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TOWN OF SOUTH WINDSOR, CONNECTICUT 4 PLANNING AND ZONING COMMISSION o Q APPLICATION FORM plication No. Cy- ` 6 /:1 ro REC NED Date Received: ;� - lam_ '� S EP 2 3 1994 Action/Public Hearing by: Receipt No. : S0 wN= APPLICANT: -f);pS F7j4 6rI &A i_ ADDRESS: 07 a�o rp/� G �© 1�JLca-ri P I tort OWNER OF RECORD ON LAND RECORDS: ADDRESS: C3 • cox COMPLETE LOCATION OF PROPERTY: ASSESSOR'S MAP# `j T PARCEL# LOT# /b ZONE Z NAME, ADDRESS, & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: ,6,� /��;�-�. -`'•��iC l /a7V c-n i Ditir%-o G TELEPHONE: .2+2—C15786 THIS APPLICATION IS FOR: (Check all that apply) : 1 . Zone Change to (Public Hearing required) . 2 . Subdivision/Resubdivision. a . Subdivision Minor Major b. Resubdivision _ Minor Major (Public Hearing Req. ) C . Conditional Approval d. Open Space Subdivision (Public Hearing Required) 1 3 . Special Exception to Article ' (Public Hearing Required) 3 4 . Site Plan of Development . 5 . General Plan of Development. 6 . Earth Filling [Sec. 10] and/or Earth Removal [Sec . 9 ] (PH Req. ) 7 . Regulation Amendment: Zoning Subdivision 8 . Amendment to Town Plan. 9 . Temporary and Conditional permit. 10 . Other (explain in detail) : CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE. THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY AND SUBMITTED IN TRIPLICATE WITH ALL MAPS AND DOCUMENTS REQUIRED ON ATTACHED CHECKLIST, ALL OF WHICH CON ITUTE THE APPLICATION. PPlicant er [�i ni�CC�,✓ Gt ���, TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT _Pt>6 +F-�R-��y CouSTe-uLTa 'J PROJECT NAME oo11> 1"ld+-►uc-T��-"`-� c� 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 supplies . On each sheet for plans or maps , title block with the following information: a . Name, address and telephone of applicant. 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 l inch equals 200 feet, which can be used as an overlay on Metropolitan District Maps . 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. Layout of buildings / C . Layout of streets and parking. d . Lines indicating proposed drainage system with direction arrows . V e. Lines indicating- sanitary sewer system with direction / arrows . ✓ f . Names of surrounding property owners . UA. g . Proposed open spaces and recreation areas . . h. Driveway cuts on surrounding properties . 3 . . Architectural Elevations: Plans of the proposed buildings drawn to a scale of 1/8 ' = 1 ' - 0" showing the elevations of all sides of the proposed buildings in sufficient detail to show architectural styling. Architect's seal on elevations for buildin s in e 5000 square feet (per CGS Chapter 390 ) . g xcess of 4 . Plot Plan: A layout map of the proposed site wn 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 li nes acreage of site. Iron pins required at all and roperty angle points and shown on map. b. Proposed streets and street lines with center line stations, 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. 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. In areas accessible to Metropolitan District Commission points, or other coordinated Points, the monumented points within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these MDC points shall be determined by the Town Engineer. WA 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 Ma P: 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 existingand proposed buildings . b• Curb lines and pavement width, sidewalks . /✓ C . Existing and proposed sanitary sewers . d. Existing and proposed water and gas main systems . ✓ e. Present wooded area indicated by foliage lines . Any individual 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 . (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches . ) i . Connections of all springs into proposed storm drainage system as needed. ✓ j . Location and indications of existing brook channels, and 100-year flood limits . k. A-2 Certification; P. E. /L.S, Seal . 6 . Landscaping plan. ✓ 7 . Drainage calculations Zero Runoff Increase per attached guidelines . 8 . Traffic report. _. 9 . Plans and Profiles : A plan and profile of the proposed streets drawn on plan/profile paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet vertically on sheets not exceeding 24 inches by ;36 inches, including ruled margins and containing the following: X a . Layout of streets in sections coordinated by stations withthe profile. x b. Street plan showing roadways and drainage. X% C . Sight line at driveway & street intersections . . X d. Profile of roadway showing existing and finished grades . Roadway profile will show all tangent grade and all vertical curve information. of e . Profile will show all catch basins and all drainage lines between catch basins with all invert and top of frame elevations . Drainage lines will be shown and described as to material . ' Where any storm drainage line discharges into an existing brook sufficient profile of this brook will be shown to- determine conditions . g. Metropolitan District Commission 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 . X h. Profiles shall show all sanitary sewer lines and manholes, including elevations, sizes, lengths, and slopes of pipes . Top of foundation elevations for building shall be shown. Nam- 10 . men 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. NA 11 . Sanitary Report: Where individual sanitary sewage disposal systems are proposed, the final plans shall include a Sanitary Report certified by a Professional Engineer. The report shall demonstrate the feasibility of the proposed individual systems; the report should deal with the area as a whole, discussing the following points : a. General nature and development of surrounding area. X b. Topography and natural drainage pattern. x C. Subsurface conditions as shown by subsurface investigation, including soil absorption characteristics, ground water level conditions, ledge rock, and general nature of soil . x - d. General description of type of development contemplated. X e. Detailed description of proposed sanitary sewage disposalfacilities, indicating sizes for various ground conditions, materials to be used, and the general layout pattern to be used, etc. X f • Special P precautions that may be necessary to provide proper functioning of the proposed disposal systems . x g. Map of general area with locations of all tests shown on proposed layout. x h. Flood heights of any nearby streams, brooks, or rivers . X i . Test results and engineering evaluation per Section 4 . 13 .5 . All information required above is included in this application at the time of submission. PLAN PREPARER (P .E. /L.S . ) DATE November, 1987 s 4 t a RECEIVED � SEP 2 3 1994 KAMMOK 4 TOWN OF SOUTH WINDSOR ll INLAND WETLAND, WATERCOURSES AND CONSERVATION APPLICATION j d APPLICATION �. Lh_�(�_ DATE RECEIVED �16 - r' '"> ZONE 1ns� INSTRUCTIONS 1. The application, map and plans must be submitted in triplicate_, together with the fee set forth in the Inland Wetlands, Watercourses and Conservation Regulations, Town of South Windsor. (See Regulations, Section VII) . 2. The South Windsor Inland Wetlands, Watercourses and Conservation Regulations should be reviewed -with respect to the standards and criteria for application evaluation. (See Regulations, Sections VII - X) . 3. The applicant understands that this application is to be considered complete only when all information and documents required by the Agency have been submitted. The applicant shall also complete the State filing form. A. APPLICANT'S NAMES ADDRESS OY ocj. ' `u,/r.4C>f c-.'C_ PHONE: (HOME) (WORK) .24.2-- Ca B. LEGAL OWNER'S NAME: ��L �- ►„i.�+�1 ft f 5 l )ext ADDRESS Pao rC 3 PHONE: (HOME) (WORK) (List additional owners, addresses, and phone numbers on back of application) . C. IF THE APPLICANT IS NOT THE OWNER OF THE SUBJECT PROPERTY, A LETTER BY THE PROPERTY OWNER(S) AUTHORIZING THE PROPOSED REGULATED ACTIVITY SET FORTH IN THE APPLICATION MUST ACCOMPANY THIS FORM AND WILL BE PART OF THE APPLICATION. D. PROJECT NAME: (if any) �_i N K_w C cs 1- `4 I. Contact Person (if further information is needed) . E. THE GEOGRAPHICAL LOCATION OF THE PROPERTY WHICH IS TO BE AFFECTED BY THE PROPOSED REGULATED ACTIVITIES INCLUDING A DESCRIPTION OF THE LAND IN SUFFICIENT DETAIL TO ALLOW IDENTIFICATION OF THE PROPERTY ON THE INLAND WETLAND AND WATERCOURSES MAP. ASSESSOR'S MAP # `1'T PARCEL # LOT 1 /G '-y F. S OF ALL �,¢TTING PROPERTY OWNERS: (USE SEPARATE SHEET IF NECESSARY) G. HAVE YOU NOTIFIED ALL ABUTTING PROPERTY OWNERS BY CERTIFIED LETTER THAT AN APPLICATION IS PENDIN BEFORE THE AGENCY? . of the letter with the list of the names of **(You are required to supply a copy the abutters) .** H. PURPOSE AND DESCRIPTION OF ALL PROPOSED REGULATED ACTIVITY(S) INCLUDING AMOUNT AND TYPES OF FILL AND THE TIME ELEMENT INVOLVED: s THE ut .4 �- ), 11 � � c7���� �'O�'✓g o BE LOPED NT I. A CLASS A-2 MAP OF THE PROPERTY DRAWN TED, TOPOGRAPH, EXISTING AND 1"-40' , SHOWING THE AREA TPROPOS DE ACTIVITIES EAND OF THE WETLANDS AND WATERCOURSES AFFEC NAMES AND LOCATIONS OF ADJACENT PROPERTY OWNERS MUST BE SUBMITTED. J. ACREAGE OF 'WETLANDS AND WATERCOURSES TO BE ALTERED: K. ACREAGE OF WETLANDS AND WATERCOURSES TO BE CREATED: L. LINEAL FEET OF PROPOSED STREAM ALTERATION: M. TOTAL LAND AREA OF PROJECT AND PERCENTAGE WHICH IS WETLANDS: O OR REQUIRED N. IDENTIFY ALL OTHER PERMITS OR APPROVALS THAT HAVE BEEN ISSUED, APPLIED FOR, WITH RESPECT TO- THE PROPOSED ACTIVITY SET FORTH IN THIS APPLICATION. (These mayinclude �include . . but not be limited to, local Planning Zoning, Zoning Board of Appeals, D.O.T. , The Army Corps of Engineers, and any other State, Local or Federal Permits. ) 0. THE APPLICANT (OR DESIGNATED REPRESENTATIVE) HEREBY ATTESTS THAT A SIGN WILL BE POSTED AT THE FOLLOWING LOCATION I S A'l c•4[ ���� ,�� i 1- 1 1 C ` = ,E2�`1 1.d NAME by ON OR BEFORE T ` 2LO 14TE: SIGNATURE: Y FOR AT LEAST TEN DAYS PRIOR TO SCHEDULED THESE SIGNS MUST BE DISPLAYED CONTINUOUSL MEETING. (See Regulations, Section 7.3a) . w.M NAMES OF ALL ABUTTING PROPERTY OWNERS: (USE SEPARATE SHEET IF NECESSARY) G. HAVE YOU NOTIFIED ALL ABUTTING PROPERTY OWNERS BY CERTIFIED LETTER THAT AN APPLICATION IS PENDINP BEFORE THE AGENCY? . **(You are required to supply a copy of the letter with the list of the names of the abutters) .** H. PURPOSE AND DESCRIPTION OF ALL INVOLVPROPOSED REGULATED ACTIVITY(S) INCLUDING AMOUNT AND TYPES OF FILL AND THE TIME ELEMENT F .4 -,'L AC-1Iy� i � � S LLDD NT I. A CLASS A-2 MAP OF THE PROPERTY DRAWN TO 1"-OpO SHOWING EXISTINGRAND EA TPROPOS Do BE EACTIVITIESEAND OF THE WETLANDS AND WATERCOURSES AFFECTED, TOPOGRAPH, NAMES AND LOCATIONS OF ADJACENT PROPERTY OWNERS MUST BE SUBMITTED. J. ACREAGE OF WETLANDS AND WATERCOURSES TO BE ALTERED: K. ACREAGE OF WETLANDS AND WATERCOURSES TO BE CREATED: O L. LINEAL FEET OF PROPOSED STREAM ALTERATION: M. TOTAL LAND AREA OF PROJECT AND PERCENTAGE WHICH IS WETLANDS: O N. IDENTIFY ALL OTHER PERMITS OR APPROVALS THAT HAVE BEEN ISSUED, APPLIED FOR, OR REQUIRED snld WITH RESPECT TO- THE PROPOSED ACTIVITY SET FORTH IN THIS APPLICATIONe �TheDeEmay'1gcEuMeA. , but not be limited to, local Planning i Zoning, Zoning Board of Appa D.o.T. , The Army Corps of Engineers, and any other State, Local or Federal. Permits. ) . 6,KC 1 4D r kC 0. THE APPLICANT (OR DESIGNATED REPRESENTATIVE) HEREBY ATTESTS THAT A SIGN WILL BE POSTED AT THE FOLLOWING LOCATIONIS �� b NAME y ON OR BEFORE T LOWI ATE: SIGNATURE: v1 THESE SIGNS MUST BE DISPLAYED CONTINUOUSLY FOR AT LEAST TEN DAYS PRIOR TO SCHEDULED MEETING. (See Regulations, Section 7.3a) . THE UNDERSIGNED HEREBY APPLIES FOR THE REGULATED ACTIVITIES LISTED IN PARAGRAPH H ABOVE, FOR A INLAND WETLAND, WATERCOURSES AND CONSERVATION PERMIT FOR THE PROPERTY DESCRIBED HEREIN AND CONFIRMS THAT: 1. HE IS FAMILIAR WITH THE CURRENTLY EFFECTIVE INLAND WETLAND, WATERCOURSES AND CONSERVATION REGULATIONS OF THE TOWN OF SOUTH WINDSOR. 2. HE/SHE UNDERSTANDS THAT AT ANY TIME DURING THE REVIEW PERIOD, THE AGENCY MAY REQUIRE THE APPLICANT TO PROVIDE MORE INFORMATION ABOUT THE WETLANDS AND/OR WATERCOURSES IN QUESTION AND/OR ANY PROPOSED ACTIVITY. 3. ALL INFORMATION SUBMITTED IN THE APPLICATION FOR REVIEW SHALL BE CONSIDERED FACTUAL, OR IN THE CASE OF ANTICIPATED ACTIVITY, BINDING. A KNOWING FAILURE OF THE APPLICANT OR ANY OF HIS/HER AGENTS TO PROVIDE CORRECT INFORMATION, OR PERFORMANCE EXCEEDING THE LEVELS OF ACTIVITY ANTICIPATED, SHALL BE SUFFICIENT GROUNDS FOR REVOCATION OF ANY PERMIT UNDER THESE REGULATIONS . 4. BY MAKING THIS APPLICATION, THE APPLICANT GIVES PERMISSION TO THE INLAND WETLAND, WATERCOURSES AND CONSERVATION COMMISSIOM MEMBERS AND/OR ITS REPRESENTATIVE TO ENTER THE PORTIONS OF THE PREMISES WHICH ARE SUBJECT OF THE APPLICATION FOR THE PURPOSE OF INSPECTION AND INVESTIGATION AND OTHERWISE EVALUATING THE MERITS OF THE APPLICATION BOTH BEFORE AFT A FINAL DECISION HAS BEEN ISSUED. Signature of Applicant Date f t At - d ° � Ic o M a a ` N. A n H O Alto At I ii ,r4j� l 40 / I �i fiq l. p C A T i p Ni r� Af� N.T. 5. ZONINt3 REOUIREM NTS p8P►8E T (ERIBTING) R � SUBMITTED_ 747,054 S.F. 200000 S.F. 703 . 57' LOT AREA 100 LOT WIDTH 150' 1115. 05' ' LOT DEPTH 35" 27 ' FRONT YARD 10, N/A SIDE YARD 251 .8� ,4�2 -- - /mow.2 .- be -- -- --- --- - --- T�sc�,o. o� ��--� �a L�,�� �.�.tc.,Y-rr 11�'c..:•�-� , T��-vim.L i,,�-r� '1-'e'er------- • 7,r�• /aoo .� �-�• --Z'S'ac�-- -- ---- --------------------------------------�--- ----� - --9 cj=szs - ------ 0 1e44/3.5`.(.96) •j„ '7�r,.� Cam- �c.�1C�it����TT c''�l I 777"L 'CIO -7 7 I -3-� - -- - "- cam•-� S��p L � iw�-= TY T tDQe� lam l'�� ��N• �)d � �r Z ��. = 7- 7 .o. � *- •Coo a.r__- - -- - --------- -------- -------._._--- ----------------------------------------------------- /'� �s - 7 - ------------ ---- ------------ C -= ----- z �- - - Ad o -40 j . i '. 3, 38 ---C.;z s, -�✓-!�_�.z•4�,---~--��'=�'3 cis__ --- y.�a.-2--- ----- -- ---- b 11A-S E:7 4 y -- 4 . 08 ---------- _,-o LDS ------- -- --------.---- ,e. 5-4. 8 cis _ -----.. - ---------- - _ -1 y- - orb So T C) . •[-n - 7 — -- -------- -- Vo -------------- t co•I as l`U', Q' No. 13A22 °°0aaaaee"°°� /homeAipe/SITERE VIEWS/linkwoodII-u LINKWOOD PHASE II PLANNING REPORT 1 . Application is for phase II of the Linkwood facility- proposing 100 , 000 sf of manufacturing, 12, 500 sf of retail, and 10 , 000 sf of office on property located on the northerly side of Strong Road, on the westerly side of Route 5, I zone. 2 . The site size is 17 . 1 acres . The proposed impervious coverage 36% ; 65% allowed. Building coverage is 16%; 50% allowed. The number of parking spaces required is broken down as follows : Phase II 100 , 000 manufacturing = 142 spaces 12 , 500 sf ft retail = 45 spaces 10 , 000 sq ft office = 63 spaces The total spaces required is 250, the applicant is providing 129 spaces in phase II . The applicant will be requesting a waiver of 121 in this phase. At the staff ' s request, the applicant has shown how additional parking spaces could be added if the need were to arise (it the use were changed) and additional parking was required. 3 . Due to the size of the building and the number of parking spaces proposed, this project is subject to STC approval . Also, because it has entrances proposed on Route 5, it will be .reviewed by the State DOT as well . The applicant has indicated that those reviews are in progress now. 4 . The applicant has submitted a traffic study for this proposal . This study looked at existing conditions in the vicinity of Route 5 and Strong Road and evaluated the impact of this proposal on the existing traffic . The level of service for the Strong Road/Rte 5 intersection currently operates at a Level of service B; after projected traffic generated from this site as well as existing traffic added in, the level of service will still remain at a level B. In the traffic engineer' s conclusion, he goes on to state: "Based on our review . . .it is our opinion that no changes in -��� r existing geometry or traffic control devices are required on Route 5 or at the intersection of Route 5 and Strong Road. " 5 . 5 . The applicant has indicated that the retail use proposed is associated with the permitted manufacturing use. The regulations state retail can be an accessory use provided that no more than 20% of gfa is devoted to such sales . Therefore, this retail would be permitted as an accessory to this use. 6 . The site currently is a open field on the corner of Strong and Rte 5 . There are no regulated wetlands on the site. There is an intermittent watercourse in the rear on the northerly side of the property. The applicant received IWA approval on 10/26/94 . The IWA/CC recommended a bond in the amount of $5, 000 . There were no unusual approval conditions placed on the application. 7 . The site is serviced by public water and town sewers in Strong Road. WPCA approval is not required. Fred Shaw, Sup't of WPC has indicated that WPCA approval and DEP review and approval is required is anticipated discharge will involve an industrial process wastewater or if flow rates equal or exceed 5 , 000 gallons per day. 8 . The applicant has presented this proposal to the Architectural and Design Review Board. The applicant met with the Board twice and satisfactorily addressed the architectural and landscaping concerns of the Board. Specifically, the board was concerned with the appearance of the southern elevation. They had requested the applicant to break up the facade with additional split block columns, as well as adding additional coverings over the walkways and garage door on that elevation . The board also requested the applicant add some additional landscaping along the southern side, as well as a landscape island in the front corner of the parking lot. 9 . The landscaping proposal also includes : relocation of the large berm to the Strong Road side of the driveway. When phases I was developed, the applicant' s engineer had indicated that the treeline affect would be carried down the length of Strong Road . Town staff would like to see some street trees added to the Strong Road and Rte 5 frontage. If this application is approved, the planning department requests has no further modifications to request . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RE: Preconstruction Meeting - A?(4 �N'26P Z•�ltt.�"oar PLC IN ATTENDANCE NAME COMPANVADDRESS TELEPHONE The following is a brief summary of points discussed during the meeting. Erosion and Sedimentation Control *,J,. All erosion and sedimentation control measures are to be in place prior to earth moving operations in each area and maintained/cleaned out during construction. Call Zoning/Wetlands Enforcement Officer for inspection when measures are in place, prior to commencement of site work. -' All topsoil stockpile areas to be protected (ringed with haybales or equal) . During construction of the road/driveway a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel onto 6LO" Calcium chloride or water is to be used for ust control as required. Public Works 1 . Four complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by Planning Department along with plans developer needs . Only approved plans are to be used on jobsite. 2 . The Public Works Department is to be notified forty-eight (48 ) hours prior to the start of major construction work with inspections and testing per Developers Checklist requested for the following: PRE CONSTRUCTION MEETING SIGN IN SHEET NAME COMPANY ADDRESS TELEPHONE NUMBER U-7 OLIO 6W t-OS©e E OL �r Lftj(S i d S- LJ- - c?11(f 11) 4 ` /�J _ ����-Z5 i �1 r lnv�e LI a `TSL AJ vt N/F ABUTTING PROPERTY OWNERS 1. Charles P. Clark Jr. 2. Anthony & Margaret Slusarz 3 . Frank & Joseph Magnani 4. Ralph H. Mosher 5. Third Generation Realty 6. Joseph W. Misky 7. Preston Trucking 8. Frank Diennaro 9. Louis H. & Marilyn Goldberg 10. Daniel J. Carbonneau 11. John & Nila Bellody 12. Brian L. Lyman 13. K.F. Brick Company, Inc. 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[ LNTClIM4 C.t. l,l SYtrE,y �r,�[r T""�t• T•NTtrt ItTY �iYLYar-A SIXL PIrE YFLauYY (�•!/4rYCam) ,N1 (ri,,•1 (.25,<a.) (Q-"`'t� lr�1 E �.� ) (Frlsrc)3z • 3z- ,� 7• Z- z7 I.Z ►S5 -�� 3 .�5 �.co .ar,s •I8 . SL 7• I •b .00 Z 1•tl `%-34 e 5"g •4�d 1. 19 . 83 Coy 3S 7. 1 g.45' �.�" qo _ooS 3 • K Io,t ,ot< . �t� - Sz 7,08 7. 1 11,S'b Ri'' 18b .00s .�}. I 14, t•z.:. 27 iZ�4' 14S •�S �j' I o�,., , . •57 o - • -r• 1 I s.. 15•�,. _obi 3 - 5 z•, ,o,.; .7� CB-7�8 ! 1.07 _ q c 5-4 r � >/,00 �O T. 1 7'. �� �•1 �� . �c7 l '�C`J •31 % z s Io c8 7j .� - (off (p•!os 7. I �• 7$ •'Z 1 I TS .01 �'.5- o, �. c6-1 �o . 5 •, ' .zq Co.9'I�' T• I (,,ZS �W IzS -oil 18 -tee - Linl�� Mailing Address: w0 od Box 356 FurnitureMfg. sor Hill, CT 06028 Factory & Offices: RE CEIVED 1390 John Fitch Blvd. September 9, 1994 South Windsor, CT SEP 1 lyy4 Telephone (203) 528-9095 . WINDSOR PLANNING DEPL Fax (203) 282-1705 Dear Sir/Madam; I am writing to notify you in accordance with the State of Connecticut Public Act 89-225 that we have applied to the Connecticut Department of Environmental Protection on September 8, 1994 for an Air Quality Permit to install and operate a G& S Mill, Inc. Model 662 low pressure boiler which will burn the wood byproducts of our manufacturing operation at lot# 10 Strong Rd. South Windsor, CT. My company believes that the system will have a minor impact on air quality because of the small size of the unit (less than 5 million BTU input ). My company further believes that it is exempt from the need for a DEP permit for the following reasons, * The company has operated a substantially identical system at its facility at 1390 John Fitch Blvd. South Windsor, CT since 1989. * On June 5, 1989 the DEP exempted the John Fitch Blvd. system from the need for a permit ( see enclosed exemption letter ). If you have any questions about this system, you can contact me at 203-528-9095. Sincerely Yours, Brian L. Lyman President cc- Mr. Mark Feinberg, Economic Develpment Coordinator Town of South Windsor Mr. Thomas Marano, Regional Manager State of Connecticut Department of Economic Development enclosures: Plot Plan, DEP Exemption Letter STATE OF CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION June 5, 1989 Mr . Bryan Lyman President Linkwood Furniture 1390 John Fitch Blvd South Windsor , Connecticut 06028 Dear Mr . Lyman : This letter is to inform you that the Department has completed the evaluation of your application for a permit fora G & S Mill #325 Automatic Wood Fired Boiler with Stoker at 1390 John Fitch Blfd , South Windsor , Connecticut . Pursuant to Section 22a- 174-3(a) of Connecticut ' s Administrative Regulations for the Abatement � Air Pollution (hereinafter referred to as The Regulations ) , Linkwood Furniture was required to apply for a permit . However , pursuant to Sections 22a- 174-3(b) ( 1 ) (A) and 22a- 174-3(f) ( 1 ) (A) , of The Regulations (revised February 1 , 1989) , neither a permit to construct nor a permit to operate is required . This source is considered exempt because uncontrolled emissions from this equipment (determined at maximum rated capacity and operating for 8760 hr/yr ) are less than five (5) tons per year of any pollutant . This review has also indicated that the proposed new source is not subject to review under Title 40 of the Code of Federal Regulations Part 60 or Part 61 ( concerning New Source Performance Standards and National Emission Standards for Hazardous Air Pollutants ) or to review as a "major modification" in consideration of the significant levels of Table 3k- 1 of subsection 22a - 174-3(k) of The Regulations . You may therefore proceed to construct and operate the above referenced source provided your 30 ' stack is no less than 57 feet from your property line . This will satisfy the requirements of Section 22a- 174-29 for polynuclear aromatic hydrocarbons (PAH) emissions . The Department has come to its conclusion based on information provided by you and based on the review of design and operating parameters by the Air Compliance staff . A copy of the engineering review is enclosed . If the above source is ever modified in such a manner as to result in an uncontrolled emission rate greater than five (5) tons per year , of any pollutant , permits would be then required . Phonc: 165 Ca{)itol Avenue • Hartford, Connecticut 06106 June 5, 1989 Mr . Bryan Lyman David A. Nash Linkwood Furniture Exemption This letter in no way grants immunity from legal action resulting from the failure of this source to remain in compliance with existing air pollution regulations , nor does it provide an exemption from compliance with future Federal , State or local legislation. Please be advised that you will be receiving permit fee refund check for $ 50 . 00 in approximately 4-6 -weeks . If you have any questions , contact Ms . Paula S . Kennedy , the engineer who evaluated your permit application , by calling (203) 566- 8230 . Si er y , w. John W. Anderson Deputy Commissioner JWA: emw Enclosures cc : Mr . Paul Kalenian G & S Mill , Inc . i 'li �.✓� JOiEf'n ui5nt .� GLSr z � �: ---- -- -_- --_ .� _,r=?'-- - - ; t l�, .�;�. ✓�- fir-. -- � lo I„ ti..oa�icx I a of S I Z O II � I I I � SiS�iy:...'w n•SF2 �� y 7X �•5i.: JO11N FITCH 6 L V D. U.S RT PDSEngineering & Construction, Inc. 107 Old Windsor Road, Bloomfield,Conn.06002 Phone: (203)242-8586 • Fax: (203)242-8587 �11111"I'1I� �dlC1 '1��,�51�\ II II IIIIII IIII IIII II I S��I�I� I I II'I IIII I'll September 23, 1994 Pd� PDS ENGINEERING & CONSTRUCTION RE: Linkwood Manufacturing John Fitch Boulevard South Windsor, CT. 06074 Owner: Brian Lyman Dear Sir/Madamm, 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 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. As an abutting property owner you are invited to the hearing to ask questions and / or give comments, however, you are not required to attend. You may also submit written comments regarding the application prior to the hearing if you desire. For further information regarding the specific date this will be heard please contact Phyllis Mann, Recording Secretary or John E. McCahill, Zoning/Wetlands Enforcement Officer at the Planning Department, 644-2511, ext 253 . If you have any questions or comments, please do not hesitate to call. Very Truly Yours, Frank C. Borawski, P.E. President PDS Engineering & Construction, Inc. FCB/am t0,4N Sf1 C o Town, O-Psot&h V 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �f1os AREA CODE 203/644-2511 OR•CO September 26 , 1994 Frank Borawski PDS Engineering & Construction Company 107 Old Windsor Road Bloomfield, CT 06002 Dear Mr. Borawski : Re: Appl #94-36P, Linkwood Furniture, Phase If A meeting of the Inland Wetlands Agency/Conservation Commission will be held October 12 , 1994 in the Madden Room at the Town Hall, 1540 Sullivan Avenue, South Windsor, Connecticut . Your application has been tentatively placed on the agenda . Two signs must be posted on the property where it can be seen from a town street . The signs must be posted on John Fitch Boulevard and Strong Road for 10 ten continuous days prior to the above meeting ( Septmeber 30 , 1994 ) . The signs . are available at the Town Hall if not already acquired . Very truly yours, Phyk is M. Mann Rec ding Secretary Inland Wetlands Agency/ Conservation Commission LETTER OF TRANSMITTAL PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 7130 � ( 203 ) 644-2511 DATE TO: WE ARE SENDING YOU: -- P & Z initial plans Drainage comps P & Z final plans Bond estimate requests Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other Correspondence —Copies Appl . No. Project THESE ARE TRANSMITTED as checked below: For review and comment For your file For your use Returned with revisions As requested Other PLEASE RETURN/COMMENT BY: COMMENTS: i,'4A Copy to: PrCEIVEFrom: c /v�r 41 VA S E P 2 9 I994 `� SOWH wMnsoR ENG.DEPG � ter` 10 f PDS Engineering & Construction, Inc. 107 Old Windsor Road, Bloomfield, Conn.06002 Phone: (203)242-8586 Fax: (203)242-8587 VR IIIIIIIIIIibllll llll iif�l � IIII' � 1 � I ......A\\\\\\\\\\�`a�� N aid PUS ENGINEERING & CONSTRUCTION LINKWOOD MANUFACTURER PHASE II Strong Road South Windsor, Connecticut DRAINAGE CALCULATIONS September 30, 1994 _ — �- - _�,4,.,,..,.d,c-ram - __.a12��-_ __���_4-z�._ .�`,•--- •�'"'�c-��• c,t= �•Lc,c.,`� L�L��= �G:r'T-Th ��.=L:.,c., , �-,r.LL l,y—r�' = -- -- ------ -41 Pam----'-�' - - - - `�' .a -- --- - ------------------------------ -- --- ----- - --------- - - - --- 3 ��z ��s��--- - f c�- C t .� - _�•�� ( �.�) �3.�i� = 11 � 3� cis ���y�-�� _ �1 J _ ' �__ ��► 't�.�L--ram _ ��•� �•lc� s�.C.-----_ --_ -_.._ .__. __ __ ____ IiY 2m �• /' (boa 9� �Lc _ _. T _ �Q s'�D/�� l��✓ �r+�- �O Cam" Z C�—� - 7. 7 73, 1?�L-c-c_,TY - • 7�- � ------ ------ - -- ---- - ----- o �, = C��, _ _- _(•��_ C��z� C 3��) =_ --_11�9� cis _ /�.y�-�_ _ems__ _-____. s �s Tc _ (a.Z5/ coo - /G .9 / �.N. �j 0 �� - iZ ----- LDS --------------- So gip..,►s�L-r�__ _ _. _- -- - _ __ - 5z" y IF ----------- ------ i.).! � j�-- --- _ o — . No 13422 D,r "°BFSSio N Al. -- aon �a�aaeaaaeac PDS ENGINEERING & CONSTRUCTION, INC. MuV[En Q0 T 107 Old Windsor Road BLOOMFIELD, CONNECTICUT 06002 DATE � 2 u � JOB NO. (203) 242-8586 J FAX (203) 242-8587 ATTENTION 1 -�^ �r RE: / TO f Dc.j n1 T �cr u i H L�l So j� CAI^j WE ARE SENDING YOU [Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. _ DESCRIPTION � 9 3� q '� �°-�t�-�� Gil c� r•�,s �--Z, ���U�i lam-✓ G2c�' ,- THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval �( For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO lT� RECYCLED PAPER: SIGNED: e Contents:40%Pre-Consumer•1 o%Post-Consumer If enclosures are not as noted,kindly notify us at on p'NN Sf, o G U 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 SOR coN�,�v AREA CODE 203/644-2511 October 5 , 1994 Mr. Frank Borawski PDS Engineering & Consulting Construction, Inc . 107 Windsor Road Bloomfield, CT 06002 Dear Mr. Borawski : RE: Appl . #94-36P, Linkwood Site Plan Attached is a copy of comments from the Planning, Engineering, WPCA, IWA/CC, and Police Departments regarding the above- referenced application. Please make the necessary revisions to the plans and submit 6 complete sets to the Planning Department . If you have any questions regarding the comments or the procedure, please contact me . Very truly yours , Marcia A. Banach Director of Planning cc: Jerry Iazzetta, Town Engineer LINKWOOD PHASE II PLANNING COMMENTS ENTS KeyMap 1. Driveway cuts on surrounding properties must be shown 2. Lines indicating proposed drainage system with direction arrows and lines indicating the sanitary sewer system direction must be shown. 3. Data block must address parking needs according to Section 10 of the zoning regulations. (Please refer to the section relating to industrial and manufacturing uses. Number of spaces is based on size of facility or number of employees depending on what requires the greatest number of spaces.) If a parking waiver for size or number of spaces is being requested, this should be reflected in the zoning data table. 4. All streets which appear on the key map should be identified. In general, the key map is difficult to read. Plot Plan/Topo Plan 1. Copy of the A-2 map referenced is required to be submitted as a part of this application. 2. Pavement, sidewalks, and parking spaces must be dimensioned. 3. Because of the number of parking spaces that may be required when parking formula is recalculated, the applicant may be required to show an area as a reserve parking area (if a waiver to number of parking spaces is being requested). This is demonstrate how the parking needs of a future tenant could be met. 4. Are there any outside dumpster proposed? If so, they should be shown on a concrete pad and screened. Landscaping Plan 1. The landscaping legend should be in accordance with the normal standard, i.e. name of species, letter symbol, quantity and size. 2. Additional plantings should be incorporated and more of a variety should be used. 3. Street trees along Strong Road and Route 5 might be considered. We would recommend consulting a landscape professional for input on this large site. General Comments The applicant should be aware that an STC permit is required because the facility exceeds 100,000 square feet. We have requested information regarding the number of trips this facility will generate and whether or not the existing intersection/roadways require any improvements to accommodate the expected traffic. Is the retail being proposed associated with the Linkwood facility? Retail sales are only allowed as accessory uses to permitted uses in the industrial zone (see Section 6.1.4 of the zoning regulations). WPCA COMMENTS WPCA and DEP review and approval are required if anticipated discharge will involve and industrial process wastewater or if flow rates equal or exceed 5,000 gallons per day. TRAFFIC AUTHORITY Identify Nassau driveways, eliminate one driveway (?middle one)- truck traffic is to use far west driveway exclusively, align east driveway with the existing Nassau drive. MEMORANDUM TO: Marcia A. Banach, Director of Plan ing FROM: Jerry C . Iazzetta, Town Engineer RE: LINKWOOD MANUFACTURING PHASE II - 4-36P DATE: October 5 , 1994 We have reviewed the drawings dated 9-14-94 , sheets S-2 and S-3 dated 10-4-94 and the drainage calculations dated 9-30-94 for the proposed Linkwood Manufacturing Phase II Site Plan and have the following comments : Drainage Calculations 1 . Drainage area maps are required for pre and post development . 2 . Storm Sewer system design sheets should be provided. 3 . Printout of detention basin capacities should be included. 4 . Town of South Windsor Public Improvement Specifications require the following information for detention basins : a . Capacity for 100 year storm. b . Inflow and outflow hydrographs (either numeric or graphic ) . C . Time which is required for the facility to drain to pre-storm discharge elevation . d . Methods employed to avoid clogging the discharge structure . Sheet S-1 1 . Existing driveways should be shown . Sheet S-2 ( 10-4-94 ) 1 . The detention basin is not consistent with details shown on sheet S-5 . 2 . Proposed topography of site, with the exception of the detention basin, is not shown. 3 . Sanitary sewer lateral needs to indicate inverts at building and manhole, length, slope and type of pipe . Also top of frame and invert of existing manhole should be shown. 4 . We request that a catch basin be placed at the westerly driveway within the Town ROW, connected to the proposed storm system. This would be for future connection of Ident Road storm piping. A right to drain should also be given to the Town. Marcia A. Banach Linkwood Manufacturing - 94-36P Page 2 . 5 . The slope of the pipe between CB8 and CB9 appears to be . 1% . Is this correct? 6 . Size of riprap at the inlets to the detention basin should be indicated and a detail provided . 7 . Quit claim deed will be required to establish the street line along Strong Road. 8 . An A-2 survey is required . Sheet S-3 (0-4-94 ) 1 . Same comment as for sheet S-2, Comment 1 . 2 . Proposal has a 6 " , a 12" and a 15 " pipe outletting into the same riprap area . The engineer should investigate this further and provide a design that would result in only one outlet to ground . The riprap plunge pool should be dimensioned and a detail provided . Sheet S-4 1 . Sanitary sewer detail is not as per Town Standards ( see attached) . Please have applicant revise . 2 . A toe wall 42" below grade should be provided for the Flared Ends to prevent frost heaving . 3 . Will sidewalk have expansion joints? If so, please indicate spacing . Sheet S-5 1 . The detention basin is not consistent with that shown on sheets S-2 & S-3 . 2 . If detention basin is to be a dry basin, a curtain drain around the basin would be more appropriate than 8 " of clay. 3 . The detention basin outlet structure should be self cleaning . 4 . "Detail at Pond Inlet" - riprap should be intermediate riprap. 5 . Slopes of detention basin should be a maximum of 3 : 1 for easier maintenance JCl/jsv LPWN / STREETS / CROSS-COUNTttl' PAVED AREAS TOPSOIL aSOD OR SEED SEE PERMANENT PAVEMENT PATCHING DETAIL 4" MIN. :p.; APPROVED GRANULAR NON- 9 ° (J:0 v:Q 9p � ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN 12 ;do0' OAP. ONE FOOT (I') (MAX.) LIFTS. b•: WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED 12.,(MI N.) TO 24"(MAX.) ABOVE TOP OF PIPE. 4':..00 D :co•Q.o. SAND BLANKET 12" MIN. PIPE,AS SPECIFIED 1/2 0.D. PIPE " 3/4" BROKEN TRAPROCK 1/2 0.D. PIPE °oeovol� � 0vroii 6" MIN. °QoSlbiSb o s oao 4 ao�oo�0 0.D. 12 PIPE 12 SECTION N.T.S. TOWN OF SOUTH WINDSOR TYPE TRENCH TARRY NEWER APPROVED STANDARD DETAILu.:,/.«.� JANUARY, 1991 REVISED: PUBLIC WORKS DIRECTOR -75- • ZwA/CC T.0 M I SF�< • �-,���'rq �" dun^s"� 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 f� AREA CODE 203 644-2511 SOR•GOt� TO: Elizabeth A. Warren, Chairman, Inland Wetlands Agency/ Conservation Commission FROM: John E . McCahill Zoning/Wetlands Enforcement Officer ? DATE: October 5 , 1994 RE: Application #94-36P, Linkwood Manufacturing DOCUMENTS REVIEWED: Application form, plans prepared for Linkwood Manufacturing ( 9-14-94 as revised 10-4-94 ) and drainage calculations ( 9-14-94 ) 1 . This property was the subject of application #94-13P, Linkwood Manufacturing; which was approved by the Agency at the May 11 , 1994 regular meeting. Application #94-13P allowed for the construction of the existing building, kiln and a small amount of drainage work . This work is currently underway and the activities on site have been well managed . The application also included a "conceptual plan for Phase II & III " . 2 . Frank Borawski, of PDS Engineering & Construction, has submitted this as the applicant . Item C, of the application form states , "if the applicant is not the owner of the subject property, a letter by the property owner( s ) authorizing the proposed regulated activity set forth in the application must accompany this form and will be part of the application" . A letter should be submitted . 3 . A note on sheet S-2 states , "no wetlands on site" . I believe that in the previous application Joyce Raabe, Soil Scientist had been on the site and confirmed there were no wetlands . This information should be provided for this application and her confirmation should be noted on the plans . 4 . The proposed rip rap plunge pools should include dimensions and details should be provided . These should be designed for the expected discharges . The area of discharge into the existing brook may need additional rip rap along the banks ; they should also consolidate the three discharges into a headwall if possible. 5 . The proposed detention basin as shown on sheet S-2 will require an eight ( 8 ) foot cut . The groundwater information on sheet S-5 indicates there is water at "elev. 64 " . The depth of the basin is "elev. 62 " . Underdrains may be needed in the slopes of the basin. 6 . The details for the proposed detention basin as shown on sheet S-5 do not match sheets S-2 and S-3 . They originally proposed a fifteen ( 15 ) foot cut (bottom at "elev. 56 " ) but this presented Elizabeth A Warren - 2 - _October 5 , 1994 Application #94-36P concerns by Town Staff . The details should be revised and the hardpan clay should .be eliminated; the underdrains mentioned previously should be considered. 7 . The cross section of the detention basin on sheet S-5 indicates a slope with a ratio of 1 ' : 2 . 5 ' ; this should be no steeper than 11 : 31 . The cross section also states , seed per spec . " . Seeding mixture and rate of application should be provided specifically for the basin; as well as fertilizer application and mulching material . 8 . Proposed topography has not been provided in many areas . This should be shown. 9 . In the area of the outlets to the brook there is wooden debris and a fallen tree . A note should be added to the plans requiring removal of the debris and tree . 10 . Revised plans , and additional information, should be submitted to Town Staff for revision prior to presentation to the Commission . G U 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR•CO� AREA CODE 203/644-2511 TO: Elizabeth A. Warren, Chairman, Inland Wetlands Agency/ Conservation Commission FROM: John E . McCahill , Zoning/Wetlands Enforcement Officer Cori DATE: October 5 , 1994 RE: Application #94-36P, Linkwood Manufacturing DOCUMENTS REVIEWED: Application form, plans prepared for Linkwood Manufacturing ( 9-14-94 as revised 10-4-94 ) and drainage calculations ( 9-14-94 ) 1 . This property was the subject of application #94-13P, Linkwood Manufacturing; which was approved by the Agency at the May 11 , 1994 regular meeting. Application #94-13P allowed for the construction of the existing building, kiln and a small amount of drainage work . This work is currently underway and the activities on site have been well managed. The application also included a "conceptual plan for Phase II & III " . 2 . Frank Borawski , of PDS Engineering & Construction, has submitted this as the applicant . Item C, of the application form states , "if the applicant is not the owner of the subject property, a letter by the property owners ) authorizing the proposed regulated activity set forth in the application must accompany this form and will be part of the application" . A letter should be submitted . 3 . A note on sheet S-2 states , "no wetlands on site" . I believe that in the previous application Joyce Raabe, Soil Scientist had been on the site and confirmed there were no wetlands . This information should be provided for this application and her confirmation should be noted on the plans . 4 . The proposed rip rap plunge pools should include dimensions and details should be provided . These should be designed for the expected discharges . The area of discharge into the existing brook may need additional rip rap along the banks ; they should also consolidate the three discharges into a headwall if possible . 5 . The proposed detention basin as shown on sheet S-2 will require an eight ( 8 ) foot cut . The groundwater information on sheet S-5 indicates there is water at "elev. 64 " . The depth of the basin is "elev. 62 " . Underdrains may be needed in the slopes of the basin . 6 . The details for the proposed detention basin as shown on sheet S-5 do not match sheets S-2 and S-3 . They originally proposed a fifteen ( 15 ) foot cut (bottom at "elev . 56 " ) but this presented Elizabeth A. Warren - 2 - October 5, 1994 Application #94-36P concerns by Town Staff . The details should be revised and the hardpan clay should be eliminated; the underdrains mentioned previously should be considered . 7 . The cross section of the detention basin on sheet S-5 indicates a slope with a ratio of 1 ' : 2 . 5 ' ; this should be no steeper than 1 ' : 3 ' . The cross section also states , "seed per spec . " . Seeding mixture and rate of application should be provided specifically for the basin; as well as fertilizer application and mulching material . 8 . Proposed topography has not been provided in many areas . This should be shown. 9 . In the area of the outlets to the brook there is wooden debris and a fallen tree . A note should be added to the plans requiring removal of the debris and tree. 10 . Revised plans , and additional information, should be submitted to Town Staff for revision prior to presentation to the Commission. Lin Mailing Address: Box 356 WoodEast Windsor Hill, CT 06028 Furniture Mfg. Factory & Offices: 1390 John Fitch Blvd. South Windsor, CT Telephone (203) 528-9095 Fax (203) 282-1705 9 l0 October 6, 1994 1! Town of South Windsor OCT 11 1994 Planning, Zoning and Wetland Commission ,f m so.w 1540 Sullivan Av. aoW South Windsor, CT 06074 q, s Dear Commission Members; Please be advised Mr. Frank C. Borawski,President of PDS Engineering and Construction Company, has been designated as my company's authorized representative for the company's pending applications. I Thank you in advance for your considerations. Very Truly Yours, U / Brian L. Lyman President LETTER OF TRANSMITTAL PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 ( 203 ) 644-2511 DATE TO: �. I 0141V WE ARE SENDING YOU: P & Z initial plans —x Drainage comps P & Z final plans Bond estimate requests Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other Correspondence - Copies Appl . No. Project Log 1Q'yN7 THESE ARE TRANSMITTED as checked below: For review and comment For your file For your use Returned with revisions As requested ti 1 Other 2 S PLEASE RETURN/COMMENT BY: 1' �► UCEIRU COMMENTS: OCT 1 1 1994 pia xmwww Copy to: From: �J'✓�Glc� �Cf - �s� 10/w I q4 Ip�2L _ ,`,,rwrvrvrt rt�,i � �7�• �'1— t-t�`'> GJ�-�P= .:�3.14 i F� �.� -L�c., , ! z�ily_�:Z- 000 .ZJT�O/ • <�o )•-fris_ CEO = ,Z•Z� C — 3_00 -70 CS u-� _ 1�• 8`l ��s boo y � SOUTHWINMW ��Lo L, T-^( •-%�C� - 7 C 3�j C8�Z� �3.55� - � �• o I c,� �i� y�t..5 o f _ 6 4-7 ------------- i Z Cc:t it• V a /l0 ✓L�' z --—--- --- --— c� z� 1 - LC, - �-A5�4 7- G — 7 / 7 , ; Loa = �b•.� 6LC-77-1) 4 7'7 L-Z- cab cc _ _��_ _--------------_ - CUrt C r ..r_7- - � --- - --- _T z G = 7. 7 = C-aao = 8'Z' C5z'� S. � �3' ��� — /7 . 8 3 cry �/� L T711 T /o .� 1 --.- -- - -- - --- ----- C23 1 •_1 a"' 4) Ill s .1..1 .+.1 •.I.I Ill S• rII ' `•, Ill. . 5.. .. , I 111 I ' i.ii 21 t-.i i:I Ill Ill - I • it I_t. 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's:l Ili !ji IfI C.I 1 I.) Ri t i f J:: I'D i i:: kki t4.1 ''i - Ill I rii li li kkl Ir_ lit If) (!1 I.I I i F.- Ld '':j. f•-.. Ili [l Y..1 --! .-..I T r-i 1:31.-•-1 III V •°1 I I CC_ 171 I_L L!.. !J C.:I 1 L +j TR-55 'iTCF:(1C=E VOLUME FOR DETENTION BASINS -VERSION 1 . 11 i i_r y a L I N r��f,1.;.,t., A 1 C:•-,T f n i. _. Users BF Date: - -07-94 ,�_., •"1"r-Iy:L' 'F=+'�.- w T _.�i i_a�';r, ','. Date: _..._ DETENTION BASIN C }QEAR:Rainfall-T • � inches Runoff Curve Number : J`J. .� -• :L'�j Rainfall : outflow:Peak Inflow: 54 .2q cfs Peak a IJ - Runoff Volume: 2.6 inches - Detention Basin Stbraq2Volume: i - L _ = 1 t j i izl i Ltl - Izl tJ i1 L.I TI i 111 r-i i_1 111 IJ (a 41 ll: Ill li In 1 La.l lJ L.f QI J 111 '-L C. ' I-- �'j ri J U.I l`1 1_1 t'1 I1 CO F..., '17. LIA QI .._a '-I- +1 {7 r 4,1 i qi 1' I ni iii C 4J U >.4-J 4. iji '-X' Lll 171 I.il lzl -1-J C 4-' 0 :i X-1 rr .OATC JOB NO. FKor7—T- I.RLk CR.,NoIF (.A,cG) 5-4•F6kC TINE TtHE ACGlir1. 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Iazzetta, Town Engineer RE: LINKWOOD MANUFACTURING PHASE II - 4-36P DATE: October 5 , 1994 We have reviewed the drawings dated 9-14-94 , sheets S-2 and S-3 dated 10-4-94 and the drainage calculations dated 9-30-94 for the proposed Linkwood Manufacturing Phase II Site Plan and have the following comments : Drainage Calculations 1 . Drainage area maps are required for pre and post development . 2 . Storm Sewer system design sheets should be provided . 3 . Printout of detention basin capacities should be included. 4 . Town of South Windsor Public Improvement Specifications require the following information for detention basins : a . Capacity for 100 year storm. b. Inflow and outflow hydrographs (either numeric or graphic ) . c- . Time whirb is requi-reH for the facility to drain tc pre-storm discharge elevation. d . Methods employed to avoid clogging the discharge structure . Sheet S-1 1 . Existing driveways should be shown . Sheet S-2 ( 10-4-94 ) 1 . The detention basin is not consistent with details shown on sheet S-5 . 2 . Proposed topography of site, with the exception of the detention basin, is not shown. 3 . Sanitary sewer lateral needs to indicate inverts at building and manhole, length, slope and type of pipe. Also top of frame and invert of existing manhole should be shown. 4 . We request that a catch basin be placed at the westerly driveway within the Town ROW, connected to the proposed storm system. This would be for future connection of Ident Road storm piping. A right to drain should also be given to the Town. PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM TO: Jean Zurbrigen, Karl Reichle, Michael Gantick, Mel Stead, Fred Shaw, Sgt. Gerald Lewis, Fire Marshall Lanning, James Snow FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have received plans for the following project: # Zone Y Acreage Subdivision Site Plan_ Residential No. of Lots/Units Commercial Industrial 'r Location: �' �� A,, 1T Project Description: I Future Town-owned property involved? Yes_ No-y (a) new streets_ (existing frontage also)_ (b) new open space/recreation area .active_ passive (c) new detention area Planning Department comments Please let me know by to It.-; tJ Ilq if you will have comments on this application so that I can follow up with your department when I do a Planning Department report. �A i E PLANNING DEPARTNIM IN-HOUSE REFERRAL FORM TO: Jean Zurbrigen, Karl Reichle, Michael Gantick, Mel Stead, Fred Shaw, Sgt. Gerald Lewis, Fire Marshall Lanning, James Snow FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have received plans for the following project: # Zone T Acreage i ry Subdivision Site Plan_ Residential No. of Lots/Units Commercial Industrial Location: Pro j.ect Description: /oo no o ¢S Y����.a ���_'�„c �., /l.�,�o �(-C ( Future Town-owned property involved? Yes_ No-k (a) new streets_ (existing frontage also)_ (b) new open space/recreation area active_ passive_ (c) new detention area _ Planning Department comments Please let me know by to115194 if you will have comments on this application so that I can follow up with your department when I do a Planning Department report. Cam-- /'LzUt-� r Gti, '� - -d� -�- �. ��." � Lx>' PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM TO: Jean Zurbrigen, Karl Reichle, Michael Gantick, Mel Stead, Fred Shaw, Sgt. Gerald Lewis, Fire Marshall Lanning, James Snow FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have received plans for the following project: # -Ict: Y/ y" I/ Zone Acreage Subdivision Site Plan_ Residential No. of Lots/Units Commercial Industrial Location: +�' A '° Project Description_ 40 moo 46 ? 'SD 0 J L722 VT— Future Town-owned property involved? Yes_ No-Y (a) new streets_ (existing frontage also)_ (b) new open space/recreation area .active_ passive_ (c) new detention area _ Planning Department comments 1U1 1 oijae �U /Rr ONE Ni 41v�c� Please let me know by_, if you will have comments on this application so that I can follow up with your department when I do a Planning Department report. t INTRODUCTION Link Corporation presently is constructing a 6200 square foot building on Strong Road west of Route 5 in South Windsor, CT. That building and its associated kiln will be utilized to process lumber for furniture to be manufactured on site. Presently an application is being prepared for submission to South Windsor officials to construct a manufacturing facility of 116, 000 square feet to the east of the existing building on the north side of Strong Road. The site is located as shown in Figure 1 and is presently vacant. This report presents the findings of a traffic impact study which analyzes existing roadway and traffic conditions in the vicinity of Strong Road at Route 5 as well as the projection of increased traffic through the intersection that may result from the completion and operation of this new manufacturing facility. The tasks completed during this study include the following: - A review of the existing roadway and traffic operating conditions in the area of the proposed manufacturing plant. - A projection and distribution of traffic expected to be generated by other developments in the area approved for construction together with a normal increase in traffic from unspecified developments in order to develop background traffic for 1995 in the area. An estimate of the traffic that would be generated by the proposed development and the distribution of that traffic to the fxthe1ng site1ghway generatedy,�trafficnonsthesment of the impact o adjacent roadway network. -1- + r - A study to determine the appropriate driveway location and design as well as any roadway improvements or traffic control required to accommodate the increased traffic to result from the addition of a new manufacturing facility. This report will be utilized for the submission to the Town of South Windsor in conjunction with an application for site plan approval and to the State Traffic Commission (STC) in conjunction with an application for certificate pursuant to Section 14-311 of the Connecticut General Statutes . The report is not to be used for any other purpose. -2- BACKGROUND TRAFFIC IN THE STUDY AREA A review of the data available in the Planning, Inventory and Data section of the Bureau of Planning and Research in the Connecticut Department of Transportation indicates that the 1992 average daily traffic on sections of Route 5 between Strong Road and Sullivan Avenue (State Route 194) was 16, 000 to 17, 000 vehicles. Sections of roadway near Governors Highway and sections of highway north of Sullivan Avenue carry heavier volumes. Table 1 and Figure 2 shows the typical hourly = variations experienced on Route 5 in this area based upon the most recent Department of Transportation counts. Sampling counts conducted by our office in October 1994 indicate virtually identical volumes. Tables 2 and 3 illustrate recent a.m. and p.m. peak hour turning movement counts at the intersection of Strong Road and Route 5 . The hourly data show a very obvious use of Route 5 by commuters with a heavy peak during the both the morning period extending from 6:30 to 8:30 a.m. and again in the afternoon from 3:30 to 5: 30 p.m. Hourly traffic volumes approaching of 2, 000 vehicles per hour are recorded during busy afternoon commuter peaks in the busy season of the year while most off peak daylight hours carry two way traffic ranging from 1, 000 to 1, 200 vehicles per hour. Figures 3 and 4 illustrate the turning movements recorded during our counts of October 5 and 6, 1994. This data indicates that peak hour traffic is heavily -7- directional with as much as 70 percent of the traffic in the predominant direction during the morning peak hour, 60 percent during the afternoon peak hour and generally equal traffic in both directions during non-peak periods. Traffic flow is generally uninterrupted along sections of Route 5 with mainline traffic experiencing a free flow operation except in the vicinity of signalized intersections such as that which occurs at Strong Road. Side street traffic and traffic exiting driveways faces delays but those delays appear to be reasonable throughout the study area. Tables 4, 5 and 6 illustrate the traffic volumes as recorded on Strong Road over a full week in October these volumes are generally quite light, usually not even requiring the maximum green time available in the traffic signal controller. A capacity analysis of the signalized intersection at Strong Road reveals an operation at Level of Service B during peak periods. This is a very acceptable level of traffic service and does not indicate the need for any improvements or modifications to traffic signal operations in this area. The new facility is expected to be under construction late in 1994 and completed before the end of 1995 thus, background traffic late in 1995 should be the measure against which to measure the impact of the new land use. Applying a 2�% annual growth rate to the background traffic recorded in recent studies will provide an indication of the 1995 background traffic existing in this area. This data is shown in Figures 5 and 6 -8- for the intersection of Route 5 and Strong Road and it is this traffic which shall be considered the background traffic to which new traffic associated with the expanded facility will be added. -9- SITE CO➢_ CONNDOT 132 112 F. A. Hesketh & Associates, Inc.-ATM PAGE: 1FILE; cd132112 �ocation Route US 5 South of Strong Rd iown . South Windsor, Connecti-_ut TA B L E 1 DATE: '.''':''i`-'" n; 1. �dc XI11 �; :.s,.. f ------------------------------------------------------------ ----------------------------------------------------- iME FiONURY 2G TUESDRY 21 WE➢NESDAY THURSDP.Y 23 FRI➢AY 24 SATURDAY 25 SUNDAY 26 WEED: AVERAGE BE6IN NB SB ND SB NB SB NB SB NB SB NB SB NH SB NB or ------------------------- ------------------------------------------ ---{ } 107 E..1 } } } } { } # } 107 61 Ar 4- } { } { } } { 45 42 1.0,0 # # } } 'tJ '.� '5A 5 37 { { { } { } 105 237 7:0i { } } 415 1104 { } { } { } } } 415 1101 464 757 } { } } { } # } 464 57 Y a,I J 5 J17 { { } } } { } } 475 517 . col� can . 32 car { { } } { } { } J J/7 }11; ,0 ^M } } } 579 5'12 } } } { # } { { 579 V42 1:00 � { } } 629 582 43 { } { } } } # { 639 643 866 65y { { } } { 866 659 1'95 632 # } } } # } } } 395 632 °•jr� { } { 879 553 { { 873 553 6:00 } } } } 500 394 } } } } { } } # 500 394 } 316 405 "00 _ { } } 316 405 { } { { { # :;�) { } } } Z56 2i0 } } } } } { { 156 ;iG 3 183 } { { } { { } { -Ion 185 143 10:00 } } } { 185 143 } } } } # { } { 3 } } { } # { { { 131 ..J ------------------------------- -------------- TOTALS COMBINED TOTALS --------------------------- --- 12:00 AM { } 168 87 # 87 y:G� } } 113 69 } { { { 69 3:00 } } 69 { # { { 123 4:OG { } 123 } { { { J.t.l 6:00 } } 316 } } { } 1516 7:00 { } - 1516 { { { { 8:00 } } 1221 } { } # 1221 9:00 { } 992 { # { } 99 10:00 { } 1111 { � } { 111l 11:00 { { 1133 } { { 1138 i171 12:00 PM # # 1171 } } } } 1211 1:00 { # 1211 # { # { 2:00 } } 1282 { { } # 1282 1525 3:00 { 1525 { { # { A } } 1627 # # } } 1627 00 J:00 { { 1432 { # { 143E 6:00 { } 394 } # } # 894 7:00 { { 721 { { { { 721 466 3:00 } # 466 # } } } 413 9.00 { } 413 { { { { 28 { { } } 328 11:00 } } 244 T -----------------------------------{----- tOTALS { { IB966 { { 18366 SITE CODE COIND— 132 112 F. A. He5keth & Associates, In .-Hlr , FILE: cd132112 Location : Route US 5 South of Strong Rd Town :'_ut Windsor, Connecticut FIGURE 2 DATE: 12/22/93 Disk 'ITT -------------------------------------------------------------- ------------------------- i 4�t f # O50 i 5t10 O #---f---#--------------------------- W 'ilia oJ. � U cc. 1 # } f # # # } # JJ 60 ;JU c(� ' ----------- ----------------------f---f---f---f---f---f---f---f---f---f---#---f---#---f---# i T50 IME: 12AM 1 2 3 4 5 6 7 0 ? 10 11 1'2PM 1 3 4 5 6 1 3 9 10 11 Ic.'0 -------- :150 11 van ; f 1050 --------------- ;50 } 0 900 ; # Z 350 ', - ------------------------------------------- O750 ----------------------------#---#-------------------- m 700 } }650 } } f ; # # Z 600 # # # } # # # f # 550 500 ------------------------f---f---f---f---f---}---}---}---f---f---f---}--------------------------- OtJ♦rO f # # # # # f # f # # # 350 300 # f # # # } # } # # # # # 150 ; --------------------#---#---}---f---f---#---f---#---f---#---#---#---#---#---f--------- 150 1 # # # # f # f # f # # # f # f # # f 11,10 i # # # # # } } # # } } # } # # # f # # 50 i , i i ' .. ... ....... ...........i... ...............,...i... TIME: 12AM 1 2 3 4 5 6 7 8 9 10 1-11112PM 1 2 3 4 5 6 7 3 9 10 I1 TABLE 2 F. A. Hesketh & Associates, inc. Weather Clear Traffic Enginnering - Traffic Design Site Code 34150002 Counter : tl01 101 Millbrook Common Start Date: 10/06/94 Counted 5;': JNL Bloomfield, Connecticut 06002 File I.D. STRONG02 Page 1 Vehicle group 1 ---------------------------------------------------------------------------------- + Strong Road :Route 5 ;Stronq Road r.vU.e Southhound ;k�estbound ;Northbound ;Ea=_.tbound tJ.T,0140' 0-7-4w' Left Thru Right &HTer ; Left Thru Right Other ; Left Thru Right Oar ; Left Thru Right Other ; Total ------------------------------------ 06:30 6 200 0 0 20 2 5 0 ; 2 34 3 2 ; 0 2 3 0 ; 339 06:45 14 201 7 0 25 2 6 0 i 4 131 4 3 ; 2 1 3 0 ; 414 07:00 4 224 3 0 ; 20 0 Z 0 ; 2 75 3 2 0 5 4 0 ; 351 07:15 3 )51 3 0 ; 28 4 12 0 ; 5 37 4 0 ; 0 1 9 0 ; 407 Hr Total 27 876 13 0 ; 33 3 25 0 ; 13 388 20 12 ; 2 9 25 0 ; 1511 07:30 3 252 8 1 ; 29 = 7 7 0 ; 1'2 7`2 6 2 ; 2 4 1 0 ; 417 07:45 17 268 3 0 ; 32 5 6 0 ; 7 36 7 1 ; 3 5 9 0 ; 453 08:0 5 195 6 0 ; 13 0 15 0 ; 3 109 6 2 2 1 4 0 373 03:15 5 150 2 0 ; 14 4 13 0 ; 2 30 9 0 ; 3 2 5 0 ; 239 Hr Total 35 365 1'3 1 ; 34 l0 41 0 30 357 23 5 ; 10 11 25 U ; 1533 ----------------------------------------------------------------- *TOTAL{ 6'2 i741 32 1 ; 137 24 66 0 ; 43 745 48 17 ; 12 21 Co 0 ; 3043 --------------------------------------------------------------------------------- Peak Hour Analysis By Individual Approach for the Period: 06:30 to 08:30 on 10/06/94 Peak start 07:00 ; 07:15 ; 06:30 ; 07:00 Vvlu®e 32 395 11 1 ; 108 15 40 0 ; 13 388 20 12 ; 5 15 29 0 Percent ;X 95X 2% OX ; 66% 107 247. 0% ; 3% 30X 5X 3X ; 10X 31% 59% 01 Pk total 1045 ; 164 ; 433 ' 43 07:45 06:45' Highest 07:45 07:15 � , Volume 17 263 3 0 ; '28 4 12 0 ; 4 131 4 3 ; 3 5 9 0 ; Hi total 288 44 ; 147 ; 17 PHF .91 ; .93 ; .74 .72 -------------------------------------------------------------------------- --------------------------------------------------- Peak Hour Analysis By Entire Intersection for the Period: 06:30 to 03:30 on 10106/94 Peak start 07:15 ; 07:15 ; 07:15 ; 07:15 Volume 33 966 20 1 ; 108 16 40 0 ; 33 3 29 0 64 23 5 ; 7 it Percent 37. 35X 2% 0% ; 66% 10% 241 0X ; 8% 86% 5X 1% ; 15% 23% 62% OX Pk total 1020 ; 164 ; 425 ; 41 ' Highest 07.45 ; 07:15 ; 08:00 ; 07:45 Volume 17 268 3 0 ; 23 4 12 0 ; 9 109 6J 2 ; 3 5 3 0 Hi total 288 ; 44 ; 126 1 17 PHF .39 ; .93 ; .84 ; .69 —12— TABLE 3 F. A. Hesketh & Associates, Inc. Weather Clear Traffic Enginnering - 'rafiic Design Site Code. : '34150001 Cnunter 001 101 Millbrook Common Start Cate: 10/05/94 Counted 1NL Bloomfield, Connecticut 06002 File I.D. STRONGOI ' Pace I Vehicle group 1 ------------------------------------------------------------------------------------------- Route 5 ;Stronq Road . ;Route 5 :Strong Road 5outhbound ;Westbound :Northbound ;Eastbound U.T.&AP: V.'rvjt+;l Left Thru Right Bar ; Left Thru Fright Other ; Left Thru Fight "� : Left Thru Right Other ; Total Data, 10/05,154 ----------------------------------------------------------------------------------------------------------------------- 15:30 12 155 1 1 ; 15 3 15 0 ; 14 200 I3 2 ; 6 3 7 0 ; 448 15:45 11 151 3 0 ; 7 4 17 0 13 IN '8 0 I 0 4 11 0 1 415 6:00 11 143) 2 1 1 9 2 Ir 0 1 7 207 17 3 J 7 0 1 432 i6:15 6 139 4 0 ; 13 4 12 0 ; 5 174 12 i ; 1 3 7 0 ; 381 Hr Total 40 588 11 ? ; 44 13 61 0 ; 35 751 70 6 ; 10 13 3') 0 ; 1676 16.30 4 145 +J 0 14 3 24 0 ; 15 213 9 2 ; 4 6 14 0 ; 453 16:45 9 IU6 4 0 ; 7 0 13 0 ; 5 268 18 0 ; 2 5 15 J ; 452 17:00 4 157 1 1 ; 14 9 20 0 ; 7 219 1'2 0 ; 4 4 9 0 ; 471 17:15 9 136 1 1 ; 10 2 13 0 ; 8 209 14 1 ; 3 1U 3 0 ; 425 Hr Total 2b 554 6 2 ; 45 14 70 0 ; 35 909 53 3 ; 13 25 4b 0 ; 1841 ------------------------------------ ------------------------------ ----- - *TOTAL{ 66 1142 17 4 ; 89 27 131 0 ; 70 i660 123 ? ; 23 38 /8 0 : 3471 -------------------------------------------------------------------------------------- Peak Hour Analysis By Individual Approach for the Period: 15:30 to 17:30 on 10/05/94 Peak --tart 15:30 ; 16:15 ; 16:30 ; 16:30 Volume 40 588 11 1. ; 48 16 69 0 ; 35 909 53 3 ; 13 25 46 0 Percent 6% 92X 2X 0% ; 36X 121 52% 0X 4% 91% 5% OX ; 157 301 55% OX Irk total 041 i J..l i 1000 ; 84 ' Highest 15:30 ; 11:00 : 16:45 ; 16:30 Volume 12 155 2 1 ; 14 3 20 0 ; 5 268 18 0 ; 4 6 14 0 Hi total 170 1 40 ' 291 ; 24 ' PHF .'34 ; 77 ; .86 ; .88 ----------------------------------------------------------------------------------- Peak Hour Analysis By Entire Intersection for the Period: 15:30 to 17:30 on 10/05/94 Peak start 16:30 ; 16:30 ; 16:30 ; 16:30 Volume '26 554 6 2 ; 45 14 70 0 ; 35 909 53 3 ; 13 25 46 0 Percent 47 94% 1% OX ; 35X 11% 54% OX ; 4X 91% 5% UX ; 15% 30X 551 OX Pk total 588 ; 129 ; 1000 ; 84 Highest 17:00 ; 17:00 ; 16:45 ; 16:30 Volume 4 167 1 1 ; 14 9 20 0 ; 5 268 18 0 ; 4 6 14 0 i Hi total 173 ; 43 ; 291 1 24 PHF .35 ; .75 ; .86 ; .38 —13— 1 -�IIes�et�l (fG-)9 _,4ssoclates ', IIIC. TRAFFIC COUNT GRAPHIC SUMMARY SHEET LOCATION : U.S. ROUTE 5 @ STRONG ROAD, SOUTH WINDSOR DATE OCTOBER 1994 TIME :' IME :' P.M. PEAK HOUR / N 00 Z v1 � C N � NORTH H > 00 00 � � H � V) J � O I� _ TO MAIN STREET ` STRONG ROAD 6 55 14 I 129 35 233 139 26 84 25 104 53 STRONG ROAD / TO NUTMEG ROAD Ln 00 o 1 � � o >� E C � W ( 004 ( � H I I � Planning FIGURE 4 1affic Engineering Design —14- T.X Hesheth (fe Associates I17c. TRAFFIC COUNT GRAPHIC SUMMARY SHEET LOCATION : U. S. ROUTE 5 @ STRONG ROAD, SOUTH WINDSOR DATE OCTOBER 1994 TIME : A.M. PEAK HOUR CD � U `n z NORTH < > O O _ N N � � O cn TO MAIN STREET STRONG ROAD 33 82 16 164 33 218 129 20 47 11 54 23 STRONG ROAD / TO NUTMEG ROAD o o `n Q � 0 o u, E" Q x x O dI cn I O IN Planning FIGURE 3 lrraffic Engineering C}c5ign -15- 'SITE CODE : 94150604 F. A. Hesketh & Associates, Inc.-ATM PAGE: 1 Location Stronq Road Ea_t of Route J FILE: STRONG02 Town : South Windsor, Connecticut TA B L E 4 .Dist: : TAS XIII DATE: 10/103/94 ---------------------------------------------------------------------------------------------------------------------------------- TIME MONDAY 10 TUESDAY 11 WEDNESDAY12/,r THURSDAY 6 FR.IDAY 7 SATURDAY 8 SUNDAY 9 WEEK AVERAGE BEGIN EB WB EB WB EB WE EB WB EB WB EB WE EB WB EB_ WB ---------------------------------------------------------------------------------------------------------------------------------- 12:00 AM 7 1 13 2 15 3 9 5 10 10 14 3 11 9 11 4 1:00 3 1 ' 3 4 10 4 14 7 8 6 6 9 4 J 7 2:00 3 4 3 6 3 J 5 4 5 7 3 8 3 4 4 3:00 4 'j 3 J 2 9 i 3 8 J 5 J 2 5 4 6 4:00 7 11 19 13 14 13 16 14 15 20 1 3 4 4 10 11 J:OO 21 50 29 62 31 45 28 64 28 50 4 J 2 20 40 6:UO 33 6: 46 0[ 53 ;3 JJ j3 40 S1 11 15 1 u 34 6i '^ ^� 6 12 51 125 LJ JJ 1:00 J3 134 66 117 64 173 15 1'E4 76 182 8:00 49 90 66 126 43 102 51 110 63 113 34 38 16 13 46 84 ''3;00 49 61 J9 J9 J4 30 54 67 52 66 42 61 23 23 47 59 10:00 47 53 50 h5 00 01 51 67 63 6'� 40 47 23 37 49 57 11:00 18 - 66 71 80 76 2' 90 J7 76 76 47 57 37 32 67 62 12:00 PM 72 91 86 75 66 88 80 86 77 94 65 55 40 47 69 75 1:00 69 75 71 10 74 73 63 74 62 73 38 50 38 40 5-3 65 2:00 53 62 65 72 70 63 34 60 91 81 55 55 29 24 63 59 3:00 96 94 95 75 112 93 100 93 115 95 55 39 22 32 85 75 4:00 117_ 91 132 103 109 109 115 '34 106 103 43 36 30 37 93 82 5.00 95 81 131 34 111 92 114 84 121 82 29 28 27 18 89 67 6:OO JO 41 61 45 76 4 "02 06 J8 50 22 18 15 23 52 41 7:00 33 14 46 25 3^o �5 51 32 36 "s6 24 3U 12 14 34 25 8:00 2212 18 19 19 .22 21 20 22 -)812 15 13 11 14 333 17 9:00 13 12 16 12 17 13 22 14 19 17 14 21 11 6 16 13 10:00 17 13 19 12 17 17 14 23 13 18 10 8 12 3 14 13 11:00 16 13 19 13 24 7 11 20 7 15 7 9 4 11 2 16 7 ---------------------------------------------------------------------------------------------------------------------------------- TOTALS 3207 1147 1186 1300 1155 131i 1210 1327 1174 1351 610 638 415 4 1270 1061 COMBINED TOTALS ---------------------------------------------------------------------------------------------------------------------------------- 12:00 Alf 3 15 18 14 20 17 20 15 1:00 4 10 14 18 15 12 13 12 2:00 7 9 8 9 12 5 11 9 3:00 13 8 11 15 13 10 7 10 4:00 18 37 27 30. 35 4 8 21 5:00 -1 91 76 92 78 13 1 60 6:00 25 129 - 151 143 127 21 10 77 7:00 187 243 237 239 258 58 18 176 8:00 139 192 145 161 i16 72 29 130 9:00 110 118 134 121 118 103 46 106 10:00 100 115 121 118 132 87 65 105 11:00 144 151 148 147 152 104 69 129 12:00 PM 163 161 154 166 16l 120 87 144 1:00 144 141 147 137 135 Be 78 124 2:00 120 137 133 144 162 110 53 122 3:00 190 170 205 198 210 94 54 160 4:00 208 240 218 209 209 79 67 175 5:00 17G 215 203 198 203 57 45 156 6:00 91 106 121 148 108 40 38 93 7:00 47 71 63 83 72 54 26 59 8:00 2230 37 43 42 40 28 31 350 9:00 30 28 30 36 36 35 17 29 10:00 30 31 34 37 31 18 15 27 11:00 29 32 31 27_16_ 22 13 13 23 ---------------------------------------------------------------------------------------------------------------------------------- TOTALS 4354 2486 2472 2537 2525 1248 827 2331 SiTE CODE 941J0663 F. A. Hesketh & Associates, Im_.-ATM PAGE: 1 Location Strong Road West of Rt J FILE: STRONGOI Town iouth Windsor, i_onnect!cut TABLE 5 i!is{: T€,5 7III DATE' l0Iola/94 ---------------------------------------------------------------------------------------------------------------------------------- TIME MONDAY 10 TUESDAY 11 WEDNESDAY12f,S THURSDAY 6 FRIDAY 7 SATURDAY 8 SUNDAY 3 MEEK AVERAGE BEGIN EH WB ES WB EB W8 EB WB EB WB EB WB EB rib EB WB ---------------------------------------------------------------------------------------------------------------------------------- 12 00 A,M 3 9 16 7 9 9 15 13 12 10 9 6 10 4 lU 8 I:CIO 4 0 8 3 14 6 S 8 12 6 4 12 1 1 7 J 2:Ut i 3 3 9 3 4 J 3:U0 1 2 4 8 3 7 4 6 3 13 6 3 0 8 la 6 4 1 6 14 10 25 10 17 10 34 4 4 6 19 5:00 40 31 44 39 44 37 45 37 58 35 4 10 3 1 34 21 6:U!i 38 21 39 29 51 42 4f 23 34 19 13 9 4 U 31 20 7:G0 34 46 59 66 JG 47 J3 53 J7 69 11 IJ 13 2 39 44 8:00 38 45 12 72 74 67 46 51 58 64 17 19 8 ? 44 46 � 2 a 40 55 51 4 62 39 j:0„ 68 .,!r ,81 � 67 44 6 7 31 22 16 10:vU CO 40 51 41 58 44 69 40 ;0 57 42 31 13 13 51 3'3 11:'00 56 43 65 44 63 61 63 56 60 53 45 32 26 22 54 44 1 UO PM 64 57 51 57 1G /3 64 53 59 54 44 30 21 .2 J3 CIO.. ..__� 1:00 49 49 46 48 42 54 49 57 47 59 24 37 22 29 39 47 2:00 59 72 5la 48 76 70 54 47 60 56 43 29 18 15 51 48 3;00 79 67 60 69 62 63 64 61 50 61 44 24 20 16 54 51 4:vla 49 44 11 :�U 59 J- 63 65 h4 47 21 33 14 13 43 44 5:00 45 47 56 47 50 55 47 54 43 53 18 21 19 16 39 41 6:00 43 46 31 49 53 56 63 60 30 41 17 15 11 15 35 40 1:00 i6 28 28 31 21 26 la(! 35 33 33 12 11 7 5 21 24 8:U0 9 15 20 34 6 16 20 39 18 21 10 11 9 15 1"a 21 9:CIO 15 16 16 17 14 19 'S 14 it to 7 7 7 3 ila 12 10:00 12 3 10 14 14 12 10 16 15 15 8 3 0 3 9 10 11.00 4 20 5 12 5 to 8 15 14 10 3 8 1 6 5 11 ---------------------------=------------------------------------------------------------------------------------------------------ TOTALS 781 781 `303 880 928 698 936 869 912 877 460 407 264 249 730 700 COMBINED TOTALS -------------------------------------------------------------------------------------------------------------------------- - 12:00 AM 12 23 18 28 22 15 14 18 1:00 4 11 20 16 18 16 2 12 2:00 4 13 16 22 15 12 1 12 la:00 3 12 10 10 16 9 8 9 4:00 26 30 35 37 44 4 8 25 5:00 71 83 81 82 93 14 4 61 6:(!0 59 68 - 93 64 53 22 4 51 7;00 80 125 97 116 126 26 15 a 8:00 83 144 14l 97 122 36 17 90 9:00 lib 123 111 112 IN 78 38 101 10:00 90 93 102 109 127 73 46 91 11:00 99 109 124 119 113 77 48 98 12:00 PM 121 118 143 117 113 74 43 103 1:00 98 94 96 106 106 61 51 86 2:00 131 101 146 101 116 72 33 93 3:00 146 129 125 125 111 68 36 105 4:00 93 132 111 128 111 54 27 92 J:00 92 Iola 105 101 96 33 lay 80 6:00 89 30 109 122 71 32 27 75 7:00 44 J9 47 65 66 23 12 45 8:00 24 54 22 59 39 A. 24 34 9:00 31 33 33 39 A.1 14 10 25 10:00 20 24 26 26 a 16 3 19 11:00 24 T1 15 23 17_ 24 11 7 16 ---------------------------------------------------------------------------------------------------------- TOTALS 1562 1183 1826 1925 1789 867 513 1430 SITE CODE 94150662 F. A. He==-keth & Associates, Inc.-ATM PAGE: 1 Location Stronq Read East of Main St FILE: STRONG03 Town : South Windsor, Connecticut TA B L E 6 ➢is1; TAS XIII GATE: 10/03/94 ---------------------------------------------------------------------------------------------------------------------------------- TIME MONDAY. 10 TUESDAY // WEDNESDAY I?- THURSDAYls/�o FRIDAY 7 SATURDAY 8 SUNDRY 9 WEEK AVERAGE BEGIN EB WB EB WB EB WB EB WB EB WB EB WB E6 WS EB WB ---------------------------------------------------------------------------------------------------------------------------------- 00 AM 3 0 0 0 0 0 1 0 3 1 0 4 v 1 i 1:00 0 0 0 0 G 0 0 1 0 2 0 2 0 0 0 2 00 0 1 2 3 0 ? G 2 G 1 G G 1 0 0 1 00 1 1 0 1 0 1 U 1 1 1 U U 1 U »;00 0 0 1 0 1 0 1 0 1 0 0 1 1 0 0 0 :.!U 1 1 1 0 1 1 1 G 0 0 1 0 0 1 0 6:00 8 4 to 4 1u 4 8 6 7 5 3 1 4 2 7 3 7:00 11 8 12 16 16 15 17 10 20 it 7 8 12 0 13 9 8:00 11 8 14 13 is 13 16 9 15 11 8 7 4 5 12 3 9:00 i0 12 14 6 14 8 B 4 r 14 14 18 13 11 14 12 10 10:00 11 9 1 5 22 12 25 10 18 12 i8 `3 7 6 17 9 11:00 20 13 20 13 27 25 21 12 21 22 - 19 11 8 20 14 12:00 PM 14 i8 16 13 17 18 20 11 i8 14 28 15 i5 15 18 14 1:00 18 -6 15 15 11 13 9 8 i6 i4 15 27 14 17 14 14 2:!?0 12 12 17 16 Z1 7 21 5 18 15 24 17 9 10 17 11 3:00 21 8 25 12 26 13 25 11 17 14 31 12 11 3 22 i0 4:00 19 17 36 26 23 i0 24 16 19 14 5 14 8 4 19 14 5:00 15 ib 15 15 18 17 113 21 20 23 10 it 12 it 15 16 6:00 8 10 14 13 19 12 27 16 9 13 12 10 4 6 13 11 7:00 S 4 15 7 7 11 12 i4 18 6 9 9 4 4 10 7 0:00 5 5 7 4 4 6 5 9 7 6 5 5 6 7 5 6 9:(10 3 1 1 0 2 1 6 4 3 4 6 3 7 0 4 1 10:00 5 3 3 1 1 1 4 3 3 2 1 0 1 2 3 11.00 0 3 3 3 0 2 1 2 3 2 2 2 0 1 1 2 ---------------------------------------------------------------------------------------------------------------------------------- TOTALS 202 164 262 193 259 191 269 176 251 i97 228 187 145 117 224 165 COMBINED TOTALS ---------------------------------------------------------------------------------------------------------------------------------- 1' :00 AM 5 G 0 1 1 Y 1:00 0 0 0 1 2 2 0 0 2:00 1 5 2 2 1 0 1 1 3:00 3 1 1 1 2 1 3 1 4:00 0 1 1 1 1 1 1 0 5:00 3 1 2 1 3 1 0 1 6:00 12 14 14 14 12 4- 6 10 7:00 19 28 31 27 31 15 12 22 3:00 19 21 31 25 25 15 9 21 9:00 22 24 2-1 12 28 31 25 22 10:00 20. 27 34 35 30 27 13 25 11:00 33 33 52 33 30 41 19 34 12:00 PM 32 29 35 31 32 43 30 32 1:00 24 30 24 17 30 43 31 28 2:00 24 33 28 26 33 41 113 28 3:00 29 37 39 37 31 43 14 32 4:00 36 62 33 40 33 19 12 33 5:00 31 30 35 40 43 21 23 31 5:00 19 27 31 43 22 22 iv 24 7:00 10 22 18 26 24 18 8 17 8:00 10 11 10 14 13 10 13 it 9:00 4 1 3 10 7 9 7 5 10:(10 3 10 2 5 6 3 1 5 11:00 3 6 2 318_ 5 4 1 3 ---------------------------------------------------------------------------------------------------------------------------------- TOTALS 366 455 450 445 448 415 262 389 FW Hes�elh 69 Asso czates TRAFFIC COUNT GRAPHIC SUMMARY SHEET LOCATION : U.S. ROUTE 5 @ STRONG ROAD, SOUTH WINDSOR DATE 1995 BACKGROUND TRAFFIC TIME : A.M. PEAK HPUR � z � z C G NO TH � > H O - - N .7 O � � � � O / c'1 TO MAIN STREET STRONG ROAD 34 85 11 169 34 124 . 133 20 48 11 55 24 STRONG ROAD / TO NUTMEG ROAD zp u1 H I � E-{ Planning FIGURE 5 1�affic Engineering Design —19- T Heshel (fG Associates ', Inc. TRAFFIC COUNT GRAPHIC SUMMARY SHEET LOCATION . U.S. ROUTE 5 @ STRONG ROAD, SOUTH WINDSOR DATE 1995 BACKGROUND TRAFFIC TIME P.M. PEAK HOUR z tf1 NORTH z i 1 � H v� � E~ N M cV N TO MAIN STREET \ STRONG ROAD 6 56 14 132 36 142 26 86 26 106 54 STRONG ROAD TO NUTMEG ROAD t- 00 \O M / Ln I xo o: ra d E xl o H � x C/] � Wco c/] E-i 1��^ Planning FIGURE 6 affic Engineering Cksign -20- THE DEVELOPMENT Site plans prepared by the office of PDS Engineering and Construction Inc. indicate that the Link Wood Manufacturing building would provide 100, 000 square feet of floor space for manufacturing, shipping and receiving. A mezzanine will cover about 10 percent of that building and provide office and administrative space. The plan also depicts a 12, 500 square foot retail facility on the east end of the building. A total of 129 parking spaces including 6 for the handicapped are also proposed. This construction will be in addition to the present 6, 000 square foot building on the site with 23 spaces. Thus, the total facility upon completion will consist of 116, 000 square feet of manufacturing space and 12, 500 square feet of retail space with 152 parking spaces. The site has a frontage of 760 feet along Route 5 and over 1100 feet along Strong Road. Since Strong Road intersects Route 5 at a signalized intersection with separate left turn lanes for both northbound and southbound traffic safely removed from the Route 5 traffic flow, the most efficient means of accepting new traffic into the state highway system is to provide a design which provides all driveways to Strong Road with no direct connection to Route 5. The PDS plan accomplishes this goal with a driveway serving the employee parking area about 300 feet to the west of Route 5 and a second drive serving the loading dock area more than 800 feet from Route 5. Strong Road in this area is on a level tangent -21- alignment with no sight distance limitations to either the east or the west from either of these driveway locations . -22- PROJECTED SITE GENERATED TRAFFIC Estimating the amount of traffic expected at a new land use generally involves a study to determine the amount of traffic that has been recorded at similar land uses that were constructed in the past and which have operated a sufficient period of time to have a stabilized and consistent pattern. The Institute of Transportation Engineers in 1976 published a compilation of studies gathered from traffic engineers, planners and public officials throughout the country at various land uses. That document was updated in 1979, 1983, 1987, and again in 1991 and provides traffic engineers and planning officials with a single document and guide on trip generation rates for all land uses and building types. The fifth edition (Spring 1991 ) contains considerably more data than all previous editions. The data base in this edition consists of more than 3, 000 individual trip generation studies. The report is intended for use in estimating the number of trips that may be generated by a specific building or land use. The following definitions of terms are useful to clarify the terminology used in describing the results of their studies: TRIP: A single or one-direction vehicle movement with either the origin or destination (exiting or entering) inside the study site. AVERAGE TRIP RATE: A weighted average of the number of trips or trip ends per unit of related independent variable, ( e.g. , trip ends per dwelling unit, per employee, or per 1, 000 square feet of building area, etc. ) . The average rate was calculated by summing all trips and all independent variables and then dividing the trip sum by the -23- sum of the independent variable to obtain a weighted average. AVERAGE TRIP RATE FOR PEAK HOUR OF ADJACENT STREET TRAFFIC: The weighted average trip rate during the hour of the highest volume of traffic passing the site on adjacent streets between 7 and 9 a.m. or between 4 and 6 p.m. GROSS AREA: The gross floor area of a building is the sum of the area at each floor level including cellars, basements, mezzanines, penthouses, corridors, lobbies, stores, and offices that are included within the principal outside faces of exterior wall not including architectural setbacks or projections. INDEPENDENT VARIABLE: A physical, measurable, and predictable unit quantifying a study site or generator. For example, the number of dwelling units, the number of employees, the number of seats, or the number of square feet. The ITE data includes land use code 140 which is defined as a manufacturing facility where the primary activity is the conversion of raw materials or parts into finished products. That data includes more than 60 studies of trip generation data for weekdays and approximately 50 studies where data is available relative to peak hour traffic distribution. The facilities in the study include areas devoted to the actual production of goods as well as office, warehouse, research and associated functions. The regression equations developed in this data shows a good fitted curve with an R2 value of 0. 8 or better. The planned operation is the one which involves the manufacturer of furniture. The raw product brought to the site is lumber which is then milled and run through a variety of processes, eventually cut to size and crafted into various wood furnishings. The facility then is basically one of -24- manufacturing with a very small retail/display area. Virtually all products are packaged and shipped from the facility with the display area representing less than 5 percent of the total distribution of furniture. Presently, the plant employes about 30 people with about 25 reporting to the facility on a daily basis and the other five having employment at other locations primarily on the road and reporting to this facility one or two days a week.. It is planned to increase the employment potential to about 50 individuals with the expanded plant and thus, the maximum employment potential, which may not be realized for some time, is 50 employees. A total of three truck loading docks are provided at the facility which accommodates the shipping and receiving activities which typically range from 2 to 5 tractor trailer deliveries in the course of a day. Other deliveries and visitors are somewhat limited with the usual Federal Express, Parcel Post, and vehicles of that nature reporting and visitors to the office typically amounts to less than 20 visits over the course of a full work day. Based upon this level of intensity in terms of employees, visitors and shipping, the actual traffic patterns expected are somewhat less than those described in the manufacturing classification as described by the Institute of Transportation Engineers. Accordingly, it appears appropriate to utilize the traffic generation potential as developed from the manufacturing category as a "worst case" analysis. Table 7 presents the results of a trip generation analysis for a 116, 000 square foot manufacturing facility based upon the techniques -25- described by the Institute of Transportation Engineers. This data provides a projection of 437 trips in the course of a day with 77 a.m. peak hour trips and 87 p.m. peak hour trips . The planned facility also includes 12, 500 square feet for a display area/retail space with a sale of furniture. The Institute of Transportation Engineers includes a category for furniture store and thus the traffic generation potential for this land use should be added to that associated with manufacturing. Table 8 presents the results of a trip generation analysis for a=12, 500 square feet furniture store and indicates a projection of 114 daily trips with three during the a.m. peak hour and 10 during the p.m. peak hour. Thus, the total traffic generation potential for the two land uses is as summarized in Table 9 indicating 551 trips during a typical day with 80 in the a.m. peak hour and 96 in the p.m. peak hour. These volumes seem somewhat higher than that which is realistically anticipated at a facility employing 50 persons and thus, provides a margin of safety for any increases in employment levels beyond that anticipated. Truly then, this is a "worst case" analysis and any traffic control improvements developed to accommodate this volume will surely accommodate the letter volume which is actually expected. -26- Linkwood Manufacturing im�& �lN___ - ' - � -__ L. SUMMARY OF TRIP GENERATION CALCULATION FOR 116 TH. GR. SQ' FT. OF MANUFACTURING 10-07-94 DRIVE AVERAGE STANDARD ADJUSTMENT WAY RATE DEVIATION FACTOR VOLUME AVG WKDY 2-WAY VOL 3. 77 0. 00 1 . 00 437 7-9 AM PK HR ENTER 0. 62 0. 00 1 . 00 72 7-9 AM PK HR EXIT 0. 05 0. 00 1 . 00 5 7-9 AM PK HR TOTAL 0. 66 0. 00 1 . 00 77 4-6 PM PK HR ENTER 0. 40 0. 00 1 . 00 46 4-6 PM PK HR EXIT 0. 35 0. 00 . 1 . 00 41 � 4-G PM PK HR TOTAL 0. 75 0. 00 1 . 00 87 SATURDAY 2-WAY VOL 0. 00 0. 00 1 . 00 0 PK HR ENTER 0. 00 0. 00 1 . 00 0 PK HR EXIT 0. 00 0. 00 1 . 00 0 PK HR TOTAL 0. 00 0. 00 1 . 00 0 SUNDAY 2-WAY VOL 0. 00 0. 00 1 . 00 0 PK HR ENTER 0. 00 _ 0. 00 1 . 00 0 PK HR EXIT 0. 00 0. 00 1 . 00 0 PK HR TOTAL 0. 00 0. 00 1 . 00 0 Note: A zero rate indicates no rate data available The above rates were calculated from these equations: - 24-Hr . 2-Way Volume: T = 3. 883(X) + -13. 1127 R^2 = . 88 ` 7-9 AM Peak Hr . Total : T = . 85(X) + -21 ' 617 R^2 = . 69 , . 93 Enter , . 07 Exit 4-6 PM Peak Hr . Total : T = . 748(X) + . 1 � R^2 = . 77 , . 53 Enter , . 47 Exit AM Gen Pk Hr . Total : T = . 829(X) ' + -17. 713 R^2 = . 81 , . 8 Enter , . 2 Exit PM Gen Pk Hr . Total : T = . 761 (X) + -4. 739 R^2 = . 83 , . 48 Enter , . 52 Exit Sat . 2-Way Volume: 0, R^2 = 0 Sat . Pk Hr . Total : 0 R^2 = 0 , 0 Enter , 0 Exit Sun. 2-Way Volume: 0, R^2 = 0 Sun. Pk Hr . Total : 0 R^2 = 0 , 0 Enter , 0 Exit Source: Institute of Transportation Engineers Trip Generation, 5th Edition, 1991 ' -27- TRIP GENERATION BY MICROTRANS TABLE�� �� Linkwood Manufacturing m ����w��� �� ` SUMMARY OF TRIP GENERATION CALCULATION FOR 12. 5 TH. GR. SQ. FT. OF FURNITURE STORE 10-07-94 AVERAGE STANDARD ADJUSTMENT DR-WAY RATE DEVIATION FACTOR VOLUME AVG WKDY 2-WAY VOL 9. 11 0. 00 1 . 00 114 7-9 AM PK HR ENTER 0. 17 0. 00 1 . 00 2 7-9 AM PK HR EXIT 0. 08 0. 00 1. 00 1 7-9 AM PK HR TOTAL 0. 25 0. 00 1 . 00 3 4-6 PM PK HR ENTER 0. 28 0. 00 1 . 00 3 4-6 ^PM PK HR EXIT 0. 50 0. 00 1 . 00 6 4-6 PM PK HR TOTAL 0. 78 0. 00 1 . 00 10 ` SATURDAY 2- )AY VOL 8. 85 0. 00 1 . 00 =111 / PK HR ENTER 0. 80 0. 00 1 . 00 10 PK HR EXIT 0. 80 0. 00 1 . 00 10 PK HR TOTAL 1 . 59 0. 00 1 . 00 20 SUNDAY '2-WAY VOL 3. 40 0. 00 1 . 00 43 PK HR ENTER 0. 00 0. 00 1 . 00 0 PK HR EXIT 0. 00 0. 00 1 . 00 0 PK HR TOTAL 1 . 08 0. 00 1 . 00 13 Note: A zero rate indicates no rate data available The above rates were calculated from these equations: 24-Hr . 2-Way Volume: LN(T) = . 554LN (X) + 3. 336, R^2 = . 4 7-9 AM Peak Hr . Total : LN(T) = . 681LN(X) + -. 586 R^2 = . 46 , . 69 Enter , ' 31 Exit 4-6 PM Peak Hr. Total: LN(T) = ' 552LN(X) + . 878^ - _ R^2 = . 4 , . 36 Enter , . 64 Exit AM Gen Pk Hr . Total : LN(T) = . 59LN(X) + . 622 R^2 = . 36 , ' 63 Enter , . 37 Exit PM Gen Pk Hr . Total : LN(T) = . 604LN(X) + . 883 R^2 = . 47 , . 56 Enter , . 44 Exit Sat ' 2-Way Volume: LN(T) = . 62LN(X) + 3. 14, R^2 = . 39 Sat ' Pk Hr . Total : LN(T) = . 564LN(X) + 1 . 568 R^2 = . 4 , . 5 Enter , . 5 Exit Sun. 2-Way Volume: LN(T) = . 981LN(X) + 1 ' 272, R^2 = . 32 Sun. Pk Hr . Total : LN(T) = . 829LN(X) + . 505 R^2 = . 37 , 0 Enter , 0 Exit Source: Institute of Transportation Engineers Trip Generation, 5th Edition, 1991 ' -2O- TRIP GENERATION BY MICROTRANS ^ inkwood Manufacturing TABLE 9 SUMMARY OF AVERAGE VEHICLE TRIP GENERATION AVERAGE WEEKDAY DRIVEWAY VOLUMES 10-07-94 24 HOUR AM PK HOUR PM PK HOUR TWO-WAY LAND USE SIZE VOLUME ENTER EXIT ENTER EXIT MANUFACTURING 116 TH. GR. SQ. FT. 437 72 5 46 41 FURNITURE STORE 12. 5 TH. GR. SQ. FT~ 114 2 1 3 E TOTAL 551 74 6 49 47 Note: A zero rate indicates no rate data available � ` ' - ' ' TRIP GENERATION BY MICROTRANS -29- DIRECTIONAL DISTRIBUTION OF TRAFFIC It is almost impossible to accurately predict the directional distribution of traffic at most land uses . In this case however, the local and regional highway network is such that, except for a small amount of traffic with local destinations served by Strong Road, all traffic is directed to both the north and the south along Route 5 . Shipping activities are also generally equally distributed to both the north and the south onto-Route 5 in order to gain access to Interstate Route 91 and other regional highways with northbound traffic traveling Route 5 for trips to the north and southbound traffic traveling Route 5 to the vicinity of Interstate Route 291 and- its distribution to Route 91 south and Route 84 east and west. it is estimated that 40 percent of the traffic to and from this facility arrives along Route 5 from the north, 50 percent arrives and departs on Route 5 to the south, and 10 percent utilizes Strong Road for local destinations in South Windsor, East Windsor and Ellington. Figure 7 illustrates the distribution on the traffic flow diagram format. When the directional distribution in Figure 7 is applied to the a.m. peak hour traffic flow made up of 74 entering vehicles and 6 exiting vehicles the resultant site generated traffic is as depicted in Figure 8 . Similarly, application of the directional distribution to the p.m. peak hour flow of 49 entering and 47 exiting results in a directional distribution as shown in -30- Figure 9 . It is these volumes which must be added to the 1995 background traffic to represent the expected combined traffic on the completion of this facility. The results of this calculation are shown in graphic format in Figure 10 for the a.m. peak hour and Figure 11 for the p.m. peak hour. -31- Heshetll (fG)r' 4SS0C1CIteS 111C. TRAFFIC COUNT GRAPHIC SUMMARY SHEET LOCATION : U. S. ROUTE 5 C STRONG ROAD, SOUTH 1-lINDSOR DATE DIRECTIONAL DISTRIBUTION OF TRAFFIC TIME ALL TIMES o NORTH TO MAIN STREET ` STRONG ROAD 100� 10� STRONG ROAD �- TO NUTMEG ROAD � l 0 H No Planning FIGURE 7 1�afficEngincering Dcsign -32- F-X Heshctl1 &) Associates TRAFFIC COUNT GRAPHIC SUMMARY SHEET LOCATION . U. S. ROUTE 5 C STRONG ROAD, SOUTH 1:INDSOR DATE SITE GENERATED TRAFFIC A.M. PEAK HOUR � ' TIME : o z U1 NORTH O M ^� cn C o Ci E~ TO MAIN STREET ` STRONG ROAD 37 C74 !30 I 7 80 8 1 1 STRONG ROAD TO NUTMEG ROAD Ql o O E- I 74 ENTER `n M 6 EXIT _ w cn 1�afficEngincering Planning FIGURE 8 K n -33- E-4 Hesherll (fG') Assodates I17c. y TRAFFIC COUNT GRAPHIC SUMMARY SHEET LOCATION . U. S. ROUTE 5 C STRO'\'G ROAD, SOUTH hi'�DSOR DATE SITE GENERATED TRAFFIC TIME : P.M. PEAK HOUR a z � z G Ln z NORTH _ � H u1 �7 L N N Lo � l N = TO MAIN STREET .1/ ` STRONG ROAD 25 49 4 4 20 8 96 47 4 4 STRONG ROAD / TO NUTMEG ROAD O Ln C-+ I E- f49 ENTER < l 47 EXIT � c cn o � Planning FIGURE 9 1�affic Engineering ()esign -34- TA Hes�etll de Associates I77 c. TRAFFIC COUNT GRAPHIC SUMMARY SHEET LOCATION : U.S. ROUTE 5 @ STRONG ROAD, SOUTH � INDSOR DATE 1995 COMBINED TRAFFIC TIME A.M. PEAK HOUR C o Z Ln NORTH � � H 0 N ul) - - C4 00 N O � � I E- O r! , - 1 Mcn - / TO MAIN STREET STRONG ROAD 71 159 24 176 64 213 132 20 54 12 56 24 STRONG ROAD �- TO NUTMEG ROAD c*q O I� Ln / Ql m O r Ln 0 Q o 1 � W Planning FIGURE 10 1T affic Engineering Design -35- FX Hes, et�l &) Associates I17c. TRAFFIC COUNT GRAPHIC SUMMARY SHEET LOCATION : . S. ROUTE S @ STRONG ROAD, SOUTH WINDSOR DATE 1995 COMBINED TRAFFIC TIME P.M. PEAK HOUR 0 � z r, > C Ln NORTH Ln �O O � � C N N N m Cl M Il- \ TO M.aIN STREET ` STRONG ROAD 31 18 I 136 56 E�C 24626 30 110 54 ::] STRONG ROAD �- TO NUTMEG ROAD 110 co 110 cn Ln L� I cM v1 Oco p Ln � t O 0 i a r � I Planning 1�afficEnginceringFIGURE 11 Dc s i K n -36- ANALYSIS AND RECOMMENDATIONS We indicated earlier the intersection of Strong Road and Route 5 operates at a very efficient level of service B during both the a.m. and p.m. peak hour under the 1995 traffic scenario. Capacity analysis calculations, on the following pages, indicate the background traffic capacity and level of service. When the site generated traffic depicted in Figures 10 and 11 are analyzed, the level of service remains at level of service B witIT only a marginal increase in the intersection delay and with an overall intersection volume capacity ratio of just over 0. 5 in the morning peak hour and slightly less than 0. 5 in the p.m. peak hour. Thus, the level of service -analysis indicates that the traffic increase associated with this development has a minimal increase on a very efficient level of service at the existing intersection. Our analysis also included a queue length analysis for both the background and the combined traffic volumes. This data indicates both the northbound and southbound left turn length is in excess of the maximum calculated queue utilizing the standard queue analysis approved by the State Traffic Commission. In both the a.m. and p.m. peak hour the length of queue of the through traffic is the determining factor and that queue length is less than the length of the left turn lane such that the additional vehicles entering the left turn lane either northbound or southbound area not impacted by the moderate -37- traffic increase by the Link development. Based upon our review of the roadway and traffic conditions both as they will exist as background traffic prior to the completion of the Link facility and as they will exist upon completion of that manufacturing facility and the imposition of new traffic on the roadways, it is our opinion that no changes in existing geometry or traffic control devices are required on Route 5 or at the intersection of Route 5 and Strong Road. We recommend that the two new driveways connecting the manufacturing facility with Strong Road be provided with stop signs, stop bars, and a 50 ' length of double yellow centerline to afford proper control at the site driveways. In addition, the present geometry and vegetation is such that adequate sight lines are available from both driveways to both the east and the west. The development, however, should insure that the proper sight lines are maintained as shown on the attached plan, to insure adequate vision between through traffic on Strong Road and those entering or exiting the driveways to Link Manufacturing. -38- HCM; S:GNALIZED INTERSECTION SUMMARY 10-19-1994 Center For Microcomputers In Transportaticn Streets: �E-W) Strong Road (N-S) US Route 5 Analyst : SFH, HCS#36 File Name: STRONG01 . HC9 Area Type: Other 10-19-94 AM Peak Comment : 1995 Background Traffic | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R | ____ ____ ____ | ____ ____ ____ | ____ ____ ---- | ---- ____ ---- No. Lanes | > 1 < | > 1 < | 1 2 1 | 1 2 < Volumes ' 1 7 11 301 111 17 411 39 373 241 21 990 34 PHF or PK1510. 95 0. 95 0. 9510. 95 0. 95 0. 9510. 95 0' 95 0. 9510. 95 0. 95 0. 95 Lane Width | 15. 0 | 13. 0 114. 0 12. 0 14. 0112. 0 12. 0 Grade | 0 | 0 | 0 | 0 % Heavy Veh | 2 2 21 2 2 21 2 2 21 2 2 2- Parking | (Y/N) N | (Y/N) N | (Y/N) N | (Y/N) N Bus Stops | 0 | 0 | 0 | 0 Con. Pads | 0 | 0 | 0 | 0 Red Button | (Y/N) N | (Y/N) N | (Y/N) N | (Y/N) N Arr Type | 3 3 31 3 3 31 3 3 31 3 3 3 RTOR VoIs | 01 ' 0 | 0 | 0 Prop. Share | 0 01 0 01 0 0 | = 0 0 Prop. Prot . | | | | Assign Perm ! 0 | 0 | 0 | 0 _________-____________________________---___-7___________________________ Signal Operations Phase Combination 1 2 3 4 | 5 6 7 B ER Left * | NB Left * Thru * | Thru * Right * | Right * Pads | Peds WB Left * | SB Left * Thru * | Thru * Right Right * Pads | Pads NB Right | EB Right SB Right | WB Right Green 18. 0A | 8reen 8. 0A 49. 0P | Y w/A 5 ll 0 5 Yellow/A-R 5. 0 e o - 0. . Lost Time 4. 0 ! Lost Time 4. 0 4. 0 Cycle Length: 90. 0 secsPhase combination order : #1 #5 #6 - _______________________________________________________________________ Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: - Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOB ____ _______ _____ _____ _____ ___ _____ ___ EB LTR ' 354 1676 0. 14 0. 21 22. 0 C 22. 0 C 'WB LTR 338 1599 0. 53 0. 21 25. 2 D 25. 2 D NB L 191 1912 0. 21 0. 10 28. 4 D 9. 3 8 T 2090 3762 0. 20 0. 56 7. 6 B R 951 1711 0. 03 0. 56 6. 9 B SB L 179 1787 0. 12 0. 10 28. 1 D 10. 3 B TR 2081 3745 0. 54 0. 56 9. 9 B Intersection Delay = 11 . 8 sec/veh Intersection LOS = B Lost Time/Cycle, L = 12. 0 sec Critical v/c (x ) = 0. 502 _______________________________________________________________________ _39_ HCM; SIGNALIZED INTERSECTION SUMMARY 10-19-1994 ' Center For Microcomputers In Transportation Streets: (E-W) Strong Road (N-S) US Route 5 Analyst : SFH, HCS#36 File Name: STRONG03. HC9 Area Type: Othe 10-19-94 PM Peak . r Comment : =1995=Background =Traffic ===================�========�========== ===��~-- ---- ----�-��as��ound | Westbound | Northbound | Southbound | | L T � | L T R | L T R | L T R | ---- ____ ____ | ____ ____ ____ | ____ ____ ____ | ____ ____ ____ ^No Lanes | > 1 < | > 1 < | 1 2 1 | 1 2 < 1 13 26 471 46 14 721 0-; 932 54 | 28 568 ^ ^ ^ ^ ^ 6 VoIumesPK15| 0 95 0 95 0 95 | 0 95 0 95 0. 95 | 0. 95 0. 95 0. 95 | 0. 95 D. 95 0. 95 PHF or 0| 14 0 12 0 14 0 | 12 0 12 Lane Width | 15. 0 | 13. 0 . . . . . Grade | 0 | 0 | 0 | 0 % Heavy Veh | 2 2 21 2 2 21 2 2 2 | 2). N 2 2 Parking | (Y/N) N | (Y/N) N | (Y/N) N / (y/N 0 | 0 | 0 Bug Stops | 0 | 0 Con, Peds | 0 | 0 | 0 | | (Y/N) N | (Y/N) N KY/N) N Pad Button | (Y/N) N 3 3 3 | 3 3 3 3 3 | 3 � 3 | Arr Type | 3 0 | 0 RTOR Vols | 01 � 0 | 0 Prop . Share ! 0 01 0 01 0 0 | 0 | Prop. Prot . | | | | 0 Assign Perm ! | 0 | 0__________ ___ __________ _ ___ ___0_________________________ Signal Operavions Phase Combination 1 2 3 4 | 5 G 7 B EB Left * | NB Left * * � �� |Th Thru r u * Right * | Right * | Peds Peds WB Left * ! SB Left * Thru * | Thru * Right * | Right * | Pads eds NB Right | EB Right | WB Right SB Right � �reen 8 0A 49^ 0P Green 18. 0A ^ Yellow/A-R 5. 0 | Yellow/A- 5. 0 5. 0 Lost Time 4. 0 ' - | Lost Time 4. 0 4. 0 ^Cycle Length : 90. 0 secsPhasecumbinati__o________________n order : #1 #5 #6_______________ ---------------------------- _ __ Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOB Delay LOS __-_ _______ _-___ _____ _____ ___ ----- 362 1717 0^ ^ 25 0 21 22' 5 C 22. 5 C EB LTR 330 1562 0^ 42 0^ 21 23. 9 C.WB LTR 23. 9 C 0 B NB L 191 1912 0. 21 0. 10 28. 4 D 10. 0 T 2090 3762 0. 49 0. 56 9. 5 B R 951 1711 0. 06 0. 56 7. 0 B SB L 179 1787 0. 16 0. 10 28. 2 D 9. 0 B TR 2087 3756 0. 30 0. 56 8. 2 B Intersection Delay = 11 . 2 sec/veh Interseqtion LOS = B Lost Time/Cycle, L = 12. 0 sec Critical v/c ( x) = 0' 443------------ ------------ --------------------------------- ____ _ ' -40- HCM: SIGNALIZED INTERSECTION SUMMARY 10-19-1994 ^ ~ Center For Microcomputers In Transportation Streets: (E-W) Strong Road (N-S) US Route 5 Analyst : SFH, HCS#36 File Name: STRON802' HC9 Area Type: Other 10-19-94 AM Peak Comment : 1995 Combined Traffic ======================================================================= | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R No. Lanes | > 1 < | > 1 < | 1 2 1 | 1 2 < Volumes 1 10 12 321 111 24 411 69 373 241 21 990 71 PHF or PK1510. 95 0. 95 0. 9510. 95 0. 95 0, 9510. 95 0. 95 0. 9510. 95 0. 95 0. 95 Lane Width | 15. 0 | 13. 0 114. 0 12. 0 14. 0112. 0 12. 0 Grade | 0 | 0 | 0 | 0 % Heavy Veh | 2 2 21 2 2 21 2 2 21 2 2 2 PArking | (Y/N) N | (Y/N) N | (Y/N) N | (Y/N) N Bus Stops | 0 | 0 | 0 | 0 Con. Peds | 0 | 0 | 0 | 0 Pad Button | (Y/N) N | (Y/N) N | (Y/N) N | (Y/N) N Arr Type | 3 3 31 3 3 31 3 3 3 | 3 3 3 RTOR Vols | 0 | 0 | 0 |: 0 Prop. Share ! 0 01 0 01 0 0 | 0 0 Prop. Prot . ! | | | Assign Perm ! 0 | 0 | 0 | 0 _______________________________________________________________________ Signal Operations Phase Combination 1 2 3 4 | 5 6 7 8 EB Left * | NB Left * Thru * | Thru * Right * | Right * Peds | Peds WE Left * | SB Left * Thru * | Thru * Right * | Right * Peds | Peds NB Right | EB Right SB Right | WB Right Green 13. 0A ; Green ' 8. 0A 49. 0P Yellow/A-R 5. 0 : Yellow/A- 5. 0 5. 0 Lqst Time 4,0 ' | Lost Time 4. 0 4. 0 Cycle Length: 90. 0 secsPhase combination order : #1 #5 #6 _______________________________________________________________________ Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS _____ ____ _______ _____ _____ _____ ___ _____ ___ EB LTR 358 1697 0. 16 0. 21 22. 1 C 22. 1 C WB LTR 338 1599 0. 55 0' 21 25. 5 D 25. 5 D NB L 191 1912 0. 38 0. 10 29. 4 D 10. 7 B T 2090 3762 0. 20 0. 56 7. 6 B R 951 1711 0. 03 0. 56 6. 9 B SB L 179 1787 0. 12 0. 10 28. 1 D 10. 5 B TR 2068 3722 0. 57 0. 56 10. 1 B Intersection Delay = 12. 3 sec/veh Intersection LOS = B Lost Time/Cycle, L = 12. 0 sec Critical v/c (x) = 0. 541 _______________________________________________________________________ -�l- HCM: SIGNALIZED INTERSECTION SUMMARY 10-19-1994 Center For Microcomputers In Transportation Etreets: (E-W) Strong Road (N-S) US Route 5 Analyst : SFH, HCS#36 File Name: STRON604. HC9 Area Type: Other 10-19-94 PM Peak Comment : 1995 Combined Traffic | Eastbound | Westbound | Northbound | Southbound | L T R | L T R | L T R | L T R | ____ ____ ---- ____ ___- | ____ ____ ____ | ____ ____ No. Lanes | > 1 < | > 1 < | 1 2 1 | 1 2 < Volumes 1 37 30 661 46 18 72 | 59 932 541 28 568 31 PHF or PK1510. 95 0. 95 0. 9510. 95 0. 95 0. 95 | 0. 95 0. 95 0. 9510. 95 0. 95 0. 95 Lane Width | 15. 0 | 13. 0 114. 0 12. 0 14. 0112. 0 12. 0 Grade | 0 | 0 | 0 | 0 % Heavy Veh | 2 2 21 2 2 21 2 2 21 2 2 2 Parking | (Y/N) N | (Y/N) N | (Y/N) N | (Y/N) N Bus Stops | 0 | 0 | 0 | 0 Con. Pads | 0 | 0 | 0 | 0 Ped Button | (Y/N) N | (Y/N) N | (Y/N) N KY/N) N Arr Type | 3 3 31 3 3 31 3 3 31 3 3 3 RTOR Vols | 01 ' 0 | 0 | 0 , Prop. Share ! 0 01 0 01 0 0 | 0 0 Prop . Prot . : | | | Assign Perm ! 0 | 0 _______________________________________________________________________ SignaI Operations Phase Combination 1 2 3 4 | 5 6 7 8 EB Left * | NB Left * Thru * | Thru * Right * | Right * Pads | Pads WB Left * ! SB Left * Thru * | T h r u * Right * | Right * Peds | Peds NB Right | EB Right SB Right | WB Right Green 18. 0A %reen 8. 0A 49. 0P Yellow/A-R 5. 0 ! Yellow/A- 5. 0 5. 0 Lost Time 4. 0 - | Lost Time 4. 0 4. 0 Cycle Length: 90. 0 secsPhase combination order : #1 #5 #6 _______________________________________________________________________ Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS _____ ____ _______ _____ _____ _____ ___ EB LTR 352 1666 0. 40 0. 21 23. 6 C 23. 6 C WB LTR 317 1502 0~45 0. 21 24. 2 C 24. 2 C NB L 191' 1912 0. 32 0. 10 29. 0 D 10. 4 B T 2090 3762 0. 49 0. 56 9. 5 B R 951 1711 0. 06 0. 56 7. 0 B ' SB L 179 1787 0. 16 0. 10 28. 2 D 9. 1 B TR 2074 3734 0. 32 0. 56 8. 2 B Intersection Delay = 11 ' 8 sec/veh Intersection LOS = B Lost Time/Cycle, L = 12. 0 sec Critical v/c (x) = 0. 463 ----------------------------------------_______________________________ -42- B0~ K120 C3y' 12 I?8h11h?1 ; 2; 3; 4; 5; 6; 710 L22; 23; 24; 25; 27; 28m QUEELBGTH ANALYSIS METHODOLOGY Offered By John Vavari in Job Name: Lixkwood Manufacturing The New England Ckmnicle/ Job # : 94150.000 Vol. 30, No 2, Location: US Route 5 @ Strong Road ANALYSIS PERIOD: A.H. Peak Hour Condition Analyzed; 1995 Background Traffic Analysis Date : l9-Oct-94 _____________________________________________________________________________ SUHMARY REPORT + + + + + + + 1+ + + INPUT DATA + NORTHBOUND + SOUTHBOUN8 + EASTBOUND + WESTBOUND + + LEFT THRU RIGHT + LEFT THRU RIGRT + LEFT , THRU RIGHT + LEFT THRU RIGHT + [DEAL SAT FLOW, YPH + 1912 3762 1711 + 1787 3745 O + V 1676 V + V 1599 V + NUM8ER OF LANES/ n + 1 2 1 + l 2 0 + V l 0 + V 1 0 + SPEED, S (mph) + 45 45 45 + 45 45 V + V 35 V + V 35 V + g/C RATIO FROM HCS + 0.100 0.560 0.560 + 0.100 0.560 V.0OV + V.VV0 0.210 0.000 + 0.000 0.210 0.000 + CYCLE LENGTH, C (sec) + 90 90 90 + 90 90 .V + V 90 0 + O 90 V + FLOW RATE IN T/ (vph) + 39 373 24 + 21 1024 V + 0 48 0 + O 169 V + LENGTH OF VEHICLE (j) + 25 25 25 + 25 25 V + V 25 0 + V 25 V + + + + + + + No = AVG. overflow queue + 0.0 0.0 V.V + V.V 0.0 ERR + ERR 0.0 ERR + ERR 0.0 ERR + K = Queue length, q*r+No + 0.9 4.1 0.3 + 0.5 11.3 [RR + ERR 0.9 ERR + ERR 3.3 ERR + Nb = Back Queue, N/(l-(j/v)qL)+ 0.9 i2 12 + 0.5 11.9 [RR + ERR 1.0 ERR + ERR 3.4 ERR + Ns = Max Back Queue/ N/(1-y) + 0.9 4.6 0.3 + 0.5 15.5 ERR + ERR 1.0 ERR + ERR 3.7 ERR + Hc ` 2*Nb + i.8 8.4 15 + 0.9 23.8 8KK + ERR 1.9 ERR + ERR 6.8 ERR + Sr = Wc/n ' + 44.l 104.6 13.2 + 22.7 297.6 ERR + ERR 47.7 ERR + ERR 170.8 ERR + + + + + + Sc = Longer of the through or + 104.6 104.6 + 297.6 ERR + ERR ERR + ERR ERR + turning lone + + + + + + + + + + + + + + + STORAGE PROVIDED + V V O + 0 V V + O V 0 + O V 0 + - - ' ~ ' 43_ - 80 02V C3y' 12 1')8N111h?1/2/2/4/5/6}710 L22;23/24/25!2 28� QUEUE LENGTH ANALYSIS METHODOLOGY O/fored By John Yaeri in Job Name: Linkxood Manufacturing The New England Chronicle, Job # 94150.000 Vol. 30, No 2. Lmotion: US Route 5 @ Strong Road ANALYSIS PERIOD: P.M. Peak Hour Condition Analyzed: 1995 Badgmund Traffic Analysis Data ; 19-[kt-94 '-------------------------------------------------------------------------- SUMMARY REPORT + + + + + + + + + + INPUT DATA + NORTHBOUND + SOUTHDOUND + EASTBOUND + WESTBOUND + + LEFT THRU RIGHT + LEFT THRU RIGHT + LEFT THRU RIGHT + LEFT THRU RIGHT + !DEAL SAT FLOW/ VPH + 1912 2762 l71l + l787 3756 V + V 1717 � + V 1562 V + NUMBER OF LANES, n + l 2 l + \ 2 V + V l V + V 1 V + SP[[D/ S (mph) + 45 45 45 + 45 45 O + V 35 0 + V 35 V + g/C RATIO FROM HCS + 0.100 V.560 V.560 + 0,NV 0.560 0.V00 + V.VVO 0.210 0.000 + 0.000 0.210 O.0VV + CYCLE LENGTH. C (sec) =+ 9V 90 901 + 90 90 V + V 90 V + V 90 V + � FLOW RATE IN Tf (vph) + 39 932 54 + 2B 574 V + O 86 V + O 132 O + Y[ 5 25 + 525 25 V +LEN8TH OF HCLE + 25 V 0 + 0 25 V + + + + + + + Nh = Back Queue, N/(�-(j/v)qL)+ 0.9 �V.O 0.6 + 0.6 6.5 CAT, ERR 1.7 ERR + [RR 2.7 [RR + Hm = Max Back Queue' N/(1-y) + 0.9 13.6 0.6 + 0.6 7.5 ERR + ERR 1.8 ERR + ERR 2.8 ERR + Hc = 2*Nh + 1.8 21.6 1.2 + 1.3 13.0 [R8 + ER8 3.4 ERR + ERR 5,3 [R8 + Sr = i*Nc/n + 44.1 26 9.5 29.9 + 3}.6 l62.8 EOR + ERR D5.9 [RR + ERR 122.7 [RR + ' Sc = Longer of the through or + 269.5 269.5 + 1'2.33 ERR + ERR ERR + ' ERR ERR + tumioy laoo + + + + + + + + + + + + + + + STORAGE PROVIDED + 0 V + O V 0 + O V V + O V V + - ' _ —44— r) ir'.G�T ?1r T'iuhl1 6`'1Q ,�, :4 2 ,• c.'?i;2 3(f ..) •J J.i Yr , rf 22 Jr rJ,r: QUEUE LENGTH ANALYSIS METHODOLOGY Offered By Jahn Vavari in Tub Name: Linkwood Manufacturing The New England Chrcrntcle, :cab # . .'150.000 VC,1. 30, No 21 Location: US Route 5 @ Strong Road i'N'LYSIS '- 10D: P.M. Peak. Hour CondiIiun Analy7.d: 1995 Combined Traffic Analysis Date 19-Oct-94 --------------------------------------------------------------------------------------------------------------------------- SUMMARY REPORT + + + + INPUT DATA + NORTHBOUND + SOUTHBOUND + EASTBOUND + WESTBOUND + + LEFT THRU RIGHT + LEFT THRU RIGHT + LEFT THRU RIGHT + LEFT THRU RIGHT + 111'EAL SAT FLOW, 'KPH + 191'2 3762 1711 + 1797 3734 0 + 0 1666 0 + 0 1502 0 + NUMBER OF LANES, n + 1 ? 1 + 1 2 0 + 0 1 0 + 0 1 0 + SPEED, S (mph) + 45 45 45 + 45 45 0 + I} 35 0 + 0 35 0 + Q/r RATIO FROM HCS + 0.100 0.560 0.560 + 0.100 0.560 0.000 + 0.000 0.210 0.000 + 0.000 0.210 0.000 + CYCLE LENGTH,. ,_ .sec? + 90 '0 90 + r+0 90 0 + 0 rl0 0 + 0 ?0 0 + FLOW RATE IN Tf (vph) + 5'9 932 `4 + 28 5'99 0 + 0 133 0 + 0 136 0 + LENGTH uF VEHICLE f ? + 2 2` "C + 0 l 5 J �.J �J iJ O + 25 0 + � � + + + + + + + + + + + + No = AV R. everf1Ow queue + 0.0 0 0.0 + 0.0 0.0 ERR + ERR 0.0 ERR + ERR 0.0 ERR + N = Uueue length, q*r+No + 1.3 i0.3 0.6 + 0.5 6.5 ERR + EP.R 2,6 ER'R + EFtR 2.7 ERR + Nb = Back Queue, N/(1-(j/v)qL)+ 1.3 10.3 0.6 + 0.6 6.8 ERR + ERR 2.r' ERR + ERR 2.7 ERR + NM = Max Back Queue, N/iI-y? + 1.4 13.6 0.6 + 0.5 7.8 ERR + ERR 2.9 ERR + ERR 3.0 ERR + Nc = 2INb + 2.7 21.6 1.2 + 1.3 13.6 ERR + ERRS.3 ERR + ERR 5.5 ERR + Sr = .;*Nc/n + 66.3 269.5 29.9 + 31.6 170.1 ERF + ERR 133.7 ERR. + ERR 136.8 ERR + 5c = Longer of the through or + 259.5 269.5 + 170.1 EF.F,' + ERR ERR + ERR ERF, + turning lane + + + + + STORAGE PROVIDED + 0 0 0 + 0 0 0 + 0 0 0 + 0 0 0 + -45- ;4 ii0h::h ., .; ..,,o l }i (i C.::,i�,G9r.•1r_ri�om QUEUE LENGTH ANALYSIS METHODOLOGY Offered By John Vatvari in Job Name: Linkwood Manufacturing The New England Chronicle, Tob 4 94150.000 Voi. 30, No 2. Location: US Route 5 @ Strang `c,.-d ANALYSIS PERIOD- A.M. Peak Hour oidition Analyzed: 1';95 Combined Traffic Analysit Date IS-Oct-94 --------------------------------------------------------------------------------------------------------------------------- SUMMAr°Y REPORT + + + + T INPUT DATA + NORTHBOUND + SOUTHBOUND + EASTBOUND + WESTBOUND- + + LEFT T,,U RIGHT + LEFT THRU RIGHT + LEFT THRU RIGHT + LEFT THRU RIGHT + 1DEAL SAT FLOW, 'YPH + 1912 376- 1/11 + 1731 372 0 + 0 1697 0 + 0 1599 0 + NUMBER OF LANES, n + 1 � i + 1 2 0 + 0 1 0 + 0 1 0 + SPECD, '.mph% + 45 Y5 45 + 45 45 0 + 0 35 0 + 0 35 0 } D,,- o + O.IOQ 0.560 0.560 + 0.100 0.560 0.000 + 0.000 0.210 0.000 + 0,000. 0.210 0.000 + VC �H;19 FROM HCS CYCLE LENGTH, + 90 9� 90 + r+0 90 0 + 090 0 + 0 ;+� 0 + FLOW RATE IN Tf (vph) + 69 373 24 + 31 1061 0 + 0 54 0 + 0 176 0 + LENGTH OF '."CHICLE j) + .5 2y5 25 + 25 ?5 + 0 5 0 + 0 35 0 + + No = AVG. overflow queue + 0.0 0.0 0.0 + 0.0 0,0 ERR + ERR 0,0 ERR + ERR 0.0 ERR + N = Queue length, q*r+No + 1.6 4.1 0.3 + 0.5 11.7 ERR + ERR 1.1 ERR + ERR 3.5 ERR + Nb = Back Queue, N/(l-(jl4')gL}+ 1.6 4.3 0,3 + 0.5 13.4 ERR + ERR 1.1 ERR + ERR 3.6 ERR + Na = Max Back Queue, N/(I-y) + 1.6 4.6 0.3 + 0.5 16.3 ERR + ERR 1.1 ERR + ERR 3.9 ERR + Nc = 3'Nb + 3.1, 3.4 0.5 + 0.9 24,7 ERR + ERR .1 ERR + ERR 7.1 ERR + Sr = j�Nc/n + 78.2 104.6 13.E + '^.7 309.0 ERR + ERR 53.7 ERR + ERR 178.0 ERR + + + + + + Sc = Longer of the through or + 104.6 104.6 + 309.0 ERR + ERR ERR + ERR ERR + + + + + turning lane, + + + + + + STOP,AGC PROVIDED + 0 0 0 + 0 0 0 + 0 0 0 + 0 0 0 + -46- MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C . Iazzetta, Town Engineer RE: LINKWOOD MANUFACTURING PHASE II -r-36P DATE: October 25 , 1994 We have reviewed the revised drawings dated 10-17-94 for the proposed Linkwood Manufacturing Phase II Site Plan and have the following comments : General 1 . The sanitary sewer conection fee for this phase will be $29 , 660 . 00 . 2 . The stormwater runoff from Strong Road currently goes into this site. a. Applicant should make provisions to handle this flow. b. The Town of South Windsor will need rights to drain across this property. Drainage Calculations 1 . Town of South Windsor Public Improvement Specifications require the following information for detention basins: a . Time which is required for the facility to drain to pre-storm discharge elevation. b. Methods employed to avoid clogging the discharge structure . 2 . Outlet structure does not employ a staged discharge. a . How will the discharge be limited to that shown in calculations . ider b standarntoutlet sholdscoucture inep _lace of the of tone 1proposed (see attached) . Sheet S-2 1 . Quit claim deed will be required to establish the street line along Strong Road. 2 . An A-2 survey is required. Sheet S-4 1 . A toe wall 42" below grade should be provided for the Flared Ends to prevent frost heaving and should be doweled together. 2 . Note indicating " . . . in accordance with Town of Bloomfield Standards and Connecticut DOT Form 813 . . . " should read Town of South Windsor and Form 814 as amended. Sheet S-5 1 . The detention basin outlet structure should be self cleaning. 2 . Same as comment #1 , Sheet S-4 . STATE OF CONNECTICUT MEMBERS STATE TRAFFIC COMMISSION commissioner of Transportation DEPARTMENT OF TRANSPORTATION Commissioner of Public Safety 2900 BERLIN TURNPIKE, P.O. BOX 317546 Commissioner of Motor Vehicles NEWINGTON, CT 06131-7546 Phone 203) 594-3020 October 28 , 1994 Mr. Frederick A. Hesketh, P.E. F.A. Hesketh Associates, Inc. 101 Millbrook Common Bloomfield, CT 06002 STC# 132-9410-01 Dear Mr. Hesketh: Subject: Town of South Windsor Linkwood Manufacturing Certificate Application The Application for Certificate and supporting data submitted pursuant to Section 14-311 of the General Statutes of Connecticut, received October 28, 1994 will be reviewed by the Department of Transportation. you will be advised by this office if additional information is required. Should you have any questions regarding the technical review, you may contact mr. William A. Peace (594-2740) at the Division of Traffic Engineering. Upon completion of the review, a report will be prepared for presentation to the State Traffic Commission. The owner, town officials and you will be advised of the subsequent action of the Conu-nission. Very truly yours, Richard i . Howard, P.E. Executive Director cc: Sergeant Gerald S. Lewis Mr. John C'ol Mr. Richard J. Porth An Equal Opportunity Employer Printed on recycled or recovered paper " SENDER: I • Complete items 1 and/or 2 for additional services. I 8180 Wish t0 r8C@IVB the A a • Complete items 3,and 4a&b. following services (for an extra o • Print your name and address on the reverse of this form so that we can fee): return this card to you. 30 • Attach this form to the front of the mailpiece,or on the back if space 1. ❑ Addressee's Address ( ID does not permit. • Write"Return Receipt Requested"on the mailpiece below the article number. 2. El Restricted Delivery • The Return Receipt will show to whom the article was delivered and the date C delivered. Consult postmaster for fee. E 1 �° cc 3. Article Addressed to: 4a. Article Number C I P 094 595 362 ' FRANK tBORAWSKI 4b. Service Type o j NE PDS ENGINEERING & CONSTRUCTION ❑ Registered ❑ Insured 107 OLD WINDSOR ROAD (W Certified ❑ COD .S fLu n BLOOMFIELD CT 06002 ❑ Express Mail ❑ Return Receipt for 5 I cc ' Merchandise C I 7. Date of DeHvery ► 01 ddress 5. Sign ture (Addressee) 8. Addressee's A (Only If requested w ( D and fee is paid) W � i 6. Signatur (Agent) p PS Form 3811, December 1991 it U.S.d.P.O.:1992-307-530 DOMESTIC RETURN RECEIPT 1 UNITED STATES POSTAL SERVICE Official Business PENALTY FOR PRIVATE USE TO AVOID PAYMENT U.S.MAIL OF POSTAGE,$300 Print your name, address and ZIP Code here IWA/CC, TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE 94-36P SOUTH WINDSOR CT 06074 ji II:FFFIiHIIF.FIF,,I:IFllid Ill,F:I1 till A III III!HIM Idill OCT 2.7 � g r LEGAL .NOTICE. TO BE PUBLISHED IN THE JOURNAL INQUIRER WEDNESDAY, NOVEMBER 2, 1994 SOUTH WINDSOR - IWA/CC At the October 26, 1994 regular meeting the C ission voted to take the following action: 1 . Approve appl #94-36P, Linkwood Furniture, Inc. Phase II - IWA/CC permit for the installation of 85 ' of 12" RCP in a regulated area on property located on the westerly side of John Fitch Blvd- and northerly of Strong Rd', I zone Dated at South Windsor, CT this 27th day of October, 1594 Elizabeth A. Warren, Chairman LETTER OF TRANSMITTAL PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 ( 203 ) 644-2511 DATE 3 TO: e �► s NOV 1 5 1994 YVINOWR V • �ENG.DEP'f. 0 WE ARE SENDING YOU: j - - P & Z initial plans ' Drainage comps P & Z final plans Bond estimate requests Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other Correspondence Copies .. Appl . No. Pro 'eqt C �i THESE ARE TRANSMITTED as checked below: xFor review and comment For your file For your use Returned with revisions As requested Other PLEASE RETURN/COMMENT BY: COMMENTS: n Copy to: From: / (/ "/'� ib 041N SF,<� U 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 AREA CODE 203/644-2511 �SOR•co November 15, 1994 Frank C. Borawski, P.E . PDS Engineering & Construction Inc . 107 old Windsor Road Bloomfield, CT 06002 Re : Connection of floor drains in kilns at Linkwood Manufacturing Dear Mr. Borawski : The South Windsor Water Pollution Control Authority, at its regular meeting on November 15, 1994, approved of floor drains in the kilns at Linkwood Manufacturing, John Fitch Boulevard as detailed on the map entitled Linkwood Manufacturing, John Fitch Boulevard, South Windsor - Phase I Site Plan, Dated 3/28/94 and subject to the following conditions : 1 . Town Engineering technical approval obtained; 2 . Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer has been installed and inspected by the Town staff, and based upon the written verification of the Town staff that said sanitary sewer was installed by the developer in substantial conformance with the design plans previously approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction; and TOWN OF SOUTH WINDSOR ID : 203-644-3781 NOV 17 ' 94 11 : 19 TRRh4SM I T COI'-4F I RMRT ION REPORT NO . 005 RECEIVER 203 242 8586 TRANSMITTER TOWN OF SOUTH WINDSOR DATE NOV 17 '94 11 : 19 DURATION 00 '37 MODE STD PAGES 01 RESULT OK ASpWN Sf, o . E �s � U 1540 SULLIVAN AVENUE SOR,CON SOUTH yti/INDSOR, Cp►�( 6p74 AREA CODE 203/644„2511 \�'3 NOYNovember 18, 9S'41 �1 19g4 Frank Borawski PDS Engineering & Construction Company y ` tq 107 Old Windsor Road Bloomfield € '��� CT 06002 CERTIFIED MAIL Dear Mr. Borawski : Re: Appl #94-26P, Linkwood Furniture, Phase II We are pleased to advise voted on November 15 you that the Planning & Zoning above-referenced application, 1994 to approve with modifications thelocated on the westerly for a Site Plan Of Development on Of Strong Road side of John Fitch Boulevard and northerly side Construction d, I zone as shown on plans prepared b i side subject to the followny ing modnd ificationber 14 , 1994 • by ngineering & approval is 1 • Prior to commencement of any site work, a meeting must with Town Staff . g t be held 2 • NO building permit will be issued until the final my 1ars have been filed in the Town Clerk's Office. 3 • This application is subject to the conditions of a Inland Wetlands Agency/Conservation Commission in the amount of approval of the $5, 000 . , including a bond 4 • An as-built plan is required prior of a of Occupancy per Section 4 . 13 . 10oftthesZoning Regulationsicate 5 • Footing drains are required if the building has a base 6 • A landscape bond in the amount of ment . s submitted prior to filing of mylars ' 000 is required and must be 7 • All plans used in the field by the develo er m ust bear and authorized signature of the Town of South Windsor. the stamp 8 . Engineering Comments from Jerry October 25, 1994 must be addressedztotta, Town Engineer his satisfaction . dated 9 • Parking waiver of 121 spaces has been granted. Black and white transparent mylars of Sheets #1, 2, & 3 with the above modifications , together with three blueprint copies of the en tire set Frank Borawski Appl #94-36P - 2 - November 18 1994 Of plans (including architectural elevations must be submitted to this g Commission within 30 days to be stamped and signed. approval of this Commission The letters of as the Inland We Agency/Conservation Commissions must be reproduced onttheds After the mylars have been signed mylars . returned to you for filing in the Office ofmthesToown Clerk ww thin 90 days . After filing these plans, a copy of the receipt must be submitted to the Plannin g Department. Very truly yours, PLANNING & ZONING COMMISSION Frank A. Castro, Vice Chairman FAC/pmm cc: Town Engineer Chief Building Official Assessor Supt . of Pollution Control Fire Marshal Brian Lyman, P 0 Box 356, East Windsor Hill, CT 06028 1 ; NOV 7 1994 LEGAL NOTICE TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, NOVEMBER 19 , 1994 SOUTH WINDSOR - PLANNING & ZONING COMMISSION At its November 15 , 1994 Regular Meeting, the Commission voted to take the following action: 1 . Approve with modifications appl #94-36P, Linkwood Manufacturing, Phase II - Site Plan of Development on property located on the westerly side of John Fitch Blvd and northerly side of Strong Rd, I Zone 2 . Approve appl #94-43P, Bruce R. Cutler - Special Exception to Article 4 . 2 . 8 . 6a of the Zoning Regulations to allow horses on property located on the southerly side of Deming St and easterly side of Buckland Rd, AA-30 zone 3 . Approve the callings/settings/reductions of certain bonds Frank A Castro, Vice Chairman i' o SENDER: I also wish to receive the • Complete items 1 and/or 2 for additional services. • Complete items 3,and 4a&b. following services (for an extra v • Print your name and address on the reverse of this form so that we can fee): return this card to you. m • Attach this form to the front of the mailpiece,or on the back if space 1. El Addressee's Address N E does not permit. p i • . Write"Return Receipt Requested"on the mailpiece below the article number. Z, ❑ Restricted Delivery m •L+ • The Return Receipt will show to whom the article was delivered and the date Consult postmaster for fee. c delivered. 3. Article Addressed to: 4a. Article Number c P 094 595 364 i FRANK BORAWSKI 4b. Service Type $ PDS ENGINEERING & CONSTRUCTION [IRegistered El insured J ca 107 OLD WINDSOR ROAD Certified ❑ COD y ❑ Express Mail ❑ Return Receipt for = 1 LU BLOOMFIELD, CT 06002 Merchandise o C 7, Date of elivery a t /�. zcc 5. ignature (Addr ee) 8. Addressee's Address(On y if requested and fee is paid) C W H 6. Signature (Agent) PS Form 11, December 1991 it U.S.G.P.O.:1992-307-530 DOMESTIC RETURN RECEIPT i UNITED STATES POSTAL SERVICE Official Business PENALTY FOR PRIVATE USE TO AVOID PAYMENT UMMAIL OF POSTAGE,$300 Print your name, address and ZIP Code here 94-26P PZC - TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 R� STATE OF CONNECTICUT MEMBERS ) d ' STATE TRAFFIC COMMISSION Commissioner of Transportation �� DEPARTMENT OF TRANSPORTATION Commissioner of Public Safety 2800 BERLIN TURNPIKE, P.O. BOX 317546 Commissioner of Motor Vehicles NEWINGTON, CT 06131-7546 P{ione: (203) 594-3020 Ivoveirber 28, 1994 �;�cEivEO Link Corporation P.O. Box 356 NOV 3 0 1994 eA East Windsor Hill, CT 06028 SO.WINDSOR �.. PLANNING DEPL V Gentlemen: Subject: Town of South Windsor " Linkwood Ntanufacturing Certificate No. 1240' and Traffic Investigation Report No. 132-9410-01 detailing conditions of the Certificate approved at the November 23, 1994 meeting of the State Traffic Commission are enclosed. Additionally, enclosed are procedures for filing Certificates on land records, to satisfy Condition No. 5 . Very truly yours, Richard J. Howard, P.E. Executive Director Enclosures cc: Sergeant Gerald S. Lewis Mr. John Collins Planning & Zoning_ Comaissior. 1vIr. Frederick A. Heskczh, P.E . Mr. Richard J. Porch .An Equal Opporruma =rnpiover .rintrd on rccvc+rd , r...r._ ,aprr STATE OF CONNECTICUT MEMBERS STATE TRAFFIC COMMISSION Commissioner of Transportation DEPARTMENT OF TRANSPORTATION Commissioner of Public Safety 2800 BERLIN TURNPIKE, P.O. BOY 317546 Commissioner of Motor vehicles NEWINGTON, CT 06131-7546 Phone: 594-3020 ISSUED November 23 , 1994 CERTIFICATE NO. 1246 ISSUED TO: Link Corporation P.O. Box 356 East Windsor Hill, CT 06028 FOR: Linkwood Manufacturing Lot #11 Strong Road Town of South Windsor pursuant to Section 14-311 of the General Statutes of Connecticut, as revised, and the Regulations of the Stale Traffic Colluuission. The applicant is hereby ordered to comply with the conditions and requirements as set forth in the attached report and plans. Failure to comply with all conditions and requirements will constitute sufficient basis for revocation of the Certificate. NO PERSON SHALL OPERATE THE DLVELDj?i-,L'1VT OR ""Ny PORTION THEREOF UNTIL SUCH TI14E AS THE APPLICAi\I'2 ririS CO,,iP LIED t=h rlhE hi30VE UNLESS PERMISSION HAS BEEN REQUESTED AND RECEIVED FRGivi ThE STATE TRAFFIC COI4iv1ISSI0N TO OPERATE PRIOR TO COiviPLETION Or THE CONDITIONS AND REQUIREMENTS. THIS CERTIFICATE WILL EMPIRE ONE ( 1) YEAR FROM THE DATE ISSUED UNLESS ALL CONDITIONS AND REQUIREMENTS ARE COAPLIED WITH WITHIN THAT PERIOD OR PERMISSION IS REQUESTED AND OBTAINED FORrii THE STriTE TRAFFIC COVaAISSIOA TO EXTEAD THE EXPIRi-ITION DATE. Upon due notice from this Voi:,vj15. ion, Ln1S � c�Liii .aLB iitay be reviewed and modifi8d or r8vokc8 in th m. 1:7L:_cast o:L public safety. Richard J. Uloward, P.E. Executive Director 9n Equal Opporruniry Emclover P—rea - rrcvtlea :aprr Report yiu (Kevin) K. Ng State of Connecticut STC No. 132-9410-01 By: Department of Transportation 132-210 Traffic Investigation Loc.No. 11/94 Report To The Date: State Traffic Commission Date to ST(' Received by S.T.C. Checked James M. Jurczyk Town South Windsor By: Location Date NU'i 6 8 199t Route 5 at Strong Road Approved by S.T.C. Date: 11/94 NOV 2 3 1994 Date Requested By S.M. No. Link Corporation " See Previous STC Report How Requested p Executive Director plication No. Date 10/94 Recommendations: in accordance with section 14-311 of the Connecticut General Statutes, as revised, it is recommended that the State Traffic Commission issue a certificate to Linkwood Manufacturing, located on the west side of Route 5, in the Town of south Windsor, stating that the operation thereof will not imperil the safety of the public based on the following conditions: The conditions are based on and refer to the developer's plan entiplantlpaby F.AS1gningi and Hesketh & Associates,ent ainc. andldated Octobern20, 1994cale and P prepared y revised on November 11, 1994. Conditions: 1. That two proposed access drives to strong Road be constructed, as shown on the above-referenced plan. 2. That the 365 ft or more of clear sight line to the east and west be provided and maintained from the proposed site access drives to Strong Road, measured at a point 20 feet back from the edge of roadway. 3. That a "stop" sign and stop bar be installed and maintained on the proposed access drives, as shown on the above-reference plan. 4. That all signs and pavement markings conform to the standards contained in the latest edition of the "Manual on Uniform Traffic Control Devices for the streets and Highways." 5. That within Sixty (60) days of the issuance of the certificate, a copy thereof together with this report be recorded on the municipal land records in accordance with the attached procedure. Page 1 of 4 Division of Traffic Engineering Bureau of Engineering And Highway Operations Report of Findings Linkwood Manufacturing Route 5 (John Fitch Boulevard) Town of South Windsor Site Description: Linkwood Manufacturing is proposed to be located on the west side of Route 5 (John Fitch Boulevard) in the Town of South Windsor. The development will contain 116,000 sq ft. of retail, distribution center and office space. The development will have 144 parking spaces, along with eight handicapped parking spaces (total 152) . There will be no access drives onto Route 5. Route 5 (John Fitch Boulevard) Route 5 generally runs north to south and is a four-lane divided roadway with a median divider. Left-turn lanes are provided at most of the key intersections. Route 5 experiences a flat grade and a straight horizontal alignment within the proposed development. The posted speed limit is 50 mph and the 85th percentile speeds are 59 mph and 55 mph northbound and southbound, respectively. The 1993 ADT was 22,200 vehicles. Strong Road: strong Road is a town-owned, two lane bidirectional roadway approximately 30 feet in width. Strong Road and Route 5 form a four-way intersection controlled by a traffic control signal. Linkwood Manufacturing will have two access driveways onto Strong Road. Traffic Generator: It is anticipated that the site will generate approximately 551 vehicles per day with 37 vehicles from the north and 30 vehicles from the south entering the site on Route 5 during the a.m. peak hour. The p.m. peak hour volumes exiting the site will be 24 northbound and 19 vehicles southbound on Route 5. The volume have been approved by the Bureau of Planning. Accident Experience: The latest available accident experience for the three-year period from January 1, 1991 to December 31, 1993 was reviewed . Twelve accidents (one- fixed object, seven rear-end, one head-on turn, one turn intersecting path, one sideswipe and one back-up type) occurred at the intersection of Route 5 and Strong Road. Proposed Proiects by the Department of Transportation: There are no projects proposed by the Department of Transportation that have any effect on traffic in the area. illumination- There is illumination on Route 5 in the vicinity of Strong Road. Developer's Recommended Improvements: 1. To construct three access points onto Strong Road. 2. Install "Stop" sign and stop bar at all proposed access drives. Page 3 of 4 �. do O rV o ,ommended Improvements: CQII 4p by o -eying agrees with item no. 2 of �•. - recommends the aforementioned Q =' ~ �0� o 0 132-9410-01. mo a ed and approved _ roved by the Town the authorized representative o for the Town of south Windsor, S7.-. Page 4 of 4 F. A. HESKETH & ASSOCIATES, INC. 101 MILLBROOK COMMON • BLOOMFIELD,CT 06002 • (203)242-7755 • FAX(203)286-0287 December 2, 1994 Mr. Brian Lyman Link Corporation P.O. Box 356 East Windsor, CT 06028 RE: STC Certificate #1246 Link Wood Manufacturing Town of South Windsor Our File: 94150 Dear Mr. Lyman: On November 28, 1994, the State Traffic Commission advised you of the issuance of a certificate #1246 relative to the Link Wood Manufacturing facility on Route 5 in South Windsor. Please note Condition 5 of that certificate, which stated that a copy of the certificate and the report accompanying the certificate must be filed in the municipal land records within 60 days of the issuance of the certificate. Please accept this note as a reminder to insure that that filing is accomplished. Very truly yours, F.A. HESKETH & ASSOCIATES, INC. F Brick A. Hesketh, P.E. lt9/94150 traffic studies traffic engineering traffic planning STATE OF CONNECTICUT MEMBERS STATE TRAFFIC COMMISSION Commissioner of Transportation DEPARTMENT OF TRANSPORTATION Commissioner of Public Safety 2800 BERLIN TURNPIKE, P.O. BOX 317546 Commissioner of :Motor Vehicles NEWINGTON, CT 06131-7546 Phone: (203) 594-3020 1voveluber 28, 1994 Link Corporation P.O. Box 356 East Windsor Hill, CT 06028 Gentlemen: Subject: Town of South Windsor Linkwood Manufacturing Certificate No. 1246 and Traffic Investigation Report No. 132-9410-01 detailing conditions of the Certificate approved at the November 23, 1994 meeting of the State Traffic Commission are enclosed. Additionally, enclosed are procedures for filing Certificates on land records, to satisfy Condition No. 5 . Very truly yours, 4�'"o / Richard J. Howard, P.E. Executive Director Enclosures cc: Sergeant Gerald S. Lewis Mr. John Collins Planning & Zoning Conuuission Mr. Frederick A. Hesketh, P.E. Mr. Richard J. Porth An Equal Opportunity Employer Primed— rrcyclyd or rrcovrrrd papa STATE OF CONNECTICUT MEMBERS STATE TRAFFIC COMMISSION Commissioner of Transportation DEPARTMENT OF TRANSPORTATION Commissioner of Public Safety 2800 BERLIN TURNPIKE, P.O. BOX 317546 Commissioner of Motor Vehicles NEWINGTON, CT 06131-7546 Phone: 594-3020 ISSUED November 23 , 1994 CERTIFICATE NO. 1246 ISSUED TO: Link Corporation P.O. Box 356 East Windsor Hill, CT 06028 FOR: Linkwood Manufacturing Lot #11 Strong Road Town of South Windsor pursuant to Section 14-311 of the General Statutes of Connecticut, as revised, and the Regulations of the State Traffic Commission. The applicant is hereby ordered to comply with the conditions and requirements as set forth in the attached report and plans. Failure to comply with all conditions and requirements will constitute sufficient basis for revocation of the Certificate. NO PERSON SHALL OPERATE THE DEVELOPMENT OR ANY PORTION ThEREOF UNTIL SUCH TIME AS THE APPLICANT HAS COMPLIED WITH THE ABOVE UNLESS TRAFFIC COMMISSION TO OPERATE PRIOR O PE SBEEN REQUESTED AND RECEIVED ECOMPLETI OF FROM ON THE STTHE TRAFFIC CONDITIONS AND REQUIREMENTS. THIS CERTIFICATE WILL EXPIRE ONE ( 1) YEAR FROM THE DATE ISSUED UNLESS ALL CONDITIONS AND REQUIREMENTS ARE COMPLIED WITH WITHIN THAT PERIOD OR PERMISSION IS REQUESTED AND OBTAINED FORM THE STATE TRAFFIC COMMISSION TO EXTEND THE EXPIRATION DATE. Upon due notice from this C01aCLiS3iOn, this Certificate may be reviewed and modified or revoked in the iiItarest of public safety. Richard J. Howard, P.E. Executive Director An Equal Opportunity Emplover Printed on recycled or recovered paper Report Yiu (Kevin) K. Ng State of Connecticut STC No. 132-9410-01 By: Department of Transportation 132-210 Traffic Investigation Loc. No. Date: 1 1/94 Report To The State Traffic Commission Date to STC Checked Received by S.T.C. James M. Jurczyk Town South Windsor By: Location Date Nov i 6 1994 Route 5 at Strong Road Date: 1 1/94 Approved by S.T.C. Date WV 2 3 1994 Requested By � S.M. No. AU Link Corporation See Previous STC Report How Requested pplication Executive Director No. Date 10/94 Recommendations: In accordance with section 14-311 of the Connecticut General Statutes, as revised, it is recommended that the State Traffic commission issue a certificate to Linkwood Manufacturing, located on the west side of Route 5, in the Town of South Windsor, stating that the operation thereof will not imperil the safety of the public based on the following conditions: The conditions are based on and refer to the developer's plan entitled, "Roadway, signing, and Pavement Markings-Link corporation,"- 40-scale plan prepared by F.A. Hesketh & Associates, Inc. and dated October 20, 1994 and revised on November 11, 1994. Conditions: 1. That two proposed access drives to strong Road be constructed, as shown on the above-referenced plan. 2. That the 365 ft or more of clear sight line to the east and west be provided and maintained from the proposed site access drives to strong Road, measured at a point 20 feet back from the edge of roadway. 3. That a "Stop" sign and stop bar be installed and maintained on the proposed access drives, as shown on the above-reference plan. 4. That all signs and pavement markings conform to the standards contained in the latest edition of the "Manual on Uniform Traffic control Devices for the Streets and Highways." 5. That within Sixty (60) days of the issuance of the certificate, a copy thereof together with this report be recorded on the municipal land records in accordance with the attached procedure. Page 1 of 4 Division of Traffic Engineering Bureau of Engineering And Highway Operations south Windsor STC No. 132-9410-01 6. That the State Traffic Commission reserves the right to require additional improvement or changes as deemed necessary, due to the development's traffic in the future. The cost of any additional improvements or changes shall be borne by the owner of the development. The above conditions were reviewed with Sgt. Gerald S. Lewis, representing Police Chief Gary K. Tyler, Legal Traffic Authority for the Town of South Windsor, on November 16, 1994 and he concurred. Mr. Frederick A. Hesketh of F.A. Hesketh & Associates, Inc., the developer's authorized representative, was informed of the above on November 16, 1994 and he concurred with all the recommendations with the exception of item no. 6. Page 2 of 4 Report of Findings Linkwood Manufacturing Route 5 (John Fitch Boulevard) Town of south Windsor Site Description: Linkwood Manufacturing is proposed to be located on the west side of Route 5 (John Fitch Boulevard) in the Town of south Windsor. The development will contain 116,000 sq ft. of retail, distribution center and office space. The development will have 144 parking spaces, along with eight handicapped parking spaces (total 152) . There will be no access drives onto Route 5. Route 5 (John Fitch Boulevard) Route 5 generally runs north to south and is a four-lane divided roadway with a median divider. Left-turn lanes are provided at most of the key intersections. Route 5 experiences a flat grade and a straight horizontal alignment within the proposed development. The posted speed limit is 50 mph and the 85th percentile speeds are 59 mph and 55 mph northbound and southbound, respectively. The 1993 ADT was 22,200 vehicles. Strong Road• Strong Road is a town-owned, two lane bidirectional roadway approximately 30 feet in width. Strong Road and Route 5 form a four-way intersection controlled by a traffic control signal. Linkwood Manufacturing will have two access driveways onto Strong Road. Traffic Generator: It is anticipated that the site will generate approximately 551 vehicles per day with 37 vehicles from the north and 30 vehicles from the south entering the site on Route 5 during the a.m. peak hour. The p.m. peak hour volumes exiting the site will be 24 northbound and 19 vehicles southbound on Route 5. The volume have been approved by the Bureau of Planning. Accident Experience: The latest available accident experience for the three-year period from January 1, 1991 to December 31, 1993 was reviewed . Twelve accidents (one- fixed object, seven rear-end, one head-on turn, one turn intersecting path, one sideswipe and one back-up type) occurred at the intersection of Route 5 and Strong Road. Proposed Proiects by the Department of Transportation: There are no projects proposed by the Department of Transportation that have any effect on traffic in the area. Illumination• There is illumination on Route 5 in the vicinity of strong Road. Developers Recommended Improvements: 1. To construct three access points onto Strong Road. 2. Install "Stop" sign and stop bar at all proposed access drives. Page 3 of 4 Division of Traffic Engineering's Recommended Improvements:_ The Division of Traffic Engineering agrees with item no. 2 of developer's recommended improvements and also recommends the aforementioned conditions of State Traffic Commission Report no. 132-9410-01. The internal circulation has been reviewed and approved by the Town of South Windsor. The Division of Traffic Engineering, the authorized representative for the developer and the Legal Traffic Authority for the Town of South Windsor, are all in agreement with the above items. Page 4 of 4 D 0 N 0 T R E C O R D T H I S P A G E PROCEDURE FOR FILING CERTIFICATES AND TRAFFIC INVESTIGATION REPORTS ON LAND RECORDS Within sixty ( 60) days of the issuance of the Certificate, a copy thereof together with the Traffic Investigation Report is to be recorded, at no cost to the State of Connecticut, by the applicant on the land records of the municipality in which the parcel of land encompassed by the Certificate is located. Traffic Investigation Reports approved subsequent to the issuance of the Certificate are to be recorded in the same manner. If the subject premises are situated in more than one municipality, a duplicate original of the above document(s) must be recorded by the applicant, at no cost to the State of Connecticut, on the land records of each municipality. The municipality clerk shall list the "State of Connecticut" as the grantee of the Certificate in the municipal land record indices. A certified copy of the above document(s) evidencing the date of recordation must be delivered to the Office of The State Traffic Commission within the above specified sixty-day period. Failure to comply with the above will cause the Certificate to become invalid. January 1994 D 0 N O T R E C O R D T H I S P A G E LETTER OF TRANSMITTAL f PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 ( 203 ) 644-2511 DATE TO: WE ARE SENDING YOU: P & Z initial plans Drainage comps 74 P & Z final plans Bond estimate requests Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other Correspondence - Copies Appl . NO. Project s THESE ARE TRANSMITTED as checked below: a ° For review and comment For your i e For your use Returned h rc �C�di,gns As requested DEC Other 7 1994 y i PLEASE RETURN/COMMENT BY: DIEPr N COMMENTS: �. i i b r Copy to: From: 12II(o 4/P temo from TOWN OF SOUTH WINDSOR TOWN HALL SOUTH WINDSOR,CONN. 06074 F To Marcia A. Banach DATE Dec. 8 , 1994 Director of Planning L SUBJECT: LINKWOOD MFG. PHASE 2 SITE PLAN FOLD- There will be a preconstruction meeting for the above mentioned site plan on December 14 , 1994 at 9 :30 AM here at the Town Hall, Sprenkel Room. cc: M. Gantick, B. Davies, J. McCahill, K. Reichle, F. Shaw, L. Braddock, M. Stead, Bill, Lanning, Gerry Lewis ByZ- 1 . Town of South Windsor Public lmprovemen-c open-L 1La: 1 require the following information for detention basins : a . Time which is required for the facility to drain to pre-storm discharge elevation. Sheet S-2 1 . Quit claim deed will be required to establish the street line along Strong Road. 2 . An A-2 survey is required. Sheet S-4 1 . A toe wall 42" below grade should be provided for the Flared Ends to prevent frost heaving and should be doweled together. TOWN OF SOUTH WINDSOR ID : 203-644-3781 DEC 19 ' 94 12 :24 TRANSMIT CONFIRMATION REPORT NO . 002 RECEIVER 2036436313 TRANSMITTER TOWN OF SOUTH WINDSOR DATE DEC 19 '94 12 : 25 DURATION 04 ' 18 MODE STD PAGES 10 RESULT OK 4.lYteMO from TOWN OF SOUTH WINDSOR TOWN HALL SOUTH WINDSOR,CONN.06074 TO Marcia A. Banach DATE December 15, 1994 Director of Planning L -� SUBJECT: LINKWOOD - PHASE 2 FOLD- The preconstruction meeting for the above mentioned site plan has been rescheduled for December 21, 1994 at 10 :30 AM in the Sprenkel Room. cc: M. Gantick, B. Davies, L. Braddock, F. Shaw, K. Reichle, M. Stead, B. Lanning, G. Lewis, J. McCahill By 10 N SEq< o y 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 AREA CODE 203/644-2511 bSOR Co December 22, 1994 Frank Borawski PDS Engineering & Construction Company 107 Old Windsor Road Bloomfield, Ct 06002 Dear Mr. Borawski: Re: Preconstruction Meeting - Appl 94-36P, Linkwood Phase II IN ATTENDANCE Frank Borawski PDS Engineering & Constr 242-8586 107 Old Windsor Rd, Bloomfield Bill Jodice PDS Engineering & Constr 242-8586 107 Old Windsor Rd, Bloomfield Mel Stead Town of South Windsor 644-2531 Sgt . Gerald Lewis South Windsor Police Services 644-2551 Jerry Iazzetta Town of South Windsor 644-2511 , ext 245 Michele R. Lipe Town of South Windsor 644-25111 ext 252 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 lace prior to earth moving operations in each area and maintained/cleaned out during construction. Call the Zoning/Wetlands Enforcement Officer for inspection when measures are in place, prior to commencement of site work. 2 . All topsoil stockpile areas to be protected (ringed with haybales or equal) . 3 . During construction of the driveway a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel onto Strong Road. Calcium chloride or water is to be used for dust control as required. 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 Public Works Department is to be notified forty-eight ( 48 ) Frank A. Borawski - 4 - December 22 1994 Application #94-36P premises as a numbered structure are excluded. 3 . Erect temporary sign on the site during construction identifying the project . 4 . If an alarm is to be installed contact Agent Reed, Police Services regarding alarm ordinance and registration of the alarm. Building Department 1 . Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official . Very truly y urs, ,CCU A r- P Michele R. Lipe, AICP Assistant Planner/Analyst MRL/pmm cc : Jerry C . Iazzetta, Town Engineer Gerald Lewis, SWPS Karl Reichle, Public Works Mel Stead, Public Works George Parkhurst, CL&P Minh V. Le, SNET John R. Collins, Chief Building Official Fred Shaw, Superintendent of Pollution Control John E . McCahill, Zoning/Wetlands Enforcement Officer TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON e) �I OC�+ (n Phone No. . - O"7 JG001v Address C r>i�S �NC�.+���.,2�N�- ��avST l dSc/t p-d Site Name .jn�•�f1�1ci*o l ,�9Af►�>r l°� r,>,'1, pr;/t-S2 ZI P&Z No. q/4-34, P Owner ("-,r, r v.j Phone No. / Contractor tt -e>L i, c Fri r� �- �a�•s1'� v� r `'a.•, Signature of Owner. >,. —_ ' Date: /--Z 0--y _ Signature of Design Engr. Date: " S CHANGE: (Describe location and nature of change. Include Four (4 ) copies of plan/profile of Change. ) 1'if1�^ .1 WO G� C� ! X 4-U, 08U/60/ 'yG S F4 LC,.'t`L l�° � Ii� M �ttLi �yUr' cQt l/' ry /K ' !G'1 R s change required) Reason for Change: (Why i g q ) APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: �} � i' /�,� Z" bt ! ��ltc.. �c r� � �� � /�� l ���.R�,.C.(-G-y/-tr t f�--�t,G'C.� �'•,`�`.�( f/ I � r�r� r� „ •,f r?i{rnPN ; �!� ;�i t Yi f c-' �..i1: IC•fit^ �t , 'rY� �_r �f1-s tr`•/t l/i✓" ?;JC( 1 4 r°1..- White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department Lin Mailing Address: Box 356 WoodEast Windsor Hill, CT 06028 Furniture Mfg. Factory & Offices: 1390 John Fitch Blvd. South Windsor, CT D ,' Telephone (203) 528-9095 Fax (203) 282-1705 February 21, 1995 MAR 1 1995 South Windsor Planning & Zoning Commission Dear Sir/Madam; I am writing to notify you in accordance with the State of Connecticut Public Act 89-225 that on February 21, 1995, we have applied to the Connecticut Department of Environmental Protection for an Air Quality Permit to operate three existing spray finishing booths at our manufacturing plant located at 1390 John Fitch Boulevard, South Windsor. These specific booths have been on site since January 1991 having replaced booths lost in a fire that occurred in December 1990. The original spray booths had been operating on site since July 1987. Link Wood Furniture Manufacturing believes that these spray booths will have minor impact on air quality because the spray equipment used in these booths uses efficient high pressure airless and air assisted airless technology for finish application. If you have any questions about this application, please feel free to contact me at 203-528-9095 extension 326. SincerelyNours, Chris J. Paulhus Manager of Manufacturing Operations cc: see attached notification list permitap.wpd NOTIFICATION LIST Mr. Brian L. Lyman Mr. Robert Deptula Property Owner Town Sanitarian Strong Road S. Windsor, CT 06074 Ms. Betty Warren Chairperson Inland - Wetland Commission K F Brick, Inc. Property Owner 1440 John Fitch Blvd. Mr. Frank Castro S. Windsor, CT 06074 V. Chairman, Planning and Zoning Mr. Michael Belody Mr. John Collins Property Owner Chief Building Official 1370 John Fitch Blvd. S. Windsor, CT 06074 Town of South Windsor 1540 Sullivan Ave. Mr. Charles P. Clark S. Windsor, CT 06074 Property Owner 1395 John Fitch Blvd. S. Windsor, CT 06074 LETTER OF TRANSMITTAL PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 � I ( 203 ) 644-2511 DATE 1�s 2 3 TO: 1fk.�,(�a4e,�.�:� �Je 47 RECEIVED MAR 61996 SOUTH WINCSO t7Ja DEPT � WE ARE SENDING YOU: - P & Z initial plans Drainage comps _y P & Z final plans Bond estimate requests Inland Wetlands plans Bond reduction requests Final plans for fil 'ng Change order form Other a' wl ,; Correspondence Copies Appl . No. Pro 'ect THESE ARE TRANSMITTED as checked below: For review and comment For your file For your use Returned with revisions As requested Other PLEASE RETURN/COMMENT BY: COMMENTS : a - � NJ Co to: PY From.-Y)L I�� i uL b:44 1'. 03 VOL. PAGE 3 DRAINAGE EASEMENT ^ O 4 1 t KNOW ALL MEN BY THESn PRESENTS, �! THAT, Link Corporation, a Connecticut corporation having its principal place of business in the Town of South Windsor, County of Hartford, and State of Connecticut acting herein by Brien L . Lyman, the President of such Link Corporation, hereunto duly authorized, for the consideration of $1. 00 and other good and valuable consideration received to its full satisfaction of the Town of South Windsor, does hereby give and grant unto the said Town of South Windsor, its successors and assigns forever, a full and perpetual drainage easement under, over and across the land of said Link Corporation, situated in the Town of South Windsor, County of Hartford and State of Connecticut, on the northerly side of Strong Road, being more particularly described as follows ; Beginning at an iron pin located on the northern corner of the intersection of John Fitch Boulevard U. S. Route 5 and Strong Road as shown on a map or plan entitled "Topographic Map Gravel Drive Plan, Prepared for Highlift, Inc. , John Fitch Blvd. (US Route 5) , South Windsor, Connecticut 06074 , Palmberg & Russo, Land Surveyors and Professional Engineers, scale 1"=40 ' Jan. 4 , 1990 Rev. March 15, 1990, Sheet 1 and 2 of 411 , which map is recorded in the land records of the Town of South Windsor; thence running along the northerly side of Strong Road on a course bearing N 66' 52 ' 53" W a distance of 775 .00 feet to the TRUE POINT OF BEGINNING; thence continuing along the northerly side of Strong Road, N 66' 52 ' 53" W a distance of 20. 00 feet to a point; thence turning and running N 150 07 ' 07" E a distance of 180 . 00 feet to a point; thence turning and running S 660 52 ' 53" E a distance of 20 . 00 feet to a point; thence turning and running S 150 07 ' 07" W a distance of 180 . 00 feet to the TRUE POINT OF BEGINNING. Said area contains approximately . 0826 acres of land . AND THAT said Link Corporation further grants unto the said Town of South Windsor, its successors and assigns forever a full and perpetual right and privilege to enter upon the said premises described above by its officers, employees , servants and agents , for the purpose of constructing , building , maintaining, cleaning, repairing, reconstructing and inspecting, at all times a drain or pipe, with the appurtenances thereto, upon, over, under and across said easement area, together with the further right to flow water through said drain or pipe. TO HAVE AND TO HOLD the premises for the aforesaid purposes unto the said Town of South Windsor, its Successors and assigns forever, IN WITNESS WHEREOF, Link Corporation is hereunto set its hand on this day of January, 1995 by its duly authorized officer . LINK CORPORATION By- _ it as : Brian L- Lym President Wrlmess : r, , STATE OF CONNECTICUT> ) ss . South Windsor January 3�, 1995 COUNTY OF HARTFORD ) i Personally appeared, Brian L. Lyman, the President of Link Corporation, signer and sealer of the foregoing instrument, who acknowledged the same to be his free act and deed in such Capacity and the free act and deed of said Corporation, before me. t - 1 1995 RECEIVED FOR RECORD — Notary Public/ �T ; rJ�j MY Commission Exp es i CvROcO IN SOUTH WINDSOR ; VOI PAGE �— ALLISON A. MMAGI ER ` . NOTARY PUBLIC. �Y MY COMMISSION EXPIRES MAR. 31, 1999 ASSISTANT TOWN Z HARABO-1030 JHY-Z4-JO IUL O"4b EXHIBIT A A certain piece or parcel of land situated on the northerly side of Strong Road in the Town of South Windsor,County of Hartford, State of Connecticut, as shown on a map or plan entitled "Topogaphie Map Gravel Drive flan,prepared for,Highlift Inc., John Fitch,Blvd. (US Route 5), South Windsor, Connecticut 06074,Ppltnbn&Russo,band Surveyors$professional Fpginecrs, scale; 1`40' fan, 4, 1990 Rev.M .4 15, 1990, Sheet 1 P14 2 of 4 w rhich map is recorded in the lapel records of the Tovyn of South Windsor. Said parcel being more particularly bounded.aid described ps follows,to wit; Commencing at a point marking the southwesterly corner of lot"A'° and the southeasterly comer of land now or formerly of Wooster Express Inc.,said point also marks the northwesterly corner of land herein being conveyed;thence puinir in q general easterly direction of S 66-52°-53"B along tlaa southerly line of said lqt"A"a distance of 1115,05 feet to a point marking the southeasterly comer of lot WPM the westea-I�street line of John Fitch Boulevard,said point also marks the northwesterly corner of land herein being conveyed;thence to Tiing and pinniq in$general southerly direction of S 15-29'-53" W along the westerly street line of John Fitch Boulevard, a distance of 10 feet more or less to a point marking the nortl}Wcsterly comet of lyrtd 1,ercin Nin&conveyed and the north edge of Strong Road; thence turnip$and running in a general westerly direction along the northerly edge of Strong Road to a Point opposite the southwesterly coMeT of lot"A';thencq turning and running in a goamal northerly directjorn of N 23-07'-07"R a distance of 15 feet more or less to a point marking the point or place of begrnnrrg. JAN-24-95 WE 8:45 V. ut) QUITCLAIM DEED To all People to whom these Presents shall come, Greeting: KNOW YE, THAT LINK CORPORATION, a Connecticut corporation with its principal place of business in the Town of South Windsor, County of Hartford, and State of Connecticut (hereinafter referred to as the "Grantor") for good and sufficient consideration, the receipt of which is hereby acknowledged, does hereby give, grant, bargain, sell and confirm unto the Town of South Windsor, a Connecticut muAieipality with offices at 1540 Sullivan Avenue, South Windsor, Connecticut (hereinafter referred to as the "Grantee") and Grantee' s legal representatives , successors and assigns forever, WITH QUITCLAIM COVENANTS, a ten foot strip of land along the northerly side of Strong Road in South Windsor, Connecticut as more particularly bounded and described on Exhibit A attached hereto and made a part hereof (the "Premises") . TO HAVE AND TO HOLD the Premises, with the appurtenances thereof, unto Grantee and Grantee' s legal representatives, successors and assigns forever. Signed this day of January, 199s . Signe and delivered in the s nee f,: LINK CORPORATION v _ By D me- Name : Brian yman 1 Title: Presi nt amen sTATE OP' OGll( C Lc-, .L- ) as . �cx�c�n�;eac! January _:�. 1995 COUNTY Off' Personally appeared, Brian L. Lyman, the President of Link Corporation, signer and sealer of the foregoing instrument , who acknowledged the same to be his free act and deed in such capacity and the free act and deed of said corporation, before me. Notary Public/C My Commission Exp' es : ALLISON A. P-MAGIAER NOTARY PUBZ.IC MY COMMISSION EXPIRES MAR. 31, 1999 JAN-24--y5 'RJE 0:45 P. 04 STATE OF CONNECTICUT) as . South Windsor January 3b-, 1.995 COUNTY OF HARTFORD ) Personally appeared, Brian L, Lyman, the President of Link Corporation, signer and sealer of the foregoing instrument, who acknowledged the same to he his free act and deed in such capacity and the free act and deed of said Corporation, before me. Notary Public/ My Commission Exp as : ALLISON A. MEAGHER NOTARY PUBLIC. MY COMMISSION EXPIRES MAR. 31,1999 -2- xa�nao-ioao c PAGE a PRESENTS► that THESE of for the consideration of MEN BY to KNOW �I' ' TZONS, received Link Cor oration CONSIDERATIONS WZNDSOR, a VALUABLETOWN OF SOUTH State of 1 .00) AND OTHER of THE s of the S untothe said ONE DOLLAR ($ law full satisfaction under the and confirma he chartered ain, forever, ci al corporation grant, Barg assigns erate, muni p . do give, g an successors and ect► c cticut► tain, i' storm water or Conne WINDsOR, main and remove through, upon TOWN OF SOUTH to lay, install�eplace, in, perpetual right repair, thereto' Exhibit A• use, alter, appurtenances as described in stems and apP construct, arcels of the Grantee, sto overacerinag certain pieces °r P Exhibit At v cut tree- s in t^ and arcel(s) �kave the light structures said parcel(s) and assigns, shall and to remove Within ssarY operate or nece equipment, to P of her/his/its successors and q and repass with men construction s as may be the or storm sewer and bushe incidental to water and to Pass to excavate and thereon, materials lines , storm form d install Sewer stems and or equipment and or stOrT[ drainage sy water courses storm water said storm storm water or eXistor Sewer lines , a systems • to alter storm drainage pipes ' if necessary, water or sewer fill, and, said storm store1 embankments overt storm water or or tself , e or storm sewer Pipes, herself/himself/i allow to b for shall not erect or The Grantor herein, or thereon and assigns 'on said Basemen s any trees suobile structures b planted or g or rights-of-way hers/hd any immobile allow to be P easements or drainage erected any plant or within said line, Pipe and shall not work thereon with said or perform e any °r interf ere assigns ' which may its successors and successors systems - herein for itself , hers/his/its aforesaid The Grantor itself ► which the himself/ � and herself/himself/ erself/ within by d �;.f reserves the rig COnt]riue to use the land forth then use ther-�` „ and assigns , r°ghts-of-way have way interferfu with the Puri easements or in assigns, y ranted• which shall not are g purposes its successors ar. hts-Of-way assigns , the Grantee► easements or teal for which these for itself , its successoro�iagn remises in their above use upon The Grantee herein, said P with the and maintain commensurate construction, agrees to restore as possible o eration► of-way areas • as nearly maintenance, easement or right- condition Or repair work in said the completion replacement Comvsy a TAX RECEIVED i' of VUI. 8 4 PAGE 0 7 EXHIBIT "A" Land as described beginning at an iron pin located on the nothern corner of the intersection of John Fitch Boulevard U.S. Route 5 and Strong Road as shown on a map or plan entitled "Topographic Map Gravel Drive Plan, Prepared for Highlift, Inc. , John Fitch Blvd. (US Route 5) , South Windsor, Connecticut 06074 . Palmberg & Russo, Land Surveyors and Professional Engineers, scale 1"=40' Jan 4 , 1990 Rev. March 15, 1990, Sheet 1 and 2 of 411, which map is recorded in the land records of the Town of South Windsor; thence running along the northerly side of Strong Road on a course bearing N 660 52 ' 53" W a distance of 775. 00 feet to the TRUE POINT OF BEGINNING; thence continuing along the northerly side of Strong Road, N 660 52 ' 53" W a distance of 20. 00 feet to a point; thence turning and running N 150 07' 07" E a distance of 180. 00 feet to a point; thence turning and running S 660 52 ' 53" E a distance of 20. 00 feet to a point; thence turning and running S 150 07 ' 07" W a distance of 180. 00 feet to the TRUE POINT OF BEGINNING. Said area contains approximately . 0826 acres of land. The Grantee agrees to hold the Grantor, hers/his/theirs and assigns, harmless from and against any and all damage to property or person caused by the construction and/or maintenance and repair of said sewer line. IN WITNESS WHEREOF, the Grantor has hereunto set its hand and seal this i I-day of IR, J Signed Sealed and Delivered GRANTOR: Link Corporation in the nce of - r+K •�-, , -� ,r;d Brian L. Lyman STATE OF CONNECTICUT} } COUNTY OF HARTFORD } On this ay of before me, the undersigned officer, personally appeared known to me (or satisfactorily proved) to be the erson whose name is subscribed to the within instrument and acknowledged that he executed the same for the purposes therein contained. In witness whereof I hereunto set my hand. Notary Public My Commission Expires F z TOWN HAI,I, USE ONLY Approved by Town Enginee Date: /'l1 rN Approved by Town Manager Date: Received for R�c� JUL( d7 1995 Time: ov f'' VOL PAGE 'G A 10/27/93 TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSONS Phone No. Address Site Name P&Z No. Owner s Phone No. Contractor Signature of Owner Date: Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. Include three (I) copies of plan/profile of Change. ) Reason for Change: (Why is change required) - r , APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Pink - Director of Planning Yellow - Applicant 110" SE4 0-"Oe Soam -Vzloluzi�ot G _{ U y 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR-CO AREA CODE 203/644-2511 November 15, 1995 Brian L. Lyman Linkwood Furniture Manufacturing Box 356 East Windsor Hill, CT 06028 Dear Mr. Lyman: Re: Appl #94-13P, Linkwood Phase I, Landscaping This is to advise you that the Planning and Zoning Commission voted on November 14, 1995 to reduce the landscaping bond for the above-referenced project from $5,000 to $2,000. The reason for the bond reduction (not released) is because there are a number of dead pines on the property. Once the pines have been replaced, contact the Planning Department for another inspection. Please forward an amendment to the bond we are currently holding showing this reduction at your earliest convenience. Very truly yours, PLANNING & ZONIN COMMISSION Russell G. Levack, Chairman cc: Town Engineer tOWN Sf� G U To_wn Ole S-OutA ?A;ndAat 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOe•CO AREA CODE 203/644-2511 November 22, 1995 Brian L. Lyman, President Linkwood Furniture Manufacturing Box 356 South Windsor, CT 06074 Dear Mr. Lyman: m Re: Appl#94-13P, Linkwood Furniture Manufacturing This is to advise you that the Planning and Zoning Commission voted on November 21, 1995 to release the IWA/CC bond for the above-referenced project in the amount of $2,500. Advance arrangements should be made to pick up the bond to ensure that the necessary contact person(s) will be available. If you have any further questions contact the Planning Department at 644-2511, ext 253. Thank you. Very truly yours, PLANNING & ZONING COMMISSION C� -1 # 7g. /, Russell G. Levack, Chairman RGL/pmm cc: Town Engineer i