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sw technology 02-18/01-47 south windsor
t OWN St J a � {vC, 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 �r��sox•co�'� AREA CODE 860/644-2511 CERTIFIED MAIL April 10, 2003 4,ol, g Mr. Peter DeMallie /"IN�NGQ �iNo ?�0�? , Design Professionals, Inc. Fop 165 South Satellite Road South Windsor, CT 06074 Re: Appl#02-18P, '' r Ties Center, LLC Conditional Approval Dear Mr. DeMallie: We are pleased to advise you that the Planning&Zoning Commission voted on April 8, 2003, to approve with modifications application #02-18P, Conditional Subdivision Approval to create a 38 lot industrial subdivision on 80 acres to be known as South Windsor Technologies Center, LLC, on property located south of Patria Road and Schweir Road, east of Route 5, I zone as shown on plans prepared by Design Professionals, Inc., project #1253 dated April 11, 2002, as revised. This approval is subject to the following modifications: 1. This approval is for 38 lots,numbered 1-38. .2. Concrete sidewalks,built to Town specifications, shall be installed on one side of all new streets. 3. -Drainage and construction for this subdivision is subject to the approval of the Town Engineer. 4. All lots shall be serviced by the Town of South Windsor sanitary sewer system and are subject to the approval of the Water Pollution Control Authority. 5. Water shall be supplied to this subdivision by public water. 6. Street lighting shall be installed on streets, at intersections, and on cul-de-sacs in accordance with the policy established by the Chief of Police. Street lighting is to be coordinated with the Chief of Police(copy enclosed). 7. Street names and locations of fire hydrants are subject to the approval of the Fire Marshal of the Town of South Windsor. Street names and supporting posts shall be installed by the developer in conformance with the standards of the Town of South Windsor, at no expense to the Town. 8. A liability insurance policy shall be submitted to this Commission naming the Town of South Windsor as an insured, with a combined single limit for bodily injury and/or property damage in the amount of$1,000,000. 9. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including 3 bonds: $25,000 to ensure proper installation and maintenance of erosion controls, and stabilization of disturbed areas associated with the installation of the road and stormwater system; $50,000 to ensure the property installation and establishment of proposed created wetland areas for the purpose of mitigation of wetland disturbance; and$25,000 to ensure adequate and proper installation of stream.stabilization materials. 10. Prior to commencement of any site work, a meeting must be held with Town Staff. 11. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 12. This conditional approval allows the subdivider to proceed with construction,maintenance, and installation of improvements and utilities in accordance with the approved subdivision plan and applicable regulations of the Town in lieu of posting subdivision surety. This approval does not allow the applicant to sell or offer for sale ay lot within this subdivision under this conditional approval. Final approval must be obtained from this Commission,per Chapter 3.D.2 of the subdivision Regulations,prior to selling or offering for sale any lot within this subdivision. 13. This conditional approval is valid for three years from the date of approval and shall expire on April 8, 2006. 14. Note#9 on the plot plan must be modified to state: Roof runoff from individual sites must be directed via overland flow to adjacent wetlands. 15.Note#11 on the plot plan must be modified state that intensively maintained turf grass will not be allowed in upland review areas. Transition areas of native herbaceous or shrub species must be planted between developed areas and native vegetation. 16. Road sub-base requires 12 inches of gravel. The pavement section will be 4 inches of bituminous concrete, 6 inches of processed aggregate base, and 12 inches of gravel sub-base. 17. Include a note on the plans that each of the detention basins is sized for � %or square feet of impervious coverage for the entire subdivision.This information will be,used for future site analysis as lots are developed.. 18. A concrete sidewalk, 4 feet wide, is required on the west side of the existing portions of Patria Road and Schweir Road; from Sullivan Avenue to the beginning of the proposed extensions of the roads. Both ends must terminate with a ramp from the sidewalk to the street. Black and white transparent mylars of Sheets#8-15 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations)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 mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk by July 26, 2003. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, 4e�J c� Kevin McCann, Chairman Planning and Zoning Commission KMcC/kah cc: Town Engineer's Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal David Caron PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM TO: Matt Galligan,Fred Shaw, Michael Gantick, Thomas Field,Bill Lanning,Kris Lindstrom, Ray Favreau, Karl Reichle,Mel Stead,John Collins,Bob Deptula,Jeff Doolittle"' FROM: Marcia A. Banach, AICP,Director of Planning The Planning&Engineering Departments have received plans for the following project: :gyp I -4`I(�. ��, 1� �-►L-� ,..� i o�6 (/J� � Y /1- .1i lL7 Location: of U O Site Plan .�Subdivision No.Acres 139 fi Zone Industrial O Commercial O Residential No. Lots/Units Water. .Public O Private Well Sewerage: Q(Public O Septic system(s) Project Description: 1-43 ,16 1— Future Town-owned property involved? Yes O No / 7 new street(s) 9 new detention area O new open space/recreation area O active O passive Planning Department notes: Please comment by �/�, and return to the Planning Department. RECEIVED NOV 16 2001 SOUTH WINDSOR ENGINEERING DEPT. PLANNING DEPARTMENT TRANSMITTAL DATE: �iy jo, TO: U-4, O"d 1 RECEIVED NOV 14 ZO Ol SOUTH ENGINEE W WE ARE SENDING YOU: EK INDSpR ING DEpT PZC initial plans 0 Drainage computations 0 PZC revised plans 0 Bond estimate request 0 PZC Final plans for filing 0 Bond reduction request 0 IWA/CC plans 0 Correspondence O Other Application# Project/Applicant oaj � �- THESE ITEMS ARE TRANSMITTED: qFor review and comment 0 For your files O For your use 0 As requested 0 Other PLEASE RETURN/COMMENT BY: ��ho I o, COMMENTS: Copy to: From: a.." Planning Department 8/98 PLANNING DEPARTMENT TRANSMITTAL DATE: z— TO: c RECEIVED MAY 16 2002 SOUTH WINDSOR WE ARE SENDING YOU: ENGINEERING DEPT. PZC initial plans Drainage computations O PZC revised plans 0 . Bond estimate request 0 PZC Final plans for review 0 Bond reduction request 0 PZC Final plans for filing 0 Correspondence 0 IWA/CC plans gr Other NO. OF COPIES APPLICATION NUMBER PROJECDAPPLICANT to. 4 0 THESE ITEMS ARE TRANSMITTED: 'Xi For review and comment -- 0 For your files O For your use 0 As requested O Other PLEASE RETURN/COMMENT BY: COMMENTS: Copy to: From: k Planning Department - 10/98 IONN N Sf4 O Town O-P Sou.,A m C, 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR-CO AREA CODE 860/644-251 1 July 26, 2004 Mr. David Caron 312 Deming Street South Windsor, CT 06074 Re: Appl 02-18P, South Windsor Technologies Center Dear Mr. Caron: This is to advise you that the Planning and Zoning Commission voted on July 13, 2004, to set the site bond for Appl 02-18P, South Windsor Technologies Center for Phase I in the amount of$1,461,717.00 and Phase II in the amount of$883,870.00. A bond or letter of credit in this amount must be posted prior to the filing of mylars and issuance of building permits. Sincerely, Timothy H. Wentzell, Chairman Planning and Zoning Commission THW/kak cc: Town Engineer Chief Building Official Environmental Planner/Conservation Officer PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM TO: Matt Galligan, Fred Shaw, Michael Gantick, Thomas Field,Bill Lanning, Kris Lindstrom, Ray Favreau, Karl Reichle, Mel Stead, John Collins,Bob Deptula,Jeff Doolittle FROM: Marcia A. Banach, AICP, Director of Planning The Planning&Engineering Departments have received.plans for the following project: -O Location: 0 Site Plan Subdivision No. Acres 7 Zone Z 0 Industrial 0 Commercial O Residential No. Lots/Uhits-3,? - Water: O(Public 0 Private Well Sewerage: OPublic 0 Septic system(s) Project Description: Future Town-owned property involved? Yes 0 No new street(s) , new detention area O new open space/recreation area O active 0 passive Planning Department notes: Please comment by -5-/3//,, and return to the Planning Department. DESIGN PROFESSIONALS, INC. crvi engineers -planners -surveyors gis-gps -landscape architects LETTER OF TRANSMITTAL TO: Marcia Banach, Director of Planning DATE: April 23, 2004 Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: South Windsor Technologies Center DPI PROJ. NO: 1253 South Windsor, Connecticut RECEIVED WE ARE SENDING YOU: ❑ for your use APR 2 6 2004 ❑ at your request SOUTH WINDSOR for approval ❑ for your files ENGINEERING DEPT. ® for review and comment ❑ other THE FOLLOWING: (1) One check set of the final plans for your review. The plans were revised per the comments of Jeff Doolittle dated February 9, 2004. Kindly apprise us of comments, if any, so that the plans may be updated prior to submission and filing of the recordable mylars. (2) Copy of the DEP and ACOE approvals. Please schedule this project for a Pre-Construction Meeting at the earliest date available. Thank you. DESIGN PROFESSIONALS, INC. By: 2Z Galen B. Se rebon, P.E. Director of ngineering 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860)291-8755 •Fax: (860)291-8757 Email:dpicivil@aol.com --- - - - - - -- - RECEIVE TOWN OF SOUTH WINDSOR STAFF SITE CHANGE APR 3 ZUU3 FOR SITE & SUBDIVISION SOUTH WINDSOR PLANNING VEPL GENERAL: CHANGE ORDER CONTACT PERSON Pptpr DeMa1 1 i e Phone No. 29i-R755 Address Desian processionals, Inc., 165 South Satellite Rd,South Windsor, CT 06074 Site Name South Windsor Technologies Center P&Z No. 02_18P Owner navid Caron Phone No. Contractor Signature of Ownerjz&g. Date: Signature of Design Engr. Date: - p 3 CHANGE: (Describe location and nature Jf change. Include Four (4 ) copies of plan/profile of Change. ) Arnvi cIF z 1^�tcr plan Reason for Change: (Why is change required) TILral.l ntr rnnst-ru h ion in 2 phases APPROVALS: (As Required) Dir. Of Planning (" .2 Date: 113164 Town Engineer i --r- Date: o ' Dir. of Public W ks Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department E Tracy LaPiene-SW Tech Center Page 1 From: Tracy LaPiene To: Jeff Doolittle Date: 12/30/03 2:03PM Subject: SW Tech Center I received a voicemail from Galen Semprebon of DPI checking to see if we need any addt'I info for the SW Tech Center. We received a copy of the Sullivan Ave widening plan. The plans do not show the location of the Cape Cod style curbing. I do not know if you wish any additional info. Do you wish to have a plan for the proposed sidewalks on the existing roads showing location (which side?)and width and any necessary grading? Please let me know if wish any additional info from DPI and I will let Galen know.Also please let me know if you wish me to take a look at the plans, I only made a cursory view for estimating purposes. Thanks, Trace Tracy LaPiene-SW Tech Ctr Subdivision From: Jeff Doolittle To: LaPiene, Tracy Date: 12/11/03 5:34PM Subject: SW Tech Ctr Subdivision Tracy, Would you please review the bond estimate for the two phases for the SW Technology Center Plan. I left the estimate and two sheets showing the phases on the drafting table. You can let Fred Shaw know if you agree with the numbers. I saw that they changed some of the unit costs and Fred had an estimate that may be why they did that. If you have any questions I will be in on Monday. Thank You Jeff ! M DEPARTMENT OF THE ARMY - -- NEW ENGLAND DISTRICT,-CORPS OF ENGINEERS 696 V►RGINIA ROAD CONCORD,MASSACHUSETTS 01742-2751 REPLY TO ATTENTION OF December 9, 2003 Regulatory Division CENAE-R Permit Number: 200201884 South Windsor Technologies Center,LLC Attn: Peter R. De Mallie 312 Deming Street, P.O. Box 1149 South Windsor, CT 06074 Dear Mr. De Mallie: This is to inform you that we have reviewed your application to place fill in approximately .54 acres of wetland in conjunction with construction of the South Windsor Technologies Center. Work will include two wetland crossings in the vicinity of the ends of Patria Road and Schweir Road, installation of storm sewers, vegetated drainage swales,a piped storm drainage system, and detention basins off Route 194 in South Windsor, CT. Based on our review of the information provided to us as shown on the plans, entitled, " SOUTH WINDSOR TECHNOLOGIES CENTER, SITE PLAN OF DEVELOPMENT, PATRIA ROAD, SOUTH WINDSOR, CONNECTICUT",we have determined that your project will have minor individual or cumulative impacts on waters and/or wetlands. Therefore, this work is authorized under the attached Federal permit, Connecticut Programmatic General Permit(CT PGP, Permit No. 41)when performed in compliance with all the terms and conditions of the attached CT PGP and the conditions contained in the attached November 25t' letter.from the CT DEP. Please review these documents carefully to thoroughly familiarize yourself with their contents. You may wish to discuss the attached conditions with your contractor to ensure that the work can be accomplished in a manner that conforms to all requirements. The time limit for completion of this work is five years from the date of this letter. The CTDEP has issued a Water Quality Certification(WQC) for this project based on their review at our Federal/State Screening Meeting. Therefore, a separate application to the CTDEP for WQC is not required. If you change the plans or construction methods for work within our jurisdiction, please contact us immediately to discuss modification of this authorization. This office must approve any changes before you undertake them. Also,this permit requires you to notify us before beginning work and allow us to inspect the project. Hence, you must complete and return the attached Work Start Notification Form to this office no later than two weeks before the anticipated starting date -2- Also note that this determination does not constitute an authorization to proceed until all other applicable federal, state and local permits are obtained. Performing work not specifically authorized by this permit, starting work without obtaining other required approvals, or failing to comply with the permit conditions may subject you to the enforcement provisions of our regulations. If you have any questions,please contact Zina Cassulo-Henderson, of my staff at (97M 318-8382. Sincerely, mas L. omng Colonel, Corps of Engineers Enclosures District Engineer Copies furnished: Bob Gilmore State of Connecticut DEP-IWRD Bureau of Water Management 79 Elm Street Hartford, CT 06106-5127 Design Professionals, Inc. 165 south Satellite Road South Windsor, CT 06074 STATE OF CONNECTICUT DEPARTMENT -OF ENVIRONMENTAL PROTECTION - P November 25,2003 ropert DeSista,Chief Regulatory and Enforcement Branch U.S. Army Corps of Engineers New England District 696 Virginia Road Concord,MA 01742-2751 Re. Programmatic General Permit(PGP)Screening Section 401 Water Quality Certification ACOE-200201884—South Windsor Technologies Center UC-South Windsor Dear Mr.DeSista: The above referenced application for coverage under Category H of the Connecticut Programmatic General Permit(GP-41)has been reviewed by staff of the DEP Inland Water Resources Division(the"Division J. The construction of the roadways and the subsequent development of the individual numbered lots within the bounds of the South Windsor Technology Center are inextricably linked and are therefore considered by the Connecticut DEP.to constitute a single and.complete project. The Division has determined that the construction of the roadway,detention basin#1 and detention basin#2 are eligible for section 401 water quality certification under Category H 1 of the PGP subject to the following conditions: 1. The roadway portion of the project is constructed as shown on plans filed under the cover sheet entitled: "South Windsor Technologies Center,Site Plan of / Development,Patria Road,South Windsor,Connecticut",dated November 2001, rev.through September 24,2003,including plan sheets no_ 2/41 through 6/41 rev_ through 9/24/03,.8/41 through 17/41 rev. through 9/23/03,18/41 through 2/41- rev. through 11/11/03, 23/41 rev-through 8/4/03,24/41 through 29/41 rev. through 11/12/03,30/41 rev.through 11/11/03,31/41 rev-through 11/12/03, �em 32/41 rev. through 11/11/03,33/41 through 34/41 rev. through 1019/03,35/41 rev. through 11/11/0;,36/41 through 37/41 rev. through 10/9/03,38/41 rev.11/11/03, 39/41 through 40/41 rev. through 9/24/03,41/41 rev..through 9/23/03 prepared by (Printed on Recycled Psper) 79 Elm Street • Hartford, CT 06106-5127 hug:1J4cpstate,ct.us An Equal Opporruniry Employer Pro rammatic General Permit Screening South Windsor Technologies Center,LLC _ Page 2 of 3 Design Professionals,Inc.;and LI/L6 through L6/L6-.dated November 2001,rev. through January 28,2002,prepared by Robert C.Schechi nger,Jr.ASLA. 2_ Any additional or future construction including any excavation,grading,placement of fill,construction of impervious surfaces or structures proposed within the 80' wetland buffer shown on the above cited plan sheets shall be subject to section 401 water quality certification screening by the Connecticut DEP as a part of the single and complete project under the provisions of Condition 5 of the PGP and under the conditional certification of PGP Category II activities previously issued on May 21, 2003_ Plans for such proposed constructions activities shall be submitted to the Connecticut DEP for screening and approval prior to initiating any construction activities on any portion of any individual numbered lot or combination of numbered lots shown on the above cited project plans_ The approval of water quality certification for the roadway portion of the South Windsor Technology Center development project does not assure water quality certification under Category 11 of the PGP for additional or future construction or development activities on any individual numbered lot or combination of numbered lots within the boundaries of the South Windsor Technology Center. If you have any questions or need additional information,please call Bob Gilmore at the Inland Water Resources Division at(860)424-3866_ S_ e x� R Actnag Director,Inland Water Resources Division Bureau of Water Management DIZBMG cc: Greg Manesto,US Fish and Wildlife Service Michael Marsh,US Environmental Protection Agency Peter R Dei lallie,Design Professionals,Inc. South Windsor Technologies Center,LLC RECEDED ` �- J AN 2 12004 TOWN OF SOUTH WINDSOR SOUTH WINDSOR PLANNING DEPT. STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: A G, CHANGE ORDER CONTACT PERSON STu Dv A. -56 H LALEK Phone No. yot) Address I Lro SOfATN SATi6L[-I=_9-1)AD . -SOLD `rN I NDSO F GT Site NameSOUTI-i WIM©5h&TFet4 InLO fE-< G?R P&Z No. , OwnerSt�uTµ H )oLO 1 ES e tzptrF- Phone No.940-644ZIc1'7 Contractor Signature of Owner Date: _ Signature of Design Engr. Dater CHANGE: (Describe location and nature of change. Include Four (4 ) copies of plan/profile of Change. ) S 0 - P k,0 P 0S A 1,J I-rAy- F IZ O P i A R To v E i5 S E Ohl j0H �j 1-1 "rGH 0 L-El./AR12Cfzb •112i Reason for Change: (Why is change required) r..p p12 o v 1 D r s A& I FA S E )F,IZ s E2 y -ro -r-F4 I✓ I M I)U I A L P L-K L4V APPROVALS: (As Required) Dir. Of Planning Date: - Town Engineer Date: z1s X°9 Dir. of Public W rks Date: Other: Date: STAFF COMMENTS: .GO WOO V 0 � �N White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department S�y1N Se4 < o./� ? d&U&Ot s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR.Co���i AREA CODE 860/644-2511 April 28, 2003 Mr. Peter DeMallie Design Professionals, Inc. API? ,08j Satellite165 South WN� � DSou h Windsor, CT 06074 ERNo�pRr. Re: App102-18P, ouh Windsor Technologies, LLC Dear Mr. DeMallie: Please be advised that the Planning&Zoning Commission voted on April 22, 2003, to grant a 90=day extension for filing subdivision plans for the above-referenced subdivision in the Town Clerk's office. The original filing deadline was July 26,2003,the new filing deadline is October 24, 2003. State.statutes authorize one additional 90-day filing extension. If you wish to request an additional extension,please request in writing prior to that date. Sincerely, C Kevin McCann, Chairman Planning&Zoning Commission KMcC/kah cc: Town Engineer Chief Building Official r, SOW N Sf4 02 x 7-0-U-10f, O-Ps-ou';,% ?dt s wG 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 sox•c0�'� AREA CODE 860/644-251 1 CERTIFIED MAIL April 10, 2003 qpR Mr. Peter DeMallie Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 Re: A 1#02-18P " pp � ; .� �.L�. `�' `• .�os Center, LLC Conditional Approval Dear Mr. DeMallie: We are pleased to advise you that the Planning&Zoning Commission voted on April 8, 2003, to approve with modifications application #02-18P, Conditional Subdivision Approval to create a 38 lot industrial subdivision on 80 acres to be known as South Windsor Technologies Center, LLC, on property located south of Patria Road and Schweir Road, east of Route 5, I zone as shown on plans prepared by Design Professionals, Inc., project #1253 dated April 11, 2002, as revised. This approval is subject to the following modifications: 1. This approval is for 38 lots, numbered 1-38. 2. Concrete sidewalks,built to Town specifications, shall be installed on one side of all new streets. 3. -Drainage and construction for this subdivision is subject to the approval of the Town Engineer. 4. All lots shall be serviced by the Town of South Windsor sanitary sewer system and are subject to the approval of the Water Pollution Control Authority. 5. Water shall be supplied to this subdivision by public water. 6. Street lighting shall be installed on streets, at intersections, and on cul-de-sacs in accordance with the policy established by the Chief of Police. Street lighting is to be coordinated with the Chief of Police(copy enclosed). 7. Street names and locations of fire hydrants are subject to the approval of the Fire Marshal of the Town of South Windsor. Street names and supporting posts shall be installed by the developer in conformance with the standards of the Town of South Windsor, at no expense to the Town. Black and white transparent mylars of Sheets#8-15 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations)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 mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk by July 26, 2003. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, 4e� Kevin McCann, Chairman Planning and Zoning Commission KMcC/kah cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal David Caron 10W N S. 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 S°R-Co TELEPHONE(860) 644-2511 October 16,2003 Design Professionals,Inc. 165 South Satellite Road South Windsor,CT 06074 Attn: Peter DeMallie RE: South Windsor Technologies Center Patria Road South Windsor,CT Dear Mr.DeMallie: The South Windsor Water Pollution Control Authority,at its regular meeting of October 7,2003,gave approval for the connection to the Town's sewerage system of an industrial complex to be located on Patria Road,South Windsor,CT,as more specifically shown on plans entitled"Patna Road Profile"prepared by Design Professionals,Inc.,Project No 1253,Drawing No(s)34,dated 11-2000,revised 1-08-02,2-12-02,4- 11-02,7-15-02,7-8-03,9-23-03,and Drawing No.34A dated 7-8-03,with revisions dated 9-23-03,9-30- 03, 10-6-03, 10-7-03 subject to the following conditions: 1. Technical approval of the Town Engineering Department. 2. Final Authority approval and acceptance of the sanitary sewerage connection will be given once The sewer line has been installed and inspected by the Town staff,and based upon the written Verification of the Town staff that said sanitary sewer line was installed 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. This approval letter must be superimposed on the final approval plans. Very truly yours, JeWeph J.Carino,Chairman Water Pollution Control Authority JC:dd Cc: Matthew Galligan,Town Manager T Z �, Michael J.Gantick,Director of Public Works `� ZQ Jeff Doolittle,Town Engineer V F �Ty�1 03 Marcia Banach,Director of Planning �FFR�NCOFp Chris Dougan,Chief Building Inspector T South Windsor Technologies Center t�w� 9Et a • U Z � c 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR ca TELEPHONE (860) 644-2511 July 31,2003 Design Professionals,Inc. 165 South Satellite Road South Windsor,CT 06074 Attn: Galen Semprebon RE: South Windsor Technologies Center,LLC South Windsor,CT Dear Mr. Semprebon: The South Windsor Water Pollution Control Authority,at its special meeting of July 22,2003,gave conceptual approval for the connection to the Town's sewerage system of a commercial development,as more specifically shown on plans entitled"Patria Road Profile—South Windsor Technologies Center,LLC"prepared by Design Professionals,Inc.,Project No. 1253,Drawing No(s)32,dated 11-2000,revised 1-08-02,02-12-04,4-11-02,7- 15-02, 7-8-03, Drawing No. 33,entitled,"Schweir Road Profile—South Windsor Technologies Center,dated 11- 2000,revised 1-08-02,2-12-02,4-11-02,7-15-02, 7-8-03 ;Drawing No.34, entitled,"Patria Road Profile",dated 11-2000,revised 1-08-02,2-12-02,4-1-02, 7-15-02,7-8-03,and Drawing No. 34A,entitled,"Patric Road Profile, dated 7-8-03 with no revisions and subject to the following conditions: 1. Final approval to be granted upon compliance and resolution regarding the issue of easements as shown on Sheet 34A,detail on plans with respect to railroad crossing,easement on Full Line Auto property to be moved,confusion with regards to abutting property owners is resolved. 2. Technical approval of the Town Engineering Department. 3. Final Authority approval and acceptance of the sanitary sewerage connection will be given once The sewer line has been installed and inspected by the Town staff,and based upon the written Verification of the Town staff that said sanitary sewer line was installed 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. This approval letter must be superimposed on the final approval plans. Very truly yours, l Joseph J. Carino,Chairman Water Pollution Control Authority JJC:dd Cc: Matthew Galligan,Town Manager Michael J. Gantick,Director of Public Works RECE'� Jeff Doolittle,Town Engineer / E® Marcia Banach,Director of Planning AUG 4 John Collins,Chief Building Inspector 4 200� South Windsor Technologies,LLC SOUTH tNGINEERING DEPT. Apr 04 03 03: 52p Galen Semprebon 060-291-8757 DESIGN PROFESSIONALS, INC. civil engineers ♦ planners •surveyors RECEIVED gis ♦ gps • landscape architects April 4,2003 APR 0 4 2003 Marcia Banach,Director of Planning SOUTH MOSOR PLANNING DEPT. Town of South Windsor 1540 Sullivan Ave. South Windsor, CT 06074 RE: South Windsor Technologies Center DPI Proj.No. 99-1253 Patria&Schweir Road South Windsor,Connecticut Dear Marcia:. On behalf of my client, South Windsor Technologies Center,LLC, I hereby request conditional approval for the above-referenced 38-lot industrial subdivision. The original final approval of this application was granted by the PZC last year,and expires on Saturday,April 19, 2003. Subsequent to the Commission's approval,there was a lengthy approval process at the STC,which requires substantial improvements to Sullivan Avenue_ This was followed by an even longer application review period with the U.S.Army Corps of Engineers,which is now requiring a lengthy and expensive archaeological investigation of the entire site,and not just the areas in and around the two wetlands crossings. Your conditional approval process,which I have not previously utilized,gives an applicant up to three years to undertake the subdivision improvements prior to posting of the performance bond. It allows an applicant to record the approved subdivision mylar,but does not allow the sale of lots until the performance bond is posted and the PZC grants final subdivision approval. Essentially,the subdivision approval process becomes two-step,rather than the normal one step. Under separate cover,we have submitted a bond estimate If everything comes together prior to Friday,April 18,including securing a full performance bond,my client may choose to record the previously approved final mylars,however, that is unlikely at this juncture and thus necessitates this request for conditional approval. Thank you. A p)rau Sincerely, DESIGN PROFESSIONALS,INC. By: Peter R. eMallie Principal cc: 'David Caron Tom Sheridan Galen B. Semprebon,P.E. 165 South Satellite Road,South Windsor,Connecticut 06074 Tel:(860)291-8755•Fax:(860)291-8757 Email:dpicivil@aol,com Jul 15 02 01 : 40p 860-291 -8757 p, 1 Post-it®Fax Note 7671 _ Date #of 2 pages t1 ���y DESIGN PROFESSIONALS, INC. t D. From G� � S f Co./Dept. Co. civil engineers .planners . sur Phone# Phone#veyors . gis 2�`i Fax# Fax# July 15,2002 Town of South Windsor 1540 Sullivan Ave. South Windsor,Ct 06074 Attn:Mr.Jeff Doolittle Town Engineer Re:South Windsor Technologies Center Dear Jeff We have analyzed the roadway using the AASHTO method of flexible pavement design. Our analysis is as follows: 1_ Desired Terminal serviceability: We took as 2.0 for a fair condition after 20 years. 2. 'Traffic loading in equivalent 18-kip axle loads: We estimated there would be approximately 300 equivalent axle loads per day. The traffic generation was based on the traffic report that estimated that 1,740 vehicle trips per day would be generated. We estimated a mix of trucks with 150-200 trucks in various sizes_ 3. Regional Factor: We took a regional factor of 1.5 assuming roadbed subject to frost,but fairly dry. We believe that this is conservative in that the roadbed with the underdrains will be basically dry,especially during the winter months. 4. Soil support value: For a soil support value,we took a value of 5,which is conservative.A value of 3 would represent silty clay,with a value of 10 representing crushed rock. A value of 6-7 for the sandy subgrade would probably be justified_ 5. Using the above numbers,we calculated that the weighted structural number would be approximately 3.4. (See attached table). 6. The layer coefficients areas follows: Sub-base-0.11,base=0.14,and plant asphalt=0.44 7. The service number using the above coefficients and layer thicknesses would be equal to (3)(0.44)+(6)(0.14)+(8)(0.11)=3.04 Increasing the pavement thickness to 4"would yield (4)(0 A4)+(6)(0.14)+(8)(0.11)=3.48 r1 Based on the above,the asphalt thickness on the plans will be increased to 4"(2-2"lifts)_ Please review our analysis and assumptions,and feel free to call with any questions or comments. We have copied our supporting tables etc.for your use. Sincerely, Galen Semprebon,P.E. CC:Marcia Banach Enclosure: Jul 15 02 01 : 40p 860-291 -8757 p, 2 16-18 CIVIL ENGINEERING REFERENCE MANUAL 6 1 10 9 4 8 °i m 2 g v=20 000 3000 a, 7 c�° 10,000 2000 c °c E c 1000,-�.a = o 1= 6 Y 5000 a a y 3 ° 0.5 Y(gy(pp'n N 1 f1 y 7 me 0 100 Tam u r 10 N o 65 50 cmm ? m 5.0 3 N n Y b R i/7 L U) }@O T Z GO rq 4 a 1 0 5 c N ly a, d A T 2 Z N 3 :q 4 0 2 1 5 1 6 Figure 16.10 AASIFrO Flexible Pavement Design Nomograph (Terminal Serviceability,pt 2.0) 6 1 5 l0 9 4 8 A� W b 2 a, 20,000 20(D m v E M.10,000 c m 7 c- 1000 d a c t 5000 n c a E o M ` r° c 3 A z 6 io �' w u a °°0 1000 l00 `�$ Z 1.0 ti c 500 50 m m '6 9 2.0 3 0 5 >n Ia 5.0 m 100 10 T ci 1� d 01 4 v A a 0 50 2 (n 3 4 2 5 1 6 1 Figure 16.11 AASHTO Flexible Pavement Design Nomograph (Terminal Serviceability,pt =2.5) Total equivalent 20 year load=daily equivalent load x 365 x 20 years PROFESSIONAL PUBLICATIONS,INC.•P_O.Box 199,San Carlos,CA 94070 Jul 15 02 01 : 41p 860-291 -8757 p. 3 Table 16.14 Terminal Serviceabilities Pt condition 0..1 very poor 1-2 poor 2-3 fair 3-4 good 4-5 very good i Table 16.15 i Regional Factors I R condition 0.2-1.0 Roadbed frozen to depth of 5" or more 0.3-1.5 Roadbed dry,summer and fall; i no winter freezing 0.5 Sandy desert 1.5 Roadbed subject to frost, but fairly dry Table 16.17 Layer Coefficients from Various Sources subbase coefficient, a3 sandy gravel 011 sand,sandy clay 0.05-0.10 lime-treated soil 0.11 lime-treated clay, gravel 0.14-0.18 base coefficient, aZ sandy gravel 0.07 crushed stone 0.19 cement treated base (CTB) 4'7-day >650 psi 0.23 400-650 0.20 <400 0.15 bituminous treated base (BTB) coarse 0 34 sand 0.30 brae treated base 0.15-0.30 soil cement 0.20 lime/fly ash base 0.25-0.30 surface course coefficient, al plant mix 0.44 road mix 0.20 sand asphalt 0.40 1Ow" SE1 O c . 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR.c° TELEPHONE (860) 644-2511 May 23, 2002 Certified #70020510000081152307 Design Professionals Attn: Peter DeMallie 165 South Satellite Road South Windsor, CT 06074 RE: Appl. #02-18P— South Windsor Technologies Center LLC—southerly of Oakland Road, westerly of Felt Road, I-Industrial zone Dear Mr. DeMallie: At the May 15, 2002 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #02-18P— South Windsor Technologies Center LLC—Patria Road— Inland Wetland/Conservation Commission application to construct a 38-lot industrial subdivision, stormwater structures, and associated improvements on property located southerly of Patria Road, easterly of Rt-5 (Assessor's map #97 & 109, parcel #6, 8 & 9) I-Industrial zone. 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 May 15, 2007. It is the landowners)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. 6. Block flow through the existing drainage ditches via earthen berms to create potential vernal ponding areas. South Windsor Technologies Center LLC May 23, 2002 Page 2 t ; 7. Install stream bank protection along the channel of Bancroft Brook at selected areas, to be determined by Town staff and in conjunction with the consulting Biologist and Engineer. Plans to be submitted to the Commission for their review. 8. All proposed mitigation and stream bank protection stabilization to be done by 6/15/2003 or before building permit for development is issued, whichever is later. 9. All installation of mitigation measures are to be supervised by the consulting Biologist. 10. The Design Engineer will supervise installation of the outlet structures from the detention basins. 11. Stabilize the eroded gully east of the proposed detention basin#2. Plan should be approved by the Town Engineer. 12. Provide notes on the subdivision plan that roof runoff from subsequent site plan applications is strongly encouraged to be directed via overland flow to adjacent wetlands. 13.' On lots where buildings or parking areas are proposed to be built in upland review areas or in wetlands, intensively maintained turf grass will be discouraged as a part of the landscaping plan for the lot. Instead, transition areas of native herbaceous or shrub species will be planted between developed areas and native vegetation. 14. A bond in the amount of$25,000 be submitted to the Planning & Zoning Commission to insure proper installation and maintenance of erosion controls, and stabilization of disturbed areas associated with the installation of the road and stormwater system. 15. A bond in the amount of$50,000 to be submitted tot he Planning &Zoning Commission to insure the property installation and establishment of proposed created wetland areas for the purpose of mitigation of wetland disturbance. 16. A bond in the amount of$25,000 to be submitted to the Planning &Zoning Commission to insure adequate and proper installation of stream stabilization materials. 17. A note placed on the plan, explaining that this approval does not constitute approval of any individual site plans. South Windsor Technologies Center LLC May 23, 2002 Page 3 18. Proposed relocation of outfall relative to basin number 1 & 2 should be submitted as a change order and be reflected on the final plans. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION Elizabet A. Warren, Chairperson EW:dr cc: Chief Building Official Town Engineer South Windsor Technologies Center LLC TOWN OF SOUTH WINDSOR CHECKLIST OF REQUIRED SUBMISSION DOCUMENTS SUBDMSIONS/RE.SUBDMSIONS APPLICANT South Windsor Technologies Center, LLC PROJECT NAME South Windsor Technologies Center This checklist must be signed by plan preparer(P.E/L.S) declaring that all required information is provided.�Place a check mark for each item supplied. Subdivision Minor Regular I. PROJECT-PLOT INFORMATION A. General Information x 1. Appl. & owner name, address x x x 2. Engineer& land surveyor name, address, license no. &seal x x x 3. Key map at 1" = 100'scale showing location of tract with reference to surrounding properties, streets, municipal boundaries, etc., within 500'. Key map must include: x x n/a a. Outline of buildings. x b. Layout of streets x c. Surrounding property boundaries-within 500 feet. x d. Names of abutting property owners. x e. Proposed open spaces and recreation areas. x f. Driveway cuts on abutting properties and any properties across from proposed site • .4 Subdivision Minor Regular x g. Distance to and name of nearest intersection street. x 4. A schedule of required and provided zoning district requirements including lot area, lot frontage, lot depth,yard setbacks, open space. variances granted, gtc. x x x 5. North arrow and scale. x x x 6. Appropriate certification block. x x x 7. Date of original drawing and all revisions. x x * _ 8. Name of development. x x B. Plot plan at I" = 40'scale an standard 18"x 24' or 24" x 36"sheets with a 1/2' ruled margin containing the following data. Developments which require more than two 24" x 36" sheets may submit the plot plan at 1" = 100' scale. x x x 1. Metes and bounds description showing dimensions, bearings, curve data, length of tangents, radii, arcs, chords, and central angles for all centerlines and rights-of-way, and centerline curves on streets. Monuments are-required at comers and angles of all new streets and new street lines, at all points of curvature and tangency, and at critical comers and angles of all new Town open space. Coordinates for monuments shall be in tabular form. x x x 2. CGS datum shall be used on all subdivisions accessible to controls. The Town Engineer shall determine the accessibility of these controls. x 3. Lot layout numbers, square footage of all lots, and all lot dimensions. Iron pins are required at all property angle points. No lots shall be divided on 2 sheets. x x x 4. Yard setbacks dimensioned. x x x 5. Easements, noting grantors, grantees and purpose. x x Subdivision Minor Regular _ - x 6. Development phasing, if proposed. x x X 7. Names of abutting property.owners. x x X 8. Proposed street names (use approved list of names). x x n a 9. All open space reserved for common or public uses. x x x 10. Appropriate A-2 certification & LS seals. x x II Topographic map at same scale as plot plan containing all data included on the plot plan plus the following: X 1. All existing structures, streets, wetlands and existing watercourses, or other environmentally structs sensitive areas, including enough data streets x beyond property boundaries to allow a wetlnds reasonable evaluation of the property's fldpin ecological relationship to surrounding areas, 100 yr. floodplain. x X 2. Existing and proposed contours to extend a x sufficient amount beyond subject property, to determine the effects on the property as follows (town mapping): 100' x up to 3% grade: 1' contour interval 3% grade'& over; 2' contour interval X 3. Boundary limits, nature, and extent of wooded areas, specimen trees, and other significant physical features. x x X 4. Existing system of drainage of subject site and of any larger tract or basin of which it is a part (can use Town stormwater x x study). -Y 5. Drainage area map. * - x X 6. Drainage calculations * x n a 7. Perc test data, preliminary indication of septic system feasibility if individual sanitary * x sewerage systems provided. Subdivisidn Minor Regular x 8. Proposed utility infrastructure plans, including sanitary sewer. water, storm water management. * x n/a9 Spot and finished elevations at all property Somers, comers of all structures or dwellings, or proposed first floor elevations x x _* 10. Construction details (per standard specs.) * x x 11. Road and paving cross-sections (per, standard specs). * x x 12. Proposed street names. x x 13. Landscape plan and details. x x No landscape plan submitted. No buffer required x 14. Site identifications signs, traffic control signs, and directional signs. * x x 15. Sight triangles at new road intersections. * x 16. Sight triangles at driveway entrance x x (where there may be a question).. No driveways shown (to be specific to site plans) 17. Vehicular and_pedestrian circulation patterns (less detail necessary for prea ppl i cations, concept plane and general plan of development. * x III . Plans and profiles (1" = 40' horizontally and 1" = 4'vertically) showing the following: x x a. Layout of streets in sections coordinated by stations with the profile. x x b. Street plan showing roadways, drainage, and partial lot lines x _Subdivision Minor Regular X c. Profile of roadway showing existing and finished grades, all tangent grades, and all vertical curve information x _ d. Profile will show all catch basins and all drainage lines between catch basins with all invert and top of frame elevations. Drainage pipe material to be described. x X e. Typical/critical cross-sections where grading is outside street right-of-way or is at street right- of-way. x f. Where any storm drainage line discharges into an existing brook, sufficient profile of this -. brook will be shown to determine conditions. x Brook profile not shown. X g. Profiles shall show all sanitary sewer lines and manholes, including pipe material, elevations, sizes, lengths, and slopes of pipes. Top of foundation elevations for habitable buildings shall be shown. * x X 15. Traffic report (by traffic engineer) Previously. suh fitted by Bubaris Associates 16. Open space site improvement plan. * x No iffUrovements shown - N/A 17. Architectural elevations/information per Sect. 4.20 of the zoning regulations * - if required by Town Engineer ALL INFORMATION REQUIRED ABOVE IS INCLUDED IN THIS APPLICATION AT THE TIME OF SUBMISSION. Date 5- Zi.5 /C Plan Preparer (PE/LS) June 18, 1998 \�- TOWN OF SOUTH WINDSOR CHECKLIST OF REQUIRED SUBMISSION DOCUMENTS SUBDMSIONS/RESUBDIVISIONS APPLICANT South Windsor Technologies Center, LLC PROJECT NAME South Windsor Technologies Center This checklist must be signed by plan preparer(P.E/LS) declaring that all required information is provided. Place a check mark for each item supplied. Subdivision Minor Regular I. PROJECT-PLOT INFORMATION A. General Information x 1. Appl. &owner name, address x x 2. Engineer& land surveyor name, address, license no. &seal x x x 3. Key map at 1" = 100'scale showing location of tract with reference to surrounding properties, streets, municipal boundaries, etc., within 500'. Key map must include: x x N/A_ a. Outline of buildings. x b. Layout of streets x c. Surrounding property boundaries-within 500 feet. _ d. Names of abutting property owners. x e. Proposed open spaces and recreation areas. x f. Driveway cuts on abutting properties and any properties across from proposed site Subdivision Minor Regular x g. Distance to and name of nearest intersection street. _x 4. A schedule of required and provided zoning district requirements including lot area, lot frontage, lot depth,yard setbacks, open space. variances granted, etc. x x x 5. North arrow and scale. x x x 6. Appropriate certification block.. x x x 7. Date of original drawing and all revisions. x x _ y 8. Name of development. x x B. Plot plan at I" = 40'scale an standard 18"x 24' or 24" x 36"sheets with a 1/2'" ruled margin containing the following data. Developments which require more than two 24"x 36" sheets may submit the plot plan at 1" = 100' scale. x x _x 1. Metes and bounds description showing dimensions, bearings, curve data, length of tangents, radii, arcs, chords, and central angles for all centerlines-and rights-of-way, and centerline curves on streets. Monuments are-required at comers and angles of all new streets and new street lines, at all points of curvature and tangency, and at critical comers and angles of all new Town open space. Coordinates for monuments shall be in tabular form. x x Coordinates not shown in tabiLlar form, but as shown x 2. CGS datum shall be used on all subdivisions accessible to controls. The Town Engineer shall determine the accessibility of these controls. ---x—3. Lot layout numbers, square footage of all lots, and all lot dimensions. Iron pins are. required at all property angle points. No lots shall be divided on 2 sheets. x x —_4. Yard setbacks dimensioned. x x x 5. Easements, noting grantors, grantees and purpose. x x Subdivision Minor Regular x 6. Development phasing, if proposed. x x Not proposed at this time x 7. Names of abutting property.owners. x x x 8. Proposed street names (use approved list of names). x x x 9. All open space reserved for common or public uses. x x x 10. Appropriate A-2 certification & LS seals. x x II Topographic map at same scale as plot plan containing all data included on the plot plan plus the following: x 1. All existing structures, streets, wetlands and existing watercourses, or other environmentally structs sensitive areas, including enough data streets x beyond property boundaries to allow a wetinds reasonable evaluation of the property's fldpin ecological relationship to surrounding areas, 100 yr. floodplain. x x 2. Existing and proposed contours to extend a x sufficient amount beyond subject property, to determine the effects on the property as follows (town mapping): 100' x up to 3% grade: 1' contour interval 3% grade'&over; 2'contour interval Contours shown as available fr(xn aerial flight x 3. Boundary limits, nature, and extent of wooded areas, specimen trees, and other significant physical features. x x Specinen-.trees not identified x 4. Existing system of drainage of subject site and of any larger tract or basin of which it is a part (can use Town stormwater x x study). _x_ 5. Drainage area map. * x x 6. Drainage calculations * x N/A 7. Perc test data, preliminary indication of septic system feasibility if individual sanitary * x sewerage systems provided. Subdivision Minor Regular x 8. Proposed utility infrastructure plans, including sanitary sewer. water, storm water management. * x N/A 9. Spot and finished elevations at all property comers, comers of all structures or dwellings, or proposed,first floor elevations x x No buildings proposed at this time x 10. Construction details (per standard specs.) * x x 11. Road and paving cross-sections (per, standard specs). * x x 12. Proposed street names. x x 13. Landscape plan and details. x x No landscape plan suY_mitted. No buffer required x 14. Site identifications signs, traffic control signs, and directional signs. * x x 15. Sight triangles at new road intersections. x 16. Sight triangles at driveway entrance x x (where there may be a question).. No driveways shown (to be specific to site plans) x 17. Vehicular and.pedestrian circulation patterns (less detail necessary for preapplications, concept plan, and general plan of development. * x Pedestrian pathways to be determined during approval process III . Plans and profiles (1" = 40' horizontally and 1" = 4'vertically) showing the following: x x a. Layout of streets in sections coordinated by stations with the profile. x x b. Street plan showing roadways, drainage, and partial lot lines x Subdivision Minor Regular X C. Profile of roadway showing existing and finished grades, all tangent grades, and all vertical curve information x X d. Profile will show all catch basins and all drainage lines between catch basins with all invert and top of frame elevations. Drainage pipe material to be described. x e. Typical/critical cross-sections where grading is outside street right-of-way or is at street right- of-way. x -- j f. Where any storm drainage line discharges into an existing brook, sufficient profile of this brook will be shown to determine conditions. x Brook profile.-not shown X g. Profiles shall show all sanitary sewer lines and manholes, including pipe material, elevations, sizes, lengths, and slopes of pipes. Top of foundation elevations for habitable buildings shall be shown. x 15. Traffic report(by traffic engineer) To be suUnitted by Bubaris Associates 16. Open space site improvement plan. * x No inprovements shown 17. Architectural elevations/information per Sect. 4.20 of the zoning regulations * - if required by Town Engineer ALL INFORMATION REQUIRED ABOVE IS INCLUDED IN THIS APPLICATION AT THE TIME OF SUBMISSION. Date 11 /1 1 c01 Plan Preparer (PE/LS �c— June 18, 1998 r° � t < , . PIRO Ao 't .IA all/ f 1py Ac OF T ; t ^Y 2G s } 7- a -g "44 tl Pas Or ' r '( ) cop 1044 '+ p�� �� ► �ng . ) _. 46-1 rui -Ago ZlIt- I e #C3h for C an e: h a 0 x�d) t� }: 3 -to: k� � �• t fk. � � c Whig - fiovr . �x .lawppl a cant ,Zq k V. r' aaMninQ . orirr5d - Engineering Department P , 10.N "U 710vy O-P sio� ?dti� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR-co TELEPHONE (860) 644-2511 December 17, 2007 Certified/First-Class Mail David Caron —S.W. Technology Center LLC PO Box 1149 South Windsor, CT. 06074 LOCATION: R010 Sullivan Avenue This letter is in reference to the violation letter, dated November 15, 2007 and the Enforcement Order, dated December 3, 2007. Please be advised that the zoning violations, which were mentioned in these letters, continue to exist on the property referenced above. The South Windsor Planning Department has placed a Caveat in the land records stating zoning violations exist on this property(see attached document). This is due to the failure to remedy the situation immediately. This Caveat will be in place until the Zoning Violation has been resolved. Once the violation has been resolved, you will be responsible for picking up the Caveat Release form from this office and filing it with the Town Clerks Office. There will be a fee for the filing. Sincerely, tL� 'Connor Zoning Enforcement Officer cc: Director of Planning Town aplflr ., Town Attorney Town Assessor NOTICE OF ZONING REGULATIONS CODE VIOLATION ! The Town of South Windsor hereby gives notice to all persons of Zoning Regulations violations on property owned by: David Caron-South Windsor Technology Center LLC. Which property is located at:R010 Sullivan Avenue (end of Patria Road) Said property being more particularly bounded and described in an instrument recorded in Volume 1587 at Page 239 of the Town of South Windsor Land Records, reference to which is hereby made. The violation(s)pertain to the following section(s)of the Regulations:- - - Section 2.11 Commercial and Industrial Storage and Display; Section 2.18 Performance Standards; Section 4.1.1 Permitted Uses and Section 7.6 Earth Filling. And, the particulars of said violation(s) are more specifically as follows: 1. Numerous truckloads of material(brick, concrete with rebar, wood, asphalt and metal, tires) being transported onto the site resulting in large stockpiles of debris on the site. Evidence of crushing/screening operation on site. 2. Outdoor storage/display of trucks, boats and cars, which is without approvals. Dated at South Windsor, Connecticut this day of December 17, 2007. TOWN OF SOUTH WINDSOR ' r BY - LJ J L O'Connor Its Zoning Enforcement Officer The foregoing was acknowledged this day of December 17, 2007 at South Windsor, Connecticut,before me. v Commissioner of the Superior Court Notary Public My Commission Expires: 3 110 0 O C xr Cn O - • �, 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 l�OSOR°°`'� TELEPHONE (860) 644 2511 November 15, 2007 David Caron Certified/First-Class Mail Caron Development PO Box 1149 South Windsor, CT 06074 LOCATION: End of Patria Road — Dumping and Outdoor Storage Industrial Zone Dear Mr. Caron: This letter is in response to a field review today, of the subject construction site, at the end of Patria Road. It appears that numerous truckloads of debris are being transported onto the site as there are several large stockpiles of debris on the site. The enormous piles of debris consist of brick, concrete (with rebar), wood, asphalt and metal. In addition, there are trucks, boats and cars being stored on the property. This situation violates South Windsor Zoning Regulation Section 4.1.1 Permitted Uses, which shows that junkyards are not a permitted use in the industrial zone; Section 2.18 Performance Standards, which states that all discharges of waste, and other substances shall be in compliance with Federal, State, and local laws and regulations; Section 7.6 Earth Filling which states that filling of more than 250 cubic yards of material is to be reviewed by the Planning & Zoning Commission and Section 2.11 Commercial and Industrial Storage and Display. The activity is not in conformance with the approved plan. You informed us that you were planning on crushing the debris on site and using it as a sub-base for the parking lot and roadway. Please be aware that reclaimed aggregate or recycled material is not acceptable for use as fill or as road sub base or base per Town of South Windsor standards and specifications. Please cease all operations on the site and remove all debris and material that has been transported and/or stockpiled onto this site. The trucks, boats and cars should also be removed from the property as soon as possible so that no further enforcement action is needed. Your cooperation is appreciated. If you have any questions regarding this, you can call me at 644-2511, ext. 251. Sincerel 400"C;nnor Zoning Enforcement Officer cc: Director of Planning - Town Engineer - Town Attorney r 10*IN SC tiF 0�pSOM ?d. c U II w� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 soR•co TELEPHONE(860) 644-2511 ENFORCEMENT ORDER (Certified/First-Class Mail) December 3, 2007 To: David Caron Caron Development P.O. Box 1149 South Windsor, CT 06074 Pursuant to the authority vested in me by the Zoning Regulations of the Town of South Windsor, Connecticut, you are hereby ordered and directed within ten (10) days of the date hereof, to discontinue and/or remedy the violation and condition at premises identified as: PROPERTY ADDRESS: R010 Sul/ivan Avenue(Asses Map #109, Block#8) owned and/or occupied by you, which is in violation of the said South Windsor Zoning Regulations. An investigation of the subject premises by this office discloses that the following conditions presently exist: 1. Numerous truckloads of material being transported onto the site resulting in large stockpiles of debris on the site. The enormous piles consist of brick, concrete (with rebar), wood, asphalt and metal. (We were informed that the material would be crushed and used as a sub base for the parking lot and roadway, which is against the Town of South Windsor standards and specifications) 2. Change in us%peration of a site without approval from the Town s Planning and Zoning Commission, There are many trucks, boats and cars being stored on the property. This condition violates South Windsor Zoning Regulation Section 2.11 Commercial and Industrial Storage and Display; Section 2.18 Performance Standards, Section 4.1.1 Permitted Uses and Section Z6 Earth Filling. Your immediate attention to this matter is hereby advised and directed. If you fail to comply with this order, you may be subject to further enforcement proceedings and penalties in accordance with Connecticut General Statutes 8-12, a copy of which is attached. You have the right to appeal this action to the South Windsor Zoning Board of Appeals within 30 days after the service of thi order on you, in accordance with Connecticut General Statutes 8-12. C� (�6" o L. onnor Zoning Enforcement Officer CC: Director of Planning - Town Engineer - Town Attorney MEMORANDUM To: Marcia Banach, Director of Planning Jeff Folger, Environmental Planner From: Jeffrey B. Doolittle, P.E., Town Engineer Date: 1/31/02 RE: App 01-47P, South Windsor Technology Center. I have reviewed the plans for the proposed development for the South Windsor Technology Center at the end of Patria Road, and have the following comments: Please call me (x 245) if you have any questions. A Facility Plan and Details need to be included for the proposed sanitary sewers and any ' proposed new or modified pump stations. This should include flows expected, pipe sizes, slopes, pump station details and other information needed to evaluate the sanitary sewers proposed on this site. Alternatives for the end location of the sanitary sewers need to be analyzed and evaluated. One is to run a gravity sewer line all the way to the existing Route 5 pump p station and modify this pump station as necessary to handle the flows. The second is to construct a new pump station on this site with a force main to the existing sewer main in Sullivan Avenue. Both of these alternatives need to be analyzed based on their life cycle costs. This includes capital costs as well as the present worth of operational and maintenance costs over a 20 year period. µ'1, ( G Referring to the Test Pit information shown on Sheet,2T. The dates these were dug needs to be included on this sheet. The information for Pit 18 shows mottling but no/ depth to water. What was the depth to water in this-pi Is Pit 1 shown on the plans_ mislabeled as Pit 23 on Sheet 37? The location (road ag st on) and ground elevation for each test pit needs to be included. It would also-be'�bene icial to show the rest pifs on the profile sheets with the depth marked for water, clay, and other significant features. y 'J The test pit information shows shallow ground water at a depth of less than 3 feet in many locations. Because of the shallow ground water, underdrains need to be included on both sides of these roads to collect the ground water and protect the road base tructure. The underdrains will tie into the catch basins. here are a few locations where the shallow groundwater may be into the road base or subbase. This is most apparent, on Patria Road at Sta. 12+0 and Sta. 20+0. The shallow groundwater will adversely affect the road structure which is why underdrains are required. However, underdrains may lower the groundwater level which would adversely impact the adjacent wetlands. Therefore, I think these roads need to be raised (possibly a few feetl to get the base and subbase out of the groundwater, to protect the wetlands and t reduce the amount of cut necessary for these roads. �6._)The test pit information also appears to show that the bottom of the proposed detention basins will be below the groundwater elevation. If this is the case it needs to be shown ' on the plans. p :, -)1 �� �� �= �� � �..e .1 I appreciate that the road grading was stretched out so there are less short sections between changes in grade. There are a few areas remaining where there the distance between vertical cure needs to be lengthened to at least 100 feet. These are on Patria Road at Sta 2+P18191 and Schweir Road at Sta. ),+@U'and Sta. 2-�15 - The Town Standard includes a minimum 100 foot tangent section on Vertical Curves. The proposed contours and existing contours need to be labeled more. The elevations proposed for the two detention basins are not clear. 4 the elevations of the inlets and outlets from the two proposed detention basins should be clearly shown on the plans. Additional details may be needed for the outlet structures. q sanitary o g tree 0.All easements that are required for sanita sewers�S,orm aina utileties, , or other uses must be shown on the�ls. ; Anti-Tracking pads at least 50 feet long need to be shown on the Sediment and Erosion Control plans where the proposed extensions of Patria Road and Schweir Road begin. .The drainage report mentions grassed swales to drain water which collects by the D r existing cul-de-sac ends of Patna Road and Schweir Road. These need to be clearly shown on the plans. 31 Show the proposed location for Cape Cod Curb on the plans and a detail for this curb. The proposed sidewalks need to begin where the proposed extensions of Patria Road and Schweir Road begin. These should be clearly shown on the plot plans, the topographic plans and profile plans with a ram_ p to the road provided at the beginning of each sidewalk. " k atch basins should not be located in driveways. The Proposed CB1 needs to be moved to the tangent point of the radius of the pump station driveway. hat is the size and slope of the pipe crossing Patria Road at about Sta. 1+25? (1= .The storm drain trench detail needs to be modified slightly so the installation requirements for plastic pipe are clear. I will call the Engineer about this. 9 'have some questions on the drainage report. I will call the Engineer about these. ���Ir1wG �-l� /a-••whys;s / �� /• , P'w o Po 0 PLANNING DEPARTMENT TRANSMITTAL DATE: 41`)0a TO: 41 (,,A& ?K41-1 WE ARE SENDING YOU: 0 PZC initial plans 0 Drainage computations M PZC revised plans 0 Bond estimate request 0 PZC Final plans for filing 0 Bond reduction request 0 IWA/CC plans 0 Correspondence O Other Application# Project/Applicant ip THESE ITEMS ARE TRANSMITTED: For review and comment O For your files O For your use 0 As requested 0 Other °PLEASE RETURN/COMMENT BY: t;L// COMMENTS: Copy to: From: 1&&te �4, —�Zwk Planning Department 8/98 RECEIVE® JAN 10 200, SOUTH ENGINEERING WINDSo R DEPT. Az X} tit � Lfi:. / �1 —_ ►Its —^ -�—__ ---- �-m s M.IJ 4TA. I/•40.1 4-- �uT ovND Mr'b9 O \� . I FOUWDaT'w Ar 1f 7•.. - �—�71 —_ ■u T• sma •211R L R061 ar c • ?•"• {L y }�. V'• Ea tlea Cam 1 - .�_r .rw G a v —.��' Tniq -t •-*....;,..a. 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