PLANNING AND ZONING COMMISSION (P&Z)

Donna A. Keys-District 1 Craig Fletcher-District 3 Gregory W. Smith-District 4 George H. C. Lawrence-District 5 Richard H. Baker-Member at Large George Hamner-Member at Large Ann Reuter - Non-voting liaison School Board

Robert E. Bruce, Chairman-District 2

The Planning and Zoning Commission will meet at 7:00 p.m. ON THURSDAY, August 9, 2007, in County Commission Chambers of the County Administration Building, 1840 25 th Street, Vero Beach.

THE PLANNING AND ZONING COMMISSION SHALL ADJOURN NO LATER THAN 11 :00 P.M. UNLESS THE MEETING IS EXTENDED OR CONTINUED TO A TIME CERTAIN BY A COMMISSION VOTE.

AGENDA

ITEM #1 CALL TO ORDER AND PLEDGE OF ALLEGIANCE

ITEM#2 APPROVAL OF MINUTES

A. July 12, 2007 Meeting

ITEM#3 ITEM ON CONSENT

A. St. Augustine at Vero Beach: Request for preliminary plat approval of a 57 lot conventional single-family subdivision to be known as St. Augustine at Vero Beach. Royal Professional Builders, Inc., Owner. Schulke, Bittle, & Stoddard, LLC, Agent. Located on the south side of33rd Street, west of66th Avenue. Zoning Classification: RS-3, Single-Family Residential (up to 3 units/acre). Land Use Designation: L-1, Low Density Residential (up to 3 units/acre). Density: 1.92 units/acre [Quasi­ Judicial)

F:\Community Development\Users\CurDev\P&Z\Agenda & Lists 200718-9-07 Agenda.rtf 1 ITEM#4 ITEM NOT ON CONSENT

A East Coast Animal Medical Center: Request for administrative permit use approval for a veterinary clinic and accessory kennel to be known as East Coast Animal Medical Center. Dr. Valerie Biehl, Owner. Knight, McGuire & Associates, Inc., Agent. Located at 6580 69th Street. Zoning Classification: A-1, Agricultural 1 (up to 1 unit per 5 acres). Land Use Designation: AG-1, Agricultural (up to 1 unit per 5 acres). [Quasi-Judicial]

ITEM#S COMMISSIONERS MATTERS

A Update of Board of County Commissioner's action on USl Capacity

ITEM#6 PLANNING MATTERS

A. Planning Information Package

ITEM#? ATTORNEY'S MATTERS

ITEM#8 ADJOURNMENT

ANYONE WHO MAY WISH TO APPEAL ANY DECISION WHICH MAY BE MADE AT THIS MEETING WILL NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH INCLUDES THE TESTIMONY AND EVIDENCE ON WHICH THE APPEAL IS BASED.

ANYONE WHO NEEDS A SPECIAL ACCOMMODATION FOR THIS MEETING MUST CONTACT THE COUNTY'S AMERICANS WITH DISABILITIES ACT (ADA) COORDINATOR AT 772-226-1223, (TDD #772-770-5215) AT LEAST 48 HOURS IN ADVANCE OF THE MEETING.

Meeting may be broadcast live on Comcast Cable Channel 27 - may be rebroadcast continuously Saturday 7 :00 p.m. until Sunday morning 7 :00 a.m. Meeting broadcast same as above on Comcast Broadband, Channel 27 in Sebastian . .

F:\Community Development\Users\CurDev\P&Z\Agenda & Lists 200718-9-07 Agenda.rt[ 2 .

PLANNING AND ZONING COMMISSION

There was a meeting of the Indian River County (IRC) Planning and Zoning Commission (P&Z) on Thursday, July 12, 2007 at 7:00 p.m. in the Commission Chambers of the County Administration Building, 1840 25th Street, Vero Beach, Florida. You may hear an audio of the meeting; review the meeting agenda, backup material and the minutes on Indian River County website www.ircgov.com/Boards/PZC/2007.

Present were members: Chairman Bob Bruce, QI1iHct 2 Appointee; Donna Keys, District 1 Appointee; Craig Fletcher, Distriei'f::1'3:':Appointee; Greg Smith, District 4 Appointee; George H.C. Lawrence, Distri:[~5 App~j!]Jee and Dr. Richard Baker, Member-at-Large. ··· "25:.

-<'•~ '"""' Absent was member: George Hamaer, Member-at-Large"(excused) and Ann Reuter, non-voting School Board Liai~~-~~-~ne~~~~d). · ·:.

Also present were IRC st3ff: George 6'1Ein:i'f; Assistant County Attorney; Bob Keating, Community DevelB''Wifu:er:;it Directof;,ii,tan Boling, Planning Director; Steven Deardeuff and John McCo.t, sli\0I<::u;planner}~1Jrrent Development; Chris Mora, Assistant Director, Public 1.A{erks 13~~~§1.erri GbJ(ir;:ip-Lister, Commissioner Assistant. 't's:.. ::'='""''Ks · · ··. ·· '">,,::;. ".,::.:. "'"-~· ' ··:: .. ,¼:,, ·~·_,~:, ' :, : ". ,'._.;:,•• Call to Order andl?ieclge of~~llegian·c:~,

~ ..s,.,;, Chairman ~r'Qce calJe~Ifiu,;!,ffieetinI:J§to order and led all in the Pledge of Allegian~~- ::•: :::·:_'.::: ······. :::~:=~~;:' s

Apprdv~iof the l\/lihute~:2.~.f::. _, ·••W•,&~,. ON MOTl~J~ B?;;:tMs. Keys, SECONDED BY Mr. ~-;~":.Fletcher members voted unanimously (6-0) to -"'~"'~" ' tile.__,,,,,~ ·s,i![>prove !§It 28, 2007 meeting minutes as p"rij\;~l~~"~,· ITEM ON CONSENT7

Mrs. Collins-Lister administered the testimonial oath to all those present wishing to speak on any quasi-judicial items.

Chairman Bruce read the following into record.

PZC/Unapproved 1 July 12, 2007 F:\BCC\AII Committees\P&Z\2007 Ag&Min\Minutes 07-12-07.doc A. The Falls at Grand Harbor: Request for preliminary plat approval for a replat of The Falls at Grand Harbor Tract "F". GH Vero Beach Development, LLC, Owner. Masteller & Moler, Inc., Agent. Located within the overall Grand Harbor development, and is bordered by US Highway 1 on the west, Grand , Harbor Blvd on the north, and Indian River Blvd on the east. Zoning Classification: RM-8, Residential Multi-Family (up to 8 units per acre). Land Use Designation: M-1, Medium Density (up to 8 units per acre). [Quasi­ Judicial]

Dr. Baker asked to pull Item A, The Falls at::Grand Harbor, from the

Consent Agenda. •"'""~'..~,• . ,h:-,,;., ~"~~·-··· A discussion ensued on re-designating Jh~ tract to affc:i,i@recreation use at The Falls at Grand Harbor...... Mr. Chris Cleary, Director of Devmij~ent for.c§~J5md Harbo~;"f:esponded a pool was being put in and indicated the islan£i~~?Yl

ON MOTION BY ,;~i?;sJ;!aker, SE~QNDED BY Mr. Fletcher, the mem6.e'.r;§°'uoanimously{{!i~0) approved preliminary plat apjif~9val"f.cff::;,Jbe r~';.f,iL9t and re­ designatioo ._of Tracfi,'tF" .!:>Ji:Tffe· ..F\1li~- at Grand Harbor. _ ✓,L-:: • ·, =-::·,,s":~,- · :, ''

Public Hearing ;;:'· _,_..., '"-'~":.-::., ,. ' Chairman BruCe"re?~2f~e'toi16wirrg i~fb record. •'<- 7 ::::, ... : -~--= .'> :" _ _"._:_:,.

A. H.iJ1jscus ctiicl_i-~n•~ 'e"epter: Request for special exception approval to

e

Mr. John McCoy, IRC Senior Planner, Current Development, reviewed the information contained in his memorandum, a copy of which is on file in the Commission Office.

Chairman Bruce wondered where the Type C Buffer would be located if required. Mr. McCoy indicated it could potentially be required along the south and the west property line.

PZC/Unapproved 2 July 12. 2007 F:IBCC\AII Committees\P&Z\2007 Ag&Min\Minutes 07-12-07.doc Mr. Fletcher asked what would be the age of the children attending the proposed daycare. Mr. McCoy replied the age was up to preschool and was not aware if the proposed daycare would accept any children over the age of five. Mr. Fletcher inquired whether there would be a fence around the proposed daycare site. Mr. McCoy answered in the affirmative and noted there was security already on the site.

Chairman Bruce inquired what was the path for th_!;l. pickup and drop off area. Mr. McCoy understood the parents would come th:Eo]gh the clubhouse to sign in and then proceed to the proposed daycare;c'["Mr. McCoy noted the applicant felt a third of the children attending the prctposed facility were already on site. sf""; .....

. ,,tt,>M~ Mr. Smith referred to the parking ar§g[as an allowabli}\!t.Qp off area, but there was no dedicated actual drop off ?Jfil])jiffiought there had td"~e a dedicated drop off area. Mr. McCoy pointed out a d~t{jgated drQ~[pff area was"n§i required, but the area was well off the road-~ay. -~,T:;:Oc::~.~~;:, ·· ·

Chairman Bruce opened tt're::{2ublic hearin@~I§t?:17 p.m. and since no one cared to speak, the public hearingl~fSCIB~t. .

'"'" . A discussion ens_µE:ld_pn a dedj§9tegfclrop? off :?r~a: Mr. Boling detailed the Land Development Regulations (LDRi%:)tvvould need0to be changed in order to get a dedicated <:lrp~:coff area}t He feittroore flexibility was needed on existing sites and noted tt:i;e(proposed~qi,l'ycare wal'.Fonot the primary use at this site. ,,,Q~,; ~6~[§~_};:~~ Ms;,;.:~~:;: SECONDED BY Dr. ,i2,:'B"a~g1;,'" ·th~, members unanimously (6-0) recommend~tl..s::. that the Board of County Commf s~[qners¥~grant special exception approval for the proBosed"'i:faycare use.

Commissioners Matter's~

Ms. Keys ffl\erftf6ned at the last Board of County Commissioners (BCC) Meeting, there was'.'a discussion regarding the Kennedy rezoning and mentioned the BCC had requested that meeting minutes be reduced, but she felt there needed to be more information or reasoning on why a certain item had not been approved. She asked Mr. Robert Keating, IRC Community Development Director, on his opinion on how to fix the problem. Mr. Keating explained the meeting was recorded and accessible via internet. A discussion followed.

PZC/Unapproved 3 July 12, 2007 F:\BCC\AII Committees\P&Z\2007 Ag&Min\Minutes 07-12,07 .doc Ms. Keys requested at the June 28, 2007 P&Z meeting if Mr. Chris Mora, Assistant Director, Public Works, could attend the July 12, 2007 meeting to discuss turn lanes. She felt P&Z needed to rethink some of the numbers and reduce the number of trips, so that it would start the requirement for a left turn lane on developments located on major roads.

Mr. Mora gave a summary of the turn lane requirements and some of the standards that the County was implementing in using and applying to developments. He revfewed a Power Point presentation+Jih~turn lanes, a copy of which is on file in the Commission Office. . J ;j ,,

There was a discussion on turn lanes and twaIJ;,ci f6~[Jane roads. -~ ,._- Mr. Mora commented it was difficult to,if§~~; the devel~~ITT:gnts to build turn lanes with the IRC turn lane standards e1.1gfrithough the County 111aygo back and build the turn lane as part of the accesscr:fgriageme,tol,?t a later datecj:> He noted the County would make every effort possi8lifCto. putffn'turn lanes and openings in a location that would do the most.,good. ·,,,:307.:

Ms. Keys asked if Mr. M~riiHi~tsome i:!:i~::on how to improve the two lane road issues. Mr. Mora respcindecltfl'at,::Staff WQJi[d be willing to look at developing different stc:1gdc:1r~s for two\lanEl§'&'erslii§,QllJlff-=lanes. A lengthy disc~;Jfi~~:~i~ed o~\1(ti:~ity. .. ,,? ., ',-- _;:::::: ·,-,--,,''" "" Chairman Bi'i.Jge war:i.t[~~tg ~now iflbere was some way to level out the load of agenda itemS:{i-!tttJ~"'P&Z'me~tlilgS: Mr. Boling explained sometimes it was hagg~Jofde.t~rnJine"'tJow long an issue may take. Mr. Keating noted public meetin~:s· were sbli~clule'd~§eks out for proper notice and for other items planning staff does';nqt know:,until the Monday before the packet goes out, howevetstaff does tr{hot to sc~edule too many items with the limited amount of control.·: ·· ·· ··· ·

Planning Mattifrs

Mr. Boling re.pbrted at the July 10, 2007 BCC meeting, the Treasure Coast Health rezoning from heavy commercial to commercial general was approved and the Kennedy Property rezoning from commercial light to commercial general was denied. He mentioned Commissioner Peter D. O'Bryan brought up a matter regarding vesting and concurrency especially in relation to commercial industrial projects and noted under existing concurrency regulations vesting can occur only at the time of building permit. He concluded the BCC authorized staff to revisit the issues and regulations and bring back to the P&Z.

PZC/Unapproved 4 July 12, 2007 F:\BCCIAII Committees\P&Z\2007 Ag&Min\Minutes 07-12-07.doc Mr. Boling referred to a Special Hearing by the BCC on July 11, 2007 for the Land Development Regulation Amendments for cement, concrete and other heavy processes and pointed out the second hearing would be held on July 24, 2007. He indicated the Land Development Regulation Amendment for the Agricultural Planned Development policies that were change in the Comprehensive Plan, would be on the at the July 26, 2007 P&Z meeting agenda with a few more details.

Mr. Boling advised staff would bring forward to !3CC at their July 24, 2007 meeting, authorizing staff to initiate changes to regulations.

Attorney's Matters

There were none.

Adjournment

The meeting adjourned at

Bob Bruce, Chairman · Date

Terri Date

PZC/Unapproved 5 July 12, 2007 F:\BCC\AII Committees\P&Z\2007Ag&Min\Minutes 07-12-07.doc

PRELIMINARY PLAT 3/1 (QUASI-JUDICIAL)

INDIAN RIVER COUNTY, FLORIDA

MEMORANDUM

TO: The Honorable Members of the Planning and Zoning Commission

. obert M. Keating, AICP; Co pment Director

THROUGH: Stan BolincZcP; Planning Director

FROM: Brian Freeman~ .ticP; Senior Planner, Current Development

DATE: July 31, 2007

SUBJECT: Royal Professional Builders, Inc. 's Request for Preliminary Plat Approval for a Subdivision to be known as St. Augustine at Vero Beach [SD-06-04-11 / 2005070188-52410]

-It is requested that the data herein presented be given formal consideration by the Planning and Zoning Commission at its regular meeting of August 9, 2007.

DESCRIPTION & CONDITIONS

Schulke, Bittle, and Stoddard, LLC, on behalf of Royal Professional Builders, Inc., is requesting preliminary plat approval for a conventional single-family subdivision to be known as St. Augustine at Vero Beach. The site is located on the south side of33rd Street, west of66th Avenue. The subject site is zoned RS-3, Residential Single-Family (up to 3 units/acre), and has an L-1, Low Density Residential (up to 3 units/acre), land use designation. The subject site contains two residential structures and several agricultural buildings that will be removed during development.

St. Augustine at Vero Beach Subdivision Data: • Project Area: 29.63 acres • Number of Lots: 57 lots • Density: RS-3: 3.00 units/acre Proposed: 1.92 units/acre • Minimum Lot Size: Required: 12,000 sq. ft. Proposed: 12,000 sq. ft. • Minimum Lot Width: Required: 80 feet Proposed: 80 feet

F:\Community Developmen'tUsers\Brian F\subdivisionS.St Augustine"lpzc staff report.rtf 1 ANALYSIS

1. Phasing: The project will be constructed in a single phase.

2. Utilities: The project will have public water and sewer service provided by county utilities. The County Department of Utilities and the Department of Health have approved these project utility provisions.

3. Traffic Circulation: Access to the proposed development will be provided by a single, gated connection to 33 rd Street. The proposed street (St. Augustine Square) will be privately maintained by and dedicated to a property owners association. No connections to adjacent properties are required, as those properties currently have access to a public road. The project's traffic circulation plan, roadway design, and traffic study have been approved by the County's Traffic Engineering Division. Because 33 rd Street is currently unpaved, the applicant is required to pave 33 rd Street from 66th Avenue to the proposed subdivision entrance. Additionally, the applicant will escrow its fair share of the paving cost for the site's remaining frontage on 33 rd Street west of the proposed project entrance.

4. Stormwater Management: The preliminary plat proposes a modified miami curb street design and a wet stormwater management tract to manage runoff generated from the project. Through the final plat process, the stormwater tract will be dedicated to a property owners' association. The Public Works Department has approved the preliminary drainage design. The final design will be approved by the Public Works Department via the land development permit review process.

5. Environmental Issues:

a. Wetlands: County Environmental Planning staff has determined that no jurisdictional wetlands exist on the subject site. Therefore, no wetlands criteria apply to the proposed development.

b. Uplands: Since the site is over five acres, the county's native upland set-aside requirement potentially applies. Because the site was previously cleared for agricultural use, there are no existing native uplands. Therefore, no upland set-aside requirement applies to the proposed development.

c. Tree Preservation: As proposed, the project complies with all current tree preservation requirements. While the site is mostly grove, there are native and exotic trees scattered about the east third of the site. The native trees include oaks and cabbage palms. The oaks and palms located in the northeast comer of the site will be preserved in an open space tract. Mitigation is required for the removal of any native hardwood tree over 12" dbh. All invasive exotic trees will be removed during development. Prior to issuance of tree removal and land clearing permits, the applicant will need to obtain Environmental Planning staff approval of the project's tree protection plan and a tree mitigation replacement plan.

F:\Community Devebpment\Users\Brian l;-\subdivisionS.St Augustimipzc staff report.rtf 2 6. Required Dedications and Improvements:

a. 33rd Street Right-of Way Acquisition and Improvement: 33 rd Street is a thoroughfare plan road. In this area, 33 rd Street is an unpaved road located within 30 feet ofright-of-way. The applicant is required to improve 33rd Street from 66th Avenue to the project entrance and to escrow its fair share of the paving cost for the site's remaining frontage on 33 rd Street west of the entrance. To facilitate the required improvement of33rd Street, the applicant will need to design the improvement and obtain all right-of-way needed for the road improvement. Because a sublateral canal exists along the south side of33rd Street, any additional right-of­ way needed will need to be obtained from the north side of the road.

Prior to issuance of a land development permit for this project, the applicant will need to obtain approval of the final design for the 33 rd Street improvement from the county's Public Works Department. In addition, all additional right-of-way needed for the improvement of 33 rd Street must be obtained by the applicant and dedicated to the county prior to issuance of a land development permit. Prior to issuance of a certificate of completion for this project, the improvement of33rd Street from 66th Avenue to the project entrance must be completed, and all escrow funds must be paid to the county for the future improvement of the site's remaining frontage on 33 rd Street west of the entrance.

b. 33rd Street Buffer: A 50-foot Type "A" buffer with a 6-foot opaque feature is required and proposed along the project's 33 rd Street frontage, where the site abuts the urban service area boundary. The opaque feature will consist of a combination berm/hedge that will be located within a separate tract and will not be part of any lot. The buffer and opaque feature will need to comply with all the design requirements of the new landscape ordinance. Prior to issuance of a land development permit, the applicant will need to obtain planning staff's approval of the final design ofthe buffer. The applicant will be required to install the buffer improvement prior to the issuance of a certificate of completion for the project.

c. East Perimeter Buffer: A 25-foot Type "B" buffer is required and proposed along the project's east perimeter, which adjoins property zoned for single-family residential use. The buffer will be located within a separate tract and will not be part of any lot. The buffer will need to comply with all the design requirements of the new landscape ordinance. Prior to issuance of a land development permit, the applicant will need to obtain planning staff's approval of the final design of the buffer. The applicant will be required to install the buffer improvement prior to the issuance of a certificate of completion for the project.

d: West Perimeter Buffer: A 25-foot Type "B" buffer is required and proposed along the project's west perimeter, which adjoins property zoned for agricultural use but designated for low-density residential use. The buffer will be located within a separate tract and will not be part of any lot. The buffer will need to comply with all the design requirements of the new landscape ordinance. Prior to issuance of a land development permit, the applicant will need to obtain planning staff's approval of the final design of the buffer. The applicant will be required to install the buffer improvement prior to the issuance of a certificate of completion for the project.

F:\Community DevebpmentUsers\Brian F\subdivisionsSt Augustinapzc staff report.rt[ 3 e. South Perimeter Buffer Not Required: Because the site's south perimeter adjoins land zoned for multi-family residential use, no buffer is required along this perimeter.

f 33rd Street Sidewalk Not Required: Because the subject site is separated from 33rd Street by a sublateral canal, no sidewalk is required along the site's 33rd Street frontage.

g. Internal Sidewalks: Five-foot wide sidewalks are proposed along both sides of the project's internal street (St. Augustine Square). A minimum 6-foot strip of sodded and irrigated landscape area is provided between the adjacent curb and sidewalk. All sidewalks will be included in the land development permit and built or bonded-out prior to final plat approval.

h. Streetlighting: Streetlights are required and will be maintained by a property owners' association. The streetlights must be incorporated into the project land development permit.

i. Green Space and/or Recreation Area: At least 7 .5% of the total site area must be set-aside as dedicated common recreation area and/or green space. For this project, the applicant proposes to provide 2.48 acres, which is 8.3 7% ofthe site. The 2.48 acres will be provided in the two open space tracts in the site's northeast comer as well as the littoral zones required in the project's stormwater tract. The open space tracts are designed to accommodate passive recreation amenities. Staff has verified that these common green space and recreation facilities are located and designed as conveniently accessible amenities. Therefore, the project will satisfy the county's recreation area/green space requirement for single-family subdivisions.

7. Landscape Plan: This project is subjectto the new landscape ordinance adopted by the Board of County Commissioners on 20, 2007. A preliminary landscape plan has been included with the project's preliminary plat. This preliminary landscape plan shows the location ofthe project's perimeter buffers, open space areas, and littoral zones. A final landscape plan will be required with the project's land development permit application. The final landscape plan will need to show the design of all buffers and opaque features, open space landscape areas, and required landscaping in stormwater tracts ( shoreline plantings and littoral zones). Forresidential projects with 20 or more units, such as this project, the landscape plan must be prepared by either a Florida registered landscape architect or a Florida certified landscape designer.

8. Concurrency: As required under the county's concurrency regulations, the applicant has applied for and obtained a conditional concurrency certificate for the project. The concurrency certificate was issued based upon a concurrency analysis and a determination that adequate capacity was available to serve this project at the time of the determination. The developer will be required to obtain final concurrency certificates prior to issuance of building permits, in accordance with county concurrency regulations.

F:\Community Devebpment\Users\Brian F\subdivisionS.St Augustincl.pzc staff report.rtf 4 9. Surrounding Land Use and Zoning:

North Sublateral canal 33'' Street Agricultural/Single-Family Residences A-1 East Trillium West 2.56 units/acre RS-3 South Walker Avenue Club Apartments 5.94 units/acre RM-6 West Agricultural Research A-1

RECOMMENDATION

Based on the analysis performed, staff recommends that the Plaoning and Zoning Corntnission grant preliminary plat approval for the St. Augustine at Vero Beach subdivision with the following conditions:

1. Prior to issuance of tree removal and land clearing permits, the applicant will need to obtain Environmental Planning staff approval ofthe project's tree protection plan and a tree mitigation replacement plan.

2. Prior to issuance of a land development permit, the applicant shall: a. Obtain approval of the final design for the 33 rd Street improvement from the county's Public Works Department b. Acquire and dedicate to the county any additional right-of-way needed for the improvement of 33 rd Street. c. Obtain county staff approval of the final landscape design for the project's perimeter buffers and opaque features, open space areas, and stormwater tract (includes shoreline plantings and littoral zones). This landscape plan must be prepared by either a Florida registered landscape architect or a Florida certified landscape designer.

3. Prior to issuance of a certificate of completion, the applicant shall: a. Pave 33 rd Street from 66th Avenue to the project entrance b. Pay all escrow funds to the county for the future improvement of the site's remaining frontage on 33 rd Street west of the entrance c. Install all perimeter buffers and opaque features d. Construct or bond-out all internal sidewalks.

Attachments: 1. Application APPROVED AS TO FORM 2. Location Map ANDLEGA~SU~. 3. Traffic Impact Analysis Executive Summary ev-~ 4. Tree Survey/Preliminary Plat/Landscape Plan/Aerial ,.fc(WILLIAM G. COLLINS II COUNTY ATTORNEY

F:\Community Devebpmenl:\Users\Brian F\subdivision~t Augustine.pzc staff report.rtf 5 ,_.- ;

f )LA- s hCA.dov-Jb(oo (c.Su 6 PRELIMINARY PLAT APPLICATION FORM (PLTP)

PROJECT NAME (PRINT~()~f\ \ J?±oft)1 iONI\I :f3uilde:125 Suf.:,01v 1HJJ,1 I COMPUTER ASSIGNED PROJECT#: d( 00~0 7 O / rr- ~c) 'f o ASSIGNED FILE#: PLTP - 5-.D -0 0 - (5 ~ - 1l

CORRESPONDING PRE-APPLICATION CONFERENCE PROJECT NAME AND !RC ASSIGNED FILE NUMBER: SD-(/p-~-_l_l_ SHAoo-l),tooK 5-,a,,,_,,,,,~ /zvv,~, o 1 $~

ADDRESS

CITY STATE ____L_)_~---- ZIP PHONE

CONTACT PERSON

PROJECT ENGINEER: (PRINT)

~Kl IKe,33, ±1:\e:1-;r ~~QJ2t:N2!>r LLC. NAME I'7 I'l rl\rj I l\"-1 \::iwe 73\~d. '.bu, if ADDRESS :Rtar 201 \fe:Roh ,TIA.

CONTACT PERSON

SITE TAX ID#'S: 3Z-:S9-:3l-CYIOO 1-0/0Q- OQO0O z .o

C:\Documents and Settings\webmaster.ADMIN\Desktop\Preplinaiy Plat App.doc REV: 04/04 AlTACHaENT l •·

IS ALL OR A PORTION OF PROJECT IN "ENVIRONMENTALLY SENSITIVE" AREA AS ADDRESSED IN THE PROJECT PRE-AEPLICATION CONFERENCE? YES____ NO _ _::_v__ • ZONING:D(i$4:t'N~ A~I fTuopim{ 15--?CLUP: ____sl=--'------• TOTAL (GROSS)ACREAGE OF PARCEL: 2.9 ,l2:3 A0)2£:S • AREA OF DEVELOPMENT (NET) ACREAGE: 29 ;l_p'3, A@t S • TOTAL NUMBER OF LOTS: 5'7 . DENSITY (UNITS PER ACRE): I. 9 2

**PLEASE FILL-OUT APPLICATION SUBMISSION CHECKLIST**

FOR OFFICE USE ONLY: DATE RECEIVED: ______,/ /__ _ DATE APPLICATION COMPLETE: I /___ _ SUBDIVISION FILE NUMBE'.R: SD-__-. __ - __ REVIEWING PLANNER:______

PRELIMINARY PLAT APPLICATION SUBMISSION CHECKLIST

NOTE:"N/A" may be marked in YES column if"Not Applicable"

MATERIAL YES NO I. Formal Pre-Application Conference Held x_

II. Fee 10 acres: G?so.oo) .Y:,__ III. Completed Preliminary Plat Application Form X IV. Ten (10) Copies of the Preliminary Plat ~ V. Two (2) Sealed Site Surveys L VI. Two (2) aerials of site with project overlaid, showing surrounding 200 feet i-:: VIL Two (2) copies of the Owner's Deed ~ VIII. Letter of Authorization from Owner OR Applicant is Owner X-

IX. Completed Tree Removal Permit Application OR Signed Exemption Form OR Noted as will apply 10 days prior to preliminary plat release :L

_C:\Documents and Settings\webmaster.ADMIN\Desktop\Preplinary Plat App.doc REV: 04/04 2.1

00001 ---,--0 60 3 ~ 00001 60 00001 1 00001 00001 70 00001 00001 00001 + 60 00001 70 4 00001 ~ 00001 2 0 60 60 60 4.1 70 ~ 70 i+ 00001 50 0 ~ i 1 6 1 2 1 ~ 5 60 ~ A-1 2

00001 60 5 225 • ~ oori 00001 " 60 70 125 , 04 3 ~ 590 165 165 165 330 230 330 330 JRlXSf;."" 860 340 TR1'2 TR11 .... ll 1201.2 -I ...II 00001 00001 00001 110 110 110 3 2 1 I ;llr ~ - ...II

TR13 I It w :::, z w !l RM-8 ~ ~ RM-6 .; :c ~ 00001 00001 00001 "' ; 140 150 150 I 1 1 •• •100001 0 z: 3 , 130 1 .... WALKER CLUB APTS.

;,,~t- rv ~a 0]7 MOTORIST DESIGN Traffic/Transportation Consulta.nts

STAlJCUS"flNE- FKA. KLEISLEY REZONE-TRAFFlC l:MPACT SU!Vll\1ARY

th I. Location: South side of 33rd Street, west of 66ih Avenue 2. Size: 89 single family homes (rezoning) 3. Trip Generation: 89 detached dwelling units,.: 9.57 dJiily trips/unit= 852 trips/day · 89.. ,.: l,Ol P.M. peakhour trips/unit= 90 J>,M. peak hour trips 4. Area of Influence B<>undaries: 41st Street ( nocth}, SR 60 (souili), 43rd Ave {east), I-95 {west) th th th th 1 5. Significant Roads: Slt60 (66 Ave to 58 Ave}, 66 Ave(SR60 to 4l" St), 26 St (66' ' to 43rdAve) (i. Significant Intersections: SR 6{Hii? 66th Ave, 26tl' Streel@ 66th Ave 7. Trip l)istribution: See Appendix A 8. IntcrnalCapture: none .9. Passsb)• Capture: 0% (ncwtt)ps = 100%) 10 .. P.M. PeakBtiui' Dii'ectional % (ingress/egress): 63% cntering/37% exiting 11. Trnf:fkCountFactots Applied: FDOT peakscason adjustm:entfactors and 4.4'¼, annual growth. to bulld--0ut in 2006. 12. Off-Sifrl11111rovcmcntil: The developerwili be required t1> committ1> a SR 60 Interest contribution based. upon the site's westbound peak hour impact to the segment between 82"" A,,cnuc and 66th Avenue. 13. Roadway Capacities (IRC Link Sheets): Sec Appendix B 1 1 I 4. Assumed roadway ,md/ot intersection impi·ovements: ·6cJaue SR

Motorist Design of Merrit.t Js~and, Inc.,· 1237 Guy Road, Orlando, FL 32828 EB BA ,8270 - e-mail: motoristde,[email protected] - voice: 321-459-2905 - Ja.x: 321-459-2012 ATTACHMENT 3 0 APPENDIX B \~OJECT LINK ASSIGNMENTS LINK SHEET SUMMARY TABLE

Traffic Counts in the "Existing" column were collected in 2006 Trips indicated in the "Vested"Column are as of 2/20107. IRC 89. unit REMAINING BASE EXIST VESTED KLEISLEY WITH LINK ON FROM TO CAP VOLUME TRAFFIC REZONE PROJECT "(8115)" 1010N SRA1.A CNTY LINE CITY LIMIT 950 325 30 595 1010S SRA1A. 950 396 16 538 1020N SRA1A CITY LIMIT 17TH ST 860 830 1.9 1i 1020S SRA1A 860 900 7 -47 1030N SRA1A 17TH ST SR60 860 604 5.6 200 1030S SRA1A 860 635 6 219 1040N SRMA SR60 CiTY LIMIT 860 836 7 17 10408 SRA1A 860 910 6 -56 1050N SRA1A CITY LIMIT FRED TUERK 860 836 2 22 105DS SRA1A 860 910 1 -51 1060N SRA1A FRED TUERK OLD VVINTER 860 580 1 279 1060S SRA1A 860 °468 0 392 1070N SRA1A OLD\iVINTER NIRSL 860 534 5 321 1070S SRA1A 8.60 472 6 382 1080N SRA1A N IRSL CR 510 860 534 53 273. 1080$ SRA1A 860 472 38 350 1090N SRA1A CR 510 COUNTY LINE 9S8 354 47 597 10£\US SRA1A 998 513 94 391 1110N IRS 4THST/U8 1 12TH ST ,aao 740 8 1112 IRS 1860 1.366 33 461 i 12.0N · IRB 12TH ST CITY LIMIT 1il60 99.9 0 861 1120S IRB 1860 1425 0 435 1130N !RB CITY L.IMIT 17TH ST 1860 999 10 851 · !RB 1860 1425 0 435 1140N IRB 17TH ST 21ST ST 1860 1024 3 833 IRB 1860 1395 0 465 1150N IRS 21ST ST SR 6Cl 1860 1420 16 424 !RB 1860 1661 0 199 1160N !RB SR60 CITY LIMIT 1860 -\049 64 747 1160$ IRS 1.860 1120 30 710 1170N IRS CITY LIMIT US 1153RD i860 588 139 1133 !RB 1860 832 116 912 1210N l0 95 CNTYLINE CR 512 2740 1504 10 1226 12108 1-95 2740 1509 15 1216 1220N 1-95 CR 512 SR60 2740 1510 29 1201 12208 1-95 2740 1519 3D 1191 1230N 1-95 SR60 OSLORD 2890 1726 44 1120 1-95 2890 1712 31 1147 1240N 1-95 OSLORD CNTY LINE 2890 171.6 35 1139 1-95 2890 1707 24 1159 1305N us 1 CNTY LINE OSLO RD 1860 1197 67 596 1305S us 1 1860 1590 54 216 1310N us 1 OSLO RD 4TH@IR BD 2790 1413 37 1340 1310S us 1 2790 1749 60 881 1315N us 1 4TH@IRBD 8THST 1860 1191 7 662 1315$ US1 1860 1477 19 364 1320N us 1 BTHST 12TH ST 1860 1286 19 555 1320S us 1 1860 1466 38 356 1325N us 1 12TH ST CITY LIMIT l710 1219 36 455 1325S US1 1710 1296 51 363 Traffic Counts ·in tr--,Existing'' column were collected in 2006 Trips indicated in the "Vested" Column are as of 2120/07. !RC 89 unit REMAINING BASE EXIST VESTED KLEISLEY WITH LINK ON FROM TO CAP VOLUME TRAFFIC REZONE PROJECT "(8/15)" 1330N us 1 CITY LIMIT 17TH ST 1710 1118 36 556 1330S us 1 1710 1325 52 333 1335N us 1 17TH ST SR 60 1510 1175 59 276· B35S us 1 1510 1207 75 228 1340N us 1 SR 60 ROYAL PALM 1510 901 86 523 1340S us 1 1510 1124 182 204 1345N us 1 ROYAL PALM ATLANTIC 1710 1084 108 518 1345S us 1 1710 970 158 582 1350N us 1 ATLANTIC CITY LIMIT 2010 1508 135 367 13508 us 1 2010 1612 180 218 1355N us 1 CITY LIMIT OLD DIXIE 2010 1634 166 210 1655$ us 1 2010 1298 177 535 1360N us 1 OLD DIXIE 41.ST ST 20.10 1712 169 129 1360S us 1 201.0 10'79 127 804 1365N us 1 41ST ST 45TH ST 2010 1451 187 372 1365S US.1 2010 1021 156 833 1370N us 1 45TH ST 49TH ST 2010 1425 191 394 1370$ us 1 2010 930 163 .917 1375N us 1 49THST 65TH ST 2()10 1728 270 12 1375S us 1 2010 1087 213 710 1380N us 1 65THST 69THST 2232 1711 174 347 13803 US1 1860 1070 164 626 1365N us 1 69TH ST OLD DIXIE .2232 1675 166. 391 138.5S US1 1.860 1034 138 68.8 1390N us 1 OLD DIXIE SCHUMANN 2210 1411 155 644 1390S us 1 1860 915 134. 811 1395N U$1 SCHUMANN CR 512 1860 1300 84 476 13958 US1 1.860 973 100 787 1400N us 1 CR 512 CITY LIMIT 1710 1272 60 378 1400S us 1 1710 1171 76 463 1405N US 1 CITY LIMIT ROSELAND 1860 1318 42 500 1405S us 1 1860 1323 58 479 1410N us 1 ROSELAND CNTY LINE 1860 1158 8 694 1410S US1 1860 965 3.3 862 1510N SCHUMANN CR510/66TH CITY LIMIT 860 705 11 144 1510S SCHUMANN 860 337 17 506 1520N SCHUMANN CITY LIMIT us 1 860 118 7 735 1520S SCHUMANN 860 66 12 782 1610N ROSELAND CR 512 CITY LIMIT 860 325 14 521 1610S ROSELAND 860 335 16 509 1620N ROSELAND CITY LIMIT us 1 860 301 18 541 1620S ROSELAND . 860 277 6 577 1710E CR512 SR60 1-95 860 386 87 387 1710W CR 512 860 704 14 142 1720E CR 512 1-95 CR 510 1860 655 246 959 1720W CR 512 18.60 823 30 1007 1730E CR 512 CR510 CITY LIMIT 1860 730 41 1089 1730W CR 512 1860 716 45 1099 1740E CR 512 CITY LIMIT ROSELAND 1B60 952 40 868 1740W CR 512 1B60 732 44 1084 1750E CR 512 ROSELAND us 1 1860 611 25 1224 1750W CR 512 1860 700 24 1136 1810E CR 510 CR 512 66THAVE 1860 538 470 852

ATTACHMENT 3 -- Traffic Counts in !~/Existing" column were collected in .2006 ' Trips indioated. in the "Vested" Column ari;;as of 2120/07. !RC 89 .unit REMAINING BASE EXIST VESTED KL~ISLEY WITH LINK ON FROM ·TO CAP VOLUME TRAFFIC REZONE PROJECT "(8115)" 1s1ow CR 510 1860 776 104 980 1820E CR 510 66TH AVE 58THAVE 1860 .512 118 1.230 1820\lv CR510 1860 718 120 1022 1830E CR 510 58TH AVE us 1 1860 544 136 1180 1830W CR 510 1860 774 125 961 1840E CR 510 us 1 SRAtA 1900 571 ·1.91 11.38 1840W CR 510 1900 1021 210 669 19.05E SR60 CNTYLINE CR512 1810 2H 11 1582 1905W SR60 181.0 2!54 13 1543 1907E SR .. 60 CR512 100TH AVE 1810 258 1 1551 1907W SR60 1~10. 257 3 1550 j910E SR60 100THAVE 1-95 1860 325 140 1'395 1910W SR60 1£60 286 213 1361 1915E SR60 1-95 82NDAVE 18$0 1391 289 1ao 19.15W SR.60 · 2000 1593 263 141 t920E SR6D 82NDAVE 66TH AVE 2120 1550. 467 103 1920W SR60 2120 1865 359 -109 1925E SRl30 66TH AV.E 56THAVE 2790 1641 .335 814 1925W SR60 2790 1652 3813 22 730 1930E SR60 58THAVE 43RDAVE 2790 13.9.9 280 1111 1930W SR60 2790 1497 386 907 1935E SR60 43RDAVE 27TH.AVE 2790 1315 249 1226 1935W SR60 2790 1544 353 893 1940E SR60 27THAVE 20TH AVE 2790 H58 188 1444 1940\N SR6b 2790 1371 284 1135 1945.E SR60 20TH AVE OLD DIXIE 3252 11.35 132 1985 1945W SR60 3252 1268 186 1798 1950E SRBD OLD DIXIE 10TH AVE 3252 1258 83 1911 1950W SR60 3252 1051 116 2085 1955E SR60 10TH AVE us 1 3252 1100 80 2072 1955W SR60 3252 757 100 2395 1960E SR60 · US.1 !RB 3252 789 17 2446 1960W Sft60 3252 513 15 2724 19651= SR60 IRB ICWW 1860 908 7 945 1965.W SR60 1860 1616 3 241 1970E SR 60 ICWW SRA1A .1860 911 7 942 1970\N SR60 1860 979 8 873 2020E 16THST 58THAVE 43RDAVE 860 355 49 456 2020W 16TH ST 860 279 38 543 2030E 16TH ST 42\RDAVE 27TH ST 860 367 47 446 20301/V 16THST 860 551 38 271 20'AOE 16TH ST 27TH ST 20TH AVE BSD 355 32 473 2040W 16TH ST 860 543 5.3. 264 2050E 16TH ST 20TH AVE OLD DIXIE 810 569 31 210 2050W 16TH ST 810 730 45 35 2060E 16TH/17TH ST OLD DIXlE us 1 1710 6.86 52 972 2060W 16TH/17TH.ST 1710 764 50 896. 2110E 17TH ST US1 IRS 1710 5oO 29 1121 2110W 17TH ST 1710 754 23 933 21201:: 17TH ST IRB SRA1A 1860 1047 26 787 2120W 17THST 1860. 1296 16 548 2210E · 12THST 82NbAVE 58TH AVE 870 98 3 769 2210W 12TH sr 870 98 0 772

JlTTACHIIENT 3 Traffic Counts m tiz-:.-1:xisting" column were collected in 2006 Trips indicated in the "Vested" Column are as of 2120/07. IRC 89 unit REMAINING BASE EXlST ·VESTED KLEISLEY WITH LINK ON FROM TO CAP VOLUME TRAFFIC REZONE PROJECT "(8115)" 2220E 12TH ST 58THAVE 43RDAVE 860 190 38 632 2220W 12THST 860 261 29 570 2230E 12TH ST 43RD AVE 27THAVE 860 269 16 575 2230W '12THST 860 390 13 457 2240E 12TH ST 27TH AVE 20THAVE 860 350 11 499 2240W 12THST 860 533 11 316 2250E 12TH ST 20TH AVE OLD DIXIE 860 459 8 393 2250W 12TH ST 860 698 11 151 2260E 12TH ST OLD DIXIE us 1 1368 416 0 952 2.260W 12TH ST 1368 691 10 667 2305N OLD DIXIE CNTY LINE OSLO RD 860 356 113 :391 23058 OLDDIXI.E 860 491 21 348 2310N OLD DIXIE OSLO RD 4TH8T 860 329 43 488 2310S OLD DIXIE 860 383 41 436 23:15N. OLD DIXIE 4THST BTHST 810 484 39 287 23153 OLD DIXIE 810 630 39 141 2320N OLD DIXIE 8TH ST 12TH ST 810 529 21 260 2320S OLD DIXIE 810 704 24 82 2325N OLD DIXIE 12TH ST CITY LIMIT 810 560 7 243 232.SS OLD DIXIE 810 634 8 16.8 2330N OLDDIXI€ CITY LIMIT 16TH ST 850 382 8 46.0 23308 OLDD!XIE 85D 387 6 457 2335N OLD DIXIE 16TH S.T SR60 850 284 33 533 2335S OLD DIXIE 850 239 22 589 2345N OLD DIXIE 41ST ST 45'TH ST 860 179 49 632 2345S OLD DIX.IE 860 193 34 633 2350N OLD DIXIE 45TH ST 49TH ST 860 136 61 663 2350S OLD DIXIE 860 114 42 704 2355N OLD DIXIE 49TH ST 65TH ST 860 132 108 620 2355S OLD DIXIE 860 149 92 619 2360N OLD DIXIE 65TH ST 69TH ST 860 218 30 612 2360S OLD DIXIE 860 87 23 750 2365N OLD DIXIE 69THST CR 510 860 145 17 698 2365S OLD DIXIE 860 129 ·12 719 2410N 27TH AVE CNTY LINE OSLO RD 1068 519 314 235 2410S 27TH AVE 1068 800 477 -209 2420N 27TH AVE OSLO RD 4THST 1068 548 209 311 24208 27THAVE 1068 769 325 -26 2430N 27THAVE 4THST 8TH ST 1020 462 149 409 24308 27TH AVE 1020 81'1 240 -31 2440N 27THAVE oTH ST 12TH ST 1020 447' 106 4o7 2440S 27THAVE 1020 793 174 53 2450N 27THAVE 12TH ST CITY LIMIT 1020 456 87 477 . 2450S 27THAVE 1020 · 784 143 93 2460N 27THAVE CITY LIMIT 16TH ST 1020 456 81 483 2460S 27TH AVE 1020 784 138 98 2470N 27TH AVE 16TH ST SR60 1020 411 40 569 2470S 27THAVE 1020 704 70 246 2480N 27THAVE SR 60 ATLANTIC 810 257 19 534 2480S 27THAVE 810 439 28 343 2510N 27THAVE ATLANTIC AVIATION 810 439 8 363 25108 27THAVE 810 756 14 40 2530E OSLO RD 82NDAVE 58THAVE 870 234. 5 631

. AT1'ACHll£NT } .

T(affic Counts in n\ .. lcxisting'' column were collected in 2006 Trips indicated in the "Vested" Column are as of 2/20/07. !RC 89 unit REMAINING BASE EXiST VESTED KLEISLEY WITH LINK ON FROM TO CAP VOLUME TRAFFIC REZONE PROJECT "(8/15)" 2530W OSLO RD 870 197 1 672 2540E OSLO RD 58TH AVE 43RD AVE 1953 583 247 1123 2540W OSLO RD 1953. 469 128 1356 2550E OSLO RD 43RD AYE 27TH /IVE 1953 778 227 948 2550W OSLO RD .1953 635 209 1109 2560E OSLO RD 27TH AVE 20TH AVE 1953 543 173 1237 2560W OSLO RD 1953 654 14'3 1156 2570E OSLO RD 20TH AVE OLD DIXIE 1953 595 298 1060 2570W OSLO RD 1953 805 189 959 258QE OSLO RD OLD DIXIE us 1 1953 740 75 1138 2580W OSLO RD 1953 585 81 1287 2810N 6THAVE 17TH ST ClTY LIMIT 860 312 1 547 2610S 5THAVE 860 467 1 392 2620N 6THAVE ClTY LIMIT SR 60 850 330 2 518 2620S . 6THAVE 850 368 1 481 2710N 10THAVE SR 60 ROYAL PALM 810 77 23 710 2710S 10TH AVE 810 68 23 719 2720N 10TH AVE ROYAL PALM 17TH ST 810 218 24 568 2720S 10TH AVE 810 372 23 415 2810N 20TH AVE OSLO RD 4THST 860 432 126 302 2810S 20TH AVE 860 438 154 268 2820N 20TH AVE 4TH ST 8THST 810 "354 65 381 2820S 20THAVE 810 625 85 100 2830N 20THAVE 8THST 12TH ST 810 362 4,3 405 2830S 20THAVE 810 624 59 127 2840N 20THAVE 12TH ST CITY LIMIT 1710 428 27 1255 2840S 20TH AVE 1710 624 34. 1052 2850N Z0THAVE CITY LIMIT 16TH ST 1800 428 16 1356 2850S 20TH AVE 1800 624 33 1143 28.60N 20TH AVE 16TH ST SR60 1800 334 23 1443 2860S 20TH AVE 1800 425 42 1333 2870N 20THAVE SR.60 ATLANTIC 850 193 24 6.33 2870$ 20TH AVE 850 113 58 679 2905N 43RDAVE CNTY LINE OSLO RD 1068 354 208 506 2905S 43RDAVE 1068 311 323 434 2910N. 43RDAVE OSLO RD 4TH ST 1068 439 375 254 2910S 43RDAVE 1068 541 284 243 2915N 43RDAVE 4THST 8THST 1020 473 162 385 2915S 43RDAVE 1020 671 237 112 2920N 43RDAVE 8TH ST 12TH ST 1071 482 157 432 2920S 43RDAVE 1071 653 219 199 2925N 43RDAVE 12TH ST 16TH ST 1071 502 138 431 2925S 43RDAVE 1071 658 189 224 2930N 43RD AVE 16TH ST SR 60 1796 581 151 1064 2930S 43RDAVE 1796 693 197 906 2935N 43RDAVE SR 60 26TH ST 1796 467 137 1192 2935S 43RDAVE 1796 612 133 1051 2940N 4:iRDAVE 26TH ST 41STST 860 423 223 214 2940S 43RDAYE 860 488 220 152 2945N 43RDAVE 41ST ST 45TH ST 860 332 169 359 2945S 43RDAVE 860 333 121 406 2950N 43RDAVE 45TH ST 49TH ST 860 245 155 460 2950S 43RDAVE 860 180 104 576

Alll\CHMENT .} ·• ·, Traffic Counts in th\ Existing" column were collected in 2006 Trips indicated _in the "Vested" Column are as of 2120107. !RC 89 unit REMAINING BASE EXIST VESTED KLEISLEY WITH LINK ON FROM TO CAP VOLUME TRAFFIC REZONE PROJECT "(8115)" 3005N 58THAVE OSLO RD 4TH ST 1860 363 95 1402 3005S 58TH AVE 1860 411 129 1320 3010N 58TH AVE 4TH ST BTHST 1710 657 72 981 3010S 58TH AVE 1710 712 96 902 3015N 58THAVE 8TH ST ·J2TH ST 1710 815 99 796 3015S 58THAVE 1710 1138 116 456 3020N 58TH AVE 12TH ST 16TH ST 1710 944 147 619 3.020S 58TH AVE 1710 1046 158 506 3025N 58TH AVE 16TH ST SR60 1710 983 219 508 3025S 58TH AVE 1710 1035 246 429 3030N 58THAVE SR60 41STST 1860 1137 246 477 30308 58THAVE 1860 1109 168 583 3035N 58TH AVE 41ST ST 45TH ST 860 587 205 68 3035S 58TH AVE 860 538 99 223 3040N 58TH AVE 45TH ST 49TH ST 860 .496 187 177 3040S 58THAVE 860 487 95 278 3045N 58THAVE 49TH ST 65TH ST 860 479 155 226 3045S 58TH AVE 860 402 115 343 3050N 58TH AVE 65TH ST 69TH ST 860 432 90 338 3050S 58THAVE 860 356 11D 394 3056N 58TH AVE 69TH ST CR 510 860 367 81 412 3055S 58THAVE 860 292 118 450 3120N 66THAVE SR60 26TH ST 860 463 164 31 202 31208 66TH AVE 8136 432 129 18 281 3130N 66TH AVE 26TH ST 41ST ST 860 548 156 4~ 108 3130S 66THAVE 860 398 119 28 315 3140N 66TH AVE 41ST ST 45TH ST 950 559 6.9 322 3140S 66THAVE 950 367 . 58 525 3150N 66THAVE 45TH ST 65TH ST 870 537 73 260 3150S 66THAVE 870 331 60 479 31!5.0N 66TH AVE 65TH ST 69TH ST 870 537 42 291 3160S 66THAVE 870 301 41 528 3170N 66THAVE 69TH ST CR 510 870 561 57 252 317DS 66THAVE 870 314 47 509 3310N 82NDAVE OLSb RD 4THST 950 171 5 774· 3310S 82NDAVE 950 166 8 776 3320N 82NDAVE 4TH ST 12TH ST 950 191 15 744 3320S 82NDAVE 950 158 20 772 3330N 82NDAVE 12TH ST SR60 860 264 64 532 3330S 82NDAVE 86.0 220 33 607 3340N 82NDAVE SR 60 65TH ST 410 12 5 393 3340$ 82NDAVE 410 21 8 381 3350N 82NDAVE 65TH ST 69TH ST 410 17 1 392 3350S 82NDAVE 410 15 0 395 3360N 98THAVE 8TH ST 12TH ST 860 13 43 804 3360S 98TH AVE 860 13 79 768 3370N 98THAVE 12TH ST 16TH ST 860 72 108 680 3370S 98THAVE 860 50 197 613 3380N 98THAVE 16TH ST SR60 860 73 108 679 3380S 98THAVE 860 48 197 615 3390N 98THAVE SR 60 .26TH ST 860 24 0 836 3390S 98THAVE 860 143 0 717 3610E 77TH ST 66TH AVE us 1 820 124 11 685

JO IAC Hffl£NT •l Traffic Counts in IVZ----~'Existing" column were collected in 2006 Trips indicated in the "Vested" Column are as of 2/20/07. !RC 89 unit REMAINING BASE EXIST VESTED KLEISLEY WITH LINK ON FROM TO CAP VOLUME TRAFFIC REZONE PROJECT "(8115)" 3610W 77TH ST 820 124 9 687 371DE 69TH ST 82NDAVE 66TH AVE 410 17 18 375 3710W 69TH ST 410 15 18 377 3720E 69TH ST 66THAVE 58TH AVE 870 ·119 13 738 3720W 69TH ST 870 5.5 18 797 3730E 69THST 58THAVE OLD DIXIE 870 49 26 795 3730W 69TH ST 870 59 18 793 3740E 69TH ST OLD DIXIE us 1 870 46 11 813 3740W 69TH ST 870 48 13 809 3820E .6!:ffH ST 66TH AVE 58TH AVE 870 50 21 799 3820W 65TH.ST 870 41 4 825 3830E 65THST 58THAVE OLD DIXIE 870 98 30 742 3830W 65TH ST 870 64 22 784 3840E 65THST OLD DIXIE us 1 870 62 9 799 3S40W 65TH ST 870 72 10 788 4220E 49THST 66TH AVE 58TH AVE 860 31 35 794 4220W 49TH ST 860 123 19 718 423bE 49THST 58TH AVE 43RDAVE 860 23 28 809 4230W 49TH ST 860 173 19 668 4240E 49TH ST 43RDAVE OLD DIXIE 810 216 113 481 4240W 49THST 810 144 90 576 4250E 49THST OLD DIXIE us 1 810 221 30 559 4250W 49THST 810 157 21 632 4320E 45THST 66THAVE 58TH AVE 860 105 22 733 4320W 45TH ST 860 136 10 714 433QE 45THST 58TH AVE 43RDAVE B60 176 42 642 4330W 45TH ST 860 207 42 611 4340E 45TH ST 43RD AVE OLD DIXIE 860 352 77 431 4340W 45TH ST 860 422 82 356 4350E 45THST OLD DIXIE !RB 860 230 75 555 4350W 45TH ST 860 267 82 511 4420E 41ST ST 66TH AVE 58THAVE 870 109 33 728 4420W 41ST ST 870 120 15 735 4430E 41ST ST 58THAVE 43RD AVE 860 246 55 559 4430W 41ST ST 860 227 73 560 4440E 41ST ST 43RDAVE OLD DIXIE 860 211 116 533 4440W 41ST ST 860 226 48 586 4450E 41ST ST OLD DIXIE IRB 860 109 18 733 4450W 41STST 860 128 18 714 4460E 37TH ST us 1 /RB 860 448 1 411 4460W 37TH ST 860 638 21 201 47220E 26THST 66THAVE 58THAVE 860 248 135 10 467 4720W 26THST 860 234 106 17 503 4730E 26TH ST 58TH AVE 43RD AVE 860 394 41 425. 4730W 26TH ST 860 539 57 10 254 4740E 26TH ST .43RDAVE AVIATION 860 458 30 372 4740W 26TH ST 860 635 35 190 4750E 26TH ST AVIATION 27TH AVE 860 137 12 711 4750W 26TH ST 860 201 19 640 4830E 8TH ST 58TH AVE 43RDAVE 860 75 17 768 4830W BTHST 860 118 10 732 4840E 8TH ST 43RDAVE 27THAVE 860 311 55 494 4840W 8TH ST 860 380 . 36 444 ) A'tlACKlli.Kl Traffic Counts in ti\ ,Existing" column were collected in 2006 Trips indicated in the "Vested" Column are as of 2/20/07. IRC 89 unit REMAINING BASE EXIST VESTED KLEISLEY WITH LINK ON FROM TO CAP VOLUME TRAFFIC REZONE PROJECT "(8/15)" 4850E 8THST 27TH AVE 20TH AVE 860 353 14 493 4850W 8THST 860 544 13 303 4860E 8THST 20TH AVE OLD DIXIE 810 331 86 393 48601/\1 8THST 810 632 27 151 4870E 8THST OLD DIXIE us 1 810 327 20 463 4870W STHST 810 551 29 230 4880E 8TH ST us 1 IRB 860 192 3 665 4880W 8THST 860 242 4 614 4910E 4THST 82ND AVE 58TH AVE 870 75 25 770 4910W 4THST 870 97 7 766 4930E 4THST 58TH AVE 43ROAVE 860 208 15 637 4930W 4THST 860 262 11 587 4940E 4THST 43RDAVE 27TH AVE 660 277 26 557 4940W 4THST 860 341 23 496 4950E · 4THST 27THAVE 20TH AVE 860 315 9 5:i6 4950W 4THST 860 472 11 377 4960E 4THST 20TH AVE OLD DIXIE 860 320 37 503 4960W 4THST 860 479 53 328 4970E 4THST OLD DIXIE us 1 810 353 17 440 4970W 4THST 810 463 28 319 5610E FRED TUERK A1A 'V OF COCONU. 860 110 D 750 5610W FRED TUERK 860 68 0 792 5710E WINTER BEACH A1A JUNGLE TRAIL 860 61 1 798 5710W WINTER BEACH 860 47 0 813 5810E ATLANTIC 27THAVE 20TH AVE 860 141 6 713 5810W ATLANTIC 860 257 7 596 5820E ATLANTIC 20THAVE us 1 860 123 41 696 5820W .ATLANTIC 860 171 104 585 5910E AVIATION BO 26TH ST 27TH AVE 1280 497 10 773 5910W AVIATION BD 1280 627 44 609 6010E ROYAL PALM 8D ROYAL PALM IRB 880 26-3 9 608 6010W ROYAL PALM BD 880 130 9 741 6110E ROYAL PALM PL us 1 IRB 880 169 20 691 6110W ROYAL PALM PL 880 349 19 512

43rd - 4L 16th to 26th - 2009 US1 - 6L 4th to Oslo Oslo • 5L 58th to US 1 89 units CR510-4LCR512-US 1 KLEILSEY REZONE "(8115)"

ATTACHMENT 3

! I ~"gan.-~oj~:;~j•'"~'"(l 8 "' .. , ~ I : ; I I

I SCHULKE, BITTLE & STODDARD, L.L.C, ST. AUGUSTINE AT VERO EXISTING CONDITIONS BEACH SUBDIVISION ="' ~ PEmlfmNG 1717 IOOW<~= RLVER BL,,.,,., SUrrE=~ 201 ve,,o BEACI<. RORIOA a.,ooo TEl.m/7l'Mo2Z FAXm/77

JUL S 1 2007

11.TTACHME!IT 4

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ST. AUGUSTINE AT \'ERO BEACH SUBDIVISION AERIAL 1117 INDIAN RIVER Ell..VO, sumc :;m1 ""RO 8SACfl. Fl.ORICA J296iJ 113..7'2/77').8627 FAXn,1m,...... Er.tllflln-.oom JIil S 1 2007

ADMINISTRA TlVE PERMIT USE (QUASI-JUDICIAL)

INDIAN RIVER COUNTY, FLORIDA

MEMORANDUM

TO: The Honorable Members of the Planning and Zoning Commission

./

opment Director

THROUGH: Stan Boling, AICP; Planning Director

FROM: Steven Deardeuff; Senior Planner, Current Development

DATE: , 2007

SUBJECT: Dr. Valerie Biehl's Request for Administrative Permit Use Approval for a Veterinary Clinic and Accessory Kennel to be Known as East Coast Animal Medical Center. [SP-MA-07-04-22 2002120119-57610]

It is requested that the data herein presented be given formal consideration by the Planning and Zoning Commission at its regular meeting of August 9, 2007.

DESCRIPTION & CONDITIONS

Knight, McGuire and Associates, Inc. has submitted an application on behalf of Dr. Valerie Biehl for administrative permit use approval for a veterinary clinic and an accessory kennel on an 11.46 acre site. The proposed use constitutes a "veterinary clinic" under county land development regulations. Located at 6580 69th Street, the subject site is zoned A-1 (Agricultural up to one 1 unit per 5 acres), a zoning district in which administrative permit use approval is required for a veterinary clinic.

Currently, there are horse stables and paddocks owned and operated by the applicant on the site. Prior to development of the stables a few years ago, the site was a former grove. The applicant now proposes to construct a veterinary clinic and accessory kennel building and retain the existing stables. The applicant also proposes to construct an outdoor animal exercise yard (to be enclosed by a 6-foot chain­ link fence) next to the proposed kennel building.

The Planning and Zoning Commission is now to consider granting approval of the administrative permit use request for the veterinary clinic and accessory kennel. A use that requires an administrative permit is one that normally would not have an adverse impact on surrounding properties when carefully regulated in scale, duration, or nature. Administrative permit use approval requires submittal of a site plan that meets all of the specific use criteria set forth in Chapter 971.13(2) of the county's land development regulations.

F:\Community Development\Users\Steven Deardeuft\SPMA (Major)\East Coast Animal Medical Center\East Coast Vet P&Z StaffReportrtf 1 ANALYSIS

1. Zoning Classification: A-1 (up to 1 unit per 5 acres)

2. Land Use Designation: AG-1 (up to 1 unit per 5 acres)

3. Minimum Lot Size: Required: 200,000 sq. ft. Existing: 499,285 sq. ft. or 11.46 acres

4. Development Area: Proposed 36,615 sq. ft. or 0.84 acres

5. Building Area: Proposed 4,116 sq. ft. Enclosed Veterinary Clinic 2,646 sq. ft. Enclosed Accessory Kennel Building 6,762 sq. ft. Total Building Area

Note: The veterinary building is set back two hundred and seventy (270) feet from the closest property line (to the south). The kennel building is set back one hundred seventy six (176) feet from the closet property line (to the east). As proposed, there will be three (3) outdoor exercise areas adjacent to the proposed kennel building. These exercise areas, totaling 4,000 square feet, are proposed to be secured with a six ( 6) foot chain link fence with slats, and screened from the east and south by a ten (10) foot wide landscape buffer.

6. Phasing: The project will be constructed in a single phase.

7. Off-Street Parking: Required: 23 Parking Spaces Provided: 25 Parking Spaces

Note: 1 space for every 300 square feet of gross building area is required. Of the twenty-three required parking spaces, one must be designated as handicapped accessible. The applicant has proposed twenty-five parking spaces. One space will be designated as handicapped accessible, while the twenty-four remaining spaces will be standard parking spaces.

8. Traffic: Currently, the site accesses 69th Street through an existing stabilized, unpaved driveway located on the north side of 69th Street. The subject site plan proposes paving this existing driveway to the standard two-way, twenty-two (22) foot width requirement for a commercial driveway. As proposed, the internal driveway will provide paved access to the proposed parking lot that will serve the veterinary clinic and kennel buildings.

The internal traffic circulation plan and driveway design have been approved by the County's Traffic Engineering Division and Fire Prevention Division.

9. Utilities: The site will be served by well water and a septic system. These provisions have been approved by Utility Services Department and the Department of Health. Prior to release of the site plan, the applicant must obtain applicable Department of Health permits and/or approvals for the septic system.

10. Concurrency: As required under the county's concurrency regulations, the applicant has applied for and obtained a conditional concurrency certificate for the project. In accordance

F:\Community Development\Users\Steven DeardeuffiSPMA {Major)\East Coast Animal Medical. Center\East Coast Vet P&Z Staff Report.rtf 2 with county concurrency regulations, the developer will be required to obtain final concurrency certificates prior to issuance of building permits.

11. Dedications and Required Improvements: Currently, 60 feet of road right-of-way exists for 69th Street adjacent to the subject site. The ultimate right-of-way for this segment is 100 feet. -The applicant has agreed to dedicate without compensation an additional forty feet of right-of­ way. In addition, the applicant has also agreed to dedicate without compensation a comer clip right-of-way parcel at the intersection of 69th Street and 66th Avenue. These dedications need to be granted prior to site plan release.

12. Environmental Issues: Environmental planning staff has inspected the site and verified that the site was former grove and that no wetlands or native upland plant communities exist on site. Therefore, no special upland or wetland requirements apply.

13. Landscape: Although this site plan application was submitted prior to the effective date of the new landscape ordinance (March 31, 2007), the site plan was not approved by , 2007. Consequently, this application is subject to the new landscape ordinance requirements. The applicant has revised the landscape plan to meet the requirements of the new landscape ordinance. The applicant proposes a fifteen (15) foot right-of-way landscape buffer along the site's 66th Avenue and 69th Streets frontages. In addition, non vehicular open space landscaping, parking lot landscaping and a ten (10) foot wide exclusive driveway landscape buffer are provided. ·

14. Specific Land Use Criteria for Veterinary Clinic: Pursuant to LDR section 971.13(2), the following criteria apply to the proposed use:

1. All facilities shall be located in an enclosed structure;

Note: The proposed site plan satisfies this requirement. The veterinary clinic and kennel facilities are fully enclosed within a CBS block building. No unenclosed dog runs are proposed.

2. Commercial boarding ofanimals may be allowed only as an accessory use and only within a totally enclosed structure;

Note: The proposed accessory kennel is sixty four (64) percent the size of the veterinary clinic building and is, therefore, subordinate to the veterinary clinic use. Animals will be boarded within an entirely enclosed CBS block building. Outdoor exercise areas are proposed for day time use only (7 A.M. to 6 P.M.), will be secured by a slated 6-foot chain-link fence, and will be located no closer that 175 feet from the nearest adjacent property.

3. All buildings shall be soundproofed in such a manner that adequately mitigates and/or attenuates noise impacts on adjacent properties.

Note: To minimize potential noise impacts on surrounding properties, the proposed veterinary clinic and kennel buildings will be constructed of CBS block walls with a metal roof and sound absorption materials. In addition, the outdoor exercise areas will be restricted to daylight use only (7 AM. to 6 P.M.). This daylight use restriction is recommended as a condition of approval.

F:\Community Development\Users\Steven DeardeuffiSPMA (Major)\East Coast Animal Medical Center\East Coast Vet P&Z StaffReport.rtf 3 15. Surrounding Land Use and Zoning:

North: A-1 / Groves; unplatted acreage. . th West: A-1 / 66 Avenue; groves; unplatted acreage. South: A-1 / 69th Street; groves; unplatted acreage. East: A-1 / Residential acreage.

16. Comparison to Top Hat and Tails Application: On 22, 2007, the Planning and Zoning Commission voted 4-2 to deny administrative permit use approval for the Top Hat and Tails commercial kennel application. That denial was appealed by the applicant, but subsequently upheld by the Board of County. Commissioners. In staffs opinion, the subject · application is substantially different from the Top Hat and Tails application. The Top Hat and Tails site plan was proposed to be located on a site located east of 66th Avenue just north of 77th Street, approximately one (1) mile north of the proposed East Coast Animal Medical Center. Below is a comparison of the two sites and proposed kennel uses.

Top Hat & Tails East Coast Over all site size 7.74 acres 11.46 acres . Area of development 2.70 acres 0.84 acres Building square footage 13,790 sq ft 2,646 sq ft (kennel building) Primary use Commercial Kennel Veterinary Clinic Size of surrounding properties 1/2 acre to 10 acres 5 to 10 acres Building design Block building with under . Block building; no dog runs roof unenclosed dog runs Frontage Behind residential properties Lateral A/ 66th Ave and 69th fronting 66th Ave Street

In summary, the subject application differs significantly from the denied Top Hat and Tails application. Compared to Top Hat and Tails, the subject application proposes a significantly smaller kennel operation that is accessory to a veterinary clinic, is located in an area of larger, conforming parcels rather than smaller non-conforming parcels, and abuts a major thoroughfare rather than adjacent private properties. No unenclosed dog runs are proposed as part of the subject application,· and the kennel building and exercise yards are set back twice as far as the building and exercise yards in the Top Hat and Tails proposal.

17. Noise Control: The applicant has provided planning staff with design information concerning efforts to minimize the effects of possible noise on surrounding properties.

RECOMMENDATION:

Based on the analysis performed, staff recommends that the Planning and Zoning Commission grant administrative permit use approval for the proposed veterinary clinic, subject to the following conditions:

F:\Community Development\Users\Steven Deardeufl\SPMA (Major)\East Coast Animal Medical Center\East Coast Vet P&Z StaffReport.rtf 4 1. Prior to site plan release, the applicant shall:

a. Obtain a Department of Health permit for the well and septic system.

b. Dedicate without compensation 40 feet of right-of-way for 69th Street, as shown on the site plan.

c. Dedicate without compensation the comer clip right-of-way at the intersection of 66th Avenue and 69th Street, as shown on the site plan.

2. Outdoor exercise areas shall be screened as shown on the site plan, and use of the areas by animals shall be limited to the hours of7 AM. to 6 P.M.

ATTACHMENTS

1. Application 2. Location Map 3. Copy ofLDR 971.13(2) 4. Veterinary Building Elevations 5. Kennel Building Elevations 6. Traffic Summary 7. Noise Control Methods 8. Site Plan 9. Landscape Plan 10. Aerial

~PPROVID Al TO fORM ANl)t.HM,.IUfflOIINCY

? ..WILUAM &CctSJ14. G. COLUNS I 0 1 COUNTY AtTORNiY

F:\Community Development\Users\Steven DeardeuffiSPMA (Major)\East Coast Animal Medical Center\East Coast Vet P&Z StaffReport.rtf 5 MAJOR SITE PL APPLICATIONF '~ (SPMJ) S? 0) tf.) COMPUTER ASSIGNED PROJECT#: z_oo2. I LOIJC..9 SP-rn'A-00-6 k/- 22 PROJECTNAME(PRINT): E:j\-~-r c..o~, (Wt,,,\A-i_ Mei:>1c.10r£.. c, e'rvrt.~

PROPOSED PROJECT USE: J e-ree. 1r,J A-12..y c_. A:'Li:!:

PRE-APPLICATION CONFERENCE PROJECT NAME:

OWNER: (PRINT) AGENT: (PRINT) Dll.... V 0.. Ie,.&~.e, e. I e,l,, I 5 c. c. +--1- Mc. Givi"vt. e.

ADDRESS ve~o CITY STATE CITY STATE '3Z--1'-'0 (DJ) c; ]2- -'trf'f 3 ~-ui r., o ( TJ1-l ~1 -s- nr ZIP PHONE ZIP PHONE ( ) _____ (7J'l.-· Sb r -I 'I>'

PROJECT ENGINEER: (PRINT) PROJECT ARCHITECT: (PRINT) kf'lqh-t-, Mc.,~vl(l!, C... M. c.. f2. ,M,J H> 12- o NAME 8-v ~oyM... P4-v½ P61nk AD RESS ·5v1h. tfo/ 0C..r2..o \?,e 14-e.-»-- Pt.od., VA CITY STATE CITY STATE ~1--1 '- o <...r!Jd. 5'(. r - ,;-s--o~ ~ 1-5 Ip I ( ?Tl-) 5'C 7 - / 2 / 2- ZIP PHONE ZIP PHONE ( 777-- 51,,'f ,v~ ::ic.,6-/,.),~ /-,(11.fbtl'hf v1 re -c.av1-t (,....._ ____,) ______FAX E-MAJL FAX E-MAJL Sc..c.J,f Mc. C..vr~ Citf2::\S C ltAt;/Fo-e.-o CONTACT PERSON CONTACT PERSON

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AffACHMENT 2 971.13(2) (2) Veterinary clinic or animal hospital (administrative permit). (a) Districts requiring administrative permit approval, (pursuant to the provisions of 971.04): A-1, A-2, A-3, CL, CG, CH. (b) Additional information requirements: 1. A statement from the applicant indicating the types of animals to be cared for and the nature of all on-site facilities shall be submitted; 2. A site plan, pursuant to the requirements of Chapter 914. (c) Criteria for veterinary clinic or animal hospital: 1. All facilities shall be located in an enclosed structure; 2. Commercial boarding of animals may be allowed only as an accessory use and only within a totally enclosed structure; 3. All buildings shall be soundproofed in such a manner that adequately mitigates and/or attenuates noise impacts on adjacent properties. 11 I ' " I I I

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ATTACHMENT 5 Kimley-Hom and Associates, Inc.

69'" STREET ANIMAL CLINIC-EXECUTIVE TRAFFIC IMPACT SUMMARY 0uly2007) • SufleB-100 1. Location: Northside of 69th Street just east of 66th Avenue 120119111 Place Vero Beach, Florida 329611 · 2. Size: 6,928 sf .Anitnal Clinic

3. Trip Generation: Net New Daily Trip Volume = 153 vehicular trips Net New A.M. Peak-Hour Volume = 24 vehicular trips Net New P.M. Peak-Hour Volume = 24 vehicular trips

4. Area of Influence Boundaries: • North - 69th Street • South - 69"' Street • East~ 58th Avenue • West-66th Avenue

5. Significant Roads: • 69"' Street - 66"' Avenue to 58"' Avenue

6. Significant Intersections: • none

7. Trip Distnburion: See Appendix A

8. Internal Capture: none

· 9. Pass-by Capture: none

10. A.M. PeakHourDitecrional % (ingress/egress): AnitnaI Clinic 50% entering/SO% exiting

11. P.M.PeakHourDitectional % (lllgtess/egress): AnitnaI Clinic 50% ent.ering /50% exiting

12. Traffic Count Factors Applied: 6.60% annual growth rate

13. Off-Site Improvements: • None required

1.4. Roadway Capacities (IR.C Link Sheets): See Appendix B

15. Assume roadway and / or intersection improvements: - APPROVED BY • INDIAN RIVER COUNTY TB. m 562 7981 NGINEERI FAX 772 794 9368 f/,/07 11 ° ASSISTANT PUBLIC WORKS DIRECTOR Kimley-Horn and Associates, Inc.

• none

16. Sig:o.ifica.nt Dates a) Pre-study conference: Novetuber 2006

b) Traffic counts: • none

c) Study approval: -~ / .1./ o.1.

17. SR 60 Interest Share Special Fee • SR 60 westbound between 82nd Avenue to 66th Avenue: 8.36% assigned to link x 12 trips = 1.00 trips 1.00 trips x $7,677 per trip= $7,677.00

H:\4791 I000\66th Avenue Vet Clinic - Traffic Impact Executive Summmy.doc &9th Street Animal Clinic: 6,928 sf Traffic counts In the E](jSflNG column were collected in 2Ga8 Trips Indicated in the VESTED column are as of 0712.81'lfjffT

%ofLOS LINK ON STREET FROM81REET TO STREET CAPACITY EXIST. VESTED PROJECT REMAINING "D" W/PROJECT

1010N S.R.A1A S,COUNlYLINE S. VBCITYL 950 325 26 0 ... 1010s S.R,A1A S. COUNTY LINE S.VBCITYL 950 396 14 0 ... 43%"" 1020N S.R.A1A S.VBCITYL 171li STREET 930 B30 18 0 82 91% 1020$ S.R.A1A S.VBOOYL. 171li STREET 930 BOO 29 0. 100% 1030N S.R.A1A 1TTH.STREET S.R.60 860 604 59 0 197 77% ,ooos S:R.A1A 17THSTREl:r 860 635 5 0 ... ,... ,1040N S.R.A1A S.R.80 """'° N.wcrrvt. 880 836 7 0 17 .... 1040S S.R.A1A ,>R.BO N.VBCITYL 880 910 4 0 ... 106% 1080N S.R.A1A N, VBCITYL FRED TUERK RD. 880 838 0 0 24 97% 1080S S.R.A1A N.VBCITYL FREOTIJERK RD. 880 910 1 0 ... 106% 1080N S.ltA1A FRED TUERK RD. OLD WINTER BEACH RD. 880 680 0 0 ,.. &7% 1080S S.R.A1A FRED TUERK RD. OLD WINTER BEACH RD 880 468 • 0 ... 1070N S.R.A1A OLD WINTER BEACH RD N.IRSL 880 534 3 0 ...... "" 1070S S.R.A1A OLD IN1NTER BEACH RD N.IRSL. 880 472 2 0 388 S.R.A1A ,.... N.IR$LN. C.R.510 880 534 44 0 282 ""97% 10BOS S.R.A1A N.IRSLN. C.R.510 ... 472 18 0 ., 1GSON S,R.A1A . C.R.510 N, COUN'TY LINE 354 ""' ... 48 0 ... 40% 1090S S.R.A1A C.R. 510 N. COUNTY LINE 998 513 .., 0 .., 1110N INDIAN RIVER BLVD. 411i ST. C US1 127H S1llEET 1,860 740 62 0 1058 11108 INDIANRIVERBLVD. 4THST.@US1 12THSTREET 1,860 1,366 85 0 399 - 1,120N INDIAN RIVER BL.VD. 12THSTREET S.VBCITYL 1,880 999 .. 0 002 -'""97% 1120S INDIAN RIVER Bl.VO. 12THSTREET S.VBcnYL 1,eoo 1,425 98 0 337 ..,. lNDIAN RIVERBLVD. S.VBCITVL 17THSTREET 1,880 999 .., 0 807 57% 1130$"""' INDJAN RIVER BLVD. S. VBCITYL 171li STREET 1,880 1,425 105 0 330 .... 1140N lNDIAN RIVER BLVD. 171li STREET 21STSTREET 1,880 1,024 141 0 ...... 114D$ INDIAN RJVER BL VD. 171li STREET 21STSTREET 1.880 1,385 243 0 222 .... 1150N INDIANRNERBLVD. 21STSTREEr S,R.60 1,860 1,420 182 0 258 .... 11506 IND~ RIVER BLVD•. 21ST STREET $.R.~ 1,860 1,661 244 0 ... 1112% 1160N INDIANRIVERBLVD. S.R.80 W.VBCITYL 1.860 1,048 1S9 0 m 1180$ INDIANRIVERBLVD. S.R.60 W.\IBCJTYL 1,880 1,120 83 0 657 ...."'" 1170N INDIAN RJVER BLVD. W.VBCITYL US1 Q53RDST. 1,860 ... 186 0 1096 .,,. 1170$ INDIAN RIVER BLVD. W.WCITYL US 1 @ 53RD ST. 1,880 1132 1,0 0 ...... 1210N •ss N. COUNTY LINE C.R.512 2.740 1,504 0 1231 1210$ N.COUNTVUNE • •ss C.R.512 2,740 1,809 10 0 1221 '"' 1220N l-9S C.R.512 S.R. 60 2,7-40 1,510 23 0 1'47 ...."" 1220$ 1-95 c.R.512 S.R.60 2.740 1,519 23 0 1191 .... 1230N 1-95 S.R.60 OSLO ROAD 2,S90 1,726 34 0 1130 .,,. 1230S .... $.R. 60 OSLO ROAD 2.890 1,712 20 0 115& .... 1240N .... OSLO ROAD S. COUNTY LINE 2,890 1,716 20 0 1154 1240$ .... OSLO ROAD S. COUNTY UNE 2,890 1.707 13 0 1170 1305N U.S.1 S. COUNTY LINE OSlOROAD 1,880 1,197 07 0 ... - 130SS U.S.1 S. COUNlYLINE OSLO ROAD 1.BBO 1,590 53 217 -....'"' 1310N U.S.1 • OSLO ROAD 4THST.@IRBLVD. 2,700 1,412 40 0 ,...... 13108 U.S.1 OSLO ROAD 4TH ST.@ JR BL~. 2,790 1,749 107 0 934 97% 1315N U.S.1 4lHST.@lRBLVD. BTHSTREET 1,880 1,195 7 0 ...... 13158 U.S.1 4TH ST.CIR BLVD. BTHSTREET 1,880 1,4&1 18 0 81% 132.0N .... U.S.1 BTHSTREET 127HSTREET 1,880 1.289 22 0 ... ,.,. 13206 U.S.1 "™STREET 12THSTREET 1,8£0 1,472 41 0 347 81% 1325N U.S.1 127HSTREET s. VBCITYL. 1,710 1.221 48 0 441 74% 1326$ U.S.1 12TH S'IREET S.VBCITYL.. 1,710 1,301 78 0 331 "" 69th street Animal Clinic: 6,928 sf Traffic caunts In the EXISTING column were collected In 2008 Trips lndicaled In the VESTED column are as of D712612orrt

%ofLOS REMAINING LINK ON STREET FROM STREET TO STREET CAPACllY EXIST. VESTED PROJECT ,,. WJPROJECT 1330N U.S.1 S. VBCITYL 17THSTREET 1,710 1,120 0 523 1'30$ U.S.1 S.VBCITYL 17THSTREET 1,710 1,329 "'T1 0 304 ""' 133511 U.S.1 17Tl-l STREET S.R. 60 1,510 1,f75 61 0 274 ..,.""' 13355 U.S.1 1TTHSTREET S.R.60 1,510 1.2l>l' 90 0 213 1340N U.S.1 S.R.60 ROYAL PALM PL 1,820 901 96 0 ...... 1340S U.S.1 S.R.60 ROYAL PALM Pl 1,510 ·1,124 196 • 190 -117% 1345N U.S.1 FiOYAL PALM PL ATLANTIC BLVD. 2.116 1.084 112 D .. , .,.. 13458 U.S.1 ROYAL PALM PL ATLANTIC BLVD. 1,710 970 162 • 579 1350N U.S.1 All.ANTIC BLVD. N.VBCITYL 2,322 1,508 129 • ... 13508 U.S.1 ATLANTIC BLVD. N.\IBCnYL 2,010 1,612 154 0 ... -'"" 1355N U,S.1 N, VBCITYL OLD DIXIE HWY 2,320 1,634 ., 0 ... 74% 13558 U.S.1 N.. VBCrrYL. OLD DIXIE HWY 2,010 1,2Se 118 ... - 1350N U.S.1 OLD DIXIE HWY ., • '°" 41STS"TREET 2,586 1,712 • 787 13608 U.S.1 OLDOfXIEHWY 41STSTREET 2,010 1,079 72 • ... '""57% 1365N U.S.1 41STSTREEr 45THSTREET 2.352 1,451 124 D 7T1 13658 U.5.1 41STSTREET 45THSTREET 2,010 1,021 108 • aa1 '"' 1370N U.S.1 45THSTREET 491HSTREET 2,384 1,425 137 • ... 13708 U.S.1 4S7HSlREET 4911-ISTREET 2,010 930 119 • ... -52% 137~ U.S.1 49THSlREET 6SlHSTRcET 2,568 1,728 262 • 578 -71% 13758 U.S.1 49THSTREET 6SlHSlREET 2,010 1.0"7 . 220 • 703 .... 1350N U.$,1 65THSTREET 6911ismEET 2,631 1,711 0 ,.. 71% 1380S U.S.1 65THSlREET 69THSTREET 1,860 1,070 163"" 0 627 ..,. 1385N U.S.1 """STREEr OLDDOOEHWY 2,848 1,675 160 D 813 138SS U.S.1 '"" 6911ismeEr OLDDOOEHW'f 1,860 1,034 135 0 ... ,.,, 1390N U.S.1 OLC DIXIE HWY SCHUMANN DR. 2,210 .., 1,411 132 • 13905 U.S.1 01.DDOOEHWV SCHUMANN DR. ,.... 915 96 0 848 '""54% 1385N U.S.1 SCHUMANN DR. C.R.512 1,aao 1,l!OO .. 0 ... ,.,. 1395$ U.S.1 SCHUMANN OR. • C.R.612 1.860 97'1 .. 0 818 1400N U.S.1 C.R.512 N. SES. CITY L 1,710 1,272 47 0 ,.., 77%""' 14005 U.S.1 C.R.512 N. SEB. CITYL 1,710 1.171 53 0 1405N u.s.1 N, SEB. Cf1Y L ROSS.AND RD. 1,860 1,316 42 0 50D ""73" 140SS U.S.1 N.SEB.CITYL ROSElANO RO. 1,860 1,323 56 0 -481 74% 1410N U.S.1 ROSELAND RD. N. COUNTY LINE 1.860 1,158 • D 694 1410S. U.S.1 ROSELAND RD. N. COUNT'! LINE ,.... 865 33 0 862 ""' 1510N SCHUMANN OR. C.R. 510@661HAVE. $. SEB. CITY L. 880 7DS 11 0 .144 "'" 1510S SCHUMANN OR. C.R. 510 @6611-1 AVE. S. SEB. CITY L .., 337 16 D SG7 41%""' 1620N SCHUMANN DR. $. SEB, CITY L U,S.1 860 118 7 0 73S ,... 1620S SCHUMANN DR. S. SEB. CITYL .., U.S.1 .. 12 0 763 1610E ROSELAND RD. S.R.512 N.SEB. CITYL ... 32S 14 0 521 39""' I 161tm ROSELAND RD. S.R.512 N. SEB. CJIY L ... 33S 16 0 ... 41% 1620E ROSELAND RO. .., N. SES. CITY L U.S.1 14 0 ... 1620W ROSELAND RO. N.SEB.CrTYL ""' U.S.1 860 ''"3T7 • 0 471 1710E C.R. 512 S.R.60 1-95 ... 386 58 0 .,, "".... 1710W C.R..512 S.R. 60 "'5 ... 704 11 0 145 1720E C.R.512 ""' .., c.R.510 1.880 656 130 0 ,...... 1720W C.R. 512 ,... C.R.510 · 1,860 623 20 0 1... 1730E C.R.512 c.R.510 W. SES. CTTYL 1,8"' 730 41 0 1089 41%"" 1730W C.R. 512 C.R.510 W.SEB.CflYL 1,860 718 45 0 1099 1740E C.R. 512 W. SES. CITY L ROSS.AND RD,· 1.860 4D D ...... "" 1740W C.R.512 W. SEB. CITY L. ROSSIANORO. 1,860 "''7'12 44 0 .... .,,. 69th Street Animal Clinic: 6,928 sf Traffic counts In lhe EXISTING column were collected in 2DDB Trips indicated In the VESTED column are as of 07126f2007 %ofLOS REMAINING LINK ON STREET FROM STREET TOSTREET CAPACITY VESTED PROJECT ·o- EXIST. WI PROJECT 1750E C.R.512 ROSELAND RD. U.S.1 1,860 611 25 D 1'24 .... 1750W C.R.512 ROSELAND RD. U.S.1 1,B80 7DD 24 0 1136 1a10E C.R. 510 C.R.512 66THAVE. 1,!ISO 538 256 0 1056 ..,. 1810W C.R. 510 C.R.512 66THAVE. 1,860 176 94 D ... .,,.- 1820E C.R. 510 661HAVE. SSTI-IAVE. 1,!ISO 512 ., D 1261 ..,. 1820W C.R.510 66THAVE, 66THAVE. 1,860 718 106 0 1...... 1830E C.R.510 58:THAVE. U.S.1 1.860 "" 110 • .... 1830W C.R.510 58!HAVE. U.S.1 1,860 774 78 0 1008 - 1840E C.R. 510 U.S.1 S.R.A1A 1,900 571 172 0 1157 1840W C.R.510 U.S.1 S.R.AfA 1,900 1.021 152 0 727 - 1905E S.R.60 W. COUNTY LINE C.R. 512 1,B1n 217 0 1584 -12" 1905W S.R.60 W. COUNTY LINE C.R.512 1,810 254 0 1545 - 11' ,.,. 1907E S.R. 60 C.R.512 100TI-IAVE. 1,810 258 1 0 1551 14% 1907W S.R.60 C.R.512 100THAve.. f.810 257 3 0 1559 14" 1910E S.R.60 100THAVE. J.ll5 1,860 325 121 • 1414 .... 1910W S.R.60 .1001HAVE. ,... 1,!ISO 286 196 D 1378 .... 1915E S.R.60 .... 82NDAVE. 1.060 1,391 2Jl7 D 262 1915W S.R. 60 S95 82NDAVE. 2.000 1,593 218 • 189 .... 1920E S.R. 60 B2NDAVE. 66THAVE. 2.790 1,550 212 0 1... - 1920W s..Ft 60 ~AVE. '6THAVE. 2.790 1,865 186 0 739 1925E S.R. 60 66THAVE. 581HAVE. 2.790 1,641 256 D 893 ''"-.... 1925W S.R.60 66lliAVE. 58TliAVE. 2,790 1,652 254 0 ... ..,. 1930E S.R. 60 58THAVE. 43RDAVE. 2,790 1,396 224 0 1117 ..,. 1930W S.R.60 581HAVE. 43ROAVE. 2,790 1,497 ... D ... 1935E S,R. 60 43ROAVE. 2711iAVE. 2,790 1,315 210 D 1285 55% 1935W S,R. 60 43ROAVE. 27THAVE. 2,780 1,544 332 • ... -67" 1940E S.R. 60 27THAVE. 20THAVE. 2,790 1,158 196 D 1438 .... 1940W S.R.60 27THAVE. 2DlllAVE. 2,790 1.371 294 D 1125 ..,. 1945E S.R60 2DTHAVE. OLD DIXIE HWY 3,252 1,135 155 D 1962 ..,. 1945W S.R.60 20THAVE. OLD DIXIE HWY 3,252 1,268 2Jl8 D 1778 ..,. 1950E S.R.60 OLD DIXIE HWY 10THAVE. 3,252 1,258 108 D 1885 1950W S.R60 OLDOOOEHWY 10lHAVE. 3,252 1,051 171 0 ""38% 1955E S,R.60 fOTHAVE. U.S.1 3,252 1.100 108 D 1955W 8.R. 60 10THAVE. U.S.1 3,252 757 157 0 -.... 28%""' 1960E S.R.60 U.S.f INDIAN RIVER BLVD. 3,252 7e9 .. 0 -2394 .... 1960W. S,R. 60 U.S.1 INDIAN RIVER BLVD. 3,252 513 104 0 .... 1'"' 1965E S.R.-60 INDIAN RIVER BLVD, ICWN 1,BBD 908 • D ... 49" 1965W S.R60 INDIANFWERBLVD. ICWN 1,860 1,263 D 595 1970E S.R.60 IC'MV S.R.A1A 1,!ISO 92Jl • D 934 .... 1970W S.R. 60 rcww S.R.A1A 1,860 891 • D 863 -.... 2020E 16TH STREET 66THAVE. 43ROAVE. ... 160 44 D ... 24% 2020W 18TH STREET" 581HAVE. 43RDAVE. 860 ... 36 D 524 ..,. 2030E 16TH STREET 43RDAVE. 27THAVE. ... 348 45 D .., 2030W 16THSTREET 43ROAVE. 27THAVE. ... 507 38 • 317 2040E 18TH STREET 2711iAVE. 2DlllAVE. 880 390 32 • ... -49" 2040W 16TH STREET 271HAVE. 2DlllAVE. 860 579 51 D 230 -.,.,. 2050E 16TH STREET 2DlllAVE. OLD DDOE HWY 810 597 29 • 184 77" 2050W 16TH STREET 2'flliAVE. OLD DIXIS HWY 810 775 42 D .7 101% ?050E · 16TH/17TH STREET OLD DIXIE HWV U.S.1 1,710 582 .. D 1078 37" 2060W 16lW17THSTREET OLDDOOEHWY U.S.1 1,710 624 45 0 1041 39" 69th StreetAnimal Clinic: 6,928 sf Traffic counts In the EXISTING column were collected In 2008 Trips indicated In the VESTED cokmmare as of0712612D07

%oflOS REMAINING LINK ONSTI DOOEHWY 691HS1REET C.R. 510 880 129 12 0 719 18" 2410N 27TliA~UE S. COUNTY LINE OS!.OROAO 1,068 519 2S6 0 253 78" 2410S 27TiiAVENUE S.COUNl'YUNE OSLO ROAD t,'110 800 466 0 ... 74% 2420N' 27TH AVENUE OSLO ROAD 4THSTREET 1,058 548 195 0 325 78" 24208 27THAVENUE OSLO ROAD 4THSTREET 1,710 788 2112 0 ... .,,, 2430N 27THAVENUE 4THSTREET BTH.STRl:Er 1,020 462 141 0 417 2430S 2miAVENUE 4llt"1REET 8llt S1REE1" 1,710 19B 0 ,., .... 2440N 27THAVENUE am STREET 12llt smEET 1.020 447'" .. 0 474 ..- ,. 2440S 27THAVENUE 81llSlREET 1Z1HSlREET 1.()20 783 135 0 92 2450N 271HAVENUE 12TH SlREIIT S.VBCJTVL 1,020 466 81 0 ... '"'..,,. 2450S 2TTHAVENUE 1ZfH STREEr S.VBCfTYL 1.020 784 135 0 100 - &9th Street Animal Clinic: 6,928 sf Traffic counts in the EXISTING column were cohdad In 2008 Trips lndicated In the VESTED column are as: of D7/2Bl2007

%ofLOS REMAINING LINK ON STREET .FROM S1REET TOSlREET CAPACllY EXIST. VESTED PROJECT 'O" WI PROJECT 2460N 27l1i AVENUE S.VBCfTYL 16THSTREET 1,020 456 73 0 ... 24605 ZTTHAVENUE S.VBCITYL 1STHSTREET 1,020 784 180 0 ... .."" ,. 2470N 27THAVENUE 16THSTREET S.R. 60 1,020 411 0 57Z .... 2470$ 27THAVENUE 16THSTREET $,R.60 1,020 704 "' .. 0 ... 75% 2490N 27THAVENUE S.R.80 A11.ANTIC Bl.VD. 810 257 16 0 .,., .... 2466S 27THAVENUE S.R.60 ATV\NTIC BLVD. 810 439 24 0 347 57% 2510N 27TI-I AVENUE ATLANTIC BLVD. AVIATION BLVD. 810 439 • 0 ...... 2510$ 27THAVENUE A.TI.ANTIC BLVD. AVIATION et.VD. 810 756 10 0 44 2530E OSLO ROAD B2NDAW. SBTHAVE. 870 245 1 0 ... 28%""' 25'MNI OSLO ROAD B2NDAVE. 5'1!HAVE. 870 197 0 0 878 2540E OSLO ROAD 5Sll-lAVE. 43RDAVE, 1,953 561 210 0 1182 ....= 2540W OSLO ROAD 58THAVE. ~RDAVE. 1,953 483 109 0 1,., .... 2550E OSLO ROAD 43RDAVE. 27THAVE. 1,953 741 166 0 1"6 2550W OSLO ROAD 43RDAVE. 27THAVE. 1,953 703 175 0 1075 .... 2560E OSLO ROAD 27rHAVE. 2DTHAVE. 1,953 584 123 0 - 2560W OSLO ROAD 27THAVE. 20THAVE. 1,953 995 80 0 1178 2570E OSLO ROAD 20THAVE. OLD DlXIE HWY 1,953 595 208 0 -.,,. 41%- 2570W OSLO ROAD . 20IBAVE. OLD DIXIE HWY 1,953 BOS 125 0 11123 - 2580E OSLO ROAD OLD DIXIE HWY .U.S.1 1,953 519 67 0 1387 .... 2S8DW OSLO ROAD OLODOOEHWY U.S.1 1,953 631 71 0 1251 -.... 2610E BTHAVENUE 17THSTREET 5.VBCITYL ... 299 0 560 261DN &TH AVENUE 17TH S1REET S.VBCJTYL ... 450 0 ... 2610$ 6TiiAVENUE 17lHSTREET S. VBCrtYL. ... 732 0 12T ""..,.- 2620N 6TI-IAVENUE S.VBCJTYL S.R.80 850 470 2 0 .... 26208 81HAVENUE S.VBCITYL S.R.60 850 567 1 0 ...·" 87% 2710N 10THAVENUE S.R.60 ROYAL PALM BLVD. 810 76 23 0 '.711 12" 27108 10THAVENUE S.R60 ROYAL PALM BLVD. 610 73 23 0 714 12" 2720N 10l1:IAVENUE ROYAL PALM Bl.VO. 17THSTREET 810 216 24 0 870 .... · 10TI-1 AVENUE 27208 ROYAL PALM BLVD. 17THSTREET 810 238 23 0 ...... 2810N 2011:IAVENUE OSLO ROAD 4THSTREET ... 402 .. 0 .,. 57% 2810$ 20THAVENtlE OSLOROAI> 4THSTREET BSD 563 130 0 161 81% 2820N 2ffl'HAVENUE 4lHSTREET 8THS1REE7 810 360 .. 0 ,., .,,. 28208 20THAVENUE 4THSTREET STHSTREET 810 693 77 0 40 ..,. 2830N 20TI-I AVENUE 6TH STREET 12Tii STREET 810 -435 40 0 335 .... 2830$ 20THAVENUE STHS'IREET 12THSTREET 810 ... .. 0 .. 2840N 20THAVENUE 12THSTREET S.VBCfTVL 1,710· 442 27 1241 .,,.""' 2840$ • 20nt AVENUE 1ZTHSTREET S.VBCnYL 1,710 596 33 0 1081 .,,. 2850N 20THAVENUE S.VBCITVL 16THS1REE7 1,800 442 ,. 0 1"'2 .... 28509 ZOT1i AVENUE S. VBcrTYL 16lHSTREET 1,800 ... 32 0 1172 .... 2960N 20TH AVENUE. 1611-t STREET SR.60 1,800 332 22 0 1440 .... 2660$ 20TH AVENUE 16lHSJ'REET S,R. 60 .,.., 1,800 39 0 ,.. , .... 2870N 20lHAVENUE S.R.80 ATI.ANTICBLVD. 850 166 21 0 ... 22" 28708 20THAVENUE S.R. 60 An.ANTIC BLVD. 850 52 0 ... 43ROAVENUE S. COUNTYUNE OSLO ROAD 950 354"" 196 0 400 ...."" 20058 43RDAVENUE S. COUNTY LINE OSLOROAD 950 311 315 0 ... 2910N 43RDAV9lUE - OSLO ROAD 4TIISTREET 1,068 .. , 222 0 ..7 .... 29109 43RDAVENUE OSLO ROAD 4THSlREET. 1,068 541 239 0 ... -,.,. 2915N 43RDAVENUE DIXIE HWY 810 711 23 0 76 "" 487llE 8TH S1REET OLD DIXIE HWY U.S.1 810 326 19 0 ... -4870W 8THSTREEr OLD DIXIE HWY U.S.1 810 715 28 0 ., ..,.""" 48BOE BTH STREET U.S.1 INOIAN RIVERBLVD. 860 297 1 0 562 35% 4860W STHSTREEI' U.S.1 INDIAN RIVER BLVD, 860 677 2 0 281 4910E 41H STREET 82NDAVE. 58THAVE. 870 80 17 0 77' '"' 4910W 4TH STREET 82NDAVE. 58THAVE. 870 121 4 0 745 "",.,. 4930E 4THSTREET 58THAVE. 43RDAVE. 860 228 14 0 118 28" -i930W 4TH STREET 58THAVE. 43RDAVE. 860 288 10 0 ... 4940E: 4TH STREET 43RDAVE. 271HAVE. 860 293 25 0 ... '"" 4940W 4TH STREET '3RDAVE. 27THAVE. 860 365 22 0 473 ...,."" 4950E 4TH STREET 27THAVE. 20THAVE. 660 339 7 0 ... 4950W 4TH STREET 27THAVE. 20THA\IE. 960 605 10 0 ... 60% 4960E 4nl STREET 20THAVE. OlDDIXlEHWf 960 383 32 0 ... -.... 49BOW 4TH STREET 2011-IAVE. OWDOOEHWY 860 675 50 0 235 ,..,. 4970E 4TH STREET OLD DIXIE HWY U.S.1 810 569 14 0 2Zl 72% 4970W 4TH STREET OLD DIXIE. HWY U.S.1 810 532 23 0 255 .... 5610E . FRED lUERK DR. A1A W. OF COCONUT DR. 860 115 0 0 745 5610W FREDTUERKDR A1A W.OFCOCONITTDR. 860 112 0 0 763 "'' 51101: WINTER BEACH RD. A1A JUNGLE TRAIL 960 64 0 0 ,.. ""7" 5710W WINTeRBEACHRD. A1A JUNGLElRAll. 850 54 0 0 808 5810E ATLANTIC BLVD. 27THAVE. 20THAVE. 880 141 5 0 714 "' 5810W ATLANTIC BLVD. 271HAVE. 20THAVE. 860 267 0 .., 31%"" 582QE ATLANTIC BLVD. 20TliAVE. U.S.1 860 123 40• 0 697 19% 5820W ATLANTIC BLVD. 2DTHAVE. U.S.1 860 171 101 0 ... 32% 5910E AVIATION BLVD. 2BTHS1REET 27THAVE. 1.280 547 • 0 7211 5910W AVIATION BLVD. 26THSIREET 27THAVE. 1.280 732 39 0 ... ..,.""" 6010E ROYAL PALM BLVD. ROYAL PALM PL INDIAN RIVER Bl.VO. 880 394 9 0 477 ..,. 6010W ROYAL PALM BLVD. ROYAL PALM PL. INDIANRIVERBLVD. 890 197 33 0 650 26" 6110E ROYALPALMPL U.S.1 INDIAN RIVER BLVD. BBO 223 15 0 642 6110W ROYAL PALM PL U.S.1 ""' INDIAN RIVER BLVD. 880 444 42 0 364 .. ,. H:\47911000\[Llnk Tables 07~26-07.xls}Unk Percent r, .. ,;.,1 f

f­z w E NOISE AND ODOR CONTROL :c c.., Using proven methods of sound control in concert with a The following materials can be used to absorb sound and are i:5 well-designed mechanical system and a sanitary at least somewhat cleanable: !ii environment, noise and odor control can be achieved. • Ceramic-faced ceiling tiles; NRC of .65. • Mylar-faced hanging sound baffles; NRC of .75. NOISE CONTRDL • Cementitious spray-on soundproofing; NRC of .85. The five areas of focus when controlling noise in veterinary facilities are absorption, isolation, dissipation, masking, and design of the HVAC system. A discussion of these areas of interest follows:

Absorption _JLJ The first line of defense in controlling noise is to absorb the noise as close to the source as possible. The more surface area of absorbent material you have, the better off you will be. Unfortunately, the typical absorbent material is not very cleanable or durable, so you are faced with a dilemma. How do you absorb sound while providing a clean, aseptic environment? In looking at materials to be used to absorb sound, you are looking for a material with a high Noise Reduction Coefficient (NRC) rating. The NRC rating quantifies the amount of noise a material absorbs. For example, a ceiling tile of .65 NRC means that it absorbs 65 percent of the reverberant noise that hits the tile. An NRC of 1.0 means it absorbs 10b percent. For the most part, you want to aim for materials with an NRC of approximately .75 to 1.0. In contrast, concrete block walls and concrete floors have an NRC of .00 to .l!

AN I . L ARTS 800.332.4413 wvvvv.animalarts.biz Isolation For example, a two-inch square opening through a wall can Given that you can't absorb all the sound that is produced completely negate the sound isolation capabilities of the by the animals, the next goal is to isolate the sound before it balance of the wall. Going a little further with this concept, spreads, The best way to do this is to build your facility you can also see that a window in a wall or a door in a wall without holes for the s.ound to escape and of sufficient with a gap around it can significantly reduce the total density to eliminate the transmission of noise. effectiveness of the wall. Another common mistake in building sound isolation walls is to not extend the walls above In looking at the isolation of noise, there is a Sound the ceiling. · When walls are not tight to the roof deck, sound Transmission Class (STC) rating that is used to describe how can escape by "flanking" up and over the ceiling and then much noise passes through a given assembly. The STC dropping back into the adjacent room. rating is equivalent to the number of decibels of sound that the assembly screens out. For example, a wall with an STC A listing of typical assemblies and their STC follows: of 45 means that it will screen out approximately 45 decibels • 2 x 4 stud wall with drywall both sides; STC of 35. of sound, or the equivalent of a normal person talking. To • 2 x 6 stud wall with staggered studs and two layers of give some perspective, a dog barks in the range of 100 or drywall each side; STC of 58. more decibels. This means that to effectively screen out all • 8" concrete block wall with the voids filled; STC of 55. sound from a run, you would need to build a wall with an • 1/8" thick piece of glass (i.e. a window); STC of 25. STC of 100. While this is not feasible, it is also not necessary. • Typical solid-core wood or hollow metal door; STC of 45. • Typical hollow-core wood door; STC of 35. The highest effective STC that can be gained in a normal wall is approximately 55 to 65. For the most part, this is The isolation abilities of a wall can be increased by increasing workable, because of the remaining sound that escapes, the mass of the wall, adding layers to the wall, breaking fue approximately 35 decibels, will be masked by normal way vibration can track through a wall or ceiling, and by background sound. filling any openings you might have.

In addition to creating a wall that has enough mass to isolate the noise, it is also very important to eliminate any holes through the wall or any paths where noise can "flank" the ...,• wall. ..., ...., .....

AN I . L ARTS 800.332.4413 www.anin1alarts.biz Dissipation Another way to control noise is to allow it to dissipate. In a larger room, noise can die off before it hits a wall and bounces back. In the outdoors where there are no walls, sound will die off at the inverse square of the distance. This means that theoretically the sound will die off to nothing in a very short distance. Inside, it is virtually impossible to create a space big enough for sound to die off naturally, but HVAC System Considerations by increasing the height of a room and adding as much Ducts penetrating from one sound area to another can be a absorption as possible, you can move toward this goal. possible source of sound or noise leakage. A ceiling penetration with a diffuser or grille will also allow sound to migrate to another room in the same sound area.

..>,--" ~ Eliminating ducts penetrating between sound areas can control sound leakage, but if ducts do penetrate, two things can be done. First, a sound attenuator can be installed in the Masking duct directly at the penetration. Care should be taken to seal Masking is your last resort if you cannot absorb, isolate, or the joint between the wall and the sound attenuator. dissipate the noise. The perception of a noise problem is Second, a duct can be lined with acoustical lead to contain very much based on the context within which people the sound within the duct system. With these two methods, ·perceive the noise. It is hard to be bothered by noise from noise within HVAC systems can be contained and managed an adjacent space if the noise in the space in which you are from one sound area to another. Care should be taken at all located is high. This is why it is okay to have a dog kennel joints or transitions in the installation of the sound located adjacent next to a nightclub, but not a library. controlling devices.

In your facility, Muzak or a sound system can do a lot to mask noise coming from the animal areas. Coincidentally, it has been proven that Muzak in the animal holding areas can actually calm the animals.

AN I " L ARTS 800.332.4413 www.animalarts.biz ii

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l!ITTACHMENT 8

PLANNING MATTERS

INDIAN RIVER COUNTY, FLORIDA

MEMORANDUM

TO: The Honorable Members of the Planning and Zoning Commission

Robert M. Keating, AICP Community Development /.11;3 FROM: Stan Boling, AICP Planning Director

DATE: August 3, 2007

SUBJECT: Planning Information Package for the August 9, 2007 Planning and Zoning Commission Meeting

For this meeting's packet, the following articles are provided:

( l) "Greener buildings are gaining ground", Idaho Statesman, , 2007, Cynthia Sewell.

(2) "Portland's Green Dividend" CEOs for Cities, July 2007, Joe Cortright.·

(3) "How Florida could go green", TampaBay.com, July 23, 2007, Craig Pittman and Ron Brackett.

(4) "Florida biofuels on fast track", TampaBay.com, , 2007, David Adams and Asjylyn Loder.

( 5) "Starter Fuel", Florida Trend.com, , 2006, Amy Keller.

(6) "Can you bear alternative energy's inconveniences?", TCPalm, July 18, 2007, Jim Turner.

(7) "Plans for the trash vaporization facility in St. Lucie are turning heads worldwide", TCPalm, July 27, 2007, Rebecca Panoff.

(8) "Businesses cringe at entrusting land to voters", TampaBay.com, July 17, 2007, Jennifer Liberto. cc: Board of County Commissioners Joe Baird Michael Zito

F:\Commuliity Development\Users\CurDev\P&Z\ARTICLES\Articles for 2007\080907.doc Greener buildings are gaining ground I Idaho Statesman Local News Page 1 of 1

·ldahoStatesman.com

•I C:Hck_Here to P~-~~ __This Article July 18, 2007 Greener buildings are gaining ground 'Builders and suppliers need to. get on board or get left behind' A sea ·change is greening the American dream, and the green wave has hit Idaho's real estate market. Homebuyers are more environmentally and socially savvy. They want homes that are healthier for the occupants, the environment and the pocketbook. In April, a model home in Hidden Springs became the first home in Idaho to receive a national gold rating for its greenness - one of only six homes in the nation to receive the high rating. "This is the way the market is headed. We want to be at the leading edge instead of the trailing edge," said Anthony Collins, who, together with his father Joe Collins, owns Fireside Homes. The company built the home. Unstable energy supplies and prices, environmental and health concerns are driving the green building movement.. "The writing is on the wall. Builders and suppliers need to get on board or get left behind," said Tad Duby with OnPoint Advantage, which certifies LEED homes in Idaho and the region. LEED (Leadership in Energy and Environmental Design) is a nationally accepted benchmark for the design, construction and operation of high-performance green buildings. In 2005, the Ada County Courthouse became the first building in Idaho to receive LEED certification. Since then, three more commercial buildings and six homes have been certified and at least a dozen more are under way, Duby said. "A lot of LEED homes are rolling in. In the last nine months, there's been more interest in LEED than Energy Star or anything else we've done," Duby said. "Within the next two years, I predict there will be several hundred LEED homes in Idaho." Energy Star homes are those built to standards shown to use less energy. LEED.a.certified homes are an even higher standard. These green homes are not like those from the 1970s, which were often located ln rural areas and built without electricity or plumbing. Today's green homes are high performance. A LEED-certified home indudes features designed to provide improved heath, safety, comfort and lower operating costs. LEED-certified homes are also more environmentally friendly, more durable, less polluting and make substantially better use of resources. The 2,600-square-foof model home the Collinses built is smart and efficient. Motion sensors in the bathrooms kick on the tankless water heater, meaning no waiting for hot water. Underground moisture sensors control the sprinkler system, activating it only when nee·ded. The ventilation system maintains hospital­ grade air. Water-saving features reduce water usage outside the home by nearly 60 percent and inside the home by about 50 percent. Extra insulation makes the home quieter and leak free. Other features include Energy Star appliances, sustainably harvested woods, low-VOC paint and carpet, cement and polymer flooring made with soy-based stain and native and drought-tolerant plants. More than 25 of the building products came from within 500 miles of Boise, including shingles from North Idaho and doors from Oregon. Constructions costs of a LEED home are 2 to 5 percent higher - $5 to $6 more per square foot - than a conventional home, but the home's energy-efficient features will save money in the long run with a 30 to 60 percent decrease in monthly utility bills. The homeowner's mortgage payment may go up $30 a month, but the utility bills will go down $100 a month, Joe said. The Collins' LEED home is 20 to 40 percent more efficient than an Energy Star home and about 50 percent more efficient than a house built to code, Anthony said. Initially, contractors gave Anthony "a deer in the headlights look" when he outlined the extra features going into the home. Once they learned more and understood the goal, they quickly got on board. Many local builders and suppliers are embracing green building practices, Duby said. More than 100 Idaho builders, architects and contractors have obtained LEED credentials. Not only are the homes more efficient, but they also are making the construction workers·more efficient, Anthony said. A LEED home gets extra points if construction waste is reduced. Constructing a typical home can generate 4.5 pounds of waste per square foot; Anthony's crews got it down to half a pound - that's less material discarded at the landfill, saving the builder money. Anthony said that's just common sense and all builders should be doing it. "The most difficult part of building a LEED home is the paperwork," Anthony said. "You have to document everything, get letters from each manufacturer verifying the product." Such high standards guarantee the homeowner an energy-efficient and environmentally friendly home, Duby said. Collins and his dad were so impressed with how well their first LEED home performed, they decided to build seven more LEED homes on lots they purchased in Hidden Springs. "It is a better way to do things," Joe said. "There is no downside to it." Cynthia Sewell: 377-6428

httn ://www .idahostatesman.com/localnews/v-print/story /109983 .html 7/19/2007 177 North State Street p 312 553 4630 [;[;ml! for Cities Suite 500 f 312 553 4355 Chicago, Illinois 60601 www.ceosforcities.org

Portland's Green Dividend

A White Paper from CEOs for Cities by Joe Cortright [email protected]) July, 2007

Portland, OR, has acquired a reputation as the nation"s greenest city. For many, this green streak is viewed as a sort of environmental hair-shirt. Portlanders deprive themselves of prosperity in the name of saving the environment. Skeptics view biking, transit, density and urban growth boundaries as a kind of virtuous set/­ denial, well meaning, but silly and uneconomic. Critics see the seeds of economic ruin. They claim planning, policies and regulations that restrict use or access to resources impede growth and lower household income.

Both the skeptics and the critics are wrong. Being green means Portlanders save a bundle on cars and gas, and local residents have more money to spend on other things they value, which in turn stimulates the local economy.

For example, consider transportation, just one of the areas Median commute miles per day for , 33 most populous US metro areas where important policy choices have contributed to creating 11 3 \ a distinctive Portland region. Compared to other large Average daily miles for metropolitan areas in the U.S., Portland area residents travel Portland area commute about 20 percent fewer miles every day. According to the U.S. . 20 . . 3 Department of Transportation the average resident of the 2 9 8 Miles s~ved compared metropolitan area traveled 20.3 miles per day in 2005. The • to median median for the 33 most populous metro areas in the country Transportation costs saved is 24.3 miles per day. compared to median ·,---~ .1 B 15 per hour Estimatedvalu_eoftime And while vehicle miles per person have been increasing over $.. spent commuting _ the past decade, they have been essentially flat to declining in Portland. The metropolitan area's vehicle miles traveled per ;r~~:!~i;:rh;:;: ~:::s $1 ,5 B person per day peaked in 1996.1 [Vehicle miles traveled is a very aggregated measure of travel, expressed as total miles divided by population. Consequently, it reflects the combined Total savings $ 2 ~ 6- B per year • effects of shorter trips and the use of alternative modes of transportation.] Four miles per day may not seem like much, but do the math

Four miles per day may not seem like much, but do the math. The Portland metro area has roughly 2 million residents. If Portlanders traveled as much as the typical U.S. metro resident, that would produce 8 million more vehicle miles per day or about 2.9 billion more miles per year. A conservative estimate of the cost of

David Horowitz, VMT UPDATE: 2005 Daily Vehicle Miles of Travel [DVMT) Data, Planning Dept., Metro Regional Government, 6, 2006 driving is about 40 cents per mile. [At $3 a gallon, 15 cents of this is just the cost of fuel, figured at a fleet average of 20 miles per gallon, which is a generous number for city driving.) All told, the out-of-pocket savings work out to $1.1 billion dollars per year. This works out to about 1.5 percent of all personal income earned in the region in 2005.

This is a good minimum estimate of the aggregate economic benefits-the green dividend-that Portland area residents enjoy as a result of land use planning and related environmental policies. But the benefits don't stop there. Since Portlanders don't spend that money on transportation, they have more money to spend on other things. Because so much of what is spent on transportation immediately leaves the state-Oregon makes neither cars nor gasoline-money not spent on transportation gets spent on sectors of the economy that have a much larger local multiplier effect. [Think locally-brewed beer.I According to IRS data, about 73 percent of the retail price of gas [back when it was under $2 a gallon, by the way] and 86 percent of the retail price of cars is the ··cost of goods sold," which immediately leaves the local economy. The $1.1 billion Portlanders don"t spend on car travel translates into $800 million that is not leaving the local region. Because this money gets re-spent in other sectors of the economy, it stimulates local businesses rather than rewarding Exxon or Toyota.

Households that spend more on transportation spend less on housing, and vice versa

So where does the money saved on traveling fewer miles get spent? We don"t know exactly, but we have some clues. National data show that there is an inverse relationship between household spending on transportation and housing: households that spend more on transportation spend less on housing, and vice versa. Shorter distances traveled means Portland residents have more money to s·pend on their homes. We also know that Portlanders spend more on some things - outdoor recreation and alcoholic beverages, for example. And, not incidentally, Portland has more restaurants per capita than any other large metropolitan area, save Seattle and San Francisco.

Not traveling has another important economic benefit - saving time. And time, as the saying goes, is money. The Oregon Department of Transportation estimates that consumers value time spent traveling at about $15 per hour. 2 So every hour saved is the equivalent of $15 in additional income. Based on an average travel speed of 27 miles per hour, Portland residents traveling 2.88 billion fewer miles per year spend 100 million fewer hours traveling. The economic value of the time saved is $1.5 billion per year.

A counter argument might be made that Portland residents· greener behavior is the product of policies that impinge on their choices, and that less money spent commuting and less travel time reflects their being worse off, or. that shorter travel is a product of frustration with congestion. But there is no evidence for that. In fact, more than 60 percent of metro Portland's residents rated their transportation system good or excellent, compared to only 35 percent of Americans.' There"s strong evidence that time spent commuting - particularly commuting alone - has a large negative effect on self-reported levels of happiness.

2 Oregon Department of Transportation, The Value of Travel-Time: Estimates of the Hourly Value of Time for Ve- hicles in Oregon 2003, http:ljwww.oregon.gov/ODOT/CS/EA/reportsNalue of Travl-Time 2003.pdf

3 Bob Moore, Kelly Middendorf!, and Jill Dehlin, Transportation System Ratings, !Moore Information, Portland, ORI. June12,2007, page 1. One study found a 23-minute commute had the same effect on happiness as a 19 percent reduction in income !Stutzer and Frey 20041. A second concluded that public policies like congestion taxes or carpool subsidies that reduce time spent commuting alone could actually make people happier IKahneman and Krueger 20061. So shorter commutes make people happier, as well as better off financially.

There are also, of course, huge environmental benefits. To gauge·their magnitude, we use ·the assumption that vehicle emissions are proportional to total miles traveled. This is a reasonable assumption for greenhouse gases like carbon dioxide and a bit fuzzier for hydrocarbons, where emissions are also accentuated by starting and stopping an engine. !Avoiding a single short trip will reduce much more pollution than shaving that same distance off a longer one.I

Again, with a metropolitan population of roughly 2 million driving four miles per day less than the average American, it means the people of Portland travel 8 million miles less per day. At a fleet average of 20 miles per gallon, that means Portlanders burn 400,000 fewer gallons per day. At 19.4 pounds of carbon emitted per gallon burned,.their lower level of emissions saves about 1.4 million tons of greenhouse gases per year. 4 The long term price of carbon is estimated at about $20 to $50 per ton,5 making the value of annual carbon savings from Portland"s greater efficiency worth between $28 and $70 million annually.

Portland residents are twice as likely to use transit. .. seven times more likely to commute by bicycle

A variety of other data points make it clear that Portland is greener than other places. Portland residents are twice as likely to use transit to commute to work and seven times more likely to commute by bicycle than the average metropolitan resident of the U.S., according to the latest census bureau estimates !Mayer 20071. We know that Oregonians buy fewer new cars than other Americans !even though the total number of cars in operation, per capita, is roughly the same as the national average). Oregonians buy about 46 new vehicles per 1,000 persons each year, compared to about 55 new vehicles per 1,000 persons nationally.' Oregon also consumes about 10 percent less motor fuel per capita than does the rest of the United States.' The Department of Labor's Consumer Expenditure Survey shows that Portland has the second lowest rate of spending on transportation costs of the 28 largest metro areas. Residents spend about 4 percentage points less of their total household budgets on transportation than other Americans, about 15.1 percent compared to 19.1 percent nationally !Center for Neighborhood Technology and Surface Transportation Policy Project 2005).

4 19.4 pounds of carbon per gallon of gas is the EPA estimate; see httpJ/www.epa.gov/otaq/climate/420f05004.htm

5 International Panel on Climate Change, quoted in, ""A Special Report on Business and Climate Change, The Economist, June 2, 2007, page 30.

6 Computed from total new-vehicle registrations by state, reported in AutoExec magazine, May 2007, [autoexec- mag.coml divided by population data from the Bureau of Economic Analysis [bea.govJ.

7 Energy Information Agency, Motor Gasoline Prices and Expenditures Ranked by State, 2004. http://www.eia.doe. gov/emeu/states/sep sum/plain html/. Oregon·s average consumption was 53.5 million btu per capita for motor.fuel, compared to a national average of 59.6 million btu per capita. Consumption calculated from data on prices and expendi­ tures. We also know that people in Portland buy greener cars than in other places. The Portland market ranks No. 1 in the nation for per capita sales of hybrid vehicles. Portlanders purchased 11.2 hybrids per 1,000 households in 2006, double the rate of purchase in Los Angeles [No. 5) and triple the rate of purchase in Denver [No. 15). 8

Land use patterns and transit obviously contribute to lower vehicle miles of travel per capita. With its urban growth boundary, Portland has a particularly compact development pattern, which facilitates shorter trips to work, for shopping and other purposes. Comparative national research shows that in metro Portland 30 percent of all jobs are within three miles of the central business district. Fewer than 20 percent are more than 10 miles from the CBD. Of the nation's 50 largest metropolitan areas, only two, New York and San Francisco, have a higher proportion of regional employment within three miles of the CBD [Glaeser, Kahn et al. 2001). While in most places there is a strong negative relationship between income and transit use, Portland ranks eighth among the nation's 50 largest metropolitan areas in the percentage of the non-poor population that reports regular transit use. About 19 percent of non-poor Portlanders used transit, compared to 45 percent in New York, 10.5 percent in Atlanta, 8.7 percent in Houston and 6.7 percent in Dallas [Cortright 2006). Denser neighborhoods and greater accessibility to jobs and shopping activity are strongly correlated with less driving by individual households. A careful study of the travel patterns of people living in Portland showed people living in the most urbanized neighborhoods tend to travel only a third as many miles as those in the least urbanized neighborhoods [Lawton 1999).

Commitment to green policies and the prevalence of green lifestyles has attracted people and business to the region

And far from driving people and businesses away from the region, the commitment to green policies and the prevalence of green lifestyles has attracted people and business to the region. Over the decade of the 1990s, the number of college-educated 25 to 34 year-olds increased 50 percent in the Portland metropolitan area­ five times faster than in the nation as a whole, with the fastest increase in this age group being recorded in the city's close-in neighborhoods [Cortright and Coletta 2004). There's strong evidence that this group chooses Portland, in part, because it is green. Not only do they disproportionately choose close-in neighborhoods, but unlike 25 to 34 year-olds in most metropolitan areas, those with college degrees in Portland are actually somewhat more likely to use the transit system than their less well-educated counterparts.

8 U.S. Regional Market-February 2007, www.hybridcars.com. Data are from R.L. Polk and Co. The time and money saved by less driving produces more demand for other local goods and services

Portland's greenscape is the combined result of individual and collective decisions about how Portlanders want to live. Collectively, the community has planned for density, arranged land uses more compactly and provided transit alternatives to a wide range of neighborhoods. Individually, citizens have responded, and compared to other urban Americans, drive less, take shorter trips, use transit more often, and purchase more green vehicles. And far from individual or social self-denial, these choices have produced a tangible green dividend for the region - more than a billion dollars in savings on out-of-pocket spending for transportation, as well as another $1.5 billion savings in time. The time and money saved by less driving produces more demand for other local goods and services, and so, in fact, stimulates the local economy.

It's time to replace the cliche of green policy as sacrifice and instead recognize that for progressive regions and their residents, being green pays handsome economic dividends.

Joe Cortright is an economist with lmpresa, Inc., and a consultant to CEOs for Cities. He is also a non-resident Senior Fellow at the Brookings Institution.

References

Center for Neighborhood Technology and Surface Transportation Policy Project (2005). Driven to Spend: Pumping Dollars Out of Our Households and Communities. Washington, DC, Author: 23.

Cortright, J. (2006). City Vitals. Chicago, CEOs for Cities: 68.

Cortright, J. and C. Coletta (2004). The Young and the Restless: How Portland Competes for Talent. Portland, OR, lmpresa, Inc.: 34.

Glaeser, E. L., M. Kahn, et al. (2001). Job Sprawl: Employment Location in U.S. Metropolitan Areas. Washington, D.C., Brookings Institution: 8.

Kahneman, D. and A. B. Krueger (2006). "Developments in the Measurement of Subjective Well-Being."_ Journal of Economic Perspectives_ *20*[1 ): 3-24.

Lawton, T. K. [1999). The Urban Structure and Personal Travel: An Analysis of Portland, OR, Data and Some National and International Data: 202-232.

Mayer, J. [2007). Portland ranks first in nation for biking to work. _The Oregonian_. [June 14) Portland*: *82.

Stutzer, A. and B. S. Frey [2004). Stress That Doesn't Pay: The Commuting Paradox. Bonn [), Institute for the Study of Labor. Page 1 of3

tampab1av.com Know it now. How Florida could go green

Florida Gov. Charlie Crist has repeatedly pointed out that Florida is more vulnerable to the effects of a changing climate than any other state, since it has "nearly 1,350 miles of coastline and a majority of citizens living near that coastline.

By CRAIG PITTMAN and RON BRACKETT Published July 23, 2007

In his recent speeches about global warming, Florida Gov. Charlie Crist has repeatedly pointed out that Florida is more vulnerable to the effects of a changing climate than any other state, since it has "nearly 1,350 miles of coastline and a majority of citizens living near that coastline." Here's a look at where greenhouse gases come from, what the new rules would do and how it could affect you.

We're a big producer 450 · 400 ...... Florida is one of the world's top 25 producers of greenhouse 350- .. gases, leading some small $00 ...... countries. Last year Florida

produced nearly 300-million . . ,, ;<<:::> ', < metric tons of greenhouse 200 gases, according to the Florida 150 Department of Environmental Actllalmd .~fKlgreenh~~ ga1re111i~~s Protection. More than 90 percent 100 In_ million ri-J~tric to/is pf-CJiFIJ?n d'ioXldl of the greenhouse gas produced 50 in Florida is carbon dioxide. Ott++-+--r-+-+-+-t--H,-+,H-t-+-+-++++++-t'-ri--H,-;-,"-+-H-H 1990 1995 2000 2005 2010 2015 2020 2025

Five top consumers 1. rexas 2.Califomia 3. Florida 4. Ohio 5. New York Five lowest consumers 5.Hawaii 4. South Dakota 3. Rhode Island

ht1n://www.sntimes.com/2007/07/23/news o£'State/How Florida could go .shtml 7/23/2007 Page 2 of3

fourth most populous state, it's the third-heaviest consumer of electricity. Only Texas and California consume more.

Where Florida's green­ house gases come from Steps to change CO2 emissions by source • Over the next decade, Crist wants to cut the state's production of greenhouse gases to 250-million metric tons, then cut it again to 209-million metric tons - the level it was at in 1990 - by 2025. His ultimate goal is to cut it to 20 percent of the 1990 level, which would be just 41-million metric tons, by 2050.

• Crist plans to set new rules for the state's utilities - including Progress Energy and Tampa Electric Co., which serve the Tampa Bay area - that require them to cut their emissions to match the state's goals. He's also ordered a rewrite of the state building code to require more energy-efficient homes.

What it means to you

Don't worry, you won't have to sit in line at an auto inspection station. Instead, Crist has told automakers that beginning with the 2009 model year, they cannot sell any vehicles in Florida that. do not reduce greenhouse gas pollutants by 25 percent for cars and 18 percent for sport utility vehicles.

To make that requirement stick, though, Crist needs permission from the U.S. Environmental Protection Agency, which so far has spent two years studying an identical plan from California.

This push for cleaner cars and power sources may increase some costs for consumers, but there could be savings from more energy-efficient homes and appliances.

Making a green buck

There's money to be made from battling global warming. One of the sponsors of Grist's summit was the investment banking firm Goldman Sachs, which has committed itself to investing $1-billion in projects that generate energy from sources other than oil and gas.

Earlier this year the state handed out $15-million in grants for projects researching the use of citrus waste and sugarcane for producing fuel. Among the recipients: the agriculture giant Alica and the University of Florida.

httn://www.sntimes.com/2007/07/23/news p£'State/How Florida could go .shtrnl 7/23/2007 Page 3 of3

And if nothing changes?

Under an EPA grant, the Tampa Bay Regional Planning Council has studied the vulnerability of our area as sea levels rise. The green area of the map represents all land that is either within 10 feet of sea level or within 1,000 feet of the coast. According to the currently available guesses, there is a 50-50 chance sea levels here will rise 20 inches by the year 2100.

Sources: Florida Department of Environmental Protection; Times file photos; Tampa Bay Regional Planning Council

© 2007 • All Rights Reserved • St. Petersburg Times 490 First Avenue South• St. Petersburg, FL 33701 • 727-893-8111 Contact the Times I Privacy Policy I Standard of Accuracy I Terms, Conditions & Copyright

_\ 1lt,it1:ff~vw.sotimes.com/2007/07 /23/news p£'State/How Florida_could ~o ;-·c"~h~l 7/23/2007 Page 1 of2

tampabav.com Know it 110W. Florida biofuels on fast track

At the Farm to Fuel summit, a firm says it will make ethanol from citrus peels.

By David Adams and Asjylyn Loder, Times Staff Writers Published July 20, 2007

ST. PETERSBURG -At the state's first biofuels summit last year, the concept of renewable energy was so novel it almost seemed like science fiction.

The meeting, organized by the Florida Department of Agriculture and Consumer Services, attracted a decent crowd, and a lot of curiosity, but a good deal of skepticism, too.

Fast forward a year to this week, and things are beginning to look a lot more here and now.

Last year, State Agriculture Commissioner Charles Bronson led the summit. Jeb Bush and other state leaders, save a handful of state legislators, were not visible.

But state leaders lined up Thursday at the Renaissance Vinoy Resort hotel to address the packed Farm to Fuel meeting, including Gov. Charlie Crist fresh from his own Climate Change summit in Miami last week, and state Chief Financial Officer Alex Sink.

"This has become a movement," Crist told the opening session.

"We've got to do more,'' he said later, talking to reporters. "People understand it's important to wean us off dependence on foreign oil, that we have an opportunity as well as a responsibility to develop fuel right here in Florida."

A week after Crist signed three executive orders meant to sharply reduce the state's dependence on foreign oil while also cutting emissions of greenhouse gases, the hallways of the Vinoy were packed and rife with new deals being struck for biofuels. A sample of the day's news:

- FPL Energy announced the signing of a letter of intent with Citrus Energy LLC of Boca Raton to build a 4-million gallon plant that will use citrus peels to make ethanol;

- Progress Energy Florida, based in St. Petersburg, put out a request for renewables, asking any and all energy and fuel producers to come to them with their plans;

- A Dade City biodiesel plant set to begin production next week reported being "bombarded" with interest from energy producers looking to tap its power.

The increased interest and excitement in Farm to Fuel stems in large part from state energy and fuel companies scrambling to meet Grist's new mandate that all utilities get 20 percent of their energy from renewable sources.

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"There's been an exponential evolution in this market, both from the government side and the private side, since last year," said Jerry Paul, a Tallahassee-based energy consultant with Capitol Energy.

FPL Energy says its plant in Hendry County will be the world's first commercial plant to convert citrus peels into ethanol. Florida could produce 60-million to 90-million gallons of ethanol per year from citrus peels, replacing about 1 percent of Florida's annual consumption of gasoline, said David Stewart, president of Citrus Energy.

The plant will be owned and operated by FPL Energy, and is expected to be producing ethanol within two years, Stewart said.

Similarly, Progress Energy said its statewide call to producers of renewable energy and fuel was designed to find "newer, cleaner ways to produce energy," stated CEO Jeff Lyash.

Progress Energy already gets 5 percent of its power from renewable sources, including energy efficiency, biomass, and landfill gas and waste, said spokeswoman Cherie Jacobs. The utility also plans to partner with a biomass plant built by Biomass Investment Group.

Construction has not yet begun, but Progress Energy expects to have the 130-megawatt plant online by 2010.

Other innovative Florida companies are simply hoping to capitalize on the large new market opening up for renewable fuels.

Agri-Source Fuels LLC says its 120-million gallon biodiesel plant in Dade City will be the largest in the country when it is fully operalional. The company is leasing a former Lykes juice processing plant, which closed three years ago. The company is using Alabama chicken waste as its primary fuel.

Crist also used the summit to announce that he will lead a state trade mission to Brazil in in part to explore collaboration with that country's huge ethanol industry.

Crist told reporters that Brazil was interested in building ethanol gas stations in Florida as well as supplying the fuel.

Although imports of Brazilian ethanol are currently limited by a tariff to protect domestic producers, Bronson said the state would need to import large amounts of fuel to meet its targets. He predicted that in the next five to 10 years 60 percent of the state's transportation. fuel would be renewable, with half of that coming from abroad.

"I think you are going to see a major influx of biofuels in the state of Florida," he said.

David Adams can be reached at 305 3616393 or [email protected]" Asjylyn Loder can be reached at (813) 225- 3117 or [email protected].

© 2007 • All Rights Reserved • St. Petersburg Times 490 First Avenue South• St. Petersburg, FL 33701 • 727-893-8111 Contact the Times I Privacy Policy I Standard of Accuracy I Terms, Conditions & Copyright

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..,Flor.ida d .com 1.renTHE W-EBS-ltf OF" FLORIDA :BUSINESS

PRINT I C~OSE WINDOW

Starter Fuel By Amy Keller - 5/1/2006

At a NASCAR event in February at Daytona International Speedway, a yellow Chevy Silveracio pace car emblazoned with the words "corn fed" zipped around the track. Running on a blend of 85% ethanol and 15% gasoline, the truck is one of about 400,00'0 "E85," or "FlexFuel," vehicles that General Motors will produce this year as part of its "Live Green, Go Yellow" initiative highlighting the high-octane, cleaner-burning fuel.

The presence of ethanol-fueled vehicles at a NASCAR race is just one of the more visible indicators of how the corn-based fuel, which debuted as a gasoline extender during the gas shortages of the 1970s, is moving front and center on Florida's economic stage as the nation attempts to trim its consumption of foreign oil, Another: Gov. Jeb Bush's 2006 legislative proposals, which include funding for research and demonstration projects and tax incentives associated with alternative fuels, including ethanol.

But while awareness of ethanol may be growing in Florida, there's hardly any of the stuff itself here yet. Most cars sold in Florida aren't set up to burn the EBS blend. There are only two E85 pumping stations in Florida -- one at Hurlburt Field near Fort Walton Beach and the other at Kennedy Space Center -- and both are closed to the public. The closest EBS public retailer is at the Dixie Road Shoppette Jn Fort Benning, Ga.

The story's the same for the weaker ethanol mixture that most cars can use -- a 10% blend of ethanol known as ElO. There are no publicly operated ElO pumps in Florida.

For both economic and logistical reasons, ethanol must be manufactured near where it's used in order for it to be viable. It can't be piped in like petroleum products because of its tendency to absorb water. Instead, it must be shipped in by rail or truck and "splash-blended," or mixed, at terminal stations, as it is loaded into tanker trucks. With the nearest ethanol manufacturing facilities in Kentucky, ethanol is simply too expensive an option for Florida gas retailers.

How soon ethanol is manufactured in Florida involves the fortunes of Bradley Krohn, a forll1er scientist with Missouri-based Monsaqto Co. who worked on creating hybrid types of corn that produce greater yields of ethanol. In 2004, Krohn and a fellow Monsanto veteran named Mike Kinley launched Tampa-based U.S. EnviroFuels LLC. The company has just received a state construction permit for an $BO-million ethanol-production plant at the Port of Tampa. It is planning anoth·er facility at Port Manatee near Bradenton. Krohn has already negotiated a feedstock contract -- the price it will pay for corn -- and completed its marketing agreements. It is now lining up financing.

"We're well-positioned to supply the entire Florida market because we are a flexible transportation facility," says Krohn. "We can move ethanol to the Port of Tampa, the Port of Jacksonville and Port Everglades by ocean vessel, truck or rail." Groups in North Carolina and Georgia are working on ethanol manufacturing facilities as well, but Krohn and his partners are alone in working on creating a supply of ethanol in Florida.

Krohn's position at the cutting edge of ethanol production may well make him a business success story in coming years. But even if he can break ground on his two plants this summer, it will likely be at least a year later before he's making any ElO ethanol for sale in Florida.

And even if U.S. EnviroFuels reaches its targeted production of 40 million gallons of ElO by the fall of 2007, all that ethanol would only cut gas consumption in the state less than one-half of 1 % at most.

Krohn's broadest impact in the short term may be on Florida's agricultural sector. In a move that holds enormous potential for Florida growers, he's looking beyond corn to crops that could be grown locally on a year-round basis for ethanol production. Last fall, Krohn teamed up with an Ohio doctor, Anthony Senagore, who runs an ethanol distillery in Bartow, to experiment with turning sweet sorghum, sweet potatoes and citrus waste into ethanol. ·

Calling themselves the Tampa Bay Ethanol Consortium, Krohn, Senagore and two co-applicants landed a $1.92-million grant from the USDA and Department of Energy's Biomass Research and Development Initiative to design and construct a 2- million-gallon-per-year flex feed ethanol pilot plant. "We're very confident about the data we will prove within the state of Florida because the feedstocks are all high-quality" and require very little manipulation before going into fermentation, says Sena gore.

Turning to citrus

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USDA researcher Wilbur Widmer says it's becoming more economical to convert other crops -- including the 5 million tons of citrus waste produced each year in Florida -- into ethanol. A research chemist at the USDA Citrus and Subtropical Products Laboratory in Winter Haven, Widmer has been carrying on the work of Karel Groh-mann, a now-retired scientist, who made strides in converting citrus peel to ethanol fuel using a special enzyme cocktail.

Grohmann's lab work, carried out a decade ago when gas prices were cheap and enzyme prices were steep, sat dormant until economic factors realigned favorably. Gas prices have soared, enzyme costs have fallen, and Flprida citrus farmers have experienced a precipitous drop in the price of citrus waste they sell for cattle feed.

Today, via a partnership with a private sector company, Renewable Spirits LLC, Widmer is setting up a 10,000-gallon waste­ to-ethanol plant at the facility of a loCal juice processor. Converting "absolutely every bit" of the state's citrus waste each year to ethanol would produce between 60 million and 70 million gallons annually, Widmer estimates. "That would be enough to supply fuel additive demands for one section of Florida,'' he says.

Another potential Florida source of ethanol -- sugar cane -- holds less promise for the moment. Brazil, the world leader in ethanol production, produces about 4 billion gallons of ethanol every year from sugar cane. But Brazil has more land for sugar and has a longer growing season than Florida's. "To be cost-effective, you would have to have a feedstock you would use on a year-round basis," explains Barbara Miedema, vice president of public affairs for the Sugar Cane Growers Cooperative of Florida.

Meanwhile, state agencies and elected officials continue smoothing the way for ethanol. The Agriculture Department's Division of Standards, which regulates the sale of gasoline, is promulgating new rules to enable greater use of ethanol by amending the definition of petroleum fuels. Florida Agriculture Commissioner Charles Bronson acknowledges that the move toward El0 will take time. "As far as ethanol at the pump, we're looking at more than likely two years before we get enough plants and get some mixture facilities," he estimates.

As for EBS, the 85% ethanol blend that would more sharply reduce gasoline consumption, Widmer, for one, isn't holding his breath. "As a replacement for gasoline, that's a very, very long way off."

How Efficient Is Ethanol?

Is ethanol worth the effort? Cornell University professor David Pimentel and UniverSity of California Berkeley professor Tad Patzek have argued consistently that the energy outputs from ethanol are less than the fossil energy inputs it takes to make the ethanol -- approximately 1.3 gallons of oil, they_argue, go into producing one gallon of ethanol.

Included in their equations are everything from the energy inputs in the labor and machinery used to harvest the corn to the energy expended on removing wastewater from the ethanol during the distillation process. The duo frequently rails against the $3 billion in annual federal and state subsidies steered toward the ethanol industry. Pimentel doesn't buy the argument that ethanol can lead to an indepen_dence from foreign oil. "I wish it were so because we need a liquid fuel source, but when yeu're having to import oil and natural gas to produce this resource, that's not going in the right direction. It's making us more vulnerable and less secure internationally," says Pimentel.

Brad Krohn of U.S. Envirofuels says the Pimentel/Patzek studies are "myth," not science, and questions Patzek's prior connections to the oil industry. Pimentel's own colleagues dealt his research perhaps the biggest blow when they refuted his ethanol research in the January issue of Science magazine. In that issue, Daniel Kammen, professor in the Energy and Resources Group and director of the Renewable and Appropriate Energy Laboratory at UC Berkeley, and other researchers reported that negative net energy studies "incorrectly ignored co-products and used obsolete data." The report concluded that ethanol significantly reduces petroleum use but cuts greenhouse gas emissions "only moderately," by about 13%. "We think it's settled," says Kammen.

Ethanol Q & A

Ethanol, or ethyl alcohol, is a 200-proof grain alcohol. Chemically speaking, it's the same alcohol found in vodka or other distilled spirits. A clear, colorless and flammable liquid, it is produced by the fermentation of sugars.

Q. How is it made? A. Most ethanol produced in the U.S. comes from corn, but only 70% of the kernel, the starch or sugar portion, is actually converted into ethanol. The fermented starch is then distilled and the excess water is removed to make ethanol. With today's technology, one bushel of corn yields 2.8 gallons of ethanol, although the yield is constantly increasing. Leftover portions of the corn containing fats, oils and proteins become distillers grain, a highly nutritious animal feed.

Q. Will it replace gasoline? A. No. Ethanol is an additive, not a replacement for gasoline. While virtually all cars today can run on El0, a 10%

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ethanol/90% gasoline blend, the majority of vehicles aren't set up to burn the higher concentration of ethanol fuel, known as E85. Flexible Fuel Vehicles, which can run on anything from straight gasoline up to 85% ethanol, are usually identified as such in the vehicle's owners manual and inside the gas door.

Q. Will it lower gas prices? A. It depends. According to the Consumer Federation of America, cons_umers who purchase ElO could be saving as much as 8 cents per gallon compared to straight gas. But a June 2005 study by the U.S. Government Accountability Office found that using ethanol as an additive to gasoline is associated with higher wholesale gasoline prices. The GAO study found that the average price for conventional gasoline with ethanol was about 4 cents per gallon higher than conventional without ethanol over the time period analyzed. According to the USDA, ethanol tends to track gasoline closely, meaning it doesn't raise or lower the cost of gasoline, but it does extend the overall supply of motor fuel in the country, thereby reducing the need for foreign oil.

Florida Fuel Usage

Floridians consume 8.6 billion gallons of gasoline a year, or nearly 24 million gallons each day, not including aviation fuels. Consumption is growing by about 300 million gallons per year, according to the Florida Department of Revenue. In 10 years, consumption will increase to 32.3 million gallons per day, assuming a 15% population growth.

By 2010, ethanol could potentially replace 490 million gallons of gasoline a year. On the face of it, providing enough of an ElO blend for every driver in the state should save 10% of the gas used by Floridians, or 980 million gallons per year. In reality, octane boosters are typically added to about only half of the fuel used, reducing·the impact to 490 million gallons. The real benefit initially would come from ethanol's replacement of water-polluting MTBEs, the most common octane booster in Florida. New mandates contained in the federal energy bill passed last year, however, could boost the amount of ethanol used nationwide, including in Florida. The new Renewable Fuels Standard calls for a steady increase in the amount of ethanol used annually, up from 4 billion gallons in 2006 to 7.5 billion gallons by 2012.

© Copyright 2007 Florida Trend All Rights Reserved.

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TCPalm

To print this page, select File then Print from your browser URL: http://www.tcpalm.com/tcp/business_columnists/article/0,2541,TCP_1143_5633371,00.html Jim Turner: Can you bear alternative energy's inconveniences?

By JIM TURNER assistant business editor July 18, 2007

You'd think Gov. Charlie Crist's push for the Sunshine State to get greener would be a no-brainer.

Floridians, especially those along the Treasure Coast, are eco-savvy. We even have people willing to spend nearly $1 million to buy an island with a limted chance it will be developed.

Of course, some people will pay for an island or neighboring land because they don't want the intrusion of new people, new construction or just something new changing the landscape around their homes or along the river.

Wait until Florida Power & Light tries buying 20 acres or 200 acres outside the urban service area to lay out a solar farm or plants massive propellers along a scenic beachfront to generate wind power. I'd expect most people would say they wouldn't have a problem with the green efforts.

Recently residents from throughout South Florida rose up to join the protest of the coal-fired power plant in Glades County, just as they did against the one planned for western St. Lucie County two years earlier. They questioned the amount of pollutants, including mercury, that would be emitted by the plant, along with effects of groundwater pollution and the impact of coal-loaded trains rumbling through t~e area.

I'm not saying a coal plant would be good for a fragile ecosystem, but the thing that struck me is that the population of South Florida demands more power. And if we're going to rely upon solar and wind to replace just the twin 980-megawatt units that will not be built on 5,000 acres on the west side of Lake Okeechobee, than we must accept alternative sources.

And those power sources need lots of land.

A solar farm needs about 4 acres just to generate 1 megawatt, if you look at FPL's efforts to create 250,000 kilowatts on a half-acre in Sarasota. And to produce the energy of the coal-fired plant that won't be built, FPL spokesman Nick Blount says you'd have to line the beaches of Florida from Jacksonville to Pensacola with wind-generating propellers. Rules require each propeller to be separated by 1,000 feet. With the right wind, you can get 2 megawatts out of one wind generator: enough to power about 200 homes.

But besides the visible distraction, and growing concerns of the potentially fatal impact wind turbines can have on bird populations, the wind machines are propellers. They are essentially a modification of what's on an airplane.

And propellers create noise. The New York Times recently reported that a man in Beach Haven Terrace, N.J., was being challenged by his neighbors over a 35-foot windmill he erected in his backyard. The windmill shaved $114 a year off his electric bill, but as one neighbor stated in a lawsuit, "during a 14-mile-per- hour-wind, the three fiberglass blades produce noise greater than 50 decibels, the rough equivalent of light traffic or a noisy refrigerator."

In recent years, the residents living around St. Lucie County International Airport have voiced-concerns about small propeller aircraft. I was told the planes were like living with landscapers cutting the grass around your home all day.

FPL will test a pair of wind generators some time soon near its nuclear power plant on Hutchinson Island.

Hopefully the machines will be seen for what they may provide rather than as an intrusion upon the landscape.

Jim Turner can be reached at (772) 692-8901 or [email protected]

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TC PALM~ FLORIDA'S TREASUR.E CO;,ST ?ND PAL'-'• BEACHES READ MORE AT \•I/V.,•'\N.TCPAU-,1..CO,l..'i

Plans for the trash vaporization facility in St. Lucie are turning heads worldwide

By Rebecca Panoff

Friday, July 27, 2007

ST. LUCIE COUNTY -A lease is almost ready for a project that has put St. Lucie County trash on the map - and if things go according to plan, groundbreaking on the nation's first garbage vaporizing plant at the county landfill could happen next summer.

Publicity surrounding Geoplasma Inc. and St. Lucie County about the planned plasma arc gasification facility, which would be the largest in the world, has sparked national and international interest, Geoplasma President Hilburn Hillestad said.

"We've had enormous interest, lots of visitors to our Atlanta home offices," said Hillestad, who also said the company is in "serious negotiations" with the private and public sector for other facilities. He would not name potential clients.

St. Lucie County has had more than 1,000 calls from across the country about the project from private companies and government officials and calls from Australia, the United Kingdom and several from a government official in Dubai, according to Ron Roberts, the county's assistant solid waste director.

"They just talk to us how we got where we are (with the project) and ... they want to know what they can do to get these people (Geoplasma) to come there," he said.

Geoplasma officials will be in town Tuesday for meetings with the county about the lease. Terms will include:

o Defining the exact area Geoplasma will use at the landfill, including where trucks can access the building

D Insurance for the facility

o Environmental concerns, including vaporizing rubber tires, and emissions.

Hillestad said Wednesday he expects the lease to be finalized in the next few weeks.

After it's finalized and approved by the St. Lucie County Commission, the plan is for Geoplasma officials to get the permits needed to build and run the facility. That process could take until spring 2008, Hillestad said. Then the company would finish

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,ecuring its financing.

The $450 million project will be completely paid for by Geoplasma. The company plans to sell industrial bonds to pay for its construction. St. Lucie County will have no liability in regard to paying off the bonds regardless of what happens with Geoplasma.

The company will have to put up a performance bond in the neighborhood of $5 million, in the event the facility does not perform as anticipated, and that money would be used by the county to convert the facility to another use or to demolish it.

The facility will vaporize 1,000 tons of household garbage per day and convert the gas generated into electricity the company would sell. Within five years, the company would increase the capacity of the plant to 3,000 tons of garbage a day and generate enough electricity to serve about 40,000 homes.

The facility is expected to generate $150 million in county tax revenue during its first 20 years and the county will have the opportunity to renegotiate the contract to obtain .direct revenue from the plant's operation.

Although there were initial environmental concerns about the project because the process will release emissions, Geoplasma officials said it will be a minor source of emissions, and they agreed to install and operate a continuous emissions monitor allowing real-time data on emissions from the plant

• The plasma arc gasification facility will be built on the St. Lucie County landfill property, a 331-acre site on Glades Cut-Off Road that would use a process called plasma arc gasification to heat garbage with electrically generated plasma torches, converting the material to gas and

a slag byproduct.

D The gas created from the process can be used to generate energy and the slag or silicate can be made into paver bricks or road materials.

• Plans include vaporizing incoming waste and mined waste from the landfill.

~ © 2007 Scripps Treasure Coast Newspapers

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tampabav.to1m Know it now .. Businesses cringe at entrusting land to voters

A ballot initiative would involve the public in land-use changes.

By JENNIFER LIBERTO Published July 17, 2007

TALLAHASSEE - It's not often that a ballot initiative gets compared to "Armageddon" or a "nuclear bomb."

But that's the kind of rhetoric that business groups are using to describe a little-known group called Hometown Democracy that wants to give voters direct control over new development.

You may not have heard of Hometown Democracy, but you will. Opponents are predicting it will be the costliest ballot initiative fight to date: maybe as much as $65-million.

The group officially has 262,000 of the 611,000 verified signatures needed by Feb. 1 to get its initiative on the November 2008 ballot, according to state records.

The way it works now is if a developer wants to build anything from a Wal-Mart Supercenter to a new high school in a spot that's designated for, say, agriculture, the developer goes to a county commission or a city council and asks to change the land-use designation. Then the state must sign off, too.

Under the Hometown Democracy ballot measure, any land-use changes that conflict with the local government's plan for growth, called a comprehensive plan, would have to be approved by a majority of its voters. In November, St. Pete Beach became the first Florida city lo give voters control over changes to its comprehensive plan.

Supporters say Hometown Democracy will.stop willy-nilly land-use changes and force a slowdown in Florida growth.

· Opponents say such an initiative will bring all growth, and thus Florida's economy, to a screeching halt.

That prospect is more frightening to business groups than anything to do with property tax or insurance, which is why in just three months, the Florida Chamber, the national parent of the florida Home Builders Association and the sugar behemoth U.S. Sugar already have raised close to $1-million to bankroll an anti-Hometown Democracy group called Floridians for Smarter Growth.

That's more than Hometown Democracy has raised in its entire four-year battle.

"From where we sit, it's going to be a very expensive campaign," said Michael Caputo, a Republican consultant who just moved to Orlando to open headquarters for Floridians for Smarter Growth.

Hometown Democracy has raised $484,000 in cash so far, $94,300 from co-founder Lesley Blackner, an environmental lawyer. Blackner, who was out of town last week, also has contributed services to the effort worth an additional $341,000.

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The other co-founder, Ross Burnaman, says he's not intimidated by his opponents' efforts or their deep pockets.

"We're not a special interest group, we're not profiting on this, and we're not doing this for personal gain," said Burnaman, who is also an environmental lawyer. "We're just Floridians who think we should educate citizens on what the long-term vision for development should be."

After a lengthy court fight just to get the ballot measure's language approved by the Florida Supreme Court, Hometown Democracy's battle is now largely one of signatures and money.

In addition to the 262,000 signatures, the group has collected another 188,000 that need to be verified, Burnaman said. And for the first lime, the group is attracting bigger dollar contributions, such as a $25,000 check from Joe Redner, a Democratic activist and owner of the Mons Venus strip club in Tampa.

"I just believe that developers have way too much say-so in how our wetlands and all our lands are being paved over," Redner said.

The group also got $80,000 from Dr. Steve R,osen, a South Florida skin care mogul, former dentist and animal rights activist. Rosen famously saved 320 black-tailed jackrabbits from death at Miami International Airport.

Meanwhile, Floridians for Smarter Growth also has gained momentum.

That group's organizer, Caputo, is a veteran of the last big environment vs. industry fight: He helped the sugar industry defeat the 1996 ballot measure that would have taxed it for Everglades restoration efforts.

Hometown Democracy's measure would cripple Florida's economy and clog up election cycles with some 200 to 300 local referendums each year, said Paul Thompson, senior vice president for the Florida Home Builders Association. He compares the measure to Armageddon.

"If that sounds over-dramatic, let me assure you it's not," Thompson wrote on the home builders' Web site. "Whatever pain you might be feeling right now with the economic slowdown, it's nothing compared to the utter devastation that Hometown Democracy will bring to the Florida home building and development industry."

Beyond fundraising, Floridians for Smarter Growth has started collecting signatures for a competing ballot measure that looks nearly identical to the Hometown Democracy initiative, except for one caveat.

Under this other measure, a proposed land-use change could go before voters only if 10 percent of residents sign a petition at the county Supervisor of Election's Office saying they want to hold an election on the proposed land-use change.

It's a controversial idea that divides the business community. Associated Industries of Florida opposes Hometown Democracy, but ii doesn't want to support a measure that would acknowledge elections as the way to go for land-use changes. The group also is skeptical of the intentions behind that ballot measure.

"We're leery about supporting any new constitutional amendment that would be a poison pill initiative," AIF chief executive Barney said.

Hometown Democracy's Burnaman has a much harsher assessment.

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"It's a Trojan horse, designed to confuse our prospective signers of our amendment into signing theirs," he said.

Jennifer Liberto can be reached at [email protected].

© 2007 • All Rights Reserved • St. Petersburg Times 490 First Avenue South• St. Petersburg, FL 33701 • 727-893-8111 Contact the Times I Privacy Policy I Standard of Accuracy I Terms, Conditions & Copyright

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