flow I ype I \"} I upper t:nu I Lower "nu I "'Jope (run!1 Ground Cover I C'laln all I C'lougnness I \IUS) I \mln} 1 Sheet Flow 126 5780 5530 0020 Dense grasses 45 0240 NA 1446 2 Shallow Conc Flow 250 000 000 0000 NA NA 145 005 I Shoppes at Gulf-to-Bay 050-001 Rick Blecha 3/23/2004 PrOject Name Project Number Engineer Date I BASIN I SOUTHWEST (SW) I Pre-Develooment. Type of Gover I Area I Area I Curve I Sum (ac) (SF) Number (CN) Exlsllng B ultd I ng 0000 - 95 000 EXlsllng Wooded Areas 2220 96,703 79 175 38 Proposed Buliulng 0000 - 98 000 Proposed Pond 0000 - 100 000 PavemenVConcrete Areas 0000 - 98 000 Grass Area 0000 - 80 000 TOTAL 2220 96 703 175 38 Pre-Developmenl GN = Total Sum I Total Area = 7900 Use 79 I I I I I I I Time ofIConcentratlon'GalculatlOn, , A Pre-Development ~ ! IJ. .... ::" I I I I I I I I FIle 050001 dramage calc-wyal\{)1 xis Post-Develooment. Type of Cover I Area I Area I Curve I Sum (ac) (SF) umber (CN) EXisting BUilding 0000 I - 95 000 Existing WOOded Areas 0000 - 79 000 Proposed BUilding 0038 1,654 98 372 Proposed Pond 0014 612 100 140 PavemenVConcrete Areas 0186 8110 98 1825 Grass Area 0098 4280 80 786 TOTAL 0336 14,656 3123 Post-Development GN = Total Sum f Total Area = 9283 Use 93 TOTALS AC SF % Proposed BUilding 0259 11300 012 Proposed Pond 0218 9,498 010 PavemenVConcrete Areas 1332 58,012 060 Open Ares 0394 17,154 018 TOTALS 220 95,964 100 -, Time of Gonc 1451 Page 2 of2 Dale 5112/03 I I I I I I I I I I I I I I I I I I I Appendix D ADICPR Model Inputs Stormwater Management System SWFWMD and City of Clearwater Design Report Bank and Retail Center 2760 Gulf-to-Bay Blvd. Clearwater, Pinellas County, Florida Apnl 28, 2004 Stillwater Technologies, Inc. November 4, 2003 050001-SWFWMD RptOl doc Stlllwater Technologies, Ine I PrOject Name Clearwater Bank and Retail Center I Project Number #050-001 Date 4/2812004 INPUT REPORT I -----Class Basln-------------------------------------- Basin POST-SE Node POST-SE Status On Site Type SCS Unit Hydr I Group BASE Unit Hydrograph UH256 Peak Factor 256 Rainfall File FLMOD Storm Durallon(hr 24 Rainfall Amount(ln) 9 I Area{ac) 0512 Concenlratlo Tlme(mln) 10 Curve # 95 Time Shlft(hrs) 0 DC1A(%) 0 I Post-Develop Condition Southeast Basin ---Class Basln------------------------------ I Basin POST-SW Node POST-SW Status On Site Type SCS Unit Hydr Group BASE Unit Hydrograph UH256 Peak Factor 256 I Rainfall File FLMOD Slorm Ouratlon(hr 24 Rainfall Amounl(ln) 9 Area{ac) o 336 Concentratlo Tlme(mln) 10 Curve # 93 Time Shifl(hrs) 0 I DCIA(%) 0 Post-Develop Condition Southwest Basin I ---Class Basln------------------------ Baslll PRE Node PRE Status On Site Type SCS Unit Hydr Group BASE I Unit Hydrograph UH256 Peak Factor 256 Rainfall File FLMOD Storm DuratlOn(hr 24 Ramfall Amount(ln) 9 I Area(ac) 2 22 Concentratlo Tlme(mlll) 1451 Curve # 79 Time Sh Ift(hrs) 0 DCIA(%) 0 I Pre-Oevelopm Condition I Advanced Interconnecte Channel & Pond Routing (ICPR Ver 220) [4] COPYright 1995, Slreamhne Technologies Inc I I Input Report ...*~.*;tr1ll;~~"T'Ji:iIr*wlli i1rw 'II ~ iIllll *-II:A *- .*,***~1Ir**'II: :a-*"',*~"";iIr"'1l;;lr1lnlr1ili i1r.....wilr...* Ir ---Class Plpe----------"--------------------------- I Name POST-S From Node POST-S Length (ft) 49 Group BASE To Node POST-SW Count 1 I UPSTREAM DOWNSTRE EquatIOn Average K Geometry Circular Circular Flow Both Span(ln) 18 18 Entrance Loss Coef 0 Rlse(m) 12 12 EXit Loss Coef 0 I File 050001-lcpr-rnput1 xis Page 3 of 32 I Project Name Clearwater Bank and Retatl Center I Project Number #050-001 Date 4/28/2004 INPUT REPORT I Invert(ft) 30 30 Bend Loss Coef 0 Manning's N 0012 0012 Outlet Cnlrl Spec Use dc or tw I Top Cllp(ln) 0 o Inlet Cntrl Spec Use dn Bottom Cllp(ln) 0 o Slablhzer OptIOn None I Upstream FHWA Inlet Edge Description Circular Concrele Square edge wf headwall I Downstream FHWA Inlet Edge Description Circular Concrete Square edge wf headwall I Equalizer Pipe ---Class Drop Stru ctu re--------~---------------- Name POST-NN From Node POST-NOR Length(ft) 171 I Group BASE To Node POST-NW Count 1 Outlet Cntrl Spec Use dc or tw Inlet Cntri Spec Use dn Upstream Geometry Hor Ellipse Downstrea Geometry Hor Ellipse I UPSTREAM DOWNSTREAM Span(lI1) 17 17 Rlse(m) 17 17 I Invert(ft) 2942 2914 Mannmg's N 0013 0013 Top Chp(m) 0 0 Bottom Chp(lI1) 0 0 I Enlrance loss Coef 1 Flow Both EXit Loss Coef 05 Equation Aver Conveyance I Upstream FHWA Inlet Edge Description HOrizontal Ellipse Concrete Square edge With headwall 29 Downstream FHWA Inlet Edge Description I Honzontal Ellipse Concrete Square edge With headwall 29 Strucutre Connectmg North Dry Pond to North Wetla I Advanced Interconnecte Channel & Pond Routing (ICPR Ver 220) [5] Copyright 1995, Streamlme Technologies [nc I I 1Iril: j,,Ji. ""**'*** Input Report 1Ir1l! **.....*;rw jIp'll! ww 'lI*** 1t,!;::I; *..***':!r..*'*_....**_*...............lIr,.."...**w.....**w ** ** .... Weir 1 of 1 for Drop Structur POST- *.. [TABLE] I Count 1 Bottom Cllp(lI1) 0 Type MavIs Top Cllp{lI1) 0 Flow Both Weir Discharge Coef 31 Geometry Rectangular Orifice Discharge Coef 06 I Span(lJ1) 24 Invert(fl) 3022 Rlse{lJ1) 21 Control Elev(ft) 3022 I File 050001-lcpr-lI1put1 xis Page 4 of 32 I I I I I I I I I I I I I I I I I I I PrOject Name Project Number Date Clearwater Bank and Retail Center #050-001 4/28/2004 INPUT REPORT ---Class Drop Structure~----------------------~-----_ Name POST-OUT From Node POST-NW Length(ft) 351 Group BASE To Node OUT Count 1 Outlet Cntrl Spec Use de or tw Inlet Cnln Spec Use dn Upstream Geometry Circular Downstream Geometry Circular UPSTREAM DOWNSTREAM Span(m) 48 48 Rlse(rn) 48 48 Irwert(ft) 256 225 Mannmg's N 0013 0013 Top Cllp(m) 0 0 Bottom Cllp(m) 0 0 Entrance Loss Coef 1 Flow Bolh EXit Loss Coef 05 Equation Aver Conveyance Upstream FHWA Inlet Edge Description Circular Concrete Square edge wI headwall Downstream FHWA Inlet Edge Descnpllon Circular Concrete Square edge wI headwall Outfall Structure Weir 1 of 2 for Drop Structur POST- ..... [TABLE] Count 1 Bottom Chp(m) 0 Type MavIs Top Clip(m) 0 Flow Both Weir Discharge Coef 31 Geometry Rectangular Orifice Discharge Coef 06 Span(m) 4 I nvert{ft) 27 Rlse(m) 5 Control Elev(ft) 27 Advanced COPYright Inlerconnecte Channel 1995, Streamlme & Pond Technologies Inc Routmg (ICPR Ver 220) [6J ,r,***...... Input Report 'III ***.....P'lil *** ** ** ** *********"iII ** *""*'11I: ..*_...._**~*jo.... ...** lirw *'*"* Weir 2 of 2 for Drop Structur PQST- 'u [TABLE] Count 1 Bottom Cllp{m) 0 Type MavIs Top Cllp(m) 0 Flow Both Weir Discharge Coef 31 Geometry Rectangular Orifice Discharge Coef 06 Span(ln) 8 4 I nvert(fl} 30 Rlse{lIl) 999 Control Elev{ft) 30 File 050001-lcpr~lIlput1 xis Page 5 of 32 I Project Name Clearwater Bank and Retail Center I Project Number #050-001 Date 4/28/2004 INPUT REPORT I ---,.Class Drop Structu re------------------------------___ Name POST-SEN From Node POST-SE Length(ft) 158 I Group BASE To Node POST-NW Count 1 Oullet Cntrl Spec Use dc or tw Inlet Cntrl Spec Use dn Upstream Geometry Circular Downstream Geometry Circular I UPSTREAM DOWNSTREAM Span(m) 18 18 Rlse(m) 18 18 I Invert(ft) 2825 275 Manning's N 0013 0013 Top Cllp(m) 0 0 Bottom Cllp(m) 0 0 I Entrance Loss Coef 1 Flow Bolh EXit Loss Coef o 5 EquatIOn Aver Conveyance I Upstream FHWA Inlet Edge Description Circular Concrete Square edge wI headwall Downstream FHWA Inlet Edge Description I Circular Concrete Square edge wI headwall Structure Connecting Southeast Pond to North Wetla I ... Weir of 1 for Drop Structur POST- ... [TABLE] Count 1 Bottom Cllp(ln) 0 Type MaVIS Top Cllp(ln) 0 Flow Both Weir Discharge Coef 31 I Geometry Rectangular Onfice Discharge Coet 06 Span(m) 120 I nvert(ft) 3056 I Rlse(m) 999 Control Elev(ft) 3056 I Advanced Interconnecte Channel & Pond Roullng (ICPR Ver 220) [7] COPYright 1995, Streamline Technologies Inc I I ..w1lr1lrtr1l!o;r....w"'" Input Report **.'*.... :11"....'**..........****..._....... __.~*iIr'lir.-.'IiI i1r'llll ilrw,li 'iii' i1rw,li **'Ir* 11,********_"" ----Class Drop Structure-----------------.------------- I Name POST-SWN From Node POST-SW Length(ft) 234 Group BASE To Node POST-NW Count 1 Oullet Cntrl Spec Use dc or tw Inlet Cnlrl Spec Use dn dn I Upslream Geometry Circular Downstream Geometry Circular UPSTREAM DOWNSTREAM Span(rn) 18 18 I Rlse(rn) 18 18 I nvert(ft) 2827 275 Mannmg's N 0013 0013 Top Cllp(m) 0 0 I File 050001-lcpr-rnput1 xis Page 6 ot 32 S tru ctu re Connectmg Southwesl Pond to North Wella Weir 1 of 1 for Drop Structur POST- <H [TABLE] Count 1 Bottom Chp(rn) 0 Type MavIS Top Cllp(ln) 0 Flow Both Weir Discharge Coef 31 Geometry Rectangular Onflce Discharge Coef 06 Span(ln) 120 Invert(ft) 3062 Rlse(m} 999 Control Elev(ft) 3062 I I I I I I I I I I I I I I I I I I I PrOject Name Project Number Date INPUT REPORT Bottom Cllp{m} Entrance EXit loss loss Upstream Circular Downstream Circular FHWA Concrele FHWA Concrete Advanced COPYright Clearwater Bank and Retail Center #050-001 4/28/2004 0 0 Coef 1 Flow Both Coef 05 EquatIOn Aver Conveyance Inlet Edge DescrrptlOn Square edge wi headwall Inlet Edge Descrrpllon Square edge wi headwall Interconnecte Channel 1995, Streamlme [8] File 050001-lcpr-mpuI1 xis & Pond Technologies Inc Routmg 'ill * ..*'**....... In p ut Re port (llrw'ill 'iii' ~w :IIr*** :a-**"" *~.... i1rw.....* **:11"* :Ir.*........*~.......*'Iiii ** *'11: :Ir*:Ir.,.,.....,.......w;rw.. "" ---Class Slmulallon------------------------------- C \ICPRIDT2-01 Execution None Header Bank and FOOT 2 Year March 22, 2004 ---HYDRAUlICS----------------HYDROlOGy --------- Max Delta Z (ft) 1 Delta Z Factor 00005 Overnde Time Step Opllmlzer 0 Storm Drop Structure Optimizer 0 Ram Slm Start Tlme(hrs) 0 Ramfall Slm End Tlme(hrs) 1 Mm Calc Tlme(sec} 0 1 Max Calc Tlme(sec) 150 To Hour Plnc(mm} To 515 #NAME? S ELECT10NS--------------------------------- + BASE [04127/04] ---Class Slmu lallon-~------------------------- C IICPR\DT2-02 Execution None Header Bank (ICPR Ver 220) Retail Storm Center Events Defaults Dur(hrs) Amount(m) File Yes 1 23 FDOT-2 Hour Plnc(mln) and Retail Center Page 7 of 32 I I PrOject Name Project Number Date Clearwater Bank and RetaIl Center #050-001 4/28/2004 I INPUT REPORT I ~HYDRAULICS-------------HYDROLOGY --------___ Max Della Z (It) 1 Delta Z Factor 00005 Override Time Slep Optimizer 0 Slorm Drop Structure Optimizer 0 Rain Slm Start Tlme(hrs) 0 Ramfall Slm End Tlme(hrs) 2 Mm Calc Tlme(sec) 0 1 Max Calc Tlme(sec) 150 To Hour Plnc{mln) To Hour 2 5 2 5 #NAME? SELECTIONS-----------~---------------_____ BASE [04/27/04] I I I + I Advanced Copynght & Pond Technologies Inc Inlerconnecte Channel 1995, Streamline I Defaults Dur(hrs) Amount(m) File Plnc(mm) Routmg Yes 2 28 FDOT-2 (ICPR I ****...'I!r....... l n p ut R e po rt '*1I<*.....~*'Iir.....* i1r* i!!I"'.* :tr*.......*...**1fI,...~1Ir'lir....;r* * Ii! a-***...**.....,.-......**w**... ---Class Slmulallon-----------------________ C \ICPR\DT2-04 I Execulion Header None I ----HYDRAULICS---------------HYDROLOGY-~----- M~ ~b Z ~ 1 Delta Z Factor 0 0005 Override Time Step Optimizer 0 Storm Drop Structure Optimizer 0 Rain Slm Start Tlme{hrs) 0 Ramfall Slm End Tlme(hrs} 4 Mm Calc Tlme(sec} 0 1 Max Calc Tlme(sec} 150 To Hour Plnc{mm} To 4 5 4 5 #NAME? SELECTIONS---------------------- + BASE [04/27/04] --Class Slmulatlon----------------------- C IICPRIDT2-08 Execution None Header I I Hour I I I ---HYDRAULI CS-----------------HYDROLOGY----------- Max Della Z (ft) 1 Delta Z Factor 00005 Override Time Slap Optimizer 0 Storm Drop Structure Optimizer 0 Ram Slm Start Tlme(hrs) 0 Rainfall I I File 050001-lcpr-mput1 xis Defaults Dur(hrs) Amount(m) File Plnc(mm} Defaults Dur(hrs) Amount(m) File Yes 4 34 FDOT-4 Yes 8 416 FDOT-8 ') Ver 220} [g] Page 8 of 32 Srm End Tlme(hrs) 8 Mm Calc Tlme(sec) 01 Max Calc Tlme(sec) 150 To Hour Plnc(mm) To Hour Plnc(mrn) 8 5 8 5 #NAME? SELECTIONS--.------------.~--_________________ + BASE [04/27/04) I I PrOject Name Project Number Date Clearwater Bank and Retail Center #050-001 4/28/2004 INPUT REPORT I I I I Advanced COPYright & Pond Technologies Inc Interconnecle Channel 1995, Streamlme I Routmg (ICPR """'*.*-**,......,... I n p ut Re port 'It*- :t:-**.**-*...1ir..........w** ~* :Ir*'**"*............lIr.....*'It"lirw 1Ir'lli *..**_.....111 *** ~*.1l: 3' -C lass Slmu latlon--~---------------------____ C \ICPR\DT2-24 Execution None Header I I I --HYDRAULICS-----HyDROLOGY-------- Max Delta Z (ft) 1 Delta Z Factor 00005 Override Time Step Optimizer 0 Slorm Drop Slructure Optimizer 0 Rain Slm Start Tlme(hrs) 0 Ramfall SIm End Tlme(hrs) 24 Mm Calc Tlme(sec) 0 1 Max Calc Tlme{sec) 150 To Hour Plnc(mlll) To Hour 24 5 24 5 #NAME? SELECTIONS + BASE [04/27/04] ----Class Slmulatlon------------------------__ C \ICPR\DT2-72 Execution None Header I I I I I -HYDRAULICS--------------.-------HYDROLOGY --------------- Max Delta Z (ft) 1 Delta Z Factor 00005 Override Time Step Optimizer 0 Storm Drop Structure Optimizer 0 Ram Slm Start Tlme{hrs) 0 Rarnfall Slm End Tlme{hrs) 72 Mm Calc Tlme(sec) 0 1 Max Calc Tlme(sec) 150 To Hour Plnc(mm) To Hour 72 5 72 5 #NAME? SELECTION S------------------------- BASE [04/27/04] I I I + I File 050001-lcpr-lIlput1 xis Defaults Dur{hrs) Amount(m) File Plnc{mrn) Defaults Dur(hrs) Amount{m) File Plnc(mrn} Yes 24 576 FDOT-24 Yes 72 64 FDOT-72 Ver 220) [10] Page 9 of 32 I Project Name Clearwater Bank and Retail Center I Project Number #050.001 Date 4128/2004 INPUT REPORT I I Advanced Inlerconnecte Channel & Pond Routing (ICPR Ver 220) [11] Copynght 1995, Streamline Technologies Inc I I ".*."''I!I 'Ii! i1rw'lt Input Report ** *~*'*...*.......*.*** I!l * 1'1 ""*'I!r.... *_"""*.....1Ir.....1Ir1li ** ~* ""***-tr..:a-..............,.. * ** Ii- ---Class Slmulatlon------------------------___ C ItCPRIDT2-168 Execution None I Header I ----HYDRAULlCS-~---------HyDROLOGy --~---- Max Delta Z (ft) 1 Delta Z Factor 00005 Override Defaults Yes Time Step Optimizer o Storm Dur(hrs) 168 I Drop Structure Optimizer o Rain AmOUl'il(ln) 83 Slm Start Tlme(hrs} o Rainfall File FDOT-168 Slm End Tlme(hrs) 168 I Mln Calc Tlme(sec) 01 Max Calc Tlme(sec) 150 To Hour Plnc(mm) To Hour Plnc(mm) 168 5 158 5 I #NAME? SELECTIONS---------~___________ + BASE [04/27/04] -Class Slmulatlon--------------------- I C \ICPRIDT2-240 Execution None Header I -----HYDRAULlCS----------HyDROLOGy--------- Max Delta Z (ft) 1 I Delta Z Factor o 0005 Override Defaults Yes Time Slep Optimizer o Storm Dur(hrs) 240 Drop Slructure Optimizer o Ram Amoul'it(m) 91 Slm Slart Tlme{hrs) o Rainfall File FDOT-240 I Slm El'id Tlme(hrs) 240 Mln Calc Tlme(sec} 01 Max Calc Tlme(sec} 150 I To Hour Plnc(mln) To Hour Pll'ic(mln} 240 15 240 15 #NAME? SELECTIONS------------------------ + BASE [04/27/04] I Auval'iced Interconnecte Chanl'iel & Pond Routing (ICPR Ver 220) [12] I COPYright 1995, Streamline Technologies Inc I File 050001-lcpr-mput1 xis Page 10 of 32 I I PrOject Name PrOject Number Date Clearwater Bank and Retail Center #050-001 4/2Bf2004 I INPUT REPORT I *-****"" i1rw l n put Re port ... *'It.1Ir.*....~**........'IiI *"" "'",It **..,.,.~***1Ii....... ~* *w***~*__.l!Irlil 'iii' iIr* w+. *** ---Class Slmulatlon--------.--------------_________ C \ICPR\DT3-01 I Execution None Header Bank and FOOT 3 Year March 22, 2004 -----HYDRAULICS-------------HyDROLOGy ----------_ Max Delta Z (ft) 1 Delta Z Factor 0 01 Override Time Step Optimizer 0 Storm Drop Structure Optimizer 0 Ram Slm Start Tlme(hrs) 0 Rainfall SIm End Tlme(hrs) 2 Mill Calc T1me(sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc(mln) To Hour 515 #NAME? SELECTIONS-------------------------_ + BASE [04/27/04] --Class Slmulatlon--------------________ C \ICPR\DT3-02 Execution None Header 1 255 FDOT"l Retail Storm Center Events I I Defaults Dur(hrs) Amount(m) File Yes I Plnc{mm) I I I .--HYDRAULlCS----------HYDROLOGY----------- Max Delta Z (ft) 1 Delta Z Factor o 01 Override Defa u Its Yes Time Step Opllmlzer o Storm Dur(hrs) 2 Drop Structure Optimizer o Rain Amount(ln) 32 SIm Start Tlme(hrs) o Rainfall File FDOT-2 Slm End Tlme(hrs) 3 Mill Calc Tlme(sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc(mm) To Hour Plnc(mm) 2 5 2 5 #NAME? SELECTIONS-----------------_ + BASE [04/27 f04] I I I I I Auvanced CopYright (ICPR Interconnecte Channel 1995, Streamline & Pond Technologies Inc Routing I I j n put Re p ort *.**.......*-"" *__IIIr'lli *'JIo *... .....1fr1lr'lil *'I!I w.....w'ilr* ill ****1Ir'** ....*_............1Ir .""''iIr'iilIllril: It --Class Slmulatlon----------------------------- C \ICPR\DT3-04 Execution None Header I File 050001-lcpr-lnput1 xis Ver 220) [13] Page 11 of 32 I I PrOject Name Project Number Date Clearwater Bank and Retail Center #050-001 4/28/2004 I INPUT REPORT I ----HYDRAULICS--------------HyDROLOGY ------______ Max Delta Z (ft) 1 Delta Z Factor 001 Override Time Step Optimizer 0 Storm Drop Structure Optimizer 0 Rain Slm Start Tlme(hrs) 0 Rainfall SIm End Trme(hrs) 5 MIn Calc Tlme(sec) 300 Max Calc Tlme{sec) 300 To Hour Plnc(mln) To Hour 4 5 4 5 #NAME? SELECTIQNS--------------------________ + BASE [04/27/04J --Class Slmulatlon--------------------___ C \ICPR\DT3-08 ExecutIOn None Header 4 384 FDOT-4 I Defaults Dur(hrs) Amounl(In} File Yes I Plnc(mln) I I I --HYDRAULICS---------HYDROLOGY Max Delta Z (ft) Delta Z Factor 001 Override Defaults Yes Time Step Opllmlzer o Storm Dur(hrs) 8 Drop Slructure Opllmlzer o Rain Amounl{ln) 48 Slm Start Tlme(hrs) o Rainfall File FDOT-8 Slm End Tlme(hrs) 9 MIn Calc Tlme(sec) 300 Max Calc Tlme{sec) 300 To Hour Plnc(mln) To Hour Plnc(mln) 8 5 8 5 #NAME? S ELECTIONS--------------------------- + BASE [04/27f04] Advanceu Interconnecte Channel & Ponu Roullng (ICPR Ver 220) [14] Copynght 1995, Streamline Technologies Ine I I I I I I I ;rw *1iI ",il:...,.. In put Re port ... 1Ir'lli *'11I ;rw'ilrw'" >l',Ii, 'II< **** :a-**'**_***'*;ilr1lo.........1Ir1lr'll'.....;r'lll ** i1rw ~***"., "=."'=.** ---Class Slmulatlon-----------------------_._--- C IICPRIDT3-24 Execution None Header I I -----HYDRAULICS------------------.HYDROLOGY --------------- Max Delta Z (ft) 1 Delta Z Faclor 001 Overnde Defaults Yes Time Step Optimizer 0 Storm Dur(hrs) 24 Drop Structure Optlmrzer 0 Rain Amounl(In} 6 48 I File 050001-lcpr-lnput1 xis Page 12 of 32 Slm Start Tlme(hrs) 0 Ramfall File FDOT-24 Slm End Tlme(hrs) 26 Mm Calc Tlme(sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc(mm) To Hour Pll1c(mm) 24 5 24 5 #NAM E? SElECTIONS------m---------------------m-- + BASE [04/27/04J --Class Slmulallon----------------------------- C \ICPR\DT3-72 ExecutIOn None Header I I PrOject Name PrOject Number Date Clearwater Bank and Retail Center #050-001 4/28/2004 I INPUT REPORT I I I I -HYDRAUlICS-----------------HYDROlOGY ------------ Max Delta Z (ft) 1 Delta Z Factor 0 01 Override Time Step OptimiZer 0 Storm Drop Structure Optimizer 0 Rain Slm Start Tlme(hrs) 0 Rainfall Slm End Trme(hrs) 76 Mm Calc Tlme(sec) 300 Max Calc Tlme{sec) 300 To Hour Plnc(mln) To Hour 72 15 72 15 #NAME? SElECTIONS---------------- BASE [04/27/04] I I I + I I Advanced Copynghl & Pond Technologies Il1c Interconnecte Channel 1995, Streamline I Defaults Dur(hrs) Amount(ln) File Plnc(mm) Routmg Yes 72 74 FDOT-72 (ICPR I In p ut R e port *- ** i1r'lll ""* ~* **...**:iIr**.........................'II! j!p'l!l ***'IIi 1It'lll "".*'**..~***~...*'*.....~.....*..... --Class Slmulallon---------------------- C \ICPR\DT3-168 ExecutIOn None Header I I --HYDRAUlICS------------HYDROlOGY ------------ Max Delta Z (ft) 1 Delta Z Faclor 0 01 Override Time Step Optimizer 0 Storm Drop Slruclure Optimizer 0 Ram Slm Start Tlme(hrs) 0 Ramfall Slm End Tlme(hrs) 172 Mm Calc Tlme(sec) 300 Max Calc Tlme(sec) 300 To Hour Pll1c(mlll) To Hour 168 15 168 15 #NAME? S ELECTIONS----------------------------------------- I 'I I File 050001-lcpr-lIlput1 xis Defaults Dur{hrs) Amoul1t(m) File Plnc(mm) Yes 168 92 FDOT-168 Ver 220) [15] Page 13 of32 I I PrOJe<;t Name ProJe<;t Number Date Clearwater Bank and Retail Center #050-001 4/28/2004 I INPUT REPORT I + BASE [04/27/04] ----Class Slmulatlon-----------------"----------____ C IICPRIDT3-240 Execution None Header I -----HYDRAULICS-----------------HYDROLOGY _____m______ Max Delta Z (It) 1 Delta Z Factor 001 Override Time Slep Optimizer 0 Storm Drop Structure Optimizer 0 Ram Slm Start Tlme(hrs) 0 Rainfall Slm End Tlme(hrs) 244 Mm Calc Tlme(sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc(mln) To Hour 240 15 240 15 #NAME? SELECTIQNS------------____ BASE [04/27/04] I I I + I I Advanced COPYright & Pond Technologies Inc Interconnecte Channel 1995, Streamlme I Oefaults Our{hrs) Amount(m) File Plnc(mm) Routing Yes 240 102 FDQT-240 (ICPR I '**'*'*'*"*"lfr....* In p ut Re po rt ...--*.....lirllrilr'lii *** *1It Ir*.***.*__.,*lIr.....***w ill w'l!l *1Il ",...*.*****...'lr*.....**'III' I!i' ---Class S 1m ulallon-----------------------------__ C \ICPRIDT5-01 I Execution None Header Bank and FOOT 5 Year March 22, 2004 ---HYDRAULICS----~-----------HYDROLOGY------ Max Delta Z (It) 1 Della Z Faclor 0 01 Override Time Step Optimizer 0 Storm Drop Structure Optimizer 0 Rain Slm Start Tlme{hrs) 0 Rainfall Slm End Tlme{hrs) 2 Mm Calc Tlme(sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc(mln) To Hour 515 #NAM E? SELECTIONS---------------~------------ + BASE [04/27/04] -----Class Slmulatlon--------------------------------- C \ICPR\DT5-02 ExecutIOn None Header I Retail Storm Center Events I I I I I File 050001-lcpr-mput1 xis Defaults Dur{hrs} Amount(ln) File Plnc(mm) Yes 1 28 FOOT -1 Ver 220) [16] Page 14 of 32 I I PrOject Name PrOject Number Oate Clearwater Bank and Retail Center #050-001 4/28/2004 I INPUT REPORT I -HYDRAULICS-------------HYDROLOGY -------- Max Delta Z (ft) 1 Delta Z Factor 0 01 Override Time Step Optimizer 0 Storm Drop StrLJctLJre Optimizer 0 Ram Slm Start Tlme(hrs) 0 Ramfall Slm End Tlme(hrs) 3 Mm Calc Tlme(sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc(mm) To HOLJr 2 5 2 5 #NAME? SELECTIONS----------~------ BASE [04/27/04] I I + I I Advanced Copynght & Pond Technologies Inc Interconnec1e Channel 1995, Streamline I DefaLJlts DLJr(hrs) AmoLJnl{m) File Plnc(mm) Roulmg Yes 2 36 FDOT-2 (ICPR I .............1InIr I n pu t Repo rt ** ** ** ....*."'=******_****jlrllrw * i1r*'IIii" 1I:!lt1ll *'*...*.*..........~........'IiI -Class SlmLJlatlon---------------------- C \ICPR\DT5-D4 ExeCLJtlon None Header I I -HYDRAULICS---------HYDROLOGY----- Max Della Z (ft) 1 Delta Z Factor 001 Override Time Slep Optlml.zer 0 Storm Drop StrLJctLJre Optimizer 0 Ram Slm Start Tlme(hrs) 0 Ramfall Slm End Tlme(hrs) 5 Mm Calc Tlme(sec) 300 Max Calc Tlme{sec) 300 To Hour Plnc(mln) To Hour 4 5 4 5 #NAME? S ELECTIONS------------------------------------ + BASE [04/27/04] ----Class SlmLJ latlon---------------------------------- C \ICPRIDT5-08 Execution None Header I I I I I ------HYDRAULICS--------------------HYDROLOGY -----------~- Max Delta Z (ft) 1 Delta Z Factor 001 Override Time Step Optimizer 0 Storm Drop StructLJre Optimizer 0 Ram Slm Start Tlme{hrs) 0 Ramfall 81m End Tlme{hrs) 9 I I File OS0001-lcpr-lnpLJt1 xis DefaLJlts Dur(hrs) AmoLJnt(m) File Plnc(mm) Defaults Dur{hrs) AmoLJnt(m) File Yes 4 44 FDOT-4 Yes 8 528 FDOT-8 Ver 220) [17] Page 15 of 32 I I PrOject Name Project Number Date Clearwater Bank and Retail Center #050-001 4/28f2004 I INPUT REPORT I Mill Calc Tlme(sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc(mlll) To Hour Plnc(mlll) 8 5 8 5 #NAME? S ELECTIoNS------------------------------ + BASE [04/27/04] I I Advanced Copynghl & Pond Technologies Inc Interconnecte Channel 1995, Slreamline I Routing (ICPR I ..........1IriIr.....w'Iii!ll' In put Repo rt __....'*iIr1ir..1I! 1!Ir1li **iIrw ill *~ *~ *'II;:Ir a-.. *.*"'**'IIc.~""'",""'*""'w'lii ***'IlI *;Ir****~. --Class Slmulatlon------------------------_ C \ICPR\DT5-24 Execution None Header I I ~-HyDRAULICS------------HyDROLOGy---~-- Max Della Z (II) 1 Delta Z Factor 001 Ovemde Time Step OptimiZer 0 Storm Drop Slructure Optimizer 0 Ralll Slm Start Tlme(hrs) 0 Ralllfall Slm End Tlme{hrs) 26 Mill Calc Tlme{sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc(mm) To Hour 24 5 24 5 #NAME? SELECTIONS---------------------- + BASE [04/27f04] -Class Slmulatlon-------------------~--- C \ICPRIDT5-72 Execution None Header I I I I I -----HYDRAULICS--------------HYDROLOGY-------- Max Delta Z (II) 1 Delta Z Factor 0 01 Override Time Step Optimizer 0 Storm Drop Structure Optimizer 0 Ralll 31m Start llme(hrs} 0 Ralllfall Slm End Tlme(hrs) 76 Mm Calc Tlme(sec} 300 Max Calc Tlme(sec} 300 To Hour Plnc{mlll) To Hour 72 15 72 15 #NAME? SELECTIONS----------------------------- BASE [04/27/04] I I I + I File 050001-lcpr-ll'lput1 xis Defaults Dur{hrs} Amount{lIl) File Plnc(mln) Defaults Dur(hrs) Amount(m) File Plnc(mlll} Yes 24 744 FDOT-24 Yes 72 86 FDOT-72 Ver 220} [18] Page 16 of 32 I PrOject Name Clearwater Bank and Retail Center I PrOject Number #050-001 Date 4f2B/2004 I INPUT REPORT Advanced Interconnecte Channel & Pond Routmg (ICPR Ver 220) [19] I Copyrrghl 1995, Streamline Technologies Inc I ..."_..*...1Ir Input Report ~'*~ *1iI111r*;r.....*.... ~ ~ ***:1: *'** .'*.1I<*~'iIr'llil ***w lit'll: .*'*...'*'*'*....'*........-;r1ll"jp'l!l * ,.,** I ---Class Slmulallon--------------------------- C IICPRIDT5-168 Execution None I Header ----HyDRAU LlCS------------------HyDROLOGy --------_ I Max Della Z (f1) 1 Della Z Factor o 01 Override Defaults Yes Time Step Optimizer o Storm Our(hrs) 168 Drop Structure Optimizer o Ram Amounl(m) 11 I Slm Start Tlme(hrs) o Ramfall File FOOT-16a Slm End Tlme(hrs) 172 Mm Calc Tlme(sec) 300 I Max Calc Tlme(sec} 300 To Hour Plnc(mm) To Hour Plnc(mln) 16a 15 168 15 #NAME? SELECTIONS--------------~- I + BASE [04/27/04] ~-Class Slmulatlon----------------_ C IJCPR\DT5-240 I Execution None Header I -----HyDRAULlCS----------------HYDROLOGy.----------- Max Delta Z (ft) 1 Delta Z Faclor o 01 Ovemue Defaults Yes I Time Slep Opllmlzer o Storm Dur(hrs) 240 Drop Structure Opllmlzer o Ram Amount(m} 123 81m Start Tlme(hrs) o Rainfall File FOOT -240 81m End Tlme(hrs) 244 I Mm Calc Tlme(sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc{mm) To Hour Plnc(mrn) I 240 15 240 15 #NAME? S ELECTIONS---------------------------- + BASE [04/27/04] I Advanced Inlerconnecte Channel & Pond Routmg (ICPR Ver 220) [20] Copyright 1995, Streamline Technologies Inc I I File 050001-lcpr-mput1 xis Page 17 of 32 I I PrOject Name Project Number Date Clearwater Bank and Retail Center #050-001 4/2Bf2004 I INPUT REPORT I .__**.......jP-jIp*'iII' I n pu t Re po rt .......1IIiIr'lil!lt'lll '* ""'lit **'*_-.1il;P1l!l *'Ii! *;Ii ,,"***'III:1I!r,*"*,*_..'iIr'lil'*** *~**'*.~""''IiI'iIr* liP'll:.. -----Class Slmulatlon------------~-m_________ C \ICPR\DTl 0-01 Execution None Header Bank and FOOT 10 Year March 22, 2004 ---HYDRAULICS----------~---HYDROLOGY -------------- Max Delta Z (ft) 1 Della Z Faclor 001 Overnde Time Step Opllmlzer 0 Storm Drop Struclure Opllmlzer 0 Ram Slm Start Tlme(hrs} 0 Ramfall Slm End Tlme{hrs} 2 Mm Calc Tlme(sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc(mm) To Hour 515 #NAME? SELECTIONS-----------~----- + BASE [04/27/04] --Class Slmulatlon----------------------__ C \ICPR\DTl 0-02 Execution None Header I Relall Storm Center Events I Defaults Dur(hrs) Amount(m} File Yes 1 31 FDOT-l I I Plnc(mm) I I I --HYDRAULICS----~-------HYDROLOGY----- Max Delta Z (ft) 1 Della Z Factor 0 01 Override Defaults Yes Time Step Optimizer 0 Storm Dur(hns) 2 Drop Structure Optimizer 0 Ram Amount(m) 4 Slm Start Tlme(hrs) 0 Ramfall File FDOT-2 SIm End Tlme(hrs) 4 Mm Calc Tlme(sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc{mm) To Hour Plnc(mm} 2 5 2 5 #NAME? SELECTIONS----------------------- + BASE [04/27/04] I I I I Advanced Copyright Interconnecte Channel 1995, Streamlme & Pond Technologies Inc Routmg (ICPR I I 'III*.;l:~*..*. tnput Report ~wlt'w~***....*'IIIl"'*""a_""*...IIi.'lliwji""',.""'jIolilwjlij""It""*:A>l_...*,,*"':IIr*,..'*1H'r~*~........1Ir/[* ---Class S Imulatlon---------------------------------- C \ICPR\DT10-04 Execution None Header I I File 050001-lcpr-lIlput1 xis Ver 220) [21] Page 18 of 32 I I ProJet;t Name Project Number Date Clearwater Bank and Retail Center #050-001 4f28/2004 I INPUT REPORT I -----HYDRAUlICS----------------HYDROlOGy --------------_ Max Delta Z (ft) 1 Delta Z Factor 0 01 Overrrde Time Step Optimizer 0 Storm Drop Structure Optimizer 0 Ram Slm Start Tlme(hrs) 0 Ramfall Slm End Tlme(hrs) 5 Mill Calc Tlme(sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc(mlll) To 4 5 4 5 #NAME? SElECTIONS------------~--------- + BASE [04/27/04] --Class Slmulatlon--- C \ICPR\DT1 0-08 Execution None Header I I Hour I I I --HYDRAUlICS---------------HYDROlOGY--------- Max Delta Z (ft) 1 Delta Z Factor 001 Overnde Time Step Optimizer 0 Storm Drop Struclure Optimizer 0 Ram Slm Start Tlme(hrs) 0 Ramfall Slm End Tlme{hrs) 9 Mln Calc Tlme{sec) 300 Max Calc Tlme{sec) 300 To Hour Plnc(mln) To Hour 8 5 8 5 #NAME? SElECTIONS-~------------- BASE [04/27104] I I I + I Advanced COPYright Interconnecte Channel 1995, Streamlme & Pond Technologies Inc I I Defaults Dur{hrs) Amounl{m) File Plnc(mln) Oefaulls Our(hrs) Amount(ln) File Plnc(mm) Routmg Yes FOOT -4 Yes 8 616 FDOT-8 (ICPR *_**_*111:.- In put Re po rt '* 'l!r1t"-Ir1ir..1ir..1ir*lIl.-. i1rw.... ~ ili'w ill *"',i!:Ii w. ** :IIr***""'"***:a-....***_**.*._............1I!I1Ir.....lil ---Class Slmulatlon------------------------- C \ICPRIDT1 0-24 Execullon None Header a I -HYORAULlCS-----------------HYOROLOGY---------- Max Delta Z (ft) 1 Delta Z Factor 0 01 Override Time Step Optimizer 0 Storm Drop Structure Optimizer 0 Ram Slm Start Tlme(hrs) 0 Ramfall I I File 050001-lcpr-mpuI1 xis Defaults Dur(hrs) Amount(m) File Yes 24 888 FDOT-24 4 5 Ver 220) [22] Page 19 of32 Slm End Tlme(hrs} 26 Mm Calc Tlme(sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc(mln) To Hour Plnc(mm} 24 5 24 5 #NAME? SELECTIONS--------------__________ + BASE [04/27/04J -----Class Slmulalron---------------_______________ C \ICPRIDT1 0-72 Execution None Header :1 I PrOJect Name Project Number Date Clearwater Bank and Retail Center #050-001 4/28/2004 :1 I II INPUT REPORT I I I I ---HYDRAULICS-----------HYOROLOGY-_______ Max Delta Z (II) 1 Delta Z Factor 0 01 Overrrde Time Step Optimizer 0 Storm Drop Slructure Optimizer 0 Ram Slm Slart Tlme(hrs) 0 Ramfall Slm End Tlme(hrs} 76 Mm Calc Tlme(sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc(mln) To 72 15 72 15 #NAME? SELECTIONS-------------____ BASE [04/27/04] I I Hour I + I Advanced COPYright Interconnecte Channel 1995, Streamlme & Pond Technologies Inc I I Defaulls Our(hrs) Amounl{m} File Plnc{mm) Routmg Yes 72 107 FDOT-72 (ICPR ***.....,.'II! 1Iit*;Ir\lt" I n put R e po rt """""~""'1Ir')li ***,**'Ill ""*-'1< **.....* 1!i'****'I!I:'*.*,...*....*~*'IlI **~*'*""""1I!iIr1l!.* Ift* **.... ---Class Slmu latlon---------------------____________ C \ICPR\DT10-168 Execullon None Header I I ---HYDRAU LICS---------------HYDROLOGY ___________ Max Delta Z (ft) 1 Delta Z Factor 001 Override Time Step Optimizer 0 Storm Drop Structure Optimizer 0 Ram 81m Start Tlme(hrs) 0 Ramfall Slm End Tlme(hrs) 172 Mm Calc Tlme(sec) 300 Max Calc Tlme{sec) 300 To Hour Plnc(mm) To Hour 168 15 168 15 #NAME? 8 ELECTIONS----------------------------______ BASE [04/27/04] I I I + I File 050001-lcpr-mput1 xis Defaults Dur(hrs} Amount(m) File Plnc{mm) Yes 168 123 FOOT-168 Ver 220) [23] Page 20 of 32 **1IhInhIr.....*'I!r*' I n put Repo rt "r1t'*;lrjo1lnlr.....'III ** *******............. 1Ir* iII'***....*'*........1Ir.!Ir'lil *.....*...w...............;lr1lnlr.....;r ---Class Slmulatlon--------------------_m_________ C \ICPR\DT25-01 ExecullOn Both Header Bank and FOOT 25 Year March 22, 2004 ----HYDRAULICS-------------HyDROLOGy __________ Max Delta Z (ft) 1 Delta Z Factor 001 Override Time Slep Optimizer 0 Storm Drop Structure Optimizer 0 Ram Slm Start Tlme(hrs) 0 Ramfall Slm End Tlme(hrs) 2 Mln Calc Tlme(sec} 300 Max Calc Tlme(sec) 300 To Hour Plnc(mm} To 515 #NAME? SELECTIONS--------------_____________ + BASE [04/27/04] ---Class Slmu lallon-------------------------------------__ C \ICPR\DT25-02 Execution None Header 'I ! :1 I III PrOject Name PrOject Number Date Clearwater Bank and Retail Center #050-001 4/28/2004 INPUT REPORT -------Class Slmulallon---------------------------______ C IICPR\DT1 0-240 Execution None Header I I --HyDRAULlCS---~--------HyDROLOGY------------ Max Delta Z (ft) 1 Delta Z Factor 001 Ovemde Time Step Optlml.<:er 0 Storm Drop Structure Optimizer 0 Ram Slm Start Tlme(hrs} 0 Ramfall Slm End Tlme(hrs) 244 Mm Calc Tlme(sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc(mln) To Hour 240 15 240 15 #NAME? SELECTJONS-------------________ BASE [04/27104] I I I + I Advanced COPYright Interconnecte Channel 1995, Streamline & Ponu Technologies Inc I I I Retail Storm Center Evenls I I I I Hour I I ----HYORAULICS-----------------HyDROLOGy ----___________ I File 050001-1cpr-mput1 xis Defaults Dur(hrs) Amounl(lIl) File Plnc(mlll) Roullllg Defaults Dur(hrs) Amount(ln) File Plnc(mln) Yes 240 145 FDOT-240 (ICPR Yes 1 37 FDOT-l Ver 220) [24] Page 21 of 32 I I PrOject Name Project Number Date Clearwater Bank and Retail Center #050-001 4/28/2004 I INPUT REPORT I Max Della Z (ft) Delta Z Factor o 01 Override Time Step Optimizer o Storm Drop Structure Optimizer o Ram Slm Start Tlme(hrs} o Ramfall Slm End Tlme(hrs) 3 Mm Calc Tlme(sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc(mln) To Hour 2 5 2 5 #NAME? SElECTIONS--------------------__________ + BASE [04/27104 ] I I D Advanced COPYright Interconnecte Channel 1995, Streamlme & Ponu Technologies Inc I I Defaults Dur(hrs) Amounl(m) File Plnc(mm) Routing Yes 2 48 FOOT -2 (ICPR ...1IfnIIl******'" In put Re p ort ~~.*1!Ir1fnlr1ll **!I'lI! ...*'*'I!i:'*'*"*.....1Ir*1Ir* "'***.**....*'*~."..**'Iii ** l!r'***:r.a-...... --Class Slmulatlon---------.--------~-____ C IICPR\DT25-04 Execullon None Header --HYDRAUlICS------------HYDROLOGY -------_~__ Max Delta Z (fl) 1 Delta Z Factor 001 Override Defaults Time Step Opllmlzer 0 Storm Dur(hrs) Drop Structure Optimizer 0 Ram Amounl(m} Slm Start Tlme{hrs) 0 Ramfall File Slm End Tlme(hrs) 5 Mln Calc Tlme{sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc{mm} To Hour Plnc(mln) 4 5 4 5 #NAME? SElECTIONS- ----_____ + BASE [04/27/04] ----Class Slmu latlon---------------------------____ C \ICPR\DT25-08 Execullon None Header I I I I I I I I -----HYDRAUlICS----------------HYDROlOG Y -------------- Max Delta Z (ft) 1 Delta Z Factor 001 Override Time Slep Optimizer 0 Storm Drop Structure Optimizer 0 Rain Slm Start Tlme(hrs) 0 Ramfall Slm End Tlme(hrs) 9 Mm Calc Tlrrle(sec) 300 I I File 050001-lcpr-mput1 xis Defaults Dur{hrs} Amount(m) File Yes 4 59 FOOT -4 Yes 8 72 FDOT-8 Ver 220) [25] Page 22 of 32 I I PrOject Name Project Number Date Clearwater Bank and Retazl Center #050-001 4/28/2004 I INPUT REPORT Max Calc Tlme(sec) 300 To Hour Plnc(mlll) To Hour Plnc(mlll) 8 5 8 5 #NAME? SELECTIONS---m--~------------____________ + BASE [04/27/04] I I Advanced Copyrrght Interconnecte Channel 1995, Streamline & Pond Technologies Inc I I Routlllg (ICPR *"**"*~-a-..... In put R e port !Ir*.. ~* ...._*...*1Ir1l!l lir'll! **1Ir.*...**.....1Ir.......* i1r*'IiI *.*" .'*........."'iIr1il''iIr'lli *** II. --Class Slmulatlon---------------------------_ C \ICPR\DT25-24 Execution None Header I I -HYDRAULICS-------HYDROLOGy----_ Max Delta Z (fl) 1 Della Z Factor 0 01 Override Time Step Optimizer 0 Slorm Drop Structure Opllmlzer 0 Ram Slm Start Tlme(hrs) 0 Rainfall Slm Enu Tlme(hrs) 26 Mill Calc Tlme{sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc(mlll) To Hour ~ 5 ~ 5 #NAME? SELECTIONS----------------------_______ + BASE [04f27/04) -Class Simulation C \ICPR\DT25-72 Execullon None Header I I I I I I -HYDRAULlCS---------------HYDROLOGY -------_____ Max Della Z (ft) 1 Delta Z Factor 0 01 Overnde Time Step Optimizer 0 Storm Drop Struclure Optimizer 0 Rain Slm Start Tlme(hrs) 0 Rainfall Slm End Tlme(hrs) 74 Mill Calc Tlme{sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc(mlll) To 72 1 5 72 15 #NAM E? SELECTI ONS----~---------------------- BASE [04/27/04) I I Hour I + I File 050001-lcpr-lIlputl xis Defaults Dur{hrs) Amount(m) File Plnc(mm) Defaulls Dur(hrs) Amount(m) File Plnc(mlll} Yes 24 1056 FDOT-24 Yes 72 13 FDOT-72 Ver 220) [26] Page 23 of 32 I Project Name Clearwater Bank and RetaIl Center I PrOject Number #050-001 Date 4f2812004 INPUT REPORT I Advanced Interconnecte Channel & Pond Routmg (ICPR Ver 220) [27] COPYright 1995, Streamlme Technologies Inc I I '**....,.....111"*** Input Report *!II''II! * II: ** *'I!i:'*'*'*"iIr***'Ii! ** ,.,..'**'*... 111"*** *"" lIr'l!ll...*...'IIIl (IIr'll! i1r* *'ll: 1Ir>ll ..'**.....* --Class S Imulatlon------------------__________ I C \ICPR\DT2S-168 Execution None Heauer I ----HYDRAULICS---------HYDROLOGY--~____ Max Delta Z (Il) 1 I Della Z Factor 001 Override Defaults Yes Time Step Optimizer o Stann Dur(hrs) 168 Drop Struclure Optimizer o Ram Amounl(m) 16 S Slm Start Tlme(hrs) o Rainfall File FDOT-168 I Slm End Tlme(hrs) 172 Mm Calc Tlme(sec} 300 Max Calc Tlme(sec) 300 I To Hour Plnc(mm} To Hour Plnc(mm) 168 lS 168 15 #NAME? SELECTIONS----------------------_______ + BASE [04/27/04] I ---Class S Imulatlon---------------------________ C IICPR\DT25-240 Execution None I Header --HYDRAULICS---------------HYDROLOGY----~_ I Max Delta Z (ft) 1 Delta Z Factor o 01 Ovemde Defaults Yes Time Step Optimizer o Storm Dur(hrs) 240 I Drop Structure Optimizer o Ram Amount{m) 182 Slm Sta rt Tlme(hrs) o Ramfall File FOOT -240 Slm End Tlme(hrs) 242 Mln Calc Tlme(sec} 300 I Max Calc Tlme(sec} 300 To Hour Plnc(mm} To Hour Plnc(mln) 240 15 240 1S I #NAME? SELECTIONS------------------____ + BASE [04/27/04] I Advanced Interconnecte Channel & Pond Routmg (ICPR Ver 220) [28] COPYright 1995, Streamlme Technologies Inc I I File OSOOOl-lcpr-mpull xIs Page 24 of 32 I I PrOject Name Project Number Oate Clearwater Bank and Retail Center #050-001 4f2812004 I INPUT REPORT I **liP*:II->II: ,a-"'*'*r I n p ut Re part ***.-'*"*****1l: **......111 'iii' ~ * iIr* ****'*";11"* i1r'lll ** **'*.'**"*....I!Ir'lli!lrili ******""".. -Class Slmulatlon-----------------________ C \ICPR\DT50-01 Execution None Header Bank and Retail Center FDOT 50 Year Storm Events March 22, 2004 --HYDRAUU CS-----------------HYDROLOGY __________ Max Delta Z (fl) 1 Delta Z Factor 0 01 Overrrde Defaults Yes Time Step Optimizer 0 Storm Dur(hrs) 1 Drop Structure Optimizer 0 Rain Amount(ln) 4 Slm Slart Tlme(hrs) 0 Rainfall File FDOT-1 Slm Enu Tlme(hrs) 2 MIn Calc Tlme(sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc(mln) To Hour Plnc(mln) 1 5 1 5 #NAME? SELECTIONS-----------~-__________ + BASE [04/27f04] -Class Slmulatlon---------------____ C \ICPR\DT50-D2 Execution None Header I I I I I I I ~HYDRAUUCS-------HYDROLOGY------- Max Delta Z (ft) 1 Della Z Factor 0 01 Override Time Step Optimizer 0 Storm Drop Structure Optimizer 0 Rain Slm Start Tlme(hrs) 0 Rainfall Slm End Tlme(hrs) 3 MIn Calc Tlme(sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc(mln) To 2 5 2 #NAME? SELECTIONS----- BASE [04/27/04] 2 52 FDOT-2 Defaulls Dur(hrs} Amount(ll'I) File Yes I I Hour Plnc(mln} 5 I + I Advanceu COPYright Interconnecte Channel 1995, Streamline & Pond Technologies Inc Routing (ICPR I I **'*'!iMo i1r* i1r* tI I n put Repo rt *'Il: *,.,- **........w lii'w j!j * .****'IIIl *"" *"-'II!1fr'lil ** ** 11.,1; .****...............111'****** *'fr** -----Class Slmulallon-----------------_________ C IICPRIDT50-04 ExecutIOn None Header I I File 050001-lcpr-Input1 xis Ver \ 220) [29] Page 25 of 32 ----HYDRAUlICS---------------HyDROlOGY -----___ Max Delta Z (ft) 1 Delta Z Factor o 01 Override Defaults Yes Time Step OptimiZer o Storm Dur(hrs) 8 Drop Structure Optimizer o Rarn Amount(rn) 8 Slm Slart Tlme{hrs} o Rainfall File FDOT-8 Slm End Tlme(hrs) g Mrn Calc Tlme(sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc(mrn) To Hou, PInc(mrn) 8 5 8 5 #NAME? SElECTIONS--------,--------___ + BASE [04f27104] Advanced Interconnecte Channel & Pond Routrng (ICPR Ver 220) [30) COPYright 1995, Slreamlrne Technologies Inc I I PrOject Name Project Number Date Clearwater Bank and Retail Center #050-001 4/28/2004 I INPUT REPORT I -----HyDRAUlICS------------.-----HYOROlOGY ----______~ Max Delta Z (ft) 1 Della Z Factor 001 Override Time Step Optimizer 0 Slorm Drop Structure Optimizer 0 Rain Slm Start Tlme(hrs) 0 Rarnfall Slm End Tlme(hrs) 5 Mln Calc Tlme(sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc(mrn) To 4 5 4 5 #NAME? SELECTIONS---------.----------__________ + BASE [04/27/04] ---Class Slmulatlon--------------_____ C \ICPR\DT50-08 I I Hour I I Execution Header None I I I I I I I Defaults Dur(hrs) Amount(rn) File Yes 4 64 FDOT-4 Plnc(mln) 'IIt"~.....jo.,.,1II ** In p ut Rep 0 rt """,r,o**'**.....**....... iII...lII *1II1!i 'II!!Ii'* oIr*********_ *.....~..111 "'www.".lIt..**:a-*lfrlliilp.....w.... ----Class Slmulatlon--------------------_______ C IICPR\DT50-24 Execution None Header I I --.--HYDRAULI CS----------------------HYDROLOGY ---------------- Max Delta Z (ft) 1 Delta Z Factor 001 Override Time Step Optimizer 0 Storm Drop Structure Optimizer 0 Rarn Slm Start Tlme(hrs) 0 Rarnfall Slm End Tlme(hrs) 26 I I File 050001-lcpr-lnput1 xis Defau Its Dur(hrs) Amount(rn) File Yes 24 1152 FDOT-24 Page 26 of 32 Mm Calc Tlme(sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc(mln) To Hour Plnc(mm) 24 5 24 5 #NAME? S ELECTI o NS---------------___________ + BASE [04/27/04] --Class Slmulatlon----------___________________________ C IICPRIDT50-72 Execution None Header I I PrOject Name Project Number Date Clearwater Bank and Retail Center #050-001 4/28/2004 I INPUT REPORT I I I I -HYDRAULICS----------------HYDROLOGy_______ Max Delta Z (ft) 1 Delta Z Factor 001 Override Time Step Optimizer 0 Storm Drop Structure Optimizer 0 Rain Slm Start Tlme(hrs} 0 Ramfall Slm End Tlme(hrs) 76 Mm Calc Tlme(sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc(mln) To Hour n 15 n 15 #NAME? SELECTIONS---------~______________________ BASE [04/27/04] I I I + I Advanced COPYright Interconnecte Channel 1995, Streamline & Pond Technologies Inc I I Defaults Dur(hrs) Amount(ln) File Plnc(mm) Routmg Yes 72 144 FDOT-72 (ICPR ."*i!l1Ir**""*,*,* In put R e po rt 'I!i: :a-'*"*1fI*'IIl *'IIi *"*'***'*'*~""''IiI' i1r'li! lIP'll! *....*~~~.....i!Ir* lir'liii *;It :Ir,*"*r;r,IIr"**"'*.~ ..... ~Class Slmulatlon-----________________ C IICPRIDT50-168 ExecutIOn None Header I I -----HYDRAULICS-----------------HYDROLOGY ___________ Max Delta Z (ft) 1 Delta Z Factor 001 Overnde Time Step Optimizer 0 Storm Drop Struclure Opllmlzer 0 Ram Slm Start Tlme(hrs) 0 Ramfall Slm End Tlme(hrs) 172 Mm Calc Tlme{sec) 300 Max Calc Tlme(sec} 300 To Hour Plnc{mm} To Hour 168 15 168 15 #NAME7 SELECTIONS--------_______________ BASE [04/27/04] ----Class S Imulatlon------------------____________________ I I I + I Fr/e 050001-rcpr-lnput1 xIs Defaults Dur(hrs) Amounl(m) File Plnc(mm) Yes 168 182 FDOT.168 Ver 220) [31] Page 27 of 32 I I PrOject Name Project Number Date Clearwater Bank and Retail Center #050-001 4/28/2004 I INPUT REPORT I C IICPR\DT50-24Q Execution None Header I ---HyDRAULICS---------------HyDROLOGY---__ Max Della Z (ft) 1 Della Z Factor 0 01 Override Defaults Time Step Optimizer 0 Storm Dur{hrs) Drop Structure Optimizer 0 Ram Amount(m) Slm Start Tlme(hrs) 0 Ramfall File Slm End Tlme(hrs) 242 Mm Calc Tlme(sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc(mln) To Hour Plnc(mm) 240 15 240 15 #NAM E? SELECTIONS-------------------------_ + BASE [04/27/04J I I I I Advanced Copyright Interconnecte Channel 1995, Streamline & Pond Technologies Inc Roulmg I I I .............. Input Report ---Class Slmulallon------- C IICPR\OT100-01 Execution Both Header Bank and FOOT 100 Year March 22, 2004 ---HyORAULICS-------------HyDROLOGY------ Max Delta Z (ft) 1 Delta Z Factor 0 01 Override Time Step Optimizer 0 Storm Drop Structure Optimizer 0 Ram Slm Start Tlme{hrs) 0 Ramfall Slm End Tlme{hrs) 2 Mm Calc Tlme(sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc{mm} To 1 5 1 5 #NAME? SELECTIONS------------------------ + BASE [04/27/04] --Class Slmulatlon----------------------------- C IICPRIOT1 00-02 ExecutIOn Both Header Yes 240 202 FDQT-240 (ICPR _*** i1r;r.....*** ill *~ ** ,,"'I!I:*** *.......*~'iIr'lir'ilt* II!l *'jIj; *;r.,*T*'I!I:"*_~.___1iI' iIi'* j1pll!**~. I Retail Stomr Cerlter Events I Defaults Dur(hrs) Amount(m) File I Hour Plnc(mlll) I I I ----HyDRAULICS--------------------HYDROLOGY --------------- Max Della Z (ft) 1 I File 0500D1-lcpr-mput1 xis Yes 1 45 FDOT-1 Ver 220) [32] Page 28 of 32 I I PrOject Name Clearwater Bank and Retail Center Project Number #050-001 Date 4/28/2004 INPUT REPORT Della Z Factor o 01 Override Defaults Yes Time Step Optimizer o Storm Dur{hrs) 2 Drop Slructure Optimizer o Rain Amount(m) 65 Slm Start Tlme(hrs) o Ramfall File FDOT-2 Slm End Tlme(hrs) 3 Mm Calc Tlme{sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc{mm) To Hour Plnc(mm) 2 5 2 5 #NAME? SE LECTIONS~-m--------________~_________ + BASE [04/27/04J Advanced Interconnecle Channel & Pond Routmg (ICPR Ver 220) [33] Copyrrght 1995, Streamline Technologies Inc I I I I I I I ... ..........1fIl*** In p ut Re port ...111 lir'lii lIi: lrllr*****_lIr"*JIrlll *****.*~"'."".'linirw i1rw iA''iII:........''''"....Ifr'lil *'IIi **l!r.~,.". ---Class Slmulatlon------------_____ C \ICPR\DT1 00-04 Execution Bolh Header I I -HYDRAULICS-----------HYDROLOGY--______ Max Delta Z (ft) 1 Delta Z Factor 0 01 Override Time Step Optimizer 0 Storm Drop Structure Optimizer 0 Ram SIm Start Tlme(hrs) 0 Ramfall Slm End Tlme(hrs) 5 Mm Calc Tlme(sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc(mm) To Hour 4 5 4 5 #NAME? SELECTIONS-~---------------_~______ + BASE [04/27104] -Class Slmulatlon--------------____________ C \ICPR\DT1 00-08 Execution Both Header 4 72 FOOT -4 I Defaults Dur{hrs) Amount(m) File Yes I Plnc(mm) I I I -HYDRAULICS--------HYDROLOGY --------~_____ Max Delta Z (ft) 1 Delta Z Factor 001 Override Time Step Optimizer 0 Storm Drop Structure Optimizer 0 Ram Slm Start Tlme(hrs) 0 Rainfall Slm End Tlme(hrs} 9 Mm Calc Tlme(sec) 300 Max Calc Tlme(sec) 300 8 92 FDOT-8 I Defaults Dur(hrs) Amount{m) File Yes I I File 050001-lcpr-mpuI1 xis Page 29 of 32 I PrOject Name Clearwater Bank and Retail Center I Project Number #050-001 Date 4128/2004 INPUT REPORT I To Hour Plnc(mm) To Hour Plnc(mm} 8 5 8 5 I #NAME? S ELECTIONS-------------------------_____ + BASE [04/27/04] I Advanced Interconnecte Channel & Pond Routing (ICPR Ver 220) [34] COPYright 1995, Streamlme Technologies Inc I I **'** "l!r,**,," Input Report '* Il: **** ** *_......'Ii! ;rw'A 'IIr II: ****........ :tr..lIr.....w'lt ** :6-*_TT'*",*"'lIr** 1It*.'Ii'......1Ir ---Class Slmulatlon---------------____ C \ICPR\DTl 00-24 I Execution Bolh Header 0 --HYDRAULlCS---------HYDROLDGy----_____ Max Delta Z (ft) 1 Della Z Factor 001 Override Defaults Yes I Time Step Optimizer o Storm Dur(hrs) 24 Drop Structure Optimizer o Ram Amount(ln) 13 Slm Start Tlme(hrs) o Ramfall File FDOT-24 Slm End Tlme(hrs) 25 I Mm Calc Tlme(sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc(mm) To Hour Plnc(mm) I 24 5 24 5 #NAME? SELECTIONS----------------______ + BASE [04/27/04] --Class Slmulatlon-------------____ I C \ICPR\DT1DO-3 Execution Both Header I --HYDRAULICS--------------HYDROLOGy----__ Max Delta Z (ft) 1 I Delta Z Factor 001 Override Defaults Yes Time Step Optimizer o Storm Dur(hrs) 72 Drop Slructure Optimizer o Ram Amount(m) 162 I Slm Start Tlme(hrs} o Ramfall File FDOT-72 Slm End Tlme(hrs) 74 Mm Calc Tlme(sec) 300 Max Calc Tlme(sec) 300 I To Hour Plnc(mln) To Hour Plnc(mlll) 72 15 72 15 #NAME? SELECTIONS----------------------___ + BASE [04/27/04J I Advanced Inlerconnecte Channel & Pond Routing (ICPR Ver 220) [35] I File 050001-lcpr-lnput1 xis Page 30 of 32 I I PrOject Name PrOject Number Date Clearwater Bank and Retail Center #050-001 4/28/2004 I INPUT REPORT COPYright 1995, Slreamlme Technologies Inc I I *****'" ll:*** In put R e po rt ***'*'*'*....,,111 w iii *** :a-****_1iI..-.1t*",,1Ir. *~*~...*...1Il 'liP'" liP'" ""***-*.....*.....* ***..... -Class Slmulallon--------~--____________ C IICPR\DT100-7 Execution Both Header I I ---HYDRAULICS-------------HyDROLOGy________ Max Delta Z (ft) 1 Delta Z Factor 001 Override Defaults Time Step Optimizer 0 Storm Dur(hrs) Drop Structure Opllmlzer 0 Ram Amount{m) Slm Start Tlme(hrs) 0 Ramfall File Slm End Tlme(hrs) 172 Mm Calc T1me{sec) 300 Max Calc T1me(sec) 300 To Hour Plnc(mm) To Hour Plnc(mm) 168 15 168 15 #NAME? SELECTIONS--------____________ + BASE [04/27/04] --Class Slmulatlon--------------_____________ C \ICPR\DT100-10 Execution Both Header I I I g I --HYDRAULICS--------------HyDROLOG Y -----______ Max Delta Z (ft) 1 Della Z Factor 001 Overnde Time Step Optimizer 0 Slorm Drop Slructure Optimizer 0 Ram Slm Start Tlme(hrs) 0 Rainfall Slm End Tlme(hrs) 242 Mm Calc Tlme(sec) 300 Max Calc Tlme(sec) 300 To Hour Plnc(mm) To 240 15 240 15 #NAME? SELECTIONS---------________________ BASE [04/27104] I Defaults Dur(hrs} Amount(m) File I I Hour Plnc{mm) I + I Advanced COPYright Roulmg Inlerconnecte Channel 1995, Streamlme & Pond Technologies Ine I I Input Report ~* ******,* i1r*iIrw '" II i1r* "'= I!i 1Ir'lli 'iii' 11I'-' i1rw'lll ~ww ~ :Ir**'III:*~lIi i1r,..*_*-.'II!I i1r*w'" **-a *-A< File 050001-lcpr-rnput1 xis Yes 168 205 FDOT-168 Yes 240 242 FDOT-240 (ICPR Ver 220) [36] Page 31 of 32 I I I I I I I I I I I I I I I I I I I PrOject Name PrOject Number Date Clearwater Bank and Retail Center #050.001 4/28/2004 INPUT REPORT ~-----Class Slmulatlon-----------------------------------------___ C 11CPR\SWF2524 Execution Both Header Bank and Retail Center SWFllVMD 25 Yr 24 Hr Storm April 26, 2004 ------HYDRAUlICS-----------------HYDROlOGy------____ Max Delta Z (ft) 1 Delta Z Factor 0 0005 Override Defaults Yes Time Step Optimizer 0 Storm Dur(hrs) 24 Drop Structure Optimizer 0 Rain Amounl(rn) 9 Slm Start Tlme(hrs} 0 Rainfall File FLMOD Slm End Tlme(hrs} 24 Mm Calc Tlme{sec} 0 1 Max Calc Tlme{sec} 150 To Hour Plnc(mm) To Hour Plnc(mm) 24 5 24 5 #NAME? SElECTIONS--------------- + BASE [04/27/04] File 050001-lcpr-mput1 xis Page 32 of 32 I I I I I I I I I I I I I I I I I I I Appendix E ADICPR Pre-Development Stormwater Routing Analysis Stormwater Management System SWFWMD and City of Clearwater Design Report Bank and Retail Center 2760 Gulf-to-Bay Blvd. Clearwater, Pinellas County, Florida Apnl 28, 2004 Stillwater Technologies, Inc. November 4,2003 05000t-SWFWMD RptOl doc Stillwater Technologies, Inc I I I I I I I I ,I I I I I I I I I I I PrOject Name Project Number Date Clearwater Bank and Retail Center #050-001 4/28/2004 BASIN RESUL 1S COMPARISON Advanced COPYright Interconnecte Channel 1995, Streamline & Pond Technologies, Inc *** Basin Name JPRE Simulation I Time Max Flow I Max Runoff Max Runoff Name (hrs) (cfs) (In) Volume (cf) OT2-01 058 201 071 56901 OT2-02 09 221 104 8412 OT2-04 255 1 99 1 49 11991 OT2-08 403 239 209 16867 OT2-24 1203 092 346 27918 OT2-72 5997 062 404 32536 OT2-168 159 99 051 579 46620 OT2-240 18401 064 654 52679 OT3.01 077 302 087 7017 OT3-02 09 287 1 34 10767 OT3-04 255 241 1 83 14776 OT3-08 403 298 263 21186 OT3-24 1203 1 08 4 11 33114 OT3-72 5997 073 495 39891 OT3-168 159 99 057 663 53436 OT3-240 18401 073 758 61088 OT5-01 077 361 1 04 8413 OT5-02 09 356 1 64 13242 OT5-04 255 297 229 18469 OT5-08 403 343 304 24520 OT5-24 1203 1 31 499 40183 OT5-72 5997 087 607 48890 OT5-168 159 99 069 834 67246 OT5-240 184 01 09 96 77333 OT10-01 077 432 1 26 10167 OT10-02 09 428 1 96 15815 OT1O~04 255 357 28 22567 OT10-08 403 427 382 30792 OT10-24 1203 1 65 633 51004 OT10-72 5997 1 11 806 64938 OT10-168 159 99 078 96 77327 OT10-240 184 01 1 07 11 73 94533 OT25-01 077 582 172 13879 OT25-02 09 578 263 21186 OT25-04 2521 449 359 28922 OT25-08 403 526 477 38403 OT25-24 11 99 204 7921 63852 OT25-72 5997 1 38 1027 82792 OT25-168 159 99 1 061 1368 11 02681 File 050001-lcpr-pre xis Page 1 of 7 I I I I I I I I II II II II II I II I I !I II II I PrOject Name Project Number Date Clearwater Bank and Retail Center #050-001 4128/2004 BASIN RESULTS COMPARISON DT25~240 184 01 1 37 1535 123716 DT50-01 074 661 1 96 15817 OT50-02 09 655 297 23960 OT50-04 252 5 404 32533 DT50-08 403 603 551 44365 DT50-24 11 99 226 884 71269 OT50-72 5997 1 54 11 63 93751 OT50-168 159 99 1 17 1535 123707 OT50-240 184 01 1 52 1732 139574 DT100-01 074 796 238 19144 OT100-02 09 913 413 33261 OT100-04 252 582 477 38405 OT100-08 403 718 663 53435 OT100-24 11 99 261 1027 82782 DT100-3 5997 1 74 1339 107914 DT100-7 159 99 1 33 1761 141949 OT100-10 18401 1 84 21 27 171410 SWF2524 1209 855 644 519151 *** Basin Name I POST -SW SimulatIon I Time I Max Flow I Max Runoff I Max Runoff Name (hrs) (cfs) (In) Volume (cf) DT2-01 0471 0911 1 591 19411 OT2-02 084 081 206 2516 OT2-04 2041 051 264 3217 OT2-08 4 055 337 4116 OT2-24 12 019 494 6030 OT2-72 60 o 11 558 6801 DT2-168 1 160 008 746 9096 OT2-240 184 o 11 825 1 0065 OT3-01 067 1 07 1 83 2227 OT3-02 084 096 244 2982 0T3-04 204 058 306 3736 OT3-D8 41 065 41 4879 DT3-24 12 021 565 6897 OT3-72 60 012 657 8008 OT3-168 160 009 835 10186 OT3-240 1 184 012 935 11399 OT5-01 067 1 2 206 2516 OT5-02 084 1 11 283 3452 OT5-04 204 068 361 4402 OT5-08 4 0721 447 5454 OT5-24 121 024 6611 8056 OT5-72 I 59981 014 7761 9459 DT5-168 I 160 o 11 1014 12370 DT5-240 1 184 014 11 44 13949 File 050001-lcpr-pre xis Page 2 of 7 I I I I I il il il !I I il I il II II I II I I I I I I I I I I I PrOject Name Project Number Date Clearwater Bank and Retail Center #050-001 4/28/2004 BASIN RESUL IS COMPARISON OT10-01 067 1 36 235 2865 OT1 0~02 084 125 322 3926 OT10-04 204 079 42 5118 OT1 0~08 4 085 534 6512 OT10-24 12 029 803 9799 OT10-72 5998 018 984 12006 OT10-168 160 012 1144 13949 OT10-240 184 017 1363 16624 OT25~01 064 1 69 293 3571 OT25-02 084 1 55 4 4879 OT25-04 2041 094 508 6199 OT25-08 4 1 637 7766 OT25-24 12 035 97 11836 OT25-72 5998 022 1213 14800 OT25.168 1601 016 1562 19057 OT25-240 184 021 1732 21126 OT50-01 064 1 85 322 3926 OT50-02 084 169 439 5358 OT50-04 204 1 03 5581 6801 OT50-08 4 1 11 7161 8733 OT50~24 12 038 1066 13002 OT50-72 5998 024 1353 16502 OT50-168 160 018 1732 21126 OT50~240 184 024 1932 23561 OT100-01 064 212 371 4521 OT100-02 084 217 567 6921 OT100-04 1 204 1 17 637 7766 OT100-08 4 1 29 835 10186 OT100-24 12 044 1213 14800 OT100-3 5998 027 1533 18692 OT100-7 160 02 1962 23926 OT100-10 184 028 2331 28433 SWF2524 1204 177 815 9944 **" BaSin Name IpOST-SE Simulation I Time Max Flow I Max Runoff I Max Runoff Name (hrs) (cfs) (In) Volume (ef) 0T2-01 1 0471 1 541 1771 3289 OT2-02 084 1 34 2251 4189 OT2-04 204 081 284 5278 OT2-08 4 087 359 6668 OT2-24 12 029 517 9612 OT2-72 59981 016 581 10793 OT2-168 1 1601 013 771 14306 IOT2-240 1841 016 8491 15788 OT3-01 1 0641 1771 2011 37381 File 050001-lcpr-pre xis Page 3 of 7 I I I I , II II II I II ,I I II , II il il I :1 II I II II I II PrOject Name Project Number Date Clearwater Bank and Retail Center #050-001 4/28/2004 BASIN RESULTS COMPARISON DT3-02 084 1 56 264 4914 DT3-04 204 093 327 6082 DT3-08 4 1 01 422 7843 DT3-24 12 033 589 10941 DT3-72 5998 019 68 12641 DT3-168 160 014 859 15973 DT3~240 184 018 959 17826 DT5-01 064 1 97 225 4189 DT5-02 084 1 78 304 5643 DT5-04 204 1 08 382 7108 DT5-08 4 1 12 47 8727 DT5-24 12 038 684 12715 DT5-72 5998 022 8 14862 DT5-168 160 017 1039 19308 DT5-240 I 184 022 11 69 21720 DT1 0-0 1 064 222 255 4732 DT10-02 084 201 343 6375 DT10-04 204 1 24 442 8211 DT10-08 41 1 31 557 10350 DT10-24 12 045 828 15380 DT10-72 I 5998 027 1009 18753 DT10-168 159 91 019 11 69 21719 DT10-240 184 026 1388 25800 DT25-01 064 272 313 5826 DT25-02 084 245 422 7843 DT25-04 204 1 47 531 9870 DT25-08 4 1 54 66 12271 DT25-24 12 054 995 18493 DT25-72 5998 033 1238 23018 DT25-168 160 025 1588 29512 DT25-240 184 032 1758 32668 DT50-01 064 297 343 6375 DT50-02 084 267 462 8579 DT50-04 204 1 6 581 10793 DT50-08 4 1 71 74 13751 DTSO-24 12 059 1091 20273 DT50-72 5998 037 1378 25615 DTSO-168 1601 0281 1758 32667 DT50~240 183 95 036 1957 36381 DT1 00~01 064 338 392 7292 DT100-02 084 339 591 10978 DT100-04 2041 1 81 66 12271 DT100-08 I 4 1 98 859 15973 DT100-24 12 067 1238 23018 DT100-3 I 5998 041 1558 28956 DT100-7 I 159 97 0311 1987 36938 DT100-10 I 1841 0431 2357 43810 File 050001-lcpr-pre xis Page 4 of 7 I I I I I il II il I ,I I II II I 1 II il 'I I I I I I I 1 I , I I PrOject Name Project Number Oate Clearwater Bank and Retail Center #050-001 4/28/2004 BASIN RESULTS COMPARISON I SWF2524 *** 12 041 2 731 8 41 Basin Name IpOST-N 156031 Simulation I Time I Max Flow I Max Runoff I Max Runoff Name (h rs) (cfs) (In) Volume (cf) OT2-01 047 293 1 87 6270 OT2-02 084 25 235 7915 OT2-04 I 204 1 5 295 9901 OT2-08 4 1 59 37 12428 OT2-24 12 053 529 17771 OT2-72 5998 029 592 19912 OT2-168 160 023 782 26277 OT2-240 184 029 862 28961 OT3-01 0641 333 2 11 7091 OT3-02 084 291 275 9238 OT3-04 204 1 71 338 11363 OT3~08 4 1 85 433 14563 OT3-24 12 061 6 20180 OT3-72 5998 034 692 23261 OT3-168 160 025 872 29294 OT3-240 184 033 971 32650 OT5-01 064 37 235 7915 OT5-02 084 331 3141 10565 OT5-04 204 1 98 394 13228 OT5-08 4 204 481 16166 OT5-24 12 069 696 23395 OT5-72 5998 04 812 27283 OT5-168 159 95 03 1051 35333 OT5-240 184 0391 11 81 396981 OT10-01 064 415 265 89071 OT10-02 084 371 354 11896 OT10-04 204 226 453 15231 OT10-08 4 239 568 19109 OT10-24 121 082 84 28222 OT10-72 59981 049 1021 34327 OT10-168 1601 034 11 81 39696 OT10-240 184 047 1401 47084 OT25-01 064 504 324 10897 OT25-02 084 451 433 14563 OT25-04 202 2691 543 18239 OT25-08 41 281 672 22591 OT25-24 121 098 10071 33858 OT25-72 5998 06 1251 420471 OT25-168 1601 045 16 53796 OT25-240 1841 058 177 59508 OT50-01 064 5491 354 11896 File 050001-lcpr-pre xis Page 5 of 7 I I I I I II I II , I ,I I II III II I II I I I I I I , I I I I I I I I I PrOject Name Project Number Date Clearwater Bank and Retail Center #050-001 4/28/2004 BASIN RESULTS COMPARISON OT50-02 084 491 473 15899 OT50-04 202 293 592 19912 OT50-08 4 3 11 752 25272 OT50-24 12 1 07 11 03 37079 OT50-72 5998 067 1391 46746 OT50-168 159 86 05 177 59507 OT50-240 183 95 065 197 66226 OT100-01 064 624 403 13562 OT100-02 084 621 602 20247 OT100-04 202 33 672 22591 OT100-08 4 359 872 29295 OT100-24 12 1 21 1251 42047 OT100-3 5998 075 1571 52791 OT100-7 159 971 056 20 67232 OT1 00-1 0 184 078 2371 79662 SWF2524 1204 497 852 28625 ... Basin Name 1 POST -S Simulation I Time I Max Flow I Max Runoff I Max Runoff Name (hrs) (cfs) (In) Volume (ef) OT2-01 047 1 361 1 87 2898 OT2-02 084 1 16 235 3658 OT2-04 204 069 295 4576 OT2-08 4 074 37 5744 OT2-24 121 024 529 8214 OT2-72 59981 014 592 9203 OT2-168 160 011 782 12145 OT2-240 184 013 862 13385 OT3-01 064 1 54 2 11 3277 OT3-02 084 134 275 4270 OT3~04 204 079 338 5252 OT3-08 4 085 433 6731 OT3-24 12 028 6 9327 OT3-72 5998 016 692 10751 OT3-168 160 012 872 13540 OT3-240 184 015 971 15091 OT5-01 0641 1 71 235 3658 OT5-02 084 1 53 314 4883 OT5-04 204 092 394 6114 OT5-08 4 094 481 7472 OT5~24 12 032 696 10813 OT5-72 I 5998 018 812 12610 OT5-168 I 159 95 014 1051 16331 OT5-240 184 018 11 81 18348 OT10-01 064 1 921 2651 4117 OT10-02 I 0841 172 354 54981 File 050001-lcpr-pre xis Page 6 of 7 I I I I I I I II I il II I :1 I II I II I I I I II I I II I I I I I I I I I I I PrOject Name Project Number Date Clearwater Bank and Retail Center #050-001 4/28/2004 BASIN RESULTS COMPARISON OT10-04 204 1 05 453 7040 OT10-08 4 1 1 568 8832 OT10-24 12 038 84 13044 OT10-72 5998 023 1021 15866 OT10L168 160 016 11 81 18348 OT10-240 184 022 1401 21762 OT25-01 064 233 324 5037 0T25~02 084 209 433 6731 OT25-04 202 1 24 543 8430 OT25-08 I 4 1 29 672 10442 OT25-24 12 045 10071 15649 OT25-72 5998 028 1251 19434 OT25-168 160 0211 16 24865 OT25-240 184 027 177 27505 OT50-0 1 064 254 354 5498 OT50-02 084 227 473 7348 OT50-04 202 1 35 592 9203 OT50-08 4 1 44 752 11681 OT50-24 12 049 11 031 17138 OT50-72 5998 0311 1391 21607 OT50-168 159 86 0231 177 27504 OT50-240 18395 03 197 30610 OT1 00~01 0641 288 403 6268 OT1 00-02 084 287 602 9358 OT100-04 202 1 53 672 10442 OT100-08 4 1 66 872 13540 OT100-24 12 056 1251 19434 OT100-3 5998 0351 1571 24400 OT10067 1 15997 026 20 31074 OT100-10 184 036 237 36820 SWF2524 1204 23 852 13230 File 050001-lcpr-pre xis Page 7 of 7 I I I I I I I I I I I I I I I I I I II I Appendix F ADrCPR Post-Development Stormwater Routing Analysis Stormwater Management System SWFWMD and City of Clearwater Design Report Bank and Retail Center 2760 Gulf-to-Bay Blvd. Clearwater, Pinellas County, Florida Apn128,2004 Stillwater Technologies, Inc. November 4, 1003 050001-SWFWlvID RplOl doc StIllwater Technologies, Inc. I I I I I I I I I I I I I I I I I I I Pro/eel Name Project Number Date Clearwater Bank and Retail Center #050-001 4/28/2004 NODE MAXIMUM COMPARISONS Advanced Interconne Channel & Pond COPYright 1995, Streamline Technologies Inc Routing (ICPR Vef 220) [1] ~,,~ Node Name lOUT IGroup BASE (TIme units - hours) Slm Max Time Max Stage Warning Max Delta Max Surface Max Time Max Inflow Max Time Max Name CondItions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (cfs) Outflow Outflow (cfs) DT2-01 1 2319 2900 0004 0 1 068 0 0 DT2-02 2 2338 2900 0004 0 2 083 0 0 DT2-04 4 2377 2900 00051 0 358 093 0 0 OT2-08 I 81 2453 2900 o 0078 0 S 31 097 0 0 DT2-24 I 121 2530 2900 0008 0 1508 075 0 0 DT2-72 12 2530 2900 0008 0 6029 056 0 0 OT2-168 12 2530 2900 0008 0 1601 051 0 0 DT2-240 1201 2530 2900 0008 0 18411 063 0 0 OT3-01 2 2338 2900 0016 0 1 17 083 0 0 DT3-02 3 2358 2900 0016 0 192 093 0 0 DT3-04 5 2396 2900 0016 0 35 105 0 0 DT3-08 9 2473 2900 0016 0 517 108 0 0 OT3-24 12 2530 29001 0016 0 15 0841 0 0 DT3-72 I 12 2530 2900 0016 0 6042 0631 0 0 DT3-168 12 2530 2900 0016 0 160 08 0561 0 0 DT3-240 12 2530 2900 -0 1083 0 183 92 070 0 0 DT5-01 2 2338 2900 0016 0 1 17 086 0 0 DT5-02 3 2358 29001 0016 0 208 1 03 0 0 DTS-04 5 2396 2900 00161 0 35 1 10 01 0 OTS-08 I 9 24731 2900 0016 0 533 1 34 0 0 DT5-24 12 2530 2900 0016 0 1525 094 0 0 DT5-72 12 2530 2900 0016 0 6025 071 0 0 OT5-168 12 2530 2900 0016 0 160 08 065 0 0 DT5-240 12 2530 29001 -0 1 083 0 18425 082 0 0 DT10-01 2 2338 29001 0016 0 1 17 094 0 0 DT1 0-02 4 2377 2900 00161 0 2 1 11 0 0 on 0-04 5 2396 2900 0016 0 35 1 50 0 0 OT10-08 9 24731 2900 0016 0 517 169 0 0 OT10-24 12 2530 2900 0016 0 1508 106 0 0 DT10-72 12 2530 2900 0016 0 6042 082 0 0 DT10-168 12 2530 2900 0016 0 160 17 073 0 0 OT10-240 12 2530 2900 -0 1083 0 184 093 0 0 DT25-01 2 2338 2900 0016 0 1 17 1 01 0 0 OT25-02 3 2358 2900 0016 0 2 1 591 0 0 DT25-04 5 2396 2900 0016 0 317 2641 0 0 DT25-08 9 24731 2900 0016 0 483 247 0 0 OT25-24 12 2530 2900 0016 01 1542 144 0 0 OT25-72 12 2530 2900 0016 0 6042 091 01 0 DT25-168 12 2530 29001 0016 0 160 08 092 01 0 OT25-240 12 2530 2900 -0 1083 0 184 25 1 07 0 0 DT50-01 2 23381 2900 0016 0 1 17 1 09 01 0 DTSO-02 3 23581 29001 0016 01 192 212 0 0 DT50-04 5 23961 2900 0016 01 333 292 0 0 File 05000 l-Icpr -post 1 xis Page 1 of 8 I I I I I I I I I I I I I I I I I I I Project Name Project Number Date ClealWater Bank and Retail Center #050-001 4/28/2004 NODE MAXIMUM COMPARISONS OT50-08 9 2473 2900 0016 0 458 284 0 0 DT50-24 12 2530 2900 0016 0 1325 1 64 0 0 DT50-72 12 2530 2900 0016 0 6117 098 0 0 OT50-168 12 25301 2900 0016 0 159 92 097 0 0 OT50-240 12 2530 2900 -0 1083 0 183 92 129 0 0 DT100-01 2 2338 2900 0016 0 1 17 1 18 0 0 OT100-02 3 2358 2900 0016 0 1 58 293 0 0 OT100-04 5 2396 2900 0016 0 3 300 0 0 0T1 00-08 9 2473 2900 0016 0 433 339 0 0 DT100-24 12 2530 2900 0016 0 1283 206 0 0 DT100-3 12 2530 2900 0016 0 6233 105 0 0 DT100-7 12 2530 2900 0016 0 159 92 103 0 0 0T100-10 12 25301 2900 -0 1083 0 184 183 0 0 SWF2524 12 2530 2900 00078 0 1273 325 0 0 **. Node Name IpOST-NOR IGroup BASE (TIme Units - hours) Slm Max Time Max Stage Warning Max Delta Max Surface Max Time Max Inflow Max Time Max Name Conditions (fl) Stage (ft) Stage (ft) Area (sf) Inflow (cfs) Outflow Outflow (cfs) DT2-01 067 3070 3200 o 0005 211707 051 285 067 204 DT2-02 095 3071 3200 o 0005 212819 083 250 095 212 OT2-04 212 3060 3200 o 0005 203937 2 149 212 146 OT2-08 401 3062 3200 o 0005 2055 44 4 159 401 1 58 OT2-24 12011 3041 3200 o 0005 1892 11 12 053 1201 053 OT2-72 5994 3035 32001 o 0005 1843 44 5992 029 5994 029 DT2-168 159 92 3033 3200 o 0005 1827 12 159 92 023 159 92 023 DT2-240 183 78 3035 3200 o 0005 1842 79 183 75 029 183 78 029 OT3-0 1 075 3085 3200 o 5234 2236 43 067 331 075 283 DT3-02 092 3081 3200 o 3464 2202 51 083 2901 092 261 OT3-04 208 3064 3200 01812 2069 32 2 1 70 208 168 0T3-08 4 30661 3200 o 1003 2089 12 4 185 4 184 DT3-24 121 30431 3200 o 0346 1904 99 12 060 12 059 DT3-72 5983 3036 3200 o 0323 1853 99 5975 034 5983 034 DT3-168 15975 3034 3200 00106 1833 29 159 75 025 159 75 0251 OT3-240 183751 3036 3200 00196 1850911 183 75 033 183 751 033 OT5-01 075 3092 3200 o 5286 2292 43 067 368 0751 319 DT5-02 092 3088 3200 03691 2260 35 0831 330 092 298 DT5-04 208 3068 3200 01974 210342 2 1 97 208 194 OT5-08 I 4 3070 3200 01066 211469 41 204 4 202 OT5-24 I 12 3045 3200 o 0355 1921 24 12 069 12 069 OT5-72 5975 3038 3200 0037 1866 03 5975 040 5975 04 OT5-168 159 75 3035 3200 00123 1845 05 159 75 030 159 75 03 OT5-240 183 75 3038 32001 00158 1865631 183 75 039 183 75 039 0T10-01 I 075 31 01 3200 05719 2358 72 067 413 075 361 DT10-02 I 092 3096 3200 0396 231756 083 370 092 335 DT10-04 2081 3073 3200 02136 214319 21 226 208 222 OT10-08 41 30761 3200 o 1155 216564 4 239 4 237 0T1 0-24 12 3048 3200 o 0422 1944281 12 082 12 082 0T1 0-72 5975 3041 32001 o 04441 1885791 5975 0491 5975 049 DT10-168 159751 30361 3200 001351 1853 14 159 751 0341 159 751 034 OT10-240 I 183751 30401 3200 o 0181 1880 16 183 75 047 183 751 047 File OSOOOl-lcpr-postl xis Page 2 of 8 I I I I I I I I I I I I I I I I I I I PrOject Name PrOject Number Date Clearwater Bank and Retail Center #O50.(l01 4/28/2004 NODE MAXIMUM COMPARISONS OT25-01 075 31 18 3200 o 6523 2507 57 067 501 075 431 DT25-02 092 31 10 3200 04191 2441 81 0831 451 092 405 DT25-04 208 3081 3200 o 2292 2205 98 2 268 208 263 DT25-08 408 3084 3200 o 1195 2227 9 4 280 383 277 OT25-24 12 3051 3200 o 0499 1969 57 12 0981 12 098 DT25-72 5975 3043 3200 o 0508 1905 99 5975 060 5975 06 DT25-168 159 75 3039 3200 00173 1877 53 159 75 045 159 75 045 DT25-240 18375 30431 3200 o 0218 1903 04 183 75 058 183 75 058 DT50-01 075 3127 3200 o 6875 259071 067 546 075 465 DT50-02 092 31 18 3200 04431 2511 7 083 491 092 432 DT50-04 308 3088 3200 02197 2254 33 2 292 208 286 DT50-08 4171 30921 32001 o 13021 2292 32 4 311 383 305 DT50-24 12 3053 3200 0054 1 983 391 12 107 12 107 DT50-72 5975 3045' 3200 0054 191769 5975 067 5975 067 OT50-168 159 75 3041 3200 o 0188 1886 78 1595 050 159 75 05 DT50-240 183 75 3044 3200 o 0237 191474 183 75 065 183 751 065 DT100-01 075 3143 3200 o 7094 2726 33 067 619 075 522 OT100-02 092 3146 3200 o 4793 2753 78 083 620 092 5341 DT100-04 292 31 041 32001 o 2286 2388 3 2 330 217 329 DT100-08 408 31 16 3200 01464 2490 96 4 359 367 338 0T1 00-24 1225 3062 3200 o 0601 2052 2 12 1 21 11 75 1 17 DT100-3 5975 3046 3200 o 0552 1932 18 5975 075 5975 075 DT100-7 15975 3042 3200 o 0207 1898 86 159 75 0561 159 75 056 DT100-10 184 30541 3200 -00294 1988 72 18375 0781 183 92 082 SWF2524 1213 31 17 3200 o 0005 2496 87 12 4851 1216 444 *** Node Name POST-NWT Group BASE (Time units - hours) Slm Max Time Max Stage Warning Max Delta Max Surface Max Time Max Inflow I Max Time Max Name Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (ds) Outflow Outflow (cfs) OT2-01 1 2824 3200 o 0003 6320 92 062 499 1 068 DT2-02 I 2 2877 3200 o 0004 6709 15 091 514 2 083 DT2-Q4 3581 29141 32001 -0 00051 6992 17 2 1 344 358 093 DT2-08 531 2931 32001 o 0005 7123 67 4 373 531 097 DT2-24 1508 2847 32001 o 0005 6487 59 12 125 1508 075 DT2-72 6029 2790 3200 o 0004 6069 87 5993 070 6029 0561 DT2-168 160 1 2779 3200 o 0003 5989 4 159 92 054 1601 051 DT2-240 18411 2810 3200 -0 0005 621917 183 93 070 18411 063 0T3-01 1 17 2875 3200 04713 6696 33 058 770 1 17 083 DT3-02 192 2916 3200 o 4123 7007 65 092 569 192 093 DT3-04 35 29691 32001 o 3023 7421 371 1 83 965 35 1 05 DT3-08 517 2982 3200 o 2643 7523 49 325 937 5171 1 08 DT3-24 151 2880 3200 00743 673281 11 33 368 15 084 DT3-72 60421 2811 3200 o 0481 6222 03 59831 271 6042 063 DT3-168 160 081 2791 3200 00275 6078 15 3275 1 06 16008 056 DT3-240 183 92 2830 3200 o 0486 636261 3283 094 183 92 07 DT5-01 1 17 28871 3200 04879 6786 81 075 887 1 17 086 DT5-02 208 2960 3200 0428 7351 07 075 650 208 103 DT5-04 I 35 2993 3200 02513 761299 233 410 35 1 1 DT5-08 1 533 3019 3200 02852 782561 383 469 5331 1 34 DT5-24 15251 2918 3200 o 0643 701977 10581 330 15251 094 File 050001-lcpr-postl xis Page 3 of 8 I I I I I I I I I I I I I I I I I I I PrOject Name PrOject Number Date Clearwater Bank anu Retail Center #050-001 4/28/2004 NODE MAXIMUM COMPARISONS OT5-72 6025 2834 3200 o 0836 6397 12 59 228 6025 071 DT5-168 16008 2816 3200 o 0262 6262 45 3258 102 160 08 065 DT5-240 184 25 2873 3200 o 0621 6684 02 183 08 235 184 25 082 OT1 0-01 I 1 17 2917 3200 o 5762 701733 083 712 1 17 094 OT1 0-02 2 2999 3200 04731 7656 52 075 789 2 1 11 OT1 0-04 35 30281 3200 o 2998 7901 71 325 577 35 1 5 OT10-08 517 30381 3200 o 24621 7976 98 392 574 517 169 DT10-24 1508 2972 3200 o 1223 744767 11 613 1508 106 DT10-72 6042 2870 3200 o 0655 666038 5892 316 6042 082 0T10-168 16017 2841 3200 o 0445 6442 89 157 33 271 160 17 073 0T1 0-240 184 2913 3200 o 0652 6984 76 180 42 354 1841 093 DT25-01 1 17 2949 3200 o 48191 726982 083 1012 1 17 1 01 OT25-02 2 3033 3200 o 4401 7939 59 058 992 2 159 DT25-04 317 3074 3200 o 3453 8280 72 225 595 317 264 OT25-08 483 3068 3200 o 3085 8231 07 317 1086 483 247 OT25-24 15421 3025 3200 o 1422 787524 105 621 1542 144 OT25-72 I 6042 2907 3200 o 0836 6935 25 6033 284 6042 091 OT25-168 16008 2910 3200 00641 6964 2 158 33 338 160 08 092 OT25-240 184 25 2977 3200 00912 748721 183 83 428 184 25 107 DT50-01 1 17 29881 3200 o 6568 757432 05 832 1 17 109 DT50-02 1 92 3056 3200 o 5211 81268 092 1094 192 212 I DT50-04 333 3083 3200 o 3758 8354 65 1 83 1347 333 292 DT50-08 458 3081 3200 o 3304 8333 69 308 1014 458 284 OT50-24 1325 3035 3200 o 1383 7959 4 908 675 1325 164 DT50-72 61 17 2937 3200 012191 716947 5675 503 61 17 098 OT50-168 159 92 2932 3200 o 08251 713002 156331 456 159 92 097 OT50-240 183 92 3016 3200 o 10071 780291 182 33 432 183 92 129 OT100-01 1 17 3008 3200 o 6159 773038 05 1665 1 17 1 18 DT100-02 1 58 3083 32001 o 5957 835688 083 710 158 293 OT100-04 3 3086 3200 o 3476 837591 2 798 3 3 DT100-08 433 3098 3200 o 3444 847459 275 1048 433 3391 DT100-24 1283 3053 3200 o 1345 810694 1083 730 1283 206 DT100-3 6233 2968 3200 o 1339 741237 5717 583 6233 1 05 DT100-7 159 92 2961 3200 o 0705 7356 99 159 75 087 159 92 103 DT100-10 184 3044 3200 0194 8029 8 177 17 857 184 1 83 SWF2524 1273 3093 3200 o 0005 8439 36 1209 1071 12731 325 ..* Node Name POST -S Group BASE (TIme Units - hours) Slm Max Time Max Stage Warning Max Della Max Surface I Max Time Max Inflow Max Time Max Name Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (cfs) Outflow Outflow (cfs) OT2-01 062 3079 3200 o 0003 1819 91 05 1 32 063 105 DT2-02 09 3079 3200 o 0003 1820 82 083 1 15 091 106 DT2-04 209 3074 3200 o 0003 180418 2 069 2 1 068 OT2-08 401 3075 3200 o 0003 1806 84 4 074 402 073 DT2-24 12 3068 3200 o 0003 1781 59 12 024 1202 024 OT2-72 5994 3066 3200 o 00031 177452 5992 014 3461 022 OT2-168 158451 30651 32001 -0 00021 1772 26 1 59 921 010 160 15 0211 IOT2-240 183 581 30661 3200 o 0003 1774 51 183 751 013 182 03 0211 IOT3-01 0751 31271 3200 -0 46651 1905 96 067 153 075 495 OT3-02 0831 31091 3200 -0 3566 1890811 083 134 083 3831 File 050001-lcpr-post1 xis Page 4 of 8 I I I I I I I I I I II I I I I I I I I PrOject Name Project Number Date Clearwater Bank and Retail Center #050-001 4/2812004 NODE MAXIMUM COMPARISONS DT3-04 2 3103 3200 -0 3509 1885 69 2 0791 2 347 OT3-08 367 3096 3200 -0 3037 1876581 4 085 367 319 OT3-24 11 83 3084 3200 -0 299 1838 46 12 028 11 83 256 DT3-72 5967 3076 3200 -02217 1811 57 5975 016 5967 215 DT3-168 153 17 3071 3200 o 0838 1793 93 159 75 012 153 17 189 OT3-240 179 25 3075 3200 o 0992 1807 51 183 75 015 179 25 209 DT5-01 067 31 34 3200 -04947 1 910 98 067 1 70 067 532 DT5-02 1 31 19 3200 0424 1899 4 083 153 1 446 DT5-04 1 75 3098 32001 -0 3717 1882 05 2 091 175 329 OT5-08 408 3100 3200 -03348 188347 4 094 408 332 DT5-24 11 5 3084 3200 -0 2958 1839 27 12 032 11 5 257 DT5-72 5833 3079 3200 -0 2814 1821 06 59751 018 5833 229 DT5-168 153 17 3072 3200 o 0991 1798 86 159 75 014 153 17 196 DT5-240 182 42 3079 3200 -0 2811 1820 83 183 75 018 182 42 229 DT10-01 0751 3137 3200 o 5677 1914 03 067 1 91 075 555 0T1 0-02 1 3135 3200 051251 191218 083 1 71 1 541 0T10-04 167 31 08 3200 -03749 1890 38 2 104 1 67 38 DT10-08 342 31 00 3200 -0 3126 1883 43 4 1 10 342 332 OT10-24 12 3087 3200 -03048 1848 21 12 038 12 272 DT10-72 57921 3081 32001 -0 2929 1830 75 5975 023 5792 244 DT10-168 157 17 3076 3200 -023181 1812 68 15975 016 15717 216 DT1 0-240 181 08 3080 3200 -0 2858 1826 9 183 75 022 18108 238 OT25-01 067 3149 3200 -0 5305 1923 3 0671 232 067 621 OT25-02 092 31 30 3200 -0416 1907 97 083 208 092 5 1 DT25-04 225 31 19 32001 -0 4389 1898 97 2 124 225 442 OT25-08 41 31 12 32001 -0 3811 1893 73 4 1 29 4 404 DT25-24 11 67 3094 3200 -0 3466' 1872 74 12 045 11 67 312 OT25-72 575 30851 3200 -0 3047 1841 6 5975 028 575 261 DT25-168 I 15967 3079 3200 -0 2805 1822 8 159 75 021 159 67 232 DT25-240 177 421 3083 3200 -0 2979 1837 48 183 75 027 177 42 254 DT50-01 0831 3169 32001 o 6935 1939 62 067 252 083 726 DT50-02 0921 3157 32001 o 6054 1930 27 083 227 092 668 DT50-04 2 3135 32001 -0 4944 191255 2 1 35 2 544 DT50-08 5 31 19 3200 -0 495 1899 17 4 144 5 444 OT50-24 1208 3093 3200 -0 3362 1869 06 12 049 1208 306 DT50-72 I 5833 30831 3200 -02921 1837 08 5975 031 5833 254 DT50-168 153 25 3081 3200 -0 288 1829 27 1595 023 153 25 242 OT50-240 177 581 3085 3200 -03013 1841 4 183 75 030 1 77 58 261 DT1 00-01 067 3160 3200 -061 193247 067 286 067 682 OT100-02 092 3153 32001 05189 1926 54 083 287 092 643 0T1 00-04 217 3133 3200 -04913 1910 86 2 152 217 531 DT100-081 433 3137 3200 -0 56461 191388 4 166 433 554 OT100-24 11 92 3093 3200 -0 33061 1868 81 12 056 11 92 305 DT10Q-3 57831 30861 3200 -0 3018 184491 5975 035 5783 266 DT1 00-7 153 67 30831 3200 -0 2946 1834 99 159 75 026 153 67 251 0T100-10 180 08 3090 3200 -0 3311 1860 73 183 75 036 180 08 2921 SWF2524 1267 3099 32001 -0 0005 1876 87 121 224 12 1 218 Node Name POST-SE Group BASE (Time Units - hours) File 050001-lcpr.postl xis Page 5 of 8 I I I I I I I I I I I I I I I I I I I PrOject Name Project Number Dale Clearwater Bank and Retail Center #050-001 4/28/2004 NODE MAXIMUM COMPARISONS Slm Max Time Max Stage Warning Max Delta Max Surface Max Time Max Inflow Max Time Max Name Conditions (fl) Stage (fl) Stage (ft) Area (sf) Inflow (cfs) Oulflow Outflow (cfs) oT2-01 051 3069 3200 o 0004 850 96 05 1 50 051 149 OT2-02 084 3068 3200 -0 0004 8474 083 133 084 1 32 OT2-04 204 3065 3200 o 0004 835 52 2 081 204 08 DT2-08 4 3065 3200 o 0004 837 141 4 087 4 087 DT2-24 12 3060 3200 o 0004 820 45 12 029 12 029 OT2-72 5992 3059 3200 o 0004 81549 5992 016 5992 016 OT2-168 1 59 92 3059 3200 o 0004 81383 159 92 013 1 59 92 013 OT2-240 183 76 3059 3200 o 0004 81544 183 75 016 183 76 016 DT3-01 067 3085 3200 049591 905 51 067 177 067 48 DT3-02 092 3077 3200 o 4604 87982 083 1 56 092 308 DT3-04 158 3062 32001 0145 825 43 2 092 158 044 DT3-08 I 392 3073 3200 o 0792 865 22 4 1 01 392 223 oT3-24 12 3061 3200 o 0267 821 77 12 033 12 033 OT3-72 5975 3059 3200 00279 81657 5975 019 5975 019 DT3-168 159 75 3059 3200 o 0043 814471 159 75 014 159 75 014 I DT3-240 183 75 3059 3200 0007 81627 183 75 018 183 75 018 OT5-01 075 3088 32001 -0 4328 917 35 067 1 97 075 568 DT5-02 I 075 3082 3200 05117 896 92 083 1 78 075 42 DT5-04 233 3074 3200 02351 866 09 2 107 233 228 DT5-08 383 3076 3200 -0 0893 873 56 4 1 12 383 271 oT5-24 121 3061 3200 o 0305 823 44 12 038 121 038 DT5-72 5975 3060 3200, o 0323 81781 5975 022 5975 022 OT5-168 159 75 30591 3200 o 00491 81567 159751 017 15975 017 DT5-240 18375 3060 32001 o 0085 81778 183 75 022 183 75 022 DT10-01 I 083 3079 3200 o 8226 886 36 067 222 083 35 DT1 0-02 075 3087 3200 o 6979 911 38 083 200 075 523 DT1 0-04 208 3067 3200 02379 842 84 2 123 208 1 11 DT1 0-08 392 3079 3200 0332 884 77 4 1 31 392 34 DT10-24 12 30621 3200 o 0364 825 82 12 045 12 045 DT10-72 5975 30601 32001 003571 81984 5975 027 ' 5975 027 DT10-168 15975 30591 3200 000551 8165 159 75 019 159 75 019 DT10-240 183 75 3060 3200 o 00541 819 27 183 75 026 183 75 026 DT25-01 083 3089 32001 1 91961 067 271 083 585 DT25-02 108 3080 3200 07475 890 231 083 245 108 375 DT25-04 225 3079 3200 o 4499 884 88 21 147 225 34 DT25-08 458 3085 3200 o 5072 906 71 4 1 54 375 386 DT25-24 12 3063 3200 o 0431 828 69 12 054 12 055 DT25-72 5975 3061 3200 00192 821 91 5975 033 5975 033 DT25-168 159 751 3060 3200 o 0074 819 159 75 025 159 75 025 OT25-240 18375 3061 3200 o 0063 821 61 183 75 0321 183 75 032 DT50-01 I 092 3078 3200 09112 882 36 067 295 092 324 DT50-02 092 30921 3200 1 929 38 083 267 092 661 DT50-04 225 3082 32001 o 5372 895 24 2 160 225 409 oT50-08 392 3086 3200 o 6255 908 621 4 1 71 367 471 DT50-24 12251 3064 3200 o 04711 833 28 12 059 1225 0721 DT50-72 5975 3061 3200 o 0173 823 11 5975 037 5975 037 OT50-168 159 75 3060 3200 o 0083 819 951 159751 028 15975 028 DT50-240 I 183 751 3061 3200 o 0067 822 81 183 75 036 18375 036 DT100-01 I 0671 31 10 3200 o 9948 967 23 067 336 067 9371 OT100-021 0831 30721 32001 o 7591 862 141 0831 339 0831 2061 File 05000 1-lcpr-post1 xis Page 6 of 8 I I I I I I I I I I I I I I I I I I I PrOject Name Project Number Date Clea rwater Bank and Retail Center #050-001 4/28/2004 NODE MAXIMUM COMPARISONS OT1 00-04 I 308 31 16 3200 o 4887 972 53 2 1 81 2 482 DT100-08 1 367 3087 3200 04974 913 86 4 198 367 5 Dn 00-24 11 92 3068 3200 0052 84779 12 067 11 92 1 33 on 00-3 595 3062 3200 00195 824 57 5975 041 595 041 DT100-7 159 25 3061 3200 o 0095 821 19 159 25 031 159 25 031 OT100-10 177 3062 3200 o 0078 825 07 183 75 043 177 043 SWF2524 1271 3095 3200 -0 0004 941 73 12 267 1203 265 ~~~ Node Name I POST -SW I Group BASE (TIme Units - hours) Slm Max Time Max Stage Warning Max Delta Max Surface Max Time Max Inflow Max Time Max Name Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (cis) Outflow Outflow (cis) DT2-01 062 3077 3200 o 0002 791 04 06 1 78 062 177 OT2-02 I 09 3077 32001 -0 0003 7921 089 182 09 1 81 OT2-04 209 3073 3200 o 0003 77581 208 1 18 209 1 18 OT2-08 4 3074 3200 o 0003 778 631 4 129 4 128 DT2-24 12 3068 32001 o 0005 751 12 12 043 12 043 DT2-72 5994 3066 3200 o 0005 742 79 3461 029 5994 024 DT2-168 159 92 3065 3200 o 0005 739 98 158 45 029 159 92 019 DT2-24Q 183 93 3066 3200 o 0005 742 89 182 03 032 183 93 024 DT3-01 058 3087 3200 -1 836 02 075 594 058 385 DT3-02 0671 3091 32001 -11 851 08 083 478 067 473 OT3-04 1 83 31 14 32001 1 9052 2 405 1 83 818 OT3-08 325 3103 32001 1 886 08 367 380 325 757 OT3-24 11 33 30821 3200 1 81652 11 83 277 11 33 283 OT3-72 5983 3079 3200 o 9781 8023 5967 2271 5983 218 OT3-168 3275 3071 3200 -0 251 767 39 15317 199 3275 087 DT3-240 3283 3070 3200 -0 4172 762 58 179 25 221 3283 072 DT5-01 05 3044 3200 -1 641 68 067 653 0 0 DT5-02 1 58 3052 3200 1 675 98 1 532 0 0 OT5-04 3 3058 32001 1 708 05 1 75 386 0 0 DT5-08 267 3086 3200 1 830 77 392 403 267 356 DT5-24 1058 3081 3200 11 8091 11 5 281 1058 2481 DT5-72 591 3076 3200 1 790 06 5833 243 59 167 OT5-168 3258 3071 3200 -0 2709 765 48 153 17 207 3258 081 DT5-240 183 08 3077 3200 1 791 73 182 42 243 183 08 1 73 DT10-01 125 3075 3200 1 7862 075 681 1 25 1 52 DT10-02 058 30581 3200 -1 705 29 1 639 0 0 DT10-04 325 3098 3200 1 87937 167 441 325 476 DT10-08 25 3090 3200 -1 850 23 392 415 25 468 on 0-24 11 3092 3200 1 857 17 12 301 11 512 DT10-72 5892 3080 3200 1 807191 57921 262 5892 239 DT10-168 157 33 3079 3200 1 802 63 157 17 229 15733 219 DT10-240 180 42 3082 32001 11 81617 181 08 255 180 42 282 DT25-01 05 3065 3200 -1 738 77 067 790 05 016 OT25-02 058 3108 3200 -1 894 69 092 649 058 789 DT25-04 35 31 01 3200 -1 883 65 208 535 35 335 DT25-08 317 31 111 3200 -1 900 69 4 504 317 806 OT25-24 1051 30921 3200 11 85627 11 67 3471 105 506 DT25-72 60331 30791 3200 1 801 5 575 2831 6033 2141 OT25-168 I 158 331 3082 32001 1 813 23 159 67 2481 158 33 267 File 05000 1-1 cpr - posl1 xis Page 7 of 6 I I I I I I I I I I I I I I I I I I I PrOject Name PrOject Number Date Clearwater Bank and RetalJ Center #050-001 4/28/2004 NODE MAXIMUM COMPARISONS DT25-240 183 83 3085 3200 1 827 15 177 42 276 183 83 337 DT50-01 05 3091 3200 -1 854 067 888 05 493 DT50-02 167 3053 3200 -1 682 84 092 821 0 0 DT50-04 317 31 39 3200 1 947 07 2 646 1 83 875 OT50-08 308 3102 3200 1 884 83 408 519 308 752 DT50-24 908 3095 3200 1 866 63 1208 343 908 577 DT50-72 5675 3088 3200 1 839 62 5833 278 5675 405 DT50-168 15633 3087 3200 1 834 87 153 25 260 156 33 378 DT50-240 182 331 30851 3200 1 826 09 177 58 284 182 33 331 OnOO-01 05 31 14 3200 -1 905 91 067 894 05 819 OT100-02 233 3069 3200 -1 759 56 092 838 233 064 DT100-04 1 17 3080 3200 -1 808 24 217 642 1 17 244 OT100-08 275 3109 3200 1 896 24 417 648 275 794 DT100-24 11 751 31 111 3200 1 900 42 11 92 349 1083 58 on 00-3 5717 3090 3200 1 850 18 5783 293 5717 467 DT100-7 15417 3044 3200 1 637 73 153 67 2 71 0 0 DT100-10 17717 3100 32001 1 882 24 180 08 320 177 17 736 SWF2524 1268 3098 32001 -00004 872 19 1208 387 1209 387 File 050001-icpr-post1 xis Page 8 of 8 I I I I I I I I I I I I I I I I I I I Appendix G Pre-Developtnent vs. Post- Development Stonnwater Routing Surmnary Stormwater Management System SWFWMD and City of Clearwater Design Report Bank and Retail Center 2760 Gulf-to-Bay Blvd. Clearwater, Pinellas County, Florida April 28, 2004 Stillwater Technologies, Inc. November 4, 2003 0500Ql-SWFWMD RptOl doc Stillwater T echnolQpes, Ine ------------------- Pre vs Post Summary PrOject Name Project Number Engmeer Date Nak and Retail Center - Clearwater 050-001 Rick Blecha 4/28/2004 11 hr 12 hr 14 hr 18 hr 124 hr 3 day T 7 day T10 day Pre 0 201 221 1 99 239 092 062 051 064 2 yr Post 0 068 083 093 097 075 056 051 063 Max Stage 2824 2877 2914 2931 2847 279 2779 281 Pre 0 302 287 241 298 1 08 073 057 073 3 yr Post 0 083 093 1 05 1 08 084 063 056 07 Max Stage 2875 2916 2969 2982 288 2811 2791 283 PreQ 36 356 297 343 1 31 087 069 09 5 yr Post Q 086 1 03 1 1 1 34 094 071 065 082 Max Stage 2887 296 2993 3019 2918 2834 2816 2873 Pre Q 432 428 357 427 1 65 1 11 078 1 07 10 yr Post 0 094 1 11 1 5 1 69 1 06 082 073 093 Max Stage 2917 2999 3026 3036 2972 287 2641 2913 PreQ 562 576 449 526 204 1 38 1 06 1 37 25 yr Post Q 1 01 1 59 264 247 144 091 092 1 07 Max Stage 2949 3033 3074 3068 3025 2907 291 2977 Pre Q 661 656 5 603 226 1 54 1 17 1 52 50 yr Post Q 1 09 212 292 284 1 64 098 097 1 29 Max Stage 2986 3056 3083 3081 3035 2937 2932 3016 Pre Q 796 913 582 718 261 174 1 33 1 84 100 yr Post Q 1 18 293 3 339 206 1 05 1 03 1 83 Max Stage 3008 3083 3086 3098 3053 2968 2961 3044 PreQ 855 SWFWMD Post Q 325 25 yr Max Stage 3093 I I I I I I I I I I I I I I I I I I I Appendix H Envirorunental Report / Wetland Mitigation Plan (by Annstrong Envirorunental) Stormwater Management System SWFWMD and City of Clearwater Design Report Bank and Retail Center 2760 Gulf-to-Bay Blvd. Clearwater, Pinellas County, Florida Apn128,2004 Stillwater Technologies, Inc. November 4, 2003 05000t-SWFWMD RptOl doc Stillwater Technologies, Ine I I I I I I I I I I I I I I I I I I I ~Ipr 26 04 10: 50a Martin S. Armstrong, Ph.D 72? 726 87SD p.2 ARMSTRONG ENVIRONMENTAL SERVICES, INC. P.O. Box 518 Safety Harbor, Florida 34695 (727) 726-8896 (FAX) 726-8790 Apnl 23, 2004 Mr. RIck Blecha, P.E StIllwater TechnologIes, Ine 20 North Orange Avenue, SUite 1107 Orlando, FL 3280 I Via Fax (407) 206~7223 RE. Shoppes at Gulf-to-Bay Site, Clearwater, Flonda (S-T-R 17-29S~16E. PmeUas County) Dear Mr Blecha Pursuant to our meetIng WIth the CIty of Clearwater to discuss the new site plan and resolve outstandmg ISSueS with the wetland nutIgabon area and stormwater treatment designs. enclosed IS the re-revlsed envIrOnmental mitigatlOn plan submittal to modIfY the Southwest Flonda Water Management District (SWFWMD) EnVironmental Resource Pemut (ERP), apply for a new US Army Corp of Engineers (ACOE) ERP, and reapply to the CIty of Clearwater for a Fmal Site Development permit for the project referenced above Enclosures include an EnVironmental Narrative, the Uruform MItigatIon Assessment Method (Chapter 62-345), a Wetland CreatIOn and Buffer Mitigation Plan, Table One Project Wetland And Other Surface Water Summary, and Table Two Project On-Site MltlgatlOn Summary Please notIfy us If any additional infonnanon is reqwred If you have any questions, please feel free to call. Sincerely, ~- C@; ;W M s~strong, Ph. D ' Pre dent Enclosures cc: Paul Wyatt FIle 0087-011 PF (C \Reports\OO87-011-r14) Armstrong EnvU'Onmental Semces, Ine I I I I I I I I I I I I I I I I I I I Rpr 28 04 10:50a MartIn S. Armstrong, Ph.D 727 726 8790 p.3 SHOPPES AT GULF- TO-BA V, CLEARWATER, FL ENVIRONMENTAL NARRATIVE Revised April 23, 2004 INTRODUCTION The 2 22-acre Shoppes at Gulf-to-Bay site IS located on the north side of Gulf-to-Bay Boulevard (SR 60) at the mtersectlon WIth Sky Harbor Dnve in Clearwater, Florida (SectIon 17, TownshIp 29 South, Range 16 East, Pmellas County) The site development penmt for this project was prevlOllilly obtamed from the Southwest Flonda Water Management Dlstnct (SWFWMD), the US Army Corps of Engineers (ACOE) and the Clty of Clearwater However, a dry cleatllng facIlIty (Trophy Cleaners) on the site unmedlately adjacent to the eastern property line was found to have contaminated the groundwater pnor to construction of the proJect. The locahOD of the groundwater contammahon and the momtonng wells resulted in a need to change the Site plan m order to not disturb the contaminatlOn dunng conshUctlon of the Site, as per a request by the Florida Department of Envirornnental Protection (FDEP) The contarmnation is located ill the area ongmally proposed for the wetland rrutIgatlOn for the Exxon SIte The wetland mitIgation plan was reVised to accommodate thIs site plan change and the above-mentioned penmts were obtained m 2003 However, since that orne, a new owner and site plan have emerged for conSlderal1.on and the eXlShng penUlt needs to be modLfied agam The foUowmg is a descnptlon of the existing vegetative communities, the proposed Wetland and Upland Buffer Mitigation Plans (calculated With the new Urnfonn Mihgatton Assessment Method) and the SWFWMD Tables One and Two A meetmg was held With Ms Terry Finch of the CIty of Clearwater on August 6,2002 to dtscuss potentIal off-Site wetland IDItlgatlon areas to replace the wetland area proposed for unpact. After conSiderable consideratIon and research, it was detennmed there were no Sites WIthIn the project's dramage basm that would be available for wetland nutigatlon (both SWFWMD and ACOE require wetland mitigatIon within the same dramage basin as the 1ffipact). The dramage basm area IS developed to capacIty and any eXistIng wetland habItats have a dramage easement whtch allows the City or Pinellas County to conduct maintenance on the flowing ditches or flow ways, winch would not allow Implementahon of any wetland habitat restoration or creation projects Therefore, It was detenmned, off-site wetland nungatIon was not avatlable for this project The SWFWMD ERP No. 4418575 Ot for tlus project was ISSUed m Z003 ThIs permit approved ImpactIng and mihgatmg 0.14 :t acres of wetland habitat by constructing an on-site wetland nuhgahon area m the northeast porhon of the site. A pre-applIcatIon meeting was held at the SWFWMD-Tampa Office WIth Alberto Martmez and MIchelle Hopkins on March 23,2004 to dISCUSS the new SIte plan and mltIgatlon plan Mr. Martmez Informed llil the new Umform MlhgatlOn Assessment Method (UMAM) pursuant to Chapter 62-345 would be reqwred smce the proposed new site plan is a major modtficatIon The plan to proVide wetland uutigation in the stonnwater treatment pond utilizmg larger plant matenal and pre-treatmg the stonnwater runoff as much as possible would have to be evaluated With the UMAM He also mdlcated success cntena whIch mcludes wetland mlhgahon morutonng and mamtenance would also be (C \Reports\0087-011-r14) Armstrong EnVll'Onrnental ServIces, Inc I I I I I I I I I I I I I I I I I I I flpr 26 04 lO:50a MartIn S. Armstrong, Ph.D ?2? ?26 8790 p.4 required. ACOE permit no 199707479 (NW-MS) was ISSUed on October 22, 1998 and expired on September 15. 1999. Mindy Hogan of the ACOE-Tampa office ISSUed a NatloDWlde 39 permit ID 2003. whIch did not require a Wetland Rapid Assessment Procedure (WRAP) would be necessary. The proposed Wetland Mitigation Area Will agam be located in the stormwater treatment pond located m the northeast comer of the Site and pretreatment of the stonnwater wtll occur pnor to discharge into the Wetland MitigatIOn Area The reswtmg changes to the Wetland MItigation Area are prOVided m the reVised MItIgatIon Plan (attached). 1.0 EXISTING SITE CONDITIONS: The upland portion of th.ts site is a mesic oak hammock The site IS traversed with two ditches as follows' an east-west onented ditch (Wetland #1), which was man-made through upland sods to drain the wetland located west of the Site and connects to; a man-made north-south onented ditch (Wetland #2) whIch dralDs a stormwater treatment pond north of the site. A 36" diameter water tranSlnlSSlOn maIO owned by the City of St Petersburg crosses the western half of the site In a diagonal manner. TIns water transmIssion mam was lDStalled 10 the 1920's and is sItuated m the western 20' of a 50' -wide easement No butldmgs or ponds can be constructed withIn this easement. Therefore. the Site has been designed to place only parlang lots and dnveways Within the easement The canopy of the upland conununity IS dOlD.lnated by hve oak (Q V1rgmiana), with laurel oak (Q lawifolIa), water oak (Q mgra), long leaf pine (PinUS palustrJs), slash pme (P e/llOnJJ) and camphor tree (Crnnamomum camphora) as subdominants The understory IS dominated by muscadine (ViliS munsoma), saw palmetto (Serenoa repens), beauty berry (Calllcarpa amerzcana). caesar weed (Urena lobala), black berry (Rubus spp), elderberry (Samhuscus canadensiS), beggar tiCks (Bldens alha), VU'glDla creeper (Parthenoclssus qumquefolia), lantana (Lantana camara), BrazilIan pepper (&hmus terebmthifobus), dog felUlel (EupatoTlum spp), Johnson grass (Sorghum habpense) and ragweed (AmhrovJQ artemlsiifoliil) The site has been preViously disturbed as eVidenced by spoIl piles, constructlon debns, mvader species and the presence of man~made dt.tcbes The wetland IllDlts of tlus site were field reviewed and approved by Alberto Martmez (SWFWMD) on November 20, 1997. and Ene Summa (ACOE) on January 13, 1998 Please refer to the "Boundary and Topographic Survey" produced. by Polaris Associates, Inc, (dated 12/10/97) for the approved wetland Junsdlctlonal delmeatIon survey for this tract. Wetland #1 (3,025 square feet or 0,069 acres) IS an east-west oriented man-made ditch wluch was constructed ro upland sods to dram the wetlandlstonnwater treatment pond located west of this SIte ThIs wetland was clauned by SWFWMD to be a "surface water" WIth no reqwrement to replace:: wetland functtons The off-site pond discharges to Wetland #1 only after rautfall events TIus wetland IS only parttally vegetated wtth aquatic or wetland species such as swamp fern (Blechrmm serru/atum), cmnamon fern (Osmunda cmnamomea), cham fern (WoodwardlQ sp) and elderberry Wetland #1 flows east and roto Wetland #2, whIch flows south to a box culvert under Gulf-la-Bay Boulevard, eventually dtsehargmg rota Tampa Bay The US Fish & (C \Reports\o08'.OII-r14) 2 Annstrong EnVlronmental. Sel'Vlces, Inc. I I I I I I I I I I I I I I I I I I I Apr 26 04 10:51a Martin S. Armstrong, Ph.D 727 726 8790 p.5 Wildlife Wetland ClassificatIon for thts wetland IS "RIverine, lntenmttent, Sand Streambed" Wetlaod #2 (5,701 square feet or 0.131 acres), whtch 1S also a man-made ditch, receives stormwater from a large pond located north of the site VIa a pipe and headwall which was constructed on the site. Th.J.s wetland (W-2) flows south to Gulf-to-Bay Boulevard and has vlrtually no vegetation m the bottom of the ditch, winch ranges from 6 to 8 feet Wide, except at the SR 60 ROW where pnmrose Willow (Ludwlgla peruvlana) bas become established The side banks of thiS ditch are vegetated W1th CInnamon fern, elderberry, and beautyberry The canopy IS dommated by camphor and water oak in thts area. However, the wetland junsdlctlonal hoots stop at the top of bank, inside of any canopy species Therefore, the US Fish & WIldlIfe Wetland ClassIfication for dus wetland IS "Rivenne, Lower Perenrual, Sand Streambed" The north end of Wetland #2 has the remnants of a behead With one (1) sweet bay magnolia (Magnolia vlrgrmana), four (4) water oaks, one (1) slash pme and one (1) camphor tree The understory IS a mixture of muscadine, blackberry, Brazilian pepper, water pennywort, saw palmetto, Carolma Willow and camphor seedJmgs. Tlus area has been severely dehydrated by the north-south ditch and therefore has mnumal wetland value or functions presently The on-site sods as 1dentdied by tbe PIDellas County Sod Survey (1972) consIst of the followmg. Myakka fine sand (My)' A nearly level, poorly drained sod on broad flats between sloughs and swamps In places It IS gently SIOpIDg The water table IS normally at a depth of 10 to 30 inches Orlando [me sand, wet vanant (Or) A nearly level, somewhat poorly drained sandy soil on low ndges m the flatwoods ad near the base of slopes on the upland ndge The water table IS between depths of 10 to 40 mches fDr 6 months or more m most years. The latitude and longitude of the site are 2'f 57' 38" and 82043' 23" 2.0 SEASONAL WGHWATER ELEVATIONS: The hydropenod ofWe1land #1 was not detennmed smce the ditch IS dry except dunng stonn events The hydropenod of Wetland #2 was not estunated smce the system flows from north to south and has typically only a base flow conwtton (0.1' to 02' depth) except dunng stonn events The only InflOW to Wetland #2 IS the stormwater treabnent pond located on the Park Place parcel to the north, therefore, the flow rate IS controlled by the dIscharge structure of thIs pond 3.0 PROTECTED SPECIES: PedestrIan transects were conducted throughout the 2.22 :!: acre site to determme the potentIal presence and actlVlty status of any protected species (endangered, threatened or SpeCial concern) as IdentIfied by the US Fish and Wtldhfe Service (USFWS) or the Flonda Fish and Wtldbfe Conservation Comnusslon (FWC). During the pedestnan transects and dunng numerous site vIsits, AES dld not observe any protected SpecIes on the subject property In addition, It IS doubtful If any protected specIes eXIst on the site due to the proxlIDlty to SR 60 and the fact that the site IS surrounded by development on all four sides, wluch slglllficantly reduces the potentIal for protected species utthzation. (C \Reports\0087-011-r14) Annstrong EnVIrOnmental ServIces. Ine 3 Apr 26 04 10:51a Mart1n S. Armstrong, Ph.D 727 726 8790 p.6 I I I I I I I I I I I I I I I I I I I 4.0 PROPOSED CONDITIONS: The proposed sIte plan for tlus site COnsists of constructmg two (2) commercIal bUlldings, the pnmary faclhty WIll be a 6,600 square foot Commercial Bankmg FacilIty With a dnve-thru area, located approximately in the eastern pomon of the site, a 4,700 square foot retaIl/commercIal bwldmg WIll be constructed m the western portion of the site Three (3) detentIon ponds WIll be buIlt m the south-central, southwest and northwest portIons of the SIte to pretreat apprmamately 90% to 95% of the stormwater runoff before discharging mto the wet pond/wetland rmtIgatlOD area (M-l) m the northeast comer of the sIte The off-SIte flow from the western poroon will be piped around the northern perimeter of the SIte and discharge mto the outfall pipe, which IS located on the eastern edge of the site Th:1s outfall pipe Will also cany the northern off site flows and the stormwater from the Site to the southeast comer of the sIte. PROPOSED WETLAND IMPACTS The SIte plan proposes to impact the two wetlands (ditches) on the site, MininuzatioD and avoulance was attempted for the site deSIgn. However, considenng the site constramts (Off-SIte flows, location of the dttchcs running through the central portIon of the Site, St. Pete water mam location through the middle of the site, groundwater contammahOIl, etc.) and the lack of any viable off-Site wetland ffilhgatIon areas. the final deCISIOn to Impact the two ditches and replace any wetland functIons by creatmg a heavtly.planted wetland mitIgatIOn area Wlthtn the :,tormwater attenuation pond was considered the best alternative AlternatIve sites WithIn the area are not ava1lable for thIS type of commerCIal development Wlthm this immediate market area. Therefore, aVOIdance and mmlmLZation of the wetland unpacts was not poSSible WETLAND MITIGATION PLAN Attached are the Uniform MItIgatIon Assessment Method (UMAM) work sheets for Part I (Quahtative Descnpnon). Part II (Quantification of Assessment Area. two sheets) and the MItIgatIon DetermmatIon Formulas. The Wetland Impact areas #1 and #2 were combmed smce they have slD11lar habItats (upland..cut ditches) that have a combmed FunctIonal Loss value of 0.06 The proposed wetland ID1tIgation area has a RelatIve FunctIonal Gain of 0 SS which computes a Wetland MitIgatiOn Requirement of 0109 acres To compensate for the proposed wetland Impacts, the applicant proposes to create 0.12 acres ofa palustrine-forested habitat In the Stormwater AttenuationIWetland MItIgatIon Pond by heaVIly planting herbaceous and forested material utLhzmg larger plant material. The folloWIng is a planting schedule for tJus area: COMMON NAME SCIENTIFIC NAME SIZE ELEV, DC NUMBER Matdencane Pamcum hemttomon BR 27 0 - 26 5 2' 300 Pickerelweed Pontederla wrdata BR 27 0 - 26 0 2' 500 Arrowhead Sag1ffana lanclfolIa BR 26 5 - 25 5 2' 400 Softstem bulrush SclrDus valldus BR 26 0 - 2S 5 2' 400 Red maple Acer rubrum 7-gal 27 0 - 26 S 10' 20 Pond cypress Taxodlum ascendens 7-gal 26.5 - 26 0 10' 20 Swamp tupelo Nvssa svlvatlca 7 -l!a1 26 0 - 25 5 10' 20 TOTAL 1.680 WETLAND MITIGATION PLANTING PLAN (C \Reports\0087-011-r14) 4 Annstrong Envlf01lI1lCJlw Servlces.lnC I I I I I I I 'I I I I I I I I I I I I Apr 26 04 lO:52a Martin S. Armstrong, Ph.D 727 726 87S0 p.? MONITORING AND MAINTENANCE PLAN WETLAND MITIGATION MAINTENANCE: MaJ.ntenance of the wetland nutigation area WIll be conducted m perpetuity by the Property Owners AssociatIon (POA) on a monthly basIS to insure that the IDlugation area is meetmg the success cnteria of 85 % cover of beneficIal SpecIes and less than 5% cover of nuisance specIes The work effort conducted dwmg the maintenance events WIll consist of remoVIng the nmsance and exotic aquatic and wetland species utilIzing either manual or herbicuial methods If aquatIc-labeled herbicides are utIlized, they WIll be apphed under the SupervisIOn of a state-cert.J.:fied AquatIc PestIcide Apphcator utlhzmg technIques to mmimize damage to non-target specles. WETLAND MITIGA nON MONITORING: The wetland mitIgatIon area Will be morntored for a three-year period as follows, an inittal report follOWIng plantmg, followed by serm-annual morntonng events for three (3) years for a total of seven (7) monitonng events or unnl the success critena has been met after one year WIth no human mtervention. Momtoring will COnsist of the proVldmg the follOWIng data Within 30 days of each event. I Water level elevation 2. Percent SurviVal of planted species 3. Percent cover of naturally recruited Species (beneficial and nUlS3l1cc) 4 Color photographs from a fixed reference pomt. 5 Extent of mamtenance efforts conducted SlDce the last momtonng report. The lIUtial momtonng report wIll mclude the as-bwlt certdication of the wetland mitigation area. Annual morutonng reports Will be submItted to the USACOE Enforcement Branch m JacksonVIlle, FL and the Data Group, Southwest Florida Water Management District, 2379 Broad Street, BrooksVllle, FL 34609-6899 Penrut success cntena will be based on obtammg 85% cover of natlvc SpeCICS Wltlun the areas, 85% SurviVal of the planted species and less than 5% nUisance species (C \Reports\OO87.0 ll.r 14) 5 Armstrong EnVlJUnmental SeMces, IDe -- n \il B '0 g 6 o 00 ..... .;, -l"tl ::;t: -;E ...., :;t: ~ S~ N ... ot"" .. Ro> >.... t"'" t""~ rI) ~ (/}..., =E 0 2: n l'IHJ'J n(/}(/} rJ'J;E ~ t""'C'-< t""'C< :Er- .. Vlt""~ (/}-,., ~~ ,.,., t:l:I"tl t:C ~ "tl m c... !!;:E t'!:l 0 0 0 ~ N .... 0 Nr- ~ 0 W 0.. rr1Ro ~ .... '.Q ~ 0> \!O rI) [) [) :e.: fI'I 0-3 ~ -Z:E >- ,g 0 t""' :z: ~-llll> I=' ;:; tr.l ~ Q. ::E ~~ -l 0 trI ""'i ." 3: = !:riP:'> ." !.'I'l en 0 ::a ~ :E > rJi ';:tl e .-< ~ (/} - ::E N::: t"" 1:ri""CI Ill> ~ > (') tIJ t'I!.l ..., ::E ~ ~ ~l ~ 0-3 ~ .,,"'I:l n := m> -l n tfl .., ncnl'/1 -VI ~~ "'l::l I:""'L:O< no< t11 ent"'~ 1:""" ~~ ~ 1Il." VI~ tl;ll'/1 en Z .. c: :E ~ -I ~ <;I P '0 tIl- ::E -~ <II N .... 0 t"" t/) 0 w $ ~> P:> ~ ~ ... "' ~ n rI) [) -I .:e.: ;:: ~ "rj "rj~~ "tl 0 )> .,,"'I:l n m> -l~ n Vl ~ -I ~ ~ -s:; 0..... -i Ci > -l 0 Z )> ::s ~ > - .!, gf.[~~~~~S?~~ -- j:;:' PI 8 :> 0 tI::Ht.l ~ :=. II -'-6 0. e V.l e. CI.l ~? !!l ~ R>-!O ~~. ~::e; c.E ~ (\I ~ ::':;0 Z >-3 >-3 2- .... a ro g-t;gOtTJ~O'~ g- ~ t:I ~ II II ;s: II ;: (\I 0- '" ~~~~1'Il~~ ~Yl'll "g ::ro::s""'iP.l"~:E "'(ig::o:"(\I II::J ;;l OQ.(\ItD 00= III II e'W:;.o c~(II ::s~ - VJ .... 0'" (II ::l~:ES :=-rr1 s-o S. 11 II 3 c. II tr ... ~ e:.. trl - en ~;:~c :..,~ ~E o_~t:d t=: t'\l~ :E~~ II IIg c..~ P.II~C ::lg ~~ i=I:::l Q.~. .... <::; rt>n-('l PI'Tt -", x::r':Eo :-:'r- ~;:;. g ~ CD ~ ~ II c..~~ 'S.~~_ II~ 2.a =~[g. 5'~ E II ~ Q. - - ....:J ....' ;:r.., 00 8. t:!l =' ::tl s:: (11000 ....(\1 ntll ~o~tJ;l E..t-. ~a ~ ~ II g ? II 8 t; .... y 0 - (') dQtI.lOO3 l'r- ~e II! II n . "t:1 PI Ul- ..."1 11(')....0 IS '" c:; ). ;:: (II = ::le"9"C::I t""'Ul 30 Se.rJlu ~~. c:a ::~ [)> ....<11 000'" o y 0'" J:J "t:1 ." "'!j P: ::..n~e ~ II :E"- g 112.(; ~." CI.l~ S arco !: a- O~ . g p..2. ~~fi.i ~~ ....... ;J........... C/} '* -'::S'T1;:::l c:: j;P S~ ~1-r1 "'tlR (')Y.. a 0 II II II g. II fl!'T1~ ~ 8m ogg '1:l o~ 9ot'\l.1-+) n """s o !l ii tf.l;: :E'1:l ::s c.. cc.. C'II .... C'II ~II 6 ::':E 3 (\IrJl;:l Sn ~ ::. t::" 3. ~ ::. g [~: 2,[ in cc II t:1 'a 8.. !a (p o ~ ~ .g "8 ~ ~ ~ CI.l Cl c.. II~' iif - :::tt::l ... ::s 0 r :::r: AI 0 t"'" 9- Il9 ~ B: - < rJl a. (\I =- II Ul ::s 0 t' 0 e ~~ a ......, ~ c ~ !? ~ c [ II ji e {;' ~ r;- ~ c.. C'II II 50 t'\l "" '-' 0.. ~ ~ tl<l m ::l 0 -- - C'I 3l ~ ~ (") o ,-, z (j (j ~ ~ ~ 1 i 6 0 tll GO ~ -.J 6 - rI> .i, ~ .... ~ ~ rI> II i 0 .. n )( ;;; ~ ::r' l} ~ ~ ~ 8 ~ !! ~ ;;; :r n c.. ~ rI> eo -.J [ ('l rI '" ~ III i5 :I g> ., 6 :I , ~ [ Cl.. 3 ~ Oii !- 0 :::I ~ ~ ~ ~ .. o 8 '" :::I g, rJl n :l o rI> y> 5' ('l S.d OSLB 92L L2L a'~d '2uo~~sw~~ .S ut~Je~ >-:l"tl 3: ~~ ~ ~b , - >:j ~ ~~ Ol"'" rJJ(j >~ ...-j 8:j ~ o~ z~ p p ~ (':l"'l:l -.. - ~~ IV t-..> ~ r ~~ -~ :zoo ~~ .....j...-j 0 o~ ~~ z . (j"d mo ttl r''Tl - ~ 1-3 ~oo t!I!! ~c; e:; )- ~ ~ ~ ~ 00 ~ > b - ..,.., ~ ~ ~~ ::j tf.l mo ~ e ~ == ~ > ~ ~ II( ~ 00 > ~ n m n ~S ~ "" a mo c: m ...-j 0 ~ ~~ ~ i~ > ~~ --l ~o ~ trl ~"tlC Glts >~~ -l ~ 0 - ~ trJ )- 0 ~ -l ::c: > tTl ?:l ~-l ~~ tnC'l tTl ...., I I I I I I I I I I I I I I I I I I I ::r o - ...., - t:tI 00 ~ - -..J -- hi \D -- .- 0'1 "'tl ~ ir '" n o e2S:01 vO 92 ~dl:J I I I I I I I I I I I I I I I I I I I Apr 28 04 10:53a Martln S. Armstronc, Ph.D ?2? ?28 8?90 p. 10 PART 1- Qualitative Description (See Section 62-345.400, FA C) S'le/PrOJect Nan Application Number Assessmenl Area Name or Number Wf. ~ it 1 {it- 2. SHoP}>, > A-T t.;cJl..? TZJ aft\( 44 0 L 8s- 7 s-;. 00 2.. FLUCCs code F uMher cia ss lfica II on (opllona I) Assessment Area SIZe Impactor Mltlgallon SIte? :5om~~ 1 f f,.J-'l.. P.. oJ.) I'r1{S , ("''TEA'''' f IT E..Nr Dt 1-erflS IAt~,ac.r ~ o - Z- A-e... 5""""(0 Basln,wawrshe NamelNumbtlr Affected Waterbody (Class) eJ U) /)11"'\./-1.4- &try C. 1-.4$.$ 7JI. Special ClaSSIfication t' Q OFW AP <Mo' locallSwo~eaer.lJ d"'90.~O" 01 omponar.ce /\lONE.. GeographIc rei llonshlp to and hydrologIC conneclJon With wetlands, other surface waler uplands - Y1,A..J3 ZN' re fvtt T~r 1)' 7Z-H-'t-.5 r:::: ~;v! t:.:r 7?:1 I'!)<7tA/N.$;n ~ 0' JU.4 VI A- c::A/L. 1/"".9(. ft. '5/l. 6d. p"~!J H~ P/.Ht.~;"'~ !,4?-,-ul. ~ ~ 'Ev{.,...A~ c;v'-'y. A:.sessment a a desenphon z:.,...n/-t.-t'1r€"",r S~.s .::;1'fr'tA.V'-" $/~~V/".,..,7E/t O"S~ C. ~ 2.- P'!-'PJ, r..-'i~r f A/<:?r'LTH ~ $i~. ~6'~ WA--7'UL5 #pe.~ 7li BE.. /&.1Arv-~l.. SrgMicant nea~y features ~ I CJLIJ 7 '1+1'Vt p.o. any ($ /'t'I'p/lt:J -t: - 2..4..00 Dd\.AJ ...;SJYlLA-oM. !S ;z,tt--w,.....,-e:A.. p_",J i.l' S en ~ 7'D o-Ji...'fT" f ,..;<rlT'H- m:- 5 ; Tt.. , Unlq ue ness (con SId e n ng the re I a III/e fanly In re la lion to the reglO nil I landscape ) rJO(v~ FunctIons _ _ . 70" I.. ~ ~ ~ Mlllgallon for prevIous permllJother hlstonc use f"1'f , """" ,_. A-t.. vJ"...;L17- "i?1/A-(...1 . T J ~" ~ ,Pv'-'<:-t ~ ~ 5A-P ~T(O"" I :51t.V ~'P*5('p~ II/A jVtt "'" A-t-- 1/[,t(1.1>+"-'6,.1 - AntiCIpated WI dlde U\JhzaUon Based on lIteralure Rel/lew (ust of species AntJclpated Utilization by Listed Species [Llsl speCIes their legal tha tare rep res nta tll/ e of the asses sme n I a re a and re ason ably expe cted to d as slflCa tlcn (E, T, S SC), type of us 0 iI nd In Ie n&lty of use of !he be lounu) rr f7 ~___ ~J'" _,.... assessment area} 1VI1"/~;rj -(JA'$W""; ,,-' A_t ~-, r-o--__ 'j11Ylv p" ~$ CJ.t"V'-V ~7A. .s 7'iI~ (vl,....J,:3 I P.-'l6'/tO";Vt, /,vftNlVP,uJ ,ev~~.s ~t7"t. /ldrJC. ~~f1"'WJ ! ,+q",-".rzc. ~MCAU Observed EI/lc[ence ofWlldhfe Ullllzatlon (lISt speCIes directly observed, or other signs such as tracks, droppings casings nests elc ) {II d l d r6-IJ -S H c.i. E-S 0 (A... e ~ ny dO S f,/Lt/f../) rJ d S I 4"/ $ ~ f' It'd ~c. 1LIJ ,-I';, 7lE..O 9?~ c.. it...;5 . Additional rele~ant factors ~ y' r1L"." ~ / -..~.. -.r iT.N ~ .$,PG.s; t?.-4-,Jt.1t:. I'~ -$t r.t I"_P~f1€...,O'J _c::;/.... ~.....-.'~"-"-" _ J". '-~ p~ 7D ,.J<JIl-;4 J:{,.J~,.r: ~71'1 tr' ,.o~ r?J e~:r ~I? .s lL(;d ~~ 7 . { } 7U S."..J;)+ oi= "51'17.. . Assessment c ndueled by ;vi A-Ftn tv' 5 4"""$ .n<vW,;:( r R.... f) Assessment dale(s) 4-/7 - 4-/ if /04- Form 62-345 DO(1}. FA C (effectll/e date I pE5 a81~t.( -t(v!a4- ~ I Apr 26 04 10:53a I MartIn s. Armstrcn~, Ph ... . D 727 726 87S0 p. 11 PART II - Quantification of Assessment Area (Impact or mltlgatlon) (See Sections 62-345.500 and 600, F A.C ) I Site/ProJect Naml :5~pp~ $ "."C; v~ 1lJ Pm{ Impact or Millgalll n -r,......,P;4 ~r Application Number 44-0 l e5" 7S-~OQ Z. AS5eSsmenl conducted by r1 ~ > ~ Au.c. !l.Pf-f>>/( Assessme~t Area Name or Number I Wi (l,hvl) I~ I ~ 2.. I " I Assessment date 4/7-+/1tflrJtf- I ScorlnQ GUJd nee The sconng 01 each IndlcalClr IS based on whal would be slIItabl 10 r the type (I f wella nd 0 su rface waler asses ed I 'I I 500(6)(a) L callon and Land scapi S upp ort I 1110 pres or CUtTenl 3 I I I 5Q{J(6)(b)Wale Environment (nla for l piands) I lIIio pres or current 31 I 500(li)(c)COm ~unlty structure I 1 Vegela on and/or 2 Benltuc ommumty I 11/0 pres or currenl :3 I I Score'" sum 01 at we scoreslJO (II uplan<ls, etl lete Dy 20) current r wiG ores 0_31 I I Della = {w~urrenl] I o~ '3 Form 62-345 90C (2), FA C [effectIVe dale) />6:-) ae 7-11 flu I()~ ,II'!,4 I With 10 10 10 10 Optimlll110J Moderatel1 C ondUlon IS less than optimal butsufficlenl to malnlaln mOsl weiland/surface walerluncllons Mlnfmlllf4l Not Prasen! /01 Condition IS opllmal and fully supports wetland/surface Willer funchons MII11maJ level of support of weUandlsulfece waler runcuo rni ConditIon IS Insufficlenllo provide wetland/surface waler funcllons I-..qV,tIHL~'t...t.TY ~ thWIlT7t+"l3 Or/13r(.>P- AA. P.,rn. ~ IVDrre.'t."rTJJr. _ ,P,-~ C.c:u......._1"rl "I ~~t ST"S .,c "u"",,"'i/'1.. ! /N,/MfV{ !. ~6n<s. _ t.-J rI d I (t~ ~ i:S S IS ~!- 7"'t t.HL f" 'I L {;..... ;~.b Ihl€. /D pf../t rcPJII,J ~ _ 0 dW rvi ~ ,:;. J t.-l II AV[ TZJ j'Y2A"1/f.A-$1. j)1Yt a.J4"/ 2&I(l' ,... A a;:.. c. V(. "''fA. T Tb I"t-l..l. t. 5..S ~ fit. V I'~ ~ I J4A. r fA-,/)'L/J By rvtA$AWt-t ~() <l)Cd nc. -;;pt C;-'..1. _ ~ ",~,..A)I~ [.A#O lIS~ ~ I"W'lL rh~ 14 ,tJ~; 7Y .IJ'I t/fu:/~ WIth _ (;....f'l/l-./TT'~r ~ ,7n~.s OtJ'f... 70 ptJ~ ~ "T/-AJO S"Jr)a.-W."HtA. pvvIJ.s tlP,]n.t..-'JM) F-tdWS ltv ~U ONC-/ / ...~.,c--T'A ~.7lM-"- 't. Vt--n .. 7 rU ...- M ~'"T..O 'N I" IE.. fI d'tVO. _ V,.o1 In!.~ "",/M-y..I't.-QVI'kA-. 7 NO, I . J -s; {O C. () /(./t"7 '" .5 y' ~ ,./0 /..AIM M. ~,.,CA"'Of"J:!>.. _ 0/ 'f4 (. (")tH I r..y./ IS f'IA. ( ~ I 0"'\.1'4-(.. T'D f\lot'J - 'i ~ s 7f...ovT ,;if ~tS.. __ "'1. _71'i c. c. c;JW'o ,..... c..J,...t ry 01 5 lVl"t.;fj f.JJ P v'f. n ,....... ~ t Trt.A/T Fc-(/'W$ _ Vf4 f. ~-;~ I> ,vI1^,/AAk__ I"D rJd'rV-," ~ti~T f"J ~N'U.S.. _ ,.;0 ,.IA-1-U1VH... /2-f..C'..c.Vt 7M-"--"T, GI p~O Sr-tL- rl$. l:Wv~.~. _ 1'-'\4r'I-"""""" t.. {./{Jt..;fWp. &.vf 01 nffotJ Of"V"',J ~ ~~ .t j"1Trlc..u4 64 OS t 'f1 . _ 81,...n-n~ Cd--,......""'~ ry ,Mt.............i'tt... ra ,......vrv-f."(:. ';:0 ~r WIth If preservllllon as mlllgallOn, Pre&BIVahon adJuslmenl factor-= For Impact Bssessmenl areas 0.3 1l tJ~2- -:"'0 _Oce FL = delta ~ acres -= WIth Adjusted mltlgallon delta = lfmiligllllon T1me lag (t-lactor) .. For mItigation assessmenl areas R F G = della/(I-fa ctor ~ os k) " Risk factor = I I I I I I I I I I I I I I I I I I I 9pr 28 04 10:53a HartIn S. Ar t Ph ms reng, . D 727 728 8790 p.12 PART II _ QuantificatIon of Assessment Area (Impact or mitigation) (See Sections 62-345500 and 600, FAC ) Slle/ProJect NSml Apphca\lQn Number Assessment Area Name or Number 5J.../JPI'L! tlrr ~ v/.rf;.- 7rJ DI'h.f 440' 8s-7$.-~ 00 L /1-1 Impact or MltlgatJ n All sessment oond II ~Ied by Assessmen! dale HIT7t; ~(1~ ~_5-~~~-f 4/' - 4/4/#4- Sconnll Guid nee Ootlmal1101 Moderllte(11 MlmmElf/4f Not Present 101 The SCllm,g 0 f each Condlllon IS less than Ind Ica tor IS ba se d on whal Condlllon IS optimal and fuUy optlm ai, bul sufflclellt 10 MlIllmallevel of support of C and, lion IS msuffh:Jen I 10 would be swtabl lor the supports wetlandlsurfa ce m,unlaln mosl we~ andls urfa ce water p rovllle weUandJsurface type of wetland 0 surface walar functions weUand/!Iurlace funcllons waler fUllcl'ons weter asses ad waterluncllons _ ~i)t f,J.t- II-VA-f. /~~ IL'-Iy IS paPf"l. - t~(Ji7L.S w;t! he. r~eAI ~ .,q.A)bO 500(6)(a) l callon al'ld h$~ { N1Id/; If' t,v;tl 6e ,.~..Jr.;e4I Lanoscap Support - 0 g-wN -; ?l tA..-'\ _ ,5 (j A At'N -~, '7 /-4 Iff e.s .:$,s 7/ d 04/':/:(,eA . ~/o pres or rd t..-~ t 'J wT P #t'J~"" N E t,../ /I 1"'1."11" i current With - It c (; { S $ .. . ~ ,n..t.fo::lM (.(..S d -1 \-zt c::: ~ ,,'*"'- ~ ,.., s..J. .14-1/(;) t.-ll U:J LA M T1J oeP- J l.,-t . _ tw4~.A- t l..v'ltJ will b~ c-i($~ MnJ. fJ~d}-'\.Q ~t~ - v'toO! (, T1It,,:;U.f',J #./111 ,,~ O-/f?'~ ~ f'~o$iP ~,12..... 5OO(6)(b )Wall r EnVlronmenl t..-~ If"U..S .-""0 rlYP~f?O . (n/a for pland s) - P'1 A. ( "",I! be. ....~d o-td'I ~ ,6..-. 'iA do;\! pf.S ~ J i ' , 'I " - v'"i4t:..~~ /jf......vic= c__...._t7tt...5 ~ e "...., //,wP/U. .....n , r-/o pre s or curre nl Wllh {) I r B - AA-L "c..A-V"r~~ ~(llbe.. e4/~TJ'H<.-....o ~00(6}{c)COm unity:; truclure ~ ,..,~--rAI'1' .s ...y...c..~ (...S. - ..-A1~~ t'~ e.-(lJ r~L W/,dSAW(;.l (f..~(}il"- 5R!c.its 1 Vegela Ion and/or - t..t:.f'"V4.. ~ f./t~ (;"'l h/ .vIr / 6e./,.F!VA.-:I h y . . 2 BenthIC ommunrty "......tA-7-1l-,..,.~ ~nl)jl!i-~r cvWotT2.4-4 ~ ""10 pres or Ft,-?J7,,-1 ~ /2't4vt'-L dvnl'?~I'-I'~ , .. IS 1--f?-#"'L C. ~ t n t..s ",., fa s .dp-....r vf t( 1.... TIIf-fl......" "..".,11 WfUlW eurre nl With - 0 1 r '0 Score ~ sum of a ov<! sc:oreslJO (,r I f pre 5e rva tlO n as m Il'ga\lon, FOf Impact assessment areas uplands <l Iv.oe by 20) eu rrent Pre se rv a hon adJ us lmenl factor" r wlo nres With Fl" della x acres = 1 rO.1~ Adjusted ffiltlgalion delta = 0 III miligallol1 For mltlgallon assessment areas Delta" {w t t\-cU rrent] Time 11Ig (I-factor) = /_tJ 7 O~7' Risk faclor '" I ~ z... $"'" RFG = della/(l..fa~tor x IIS~) = (l~ ~-b Form 62..345 90. ( 2), F AC (elfecllve uate] I"t'6 j. PIt? .4f 41z ~ {,,4 ,M. I u:l .; ~'p{$ LlT4'vtF/"lJ Srry e.,.ef' ~l8S" 75'"'_0:1 Z. For each mpact assessment area (FL) Functional Loss'" Impact Delta X Impact acres PtE.:S ae. 7-d II I 4 Iz. "3/~4- For each ~jtlgatlon assessment area (RFG) I Relative Functional Gain'" Mlbgallon Delta (adjusted for preservation, If apphcable)/((t-factor)trlsk)) (a) Mltig~tiOn Bank Credit Determination L The total ~otentlal credits for a mlugatIDn bank IS the sum of the credits for each assessment area where asrssment area credIts equal the RFG lImes the acres of the assessment area scored I Bank Assessment I Area I ~pr 26 04 lO:53a I I I I I I example aa1 ae2 total I Martln S. Armstrong, Ph.D 727 726 8790 p.l3 MitigatIOn Determination Formulas (See Section 62-345.600(3), FA C) RFG x = Credits Acres EjBB I (b) Mltlg lion needed to offset impacts, when uSing a mitigation bank The num er of mttlgatlon bank credits needed, when the bank or reglOnal off Site mitigation area IS assessed In accordance with thiS rule, IS equal to the summal10n of the calculated functional loss for each Impact assessment area Impact I Assessment I Area I example tcl MIJuon~:~~d~ lo=acm~ ~,"g a bank To deteJlne the acres of mitigation needed to offset Impacts when not uSing a bank or a regional orfslte m tlgatlon area as mitigation, diVide functional loss (FL) by relative functional gain (RFG) If there a e more than one Impact assessment area or more than one mitigation assessment area, the Iota I unctlonalloss and total relative functIOnal gam IS determined by summation of the function I loss {FL} and relative functional gam (RFG) for each assessment area example a a 1 aa2 II total Form 62- 45 900(3), FA C {effective date] I I I I I I I I I I FL Credits needed = FL I RFG = Acres of Mitigation ~ ~~ I I I I I I I I Ii II I I I I I I I I I Distribution Page Stonnwater Management System SWFWMD and City of Clearwater Design Report Bank and Retail Center 2760 Gulf-to-Bay Blvd. Clearwater, Pinellas County, Florida Apn128,2004 Stillwater Technologies, Inc. CopyNo _ Copies 1-4 Southwest Flonda Water Management District 7601 Highway 301 Tampa, Florida 33637 Copies 5-8 CIty of Clearwater 100 S Myrtle SUite 210 Clearwater, Flonda 32043 Copy 9 Mr Paul Wyatt Wyatt Real Estate 1211 Westshore Blvd Tampa, FL 33756 Caples 10-12 MacDlll Credit Umon (via Wyatt Real Estate) Copy 13 - Stillwater - File