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PLT2004-00013 PL T2004-00013 2400 VARSITY DR LEHIGH HUNT PROPERTY PLANNER OF RECORD: JVS ATLAS # 281B ZONING: LMDR LAND USE: RL RECEIVED: 09/29/2004 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: DRC: CDB: CLWCoverSheet -:PL I JQ? l/>. CITY OF CLEAR'r.\TER OC01~ APPLICA TION FOR PLA T APPROVAL PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, 2"~ FLOOR PHONE (727)-562-4567 FAX (727) 562-4g65 PROPERTY OWNER'S NAME LLL ADDRESS PHONE NUMB[R APPLICANT'S NAME ADDRESS PHONE NUMBER (2 AGENT NAME ADDRESS I. tho undersigned. acknowledge that all repres~ntalions mado in this application are true and accurate to the best of my knowledge. II by 10m (lei ;-Oh)~ who is personally known to h~' r STATE OF FLORIDA, COUNTY OF PINEL~ SWOrn to and subscribed before me this~ Clay of &~NheA/' . A.D., ~ t6mG and/or I blU>Zj ,; G. Michael MackenZie SIgnature of owner or representativo Fourteen (14) copies of the preliminary plat must be submitted. i*: 0;*: ~. iR.1 August 5, 2005 ':Il',~f.,t\.~..~ BONDED THRU TROY FAIN INSURANC~ INC The preliminary plat shall be prepared by a surveyor, architect, landscape architect or engineer drawn to a scale not smaller than 1: 100 and shall not exceed 24" X 36" and include the following information: NORTH ARROW, SCALE:: AND DATE; TITLE UNOER WHICH THE PROPOSED PLAT IS TO BE RECORDED; RECEIVED NAME. ADDRESS ^ND TELEPHONE NUMBER OF THE PCRSON PREPARING THE PLAT: IDENTIFICATION CLEA.RL Y s'rATrNG THAT THE DR^WING IS A PRCLlMINARY PLAT; lEGAL DESCRIPTION OF THE::: PROPERTY WITH U.S, SURVEY SECTION, TOWNSHIP AND RANGE LINES; SEP y ~ 20U4 PLANNING DEPARTMENT CITY OF CLEARWATER ~XISTING AND PROPOSED F1IGHTS.OF-WAY AND EASF.~ENTS: PROPOSED STnEET N^MES: NAMES. APPHO?HIATEl Y POSITIONED. OF ADJOINING PLATS; P:lg(' 1 Z00'd d10:80 ~0/80/60 8088 686 818 ::IN I II::IWJ.H jJ - . ~'-...lt" i (' (' DIMENSIONS AND AREA OF THE FOLLOWING THE OVERALL PLAT AND EACH LOT STREETS RIGHTS-OF-WAY, INCLUDING RADII OF CUL-DE-SACS, COMMON OPEN SPACE OR OTHER LAND TO BE DEDICATED FOR A PUBLIC PURPOSE IF ANY Page 2 RECEIVED SEP ? ~ ~U04 PLANNING DEPARTMENT CITY OF CLEARWATER HTMAI INC t.- 813 989 3508 09/11/04 04:54P P.001 H.T. MAl, INC. eM Wolle;' IlCSCf;rces.. Transpoltation 6 LlmronmenfiJI Engineering 14091 N. D.lIII! M8bty Highway, TlIrn~a, Jl 99Gl~ (~1 g) 9&9~0600 rat: (~1 g) 9&9.g50G transm i t t a I to: SH~AAt f~Nt.J i Nt., OePt. fax: I (12,) 5" (p 2. - 4 ~ ~ ~ RECEIVED from: I H. T. MA( date: '9 - 2.9... 04 SFP ? ~ 2004 PLANNING DEPARTMENT CITY OF CLEARWATER re:1 LGHI6H - HUN' P(l.o~6JeT'f - rtee.~IMlrJA,.ey PLAT pages: I___L___~ lncluding cover sheet. NOTES: P6Aft- ?t\e~ . ---------------- -~-~-~~--------------------------------------- =======f~=~pp~~~~=~f==TI~=e~e~gfy=~======================= -------------~JfOO'--VA--SI-----,V~---------------------------- _____________ -.- . __ ____ _~__D__'O.l?:..______________________________ ======~~~~=~~~~~~~~!~~=~=~===========;~~~===========-= ============================~=~=~==~~~=====~~~~=----------- Origin<1l documents _ 'MIl ~ will not follow by mall. PrQJeCt No. 100. 04 . D 44' Sender/operator ~ Please can Ll$at (8131969-0600, if you do not receive allp.,ges, TIr.. inf"rm"IlIln rhlr:b /Q//,,"'S /:; intended only lor the revlt~".. and use OT tile MdlviduaJ recipient named sbovf.'. II tbf.' rC!t1dcr Qf t/Ji.'</ m",",""gl" i,'I not tho intended reeipumt. you iU'e h,Yeby DoUbed UJ..l any revie... use. cohlJbunJ.:..Ut1f1, JJaseliAJnlltJOTi, distribution or copJ'ing of thiS communication /8 sUlcUy proJ,ibit"d 11 you "live r"r:~,v~d ffri," <;omm.wie"Li,w III error, pJ"".~~ noliTy us Jmmedistely by telephone an,! retul'n ljJe orielrlllJ mtu{.~al!" tQ us ,t 14031 N. Dal~ NabrJ' Highway. !',mplf. n, 33610 vi" th" os rmlt"lfe Service " lll!'H.T. MAl, ..JC. CIVIL, ENVIRONMENTAL, TRANSPORTATION &- WATER RESOURCES ENGINEERING 14031 N. DALE MABRY HIGHWAY, TAMPA, FL33618 . PHONE: (813)9690600 . FAX: (813)969-3506 E-MAIL htmal@aolcom September 29,2004 ~dT~!J"$'.!J"-#, Development Review Manager City of Clearwater Planning and Development Services Administration Municipal Services Building 100 South Myrtle Ave., 2nd Floor Clearwater, FL 33756 RE: Preliminary Plat Submittal Project Name: Lehigh-Hunt Property Subdivision Parcel ID No.: 07-29-16-00000-420-0200 HTM Project No.: 100-04-044 Dear Sir of Madam: Mr. Tom Heironimous, Lehigh Investors, LLC., is proposing to subdivide his 7.22:1:: acre parcel into a 12 lot single family home subdivision. The project is located at NE Varsity Drive and Oberlin Drive, Clearwater, FL 33765 in Section 07-27-18, Pine lias County. The present land use Vacant. On behalf Mr. Heironimous, we respectfully submit the following documents for your approval: . Completed City of Clearwater Plat Approval Application . Fourteen (14) sets of plans including the following information: 1. North Arrow, Scale, Date, and Legal description 2. Title under which the plat is to be recorded 3. Preparers Information 4. Identification labeling the drawing as Preliminary Plat 5. Existing and proposed Right -of-Ways, proposed street names, and names of adjoining plats 6. Dimensions of all boundaries/areas contingent to the project · Review Fee in the amount of $600 We respectfully request your approval the Preliminary Plat. If you should have any questions or if we can be of further assistance, please feel free to call us at (813) 969-0600. Very truly yours, itt~ H. T. Mai, P.E. President RECEIVED Enclosures: cc: Tom Heironimous SEP ? 9 2004 PLANNING DEPARTMENT CITY OF CLEARWATER ~, HTMAI,INC 2003 DIsk 3 \\\Server\d\H T MAl, INC\PROJECTSIlOO CATEGORY\2004\044\Correspondance\clearwater letter oftransnnttal Prelun Plat wpd CL WCoverSheet RECEIVED SFP ~ ~ iU04 PLANNING DEPARTMENT CITY OF CLEARWATER PL T2004-00013 2400 VARSITY DR Date Received: 09/29/2004 LEHIGH HUNT PROPERTY ZONING DISTRICT: LMDR LAND USE: RL ATLAS PAGE: 281B PLANNER OF RECORD: JVS RElict V 1:0 ~r:P t) Q ?nn4 PLANNING OEPARTMENT CITY f')~ A Q\AlbTCP Receipt #: 1200400000000010208 Date: 09/30/2004 9/30/2004 12:39:48PM Line Items: Case No Tran Code Description Revenue Account No Amount Paid PL T2004-000 13 Preliminary Plat 010-341240 Line Item Total: 600.00 $600.00 Payments: Method Payer Initials Check No Confirm No How Received Amount Paid Check HTMAIINC dr 6111 In Person 600", ' .sf:, $600.00 Payment Total: RECEIVED SEP ? B 20U4 PLANNING DEPARTMENT CITY OF CLEARWATER t~ (> THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the applicati9~. ~ ~ \~ ,-. /~ ~ ~ cRecelpl rpl Page I of 1 r;fJIllTUQQ; ~,n~'t~LQF rltl.;r.,. .\!':,..:.\ ~"",u~',,<<;7~_ ..... ~t' #...../~-lIa ~~ " I ~........"" ~,~~,\ /'Ji, ~ !i\ ':, ~ ~".... ...~~ -_-::-..:..~ .....:(-- ...~ ':. =""'- Si~ "'\1"":--- ~41 ...~-:._-=---==- ,,~,;\ ":. '1);'-- .t~" .\ -- !'~ ~II-'" '(V: ,,, .......,.#" JITEf'." j 0.. '1.11" CITY OF CLEARWATER PlANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTIE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 loNG RANGE PLANNING DEVELOPMENT REvIEW November 22, 2004 Mr. Hung T. Mai, P.E. 14031 North Dale Mabry Highway Tampa, FL 33018 RE: Development Order regarding case PLT2004-00013 at 2400 Varsity Drive. Dear Mr. Mai: This letter constitutes a Development Order pursuant to Section 4-202.~ of the Community Development Code. On November 12, 2004, the Development Review Committee (DRC) reviewed your application for Preliminary Plat approval to subdivide a 7.22-acre parcel into a twelve lot single- family home subdivision, under the provisions of Section 4-703. The DRC recommended approval of the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with Preliminary Plat criteria under the provisions of Section 4-701; 2. The plan complies with General Applicability Criteria under the provisions of Section 3-913; and 3. The proposed development is compatible with the surrounding area. Conditions for Approval: 1. ,That a final plat be recorded with Pinellas County prior to building permit approval: 2. That individual water taps be provided for each lot, prior to issuance of a building permit: 3. That the water main must be 4-inch diameter to the end of Earlham Drive, prior to issuance of a building permit; 4. That the connection to the existing sanitary manhole shall be cored. Must provide invert elevation for the coring, prior to issuance of a building permit: 5. That a copy of SWFWMD Permit or letter of exemption be provided prior to issuance of a building permit: 6. That the sanitary sewage system will be private and maintained by the homeowner's association: 7. That all onsite utilities shall be buried: 8. That all Traffic impact assessment fees shall be assessed and paid prior to first CO: I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with the above eight conditions. The approval is based on and must adhere to the application dated received September 29,2004, the drainage analysis dated received October 22,2004, and the revised site plans dated received November 12,2004. BRIAN J. AUNGST, MAYOR-COMMISSIONER HoYr HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, CO~li11IS,IO"[R FRANK HIBBARD, COMMISSIONER * BIll JONSON, COM~llS,IOI\FR "EQUAL EMPLOYMENT AND AFFIRMAl lVE ACTION EMPLOYER" November 22,2004 Mr. Mai - Page Two The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. hI order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. If you have any questions, please do not hesitate to call John Schodtler, Planner I, at 727-562-4604. You can access zoning for parcels within the City through our website: www.mvc1earwater.com. * Make Us Your Favorite! Sincerely, Cynthia H. Tarapani, AICP Planning Director S:IPlannlng DepartmentlC D BIStandard FlexlInacllve or FInished CasesIVarslty Dnve 2400IVarslty 2400 Development Order doc ~~ttarwater yh ~ Pnnted: 11112/2004 () Times are subject to change 8:30 a.m. 9:00 am DRAFT ACTION AGENDA DEVELOPMENT REVIEW COMMITTEE Friday, November 12, 2004 STAFF REVIEW Case Number: PLT2004-00013 -- 2400 VARSITY DR Owner(s): Lehigh-Varsity Llc 633 PoinsettIa Rd Bellealr, FI 33756 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Applicant Tom Helroninmus 633 Pomsettia Road Bellaire, FI 33756 TELEPHONE: 727-638-2592, FAX: 727-733-1717, E-MAIL: NoEmal1 Representative: Hung T Mai 14031 N Dale Mabry Hwy Tampa, FI 33018 TELEPHONE: 813-969-0600, FAX: 813-969-3506, E-MAIL. No Email Location: 7.22 ACRES LOCATED ON THE NORTH SIDE OF VARSITY DRIVE APPROXIMATELY 50 EAST OF OBERLIN DRIVE. Atlas Page: 28lB Zoning District: LMDR, Low MedIUm DenSity ResidentIal Request: PrelImmary Plat approval to subdivide a 7.22 acre parcel into a twelve lot single family home subdivision, under the proVISIOns of Section 4-703. Proposed Use: Detached dwelling Neighborhood No Neighborhood AssocatIon Data Association(s): Presenter: John Schodtler, Planner I Attendees Included: The DRC reviewed this application with the following comments: General Engineering: I . I) Provide details for proposed/eXisting utIlItIes. Additional comments may be necessary based on the supplemental cIvil drawings. Environmental: I . No Issues. Fire: I . Roadway must be at least 24 feet m Width from edge of pavement to edge of pavement, for Fire Departnnent Emergency vehicular use. 0 " Harbor Master: G'-'l f\.,UV'\5 , ~ No Comments I' y S&$ IU-~A l Legal: No Comments Land Resources: I . No Issues. Landscaping: I . no Issues Parks and Recreation: I . Open Space and RecreatIon impact fees are due for thiS property pnor to final plat These fees could be substantIal and It IS recommended that you contact Deb Richter at 727-562-4817 to calculate the assessment Development ReView Agenda - Fnday, November 12, 2004 - Page I Stormwater: PrIor to buIldmg permIt, provIde copy of SWFWMD Permit or letter of exemptIon. Solid Waste: No Comments Traffic Engineering: I Approval for plat. The mtemal roadway WIll need to satIsfY fire reqUIrements. Planning: I . No Issues Other: No Comments Notes: Development Review Agenda - FrIday, November 12, 2004 - Page 2 9: lOam Case Number: FLS2004-08060 -- 2470 NURSERY RD Owner(s): Umtanan Umversahst Church 2470 Nursery Rd Clearwater, F133764 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Emall Applicant Umtanan Unversahst Church 2470 Nusery Road Clearwater, FI 33764 TELEPHONE: 727-441-4185, FAX No Fax, E-MAIL: No Email Representative: Paul E Hagler 1280 Heather Ridge Blvd Dunedm, FI 34698 TELEPHONE: 727-738-9025, FAX 727-738-9505, E-MAIL: pehagler@tampabay.rrcom Location: 4.79 acres located on the north SIde of Nursery Rd approxImately??? feet west of US Highway 19. Atlas Page: 317B Zoning District: I, Instttuttonal Request: FlexIble Standard Development approval for expansIOn of an existmg parkmg lot, located m the Institutional Zonmg Dlstnct. The request includes a reductton m total parkmg reqUired from 271 spaces to 241 spaces, per section 2-1203.1 Proposed Use: Places of worship Neighborhood No Neighborhood Assocation Data Association(s): Presenter: John Schodtler, Planner I Attendees Included: John Schodtler, ChIp Gerlock, Scott Rice The DRC reviewed this application with the following comments: General Engineering: 1 . No Issues. Environmental: 1 . No Issues 2 . No Issues Fire: No Comments Harbor Master: No Comments Legal: No Comments Land Resources: 1 . There is insufficent data to perform a complete revIew. ProvIde actual survey data at the existing Islands around the eXlstmg pme trees, what are the proposed elevations. Recommend that the eXlstmg Islands remam untouched. All new TOB should be at the canopy lines ofthe eXlstmg trees. 2 . Show the tree sizes and canopies of ALL trees on ALL plans pnor to D.O. 3 Remove all trees rated #2 or less on the tree mventory, also indIcate on the Site Plan which trees are to be removed pnor to D.O. 4 . Provide a Tree PreservatIOn Plan prepared by a certified arbonst, consultmg arborist, landscape architect or other speclahst m the field of arbonculture. ThIS plan must show how the proposed budding, parkmg, stormwater and utihttes Impact the cnttcal root zones (dnp hnes) of tree to be preserved and how you propose to address these impacts ie; crown elevatmg, root prunmg and/or root aeration systems. Other data reqUired on this plan must show the trees canopy line, actual tree bamcade hmlts (2/3 of the drip Ime and/or in the root prune hnes if required), and the tree barricade detaIl And any other pertment mformatlOn relating to tree preservatton ProvIde pnor to butldmg permIt. Landscaping: Development RevIew Agenda - Fnday, November 12, 2004 - Page 3 I . Per SectIon 3-1202 E I Code reqUIres a mmlmum of 10% mterior green space of gross vehIcular use area or 12% of gross vehIcular use area If parkmg spaces area greater than 110% of the reqUIred parkmg. Intenor Islands shall be desIgned so that m most cases no more than 10 parkmg spaces are provIded m a row. Intenor Islands shall be a mlmmum of ISO sq. ft., and be 8' of green space from back of curb to back of curb Athough this is a grass parking lot at thIS tIme It IS reqUIred to have landscaped Islands whIch meet Code (see other condItions for specifics). 2. Per SectIon 3-1202,E 1. - I Treehsland mimmum, I Tree/ISO sq. ft. of reqUIred green space; Shrubs: 50% ofreqmred green space; and Groundcover shall be utllized for reqUlred green space m lIeu of turf. 3. Per SectIon 3-1202.B.1. Code reqUIres trees to be 10' m heIght and 2 1/2" cal at planting, ornamental trees can be 8' m heIght and 2" cal , and palms must be 10' clear and straight trunk at planting. Make changes m Legend and submIt revIsed page for revIew. 4. Per SectIon 3-1204.D. alllandscapmg must be protected from vehIcular and pedestnan traffic by the mstaIlatIon of curbing and wheel stops, or other protectIve devices along the penmeter of any landscapmg WhICh adjoins vehIcular use areas and sidewalks. These protective devices shaIl have a mmimum height of SIX mches above grade. 5 . Plan does not meet the reqUIrements of penmeter plantmgs m Code SectIon 3-1202.D. Provide a buffer for the areas where parking faces the property lines and apply for the ComprehensIve Landscape Program for relief m any areas where Code can not be met. Through the CLP application we can offset certain Code reqUIrements WIth landscape exceedmg Code m other areas. Ie. mstead of the front property Ime havmg a contmous hedge and a hedge along the bUlldmg facade, we can aIlow a lush bUIlding landscape WIth a tiered effect m lieu of them being seperated where applIcable. 6 . Please email (arden.dlttmer@myclearwater.com ) or call to schedule an appointment WIth me to dISCUSS optIons for parking area island layout and deSIgn possIbilItIes. Parks and Recreation: No Comments Stormwater: I . I. ProvIde 50' of off SIte topography to show off SIte drainage patterns per CIty Dramage Criteria Manual. 2. Provide survey of existing SIte and sub-basin map. It is not possible to determme eXlstmglproposed dramage patterns with the mformatIon that was submItted. 3. ProvIde informatIOn as to the functIon ofthe existmg retention pond. 4. Plan references a detaIl of the existing drainage structure that cannot be found. 5. Provide size and type of existmg outfaIl pIpe on east SIde of property and the upstream mvert. 6. Provide cross-section of pond. SIde slopes need to be 4.1 or flatter. 7 Provide drawdown calculatIons for the pond. Pond needs to recover within 24hrs per City Drainage Cnteria. 8. ProvIde a soils report includmg seasonal hIgh water determination. All of the above needs to be addressed pnor to D.O. Solid Waste: I . Existmg Dumpster enclosure needs to be brought up to code Traffic Engineering: I . I Include a dIsabled parkmg stall and SIgn detaIl. 2 Disabled parkmg staIls that do not abut the sidewalk must have an accessible path. The acceSSIble path must be located where a user IS not compelled to walk or wheel behmd any parked vehIcles 3. Provide wheel stops where parkmg stalls abut SIdewalk. 4. AIl parkmg spaces and dnve aisles mast comply WIth current CIty standards. Include dImenSIOns for the driveway. 5. The first 3 asphalt parkmg spaces m the mtersectIon located northwest of the church should be removed to reduce conflict pomts 6.All of the above to be addressed pnor to D.O. Planning: I No Issues Development ReVIew Agenda - Fnday, November 12, 2004 - Page 4 9:20 am Case Number: FLS2004-09064 -- 300 PALM BLUFF ST Owner(s): Wlsne Development 3408 Beacon Street Pompano Beach, Fl 33602 TELEPHONE. 248-737-7247, FAX: No Fax, E-MAIL No Emal1 Applicant Wlsne Development 3408 Beacon Street Pompano Beach, Fl 336 TELEPHONE: 248-737-7247, FAX: No Fax, E-MAIL: No Emall Representative: Keith Zayac 701 Enterprise Rd East Ste 404 Safety Harbor, Fl 34695 TELEPHONE: 727-793-9888, FAX: 727-793-9855, E-MAIL: kelth@kelthzayac.com Location: 1.59 Acres located at the north-west comer ofthe mtersectlOn of Palm Bluff Street and Osceola Avenue. Atlas Page: 268B Zoning District: LMDR, Low MedIUm DenSity Residential Request: Flexible Standard Development to plat nine residential lots and construct eight new detached dwellmg UllltS, m the LMDR zOlllng distnct, per Sections 2-203 C. and 4-703.A. Please see the attached matrix for complete project request. Proposed Use: Detached dwelling Neighborhood No Neighborhood Assocation Data Association(s): Presenter: John Schodtler, Planner I Attendees Included: John Schodtler, Frank Gerlock, Scott Rice, Joe Colbert The DRC reviewed this application with the following comments: General Engineering: I . I) All adjacent sidewalks to be Improved to current standards mcluding ADA. 2) Solid waste trucks will only be able to dnve mam roadway. Suggest a stagmg area for black barrels. 3) Need to show water main construction. 4) Each water meter will be set by the City. All applicable fees to be paid by the applicant. 5) All proposed sanitary service wyes to be 6-mch not 4-mch as shown. 6) The sallltary sewage system will be privately operated and maintained by the association. 7) How does Lot # 17, Palm Bluff SubdlVlsion, gain access to their property? 8) Need to provide pedestram access gates to eXIsting nghts-of-way. 9) Where do visitors park? (Guests, service, deliveries, etc.) 10) Need to prOVide pedestrian sidewalks along a milllmum on one Side of the private streets. II) There may be additIOnal comments based upon submIttal of proposed water mam location and responses to these comments. Plat Comments I) All easements to be dimensioned. 2) Units oflength dimensions not identified 3) Need to label mgress/egress easements. 4) Need to include a statement prohlbltmg access from Lots I - 2- 3 to Osceola and from Lots 3 - 4 - 5 - 6 to Palm Bluff. 5) Need a drainage easement for pond on pnvate property and that portIOn of the pond bemg bemg constructed within common area. 6) Need easements for gate controls, power, etc. on Lots I - 5 - 6. Pnor to bUlldmg penmt, record final plat With Pmellas County. Environmental: I . No Issues Fire: Development ReView Agenda - Fnday, November 12, 2004 - Page 6 Entry gates must open to the entire width of the roadway for Emergency Vehicle access. An Emergency Vehicle Access System must be mstalled m gate and comply with Pmellas County Ordmance # 98-4. PLEASE ACKNOWLEDGE Harbor Master: No Comments Legal: No Comments Land Resources: I . Provide a Tree Preservation Plan prepared by a certified arborist, consultmg arbonst, landscape architect or other specialist in the field of arbonculture. This plan must show how the proposed bUlldmg, parking, stormwater and utilities Impact the cntlcal root zones (dnp Imes) oftree to be preserved and how you propose to address these Impacts Ie; crown elevatmg, bUlldmg lintels, root prumng and/or root aeration systems. Other data reqUired on this plan must show the trees canopy Ime, actual tree barricade limits (2/3 of the dnp Ime and/or in the root prune lines if required), and the tree bamcade detail. And any other pertment mformation the arbonst feels relates to tree preservation. Provide prior to bUlldmg permit. 2. Reroute the samtary lateral away from tree #14 prior to D.O. 3 Reroute the water mam away from tree #61 pnor to D.O. Landscaping: I . There are a few errors on the plan. Please correct and resubmit for review. 1. Plant list IS missmg a few plants shown on plan. 2. Plants on SE corner are not labeled. 3. Check the number of trees on each parcel vs. the reqUired number based on the lot area respectively. 2 . Landscape Plan does not show the sight triangles as descnbed m Article 3, Division 9, revise the plan to show these tnangles at all the street and dnveway intersections. Not all are shown. 3 . Plan does not meet the reqUirements of penmeter plantings m Code SectIOn 3-1202.D. ** 10 foot buffer required from street right of ways. 4. Per Section 3-1204.H. Plants m the sight triangles must be mstalled in accordance with the reqUirements m Article 3, DiVISion 9 to mmimize traffic hazards. ** There are two "SN" and one "QV" which will create viSibility problems as they mature. 5 . The eXlstmg canopies of ALL trees must be shown. The plan does not show ALL ofthem. Please darken slightly to clanfY and somehow differentiate the canopies of trees proposed to remam from those to be removed. Parks and Recreation: I . A RecreatIOn Facility Impact fee of $1 ,400 is due prior to building permit issuance or final plat (If applicable) whichever occurs first. Contact Deb Richter at 727-562-4817 If questions. Stormwater: I ., Prior to D.O. the plan is to show a IS foot dramage easement over the proposed IS" storm pipe for dramage from Sunset Drive and easemant is to be dedicated to the City of Clearwater. Prior to Issuance of a bUlldmg permit the followmg Items are to be addressed. I) A double nng infiltrometer test is to be performed at the retention pond showmg a 24 hour recovery time, 2) Provide garage floor elevations for all the homes and show that in a 100yr. storm that they will not flood. ThiS concern IS for a storm event and is mdependent ofFEMA storm surge reqUirement. Solid Waste: I . Explain how solid waste & recycling be Will handled, need truck turn around area. Please contact Bob Cantrell 727-224-7392. Traffic Engineering: Development ReView Agenda - Fnday, November 12, 2004 - Page 7 Planning: I. I. Show 20' x 20' sight distance tnangle at all driveways and mtersectlOns The tnangles are measured from the property Ime per (City of Clearwater's Land Development Code) Objects within the sight distance tnangles must not exceed 30" m height from the pavement. 2. The face of gate must be 20' from the back of sidewalk 3 Provide a pedestnan gate to the site which must be acceSSible to the disabled and mtemal sidewalks. 4. All of the above to be addressed pnor to D O. * Traffic Impact Fee to be detenmned and paid pnor C.O. 2. Provide Impervious Surface Ration (ISR) calculal10ns for each indlVlduallot. Resldenl1al Urban land use requires each lot meet 0.65 ISR. Resubmit building elevations. Provide dimensions includmg: base flood, maximum bUlldmg height, etc. ProVide eVidence supporting how the charactensl1cs of the requested mcreased bmldmg heights are characterisl1c of other structures m the surroundmg neighborhood. Photographs with dimensions are acceptable ProVide evidence supporting how the charactenstics of the fence heights and setbacks are characteristic of other fence structures III the surrounding neighborhood. Photographs with dimensIOns and/or surverys are acceptable. PrOVide estimated project value. Provide eVidence supporting how the charactensl1cs of the requested reduced front setbacks are characteristic of other structures m the surrounding neighborhood. Photographs with dimensIOns and/or surverys or a block survey are acceptable. 3 4. 5. 6. Other: No Comments Notes: Development Review Agenda - Fnday, November 12, 2004 - Page 8 . . 9:21 am Case Number: PLT2004-00( - 300 PALM BLUFF ST Applicant Wisne Development 3408 Beacon Street Pompano Beach, FI33602 TELEPHONE: 248-737-7247, FAX: No Fax, E-MAIL- No Email Wisne Development 3408 Beacon Street Pompano Beach, FI 336 TELEPHONE: 248-737-7247, FAX: No Fax, E-MAIL: No Ematl Owner(s): Location: Atlas Page: 268B Zoning District: LMDR, Low MedIUm Density Residential Request: Preliminary Plat for eight residential lots and one common property. Proposed Use: Neighborhood No Neighborhood Assocation Data Association(s): Presenter: John Schodtler, Planner I Attendees Included: The DRC reviewed this application with the following comments: General Engineering: No Comments Environmental: No Comments Fire: No Comments Harbor Master: No Comments Legal: No Comments Land Resources: No Comments Landscaping: No Comments Parks and Recreation: 1 . A Recreation Facility impact fee of $1 ,400 is due prior to final plat. Contact Deb Richter at 727-562-4817 if questions. Stormwater: No Comments Solid Waste: No Comments Traffic Engineering: No Comments Planning: 1. All utility faclhties and stormwater drainage facilities are required to be installed underground. 2 . Provide Impervious Surface Ration (ISR) calculations for each individual lot. Residential Urban land use requires each lot meet 0.65 ISR. 3 . All curbs, gutters and base materials for all streets, whether public or pnvate be installed prior to the recording of the final plat Other: No Comments Notes: Development Review Agenda - Friday, November 12,2004 - Page 9 .' Conditions Associated With PL T2004-00013 .. .. .~ .,~-::::::::. ~ ~ ~~.1~~"" "~..#~TE\\"oI" Engineering C'dHaition Don Melone 562-4798 10/29/2004 1) Provide details for proposed/existing utilities Additional comments may be necessary based on the supplemental cIvil drawings. 2400 VARSITY DR Environmental Condition No Issues. Fire Condition Joe Colbert 562-4567 xt 3548 10/22/2004 Roadway must be at least 24 feet in width from edge of pavement to edge of pavement, for FIre Departrment Emergency vehicular use. Landscape 10/20/2004 Arden Dittmer 562-4604 no Issues. Land Resource Condition Rick Albee 562-4741 10/27/2004 No issues. Parks & Recs Condition Open Space and Recreation impact fees are due for this property prior to final plat. These fees could be substantial and it is recommended that you contact Deb Richter at 727-562-4817 to calculate the assessment. Storm Water Condition Prior to building permit, provide copy ~f SWFWMD Permit or letter of exemption. Traffic Eng Condition Bennett Elbo 562-4775 10/15/2004 Approval for plat. The internal roadway will need to satisfy fire requirements. Zoning Condition 10/01/2004 No Issues Initials Missing Initials Missing Print Date: 11/05/2004 Page 1 of 1 Not Met Not Met Not Met Not Met Not Met Not Met Not Met Not Met Not Met CaseCondilons ,J ~. Clearwater I- " U FAX COVER MEMO CITY OF CLEARW A TER PLANNING DEPARTMENT 100 s. MYRTLE AVE., 2nd Floor CLEARW A TER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: H 1I.JG. T · MA') ~ E. FAX: 8/3-'7b'1-35lJ~ Phone: FROM: ~hn S:.hcJtler Phone: J IlJS/)t-f SUBJECT: ~J.f()D V/Jllsrrv DR- - Pul T -%/1'1 H 61llotJI ~!AS - - f/l"I~- 07)(J1.3-- DATE: MESSAGE: P!-<6- 1/r<C- C~M6rIT~ NUMBER OF PAGES(INCLUDING THIS PAGE) " " '::B 1[1 I t lei F'EF'CiF'T Nov. 05 2004 11:51RM YOUR LOGO YOUR FRX NO. Clt~OfClearwater-Plan Dept 727 562 4865 NO. OTHER FRCSIMILE 01 98139693506 STRRT TIME USRGE TIME MODE PRGES RESULT Nov.05 11:50RM 00'48 SND 02 OK TO TURN OFF REPORT, PRESS 'MENU' 004. THEN saECT OFF BY USING '+' OR '-'. FOR FRX RDVRNTRGE RSS I STRNCE, PLEASE CALL l-000-HELP-FRX (435-7329). d.'ft) 0 V IJ/~ ___/{V' L/ \,/ (/ l/~ .,. ( 1 GRUlfuS, R W SMIGELS, TIMOrn... 13 GRUBBS, KAREN H SMIGELS, BARBARA J 808 OBERLIN DR 765 OBERLIN DR CLEARWATERFL 33765 - 2318_ CLEARWATER FL 33765 - 2317 WHIT AKER, STEVEN F L'ETOILE, MARGO D 764 OBERLIN DR CLEARWATERFL 33765 - 2316_ GRAFF, STACEYH GRAFF, LINDA S 809 RUSKIN RD CLEARWATERFL 33765 - 2340_ LOW, KEVIN M LOW, HEATHER L 2388 VARSITY DR CLEARWATERFL 33765 - 235L <00 SAUL, RANDY E SAUL, KARl M 2401 VARSITY DR CLEARWATER FL :: PINGOR, BRIAN R 977 COLLEGE HILL DR CLEARWATERFL 33765 - 2313 HUNT, GEORGE A III TRE 40 N PINE CIR BELLEAIR FL 33756 - 1640 ~-~-~ ~~-~~"""~-"'",~~",.,,"....^.....~,~_., '''',.w/ ~,...._."~....~., ..._..-......,~-- N ...~,.~~" y _,~~~ ~~...........' ~,........ ,,,,, ,,~..., ...~ v.....,.. -~, .~ BROWN, HARRY C BROWN, JOAN L 2380 VARSITY DR CLEARW ATER FL :: SAUL, RANDY E SAUL, KARl M 240 1 VARSITY DR CLEARWATER FL :: t . ~"Cfe-arwater I-- '>, :f < <", < ~ .r .~' CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIP AL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WWW.MYCLEARWATER.COM o October 01,2004 Hung T Mai 14031 N Dale MabryHwy Tampa, FI 33018 RE: PLT2004-00013 -- 2400 VARSITY DR -- Letter of Completeness Dear Hung T Mai : The Planning Staffhas entered your application into the Department's filing system and assigned the case number: PLT2004-00013. After a preliminary review of the submitted documents, staff has determined that the application is Complete. The Development Review Committee (DRC) will review the application for sufficiency on November 12, 2004, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. Please call Sherry Watkins, Administrative Analyst, at 727-562-4582 no earlier than one week prior to the meeting 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 regarding your application. Additional comments may be generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 727-562-4604 or J ohn.Schodtler@myc1earwater.com. Sincerely yours, ~~~'- JoOO Schodtler Planner I Letter o(Completeness - PLT2004-000/3 - 2400 VARSITY DR \ '::B j[I I t lei F'EF'CiF'T Oct. 01 2004 10:29RM YOUR LOGO YOUR FRX NO. Clt~OfClearwater-Plan Dept 727 562 4865 NO. OTHER FRCSIMILE 01 97331717 STRRT TIME USRGE TIME MODE PRGES RESULT Oct.01 10:28RM 00'39 SND 01 OK TO TURN OFF REPORT, PRESS 'MBIlJ' tt04. ~ SELECT OFF BY USING '+' OR '-'. FOR FAX RDVANTRGE RSS ISTRNCE, PLEASE CALL 1-800-HELP-FAX (435-7329). oj; '::B m I ~ lei F'EF'I]F'T Oct. 01 2004 10:26AM YOUR LOGO Clt~OfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE 01 98139693506 START TIME USAGE TIME MODE PAGES RESULT Oct.01 10:25AM 00'38 SND 01 OK TO TURN OFF REPORT, PRESS ' MENU' 004. THEN SB..ECT OFF BY USING '+' OR '-'. FOR FAX RDVANTAGE l=ISSISTANCE, PLEASE CALL 1-800-HB...P-FAX (435-7329). I, I il I ,I 'I I I ,I; ,I 11 ,1\ I I I' I I :1' I DRAINAGE ANALYSIS FOR LEHIGH-HUNT PROPERTY SUBDIVISION NE VARSITY DRIVE and OBERLIN DRIVE CLEARWATER, FLORIDA 33765 SECTION 07/27/16, PINELLAS COUNTY SUBMITTED TO CITY OF CLEARWATER PLANNING DEPARTMENT and SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT SUBMITTED BY ,- , ,~ TOM HEIRONIMOUS LEHIGH INVESTORS, LLC. 1027 BROADWAY DUNEDIN, FL 34698 .., ~ i ocn~ " o$QO ,..~ < 0 -m 0< ~rnm < 5 ~ "'0 m s: ::D m 3 PREPARED BY H.T. MAl, INC. CIVIL, WATER RESOURCES & ENVIRONMENTAL ENGINEERING 14031 N. DALE MABRY HIGHWAY TAMPA, FL 33618 OCTOBER 2004 / ", > ~ - ~..:.~..'!.~ ,~ - ",i- :.~';L .>-,~, " lptlflll'f "',';' ,I' '., 0 ,\~,1\ _ / ' Itll ;' _\,..""l "..~\' ,: ~:! ',;', ';: '.-1/ ~~'" i;':>' ,\~- " .." , '.':~!r..<:;;~"'''Y r ~,~~... -:'11 ~ " ' ",,' ';-';\"(1'" ,J, '" .\";J~ ,.,;':':'! ".f "',,\I(.:~" '. ,::.';1.:.', '1'/ ~' ..,',l~' _,;,)1" f> ~ ~ t.t) <;r,,..J -. t_? -:: t'..~(' J .~ r . u - It. . . -~ - ,,~....;. ,../-:.- O."....-~L~/" ,~ -:;- ".' ~_. 61. L,LJ 4-'~ . f" : ~t_ J/:.i ~ -: ,::: .;. 1"'.: C: :-.' ~ : <~~r- ,;.-J~:.:J".il.:>:_ I... 1('~-:...J~ ;'-~ ,I$. -;.,.;' 0.;" %., ...~-.CC. " - <"~~ '{.~,-~,'" "~; _ /:; L,'., C . "C:(:- '1-\,--< " ,). .; ;,:.:;. ",.' "?r ~~~ ~.J: " <' :-, ;1-\1.""""'" >, '. "r', ,~' (f) ("/0 > 0 ... ,,!~ , "",,.J -lll~.Jt'\ _ ~':. '.~. ~ r __I .,:: ,. ~ -:"'r~ ,1- ,''''':if,- ,.4', ,'" "\() '" - 0 r:::-.... , ,'":"""- \,f , rfr.~".\.... ,,;~...~"' -. :~'X/". ".J> lI!." " C-J t:tI' -. '1,~'../;~~'~;:i}..1'1~~~:rJl..t)i'-j~\/,:;"" -..... <~<I 0 ~t(" ,1) ~~~. { ;~, ~"-~" .,' .,." f.'~ll<~!"/." O,V ~ ~ " ~',,J}f ,~:''i'J'~.'' ;"'7- 1';\f"'P't ~'t.~. ,;A r~" ',I' rl~~,,~.?I1f~J1':r ':...fl~"~ I ":~1:9~t~~/<:( . , I' I ,I TABLE OF CONTENTS ,I' SECTION TITLE PAGE LETTER OF TRANSMITTAL I' ERP PERMIT APPLICATION 'I, INTRODUCTION II PROJECT DESCRIPTION I A. GENERAL INFORMATION 1 B. EXISTING DRAINAGE PATTERN 1 ii, C. SOILS 1 D. WETLAND JURISDICTION 1 E. EXISTING GROUNDWATER CONDITION 1 ,I' F. FLOODPLAIN III DESIGN CRITERIA 2 ,I IV SURFACE WATER MANAGEMENT SYSTEM DESIGN 'I' A. HYDROGRAPH GENERATION 2 B. WATER QUALITY TREATMENT 3 C. STORMWA TER A TTENUA TION 3 I D. POND DESIGN 4 V EXHIBITS /1 A. LEGAL DESCRIPTION B. LOCATION MAP I' C. FLOOD MAP D. SCS SOILS MAP E. SITE PLAN II VI APPENDICES I' A. DRAINAGE ANALYSIS - ICPR B. 24 HOUR DRAWDOWN C. FLOOD-PLAIN ENCROACHMENT COMPENSATION ,I D. SOILS REPORT E. WARRANTY DEED 'I' I I' I I I" I 'I I I, I I " I .II" I I -I \1 'I' I FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION! WATER MANAGEMENT DISTRICTS! U.S. ARMY CORPS OF ENGINEERS JOINT APPLICATION FOR ENVIRONMENTAL RESOURCE PERMIT! AUTHORIZATION TO USE STATE OWNED SUBMERGED LANDS! FEDERAL DREDGE AND FILL PERMIT FORM 547,27/ERP (8-94) Rule 400-1.659, F.A C. I I j ,\ ,I . I.. , I I 1\ I 1\ " I, I ,II I I ~ u~ ENVIRONMENTAL RESOURCE PERMIT ApPLICATION SOUTHWEST FLORIDA WA TER MANAGEMENT DISTRICT 2379 BROAD STREET. BROOKSVILLE, FL 34609-6899 (904) 796-7211 OR FLORIDA WATS 1 (800) 423-1476 FOR AGENCY USE ONLY ACOE Application # Date Received Proposed Project Latitude _0_'_" Proposed Project Longitude 0 ' " DEPIWMD Application # Date Received Fee Received $ Fee Receipt # SECTION A PART 1: Are any of the activities described in this application proposed to occur in, on, or over wetlands r other surface waters? 0 yes-X.no Is this application being filed by or on behalf of an entity eligible for a fee reduction? 0 yes ~ no PART 2: A. Type of Environmental Resource Permit Requested (check at least one) o Noticed General - include information requested in Section B. o Standard General (single family dwelling)-include information requested in Sections C and D. K Standard General (all other DroiectsJ - include information reauested in Sections C and E. o Standard General (minor systems) - include information requested in Sections C and H. o Standard General (borrow pits) - include information requested in Sections C and I. o Individual (single family dwelling) - include information requested in Sections C and D. o Individual (all other projects) - include information requested in Sections C and E. o Individual (borrow pits) - include information requested in Sections C and I. o Conceptual - include information requested in Sections C and E. o Mitigation Bank (construction) - include information requested in Section C and F. (If the proposed mitigation bank involves the construction of a surface water management system requiring another permit listed above, check the appropriate box and submit the information requested by the applicable section.) o Mitigation Bank (conceptual) - include information requested in Section C and F. B. Type of activity for which you are applying (check at least one) K Construction or oDeration of a new system. includina dredaina or fillina in. on or over wetlands and other surface waters. (If reapplying for an expired, denied or withdrawn permit/ application, please provide previous permit # ) o Alteration or operation of an existing system which was not previously permitted by SWFWMI or DEP. Modification of a system previously permitted by SWFWMD or DEP. Provide previous permit and check applicable modification type. D Alteration of a system 0 Extension of permit duration 0 Abandonment of a system D Construction of additional phases of a system D Removal of a system C. Are you requesting authorization to use State Owned Submerged Lands. 0 yes X no If yes, include the information requested in Section G. D. For activities in, on or over wetlands or other surface waters, check type of federal dredge am fill permit requested: x Individual 0 Programmatic General D General 0 Nationwide E. Are you claiming to qualify for an exemption? Dyes X no If yes, provide rule number if known FORM 547.27/ERP(8-94)A 1 I I , 'I' I, I, ,a I' ,II I I' I ,I f I: I) I I I PART 3: A. OWNER(S) OF LAND B. APPLICANT (IF OTHER THAN OWNER) NAME NAME Tom Heironimous COMPANY AND TITLE COMPANY AND TITLE Lehigh Investors LLC., President ADDRESS ADDRESS 1027 Broadway CITY, STATE, ZIP CITY, STATE, ZIP Dunedin, FL 34698 TELEPHONE (727) 641-9494 TELEPHONE FAX FAX C. AGENT AUTHORIZED TO SECURE PERMIT (IF D. CONSULTANT (IF DIFFERENT FROM AN AGENT IS USED) AGENT) NAME NAME Hung T. Mai, P.E. COMPANY AND TITLE COMPANY AND TITLE H. T. Mai, Inc., President ADDRESS ADDRESS 14031 N. Dale Mabry Highway CITY, STATE, ZIP CITY, STATE, ZIP Tampa, Florida 33618 TELEPHONE TELEPHONE ( 813 ) 969-0600 FAX FAX ( 813 ) 969-3506 PART 4: PROJECT INFORMATION A. Name of project, including phase if applicable: LehiQh-Hunt pro,:rtv Subdivision B. Is this application for part of a multi-phase project? _ yes _ no C. Total applicant-owned area contiguous to the project 722 acres D. Total project area for which a permit is sought. 4.92 acres E Total impervious area for which a permit is sought" 1.60 acres F. Total area (metric equivalent for federally funded projects) of work in, on, or over wetlands or other surface waters:-Lacres or _O_square feet L-hectares or _square meters) G. Total number of new boat slips proposed' N1A FORM 547.27/ERP(8-94)A 2 ,I' I I I I I I I' I ,I I ,I I I II, I I, I I PART 5: PROJECT LOCATION (use additional sheets, if needed) County(ies) PINELLAS Section(s) 07 Township 27 Range 16 Land Grant name, if applicable N/A Tax Parcel Identification Number 07-27-16-00000-420-0200 Street address, road, or other location NE VARSITY AND OBERLIN DRIVE City, Zip Code, if applicable CLEARWATER. FL 33765 PART 6:DESCRIBE IN GENERAL TERMS THE PROPOSED PROJECT, SYSTEM, OR ACTIVITY. r Mr. Tom Heironomous, Lehigh Investors, LLC., is proposing to develop his 7.22 ac parcel on NE Varsity and Oberlin Drive, in Pinellas County. The proposed Lehigh-Hunt Property Subdivision is a 12 lot single family home subdivision. The project site contains 7.22 ac of land, 2.30 ac of which are flood mitigation area and an existing creek. There are 0.149 Ac. Of wetlands onsite. The storm water management system is designed with a 15,192 SF dry retention pond for water quality treatment and attenuation. The pond bottom is designed with an embedded PVC liner in order to separate it from the existing groundwater. An under-drain with filter will allow for adequate recovery time. ~ORM 547.27/ERP(8-94)A 3 I ,I ,I ,I I ,I: I I I' ,Ii 'I I I I, I, II I, I I PART 7: . A. If there have been any pre-application meetings for the proposed project, with regulatory staff, please list the date(s), location(s), and names of key staff and project representatives Date(s) Location(s) Names B. Please identify by number any MSSW/WRM (dredge & fjll)/ERP/ACOE permits or applications pending, issued or denied ana any related enforcement actions at the proposed project site. Agency Date Numberl Type Action Taken Tampa 2-5-04 .2J4026496 Pendina 1. 3. 4. 5. 6. FORM 547.27/ERP(8-94)A 4 I I I I 'I, I I I ,I I I I I I, I I I I I PART 8: A. By signing this application form, I am applying, or I am appiying on !>ehalf of the owner o~ appli~nt, for t~e permit !'lnd/!?r propnetary authorIZations identified above according to the supportmg d<!ta and other mCldental mform~bon file~ w~h thiS application. I am familiar with the information contained in thiS ap'pllcatlon, and represent that ~ucl1 mformatlqn I~ tru.e complete and accurate I understand that knowingJy rT)akingany false statemel}t 9r representa~lon In the appllcat)on IS a violation of Section 373.430 F.S. and 18 U.S.C. sectl,!n 1001. I ~nderstand thiS IS. an appllc.abon and no~ a p'err~lIt and work prior to approval is a vioiation. I understand that thiS application and any permit or propnetary authonzation Issued pursuant thereto does not relieve me of any obligation for ol:itaining any other required fe<leral} state, water mana.gement oistrict or local permit prior to commencement of construction. I agree, or I agree on behalf OT the own!'!r or applicant to operate and maintain the permitted system unless the permitting agency authorizes transfer of the permit to a responsible operation entity. Hun, T. Mai P.E. President B. AN AGENT MAY SIGN ABOVE ONLY IF THE FOllOWING IS COMPLETED: I hereby designate and authorize the agent listed above to act on my behalf or on behalf of my corporation, as the agent in the processing of this application for the permit andlor proprietary authorizaiion indicated above; and to furnish, on request, supplemental mformation in support of the application. In addition, I authorize the above-listed agent to bind me, or my corporation, to perform any reqUirement whicli may be necessary to procure the permit or authorization indicated above. Tom Heironimous Owner C. PERSON AUTHORIZING ACCESS TO THE PROPERTY MUST COMPLETE THE FOLLOWING: I either own the property described in this application or I have legal authority to allow access to the prope!1Y and I consent after receiving p'rior notification, to any site Visit on the ~ropertY by agents orpersonnel from the Department ot Environmental Protection, the Southwest Florida Water ManagementDistrict ana tfie U S. Army Corps of Engineers necessary for the review and inspection of the proposed project specifiea in this application. I authorize these agents or personnel to enter the propertY as many times as may be necessary to make such review and ins~ction. Further, I agree to provide entry to the project site for sucli agents or personnel to monitor authorized work if a permit is granted. Tom Heironimous Owner Typed/Printed Name Corporate Title, if applicable ~lgn1!; ( L -- It> 11110 Yate D. I certify that the engmeenng features of this surface water management system have been designed by me or under my res onsible charge anom my professional opinion conform with sound engineering principles and all ap'plicable rul~s ~ sPrifications. I further agree that I or my engineenng firm will furnish the applicanU permittee With a set of gUldel n s a srh:~ules for mamtenance and operatIon of the surface water management system. By: I /VVW\ HunQ T. Mai 32625 Signature of Engineer of Record Name (p/ease type) FL P.E. No. H.T. MaL Inc. .AFFIX SEAL. 1::ompany Name 14031 N. Dale Mabry Hiqhwav l,;ompany Aooress Date: (o -II - 0 Lf' Phone: (813) 969-0600 Tam~ai Florida 33618 l,;lty, a e, Lip FORM 547.27/ERP(8-94)A 5 I I ,I 'I I ,I ENVIRONMENTAL RESOURCE ~ PERMIT ApPLICATION SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT 2379 BROAD STREET. BROOKSVILLEO FL 34609-6899 (904) 796-7211 OR FLORIDA WATS 1 (8 0) 423-1476 ~.,~~ SECTION C ENVIRONMENTAL RESOURCE PERMIT NOTICE OF RECEIPT OF APPLICATION ThiS information is reqUIred in addition to that required in other sectIons of the application. Please submit five copies of this notice of receipt of application and all attachments. PLEASE SUBMIT ALL INFORMATION ON 8112" BY 11" PAPER. I I I I I I I I I I I I I Project Name: County: Owner: Applicant: Applicant Address: Lehigh-Hunt Property Subdivision Pinellas Tom Heironimous Tom Heironimous 1027 Broadway, Dunedin, FL 34698 1. Indicate the project boundaries on a USGS quadrangle map, reduced or enlarged as necessary to legibly show the entire project. If not shown on the quadrangle map, provide a location map, that shows a north arrow, a graphic scale, Section(s), Township(s), and Range(s), and detail sufficient to allow a person unfamiliar with the site to find it. SEE EXHIBIT BAND C 2. Provide the names of all wetland or other surface waters that would be dredged, filled, impounded, diverted, drained or would receive discharge (either directly or indirectly), or would otherwise be impacted by the proposed activity, and specify if they are in an Outstanding Florida Water or Aquatic Preserve: N/A 3. Attach a depiction (plan and section views), which clearly shows the works or other facilities proposed to be constructed. The depiction must use a scale sufficient to show the location and type of works. SEE EXHIBIT E 4. Briefly deSCribe the proposed project (such as "construct a deck with boatshelter", "replace two existing culverts", "construct surface water management system to serve 150 acre residential development"): CONSTRUCTION OF A 12 LOT SUBDIVISION AND SURFACE WATER MANAGEMENT SYSTEM TO SERVE THE PROPOSED DEVELOPMENT. 5. Specify the acreage of wetlands or other surface waters, if any, that are proposed to be disturbed, filled, excavated, or otherwise impacted by the proposed activity: THERE ARE 0.149 Ac. WETLANDS ONSITE, HOWEVER, NO IMPACTS ARE PROPOSED 6. Provide a brief statement describing any proposed mitigation for impacts to wetlands and other surface waters: NO IMPACTS PROPOSED FOR AGENCY USE ONLY Application Name' Application Number' Office where the application can be inspected: NOTE TO NOTICE RECIPIENT: The information in this notice has been submitted by the applicant and has not been verified by the Southwest Florida Water Management District It may be subject to change prior to final agency action. FORM 547 27IERP(8-94)C 6 I I I I I I I I I .1 I I I I I I I I I ENVIRONMENTAL RESOURCE PERMIT ApPLICATION 6~ iW>lCEM~ SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT 2379 BROAD STREET. BROOKSVILLE, FL 34609-6899 (904) 796-7211 OR FLORIDA WATS 1 (800) 423-1476 SECTION E INFORMATION FOR STANDARD GENERAL OR INDIVIDUAL (INCLUDING CONCEPTUAL) ENVIRONMENTAL RESOURCE PERMITS FOR PROJECTS NOT RELATED TO A SINGLE FAMILY DWELLING UNIT The information requested below is for projects requiring either a standard general or indiVidual environmental resource permit (ERP) not related to an individual, single family dwelling unit, duplex or quadruplex. Certain categories of information requested may not be applicable to all applications. In addition the level of detail required will vary depending on the nature and location of the site and the activity proposed. Conceptual approvals generally do not reqUIre the same level of detail as a construction permit. However, providing more detail will reduce the need for additional information being requested at a later date. Please submit all infonnation on paper no larger than 24" x 36". A. Site Infonnation 1. Provide a map(s) of the project area and VICinity delineating USDAlSCS soil types. Please see Exhibit E of the Drainage Analysis Report for the SCS Soil Map. 2. Provide recent aerials, legible for photo interpretation with a scale of 1" = 400 ft, or more detailed, With project boundaries delineated on the aerial Aerial map with project outlined is attached. 3. Identify the seasonal high water or mean high tide elevation and normal pool or mean low tide elevation for each on-site wetland or surface water, including receiving waters into which runoff will be discharged. Include date, datum, and method used to determine these elevations. SHWelevations are provided on the Grading and Drainage Plan. 4. Identify the wet season high water table at appropriate locations on the project site. Include date, datum, and method used to determine these elevations Please see the the Drainage Analysis Report for this information. B. Environmental Considerations 1. Provide results of any wildlife surveys that have been conducted on the site and any comments pertaming to the project from the Florida Game and Fresh Water Fish Commission or the U.S Fish and Wildlife Service (USF&W) NIA 2. Provide a description of how water quantity, quality, hydroperiod, and habitat will be maintained in on-site wetlands and other surface waters that will be preserved or remain undisturbed, Please see the enclosed Drainage Analysis Report and construction plans. 3. Provide a narrative of any proposed mitigation plans, including purpose, maintenance, monitoring, and construction sequence and techniques, and estimated costs. No impacts are proposed. 4. Describe how boundaries of wetlands or other surface waters were determined. If there has been a jurisdictional declaratory statement, a formal wetland determination, a formal determination, a validated informal determination, or a revalidated jurisdictional determination, provide the identifying number. Please see the enclosed survey. 5. Summarize Impacts to wetlands and other surface waters' a. For all projects with wetlands or other surface waters on site, complete Table 1, 2 and 3, as applicable; See tables 1 b. For docking facilities or other structures constructed over wetlands or other surface waters, complete Table 4; N1A c. For shoreline stabilization projects, complete Table 5. NIA C. Plans Provide clear, detailed plans for the proposed system which Include specifications, plan, cross-section and profile views of the proposed project. The plans must be signed and sealed by an appropriate registered professional as required by law. These plans should show or include the following, as applicable: 1. Project and total land area boundaries, including distances and onentation from roads or other land marks, Please see the attached Site Plan of the Construction Plans. I ,I I I I I I I I I I I I I I 20. I 21. I 22. 23. I I 2. Existing land use, land cover, and on-site natural communities, Including wetlands, other surface waters, aquatic commumties, and uplands (acreage and percentages). Use the USF&W Service's Classification of Wetlands and Deepwater Habitats of the Umted States for wetlands or other surface waters on the project site Assign each wetland or other surface water a unique identification number which is consistent In all exhibits. Please see the attached existing conditions survey. EXIsting topography extending at least 100 feet off site and includes adjacent wetlands and other surface waters. All topography shall include the location and a description of known benchmarks, referenced to NGVD. For systems waterward of mean high water (MHW) or seasonal high water, show water depths at mean low water (MLW) in tidal areas or normal pool in non-tidal areas. For docking facilities show the location, depths and access to the nearest navigational channel. Please see the included Topo Map and the Grading & Drainage Plan of the Construction Plans. Floodplain boundary and approximate flooding elevations if the project is in the known floodplain of a stream or other water course. Identify the 1 OO-year flood elevation and floodplain boundary of any lake, stream or other watercourse located on or adjacent to the site. FEMA floodplain is shown on the construction plan. Boundaries of wetlands and other surface waters within the project area Distinguish those wetlands and other surface waters that have been delineated by any binding wetland determination Please see the attached Site Plan of the Construction Plans. Proposed land use, land cover and natural communities, including wetlands, other surface waters, undisturbed uplands, aquatic communities, impervious surfaces, and water management areas (acreage and percentages). Use the same classification system and identification number used in C 2. above. Please see the attached Site Plan of the Construction Plans. Proposed impacts to wetlands and other surface waters. No impacts are proposed. Locations of buffer zones abutting wetlands A 30 ft setback line is delineated on the site plan as required by EPC. Pre and post-development drainage pattems and basin boundaries. Show the direction of flow, including any off-site runoff being routed through or around the system and connections between wetlands and other surface waters. Please see Grading & Drainage Plan of the Construction Plans. Location of all water management areas with details of size, side slopes and design water depths. Please see Grading & Drainage Plan of the Construction Plans. Location and details of all water control structures, control elevations, any seasonal water level regulation schedules and the location and description of benchmarks (minimum of one benchmark per structure). Please see Grading & Drainage Plan of the Construction Plans. Location, dimensions and elevations of all proposed structures, including docks, seawalls, utility lines, roads and buildings Please see attached Site Plan of the Construction Plans. Location, size and design capacity of the internal water management facilities. Please see Grading & Drainage Plan of the Construction Plans. Existing and proposed rights-of-way and easements for the system, including all on-site and off-site areas to be reserved for water management purposes. Please see Grading & Drainage Plan of the Construction Plans. Receiving waters or surface water management systems Into which runoff from the developed site Will be discharged. Please see Grading & Drainage Plan of the Construction Plans. Location and details of the erosion, sediment and turbidity control measures to be implemented during each phase of construction and all permanent control measures to be implemented in post-development conditions Please see Grading & Drainage Plan of the Construction Plans. Location, grading, design water levels, and planting details of all mitigation areas. Please see Grading & Drainage Plan of the Construction Plans. Site grading details, including perimeter grades. Please see Grading & Drainage Plan of the Construction Plans. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 16. 16. 17. 18. 19. Temporary and permanent disposal sites for any excavated material. NIA Details ofthe dewatering plan including: delineation of areas to be dewatered, location(s) of dewatering facilities and discharge NIA For marina facilities, location of any sewage pumpout facilities, fueling facilities, boat repair/maintenance facilities, and fish cleaning stations. NIA Location and description of any existing off-site features, such as structures, buildings, wetlands, other surface waters, stormwater ponds, which might be affected by or affect the proposed construction or development. Please see attached Site Plan of the Construction Plans. Master development plan, for phased projects. NIA I I I I I I I I I I I I I I I I I I I D. Construction Schedule and Techniques Provide a construction schedule and a description of construction techniques, sequencing and equipment. This information should specifically include the following: 1. Method for installing any pilings, seawall slabs or rlprap N/A 2. Schedule of Implementation of a temporary or permanent erosion and turbidity control measures. Silt screen shall be placed prior to construction. 3. Method and type of material to be excavated for work in wetlands or other surface waters. Small tire-operated equiptment will be used. 4. Source and type of fill material to be used for work in wetlands and other surface waters On site excavated material 5. Dewatering plan including: duration of dewatering, the methods for containing the discharge, methods of isolating dewatering areas, and time dewatering structures will be in place. A Water Use permit may be required for dewatering, N/A 6. Methods for transporting equipment and materials to and from the work site. If barges are required for access, provide the low water depths and draft of the fully loaded barge. By trucks. 1. Demolition plan for any existing structures to be removed Two single family residences removed on the eastern side of the property 8. Provide the name and address of the person who will construct the proposed project. Not yet determined. 9. Identify the schedule and party responsible for completing construction monitoring, record drawings, and as-bUilt certifications for the project. Start: October 2004 Completion: January 2005 E. Drainage Infonnation Please see the attached Drainage Analysis Report 1. Provide pre-development and post-development drainage calculations, signed and sealed by an appropriate registered professional, as follows. a. Runoff characteristics, including area, runoff curve number or runoff coefficient, and time of concentration for each drainage basin; b. Seasonal high water table elevations including aerial extent and magnitude of any proposed water table drawdown; c. Normal, wet season, and design storm elevations of receiving waters; d. Design storms used including rainfall depth, duration, frequency, and distribution; e. Runoff hydrograph(s) for each drainage basin, for all required design storm event(s); f. Stage-storage computations for any area such as a reservoir, close basin, detention, area, or channel, used in storage routing; g. Stage-discharge computations for any storage areas at a selected control point, such as control structure or natural restriction; h. Flood routings through on-site conveyance and storage areas; i. Water surface profiles in the primary drainage system for each reqUired design storm event(s); j. Runoff peak rates and volumes discharged from the system for each required deSign storm event(s); k. Tail water history and justification (time and elevation), I. Pump specifications and operating curves for range of possible operating conditions (if used In system). Please see enclosed Drainage Analysis Report. 2. Provide the results of any percolation tests, where appropriate, and soil borings that are representative of the actual site conditions Please see Drainage Analysis Report. 3. Provide the acreage and percentage of the total project, of the following: a. impervious surfaces, excluding wetlands; b. pervious surfaces (green areas not including wetlands); c. lakes, canals, retention areas, other open water areas; d. wetlands. Please see attached Site Plan of the Construction Plans and the enclosed Drainage Analysis Report. 4. Provide an engineering analysis of floodplain storage and conveyance (if applicable), including: a. HydraUliC calculations for all proposed traversing works; b. Backwater water surface profiles showing upstream impact of traversing works; c. Location and volume of encroachment within regulated f1oodplain(s); d. Plan for compensating floodplain storage, if necessary, and calculations reqUired for determining minimum building and road flood elevations. Please see the attached Drainage Analysis Report 5. Provide an analysis of the water quality treatment system including a. A deScription of the proposed stormwater treatment methodology that addresses the type of treatment, pollution abatement volumes, and recovery analysis; b. Construction plans and calculations that address stage-storage and design elevations, which demonstrate compliance with the appropriate water quality treatment criteria I I I I I I I I I I I I I I I I I I I 6. Please see the attached Drainage Analysis Report. Provide a description ofthe engineering methodology, assumptions and references forthe parameters listed above, and a copy of all such computations, engineering plans, and specifications used to analyze the system. If a computer program is used for the analysis, provide the name of the program, a description of the program, input and output data, two diskette copies, If available, and justification for model selection. Please see the attached Drainage Analysis Report and Construction Plans. F. Operation and Maintenance and Legal Documentation 1. Describe the overall maintenance and operation schedule for the proposed system. Please see O&M note of the General Notes and Legend in the Construction Plans. 2. Identify the entity that will be responsible for operating and maintaining the system in perpetuity, if different than the permittee. Provide a draft document enumerating the enforceable affirmative obligations of the entity to properly operate and maintain the system for its expected life and document the entity's financial responsibility for long term maintenance. If the proposed operation and maintenance entity is not a property owner's association, provide proof of the existence of an entity, or the future acceptance of the system by an entity which will operate and maintain the system. If a property owner's association is the proposed operation and maintenance entity, provide copies of the articles of Incorporation for the association and copies of the declaration, restrictive covenants, deed restrictions, or other operational documents that assign responsibility for the operation and maintenance of the system. Provide information ensuring the continued adequate access to the system for maintenance purposes. Before transfer of the system to the operating entity will be approved, the permittee must document that the transferee will be bound by all terms and conditions of the permit. The subdivision will be maintained by HOA 3. Provide copies of all proposed conservation easements, storm water management system easements, property owner's association documents, and plats for the property contaimng the proposed system. N1A 4. Indicate how water and waste water service will be supplied. Letters of commitment from off-site suppliers must be included. Potable water and wastewater will be supplied by Pinellas County. 5. Provide a copy of the boundary survey and/or legal description and acreage of the total land area of contiguous property owned/controlled by the applicant, Including the project site. Please see the attached Boundary, Topo & Tree Survey and Legal Description Figure A of the Drainage Analysis Report. 6. Provide a copy of the deed or other evidence of ownership, or in the case of an applicant, evidence of an easement or other documents evidenCing authorization to perform the proposed work Please see the attached copy of the Deed. G. Water Use 1. Will the surface water system be used for water supply, including landscape irrigation, recreation, etc.? No If a Water Use Permit has been issued for the proJect, state the permit number. NIA If a Water Use Permit has not been issued for the proJect, indicate if a permit Will be required and when the application will be submitted. NIA Indicate how any existing wells located within the project site will be utilized or abandoned. Existing wells, if any, will be abandoned in accordance with the SWFWMD requirements. 2. 3. 4. -----~-~----------- TABLE ONE: PROJECT WETLAND AND OTHER SURFACE WATER SUMMARY WL&SWID WL&SW WL & SW WL&SW TEMPORARY WL & SW IMPACTS PERMANENT WL & SW IMPACTS MITIGATION TYPE SIZE (ae.) NOT AREA ID IMPACTED WL&SW IMPACT IMPACT WL&SW IMPACT IMPACT (ae.) TYPE SIZE (a e.) TYPE TYPE SIZE (ac.) TYPE WLA creek 0.149 0.149 creek 0.00 No impact creek 0.0 N/A No impact proposed proposed PROJECT 0.149 0.149 0.00 0.149 TOTALS COMMENTS: NR = Nuisance removal, area will be replanted with bulrush, pickerelweed, arrowhead and bald cypress around the wetland fringe. Note: WL = Wetland SW = Other Surface Water 10 = Identification Number, letter, etc. Wetland Type: from an established wetland classification system Impact Type: D = Dredge; F = Fill; H = Change Hydrology; S = Shading; C = Clearing; 0 = Other Multiple entries per cell not allowed, except in the "Mitigation 10" column. If more than one impact is proposed in a given area, indicate the final impact. \\Server\d\H.T. MAl, INC\PROJECTS\100 CATEGORY\2004\044\Penmt Application\swftable_one.doc 12 October 2004 I I I I I I I I I I I I I I I I I I I SECTION 1 - INTRODUCTION The proposed Lehigh-Hunt Property Subdivision is a 12 lot single family home subdivision. The project site contains 7.22 acres ofland, 0.149 acres of which are surface waters associated with Alligator Creek. The project patially falls into the 100- year flood plain. The proposed fill in the 100-year is compensated for in a dedicated compensatory area. The storm water management system is designed with a 15,192 SF dry retention pond for water quality treatment and attenuation as per City of Clearwater Stormwater Technical Manual. The pond bottom is designed with an embedded PVC liner in order to separate it from the existing groundwater. An under-drain with filter will provide water quality treatment prior to discharging into Alligator Creek.. The project is located at NE Varsity Drive and Oberlin Drive, Clearwater, FL 33765 in Section 07-27-16, Pinellas County. The current zoning is LMDR and the present land use is vacant. Exhibit A presents the Legal Description. Exhibit B presents the Location map. SECTION II - PROJECT DESCRIPTION A. GENERAL INFORMATION Total Land Owned by Applicant: 7.22 Acres Project Area: 4.92 Acres Wetland Jurisdiction: There are 0.149 Ac.of onsite surface water (Alligator Creek) Location: Section 07, Township 27, Range 16, Pinellas County, Florida (See Exhibit B - Site Location Map) Existing Zoning: LMDR Present Land Use: Vacant Flood Map: Zone "C", "B", "A4" (See Exhibit C - FEMA Flood Map) SCS Soil Data: A-2-4, A-3 (See Exhibit D - Soils Map) I I I I I I I I I I I I I I I I I I I B. EXISTING DRAINAGE PATTERN The existing contour aerial map and topography survey indicate the site has mild slope; the direction of surface water runoff for the project area is generally from the southwest toward the northeast and into Alligator Creek. C. SOILS The BTL Engineering Services, Inc. Soil Report and the Soil Survey of Pine lIas County, Florida published by the Soils Conservation Services (SCS), describe the soil at the site as being A-2-4, A-3. Appendix D presents the BTL Engineering Services, Inc. Soil Report. D. WETLAND JURISDICTION There are 0.149 Ac.of onsite wetlands E. EXISTING GROUNDWATER CONDITION The BTL Engineering Services, Inc. Soil Report indicate the groundwater levels were found to vary in depth from 24" to 33". A log of the borings and their respective locations on the site can be seen in the enclosed soils report. The average SHW in the pond area is estimated at 22.0' (1929 NGVD) F. FLOODPLAIN The Flood Insurance Rate Map (FIRM) Community panel No. 125139-0126 C, dated June 01, 1983, indicates that the site is located in the Flood Zones "C", "B", "A4". (See Exhibit C - Flood Map). The FEMA IOO-year flood plain is 27.0'(NVGD), however, the Alligator Creek Watershed Management Plan indicates the 100-year flood plain in the vicinity of the project is 27.77'(NVGD). Therefore, the floodplain elevation of27.77' is used to calculate the compensatory volume. 1 I I I I I I I I I I I I I I I I I I I SECTION III - DESIGN CRITERIA A. METHOD: Rational Method B. DESIGN STORM: 25- Year/24 Hour post-development vs. 25- Year/24 Hour pre-development C. TREATMENT: Dry Retention Pond with Under-Drain and Overflow D. WATER QUALITY: 0.5 inches of runoff over the Project Area E. WATER QUANTITY 25-year post-development vs.25-year ATTENUATION: pre-development (W /Positive outfall) F. DOWNSTREAM BOUNDARY CONDITION: At SHW = 22.0' NGVD SECTION IV - SURFACE WATER MANAGEMENT SYSTEM DESIGN A. HYDROGRAPH GENERATION 1. PRE-DEVELOPMENT DISCHARGE Elevation of furthest point = 33.40' Elevation oflow point = 23.40' Distance between points = 720.00' Slope = (33.40' - 23.40' )/720.00' = 1.4% Average Overland Velocity = 33.00 ftlmin (FDOT Drainage Manual-625-040- 205-a p.90) Tc = 720.00' /33.00 ftlmin = 22.0 min CN pre = 80 (Hydrologic Soil Group D, Green Space, Good Condition) Q pre = 23.15 CFS (ICPR) 2 I I I I I I I I I I I I I I I I I I I 2. POST-DEVELOPMENT DISCHARGE A. Determine Weighted CN: Total Area = 7.22 Ac Residential: F.P. Mitigation & Creek: Pond: Total: CN post = 644/722 = 89 B. Determine Tc: Green Space: 80.0ftl 33.0ftlmin Pavement: 320.0ft 1 82.0 ftlmin Piping: 180.0 ft 1120.0 ftlmin + Time of concentration = 15.0 min C. Determine Q for 25- Year/24-Hour: B. Qpost = 23.13 CFS (ICPR) WATER OUALITY TREATMENT: 4.57 Ac x 83 = 379 2.30 Ac x 100 = 230 0.35 Ac x 100 = 35 644 = 2.42 = 3.90 min = 1.50 min 7.82 min, use 15.0 Required Treatment Volume = 7.22 Ac x (0.50/12.00)ft = 0.30 Ac-ft Average area of pond bottom in WQ area = 9743 SF = 0.224 Ac Water Quality Elevation = 0.30 Ac-ft / 0.224 Ac = 1.35 ft => 22.8' +1.4' = 24.2' 3 I I I I I I I I I I I I I I I I I I I C. STORMW ATER ATTENUATION 1. POND/ST AGE STORAGE RELATIONSHIP STAGE (SF) AREA (SF 1 (Ac)) VOLUME (CF) ACCUMULATED VOLUME (CF)/(AC-ft) (Bottom) 22.80 8,381 SF 1(0.192Ac) 0 0 23.80 9,743SF I( 0.224Ac) 9,062 CF 9,062 CF 1(0.21 Ac-ft) 24.80 11,105SF I( 0.255Ac) 10,424 CF 19,486 CF 1(0.45Ac-ft) 25.80 12,467SF I( 0.286Ac) 11,786 CF 31,272 CF 1(0.72 Ac-ft) 26.80 13,830SF / (0.318Ac) 13,149 CF 44,421 CF /(1.02 Ac-ft) 27.80 15,192SF / (0.349Ac) 14,511 CF 59,932 CF /(1.35 Ac-ft) D. POND DESIGN 1. DRY RETENTION POND TOB = 27.80' Pond Bottom = 22.80' SHW =22.00 DHW Elev. (25-Yr/24-Hr) = 27.15' < TOB = 27.80' 2. CONTROL STRUCTURE: Type = Ditch Bottom Inlet Type C Modified Weir Crest = 24.20' Weir Length = 2.0' 3. OUTFALL PIPE: Size = 36" Invert = 20.2' 4 I VOLUME 2-PROCEDURES Florida Department of Transportation Drainage Manual LEHIGH-HUNT PROPERTY 625-040-205-a Page 90 of 98 I I I I I I I I I I I I I I I I I I / 100 90 J 4"tti 80 - J!! = c i .. fa) Q. 70 ~ - ~ (j 0 mSO > c z ~ a: w > 050 w " ~ a: w ~ 40 ~O~ ~/l; Q/l; ~~ .~C$ ~,. .d' ~c; ~~ ~~ be~ ~ ~~~ ~~v: ~~~ ~ ~'&~ C~ ~~~ -?-3 10" S\ot'&~ ~~o~ ~~ .... 30 S\o(iJ.9Je ~ ~w,'(\ ~Z 20 o OVERLAND RUNOFF I I I I I I I I I I I I I I 1 2 3 4 5 6 L4t AVERAGE SLOPE OF TERRAIN (Percent) FIGURE 5-19 Overland Flow Velocities for Various Land Use Types I I I I I I I I I I I I I I I I I I I EXHIBITS A. LEGAL DESCRIPTION B. LOCATIONMAP C. FEMA MAP D. SCS SOIL MAP E. SITE PLAN I I I I I I I I I I I I I I I I I I I LEGAL DESCRIPTION A PART OF THE NORTHVtfST ONE-QUARTER OF THE SOUTHEAST ONE-QUARTER OF SECll00 7, TO~SHIP 29 SOUTH, RANGE 16 EAST, PINElLAS COUNTY, FLORIDA: BEING FURTHER DESCRIBED AS FOllOWS: FROU THE NORTHVtfST CORNER OF THE SOUTHEAST ONE-QUARTER OF SAID SECTION 7, RUN THENCE 589'59'16.E, ALONG THE EAST-VtfST ONE-HAlF SECTION UNE, 8.12 FEET FOR THE POINT OF BEGINNING: THENCE CONTINUE S89'59'168E, ALONG THE EAST-YtfST ONE-HAlF SECTION UHE, 497.39 FEET; THENCE SOO'OQ'<<8W, 600.00 FEET; THENCE N89'59'168W, 50295 FEET; THENCE NOO"32'358E, 600.03 FEET TO THE POINT OF BEGINNING. AND PART OF THE NORTH\\EST 1/2 OF THE SOUTHEAST 1/4 OF SECTION 7, TOWNSHIP 29 soUTH, RANGE 16 EAST, P1NfllAS COONTY, FLORIDA, FURTHER DESCRIBED AS FOllOWS: FROM THE NORTH\\rST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 7, RUN 589'59'16.E, ALONG THE EAST-YBT ONE-HAlF SECTION UNE, 8.12 FEET; THENCE SOOX32'358W, 600.03 FEET; THENCE 589'59'168~ 211.60 FEET TO THE POINT OF BEGINNING; THENCE COOTINUE S 89'59'168[, 291.35 FEET; THENCE 'SOO'OO'44.W, 71.62 FEET, THENCE 589'53'31.E, 165.52 FEET; lHENCE SO<r48'51.W, 401.96 FEET, THENCE N89.47'45.W, 484.16 FEET; THENCE N03"38'2iE, 533.26 FEET TO THE POINT OF BEGINNING. LESS A PARCEl OF LAND IN THE SOUTHEAST 1/4 Of SECllON 7, TO~SHIP 29 SOUTH, RANGE 16 EAST, PINfllAS COUNTY, FLORIOA, DESCRIBED AS HllOWS: COMMENCE AT THE .N~THEAST CORNER Of LOT 45, C<llfG[ Hill ESTATES SUBOl\1S1ON, AS REroIDED IN PlAT BOO< &4, PAGE 44, OF lHE PUBUC RECOOOS Of P1NEl.l..AS COUNTY, FLORIDA: THENCE N03"38'2tE, AlONG THE EAST UHE Of SAID SUBOl\1S1ON, 8.11 FEET TO THE paNT OF BEGINNING; THENCE CONTINUE NOJ"38'2fE. 52.00 FEET TO THE N~THEAST CORNER OF VARSITY DRl'tr; 'IDCE S 89"59'16.[, 90.32 FEET; THENCE 500"25'528E, 71.28 FEET; THENCE 58903'31'[, 366.86 FEET; THENCE SOU48'51'"w, 461.96 FfET; ,THENCE N89' 414S8W, 485.01 FEET; THENCE N0S38'2iE, AlONG THE EAST UHE (f SAID C<llfGE Hill ESTATES AND ITS SOOTHfRlY EXTENSION, A DISTANCE OF 363.61 FEET; THENCE $86"2146.[, 42.45 FEET; THENCE Noo"25'5tW, 120.00 FEET; THENCE NB9'51oo.w, 34.00 FEET TO THE POINT OF BEGINNING. CONTAINING 314561.93 SQ. FT. 00 7.221 ACRES M.O.L SOURCE-: Owner PrOVided HTM Project # 100-04-044 H.T. MAl, INC. LEHIGH-HUNT PROPERTY SUBDIVISION NE Varsity Drive and Oberlin Drive SECllON fYl/27/18. PINELLAS COUNTY, FLORIDA APPLICANT: Tom Heironimous Clvrl. Water Resources & EnVironmental Engmeermg 14031 N. DALE MABRY HIGHWAY TAMPA. FL 33618 Phone: (813) 969-0600 Fax: (813) 969-3506 E-MAIL;HTMAI@AOL.COM Exhibit A LEGAL DESCRIPTION I I I I I I I I I I I I I I I I I I I , Omi SOURCE. MS Streets & Trins 2004 H.T. MAl, INC. LEHIGH-HUNT PROPERTY SUBDIVISION Civil, Water Resources & Environmental Engineering 14031 N. DALE MABRY HIGHWAY TAMPA, FL 33618 Phone: (813) 969-0600 Fax. (813) 969-3506 E-MAIL: HTMAI@AOL.COM NE Varsity Drive and Oberlin Drive SECllON 07/27/18, PINELLAS COUNTY, FLORIDA LOCATION MAP ~. \ 1 ~ l ~ -~,.,~ ,..~\,:~.~:, """"'~ --~---. \. 1.~9" CIE an atar HTM PrOlect # 100-04-044 APPLICANT: Tom Heironimous Exhibit B I I I I I I I I I I I I I I I I I I I ZONE X FLlN I ZONE AE ZONE X \ Pinellas County Unincorporated Areas ENTRANCE ROAD I J I .J I .J I'" ... ~ ... La lIJ Cl lIJ .J .J o U ARKEY 0 <t I 0 a: . ^~ ---j .. HTM Pro'ect # 100-04-044 H.T. MAl, INC. LEHIGH-HUNT PROPERTY SUBDIVISION APPLICANT: Tom Heironimous Owl, Water Resources & Envtronmental Engineermg 14031 N. DALE MABRY lUGHWA Y TAMPA. FL 33618 Phone: (813) 969-0600 Fax: (813) 969-3506 E-MAIL' HfMAI@AOLCOM NE Varsity Drive and Oberlin Drive SECTION 07/Tl/18, PINELLAS COUNTY, FLORIDA Exhibit C FLOOD MAP I I I I I I I I I I I I I I I I FL HTM Pro ect # 100-04-044 I H. T. MAl, INC. LEHIGH-HUNT PROPERTY SUBDIVISION APPLICANT: Tom Heironimous CIVIl, Water Resources" EnVIronmental Engineermg 14031 N. DALE MABRY IDGHWAY TAMPA, FL 33618 Phone: (813) %9-0600 Fax: (813) 969-3506 E-MAIL: HTMA!@AOL.COM NE Varsity Drive and Oberlin Drive SECIlON 07f27/lS, PINELLAS COUNTY, FLORIDA Exhibit o I SOILS MAP I , 3+43 3+02 2+n ~ 2+44 ~ - .' '" , UNPlATIED .' I 1+84 '" B IS , .' I \ \ 1+17 " .' >. <~t1 I u \ 0+37 ,. ,. .' 0+00 , --.... 0-19 - ,. ,. ,. ,. ,. ,. UNPlATIED ...- I I I .... ..-.. _VI.. UNPlATIED WGA'l'OB CIlDK ... I I I I or 25 --- ...... I I ATIED I lOT 46 I #'" I I lOT 34 .....ISIIII_ ..."... ........... ...",... I t I I SOURCE' H. T Mal Inc I H.T. MAl, INC. LEHIGH-HUNT PROPERTY SUBDIVISION CIvil, Water Resources & EnvIronmental Englneermg 140n N. DALE MABRY HIGHWAY TAMPA, FL 33618 Phone: (813) 969-0600 Fax: (813) 969-3506 E-MAIL.HfMAI@AOL.COM NE Varsity Drive and Oberlin Drive SEcnON CYlf27f18, PINELLAS COUNTY, FLORIDA I SITE PLAN I 6+3+ 6+17 6+08 5+88 5+33 4+49 -:::;- HTM Pro ect # 100-04-044 APPLICANT: Tom Heironimous Exhibit E I I I I 'I I I I I I I I I I I I I I I APPENDIX A DRAINAGE ANAL YSIS ICPR RESULTS I I I Basin Name: 1 Group Name: BASE Simulation: 25yr/24hr Pre-D Node Name: 1 Basin Type: SCS Unit Hydrograph I I I I I I Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.93 Comp Time Inc (min): 2.93 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 22.00 Time Shift (hrs): 0.00 Area (ac): 7.f20 Vol of Unit Hyd (in): 1.000 Curve Number: 80.000 DCIA (%): 0.000 Time Max (hrs): 12.17 Flow Max (cfs): 23.150 Runoff Volume (in): 6.562 Runoff Volume (ft3): 171985.203 I I I I I I I I I I Interconnected Channel and Pond Routing Model (ICPR) <92002 Streamline Technologies, Inc. Page 1 of 1 I I I I I I I I I I I I I I I I I , I I Name: 1 Group: BASE Node: 1 Type: SCS Unit Hydrograph Unit Hydrograph: Flmod Rainfall File: Flmod Rainfall Amount (in) : 9.000 Area (ac) : 7.220 Curve Number: 80.00 DCIA(%): 0.00 Peaking Factor: Storm Duration (hrs) : Time of Conc(rnin): Time Shift (hrs) : Max Allowable Q(cfs): Status: Onsite 256.0 24.00 22.00 0.00 999999.000 Interconnected Channel and Pond Routing Model aCPR) (02002 Streamline Technologies, Inc. Page 1 of! I I ,I, I I I' I '1 I 'I' I I ,!\ I II I i I I, I i Basin Name: 1 Group Name: BASE Simulation: Posthyd Node Name: pond Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 2.00 Comp Time Inc (min): 2.00 Rainfall File: Flmod Rainfall Amount (in): 9.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Cone (min): 15.00 Time Shift (hrs): 0.00 Area (ac): 7.220 Vol of Unit Hyd (in): 1.000 Curve Number: 89.000 DCIA (%): 0.000 Time Max (hrs): 12.10 Flow Max (cfs): 31.371 Runoff Volume (in): 7.667 Runoff Volume (ft3): 200946.463 Interconnected Channel and Pond Routing Model (lCPR) <02002 Streamline Technologies, Inc. \- Page 1 of! I I I I I I' I I , I I ,I t j I -,I I 'I, I Name: weir Group: BASE Flow: Positive Type: Vertical: Mavis From Node: pond To Node: outfall Count: 1 Geometry: Rectangular Span(in): 24.00 Rise(in): 48.00 Invert (ft) : 24.200 Control Elevation (ft) : 24.200 TABLE Bottom Clip (in) : 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 Interconnected Channel and Pond Routing Model (lCPR) (92002 Streamline Technologies, Inc. Page 1 of 1 I I :11 'J I 'I I 1 I I ,-' I; I t I, il I I 'I I Name: outfall Group: BASE Time (hrs) 0.00 10.00 13.00 36.00 stage (ft) 20.000 24.000 26.860 20.000 Base Flow(cfs): 0.000 Init Stage(ft): 0.000 Warn Stage(ft): 0.000 ------------------------------------------------------------------------------------ Name: pond Group: BASE Stage(ft) 22.800 23.800 24.800 25.800 26.800 27.800 Area (ac) 0.1900 0.2200 0.2500 0.2900 0.3200 0.3500 Base Flow(cfs): 0.000 Init Stage (ft) : 22.80 Warn Stage(ft): 27.80 Page 1 of 1 Interconnected Channel and Pond Routing Model (lCPR) 102002 Streamline Technologies, Inc. , I :1 'I I I Ii 1 I :1 I' \1 I' :1 'I; I,'" , ' I 'I I Name: postrout Filename: ************** Hydrology Sim: Posthyd Execute: Yes Alternative: No Restart: No Patch: No Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Start Time (hrs) : 0.000 Min Calc Time (sec) : 0.5000 Boundary Stages: Delta Z Factor: 0.00500 End Time (hrs) : 36.00 Max Calc Time (sec) : 60.0000 Boundary Flows: Time (hrs) Print Inc(min) 36.000 15.000 Group Run BASE Yes Interconnected Channel and Pond Routing Model (ICPR) <02002 Streamline Technologies, Inc. Page 1 of 1 ~ - ... .. .. ..' ... .. .. 11II-1 ... ,.e. -. "', " .. -:' .. ..) ..' {Jill Max Time Max Warning Max Delta Max 'Surf Max Time Max Max Time Max Name Group SJ.mulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs outfall BASE postrout 13.00 26.859 0.000 20.0000 0 12.31 23.138 0.00 0.000 pond BASE postrout 12.38 27.14 9 27.800 0.0050 14395 12.00 29.068 12.31 23.138 Interconnected Channel and Pond Routing Model (ICPR) <92002 Streamline Technologies, Inc. Page 1 of 1 1\ j I 'I I I' I I , I " I I ,I 1\ 'I I I: I APPENDIX B 24 HOUR DRA WDOWN , I ,I I I I I, I I 'I, ;1 I I I t' ,. I l' I. H.T. MAl, INC. POND DRAWDOWN ANALYSIS PROJECT: Hunt/Lehigh Property POND JOB NUMBER: VOLUME PROVIDED (CF)= BOTTOM OF SLOT ELEV. = BOTTOM OF POND ELEV. = UNDERDRAlN INVERT = K= LENGTH OF UNDERDRAlN = 13,104 24.20 22.80 20.30 0.09 (FT JMIN.) 50 POND AREA (SF) = POND AREA (SF) = 10,288 8,381 ELEV. TOTAL INCR L (AV) HG FILTER FLOW POND INCR INCR FT HEAD HEAD (FTI AREA (CFM) AREA VOL. TIME 24.20 ., 10288 3.48 0.35 2.00 1.74 75 11.73 3517 300 23.85 9,811 3.13 0:35 2.00 1.56 75 10.55 3,351 318 23.50 9335 2.78 0.35 2.00 1.39 75 937 3184 340 23.15 8858 2.43 0.35 2.00 1.21 75 8.18 3017 369 22.80 8,381 TIME = TIME= 1,326 MINUTES 22.1 HOURS J I, ,I, t ,I I I, 1 I 'I !I I, I I " \1 I 'I I APPENDIX C FLOOD-PLAIN INFORMATION I I FLOODPLAIN COMPENSATION CALCULATIONS ,I FOR I LEHIGH-HUNT PROPERTY SUBDIVISION SECTION 7-29-16. PINELLAS COUNTY. FLORIDA I Station Cut area sf Fill area sf Cut Ave Fill Ave Distance Cut vol, cy Fill vol. cy I, -40 0 0 362.5 62.5 40 1611.111111 277.777778 0 725 125 I 684.5 144.5 37 2814.055556 594.055556 37 644 164 605.5 177.5 80 5382.222222 1577.77778 , 117 567 191 550.5 187.5 67 4098.166667 1395.83333 184 534 184 527.5 218.5 60 3516.666667 1456.66667 I 244 521 253 579.5 352.5 33 2124.833333 1292.5 277 638 452 ,I 659.5 586.5 25 1831.944444 1629.16667 302 681 721 592 935.5 147 9669.333333 15279.8333 I 449 503 1150 607 991 84 5665.333333 9249.33333 533 711 832 711 987 0.1 7.9 10.9666667 I 533.1 711 1142 741.5 608 56.9 4687.927778 3843:91111 588 772 74 I 711.5 37 20 1581.111111 82.2222222 608 651 0 413 0 9 413 0 I 617 175 0 Total Cut 43403.60556 1\ Total Fill 36690.0444 Excess Cut 6713.561111 Excess Fill 0 I ,J " I I \1 ,t I I 'I I l' I I I I 'I I, I I, I I I FLOOD-PLAIN INFORMATION (ALLIGATOR CREEK WMP): 10-YEAR/24-HOUR: 25- YEAR/24-HOUR: 100- YEAR/24-HOUR: 26.29' NVGD 26.86' NVGD 27.77' NVGD FEMA (PANEL NO. 125139-0126 C): 27.00' NVGD I ,1Il*************.*...*****.**..*.*******************.***.... J U N C T ION SUM MAR Y S TAT 1ST I C S · ~*.**********.*****..****.*****..***.***.*********..**.. ,I: I ALLIGATOR CREEK ~ATERSHED MANAGEMENT MASTER PLAN (727963.0000) 10-YEAR/24-HOUR DURATION DESIGN STORM EVENT; EXISTING CONDITIONS I UPPERMOST MEAN MAXIMUM TIME FEET OF FEET MAX. LENGTH LENGTH MAX I MUM GROOND PIPE CROUN JUNCTION JUNCTION JUNCTION OF SURCHARGE DEPTH IS OF OF JUNCTION JUNCTION ELEVATION ELEVATION ELEVATION AVERAGE ELEV. OCCURENCE AT MAX BELOIJ GROOND SURCHARGE FLOOOING AREA '- NUMBER (FT) (FT) eFT) x CHANGE (FT) HR. MIN. ELEVATION ELEVATION ('UN) (MIN) (SQ.FT) I~~~;~ --------- -----..---- -------- --------- -------- --------- -----.--- -----...----..... .-------- ----..--- -------- 200.10 200.00 21.36 0.0000 24.88 14 10 0.00 175 .22 0.0 0.0 2.690E+05 10280 100.00 30.50 21.56 0.0005 25.79 13 13 0.00 74.21 0.0 0.0 2.556E+05 .'0.90 100.00 29.90 22.14 0.0006 26.29 13 6 0.00 73.71 0.0 0.0 4.795E+05 10300 100.00 31.30 23.22 0.0006 27.05 12 57 0.00 72.95 0.0 0.0 5.841E+05 10310 200.10 200.00 24.45 0.0000 28.73 12 39 0.00 171.37 0.0 0.0 3.339E+05 10320 100.00 33.20 24.57 0.0007 29.56 12 39 0.00 70.44 0.0 0.0 2.557E+05 10330 100.00 38.90 25.18 0.0005 30.42 12 38 0.00 69.58 0.0 0.0 2.368E+05 110340 100.00 39.00 25.32 0.000{l 31.44 12 35 0.00 68.56 0.0 0.0 3.788E+04 10350 200.10 200.00 27.73 0.0001 34.70 12 34 0.00 165.40 0.0 0.0 1.156E+05 , 10351 200.10 200.00 37.40 0.0001 45.41 12 0 0.00 154.69 0.0 0.0 2.652E+04 10352 100.00 54.00 41.48 0.0023 50.27 12 0 0.00 49.73 0.0 0.0 7.307E+03 t 10353 200.10 200.00 50.06 0.0001 61.57 12 0 0.00 138.53 0.0 0.0 2.310E+04 10354 100.00 70.50 55.91 0.0048 66.70 12 6 0.00 33.30 0.0 0.0 1.136E+05 10355 100.00 71.00 58.26 0.0016 67.91 11 45 0.00 32.09 0.0 0.0 8.344E+04 10356 100.00 72.40 60.67 0.0014 68.85 12 4 0.00 31.15 0.0 0.0 7.587E+04 I, 10357 100.00 73.00 62.58 0.0008 69.39 12 3 0.00 30.61 0.0 0.0 5.896E+04 10358 100.00 100.00 67.84 0.0001 69.12 13 8 0.00 30.88 0.0 0.0 1.092E+05 10359 100.00 100.00 68.12 0.0000 68.54 17 41 0.00 31.46 0.0 0.0 6. 170E+05 10360 100.00 43.60 28.79 0.0005 35.06 12 35 0.00 64.94 0.0 0.0 8.445E+04 10370 100.00 47.30 33.16 0.0005 38.67 12 33 0.00 61.33 0.0 0.0 9.351E+04 I 10380 100.00 45.00 35.69 0.0007 41.22 12 7 0.00 58.78 0.0 0.0 3.314E+04 '0385 100.00 45.10 35.74 0.0007 41.59 12 7 0.00 58.41 0.0 0.0 3. 147E+04 10390 100.00 48.50 37.52 0.0006 42.71 12 2 0.00 57.29 0.0 0.0 1.406E+04 10400 100.00 49.00 37.60 0.0006 43.53 12 5 0.00 56.47 0.0 0.0 1.420E+04 I 10410 100.00 49.30 38.22 0.0006 43.63 12 15 0.00 56.37 0.0 0.0 3.056E+04 10420 100.00 51.00 39.84 0.0005 44.10 12 19 0.00 55.90 0.0 0.0 2.690E+04 10430 100.00 52.00 44.04 0.0005 47.43 12 22 0.00 52.57 0.0 0.0 1.454E+04 10440 100.00 52.10 44.66 0.0006 48.73 12 21 0.00 51.27 0.0 0.0 5.290E+04 I 10450 100.00 53.40 44.97 0.0006 49.04 12 20 0.00 50.96 0.0 0.0 3.592E+04 10460 100.00 53.50 45.31 0.0007 50.02 12 17 0.00 49.98 0.0 0.0 5.354E+04 10470 200.10 200.00 45.46 0.0000 50.11 12 16 0.00 149.99 0.0 0.0 4.469E+04 10480 100.00 56.?0 45.52 0.0005 50.25 12 15 0.00 49.75 0.0 0.0 2.000E+04 I 10490 200.10 200.00 45.73 0.0000 50.28 12 14 0.00 149.82 0.0 0.0 3.410E+04 10492 200.10 200.00 49.36 0.0001 61.26 12 4 0.00 138.84 0.0 0.0 5.944E+04 10494 200.10 200.00 60.96 0.0001 68."91 12 1 0.00 131.19 0.0 0.0 1.145E+04 10496 200.10 200.00 62.66 0.0001 68.28 12 1 0.00 131.82 0.0 0.0 2.494E+04 10500 100.00 55.00 45.80 0.0006 50.27 12 14 0.00 49.73 0.0 0.0 1.768E+04 J 10505 100.00 55.00 45.91 0.0006 49.90 14 10 0.00 50.10 0.0 0.0 5.849E+03 10510 100.00 54.90 45.97 0.0005 49.94 14 14 0.00 50.06 0.0 0.0 6.309E+03 ',I I, I I I I III ...................**.**.**.*****.**.**************.******** , * J U N C T ION SUM MAR Y S TAT 1ST I C S * *************..**************************...*********.----*- I' ALLIGATOR CREEK UATERSHED MANAGEMENT MASTER PLAN (727963.0000) 25-YEAR/24-HOUR DURATION DESIGN STORM EVENT; EXISTING CONDITIONS I UPPERMOST MEAN MAXIMUM TIME FEET OF FEET MAX. LENGTH LENGTH MAX I MUM GROUND PIPE CROUN JUNCTION JUNCTION JUNCTION OF SURCHARGE DEPTH IS OF OF JUNCTION JUNCTION ELEVATION ELEVATION ELEVATION AVERAGE ELEV. OCCURENCE AT MAX BELOII GRooND SURCHARGE FLClOOING AREA NUMBER (FT) (FT) (FT) X CHANGE (FT) HR. MIN. ELEVATION ELEVATION (HIN) (HIN) (SQ.FT) ,I---~~;~~ --------- --------..... --..----- --------- -------- .....------.. ...-------- ------------ --------- ---..-..-- ..-...-...--- 200.10 200.00 21. 73 0.0000 25.63 13 48 0.00 174.47 0.0 0.0 2.892E+05 10280 100.00 30.50 21.92 0.0006 26.24 13 8 0.00 73.76 0.0 0.0 2.603E+05 10290 100.00 29.90 22.50 0.0007 26.86 12 59 0.00 73.14 0.0 0.0 5. 154E+OS I 10300 100.00 31.30 23.56 0.0006 27.64 12 51 0.00 n.36 0.0 0.0 6. 143E+OS 10310 200.10 200.00 24.81 0.0000 29.20 12 38 0.00 170.90 0.0 0.0 3.441E+05 10320 100.00 33.20 24.95 0.0007 30.00 12 38 0.00 70.00 0.0 0.0 2. 670E+OS 10330 100.00 38.90 25.60 0.0005 31.01 12 36 0.00 68.99 0.0 0.0 2.450E+OS I, 10340 100.00 39.00 25.78 O. ~.006 32.53 12 34 0.00 67.47 0.0 0.0 4.744E+04 10350 200.10 200.00 28.18 0.0001 35.79 12 33 0.00 164.31 0.0 0.0 1.396E+OS 10351 200.10 200.00 37.71 0.0001 45.67 12 0 0.00 154.43 0.0 0.0 2. 683E+04 10352 100.00 54.00 41.74 0.0034 50.46 12 0 0.00 49.54 0.0 0.0 9.016E+03 1 10353 200.10 200.00 50.44 0.0002 61. 72 12 0 0.00 138.38 0.0 0.0 2.332E+04 10354 100.00 70.50 56.27 0.0110 66.85 12 4 0.00 33.15 0.0 0.0 1.134E+OS 10355 100.00 71.00 58.59 0.0016 67.99 12 6 0.00 32.01 0.0 0.0 8.185E+04 10356 100.00 72.40 60.97 0.0025 68.99 12 5 0.00 31.01 0.0 0.0 7.615E+04 10357 100.00 73.00 62.83 0.0017 69.52 12 4 0.00 30.48 0.0 0.0 5.938E+04 II 10358 100.00 100.00 67.95 0.0001 69.24 12 38 0.00 30.76 0.0 0.0 1. 124E+05 10359 100.00 100.00 68.26 0.0000 68.80 17 49 0.00 31.20 0.0 0.0 6.349E+05 10360 100.00 43.60 29.17 0.0006 36.15 12 33 0.00 63.85 0.0 0.0 1.1S1E+OS 10370 100.00 47.30 33.49 0.0006 39.79 12 31 0.00 60.21 0.0 0.0 1. 437E+OS I 10380 100.00 4S.00 36.08 0.0007 41. 97 12 17 0.00 58.03 0.0 0.0 S.610E+04 10385 100.00 45.10 36.13 0.0007 42.13 12 18 0.00 57.87 0.0 0.0 4.504E+04 10390 100.00 48.50 37.88 0.0006 43.49 12 12 0.00 56.51 0.0 0.0 2. 432E+04 10400 100.00 49.00 37.99 0.0007 44.49 12 20 0.00 55.51 0.0 0.0 3.471E+04 'I 10410 100.00 49.30 38.58 0.0007 44.50 12 20 0.00 55.50 0.0 0.0 4.578E+04 10420 100.00 51.00 40.14 0.0005 45.02 12 24 0.00 54.98 0.0 0.0 1.241E+OS 10430 100.00 52.00 44.36 0.0006 48.45 12 22 0.00 51.S5 0.0 0.0 9. 733E+04 10440 100.00 52.10 45.05 0.0006 49.04 12 18 0.00 SO.96 0.0 0.0 7.832E+04 10450 100.00 S3.40 45.37 0.0006 49.62 12 16 0.00 SO.38 0.0 0.0 6.363E+04 I 10460 100.00 53.50 45.78 0.0007 50.33 12 13 0.00 49.67 0.0 0.0 7.088E+04 10470 200.10 200.00 45.93 0.0000 50.51 12 12 0.00 149.59 0.0 0.0 6.095E+04 10480 100.00 56.30 46.01 0.0006 50.93 12 10 0.00 49.07 0.0 0.0 2.859E+04 10490 200.10 200.00 46.20 0.0000 50.97 12 10 0.00 149.13 0.0 0.0 5.395E+04 'I 10492 200.10 200.00 49.70 0.0001 61.52 12 3 0.00 138.58 0.0 0.0 1.046E+05 10494 200.10 200.00 61.15 0.0001 69.33 12 0 0.00 130.n 0.0 0.0 1.178E+04 10496 200.10 200.00 62.79 0.0001 68.43 12 0 0.00 131.67 0.0 0.0 2.S07E+04 10500 100.00 55.00 46.25 0.0006 50.97 12 10 0.00 49.03 0.0 0.0 4.017E+04 I 10505 100.00 55.00 46.44 0.0006 50.87 14 9 0.00 49.13 0.0 0.0 6.291E+03 10510 100.00 54.90 46.49 0.0006 50.92 14 10 0.00 49.08 0.0 0.0 6.752E+03 1'- I I I I I III ************************************************************ * JUNCTION SUMMARY STATISTICS * ******************************...*************************** I ALLIGATOR CREEK ~ATERSHED MANAGEMENT MASTER PLAN (727963.0000) 100'YEAR/24'HOUR DURATION DESIGN STORM EVENT; EXISTING CONDITIONS 'I UPPERMOST MEAN MAXIMUM TIME FEET OF FEET MAX. LENGTH LENGTH MAX I MUM GROUND PIPE CR~N JUNCTION JUNCTION JUNCTION OF SURCHARGE DEPTH IS OF OF JUNCTION JUNCTION ELEVATION ELEVATION ELEVATION AVERAGE ELEV. OCCURENCE AT MAX BELOY GROUND SURCHARGE FLOOOING AREA NUHBER (FT) (FT) (FT) X CHANGE (FT) HR. MIN. ELEVATION ELEVATION (MIN) (MIN) (SQ.FT> III -------- --------- ---------- -------- --------- -------- --------- --------- ------.----- --------- -----.-.. ---..---- , 10270 200.10 200.00 22.26 0.0000 26.58 13 17 0.00 173.52 0.0 0.0 3. 137E+05 10280 100.00 30.50 22.42 0.0006 26.91 12 51 0.00 73.09 0.0 0.0 2. 668E+05 10290 100.00 29.90 23.03 0.0008 27.n, 12 46 0.00 72.23 0.0 0.0 5.238E+05 I 10300 100.00 31.30 24.07 0.0007 28.51 12 41 0.00 71.49 0.0 0.0 6.371E+05 10310 200.10 200.00 25.35 0.0000 29.88 12 32 0.00 170.22 0.0 0.0 3.584E+05 10320 100.00 33.20 25.52 0.0007 30.52 12 31 0.00 69.48 0.0 0.0 2.807E+05 10330 100.00 38.90 26.21 0.0006 31.n 12 30 0.00 68.23 0.0 0.0 2.553E+05 I, 10340 100.00 39.00 26.49 0.0007 34.28 12 28 0.00 65.72 0.0 0.0 6. 157E+04 10350 200.10 200.00 28.83 0.0'001 36.95 12 26 0.00 163.15 0.0 0.0 1.666E+05 10351 200.10 200.00 38.08 0.0001 46.11 12 0 0.00 153.99 0.0 0.0 2. 739E+04 10352 100.00 54.00 42.02 0.0020 50.69 12 0 0.00 49.31 0.0 0.0 5.183E+04 'I 10353 200.10 200.00 50.79 0.0001 62.00 12 0 0.00 138.10 0.0 0.0 2. 372E+04 10354 100.00 70.50 56.51 0.0046 67.17 12 2 0.00 32.83 0.0 0.0 1.032E+05 10355 100.00 71.00 58.82 0.0033 68.46 12 2 0.00 31.54 0.0 0.0 8.122E+04 10356 100.00 72.40 61.18 0.0024 69.35 12 2 0.00 30.65 0.0 0.0 7.554E+04 10357 100.00 73.00 63.02 0.0008 69.84 12 1 0.00 30.16 0.0 0.0 6.036E+04 I 10358 100.00 100.00 68.26 0.0000 69.37 12 17 0.00 30.63 0.0 0.0 1.163E+05 10359 100.00 100.00 68.49 0.0000 69.25 17 39 0.00 30.75 0.0 0.0 6.740E+05 10360 100.00 43.60 29.76 0.0007 37.32 12 26 0.00 62.68 0.0 0.0 1.634E+05 10370 100.00 47.30 34.03 0.0006 40.99 12 23 0.00 59.01 0.0 0.0 2.230E+05 I 10380 100.00 45.00 36.69 0.0008 42.94 12 13 0.00 57.06 0.0 0.0 8.039E+04 10385 100.00 45.10 36.76 0.0008 42.81 12 12 0.00 57.19 0.0 0.0 6. 233E+04 10390 100.00 48.50 38.47 0.0007 44.48 12 9 0.00 55.52 0.0 0.0 3.719E+04 10400 100.00 49.00 38.65 0.0008 45.04 12 13 0.00 54.96 0.0 0.0 4.551E+04 I 10410 100.00 49.30 39.17 0.0007 45.05 12 13 0.00 54.95 0.0 0.0 5.343E+04 10420 100.00 51.00 40.66 0.0006 45.80 12 25 0.00 54.20 0.0 0.0 2.813E+05 10430 100.00 52.00 44.86 0.0007 49.20 12 23 0.00 50.80 0.0 0.0 2.478E+05 10440 100.00 52.10 45.52 0.0007 49.32 12 14 0.00 50.68 0.0 0.0 1.147E+05 10450 100.00 53.40 45.89 0.0007 50.29 12 12 0.00 49.71 0.0 0.0 1.150E+05 I 10460 100.00 53.50 46.31 0.0007 50.63 12 6 0.00 49.37 0.0 0.0 9. 173E+04 10470 200.10 200.00 46.47 0.0001 50.94 12 4 0.00 149.16 0.0 0.0 8. 268E+04 10480 100.00 56.30 46.65 0.0007 51.92 13 3 0.00 48.08 0.0 0.0 4.641E+04 10490 200.10 200.00 46.81 0,0001 51.99 13 3 0.00 148.11 0.0 0.0 8. 443E+04 I 10492 200.10 200.00 50.25 0.0001 61.92 12 1 0.00 138.18 0.0 0.0 6. 643E+04 10494 200.10 200.00 61.45 0.0001 69.89 12 0 0.00 130.21 0.0 0.0 1 .222E+04 10496 200.10 200.00 63.01 0.0001 68.67 12 0 0.00 131.43 0.0 0.0 2.528E+04 10500 100.00 55.00 46.86 0.0007 52.03 13 5 0.00 47.97 0.0 0.0 6.795E+04 I 10505 100.00 55.00 47.10 0.0008 52.06 13 7 0.00 47.94 0.0 0.0 7. 452E+04 10510 100.00 54.90 47.14 0.0007 52.16 13 14 0.00 47.84 0.0 0.0 7.871E+04 I I, I I I I I I I I 'I I I I I I I I I I I I I I APPENDIX D SOILS REPORT .' , , I U /=_ ~ : ~ I ;'- I I I I I I I I I I I I I 1- ~- GROUNDWATER AND ESHWT LEVELS LEIDGH-HUNT P~OPERTY CLEARWATER, FLORIDA BTL JOB NO. 5011-04-0516 SUBMITTED BY BTL'ENGINEERING SERVICES, INC. P. O. BOX 15718 TAMPA, FLORIDA 33684 IDLLSBOROUGH (813) 884-0755 PINELLAS (727) 733-9347 PASCO (727) 846-1703 FOR SCIENTISTS AND ENGINEERS, INC. 1280 HEATHER RIDGE BOULEVARD DUNEDIN, FLORIDA 34698 PREPARED MARCH 1, 2004 I . ~ B TL Engineering Servicesy inc, ~ 5802 N. Occident Street. P.O. Box 15718 . Tampa, Florida 33684 I (813) 884-0755 ~ Hillsborough . (727) 733-9347 - Pineflas . (727) 846-1703 - Pasco 1 (813) 886-5377 - Fax I , I I I I I I I I I I I I I I March 1, 2004 Scientists and Engineers, Inc. 1280 Heather Ridge Boulevard Dunedin, Florida 34698 Attn.: Mr. Paul Hagler, P.E. Re: Groundwater and ESHWT Levels Lehigh-Hunt Property Clearwater, Florida BTL Job No. 5011-04-0516 Dear Mr. Hagler: BTL Engineering SelVices, Inc., has completed the requested scope of field and laboratory testing for the captioned project. Our field-testing was performed on February 19, 2004 with laboratory testing and analysis following the field phase of the investigation. Please feel free to request any further information or clarifications that may be needed. Thank you for choosing BTL Engineering Services, Inc., to perform this subsurface investigation. We would be pleased to assist you further in other phases of geotechnical engineering and construction testing as project needs develop. Sincerely, BTL ENGINEERING SERVICES, INC. ~-O~ Larry D. Gordon, Executive Vice President ~-J7 ~. ~-- EClward D. L.I an, P.E. Vice Presid- t FL. Registration No. 53451 ~ z.-'-6r Attach: Geotechnical, Materials & Structural Engineering . Foundation Design . Forensic Foundation Engineering Materials Laboratory Testing . Construction Testing SeNices . Sinkhole Investigation I a a * , - , I I I , I I I I I I I I 1. Purpose & Scope Mr. Paul Hagler, P.E. requested our testing services through correspondence with our office. Authorization for the investigation was by acceptance of BTL Proposal No. 04-054 dated February 10, 2004. The scope of field services was to drill five auger borings to depths of 6 feet below land surface (BLS) in areas selected by Mr. Hagler. The purpose of the borings was to develop an understanding of soil conditions, the groundwater level and estimated seasonal high water tabl~ (ESHWT). The appended boring location plan shows the boring locations. 2. Auger Borings The auger boring was selected as the primary method of soil sampling for this project. The equipment and test procedures utilized are in general accordance with applicable provisions of ASTM 0 1452. Briefly, the test borings are performed as follows: A rotary drilling flight auger is used to advance a borehole of approximately four inches in diameter to the desired depth- of penetration. A baffle or "fishtail" drilling bit is most commonly used to cut and feed the soils to the auger stem for advancement to the surface. Upon reaching the desired penetration depth, the soils are classified in the field by color and texture. Further testing of soil properties may be performed in the laboratory. Utilizing the procedure outlined above, samples were taken at each stratum interval (noted by color and texture) and carefully recorded. 3. Laboratory Tests Laboratory testing included grain size (sieve) analyses and Organic Content determination. These tests were performed where appropriate on representative samples of each soil group for determination of AASHTO soil classification. In addition, testing was performed to determine the suitability of soil materiaf for use as structural fill under roadways and buildings. 4. Results Soil classifications, water levels (recorded at the time of borings) and estimated seasonal high water tables (ESHWT) are shown on the appended boring logs. Soils with the classification of either "A-3" or "A-2-4" are generally considered suitable for roadway and structural backfill. All other soils are generally not acceptable as structural backfill. I I I I I I, I I I I I I I I I I I I I Consideration should be given to using clayey soils in non-structural areas such as berms or in common areas away from roads and buildings. Both the groundwater levels and the ESHWT were found to vary slightly throughout the site. ESHWT were identified by stain lines or by abrupt changes in the color of soil zones. Groundwater levels were found to vary in depth from 24 to 33 inches below the ground surface. The ESHWT was readily identified in most borings as a thin stratum of dark silty fine sand. The depth of the ESHWT was found to vary from 12 to 17 inches below the ground surface. These data indicate that underdrains will not likely be necessary at the site. Tabulation of Water levels and ESHWT Boring Soil Depth Soil Classification AASHTO Soil Depth in Inche.s to No. (feet) Group GWT ESWT 0-3 Slightly Silty Fine SAND A-2-4** AB-1 with organic material 24 12 (6.9%, by weight) 3-6* Fine SAND A-3 AB-2 0-3 Slightly Silty Fine SAND A-2-4 24 12 3-6* Fine SAND A-3 0-1.4 Fine SAND with shell A-3 AB-3 1.4 -1.6 Slightly Silty Fine SAND A-2-4 30 17 1.6 - 6* Fine SAND A-3 AB-4 0-1.5 Slightly Silty Fine SAND A-2-4 28 16 1.5 - 6* Fine SAND A-3 0-1.4 Fine SAND A-3 AB-5 1.4 - 2.5 Slightly Silty Fine SAND A-2-4 33 17 2.5 - 6* Fine SAND A-3 *Indicates end of boring. **Organic material shifts material to borderline A-2-4 soil group. ,I I I I I I I ! I , Ii 1_____________ :.::1==. _ _'._'. -- _..~..~., ----- , ---- ~ ---- UlI 4S /' IIll ., /' UlI 46 I __ISlIll_' . . ...- I -L..-L J , \. I I Ul/2S .-amm:___0It ...... . I I I I I I I I I I s..... 1 OF 1 - 02/25/04 ..... """" """ lazo EOZ Sc;Ientlsls Clod EngTneen. lnc ProJt:ct: Lehlgh-Hunt Properly Clearwater, Florida I I I I I -::...., ! t ,--U : DiU ~ f-;~,._,. ....." - o AUGER BORING Note: Boring I.ocollono Stoked by Client TIt'"' BorinI' Location Plan Job NumlMr: 5011-04-0516 ""'~, NOT TO SC1LZ ~ o z ..- - .una -- ..-.......---.l J ~ ,.--.-1 ~BTL Engineering Services, be. IIi 5a02 N. OccIdent strut p.o. Box 157la Tampd. FIorldo 336U (au) BU-075~-HDI$~ (727) 733-9347-1'1:n.zm (777) UIS-1703-PlUCO / (813) BU-S377-f'ax - ""=---:- ~ .-. -=.~~ -=-.--=--..,.- -- - .--=---,. '< I. f' r i I :. , . , .. ~ , . ~J ! ~ " t ~ i' , ,;' ij !: I- h I j , ~ \, ~~ ~l i II ~l ,I t r i' [ r r ~ ! _. i- ) --~---------~------ Cross.Section AB-2 o AB.3 AB-4 o AB-5 o AB-1 I I '-- 'I',~ __ ___/ I I I 1"'-- ~-I-=~_Ll_-lJ__- _1_ L__'-.1 - - .........~~/' ___ --(/f I I -----~..--~ ---- t ~ /~~ -1 ~h '-J I I .. --" .- .1 ~---/ , 1...1 ~/( I .1 !I~~,,- ~ , ,. I- <." I 13r ... // ", .1 ~--::-=- <~ ,,--.;> -'''----- I I I I 1-- --'----1-.-- - _ _ I I I I I 1 I I I I I I ---- I I ---r---I- --- /- //- y_/ ,. / ~..../"'- - - -~---- ._-~~--- - I ----J ---L___ 1.-_1_____ '2 Project: Lehigh-Hunt Property Legend BTL EngmeeJl."mg Services? line. Project Location: Clearwater, Flonda o Fine SAND [j\ Silty Fine SA~ "'- "J \ " 5802 N. Occident Street P.O Box 15718 Tampa, Florida 33684 Project Number. 5011-04-0516 o Silly Fine SAND ~v Client: Scientists and Engineers, Inc. .- (813) 884-0755 Hillsborough - (727) 733-9347 Pinellas = I Checked By: EZ (727) 846-1703 Pasco - (813) 886-5377 Fax Drawn By: Lazo Figure No: 1 I Date: 02/25/2004 I I I I I I I I I I I I I' I I iO....,,' , ~ J; ~ " - F I l' " I r i~ ~ 1- ; , ..A.~::P~:N"~][~ I; " ~, ,. ; [' c " :- , i , , , , i I, ~~r5:J~ BTL Engineenng Sern~.. Inc. ~ po. Box 15718, Tampa, FL 33684 5802 N Occident St ,Tampa, FL 33614 ._ ~ Phone (813) 884-0755 __-- Fax' (813) 886-5377 "5 .0 E >- (f) Description Ground Surface 11 Dark Brown Slightly Silly Fine SAND WIth organic matenal (A-2-4) Organic Content OC = 6 9% (by weight) 2 Brown/Light Brown Fine SAND (A-3) End of Borehole ~ I I E :> ~ U5 00 -30 -60 Q) :c <'Il I- Gi ~ Borehole Log: AB-1 Project No: 5011-04-0516 Project: Lehigh-Hunt Property Address: Clearwater, Florida Client: Scientists and Engineers, Inc. Cone Penetrometer Value Remarks 5 15 25 35 45 ~ N @l ~ ~ ESHWT @ 12" NOTE GWT - Ground Water Table WT - Water Table ESHWT- Esbmated Seasonal High Waler Table NF - Not Found Driller. T Hanson Date: February 19, 2004 Location' See Bonn Plan Hole size: 4" Datum: Ground Surface Sheet: 1 of 1 '- '- f , i i J 1- J R " f f 0 ., ~ .' :, t' 0 <- i, l- t: ~, r .' 0 , I .- I I ' ~c;., BTL Engineering Se"';",.. In.. P.O Box 15718, Tampa, FL 33684 'm ":J 5802 N Occident 5t ,Tampa, FL 33614 ~ Phone. (813) 884-0755 :-~~_.:::::-':'~ Fax (813) 886-5377 "0 Description E .0 :> E ~ >- Ci5 C/) Ground Surface 00 Dark Gray/Gray Slightly Silty Fine SAND (A-2-4) -30 Brown/light Brown Fine SAND (A-3) -60 End of Borehole CIl :0 ~ ~ ~ Borehole Log: AB-2 Project No: 5011-04-0516 Project: Lehigh-Hunt Property Address: Clearwater, FlOrida Client: SCientists and Engineers, Inc Cone Penetrometer Value Remarks 5 15 25 35 45 '" N @ ~ C) ~ ESHWT @ 12" NOTE GWT - Ground Water Table WT - Water Table - ESHWT- Estimated Seasonal High Water Table NF - Not Found Driller: T. Hanson Date. February 19, 2004 Localion: See Borin Plan Hole size. 4" Datum: Ground Surface Sheet 1 of 1 I r- i. I~ , I ,. .- -," , I w5:J- BTL Engineering Services, Inc. P.D Box 15718, Tampa, FL 33684 I 5802 N Occident 5t ,Tampa, FL 33614 ~ Phone' (813) 884-0755 ~.____= Fax (813) 886-5377 Description Ground Surface Gray/Brown Fme SAND with shell (A-3) Brown/light Brown Fme SAND (A-3) End of Borehole I E :> e 1i5 00 -1.4 -16 -60 Borehole Log: AB-3 Project No: 5011-04-0516 Project: Lehigh-Hunt Property Address: Clearwater, Florida Client: Scientists and Engineers, Inc Cone Penetrometer Value CI> :0 to I- .... 2 ~ 5 15 25 35 45 b l") @ ~ ~ E5HWT @ 17" Driller. T Hanson Date' February 19, 2004 Location: See Borin Plan Remarks NOTE- GWT - Ground Water Table WT - Water Table ESHWT- Esllmated Seasonal High Water Table NF - Not Found Hole size: 4" Datum: Ground Surface Sheet 1 of 1 -"'-,- r: i r. ~ Borehole Log: AB-4 Project No: 5011-04-0516 Project: Lehigh-Hunt Property Address: Clearwater, Florida Client: SCientists and Engineers, Inc Cone Penetrometer Value J? . I - '"5:J'. B TL Engineering Services, Inc. P.O, Box 15718. Tampa, FL 33684 ~ 5802 N Occident St.,Tampa. FL 33614 _ = Phone: (813) 884-0755 ":::. _ .~_ Fax: (813) 886-5377 ll> :0 Cll "0 Descnptlon E I- .c ;! .... E ll> e! ~ >- if) rn Ground Surface 00 Dark Gray/Gray Slightly Silty Fine SAND (A-2-4) -1 2 10 N Dark Brown Slightly Silty Fine SAND -1 5 @) (A-2-4) ~ C) ~ Brown Fine SAND (A-3) -60 End of Borehole 5 15 25 35 45 ESHWT@ 16" Dnller: T. Hanson Date' February 19, 2004 Location' See Bonn Plan I Remarks NOTE . GWT - Ground Water Table WT - Water Table ESHWT- Estimated Seasonal High Water Table NF - Not Found Hole size: 4" Datum: Ground Surface Sheet 1 of 1 ( . I I I 1 , I ~ BTL Engineering Services, Inc. P.O. Box 15718, Tampa, FL 33684 I J 5802 N. Occident St.,Tampa, FL 33614 _ Phone: (813) 884-0755 ~ ~ I ~ Fax: (813) 886-5377 I '0 Description E .D :J i5. E - ~ Q) >- - (/) (/) Ground Surface 0.0 I- I I 1,- I I I I 13- I 5- 16 17- la- 19- 10- _1- 12- 13- Dark Brown/Brown Fine SAND (A-3) -1.4 Dark Brown Slightly Silty Fine SAND (A-2-4) -2.5 Brown Fine SAND (A-3) -33 Dark Brown Fine SAND (A-3) 4- -4.2 Brown Fine SAND (A-3) -6.0 End of Borehole 114- 15- Borehole Log: AB-5 Project No: 5011-04-0516 Project: Lehigh-Hunt Property Address: Clearwater, Florida Client: Scientists and Engineers, Inc. Cone Penetrometer Value Q) :0 ctI I- ... Q) ~ 5 15 25 35 45 .. " , M C') @) ~ o y ESHWT @ 17" .' '. . : . ~ _ -.. ~ . , : ' , : : : : : : : : : : : : : : , : : : : . ~ - .. - - .. rill Method: Rotary Drill Rig: Mobile Auger fill Rod: Fliaht AUQer Driller: T. Hanson Date: February 19, 2004 Location: See Borinq Plan Remarks NOTE GWf - Ground Water Table Wf - Water Table ESHWf- Estimated Seasonal High Water Table NF - Not Found Hole size: 4" Datum: Ground Surface Sheet 1 of 1 I I IMPORTANT INFORMA T~ON - ABOUTYOUR GEOTECHNICAL ENGINEERING REPORT I A. GEOTECHNICAL ENGINEERING REPORT IS BASED ON A UNIQUE SET OF PROJECT -SPECIFIC FACTORS I A geotechnical engineering report is based on a subsurface plan designed to in~orporate a unique set of project-specific factors. These typically include: the general nature of the structure involved, its size and its orientation; physical concomitants such as access roads, parking lots. and underground utilities and the level of additional risle. which the client assumed by virtue of limitations imposed upon the exploratory program. To help avoid costly problems, consull the geotechnical engineer to determine how -any factors which change subsequent to the date of this report may affect his recomme ndations. . I Unless your consulting geotec.hnical engineer indicates otherwise. your geotechnical report should not be used: I I When the nature of the proposed structure is changed. for example. if an office building will be erected instead of a parking garage. or if a refrigerated warehouse win be.buill instead of an unrefrigerated one: When the size or configuration of the proposed structufe is altered; When the location Of orientation of the proposed structure is modified; When there is a change of ownership, or For application to adjacent site. I A geotecJmical engineer cannot accept responsibility for problems which may develop if he is not consuJled aflerfactors considered in his reporl s development have cfianged. I MOST GEOTECHNICAL "FINDINGS' ARE PROFESSIONAL ESTIMATES I Site exploration identifies actual subsurface conditions only althose points where samples are taken, when they are taken. Data derived through sampling and subsequent laboratory testing are extrapolated by the geotechnical engineer who then renders :an opinion about overall subsurface conditions. their likely reaction to proposed construction activity, and appropriate foundation design. Even under optimal circumstances actual conditions may differ from those opined to exist, because no geotechnical engineer. no matter how qualified. and no subsurface exploration program, no matter h<;>w compreh ensive, can reveal what is hidden by earth, rock and time. For example. the actual interface between materials may be far more gradual or abrupt than the report indicates, and actual conditions in areas not sampled may differ from predictio ns. Nothing can be done to prevent the unanticipated, but steps can be taken to help minimize their impacJ.. For this reas.on. most experienced owners retain their geotechnical consultant through the construction state. to identify .variance, conduct additional.tests which may be needed. and to recommend solutions to problems encountered on site. I I SUBSURFACE CONomONS CAN CHANGE I Subsurface conditions may be modified by con.stantly-changing natural forces. Because a geotechnical engineering report is based on conditions which exist at the time of subsurface exploration, construction decisions should not be based on geotechnical engineering report whose adequacy may have been affeded by time. Speak with the geotechnical consulta nt to learn if additional tests are advisable before construction starts. I Construction operations at or adjacent to the site and natural events such as Hoods. earthquakes or groundwater fluctuations may also affect subsurface conditions and. thus the continuing adequacy of a geotechnical report. The geotechnical engineer should be kept appraised of any such events, and should be consulted to determine if additional tests are necessary. I A GEOTECHNICAL ENGINEERING REPORT IS SUBJECT TO MISINTERPRETATION I Costly problems can occur when other design professionals develop their plans based on misinlerpretation 01 a geotech nical engineering reporL To help avoid these problems. the geotechnical engineer should be retained to work with other appropriate design professionals to explain relevant geotechnical findings and to review their adequacy. I -I I I I I I I I I I I I'. I I' I I I I I I I UMITAT[ONS "" This investig<=?-tion and analysis covers only the soil zones ana deposits assoc;iated with the subsurface investigation. It is not intended to incluc1e deep . soil J?r rock strata where cavities or caverns may exist Furthermore, this study . does not deal with or accept responsibility of the possibility of sink~ole development: Deep structural borings, geophysita,l investigation,. or-resistivity surveys must be conducted in order to evaluate the structural conditions and. stability of ~oi! and ~ock formation's and is beyond the scope ofthis investi~~tion. "" The. preliminc;uy findings in this report are ba~ed qn analysis of the soils from each .of the indicated b9rings with an' interpolatiOli of soil .condi,tions and assomption qf reasonable variation in the soil uniformity and properties between boring rocations: . 6> Should any condition at variance with our reporror different than those shown by . borings be. encountered dljring furure .explorations, we should be notified immedi9tely so that supplemental data can be provided at minimal cosHo. our" . client ... It is the responsibility df.the client to see that these findings are brciught to .the attention :of those.concerned... . REPRODUCTIONS 18> The re'production of this report, or an~ part hereof, in plans or other engineering . documents suppljed to persons other than the clien~ should bear the language indicating that the information contained therein is for,general information only and oC!t for reconstruction. or bidding purpos~s and that the client ar:d Bn. Engineering S~rvices;, Inc., ar~ not liable to such 9ther person for and representation made therein. . . '. '1UCI.IL. LUU4 II:nAM 3ct I Prepared By and RETURN TO: Ray Peacock PIONEER TITLE, INC. 29296 US HWY 19 N. SUllE 104 CLEARWATER, n 33761 inCIdental to the issuance of Jl title ioS~fallCe pobq File Number: 02-09095 l'arcel m f#: 07.29.16-00000420.0200 I I I I I I I I I I I I I I I I I I 110.0~fl r. L ( I KARLEEN F. DE BLAKER. CLERK OF co~ PINEUAS COUNTY FLORIDA 1NSTfj! %004101545 03IG9J20D411! 04:%8 PM OFfRECBK:~ PG: 1277-1278 Doc:TypdlEED RECORDING: $10.&0 D DOC STAMP: $4300.00 WARRANTY DEED (INDIVIDUAL) This WARRANTY DEED, dated Marth 04, 2004 by "GEORGE A. HUNT, m, a married man Individually and GEORGE A. HUNT, m as Trustee ofTRE GEORGE AXTHUR HUNT, m REVOCABLE TRUST AGREEEMENT whose post office address is: 40 NORm PINE CIRCLE, BELLEAIR, FL 33756 hereinafter ca1!ed the GRANTOR, to LEmGH-V ARSlTY, LLC., a Florida limited liability company whose post office address is: 6331'OlN$lUI\ llO~, BELLEAlR, FL 33756 hereinafter called the GRANTEE: (Wherever used herein the temlS "Gmllor" and 'Grantee" mclude all partin to this instlUment IIlld the heirs, legal representaIives and assigns oflndlvlduals, and the sllccessors and BSS1gDS of CllIpOlUions.) WITNESSETH: That the GRANTOR., for and in consideration of the sum of $10.00 and other valuable considerations, receipt whexeof 1$ hexeby acknowledged, heJ:eoy grmts, bargains,- sells, aliens, remises, releases, conveys and confmns unto the GRANTEE, all that certain land situare in Plnellas County, Florida, viz: SEE ATTACHED EXHIBIT "A" *Grllntor(s) hereby warrant that the property desl;ribe<l II) tms l"sb'~lJ\e",f lS l'lOl' I1lslher/fbeir Constitutional Homestead as provided by the Florida Constitution, and nlether Grantor, nor any member of hlslber/tbeir family resIde thereon. THIS DEED IS DELIVERED PURSUANT TO A 1031 EXCHANGE SUBJECT TO covenants, conditions, restrictions, :tE~ations, limitations, easements and agreemen1li of record, if any; taxes and assessments for the year 2003 and subsequent years; and to all appl1Ct1ble ?;oniDg OIdmances andIen- I"$mcl;\ons and prohibitions imposed by governmental authorities, If any, TOGETHER v.ith all the tenements, heJ:edJtaments and appunenances thereto belongmg en- m anywise appertainmg. TO HAVE AND TO HOLD, the same in fee simple fen-evC\'. AND TIm GRANTOR hereby covenants with saId GRANTEE that EXCept as above noted, the GRANTOR is lawfully sei?;ed of said land in fee SllI\Plej that the GRANTOR has good nghl and lawful authority to sell and convey said land; that the GRANTOR hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons v.i101DSoever. IN WITNESS WllERBOF, GRANTOR has signed and sealed these presents the date set forth above. '~O'TllEroLWWINGTIY<!WlTIWSES' Witnes"NIl \' - SIGN: "-J Pnnt Nlll1le: RAY PEACOCK '''''''I ~ f Witness;# 2 . SIGN' ,--Ih}, 1St Lto<-<>-- q..AQ fr Print Name' Q.l..{.{2.l ~-("1I'':;' A De- ( U State of nORI,DA County of PINELLAS THE FOREGOING INSTRUMENT was acknowledged before me on March 04, 2004 by. GEORGE A. HUNT, ill In his capacities as stated h who personally appeared before me, and who is personally Passport as identIficatIon, and who did not take an oath. A.~ ~ lA~dllaDY tf~ (Notary SIGNA lURE: Ray Peacock, Notary Publ1c