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Site Plan of Development (55)
TOWN OF SOUTH WINDSOR PLANNING& ZONING COMMISSION APPLICATION F fir` Application No: %�`?U / n- tip" Official.Receipt Date: 40& e^ a A 11998 Receipt No: :} APPLICANT: DST Realty,Inc. c/o Thomas R. McGee,Jr. Vice-President ADDRESS: 333 West llth St. ,Suite 101,Kansas City,MO 64105 OWNER OF RECORD ON LAND RECORDS: DST Realty Connecticut,Inc. & State of Connecticut ADDRESS: same for DST; State = c% D. Labossiere,Office of Rights of Way,ConnDOT P.O.. Box 317546, Newington,CT 06131-7546 Tel. 594-2463 COMPLETE LOCATION OF PROPERTY: 125 Ellington Road (east of Rte. 30 & south of I-291) Map 6,Parcels 2,26,28;Map 5, Parcels 26,27 ASSESSOR'S MAP # PARCEL # ZONE CD I-291 NAME, ADDRESS, TEL & FAX # OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Peter R. DeMallie,Principal, Design Professionals,Inc., 165 S. Satellite Rd. , South Windsor,CT 06074 Tel. 291-8755 Fax 291-8757 THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing required and Certified letter to abutters required) ❑ Subdivision/Resubdivision ❑ Open Space Subdivision (Public Hearing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Approval ❑ Special Exception to Article (Public Hearing, Certified letter to abutters required) ® Site Plan of Development ❑ General Plan of Development ❑ Earth Filling (Sec. 15) and/or Earth Removal (Sec. 14 - Public Hearing required) ❑ Regulation Amendment: ❑ Zoning ❑ Subdivision (Attach proposed amendment) ❑ .Temporary and Conditional Permit for ❑ Major Home Occupation for ® Other (explain in detail) Modification to previously-approved site plan. An Application Pending sign is required to be posted on the property for all applications ten (10) days prior to being heard by the Commission. Signature of Appli Signature f Property Owner�QS j'` ,,(�yri �S f R� James E. Lewis `1 (See reverse side for additional information) Rights of Way Administrator Connecticut Department of Transportation r � �. +., � " � ♦ � ��� / ► I. � '� � � / . 1. ♦ ,.� � s � �, � � �. 1 ;' � S CERTIFIED MAIL August 24, 1998 DST Realty, Inc. c/o Thomas R. McGee, Jr., Vice President 333 West 1 Vh Street, Suite 101 Kansas City, MO 64105 Dear Mr. McGee: Re: Appl#98-40P, DST Realty/Output Technologies Site Plan We are pleased to advise you that the Planning&Zoning Commission voted on August 18, 1998 to approve, with modifications,the above referenced application for a Site Plan of Development. This approval is for the construction of a 160,000 sq ft building on property located on the southerly side of Ellington Road, CD zone, as shown on plans prepared by Design Professionals dated August 7, 1998, as revised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of$10,000. JP An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. 5. Footing drains are required if the building has a basement. 6. A landscape bond in the amount of$5,000 is required and must be submitted prior to filing of mylars. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. WPCA approval is required. 9. Show dumpster locations (on concrete pad& screened). 10. As recommended by the Architectural and Design Review Committee, additional evergreen shrubs to be added to the front entrance area; a note to be added to the plans regarding maintenance of the wildflower planting area; and applicant to return to ADRC for review of site signage when designs are completed. 11. Engineering items included in the memorandum dated August 10, 1998, from the Town Engineer to the Director of Planning must be addressed. Sight line to the south on Route 30 to be improved by site grading. 12. All sediment structures to be inspected and maintained two times per year. 13. The northeast perimeter of the retention basin should not be mowed; instead, it should be allowed to naturalize with monitoring to manage invasive species, in order to provide a sheltered corridor for wildlife to utilize the pond. Black and white transparent mylars of Sheets#2 & 3 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the mylars have been signed by the Commission,they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, PLANNING&ZONING COMMISSION Frank A. Castro, Chairman FAC/dlw cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal STATE OF CONNECTICUT SWC?y DEPARTMENT OF TRANSPORTATIONOP yo 2800 BERLIN TURNPIKE, P.O. BOX 317546 r NEWINGTON, CONNECTICUT 06131-7546 Phone: (860) 594-2379 December 11, 1998 Mr. Matthew B. Galligan C' d �Town ManagerTown of South Windsor1540 Sullivan Avenue South Windsor, Connecticut 06074-2786Dear Mr. Galligan:Subject: State land- South Windsor Southeast Side of Ellington Road File No. 132-70-26B This is in response to your letter dated December 3, 1998 addressed to Mr. David Labossiere regarding the proposed conveyance of 6.05 acres of vacant land by the State to the Town of South Windsor. In order to allow plans for the development of this land to proceed,the State hereby authorizes the Town of South Windsor or its assigns or agents to prepare and submit applications with local, State, and Federal Agencies for construction of a retention basin and access drive on the subject parcel of land. For purposes of soil testing or survey work, a Right of Entry is enclosed for your signature. If you have any additional questions, you may call Mr. Labossiere at (860) 594-2462. Very truly yours, 9l ' -AJ I1 James E. Lewis Rights of Way Administrator Enclosure An Equal Opportunity Employer Printed on Recycled or Recovered Paper STATE OF CONNECTICUT ET1 DEPARTMENT OF TRANSPORTATION =� .,,,,�� �S' 2800 BERLIN TURNPIKE, P.O. BOX 317546 °tir ap NEWINGTON, CONNECTICUT 06131-7546 Phone: (860) 594-2379 December 14, 1998 Mr. Matthew B. Galligan Town Manager Town of South Windsor 1540 Sullivan Avenue South Windsor, Connecticut 06074-2786 Dear Mr. Galligan: Subject: Right of Entry - South Windsor File No. 132-70-26B Permission is hereby granted by the State of Connecticut Department of Transportation (State) to the Town of South Windsor, its agents or assigns (Second Party) for the use of the State land (Premises) , consisting of 6.05± acres of vacant land located on the southeasterly side of Ellington Road (Route 30) , in the Town of South Windsor. This permission is granted subject to the following terms and conditions as agreed to by the Second Party: 1. The term of the Right of Entry shall be for a period of approximately six 6 months commencing on December 14 1998 and ending on PP Y ( ) g g June 30, 1999 to perform soil testing and survey work in connection with the proposed sale of the property to the Second Party. 2. All rights of ingress and egress are specifically denied, directly to and from Ellington Road (Route 30) from and to the Premises except for the fifty (50) feet of access designated on the enclosed map. 3. No monetary consideration is required. 4. The Premises is to be occupied in its "as is" condition without any warranties or representations of any kind by the State. During the course of this Right of Entry, you shall be responsible for all maintenance and repairs to the Premises, including waste removal, and all other operating expenses related to the Premises. S. This Right of Entry may be terminated at any time by either party hereto by giving the other party seven (7) days written notice, and upon expiration of said notice period, this Right of. Entry shall be null and void, and all rights of the Second Party herein shall end and terminate. 6. The Second Party shall protect, defend, and hold the State and its servants, agents, or employees completely harmless from and against any and all liabilities, losses, suits, claims, judgements, fines or demands arising by reason of injury or death of any person or damage to any property, including all reasonable costs for investigation and defense thereof (including but not limited to attorneys fees, court costs, and expert fees) , of any nature whatsoever arising out of or incident to this Agreement and/or the use or occupancy of the Premises or the acts or omissions of the Second Party, its officers, agents, employees, contractors, subcontractors, licensees, or invitees, regardless of where the injury, death or damage may occur, unless such injury, death or damage An Equal Opportunity Employer Printed on Recycled or Recovered Paper Mr. Matthew B. Galligan -2- December 14, 1998 is caused by the sole negligence of the State. The State shall give to the Second Party reasonable notice of any such claims or actions. The Second Party shall also use counsel reasonably acceptable to the State in carrying out its obligations hereunder. The provisions of this Section shall survive the expiration or early termination of this Agreement and shall not be limited by reason of any insurance coverage. 7. The Second Party agrees to secure and maintain for the duration of this Agreement, including any supplements thereto and renewals thereof, if any, with the State being an additional insured party, the following minimum liability insurance policy or policies covering the Premises at no cost to the State, the same being carried with an insurance company or companies satisfactory to the State. Each insurance policy shall state that the insurance company(ies) shall agree to investigate and defend the insured against all claims for damages, even if groundless. Insurance providing a total limit of Seven Hundred Fifty Thousand Dollars ($750,000) for all damages arising out of bodily injuries to or death of all persons in any one accident or occurrence, and for all damages arising out of injury to or destruction of property in any one accident or occurrence, and subject to that limit per accident, a total (or aggregate) limit of One Million Five Hundred Thousand Dollars ($1,500, 000) for all damages arising- out of bodily injuries to or death of all persons in all accidents or occurrences and out of injury to or destruction of property during the policy period. 8. In conjunction with the above, the Second Party agrees to furnish to the State, only on the form or forms supplied by the State, a Certificate of Insurance (CON-32) , fully executed by an insurance company or companies, which policy and policies shall be in accordance with the terms of said Certificate of Insurance. 9. The Second Party agrees to obtain the proper permits from the District I Office of Maintenance, Special Services Unit, for any work performed within the highway right of way. You may contact that office at telephone number (860) 258-4544. 10. The Second Party agrees to comply with and conform to all the laws of the State of Connecticut and the ordinances and. zoning regulations of the Town(s) in which the Premises are located. Please acknowledge your acceptance of the terms and conditions as herein set forth by signing below and returning one original signed copy to this office together with the completed Certificate of Insurance, which is enclosed. Very tr lyyoours, y � t•p cw/s James Lewis Rights of Way Administrator Enclosures Accepted and Acknowledged on Behalf of the Town of South Windsor: r ZI-6�el ` > �5 f Matthew B. Galligan Date - Town Manager Town of • • • Planning Department Memo To: Barry Guliano, Town Attorney From: Marcia A. Banach, AICP, Director of Planning CC: Matt Galligan, Town Manager Date: 12/18/98 Re: Right of Entry onto Conn. DOT Property We have been working with DOT on behalf of Output Technologies, Inc., to acquire 6t acres of State-owned land on Ellington Road. While the acquisition is in the paperwork stage, Matt has asked DOT to grant us, for Output Technologies, the right to enter onto the State property to perform survey work and soil testing. DOT has agreed to allow us the right of entry, and has forwarded the attached agreement for Matt to sign. The State is also requiring insurance from the Town; Melanie Crucitti is handling that. Could you review the enclosed Right of Entry for us? We expect that Output Technologies will need to take advantage of the right of entry as soon as possible. Thanks for your assistance! - ' f K* w-ee. `C, Cd rN reV(2cJ 41A-to, l e tie ? �f� /�/� -Y rzL a 0 Page 1 towN at, 04) -70� 07- � 1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074.2786 '�OsoR-c� AREA CODE 860/644-2511 FAX 860/644-3781 To: Design Professionals 165 So. Satellite Road South Windsor, CT 06074 From: Jeffrey H. Folger-Zoning/Wetland Enforcement Officer Date: December 29, 1998 Re: App. #98-70P - Review of the proposed relocation of the retention basin for Output Technologies facility-Plans dated 10/22/98. I have reviewed the proposed plan with the following comments: l. Details and profiles of the proposed"bioswale" should be provided for review. These should include capacities and estimated residence times for stormwater entering the swale. 2. Details should be provided for the proposed retention basin. Existing tree line and limits of clearing should be shown on the plans. An emergency overflow should be provided and shown on the plans. 3. Is the basin going to be a multiple use structure i.e. stormwater storage and recreation. 4. How will be responsible for routine maintenance to the basin? 5. A planting plan should be included in the plans. Also a planting plan for the northeast portion of the OTI site should be shown. 6. Test pit data should be shown in the area of the proposed basin to determine the existing water table and soil conditions present. 7. What is the existing elevation present on the proposed basin site? The site plan does not have the existing contour line labeled. Cc: IWA/CC Town Engineer Dir. of Planning i �pglN Sf4 7 • w�co 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 �rldSOR-CO AREA CODE 203/644-2511 January 19, 1999 Mr. Thomas R. McGee, Jr. Vice President DST Realty Inc. 333 West 1 lth Street, Ste. 101 Kansas City, MO 64150 RE: Output Technologies,Inc. Burnham Street SOUTH WINDSOR, CT Dear Mr. McGee: The South Windsor Water Pollution Control Authority, at its regular meeting of January 5, 1999, gave approval for a change in the size and slope of the sewer line at Output Technologies, Inc., as listed below and as more specifically shown on drawing entitled "Plan &Profile - Property Survey Resurvey Prepared for DST Realty, Inc. - 125 Ellington Road -South Windsor, Connecticut" by Design Professionals, Inc., South Windsor, CT; Job No. 98-1115, Sheet No. 5/10 dated 9/21/98, revisions No. 1, 2, and 3 dated 10/5/98, 11/17/98, and 12/21/98, respectively, and subject to the following conditions: 1. The sewer line may be changed from 8" to 10" pipe. 2. The slope may be changed from 1.0% to 0.4%. 3. The sewer easement shall not be written in favor of the MDC (Metropolitan District Commission). 4. All other terms and conditions of the Authority's previous approval(s) shall remain in full force and effect. Mr. Thomas R. McGee,Jr. 2 January 19, 1999 5. This approval letter must be superimposed on the final approval plans. Very truly yours, 4Thoas on, Chairman Water Pollution Control Authority TH:rt cc: Matthew Galligan,Town Manager Michael J. Gantick,Director of Public Works Jerry Iazzetta,Town Engineer Marcia Banach,Director of Planning John Collins,Chief Building Inspector Robert Arsenault, Design Professionals, Inc. MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Enginee DATE: February 2, 1999 RE: Output Technologies 98-70P We have reviewed the drawings dated January 27, 1999 for the Output Technologies Site Plan and have the following comments: Drainage Analysis 1. A new report should be submitted for the detention basin design as it is proposed to have the existing swale on the northern end of the property now outletting into the basin. Sheet 2 1. The 20' utility easement to the Town should be identified with the bearings and distances. 2. A segment of the property line along Ellington Road is not identified (near N/F Jones) 3. The proposed access to the site is across property of the State of Connecticut. A right of access is required and should be shown. Sheet 3 1. CB #20 and CB #26 are shown as sedimentation structures, however they are not labeled as such. 2. The existing construction entrance pad is not shown. Is it to be removed? 3. The outlet from CB #26 is shown onto a rip rap pad. This should be dimensioned and a detail provided. 4. A detail is required for the large plunge pool and headwall with 3 pipes (to detention basin). Sheet 4 1. The proposed entrance road is shown over the existing swale on the northerly property line. a. Will the existing pipe be removed, capped? 1 b. How will access to the site be obtained while the detention basin is built as the existing swale must be in operation until basin is complete? Sheet 6 1. Note 9 indicates that"'laterals shall be installed at not less than 1% grade." The plan/profile sheet indicates that the proposed grade is .4%. The note should be revised. Sheet 9 1. A detail of the proposed retaining wall should be shown indicating type of wall to be used. 2. The cleanout detail is not the Town standard. Sheet 10 1. WPCA approval letter dated January 19, 1999 should be placed on this sheet. JCl/sfg ENGINEER\Prof.-P&Z wetlands Applications\DST-Output Technologies\Review Feb 2.doc 2 G ■ ?esign ofessionals, inc. ■ civil engineers planners surveyors • gis ■ Hydrologic Study Output Technologies, Inc. 125 Ellington Road South Windsor, Ct. D.P.I. Project No. 98-1115 1/27/99 165 South Satellite Road, South Windsor, CT 06074•(860) 291-8755• FAX: (860) 291-8757 Drainage Summary: The analysis is for a proposed development which will include approximately 7 acres of development that is presently under various stages of approval and construction,and also accounts for a possible additional 12 acres of future site expansion. The pond has been designed based on soils test data to determine ground water depth and soil permeability testing to determine recharge capabilities.The average soil permeability was determined to be 167 feet/day. The SCS TR-55 methodology was used as the basis for the analysis.Flow out of the pond through the underlying soils was determined based on the permeability of the soil,the perimeter of the pond and hydrostatic head. The pond was then analyzed as a detention basin using stage/storage and stage/discharge calculations.An emergency overflow structure was added for storms of higher magnitude. The discharge of the structure is to the existing drainage ditch that was constructed as part of the I-291 construction. The summary sheet listed as page 4 of this report depicts the peak flows and maximum water elevations for the 2, 10, 50, and 100 year storms under proposed conditions. The existing flows for the same same storms are also listed. 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Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (min) (acft) (yrs) (ft) (cuft) 1 SCS Runoff 8.0 6 786 2.16 2 -- --- ---- 2 yr to pond 2 I Reservoir 1.7 6 1014 2.16 2 1 53.94 46606 12 yr pond 3 SCS Runoff 23.8 6 774 5.36 10 — --- --- 10 yr to pond 4 Reservoir I 4.0 6 984 5.36 10 3 54.51 ( 125791 10 yr pond 5 SCS Runoff 43.7 6 774 9.28 50 --- ---- ---- 50 yr to pond 6 Reservoir 7.6 6 942 9.28 50 5 55.18 222273 50 yr pond 7 SCS Runoff 53.7 6 774 11.28 100 ---- ----- ---- 100 yr to pond 8 Reservoir 10.2 6 918 11.28 100 7 55.48 265755 100 yr pond 10 SCS Runoff 5.0 6 786 1.57 2 -- ---- --- exist.2 yr 11 SCS Runoff 18.3 6 780 4.36 10 ---- ------ -- exist. 10 yr 12 SCS Runoff 36.2 6 774 7.92 50 --- ----- -- exist.50 yr 13 SCS Runoff 45.6 6 774 9.77 100 — ---- -- exist.100 yr Proj. file: 1115NEW.GPW OFfile: HARTFORD.IDF Run date: 01-29-1999 J I .• I mom■■■■MEEMEM■■��■■■■!■■■■■■■■!!■■■■■!!■!!■■■■■■■■■!■■■!■■■■!■■■ MEN■■■■■c-iT-AR+7 M■■■■MMEMENNMO■MEMEM■EMMENSEN mom■■■■■OMMEM■■MWWMMMMM■■MMMMM■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ MEN■■■■■■!!■!■■■■■■■■■■■■■■■■■■■■■■■■■!■■■■!■■■■■■■■■■■■■!■■■■■■ MEMO■MESON�EMNNN■■i■NENE■EENNNNN■■■■■■■■■■■■■■■■■■■■■■!■■■■■■■■■ NONE■!■■■��i�• 1��!■■!■■■■■■■■i■■■■■!■■!■■■■■■■■■■!!■■■■■MMEMM MEMO M■N■M■NM■NENNNNNNN■ENN■iENNMONE NNN■■NNOMEM■EN mom■MEMO■MO■ME■NEON MEMEMEMEME MOM MEMEMOMMEM MEMO E■■■■■■E■N■E■■EE■L�NI��NNE■■NM■EMEE■M■■M■MMMMM■MMN■■■MONSOON■MEMO iN■ENNNN■MMEEM■NE'�E9IL:■M■■N■■■■NE■■MO■EMMMOMMEME■■M■■N■■NEON■■■ E■■E■■N■■■■ENNEMntlaMMNEENNi■■EMNN■■MEMME■■MNEE■■iMN mom NEME■■NE■ NMN■■MEN■NNMENNNi��Ni■Ni■NNN■EN■NMN■MEECEMEM■N■M■■EN NEE■NMEMO NN0 ■■■ MEM■■■E■■EM■■NNMM■MMMMNMMMM■■N ENO A!!lr!gM■■■M■MM■N NNN■■i■■■NrNiii�l�i�����MMi"iN■■■rI C.G-1 C!■iMEIliNW dam M■■MOMMEMNEN N■MNNMNNNEEEE��:'j�7F7 '»Nii■iNE/�rtilM■rMMEMEMMMEMMM mom NM■MEN■MEMESEEN MEMEMEMEMEM ONE MOMMMOMMEM SEEN MOMMEMMOMEM mom MOOMMMMMOMM ■■■i■■■NNM■■■ENNEE■■■i1tSr7?'E'J■i�?lo■g MEMOM■■MEM■M■■■ NONE iMEMMEMNEEEMENMMMEM ■C� � N■M� i�iiiOONMEOi■M■NN■■E■EE■EnnE■NEN�■ ■ = i SMEE IMMC =�{�i MEMO NME■■EMEM■M■M■■ES■■MMMN■MME■NSiJ O■NNMESSEM MONSOON NM■NE■■■MEM■M■■S SEEM■MME■MEMONMEME■■■MEMO■■■mom ■IMON MO■MMEMEMENNM■■■■M■MENONE Emmommum 0 No ■M ■■■■■■■NUM■■M■■E■E■!S■■NE MEMO NE■■■■■N■ME■EENi■EiEMN■■N■E■■■NNE■E ■NENSEE■■MEN■UNNM■r.EM■M■N■M■EMNEM■MEMMEMEMMEMS■N■ME■EMENN■NNONE ■■■EMEMENN■E!■E■■ErEm■■E■■NEMEEMEMM■M■■MM■M■MENNME■MEMEM■ENi■mom E■EMS■■M■O■NN"l ■■l'1■■■M■ENEM■MEMEME■■MMEMEME■■E■MOEM■OMMEMMM■OM EME■■M■Ei■EN■■ M■MORMEMEM■MMOM■E■EMO■■■EMM■■■MMNM■■■O■MMEMM MEN ■E mom M■E■M■NNNEr_rENKIMEMMEM■M■■EEM■■i■MMEM■■■EMME■■EM SOMEONE Emom E■ MEMO■M■MEMEMNN`iNMN■NNE■■■N■■■NENN■M■■■MEM■■■E■N■■■SOMEONE■MEN NN EM■■■■MM■NMM■NNE■■■■Ei■■E■E■EiEMEM■■■■MM■■■ME■ME■■EME■EMEM■■■M■E N■MEMEME■ nMMMMMMMMSNN mom NE■■■■■N■■MESON MEMEMEME N■■EEE■■NEM■E■EM■N■NMEiiEN■iENM■■■M■E■Mi■NEE■■M■■MM■EMNE■EE■■M■■ MENMMENT lME■moRimMem "Ron NMEM■MM■M■■iNNo ■NN■■■■ENC::���:���9NMM■N■■NCSI�!!1Mi■ML1■�ii�lr■ELI■MIS■■IMMNMME■■■iMM■ E■■■■M■E ■■M■M■■E■■■NNMO■NNM■■OMMO■■■MEME MEMMEMEN■■■ErNMNMiIMNN■E■NNN■NNNN■■■MEMO■■■ME■■■■■NN■■EMMOMMOMMME ■E■M■■MNNN■E■E■■MN■i■■NNN■■■■NNEE■■■■NENEE■ENMi■■■N■■■NEE■■i■■NE N■N■MN■ENN■NNNNN■NNNi�IR�7'_=±cJi��37NiMIir�-7E[�u/�E�'s iNMMMEMMNMIE■■MNMEMM N■N■NNNNMM■■■MNNNEM■■■■■NNNNN■NNE■■NNNMNiINNNi■E■■NE■■NlEN■NNlNNE ■■■N■■NNNE■■■iEENNiE■■NNMi■■NN■E■iiNM■Ei■■EN■■■■■ENNNNNEMEiM■OEM E■■ENMEM■EE■S■NN■E■E■ENi�■■■MMENNEN■■EMEMN■Nn■■■MEMO■■■M■E■■ESN■■ N■NNMNiNNNN[R�7�!I�MEiE■Ilf�i�!!�9[�•,FAWOMB■■_fimil■uFam III" m MEif7■Cm&w3wrp2IlM E■■NNNNEEMENrNrENNNNNN■■�NENWOMEN NM rrr"W"mom2 :m MMNMMNMMEMIRNMEM NNiEEN�iS��nS� EEnE�ENNNEEINMENNENN■MENN■MMEMMMEM mom NNEM■MMMEMM■M NNE■NNNNNEMNNNNNMNiENNNNNNNN■NNNNNN■NNN■NN■■■EENNNNN■NNNN■NMNMME Err■ENrNlNrNNNNNi■NN■NMNE■■iEM■E■■■iNN■NNNEE■N■E■ENMNN■■■N■■NNNM WCAM■i:■ ESE ■■OEM■■E■E MONSOON MEN■NNMMMdM■■M■MMMMNMMMMMMMMMM■■M t .3 MiMMMK- -ALMMEAR'W MA M■ ■■M■!M■NS■n ■l No ■E■EM■MOMAMENM■■M■E■■■■ENNN■EMMEM■■■■M■MEN■■NMMM■MMMMM K -MI EME■■M■■■MMMEMOENMMEME■OM■E■NONE■■■■EMEMOMMO■■■MENEMOMMOM■MMEMME r�:SNNr- N■��SNNNN�NUEN�II�aA ■a■■■■ ac ■M■MM■MMEM■MS EMNNNS■■■■M■SE■■MNNNNNENO■■NME■■EN■■■EIIf/ErEMM■MEMM■■MOMMEMEMMEM ■■NNEi■■■MNNEiE■�!M■N■Niimom ENNE N■MOM■■MM■MAN■MElINMNE■■■MMOMMNON ■■HnnEHHMn■■■M■■MME■MN■EEHE■OEM MMM■■■M■■EEMEn0HMEHEH ■EEE■MMENM■MM■■■■M■mMMMEMME■■■■�■ENE■■■■EOn■�■OE■■■MEgOEM ■■■■■/T-.T�'i. ■C�■/null��C'.w■i7ZEN 7?�iiiV.r 79N■■N■■Nn■MEN■■■■N■H ■gOn■o■HEM■rE memo EMMEMOOi■■■■■■ no SEEN MEN■■m■■■N■■■■■ ■Nn■■■■■■■■■■■■■■nn■■■■■■■■■■■■■■N■■■■N■■■■n■■■■H■Mom ■H ■■■■■■■MMH■KNMO■■E■■EMM■MEN■MEN■MMEMMM■MME■■O■EE■M■E■MNMMMN ■■r �(1■■N/FTC'M9M��►rtT�IMEM■■■ENNE■MME■EEMNNHM■MEOM■MEMH■MH ■■r■■■NN■■■■�■■ii■■■■i■■■■■■■MEMO■■■■■■■■■■■■■■■■■N■■N■■■■■■ ■■■■■SOMEONE MnMCMCorisum 9M■N.H■ENO■■■■■EN■M■REEK saaElM■■■■■■ ■MMNM■■MM■M■N■ al.3 GIli■HI E■■HE■ENNE■E■E■■OM■NMNn■MEM nMMMM■■■■M■Mn moons rEONES SOMEONE■NUNN ■■MEN■EOM■EE■mH■OOMHE000EEME■ENEM■■.■�iEEO■OOEMEOMEOO■mNOO MEN.? 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DESIGED BY /z sA CHECKED BY south wrndaor, ct. oso7a anion •u o 0 0 0 0 0 0 0 © 0 adid(UI PDOH n AlIODd O MOid wnwixnirV N N — - ►� 4s•d•j) 01'DA 0 a6o.wny r �` INa o ° o , °o °o 0 0 oOOIS q o o a (•�) 0 0 a s edid 30 y}Bua-i adXl PU0 0 Lp = ,� azis adid UJOISA8 Ui MOij o- 14 (i) AlIcua}ul IIo3UIb2I 00 �• N OV �` _N ONo 0To `� a }ualoiao0 w "ouna sar3y ui ION Pa}oil LU — clJ lilt,% Odld UI gwil CUMNi 40 MIS 0. MIS IuQwbos Odid 4 -� 0 PROJECT o o7-Po•r STORM SEWER DESIGN SheetZ of 3 without gutt�-;Zpow analysts LOCATION-- :!::�mL2 CLn i��J jU O>v'L— civil engineers planners surveyors 0*19n (203) 291-8755 DESIGN STORMS DATE L- Zi -99 Ofessionals, Inc. DESIGED BY iZJ-A CHECKED BY south windsor, ct. 06074 anitiA u o adid(uj;pDaH n AjIoDdDO Mol j wnwlxDW ° N 1p ° Q (( s d•�) IC11301GAM 0 — c• 0 — . . CO u� 0 ° ° aa�oIS 0 a adid 30 y}Buo-i - r -12 odi j puD azlS adid - .s.;.o (b) _ o °i wa}sits uI Moid (I) AJIsua}ui 4'� N r► N �? M IID3uIDU 00 N S Oy h Occ co 0 };ouna cp d sajoy ui p 9 n o _ 0(4d ui VwLL ('wW) )QP4 o} a� N N — r 2 40 .— -o}S ax 'D}S 1 — t PROJECT CIA engineers planner* surveyors U1 adid Cu) DOH Ca-1-3) ujnuqxvpl AjI:oDdD3 BI goo pound IIII IIII N! IIIII MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Enginee DATE: February 16, 1999 RE: Output Technologies 98-70P We have reviewed the revised drawings dated 2/3/99 received 2/11/99 for the Output Technologies Site Plan and have the following comments: Sheet 1 1. Key map shows property of N/F State of Connecticut as part of the Output parcel. Sheet 2 1. The 20' utility easement to the Town should be identified with a bearing and distance of line from monument at south east corner of property to iron pin at Burnham St. 2. A segment of the property line along Ellington Road is not identified (near N/F Jones between N 710 00' 08"W and A 040 37' 55') 3. The proposed access to the site is across property of the State of Connecticut. A right of access is required and should be shown. 4. Iron pins should be placed at property corners of N/F State of Connecticut if this is to be part of the site. Sheet 3 1. A detail is required for the large plunge pool and headwall with 3 pipes that outlet to the detention basin. Sheet 6 1. Note 9 indicates that'"laterals shall be installed at not less than 1% grade." The plan/profile sheet indicates that the proposed grade is .4%. The note should be revised. Sheet 9 1. Details required for riprap pad and for plunge pool with headwalls at outlet to the detention pond. Sheet 10 1. This sheet was not included in the revised set of drawings. JCl/sfg ENGINEER\Prof.-P&z wetlands Applications\DST-Output Technologies\Review Feb 16.doc 1 OUTPUT TECHNOLOGIES, INC. SITE PLAN MODIFICATION 2/23/99 1. Request for modifications to the previously-approved site plan for Output Technologies, Inc., at 125 Ellington Road, I-291 CD zone. The proposed modification involves the relocation of the access driveway and the retention basin from Output Technologies property onto property currently owned by the State of Connecticut Department of Transportation. The purpose of the relocation of the retention basin is twofold: (1) to allow room for future business expansion; and (2) to relocate the driveway to a location that will be more favorable after Route 30 is reconstructed. 2. DOT is a signatory on the application and provided rights to the applicant and the Town to enter upon DOT property for the purposes of testing and survey work necessary to submit this application. The written right of entry from DOT is part of this application record. The DOT property will be conveyed in the future; the details of the conveyance are being worked out among the parties now. In the meantime, construction rights will be granted to Output Technologies so that construction on the retention basin can commence in a timely manner. 3. The site rearrangement includes some revisions to parking areas, with an increase of one parking space. STC review is required because there is an existing permit for the site. 4. The IWA/CC approved the revision on February 17 with no additional bond and no unusual approval conditions. 5. If this application is approved, the Planning Dept. has no additional approval modifications. 1�wN a ~ �� _0� ?d&U&0't u s 1540 SULLIVAN AVENUE • SOUTH WINDSOR,CT 06074-2786 soe.co� AREA CODE 860/644-2511 FAX 860/644-3781 February 26, 1999 Certified Mail Thomas R. McGee, Jr., Vice President DST Realty, Inc. 333 West 11th Street Suite 101 Kansas City, MO 64105 Dear Mr. McGee: Re: Appl #98-70P, DST Realty/Output Technologies Site Plan At the February 17, 1999 regular meeting, the Inland Wetlands A enc Conservation. g g y/ on Commission approved appl #98-70P, IWA/CC permit for the relocation of the access drive and retention basin to the north which requires disturbance of a man-made ditch on property located at 125 Ellington Road, I-291, CD zone as shown on plans prepared by Design Professionals, Inc., Job No. 98-1115 and revised through February 3, 1999. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on February 16, 2004. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. 6. Drainage rights from the State of Connecticut shall be in place - before construction commences. Very truly yours, INLAND WETLANDS AGENCY/ ERVATION COMMISSION Elizieth A. Warren Chairman EAW/pmm Cc: Chief Building Official Planning & Zoning Commission Town Engineer Design Professionals, Inc. t <Ow N se" * Town O-P s-OtdA 1540 SULLIVAN AVENUE•SOUTH WINDSOR, CT 06074-2786 '�OsoR.CO AREA CODE 860/644-2511 FAX 860/644-3781 February 26, 1999 CERTIFIED MAIL Mr. Peter DeMallie Design Professionals, Inc. 165 South Satellite Rd. South Windsor, CT 06074 Dear Mr. DeMallie: Re: Appl#98-70P,DST Realty(Output Technologies)Site Plan We are pleased to advise you that the Planning&Zoning Commission voted on February 23, 1999, to approve with modifications the above referenced application for a Site Plan of Development. This approval is modification to a previously-approved site plan on properly located 125 Ellington Rd., CD 1291 zone as shown on plans prepared by Design Professionals, Inc., Job No. 98-1115. Dated 2/5/99, as revised. This approval is subject to the following modifications: 1. All original approval conditions from Application#98-40P remain in effect. 2. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission. 3. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 4. Town Engineer's comments dated February 16, 1999, must be addressed. 5. If possible, light standards to be reduced to 20 ft. Black and white transparent mylars of Sheet#3 and 4 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. 1 After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, COMMISSION PLANNING&ZONING Frank A. Castro, Jr., Chairman FAC/dlw cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal r r ' 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 06131-754.6 Phone: _(860) 594-3020 March 4, 19.99. Mr. Thomas R. McGee, Jr. DST Realty Connecticut, Inc . 333 West Eleventh Street, Suite 101 Kansas City, MO 64105-1634 Dear Mr. McGee : Subject : Town of South Windsor Output Technologies We have been advised that a bond has been posted with the Department of Transportation' s District No. I Office for the above development . In accordance with Condition No. 5 of Traffic Investigation Report No. 132-9808-01 approved at the September 15, 1998 meeting of the State Traffic Commission (STC) , enclosed is Certificate No. 1398 . The Certificate will expire two (2) years from the approval date of the aforementioned report unless all conditions and require- ments are complied with within that period or permission is requested and obtained from the STC to extend the expiration date . Operation of any portion of the facility is prohibited until all conditions of the Certificate have been satisfied, unless permission to do so has been granted by the STC. It is noted that construction of the facility had commenced prior to the posting of the bond and subsequent certificate issuance . In accordance with Section 14-311 of the General Statutes, a building permit should not have been issued prior to obtaining the certificate . The Certificate and Traffic Investigation Report may now be filed on the land records, to satisfy Condition No. 6, in accordance with the enclosed procedure. Very truly ur , oseph Santaniello, P.E. Executive Director Enclosures cc : Chief Gary Tyler Mr. John R. Collins —Please see Paragraph Nos . 4 and 5 . Mr. Matthew B . Galligan - Town Manager Planning & Zoning Commission Mr. James G. Bubari sAn Awag OpportunityEmployer Mr. Richard J. P o rt h Printed on recycled or recovered paper 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: (860) 594-3020 CERTIFICATE NO. 1398 STC NO. 132-9808-01 APPROVED September 15 1998 ISSUED TO: DST Realty Connecticut, Inc . 333 West Eleventh Street, Suite 101 Kansas City, MO 64105-1634 FOR: Output Technologies 125 Ellington Road (Route 30) 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 PERMISSION HAS BEEN REQUESTED AND RECEIVED FROM THE STATE TRAFFIC COMMISSION TO OPERATE PRIOR TO COMPLETION OF THE CONDITIONS AND REQUIREMENTS . THIS CERTIFICATE WILL EXPIRE TWO (2) YEARS FROM THE APPROVAL DATE OF THE ATTACHED REPORT UNLESS ALL CONDITIONS AND REQUIREMENTS ARE COMPLIED WITH WITHIN THAT PERIOD OR PERMISSION IS REQUESTED AND OBTAINED FROM THE STATE TRAFFIC COMMISSION TO EXTEND THE EXPIRATION DATE. Upon due notice from this Commission, this Certificate may be reviewed and modified or revoked in the interest of public safety. lei Date : Joseph Santaniello, P.E. Executive Director An Equal Opportunity Employer Printed on recycled or recovered paper m 1540 SULLIVAN AVENUE•SOUTH WINDSOR,C r El �- R:co AREA CODE 860/644-2511 E '-, FAX 860/644-3781 April28, 1999 MAY 6 1999 Mr. Chris Sapia SOUTH Output technologies, Inc. �`� ` 60 Prestige Park East Hartford, CT 06108-1919 RE: Permit to Discharge Minor Photographic Wastes 125 Ellington Road Dear Mr. Sapia: The South Windsor Water Pollution Control Authority at it's regular meeting of April 20, 1999 approved the application of Output Technologies of 125 Ellington Road for the discharge to the sanitary sewage system of up to 1000 gallons per day of diluted minor photographic wastes. This approval is conditional upon the State of Connecticut Department of Environmental Protection approval of a General Permit for this discharge. This process includes an X-Rite CBS6 Electrolytic Silver Recovery System. The Town of South Windsor shall be copied on any and all monitoring reports submitted to D.E.P. as required under the General Permit. Very ly yours, Th as Hudson, Chairman Water Pollution Control Authority cc: Matthew Galligan, Town Manager Michael J. Gantick,Director of Public Works Jerry Iazzetta, Town Engineer Marcia Banach, Director of Planning ✓ John Collins, Chief Building Inspector Robert Lugli, Plant Supervisor State of Connecticut Department of Economic and Community Development 505 Hudson Street Hartford, CT 06106 3n5� :y 6 May 3 1999 ' MAY 1990 Mr. Thomas R. McGee, Jr. TF i RECEIVED Vice President r SOUTH WINDSOR DST Realty, Inc. ram, ' 333 West Eleventh Street c��'� Kansas City, Missouri 64105-1807 Dear Mr. McGee: This letter confirms that the Right of Entry agreement between the Department of Economic and Community Development(DECD) and DST Realty Connecticut, Inc. (DST) has been approved by the Department of Public Works, Office of Policy and Management, State Properties Review Board, and the Attorney General's Office, pursuant to Conn. Gen. Stat. § 32-228. In addition, the State is in receipt of all submissions related to said agreement, including payment of$20,000 to the Department of Transportation. DST Realty Connecticut, Inc.'s contractors may enter and begin work on the 6.06 and 0.13 acre parcels of land on Ellington Road in South Windsor on May 4, 1999, under the terms and conditions of the Right of Entry. In the coming weeks you will receive a proposal from DECD that will become the basis of a sale agreement. This next agreement will require approval from the same State entities listed above. Thank you for your investment in the Connecticut economy. We look forward to taking the next steps in this exciting project. Sincerely, '142.3 Mark K. McGovern by Director of Business Recruitment 'y�y ,pF cc: James F. Abromaitis, Commissioner, DECD ��,, David L. Labossiere, Division Chief, DOT Matthew B. Galligan, Town Manager, South Windsor r/ ��� t 8t F&I An Affirmative Action/Equal Opportunity Employer i ■ ,?esign ofessionals, inc. �- ■ civil engineers planners surveyors - gis ! rz�A Hydrologic Study Output Technologies, Inc. 125 Ellington Road South Windsor, Ct. D.P.I. Project No.98-1115 d Rom• s/s/99 1/27/99 165 South Satellite Road, South Windsor, CT 06074•(860)291-8755•FAX: (860)291-8757 Drainage Summary: The analysis is for a proposed development which will include approximately 7 acres of development that is presently under various stages of approval and construction, and also accounts for a possible additional 12 acres of future site expansion. The pond has been designed based on soils test data to determine ground water depth and soil permeability testing to determine recharge capabilities.The average soil permeability was determined to be 167 feet/day.The SCS TR-55 methodology was used as the basis for the analysis.Flow out of the pond through the underlying soils was determined based on the permeability of the soil,the perimeter of the pond and hydrostatic head. The pond was then analyzed as a detention basin using stage/storage and stage/discharge calculations.An emergency overflow structure was added for storms of higher magnitude.The discharge of the structure is to the existing drainage ditch that was constructed as part of the I-291 construction. The summary sheet listed as page 4 of this report depicts the peak flows and maximum water elevations for the 2, 10, 50,and 100 year storms under proposed conditions. The existing flows for the same same storms are also listed. 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NE■OMOO■NEE■■■/■NONO■NO■■OOO■NEONN■■O■ONO/OO/■NNENE■N■EEN■E■OON momommomm ■ENE■ONnNOEONEEN■E■■■NEE/N/EEO■EOEE■OEO/EONEOONE/OOOE/■iOOO■NE ■N■ENONENN/OOOEEEOOONOO■OENEE■NE■E■■■E■ENE■■EE■■O MEMO EEO■■■EEN■ ENnN■■■uN■■■■/N■■N■N■N■■■■■n■NNN■E■E/■■■■■■/N■u■■■/EN/■■■■■■ PROJECT- OUTPUT -rEc4N6c06-1eS STORM SEWER DESIGN without gutter flow onolysls Sheet of LOCATION SOVTN W IND60,2 civil engineers plonners surveyors esign (203) 291-8755 DESIGN STORM /0 y DATE 51 of esslonals, Inc. DESIGED BY RSA CHECKED BY tt7o etiington road. south Mtndsor, ct. 06074 anIDA .u. o 0 0' o' o CU) �n odid.ul pDOH ATIOD&O Mod °' �' a- Q- a- a- wnujlxoyy (s•d•;) a6o�any 01 `� �► to ul r- adO• N o g S O 0 O O adid 10 tabual r OFF azlS_ adid U' U — _ •s• •�} o � M .9 M cJ r b �t J wa}sits ul Mold (i) A}Isua}ul lt- v- cl i4 CA' IID}uida r sJ w C— O (0) }ualog}900 t,6 — lfounB t` (Y) D to 0 O N N Cum) aU .t � to vt to pa}Dlntu — — — 04w) r7 acid ul awll ('Lqw) }alul o} auUU N `� ,9 In In S ut ►� M •g•Oo} •g-O # # #4 # Jo I � � � � 1 m 1 � IS 0 S MIS � v � v U # � u } uoui6a Old # # PROJECT nuTPuT 71GHlV0[06-rE S ith uR SEWER DESIGgutter flowoN�' Sheet Z of LOCATION 5OUTN WINDSOk clvil enginee pionners aurveyore esign rs (203) 291-8755 DESIGN STORM 16 Y • DATE S ofessionals, Inc. DESIGED BY RaA CHECKED BY 1170 e►lington rock, south Windsor, ct. 06074 anIpA u to edld(W PDaH s• o A}loodDO Moil `t V' o- to U1 o^ ° ° 111 Ul r to r' o Ui tri In o 0 wnugxDlry — a6D�any c� Q- tri to s to m •}j o of 0 QO .9 0 0 trLO - odols 8 g g o o g Cl (•�� 10 �- adid Jo tl}Bua'l v- ".L puD o aZIS wild to in — U' v' to to in ►r, :� w waleAs ui Moij �i Q: oo tfi Ui o `R v r r (1) Allsua}ul m ►� Q- to to Ln Co o (0) }UDIOD fao0 co m 0 .A o o � p ao ca }}ouna r o� r sajov ul _ (V) Da-Id W) r- v_- M o a `s p a° `9 S — s o Cum) Gun _ d 6fJ � M Qe}Dlnwnood — ('ww) M wild ul awl1. ('ulw) }alul o} Oulu CNI IZ In to — L') in. s s r ? tntn � .9 � ? •D}S o} MISU q J �n v a v v t 2 ICO I { co # m # { }uewbaS edict v a. U `_: # # PROJECT 0u-rPv7 `tCHAlOLo6-1ES STORM SEWER DESIGN Sheet 3 of without gutter flow analysts LOCATION Soo-M WINDSOP, civl engineers pionners surveyors esign (203) 291-8755 DESIGN STORM 16 y DATE of esslonals, Inc. DESIGED BY---CHECKED BY 1170 eliington road, south Nindsor, ct. 06074 onlDA u. o 0 0 0 adld W PDaH rn A113DdD0 Mold o o p Wnujixv►r �* d-1) �l }1D01aA a6D.WAY . .� inn adoIS N g ('�) ,0 m edid 10 4}Bugl _ — adKl. puD O ez1S Odic] �' U' °0 20- .S 1.O (b) o 0 tualaxe W MO)j (1) Alleua}ul 1A to kn v, IIDJUIDH 00 Cj � NNN � T _ — cJ N (0) }UDIOUIO03 co .40un2l sonv ul co (y) Da'rd >n N CUM quilL pa;Dlnwnooy ( t>j W) M adld ul aWlj ('u1W) 04 }alul O} au L Z 8 3 01 '8 O # # N t # a Jo ro}S o} MIS V U }UGUIUS edld N - iL r' STATE OF CONNECTICUT MEMBERS STATE TRAFFIC COMMISSION Commissioner of Transportation DEPARTMENT OF TRANSPORTATION Commissioner of Public safety w'"•r `°�� 2800 BERLIN TURNPIKE, P.O. BOX 317546 r Commissioner of Motor Vehicles NEWINGTON, CT 06131-7546 Phone: (860) 594-3020 March 19, 1999. Mr. Thomas R. McGee, Jr. Vice President DST Realty 333 West Eleventh Street Kansas City, MO 64105 Dear Mr. McGee : Subject : Town of South Windsor Output Technologies Certificate No. 1398 Enclosed is a copy of Traffic Investigation Report No. 132-9903-01 detailing revised conditions of Certificate No. 1398 which is being forwarded to you as a result of the investigation conducted by the Department of Transportation and approval by the State Traffic Commission at its March 16, 1999 meeting. In addition, enclosed is the procedure for filing Certificates and/or Traffic Investigation Reports on Land R66ords, to satisfy Condition No. 3 . Very truly yours, Joseph Santaniello, P.E. Executive Director Enclosures Cc : Chief Gary Tyler Mr. John R. Collins Planning and Zoning Commission Mr. James G. Bubaris, P.E. Mr. Richard J. PmZth Per E• ITdLAi1q �i'iETtAN��S Ici1. GoNSCRVAT10ti Cp , l5S10@l An Equal Opportunity Employer Printed on recycled or recovered paper TRA-10 REV 1197 Report By: PIO Date: 3/99 STATE OF CONNECTICUT STC No: 132-9903-01 DEPARTMENT OF TRANSPORTATION Checked By: JPO Date: 3/99 TRAFFIC INVESTIGATION Loc. No: REPORT TO THE No. 132-9808-01 MI See Previous STC Report STATE TRAFFIC COMSSION Approved By STC South Windsor Date: MAR 16 1999 Requested By: Location: 125 Ellington Road (Route 30) James G. Babaris � How Requested: Letter Date: 2125/99 EXECUTIVE DIRECTOR Recommendation: In accordance with Section 14-311 of the Connecticut General Statutes, it is recommended that the conditions of State Traffic Commission Certificate No. 1398, State Traffic Commission Report No. 132- 9808-01 approved on September 15, 1998 be revised as indicated below: 1. That the previously approved referenced plans be replaced with a plan prepared by Design Professionals, Inc. entitled "STC Plan" Sheet 1 of 1 dated February 15, 1999 and last revised March 10, 1999. 2. That the total number of approved parking spaces on the site be reduced from 452 to 342. 3. That within sixty (60) days of the approval of this report, a copy thereof be recorded in the municipal land records in accordance with the attached procedure. 4. That the State Traffic Commission reserves the right to require additional improvements 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. Mr. James G. Bubaris, the applicant's authorized representative, concurred with the above recommendations on March 12, 1999. Chief Gary Tyler, the Legal Traffic Authority for the Town of South Windsor could not be reached at the time this report was prepared. B Y Division of Traffic Engineering Bureau of Engineering and Highway Operations 1 Report of Findings Output Technologies Town of South Windsor STC No. 132-9903-01 On September 15, 1998, the State Traffic Commission approved Certificate No. 1398 for Output Technologies for a total floor area of 150,000 sq.ft. and 452 parking spaces. The letter from the applicant's engineer dated February 25, 1999 indicated a change in the location of the site drive. The new location of the site drive will be on the parcel of land currently owned by the State of Connecticut and is in the process of being acquired by the Town of South Windsor. The Town will subsequently grant to the developer the rights to construct and operate a detention basin, an access drive and utilities. The applicant's engineer's letter noted that the total number of parking spaces will remain at 452, as previously approved. However, due to the redesign of the site drive and detention basin, the total number of parking spaces approved by the Town of South Windsor is 342 and was incorrectly stated in the letter. 2 t041M af4 1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074-2786 ��Osoe.coN AREA CODE 860/644-2511 FAX 860/644-3781 July 7, 1999 DST Realty Thomas R. McGee, President 333 West 11' Street, Suite 101 Kansas City, MO 64105 Dear Mr. McGee: Re: Expiring Letters of Credits/Appl 98-70P, Output Technologies The Planning and Zoning Commission is holding the following Letter of Credit: PROJECTS BANK AMOUNT EXPIRATION Output Technologies NEB $10,000 8/31/99 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendment promptly? Very truly yours, Michele R. Lipe Assistant Director of Planning MRL/dw 09/23/1999 13: 21 8602918757 DPI PAGE 07 . ......... DESIGN PROFESSIONALS, INC. civil engineers # planners * surveyors ,* gis To- Marcia Banach, Planning Director September 23, 1999 Town of Smith Windsor 1540 Sullivan Avenue South Wikidsqi, CT 06074 Re-, [STY As-Built Survey DP).ProjectNo. 98-1.115 As per our discussion earlier today, please be advised that Design Professionals, Inc. will, submit a revised as-built survey for the OTT site-on or before.,October 1, 1999. This survey will include contniirq for the basin and swale area. DESIGN PR()fESSIONALS. rNC. By Peter R. DeMall ie Principal 165 South Satellite Road, South Windsor; Connecticut 06074 Tel; (860)291-8755 *Fax: (860)291-8757 if 5/31/00 15:15 C816-391-2510 JE DUNN CONSTRUCTION Carri Cornelison-),Michele Lipe 2/2 JE DUNN _ , .. CONSTRUCTION COMPANY 1 Via Fax: 860-644-7280 May 31, 2000 Ms. Michele Lipe Town of South Windsor, CT 1540 Sullivan Ave. South Windsor, CT 06074 Re: Landscape Performance Bond Bond No. 81438014 Dear Ms. Lipe: In lieu of extending the Letter of Credit currently in place with the Town of South Windsor for Landscape and Planting Work at the DST Output Technologies facility,J. E. Dunn agrees that the above-referenced bond may be used as security for remaining wetlands planting Work, if any, to be performed at the DST Output Technologies facility. After we have verified that the wetlands planting work has been completed, we will request an inspection and release of the bond. Thank you for assistance and cooperation with this matter. Sincerely, J. E. DUNN CONSTRUCTION COMPANY t—'1 A::�— Thomas F. Whittaker Counsel TFW/ cc: Casey S. Halsey Gordon Lansford John Gottsch CON-32 REV. 1/89 STATE OF CONNECTICUT. DEPARTMENT OF TRANSPORTATION CERTIFICATE OF INSURANCE This is to certify that the Insurance Company named herein has issued to the named insured the policies listed below,thatthese policies are written in accordance with the Insurance Company's standard policies and endorsements,except as indicated below or as noted in the attachments hereto,which policies and endorsements will be made available to the Department of Transportation upon request,that they provide coverages and limits of liability shown with respect to the hazards indicated,that they are in force on this date,that all de- ductible amounts are indicated below,and that this Certificate is furnished in accordance with and for the purpose of satisfying the re- quirements of the Department of Transportation in connection with the award and performance of any contract or agreement,or the issuance of any permit or authorization by the Transportation Commissioner or duly authorized agent.The Insurance Company agreesto investigate and defend the insured against all claims for damages,even if groundless. NAME OF INSURED Town of South Windsor ADDRESS 1540 Sullivan Avenue CITY So 1 h Winrlg.+r •STATE r.T Coverages and Limits of Liability Hazards Policy Effective Expiration Bodily Injury Liability and Property Damage Liability Number Date Date All Persons/All Damages Each Accident or Occurrence AGGREGATE Protective Liability for and in *A the name of the State of Conn. (1)See Below *B Contractor's Public Liability GP09000205 7-1-98 7-1-99 750 000 $1,500,000*C Contractor's Protective Liability *p Contractual Liability (1) (2)See Below E Completed Operations Liability Explosion,Collapse,or F Underground Damage Liability Automobile Liability G Owned Automobiles Hired Automobiles Non-owned Automobiles H Railroad Liability I J Valuable Papers and Records xxxxxx xxxxxx xxxxxx Possession All Other Valuable Papers and Records jK **Workers'Compensation Statutory Coverages and Limits State of Connecticut Is Named As Additional Insured '.'Compensation Commissioner's Certificate shall be supplied herewith by self-insured party. Check This Certificate is issued in accordance with the terms of: ❑ Construction Contracts ❑ Maintenance Work (by Purchase Order) ❑ Demolition Contracts Right of Entry ❑ Permit Work No. EX Lease Agreement Rights of Way ❑ Agree No. ❑ Engineering 1�Project No. 132-70-26B ) ❑ Other Specify Engineering and &including all operations incidental thereto. PARTY FOR NOTICE Bureau Highway Operations unit.0405 Title: Carol M. Brody, Pro Agent 2 P.(1) It is agreed that the herein named Insurance Company waives governmental immunity as a defense and will not use the defense of governmental immunity in the adjustment of claims or in the defense of any suit brought against the State,and it is further agreed that the Insurance Company will bill premiums and audit charges earned under the protective liability policy to the above named insured. (2)LIABILITY-The insured shall at all times indemnity and save harmless the State of Connecticut,the Department of Transportation, and their respective officers,agents,and employees,on account of any and all claims,damages,losses,litigation,expenses,counsel fees,and compensation arising out of injuries(including death)sustained by or alleged to have been sustained by the officers,agents, and employees of said State or Department or of the insured,his subcontractors,or materialmen,and from injuries (including death) sustained by or alleged to have been sustained by the public,any or all persons on or near the work,or by any other person or property, real or personal(including property of said State or Department)caused in whole or in part by the acts,omissions,neglect of the Insured, including but not limited to any neglect in safeguarding the work or through the use of unacceptable materials in constructing the work,of the contractor or permittee,any subcontractor,materialman,or anyone directly or indirectly employed by them or any of them while engaged in the performance of the contract,or agreement,orwork under a permit,including the entire elapsed time from the date ordered to start work or the actual start whichever occurs first until the completion as certified by the Department of Transportation. IN THE EVENT OF ANY RESTRICTIVE AMENDMENT TO,ANY CHANGE IN,CANCELLATION OF OR FAILURE TO RENEW ANY ONE OR MORE OF SAID POLICIES THE St. Paul Guardian Insuranre Company SHALL GIVE NOT LESS THAN THIRTY DAYS WRITTEN (Insurance Company) NOTICE TO THE PARTY FOR NOTICE TO WHOM THIS CERTIFICATE IS ISSUED OF SUCH AMENDMENT,CHANGE,CANCELLATION,OR FAILURE TO RENEW. DATEDTHIS 21st DAYOF December 1998 St. Paul rttarAian Insures ^mpany (INSURANCE COMPANY) 160 Water Street New York, Di 10038 04_05 Carole M. Brody__�r_ (ADDRESS) UNIT _ EMPLOYEE CIRMA STATE OF CONNECTICUT (AGENCY) DEPARTMENT Of TRANSPORTATION 90OCbaT 6510 2800 BERLIN TURNPIKE (A RESS) P.O. BOX 317546 '' (AUTHOR D NA &SI NEWINGTON• CT 061.31-7546 1 f r ° T.O.W. .5 59 -_ B.O.W.59.5 " �' T.O.w.60.5 s� { T.O.W.82.0 61. 4.25 B.O.W.57.0 _$, 5 3 Y slat uo. rs - Nyf 1 � fir:= JOSVW IK JOWs N � STAFF OF fi \ y, T.O.W.60.5 � TTpLLy 548EORM TYP.) O.W..-� T ARc 2T6i47ll�NGV IIVV = - 80 0.25 . 57.5 3-F'`• - .W.57. .5 Q 597 \, � r66.0 i•5 O.W.et - \ PLUNGE POOL r 917X - J 22 6 2 1 61 _ d 56.75 _ ..m ti _ 61.75 R .f4 Ora 12 BE f1 f7 X�R -T ._ ;�... _ .` P /_ 59.50x _ 15 !d O 10 t2 SO !7 62 !J O AZED t ,*_ _ 59. ?4"MA 1? o / ` do 14 EY 10 4 9 s'a 59.5 1 _....._ I y EX Z KMAPLE`,. - _ x60.10 42 o S 1 13 I 150�PROPOSED sq.f 6 6, 9 18. `APLE FFE=62.75 ' a 60.20 0.5 co Z 0.25 7 60.0 I 80.0 PAD G 399.83' r r /I 2-45*1 FEND r }� PROPOSE Pm.0a f1RE WATER�ATEK'ONE a SDNEU A INa � Cp -- ` � pRpp KIND' .. 1 0 6 SEO.CB PIW4=55.00 �O B 3 s 56D33TIM ` CB#3A INV.= -fib C13#5 RAPROCK�M (TYPJ CB#4 NVIN=54.92 E]�VV TF=6Q co INY=56.26 � INV=54.12(18'' O O 94V=54.19(15' v � INV 55. PLUNGE POOL C1312 1N_9.75y �H0o6 INV=53.88(18") 1F=60.95 INV=56.6 O TFV= •� - UPSTREAM - DOWNSTREAM B#9 STORM STORM aED.CB STRUCTURE STRUCTURE INY=57. =5g•75 PIPE INFORMATION O NV-54.54.5 1 CB#1 78 LF-157 PERFORATED ADS N-12 O 0.005 FPF = 79 C13#2 - 9 CB#2 84 J PERFORATED ADS N-12 O 0.005 FPF _CB#4 CB#3 14 LEAS' PERFORATED ADS N-12 O 0.005 FPF CB#4 C1313A 72 LF•••15'PERFORATED ADS.N-12 O 0..005 FPF CB#3B f7 CB#36 70 LF"•15' PERFORATED ADS N-12 O 0.005 FPF CB#3 CB/5 78 LF•••15' PERFORATED ADS N-12 O 0.005 FPF C8#7 N=59.50 Cap 12 Ll POFORATED ADS N-12 00.076 FPF C8#7 CB1155 =59 5 CB# F-15'7 72 L PERFORATED ADS N-12 00.005 FPF CB#8 TTFF// TR IN CB#B 76 J 5" PERFORATED ADS N-12 00.005 FPF CB#9 11 12 0.50 INV656 GFHM.5 CB#10 30 LF"•15" PERFORATED ADS N-12 O 0.005 FPF CB#11 INV=57.20 INV=5 Y.=55.25 CB111 70 LF•-15" PERFORATED ADS N-12 O 0.005 FPF CB#12 INV= 85 O SED CB CB#12 70 LF"•iS PERFORATED ADS N-12 O 0.005 FPF CB#13 ## #14 f8 NV=54�55(1 B') CB#13 66 LEAS"PERFORATED ADS N-12 00.005 FPF C8115 0-50 114 14 J PERFORATED ADS N-12 O 0.008 FPF CB#15 =56.28 CB 20 = .CB 50 - 15 66 LF 15"PERFORATED ADS N-12 O 0.005 FPF CB#16 TF Jill INV= 6 66 LF^•15'PERFORATED ADS N-12 O 0.005 FPF ClTF�611.00 'O 9 W/1R CB117 90 LF-15'PERFORATED ADS N-12 O 0.008 FPF CB#9 'C INV=57.35 #1 C819 84 LF•-18' PERFORATED ADS N-12 O 0.006 J BASIN INV=54.85(1 INV.55.10 0 BLDG. 90 LF 15"PERFORATED ADS N-12 O 0.005 FPF CB#19 INW-`�•0 CB#18 30 LF"•15'PERFORATED ADS N-12 O O.OD5 FPF CB#19 C8#19 39 LF-15"PERFORATED ADS N-12 O 0.005 FPF CB#2O TD#i75 CB#20 144 L£15"PERFORATED ADS N-12 O 0.005 FPF RET. BASIN - TF=58. INV=57.50 ' BLDG. 115 LEAS"PERFORATED ADS N-12 O 0.0055 FPF CB#24 CB#24 66 LF-18'PERFORATED ADS N-12 O 0.005 FPF C81,25 C5122 66 LF-15"PERFORATED ADS N-12 O 0.005 FPF CB#23 C13#25 94 LF 18"PERFORATED ADS N-12 O 0.005•FPF CB#23 MCB#23 CB#23 130 JPERFORATED ADS N-12 O 0.005 FPF CB#21 - 920 W/TRAP HOOD CB#21 134 J PERFORATED ADS N-12 O 0.005 FPF RET. BASIN INV=55.78 =58.75 NV=55.20(18" CB127 26 LF-15"PERFORATED ADS N-12 O 0.0075 FPF CB#26 V=55.4 15' CB#26 15 LEAS' PERFORATED ADS N-12 O 0.033 FPF ENDWALL O n. - O =559.25 TF58.75 NV=55.67(18') - - - INV=57-WB-) CB#24 50 INY=58 (,fi") REVISED DRAINAGE: 5/5/99 "Y= SCALE: 1 "=60' T N OF SOUTH 'WINDSO STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: t CHANGE ,:ORDER CONTACT PERSON Pbione No. IAddress s s �p i �i R r it+ t & `" 5 E.L+ row s c r Ir 7" 0 JF&2j Site Name- +p,,,* .1., «. ,•._ P&Z No. Owner 3'f" r t 't Phone No. Contractor Signature of Owner Dates Ft �o# Signature of Design Engr. Dater /61 CHANGE (Describe location and nature' f change Include Four (4 ) copies of plan/profile of Change. ) AI ftop { Reason for Change: (Why is change required) j t c r r7 r R_�i yE `T-, 1' .-z k„S-0 #W+k y 4-1 l u w �4 ►•,,f. APPROVALS: (As Required) , .. Dir. Of "Planning Date: 44 - Town Engineer 1 Date: t Dir. of Public o s Dates Other Date:STAFF .CO S: F k White - Town EngineerF.,: : App' cant Pink Director of Planning Goldenrod - Engineering Department 4 TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & .SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSONS,r�.�, e r . �t Phone No. �J Address lh. sit Oro /,`fit 41H 0&0 y Site Name P&Z No. Owner '%T Z, 1 ' Phone No. Contractor TV Signature of Owner Date: + Signature of Design Eng . Dater CHANGE: {Describe location and a re f cVage. Include Four (4 ) copies of plan/profile - hange ) r� >> l Reason for- Change: (Why is change required) APPROVALS: (As Required) Dir. Of Planning Date: �+► d Town Engineer Dater Dir. of Public W r s Date: Other: # Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON K• X5b&t OCd Phone No. 291 7S5 - Address DK• 165 S. Sab&Mt7s ]Rd* South WirgUMAM 06074 Site Name t Rim P&Z No. Owner DST Rn1tfy t fleet tlult. . Phone No. Contractor As't H (Site) & JZ Signature of Owner Date: 5/10/99 Signature of Design Engr. Date 5/10/99 -CHANGE: (Describe location and a r of Inge. Include Four (4 ) copies of plan/profile of Change. ) Pf 10t M8tW1Y Of rA v LX ram to an eta east,W4 of the asw YtCposed SW&U. PLOW' #ease! =XlbW of POrk'M SPWMAh an (W'ginsl sits clan. Reason Ifor Change: (Why is change required) 1b avoJA oasts of rawwing the parkim lot if a oaw buUALM wac+r onnstracted tad Iff the bieAXiM mvv , U.Awwwam wee sue• 'he nW par+apcasd lsss►ti sholM be pit fm- ei*= lam. APPROVALS: - (As Re uire ) •- Dir. Of Plannin Date.: Town!Engineer Date: Dir. of Publi ork Dates Other: Date: y STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink Director of Planning Goldenrod - Engineering Department i ■ ,?esign ofessionals, inc. ■ civil engineers planners surveyors gis ■ Hydrologic Study Output Technologies, Inc. 125 Ellington Road South Windsor, Ct. D.P.I. Project No. 98-1115 1 _ r 1 REV. 5/5/77 1/27/99 165 South Satellite Road, South Windsor, CT 06074•(860) 291-8755•FAX: (860)291-8757 Drainage Summary: The analysis is for a proposed development which will include approximately 7 acres of development that is presently under various stages of approval and construction,and also accounts for a possible additional 12 acres of future site expansion. The pond has been designed based on soils test data to determine ground water depth and soil permeability testing to determine recharge capabilities. The average soil permeability was determined to be 167 feet/day. The SCS TR-55 methodology was used as the basis for the analysis.Flow out of the pond through the underlying soils was determined based on the permeability of the soil, the perimeter of the pond and hydrostatic head. The pond was then analyzed as a detention basin using stage/storage and stage/discharge calculations.An emergency overflow structure was added for storms of higher magnitude.The discharge of the structure is to the existing drainage ditch that was constructed as part of the I-291 construction.The summary sheet listed as page 4 of this report depicts the peak flows and maximum water elevations for the 2, 10, 50,and 100 year storms under proposed conditions. The existing flows for the same same storms are also listed. 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Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrographpe No. ty flow interval peak Pe period hyd(s) elevation storage. description (origin) (cts) (min) (min) (acft) (yrs) (ft) (tuft) r 1 SCS Runoff 8.0 6 786 2.16 2 — 2 yr to pond 2 Reservoir 1.7 6 1014 2.16 2 1 53.94 46606 2 yr pond 3 SCS Runoff 23.8 6 774 5.36 10 — — 10 yr to pond 4 Reservoir 4.0 6 984 5.36 10 3 54.51 125791 10 yr pond 5 SCS Runoff 43.7 6 774 9.28 50 — 50 yr to pond 6 Reservoir 7.6 6 942 9.28 50 5 55.18 222273 50 yr pond 7 SCS Runoff 53.7 6 774 11.28 100 — 100 yr to pond 8 Reservoir 10.2 6 918 11.28 100 7 55.48 265755 100 yr pond 10 SCS Runoff 5.0 6 786 1.57 2 — exist.2 yr 11 SCS Runoff 18.3 6 780 4.36 10 — exist.10 yr 12 SCS Runoff 36.2 6 774 7.92 50 — exist.50 yr 13 SCS Runoff 45.6 6 774 9.77 100 — exist.100 yr Proj. file: 1115NEW.GPW OF file: HARTFORDADF Run date: 01-29-1999 •.• Tilt l ■■■■■■■■NNE MONSOON■■■■■■■■=SENE■■■■■■■■■■na■■■SEEN■OMEN MOMME ONE ■■!■! ■NOMMON ■■■■■■N■■Oman■■!■n■ONE ■■■N■!■S■M MEMOMME 0 NEON ME EMMN a■O■sass■aN■■■■■N■■■an■aN■E■m■■■■■an■■a■■■■M■a MOMMINUM NONE ME gas MEMOMME MEN MEMO■aENEEO■a■NaE1l9EL:■■anaENOMMEE■Nm■N■ma■EEEMN■Ea■SEMEN ■Ea■a■a M■NNE■anana ■■■a■S■MMMa■M■■aOamMM■■■ME NOOSE■a"NEON --a 0 SOMOMMEMIN OMa■■Ea MEN■EM■ a No no ■■MUM■ENMa■aNaaaN NNE Na■a■■■nma■aanM■NNE■NN■N■Maaa■a■amaa■■Na MENNE■ or 0i■■Ma■■MNN■�MM��■�MRe�EEa■m■EmaE m■■■mma iMEMOiC`YiVliuiamEaa■MaaM■Naa MM■MEMEMM■MEceFa SOMMEMEM■MME■aaaaaE■aaaamaa NNE MKM-bY!r's MEN-ffj OMEN NNE ON ME EMN MEN NOOSE sans■aaaaaMEENa■mMMaaaMNMEaN■EN■Ma■aE■MEMO■Ma■a■a■a■MEN■Maa■En NEON EE■EaaENNEamaa■■EEO■a■EEN■■NEMMNMaM■ENNaaamN■a■NaOMEN a 0 am m■a■anaa■a NONE a As so Sam i1i 0 NEON SEEM ME no a NNE "NNE MEMO No so E a a a■M■MN■N■■E■aiw0■Naga■N■E NEON■MaNaaM■aN■aEaaE■■mamma amN■■mom Emn Or, a ■Ma■a■a mom on a mom ME ■m■mMa■sass■mmmm■a■■Em■NEr■Mm■■M■aa■E■EmnmN ENO ENO MrrR irlaUUM No M■mElm■E■NEEEENE MOMME MOVIE MUMENNO mom MOM■M■EaaMENEa■MNNE Man■aMaO■■■aN■a■aN■NnaMEaamM■■a■E■■a■a■E SEESmom a■amaaaMENEMEaaN■■Ea won Maa■■■Nan■aaaaEa a■■■mom■aaaMMOM■OM■Mns_7'-Lal ENaME a 0 son am MASON EM■a■■a■aOa■a■aa mom a MEMNON on SOMEONE 0 a NNE on a■■■a I P.v-.I [�•,i:�.i7■Haii71>iMUSM'i%�:�aaEis7/C�EE3iC�7lm mammas■a■aa■r\1iM■aaaan■nON MOM No 0 OMENS ME 0 mom No 0 NaEEii■■E■N�"""'�������+ MENEM ONE �-- ..n■aa■■Ma■aa■irk■a MUMOR mom mom ME IN MENEM an No an MEMOMME MEMEMMEMOMMEN a'c�■■��MG !ialMr:c�I7•veal3N7!!Il►�LEl1lC^E�INM�ai�r!yr�■77201MOMMOMMEmom NNW mom ■NaaaNO t�MOONS l!■E� M1EE■E. 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Area (A) 3 in Acres Runoff o s w — O1 Coefficient (C) A � _ AC b cAoa, oo �► ' `n tnN C, W N C- Zj „ o Rainfall -a CA w w W w w Intensity (1) [n -0 Flow In system o g $ W CD � (Q) O.S. d . Pipe Size m N e, c'n u► Ui O and Type FP Length of Pipe to `D o -0s j (ft.) 0 Sio ft e 8 8 0 0 8 8 cp�Q N ft.� . Ln In CA LA 0 Average w `" w VelocIt N r in iN -� J o m (f.p.s.� Maximum 4 U1 Flow Capacity -N Ul LR in � U` -' (A (c.f.s.) o Head in pipe v, (ft.) • o . o 0 o a, 'n' Value A (13N031-13—A8 535iS34 0 �o '�ocpul� y}nos 'pool uo76Wilo OLII 1S N91S3a ' VL 90 0 31da �01 -ViSO 'OU1 •SIDUO1989;O SSL9-tSZ 4:00 u61sa NOt1V301 810(aninr sjouuold sisoulbuo ll^lo oS N1 AQ� --- ;o Z;"4S s1�N�iS3U 4S VIMOIS I -pi-go-ON . In 103t'02id �0iiiii��iiii°iii����������ii=� RAINFALL INTENSITY CHART IN INCHES PER HOOK HARTFORD , CT STORM MINUTES ' (YRS) 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 2 4.1 3.8 3.6 3.4 3.2 3.1 3.0 2.9 2.8 2.6 2.5 2.4 2.3 2.3 2.2 2.2 2.1 2.1 2.0 2.0 1.9 1.9 li8 1.8 1.7 1.7 1. 7 1. 7 10 6.2 5.6 5.4 5.3 5.0 4.7 4,5 4.4 4.3 4.1 4.0 3.9 3.8 3.7 3.5 3.4 3.3 3.3 3.2 1.2 3.1 3.0 2.9 2.9 2.8 2.7 2.6 ].2 25 7.1 6.7 6.4 6.1 5.7 5.6 5.4 .5.2 5.0 4.9 4.7 4.5 4.4 4.3 4.2 4.1 4.0 4.0 3.9 3.8 3.7 3.�6 3.5 3.5 3.4 3.3 3.2 50 7.7 7.4 7.0 6.7 6.5 6.1 6.0 5.8 5.6 5.4 5.2 5.1 5.0 4.9 4.7 4.6 4.5 4.4 4.3 4.3 4.2 4.1 4.0 3.9 3.8 3.7 3.6 3.6 5.4 5.2 5.1 5.0 4.9 4.8 4.7 4.6 4.5 4.4 4.3 4.2 4.1 4.0 3.9 3.8 100 8.4 8.0 7.6 7.3 7.0 6.8 6.6 6.4 6.2 6.0 5.8 5.6 STORM MINUTES (YRS) 33 34 35 36 37 38T 39 40 41 42 43 44 45 .46 47 48 49 '50 51 52 53 54 55 56 57 58 59 60 2 1.6 1.6 1.6 1.5 1.5 1.5 1.4 1.4 .1.4 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1. 1 1.1 1.1 1.1 10 2.6 2.5 2.5 2.5 2.4 2.4 2.3 2.3 2.3 2.2 2.2 2.1 2.1 2.1 2.0 2.0 2.0 2.0 1.9 1.9 1.9 1.9 1.8 1.8 1.8 1.8 1.8 1.8 25. 3.1 3.1 3.0 3.0 2.9 2.9 2.8 2.8 2.7 2.6 2.5 2.5 2.5 2.5 2.4 2.4, 2.4 2.4 2.3 2.3 2.2 2.2 2.2 2.2 2.2 2.1 2.1 2.1 50 3.5 3.4 3.3 3.3 3.2 3.2 3.1 3.1 3.0 3.0 2.9 2.9 2.8 2.8 2. 8 2.7 2.7 2.7 2.6 2.6 2.5 2.5 .2.4 2.4 2.4 2.4 2.4 2.3 100 3.8 3.7 3.7 3.6 3.6 3.6 3.5 3.5 3.4 3.4 3.3 3.3 3.2 3.2 3.2 3. 1 3.1 3.0 2.9 2.9 2.8 2.8 2.7 2.7 2.7 2.7 CHART 2 January 1 ' t I i _.. 1����I !i{i�y{ mow.*��'f ) �1•t I � ! 1 '� I L .1�'I t C � � 1j 1 ND Itt ol r a CIE) # o � - 1 t � i 1 / N r , ��. )I��\�\� mop'® ll , .� r��"'� -.�� �`' �i�i"" •�:��" �m,11 ^ AK Aid Al mu V N V=54. • SEDCB do, . P INV=55.00 47Z)VO CB 30 cc s (L 1F=59.50 V.=54.75 \N\ O C B38 3 INV.60TFU56 33 INV.- .68 ` o CBj3A 7F=60 NV.N=54.92 ��� TRAPR M TYP.) INV61 p INV-56.26 coTO ELEV. .0 a ` 7 TF 9.7 V=54.12(18") i O INV=55. V=54.19(15") NGE P001_ C8 f2 TF 9.75 00=60. AP H000 IN TF O WV �AP HOOD TF-5 .00 1!56.6.6 4 .50 -55.50 O V 7 O 6 � � INV-657 O p /28 O DRAINAGE REVISION (5/10/99) =58.75 T AP HN n ONY=54_ , RL-5.2 SCALE: 1 =60 9 v=54. F.L=s4.v O 15 O f7 UPSTREAM DOWNSTREAM •�i f6 STORM STORM f3 STRUCTURE PIPE INFORMATION STRUCTURE =59.50 CEI##tt CEI IN V CB#1 78 LF-15" PERFORATED ADS N-12 0 0.005 FPF CB#2 WI'5 OOD INv 9 5 CB#2 84 LF-15" PERFORATED ADS N-12 00.005 FPF CB#4 ,1 O iNF .1 - 12 rcNv 0.50 INv=56.1 Tdn�5 CB#3 14 LF-15" PERFORATED ADS N-12 00.005 FPF CB#4 INV=57.2 NY.=5525 CB#3A 72 LF-15" PERFORATED ADS N-12 ® 0..005 FPF CB#3B INY- 85 NV 5 18 C9#36 70 LF-15" PERFORATED ADS N-12 00.005 FPF CB#3 11 '^ 60.50 CB#4 68 LF-15" PERFORATED ADS N-12 0 0.005 FPF CB#5 1 =56.26 .� Oco B CB#5 78 LF-15" PERFORATED ADS N-12 @ 0.005 FPF CB#7 14 19 IN 550 CB#s 12 LF-15" PERFORATED ADS N-12 ®0.076 FPF CB#7 INV-5 f0 CB#7 72 LF-15" PERFORATED ADS N-12 00.005 FPF CB#8 •t - N=57p.35 `^ TF CB#8 76 LF-15" PERFORATED ADS N-12 00.005 FPF CB#9 INV.=54.85 INV.55.10 11 INV=56.0 CB#10 30 LF-15" PERFORATED ADS N-12 00.005 FPF CB#11 •• .y'>?.•:�! •.,;Et.�.+ ry' Cep 1 70 LF-15" PERFORATED ADS N-12 00.005 FPF CB#12 CB#12 70 LF-15" PERFORATED ADS N-12 00.005 FPF - CB#13 TF�5B.75 `f'' CB#13 66 LF-15" PERFORATED ADS N-12 00.005 FPF CB#15 INV-57.50 •• •ma' ' :y��• PA r CB#14 14 LF^15" PERFORATED ADS N-12 00.008 FPF CB#15 CB#15 66 LF-15" PERFORATED ADS N-12 00.005 FPF CB#16 CB#16 66 LF-15" PERFORATED ADS N-12 0 0.005 FPF CB#17 CB#17 90 LF-15' PERFORATED ADS N-12 00.008 FPF CB#9 _59.20 CB#9 84 LF;•18" PERFORATED ADS N-12 00.006 FPF BASIN INV=55.7 O BLDG./TD#1 88 LF-15" PERFORATED ADS N-12 00.010 FPF CB#19 CB#18 30 LF-15" PERFORATED ADS N-12 00.005 FPF CB#19 CB#19 39 LF-18" PERFORATED ADS N-12 00.005 FPF CB#20 BLDG./TD#2 118 LF«18" PERFORATED ADS N-12 ®0.005 FPF CB#24 CB#24 94 LF-18"PERFORATED ADS N-12 ®0.005 FPF CB#22 CB#22 128 LF-18" PERFORATED ADS N-12 00.005 FPF CB#20 fi CB#20 126 LF-24" PERFORATED ADS N-12 ® 0.005 FPF CB#28 cow •A'-; PAVEIEAT CB#28 17 LF-24" PERFORATED ADS N-12 ® 0.005 FPF RET. BASIN TmF=58.755 CB#27 26 LF-15"15" PERFORATED ADS N-12 ® 0.0075 FPF CB#26 wv=57. ce24�- TF-59.50 CB#26 15 LF-15" PERFORATED ADS N-12 ®0.033 FPF ENDWALL •�• INV-56.00(18-) r INV=56.6 art CB#29 145 LF-15" PERFORATED ADS N-12 ®0.005 FPF CB#30 '•�.;Lt �'�' CB#30 18 LF-18" PERFORATED ADS N-12 ® 0.0138 FPF RET. BASIN ��•�-? •'• PAVEMENT � r TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON---K. 18bAM OOd Phone No. 191= 7,55 Address EP1, 108. gatel.lit* Ad. Site Name Outpt i�ei� - P&Z No. owner. DOT Flftlty CGIPlmwtj**t,1noe Phone No Contractor Signature of Owner Date: 5/6 9 Signature of Design Engr. Dater CHANGE: (Describe location and nature.of change. Include Four (4 ) copies of plan/profile of Change. ) lot W&J t omm t Q t78i IATA- Reason for Change: (Why is change required) ZED avoid Coate of dspanaiM later in the yW, APPROVALS: (As Required Dir. Of Planning Date: Town Engineer Date: Dir. of Public o ks Date: .. Other: Date: STAFF COMMENTS: White Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department S R'ECE[ v ED TOWN OF SOUTH WINDSQR,. 9 1999 STAFF SITE CHANGE FOR SITE & SUBDIVISION 5 P�� �€� : GENERAL: X• CHANGE ORDER CONTACT PERSON rV L) RAF, 3h tj to Phone No. Z9 us Addressrr1PAEMA A 'tom 60,0 LAJ t 1JI?'� Site Name . P&Z No. Owner Phone No. Contractor 0$Moo Signature of Owner Date: + •» �} r ,� Signature of Desig41, "'. Dater 4,..+1 .»9�9 CHANGE: (Describe location and na re f Xange. Include Four (4 ) copies of plan/profile of Change. ) 1 Reason for Change: (Why is change required) ! f APPROVALS: '' (As Required) . Dir. Of Planning Date: , Town Engineer Date: f t / 3 Dir. of Public o ks .� Dater tt Other: Date: STAFF COMMENTS: R White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department