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HomeMy WebLinkAbout07-25P Webster Commons Application TOWN OF SOUTH WINDSOR PLANNING&ZONING COMMISSION APPLICATION FORM Application No: RECEIVED - Official Receipt Date: ANK Z 4 2007 Receipt No: APPLICANT: Connecticut Valley Properties of South Windsor,LLC SDI'lyWINDSOR PLANNING DEPT. PROJECT NAME: WEBSTER COMMONS ADDRESS: 18-3 Arthur Drive,South Windsor,CT 06074 OWNER OF RECORD ON LAND RECORDS: Connecticut Valley Properties of South Windsor,LLC ADDRESS: 18-3 Arthur Drive, South Windsor,CT 06074 COMPLETE LOCATION OF PROPERTY: 1678 & 1700 Ellington Road ASSESSOR'S MAP#64 PARCEL#48 &49 ZONE RC NAME,ADDRESS,TEL&FAX#OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Ben Wheeler,Design Professionals,Inc.,425 Sullivan Avenue,South Windsor, CT 06074 Tel. (860)291-8755,Fax(860)291-8757 THIS APPLICATION IS FOR: (Check all that apply): r Zone Change to (Public Hearing required and Certified letter to abutters required) r Subdivision/Resubdivision r Open Space Subdivision(Public Hearing Required) r Subdivision r- Minor I- Major r Resubdivision(Public Hearing Required) r Minor r Major r Conditional Approval r Special Exception to Article_5.7 (Public Hearing, Certified letter to abutters required r Site Plan of Development r General Plan of Development r Earth Fling(Sec. 15)and/or Earth Removal(Sec. 14- Public Hearing Required) r Regulation Amendment: r Zoning r- Subdivision (Attach proposed amendment) r Temporary and Conditional Penn it for r Major Horne Occupation for r Other(explain in detail) An Application Pending sign is required to be posted on the property for all applications ten(10)days prior to being heard by the Commissi;gv4mature i ature of Applicant gof Property Owner t RECEIVED TOWN OF SOUTH WINDSOR CHECKLIST APH 2 4 2007 REQUIRED INFORMATION SITE PLANS SOUTH WINDSORPLANGINGDEPT, APPLICANT G�L�.1E�-CIGU-T VPL `� i�.ch�EiS PROJECT NAME V �S"C'EtZ GothMc�lS This checklist must be signed by plan preparer (P.E./L.S.) declaring that all required information is provided. Items 1-7 are required for all applications; items 8-11 required where appropriate. Check mark for each item supplied. r 1. On each sheet for plans or maps, title block with the following information: J a. Name, address and telephone of applicant. J b. Name, address and telephone number of Land Surveyor or Professional Engineer. c. Name of Development. Jd. Date when drawings were made. 2. Key Map: An overall map drawn to a scale of 1 inch equals either 100 feet or 200 feet. This map will show the overall design of the Development and surrounding property within 500 feet. Ja. Data block which gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, etc. J b. Outline of buildings. ✓ c. Layout of streets. d. Surrounding property boundaries-within 500 feet. J e. Names of abutting property owners. f. Proposed open spaces and recreation areas. f g. Driveway cuts on abutting properties and any properties across from proposed site. Jh. Distance to and name of nearest intersection street. r f3. Architectural Elevations: See attached checklist for Architecture and Design Review. 4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equals 40 feet on either of the following size sheets: (1) 24" x 36" with a 3/4" ruled margin; (2) 18" x 24" with a 1/2" ruled margin, containing the following data: a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. J b. Proposed streets and street lines with center line station, curve data, and parking spaces. c. Building lines in accordance with zoning regulations. f d. Proposed buildings and other structures, including signs, outside lighting, and dumpsters (on concrete pad and screened). N P e. Easements, noting grantors, grantees, and purpose. f. Names of abutting property owners. g. Monuments will be indicated at corners and angles of all streets and at all points of curvature and tangency. The monumented points within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these CGS points shall be determined by the Town Engineer. Jh. All open space or other common or public land uses shall be indicated. Ji. A-2 certification; P.E./L.S. Seal. f 5. Topographic Map: A map drawn to a scale of 1 inch to 40 feet on sheets not exceeding 24 inches by 36 inches, including ruled margins shall in addition to the requirements of the plot plans show the following: v a. All existing and proposed buildings. b. Curb Lines and pavement width, sidewalks. Jc. Existing and proposed sanitary sewers. fd. Existing and proposed water and-all existing utilities. fe. Present wooded area indicated by foliage lines. Any trees to be saved should be shown. J f. Existing and proposed contours shall be shown in not less than two-foot intervals, but in cases of relatively level land, the contours shall be one- foot intervals and spot elevations. g . Regulated wetlands and 100-year floodplain or note that none are present. h. Proposed storm drainage system, showing all catch basins, endwalls, manholes, lengths and sizes of pipes and elevations of structures. (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches, within Town ROW.) If plan/profile sheet is provided all of this does not need to be shown. Only top of frame elevations and inverts of open discharge pipe shall be shown on this plan. N }i i. Connections of all springs into proposed storm drainage system as needed. Jj. Location and indications of existing brook channels, and 100-year flood limits. ./ k. A-2 &T-2 Certification; P.E & L.S. Seals. J 6. Landscaping plan: J7. Drainage calculations: - Zero Runoff Increase per attached guidelines. J 8. Traffic Report: 9. Plans and Profiles: A plan and profile of the proposed streets drawn on plan/profile paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet vertically on sheets not exceeding 24 inches by 36 inches, including ruled margins and containing the following: a. Layout of streets in sections coordinated by stations with the profile. .� b. Street plan showing roadways, drainage, sanitary sewer (including house sewer), foundation drains, lot lines, buildings including all utilities with / elevations (top frame and inverts), size, type, length, slopes of pipes. c. Sight line at driveway &street intersections. d. Profile of roadway showing existing and finished grades. Roadway profile will show all tangent grade and all vertical curve information. e. Profile will show all catch basins and all drainage lines between catch basins with all invert and top of frame elevations, sizes, lengths and slopes of pipes. t J f. Where any storm drainage line discharges into an existing brook sufficient profile of this brook will be shown to determine conditions. g. CGS datum shall be used on all sites accessible to these controls. The Town Engineer shall, based on standard engineering practices, determine the accessibility of these controls. h. Profiles shall show all sanitary sewer lines and manholes, including elevations, (inverts, top of frame) sizes, lengths, and slopes of pipes. Top of foundation elevations for building shall be shown. T 10. Open Space Site Improvement Plans: For sites which require or include a provision for open spaces, a plan which contains data for site improvement may be required. This map shall be drawn to a scale of 1 inch equals 40 feet. A 11. Sanitary Report: Where individual sanitary sewage disposal systems are proposed, the final plans shall include a Sanitary Report certified by a Professional Engineer. The report shall demonstrate the feasibility of the proposed individual systems. P I PREPA .E./L.S.) D—Af E June 23, 1998 P.O.BOX 1167 425 SULLIVAN AVENUE SOUTH WINDSOR,CT 06074 n AN 14 PHONE: 860.291.8755 FAX: 8onalsi .8757 c.com SOpTfIWINDSDR PLANNING DEPL www•designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Transmitted via certified mail April 23, 2007 Dear Current Abutting Property Owner Re: Connecticut Valley Properties of South Windsor DPI Project No. 1345 Site Plan Application 1678 & 1700 Ellington Road South Windsor, Connecticut In accordance with regulations of the Planning &Zoning Commission,we are required to notify you that an application has been filed on the property abutting yours and is subject to a hearing(s)by the Planning&Zoning Commission. The application and plans are on file with the South Windsor Planning Department in the Town Hall. As an abutting property owner you are invited to the hearing(s)to ask questions and/or give comments,however,you are not required to attend. You may also submit written comments regarding the application(s)prior to the meeting if you so desire. For further information regarding the specific date this application will be heard,please contact Michele Lipe,Deputy Director of Planning, at the South Windsor Planning Department at 644-2511, ext. 252. Thank you. • Sincerely, DESIGN PROFESSIONALS, INC. By: Andrea M. Momnie Executive Coordinator cc: Marcia Banach Connecticut Valley Properties of South Windsor, LLC VnI 1 S 5 9 PAGE 15 1) i To A Pcopk to whom Ame Pre teats sban eewey Gneaag; 000997 RECEI . Ep XMW M UUT X. ban is. rW SSM, of the To. of South Windsor, County of Hartford and State of Connecticut. APR 24 -07 Of sEVEer HusDSED alw FIFDOUARSTYTHOUSAND ($750,000.00) UTHWINDSORPLA INGDEPT. f mil p y� psa" o d MST= 000RT ASSOCIATES, a Conaectiart 1 do iive,smut.bargain,80 and oo�inn 8ow the said-Wmwn MM ASSOCIATES, its successors and assigns forever all that certain piece or.par•:el of land togath-Mr with all buildings and impmviments thereon, situated in the Town of South Windsor, County of Hartford.and State of Connecticut, being shown and Webster designated as Lot 1 on a map or plan entitled "Subdivision Plan �9t� Road South Windsor, Connecticutt owoee r. Subdivider David B. Webster 1678 Ellington Road, South Windsor,. Connecticut Telephone 644-3711 Palmberq 6 Rasso Land Surveyors 1, Professional Engineers 15 Barber Pond Road, Bloomfield, Connecticut 242-2775 Sx- ,p Scale 1' = 401 Date: 6-28-88 Sheet 2 of 3 Checked By: WP Ito. 88040 Revised 9-26-88 PL•s Lot 2". � �p or. P is on file in the Town Clerk's office of the Town of South Windsorfo , said piece or parcel of lased being bounded and described as i MUMMY.- by land Dow or formerly of Norman P. Priest as shown on said map, a distance of Four Hundred Nine and 2h'rt7f-four Onee-hundredths (409.34) feet; EASTERLY: by land now or formerly of Joseph P. i Gail gins and land now or formerly of •Richard S. Kell each, as shown oa said map a total distance of one Hundred Thirty-six and Fifty-three One-hundredths (136.53) feet; SOViMMMY: by land Dow or formerly of Gary C. & Barbara E: ! Spelwcin and land now or formerly of NMzio Gaetano, Gertraud Gaetano i vincent P. Sica, partly by each, as . shown on said map a total distance of Two Hundred and Saventy-three (273.00) feet. EASTERbY AGA31t: by land now or formerly of Nunzio Gaetano, Gertraud Gaetano 6 vincent P. Sica, as shown on said map a distance of Two Hundred (200.00) feet; • SO�LY - AGAIN: by a public highway known as Ellington Road Connecticut Route 30, as shown on said map a distance of One Hundred FOMY-seven (147.00) feet; , WESTMMY: by land now or formerly of David B. Webster i A13ce E. Webster and designated Lot 2- as shown on said map a distance of One Hundred NiDetyfour and Six 0+e- the (194.06) feet; SOVI8M1S by land now or formerly of David H. webster i Alice E. %tebster and designated as Lot 2, as a distance of Two (2.00) feet; and FCR R6COtm w_11U 126 k*%o.Zb oFsarm _ M360 CEDINORHUMMOT BY. i.a►�.`A- ►a D�Cb Q.oasQ �^ TOWN CLERK Hpr Lu u/ u3:4LP bans iBuba tauic;r+ssucia�as �w< <-w�� r w : I:T'r a ff i C James G.Bubaris,P.E. A S S O C 7 A T E S Principal Planning• Engineering• Design May 31 20 06 Mr. Robert Urso 18-3 Arthur Drive South Windsor, CT 06074 RE: SITE TRAFFIC EVALUATION STUDY RECEIVED PROPOSED WEBSTER PLAZA ELLINGTON ROAD(ROUTE 30) APR 2 4 2007 SOUTH WINDSOR VERNON,CONNECTICUT . SOUTH WINDSOR PLANNING DEPT. Dear Mr. Urso: Reference is made to the proposal to develop a combination retail, office and residential complex on the parcel of land located on the north side of Ellington Road, opposite the former Webster Bank building and west of the Town Shopping Center, in-the Town of South Windsor, Connecticut. The existing site is now served by two site drives and two small retail buildings consisting of about 5,400 square feet of building area. The subject development will be served by one site drive located directly opposite the drive serving the former Webster Bank building across the street now occupied in part by a credit union.The new development will consist of 7 separate buildings which will include renovation of the 2 existing buildings on the site_ Once completed,there will be a total of 38,100 square feet of building area consisting of the following uses: • Retail space at 7,900 square feet • Office space at 7,900 square feet • Medical office space at 7,900 square feet • 12 residential apartment units at 14,400 square feet In total,there will about 135 parking spaces provided on the site of which 9 spaces wil be housed in an eighth building consisting of 9 garages. Please refer to Exhibit 1 of the Appendix that locates this site with respect to the surrounding roadway network. 288 High land Avenue•Cheshire,CT 06410• Telephone:203-272-0400•Fax:203-272-5655 •jbubaris@BubarisTraific.corn www.BubarisTraffic.com I. A South Windsor Planning Department Memo To: Ben Wheeler From: Michele Lipe, Assistant Director of Planning Date: Re: #07-25P,Webster Commons Comments Following are review comments from the Planning Department. Please make appropriate revisions and submit seven complete sets (including landscaping and architectural elevations)to the Planning Department at least 10 days prior to the scheduled public hearing (scheduled for June 26). Engineering comments will be forthcoming. If you have any questions, please call. 1. Zoning data table — indicates a parking waiver of 16 spaces. Please address section 5.7.4d. 2. How is section 5.7.4e being addressed?(I was unable to find storage areas on the plans) 3. How are you meeting the intent of the Special Exception criteria 5.7.5d? 4. How does the applicant propose to handle refuse and recycling? If the residential units are proposed to be rental, that is considered a commercial use and the owner must provide for trash collection. If they will be condominiums, arrangements will have to be made with the town for curbside pick up (Fred Shaw has indicated that trucks will not enter the site). Note: ADRC will be meeting on the application on May 17, 2007 and further comments may be forthcoming. 1540 Sullivan Avenue,South Windsor,CT 06074 PH 860-644-2511,ext.253 Fax 860-644-7280 e-mail lipe@southmfindsor.org 0 Page 1 RECEiVEC) P.O.BOX 1167 JUN 15 425 SUWVAN AVENUE 7 ���/ SOUTH WINDSOR,CT 06074 PHONE: 860.291.8755 SOUTH WINDSOR PLANNING DEpT� .8757 �I FAX:8onalsi c.com www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS I SURVEYORS/ GIS ANALYSTS / LANDSCAPE ARCHITECTS Transmitted via certified mail April 23,2007 Dear Current Abutting Property Owner Re: Connecticut Valley Properties of South Windsor DPI Project No. 1345 Site Plan Application 1678& 1700 Ellington Road South Windsor,Connecticut In accordance with regulations of the Planning&Zoning Commission,we are required to notify you that an application has been filed on the property abutting yours and is subject to a hearing(s)by the Planning&Zoning Commission. The application and plans are on file with the South Windsor Planning Department in the Town Hall. As an abutting property owner you are invited to the hearing(s)to ask questions and/or give comments,however,you are not required to attend. You may also submit written comments regarding the application(s)prior to the meeting if you so desire. For further information regarding the specific date this application will be heard,please contact Michele Lipe, Deputy Director of Planning,at the South Windsor Planning Department at 644-2511, ext. 252. Thank you. Sincerely, DESIGN PROFESSIONALS,INC. • By:• Andrea M. Momnie Executive Coordinator cc: Marcia Banach Connecticut Valley Properties of South Windsor,LLC • Jun 15 07 09: 22a Design Professionals 860-291 -8757 p. l P.O.BOY,1167 425 SULLIVAN XIENUE SOUTH VANDSOR,CTM074 esign PHONE;860.291.8755 rofessionals FAX:860.29nc.com www.designprofessionalsinc.com CIVIL S. TRAFFIC ENGINEERS / PLANNERS/SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS • • • FAX To: Marcia Banach, Dir.of Planning Fivar. Linda Findlay Fax: 644-7280 Pages. 2 Incl.cover Phone: 644-2511 x250 Date: 6/15/07 Re: Webster Commons Abutter Notices DIM Project: 1345 • 0 Urgent ❑ For Review ❑Please Comment ❑ Please Reply • Comments: Attached are the certified reciepts for the Abutter Notices that were mailed yesterday. : : PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: 4/25/07 TO: Matt Galligan, Fred Shaw, Michael Gantick, Rich Bond,Walter Summers, Jeff Doolittle Ray Favreau, Karl Reichle, Mark Owens, Steve Lavigueur, Chris Dougan, Bob Deptula John Caldwell, Dennis Sheridan, Ron Asselin FROM: Marcia A. Banach, AICP, Director of Planning The Planning&Engineering Departments have received plans for the following projects: App107-25P,Webster Commons Location: 1678 and 1700 Ellington Road ® Site Plan ❑ Subdivision No. Acres 2.9 Zone RC ❑ Industrial ® Commercial Z Residential No. Lots/Units 10 Water: ® Public ❑ Private Well Sewerage: ® Public ❑ Septic System Project Description: 22;000+/- sq ft commercial space plus 10 residential units Future Town-owned property involved? ❑Yes ®No ❑ new street(s) ❑new detention area ❑ new open space/recreation area ❑ active ❑passive Planning Department notes: Please comment by 5/4/07 and return to the Planning Department. �WN Sfq< COCKY � To� O-P sioa� ?d&w�� G y � w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 r�OsoR..0 TELEPHONE (860) 644 2511 7006 2150 0005 7640 3725 June 11, 2007 Ben Wheeler Design Professionals, Inc Po Box 1167 South Windsor, CT 06074 Dear Mr. Wheeler Re: Appl#07-25P Webster Commons Please be advised that the Regular Meeting of the Planning & Zoning Commission in the above referenced matter has been scheduled for Tuesday, June 26, 2007 at 7:30 in the Madden Room of the South Windsor Town Hall, 1540 Sullivan Avenue. Someone must be present at the hearing to represent the application. One sign advertising the hearing must be posted on the property for ten (10) consecutive days prior to the hearing and must be clearly visible from a town street. Please have one sign posted on Ellington Road by June 15, 2007. Signs can be obtained in the Planning Department. Sincerely, zi aa 4)"0' Maria D. Acevedo Administrative Secretary MEMORANDUM To: Marcia Banach, Director of Planning From: Jeffrey B. Doolittle, P.E., Town Engineer DO Date: 6/19/07 RE: App 07-25P Webster Commons, 1678 Ellington Road have looked at the proposed plans for Webster Commons at 1678 and 1700 Ellington Road. I have the following comments about these plans. Note, comments 1-6 were previously submitted to the IWA/CC. 1. In the Stormwater Management Plan; the "water" gardens should be changed to "rain" gardens, 2. The catch basins need to be inspected at least twice a year. The last catch p Y basins on the drainage system in the parking lot, CB #1 and CB #5 are the most critical to be kept clean of sediment and debris. These need to be inspected monthly. Clean out all sediment from all catch basins before it reaches a depth of 2 feet in the 4 foot sumps (half the capacity). This is in the Maintenance and Operation notes on sheet 4. 3. The granular fill used on the site needs to be good gravel material in accordance with Conn 'DOT Form 816 Article M.02.06, Grading B. Recycled material shall not be used as fill on this site. 4. On the detail for the galleries include 6 inches of stone both above and below the galleries. 5. The Design Engineer needs to inspect the installation of the drainage galleries, certify to the Town they are installed according to the approved plans, and include their exact locations and invert elevations on the as-built plan before any Certificates of Occupancy are issued for this site. This is note 3 on sheet 4. 6. All stormwater runoff during construction shall go into a temporary sediment basin to be pumped out to a suitable discharge point until the site is stabilized and paved. The construction sequence for this site needs to insure the galleries are not exposed to silty stormwater during construction. 7. Provide at least 1% slope in the paved parking areas and driveways for drainage. Additional spot elevations need to be provided to show these slopes, especially on the east side of the site. --8.---Why-is-the-existing sanitary-lateral-being-removed-instead-of being-reused? - - -- 9. Provide back-up information for the size and slope of the proposed sanitary sewer lines on site. This needs to include expected sewer flows from each building. The sewer lines should have minimum cleansing velocities of 2.5 fps or be installed at a minimum slope of 2%. It appears the sewer lines into the site should be 8" diameter. Label all the sanitary sewer pipe sizes and slopes. 10.Only one sewer lateral is shown for each building but each building has several units. How will the units in each building be served by the sanitary sewers and will these units be under the control of separate owners or be owned by one entity with rented/leased spaces? 11. 1 did not see water service to building A or gas service to buildings A, C and D. 12.The sidewalks along the front of this property must be laid out and graded to connect to future sidewalks in front of abutting properties on both sides. Please call me if you have any questions. I - Bubfl;Traffic James G.Bubaris,P.E. A S S O C 7l A T E S Principal Planning• Engi nee ring• Design June 15, 2007 Mr. Robert Urso 18-3 Arthur Drive South Windsor, CT 06074 ,r REC Re: Site Traffic Evaluation Study ( �N + Proposed Webster Commons JUN Ellington Road (Route 30) South Windsor, Connecticut aUN ��� SOIItNWIN6�61�P1�NNIP►p NEPI Dear Mr. Urso: SOM1�d1NDS0APiANS�INGDEPt• Reference is made to the proposal to develop a combination retail, office and residential complex on the parcel of land located on the north side of Ellington Road, opposite the former Webster Bank building and west of the Town Shopping Center, in the Town of South Windsor, Connecticut. The existing site is now served by two site drives and two small retail buildings consisting of about 5,400 square feet of building area. The subject development will be served by one site drive located directly opposite the drive serving the former Webster Bank building across the street PP 9 9 now occupied in part by a credit union. The new development will consist of 7 separate buildings which will include renovation of the 2 existing buildings on the site. Once completed, there will be the following uses on the site: Retail space at 9.841 square feet • Office space at 9,841 square feet • Medical office space at 3,992 square feet • 10 residential apartment units Please refer to Exhibit 1 of the Appendix that locates this site with respect to the surrounding roadway network. Introduction Route 30, Ellington Road, is a bi-directional State highway, running east-west along the south boundary of the parcel. The signalized T-intersection of Route 30 at the Town Center Shopping Center is located about 260 feet centerline to centerline from the proposed site drive. 288 Highland Avenue•Cheshire,CT 06410 • Telephone:203-272-0400• Fax:203-272-5655 . •jbubaris@BubarisTraffic.com• www.BubarisTraffic.com 2 Study Approach Our services evaluate the impact of the proposed development on the immediate signalized intersection of Route 30 at the Town Center Shopping Center and the proposed unsignalized site drive intersection on Route 30 opposite the site drive serving the former Webster Bank building. Since this development lies in a commercial section of the Town of South Windsor, we have evaluated both the am and pm commuter peaks on a typical weekday, as well as the retail peak on a typical Saturday. Existing and Background Traffic Volumes Please refer to Exhibits 2 through 4 that provide graphical summaries of the three existing 2006 peak periods based on recent manual turning movement counts that were conducted in this study area in early-May 2006. The am peak counts were conducted between 7 and 9 am. The pm peak counts were conducted between 4 and 6 pm. The Saturday peak counts were conducted between 11 am and 1 pm. Please refer to Exhibits 5 through 7 that provide graphical summaries of the 2008 background peak periods that can be expected when it is anticipated that this development will be fully occupied. Exhibits 5 through 7 showing 2008 background volumes were developed by expanding the 2006 existing volumes in Exhibits 2 through 4 by 2 percent per year for each of two years to 2008. Site-Generated Traffic Site-generated traffic volume projections were made for the four components of the proposed development utilizing the data source that is available to the profession for this purpose entitled Trip Generation, 7th edition, 2003, by the Institute of Transportation Engineers (ITE). This document provides trip generation estimates for various land uses based on their size. Please refer to Exhibits 8a through 8d of the Appendix that provide the trip generation calculations, respectively, for the retail portion, the office portion, the medical office portion, and the residential apartments proposed for this site. Please refer to Table 1 on the next page which summarizes the estimated trip generation for the subject development. In total, the total site-generated traffic for the proposed development is estimated at 61, 135 and 54 vehicles per hour, respectively, during the weekday am commuter, weekday pm commuter, and Saturday midday retail peak hours. Table 1 Summary of Trip Generation Calculations Proposed Webster Commons Ellington Road (Route 30) South Windsor, Connecticut AM PEAK HOUR PM PEAK HOUR SATURDAY PEAK HOUR LAND USE IN OUT TOTAL IN OUT TOTAL IN OUT TOTAL GENERAL RETAIL 17 7 24 18 18 36 20 19 39 (9,991 SF) GENERAL OFFICE BUILDING 26 4 30 15 75 90 3 3 6 (9,991 SF) MEDICAL OFFICE BUILDING 2 0 2 1 2 3 2 2 4 (3,992 SF) APARTMENTS 1 4 5 4 2 6 3 2 5 (10 UNITS) TOTALS: 46 15 61 38 97 135 28 26 54 Bubarls Tratfic Associates June 2007 3 Please refer to Exhibit 9 of the Appendix that shows the estimated site-generated traffic distributions for the proposed development. The actual site-generated traffic distributions shown below in Table 2 and in Exhibit 9 of the Appendix are based on the distribution of approaching traffic volumes on the surrounding roadway network: Table 2 Site-Generated Traffic Distributions Roadway Segment Percent To and from the west via Route 30: 50% To and from the east via Route 30: 50% A review of Exhibit 9 in the Appendix shows a 50/50 split to and from either direction for site-generated traffic exiting and entering the site. Please refer to Exhibits 10 through 12 of the Appendix that provide graphical summarizes of the peak site-generated traffic volumes for the proposed development, including the weekday am peak, the weekday pm peak, and the Saturday midday peak. These peak hour traffic volumes were developed by utilizing the trip generation estimates from Exhibits 8a through 8d of the Appendix and Table 1 above, and distributing these on the surrounding roadway network based on the distributions shown in Exhibit 9 of the Appendix and Table 2 above. Please refer to Exhibits 13 through 15 of the Appendix that provide graphical summaries of the 2008 combined peak periods that can be expected when it is anticipated that this development will be fully occupied. These combined 2008 traffic volumes represent the build condition for the subject project. These combined 2008 traffic volumes were derived by adding the 2008 background traffic volumes from Exhibits 5 through 7 to the respective site-generated traffic volumes shown in Exhibits 10 through 12. Operations Analysis 2006 Existing AM, PM and Saturday Peak analyses, representing the existing condition, are based on the peak hour traffic volumes shown as Exhibits 2 through 4 of the Appendix. 2008 Background AM, PM and Saturday Peak analyses, representing the no- build condition in the year when the subject development is expected to be fully - -- - occupied,are-based-on-the-peak-hour-traffic-volumes-shown-as-Exhibits-5—-- - _ - - ---- through 7 of the Appendix. 4 2008 Combined AM, PM and Saturday Peak analyses, representing the build condition for the subject development, are based on the peak hour traffic volumes shown as Exhibits 13 through 15 of the Appendix. Intersection operations analyses were performed for the study intersections utilizing the methodology described in the latest edition of Highway Capaciiy Manual, Special Report 209, Transportation Research Board, 1985, updated to 2000. Application of this methodology was facilitated by use of Synchro Analysis Software, developed by the Trafficware Corporation, Version 7, 2004. Operations analyses are utilized to determine a Level of Service (LOS) for a given intersection operating under either signalized or unsignalized control. In the case of signalized intersections similar to the intersection of Route 30 at Town Center Shopping Center, Level of Service (LOS) is defined in terms of control delay, which is a measure of driver discomfort, frustration, increased fuel consumption, and lost of travel time. The delay experienced by a motorist is comprised of a number of factors that relate to control, geometric, traffic, and incidents. Total delay is the difference between the travel time actually experienced and the reference travel time that would result during base conditions in the absence of traffic control, geometric delay, any incidents, and any other vehicles. Specifically, LOS criteria for traffic signals are stated in terms of the average control delay per vehicle, typically for a 15-minute analysis period. Delay is a complex measure and depends on a number of variables, including the quality of progression, the cycle length, the green ratio, and the volume-to- capacity (v/c) ratio for the lane group. In the case of signalized intersections, the Level of Service for each approach is computed, and an overall Level of Service for the entire intersection is determined. In today's environment, Levels of Service C to D are considered acceptable, and Levels of Service A to B are seldom achieved at signalized intersections. Please refer to Exhibit 16 in the Appendix, which provides details on the definitions of Levels of Service for signalized intersections. In the case of unsignalized intersections similar to the proposed site drive intersection, Level of Service (LOS) is defined in terms of the average control delay for the approach or movement evaluated. Control delay involves movements at slower speeds and stops on intersection approaches as vehicles move up in the queue or slow down upstream of an intersection. The delay experienced by a motorist is comprised of factors that relate.to control, geometrics, traffic, and incidents. Total delay is the difference between the travel time actually experienced and the reference time that would result during base conditions in the absence of incident, control, traffic, or geometric delay. Control - - --- ---delay-includes-initial-deceleration-delay,queue-move=up-time,-stopped-delay;-and-- - -- --- final acceleration delay. At two-way stop-controlled and all-way stop-controlled 5 intersections, control delay is the total elapsed time from a vehicle joining the queue until its departure from the stopped position at the head of the queue. The control delay also includes the time required to decelerate to a stop and to accelerate to the free-flow speed. Level of Service for a one-way or two-way stop-controlled intersection is determined by the computed or measured control delay and is defined for each minor movement. LOS for a one-way or two-way stop-controlled intersection is not defined for the intersection as a whole. In today's environment, Levels of Service D to F are common and are often experienced on minor street approaches to major streets carrying relatively high traffic volumes. Please refer to Exhibit 17 in the Appendix, which provides details on the definitions of Levels of Service for unsignalized intersections. The results of the operations analyses, which compare 2006 existing, 2008 background (no-build), and 2008 combined (build) conditions, are summarized in Table 3 on the next page of this study. The computer-generated worksheets for these operations analyses are included as Exhibits 18 through 26 of the Appendix as follows: • Exhibit 18 —2006 Existing Weekday AM Peak • Exhibit 19—2006 Existing Weekday PM Peak • Exhibit 20—2006 Existing Saturday Midday Peak • Exhibit 21 —2008 Background Weekday AM Peak • Exhibit 22—2008 Background Weekday PM Peak • Exhibit 23—2008 Background Saturday Midday Peak • Exhibit 24—2008 Combined Weekday AM Peak • Exhibit 25 —2008 Combined Weekday PM Peak • Exhibit 26—2008 Combined Saturday Midday Pea A review of the results of the operational analyses summarized in Table 3 for the subject development proposal indicates that the signalized intersection of Route 30 at Town Center Shopping Center will continue to operate at the same overall level of service A during peak periods that would otherwise exist without this development, which is an excellent level of service. The proposed unsignalized site drive intersection on Route 30 will continue to provide level of service C (considered good) for the exiting drive from the credit union site (former Webster Bank building), and levels of service C to E (considered good to fair), changing from levels of service C to D, for the exiting drive from the subject site. Table 3 Summary of Operational Analyses Proposed Webster Commons Ellington Road (Route 30) South Windsor, Connecticut ELLIINGTON ROAD AT TOWN SHOPPING CENTER DRIVE(sianalized) 2006 2008 2008 EXISTING BACKGROUND COMBINED AM PM SAT AM PM SAT AM PM SAT EASTBOUND A B A A B B A B B WESTBOUND A A A A A A A A A NORTHBOUND (Exit) B B B B B B B B B OVERALL A A A A A A A A A AVERAGE DELAY(SEC) 6 9.6 8.6 6.1 9.8 8. 7 6.2 10.0 8.8 ELLINGTON ROAD AT WEBSTER COMMONS DRIVE AND PRIVATE DRIVE(unsianalized) 2006 2008 2008 EXISTING BACKGROUND COMBINED AM PM SAT AM PM SAT AM PM SAT NORTHBOUND (Exit) C B C C C C C C C SOUTHBOUND(Exit) C D C C D C C E C AVERAGE DELAY(SEC) 0.3 0.6 1.0 0.3 0.7 1.1 0.9 3.6 1.7 Bubaris Traffic Associates June 2007 6 Analyses were also conducted to evaluate the queuing characteristics of the signalized intersection of Route 30 at Town Shopping Center to determine whether the Route 30 eastbound queue formed by the traffic signal would extend beyond the proposed site drive location. The queuing analyses show eastbound queues of 52, 165 and 100 feet, respectively, during the weekday am commuter, the weekday pm commuter, and the Saturday midday retail peaks, which will not extend the 600±feet to the proposed site drive. Sight Line Evaluation Available sight lines from the southbound (outbound) approach of the proposed site drive on Route 30 were reviewed utilizing the guidelines set forth by the Connecticut Department of Transportation for evaluating available sight line distances from side streets or site drives. These reviews were made at a point 15 feet back of Route 30, at a viewing height of 3.5 feet above the grade, to an object height 3.5 feet above the Route 30 grade in either direction. Available sight line distances were found to be over 650 feet to approaching traffic from either direction. Please refer to the results of automatic traffic recorder measurements that were made on Route 30 in the vicinity of the proposed site drive as summarized in Exhibit 27 of the Appendix. A review of Exhibit 27 shows average and 85th percentile speeds, respectively of 34 and 40 miles per hour eastbound, suggesting minimum sight lines of 445 feet to and from the west of the site, and average and 85th percentile speeds, respectively of 37 and 44 miles per hour westbound, suggesting minimum sight lines of 500 feet to and from the east of the site. Therefore, available sight lines are excellent and well beyond the minimums recommended for the design approach speeds. Conclusion It is the professional opinion of Bubaris Traffic Associates that the proposed Webster Commons, consisting of retail, office, medical office, and residential components, to be located on the north side of Ellington Road opposite the former Webster Bank building site, should not adversely impact traffic operations on the surrounding roadway network. It is estimated that the proposed development will generate 61 trips per hour during the weekday am peak, 135 trips per hour during the weekday pm peak, and about 54 trips per hour during the Saturday peak. 7 A review of the operational analyses indicates that the levels of service of the immediate signalized intersection of Route 30 at Town Center Shopping Center will remain at unchanged, excellent levels, and that the proposed site drive will operate at good to fair levels. Queuing analyses indicate that the proposed location of the site drive will not adversely impact or be impacted by the eastbound queue on Route 30 extending back from the traffic signal at Town Center Shopping Center. A review of available sight lines from the proposed site drive location on Route 30 found these sight lines to be excellent. .jua«1n1111111i Very truly yours, CoNNF�r Bubaris Traffic Associates CO fit. 9, �,►'� �.. • No.9W3 .=�Z James G. Bubaris, P.E. , "o,�•�!ckNs�°��`�,.� Conn. Reg. No. 9203 Principal cc: Mr. Benjamin P. Wheeler, R.L.A. Project Manager Design Professionals, Inc. P. O. Box 167 425 Sullivan Avenue South Windsor, CT 06074 i APPENDIX SITE TRAFFIC EVALUATION STUDY PROPOSED WEBSTER COMMONS ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT APPENDIX TABLE OF CONTENTS Exhibit 1 — Location Map Exhibit 2 —2006 Existing AM Peak Hour Traffic Volumes Exhibit 3—2006 Existing PM Peak Hour Traffic Volumes Exhibit 4—2006 Existing Saturday Mid-Day Peak Hour Traffic Volumes Exhibit 5 —2008 Background AM Peak Hour Traffic Volumes Exhibit 6 —2008 Background PM Peak Hour Traffic Volumes Exhibit 7—2008 Background Saturday Mid-Da Peak H g y y our Traffic Volumes Exhibit 8a—Summary of Trip Generation Calculations General Retail- ITE Code#810 Exhibit 8b—Summary of Trip Generation Calculations General Office Building- ITE Code#710 Exhibit 8c—Summary of Trip Generation Calculations Medical Office Building- ITE Code#720 Exhibit 8d —Summary of Trip Generation Calculations Apartments- ITE Code#220 Exhibit 9—Site Generated Traffic Distributions Exhibit 10—Site Generated AM Peak Hour Traffic Volumes Exhibit 11 —Site Generated PM Peak Hour Traffic Volumes n Exhibit 12 —Site Generated Saturday Mid-Day Peak Hour Traffic-Volumes, -Continued- -Continued- Exhibit 13—2008 Combined AM Peak Hour Traffic Volumes Exhibit 14—2008 Combined PM Peak Hour Traffic Volumes Exhibit 15—2008 Combined Saturday Mid-Day Peak Hour Traffic Volumes Exhibit 16—Definitions of Levels of Service Signalized Intersections Exhibit 17— Definitions of Levels of Service Unsignalized Intersections Exhibit 18—Operational Analysis Worksheets 2006 Existing AM Peak Hour Traffic Exhibit 19—Operational Analysis Worksheets 2006 Existing PM Peak Hour Traffic Exhibit 20—Operational Analysis Worksheets 2006 Existing Saturday Mid-Day Peak Hour Traffic Exhibit 21 —Operational Analysis Worksheets 2008 Background AM Peak Hour Traffic Exhibit 22—Operational Analysis Worksheets 2008 Background PM Peak Hour Traffic Exhibit 23—Operational Analysis Worksheets 2008 Background Saturday Mid-Day Peak Hour Traffic Exhibit 24—Operational Analysis Worksheets 2008 Combined AM Peak Hour Traffic Exhibit 25—Operational Analysis Worksheets 2008 Combined PM Peak Hour Traffic Exhibit 26—Operational Analysis Worksheets 2008 Combined Saturday Mid-Day Peak Hour Traffic Exhibit 27=Auto aticTraffic Recorder Counts Ellington Road at Site Drive z r y� VIf� �l►'f y SCOtS 74 ' ELLINGjQN � � a �4l�l � pIL� RagD BREEZY ti 9� 9EERFI4L,p N T South Windsor II cT c ?� 19 q a Y� `` �RIDGEFIELD ELLINGMN 1 cc DR. RUAD pgKC A 30 r F.� ' A h 4� ST T Q' 6 Exhibit 1 Location Map Proposed Webster Commons H South Windsor, Connecticut ' it S TE �--_ 5 4 0 4 /-- 604 ♦- 575 �-► 2 45 ELLINGTON ROAD 266 4� ELLINGTON ROAD 5 35 297 0 0 0 36 25 2 PRIVATE DRIVE TOWN SHOPPING CENTER NOTE:DRAWING NOT TO SCALE EXHIBIT 2 2006 EXISTING AM PEAK HOUR TRAFFIC VOLUMES II i SITE L 11 7 0 13 ♦-- 417 /-- 328 1 � 1 77 ELLINGTON ROAD 619 4 ELLINGTON ROAD 136 736 0 0 6 101 156 2 PRIVATE DRIVE TOWN SHOPPING CENTER NOTE:DRAWING NOT TO SCALE EXHIBIT 3 2006 EXISTING PM PEAK HOUR TRAFFIC VOLUMES SITE t--- 5 3 0 5 /---- 481 ♦- 390 f 16 86 ELLINGTON ROAD 26 ELLINGTON ROAD 1 4 26 512 14 0 16 112 149 ' 12 PRIVATE DRIVE TOWN SHOPPING CENTER 1 f,. gm Yi NOTE:DRAWING NOT TO SCALE EXHIBIT 4 2006 EXISTING SATURDAY MID-DAY PEAK HOUR TRAFFIC VOLUMES SITE 5 4 0 4 028 /_ 598 1 � 2 47 + T ELLINGTON ROAD 277 ELLINGTON ROAD 5 36 309 0 0 0 37 26 2 PRIVATE DRIVE TOWN SHOPPING CENTER a EF NOTE:DRAWING NOT TO SCALE EXHIBIT 6 2008 BACKGROUND AM PEAK HOUR TRAFFIC VOLUMES SITE 11 7 0 14 /-- 434 /-- 341 1 (+ 1 80 ELLINGTON ROAD 6 644 ELLINGTON ROAD � T 141 765 0 0 6 105 162 2 PRIVATE DRIVE TOWN SHOPPING CENTER NOTE:DRAWING NOT TO SCALE EXHIBIT 6 2008 BACKGROUND PM PEAK HOUR TRAFFIC VOLUMES SITE 5 3 0 5 /--- 500 /-- 406 +_j L (+ 17 89 ELLINGTON ROAD 418 ELLINGTON ROAD 4 131 532 15 0 17 12 116 155 PRIVATE DRIVE TOWN SHOPPING CENTER 5 yS M�i ��A dry,C+i;p 4 �Y NOTE:DRAWING NOT TO SCALE EXHIBIT 7 2008 BACKGROUND SATURDAY MID-DAY PEAK HOUR TRAFFIC VOLUMES 5/21/2007 RETAIL,GENERAL MERCHANDISING* (1997) EXHIBIT 8A SUMMARY OF TRIP GENERATION CALCULATIONS SOURCE:TRIP GENERATION REPORT,INSTITUTE OF TRANSPORTATION ENGINEERS,1997 LAND USE:RETAIL,GENERAL MERCHANDISING(LIMITED D,TED DATA)-LAND USE#810 COMPOSITE OF OTHER AVAILABLE DATA USED: LAND USE#814-SPECIALTY RETAIL CENTER LAND USE#820-SHOPPING CENTER PROJECT: PROPOSED RETAIL DEVELOPMENT SOUTH VWNDSOR,CONNECTICUT GROSS FLOOR AREA IN 1000'S SQUARE FEET 9.991 TOTAL TIME PERIOD ITE TRIP GENERATION EQUATION TRIPS INBOUND OUTBOUND AVERAGE LN(T)=1.12 LN(A)+3.24 336 168 168 WEEKDAY 50%INBOUND*50%OUTBOUND (FROM LAND USE#814) PEAK HOUR T=7.05%OF AVERAGE WEEKDAY 24 17 7 7 TO 9 AM 70%INBOUND*30%OUTBOUND (FROM LAND USE#820) PEAK HOUR T=10.65%OF AVERAGE WEEKDAY 36 18 18 4 TO 6 PM 49%INBOUND*51 %OUTBOUND (FROM LAND USE#820) AVERAGE LN(T)=1.05 LN(A)+3.48 364 182 182 SATURDAY 50%INBOUND*50%OUTBOUND (FROM LAND USE#814) SATURDAY T=10.7%OF AVERAGE SATURDAY 39 20 19 PEAK HOUR 51 %INBOUND*49%OUTBOUND (FROM LAND USE#814) AVERAGE LN(T)=0.95 LN(A)+3.02 182 91 91 SUNDAY 50%INBOUND*50%OUTBOUND (FROM LAND USE#820) SUNDAY T=12.4%OF AVERAGE SUNDAY 23 11 12 PEAK HOUR 49%INBOUND*51 %OUTBOUND (FROM LAND USE#820) 5/21/2007 OFFICE BUILDING (BASED ON BUILDING AREA) (2003) EXHIBIT 813 SUMMARY OF TRIP GENERATION CALCULATIONS SOURCE: TRIP GENERATION REPORT,ITE,2003 LAND USE: GENERAL OFFICE BUILDINGS-CODE#710 PROJECT: PROPOSED OFFICE BUILDINGS SOUTH WINDSOR,CONNECTICUT GROSS FLOOR AREA M 1,000'8 SQUARE FEET: 9.991t TOTAL TIME PERIOD ITE TRIP GENERATION EQUATION TRIPS INBOUND OUTBOUND AVERAGE LN(T)=0.768 LN(X)+3.654 226 113 113 WEEKDAY 50%INBOUND*50%OUTBOUND PEAK HOUR LN(T)=0.797 LN(X)+1.558 30 26 4 7 TO 9 AM 88°/u INBOUND*12%OUTBOUND PEAK HOUR T=1:121(X)+79295 90 1-5 75 4 TO 6 PM 17%INBOUND*83%OUTBOUND AVERAGE T=2.136 09+18.473 40 20 20 SATURDAY 50%INBOUND*50%OUTBOUND SATURDAY LN(T)=G.814 LN(X)-0.115 6 3 3' PEAK HOUR 54%INBOUND*46%OUTBOUND AVERAGE LN M=0.863 LN(X)+0.306 10 5 5 SUNDAY 50%INBOUND*50%OUTBOUND SUNDAY LN(T)=0.605 LN(X) 0.228 3 2 1 PEAK HOUR 58%INBOUND*42%OUTBOUND 5/7/2007 MEDICAL OFFFICE BUILDINGS* (2003) EXHIBIT 8C SUMMARY OF TRIP GENERATION CALCULATIONS SOURCE:TRIP GENERATION REPORT,INSTITUTE OF TRANSPORTATION ENGINEERS,1997 LAND USE:MEDICAL OFFICE BUILDINGS-CODE#720 PROJECT: PROPOSED MEDICAL OFFICE BUILDING SOUTH WINDSOR,CONNECTICUT GROSS FLOOR AREA IN 1000'S SQUARE FEET 3.992 TOTAL TIME PERIOD ITE TRIP GENERATION EQUATION TRIPS INBOUND OUTBOUND AVERAGE LN(T)_.67 LN(X)+3.76 109 54 54 WEEKDAY 50%INBOUND*50%OUTBOUND PEAK HOUR T=.53(X) 2 2 0 7 TO 9 AV 79%INBOUND*21 %OUTBOUND PEAK HOUR LN(T)=1.06 LN(X)-.32 3 1 2 4 TO 6 PM 34%INBOUND*66%OUTBOUND AM PEAK HOUR T=.52(X)+58.38 60 39 21 OF GENERATOR 65%INBOUND*35%OUTBOUND PM PEAK HOUR T=.69(X)+42.52 45 18 27 OF GENERATOR 39%INBOUND*61 %OUTBOUND AVERAGE T=6.23(X)-255.33 -230 -115 -115 SATURDAY 50%INBOUND*50%OUTBOUND SATURDAY T=.88 N 4 2 2 PEAK HOUR 57%INBOUND*43%OUTBOUND OF GENERATOR 5ni2007 APARTMENTS* (2003) (Average Rates) EXHIBIT 8D SUMMARY OF TRIP GENERATION CALCULATIONS SOURCE:TRIP GENERATION REPORT,INSTITUTE OF TRANSPORTATION ENGINEERS,2003 LAND USE:APARTMENTS—CODE#220 PROJECT: PROPOSED APARTMENTS SOUTH WINDSOR,CONNECTICUT NUMBER OF APARTMENT DWELLING UNITS: 10 TOTAL TIME PERIOD ITE TRIP GENERATION EQUATION MI S INBOUND OUTBOUND AVERAGE T=6.72(X) 67 34 34 WEEKDAY 50%INBOUND*50%OUTBOUND PEAK HOUR T=0.51 (,C) 5 1 4 7 TO 9 AM 20%INBOUND*80%OUTBOUND PEAK HOUR T=0.62(X) 6 4 2 4 TO 6 PM 65%INBOUND*35%OUTBOUND WEEKDAY AM T=0.55(X) 6 2 4 PEAK HOUR 29%INBOUND*71 %OUTBOUND OF GENERATOR WEEKDAY PM T=0.67(X) 7 4 3 PEAK HOUR 61 %INBOUND*39%OUTBOUND OF GENERATOR AVERAGE T=6.39 Q\) 64 32 32 SATURDAY 50%INBOUND*50%OUTBOUND SATURDAY T=0.51 (X) 5 3 2 PEAK HOUR 53%INBOUND*47%OUTBOUND AVERAGE T=6.42(X)-101.12 NO ITE DATA SUNDAY 50%INBOUND*50%OUTBOUND SUNDAY T=.51 (X) NO ITE DATA PEAK HOUR 52% INBOUND*48%OUTBOUND SITE 50% (50%) (50%) 50% 1 4 ELLINGTON ROAD (50%) ELLINGTON ROAD 50% PRIVATE DRIVE TOWN SHOPPING CENTER NOTE:DRAWING NOT TO SCALE EXHIBIT 9 SITE GENERATED TRAFFIC DISTRIBUTIONS SITE �-- 22 7 8 �- /-- 22 •-i 1 (+ ELLINGTON ROAD �}►23 8 ELLINGTON ROAD PRIVATE DRIVE TOWN SHOPPING CENTER NOTE:DRAWING NOT TO SCALE EXHIBIT 10 SITE GENERATED AM PEAK HOUR TRAFFIC VOLUMES SITE 18 48 49 18 ELLINGTON ROAD 19 49 ELLINGTON ROAD PRIVATE DRIVE TOWN SHOPPING CENTER NOTE:DRAWING NOT TO SCALE EXHIBIT 11 SITE GENERATED PM PEAK HOUR TRAFFIC VOLUMES SITE 14 13 13 4---- f- 14 ELLINGTON ROAD 13 ELLINGTON ROAD 14 PRIVATE DRIVE TOWN SHOPPING CENTER NOTE:DRAWING NOT TO SCALE EXHIBIT 12 SITE GENERATED SATURDAY PEAK HOUR TRAFFIC VOLUMES SITE L 22 7 0 8 /-- 628 /-- 620 1 4 2 47 ELLINGTON ROAD T ( 285 ELLINGTON ROAD 23 36 309 0 0 0 37 26 2 PRIVATE DRIVE TOWN SHOPPING CENTER i r j t .i I NOTE:DRAWING NOT TO SCALE EXHIBIT 13 2008 COMBINED AM PEAK HOUR TRAFFIC VOLUMES SITE 18 48 0 49 {-- 434 /-- 359 I (+ 1 80 ELLINGTON ROAD 693 ELLINGTON ROAD 19 141 765 0 0 6 105 162 2 PRIVATE DRIVE TOWN SHOPPING CENTER i. r ' S NOTE:DRAWING NOT TO SCALE EXHIBIT 14 2008 COMBINED PM PEAK HOUR TRAFFIC VOLUMES SITE 14 13 0 13 /--- 500 420 Y 17 89 ELLINGTON ROAD 431 ELLINGTON ROAD 14 131 532 15 0 17 116 155 12 PRIVATE DRIVE TOWN SHOPPING CENTER h NOTE:DRAWING NOT TO SCALE EXHIBIT 16 2008 COMBINED SATURDAY MID-DAY PEAK HOUR TRAFFIC VOLUMES EXHIBIT 16 LEVEL OF SERVICE CRITERIA SIGNALIZED INTERSECTIONS SOURCE: HIGHWAY CAPACITY MANUAL (HCM), 2000 TRANSPORTATION RESEARCH BOARD(1) Level of Service for signalized intersections is defined in terms of control delay, which is a measure of driver discomfort, frustration, increased fuel consumption, and lost travel time. The delay experienced by a motorist is comprised of a number of factors that relate to control, geometric, traffic, and incidents. Total delay is the difference between the travel time actually experienced and the reference travel time that would result-during base conditions in the absence of traffic control, geometric delay, any incidents, and any other vehicles. Specifically, LOS criteria for traffic signals are stated in terms of the average control delay per vehicle, typically for a 15-minute analysis period. Delay is a complex measure and depends on a number of variables, including the quality of progression, the cycle length, the green ratio, and the volume-to-capacity (v/c) ratio for the lane group. In the case of signalized intersections, the Level of Service for each approach is computed, and an overall Level of Service for the entire intersection is determined. Levels of Service (LOS)for signalized intersections are defined as follows: LEVEL OF SERVICE CONTROL DELAY PER CONDITION VEHICLE (SECONDS) LOS A < 10 LOW DELAY LOS B > 10 TO 20 SHORT DELAY LOS C > 20 TO 35 AVERAGE DELAY LOS D > 35 TO 55 CONGESTION NOTICEABLE LOS E > 55 TO 80 LIMIT OF ACCEPTABLE DELAY LOS F > 80 UNACCEPTABLE In today's environment, Levels of Service C to D are considered acceptable, and Levels of Service A to B are seldomly achieved at signalized intersections. 1 HCM Exhibit 16-2. EXHIBIT 17 LEVEL OF SERVICE CRITERIA UNSIGNALIZED INTERSECTIONS SOURCE: HIGHWAY CAPACITY MANUAL (HCM), 2000 TRANSPORTATION RESEARCH BOARD (1) Level of Service for unsi nalized intersections similar to the stud intersections is g Y defined in terms of the average control delay for the approach or movement evaluated. Control delay involves movements at slower speeds and stops on intersection approaches as vehicles move up in the queue or slow down upstream of an intersection. The delay experienced by a motorist is comprised of factors that relate to control, geometrics, traffic, and incidents. Total delay is the difference between the travel time actually experienced and the reference time that would result during base conditions in the absence of incident, control, traffic, or geometric delay. Control delay includes initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. At two-way stop-controlled and all-way stop-controlled intersections, control delay is the total elapsed time from a vehicle joining the queue until its departure from the stopped position at the head of the queue. The control delay also includes the time required to decelerate to a stop and to accelerate to the free-flow speed. Level of Service (LOS)for a two-way stop-controlled intersection is determined by the computed or measured control delay and is defined for each minor movement. LOS is not defined for the intersection as a whole. Level of Service (LOS)for an all-way stop-controlled intersection is determined by the computed or measured control delay and is defined for all movements. A LOS is then defined for the intersection as a whole. Levels of Service (LOS) for unsignalized intersections are defined as follows: LEVEL OF SERVICE AVERAGE CONTROL DELAY CONDITION PER VEHICLE SECONDS LOS A 0 TO 10 LITTLE OR NO DELAY LOS B > 10 TO 15 SHORT DELAY LOS C > 15 TO 25 AVERAGE DELAY LOS D > 25 TO 35 LONG DELAY LOS E > 35 TO 50 VERY LONG DELAY LOS F > 50 EXTREME DELAY In today's environment, Levels of Service D to F are common and are often experienced on minor street approaches to major streets carrying relatively high traffic volumes (1) HCM, Exhibits 17-2 and 17-22. Exhibit 18 Operational Analysis Worksheets 2006 Existing AM Peak Hour Traffic Volumes Lanes, Volumes, Timings 1: Ellington Road & Town Shopping Center Drive 5/25/2006 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations +T* I + I r Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector(ft) 50 50 50 50 50 Trailing Detector(ft) 0 0 0 0 0 Turning Speed(mph) 9 15 15 9 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.983 0.850 Fit Protected 0.950 0.950 Satd. Flow(prot) 3479 0 1770 1863 1770 1583 Fit Permitted 0.548 0.950 Satd. Flow(perm) 3479 0 1021 1863 1770 1583 Right Turn on Red Yes Yes Satd. Flow(RTOR) 25 27 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed (mph) 30 30 30 Link Distance(ft) 800 736 720 Travel Time (s) 18.2 16.7 16.4 Volume(vph) 266 35 45 575 36 25 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow(vph) 289 38 49 625 39 27 Lane Group Flow(vph) 327 0 49 625 39 27 Turn Type custom custom Protected Phases 1 1 4 4 Permitted Phases 2 2 2 4 4 Detector Phases 2 1 1 4 4 Minimum Initial(s) 15.0 4.0 4.0 5.0 5.0 Minimum Split(s) 23.6 8.0 8.0 9.5 9.5 Total Split(s) 31.6 0.0 12.0 12.0 24.5 24.5 Total Split(%) 46.4% 0.0% 17.6% 17.6% 36.0% 36.0% Yellow Time(s) 4.3 3.0 3.0 3.0 3.0 All-Red Time(s) 3.3 1.0 1.0 1.5 1.5 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode Min None None None None Act Effct Green(s) 19.1 26.6 32.7 7.0 7.0 Actuated g/C Ratio 0.46 0.65 0.80 0.16 0.16 v/c Ratio 0.20 0.06 0.42 0.14 0.10 Control Delay 7.9 3.1 4.3 17.8 8.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 7.9 3.1 4.3 17.8 8.9 LOS A A A B A Approach Delay 7.9 4.3 14.2 Approach LOS A A B Queue Length 50th(ft) 25 3 58 9 0 Queue Length 95th (ft) 48 11 126 28 15 Internal Link Dist(ft) 720 656 640 Turn Bay Length (ft) Base Capacity(vph) 1962 813 1311 620 572- Webster Plaza, South Windsor, CT 5/25/2006 2006 Existing AM Peak Hour Traffic Synchro 6 Report BUBARIS TRAFFIC ASSOCIATES Page 1 Lanes, Volumes, Timings 1: Ellington Road &Town Shopping Center Drive 5/25/2006 Lane Group EBT EBR WBL WBT NBL NBR Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.17 0.06 0.48 0.06 0.05 Intersection Summary Area Type: Other Cycle Length: 68.1 Actuated Cycle Length:41.1 Natural Cycle: 45 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.42 Intersection Signal Delay:6.0 Intersection LOS:A Intersection Capacity Utilization 41.1% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: Ellington Road &Town Shopping Center Drive a1 s2 04 Webster Plaza, South Windsor, CT 5/25/2006 2006 Existing AM Peak Hour Traffic Synchro 6 Report BUBARIS TRAFFIC ASSOCIATES Page 2 HCM Unsignalized Intersection Capacity Analysis 4: Ellington Road & Site Drive 5/25/2006 --► -V #,- .- 4- 4\ t l" I .� Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 + 41� 4 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 5 297 2 2 604 5 1 1 1 4 0 4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 5 323 2 2 657 5 1 1 1 4 0 4 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 800 pX, platoon unblocked 0.84 0.84 0.84 0.84 0.84 0.84 vC, conflicting volume 662 325 1003 1001 324 1000 999 659 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 597 325 1003 1001 324 1000 999 594 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage(s) tF(s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 99 100 99 99 100 98 100 99 cM capacity(veh/h) 822 1235 182 202 717 184 202 424 Direction, Lane# EB 1 WB 1 NB 1 SB 1 Volume Total 330 664 3 9 Volume Left 5 2 1 4 Volume Right 2 5 1 4 cSH 822 1235 253 256 Volume to Capacity 0.01 0.00 0.01 0.03 Queue Length 95th (ft) 0 0 1 3 Control Delay (s) 0.2 0.0 19.4 19.5 Lane LOS A A C C Approach Delay(s) 0.2 0.0 19.4 19.5 Approach LOS C C Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 43.2% ICU Level of Service A Analysis Period (min) 15 Webster Plaza, South Windsor, CT 5/25/2006 2006 Existing AM Peak Hour Traffic Synchro 6 Report BUBARIS TRAFFIC ASSOCIATES Page 1 Exhibit 19 Operational Analysis Worksheets 2006 Existing PM Peak Hour Traffic Volumes Lanes, Volumes, Timings 1: Ellington Road & Town Shopping Center Drive 5/25/2006 --► "Iv 41, r- 4\ /0 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations } Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector(ft) 50 50 50 50 50 Trailing Detector(ft) 0 0 0 0 0 Turning Speed (mph) 9 15 15 9 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.973 0.850 Fit Protected 0.950 0.950 Said. Flow(prot) 3444 0 1770 1863 1770 1583 Fit Permitted 0.233 0.950 Satd. Flow(perm) 3444 0 434 1863 1770 1583 Right Turn on Red Yes Yes Satd. Flow(RTOR) 46 170 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed(mph) 30 30 30 Link Distance(ft) 800 736 720 Travel Time (s) 18.2 16.7 16.4 Volume(vph) 619 136 77 328 101 156 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow(vph) 673 148 84 357 110 170 Lane Group Flow(vph) 821 0 84 357 110 170 Turn Type custom custom Protected Phases 1 1 4 4 Permitted Phases 2 2 2 4 4 Detector Phases 2 1 1 4 4 Minimum Initial(s) 15.0 4.0 4.0 5.0 5.0 Minimum Split(s) 23.6 8.0 8.0 9.5 9.5 Total Split(s) 31.6 0.0 12.0 12.0 24.5 24.5 Total Split(%) 46.4% 0.0% 17.6% 17.6% 36.0% 36.0% Yellow Time (s) 4.3 3.0 3.0 3.0 3.0 All-Red Time (s) 3.3 1.0 1.0 1.5 1.5 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode Min None None None None Act Effct Green (s) 22.3 30.0 35.4 9.0 9.0 Actuated g/C Ratio 0.46 0.62 0.73 0.18 0.18 v/c Ratio 0.51 0.18 0.26 0.35 0.40 Control Delay 11.2 4.5 4.3 22.6 7.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 11.2 4.5 4.3 22.6 7.4 LOS B A A C A Approach Delay 11.2 4.3 13.4 Approach LOS B A B Queue Length 50th (ft) 83 7 33 28 0 Queue Length 95th (ft) 144 21 78 72 42 Internal Link Dist(ft) 720 656 640 Turn Bay Length (ft) Base Capacity (vph) 1807 495 1270 588 640 Webster Plaza, South Windsor, CT 5/25/2006 2006 Existing PM Peak Hour Traffic Synchro 6 Report BUBARIS TRAFFIC ASSOCIATES Page 1 Lanes, Volumes, Timings 1: Ellington Road &Town Shopping Center Drive 5/25/2006 --p. N #1' 4% 1A" Lane Group EBT EBR WBL WBT NBL NBR Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.45 0.17 0.28 0.19 0.27 Intersection Summary Area Type: Other Cycle Length: 68.1 Actuated Cycle Length:48.6 Natural Cycle:45 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.51 Intersection Signal Delay: 9.6 Intersection LOS:A Intersection Capacity Utilization 41.3% ICU Level of Service A Analysis Period(min) 15 Splits and Phases: 1: Ellington Road &Town Shopping Center Drive s� �� m4 mm�" Webster Plaza, South Windsor, CT 5/25/2006 2006 Existing PM Peak Hour Traffic Synchro 6 Report BUBARIS TRAFFIC ASSOCIATES Page 2 HCM Unsignaiized Intersection Capacity Analysis 4: Ellington Road & Site Drive 5/25/2006 + Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 + + + Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 6 736 2 1 417 11 0 0 6 13 0 7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 7 800 2 1 453 12 0 0 7 14 0 8 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 800 pX, platoon unblocked vC, conflicting volume 465 802 1283 1282 801 1282 1277 459 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 465 802 1283 1282 801 1282 1277 459 tC,single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC,2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free% 99 100 100 100 98 90 100 99 cM capacity(veh/h) 1096 821 139 164 384 139 165 602 Direction, Lane# EB 1 WB 1 NB 1 SB 1 Volume Total 809 466 7 22 Volume Left 7 1 0 14 Volume Right 2 12 7 8 cSH 1096 821 384 190 Volume to Capacity 0.01 0.00 0.02 0.11 Queue Length 95th (ft) 0 0 1 10 Control Delay(s) 0.2 0.0 14.5 26.4 Lane LOS A A B D Approach Delay(s) 0.2 0.0 14.5 26.4 Approach LOS B D Intersection Summary Average Delay 0.6 Intersection Capacity Utilization 57.8% ICU Level of Service B Analysis Period (min) 15 Webster Plaza, South Windsor, CT 5/25/2006 2006 Existing PM Peak Hour Traffic Synchro 6 Report BUBARIS TRAFFIC ASSOCIATES Page 1 Exhibit 20 Operational Analysis Worksheets 2006 Existing Saturday Mid-Day Peak Hour Traffic Volumes Lanes, Volumes, Timings 1: Ellington Road & Town Shopping Center Drive 5/25/2006 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations 0 1 + I r Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector(ft) 50 50 50 50 50 Trailing Detector(ft) 0 0 0 0 0 Turning Speed(mph) 9 15 15 9 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.964 0.850 Fit Protected 0.950 0.950 Satd. Flow(prot) 3412 0 1770 1863 1770 1583 Fit Permitted 0.370 0.950 Satd. Flow(perm) 3412 0 689 1863 1770 1583 Right Turn on Red Yes Yes Satd. Flow(RTOR) 74 162 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed (mph) 30 30 30 Link Distance (ft) 800 736 720 Travel Time (s) 18.2 16.7 16.4 Volume (vph) 402 126 86 390 112 149 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow(vph) 437 137 93 424 122 162 Lane Group Flow(vph) 574 0 93 424 122 162 Turn Type custom custom Protected Phases 1 1 4 4 Permitted Phases 2 2 2 4 4 Detector Phases 2 1 1 4 4 Minimum Initial (s) 15.0 4.0 4.0 5.0 5.0 Minimum Split(s) 23.6 8.0 8.0 9.5 9.5 Total Split(s) 31.6 0.0 12.0 12.0 24.5 24.5 Total Split(%) 46.4% 0.0% 17.6% 17.6% 36.0% 36.0% Yellow Time (s) 4.3 3.0 3.0 3.0 3.0 All-Red Time (s) 3.3 1.0 1.0 1.5 1.5 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode Min None None None None Act Effct Green (s) 19.6 27.3 32.5 9.1 9.1 Actuated g/C Ratio 0.43 0.59 0.71 0.19 0.19 v/c Ratio 0.38 0.16 0.32 0.36 0.38 Control Delay 10.0 4.6 5.0 20.4 6.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 10.0 4.6 5.0 20.4 6.6 LOS A A A C A Approach Delay 10.0 4.9 12.5 Approach LOS A A B Queue Length 50th (ft) 49 8 42 30 0 Queue Length 95th (ft) 92 23 98 69 37 Internal Link Dist(ft) 720 656 640 Tum Bay Length (ft) Base Capacity(vph) 1799 603 1234 613 654 Webster Plaza, South Windsor, CT 5/25/2006 2006 Existing Saturday Peak Hour Traffic Synchro 6 Report BUBARIS TRAFFIC ASSOCIATES Page 1 Lanes, Volumes, Timings 1: Ellington Road & Town Shopping Center Drive 5/25/2006 —► �`i► i� �-- 4% 1 Lane Group EBT EBR WBL WBT NBL NBR Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.32 0.15 0.34 0.20 0.25 Intersection Summary Area Type: Other Cycle Length: 68.1 Actuated Cycle Length:45.9 Natural Cycle:45 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.38 Intersection Signal Delay: 8.6 Intersection LOS:A Intersection Capacity Utilization 36.1% ICU Level of Service A Analysis Period(min) 15 Splits and Phases: 1: Ellington Road &Town Shopping Center Drive 01 m2 ®4 Webster Plaza,South Windsor,CT 5/25/2006 2006 Existing Saturday Peak Hour Traffic Synchro 6 Report BUBARIS TRAFFIC ASSOCIATES Page 2 HCM Unsignalized Intersection Capacity Analysis 4: Ellington Road & Site Drive 5/25/2006 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations chi 4 4 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 4 512 12 16 481 5 14 0 16 5 0 3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 4 557 13 17 523 5 15 0 17 5 0 3 Pedestrians Lane Width (fit) Walking Speed (ft/s) Percent Blockage Right turn flare(veh) Median type None None Median storage veh) Upstream signal (ft) 800 pX, platoon unblocked 0.98 0.98 0.98 0.98 0.98 0.98 vC, conflicting volume 528 570 1135 1135 563 1149 1139 526 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 519 570 1138 1138 563 1152 1141 516 tC, single(s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free% 100 98 91 100 97 97 100 99 cM capacity(veh/h) 1027 1003 171 193 526 163 192 548 Direction, Lane# EB 1 WB 1 NB 1 SB 1 Volume Total 574 546 33 9 Volume Left 4 17 15 5 Volume Right 13 5 17 3 cSH 1027 1003 267 221 Volume to Capacity 0.00 0.02 0.12 0.04 Queue Length 95th (ft) 0 1 10 3 Control Delay(s) 0.1 0.5 20.3 22.0 Lane LOS A A C C Approach Delay(s) 0.1 0.5 20.3 22.0 Approach LOS C C Intersection Summary Average Delay 1.0 Intersection Capacity Utilization 46.2% ICU Level of Service A Analysis Period (min) 15 Webster Plaza, South Windsor, CT 5/25/2006 2006 Existing Saturday Peak Hour Traffic Synchro 6 Report BUBARIS TRAFFIC ASSOCIATES Pagel Exhibit 21 Operational Analysis Worksheets p 2008 Background AM Peak Hour Traffic Volumes Lanes, Volumes, Timings 1: Ellington Road & Town Shopping Center Drive 5/25/2006 -1• N fir - 4% A* Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations ft I } I r Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector(ft) 50 50 50 50 50 Trailing Detector(ft) 0 0 0 0 0 Turning Speed(mph) 9 15 15 9 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 Fit 0.983 0.850 Fit Protected 0.950 0.950 Satd. Flow(prot) 3479 0 1770 1863 1770 1583 Fit Permitted 0.538 0.950 Satd. Flow(perm) 3479 0 1002 1863 1770 1583 Right Turn on Red Yes Yes Satd. Flow(RTOR) 25 28 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed(mph) 30 30 30 Link Distance (ft) 800 736 720 Travel Time(s) 18.2 16.7 16.4 Volume (vph) 277 36 47 598 37 26 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow(vph) 301 39 51 650 40 28 Lane Group Flow(vph) 340 0 51 650 40 28 Turn Type custom custom Protected Phases 1 1 4 4 Permitted Phases 2 2 2 4 4 Detector-Phases 2 1 1 4 4 Minimum initial (s) 15.0 4.0 4.0 5.0 5.0 Minimum Split(s) 23.6 8.0 8.0 9.5 9.5 Total Split(s) 31.6 0.0 12.0 12.0 24.5 24.5 Total Split(%) 46.4% 0.0% 17.6% 17.6% 36.0% 36.0% Yellow Time(s) 4.3 3.0 3.0 3.0 3.0 All-Red Time (s) 3.3 1.0 1.0 1.5 1.5 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode Min None None None None Act Effc t Green (s) 19.1 26.6 32.7 7.0 7.0 Actuated g/C Ratio 0.46 0.65 0.80 0.16 0.16 v/c Ratio 0.21 0.06 0.44 0.14 0.10 Control Delay 8.0 3.1 4.5 17.8 8.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 8.0 3.1 4.5 17.8 8.8 LOS A A A B A Approach Delay 8.0 4.4 14.1 Approach LOS A A B Queue Length 50th (ft) 26 3 62 9 0 Queue Length 95th (ft) 50 11 134 29 16 Internal Link Dist(ft) 720 656 640 Turn Bay Length(ft) Base Capacity(vph) 1961 804 1311 620 572 Webster Plaza, South Windsor, CT 5/25/2006 2008 Background AM Peak Hour Traffic Synchro 6 Report BUBARIS TRAFFIC ASSOCIATES Pagel Lanes, Volumes, Timings 1: Ellington Road &Town Shopping Center Drive 5/25/2006 Lane Group EBT EBR WBL WBT NBL NBR Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.17 0.06 0.50 0.06 0.05 Intersection Summary Area Type: Other Cycle Length:68.1 Actuated Cycle Length: 41.1 Natural Cycle:45 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.44 Intersection Signal Delay:6.1 Intersection LOS:A Intersection Capacity Utilization 42.3% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: Ellington Road &Town Shopping Center Drive �1 02 lt' e4 Webster Plaza, South Windsor, CT 5/25/2006 2008 Background AM Peak Hour Traffic Synchro 6 Report BUBARIS TRAFFIC ASSOCIATES Page 2 HCM Unsignalized Intersection Capacity Analysis 4: Ellington Road & Site Drive 5/25/2006 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + + + Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 5 309 2 2 628 5 1 0 1 4 0 4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 5 336 2 2 683 5 1 0 1 4 0 4 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage g Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 800 pX, platoon unblocked 0.81 0.81 0.81 0.81 0.81 0.81 vC, conflicting volume 688 338 1042 1040 337 1039 1039 685 vC1,stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 616 338 1052 1050 337 1048 1048 613 tC,single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC,2 stage (s) tF(s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free% 99 100 99 100 100 97 100 99 cM capacity(veh/h) 783 1221 163 183 705 166 184 400 Direction, Lane# EB 1 WB 1 NB 1 SB 1 Volume Total 343 690 2 9 Volume Left 5 2 1 4 Volume Right 2 5 1 4 cSH 783 1221 265 235 Volume to Capacity 0.01 0.00 0.01 0.04 Queue Length 95th (ft) 1 0 1 3 Control Delay(s) 0.2 0.0 18.7 20.9 Lane LOS A A C C Approach Delay(s) 0.2 0.0 18.7 20.9 Approach LOS C C Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 44.4% ICU Level of Service A Analysis Period (min) 15 Webster Plaza, South Windsor, CT 5/25/2006 2008 Background AM Peak Hour Traffic Synchro 6 Report BUBARIS TRAFFIC ASSOCIATES Page 1 Exhibit 22 Operational Analysis Worksheets 2008 Background PM Peak Hour Traffic Volumes Lanes, Volumes, Timings 1: Ellington Road & Town Shopping Center Drive 5/25/2006 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations +tt I + I r Ideal Flow(vphpi) 1900 1900 1900 1900 1900 1900 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector(ft) 50 50 50 50 50 Trailing Detector(ft) 0 0 0 0 0 Turning Speed(mph) 9 15 15 9 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.973 0.850 Fit Protected 0.950 0.950 Satd. Flow(prot) 3444 0 1770 1863 1770 1583 Fit Permitted 0.218 0.950 Satd. Flow(perm) 3444 0 406 1863 1770 1583 Right Turn on Red Yes Yes Satd. Flow(RTOR) 46 176 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed(mph) 30 30 30 Link Distance(ft) 800 736 720 Travel Time(s) 18.2 16.7 16.4 Volume(vph) 644 141 80 341 105 162 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow(vph) 700 153 87 371 114 176 Lane Group Flow(vph) 853 0 87 371 114 176 Turn Type custom custom Protected Phases 1 1 4 4 Permitted Phases 2 2 2 4 4 Detector Phases 2 1 1 4 4 Minimum Initial (s) 15.0 4.0 4.0 5.0 5.0 Minimum Split(s) 23.6 8.0 8.0 9.5 9.5 Total Split(s) 31.6 0.0 12.0 12.0 24.5 24.5 Total Split (%) 46.4% 0.0% 17.6% 17.8% 36.0% 36.0% Yellow Time(s) 4.3 3.0 3.0 3.0 3.0 All-Red Time(s) 3.3 1.0 1.0 1.5 1.5 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode Min None None None None Act Effct Green (s) 22.8 30.5 35.9 9.1 9.1 Actuated g/C Ratio 0.46 0.62 0.73 0.18 0.18 v/c Ratio 0.53 0.19 0.27 0.36 0.41 Control Delay 11.4 4.6 4.4 23.0 7.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 11.4 4.6 4.4 23.0 7.4 LOS B A A C A Approach Delay 11.4 4.4 13.5 Approach LOS B A B Queue Length 50th (ft) 89 7 36 31 0 Queue Length 95th (ft) 162 22 83 74 42 Internal Link Dist(ft) 720 656 640 Turn Bay Length (ft) Base Capacity(vph) _ 1801 481_ 1273 _584 640 Webster Plaza, South Windsor, CT 5/25/2006 2008 Background PM Peak Hour Traffic Synchro 6 Report BUBARIS TRAFFIC ASSOCIATES Page 1 Lanes, Volumes, Timings 1: Ellington Road & Town Shopping Center Drive 5/25/2006 -0. "1** �' 'N 111' Lane Group EBT EBR WBL WBT NBL NBR Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.47 0.18 0.29 0.20 0.28 Intersection Summary Area Type: Other Cycle Length: 68.1 Actuated Cycle Length:49.2 Natural Cycle: 45 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.53 Intersection Signal Delay: 9.8 Intersection LOS:A Intersection Capacity Utilization 42.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: Ellington Road&Town Shopping Center Drive �1 e2 m4 Webster Plaza, South Windsor, CT 5/25/2006 2008 Background PM Peak Hour Traffic Synchro 6 Report BUBARIS TRAFFIC ASSOCIATES Page 2 HCM Unsignalized Intersection Capacity Analysis 4: Ellington Road & Site Drive 5/25/2006 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 4 4� Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 6 765 2 1 434 11 1 0 6 14 0 7 Pe ak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.9 2 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 7 832 2 1 472 12 1 0 7 15 0 8 Pedestrians Lane Width (ft) Walking Speed(ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 800 pX, platoon unblocked vC, conflicting volume 484 834 1333 1332 833 1332 1327 478 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 484 834 1333 1332 833 1332 1327 478 tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF(s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free% 99 10 0 99 100 98 88 100 99 cM capacity(veh/h) 1079 799 129 153 369 12$ 154 588 Direction, Lane# EB 1 WB 1 NB 1 SB 1 Volume Total 840 485 8 23 Volume Left 7 1 1 15 Volume Right 2 12 7 8 cSH 1079 799 291 173 Volume to Capacity 0.01 0.00 0.03 0.13 Queue Length 95th (ft) 0 0 2 11 Control Delay(s) 0.2 0.0 17.7 28.9 Lane LOS A A C D Approach Delay(s) 0.2 0.0 17.7 28.9 Approach LOS C D Intersection Summary Average Delay 0.7 Intersection Capacity Utilization 55.6% ICU Level of Service B Analysis Period (min) 15 Webster Plaza, South Windsor, CT 5/25/2006 2008 Background PM Peak Hour Traffic Synchro 6 Report BUBARIS TRAFFIC ASSOCIATES Page 1 Exhibit 23 Operational Analysis Worksheets 2008 Background Saturday Mid-Day Peak Hour Traffic Volumes Lanes, Volumes, Timings 1: Ellington Road & Town Shopping Center Drive 5/25/2006 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations ft I f I r Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector(ft) 50 50 50 50 50 Trailing Detector(ft) 0 0 0 0 0 Turning Speed(mph) 9 15 15 9 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.964 0.850 Fit Protected 0.950 0.950 Satd. Flow(prot) 3412 0 1770 1863 1770 1583 Fit Permitted 0.356 0.950 Satd. Flow(perm) 3412 0 663 1863 1770 1583 Right Turn on Red Yes Yes Satd. Flow(RTOR) 73 168 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed(mph) 30 30 30 Link Distance (ft) 800 736 720 Travel Time(s) 18.2 16.7 16.4 Volume(vph) 418 131 89 406 116 155 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow(vph) 454 142 97 441 126 168 Lane Group Flow(vph) 596 0 97 441 126 168 Turn Type custom custom Protected Phases 1 1 4 4 Permitted Phases 2 2 2 4 4 Detector Phases 2 1 1 4 4 Minimum Initial (s) 15.0 4.0 4.0 5.0 5.0 Minimum Split(s) 23.6 8.0 8.0 9.5 9.5 Total Split(s) 31.6 0.0 12.0 12.0 24.5 24.5 Total Split(%) 46.4% 0.0% 17.6% 17.8% 36.0% 36.0% Yellow Time(s) 4.3 3.0 3.0 3.0 3.0 All-Red Time(s) 3.3 1.0 1.0 1.5 1.5 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode Min None None None None Act Effct Green (s) 19.9 27.6 32.9 9.2 9.2 Actuated g/C Ratio 0.43 0.59 0.71 0.19 0.19 v/c Ratio 0.40 0.17 0.33 0.37 0.38 Control Delay 10.1 4.7 5.1 20.8 6.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 10.1 4.7 5.1 20.8 6.6 LOS B A A C A Approach Delay 10.1 5.0 12.7 Approach LOS B A B Queue Length 50th (ft) 52 8 45 31 0 Queue Length 95th(ft) 96 24 105 74 38 Internal Link Dist(ft) 720 656 640 Turn Bay Length (ft) Base Capacity(vph) 1794 --590 1235 -610 - 656 Webster Plaza, South Windsor, CT 5/25/2006 2008 Background Saturday Peak Hour Traffic Synchro 6 Report BUBARIS TRAFFIC ASSOCIATES Page 1 Lanes, Volumes, Timings 1: Ellington Road &Town Shopping Center Drive 5/25/2006 Lane Group EBT EBR WBL WBT NBL NBR Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.33 0.16 0.36 0.21 0.26 Intersection Summary Area Type: Other Cycle Length:68.1 Actuated Cycle Length:46.4 Natural Cycle: 45 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.40 Intersection Signal Delay: 8.7 Intersection LOS:A Intersection Capacity Utilization 37.1% ICU Level of Service A Analysis Period(min) 15 Splits and Phases: 1: Ellington Road&Town Shopping Center Drive �1I o2 lr'1 M4 Webster Plaza, South Windsor, CT 5/25/2006 2008 Background Saturday Peak Hour Traffic Synchro 6 Report BUBARIS TRAFFIC ASSOCIATES Page 2 HCM Unsignalized Intersection Capacity Analysis 4: Ellington Road & Site Drive 5/25/2006 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume (veh/h) 4 532 12 17 500 5 15 0 17 5 0 3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 4 578 13 18 543 5 16 0 18 5 0 3 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare(veh) Median type None None Median storage veh) Upstream signal (ft) 880 pX, platoon unblocked 0.96 0.96 0.96 0.96 0.96 0.96 vC, conflicting volume 549 591 1180 1179 585 1195 1183 546 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 531 591 1187 1186 585 1203 1190 529 tC,single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3. p0 queue free % 100 98 90 100 96 96 100 99 cM capacity(veh/h) 997 984 155 177 511 147 176 529 Direction, Lane# EB 1 WB 1 NB 1 SB 1 Volume Total 596 567 35 9 Volume Left 4 18 16 5 Volume Right 13 5 18 3 cSH 997 984 247 202 Volume to Capacity 0.00 0.02 0.14 0.04 Queue Length 95th (ft) 0 1 12 3 Control Delay(s) 0.1 0.5 22.0 23.7 Lane LOS A A C C Approach Delay(s) 0.1 0.5 22.0 23.7 Approach LOS C C Intersection Summary Average Delay 1.1 Intersection Capacity Utilization 48.0% ICU Level of Service A Analysis Period (min) 15 Webster Plaza, South Windsor, CT 5/25/2006 2008 Background Saturday Peak Hour Traffic Synchro 6 Report BUBARIS TRAFFIC ASSOCIATES Page 1 Exhibit 24 Operational Analysis Worksheets 2008 Combined AM Peak Hour Traffic Volumes HCM Unsignalized Intersection Capacity Analysis 4: Ellington Road & Site Drive 5/8/2007 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 4 4 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume(veh/h) 23 309 2 2 628 22 1 1 1 8 1 7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 25 336 2 2 683 24 1 1 1 9 1 8 Pedestrians Lane Width(ft) Walking Speed(ft/s) Percent Blockage Right turn flare(veh) Median type None None Median storage veh) Upstream signal (ft) 800 pX, platoon unblocked 0.79 0.79 0.79 0.79 0.79 0.79 vC, conflicting volume 707 338 1094 1098 337 1088 1087 695 vC 1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 629 338 1119 1124 337 1111 1110 614 tC, single(s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage(s) tF(s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free% 97 100 99 99 100 94 99 98 cM capacity(veh/h) 754 1221 138 157 705 143 160 389 Direction, Lane# EB 1 WB 1 NB 1 SB 1 Volume Total 363 709 3 17 Volume Left 25 2 1 9 Volume Right 2 24 1 8 cSH 754 1221 200 199 Volume to Capacity 0.03 0.00 0.02 0.09 Queue Length 95th(ft) 3 0 1 7 Control Delay(s) 1.1 0.0 23.3 24.8 Lane LOS A A C C Approach Delay(s) 1.1 0.0 23.3 24.8 Approach LOS C C Intersection Summary Average Delay 0.9 Intersection Capacity Utilization 44.9% ICU Level of Service A Analysis Period(min) 15 Webster Plaza, South Windsor, CT 5/7/2007 2008 Combined AM Peak Hour Traffic Synchro 6 Report Bubaris Traffic Associates Page 1 Lanes, Volumes, Timings 1: Ellington Road & Town Shopping Center Drive 5/8/2007 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations 0 1 # I f Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector(ft) 50 50 50 50 50 Trailing Detector(ft) 0 0 0 0 0 Turning Speed(mph) 9 15 15 9 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.983 0.850 Fit Protected 0.950 0.950 Satd. Flow(prot) 3479 0 1770 1863 1770 1583 Fit Permitted 0.531 0.950 Satd. Flow(perm) 3479 0 989 1863 1770 1583 Right Turn on Red Yes Yes Satd. Flow(RTOR) 24 28 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed(mph) 30 30 30 Link Distance(ft) 800 736 720 Travel Time(s) 18.2 16.7 16.4 Volume(vph) 285 36 47 620 37 26 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow(vph) 310 39 51 674 40 28 Lane Group Flow(vph) 349 0 51 674 40 28 Turn Type custom custom Protected Phases 1 1 4 4 Permitted Phases 2 2 2 4 4 Detector Phases 2 1 1 4 4 Minimum Initial (s) 15.0 4.0 4.0 5.0 5.0 Minimum Split(s) 23.6 8.0 8.0 9.5 9.5 Total Split(s) 31.6 0.0 12.0 12.0 24.5 24.5 Total Split(%) 46.4% 0.0% 17.6% 17.6% 36.0% 36.0% Yellow Time(s) 4.3 3.0 3.0 3.0 3.0 All-Red Time(s) $.3 1.0 1.0 1.5 1.5 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode Min None None None None Act Effct Green(s) 19.1 26.7 32.7 7.0 7.0 Actuated g/C Ratio 0.46 0.65 0.80 0.15 0.15 v/c Ratio 0.21 0.06 0.45 0.14 0.10 Control Delay 8.1 3.1 4.6 17.8 8.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 8.1 3.1 4.6 17.8 8.8 LOS A A A B A Approach Delay 8.1 4.5 14.1 Approach LOS A A B Queue Length 50th(ft) 27 3 66 9 0 Queue Length 95th(ft) 52 11 142 29 16 Internal Link Dist(ft) 720 656 640 Turn Bay Length(ft) Base Capacity(vph) 1959 798 1311 619 572 Webster Plaza, South Windsor, CT 5/7/2007 2008 Combined AM Peak Hour Traffic Synchro 6 Report Bubaris Traffic Associates Page 1 Lanes, Volumes, Timings 1: Ellington Road & Town Shopping Center Drive 5/8/2007 —• `1t ,' 4— 4� /' Lane Group EBT EBR WBL WBT NBL NBR Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.18 0.06 0.51 0.06 0.05 Intersection Summary Area Type: Other Cycle Length: 68.1 Actuated Cycle Length: 41.1 Natural Cycle: 45 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.45 Intersection Signal Delay: 6.2 Intersection LOS:A Intersection Capacity Utilization 43.5% ICU Level of Service A Analysis Period(min) 15 Splits and Phases: 1: Ellington Road&Town Shopping Center Drive 01 4P 02 4 04 Webster Plaza, South Windsor, CT 5/7/2007 2008 Combined AM Peak Hour Traffic Synchro 6 Report Bubaris Traffic Associates Page 2 Exhibit 25 Operational Analysis Worksheets 2008 Combined PM Peak Hour Traffic Volumes HCM Unsignalized Intersection Capacity Analysis 4: Ellington Road & Site Drive 5/8/2007 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 Sign Control Free Free StopStop to Grade 0% 0% 0% 0% Volume(veh/h) 19 765 2 1 434 18 1 1 6 49 1 48 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 21 832 2 1 472 20 1 1 7 53 1 52 Pedestrians Lane Width (ft) Walking Speed(ft/s) Percent Blockage Right turn flare(veh) Median type None None Median storage veh) Upstream signal(ft) B00 pX, platoon unblocked vC, conflicting volume 491 834 1410 1367 833 1365 1359 482 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 491 834 1410 1367 833 1365 1359 482 tC, single(s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2 stage(s) tF(s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free% 98 100 99 99 98 56 99 91 cM capacity(veh/h) 1072 799 103 144 369 120 146 585 Direction, Lane# EB 1 WB 1 NB 1 SB 1 Volume Total 854 492 9 107 Volume Left 21 1 1 53 Volume Right 2 20 7 52 cSH 1072 799 243 197 Volume to Capacity 0.02 0.00 0.04 0.54 Queue Length 95th(ft) 1 0 3 71 Control Delay(s) 0.5 0.0 20.4 43.0 Lane LOS A A C E Approach Delay(s) 0.5 0.0 20.4 43.0 Approach LOS C E Intersection Summary Average Delay 3.6 Intersection Capacity Utilization 73.8% ICU Level of Service D Analysis Period(min) 15 Webster Plaza, South Windsor, CT 5/7/2007 2008 Combined PM Peak Hour Traffic Synchro 6 Report Bubaris Traffic Associates Pagel Lanes, Volumes, Timings 1: Ellington Road & Town Shopping Center Drive 5/8/2007 Lane Group EBT BBR WBL WBT NBL NBR Lane Configurations 41b I + 4 It Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector(ft) 50 50 50 50 50 Trailing Detector(ft) 0 0 0 0 0 Turning Speed(mph) 9 15 15 9 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.975 0.850 Flt Protected 0.950 0.950 Satd. Flow(prot) 3451 0 1770 1863 1770 1583 Flt Permitted 0.194 0.950 Satd. Flow(perm) 3451 0 361 1863 1770 1583 Right Turn on Red Yes Yes Satd. Flow(RTOR) 42 176 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed Pe (mph) 30 30 30 Link Distance(ft) 800 736 720 Travel Time (s) 18.2 16.7 16.4 Volume(vph) 693 141 80 359 105 162 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow(vph) 753 153 87 390 114 176 Lane Group Flow(vph) 906 0 87 390 114 176 Turn Type custom custom Protected Phases 1 1 4 4 Permitted Phases 2 2 2 4 4 Detector Phases 2 1 1 4 4 Minimum Initial (s) 15.0 4.0 4.0 5.0 5.0 Minimum Split(s) 23.6 8.0 8.0 9.5 9.5 Total Split(s) 31.6 0.0 12.0 12.0 24.5 24.5 Total Split(%) 46.4% 0.0% 17.6% 17.6% 36.0% 36.0% Yellow Time(s) 4.3 3.0 3.0 3.0 3.0 All-Red Time(s) 3.3 1.0 1.0 1.5 1.5 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode Min None None None None Act Effct Green(s) 23.5 31.2 36.7 9.2 9.2 Actuated g/C Ratio 0.47 0.62 0.73 0.18 0.18 v/c Ratio 0.55 0.20 0.29 0.37 0.42 Control Delay11.7 4.7 4.4 23.5 7.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 11.7 4.7 4.4 23.5 7.4 LOS B A A C A Approach Delay 11.7 4.5 13.8 Approach LOS B A B Queue Length 50th(ft) 97 7 38 31 0 Queue Length 95th (ft) 165 22 88 74 42 Internal Link Dist(ft) 720 656 640 Turn Bay Length (ft) Base Capacity(vph) 1801 459 1280 577 635 Webster Plaza, South Windsor, CT 5/7/2007 2008 Combined PM Peak Hour Traffic Synchro 6 Report Bubaris Traffic Associates Page 1 Lanes, Volumes, Timings 1: Ellington Road & Town Shopping Center Drive 5/8/2007 Lane Group EBT EBR WBL WBT NBL NBR Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.50 0.19 0.30 0.20 0.28 Intersection Summary Area Type; Other Cycle Length: 68.1 Actuated Cycle Length: 50 Natural Cycle: 45 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0,55 Intersection Signal Delay: 10.0 Intersection LOS:A Intersection Capacity Utilization 43.9% ICU Level of Service A Analysis Period(min) 15 Splits and Phases: 1: Ellington Road&Town Shopping Center Drive �f 01 02 04 Webster Plaza, South Windsor, CT 5/7/2007 2008 Combined PM Peak Hour Traffic Synchro 6 Report Bubaris Traffic Associates Page 2 Exhibit 26 Operational Analysis Worksheets 2008 Combined Saturday Mid-Day Peak Hour Traffic Volumes HCM Unsignalized Intersection Capacity Analysis 4: Ellington Road & Site Drive 5/8/2007 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 144 4 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume(veh/h) 14 532 12 17 500 14 15 1 17 13 1 13 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 15 578 13 18 543 15 16 1 18 14 1 14 Pedestrians Lane Width(ft) Walking Speed(ft/s) Percent Blockage Right turn flare(veh) Median type None None Median storage veh) Upstream signal(ft) 800 pX, platoon unblocked 0.95 0.95 0.95 0.95 0.95 0.95 vC, conflicting volume 559 591 1218 1211 585 1222 1210 551 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 538 591 1228 1221 585 1233 1220 530 tC, single(s) 4.1 4.1 7.1 6,5 6.2 7.1 6.5 6.2 tC, 2 stage (s) tF(s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free% 98 98 88 99 96 90 89 97 cM capacity(veh/h) 984 984 139 166 511 137 166 524 Direction, Lane# EB 1 WB 1 NB 1 SB 1 Volume Total 607 577 36 29 Volume Left 15 18 16 14 Volume Right 13 15 18 14 cSH 984 984 225 215 Volume to Capacity 0.02 0.02 0.16 0.14 Queue Length 95th (ft) 1 1 14 12 Control Delay(s) 0.4 0.5 24.0 24.4 Lane LOS A A C C Approach Delay(s) 0.4 0.5 24,0 24.4 Approach LOS C C Intersection Summary Average Delay 1.7 Intersection Capacity Utilization 45.1% ICU Level of Service A Analysis Period(min) 15 Webster Plaza, South Windsor, CT 5/7/2007 2008 Combined Saturday Peak Hour Traffic Synchro 6 Report Bubaris Traffic Associates Page 1 Lanes, Volumes, Timings 1: Ellington Road & Town Shopping Center Drive 5/8/2007 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations I f I ff Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector(ft) 50 50 50 50 50 Trailing Detector(ft) 0 0 0 0 0 Turning Speed(mph) 9 15 15 9 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.965 0.850 Fit Protected 0.950 0.950 Satd. Flow(prat) 3415 0 1770 1863 1770 1583 Fit Permitted 0.348 0.950 Satd. Flow(perm) 3415 0 648 1863 1770 1583 Right Turn on Red Yes Yes Satd. Flow(RTOR) 71 168 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed(mph) 30 30 30 Link Distance(ft) 800 736 720 Travel Time(s) 18.2 16.7 16.4 Volume(vph) 431 131 89 420 116 155 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow(vph) 468 142 97 457 126 168 Lane Group Flow(vph) 610 0 97 457 126 168 Turn Type custom custom Protected Phases 1 1 4 4 Permitted Phases 2 2 2 4 4 Detector Phases 2 1 1 4 4 Minimum Initial(s) 15.0 4.0 4.0 5.0 5.0 Minimum Split(s) 23.6 8.0 8.0 9.5 9.5 Total Split(s) 31.6 0.0 12.0 12.0 24.5 24.5 Total Split(%) 46.4% 0.0% 17.6% 17.6% 36.0% 36.0% Yellow Time(s) 4.3 3.0 3.0 3.0 3.0 All-Red Time(s) 3.3 1.0 1.0 1.5 1.5 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode Min None None None None Act Effct Green (s) 20.1 27.7 33.0 9.2 9.2 Actuated g/C Ratio 0.43 0.60 0.71 0.19 0.19 v/c Ratio 0.40 0.17 0.35 0.38 0.38 Control Delay 10.2 4.7 5.2 20.9 6.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 10.2 4.7 5.2 20.9 6.7 LOS B A A C A Approach Delay 10.2 5.1 12.8 Approach LOS B A B Queue Length 50th (ft) 54 8 47 31 0 Queue Length 95th (ft) 100 24 109 74 39 Internal Link Dist(ft) 720 656 640 Turn Bay Length (ft) Base Capacity(vph) 1795 584 1236 609 655 Webster Plaza, South Windsor, CT 5/7/2007 2008 Combined Saturday Peak Hour Traffic Synchro 6 Report Bubaris Traffic Associates Page 1 Lanes, Volumes, Timings 1: Ellington Road & Town Shopping Center Drive 5/8/2007 Lane Group EBT EBR WBL WBT NBL NBR Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.34 0.17 0.37 0.21 0.26 Intersection Summary Area Type: Other Cycle Length: 68.1 Actuated Cycle Length: 46.5 Natural Cycle: 45 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.40 Intersection Signal Delay: 8.8 Intersection LOS:A Intersection Capacity Utilization 37.5% ICU Level of Service A Analysis Period(min) 15 Splits and Phases: 1: Ellin ton Road&Town Shopping Center Drive Mr 01 144P 02 04 Webster Plaza, South Windsor, CT 5/7/2007 2008 Combined Saturday Peak Hour Traffic Synchro 6 Report Bubaris Traffic Associates Page 2 i Exhibit 27 Automatic Traffic Recorder Counts Ellington Road at Site Drive Connecticut Counts Inc. Page 1 Kensington, Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828-1693 South Windsor, Connecticut Site Code:901 Station ID: Eastbound Latitude:0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 04/15/06 * * * « # 01:00 * * k « * * « * * * * t x # * , k # t * * * 03:00 * * * « « # k * * « * « 0/�4:�00/� * * * « * * # R * t 05:00 * * f 06:00 * * * k # * t * * « 07:00 * * t # * * « t x * * * * t « « 08:00 * x t « « 10:00 11 11 31 78 221 111 20 3 2 1 0 0 1 0 490 38 41 11:00 8 5 12 43 144 124 81 2 0 0 1 0 2 0 392 40 44 12 PM 2 2 9 37 161 119 30 3 1 1 1 3 0 0 369 40 44 13:00 7 1 6 43 131 120 28 3 1 0 1 1 0 14:00 4 2 7 0 342 40 48 43 121 120 36 3 1 0 1 0 1 0 344 40 44 15:00 6 0 8 26 139 118 44 3 0 0 1 0 1 0 346 40 44 16:00 9 2 3 16 119 101 42 6 1 1 0 0 1 0 301 41 45 17:00 5 2 8 24 79 107 30 3 0 1 0 1 0 0 260 40 44 18:00 6 2 5 25 86 95 42 2 0 0 0 1 0 0 264 41 44 19:00 0 1 5 20 59 70 24 3 0 1 0 0 0 0 183 41 44 20:00 2 1 2 23 37 47 25 3 0 0 1 0 0 0 141 42 45 21:00 0 0 0 9 45 55 30 5 0 0 0 0 0 0 144 43 45 22:00 0 0 1 2 12 24 12 5 1 0 0 0 0 0 57 44 48 23:00 0 0 0 3 7 22 13 2 0 0 2 0 0 0 49 44 Percent 1.6% Total 60 29 97 397 1361 1233 427 46 7 5 8 6 6 0 3682 47 AM 0.8% 2.6% 10.8% 37.0% 33.5% 11.6% 1.2% 0.2% 0.1% 0.2% 0.2% 0.2% 0.0%Peak 10:00 10:00 10:00 10:00 10:00 11:00 11:00 10:00 10:00 10:00 11:00 11:00 10:00 Vol. 11 11 31 78 221 124 51 3 2 1 1 2 490 Peak PM 16:00 12:00 12:00 14:00 12:00 13:00 15:00 16:00 12:00 12:00 23:00 12:00 14:00 12:00 Vol. 9 2 9 48 161 120 44 6 1 1 2 3 1 369 Connecticut Counts Inc. Page 2 Kensington, Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828-1693 Site Code:901 South Windsor,Connecticut Station ID: Eastbound Latitude:0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Peroent Percent 04/16/06 0 0 0 0 4 5 6 0 0 0 0 0 0 0 15 43 44 01:00 0 0 0 1 3 2 0 2 0 0 0 0 0 0 8 46 47 02:00 0 0 0 0 4 2 2 0 0 0 0 0 0 0 8 41 42 03:00 0 0 0 0 0 1 2 2 0 0 0 0 0 0 5 46 47 04:00 0 1 1 1 2 4 6 5 0 0 0 0 0 0 20 47 49 05:00 1 0 3 7 10 16 8 6 1 0 0 0 0 0 52 44 48 06:00 0 0 0 4 26 33 16 6 0 0 0 0 0 0 85 43 46 07:00 0 0 2 15 44 75 38 7 1 0 0 0 0 0 182 43 45 08:00 0 1 5 19 58 71 41 5 0 0 0 0 0 0 200 42 45 09:00 8 2 1 25 98 191 46 8 0 0 0 1 0 0 300 41 45 10:00 1 3 5 12 100 113 47 1 1 0 1 1 0 0 285 41 44 11:00 5 0 3 28 125 129 52 6 0 0 0 2 0 0 348 41 45 12 PM 3 2 3 17 97 93 29 9 0 1 0 0 0 0 254 41 45 13:00 4 2 2 15 71 86 33 8 0 0 0 2 1 0 224 42 45 14:00 5 0 0 12 48 79 63 2 1 0 0 0 0 0 210 43 45 15:00 0 0 1 12 64 83 59 5 1 0 0 1 0 0 226 43 45 16:00 4 1 0 11 59 92 38 11 1 0 0 0 0 0 217 43 46 17:00 1 2 4 9 68 75 45 10 1 1 0 0 0 0 216 43 46 18:00 5 0 2 16 51 71 51 6 0 0 0 0 0 0 202 43 45 19:00 1 0 1 1 33 43 32 7 0 0 0 0 0 0 118 44 46 20:00 0 1 0 1 16 36 22 4 1 0 0 0 0 0 81 44 46 21:00 0 0 0 0 6 12 9 8 1 0 0 0 0 0 36 47 49 22:00 0 1 0 1 5 13 3 3 0 0 0 0 0 0 26 44 47 23:00 0 0 0 0 3 2 10 1 0 1 0 0 0 0 17 45 46 Total 38 16 33 205 995 1247 658 122 9 3 1 7 1 0 3335 Percent 1.1% 0.5% 1.0% 6.1% 29.8% 37.4% 19.7% 3.7% 0.3% 0.1% 0.0% 0.2% 0.0% 0.0% AM 09:00 10:00 08:00 11:00 11:00 11:00 11:00 09:00 05:00 10:00 11:00 11:00 Peak Vol. 8 3 5 26 125 129 52 8 1 1 2 348 PM 14.00 Peak 12:00 17:00 12:00 12:00 12:00 14:00 16:00 14:00 12:00 13:00 13:00 12:00 Vol. 5 2 4 17 97 93 63 11 1 1 2 1 254 Connecticut Counts Inc. Page 3 Kensington, Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828-1693 Site Code:901 South Windsor,Connecticut Station ID: Eastbound Start 0 16 Latitude:0'0.000 Undefined 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 04/17/06 0 0 0 0 0 3 1 1 0 0 0 0 0 0 5 45 46 01:00 1 1 1 0 1 2 1 1 0 0 0 0 0 0 8 45 46 02:00 0 0 0 0 2 0 1 2 0 0 0 0 0 0 5 46 47 03:00 0 0 1 1 1 6 5 0 0 0 0 0 0 0 14 43 44 04:00 0 0 1 1 4 15 9 7 1 0 0 0 0 0 38 46 49 05:00 1 1 1 9 26 45 24 10 0 0 0 0 0 0 117 44 47 06:00 4 3 11 6 63 82 28 6 2 2 2 1 0 0 210 42 46 07:00 2 3 13 26 93 97 22 2 0 0 0 0 0 0 258 40 43 08:00 3 8 30 61 141 78 16 1 1 0 0 0 0 0 339 38 41 09:00 5 13 22 81 149 64 17 0 0 1 0 1 0 0 353 38 41 10:00 15 18 32 66 161 91 17 2 0 2 2 4 1 0 411 39 42 11:00 10 9 34 63 181 105 17 1 0 12 PM 8 13 35 67 144 119 26 2 0 1 3 2 1 0 427 39 41 13:00 3 5 23 0 1 0 0 0 415 39 . 42 66 185 90 29 3 0 0 0 1 2 0 407 39 43 14:00 12 10 26 72 196 135 30 5 3 0 1 0 1 0 491 39 43 15:00 15 4 44 111 255 178 27 3 1 1 0 2 2 0 543 39 41 16:00 3 5 16 78 180 170 30 3 0 1 0 1 1 0 488 39 42 17:00 3 3 6 32 103 118 40 6 0 0 1 0 1 0 313 41 44 18:00 1 0 5 19 62 78 16 5 0 1 0 0 1 0 188 40 45 19:00 0 0 5 6 44 53 14 5 0 0 0 0 0 0 127 40 45 20:00 0 0 1 6 24 30 16 8 1 0 0 0 0 0 87 44 48 21:00 0 0 2 1 9 27 21 1 0 0 0 0 0 0 61 43 45 22:00 0 0 0 1 5 21 12 3 0 0 0 0 0 0 42 44 46 23:00 0 0 0 0 2 3 3 2 0 1 0 0 0 0 11 46 47 Total 86 96 309 773 2031 1610 422 80 9 10 10 12 10 0 5458 Percent 1.6% 1.8% 5.7% 14.2% 37.2% 29.5% 7.7% 1.5% 0.2% 0.2% 0.2% 0.2% 0.2% 0.0% AM Peak 10:00 10:00 11:00 09:00 11:00 11:00 06:00 05:00 06:00 06:00 11:00 10:00 10:00 11:00 Vol. 15 18 34 81 181 105 28 10 2 2 3 4 1 427 PM Peak 15:00 12:00 15:00 15:00 15:00 15:00 17:00 20:00 14:00 15:00 12:00 15:00 13:00 15:00 Vol. 15 13 44 111 255 178 40 9 3 1 1 2 2 643 Connecticut Counts Inc. Page 4 Kensington, Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828-1693 Site Code:901 South Windsor,Connecticut Station ID: Eastbound Latitude:0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 04/18/06 0 0 0 0 2 1 3 1 0 0 0 0 0 0 7 43 46 01:00 0 1 0 1 1 3 2 3 0 0 0 0 0 0 11 46 47 02:00 0 0 0 1 0 0 3 1 1 0 0 0 0 0 6 50 51 03:00 0 1 0 1 3 1 5 1 0 0 0 0 0 0 12 44 45 04:00 0 1 1 1 8 10 7 4 0 0 0 0 0 0 32 44 47 05:00 0 3 2 8 31 37 33 5 1 0 0 0 0 0 120 43 45 06:00 3 2 7 13 78 75 29 3 0 0 3 0 0 0 213 41 44 07:00 4 3 13 27 91 70 37 7 1 0 0 2 0 0 255 42 45 08:00 4 6 26 34 97 80 31 5 0 0 0 0 0 0 283 40 44 09:00 3 11 28 51 116 99 22 0 1 0 0 1 0 0 332 39 42 10:00 6 8 30 66 166 105 14 2 1 0 1 0 1 0 402 39 40 11:00 4 11 38 65 149 111 25 3 0 0 0 0 0 0 406 39 42 12 PM 11 6 26 64 137 88 19 3 1 1 2 1 0 0 359 39 43 13:00 5 8 23 48 145 113 19 4 1 0 2 1 0 0 369 39 43 14:00 12 2 26 75 179 143 32 2 0 0 0 0 2 0 473 39 42 15:00 13 2 33 Be 259 170 28 4 0 1 2 3 0 0 603 39 42 16:00 6 10 17 49 205 169 41 3 0 0 0 0 2 0 502 40 43 17:00 6 3 13 29 126 116 23 7 0 0 2 1 0 0 326 40 44 18:00 3 2 4 22 80 86 13 3 0 0 0 1 1 0 215 40 43 19:00 2 2 3 12 53 56 26 3 0 0 0 1 0 0 158 41 45 20:00 2 1 1 13 45 40 25 3 0 0 0 0 0 0 130 42 45 21:00 0 0 0 2 10 23 16 3 2 0 0 0 0 0 56 44 47 22:00 0 0 0 2 8 13 15 1 0 1 0 0 0 0 40 44 45 23:00 0 0 0 0 4 9 8 3 0 0 0 0 0 0 24 44 47 Total 84 83 291 672 1995 1618 476 74 9 3 12 11 6 0 5334 Percent 1.6% 1.6% 5.5% 12.6% 37.4% 30.3% 8.9% 1.4% 0.2% 0.1% 0.2% 0.2% 0.1% 0.0% AM 10:00 09:00 11:00 10:00 10:00 11:00 07:00 07:00 02:00 06:00 07:00 10:00 11:00 Peak Vol. 6 11 38 66 168 111 37 7 1 3 2 1 406 PM 15:00 16:00 15:00 15:00 15:OD 15:00 16:00 17:00 21:00 12:00 12:00 15:00 14:00 15:00 Peak Vol. 13 10 33 88 259 170 41 7 2 1 2 3 2 603 Connecticut Counts Inc. Page 5 Kensington, Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828-1693 Site Code:901 South Windsor,Connecticut Station ID: Eastbound Latitude:0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 04/19/06 0 0 0 0 2 3 0 3 3 0 0 0 0 0 11 51 52 01:00 0 0 0 0 2 3 0 0 0 0 0 0 0 0 5 37 38 02:00 0 0 0 1 1 1 7 0 0 0 0 0 0 0 10 43 44 03:00 0 1 1 0 3 6 2 2 0 0 0 0 0 0 15 45 46 04:00 0 0 2 2 8 11 13 1 0 0 0 0 0 0 37 43 45 05:00 4 1 3 8 44 41 26 9 0 0 0 0 0 0 136 43 46 06:00 8 4 13 13 63 65 36 10 0 1 2 0 0 0 214 43 46 07:00 1 10 31 35 111 94 23 3 0 0 0 0 0 0 308 39 43 08:00 2 10 15 36 104 79 33 4 2 0 0 1 0 0 286 40 44 09:00 5 10 20 31 131 93 24 1 0 1 0 0 3 0 319 39 43 10:00 3 14 27 56 153 109 23 2 0 0 1 1 0 0 389 39 42 11:00 5 5 29 63 142 126 16 5 1 1 0 0 1 0 393 39 41 12 PM 9 10 44 46 131 88 17 6 0 1 1 0 1 0 354 39 42 13:00 5 10 16 63 139 121 25 2 0 1 0 1 1 0 384 39 43 14:00 8 7 20 55 204 156 35 2 0 0 2 0 0 0 489 39 43 15:00 10 2 26 82 234 160 46 6 2 1 2 2 1 0 874 40 44 16:00 11 3 16 61 211 168 44 5 2 0 0 1 0 0 522 40 43 17:00 5 2 14 27 142 110 43 4 0 0 0 0 1 0 348 40 44 18:00 4 6 15 31 97 78 32 2 1 0 0 1 0 0 267 40 44 19:00 4 3 7 18 55 57 25 2 0 0 0 2 0 0 173 41 44 20:00 0 1 3 6 19 37 22 7 1 0 0 0 0 0 96 44 47 21:00 0 0 2 3 8 30 14 4 1 0 0 0 0 0 62 44 47 22:00 0 0 0 0 12 12 10 3 0 0 0 0 0 0 37 44 46 23:00 0 0 0 0 2 5 7 3 0 0 0 0 0 0 17 45 47 Total 84 99 304 637 2018 1652 522 86 13 6 8 9 8 0 5446 Percent 1.5% 1.8% 5.6% 11.7% 37.1% 30.3% 9.6% 1.6% 0.2% 0.1% 0.1% 0.2% 0.1% 0.0% AM 06:00 10:00 07:00 11:00 10:00 11:00 06:00 06:00 00:00 06:00 06:00 08:00 Peak 09:00 11:00 Vol. 8 14 31 63 153 125 35 10 3 1 2 1 3 393 Peak PM 16:00 12:00 12:00 15:00 15:00 16:00 15:00 20:00 15:00 12:00 14:00 15:00 12:00 15:00 Vol. 11 10 44 82 234 168 46 7 2 1 2 2 1 574 Connecticut Counts Inc. Rage 6 Kensington, Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828-1693 Site Code:901 South Windsor, Connecticut Station ID: Eastbound Latitude:0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 04%20/06 0 0 0 0 2 9 2 0 0 0 0 0 0 0 13 40 41 01:00 0 0 0 0 2 1 2 1 0 0 0 0 0 0 6 42 46 02:00 0 0 0 1 3 0 4 0 0 0 0 0 0 0 8 43 44 03:00 0 0 0 0 3 6 4 3 0 0 0 0 0 0 16 46 47 04:00 1 4 0 4 9 15 5 5 1 0 0 0 0 0 44 44 49 05:00 2 0 1 11 16 38 32 10 0 0 0 0 0 0 110 44 47 06:00 0 3 6 7 57 64 37 8 0 0 2 0 0 0 184 43 46 07:00 3 5 14 29 125 91 30 3 0 2 0 0 1 0 303 40 44 08:00 1 14 20 39 102 92 15 0 0 0 0 0 0 0 283 39 41 09:00 6 4 19 37 154 96 16 1 2 0 0 1 1 0 337 39 41 10:00 10 16 41 86 158 87 28 2 0 1 3 0 0 0 435 39 42 11:00 10 14 43 49 167 106 21 3 0 0 2 0 1 0 416 39 42 12 PM 10 6 30 69 140 94 11 1 0 0 1 1 0 0 363 38 40 13:00 9 7 26 59 169 94 23 4 1 1 0 1 1 0 395 39 43 14:00 2 13 28 73 186 128 32 1 1 0 0 1 1 0 466 39 42 15:00 10 5 46 91 261 136 32 2 3 3 4 0 2 0 596 39 43 16:00 5 9 28 57 201 186 27 0 0 0 1 1 1 0 516 39 41 17:00 4 3 9 19 122 111 40 7 0 1 1 0 0 0 317 41 45 18:00 1 0 8 21 95 88 21 2 0 0 0 0 0 0 236 40 43 19:00 1 0 9 7 69 73 23 6 0 0 0 0 0 0 188 41 45 20:00 0 2 4 13 19 49 22 5 0 0 0 0 0 0 114 42 45 21:00 0 1 4 1 22 41 13 12 0 1 0 0 0 0 95 45 48 22:00 0 0 1 1 7 21 14 4 0 0 0 0 0 0 48 44 47 23:00 0 0 0 1 6 12 4 2 1 0 0 0 0 0 26 43 47 Total 75 106 337 678 2095 1638 458 82 9 9 14 5 8 0 5514 Percent 1.4% 1.9% 6.1% 12.3% 38.0% 29.7% 8.3% 1.5% 0.2% 0.2% 0.3% 0.1% 0.1% 0.0% AM 10:00 10:00 11:00 10:00 11:00 11:00 06:00 05:00 09:00 07:00 10:00 09:00 07:00 10:00 Peak Vol. 10 16 43 89 167 106 37 10 2 2 3 1 1 435 PM 12:00 14:00 15:00 15:00 15:00 16:00 17:00 21:00 15:00 15:00 15:00 12:00 15:00 15:00 Peak Vol. 10 13 46 91 261 186 40 12 3 3 4 1 2 595 Connecticut Counts Inc. page 7 Kensington,Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828-1693 Site Code:901 South Windsor,Connecticut Station ID: Eastbound Latitude:0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 04/21/06 0 0 0 0 4 5 3 0 0 1 0 0 0 0 13 42 43 01:00 0 1 0 0 3 0 3 0 0 1 0 0 0 0 8 43 56 02:00 0 0 0 0 2 3 4 1 2 0 0 0 0 0 12 50 51 03:00 0 1 0 0 1 3 1 0 1 0 0 0 0 0 7 41 51 04:00 0 1 2 2 8 19 6 2 1 0 0 0 0 0 41 42 46 05:00 1 0 3 9 27 37 28 10 0 0 0 0 0 0 115 44 47 06:00 3 0 9 11 42 85 30 10 1 0 0 0 0 0 191 42 46 07:00 3 5 16 33 107 84 21 5 0 0 0 0 0 0 274 40 43 08:00 2 7 21 59 131 63 17 3 0 0 1 1 0 0 305 38 42 09:00 6 10 39 51 164 81 20 3 2 0 1 3 0 0 380 39 43 10:00 5 15 27 73 161 101 17 3 0 0 0 0 0 0 402 38 40 11:00 10 11 46 80 173 101 20 0 2 0 0 1 0 0 454 38 40 12 PM 6 13 37 61 128 95 25 4 1 0 2 2 0 0 374 39 43 13:00 4 5 33 89 182 89 23 1 0 1 2 0 1 0 430 38 42 14:00 3 4 36 78 182 115 27 3 0 0 1 1 0 0 450 39 42 15:00 15 8 48 93 248 139 25 5 0 3 0 1 1 0 588 39 42 16:00 7 8 19 64 222 155 28 7 0 2 1 3 0 0 516 39 43 17:00 2 1 5 23 84 113 51 8 1 0 0 0 0 0 288 42 45 18:00 4 2 8 31 81 76 29 6 1 0 0 2 0 0 240 41 45 19:00 2 0 1 12 57 47 22 1 0 0 0 0 1 0 143 41 44 20:00 0 0 4 10 42 39 17 4 0 0 0 0 0 0 116 41 45 21:00 0 0 4 6 15 33 20 1 1 0 0 0 0 0 80 43 45 22:00 0 1 2 4 13 25 18 5 0 1 0 0 0 0 69 44 48 23:00 0 0 0 1 5 15 10 3 0 0 0 0 0 0 34 44 46 Total 73 93 360 800 2082 1523 465 85 13 9 8 14 3 0 5528 Percent 1.3% 1.7% 6.5% 14.5% 37.7% 27.6% 8.4% 1.5% 0.2% 0.2% 0.1% 0.3% 0.1% 0.0% AM 11:00 10:00 11:00 11:00 11:00 10:00 06:00 05:00 02:00 00:00 08:00 09:00 11:00 Peak Vol. 10 15 46 90 173 101 30 10 2 1 1 3 454 PM 15:00 12:00 15:00 15:00 15:00 16:00 17:00 17:00 12:00 15:00 12:00 16:00 13:00 15:00 Peak Vol. 15 13 48 93 248 155 51 8 1 3 2 3 1 586 Connecticut Counts Inc. Page 8 Kensington, Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828-1693 Site Code:901 South Windsor,Connecticut Station ID: Eastbound Latitude:0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 04t22106 0 0 0 1 3 11 11 3 1 0 0 0 0 0 30 45 47 01:00 0 0 0 0 1 1 5 3 0 0 0 0 0 0 10 46 47 02:00 0 0 0 0 1 4 4 1 0 0 0 0 0 0 10 43 44 03:00 0 0 0 1 1 3 5 0 0 0 0 0 0 0 10 43 44 04:00 0 0 1 0 6 8 8 1 0 0 0 0 0 0 24 43 45 05:00 0 0 4 2 14 25 14 5 1 0 0 0 0 0 65 44 48 06:00 0 2 4 4 20 45 41 9 3 0 0 0 0 0 128 45 48 07:00 3 2 16 27 81 97 39 12 0 0 0 0 0 0 277 42 45 08:00 3 7 31 50 159 83 13 3 1 1 0 2 1 0 354 38 41 09:00 6 13 29 73 166 77 20 2 0 1 2 0 0 0 389 38 42 10:00 7 11 22 65 212 89 23 3 0 1 1 0 1 0 435 38 42 11:00 6 4 12 44 133 89 33 2 0 0 1 1 1 0 326 40 44 12 PM 6 6 7 58 113 87 31 5 0 2 0 1 0 0 316 40 44 13:00 3 3 8 34 110 83 21 2 1 0 0 1 0 0 266 40 43 14:00 2 1 5 36 145 98 40 5 0 1 1 0 1 0 335 40 44 15:00 4 2 6 38 128 97 29 0 0 0 1 0 0 0 305 40 43 16:00 4 1 10 23 88 116 27 1 1 0 0 0 0 0 271 40 43 17:00 0 0 8 14 83 87 30 6 1 0 0 0 0 0 229 41 45 18:00 1 3 8 22 71 65 20 4 0 0 0 0 0 0 194 40 44 19:00 0 2 5 12 31 38 23 3 0 1 0 0 0 0 115 42 45 20:00 0 0 4 5 30 28 20 3 0 0 0 0 0 0 90 43 45 21:00 0 0 0 3 16 35 22 5 0 0 0 0 0 0 81 44 46 22:00 0 0 1 2 17 26 19 3 0 0 0 0 0 0 68 43 45 23:00 0 0 0 1 7 15 17 3 0 0 0 0 0 0 43 44 46 Total 45 57 181 515 1636 1307 515 84 9 7 6 5 4 0 4371 Percent 1.0% 1.3% 4.1% 11.8% 37.4% 29.9% 11.8% 1.9% 0.2% 0.2% 0.1% 0.1% 0.1% 0.0% AM 10:00 09:00 08:00 09.00 10:00 07:00 06:00 07:00 06:00 08:00 09:00 08:00 08:00 10:00 Peak Vol. 7 13 31 73 212 97 41 12 3 1 2 2 1 435 PM 12:00 12:00 16:00 12:00 14:00 16:00 14:00 17:00 13:00 12:00 14:00 12:00 14:00 14:00 Peak Vol. 6 6 • 10 58 145 116 40 6 1 2 1 1 1 335 Connecticut Counts Inc. Page 9 Kensington,Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828-1693 Site Code:901 South Windsor,Connecticut Station ID: Eastbound Latitude:0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 99% Total Percent Percent 0423106 0 0 0 0 4 8 7 3 3 0 0 0 1 0 26 50 53 01:00 0 0 1 0 1 3 4 1 0 0 0 0 0 0 10 43 44 02:00 0 0 0 0 1 2 1 0 0 0 0 0 0 0 4 37 41 03:00 0 0 0 0 0 1 2 1 0 0 0 0 0 0 4 42 46 04:00 0 0 0 1 3 2 3 0 0 0 0 0 0 0 9 42 43 05:00 1 0 1 1 7 14 8 2 0 0 0 0 0 0 34 43 45 06:00 0 0 2 5 19 29 21 4 1 0 0 0 0 0 81 44 46 07:00 1 0 5 5 34 38 39 4 2 1 0 0 0 0 129 44 46 08:00 0 0 3 9 50 53 27 9 1 0 1 0 0 0 153 43 47 09:00 1 4 4 13 75 96 34 8 0 0 0 0 0 0 235 41 45 10:00 3 2 7 21 98 110 34 3 1 1 0 1 0 0 281 40 44 11:00 5 1 6 28 118 113 38 6 1 1 1 0 0 0 316 40 44 12 PM 3 2 8 35 95 89 34 2 2 0 2 0 0 0 272 40 44 13:00 2 0 3 27 121 103 34 3 0 0 0 0 0 0 293 40 44 14:00 2 1 5 31 105 100 19 5 0 0 1 0 0 0 269 40 43 15:00 2 1 3 20 93 71 32 7 0 0 0 0 0 0 229 41 45 16:00 5 2 0 13 63 71 53 4 0 1 1 0 0 0 213 43 45 17:00 0 2 2 19 61 65 41 4 0 0 0 0 0 0 194 42 45 18:00 0 1 2 6 42 49 25 5 0 0 0 0 0 0 130 42 45 19:00 2 0 3 3 37 36 25 2 1 0 0 0 0 0 109 43 45 20:00 0 2 3 2 16 20 18 5 0 0 0 0 0 0 66 44 47 21:00 0 0 1 1 9 16 7 3 0 0 0 0 0 0 37 42 46 22:00 0 0 0 1 6 4 4 1 0 1 0 0 0 0 17 43 46 23:00 0 0 1 0 4 3 1 0 0 0 0 0 0 0 9 38 41 Total 27 18 60 241 1060 1096 511 82 12 5 6 1 1 0 3120 Percent 0.9% 0.6% 1.9% 7.7% 34.0% 35.1% 16.4% 2.6% 0.4% 0.2% 0.2% 0.0% 0.0% 0.0% AM 11:00 09:00 10:00 11:00 11:00 11:00 07:00 08:00 00:00 07:00 08:00 10:00 00:00 11:00 Peak Vol. 5 4 7 28 116 113 39 9 3 1 1 1 1 316 PM 16:00 12:00 12:00 12:00 13:00 13:00 16:00 15.00 12:00 16:00 12:00 13:00 Peak Vol. 5 2 8 35 121 103 53 7 2 1 2 293 Connecticut Counts Inc. Page 10 Kensington,Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828-1693 Site Code:901 South Windsor,Connecticut Station ID: Eastbound Latitude:0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 04l24/06 0 0 0 0 1 0 4 1 0 0 0 0 0 0 6 44 46 01:00 1 0 1 0 0 1 1 0 0 0 0 0 0 0 4 40 41 02:00 0 0 0 0 0 2 0 0 0 0 0 0 0 0 2 37 37 03:00 0 0 1 1 6 1 3 1 0 0 0 0 0 0 13 42 43 04:00 0 1 3 0 6 16 6 4 0 0 0 0 0 0 36 44 47 05:00 3 0 1 12 55 45 26 7 2 0 0 0 0 0 151 43 46 06:00 6 6 8 27 75 96 28 4 0 0 1 1 0 0 252 40 44 07:00 4 4 17 40 107 81 18 2 0 1 1 4 1 0 280 40 44 08:00 5 7 26 47 103 99 19 4 0 0 0 1 1 0 312 39 43 09:00 5 8 21 48 112 82 27 1 0 0 1 0 0 0 305 39 43 10:00 8 18 41 69 144 101 11 1 0 0 2 1 0 0 398 38 40 11:00 3 13 32 46 150 110 18 4 0 1 0 0 2 0 379 39 42 12 PM 7 10 36 56 125 95 17 1 1 0 1 0 0 0 349 39 41 13:00 6 12 28 80 136 116 21 6 0 0 0 2 0 0 407 39 42 14:00 8 7 40 70 197 121 33 2 1 0 0 0 0 0 479 39 42 15:00 9 9 34 78 249 188 29 4 2 1 1 1 0 0 606 39 42 16:00 8 3 24 72 203 197 38 4 2 2 3 2 0 0 558 40 43 17:00 3 1 5 35 110 106 48 3 0 0 0 3 0 0 314 41 44 18:00 3 1 4 24 102 65 18 5 0 0 1 0 1 0 224 40 44 19:00 0 1 1 15 45 44 17 3 0 0 0 0 0 0 126 41 44 20:00 0 0 1 6 28 27 18 2 1 0 0 0 0 0 83 43 45 21:00 0 0 0 2 9 14 12 0 0 0 0 0 0 0 37 42 44 22:00 0 0 0 2 4 8 9 2 0 0 0 0 0 0 25 44 46 23:00 0 0 0 0 2 2 2 2 0 0 0 0 0 0 8 46 47 Total 79 101 324 730 1969 1617 423 63 9 5 11 15 5 0 5351 Percent 1.5% 1.9% 6.1% 13.6% 36.8% 30.2% 7.9% 1.2% 0.2% 0.1% 0.2% 0.3% 0.1% 0.0% AM 10.00 10:00 10:00 10:00 11:00 11:00 06:00 05:00 05:00 07:00 10:00 :00 Peak 07 11:00 10:00 Vol. 8 18 41 69 150 110 28 7 2 1 2 4 2 396 PM 15.00 13:00 14:00 13:00 15:00 16:00 17:00 13:00 15:00 16:00 16:00 17:00 18:00 15:00 Peak Vol. 9 12 40 80 249 197 48 6 2 2 3 3 1 605 Connecticut Counts Inc. Page 11 Kensington, Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828-1693 Site Code:901 South Windsor,Connecticut Station ID: Eastbound Latitude:0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 0425/06 0 0 0 0 1 2 2 1 0 0 0 0 0 0 6 42 46 01:00 0 1 0 0 2 0 1 0 0 0 0 0 0 0 4 32 41 02:00 0 0 0 0 2 3 2 1 0 0 0 0 0 0 8 42 46 03:00 0 1 1 0 4 4 7 1 0 0 0 0 0 0 18 43 45 04:00 1 1 0 4 10 14 4 4 0 0 0 0 0 0 38 43 47 05:00 3 0 2 9 52 89 32 7 0 0 0 0 1 0 195 42 45 06:00 10 1 13 31 74 83 20 8 0 1 3 1 0 0 245 40 46 07:00 4 4 11 29 110 86 29 5 0 0 0 0 0 0 278 40 44 08:00 1 7 16 48 97 92 25 0 0 0 0 0 0 0 286 39 43 09:00 5 11 19 28 115 89 25 11 0 0 0 1 0 0 304 40 45 10:00 8 13 23 48 145 96 25 1 0 0 0 1 0 0 360 39 42 11:00 8 13 32 54 136 103 30 1 0 0 1 0 0 0 378 39 43 12 PM 5 10 25 40 128 92 19 2 1 0 0 0 0 0 322 39 42 13:00 7 4 31 77 168 120 22 2 1 3 0 1 0 0 436 39 42 14:00 12 5 35 81 201 134 28 3 3 0 0 0 0 0 502 39 42 15:00 9 6 40 127 276 130 33 3 0 1 1 5 1 0 632 39 42 16:00 10 6 23 84 258 157 34 3 0 1 3 0 0 0 579 39 42 17:00 4 2 16 40 152 122 29 2 0 1 0 1 0 0 369 40 43 18:00 3 1 7 23 76 74 19 2 0 0 0 0 1 0 206 40 43 19:00 0 0 1 6 46 60 17 1 1 0 0 0 0 0 132 40 44 20:00 0 0 3 7 28 32 23 3 0 0 0 0 0 0 96 43 45 21:00 0 0 1 0 8 16 13 7 0 0 0 0 0 0 45 45 48 22:00 0 0 0 1 3 13 9 3 0 0 0 0 0 0 29 44 47 23:00 0 0 0 0 4 2 5 0 1 0 0 0 0 0 12 44 45 Total 90 86 299 737 2096 1613 453 71 7 7 8 10 3 0 5480 Percent 1.6% 1.6% 5.5% 13.4% 38,2% 29.4% 8.3% 1.3% 0.1% 0.1% 0.1% 0.2% 0.1% 0.0% AM 06:00 10:00 11:00 11:00 10:00 11:00 05:00 09:00 06:00 06:00 06:00 05:00 11:00 Peak Vol. 10 13 32 54 145 103 32 11 1 3 1 1 378 PM 14:00 12:00 15:00 15:00 15:00 16:00 16:00 21:00 14:00 13:00 16:00 15:00 15:00 15:00 Peak Vol. 12 10 40 127 276 157 34 7 3 3 3 5 1 632 Connecticut Counts Inc. Page 12 Kensington, Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828-1693 Site Code:901 South Windsor,Connecticut Station ID: Eastbound Latitude:0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 04l2606 0 0 0 1 2 2 0 1 0 0 0 0 0 0 6 37 46 01:00 0 0 0 1 1 2 2 1 0 0 0 0 0 0 7 42 46 02:00 0 0 0 0 1 0 3 0 1 0 0 0 0 0 5 43 51 03:00 0 1 0 1 5 7 3 1 0 0 0 0 0 0 18 41 43 04:00 0 0 3 2 8 15 9 0 0 0 0 0 0 0 37 42 44 05:00 1 0 3 4 50 57 36 9 4 0 1 0 0 0 165 44 48 06:00 6 4 5 21 64 86 42 8 0 1 0 1 1 0 239 42 45 07:00 4 7 21 36 92 88 33 8 0 0 2 2 1 0 294 41 45 08:00 1 7 17 31 96 84 33 3 0 0 0 0 0 0 272 40 44 09:00 6 6 32 50 136 95 21 2 0 1 0 0 0 0 349 39 42 10:00 5 15 31 57 125 117 32 3 1 1 1 0 0 0 388 40 43 11:00 5 11 33 59 142 90 25 2 2 3 1 0 0 0 373 39 43 12 PM 5 9 30 35 150 104 28 3 2 1 1 0 0 0 368 39 43 13:00 9 7 26 52 184 112 31 1 1 1 0 0 0 0 424 39 42 14:00 2 8 33 85 194 150 27 2 3 1 0 1 0 0 506 39 42 15:00 24 17 47 83 271 158 48 2 0 0 1 0 0 0 651 39 42 16:00 5 5 16 48 197 168 58 5 1 0 0 0 0 0 503 40 44 17:00 4 0 2 36 130 123 39 5 2 0 0 0 0 0 341 40 44 18:00 8 1 11 21 89 76 27 8 0 1 0 0 0 0 242 40 45 19:00 1 0 1 11 44 78 31 2 2 0 0 0 0 0 170 42 45 20:00 0 1 1 4 32 35 18 3 1 0 0 0 1 0 96 43 45 21:00 0 0 1 1 5 27 9 4 1 0 0 0 0 0 48 44 48 22:00 0 0 0 2 2 9 6 5 1 0 0 0 0 0 25 47 50 23:00 0 0 0 0 2 5 4 1 0 0 0 0 0 0 12 43 44 Total 86 99 313 641 2022 1688 565 79 22 10 7 4 3 0 5539 Percent 1.6% 1.8% 5.7% 11.6% 36.5% 30.5% 10.2% 1.4% 0.4% 0.2% 0.1% 0.1% 0.1% 0.0% AM 06.00 10:00 11:00 11:00 11:00 10:00 06:00 05:00 05:00 11:00 07:00 07:00 06:00 10:00 Peak Vol. 6 15 33 59 142 117 42 9 4 3 2 2 1 388 PM 15.00 15:00 15:00 14:00 15:00 16:00 16:00 18:00 14:00 12:00 12:00 14:00 20:00 15:00 Peak Vol. 24 17 47 85 271 168 58 8 3 1 1 1 1 651 Connecticut Counts Inc. Page 13 Kensington, Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828-1693 Site Code:901 South Windsor,Connecticut Station ID: Eastbound Latitude:0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 04/27/06 0 0 0 0 3 5 4 2 0 0 0 0 0 0 14 44 46 01:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 31 31 02:00 0 0 1 0 2 2 2 1 1 0 0 0 0 0 9 50 51 03:00 0 0 0 0 3 6 1 0 0 0 0 0 0 0 10 39 40 04:00 0 1 1 3 9 14 13 3 1 0 0 0 0 0 45 44 47 05:00 0 1 2 13 37 63 33 5 0 1 2 1 0 0 158 43 46 06:00 11 6 11 25 67 90 36 9 1 0 0 1 0 0 257 41 45 07:00 3 3 15 24 94 101 39 3 0 1 1 0 0 0 284 41 44 08:00 4 8 18 34 86 77 20 8 0 0 1 0 1 0 257 40 45 09:00 11 8 31 36 152 88 17 5 1 0 1 1 0 0 351 39 42 10:00 4 18 23 62 148 115 28 1 0 1 0 0 2 0 399 39 42 11:00 4 12 32 59 157 96 10 3 0 0 0 1 0 0 374 38 40 12 PM 5 8 30 61 142 92 15 1 0 0 0 0 0 0 354 38 40 13:00 6 4 33 69 148 104 22 7 0 0 1 1 0 0 395 39 43 14:00 13 7 35 102 188 130 26 3 2 2 0 1 1 0 510 39 42 15:00 17 6 45 142 277 126 21 3 3 2 0 3 1 0 946 38 41 16:00 10 9 36 70 207 175 42 2 1 2 0 1 1 0 556 40 43 17:00 8 2 18 33 129 140 33 3 0 1 0 1 1 0 369 40 43 18:00 3 6 6 29 118 106 27 5 0 0 0 0 0 0 300 40 43 19:00 2 3 5 16 63 74 34 2 0 0 0 0 0 0 199 41 44 20:00 1 0 5 10 43 55 10 4 1 0 0 0 1 0 130 40 45 21:00 0 0 0 2 14 20 9 0 1 0 0 0 0 0 46 42 44 22:00 0 0 0 0 5 14 6 0 0 0 0 0 0 0 25 41 44 23:00 0 0 1 0 1 6 6 0 0 0 0 0 0 0 14 43 44 Total 102 99 348 790 2094 1699 454 70 12 10 6 11 8 0 5703 Percent 1.8% 1.7% 6.1% 13.9% 36.7% 29.8% 8.0% 1.2% 0.2% 0.2% 0.1% 0.2% 0.1% 0.0% AM 06:00 10:00 11:00 10:00 11:00 10:00 07:00 06:00 02:00 05:00 05:00 05:00 10:00 10:00 Peak Vol. 11 15 32 62 157 115 39 9 1 1 2 1 2 399 PM 15:00 16:00 15:00 15:00 15:00 16:00 16:00 13:00 15:00 14:00 13:00 15:00 14:00 15:00 Peak Vol. 17 9 45 142 277 175 42 7 3 2 1 3 1 646 Connecticut Counts Inc. Page 14 Kensington,Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828-1693 Site Code:901 South Windsor,Connecticut Station ID: Eastbound Latitude.0 0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 0428/06 0 0 0 0 2 4 3 2 1 0 0 0 0 0 12 46 47 01:00 0 1 0 0 0 0 1 1 0 0 0 0 0 0 3 46 46 02:00 0 0 0 1 0 5 2 0 0 0 0 0 0 0 8 41 42 03:00 0 1 0 0 3 3 3 0 0 0 0 0 0 0 10 41 42 04:00 2 1 1 1 9 15 10 2 0 0 0 0 0 0 41 43 45 05:00 1 1 3 19 28 57 38 4 1 0 0 0 0 0 152 43 45 06:00 11 4 9 13 88 88 37 5 1 0 1 1 1 0 259 41 45 07:00 6 3 20 32 117 100 20 5 1 0 0 1 1 0 306 40 44 08:00 4 9 35 52 121 82 27 2 0 0 2 1 1 0 336 39 43 09:00 7 10 40 63 130 99 21 1 1 1 1 0 0 0 374 39 42 10:00 7 10 48 54 184 105 31 3 1 2 1 0 0 0 426 39 43 11:00 13 10 42 59 152 112 18 6 1 1 0 1 0 0 415 39 42 12 PM 4 16 39 58 180 109 16 0 2 0 1 1 1 0 427 38 40 13:00 12 11 48 89 187 103 24 0 0 0 1 1 0 0 476 38 41 14:00 7 10 48 113 209 114 25 2 0 1 1 1 0 0 531 38 41 15:00 14 6 56 102 257 180 25 1 0 2 2 0 1 0 645 39 40 16:00 15 5 27 59 218 179 42 4 2 3 1 2 0 0 557 40 43 17:00 6 3 17 39 155 133 39 3 1 0 1 0 0 0 397 40 43 18:00 6 4 5 38 85 80 19 4 0 0 0 0 1 0 242 40 43 19:00 2 1 3 19 80 77 19 3 1 1 0 0 0 0 206 40 44 20:00 1 2 3 12 38 81 33 1 0 0 0 0 0 0 171 42 44 21:00 2 0 0 8 44 66 12 8 1 0 0 0 0 0 142 41 47 22:00 0 1 1 2 21 31 23 9 2 0 0 0 0 0 90 45 48 23:00 0 0 0 1 2 6 9 2 0 0 0 0 0 0 20 44 46 Total 120 109 444 834 2290 1829 497 69 16 11 12 9 6 0 6246 Percent 1.9% 1.7% 7.1% 13.4% 36.7% 29.3% 8.0% 1.1% 0.3% 0.2% 0.2% 0.1% 0.1% 0.0% AM 11:00 09:00 10:00 09:00 10:00 11:00 05:00 11:00 00:00 10:00 08:00 06:00 06:00 10:00 Peak Vol. 13 10 48 63 164 112 38 6 1 2 2 1 1 426 PM 16.00 12:00 15:00 14:00 15:00 15:00 16:00 21:00 12:00 16:00 15:00 16:00 12:00 15:00 Peak Vol. 15 16 55 113 257 180 42 9 2 3 2 2 1 645 Connecticut Counts Inc. Page 15 Kensington, Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828-1693 Site Code:901 South Windsor,Connecticut Station ID: Eastbound Latitude:0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 04/29/06 0 0 0 3 2 7 12 1 0 0 0 0 0 0 28 44 45 01:00 0 0 0 0 4 4 4 0 0 1 0 0 0 0 13 43 44 02:00 0 0 0 0 3 3 4 2 0 0 0 0 0 0 12 44 46 03:/0y0� 0 0 0 0 2 6 2 0 0 0 0 0 0 0 10 40 41 04:W 05:00 06:00 # * # * # # # # * « R 07:00 # R # # # x R # # # # R R # * * R 08:00 R t * R k x # k * * # # # # # x R 09:00 # # * R # # * R * * # R 10:00 # x x * * # # R # * x * # # # # 11:00 # # # x x « # # R R * * # # k # 12 PM * # # # * * # # # # x # # # # R # 13:00 * # « * * * # # # R # R R x x # « 14:00 * * # * # x * # # # * # * x x R R 15:00 * # x # # # * • # # # * * « R * R 16.00 17:00 # # * x « x x # R R # # x R # 18:00 # R x * R # # « R # * # # # R # 19:00 x * * # # # # x * * * * R * # # 20:00 x x * x x « * x # x * a * # # # « 21:00 22:00 23:00 # # x # * R * # x R # x Total 0 0 0 3 11 20 22 3 0 1 0 0 0 0 60 Percent 0.0% 0.0% 0.0% 5.0% 18.3% 33.3% 36.7% 5.0% 0.0% 1.7% 0.0% 0.0% 0.0% 0.0% AM Peak 00:00 01:00 00:00 00:00 02:00 01:00 00:00 Vol. 3 4 7 12 2 1 25 PM Peak Vol. Total 1049 1091 3700 8653 25755 21390 6868 1096 156 101 117 119 72 0 70167 Percent 1.5% 1.6% 5.3% 12.3% 36.7% 30.5% 9.8% 1.6% 0.2% 0.1% 0.2% 02% 0.1% 0.0% 15th Percentile: 28 MPH 50th Percentile: 34 MPH 85th.Percentile: 40 MPH 95th Percentile: 44 MPH State 10 MPH Pace Speed: 31-40 MPH Number in Pace: 47145 Percent in Pace: 67.2% Number of Vehicles>40 MPH: 8529 Percent of Vehicles>40 MPH: 12.2% Mean Speed(Average): 34 MPH Connecticut Counts Inc. Page 16 Kensington, Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828A693 Site Code:901 South Windsor,Connecticut Station ID: Westbound Latitude:0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 04/15106 * # * * R * * * R * R * R 01:00 02:00 # # # « « * * * * « R # « # # # 03:00 * # * # * « # * R R R 04:00 05./0W # * * * * * # * * R R * # R # 06:00 « « « « * * « * « « # R 07:00 09:00 * # # # « # # # # 10:00 23 4 17 64 104 146 53 13 2 4 2 3 0 0 435 42 46 11:00 8 0 5 19 71 118 81 28 5 1 2 1 1 0 340 45 49 12 PM 10 0 5 27 85 136 63 28 3 2 1 0 0 0 371 44 48 13:00 2 1 5 24 66 123 65 13 4 0 0 1 0 0 304 43 46 14:00 2 0 9 24 73 114 78 21 3 0 1 0 0 0 325 44 47 15:00 5 0 5 24 73 130 63 19 5 1 1 1 0 0 327 44 48 16:00 3 0 5 20 61 123 65 20 3 1 0 0 0 0 301 44 48 17:00 5 0 9 13 68 105 72 11 4 0 1 0 0 0 288 44 46 18:00 7 0 2 7 66 103 51 12 2 1 0 0 0 0 251 43 46 19:00 0 0 1 12 56 98 39 17 1 1 0 0 0 0 225 43 47 20:00 3 0 0 9 22 57 45 16 3 1 0 0 1 0 157 45 49 21:00 0 0 2 3 10 27 29 17 3 0 0 0 0 0 91 47 50 22:00 0 0 0 1 10 12 21 9 2 1 0 0 0 0 56 47 50 23:00 0 0 0 0 3 11 14 4 2 1 0 0 0 0 35 47 51 Total 68 5 65 247 778 1303 739 229 42 14 8 6 2 0 3506 Percent 1.9% 0.1% 1.9% 7.0% 22.2% 37.2% 21.1% 6.5% 1.2% 0.4% 0.2% 0.2% 0.1% 0.0% AM 10:00 10.00 10:00 10:00 10:00 10:00 11:00 11:00 11:00 10:00 10:00 10:00 11:00 10:00 Peak Vol. 23 4 17 64 104 146 81 28 5 4 2 3 1 435 PM 12:00 13:00 14:00 12:00 12:00 12:00 14:00 12:00 15:00 12:00 12:00 13:00 20:00 12:00 Peak Vol. 10 1 9 27 95 136 78 29 5 2 1 1 1 371 Connecticut Counts Inc. Page 17 Kensington, Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828-1693 Site Code:901 South Windsor,Connecticut Station ID: Westbound Latitude:0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 04/16/06 0 0 0 0 1 6 2 4 1 0 1 0 0 0 15 49 51 01:00 0 0 0 0 0 1 6 5 0 0 0 0 0 0 12 48 49 02:00 0 0 0 0 0 4 3 2 1 0 0 0 0 0 10 46 47 03:00 0 0 0 0 0 0 2 0 0 0 0 0 0 0 2 42 42 04:00 0 0 0 0 0 2 4 2 0 0 0 0 0 0 8 46 47 05:00 0 0 0 1 8 4 9 8 0 0 0 0 0 0 30 47 48 06:00 0 0 0 0 9 30 35 10 2 0 1 0 0 0 87 45 50 07:00 3 0 0 3 23 65 51 21 2 2 1 1 0 0 172 46 50 08:00 3 0 4 11 37 73 54 25 5 0 0 0 0 0 212 45 49 09:00 3 1 5 11 53 116 76 28 5 0 2 0 0 0 300 45 49 10:00 9 1 1 10 88 120 84 25 4 1 2 1 0 0 324 44 49 11:00 4 0 4 14 58 137 74 30 3 1 1 2 0 0 328 45 49 12 PM 2 0 0 6 41 88 84 27 3 2 1 1 0 0 253 45 49 13:00 3 1 3 3 23 56 64 28 3 3 0 1 0 0 188 47 50 14:00 2 0 1 4 19 45 59 30 8 2 0 0 1 0 171 48 51 15:00 0 0 1 3 23 67 62 34 7 0 1 0 0 0 198 47 50 16:00 5 1 0 7 29 58 66 19 2 1 0 0 0 0 188 45 49 17:00 2 0 1 7 26 55 52 22 2 1 1 0 0 0 169 46 49 18:00 2 1 1 6 16 43 74 34 5 0 0 0 0 0 182 47 50 19:00 0 0 0 6 21 36 40 24 1 0 0 0 0 0 128 47 49 20:00 1 0 1 3 5 16 15 18 3 1 0 0 1 0 64 49 52 21:00 0 0 0 0 2 6 8 9 3 1 0 0 0 0 29 50 53 22.00 1 0 0 1 0 4 4 8 3 0 1 0 0 0 22 51 53 23:00 0 0 0 0 3 4 3 3 0 0 0 0 0 0 13 46 47 Total 40 5 22 96 463 1034 931 416 63 15 12 6 2 0 3105 Percent 1.3% 0.2% 0.7% 3.1% 14.9% 33.3% 30.0% 13.4% 2.0% 0.5% 0.4% 0.2% 0.1% 0.0% AM 10.00 09:00 09:00 11:00 10:00 11:00 10:00 11:00 08:00 07:00 09:00 11:00 11:00 Peak Vol. 9 1 5 14 66 137 84 30 5 2 2 2 328 PM 16.00 13:00 13:00 16:00 12:00 12:00 12:00 15:00 14:00 13:00 12:00 12:00 14:00 12:00 Peak Vol. 5 1 3 7 41 86 84 34 8 3 1 1 1 253 Connecticut Counts Inc. Page 18 Kensington, Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828-1693 Site Code:901 South Windsor,Connecticut Station ID: Westbound Latitude:0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 04/17/06 0 0 0 0 1 1 3 2 0 0 0 0 0 0 7 46 47 01:00 0 1 0 1 0 3 2 2 0 1 0 0 0 0 10 46 47 02:00 0 0 1 0 0 2 6 4 1 1 0 0 0 0 15 49 55 03:00 1 0 0 0 1 3 15 10 2 2 0 0 0 0 34 50 55 04:00 0 0 0 0 9 16 41 18 4 0 0 0 0 0 88 48 50 05:00 0 0 3 16 26 64 109 48 7 2 2 0 0 0 277 47 50 06:00 6 1 13 53 66 164 125 28 3 0 1 0 0 0 460 44 47 07:00 5 1 4 22 60 101 98 29 4 0 0 0 0 0 324 45 48 08:00 8 3 6 28 76 90 72 16 2 1 1 2 1 0 306 44 48 09:00 6 3 16 32 97 114 44 12 1 1 2 0 0 0 328 42 45 10:00 18 9 43 66 111 123 41 10 2 2 1 4 3 0 435 40 45 11:00 6 2 17 55 120 121 59 9 3 0 0 1 0 0 393 42 45 12 PM 6 2 23 50 89 114 71 18 3 0 1 2 0 0 379 43 47 13:00 7 7 19 39 99 128 51 17 3 1 0 2 1 0 374 42 47 14:00 3 1 16 34 89 130 58 17 1 0 1 1 0 0 351 43 46 15:00 9 2 9 25 107 127 64 15 3 0 1 0 1 0 363 43 46 16:00 13 3 7 31 80 136 59 11 2 2 2 1 0 0 346 43 46 17:00 6 2 2 14 54 101 61 16 3 0 1 0 0 0 260 44 47 18:00 2 0 2 12 38 78 69 18 2 1 2 0 0 0 224 45 48 19:00 1 0 1 5 36 50 48 25 2 1 0 0 1 0 170 46 49 20:00 0 0 0 3 11 33 32 17 6 2 1 0 0 0 105 48 53 21:00 0 0 0 2 3 22 18 10 2 2 0 0 0 0 59 48 54 22:00 0 0 0 0 2 5 16 7 2 1 0 0 0 0 33 48 51 23:00 0 0 0 0 0 3 3 2 1 0 0 1 0 0 10 47 51 Total 97 37 182 490 1175 1728 1165 361 59 20 16 14 7 0 5351 Percent 1.8% 0.7% 3.4% 9.2% 22.0% 32.3% 21.8% 6.7% 1.1% 0.4% 0.3% 0.3% 0.1% 0.0% AM 10.00 10:00 10:00 10:00 11:00 06:00 06:00 05:00 05:00 03:00 05:00 10:00 10:00 06:00 Peak Vol. 18 9 43 68 120 164 125 48 7 2 2 4 3 460 PM 16.00 13:00 12:00 12:00 15:00 16:00 12:00 19:00 20:00 16:00 16:00 12:00 13:00 12:00 Peak Vol. 13 7 23 50 107 135 71 25 6 2 2 2 1 379 Connecticut Counts Inc. Page 19 Kensington, Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828-1693 Site Code:901 South Windsor,Connecticut Station ID: Westbound Latitude:0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 04/18/06 0 0 0 0 0 1 4 1 0 0 0 0 0 0 6 44 46 01:00 0 0 0 1 1 3 2 1 0 0 0 0 0 0 8 42 46 02:00 0 0 0 0 0 4 6 2 1 1 0 0 0 0 14 47 55 03:00 0 0 0 1 1 4 13 8 3 0 0 0 0 0 30 48 51 04:00 1 0 0 1 5 21 45 15 7 1 0 0 0 0 96 48 52 05:00 1 2 2 14 26 74 95 56 7 2 0 0 0 0 279 47 50 06:00 5 1 17 47 86 164 124 56 4 1 1 3 0 0 508 45 49 07:00 3 3 11 27 47 92 104 27 2 0 0 0 0 0 316 45 48 08:00 4 0 12 40 52 94 70 22 1 1 1 0 1 0 298 44 48 09:00 4 2 8 26 79 101 47 17 2 0 0 2 0 0 288 43 47 10:00 5 1 12 36 78 112 55 13 2 0 0 2 0 0 316 43 46 11:00 8 1 11 50 78 116 66 19 3 3 0 0 0 0 355 43 47 12 PM 5 0 23 35 74 96 68 17 1 1 1 0 1 0 322 43 47 13:00 5 0 10 25 63 105 78 17 4 0 2 1 0 0 310 44 47 14:00 3 2 11 42 80 111 43 22 2 2 1 1 0 0 320 43 48 15:00 13 4 12 33 71 131 60 25 2 2 1 0 0 0 354 44 48 16:00 6 0 6 16 64 134 70 11 2 0 0 2 1 0 312 43 45 17:00 7 0 8 29 70 100 65 16 0 1 1 1 0 0 298 43 46 18:00 1 0 2 13 60 93 66 21 2 1 0 0 0 0 259 44 48 19:00 1 0 0 10 28 54 45 17 6 1 0 0 0 0 162 45 50 20:00 0 0 1 2 18 22 39 11 3 2 1 0 0 0 99 46 51 21:00 0 0 0 0 3 10 20 14 12 3 0 0 0 0 62 52 55 22:00 0 0 0 1 1 4 14 15 2 0 0 0 0 0 37 49 50 23:00 0 0 0 0 0 6 4 4 1 0 0 0 0 0 15 48 49 Total 72 16 146 449 985 1652 1203 427 69 22 9 12 3 0 5065 Percent 1.4% 0.3% 2.9% 8.9% 19.4% 32.6% 23.8% 8.4% 1.4% 0.4% 0.2% 0.2% 0.1% 0.6% AM 11.00 07:00 06:00 11:00 06:00 06:00 06:00 05:00 04:00 11:00 06:00 06:00 08:00 06:00 Peak Vol. 8 3 17 50 86 164 124 56 7 3 1 3 1 509 PM 15:00 15:00 12:00 14:00 14:00 16:00 13:00 15:00 21:00 21:00 13:00 16:00 12:00 15:00 Peak Vol. 13 4 23 42 80 134 78 25 12 3 2 2 1 354 Connecticut Counts Inc. Page 20 Kensington, Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828-1693 Site Code:901 South Windsor, Connecticut Station ID: Westbound Latitude:0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 04/19/06 0 0 0 1 1 1 3 3 0 0 0 0 0 0 9 47 48 01:00 0 0 0 0 0 2 1 1 0 0 0 0 0 0 4 45 46 02:00 0 0 0 0 0 5 4 4 1 0 0 0 0 0 14 48 49 03:00 0 0 0 0 0 9 14 6 6 0 0 0 0 0 35 51 53 04:00 0 0 0 1 5 19 55 19 4 0 1 0 1 0 105 48 51 05:00 3 1 8 13 33 68 80 42 7 4 1 0 0 0 260 47 50 06:00 3 1 11 60 87 143 122 30 3 2 1 0 1 0 464 44 48 07:00 5 0 9 19 48 93 82 38 8 0 1 0 1 0 304 46 50 08:00 6 0 16 27 68 92 67 20 1 0 0 1 0 0 298 44 47 09:00 9 6 9 25 45 107 57 19 3 0 0 0 0 0 279 44 47 10:00 8 3 22 39 72 110 47 21 2 0 0 0 1 0 325 43 47 11:00 5 1 14 35 77 130 62 20 2 0 1 0 0 0 347 43 47 12 PM 5 3 19 39 63 119 73 14 1 2 2 0 0 0 340 43 46 13:00 8 0 14 25 70 109 80 20 1 2 1 1 0 0 331 44 47 14:00 2 1 7 27 76 113 60 12 4 0 1 2 0 0 305 43 47 15:00 17 0 4 28 61 114 70 21 3 0 4 1 0 0 323 44 48 16:00 10 1 2 22 68 142 62 12 2 1 1 1 1 0 325 43 46 17:00 7 1 12 29 66 104 73 20 2 4 1 2 0 0 321 44 49 18:00 1 0 3 20 54 80 56 15 2 0 0 0 0 0 231 44 47 19:00 3 0 1 7 31 66 45 17 6 0 1 0 0 0 177 45 50 20:00 0 0 4 6 15 33 40 16 1 3 1 0 0 0 119 46 50 21:00 0 0 1 1 3 5 18 14 6 3 2 0 0 0 53 52 57 22:00 0 0 0 0 4 13 13 11 3 0 0 0 0 0 44 48 51 23:00 0 0 0 0 0 2 8 6 0 0 0 0 0 0 16 48 49 Total 92 17 156 424 947 1679 1192 401 68 21 19 8 5 0 5029 Percent 1.8% 0.3% 3.1% 8.4% 18.8% 33.4% 23.7% 8.0% 1.4% 0.4% 0.4% 0.2% 0.1% 0.0% AM 09:00 09:00 10:00 06:00 06:00 06:00 06:00 05:00 07:00 05:00 04:00 08:00 04:00 06:00 Peak Vol. 9 5 22 60 87 143 122 42 8 4 1 1 1 464 PM 15:00 12:00 12:00 12:00 14:00 16:00 13:00 15:00 19:00 17:00 15:00 14:00 16:00 12:00 Peak Vol. 17 3 19 39 76 142 80 21 6 4 4 2 1 340 Connecticut Counts Inc. Page 21 Kensington, Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828-1693 Site Code:901 South Windsor,Connecticut Station ID: Westbound Latitude:0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 0420/06 0 0 0 0 1 0 2 0 1 0 0 0 0 0 4 42 51 01:00 0 0 0 0 1 1 2 1 0 0 0 0 0 0 5 42 46 02:00 0 0 0 0 0 5 6 3 1 0 0 0 0 0 15 47 48 03:00 0 0 0 1 2 11 12 5 4 0 0 0 0 0 35 49 52 04:00 0 0 2 0 3 28 38 25 5 0 0 0 0 0 101 48 50 05:00 1 1 6 8 12 57 88 42 12 2 0 0 0 0 229 48 51 06:00 7 1 10 33 64 153 105 44 5 1 1 0 1 0 485 45 49 07:00 4 3 10 31 75 104 68 28 7 0 1 0 0 0 331 44 49 08:00 4 3 9 42 67 90 58 15 1 2 0 1 0 0 292 43 47 09:00 5 0 9 24 58 105 59 20 1 1 0 1 0 0 283 44 48 10:00 7 2 16 31 77 105 62 17 1 0 0 1 0 0 319 43 46 11:00 15 5 10 39 71 133 71 19 3 1 0 3 0 0 370 43 47 12 PM 11 5 15 38 83 115 66 17 1 0 0 0 1 0 352 43 46 13:00 9 5 12 30 75 108 64 21 6 3 1 1 1 0 336 44 49 14:00 4 0 8 29 79 105 80 8 4 0 1 2 0 0 320 43 45 15:00 14 2 7 29 72 130 62 16 2 1 1 1 2 0 339 43 47 16:00 14 1 9 19 67 123 79 21 4 0 0 2 0 0 339 44 48 17:00 6 1 6 23 62 111 83 27 2 2 0 0 0 0 323 44 48 18:00 4 0 5 24 60 89 58 16 1 0 0 0 0 0 257 43 46 19:00 1 0 3 16 33 57 54 21 4 0 0 1 0 0 190 45 49 20:00 0 0 3 5 15 34 39 22 5 3 0 0 0 0 126 48 52 21:00 0 1 0 2 5 14 31 15 3 1 1 0 0 0 73 48 51 22:00 0 0 0 0 0 7 19 6 5 0 0 0 0 0 37 49 53 23:00 0 0 0 0 2 1 8 6 1 1 0 0 0 0 19 49 55 Total 106 30 140 424 984 1686 1274 415 79 18 6 13 5 0 5180 Percent 2.0% 0.6% 2.7% 8.2% 19.0% 32.5% 24.6% 8.0% 1.5% 0.3% 0.1% 0.3% 0.1% 0.0% AM 11:00 11:00 10:00 08:00 10:00 06:00 06:00 06:00 05:00 05:00 06:00 11:00 06:00 06:00 Peak Vol. 15 5 16 42 77 153 165 44 12 2 1 3 1 485 PM 15:00 12:00 12:00 12:00 12:00 15:00 17:00 17:00 13:00 13:00 13:00 14:00 15:00 12:00 Peak Vol. 14 5 15 38 83 130 83 27 6 3 1 2 2 352 Connecticut Counts Inc. Page 22 Kensington, Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828-1693 Site Code:901 South Windsor,Connecticut Station ID: Westbound Latitude:0`0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 04/21/06 0 0 0 0 0 0 3 0 1 1 0 0 0 0 5 55 56 01:00 0 0 0 0 2 3 7 2 1 0 0 0 0 0 15 46 47 02:00 0 0 0 0 1 1 6 3 3 0 0 0 0 0 14 51 52 03:00 0 0 0 1 1 8 9 7 2 1 0 0 0 0 29 49 52 04:00 0 0 0 2 3 33 39 17 3 0 0 0 0 0 97 47 50 05:00 3 3 2 9 17 65 99 40 8 1 0 0 0 0 247 47 50 06:00 3 2 13 36 44 145 125 35 3 0 0 0 0 0 408 45 48 07:00 1 1 10 34 49 89 85 21 4 1 1 0 0 0 296 44 48 08:00 7 2 9 34 48 103 67 20 2 0 0 1 2 0 295 44 48 09:00 7 3 16 31 75 82 49 11 3 0 0 1 1 0 279 43 46 10:00 13 2 14 38 85 113 77 12 2 0 0 1 1 0 358 43 45 11:00 9 1 19 29 109 132 71 9 2 0 1 0 0 0 382 42 45 12 PM 10 2 18 48 105 121 71 13 0 0 0 0 0 0 389 42 45 13:00 8 6 11 29 81 110 49 15 2 2 2 1 0 0 315 43 47 14:00 8 4 7 32 74 120 62 17 5 0 1 1 1 0 332 43 47 15:00 14 3 9 37 125 126 48 20 5 1 3 1 1 0 393 42 48 16:00 9 2 14 29 76 122 61 19 0 2 1 0 1 0 336 43 47 17:00 6 1 2 7 43 112 77 22 3 2 0 1 0 0 276 45 48 18:00 2 1 10 27 51 69 66 10 1 3 0 0 0 0 240 44 46 19:00 3 0 0 8 42 75 46 16 2 1 1 0 0 0 194 44 48 20:00 1 0 1 5 17 34 36 14 4 0 0 0 0 0 112 46 49 21:00 0 0 0 2 10 21 24 16 5 2 0 0 0 0 80 49 53 22:00 0 0 0 1 6 19 18 4 3 2 0 0 0 0 53 46 52 23:00 0 0 0 1 3 9 8 4 3 1 0 0 0 0 29 49 53 Total 104 32 156 440 1067 1712 1203 347 67 20 10 7 7 0 5172 Percent 2.0% 0.6% 3.0% 8.5% 20.6% 33.1% 23.3% 6.7% 1.3% 0.4% 0.2% 0.1% 0.1% 0.0% AM 10:00 05:00 11:00 10:00 11:00 06:00 06:00 05:00 05:00 00:00 07:00 08:00 08:00 06:00 Peak Vol. 13 3 19 38 109 145 125 40 8 1 1 1 2 406 PM 15:00 13:00 12:00 12:00 15:00 15:00 17:00 17:00 14:00 18:00 15:00 13:00 14:00 15:00 Peak Vol. 14 5 19 48 125 126 77 22 5 3 3 1 1 393 Connecticut Counts Inc. Page 23 Kensington, Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828-1693 Site Code:901 South Windsor,Connecticut Station ID: Westbound Latitude:0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 04/22/06 0 0 0 1 0 3 12 5 0 1 0 0 0 0 22 48 50 01:00 0 1 0 0 0 2 5 5 0 0 0 0 0 0 13 48 49 02:00 0 0 0 0 0 2 7 4 0 0 0 0 0 0 13 47 48 03:00 0 0 0 0 2 7 6 2 1 0 0 0 0 0 18 45 47 04:00 0 0 0 0 1 7 18 13 6 0 0 0 0 0 45 50 53 05:00 0 0 1 2 4 15 23 11 5 1 0 0 0 0 62 49 53 06:00 0 0 1 7 8 26 47 19 9 1 1 0 0 0 119 48 53 07:00 5 1 9 13 36 57 50 28 4 1 0 0 0 0 204 46 49 08:00 3 5 14 35 62 91 53 11 4 0 0 2 0 0 280 43 46 09:00 19 3 18 32 84 117 51 11 1 2 1 2 0 0 338 42 45 10:00 5 1 12 59 114 130 46 15 1 0 0 1 1 0 385 41 45 11:00 7 2 7 24 67 103 98 19 4 0 5 0 0 0 304 44 49 12 PM 5 0 11 24 74 97 75 7 1 1 0 0 0 0 295 43 45 13:00 6 0 6 30 66 106 65 18 7 0 1 1 0 0 306 44 48 14:00 6 0 5 14 75 92 72 12 2 0 0 1 0 0 279 44 46 15:00 1 1 4 13 79 109 59 20 1 2 0 0 0 0 286 44 48 16:00 1 0 9 31 67 108 59 21 1 0 0 0 0 0 297 43 47 17:00 1 1 3 20 63 91 55 24 3 0 0 0 0 0 261 44 48 18:00 2 1 4 7 38 85 51 19 1 0 0 0 1 0 209 44 48 19:00 1 0 2 7 26 49 42 25 2 0 0 0 0 0 154 46 49 20:00 0 0 0 2 17 26 32 14 3 1 0 0 0 0 95 47 50 21:00 0 0 0 0 7 19 19 13 6 0 0 0 0 0 64 48 52 22:00 0 0 0 0 3 16 13 14 2 1 0 0 0 0 49 49 51 23:00 0 0 0 0 2 7 14 4 1 0 0 0 0 0 28 46 49 Total 59 16 106 321 892 1365 940 334 65 11 8 7 2 0 4126 Percent 1.4% 0.4% Z6% 7.8% 21.6% 33.1% 22.8% 8.1% 1.6% 0.3% 0.2% 0.2% 0.0% 0.0% AM 09:00 08:00 09:00 10:00 10:00 10:00 11:00 07:00 06:00 09:00 11:00 08:00 10:00 10:00 Peak Vol. 16 5 18 59 114 130 66 28 9 2 5 2 1 385 PM 13:00 15:00 12:00 16:00 15:00 15.00 12:00 19.00 13:00 15:00 13:00 13:00 18:00 13:00 Peak Vol. 6 1 11 31 76 109 75 25 7 2 1 1 1 306 Connecticut Counts Inc. Page 24 Kensington,Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828-1693 Site Code:901 South Windsor,Connecticut Station ID: Westbound Latitude:0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 04/23/06 0 0 0 0 1 3 2 7 1 0 1 0 0 0 15 50 51 01:00 0 0 1 0 1 3 5 2 3 0 0 0 0 0 15 51 52 02:00 0 0 0 0 0 0 7 1 0 0 0 0 0 0 8 45 46 03:00 0 0 0 0 1 0 3 0 0 0 0 0 0 0 4 42 43 04:00 0 0 0 1 1 1 3 4 0 0 0 0 0 0 10 47 48 05:00 0 0 0 1 5 9 10 5 1 1 0 0 0 0 32 47 50 06:00 0 0 0 2 3 11 21 13 2 0 0 0 0 0 52 48 50 07:00 1 0 3 7 16 32 49 10 1 0 0 0 0 0 119 45 48 08:00 1 0 0 7 21 50 38 20 7 0 0 0 0 0 144 47 50 09:00 1 2 2 13 35 81 66 25 1 0 0 0 0 0 226 45 48 10:00 3 1 2 21 45 84 65 19 3 0 0 1 0 0 244 44 48 11:00 3 0 4 21 68 104 71 20 3 0 0 0 0 0 294 44 47 12 PM 1 0 1 11 56 107 64 24 2 1 0 1 0 0 268 44 48 13:00 2 1 2 10 62 82 66 14 1 0 0 0 0 0 240 44 46 14:00 1 1 2 12 59 70 59 16 2 0 0 2 0 0 224 44 48 15:00 0 0 1 8 65 80 58 22 3 2 1 0 0 0 240 45 49 16:00 2 0 2 9 53 81 59 17 3 0 0 0 0 0 226 44 48 17:00 1 0 1 7 41 78 57 21 3 1 0 1 0 0 211 45 49 18:00 3 0 1 2 23 47 45 22 5 0 2 0 0 0 150 47 50 19:00 1 0 0 3 12 36 30 11 2 0 0 0 0 0 95 45 49 20:00 0 0 3 0 3 13 16 14 1 1 0 0 0 0 51 48 50 21:00 0 0 0 0 5 16 11 2 1 1 0 0 0 0 36 45 47 22:00 0 0 1 0 0 6 8 6 2 0 0 0 0 0 23 49 51 23:00 0 0 0 0 0 2 2 2 0 0 0 0 0 0 6 46 47 Total 20 5 26 135 576 996 815 297 47 7 4 5 0 0 2933 Percent 0.7% 0.2% 0.9% 4.6% 19.6% 34.0% 27.8% 10.1% 1.6% 0.2% 0.1% 0.2% 0.0% 0.0% AM 10:00 09:00 11:00 10:00 11:00 11:00 11:00 09:00 08:00 05:00 00:00 10:00 11:00 Peak Vol. 3 2 4 21 68 104 71 25 7 1 1 1 294 PM 18.00 13:00 20:00 14:00 15:00 12:00 13:00 12:00 18:00 15:00 18:00 14:00 12:00 Peak Vol. 3 1 3 12 65 107 66 24 5 2 2 2 268 Connecticut Counts Inc. Page 25 Kensington, Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828-1693 Site Code:901 South Windsor,Connecticut Station ID: Westbound Latitude:0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 04/24/06 0 0 0 0 0 0 2 0 0 0 0 0 0 0 2 42 42 01:00 0 0 0 1 0 1 1 1 1 0 0 0 0 0 5 50 51 02:00 0 0 1 0 1 2 8 1 1 1 0 0 0 0 15 50 55 03:00 0 0 0 1 4 6 14 5 1 0 0 0 0 0 31 46 49 04:00 0 0 0 3 10 28 44 17 4 0 1 0 0 0 107 47 50 05:00 6 0 9 12 44 87 111 38 7 2 0 0 1 0 317 45 50 06:00 8 5 39 74 103 185 113 24 3 3 0 0 0 0 657 43 46 07:00 7 0 13 29 83 121 77 16 7 0 1 0 1 0 355 44 47 08:00 7 0 13 22 55 100 68 10 2 0 1 1 0 0 279 43 45 09:00 5 1 10 17 65 82 64 13 0 1 1 1 0 0 260 44 46 10:00 3 4 9 40 95 86 47 14 1 0 2 0 0 0 301 42 46 11:00 5 1 16 58 83 118 67 13 3 2 0 0 1 0 367 43 46 12 PM 8 2 18 43 91 97 64 17 1 2 1 1 0 0 345 43 47 13:00 17 2 17 44 80 136 66 20 0 1 2 1 0 0 385 43 47 14:00 9 2 10 30 87 125 69 6 3 3 1 0 0 0 345 43 45 15:00 15 3 10 23 83 121 67 19 3 1 0 1 0 0 346 43 47 16:00 9 0 3 11 87 105 77 9 3 4 0 2 1 0 311 44 47 17:00 4 2 4 16 59 123 67 14 0 0 0 2 1 0 292 43 46 18:00 3 1 7 18 63 95 65 8 0 1 1 0 0 0 262 43 45 19:00 0 0 2 4 29 77 55 14 2 2 1 0 0 0 186 45 49 20:00 0 0 1 5 11 28 27 15 7 0 0 0 0 0 94 48 51 21:00 0 0 0 4 5 12 11 8 4 1 0 0 0 0 45 48 53 22:00 1 0 0 0 2 7 18 3 1 1 0 0 0 0 33 45 48 23:00 0 0 0 0 0 1 2 2 1 0 0 0 0 0 6 47 51 Total 107 23 182 455 1140 1742 1204 287 55 25 12 9 5 0 5246 Percent 2.0% 0.4% 3.5% 8.7% 21.7% 33.2% 23.0% 5.5% 1.0% 0.5% 0.2% 0.2% 0.1% 0.0% AM 06:00 06:00 06:00 06:00 06:00 06:00 06:00 05:00 05:00 06:00 10:00 08:00 05:00 06:00 Peak Vol. 8 5 39 74 103 185 113 38 7 3 2 1 1 557 PM 13:00 15:00 12:00 13:00 12:00 13:00 16:00 13:00 20:00 16:00 13:00 16:00 16:00 13:00 Peak Vol. 17 3 18 44 91 135 77 20 7 4 2 2 1 385 Connecticut Counts Inc. Page 26 Route 30 West of Town Shopping Center Dr Kensington,Connecticut 06037 pP g (860)828-1693 Site Code:901 South Windsor,Connecticut Station ID: Westbound Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76Latitude:0'0.0&Ot Undefi 5th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 04/25/06 0 0 0 1 0 1 1 0 0 0 0 0 0 0 3 41 41 01:00 0 0 0 1. 0 3 1 2 0 0 0 0 0 0 7 46 47 02:00 0 0 0 0 0 1 8 4 1 0 0 0 0 0 14 48 49 03:00 0 0 0 0 5 10 11 4 1 0 0 0 0 0 31 45 48 04:00 1 0 0 3 11 23 57 24 2 0 0 0 0 0 121 47 49 05:00 5 2 9 8 37 93 120 43 6 0 1 2 0 0 326 46 50 06:00 11 9 27 84 119 192 97 16 4 0 0 0 2 0 561 42 45 07:00 2 2 11 22 64 100 69 21 7 0 1 0 1 0 300 44 49 08:00 3 3 14 25 47 72 51 17 2 1 2 0 0 0 237 44 48 09:00 4 1 8 22 73 119 72 18 1 2 0 0 2 0 322 44 47 10:00 3 2 13 31 79 114 53 11 0 0 1 0 1 0 308 42 45 11:00 9 3 14 29 70 138 59 13 1 0 1 2 2 0 341 43 46 12 PM 6 3 12 31 87 107 79 12 3 0 1 1 0 0 342 43 45 13:00 9 1 16 45 93 115 67 13 2 1 2 0 2 0 367 43 46 14:00 10 0 5 34 102 112 56 14 1 0 0 1 1 0 336 42 45 15:00 13 1 15 34 110 124 65 9 2 4 1 1 2 0 381 43 45 16:00 19 1 17 33 86 128 64 21 1 4 2 1 1 0 378 43 48 17:00 4 1 6 34 87 118 78 12 2 0 0 0 1 0 343 43 45 18:00 2 0 13 36 68 98 67 9 1 1 0 0 0 0 295 43 45 19:00 1 0 1 10 31 53 50 23 0 0 1 0 0 0 170 45 48 20:00 0 0 0 5 16 31 38 17 3 0 0 0 0 0 110 46 49 21:00 0 0 0 2 4 18 22 9 3 1 0 0 0 0 59 47 51 22:00 0 0 1 0 3 4 12 3 1 0 0 0 0 0 24 45 48 23:00 0 0 0 0 0 5 6 1 Total 102 29 182 491 1192 1779 1203 316 45 15 13 8 15 0 5390 Percent 1.9% 0.5% 3.4% 9.1% 22.1% 33.0% 22.3% 5.9% 0.8% 0.3% 0.2% 0.1% 0.3% 0.0% AM Peak 06:00 06:00 06:00 06:00 06:00 06:00 05:00 05:00 07:00 09:00 08:00 05:00 06:00 06:00 Vol. 11 9 27 84 11 9 192 120 43 PM 7 2 2 2 2 561 Peak 16:00 12:00 16:00 13:00 15:00 16:00 12:00 19:00 12:00 15:00 13:00 12:00 13:00 15:00 Vol. 19 3 17 46 110 128 79 23 3 4 2 1 2 381 Connecticut Counts Inc. Page 27 Kensington, Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828-1693 Site Code:901 South Windsor, Connecticut Station ID: Westbound Latitude:0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 04/AM 0 0 0 0 0 1 1 2 0 0 0 0 0 0 4 46 47 01:00 0 0 0 0 1 2 2 0 2 0 0 0 0 0 7 51 52 02:00 0 0 0 0 0 6 6 3 2 0 0 0 0 0 17 47 51 03:00 0 0 0 1 2 9 14 2 1 0 0 0 0 0 29 45 47 04:00 0 0 1 0 1 30 44 19 4 1 1 0 0 0 101 48 51 05:00 3 0 4 15 24 92 134 48 6 2 1 0 1 0 330 46 50 06:00 7 1 26 64 133 169 107 46 5 1 0 0 2 0 581 44 48 07:00 12 5 12 48 67 110 77 28 3 0 0 1 1 0 364 44 48 08:00 8 2 12 28 47 99 70 17 6 0 0 0 1 0 290 44 48 09:00 0 1 11 19 53 82 55 15 1 0 0 1 0 0 238 44 47 10:00 7 6 8 32 81 107 55 13 1 1 0 1 2 0 314 43 46 11:00 6 6 14 49 88 130 60 7 2 0 0 0 1 0 363 42 45 12 PM 8 1 19 27 77 100 67 20 1 2 0 0 1 0 323 44 47 13:00 12 5 24 61 100 138 50 9 2 1 1 0 1 0 402 41 45 14:00 9 3 19 35 73 97 52 10 2 1 0 0 0 0 301 42 45 15:00 9 8 20 31 97 110 74 16 1 0 0 4 1 0 371 43 46 16.00 17 0 6 25 86 135 80 22 0 2 2 1 2 0 378 44 47 17:00 4 0 1 13 87 113 82 19 2 0 0 0 0 0 321 44 47 18:00 0 0 7 27 80 105 58 13 3 1 1 0 1 0 296 43 47 19:00 4 0 5 2 27 61 65 22 4 0 0 0 0 0 190 45 49 20:00 0 0 0 1 17 35 29 20 5 0 0 0 0 0 107 48 50 21:00 0 0 0 1 6 14 21 11 2 1 0 0 0 0 56 48 50 22:00 0 0 0 0 1 8 10 10 0 0 0 0 0 0 29 48 50 23:00 0 0 0 1 0 4 4 2 2 1 0 0 0 0 14 51 52 Total 106 38 189 480 1148 1755 1217 374 57 14 6 8 14 0 5406 Percent 2.0% 0.7% 3.5% 8.9% 21.2% 32.5% 22.5% 6.9% 1.1% 0.3% 0.1% 0.1% 0.3% 0.0% AM 07:00 10:00 06:00 06:00 06:00 06:00 05:00 05:00 05:00 05:00 04:00 07:00 06:W 06:W Peak Vol. 12 6 26 64 133 169 134 48 6 2 1 1 2 561 PM 16*00 15:00 13:00 13:00 13:00 13:00 17:00 16:00 20:00 12:00 16:00 15:W 16:W 13:00 Peak Vol. 17 8 24 61 100 136 82 22 5 2 2 4 2 402 Connecticut Counts Inc. Page 28 Kensington, Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828-1693 Site Code:901 South Windsor, Connecticut Station ID: Westbound Latitude:0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 0427/06 0 0 0 0 1 2 0 0 0 0 0 0 0 0 3 37 37 01:00 0 0 0 0 2 1 2 1 0 0 0 0 0 0 6 42 46 02:00 0 0 0 0 0 2 8 5 3 0 0 0 0 0 18 50 52 03:00 0 0 0 0 3 9 13 8 0 0 0 0 0 0 33 47 48 04:00 0 0 1 0 3 32 48 17 3 1 0 0 0 0 105 47 50 05:00 0 0 6 11 22 81 107 42 8 1 0 0 0 0 278 46 50 06:00 8 5 24 63 127 165 111 30 1 2 1 2 1 0 540 43 47 07.00 4 2 14 30 59 116 84 16 8 2 0 0 0 0 335 44 48 08:00 4 4 8 40 66 75 55 14 2 0 0 0 0 0 268 43 46 09:00 6 2 5 28 64 96 47 13 4 1 0 2 0 0 268 43 48 10:00 7 2 14 39 74 113 44 14 2 0 0 1 0 0 310 42 46 11:00 8 3 13 47 105 131 78 15 2 1 0 0 1 0 404 43 45 12 PM 7 3 15 43 78 120 58 10 1 1 2 0 1 0 339 42 45 13:00 11 4 14 32 84 116 62 13 4 0 0 0 1 0 341 43 46 14:00 10 3 14 52 97 103 46 14 1 2 2 1 2 0 347 42 47 16:00 21 2 17 39 110 127 66 11 2 0 2 4 1 0 402 42 45 16:00 20 2 12 42 113 117 70 19 1 2 0 1 0 0 399 43 46 17:00 9 1 14 30 90 106 79 15 5 0 1 0 0 0 350 43 46 18:00 4 2 2 20 80 122 58 16 3 1 0 0 0 0 308 43 47 19:00 3 0 3 4 18 90 58 23 4 0 0 0 0 0 203 45 49 20:00 0 0 0 4 28 40 41 20 5 0 0 0 0 0 138 46 50 21:00 1 1 0 1 8 17 8 10 3 3 0 0 0 0 52 49 55 22:00 0 0 0 0 3 10 12 3 0 0 0 0 0 0 28 45 47 23:00 0 0 1 0 1 1 7 1 1 1 0 0 0 0 13 Total 123 36 177 525 1236 1792 1162 330 63 18 8 11 7 0 5488 50 55 Percent 2.2% 0.7% 3.2% 9.6% 22.5% 32.7% 21.2% 6.0% 1.1% 0.3% 0.1% 0.2% 0.1% 0.0% AM Peak 06:00 06:00 06:00 06:00 06:00 06:00 06:00 05:00 05:00 06:00 06:00 06:00 06:00 06:00 Vol. 8 5 24 63 127 165 111 42 8 2 1 2 1 540 PM Peak 15:00 13:00 15:00 14:00 16:00 15:00 17:00 19:00 17:00 21:00 12:00 15:00 14:00 15:00 Vol. 21 4 17 52 113 127 79 23 5 3 2 4 2 402 Connecticut Counts Inc. Page 29 Kensington, Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828-1693 Site Code:901 South Windsor,Connecticut Station ID: Westbound Latitude:0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 0428l06 0 0 0 0 0 0 1 3 0 0 0 0 0 0 4 47 48 01:00 0 0 0 1 0 3 1 2 0 0 0 0 0 0 7 46 47 02:00 0 0 0 0 0 1 6 4 1 1 0 0 0 0 13 49 55 03:00 1 0 0 2 3 8 14 6 2 0 0 0 0 0 36 47 50 04:00 0 0 1 2 5 28 44 19 3 0 0 0 0 0 102 47 50 05:00 2 1 6 11 40 82 108 33 7 3 0 1 0 0 294 45 50 06:00 7 5 25 52 104 161 140 30 5 1 0 0 0 0 530 44 47 07:00 6 3 20 27 55 116 85 32 7 2 2 0 0 0 355 45 49 08:00 2 2 22 32 56 106 64 23 0 1 0 0 0 0 308 44 47 09:00 8 1 22 41 86 86 37 14 1 0 1 1 0 0 298 42 46 10:00 7 2 18 38 90 137 51 10 2 1 0 0 2 0 358 42 45 11:00 8 1 18 39 100 128 81 21 3 2 0 0 0 0 401 43 47 12 PM 9 3 18 39 87 108 82 16 2 0 1 0 1 0 366 43 46 13:00 10 9 13 53 115 89 70 10 4 0 1 2 0 0 376 43 45 14:00 4 5 14 40 84 119 55 11 1 0 1 0 3 0 337 42 45 15:00 15 2 7 35 89 141 66 10 3 1 3 1 0 0 373 43 45 16:00 11 4 8 34 101 143 61 18 4 1 2 3 0 0 390 43 47 17:00 6 1 4 25 69 102 88 29 3 0 0 2 0 0 330 45 48 18:00 6 0 4 26 61 135 70 13 1 1 2 0 0 0 319 43 46 19:00 4 0 2 10 41 109 55 18 5 1 1 0 0 0 246 44 49 20:00 0 0 2 5 29 56 45 14 3 2 0 0 0 0 156 45 49 21:00 2 0 1 3 11 32 32 22 7 1 1 0 0 0 112 48 52 22:00 0 1 0 0 6 8 19 9 1 0 0 0 0 0 44 47 49 23:00 0 0 0 0 2 4 11 3 1 0 0 0 0 0 21 46 48 Total 108 40 205 515 1234 1902 1287 370 66 18 15 10 6 0 5776 Percent 1.9% 0.7% 3.5% 8.9% 21.4% 32.9% 22.3% 6.4% 1.1% 0.3% 0.3% 0.2% 0.1% 0.0% AM 09:00 06:00 06:00 06:00 06:00 06:00 06:00 05:00 05:00 05:00 07:00 05:00 10:00 06:00 Peak Vol. 8 5 25 52 104 161 140 33 7 3 2 1 2 530 PM 15:00 13:00 12:00 13:00 13:00 16:00 17:00 17:00 21:00 20:00 15:00 16:00 14:00 16:00 Peak Vol. 15 9 18 53 115 143 89 29 7 2 3 3 3 390 Connecticut Counts Inc. Page 30 Kensington, Connecticut 06037 Route 30 West of Town Shopping Center Dr (860)828-1693 Site Code:901 South Windsor,Connecticut Station ID: Westbound Latitude:0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 04J29/06 0 0 0 1 2 S 5 3 1 1 0 0 0 0 16 48 55 01:00 0 0 0 0 0 3 4 1 0 0 0 0 0 0 8 44 46 02:00 0 1 0 1 1 1 14 1 2 0 1 0 0 0 22 50 52 03:00 0 0 0 0 0 3 10 6 1 0 0 0 0 0 19 48 50 04:00 05:00 08:00 09:00 10:00 « * # k # « « « # « * « « # « # 11:00 # # * * * « * * # « k * * * # 12PM 13:00 * * # * # « * # # * # # « # # # 14:00 15:00 16:00 17:00 18:00 # * * k # « * # * # # # # # « * # 19:00 20:00 21:00 22:00 23:00 * « R « « R « R * * k # * « Total 0 1 0 2 3 10 33 10 4 1 1 0 0 0 65 Percent 0.0% 1.5% 0.0% 3.1% 4.6% 15.4% 50.8% 15.4% 6.2% 1.5% 1.5% 0.0% 0.0% 0.0% AM 02:00 00:00 00:00 00:00 02:00 03:00 02:00 00:00 02:00 02:00 Peak Vol. 1 1 2 3 14 5 2 1 1 22 PM Peak Vol. Total 1204 330 1934 5494 13820 22135 15568 4914 849 239 147 124 80 0 66838 Percent 1.8% 0.5% 2.9% 8.2% 20.7% 33.1% 23.3% 7.4% 1.3% 0.4% 0.2% 0.2% 0.1% 0.0% 15th Percentile: 31 MPH 50th Percentile: 38 MPH 85th Percentile: 44 MPH 95th Percentile: 49 MPH Stats 10 MPH Pace Speed: 36-45 MPH Number in Pace: 37703 Percent in Pace: 56.4% Number of Vehicles>40 MPH: 21921 Percent of Vehicles>40 MPH: 32.8% Mean Speed(Average): 37 MPH Appl #07-25P, Webster Commons Public Hearing, 6/26/07 Planning Department Report l. Re est r speci e ceptio t Section 5. , axed Uses ommer /Office zon s, site an a ro Ito nstru 2290 0 sq ft o com e:rcW spa 10 s'dent units on operty loc at 1678 a 00 Ellington Road, RC zone. 2. The stated purpose of this regulation is to increase the supply of affordable rental dwelling units in South Windsor by allowing construction of dwelling units in commercial buildings in certain commercial/office zones as a Special Exception use. Permitted uses include: Multi- family dwelling units; and uses which are expressly accessory to multi-family dwelling units (as determined by the Commission), intended and designed for the maintenance or operation of the property and/or the use of its residents. 3. . Proposed building height is 45 feet; 45 feet maximum allowed. T ^��� ''.� -156-feet. ' Yard setback fbr thu-nm ui m ure, w is was no ing o e se ac ). 4. The Commission can approve a Special Exception for mixed residential/commercial use eak3' if it finds that the following criteria are satisfactorily met. a. There is a balance between neighborhood acceptance and community needs; b. The existing/proposed commercial/office uses are not incompatible with residential uses; c. The internal traffic circulation pattern is designed to minimize safety hazards for residents, particularly with respect to access into and out of the building; d. Site design adequately reflects that residents' needs are accommodated as an integral part of the site design (e.g., recreation, parking, storage, access) such that the site functions as an integrated site; e. The proposed mixed use furthers the purpose stated in Section 5.7.1; f. Present and proposed utilities, streets, drainage system, and other -improvements--have-adequate-capacity to-accommodate-the-proposed use; --- -- ---- i g. There is no undue concentration of high-density residential development in any area/neighborhood. The Commission shall grant all approvals subject to such conditions and safeguards as will carry out the expressed purpose of these regulations. 5. . The traffic study indicates that, as expected, exiting from the site will be difficult during some portions of the day, with left turns having the most difficulty. Ellington Road has a single lane eastbound in that vicinity, and the two westbound lanes begin in the vicinity of this project. a g e . The rear parking lot has been designed to interconnect in the future to the east and west. The standard access management and cross-travel easement will be needed for that access area. 6. Pedestrian access has been provided throughout the site and a sidewalk is proposed along the site frontage. The internal pedestrian access is somewhat convoluted for a resident to walk from one of the apartments to the street. 11 V Al .�- s` 5.7Ad requires two parking spa it; but an applicant may request a � S�'"�''� waiver, which ma nted by the Commissi er applicant has e 59 demon that shared parking with commercial uses w' ad quate. ,cI - P 8. rc i ec ra an on a - nd Y s asked the a licant to return with the final color 5 pp m t be adhered to. palette and noted that the coordinated signage plan us � p i o 9. i L + P a ive ix re . IO.Each residential unit is required to have 60 sq ft of storage space. Storage sp ce, 4s not addressed on the lans.44_� `�' - �'��� �u'C( . P .,�' to ,� dJ uro f- ,,'j 1qd ere re no ntio asins; rain is ed g en d ' 1 r gla s. g 12 o create a u er ra er k@d Y ' er o pe y o 6 0 Yr. 13. he are re late etlan to he rear th ropert . applicant re ed I C pproval on /07 wit e followin nditions: intenance 2 eri in t amain d 0 o e ys accor ing to , a $15,000 bond to ensure compliance with the erosion and sediment control measures; and a $30,000 bond to ensure installation and establishment of the stormwater structure. 14.South Windsor Police Department has reviewed the plans and has expressed no concerns. 15.Fire Marshal review has reviewed these plans and has expressed no concerns. 16.Water Pollution Control Authority approval is required. 17 ow does the a plica ropose to handle refuse and recycling? If the esi ntial uni s are p op sed to be gal, that is nsidere comme cial u nd h owne ust rovi e for tr sh c llectio . I they w' 1 con o ini s, a g ment wi ve to e m e wit the wn r cu side ' up red S a h dicated that truc ill not en r the site 18.If this application is approved, the Planning Department requests�Iia�te �address the concerns noted. to Cyr ? u,u �V: _ -_ _ ___- 1A - vr-(J� f,IAA� C 3 T r v , ' .�.e.e Ole AA/7,-U� t J V 'towN Sf, C� F 710v�1'L 01P SO • w° 1540 SULLIVAN AVENUE• SOUTH WINDSOR,CT 06074 oe•co TELEPHONE(860)644-2511 CERTIFIED MAIL 7006 2150 0005 7640 3862 June 28,2007 Ben Wheeler Design Professionals, Inc. PO Box 1167 South Windsor, CT 06074 Dear: Ben Wheeler Re: App#07-25P-Webster Commons: We are pleased to advise you that the Planning&Zoning Commission voted on June 26,2007 to approve with modifications the above referenced application for'a special exception. to Article 5.7 and a Site Plan of Development. This approval is for the construction of 22,000 sq ft commercial space and 10 residential units on property located on 1678 & 1700 Ellington Road RC zone,as shown on plans prepared by Design Professionals, Job No 1345 dated 4/24/07,as revised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission,including a bond in the amount of$15,000 to ensure compliance with the erosion and sediment control measures;and a bond in the amount of$30,000 to ensure installation and establishment of the stormwater structure. 4. A landscape bond in the amount of$10,000 is required and must be submitted prior to filing of mylars. 5. All bonds must be in one of the forms described in the enclosed Bond Policy. 6. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the Zoning Regulations. 7. All s i 1 a per must bear the stamp and authorized signature of the Town of Sou'01 o a F 8. This approval does not constitute approval of the sanitary sewer,which can only be granted by the Water Pollution Control Authority. f {{E f i. 9. If a State Traffic Commission certificate is required, no building permits will be issued until the certificate has been issued(per CGS §14-311). 10. The building street number must be included on the final plan. 11. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 12.All free standing signs and/or building signs require the issuance of a sign permit before they are erected. 13. The Town Engineer's review comments dated June 19,2007,must be addressed to the Town Engineer's satisfaction. 14. Cross-travel and access management easements must be added to the parking lot. 15.The sidewalks must be configured so that residents have a direct route to Ellington Road. 16. HVAC units must be screened. 17.Applicant must return to the Architecture&Design Review Committee for approval of the final color palette. 18. Ground-level storage space for residential units must be shown on the plans. Black and white transparent mylars of Sheet #2, 3 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations and landscaping plans)must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the mylars have been signed by the Commission,they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. The attached special exception form must be completed and filed in the Town Clerk's office. The special exception will take effect upon filing. Sincerely, r *w Patrick Kennedy, Chairma 0_ Planning and Zoning Commission PK/ma cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control SCANNED Fire Marshal J i, Patrick Kennedy, Chairman of the South Windsor Planning & Zoning Commission, hereby certify that on June 26, 2007 the Planning and Zoning Commission granted a special exception to Article 7.5 of the Zoning Regulations for the construction of 22,000 sq. ft. commercial space plus 10 residential units located 1678 & 1700 Ellington Road, RC zone. Assessor's Map and Parcel Number: Map#64 Parcel#48,49 More particularly bounded and described as follows: 1408ZHE M: by load now or formerly of Norman T. Priest as shown on said aap, a distance of Four Hundred Nine and Thirty-four one-hundredths (409.341 feet; WASTER=: by land now or formerly of Joseph P. 6 Gail Rios and ,land now or formerly of Richard S. Kelley, partly by each, as shown an said map a total distance of One 8tmdred thirty-six and Fifty-three one-IIimdredths (136.53) feet; 500THEP 7: by land now or formerly of Gary C. 4 Barbara X. Spelwcin and land now or formerly of Nunzio Gaetano, Gertraud Gaetano 6 viaoent P..sica, partly by each, as . dbawn on said asap a total distance of Two Hundred and Seventy three (273.00) feet. FASTD= AGAIN: by land umow or formerly of Nunzio Gaetano, Gertrausd Gaetano 6 Vincent P. sica, as shoiwn on said nap.a distance of Two Hundred (200.00) feet; SOUTELE M MAIN hn a public Ughway known as Ellington Road Cooneetictit Route 30, as sbown on said map a distance of One Rundred Forty-seven.(147.00) feet; VES E=: by lead now or formerly of David B. Vibster i Alice X. Vebster aid designated Lot 2; as shown on said nap a distance of Coe Hundred Nicety-four and six one-handredths (194.061 feet; 90tTI8�tL7. . ACAIN: by load caw or formerly of David D. Nebster t Alice E. Webster and designated as Lot 2. as � a distance of Tvo U.00) feet; and OWNER OF RECORD: Dated at South Windsor, Connecticut this day of - ,20(��at In accordance with CGS Section 8-3d Patrick Kennedy, Chairman Planning&Zoning Commission Received for record this day of , 20_, at South Windsor, Connecticut ATTEST: M WX 1167 21 Fir SOUTH Wuu ,Cr 06074 PFm E_"0.291.$755 FAX:$8El.�91.8757 www:dttgnWofssSkMMRC om CIY1L. TR�PI�IC �MAINEfERs!rLANNEIlS f yRYEYOas f O(a ANALYST*f LANDSCAPE,AlfCfylTt T SOMAS C00404 art McWchoSetts,&Rhode thane! ri Michele Lipe Director of P1at�ning .Isnuary 142016 Tawas of South Windsor 1540 Sullivan Avenue South Windsor,CT 06074 Dear Michele• f f Re: PZC Site"Plan/Special Exception Webster Commons 1,678& 1700 Ellington Road DPI Project No.: 1345 et Pursuant to and on behalf of our client(Connecticut Valley Properties I Robert Ursa)Public Act 11-51 we herebyy request a five year extension from the nine year expiration date for the above- referenced application. F' Sincerely, AIAX i. 01 A t P er R.UeMaltie l President, CC: Robert Urso Benjamin Wheeler jo f i • r • • » • s a • • r :a. M G: obsiF345 deresti3.45.YLGextensionacuerYA1.t5.docx. �pW N Sf4 C O siou� ?d&U&Ot c 4 a w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 f�OSox•co`'`� TELEPHONE(860) 644 2511 Certified *70142120000332142644 February 8, 2016 Peter DeMallie Design Professionals Inc P.O. Box 1167 21 Jeffrey Drive South Windsor, CT 06074 RE: Appl. #07-11 P—Webster Commons-1678 & 1700 Ellington Road Dear Mr. DeMallie: At the February 3, 2016 regular meeting, the Inland Wetlands Agency/Conservation Commission approved a five year permit extension for application #07-11 P—Webster Commons 1678 and 17000 Ellington Road— Inland Wetland/Conservation Commission application for the construction of a commercial plaza, including parking lot, grading, stormwater management, utilities, and associated improvements for property located on the northerly side of Ellington Road, Restricted Commercial zone (RC), with the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning &Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on February 3, 2021. It is the landowners)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. 6. A maintenance report shall be submitted to Town staff annually verifying maintenance and operation of the stormwater system, has occurred and is operating according to specifications. 7. We recommend a bond of$15,000 to be submitted to the Planning and Zoning Commission to ensure compliance with the erosion and sediment control measures. 8. We recommend a bond of$30,000 to be submitted to the Planning and Zoning Commission to ensure installation and establishment of the stormwater structure. Bond to be held for one growing season. 9. Existing tree line to be marked on the final plans and a determination in the field to see if any root systems are being damaged. Very truly yours, Elizabeth A. Warren, Chairperson INLAND WETLANDS AGENCY/CONSERVATION COMMISSION EW:dt cc: Director of Planning' Chief Building Official Robert Urso, Connecticut Valley Properties 1 1 SC'N N se s 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 f�OSOR-CO TELEPHONE (860)644-2511 March 24,2016 Peter DeMallie Design Professionals,Inc. P.O. Box 1167 South Windsor, CT 06074 Dear Mr. DeMallie: Re: Appl. 07-25P, Webster Commons Special Exception and Site Plan We are pleased to advise you that the Planning & Zoning Commission voted on March 22, 2016 to grant the final five year extension to the site plan approval. originally granted on June 26,. 2007. This approval is subject to all previous approval modification in the letter dated June 28, 2007 (enclosed). Sincerely, Gary Bazzano, Chairman Planning&Zoning Commission GB/llz cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal