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HomeMy WebLinkAboutApp 16-50P Hartford Truck Equipment TOWN OF SOUTH WINDSOR PLANNING &ZONING COMMISSION APPLICATION FORM Application.Number: /10 FEE Official Receipt Date: h/ / Munis Application #: P 0 6 016 / SOUTH VGINDSOR PLANNING DERAPPLICANT: McGuire Road Associates,LLC PROJECT NAME: Hartford Truck Equipment COMPLETE LOCATION OF PROPERTY: 95 John Fitch Boulevard,South Windsor OWNER OF RECORD ON LAND RECORDS: McGuire Road Associates,LLC OWNER ADDRESS: 111 Farmbrook Lane,South Windsor,CT 06074 GIS PIN # 47700095 ZONE GC NAME, ADDRESS, TELEPHONE &EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Jim Bernardino Design Professionals,Inc. 21 Jeffrey Drive South Windsor,CT 06074 860-291-8755 jbernardino@dpinc.co Estimated presentation time: 15 min. THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing and Certificate of Mailing Required) ❑ Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Subdivision ❑ Special Exception to Table (Public Hearing and Certificate of Mailing Required) [x] Site Plan of Development [x] New ❑ Modification Building(s) Sq Ft 16,500 ❑ General Plan of Development ❑ Dept of Motor Vehicle License - State Hearing per Section 14-55 for ❑ Earth Filling (Sec. 7.6) and/or Earth Removal (Sec. 7.16) (Public Hearing and Certificate of Mailing Required) ❑ Regulation Amendment ❑ Zoning ❑ Subdivision -Attach proposed amendment (Public Hearing Required) ❑ Temporary and Conditional Permit (Public Hearing Required) for ❑ Temporary and Conditional Permit Renewal for ❑ Detached In Law Apartment or❑ Accessory Apartment (Public Hearing and Certificate of Mailing Required) ❑ Major Home Occupation (Certificate of Mailing Required) for ❑ 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 Commission. o A caner Print Name of Applicant Print Name of Property Owner Revised 2/2014 P.O.BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE:860.291.8755 FAX:8onalsi ..co 7 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS 1013 ANALYSTS / LANDSCAPE ARCHITECTS • Serving Connecticut,Massachusetts,&Rhode Island • • LETTER OF TRANSMITTAL To: Lauren Zarambo Date: 9/2/2016 DPI Project No. 1678 Re: PZC&IWA Applications Hartford Truck Equipment 95 John Fitch Boulevard South Windsor, CT WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Renderings ❑ Specifications : ❑ Copy of Letter ❑ Change Order ❑ • COPIES DATE NO. DESCRIPTION 1 9/2/16 1678 Letter to abutters 1 9/2/16 1678 Abutters list 1 9/2/16 1678 Receipt for certificates of mailing • These are transmitted as checked below: ❑ For Approval ❑ No exceptions taken ❑ Resubmit copies for approval • ® For your use ❑ Make corrections ❑ Submit copies for distribution ❑ As requested ❑ Revise and Submit ❑ Return corrected prints ❑ For review and comment ❑ Forbids due ❑ Prints returned after loan to us • REMARKS: • S 0 b 2i1"i b • „`�Ir�i�.v�,!�i„c,••.n C1^.`aNiP1G DEFT. • • SIGNED: CC: L ra Cenci, Executive Assistant September 2,2016 To Whom It May Concern: I hereby authorize Design Professionals, Inc.to act as an authorized agent in the pursuit of land use permits and approvals with respect to the property at 95 John Fitch Boulevard in South Windsor, Connecticut. Sincerely, Blake Brannon McGuire Road Associates,LLC P.O. BOX 1 167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE: 860.291.8755 ryy FAX: 8onalsi .8757 c.com R V www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut,Massachusetts,&Rhode island September 2, 2016 CERTIFIED MAIL Re: Hartford Truck Equipment Inland Wetlands & Watercourses/Planning& Zoning Applications 95 John Fitch Boulevard : • Dear Abutting Property Owner: : In accordance with Section 7.3b of the "Town of South Windsor Inland Wetlands, Watercourses, and Conservation Regulations", we are required to notify you that an application has been filed on The property abutting yours and it is subject to a hearing by the Inland Wetlands Agency / Conservation Commission. The application and plans are on file with the South Windsor Planning Department. Furthermore, in accordance with the Rules & Regulations of the South Windsor Planning & Zoning Commission, you are hereby notified that an application has been filed on the property located at 95 John Fitch Boulevard, abutting your property, which will be the subject of a meeting by the Planning & Zoning Commission. The application and plans are on file with the South : Windsor Planning Department. As an abutting property owner you are invited to the hearing(s)/meeting(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 hearing date of the Planning & Zoning application, please contact Michele Lipe, AICP, Town Planner, at the South Windsor Planning Department at 860-644-2511, ext. 252. For further information regarding the specific hearing date for the Inland Wetlands & Watercourses Application, please contact Jeff Folger, Environmental Planner/Conservation Officer, Planning Department, 860-644-2511, ext. 229. • If you have any questions regarding the specifics of the plans, please feel free to contact our office at 860-291-8755. Thank you. Sincerely, DESIGN PROFESSIONALS, INC. • : Peter R. DeMallie President Cc: Town of South Windsor Client 95 John Fitch Blvd abutters TOWN OF SOUTH WINDSOR,CONNECTICUT Parcel ID Site Address Owner Name Mailing Address Mailing City State Mailing Zip 47700080 80 JOHN FITCH BLVD TONYS TURTLE GAS LLC 246 HILTON DRIVE SOUTH WINDSOR CT 06074-0000 47700073 73 JOHN FITCH BLVD CHURILO PETER 73 JOHN FITCH BLVD SOUTH WINDSOR CT 06074-0000 47700090 90 JOHN FITCH BLVD GILL JASON 35 HIGHLAND AVE WINDSOR CT 06095-0000 84100108 108 SPIELMAN ROAD LATORRE EDA 108 SPIELMAN RD SOUTH WINDSOR CT 06074-0000 S0400542 542 KING STREET KING GEORGE E TRUSTEE 4195 SE CENTERBOARD STUART FL 34997-0000 4770R005 R005 JOHN FITCH BLVD CONN STATE OF 2800 Berlin Turnpike Newington TET 06111-0000 3030L002 L002 ELLINGTON ROAD CONN STATE OF 2800 Berlin Turnpike Newington CT 06111-0000 and Address of Sender Check type of mail or service: Affix Stamp Here (If issued as a Certified Recorded Delivery(International) certificate of mailing, COD Registered or for additional Delivery Confirmation Return Receipt for Merchandise copies of this bill) Express Mail Signature Confirmation Postmark and Insured Date of Receipt Handling Actual Value Article Number Addressee(Name,Street,City,State,&ZIP Code) Postage Fee Insured Due Sender DC SC SH RD RR Charge if Registered Value if COD Fee Fee ', Fee Fee Fee Tony's Turtle Gas LLC 246 Hilton Drive South Windsor, CT 06074 Peter Churilo 73 John Fitch Boulevard ii PRSTAaE SOUTH WINDSOR.CT South Windsor, CT 06074 06074 SEPAA,U4T Jason Gill 0 W.M.-" $A ` 16 35 Highland Avenue 0000 R H 2 -lots Windsor,CT 06095 Eda Latorre _ 108 Spielman Road �� Q 2a� gntuth Windsor, CT 06074 George King 4195 SE Centerboard Stuart, FL 34997 'SPS Connecticut Department of Transportation 2800 Berlin Turnpike Newington, CT 06111 umber of feces Total Nu er of P' s Postmaster,Per(Name of receiving am, o e) �y Sende / Receivea47 See Privacy Act Statement on Reverse ' P.O. BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE: 860.291.8755 FAX: 860.291.8757 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, * Rhode Island • Narrative Statement Hartford Truck Equipment Corporate Headquarters 95 John Fitch Boulevard South Windsor, Connecticut DPI Project No. 1678 September 2, 2016 Members of the Commission, • On behalf of applicant McGuire Road Associates, LLC,please accept this narrative and the enclosed application,plans, and reports in support of the subject project. The applicant owns the subject±4 acre parcel located at 95 John Fitch Boulevard(US Route 5), the site of the former : South Windsor Ten Pin Bowl,which was built in the 1950s and partially demolished in 2011 after the roof collapsed from heavy snow. The subject project proposes to enhance the subject parcel by removing the unattractive former building foundation and a portion of the existing pavement and constructing for Hartford Truck Equipment a new±16,500 square feet(sf) corporate headquarters building containing f7,000 sf of office/sales/showroom space and a±9,500 sf garage, along with associated site features and improvements such as landscaping, lighting, utilities and a stormwater drainage management system that includes treating stormwater runoff prior to discharging from the site. • Hartford Truck Equipment is a South Windsor-based, family-owned and-operated truck upfitter and equipment distributor currently operating at the adjacent 67 McGuire Road. The business is the final assembly point for many types of commercial vehicles and upfits trucks and other vehicles with truck beds, liftable truck beds, and truck bodies, and accessories such as snow plows, salters, and sanders. They currently employ 10 people and anticipate increasing the number of employees to 13 within the first year of occupancy. The new headquarters building will have capacity to employ up to 27. The site currently has two curb cuts along John Fitch Boulevard(US Route 5): a full movement driveway at the northeastern corner of the site; and a right-in/right-out access driveway at the southeastern corner of the site. The two existing access points are proposed to be maintained as shown on the enclosed plans. There is a travel easement on the subject parcel at the northern curb cut that is the primary access for vehicles accessing the existing Hartford Truck Equipment location and several other businesses to the north of the subject parcel, including McCarthy Concrete Company. This access and easement help reduce the amount of commercial traffic (customers, deliveries, etc.) on McGuire Road, King Street, and the surrounding residential area to the west. The northern curb cut is also proposed to be the primary access for customers and large C • • • material delivery trucks for the proposed project. The existing southern access to Route 5 is necessary for larger vehicles to safely navigate through the site and re-enter Route 5. Fuss& O'Neill of Manchester, Connecticut has prepared the enclosed Traffic Impact Study and concluded that the proposed project and access drives will not have a significant impact on area traffic operations. A preliminary proposed site plan has been shared with the Connecticut Department of Transportation for initial comments and a formal package will be submitted shortly. • The parcel in the existing condition is 89% covered by impervious material such as the former building foundation slab and parking lot pavement. The project proposes to significantly reduce the amount of impervious area on site from the existing 89% down to 65%by removing a significant portion of the existing pavement at the rear/west of the site, and through the addition of landscaped areas in the front/eastern portion of the site near the proposed building and in the proposed parking areas. This decrease in impervious area will result in a decrease in the amount of stormwater runoff leaving the site, and in addition a hydrodynamic stormwater quality unit is proposed to treat the decreased stormwater discharge by removing at least 80% of the total suspended solids (TSS). • The existing mature vegetation along the rear/western property boundary abutting adjacent residentially zoned land is proposed to be augmented with additional coniferous landscaping as required in an effort to provide a visual buffer. The balance of the site is also proposed to be enhanced with landscaping, including shade trees within the parking area and foundation plantings. The rear/western storage area is proposed to be separated from the front/eastern customer and public area by an 8' tall chainlink fence with privacy slats, as well as a row of arborvitaes. For security purposes, the remainder of the storage yard at the rear/west of the site will be surrounded by a 6' tall chainlink fence. The site is proposed to be lit with LED, full-cutoff, dark sky-compliant luminaires mounted on poles and the building, as shown on the enclosed plans. Utility connections for electric,telecommunications, gas, and water are being coordinated with the respective utility companies. Sewer is not available in the vicinity and the enclosed plans include a proposed septic system, a preliminary plan of which has been submitted to the Health Department for initial comments. Trash and recycling bins are proposed in the rear/western portion of the site, behind the 8' tall chainlink fence with privacy slats and the row of arborvitaes. The proposed building has been designed by Orlando Annulli & Sons, Inc., of Manchester, Connecticut. The enclosed colored building elevation depicts the proposed attractive dual tone metal panel building with colored splitface block entrance and generous amounts of glazing along the frontage for the showroom/office/sales space. The southern half of the roof is proposed to be fitted with solar panels. The rear/western fagade of the building is proposed to have a large roll up door for vehicle access, and the northern and southern facades are proposed to have single pedestrian doors for employee and small parcel delivery access. • w • We are excited to present this project, to keep a successful and growing company in Town, and to be a part of an opportunity to beautify a neglected and prominent eyesore along Route 5. We trust that the above and enclosed information is sufficient for the project to be evaluated,and look forward to working with the Commission and Town staff as this project moves forward. • Sincerely, DESIGN PROFESSIONALS, INC. • i ' • 6 ' By: Mir De allie • President • eater TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT AA C G U i yA fJ �SSaL t/� 5 UC PROJECT NAME ��" Tf�(Z-0 �f-(LlS C•IL Q U P iV� ��N'T 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. 1. On each sheet for plans or maps, title block with the following information: a. Name, address and telephone of applicant. L/ b. Name, address and telephone number of Land Surveyor or Professional Engineer. '✓ c. Name of Development. ✓ d. 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. a. Data block which gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, etc. ✓ b. Outline of buildings. c. Layout of streets. d. Surrounding property boundaries-within 500 feet. e. Names of abutting property owners. A f. Proposed open spaces and recreation areas. g. Driveway cuts on abutting properties and any properties across from proposed site. h. Distance to and name of nearest intersection street. 3. Architectural Elevations: See attached checklist for Architecture and Design Review. i 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. LA b. Proposed streets and street lines with center line station, curve data, and parking spaces. c. Building lines in accordance with zoning regulations. d. Proposed buildings and other structures, including signs, outside lighting, and dumpsters (on concrete pad and screened). e. Easements, noting grantors, grantees, and purpose must be shown in table format, e.g. below Grantor Grantee Type of Date Filed Vol/Pg Easement 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. 4 h. All open space or other common or public land uses shall be indicated. i. A-2 certification; P.E./L.S. Seal. 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: a. All existing and proposed buildings. b. Curb Lines and pavement width, sidewalks. c. Existing and proposed sanitary sewers. d. Existing and proposed water and-all existing utilities. 2 ✓ e. Present wooded area indicated by foliage lines. Any trees to be saved should be shown. ✓ 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. l r� i. Connections of all springs into proposed storm drainage system as needed. rd)A j. Location and indications of existing brook channels, and 100-year flood limits. ✓ k. A-2 &T-2 Certification; RE & L.S. Seals. 6. Landscaping plan 7. Drainage calculations: - Zero Runoff Increase per attached guidelines. ✓ 8. Traffic Report 9. Site Lighting Plan 10. 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 A> 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. Ak— c. Sight line at driveway&street intersections. 3 T ■ N /k 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. 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. 11. 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. y 12. 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. LAN P PARER (P.E./L.S.) DATE February 2002; Rev. 4-04 4 NAM E: M12- k l V.,V COIL FCC Ut 0 wk,e(,.JT LOCATION: q5— Sc-)4N PtTCO &UUE•(A-(2.0 TYPE OF PROJECT: T IZVC y vP F)Tl e o C0(P0�.-C 0 d cE /SAt.ES 1 &A-P-AG ARCHITECTURAL AND DESIGN REVIEW COMMITTEE CHECKLIST The following items must be submitted, in accordance with Section 9.1 of the Zoning Regulations at the time of a site plan application for an industrial or commercial building, or high density housing. 1. Site plan of the property (per Section 8 of the Zoning Regulations) 2. Architectural elevations of the proposed buildings 3. Types, styles and colors of building materials, exterior facades and facing, and fenestrations (samples suggested) 4. Special architectural features (if applicable) 5. Colors, materials, and location of lighting 6. Design of signs 7. Mechanical hardware proposed on or around the building and roof, including trash compactor, and auxiliary storage areas 8. Landscape plan indicating location, types, sizes, and quantities of proposed plant materials 9. Lighting Plans (per Section 17.22.1.A.1-4 Submission requirements) All of the above-required informatioa4Daterials have been provided. ig Mn-a Voe Date Please be aware that missing information or incomplete information may result in a delay in action by the Committee on this application. Revised December 20, 2000 p r. •'. - s ( � , :ill !F°�� ,� � .-. ., i ► 14 ALM IL -,w%i A sm MEM e �- R f �, � j,� i�..tl""�'tk+5. ll�ili�Y,bf'�'�i�e��G — I •a l� .r` � �� , • L - r (0 -5 P Stormwater Management Report Hartford Truck Equipment 95 John Fitch Boulevard (Route 5) South Windsor, CT CONN �'i 0" = - - ZT475 ,� va i RECEIVED Prepared by: SEP 0 HIM SOUTH WNDSOR PLANNING DEPT. Design Professionals, Inc. 21 Jeffrey Drive, PO Box 1167 South Windsor, CT 06074 August 30, 2016 Table of Contents Introduction Pre-Development Site Conditions Post-Development Site Conditions Analysis of Results Water Quality Conclusion Appendices FEMA Flood Insurance Rate Map (FIRM) NRCS Hydrologic Soil Group (HSG) Map Town of South Windsor Health Department Soil and Percolation Data Sheet Water Quality Flow Calculations Water Quality Unit Sizing Report Drainage Area Maps Pre-Development Drainage Map Post-Development Drainage Map Introduction Hartford Truck Equipment is a truck upfitter and equipment distributor and is proposing to develop a±4 acre parcel at 95 John Fitch Boulevard(Route 5) (South Windsor Parcel ID 5-16). John Fitch Boulevard(Route 5) is a state road maintained by the Connecticut Department of Transportation (ConnDOT). The subject site is the location of the former South Windsor Ten Pin Bowl that was demolished in 2011 after the roof collapsed from heavy snow. The site currently contains the foundation slab of the former building,pavement, and associated site improvements. Hartford Truck Equipment is proposing to remove the existing building foundation slab and portions of the existing pavement to construct a new±16,500 sf building containing ±7,000 sf of office/sales/showroom space and a±9,500 sf garage, along with associated site improvements including landscaping,lighting, utilities, and stormwater management. The proposed project will significantly reduce the amount of impervious area on site from±89% existing to ±65%proposed and will improve the quality of the stormwater leaving the site. For more information,please refer to the plans entitled"Proposed Site Plan for Hartford Truck Equipment, 95 John Fitch Boulevard(Route 5), South Windsor, CT"prepared by Design Professionals, Inc., dated August 31, 2016, or the latest revision. Pre-Development Site Conditions The subject site currently contains a building foundation pad,pavement, and associated site improvements. The site is ±89% impervious and is relatively flat with two primary drainage areas. The front/eastern portion of the site between the existing building foundation slab and the street drains uncontrolled to the street and is collected in catch basins within the street and enters the DOT drainage system. The majority of the site drains to a catch basin in the rear/southwest of the site that drains via an underground pipe to the DOT drainage system in the street. The enclosed Federal Emergency Management Agency(FEMA)Floor Rate Insurance Map (FIRM) shows the subject site outside of any flood zones. The enclosed United States Department of Agriculture (USDA) Natural Resources Conservation Services (NRCS) Hydrologic Soil Group (HSG)Map shows the subject site as Urban Land with Group D soils. Though the NRCS HSG map indicates Group D soils which have very slow infiltration rates, two percolation tests were performed and witnessed by the South Windsor Health Department which indicated percolation rates of less than one minute per inch as noted on the enclosed Site Investigation for a Subsurface Sewage Disposal System. For more information,please refer to the enclosed Pre-Development Drainage Map. Post-Development Site Conditions The subject project proposes to significantly reduce the amount of impervious area on site from the existing±89%to±65% by removing a significant portion of the existing pavement at the rear/west of the site, and through the addition of landscaped areas in the front/eastern portion of the site near the proposed building and in the proposed parking areas. Stormwater runoff from the subject site is proposed to be captured in several deep-sump, hooded catch basins and routed via several new underground drainage pipes to a stormwater quality unit prior to discharging to the DOT drainage system in Route 5. The existing single grate Type C-L catch basin at the rear/southwest of the site is proposed to be removed and replaced with a Type I double grate Type C-L catch basin. For more information,please refer to the enclosed Post-Development Drainage Map. Analysis of Results The subject site in the proposed condition 1) will have significantly less impervious area than the existing condition, 2) will generate less stormwater runoff, 3)preserves existing drainage patterns, and 4) will result in a reduction in the quantity and rate of stormwater leaving the subject site and entering the DOT drainage system in John Fitch Boulevard (Route 5). Water Ouality All new catch basins are proposed to have deep sumps and be equipped with hoods in an effort to contain sediment and floatables. An estimated TSS removal efficiency of 25% is expected for these structures. The proposed water quality unit is sized consistent with manufacturer recommendations to provide TSS removal of at least 80% for the water quality flows calculated in the enclosed Water Quality Flow Calculations. Conclusion The proposed stormwater management system as discussed herein and shown on the referenced plans is appropriate for the proposed development on the subject site, is consistent with Town and State requirements, and should not pose significant detrimental impacts to the environment. Due to the significant decrease in impervious area proposed by the project, the rate and volume of stormwater leaving the site will be reduced. a it t1oodinsurance is available in this community, c the National Flood Insurance Program at(800)638-6020. � ,r MAP SCALE 1' - 500' 250 0 500 100 F L�L—W PANEL CMF FIRM r= FLOOD INSURANCE RATE MAP r-, HARTF'ORD COUNTY, CONNECTICUT (ALL JURISDICTIONS) f-r-r PANEL 386 OF 675 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) " CONTAIN& �.....,, OOraaNtlTY NUMBER PAfVEI. 8UFp1I lOIrfNVA,XytlA TONI,rY OgpbM CIIbd f ' FA9T rrMrIFCPa.TONN OF 010re7 91N F 1 d /yam lAnk.ro U..r:Tar 11UP ft-Mb s-hewn NW..N 1114 Y.—d SITE . -1 d�.� r�r....� I-�.— w.w w.ed e.uwd.n Inwrmcn.pPd.t, ror W. -we',net r•--r MAP NUMBER r=- *SEPTEMBER 09003CO386F EFFECTIVE DATE: L 26,2008 _ Fedcml Emergency Mxnngeinent Agency This id an official copy of a portion of the above referenced flood map. fi extracted using F-Mrr On-Una. This map does not reflect changes r, or amendments which may have been made subsequent to the date on the title block. For the latest product Information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at www,meo.fama.gov Hydrologic Soil Group—State of Connecticut 3 t�I N t\ 41° 10"N 697770 697790 697810 697830 697850 697870 697890 697910 697930 697950 697970 697990 698010 48' "Y •+f g 41°48'10"N 0 0 ON M oNo �l ^O N O o� M oNp M oo N ON M op M � 5 0 m 0 M O N O .i oM M o $N M ��Mpp 41°48'4"N .L. .. 41°48'4'N 3 697770 697790 697810 697830 197850 697870 697890 697910 697930 697950 697970 697990 698010 b 3 ^ Map Scale:1:1,180 if printed on A landscape(11"x 83')sheet Meters M NN 0 15 30 60 90 A 0 50 100 200 300 Map projection:Web Mercator Caner coordinates:WGS84 Edge tics:UTM Zone 18N WGS84 LisM Natural Resources Web Soil Survey Conservation Service 8/26/2016 National Cooperative Soil Survey Page 1 of 4 Hydrologic Soil Group—State of Connecticut MAP LEGEND MAP INFORMATION Area of Interest(AOI) ® C The soil surveys that comprise your AOI were mapped at 1:12,000. Area of Interest(AOI) ■ C/D Soils Warning:Soil Map may not be valid at this scale. Soil Rating Polygons ■ D Enlargement of maps beyond the scale of mapping can cause EM A p Not rated or not available misunderstanding of the detail of mapping and accuracy of soil line Water Features placement.The maps do not show the small areas of contrasting AID Streams and Canals soils that could have been shown at a more detailed scale. B Transportation Please rely on the bar scale on each map sheet for map B/D Rails measurements. ED � C ,ry Interstate Highways Source of Map: Natural Resources Conservation Service 0 C/D Web Soil Survey URL: http://websoilsurvey.nres.usda.gov .✓ US Routes Coordinate System: Web Mercator(EPSG:3857) 0 D Major Roads Maps from the Web Soil Survey are based on the Web Mercator 0 Not rated or not available Local Roads projection,which preserves direction and shape but distorts Soil Rating tines distance and area.A projection that preserves area,such as the Background Albers equal-area conic projection,should be used if more accurate A ■ Aerial Photography calculations of distance or area are required. "y A/D This product is generated from the USDA-NRCS certified data as of B the version date(s)listed below. B/D Soil Survey Area: State of Connecticut ,ry C Survey Area Data: Version 14,Sep 22,2015 Soil map units are labeled(as space allows)for map scales 1:50,000 ry C/D or larger. r�rr D Date(s)aerial images were photographed: Mar 28,2011—Apr 18, r r Not rated or not available 2011 Soil Rating Points The orthophoto or other base map on which the soil lines were ■ A compiled and digitized probably differs from the background imagery displayed on these maps.As a result,some minor shifting ■ A/D of map unit boundaries may be evident. ■ B ■ B/D LsD A Natural Resources Web Soil Survey 8/26/2016 Conservation Service National Cooperative Soil Survey Page 2 of 4 Hydrologic Soil Group—State of Connecticut Hydrologic Soil Group Hydrologic Soil Group—Summary by Map Unit—State of Connecticut(CT600) Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 306 Udorthents-Urban land B 0.0 1.1% complex 307 Urban land D 4.3 98.9% Totals for Area of Interest 4.4 100.0% Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups(A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate(low runoff potential)when thoroughly wet. These consist mainly of deep,well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained orwell drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture.These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate(high runoff potential)when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method. Dominant Condition Natural Resources Web Soil Survey 8/26/2016 Conservation Service National Cooperative Soil Survey Page 3 of 4 Hydrologic Soil Group—State of Connecticut Component Percent Cutoff.- None Specified Tie-break Rule: Higher LISDA Natural Resources Web Soil Survey 8/26/2016 Conservation Service National Cooperative Soil Survey Page 4 of 4 Town of South Windsor — Health Department 1540 Sullivan Avenue, South Windsor, CT 06074 H-C°" Phone: 860-644-2511 ext. 250 Fax: 860-644-7280 SITE INVESTIGATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM Application/Permit#: Property Owner Location_95 John Fitch Boulevard DEEP TEST PIT DATA/SOIL DESCRIPTIONS DATE: 4/28/16 (Record all Test Pits) TEST PIT: 1 TEST PIT: 2 TEST PIT: 3 TEST PIT: 48"Total Pit Depth 74"Total Pit Depth 89"Total Pit Depth 0-6":Bituminous 0-3": Bituminous 0-5": Bituminous 6-9": Fill 3-9": Fill 5-9":Gravel(Coarse) 9-21:Dark fill layer 9-25":Fine Sandy Loam 9-11":Fill 21-42":Fine sandy Loam 25-74"Fine Sand, 11-21":Fine sandy Loam 42-48":Med. Sand mottles @ 62" 21-39":Med.Course sand Electrical wires at 3 1"perhaps some fines to lot lights? 39-89":Course Sand Mottles: N/O Mottles:62" Mottles:N/O Mottles: GW: N/O GW: N/O GW: N/O GW: Ledge: N/O Ledge: N/O Ledge: N/O Ledge: Roots: N/O Roots: N/O Roots: N/O Roots: Restrictive: Restrictive: 62" 1 Restrictive: None I Restrictive: COMMENTS: GROUNDWATER TABLE(Near max.,below max.,etc.): SOIL MOISTURE(High,medium,low,etc.): Low PERCOLATION TEST DATA DATE: 4/28/16 (Record all Perc Tests) PERC: 1 PERC: 2 PERC: PERC: DEPTH: 32 DEPTH: 28" DEPTH: DEPTH: PRESOAK: 10:15 PRESOAK: 10:26 PRESOAK: PRESOAK: TIME READING TIME READING TIME READING TIME READING 10:18 12" 10:29 12" 10:19 9" 10:30 7.5" 10:20 Empty 10:31 5" 10:32 Empty PERC PERC PERC PERC RATE: < 1 min./inch RATE: <1 min/inch RATE: RATE: COMMENTS: SITE INVESTIGATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM LOCATION DRAWING INCLUDING ALL TEST PITS AND PERCOLATION HOLES SPECIAL CONDITIONS CONCLUSIONS Design Flow>2000 GPD Suitable for Sewage Disposal Public Water Supply Watershed Unsuitable for Sewage Disposal Probable High Groundwater Additional Investigation Req'd Slope>25 percent Wet Season Monitoring Req'd Perc Rate< 1 min/inch X Retest During Wet Season Perc Rate>30 min/inch Licensed Engineer Plan Req'd Ledge<5 feet below grade Other: Limited Suitable Area Open Watercourse or Wetlands Flood Plain/Seasonal Flooding Max. G.W.<36 inches below grade DESIGN RECOMMENDATIONS/COMMENTS Form completed by: Diane L.Collelo,Environmental Health Specialist (Certified Local Health Agent or P.E.) Accuracy assured by(If P.E.completed form): Others present for site investigation(Engineer,developer,installer etc.): Suzanne P Choate,PE,DPI Daniel H.Hameson,EIT,DPI Hartford Truck Eguinment August 30, 2016 Water Ouality Flow Calculations Per 2004 Connecticut Stormwater Quality Manual Per Appendix B page B-3: Water Quality Flow (WQF) _ (qu)(A)(Q), where: qu=unit peak discharge (cfs/mil/inch)per Exhibit 4-III A=drainage area(mil) Q=runoff depth (in watershed inches) _ [Water Quality Volume(WQV) (in acre-feet)] x [12 inches/foot]/drainage area (acres) To find qu with Exhibit 4-III, the following is needed: Time of Concentration(Tc) =9.6 mins =0.16 hours Initial Abstraction (Ia)/Design Precipitation (P): Initial abstraction (Ia) in inches from Table 4-I in Chapter 4 of TR-55, needs the Curve Number(CN) CN= 85 Ia=0.353 inches Design Precipitation(P) = 1 inch for water quality storms per Appendix B Ia/P=0.353 qu=475 cfs/mil/inch A=4.13 acres =0.006 mil Q=WQV (acre-feet)x 12/drainage area(acres) Water Quality Volume (WQV) _(1")(R)(A)/12, where: R=volumetric runoff coefficient =0.05 +0.009(I), where I=percent impervious cover=65% R=0.05 +0.009(I) R=0.05 +0.009(65) R=0.635 A=site area in acres =4.13 acres WQV= (1")(R)(A)/12 WQV = (1")(0.635)(4.13)/12 WQV=0.22 ac-ft Q= (WQV X 12 in/ft)/Drainage Area Q=(0.22 acre-feet x 12)/4.13 acres Q =0.64 in WQF=quxAxQ WQF=475 cfs/mil/inch x 0.006 mil x 0.64 in WQF= 1_8 cfs required Proposed The proposed 6' Diameter Downstream Defender is rated for at least 80% TSS removal for the design flows per the enclosed sizing report. • 4 Stormwater Solutions MR Stormwater Separator Hy0ro Online Sizing Calculator Project Summary International Project Details Contact Details Hartford Truck Dane LaBonte South Windsor, CT Design Professionals, Inc. United States South Windsor, CT Application: Primary Treatment United States Development Type: Redevelopment I Downstream Defender Specification --� A Vortex Chamber Diameter 6 ft E F B Maximum Inlet Pipe Diameter 18" t B 1 C Oil Storage Capacity 216 gal © H D Sediment Storage Capacity 2.1 yd3 E Outlet Pipe Diameter 18" T F Minimum Stormdrain Depth 3.2 ft Q G Standard Depth 5.9 ft A List Of Stormwater Separators On Project Page 1 of 1 VJQU Downstrearn Defender Size 6-ft Sizing Method: Target Particle Size Downstream Defender is Set: Offline Target Particle Size: 50 Microns Rim Elevation (A): 9.1 ft Total Suspended Solids Removal: 80% Minimum Depth(B): 3.2 ft Water Quality Flow Rate: 1.8 cfs Invert Elevation of Outlet(C): 4.37 ft Peak Flow Rate: 13.18 cfs Distance from Outlet Invert to Sump(D): 5.9 ft Inlet Pipe Diameter: 18 in Outlet Pipe Diameter: 18 in Hydro International, Stormwater Solutions,94 Hutchins Drive, Portland, ME 04102 Tel: (207) 756-6200 Fax: (207) 756-6212 Web: www.hydro-int.com Email:stormwaterinquiry@hydro-int.com 5o P ' RECEIVE® SEP 0 0 '11-010 ' SOUTH WINDSOR Pl1WNINC DEPT, Traffic Impact Study Hartford Truck Equipment Site Relocation ' South Windsor, Connecticut ' September 2016 'I ornn of South Windsor Planning and Zoning Commission C"IDOT Encroachment Permit Application ' FUSS&O'NEILL ' 146 Hartford Road Manchester, CT 06040 Approved by License No. 23761 ' Mark 3.Vertucci,P.E. PTOE Pre ored m Blake Brannon Hartford Truck Equipment 76 McGuire Road South Windsor,CT 06074 20101159360 FUSS&O NEILL Table of Contents Traffic Impact Study Hartford Truck Equipment Relocation South Windsor, Connecticut ... Summary Sheet.......................................................................................................ni 1 Introduction.................................................................................................. 1 2 Existing Condition ........................................................................................ 1 2.1 Site of Development..............................................................................................1 2.2 Adjacent Roadway Network..................................................................................1 2.3 Study Area Intersections .......................................................................................2 ' 2.4 Traffic Volumes, Speeds and Counts....................................................................3 3 Background Traffic Conditions ...................................................................3 3.1 Growth Rate ..........................................................................................................3 3.2 Other Developments.............................................................................................3 3.3 Planned Roadway Improvement Projects.............................................................3 ' 4 Proposed Conditions ...................................................................................4 4.1 Development.........................................................................................................4 4.2 Site Access and Circulation...................................................................................4 4.3 Trip Generation.....................................................................................................4 4.4 Trip Distribution...................................................................................................5 4.5 Combined Volumes...............................................................................................5 5 Analyses .......................................................................................................5 ' 5.1 Crash Analysis.......................................................................................................5 5.2 Intersection Sight Distance Analysis ....................................................................6 5.3 Intersection Capacity Analysis..............................................................................6 5.4 Queue Analysis......................................................................................................7 6 Conclusions & Recommendations.............................................................8 \\private\dfs\ProjectData\P2016\0664\A10\Deliverables\Report\TIS_MSM_20160664(Final).docx I r FUSS F &O N' EILL ' Table of Contents (Continued) Traffic Impact Study Hartford Truck Equipment Relocation South Windsor, Connecticut Appendices End of Report ,lppelldiv -1 -Tables 1. Peak Hour Site Generated Traffic Volumes 2. Intersection Crash Data Summary 3. Unsignalized Intersection Level of Service Summary ' 4. Weekday Morning Peak Hour Queue Length Summary 5. Weekday Afternoon Peak Hour Queue Length Summary 1ppeildil- B - Fi�lnc. 1. Site Location Map 2. Weekday Morning/Afternoon 2016 Existing Conditions 3. Weekday Morning/Afternoon 2017 Background Conditions 4. Site Generated Traffic Arrival/Departure Distribution 5. Site Generated Traffic Volumes 5a Redistributed Existing Traffic Volumes 6. 2017 Combined Conditions �lppelldiv C Intersection Capacity Analysis Worksheets—Weekday Morning Peak Hour 1ppelidiv 1) Intersection Capacity Analysis Worksheets—Weekday Afternoon Peak Hour 1ppelldiv F Turning Movement Count (TMC) Data .-lppelidl.'v}' Crash Data Table \\private\dfs\ProjectData\P2016\0664\A10\Deliverables\Report\nS_MSM_20160664(Final).docx ll FUSS&O'NEILL Summary Sheet ' As an aid to reviewers, this Summary Sheet has been included to outline the various study parameters utilize&in this report.Although a full explanation of the study methodologies is included in the text of the report,this summary can serve as a useful reference for reviewers. Applicant: ' Hartford Truck Equipment Site Acreage: 4.11 acres ' Development Size/Type: 16,500 Square Feet ' Parking: 69 parking spaces ' Applications: Town of South Windsor Land Use Applications CTDOT Encroachment Permit Application ' Build Year: 2017 ' Background Traffic Growth Factor: 0.75% Traffic Counts: Fuss &O'Neill-August 2016 (Turning Movement Counts) ' Peak Hours Analyzed: Morning Peak Hour—7:00 a.m. to 8:00 a.m. Afternoon Peak Hour—3:00 p.m. to 4:00 p.m. Expected New Trip Generation: Morning Peak Hour—23 Trips (19 entering,4 exiting) Afternoon Peak Hour—22 Trips (10 entering, 12 exiting) ' Capacity Analysis: Technique—2000 Highway Capacity Manual ' Execution—Synchro Professional Software,Version 9.0 \\pm*ate\dfs\ProjectData\P2016\0664\A10\Deliverables\Report\TIS_MSM_20160664(Final).docx iii FUSS&O'NEILL 1 Introduction Hartford Truck Equipment proposes to relocate its business operations from a parcel located at 59 McGuire Road to an adjacent property at 95 John Fitch Boulevard(Route 5)in South Windsor.The project will involve the construction of a new one-story building with approximately 16,500 square feet of gross floor area.Access to the building is proposed to remain the same as the existing access provided to the site,with a full access driveway in the north and a right in,right out only driveway in the ' south. The proposed site location is shown on the site location map,Figure No.I of Appendix B.A total of 69 new parking spaces will be provided on site for the proposed relocation.The development is expected to be completed in 2017. ' Fuss &O'Neill has been retained to study the impact of the proposed relocation on traffic conditions on the adjacent roadway network.This report has been prepared to document the findings of the study ' and is being submitted to the Town of South Windsor in support of the development's land use applications.This report will also be submitted to the Connecticut Department of Transportation (CTDOT) for an Encroachment Permit. 2 Existing Condition ' 2.1 Site of Development ' The existing site is a vacant 4.11 acre site which was formerly the location of the Ten Pin bowling alley. The site is located on Route 5 Uohn Fitch Boulevard) and site access is provided via two site driveways connecting directly to Route 5.To the north,the parcel is bounded by the existing Hartford Truck ' Equipment site. The existing Hartford Truck Equipment property is accessed via the northern driveway of the proposed site through an access easement from Route 5,as well as from McGuire Road to the north.The proposed site is bounded by privately owned resident and agricultural property to the south and west and Route 5 to the east. 2.2 Adjacent Roadway Network ' The adjacent roadway network consists of the following roadways: ' • Route 5 Uohn Fitch Boulevard) • Burnham Street • Route 30 (Ellington Road) ' • Interstate 291 ' Route 5 runs primarily north/south from its origin in New Haven, Connecticut in the south and continues north past the site into Massachusetts before terminating in Vermont. Route 5 Uohn Fitch Boulevard) carries two lanes of travel northbound and three lanes of travel southbound along the site frontage. It is classified by CTDOT as an urban principal arterial road.The posted speed limit is 45 ' 00 \\private\dfs\ProjectData\P2016\0664\A10\Deliverables\Report\TIS_MSM_20160664(Final).docx 1 FUSS&O'NEILL ' miles per hour in the vicinity of the site.The land use surrounding Route 5 ohn Fitch Boulevard is p tY g Q ) primarily commercial and retail with a railroad running parallel to the roadway to the east. Burnham Street located in East Hartford runs primarily east/west from its intersection with King Street ' in the west for approximately 1.5 miles where it continues on as Burnham Street West. Burnham Street carries one lane of travel in both the eastbound and westbound direction. It is classified by CTDOT as an urban minor arterial road and the posted speed limit is 25 miles per hour.The land use surrounding ' Burnham Street is primarily residential along with commercial and recreational. A railroad runs perpendicular to the roadway in the north/south direction. ' Route 30 (Ellington Road) runs primarily northeast/southwest from Route 5 in the west and continues northeast for approximately 6 miles where it terminates at Route 83 (Tolland Turnpike) in Manchester, Connecticut. Route 30 carries one lane of travel in both directions. It is classified by CTDOT as an urban principal arterial road,and the posted speed limit is 40 miles per hour.The land use surrounding Route 30 is primarily commercial and residential with some agricultural land uses. ' Interstate 291 runs primarily east/west to the north of the proposed Hartford Truck Equipment site and connects two major Connecticut roadways;Interstate 84 to the east and Interstate 91 to the west. The Interstate 291 Exit 4 Interchange with Route 5 is located just north of the site. 2.3 Study Area Intersections The following study area intersections were reviewed: ' • Route 5 (John Fitch Boulevard) at existing north site driveway • Route 5 Uohn Fitch Boulevard) at existing south site driveway ' The unsignalized intersection of Route 5 at the proposed Hartford Truck Equipment site north driveway provides approaches from the north and south on Route 5,and an approach from the west at the Hartford Equipment site north driveway.The Route 5 approach from the north provides two through lanes as well as a third lane from the Interstate 291 East off ramp which merges into Route 5 south of the site. The north site driveway approach from the west provides a single combined left/right turn lane.The Route 5 approach from the south provides two through lanes and a 125 foot dedicated ' left turn lane which is used for both U-turns and entrance into the Hartford Truck Equipment site main driveway. ' The unsignalized intersection of Route 5 at the south site driveway provides an approach from the north on Route 5 and an approach from the west exiting the site. Route 5 is a separated highway and as such does not provide an approach to this intersection from the south.The Route 5 approach from the north provides three through lanes, the outermost of which merges into the center lane south of the site. The south site driveway from the west provides single right turn out and right turn in only lanes.The south site driveway is currently barricaded off and does not provide access to the vacant site. 00 \\private\dfs\ProjectData\P2016\0664\A10\Deliverables\Report\TIS_MSM_20160664(Final).docx 2 FUSS&O'NEILL 2.4 Traffic Volumes, Speeds and Counts ' The greatest potential for traffic impact on the roadway network by the proposed Hartford Truck Equipment relocation will occur during the morning and afternoon peak hours,the periods when commuter and business related trips are at their highest levels. In order to determine the traffic impact of the proposed development on adjacent street traffic,representatives of Fuss&O'Neill conducted morning and afternoon peak hour manual turning movement counts on August 23,2016 and August 30, ' 2016 at the Route 5 Qohn Fitch Boulevard)/Hartford Truck Equipment north site driveway intersection. The traffic count data collected indicates that the morning peak hour of traffic for the development and adjacent road network is 7:00 a.m. to 8:00 a.m. The afternoon peak hour of the adjacent road network occurs from 4:30pm to 5:30pm however the development's afternoon peak hour occurs from 3:00 p.m. to 4:00 p.m.Thus,the 7:00 a.m. to 8:00 a.m. and 3:00 p.m. to 4:00 p.m.peak hours were analyzed for impacts. The existing traffic volumes for these peak hours are shown in Figure No. 2 of Appendix B. 3 Background Traffic Conditions 3.1 Growth Rate Upon consultation with the Connecticut Department of Transportation (CTDOT),the 2016 existing traffic volumes were projected to the 2017 design year using a 0.75 percent per year peak hour growth factor to account for normal traffic growth in the study area. 3.2 Other Developments Fuss &O'Neill contacted the Office of the State Traffic Administration (OSTA), the Town of South Windsor and the Town of East Hartford Planning offices to identify any other pending or approved developments having site related traffic in the study area.No such developments have been reported in the area although a development of a CT Studio along Chapel Road between Route 5 (John Fitch Boulevard) and Route 30 (Ellington Road)in South Windsor was approved in 2010.The future of the project remains undetermined at the time of this study and was therefore not included in our analysis. 3.3 Planned Roadway Improvement Projects tFuss&O'Neill contacted the Connecticut Department of Transportation and the Town of South Windsor Engineering office to determine if any roadway improvements are planned in the area of the ' proposed development.No such improvement projects were identified. 10D1 \\private\dfs\ProjectData\P2016\0664\A10\Deliverables\Report\TIS_MSM_20160664(Final).docx 3 1 FUSS&O'NEILL 4 Proposed Conditions 4. 1 Development Hartford Truck Equipment proposes to relocate its business operations on Route 5 Uohn Fitch Boulevard)in South Windsor from its existing location to the adjacent property to the south as shown ' on the site location map,Figure No.l of Appendix B.The project will involve the construction of a new building with approximately 16,500 square feet of gross floor area.A total of 69 new parking spaces will be provided on site for the new Hartford Truck Equipment site location.The business currently employs 11 people with the potential to grow to as many as 26 employees in the new building.The development is expected to be completed in 2017. 4.2 Site Access and Circulation Primary site access will be provided via one full access driveway on Route 5 Qohn Fitch Boulevard) located in the northeast corner of the site which will provide access to parking located to the south, east and west of the building via an internal parking drive aisles and roadways. ' Site access will also be provided via one right in,right out driveway on Route 5 Qohn Fitch Boulevard) located in the southern corner of the site which will provide access to parking located to the south, east and west of the building via an internal roadway surrounding the building.This southern site driveway is important to business and traffic operations, as the site circulation has been laid out to accommodate truck traffic entering the site via the northern site driveway and exiting the site via the southern driveway. An Autoturn analysis was conducted for the largest vehicle size expected to access this site (WB-67) and confirmed that trucks will be able to safely enter the northern site driveway, circulate around the site,and exit via the southern driveway. ' 4.3 Trip Generation The expected site generated traffic data was calculated using existing empirical data from turning movement counts conducted at the existing location of the main site driveway,projected to the year 2017 and distributed evenly to the proposed southern site driveway. These current trip generation ' volumes were then multiplied by the proportion of current employees (11) to the number of expected employees (26) as a result of the business relocation to obtain the traffic volume generated as a result of the business relocation.The 16,500 square feet proposed site is expected to generate a total of 23 new vehicle trips (19 entering,4 exiting) during the morning peak hour,and a total of 22 new vehicle trips (10 entering, 12 exiting) during the afternoon peak hour.A summary of the peak hour trip generation information for the proposed relocation is provided in Table 1 of Appendix A. In addition,the proximity of the current CT transit bus stop directly along the site frontage provides ' potential for employees to commute to work via public transit.However,it is expected that this proximity to transit will not have a significant impact on vehicle trips to and from the site. 0D" \\private\dfs\ProjectData\P2016\0664\A10\Deliverables\Report\TIS_MSM_20160664(Final).docx 4 FUSS&O'NEILL 4.4 Trip Distribution ' The distribution of traffic entering and exiting the proposed site was applied to the road network based on the existing regional traffic distributions and the layout of the adjacent roadway network. During the ' peak hours,the following arrival distributions of traffic are anticipated: • 50 percent from Route 5 (John Fitch Boulevard) to the north • 50 percent from Route 5 (John Fitch Boulevard) to the south A regional arrival/departure distribution for the new site generated traffic traveling to and from the project site is shown in Figure No. 4 of Appendix B. 4.5 Combined Volumes The site generated traffic volumes and existing redistributed site traffic volumes are shown in Figures Nos. 5 and 5A of Appendix B respectively. These volumes were then added to the background volumes to yield the year 2017 peak hour Combined traffic volumes shown in Figure No. 6 of Appendix B. ' 5 Analyses 5.1 Crash Analysis Crash data was gathered from the University of Connecticut Crash Data Repository for the following intersections: • Route 5 Qohn Fitch Boulevard) and Route 291 eastbound exit 4 off ramp ' • Route 5 Qohn Fitch Boulevard) and Hartford Truck Equipment site north driveway • Route 5 (John Fitch Boulevard) and Hartford Truck Equipment site south driveway The records were gathered for the most recent 3 years of available data,2012 through 2014.A summary of the crash data per intersection is provided in Table 2 of Appendix A.A detailed tabulation of the crash data has been provided in Appendix F. The intersection of Route 5 and the Route 291 eastbound exit 4 off ramp experienced an average of approximately 2 crashes per year. During the three year span the intersection experienced 4 rear-end crashes, 1 fixed object crash, 1 backing crash and 1 sideswipe-same direction crash. The intersection of Route 5 and Hartford Truck Equipment north site driveway experienced an average of less than 1 crash per year.During the three year span the intersection experienced 1 sideswipe-same direction crash and 1 rear-end crash. The intersection of Route 5 and Hartford Truck Equipment south site driveway experienced an average of less than 1 crash per year.During the three year span the intersection experienced 1 sideswipe-same direction crash. ' 001 \\private\dfs\ProjectData\P2016\0664\A10\Deliverables\Report\TTS_MSM_20160664(Final).docx 5 FUSS&O'NEILL Crash data was also gathered for a section of roadway extending 750 feet south of the south site driveway and no crashes were reported.The majority of the crashes reported at the intersections were rear-end type crashes, consistent with what is typically experienced at unsignalized intersections.No ' abnormal crash patterns or frequencies were identified. 5.2 Intersection Sight Distance Analysis Intersection sight distances were measured at the proposed site driveway locations in accordance with criteria set forth in the 2003 CTDOT Highway De ign Manual. Sight distance is measured from a point 15 feet back from the edge of traveled way at a height of 3.5 feet, the standard height of a driver's eye. In accordance with criteria set forth in the 2003 CTDOT Highway Design Manual and for the design ' speed of 50 miles per hour, 590 feet of intersection sight distance is required for a passenger car,750 feet for a single-unit truck and 900 feet for a tractor/semitrailer turning left from a driveway approach to a four-lane roadway. Sight distance of greater than 1,000 feet is provided looking to the right(south) and to the left (north) from the north site access driveway providing safe egress from the site for all types of vehicles. For the design speed of 50 miles per hour, 555 feet of intersection sight distance is required for a passenger car, 700 feet for a single-unit truck and 850 feet for a tractor/semitrailer turning right from a driveway approach to a two-lane roadway. Sight distance of greater than 1,000 feet is provided from the south site access driveway(right turn out) providing safe egress from the site for all types of vehicles. ' 5.3 Intersection Capacity Analysis Capacity analyses for unsignalized intersections were conducted using Synchro Professional Software, ' version 9.0. In discussing intersection capacity analyses results,the terms level of service (LOS)is used to describe ' the operating condition of the road or intersection. LOS is a measure of the delay experienced by stopped vehicles at an intersection.LOS is rated on a scale from A to F,with A describing a condition of very low delay (less than 10 seconds per vehicle), and F describing a condition where delays will exceed 50 seconds per vehicle. Delay is described as a measure of driver discomfort, frustration, fuel consumption,and lost travel time.Therefore,intersections with longer delay times are less acceptable to most drivers. LOS is generally used to describe the operation (based on delay time) of unsignalized intersections.This definition for LOS,as well as the methodology for conducting unsignalized intersection capacity analyses,is taken from the"2000 Highway Capacity Manual"published by the Transportation Research Board. ' 00t \\private\dfs\ProjectData\P2016\0664\A10\Deliverables\Report\TIS_MSM_20160664(Final).docx 6 FUSS&OWEILL ' Usingthe above referenced methodologies,the morning and afternoon peak g p a hour capacity analyses were ' conducted at the following unsignalized intersections: • Route 5 Qohn Fitch Boulevard) and Hartford Truck Equipment site north driveway ' • Route 5 Qohn Fitch Boulevard) and Hartford Truck Equipment site south driveway Table No. 3 of AppendixA presents a summary of the levels of service at the signalized intersections, for both background and combined conditions traffic volume. Copies of the analysis worksheets can be found in Appendices C and D, for the morning and afternoon peak hours respectively. The determination of the traffic impact from the proposed development is made through a comparison of the Background Condition LOS (without the proposed development)versus the Combined Condition LOS (with the proposed development). At the unsignalized intersection of Route 5 and the Hartford Truck Equipment north site driveway,the Route 5 northbound left turn movement operates at LOS B in both the background and combined conditions during the morning and afternoon peak hours.The eastbound approach exiting the site operates at LOS D in the background condition and LOS E in the combined condition during the morning peak hour.The eastbound approach operates at LOS C in the background and LOS D in the combined condition during the afternoon peak hour. The LOS for both Route 5 approaches to this intersection will remain unchanged from the background to the combined condition. At the unsignalized intersection of Route 5 and the Hartford Truck Equipment south site driveway, the eastbound approach operates at LOS B in the combined condition during the morning and afternoon peak hours. 5.4 Queue Analysis ' Background and Combined Condition 95th percentile (design) queue lengths were reviewed at each intersection in the study area.The 95th percentile (design)vehicle queue lengths represent the maximum queue lengths that can be expected at each of the critical approach lanes of the study area intersections. The queue lengths are provided in the Synchro capacity analysis worksheets,which are located in Appendix C and D. Tables 4 and S of AppendixA, provide a summary of the queue lengths for the critical lanes at each intersection. At the intersection of Route 5 and the Hartford Truck Equipment north site driveway minor queuing averaging one vehicle length or less is experienced on the eastbound approach during the morning and afternoon,background and combined peak hours.Adequate available storage exists to accommodate the queues.The queues for these movements experience no significant increase between the background 1 and the combined conditions for the intersection. At the intersection of Route 5 and the Hartford Truck Equipment south site driveway,minor queuing ' averaging one vehicle length or less is experienced on the eastbound right turn lane during the morning and afternoon combined peak hour. Adequate available storage exists to accommodate the queues. ' T00 \\private\dfs\ProjectData\P2016\0664\A10\Deliverables\Report\TIS_MSM_20160664(Final).docx 7 FUSS&O'NEILL 6 Conclusions & Recommendations The purpose of preparing a Traffic Impact Study is to identify the impact of the proposed development's site generated traffic.The study efforts have indicated that the proposed business ' relocation and expansion will generate 23 new trips (19 entering and 4 exiting)in the morning peak hour,and 22 new trips (10 entering and 12 exiting)in the afternoon peak hour. ' The relocation of Hartford Truck Equipment is proposed to be completed in the year 2017. The proposed north site driveway is to remain in the same location as the existing access driveway for the current Hartford Truck Equipment site.A second site driveway,to the south of the existing site access driveway,is proposed to be reopened along the site frontage to accommodate two-way,right in,right out traffic,with an appropriate turn radius into and out of the site driveway in order to accommodate larger vehicles. Capacity analysis revealed that the Route 5 approaches to the intersections of the Hartford Truck Equipment site will not experience a change in LOS with the addition of the trips generated by the proposed relocation and the expected growth rate for the area for the morning and afternoon peak hours. ' The addition of the trips generated by the proposed relocation and expansion will also result in no significant change in existing queues at the intersection approach lanes on the state and local roadway network. Queue lengths for critical approach movements at all study intersections will not experience significant increases,and are accommodated within the existing available storage provided. A review of crash data provided by the University of Connecticut Crash Data Repository indicated that ' there were no abnormal crash frequencies and crash patterns in the study area given the volume of traffic and presence of traffic signals in the study area. The location of the site driveways on Route 5 will provide adequate intersection sight distance for safe egress looking right (south) towards the Route 5 and Burnham Street intersection as well as looking left (north) towards the Route 5 and Route 30 (Ellington Road). Based on the results of this study, the following recommendations should be implemented to facilitate safe and efficient movement of traffic within the study area: • Install a"Right Turn Only"restriction on the southern site driveway approach and construct an island along with adequate right turn in,right turn out radii into and out of the site driveway to facilitate safe traffic movements. • Provide entrance access from both the open northern existing site driveway and the southern closed existing site driveway. Also provide adequate site circulation via an internal roadway along the perimeter of the site that will provide adequate turn radii for larger trucks entering the site via the northern driveway and exiting the site via the southern driveway. Based on the results of the foregoing analysis,it is the professional opinion of Fuss& O'Neill,Inc. that the proposed business relocation and expansion,along with the recommendations outlined above,will 1 not have a significant impact to traffic operations within the study area. ' 0D \\private\dfs\ProjectData\P2016\0664\A10\Deliverables\Report\TIS_MSM_20160664(Final).docx 8 FUSS&O'NEILL ' Appendix A ' Tables 1 \\private\dfs\ProjectData\P2016\0664\A10\Deliverables\Report\TIS_MSM_20160664(Final).docx �oox FUSS&O'NEILL Table 1 Peak Hour Site Generated Traffic Volumes Hartford Truck Equipment Relocation South Windsor, Connecticut 16,500 Square Foot Building Total Trips Trips Entering Trips Exiting Morning Peak Hour Total 23 19 4 Afternoon Peak Hour Total 22 10 12 Note: Trip generation based on using existing empirical data from turning movement counts conducted at the existing location of the site main driveway along with an expansion of employee rate derived from the ratio of current number of employees to expected future number of employees. \\private\dfs\Proj ectData\P2016\0664\A10\Deliverables\Report\TI S_MSM_20160664(Final).docx ,aox w w w Iw w w w Iw w w w w Iw w w �w w w w FUSS&O'NEILL Table 2 Intersection Accident Data Summary Hartford Truck Equipment Relocation South Windsor, Connecticut Accidents Per Year Intersections/Road Segments 2012 2013 2014 Average/Year Route 5 and Interstate 291 eastbound exit 4 off ramp 1* 3 3 2 Route 5 and Hartford Truck Equipment site north driveway 0 2 0 1 Route 5 and Hartford Truck Equipment site south driveway 0 0 1 1 *Values indicated are number of accidents within 700 feet of each intersection during time period shown. Data provided by the Connecticut Department of Transportation via the UConn repository. \\private\dfs\ProjectData\P2016\0664\A10\Deliverables\Report\TIS_MSM_20160664(Final).docx ,oux Ir r r r r rr r Illr Ilr r Illr r Illr r lllr r Ir Ir r FUSS&O'NEILL Table 3 Signalized Intersection Level of Service Summary Hartford Truck Equipment Relocation South Windsor, Connecticut Morning Afternoon Unsignalized Intersections Peak Hour Peak Hour Background Combined Background Combined Northern Site Driveway at Route 5 (John Fitch Blvd.) EB Approach LOS D LOS E LOS C LOS D NB Left Turn LOS B LOS B LOS B LOS B Southern Site Driveway at Route 5 (John Fitch Blvd.) EB Approach N/A LOS B N/A LOS B \\private\dfs\ProjectData\P2016\0664\A10\Deliverables\Report\TIS_MSM_20160664(Final).docx ,wx Iir Ir Ir Ir r r r llr Ir Ir Illr Ir r r r r r Ir r FUSS&O'NEILL Table 4 Morning Peak Hour Queue Length Summary Hartford Truck Equipment Relocation South Windsor, Connecticut Intersection Approach Lane 2017 2017 Background Queue Combined Queue Northern Site Driveway at Route 5 Qohn Fitch Blvd.) EB Left Turn 5 Feet 5 Feet EB Right Turn 5 Foot 5 Feet NB Left Turn 5 Feet 5 Feet Southern Site Driveway at Route 5 (John Fitch Blvd.) EB Right Turn N/A 0 Feet NOTE: Values indicated represent 95th percentile (design)vehicle queue lengths. Values are rounded to the nearest 5 feet. \\private\dfs\ProjectData\P2016\0664\A10\Deliverables\Report\TI S_MSM_20160664(Final).docx ,aax w w w w ww Iwi w wl Itw w w w w w� Itw w w w Iw FUSS&O'NEILL Table 5 Afternoon Peak Hour Queue Length Summary Hartford Truck Equipment Relocation South Windsor, Connecticut Intersection Approach Lane 2017 2017 Background Queue Combined Queue Northern Site Driveway at Route 5 (John Fitch Blvd.) EB Left Turn 5 Feet 10 Feet EB Right Turn 5 Foot 10 Feet NB Left Turn 0 Feet 5 Feet Southern Site Driveway at Route 5 (John Fitch Blvd.) EB Right Turn N/A 5 Feet NOTE: Values indicated represent 95th percentile (design)vehicle queue lengths. Values are rounded to the nearest 5 feet. \\private\dfs\ProjectData\P2016\0664\A10\Deliverables\Report\TI S_MSM_20160664(Final).docx ,oak FUSS&O'NEILL ' Appendix 6 Figures \\private\dfs\ProjectData\P2016\0664\A10\Deliverables\Report\TIS_MSM_20160664(Final).docx �oox -h:J:iDNIM664V11Mffic Fig.�64A10 jMg Ley�l PlottjWptemb�-3:16 S MARC- M M M M M M M M ��ti B4hh erOOk ,� \� o Mpo \; n d z Oz v I / • C/) i 1p oulok 79 • �,'i �. SRO o • *0 2 .. g —a a �� i 1 1 1 Q i W w U Z z Vr W U a Z H � a w d � Ln U o y F 11166(990) N ROUTE 5(JOHN FITCH BOULEVARD) 6(4)J 4 696(906)� IL f N X W a XX(XX) = WEEKDAY MORNING PEAK HOUR(WEEKDAY PM PEAK HOUR) 3 FUSS&O'NEILL TRAFFIC 146 HARTFORD ROAD FIGURE 2: 2016 EXISTING 1 MANCHESTER,CONNECTICUT 06040 8860.646.2469 "OJ,NO:20160664A10 HARTFORD TRUCK EQUIPMENT SITE RELOCATION SEPTEMBER 201 wm.fando.com 1 r W d' Lu 000v� a cl Z u W z z x a X � W Ln a w u 8(4) J 0 y F 1174(997) ROUTE 5(JOHN FITCH BOULEVARD) 6(4)J' 701(913)� Y U Q 0 Q a LL XX(XX) = WEEKDAY MORNING PEAK HOUR(WEEKDAY PM PEAK HOUR) 3 a m FUSS&O'NEILL FIGURE 3: 2017 BACKGROUND TRAFFIC VOLUMES 146 HARTFORD ROAD MANCHESTER,CONNECTICUT 06040 1 860.646.2469 PROJ. ' ( HARTFORD TRUCK EQUIPMENT SITE RELOCATION SEPTEMBE'20161 —f nao.com 1 PROPOSED HARTFORD TRUCK EQUIPMENT SITE a o 0 o °z u uo o t 25% vv t 25% (� F(25%) 4 E-25% E ROUTE 5(JOHN FITCH BOULEVARD) 50%S r a rc N Q XX(XX) = ENTERING TRAFFIC (EXITING TRAFFIC) 's FUSS&O'NEILL , . . DISTRIBUTION 146 I-IARTFORD ROAD FIGURE ;�fANCHESTER,CONNECTICUT 06040 860.646.2469 PROJ. 1 •1 ` ` 1 HARTFORD TRUCKEQUIPMENT RELOCATION ' C '2016 —.Eando.com 1 i 1 1 i i PROPOSED HARTFORD TRUCK EQUIPMENT SITE > 0 0 W Z U E 9 u lJJ W Ln W z Q � a m a d- c -t.5(2) r 'L 6(3) <-1(3) 7 F5(2) E ROUTE 5(JOHN FITCH BOULEVARD) g(5)1 a c9 a SITE GENERATED TRAFFIC VOLUMES ENTER EXIT TOTAL AM PEAK HOUR 19 4 23 PM PEAK HOUR 10 12 22 a LL XX(XX) = WEEKDAY MORNING PEAK HOUR(WEEKDAY PM PEAK HOUR) 3 FUSS&O'NEILLFIGURE 5: NEW SITE GENERATED TRAFFIC 0 146 HARTFORD ROAD MANCHESTER,CONNEMCUT 06040 860,646.2469 " 20160664.A10 HARTFORD TRUCK EQUIPMENTRELOCATION SE' : ( 6 unvw-.fando.com ' PROPOSED HARTFORD TRUCK EQUIPMENT SITE r a � w ' w 0 � Ur W Z U r Z W Z W N Q w < Q 0 J U + 'L+4(+2) t-4(-2) E ROUTE 5(JOHN FITCH BOULEVARD) 19 a N W W XX(XX) = WEEKDAY MORNING PEAK HOUR(WEEKDAY PM PEAK HOUR) 3 a FUSS&O'NEILL , FIGURE REDISTRIBUTED S 146 HARTFOM ROAD MANCHESTER,CONNEMCUT 06040 =46.2469 •'• • 20160664.A10 '' ••1 ' • ' RELOCATION ' C ' 1 • www.fando.com PROPOSED HARTFORD TRUCK EQUIPMENT SITE Lu � a W 0 0 W Z U .E Z W z o w Lu Ln z q Q U ^� ,C 9(4) 'n t 10(5) F 1175(1003) +j k F 1183(1001) ROUTE 5(JOHN FITCH BOULEVARD) 14(9)J 701(913)-4- IL m 0 U J I a m XX(XX) = WEEKDAY MORNING PEAK HOUR(WEEKDAY PM PEAK HOUR) 3 a is FUSS&O'NEILL 146 11ARTFORD ROAD FIGURE 6: COMBINED TRAFFIC VOLUMES MANCHESTER,CONNECTICL'T 06040 860.646.2469 ROJ.NO:20160664.Al 1 HARTFORD TRUCK EQUIPMENTRELOCATION ' : '2016 —.f,ao.com ' Lanes Volumes Timings Hartford Truck Equipment Relocation 1: Route 5 (John Fitch BLVD) & Northern Site Driveway AM 2017 Background BL EBR , NBL. . NBT SBT SB�t ' Lane Configurations Traffic Volume(vph) 2 1 6 701 1165 8 Future Volume(vph) 2 1 6 701 1165 8 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 11 11 j Storage Length(ft) 0 0 150 0 ' Storage Lanes 1 0 1 0 Taper Length(ft) 25 25 Lane Util.Factor 1.00 1.00 1.00 0.91 0.91 0.91 Frt 0.955 0.999 ' Flt Protected 0.968 0.950 Satd. Flow(prot) 1665 0 1711 4916 4911 0 Flt Permitted 0.968 0.950 ' Satd.Flow(perm) 1665 0 1711 4916 4911 0 Link Speed(mph) 15 45 45 Link Distance(ft) 208 307 313 Travel Time(s). 9.5 4.7 4.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow(vph) 2 1 7 762 1266 9 Shared Lane Traffic(%) Lane Group Flow(vph) 3 0 7 762 1275 0 Sign Control Stop Free Free Inte►Sectipn Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 32.7% ICU Level of Service A Analysis Period(min) 15 Ili i i ' Fuss&O'Neill-MSM Synchro 9 Report j F:1P2016106641A101Traffic\Synchro\AM 2017 Background.syn Page 1 {I I I I i HCM Unsignalized Intersection Capacity Analysis Hartford Truck Equipment Relocation 1: Route 5 (John Fitch BLVD) & Northern Site Driveway AM 2017 Background ■ M' .. _ � Lane Configurations +++ Traffic Volume(veh/h) 2 1 6 701 1165 8 Future Volume(Veh/h) 2 1 6 701 1165 8 Sign Control Stop Free Free ' Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 2 1 7 762 1266 9 Pedestrians Lane Width(ft) Walking Speed(ft/s) Percent Blockage ' Right turn flare(veh) Median type None None Median storage veh) ' Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1538 426 1275 ' vC1,stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1538 426 1275 tC, single(s) 6.8 6.9 4.1 ' tC,2 stage(s) tF(s) 3.5 3.3 2.2 p0 queue free% 98 100 99 ' cM capacity(veh/h) 105 576 540 Dirtlon,Lang# `. EB 1 NB 1 No 2 N 3, NB 4 $B 1 SO2 SB 3 Volume Total 3 7 254 254 254 506 506 262 ' Volume Left 2 7 0 0 0 0 0 0 Volume Right 1 0 0 0 0 0 0 9 cSH 144 540 1700 1700 1700 1700 1700 1700 ' Volume to Capacity 0.02 0.01 0.15 0.15 0.15 0.30 0.30 0.15 Queue Length 95th (ft) 2 1 0 0 0 0 0 0 Control Delay(s) 30.5 11.7 0.0 0.0 0.0 0.0 0.0 0.0 ' Lane LOS D B Approach Delay(s) 30.5 0.1 0.0 Approach LOS D Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 32.7% ICU Level of Service A Analysis Period(min) 15 ' Fuss&O'Neill-MSM Synchro 9 Report ' F:1P2016106641A101TrafficlSynchrolAM 2017 Background.syn Page 2 FUSS&O'NEILL II Appendix C ' Intersection Capacity Analysis Worksheets 2017 Combined Traffic Volumes Morning Peak Hour i \\prii-atc\dfs\ProicctData\P2016\0664\A10\Dclieerablcs\RcportV-I'IS_MSM_20160664(Final).docz ,max ' rd Truck Equipment Lanes, Volumes, Timings Hartford Relocation 1: Route 5 (John Fitch BLVD) & Northern Site Driveway AM 2017 Combined Ni31� SBT3 ` Lane Configurations Traffic Volume(vph) 5 1 14 696 1166 10 Future Volume(vph) 5 1 14 696 1166 10 ' Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 11 11 Storage Length(ft) 0 0 150 0 ' Storage Lanes 1 0 1 0 Taper Length(ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.91 ' Frt 0.977 0.999 Fit Protected 0.960 0.950 Satd. Flow(prot) 1689 0 1711 4916 4911 0 Fit Permitted 0.960 0.950 ' Satd. Flow(perm) 1689 0 1711 4916 4911 0 Link Speed(mph) 15 45 45 Link Distance(ft) 208 304 313 ' Travel Time(s) 9.5 4.6 4.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow(vph) 5 1 15 757 1267 11 Shared Lane Traffic(%) Lane Group Flow(vph) 6 0 15 757 1278 0 Sign Control Stop Free Free ' Iriteoecoon summary Area Type: Other Control Type. Unsignalized Intersection Capacity Utilization 32.8% ICU Level of Service A ' Analysis Period(min) 15 ' Fuss&O'Neill- Synchro 9 Report F:1P2016106641A101Traffic\Synchro\AM 2017 Combined.syn Page 1 HCM Unsi nalized Intersection Capacity Analysis Hartford Truck Equipment Relocation ' 9 Y , 1: Route 5 (John Fitch BLVD) & Northern Site Driveway AM 2017 Combined j Lane Configurations Traffic Volume(veh/h) 5 1 14 696 1166 10 Future Volume(Veh/h) 5 1 14 696 1166 10 Sign Control Stop Free Free , Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 5 1 15 757 1267 11 , Pedestrians Lane Width(ft) Walking Speed(ft/s) Percent Blockage , Right turn flare(veh) Median type None None Median storage veh) ' Upstream signal (ft) pX,platoon unblocked vC, conflicting volume 1555 428 1278 ' vC1,stage 1 conf vol vC2,stage 2 conf vol vCu, unblocked vol 1555 428 1278 tC, single(s) 6.8 6.9 4.1 ' tC,2 stage(s) tF (s) 3.5 3.3 2.2 p0 queue free% 95 100 97 ' cM capacity(veh/h) 101 575 539 D recWu t EB.1 NIB NO 2 NB 3, NB 4 SB 1 $B 2 SB 3 Volume Total 6 15 252 252 252 507 507 264 ' Volume Left 5 15 0 0 0 0 0 0 Volume Right 1 0 0 0 0 0 0 11 cSH 117 539 1700 1700 1700 1700 1700 1700 ' Volume to Capacity 0.05 0.03 0.15 0.15 0.15 0.30 0.30 0.16 Queue Length 95th(ft) 4 2 0 0 0 0 0 0 Control Delay(s) 37.5 11.9 0.0 0.0 0.0 0.0 0.0 0.0 , Lane LOS E B Approach Delay(s) 37.5 0.2 0.0 Approach LOS E Inters.ectlw Summary. Average Delay 0.2 Intersection Capacity Utilization 32.8% ICU Level of Service A ' Analysis Period(min) 15 Fuss&O'Neill- Synchro 9 Report F:\P2016\0664\A10\Traffic\SynchroWM 2017 Combined.syn Page 2 J ' Lanes, Volumes, Timings Hartford Truck Equipment Relocation 2: Southern Site Driveway & Route 5 (John Fitch BLVD) AM 2017 Combined La r `, L` �Ils I�BTT SBR ' Lane Configurations Traffic Volume(vph) 0 1 0 710 1158 9 Future Volume(vph) 0 1 0 710 1158 9 ? Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 11 11 Lane Util.Factor 1.00 1.00 1.00 0.95 0.91 0.91 ' Frt 0.865 0.999 Flt Protected j Satd. Flow(prot) 0 1558 0 3421 4911 0 Flt Permitted ' Satd. Flow(perm) 0 1558 0 3421 4911 0 Link Speed(mph) 15 45 45 j Link Distance(ft) 176 181 304 ' Travel Time(s) 8.0 2.7 4.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow(vph) 0 1 0 772 1259 10 ' Shared Lane Traffic(%) Lane Group Flow(vph) 0 1 0 772 1269 0 Sign Control Stop Free Free 1 Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 32.6% ICU Level of Service A ' Analysis Period(min) 15 I Fuss&O'Neill- Synchro 9 Report F:1P2016106641A101Traffic\Synchro%M 2017 Combined.syn Page 3 HCM UOGigOaliz8d Int8[SeOfiDO daD@citwAOBlV6iB Hartford Truck Equipment Relocation 2: Southern Site Driveway & Route 5 (John Fitch BLVD) AM2O17Combined Lane Configurations Traffic Volume(vmNh) O 1 O 710 1158 9 ~~ Future Volume(Voh/h) 0 1 O 710 1158 8 Sign Control Stop Free Free Grade O% O% O% N� Peak Hour Factor 0.92 0.92 0.82 0.92 0.92 0.02 Hourly flow rate/vph\ O 1 O 772 1259 10 Pedestrians Lane Width(0 Walking Speed 0Dx Percent Blockage Right turn flare(voh) Median type None None Median storage vah) Upstream signal 80 pX, platoon unblocked vC. conflicting volume 1650 425 1260 vC1. stage 1 confvo| vC2. stage 2oonfvol vCu. unblocked vol 1850 425 1209 tC. single(s) 8.8 6.8 41 tC'2otag (s) m� UF kA 3.5 3.3 22 pO queue free 96 100 100 100 oM capacity(voh/h) 90 578 543 Volume Total 1 388 386 504 SO4 282 Volume Left O O O O U O Volume Right 1 O O O O 10 oSH 578 1700 1700 1700 1700 1700 Volume toCapacity 0.00 0.23 023 0.30 0.30 0.15 Queue Length 95th(0 O O 0 O O O Control Delay(o) 11.2 0.0 0.0 0.0 0.0 0.0 LonoLOS B Approach De|ay(o) 112 0.0 0.0 Aoomonh LOS B Average Delay 0.0 ~~ Intersection Capacity Utilization 32.896 ICU Level nfService A Analysis Period(min\ 15 (min) Fuss&{YNei|l- Svnohm9Report F:\P2O1R0O84\A1O\TraffidSvnohmV\M2U17Cnmbined.syn Page �� 0 FUSS&O'NEILL I Appendix D Intersection Capacity Analysis Worksheets 2017 Background Traffic Volumes Afternoon Peak Hour i \\pricate\dfs\ProjectData\P2016\0664\A10\Dclicerables\Report\"1'IS_MSibi_20160664(I�inal).docs ytaox i 1 ' Lanes Volumes Timings Hartford Truck Equipment Relocation 9 1: Route 5 (John Fitch BLVD) & Northern Site Driveway PM 2017 Background I.a w ' Lane Configurations '�' ++t +0 Traffic Volume(vph) 4 5 4 913 993 2 Future Volume(vph) 4 5 4 913 993 2 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 11 11 Storage Length(ft) 0 0 150 0 Storage Lanes 1 0 1 0 Taper Length(ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.91 Frt 0.925 Fit Protected 0.978 0.950 Satd. Flow(prot) 1629 0 1711 4916 4916 0 Flt Permitted 0.978 0.950 Satd. Flow(perm) 1629 0 1711 4916 4916 0 Link Speed(mph) 15 45 45 Link Distance(ft) 208 304 313 Travel Time(s) 9.5 4.6 4.7 ' Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow(vph) 4 5 4 992 1079 2 Shared Lane Traffic(%) ' Lane Group Flow(vph) 9 0 4 992 1081 0 Sign Control Stop Free Free Intersection Summary j Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 29.2% ICU Level of Service A ' Analysis Period(min) 15 ' Fuss&O'Neill-MSM Synchro 9 Report F:1P2016106641A101Traffic\Synchro\PM 2017 Background.syn Page 1 I HCM Unsignalized Intersection Capacity Analysis Hartford Truck Equipment Relocation ' 1: Route 5 (John Fitch BLVD) & Northern Site Driveway PM 2017 Background Lane Configurations Vi W. , Traffic Volume(veh/h) 4 5 4 913 993 2 Future Volume(Veh/h) 4 5 4 913 993 2 Sign Control Stop Free Free ' Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 4 5 4 992 1079 2 ' Pedestrians Lane Width (ft) Walking Speed(ft/s) Percent Blockage Right turn flare(veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1419 361 1081 vC1, stage 1 conf vol ' vC2, stage 2 conf vol vCu, unblocked vol 1419 361 1081 tC, single(s) 6.8 6.9 4.1 , tC, 2 stage(s) tF(s) 3.5 3.3 2.2 p0 queue free% 97 99 99 , cM capacity(veh/h) 127 636 641 Directimi'rane_# EB 1 NIB . NB 2 :,..NB 3. NB 4 SB 1 SIB SQ 3 Volume Total 9 4 331 331 331 432 432 218 ' Volume Left 4 4 0 0 0 0 0 0 Volume Right 5 0 0 0 0 0 0 2 cSH 228 641 1700 1700 1700 1700 1700 1700 Volume to Capacity 0.04 0.01 0.19 0.19 0.19 0.25 0.25 0.13 Queue Length 95th(ft) 3 0 0 0 0 0 0 0 Control Delay(s) 21.4 10.7 0.0 0.0 0.0 0.0 0.0 0.0 Lane LOS C B Approach Delay(s) 21.4 0.0 0.0 Approach LOS C IntersecOon Summary I Average Delay 0.1 Intersection Capacity Utilization 29.2% ICU Level of Service A Analysis Period(min) 15 Fuss&O'Neill-MSM Synchro 9 Report , F:1P2016106641A101TrafficlSynchrolPM 2017 Background.syn Page 2 0 FUSS&O'NEILL 1 � i i 1 1 ' Appendix D ■ Intersection Capacity Analysis Worksheets ■ 2017 Combined Traffic Volumes Afternoon Peak Hour 1 1 i 1 1 1 1 1 1 1 1 1 \\prig-ate\dfs\ProjectData\P2016\0664\AU)\Dcli�,crables\ReportV'I'IS_I\ISM_20160664(Final).docx Lanes, Volumes, Timings Hartford Truck Equipment Relocation 1: Route 5 (John Fitch BLVD) & Northern Site Driveway PM 2017 Combined AIR- NET S 3BR I ' Lane Configurations Y � Traffic Volume(vph) 9 6 9 906 990 5 Future Volume(vph) 9 6 9 906 990 5 ' Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 11 11 Storage Length(ft) 0 0 150 0 ' Storage Lanes 1 0 1 0 Taper Length(ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.91 Frt 0.944 0.999 Flt Protected 0.971 0.950 Satd. Flow(prot) 1651 0 1711 4916 4911 0 Fit Permitted 0.971 0.950 Satd.Flow(perm) 1651 0 1711 4916 4911 0 Link Speed(mph) 15 45 45 Link Distance(ft) 208 304 313 ' Travel Time(s) 9.5 4.6 4.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow(vph) 10 7 10 985 1076 5 Shared Lane Traffic(%) j ' Lane Group Flow(vph) 17 0 10 985 1081 0 Sign Control Stop Free Free 1nt rs 0 4$it tarn Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 29.2% ICU Level of Service A Analysis Period(min) 15 ' Fuss&O'Neill-MSM Synchro 9 Report F:1P2016106641A101Traffic\Synchro\PM 2017 Combined.syn Page 1 I i HCM Unsignalized Intersection Capacity Analysis Hartford Truck Equipment Relocation 1: Route 5 (John Fitch BLVD) & Northern Site Driveway PM 2017 Combined r. Lane Configurations ' Vi ttt +TT@o Traffic Volume(veh/h) 9 6 9 906 990 5 Future Volume(Veh/h) 9 6 9 .906 990 5 , Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 10 7 10 985 1076 5 ' Pedestrians Lane Width(ft) Walking Speed(ft/s) , Percent Blockage Right turn flare(veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked ' vC, conflicting volume 1427 361 1081 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu,unblocked vol 1427 361 1081 ' tC,single(s) 6.8 6.9 4.1 tC, 2 stage(s) tF(s) 3.5 3.3 2.2 ' p0 queue free% 92 99 98 cM capacity(veh/h) 124 635 641 &Ireetl ri Lene#: EB 1 NB 1 NO 2 NO3,. NB 4 SR 1 SB 2 SB 3 Volume Total 17 10 328 328 328 430 430 220 Volume Left 10 10 0 0 0 0 0 0 Volume Right 7 0 0 0 0 0 0 5 cSH 186 641 1700 1700 1700 1700 1700 1700 Volume to Capacity 0.09 0.02 0.19 0.19 0.19 0.25 0.25 0.13 Queue Length 95th(ft) 7 1 0 0 0 0 0 0 Control Delay(s) 26.3 10.7 0.0 0.0 0.0 0.0 0.0 0.0 , Lane LOS D B Approach Delay(s) 26.3 0.1 0.0 Approach LOS D ' Intdrs011dn Summary, Average Delay 0.3 Intersection Capacity Utilization 29.2% ICU Level of Service A , Analysis Period(min) 15 Fuss&O'Neill-MSM Synchro 9 Report F:\P2016\0664\A10\Traffic\Synchro\PM 2017 Combined.syn Page 2 ' Lanes Volumes Timings Hartford Truck Equipment Relocation 1 2: Southern Site Driveway & Route 5 (John Fitch BLVD) PM 2017 Combined Li's Grblut= BSI: EAR NO F NET S� Lane Configurations r tt W4 Traffic Volume(vph) 0 6 0 915 992 4 Future Volume(vph) 0 6 0 915 992 4 ' Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 Lane Width(ft) 11 11 11 11 11 11 Lane Util.Factor 1.00 1.00 1.00 0.95 0.91 0.91 ' Frt 0.865 0.999 Flt Protected Satd. Flow(prot) 0 1558 0 3421 4911 0 Flt Permitted Satd. Flow(perm) 0 1558 0 3421 4911 0 Link Speed(mph) 30 30 - 30 Link Distance(ft) 176 181 304 Travel Time(s) 4.0 4.1 6.9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow(vph) 0 7 0 995 1078 4 Shared Lane Traffic(%) Lane Group Flow(vph) 0 7 0 995 1082 0 Sign Control Stop Free Free IhWrs6lon Summary Area Type: Other Control Type: Unsignalized ' Intersection Capacity Utilization 29.3% ICU Level of Service A Analysis Period(min) 15 Fuss&O'Neill-MSM Synchro 9 Report F:1P2016106641A101Traffic\Synchro\PM 2017 Combined.syn Page 3 HCM Unsi nalized Intersection Capacity Analysis Hartford Truck Equipment Relocation ' 9 p Y Y 2: Southern Site Driveway & Route 5 (John Fitch BLVD) PM 2017 Combined �e"Ai`w1ig Lane Configurations i' ?t tO Traffic Volume(veh/h) 0 6 0 915 992 4 Future Volume(Veh/h) 0 6 0 915 992 4 ' Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 0 7 0 995 1078 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) pX, platoon unblocked vC, conflicting volume 1578 361 1082 ' vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1578 361 1082 tC,single(s) 6.8 6.9 4.1 tC, 2 stage(s) tF(s) 3.5 3.3 2.2 p0 queue free% 100 99 100 ' cM capacity(veh/h) 100 635 640 Dir%fion,.lane# EB 1 NB 1 NO 2. 1 $B 1 $8 2 , $B 3. Volume Total 7 498 498 431 431 220 Volume Left 0 0 0 0 0 0 Volume Right 7 0 0 0 0 4 cSH 635 1700 1700 1700 1700 1700 ' Volume to Capacity 0.01 0.29 0.29 0.25 0.25 0.13 Queue Length 95th(ft) 1 0 0 0 0 0 Control Delay(s) 10.7 0.0 0.0 0.0 0.0 0.0 , Lane LOS B Approach Delay(s) 10.7 0.0 0.0 Approach LOS B Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 29.3% ICU Level of Service A , Analysis Period(min) 15 Fuss&O'Neill-MSM Synchro 9 Report F:1P2016106641A101TrafficlSynchrolPM 2017 Combined.syn Page 4 i 0 FUSS&O'NEILL j I ' Appendix E Turning Movement Count (TMC) Data \\privatc\dfs\Proj cctllata\P2016\0664\A10\DcGvcrablcs\Report\'1'I S_11Sbi_20160664(Final).docx Connecticut Counts LLC Kensington, Connecticut 06037 ' (860) 828-1693 Route 5 at Future Drive File Name : 14562 ' South Windsor, Connecticut Site Code : 14562 Start Date . 8/23/2016 ' Page No : 1 Groups Printed-Unshifted-Bank 1 -Bank 2 Route 5 i Route 5 Future Site Drive From North From East From South From West Start Time Right Thru ' Left I Peds App.T.W Right Thru � Left 11 Peds Aan Tuta1 Right Thru Left I Peds I App.Total 1 Right Thru ! Left ! Peds nap.Total ant.Total ' 07:00 AM 1 313 0 0 314 0 0 0 0 0 0 183 1 0 1841 1 0 0 0 1 499 07:15 AM 3 326 0 0 329 0 0 0 0 0 0 186 2 0 188 % 0 0 0 0 0 517 07:30 AM 2 249 0 0 251 0 0 0 0 0 0 169 2 0 171 0 0 2 0 2 424 ' 07:45 AM 2 269 0 0 271 0 0 0 0 0 0 158 1 0 159 0 0 0 0 0 430 Total 8 1157 0 0 1165 11 0 0 0 0 0 0 696 6 0 702 ! 1 0 2 0 3 ! 1870 08:00 AM 0 252 0 0 252 ''I 0 0 0 0 0 0 156 4 0 160 I 0 0 3 0 3 ! 415 ' 08:15 AM 1 183 0 0 1841 0 0 0 0 0 0 140 5 0 145 2 0 0 0 2 331 08:30 AM 1 179 0 0 180 0 0 0 0 0 0 141 8 0 149 1, 0 0 1 0 1 330 08:45 AM 1 3 131 1 0 135 0 0 0 001 1 0 134 3 0 137 0 0 0 0 0 272 Total 5 745 1 0 751 0 0 0 0 0 0 571 20 0 591 2 0 4 0 6 1348 ' Grand Total 13 1902 1 0 1916 0 0 0 0 0 0 1267 26 0 1293 3 0 6 0 9 3218 Apprch% 0.7 99.3 0.1 0 0 0 0 0 0 98 2 0 33.3 0 66.7 0 Total% 0.4 59.1 0 0 59.5 0 0 0 0 0 1 0 39.4 0.8 0 40.2 0.1 0 0.2 0 0.3 Unshifted 13 1835 1198 %Unshifted 100 96.5 100 0 96.5 0 0 0 0 0 0 94.6 100 _ 0 94.7 i 66.7 0 100 0 88.9 95.7 Bank 1 0 62 0 0 62 0 0 0 0 0 ! 0 65 0 0 65 1 1 0 0 0 1 128 %Bank 1 0 3.3 0 0 3.2 0 0 0 0 0 0 5.1 0 0 5 33.3 0 0 0 11.1 4 Bank 2 0 5 0 0 5 ! 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 9 ' %Bank 2 0 0.3 0 0 0.3I 0 0 0 0 0 ', 0 0.3 0 0 0.3 ' 0 0 0 0 0 0.3 i Connecticut Counts LLC 1 � Kensington, Connecticut 06037 (860) 828-1693 1 File Name : 14562 Site Code : 14562 1 Start Date : 8/23/2016 Page No : 2 1 Route 5 Route 5 Future Site Drive From North From East From South From West 1 Start Right Thru Left ! Peds App.To al j Right Thru Left Peds App Total Right Thru Left Peds App Total Right Thru Left Peds App.T t I Int.total Time j Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 1 07:00 AM 1 313 0 0 3141 0 0 0 0 0 I 0 183 1 0 184 1 0 0 0 1 495 07:15 AM 3 326 0 0 329 !', 0 0 0 0 0 0 186 2 0 188 1 0 0 0 0 0 ! 517 07:30 AM 2 249 0 0 251 0 0 0 0 0 0 169 2 0 171 I,I 0 0 2 0 2 424 07:45 AM 2 269 0 0 271 0 0 0 0 0 1 0 158 1 0 159 0 0 0 0 0 430 Total volume 8 1157 0 0 1165 0 0 0 0 0 0 696 6 0 702 1 0 2 0 3 1870 1 %App.Total 0.7 99.3 0 0 !! 0 0 0 0 0 99.1 0.9 0 33.3 0 66.7 0 PHF .667 .887 .000 .000 .885 .000 .000 .000 .000 .000 .000 .935 .750 .000 .934 .250 .000 .250 .000 .375 .904 Route 5 1 Out In Total 11651 1 1863 81 11571 0': 0 Right Thru Left Peds 1 4-- 41 11 1 Peak Hour Data 1 'O'n NII N? —f0 O i J ;T HI 'C .> North y C !I 2 in Peak Hour Begins at 07:00 AM o o Unshifted - to — 1 tL oI Bank 1 i _�v Bank2 _ °�» ,! a C 11 I 1 Left Thru Right Peds 1 6 696� 0 0 1158 I 702j j 1860 Out In Total 1 1 1 Connecticut Counts LLC Kensington, Connecticut 06037 ' (860) 828-1693 ' File Name . 14562 Site Code : 14562 Start Date : 8/23/2016 l Page No : 3 Route 5 Route 5 Future Site Drive �I From North From East From South From West Start Right 11 Thru Left Peds I App.Total 1 Right Thru Left Peds App rotas 1 ight Thru Left Peds li App.Tmal Right Thru Left Peds 1 App.Tacai Int.rota Time Peak Hour Analysis From 07:00 AM to 08:45 AM-Peak 1 of 1 Peak Hour for Each Approach Begins at: i ' 07:00 AM 07:00 AM 'i, 07:00 AM '.�07:30 AM +0 mins 1 313 0 0 314 0 0 0 0 0 0 183 1 0 184 0 0 2 0 2 1 +15 mins 3 326 0 0 329 0 0 0 0 0 0 186 2 0 188 0 0 0 0 0 +30 mins. 2 249 0 0 251 0 0 0 0 0 0 169 2 0 171 0 0 3 0 3 +45 mins. 2 269 0 0 271 0 0 0 0 0 0 158 1 0 159 2 0 0 0 2 1 ' Total volume ! 8 1157 0 0 1165 0 0 0 0 0 0 696 6 0 702 2 0 5 0 7 App.Total 0.7 99.3 0 0 0 0 0 0 0 99.1 0.9 0 1 28.6 0 71.4 0 _ PHF 667 887 000 000 .885 .000 .000 .000 .000 .000 .000 .935 .750 .000 .934 1 .250 .000 .417 .000 .583 Route 5 ' In-Peak Hour:07:00 AM I 1165' 8I 1157 0I 01 Right Thru Left Peds 4-- Peak Hour Data U�l '!` iJ > of North o� ' CS z 0 CO m o J ''� Unshifted m YL N, � Bank 1 o'o Bank 2 x ri D o o o w D CL a Left Thru Ri ht Peds 6 6961 0 0' I I 702 I In-Peak Hour:07:00 AM Rout Connecticut Counts LLC Kensington, Connecticut 06037 ' (860) 828-1693 Route 5 at Future Drive File Name : 14564 South Windsor, Connecticut Site Code : 14564 ' Start Date : 8/30/2016 Page No : 1 I Groups Printed-Unshifted-Bank 1 -Bank 2 Route 5 Route 5 Future Site Drive From North From East From South From West Start Time Right Thru Left Peds APV T W Right ! Thru I Left Peds A„Tow Right � Thru Left U-T' 'I App T t l Right Thru I Left Peds App.T.W1'! mt.Total 02:00 PM 0 177 0 0 177 0 0 0 0 0 0 148 0 5 1531, 0 0 1 0 1 331 02:15 PM 3 179 0 0 182 0 0 0 0 0 0 167 0 6 173 1 0 0 0 1 356 02:30 PM 1 185 0 0 186 0 0 0 0 0 0 183 1 1 185 0 0 1 0 1 372 02:45 PM ! 1 213 0 0 214 0 0 0 0 0 0 215 1 5 221 !, 2 0 4 0 6 1 441 Total , 5 754 0 0 759 '', 0 0 0 0 0 0 713 2 17 732 !, 3 0 6 0 9 1500 03:00 PM 1 219 0 0 220 0 0 0 0 0 0 211 1 4 2161 1 0 1 0 2 438 j 03:15 PM 1 197 0 0 198 0 0 0 0 0 1 0 205 1 2 208 1 0 0 0 1 407 03:30 PM 1 270 0 0 271 0 0 0 0 0 0 252 2 3 257 3 0 3 0 6 1 534 , J 03:45 PM 1 1 300 0 0 301 !, 0 0 0 0 0 0 219 0 6 225 0 0 0 0 0 1 526 Total 11 4 986 0 0 990 0 0 0 0 0 0 887 4 15 906 I 5 0 4 0 9 1905 Grand Total 9 1740 0 0 1749 11 0 0 0 0 0 0 1600 6 32 1638 !i 8 0 10 0 18 1 3405 , Apprch% 0.5 99.5 0 0 0 0 0 0 0 97.7 0.4 2 i 44.4 0 55.6 0 Total% 0.3 51.1 0 0 51.4 0 0 0 0 0 0 47 0.2 0.9 48.1 0.2 0 0.3 0 0.5 Unshifted 9 1659 1508 %Unshifted 1100 95.3 0 0 95.4 1 0 0 0 0 0 1 0 94.2 83.3 100 94.3 87.5 0 90 0 88.9 I', 94.8 I ' Bank 1 0 71 0 0 71 0 0 0 0 0 !, 0 55 1 0 56 1 0 1 0 2 129 %Bank 1 0 4.1 0 0 4.1 ' 0 0 0 0 0 0 3.4 16.7 0 3.4 12.5 0 10 0 11.1 1 3.8 Bank 2 1 0 10 0 0 10 I 0 0 0 0 0 1 0 37 0 0 37 0 0 0 0 01 47 %Bank 2 , 0 0.6 0 0 0.6 11 0 0 0 0 0 1 0 2.3 0 0 2.3 !, 0 0 0 0 0 1.4 Connecticut Counts LLC ' Kensington, Connecticut 06037 (860) 828-1693 File Name : 14564 ' Site Code : 14564 Start Date : 8/30/2016 Page No : 2 Route 5 Route 5 Future Site Drive From North From East From South From West ' Start Right 1 Thru Left Peds I App.Toffs, Right Thru 'I Left I Peds App,T.W I, Right 11 Thru ', Left II U-Two I App.Totz1 1 Right Thru I, Left I' Peds ', App.Tani mt.Total 11 Time Peak Hour Analysis From 02:00 PM to 03:45 PM-Peak 1 of 1 ' Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 1 219 0 0 220 1 0 0 0 0 0 0 211 1 4 216 1 0 1 0 2 438 03:15 PM 1 197 0 0 198 0 0 0 0 0 0 205 1 2 208 1 1 0 0 0 1 407 03:30 PM 1 270 0 0 271 0 0 0 0 0 0 252 2 3 257 3 0 3 0 6 .' 534 03:45 PM 1 300 0 0 301 0 0 0 0 0 0 219 0 6 225 0 0 0 0 0 526 ' Total volume 1 4 986 0 0 990 0 0 0 0 0 1 0 887 4 15 906 11 5 0 4 0 9 1905 App.Total ! 0.4 99.6 0 0 0 0 0 0 0 97.9 0.4 1.7 55.6 0 44.4 0 PHF 1.00 .822 .000 .000 .822 .000 .000 .000 .000 .000 .000 .880 .500 .625 .881 .417 .000 .333 .000 .375 892 Route 5 Out In Total 891 _9 90 1 1 1881I 41 986 0' 0 Right Thru Left Peds II Peak Hour Data �� Ivj� � ♦ t �I - o a� 0 �! o 02 North rn� 2 2 0 U)— Peak Hour Begins at 03:00 PM — — ti Bank 1 O o Bank 2 a o m U— t ' Left Thru Right U-Turn 4 887� 0 15 99'1� 9061 1897! ' - Out In Total I I Connecticut Counts. LLC Kensington, Connecticut 06037 (860) 828-1693 ' File Name : 14564 Site Code : 14564 ' Start Date : 8/30/2016 Page No : 3 Route 5 Route 5 Future Site Drive From North From East From South From West I Start � � ��, � I Right Thru Left Peds 11 App.Total Right Thru Left Peds App.Total Right i Thru Left uTurn App.Total Right Thru Left Peds App Total Int.Total Time __ ' Peak Hour Analysis From 02:00 PM to 03:45 PM-Peak 1 of 1 Peak Hour for Each Approach Begins at: 03:00 PM 02:00 PM 03:00 PM 02:45 PM ' +0 mins. I 1 219 0 0 2201 0 0 0 0 0 0 211 1 4 216 2 0 4 0 6 +15 mins. 1 197 0 0 198 1 0 0 0 0 0 0 205 1 2 208 1 0 1 0 2 +30 mins. 1 270 0 0 271 0 0 0 0 0 0 252 2 3 257 1 0 0 0 1 +45 mins. 1 300 0 0 301 0 0 0 0 0 0 219 0 6 225 3 0 3 0 6 Total volume 1 4 986 0 0 990 0 0 0 0 0 0 887 4 15 906 7 0 8 0 5 , App.Total 0.4 99.6 0 0 0 0 0 0 0 97.9 0.4 1.7 146.7 0 53.3 0 PHF '' t.000 .822 .000 .000 .822 I .000 .000 .000 .000 .000 .000 .880 .500 .625 881 I .583 .000 .500 .000 .6 5 Route 5 In-Peak Hour:03:00 PM , 0 41 986 01 0' Right Thru Left Peds ' + 1 ~ I I, Peak Hour Data 00 � Ar- , In N 7 North CD a> > i o 0 to o) Unshifted h Y— nl o� Bank 1 r1 0',0 LL a OfBank 2 �i + o 6 -- o C O N -o a 1 N � 0 f I Left Thru Right U-Turn 4 8871 0 15 61 In-Peak Hour:03:00 PM I I i, I i, 1 FUSS&O'NEILL 1 -I 1 1 Appendix F 1 Crash Data Table 1 1 i 1 1 1 1 i 1 1 1 1 1 \\pricatc\dfs\ProjcctData\P2016\0664\A10\I)cliverablcs\RcportV`I'IS_MSivI_20160664(Final).docx wox i CrashTHROUGH STUDY ROUTE • BOULEVARD) SOUTH • • CONNECTICUT ROUTE 5 at I-84 E ROUTE 5 at N. ROUTE 5 at S. ' Criteria OFF RAMP SITE DRIVEWAY SITE DRIVEWAY YEAR ' 2012 1 0 0 2013 3 2 0 2014 3 0 1 ' Total 7 3 1 I ' Average No. of Crashes 2.33 0.50 0.33 TYPE ' Rear-End 4 1 Fixed Object 1 Sideswipe-Same 1 1 1 Backing 1 Total 7 3 1 ' SEVERITY Property Damage Only 6 1 ' Non-fatal Injury 1 2 Total 10 1 \\private\dfs\ProjectData\P2016\0664\A100eliverables\Report\Appendix F-Crash Data\1Crash Summary.xlsx 1 UCONN Crash Data Route 5(John Fitch Boulevard) South Windsor,Connecticut 2012-2014 Date of Time of No.of Rte Road Light Crash Crash Severity Severity Vehicles Town Mileage Description of Crash Location Collision Type Weather Surface Condition Condition 11 15 2014 7:20:00 3 PDO 2 South Windsor 38.46 2 tenths North of BURNHAM ST Sideswipe-Same Clear Dry Daylight 9/3/2013 11:11:00 2 Injury 2 South Windsor 38.47 at TEN PIN BOWUNG(CL) Sideswipe-Same Clear Dry Daylight 5/22/2013 15:56:00 2 Injury 2 South Windsor 38.49 1220 feet North of BURNHAM ST Rear-end Clear Dry Daylight 11/8/2014 14:35:00 3 PDO 2 South Windsor 38.54 150 feet South of EXIT FR EB 1-29 Rear-end Clear Dry Daylight 2/24/2013 21:07:00 3 PDO 1 South Windsor 38.55 429 feet South of EXIT FR EB 1-29 Fixed Object Clear Wet Dark-Lighted 4/2/2014 7:57:00 3 PDO 2 South Windsor 38.55 100 feet South of EXIT FR EB 1-29 Rear-end Clear Dry Daylight 4/22/2013 7:45:00 3 PDO 2 South Windsor 38.59 200 feet South of RTE 30(EB)(ELLI Backing Clear Dry Daylight 9/7/2013 21:01:00 3 PDO 2 South Windsor 38.62 50 feet South of EXIT FR EB 1-291 Sideswipe-Same Clear Dry Dark-Lighted 3/26/2012 11:15:00 2 Injury 3 South Windsor 38.63 at EXIT FR EB 1-291(008) Rear-end Clear Dry Daylight 4/5/2014 21:14:00 3 PDO 2 South Windsor 38.63 at EXIT FR EB 1-291(008) Rear-end Clear Dry Dark-Lighted PDO-Propert Damage Only PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: 9/7/16 TO: Matt Galligan, Fred Shaw, Michael Gantick, Walter Summers, Jeff Doolittle Ray Favreau, Mark Owens, Chris Dougan, Heather Oatis, Kevin Cooney, John Caldwell, Andrea Confrancesco, Chris Duchesne, Vincent Stetson FROM: Michele Lipe, AICP, Director of Planning The Planning &Engineering Departments have received plans for the following projects: Appl 16-50P, Hartford Truck Site Plan Location: 95 John Fitch Boulevard (former Pin Bowl site) ® Site Plan ❑ Subdivision No. Acres 4 Zone GC ❑ Industrial ® Commercial ❑ Residential No. Lots/Units Water: ® Public ❑ Private Well Sewerage: ® Public ❑ Septic System Project Description: Construct a 16,500 sf building 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 9/23/16 and return to the Planning Department. Page 1 of 1 Zarambo, Lauren L. From: Shaw, Fred Sent: Thursday, September 08, 2016 11:45 AM To: Zarambo, Lauren L. Subject: RE: Three In House Referral Forms Lauren: My comments are as follows: Appl. 16-49P—No comment Appl. 16-50P—Public sewer is unavailable Appl. 16-51 P—no comment C. Frederick Shaw Superintendent Pollution Control Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 TEL: (860) 644-2511 EXT. 247 CELL: (860) 803-8886 FAX: (860) 644-7280 EMAIL: fred.shaw(nsouthwindsor.org From: Zarambo, Lauren L. Sent: Thursday, September 08, 2016 9:58 AM To: Caldwell, John; Cofrancesco, Andrea, Cooney, Kevin; Doolittle, Jeffrey; Dougan, Christopher; Duchesne, Christopher; Favreau, Raymond; Galligan, Matthew; Gantick, Michael; Oatis, Heather; Owens, Mark; Shaw, Fred; Stetson, Vincent; Summers, Walter Subject: Three In House Referral Forms Please find attached In House Referral forms for: Appl. 16-49P, Aman Resubdivision, 99 Main Street Appl. 16-50P, McQuire Road Associates, LLC dba Hartford Truck Equipment, 95 John Fitch Boulevard Appl. 16-51P, Tellier Properties LLC dba S.T.A.R. Center, 2045 and 2063 John Fitch Boulevard Please forward any comments or questions to the Planning Department. Thank you, Lauren L Zarambo Planning Department Secretary Town of South Windsor 1540 Sullivan Avenue South Windsor, CT o6074 86o.644.251i ext 253 9/8/2016 Page 1 of 1 Zarambo, Lauren L. From: Oatis, Heather Sent: Thursday, September 08, 2016 10:07 AM To: Zarambo, Lauren L. Subject: RE: Three In House Referral Forms Attachments: B100a application.pdf Appl. 16-49P—Applicant to complete 6100a application (attached) to demonstrate that the remaining original lot still has room for a reserve septic system and that the new lots can accommodate both a primary and reserve septic system. Soil testing may need to be conducted. I believe there was some historical soil data available for system sizing information. Appl. 16-50P—This is on septic, not sewers as marked. A plan has been submitted and comments have been sent back to DPI. Waiting on a revised plan before approval will be given. Appl 16-51 P—A septic plan is currently under review for this project. Heather Oatis,REHS,HHS Environmental Health Officer Ph: 860-644-2511 ext.250 Fax: 860-644-7280 www.southwintisor.org From: Zarambo, Lauren L. Sent: Thursday, September 08, 2016 9:58 AM To: Caldwell, John; Cofrancesco, Andrea; Cooney, Kevin; Doolittle, Jeffrey; Dougan, Christopher; Duchesne, Christopher; Favreau, Raymond; Galligan, Matthew; Gantick, Michael; Oatis, Heather; Owens, Mark; Shaw, Fred; Stetson, Vincent; Summers, Walter Subject: Three In House Referral Forms Please find attached In House Referral forms for: Appl. 16-49P, Aman Resubdivision, 99 Main Street Appl. 16-50P, McQuire Road Associates, LLC dba Hartford Truck Equipment, 95 John Fitch Boulevard Appl. 16-51 P, Tellier Properties LLC dba S.T.A.R. Center, 2045 and 2063 John Fitch Boulevard Please forward any comments or questions to the Planning Department. Thank you, Lauren L Zarambo Planning Department Secretary Town of South Windsor 1540 Sullivan Avenue South Windsor, CT o6074 86o.644.25ii ext 253 9/8/2016 Page 1 of 1 Zarambo, Lauren L. From: Stetson, Vincent Sent: Thursday, September 08, 2016 10:26 AM To: Zarambo, Lauren L. Subject: RE: Three In House Referral Forms My only comments would be to inquire if there septic systems can handle the additional usage, and I'm not sure if there is an ordinance in town that any new construction needs to be tied into the sewer system. That is all. Thank you From: Zarambo, Lauren L. Sent: Thursday, September 08, 2016 9:58 AM To: Caldwell, John; Cofrancesco, Andrea; Cooney, Kevin; Doolittle, Jeffrey; Dougan, Christopher; Duchesne, Christopher; Favreau, Raymond; Galligan, Matthew; Gantick, Michael; Oatis, Heather; Owens, Mark; Shaw, Fred; Stetson, Vincent; Summers, Walter Subject: Three In House Referral Forms Please find attached In House Referral forms for: Appl. 16-49P, Aman Resubdivision, 99 Main Street Appl. 16-50P, McQuire Road Associates, LLC dba Hartford Truck Equipment, 95 John Fitch Boulevard Appl. 16-51 P, Tellier Properties LLC dba S.T.A.R. Center, 2045 and 2063 John Fitch boulevard Please forward any comments or questions to the Planning Department. Thank you, Lauren L Zarambo Planning Department Secretary Town of South Windsor 1540 Sullivan Avenue South Windsor, CT o6074 86o.644.25u ext 253 9/8/2016 P.O. BOX 1 167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE: 860.291.8755 FAX: 860.291.875 7 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, *Rhode Island September 12, 2016 • Town of South Windsor Planning and Zoning Commission c/o Michele Lipe, Director of Planning Town Hall • 1540 Sullivan Avenue RECEIVED South Windsor, CT 06074 SEA' 12 2016 Re: Hartford Truck Equipment, LLC 95 John Fitch Boulevard WJTH WINDSOR PLAW10V E Members of the Commission, On behalf of applicant McGuire Road Associates, LLC,please accept this letter and the enclosed updated Application as a supplement to the previous submittal regarding the subject project. The enclosed Application adds a request for a Temporary and Conditional Use Permit for outdoor display. The previously submitted plans note an area for"parking and/or seasonal rotating display area". This area is the subject of this revised application as the previously submitted application did not include a request for the Commission to evaluate this proposed use. We look forward to presenting this project to the Commission. Please do not hesitate to contact us if there are any questions or if any additional information is needed. Sincerely, DESIGN PROFESSIONALS, INC. y: Dane LaBonte TOWN OF SOUTH WINDSOR PLANNING&ZONING COMMISSION APPLICATION FORM Application Number: -� Official Receipt Date: Munis Application #: � �� APPLICANT: McGuire Road Associates,LLC SOUTH WIN�JSUR Pt ANNINC DEPT PROJECT NAME.. Hartford Truck Equipment COMPLETE LOCATION OF PROPERTY: 95 John Fitch Boulevard,South Windsor OWNER OF RECORD ON LAND RECORDS: McGuire Road Associates,LLC OWNER ADDRESS: 111 Farmbrook Lane,South Windsor,CT 06074 GIS PIN # 47700095 ZONE GC NAME, ADDRESS, TELEPHONE &EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Jim Bernardino Design Professionals,Inc. 21 Jeffrey Drive South Windsor,CT 06074 860-291-8755 jbemardino@dpinc.co 15 min. Estimated presentation time: THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing and Certificate of Mailing Required) ❑ Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Subdivision ❑ Special Exception to Table (Public Hearing and Certificate of Mailing Required) [x] Site Plan of Development [x] New ❑ Modification Building(s) Sq Ft 16,500 ❑ General Plan of Development ❑ Dept of Motor Vehicle License - State Hearing per Section 14-55 for ❑ Earth Filling (Sec. 7.6) and/or Earth Removal (Sec. 7.16) (Public Hearing and Certificate of Mailing Required) ❑ Regulation Amendment ❑ Zoning ❑ Subdivision -Attach proposed amendment (Public Hearing Required) 0 Temporary and Conditional Permit (Public Hearing Required) for Outdoor display ❑ Temporary and Conditional Permit Renewal for ❑ Detached In Law Apartment or ❑ Accessory Apartment (Public Hearing and Certificate of Mailing Required) ❑ Major Home Occupation (Certificate of Mailing Required) for ❑ Other (explain in detail) *An Application Pending Sign is required to be posted on the prope for all applications ten (10) days prior to being he a Commi n. i nature of Applic t ature of Property Owner Print Name o Applicant Print Name of Property Owner Revised 2/2014 �pWN Sf4 T-ov� O-P S-0� ?d&U&Ot w� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 soe•co TELEPHONE (860) 644-2511 September 21, 2016 Jim Bernardino Design Professionals, Inc. 21 Jeffrey Drive South Windsor, CT 06074 Dear Mr. Bernardino: RE: Appl. 16-50P, McGuire Road Associates, LLC, dba Hartford Truck Equipment - request for site plan approval for a 16,500 sf building, and a 2 year temporary and conditional permit (Section 2.13.a) for outdoor display of equipment, on property located at 95 John Fitch Boulevard, GC zone Please be advised that the Public Hearing of the Planning & Zoning Commission in the above referenced matter has been scheduled for Tuesday, October 4 2016 at 7:30 p.m. in the Council Chambers of the South Windsor Town Hall, 1540 Sullivan Avenue. Someone must be present at the meeting to represent the application. One sign advertising the meeting must be posted on the property for ten (10) consecutive days prior to the meeting and must be clearly visible from a town street. The sign must be posted on John Fitch Boulevard by Saturday, September 24 2016. Signs can be obtained in the Planning Department, Monday through Friday, 8:00 a.m. - 4:30 p.m. If you have any questions regarding this letter, please call 860-644- 2511, Ext 253. Sincerely, Lauren Zarambo Administrative Secretary OWN SZ4 Ole ?d&U&10,t O * Y G m d �° 1540 SULLIVAN AVENUE ® SOUTH WINDSOR, CT 06074 r�OSox-c°`'`� TELEPHONE (860) 644 2511 Certified #70142120000332144167 September 22, 2016 Peter DeMallie Design Professionals, Inc. 22 Jeffrey Drive South Windsor, CT 06074 RE: Appl. #16-50P—McGuire Road Associates, LLC, 95 John Fitch Blvd Dear Mr. DeMallie: At the September 21, 2016 regular meeting, the Inland Wetlands Agency/Conservation Commission approved Appl. 16-50P, McGuire Road Associates, LLC—95 John Fitch Blvd—IWA/CC application for a Commercial building site plan, parking, equipment storage and associated utilities on property located westerly John Fitch Blvd and southerly of 1291 General Commercial (GC)Zone, with following conditions: 1. The final approved copy of the entire set of plans and this letter reproduced thereon must be submitted to the Planning Department. 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 applicant 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 September 21, 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. Bonds shall be collected in the amount of$2,000 to ensure proper placement and maintenance of erosion and sediment controls and $5,000 for installation and maintenance of stormwater structures. 5. All approvals required must be obtained and submitted prior to any activity on the site. 6. A contact person shall be identified on the plans. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION Elizabeth Warren, Chairperson EW/dt cc: Director of Planning �. Chief Building Official MEMORANDUM To: Michele Lipe, Town Planner From: Robert Grillo, Project Engineer Jeffrey Doolittle, Town Engineer t Date: 9/26/16 RE: Application 16-50P— Hartford Trucking, 95 John Fitch Blvd. Engineering has reviewed the site plan received on 9/06/16 for the above application and has the following comments: 1. Label the sidewalk ramps on the Site Plan. 2. Show the roof leaders on the Grading & Drainage plan. 3. State whether there are or are not interior floor drains. 4. Show an electrical connection for a generator on the Pump Station detail. 5. It is recommended that the curb be shown placed on the binder course in the Curb detail. 6. Show the depth of curb and the thickness of the processed aggregate base on the Monolithic Sidewalk and Curb detail. 7. Show filter fabric between the stone and the sand on the Storm Sewer Trench detail. 3 _ Show wire mesh on the Concrete Traffic Island detail. 9. Provide catch basin details. 10. Provide before and after development drainage flow calculations for 2 to 100 yr storm events. 11. Calculate the required bypass flow for the stormwater quality unit. 12. Move the northern Linden tree on the island in the parking lot north of the proposed building as it is too close to the proposed septic system. 13. In the Traffic Impact Study, provide the before and after development levels of service for the Route 5 through lanes. 14.A permit will likely be needed from ConnDOT for the new storm water drainage connection to the storm water system in Route 5 and for the modified driveways. Please contact me if you have any questions. 1 P.O.BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE:860.291.8755 � � FAX:8onalsi .8757 .com www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serwng Connecticut, Massachusetts, *Rhode Island • • LETTER OF TRANSMITTAL To: Planning and Zoning Commission Date: 9/29/2016 DPI Project No. 1678 c/o Michele Lipe, Director of Planning Re: Hartford Truck Equipment 1540 Sulivan Avenue 95 John Fitch Boulevard South Windsor, CT 06074 Application 16-50P WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ® Prints ❑ Renderings ❑ Specifications ® Copy of Letter ❑ Change Order ❑ • COPIES DATE NO. DESCRIPTION 10 9/28/16 1 Letter 3 9/28/16 2 Full size site plans 7 9/28/16 3 Reduced size site plans 10 9/28/2016 4 HydroCAD Report 21 SOUTH WINDSOR PLANNING • These are transmitted as checked below: ® For Approval ❑ No exceptions taken ❑ Resubmit copies for approval ❑ For your use ❑ Make corrections ❑ Submit copies for distribution ® As requested ❑ Revise and Submit ❑ Return corrected prints ® For review and comment ❑ Forbids due ❑ Prints returned after loan to us i REMARKS: Enclosed are letters, plans,and reports in response to comments received from Town staff,the Inland Wetlands Agency, and the Architectural&Design Review Committee. • We look forward to presenting this project at the next Planning and Zoning Commission hearing on October,4, 2016. Please give us a call at 860-291-8755 with any questions or if anything is needed. • SIGNED: CC: 019'6e LaBonte P.O.BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE:860.291.8755 FAX:860.291.8757 www.designprofessionalsinc.com CIVIL A TRAFFIC ENGINEERS/ PLANNERS/SURVEYORS 1613 ANALYSTS I LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, E Rhode Island September 28,2016 Town of South Windsor Planning and Zoning Commission RECEIVED c/o Michele Lipe,Director of Planning 1540 Sullivan Avenue S[P 2.9 2016 South Windsor,CT 06074 SOUTH WINDSOR PLANNING DEPT, Re: Hartford Truck Equipment 95 John Fitch Boulevard Application 16-50P Members of the Commission, Please accept this letter and the enclosed information and plans revised through September 28, 2016 in response to comments received from 1)Town staff,2)the Inland Wetlands Agency who approved the project on September 21,2016, and 3)the Architectural&Design Review Committee who reviewed the project on September 15,2016. Planning Comments.email September 26 2016 and phone call September 29 2016 1. Lot coverage should be added to the zoning data table : Lot coverage is added to the zoning data table. 2. It appears that the buffer on the southerly portion of the lot is being met by existing vegetation specifically a thin row of deciduous trees. Upon a recent site visit, it is difficult to tell if the trees are even on this property. Have they been located in the field?I will be : recommending that supplemental planting be added to the buffer in the fifty foot buffer area. Supplemental plantings are added to the southern portion of the buffer area. • 3. Clarify the intent of the display area. Additional language is added the display area note on Sheet C-SP1 Site Plan. 4. Add easement and existing easement table to Site Plan. The existing easement and an easement table are added to Sheet C-SP1 Site Plan. : Engineerins Comments,memorandum September 26 2016 I. Label the sidewalk ramps on the Site Plan. The sidewalk ramp on the southern side of the building is labeled as such. A sidewalk ramp is not proposed along the sidewalk on the eastern side of the building at the main entrance. In the middle of the adjacent parking row,where the accessible parking spaces are located,the pavement and sidewalk are proposed to be flush with each other. The sidewalk maintains a gentle slope away from the middle of the parking row toward each end,while the pavement is pitched slightly steeper to provide a transitional curb reveal along the length until a full 6"reveal is exposed at each end.Additional detail is : added to Sheet C-GD 1 Grading and Drainage Plan. 2. Show the roof leaders on the Grading&Drainage plan. Gutters and roof leaders are not proposed. The building has a pitched roof with a peak running east to west.Half of the rooftop runoff will shed to the north and half to the south. Stone aprons are proposed along the northern and southern sides of the building as shown on Sheet C-LS 1 Landscape Plan in an effort to mitigate the energy of the falling water and protect the surrounding lawn area from washing out. 3. State whether there are or are not interior floor drains. A floor drain is proposed within the garage area. The enclosed C-UTI Utility Plan shows the proposed floor drain discharging to a holding tank. The proposed holding tank does not have a discharge point and will require routine pumping. • 4. Show an electrical connection for a generator on the Pump Station detail. • Notes are added to Sheet C-UT2 Septic Plan on the pump station detail and the plan that states"Provide emergency generator connection at control panel". S. It is recommended that the curb be shown placed on the binder course in the Curb detail. The Bituminous Concrete Lip Curb detail on Sheet C-D 1 Detail Sheet is updated to place the curb on the binder course. 6. Show the depth of curb and the thickness of the processed aggregate base on the Monolithic Sidewalk and Curb detail. The Monolithic Concrete Walk and Curb detail on Sheet C-D1 Detail Sheet is updated to show the depth of curb and the thickness of the processed aggregate base. 7. Show filter fabric between the stone and the sand on the Storm Sewer Trench detail. The Storm Sewer Trench detail on Sheet C-D 1 Detail Sheet is updated to show filter fabric between the stone and the sand. : 8. Show wire mesh on the Concrete Traffic Island detail. The Concrete Traffic Island detail on Sheet C-D1 Detail Sheet is updated to show wire mesh. • 9. Provide catch basin details. Standard DOT catch basin details are added to Sheet C-D3 Detail Sheet. 10. Provide before and after development drainage flow calculations for 2 to 100 year storm events. A HydroCAD Report is enclosed and the pre-development and post-development drainage flow rates from that report are outlined below: 2 year 10 year 25 year 100 year Pre-development cfs 10.74 16.93 20.20 25.87 Post-development cfs 5.60 11.23 14.43 20.17 11. Calculate the required bypass flow for the stormwater quality unit. ; The proposed stormwater quality unit is rated to provide at least 80%TSS removal up to 3.11 cfs with a peak treatment flow rate of 8 cfs.The stormwater quality unit is proposed to be offline.There is a manhole upstream of the stormwater quality unit that includes a diversion weir set at an elevation such that a maximum flow rate of 7.85 cfs is directed toward the water quality before overtopping the weir and discharging toward the DOT drainage system in John Fitch Boulevard. 12. Move the northern Linden tree on the island in the parking lot north of the proposed building as it is too close to the proposed septic system. The proposed septic system is modified per Health Department comments. The proposed landscaping shown on the enclosed plans is adjusted to accommodate the septic system. : : 13. In the Traffic Impact Study,provide the before and after development levels of service for the Route S through lanes. The Route 5 through lanes passing by the site are uncontrolled and"free flow"in each : direction therefore the analysis does not rate these movements with a level of service. : Given that traffic does not stop in the through lanes,the level of service is"A"with no delay for the Route 5 northbound and southbound through lanes passing by the site at all times. There is no change to this level of service pre and post development. The Route 5 northbound left turn movement into the north site driveway is a critical movement and is therefore rated with a levels of service. The NB left turn operates at LOS B in both the AM and PM peak hour existing conditions and will continue to do so in the build condition. 14. A permit will likely be needed from ConnDOT for the new storm water drainage : connection to the storm water system in Route S and for the modified driveways. Acknowledged, all work with the DOT right of way will be coordinated and permitted with the DOT. Inland Wetland Agency Comments September 21 2016 1. Sped luminaire color temperature to be 3,000 kelvin. : Note 6 is added to the Lighting Plan Notes on Sheet C-LTI Lighting Plan specifying that the luminaire color temperature shall be 3,000 kelvin. Architectural&Desim Review Committee Comments September 15 2016 1. Move row of arborvitaes to eastern side offence. . The row of arborvitaes is moved to the eastern side of the fence. We trust the above and enclosed information satisfactorily addresses the comments received to date and look forward to presenting this project to the Commission on October,4,2016.Please feel free to contact us at 860-291-8755 with any questions or if anything else is needed. Sincerely, rJea�mjesernardino,PE Dane LaBonte,EIT Director of Engineering Senior Project Engineer 1678 rev 1 Type 111 24-hr 2 Rainfall=3.20" Prepared by Design Professionals, Inc. Printed 9/28/2016 HydroCADO 10.00-16 s/n 09320 ©2015 HydroCAD Software Solutions LLC Page 1 Summary for Subcatchment POST: POST Runoff = 5.60 cfs @ 12.10 hrs, Volume= 0.416 af, Depth= 1.21" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 2 Rainfall=3.20" Area(ac) CN Description 2.680 98 Paved parking, HSG A 1.440 39 >75%Grass cover, Good HSG A 4.120 77 Weighted Average 1.440 34.95% Pervious Area 2.680 65.05% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment PRE: PRE Runoff = 10.74 cfs @ 12.09 hrs, Volume= 0.807 af, Depth= 2.35" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 2 Rainfall=3.20" Area(ac) CN Description 3.670 98 Paved parking, HSG A 0.450 39 >75%Grass cover, Good HSG A 4.120 92 Weighted Average 0.450 10.92% Pervious Area 3.670 89.08% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.0 300 0.0090 1.25 Sheet Flow, Smooth surfaces n= 0.011 P2= 3.20" 2.4 160 0.0030 1.11 Shallow Concentrated Flow, Paved Kv=20.3 fps 6.4 460 Total 1678 rev 1 Type 11124-hr 10 Rainfall=4.70" Prepared by Design Professionals, Inc. Printed 9/28/2016 HydroCAD®10.00-16 s/n 09320 ©2015 HydroCAD Software Solutions LLC Pape 2 Summary for Subcatchment POST: POST Runoff = 11.23 cfs @ 12.09 hrs, Volume= 0.815 af, Depth= 2.37" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 10 Rainfall=4.70" Area (ac) CN Description 2.680 98 Paved parking, HSG A 1.440 39 >75% Grass cover, Good, HSG A 4.120 77 Weighted Average 1.440 34.95% Pervious Area 2.680 65.05% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment PRE: PRE Runoff = 16.93 cfs @ 12.09 hrs, Volume= 1.304 af, Depth= 3.80" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 10 Rainfall=4.70" Area (ac) CN Description 3.670 98 Paved parking, HSG A 0.450 39 >75% Grass cover, Good, HSG A 4.120 92 Weighted Average 0.450 10.92% Pervious Area 3.670 89.08% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.0 300 0.0090 1.25 Sheet Flow, Smooth surfaces n= 0.011 P2=3.20" 2.4 160 0.0030 1.11 Shallow Concentrated Flow, Paved Kv=20.3 fps 6.4 460 Total 1678 rev 1 Type ///24-hr 25 Rainfall=5.50" Prepared by Design Professionals, Inc. Printed 9/28/2016 HydroCADO 10.00-16 s/n 09320 ©2015 HydroCAD Software Solutions LLC Page 3 Summary for Subcatchment POST: POST Runoff = 14.43 cfs @ 12.09 hrs, Volume= 1.046 af, Depth= 3.05" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 25 Rainfall=5.50" Area (ac) CN Description 2.680 98 Paved parking, HSG A 1.440 39 >75%Grass cover. Good, HSG A 4.120 77 Weighted Average 1.440 34.95% Pervious Area 2.680 65.05% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment PRE: PRE Runoff = 20.20 cfs @ 12.09 hrs, Volume= 1.572 af, Depth= 4.58" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 25 Rainfall=5.50" Area (ac) CN Description 3.670 98 Paved parking, HSG A 0.450 39 >75%Grass cover, Good, HSG A 4.120 92 Weighted Average 0.450 10.92% Pervious Area 3.670 89.08% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.0 300 0.0090 1.25 Sheet Flow, Smooth surfaces n= 0.011 P2=3.20" 2.4 160 0.0030 1.11 Shallow Concentrated Flow, Paved Kv= 20.3 fps 6.4 460 Total 1678 rev 1 Type N 24-hr 100 Rainfall=6.90" Prepared by Design Professionals, Inc. Printed 9/28/2016 HydroCADO 10.00-16 s/n 09320 ©2015 HydroCAD Software Solutions LLC Page 4 Summary for Subcatchment POST: POST Runoff = 20.17 cfs Qa 12.09 hrs, Volume= 1.468 af, Depth= 4.28" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 100 Rainfall=6.90" Area (ac) CN Description 2.680 98 Paved parking, HSG A 1.440 39 _ >75% Grass cover, Good, HSG A 4.120 77 Weighted Average 1.440 34.95% Pervious Area 2.680 65.05% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment PRE: PRE Runoff = 25.87 cfs @ 12.09 hrs, Volume= 2.045 af, Depth= 5.96" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr 100 Rainfall=6.90" Area (ac) CN Description 3.670 98 Paved parking, HSG A 0.450 39 >75%Grass cover, Good, HSG A 4.120 92 Weighted Average 0.450 10.92% Pervious Area 3.670 89.08% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 4.0 300 0.0090 1.25 Sheet Flow, Smooth surfaces n= 0.011 P2=3.20" 2.4 160 0.0030 1.11 Shallow Concentrated Flow, Paved Kv= 20.3 fps 6.4 460 Total Appl #16-50P, Hartford Truck Equipment Planning Department Report 10-4-16 1. Request for site plan approval for a 16,500 sf building, and a 2 year temporary and conditional permit (Section 2.13.a) for outdoor display of equipment, on property located at 95 John Fitch Boulevard, GC zone 2. The outdoor display area is being proposed under Section 2.11 Commercial and Industrial Storage and Display permits outdoor display through the issuance of a T & C permit. The applicant intends to have season display to include such items as: snow plows, sand/salt spreaders, finished trucks, etc. This approval would be required to renewed every two years. 3. The applicant is intending to reuse the existing site to the maximum extent possible. Maximum impervious coverage allowed is 65%, 65% proposed. Front yard setback along Route 5 is 83 feet, 50 feet required. Lot coverage 9%; 30% allowed. 4. The site will be serviced by public water and septic system. The system�ct to tKe reviepnd approv.RXthe town sanitarian. 5. Parking requirements bredown for the proposed uses requires 32 spaces for the office use and 14 spaces for the industrial use, totaling 46. Fifty -one spaces have been provided on the plan. 6. The applicant's landscape plan meets the interior landscaping requirements with the inclusion of shade trees as well as foundation plantings. There is a row of arborvitae in front of the 8 foot high chain link fence, screened with slats that is will screen the back of the site. This area will be a work area and outdoor storage. 7. This property is adjacent to vacant residentially zoned land that has frontage along King Street making it subject to a 50 foot buffer. The applicant is proposing to supplement the existing deciduous vegetation with the inclusion of 20 eastern white pines, 5-6 feet at planting. Sheet C-LS2 provides a cross section illustrating the cross section at 5 years and then at maturity. 8. There are no regulated wetlands on the site. The applicant received IWA/CC approval for their conservation plan on September 21 with the recommendation of a $2,000 bond to ensure placement of the erosion & sediment control and $5,000 bond for the installation and maintenance of stormwater structures. 9. Lighting on the site will include wall paks along the building and 8, 25 foot high pole lights in the parking lot and to the rear of the building. A cut sheet of the LED lights proposed was submitted as well as an isometrics diagram illustrating the proposed lighting levels. 10. The building has 100 sq ft of frontage which will allow for 200 sq ft of signage which was illustrated on the architectural plans. Signage will be lit. There is no SOWN Sf4 O w J / o� O-P Sou V ?d&U&Ot .1 ti • w� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 r�OsOR-CO TELEPHONE (860) 644-2511 CERTIFIED MAIL 7011 1570 0000 6337 2256 October 6, 2016 McGuire Road Associates, LLC C/o James Bernardino Design Professionals, Inc. 21 Jeffrey Drive South Windsor, CT 06074 Dear Mr. Bernardino: Re: Appl. 16-50P, Hartford Truck Equipment Site Plan of Development, 95 John Fitch Boulevard We are pleased to advise you that the Planning & Zoning Commission voted on October 4, 2016 to approve with modifications the above referenced application for a Site Plan of Development. This approval is for McGuire Road Associates, LLC dba Hartford Truck Equipment for site plan approval for a 16,500 sf building, and a 2 year temporary and conditional permit (Section 2.13.a) for outdoor display of equipment, on property located at 95 John Fitch Boulevard, GC zone, as shown on plans prepared by Design Professionals, Inc., project# 1678 dated August 31, 2016 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 bonds in the amount of$2,000 bond to ensure placement of the erosion& sediment control and$5,000 bond for the installation and maintenance of stormwater structures. 4. A landscape bond in the amount of$5000 is required and must be submitted prior to the issuance of a certificate of occupancy if work is not completed. 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 9.1.3 of the Zoning Regulations. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 9. The building street number must be included on the final plan. 10. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 11. All free standing signs and/or building signs require the issuance of a sign permit before they are erected. 12. The temporary and conditional permit for the outdoor display will expire on 10/4/18 and will have to be renewed at that time if the display is to continue. Black and white transparent mylars of the Sheets # 1 and C-SP1 with the above modifications, together with three blueprint copies of the entire set of plans with live signatures and raised seals (including architectural elevations and landscaping plans) must be submitted to this Commission to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission and the Water Pollution Control Authority 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. Sincerely, ary Bazzano, Chairman Planning and Zoning Commission GB/llz cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal BOND TRANSMITTAL DATE: November 28, 2016 . APPLICANT NAME Hartford Truck Equipment, Inc. ADDRESS 67 Mcguire Road South Windsor, CT 06074 PROJECT LOCATION/ADDRESS LOT 95 John Fitch Boulevard SUBDIVISION P&Z OR IWA/CC APPLICATION NUMBER 16-50P AMOUNT OF BOND $2,000 E&S and $5,000 Stormwater Structures CHECK NUMBER 1322705240 DEPARTMENT PLANNING SUBMITTED BY Lauren Zarambo 11/28/16 NAME DATE PROCESSED BY FINANCE oZ o2 �6 NAME DATE SUB ACCOUNT NUMBER 5-o® a 3 -7 MUNIS APPLICATION 201601193 WAPlanning Admin\PZC\Bonds\2016 Bonds\16-50P HartfordTruckEquip Bond Trans.doc PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 11/28/16 CUSTOMER#: 000509254 TIME: 15:23 HARTFORD TRUCK EQUIPMEN CLERK: laurenlz RECPT#: 20895255 PREV BAL: TP/YR: MS/2017 AMT PAID: 7000.00 BILL: ADJSTMNT: EFF DT: 11/28/16 BAL DUE: PERMITS/INSP PAYMENT -----------------TOTALS----------------- PRINCIPAL PAID: 7000.00 INTEREST PAID: .00 ADJUSTMENTS: .00 DISC TAKEN: .00 AMT TENDERED: 7000.00 AMT APPLIED: 7000.00 CHANGE: .00 PAID BY: HARTFORD TRUCK EQUIP PAYMENT METH: CHECK PAYMENT REF: 1322705240 ' �oWn s�qt y 1 C v a s s¢ y • w� 1540 SULLIVAN AVENUE•SOUTH WINDSOR, CT 06074 OS C TELEPHONE(860) 644-2511 Certified#70142120000332144167 September 22,2016 Peter DeMallie Design Professionals, Inc. 22 Jeffrey Drive South Windsor,CT 06074 RE: Appl.#16-50P—McGuire Road Associates,LLC, 95 John Fitch Blvd Dear Mr. DeMallie: At the September 21,2016 regular meeting, the Inland Wetlands Agency/Conservation Commission approved Appl. 16-50P, McGuire Road Associates, LLC—95 John Fitch Blvd—IWA/CC application for a Commercial building site plan, parking, equipment storage and associated utilities on property located westerly John Fitch Blvd and southerly of 1291 General Commercial(GC)Zone, with following conditions: 1. The final approved copy of the entire set of plans and this letter reproduced thereon must be submitted to the Planning Department. 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 applicant 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 September 21, 2021. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration_ 4. Bonds shall be collected in the amount of$2,000 to ensure proper placement and maintenance of erosion and sediment controls and $5,000 for installation and maintenance of stormwater structures. 5. All approvals required must be obtained and submitted prior to any activity on the site. 6. A contact person shall be identified on the plans. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION Elizabeth Warren, Chairperson EW/dt cc: Director of Planning Chief Building Official P.O.BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE:860.291.8755 FAX:8onalsi ..corn www.des ign profess Tonal sinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, *Rhode Island • • • LETTER OF TRANSMITTAL To: Michele Lipe Date: 11/7/2016 DPI Project No. 1678 Director of Planning Re: Planning and Zoning Site Plan Application Town of South Windsor Inland Wetlands Application Hartford Truck Equipment WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Renderings ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ • COPIES DATE NO. DESCRIPTION 1 11/2/2016 1 Mylar Sheets:APP-1 • These are transmitted as checked below: ❑ For Approval ❑ No exceptions taken ❑ Resubmit copies for approval ® For your use ❑ Make corrections ❑ Submit copies for distribution ❑ As requested ❑ Revise and Submit ❑ Return corrected prints ❑ For review and comment ❑ Forbids due ❑ Prints returned after loan to us • REMARKS: • t`k f�`y\\ • • • • • SIGNED: CC: Daniel H. Jam o , I.T. �. d�-�� � � ,--�- ` �� -- � r �� - .��: :.: ,� _ . . : . ,. f- . k �. �y,� L' M 6 • TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: Ben Wheeler CHANGE ORDER CONTACT PERSON Design Professionals, Inc. Phone No. 860-291-8755 Address 21 Jeffrey Drive South Windsor, CT 06074 Site Name Hartford Truck Equipment P&Z No. 16-50P Owner McGuire Road Associates, LLC Phone No 860-290-9516 Contractor Orlando Annulli&Sons, Inc. 4/1 Signature of owner Date: Signature of Design ngr. Date: CHANGE: (Describe location an nature of change. Include Four (4) copies of plan/profile of Change. ) -Expand area of landscaping stone around building -revise plantings in landscape peninsulas at northeast and southeast corners of building -add plantings along north and south sides of building Reason for Change. (Why is change required) Owner preference APPROVALS: (As :Rtejmqqire ) Dir. Of Planning Date: Town Engineer Date.- Dir. of Public Works Date: Other: Dates STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning coh4n Se 004v TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: Jim Bernardino CHANGE ORDER CONTACT PERSON Design Professionals, Inc. phone No.860-291-8755 Address 21 Jeffrey Drive South Windsor,CT 06074 Site Name Hartford Truck Equipment P&Z No. 16-50P Owner McGuire Road Associates, LLC Phone No. 860-290-9516 Contractor Orlando Ann Ili&Sons, Inc. Signature of Owne t Date: Signature of Des E gr Date: CHANGE: (Describe locatio nd ature of change. Include Four (4) copies of plan/profile of Change. ) Modification of septic system layout/design per additional test pits observed on 2/14/17 Reason for Change: (Why is change required) To eliminate pump station as a result of additional testing on 2 14 17 APPROVALS: (As Required) 4 Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Dates STAFF COMMENTS: : cL 317 IV White - Town Engineer Yellow - Applicant: Pink - Director of Planning Page 1 of 3 Lipe, Michele From: Daniel Jameson [DJameson@designprofessionalsinc.com] Sent: Tuesday, March 07, 2017 12:53 PM To: Collelo, Diane; Lipe, Michele Cc: James Bernardino; Dane LaBonte Subject: RE: Hartford truck septic plan design change order Hello Diane, That's great. We will submit one copy for your final approval and 4 additional copies to planning&zoning to finalize the change order for the septic design. Thanks for your help! Regards, Daniel Jameson, EIT, LEED Green Associate Project Engineer Design Professionals, Inc. CIVIL&TRAFFIC ENGINEERS/PLANNERS/SURVEYORS/GIS/LANDSCAPE ARCHITECTS Serving Connecticut,Massachusetts,&Rhode is/and P.O.Box 1167 860.291.8755 phone 21 Jeffrey Drive 860.291.8757 fax South Windsor,CT 06074 www.designi)rofessionalsine.com CONFIDENTIALITY NOTICE: This e-mail message is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material.Any unauthorized review,use,disclosure or distribution is prohibited.If you are not the intended recipient,please contact the sender by reply e-mail and destroy all copies of the original message. From:Collelo, Diane [mailto:Diane.Collelo@southwindsor.org] Sent:Tuesday, March 07, 2017 12:28 PM To: Daniel Jameson<DJameson@ design professionalsinc.com> Cc:James Bernardino<JBernardino@designprofessionalsinc.com>; Dane LaBonte <DLaBonte@designprofessionalsinc.com> Subject: RE: Design Recommendations 2017-3-1 Good Afternoon, The plan looks good. Please send me one copy for final approval and for our records. You may have to send copies to the other departments in town as well. Regards, D%awe L. coUeLo, TR_'EFfS/TZS Evi,V%rov\,vKevttaL FteaLtk Spec�PL�st Town of South Windsor,Health Department 1540 Sullivan Avenue—Mailing Address 1530 Sullivan Avenue --Office Address South Windsor, CT 06074 Ph.: 860-337-6182 3/10/2017 Page 2 of 3 Fax: 860-644-1930 www.southwindsonorg , Find us on Facebook: httPs://www.facebook.com/southWindsorHealthDepartment ----------- From: Daniel Jameson [mailto:DJameson@ esignp[ofessionalsinccorn] Sent: Monday, March 06,2017 9:11 AM To: Collelo, Diane<Diane.Coilelo@southwindsor org> Cc:James Bernardino<JBernardino@designprofessionalsinc com>; Dane LaBonte <DLaBonte@designprofessionalsinc.com> Subject: RE: Design Recommendations 2017-3-1 Hello Diane, I wanted to following up with you on the voicemail I left you this past Friday in regards to the design recommendations received for the Hartford Truck Site (dated March 1, 2017). In response to your questions about our system in your email below, the proposed septic system will be level. We have updated the septic plan to show connected ends as you recommended and have included additional notes as your requested. I have attached an updated pdf of our plan for your preliminary review. How many final copies will you need for final approval and your records? I'll be out of the office for most of the day today so If you have any additional questions feel free to email me or leave me a message and I'll get back to you as soon as I get back. Regards, Daniel Jameson, EIT, LEED Green Associate Project Engineer Design Professionals, Inc. CIVIL&TRAFFIC ENGINEERS/PLANNERS/SURVEYORS/GIS/LANDSCAPE ARCHITECTS Serving Connecticut,Massachusetts, A Rhode island P.O.Box 1167 860.291.8755 phone 21 Jeffrey Drive 860.291.8757 fax South Windsor,CT 06074 www.designprofessionalsinc.com CONFIDENTIALITY NOTICE: This e-mail message is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material.Any unauthorized review,use,disclosure or distribution is prohibited.If you are not the intended recipient,please contact the sender by reply e-mail and destroy all copies of the original message. __---- From:Collelo, Diane [mailto:Diane.Collelo southwindsor org] u ~ 3/10/2017 "OWN 6 4 aps-ou� ?d&U14at Cj 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 dSOR-CO TELEPHONE(860) 644-2511 March 23, 2017 Orlando Annulli& Sons Brad Downey P.O. Box 610 Manchester, CT 06045-0610 Dear Mr. Downey: Re: Preconstruction Meeting for Appl. 16-50P, Hartford Truck Equipment,.95 John Fitch Boulevard IN ATTENDANCE Name Company E-MAIL Phone number Michele R. Lipe SW Planning michele.li e southwindsor.or 644-2511 x252 Jeffrey Folger SW Planning effre .fol er@southwindsor.org 644-2511 x229 Jeffrey Doolittle SW Engineering 'effre .doolittle southwindsor.or 644-2511 x245 Bernie Drabek SW Engineering bernard.drabek southwindsor.or 644-2511 x241 David Mauldin SW Fire Marshal david.mauldin@southwindsor.org 282-0669 x2 Christopher Duchesne SW Police Dept. christo her.duchesne southwindsor.or 860-648-6273 Diane Collelo,RS S`T1j Health Dept. diane.collelo southwindsor.or 860-337-6172 Derek Brannon Hartford Truck 67 McGuire Road, South Windsor, CT 860-290-9516 Equipment 06074 x20 Blake Brannon Hartford Truck 67 McGuire Road, South Windsor, CT 860-290-9516 Equipment 06074 x 10 Brad Downey Orlando Annulli & brad@annulli.com 860- 644-2427 Sons Mark Koss Koss Construction kossconstructionllc mail.com 860-933-4557 Jim Bernardino Design ibernardinokdpinc.co 860-291-8755 Professionals Inc. Dane LaBonte Design dlabon-te@dpinc.co 860-291-8755 Professionals Inc. The following is a brief summary of points discussed during the meeting: Erosion and Sedimentation Control 1. All erosion and sedimentation control measures are to be in place prior to earth movin o erations in each area and maintained/cleaned out during construction. Call Jeffrey Folger, Senior Environmental Planner for inspection when measures are in place, prior to commencement of site work or if any problems/concerns arise during construction at 860-644-2511 Ext. 229. 1 2. All topsoil stockpile areas to be protected(ringed with haybales or equal). 3. During construction a crushed stone tracking pad may need to be installed and maintained to minimize tracking of dirt/gravel on to John Fitch Boulevard. Calcium chloride or water is to be used for dust control as required. 4. Install and stabilize the detention basin and Swale on site first. Public Works 1. Three complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by the Planning Department along with plans developer needs. Only approved plans are to be used on the job site. 2. The Engineering Department is to be notified forty-eight (48) hours prior to the start of major construction work in (Road Name) with inspections and testing per Developers Checklist for the following: a. After site is staked out b. All drainage work c. Preparation of subgrade, compaction tests as per Developer's checklist d. Placement of bituminous concrete,two (2)inch layers maximum 3. Certification of gravel used as subbase and processed stone for base will be required from an approved testing company 4. Certification of all products used -- storm pipe, structures, pavement, oil/grit separator and sewer grinder pump system shall be presented to the Town Engineer prior to installation. 5. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 6. An as built plan will be required for the improvements. A separate as built plan will be required. 7. As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers and house service laterals located as per revised as-built checklist. 8. All pipe and structures to be backfilled with free draining material compacted in maximum one foot lifts with approved compaction equipment or approved equal if deep trench is encountered. Any pipe or structure work requires inspection prior to backfilling. 9. Any problems and/or questions regarding construction of this project will be directed to Brad Downey in the field at cell phone 860-644-2427. Site Supervisor name and number will be forthcoming. 2 10. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 11. Job meetings will be held as needed, and can be called by the developer or Town. 12. Seventy-two (72) hours' notice needed for certificate of occupancy inspection and a $35 C.O. inspection fee is due at that time. 13. Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in quadruplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 14.Normal hours of operation 7:00 a.m. -5:00 p.m., no work on Sunday. 15. DOT permit needed for all work within state road. Copy must be given to the Engineering Department. 16. No paving after October 15 or before April 15 without written approval from Director of Public Works. 17. Any unfinished site work will be bonded prior to Engineering and Planning Department sign-offs for a Certificate of Occupancy. Planning Department 1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Department. Additional landscaping installed on one part of a site will not preclude planting all of the remaining items shown on the landscaping plan. 2. Sign permits are required for all temporary and permanent signs. Utilities 1. Contact utilities for coordination of utilities connection. Fire Marshal(Commercial Facilities) 1) Documents—Complete set of stamped plans with the following: a. Plan review paid b. Code information sheet c. Exiting plans with travel distances d. Wall types e. Door schedule f. Mechanical, Electrical, reflected ceiling g. Fire alarm h. Basic sprinkler layout 3 ** PLAN REVIEW COULD TAKE 30 DAYS FOR APPROVALS ** 2) Inspections: a. Above ceiling b. Penetrations and separations c. Sprinkler system A. Hydraulic calculations and cut sheets B. Underground flush and hydrostatic test C. System hydrostatic test D. Main drain test/inspectors test E. Outside bell F. NFPA 13 paperwork d. Fire Alarm e. Emergency lighting test f. Final Inspection ** PLEASE NOTE THE FOLLOWING** 1. Consulting inspection will be welcomed 2. Multiple inspections can be done on the same day 3. Stocking/addition of fixtures to occupancy will only be allowed if the life safety systems are on line. Police Services 1. Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead. If the developer occupies or owns the building after construction emergency numbers must be provided to Police Services. 2. All buildings located on property that abuts a public highway must be numbered and visible from the street. All numbering shall comply with Town Ordinance 6-800 through 6-802. 3. Barns, garages, and outbuildings, which are located on the same premises as a numbered structure, are excluded. 4. Erect temporary sign on the site during construction identifying the project. 5. If an alarm is to be installed contact Police Services. Building Department 1. Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. 4 Very truly yours, Michele R. Lipe,AICP Director of Planning MRL/llz cc: Jeffrey Doolittle, Town Engineer Bernie Drabek,Engineering Inspector Michael Gantick, Public Works Christopher Dougan, Chief Building Official Fred Shaw, Superintendent of Pollution Control Walter Summers, Fire Marshal Utilities 5 7L- PRECONSTRUCTION MEETING SIGN IN SHEET (please print clearly) NAME COMPANY ADDRESS and / or EMAIL TELEPHONE i- e z J CL. S cv .�s r Gc<ce �U .;: ct� Z, `g.h ..J`'/sLC -- ✓Y s� 3, 71re A 6roopt J tl t4OJ'4 lc.4 TrIc A c"ko- 1�j1�3 � �w l� v �► {- �7 �� g�tJ.cT aG��� P,C- 290-9W 6o-o DDwr Y �2�0 t.t.! Sor•Js o �� - --���a�a7 CIRVE AuCAVE -gyp svi PS c�+li got.0141(l -me"34tV,Ma- DL960 2� TOWN OF SOUTH WINDSOR STAFF SITE ORANGE FOR SITE & SUBDIVISION GENERAL: Jim Bernardino CHANGE ORDER CONTACT PERSON Design Professionals, Inc. Phone No.860-291-8755 Address 21 Jeffrey Drive South Windsor, CT 06074 Site Name Hartford Truck Equipment P&S No. 16-50P Owner McGuire Road Associates, LLC Phone No. 860-290-9516 Contractor Orlando Annu i&Sons, Inc. Signature of Owner Date: . d,�® Signature of Des Eng Date. CHANGE: (Describe locatio d nature of change. Include Four (4) copies of plan/profile of Change. ) - Remove all existing pavement to be replaced with new pavement - Add gate in fence near dumpster pad - Widen striped accessible aisle at building entrance - Locate both accessible parking signs on building Reason for Change: ('Why is change required) Owner preference APPROVALS: (As Require ) Dir. Of Planning ( Date: Town Engineer 444 4 + Date: Dir. of Public Workl Date: Other: Date: STAFF COM14ENTS: White - Town Engineer fellow - Applicant Pink - Director of Planning Orlando Annulli and Sons, Inc. September 22,2017 Mr. Jeffery Doolittle P.E. Town of South Windsor Engineering Dept. 1540 Sullivan Avenue South Windsor, CT 06074 Reference: Hartford Truck Equipment New Sales and Service Facility 95 John Fitch Boulevard South Windsor, CT 06074 Sent via email Dear Mr. Doolittle: This letter is to confirm that the site lighting for the above referenced project has been completed in compliance with the site lighting plan sheet C-LT1 in the approved site development plans. The appropriate pole mounted and building mounted fixtures were installed as per the luminaire schedule shown on sheet C-LT1. LED fixtures used were as specified by"Acculite°with appropriate wattages, lens optics and full cut-off shielding as required. Sincerely, ORLAN M7, Bradford Downey Project Design Manager Corporate Secretary Cc: Job File 2169 147 Hale Road • P.O.Box 610 • Manchester, CT 06045-0610 • Telephone 860.644.2427 • Facsimile 860.644.6505 AA/EOE