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HomeMy WebLinkAboutReg Act in Wetlands (6) TOWN OF SOUTH WINDSOR INLAND WETLANDS, WATERCOURSES AND CONSERVATION APPLICATION Application # 00-03 Date Received /��' _ as INSTRUCTIONS 1. One application (1) with map and plans (2 copies)) shall be submitted together with the fee set forth in the Inland Wetlands, Watercourses and Conservation Regulations, Town of South Windsor. (See Regulations, Section VII - X) 2. The South Windsor Inland Wetlands, Watercourses and Conservation Regulations should be reviewed with respect to the standards and criteria for application Evaluation. (See Regulations, Sections VII - X) 3. The applicant understands that this application is to be considered complete only when all information and documents required by the Agency have been submitted. The applicant shall also complete the state filing form. A. Applicant's Name: /..,/Cj/e Address: 3 06 /"�®r���i�zfAPO , es Q�Dy�fl3 DD Phone: (home) (work) 131,0-1,i/?9 7ffl (fax) B. Legal owner's name: Address ;D;/gax g[r0 Phone (home) (work) UtJ-1,o�79798 (fax) (List additional owners, addresses, and phone numbers on back of application) C. If the applicant is not the owner of the subject property; a letter by the owner(s) authorizing the proposed regulated activity set forth in the application must accompany this form and will be part of the application. D. Project Name (if any) ��-, r�f��. o���rc%ga 1. Contact Person (if further information is needed) Looc�arles _/ham (work) 13 (fax) E. The geographical location of the property which is to be affected by the proposed regulated activities including a description of the land in sufficient detail to allow identification of the property on the Inland Wetland and Watercourse Map. Assessor's map # Q Parcel # ® Zone �- 7 F. Names of all abutting property owners from records in Town Clerk's office. (use 4 separate sheet if necessary) G. Have you notified all abutting property owners (from records in Town Clerk's office) by certified letter that an application is pending before the Agency? ** (you are required to supply a copy of the letter with the list of the names of the abutters).** H. Purpose and description of all proposed regulated activity(s) including amount of disturbance in square feet and types of fill and the time element involved: W 141, cJ iy-r-f o.cras.r o, c1►^oL' n e S X J C�l'l..s�c-�-�o►-, a"t Z- /P°�Y",7'I�.yt.e.,n+ c-cJ(S—dF S°o�C o�� 7L.2 TQ-✓Y.vOS�ct►..0 -2� o'�" �'e.S�V'a�'fl o c-'i C�2"flo,�v/S O�✓�-a-s' I. A class A-2 map of the property drawn to 1" = 40', showing the area to be developed, extent of the wetlands and watercourses affected, topography, existing and proposed activities and names and locations of adjacent property owners must be submitted. J. Amount of regulated area disturbance and types of fill (including wetlands and regulated buffers). K.. Acreage of wetlands and watercourses in regulated areas to be altered: 01 �+2 f A ct-e-s L. Acreage of wetlands and watercourses to be created: /, 6 8 f As,,-s M. Lineal feet of proposed stream alteration: o N. Total land area of project and percentage which is wetlands: O. Identify all other permits or approvals that have been issued, applied for, or required with respect to the proposed activity set forth in this application. (These may include but not be limited to, local Planning & Zoning, Zoning Board of Appeals, D.E.P., F.E.M.A., D.O.T., The Army Corps of Engineers, and any other State, Local or Federal Permits.) Lc.a/ P r- 2 Ai��w!i COF P. The applicant (or designated representative) hereby attests that a sign will be posted at the following location(S) s r ByIV-,. ��fAteac. Name on or before ing date / Signature: ? Iry J These signs must be displayed continuously for at least ten (10) days prior to scheduled meeting (see Regulations, Section 7.3a) The undersigned hereby applies for the regulated activities listed in paragraph H above, for a Inland Wetlands, Watercourses and Conservation permit for the property described herein and confirms that: 1. She/he is familiar with the currently effective Inland Wetlands, Watercourses and Conservation Regulations of the Town of South Windsor. 2. She/he understands that at any time during the review period, the Agency may require the applicant to provide more information about the wetlands and/or watercourses in question and/or any proposed activity. 3. All information submitted in the application for review shall be considered factual, or in the case of anticipated activity, binding. A knowing failure of the applicant or any of her/his agents to provide correct information, or performance exceeding the levels of activity anticipated, shall be sufficient grounds for revocation of any permit under these regulations. 4. By making this application, the applicant gives permission to the Inland Wetlands, Watercourses and Conservation Commission members and/or its representative to enter the portions of the premises which are subject of the application for the purpose of inspection and investigation and otherwise evaluating the merits of the ica ' both before and ft a final decision has been issued. Sign Pure Owner of Property Date Si na ur" "1'-Appl"icant Date �� D � 9 NAMES ANP.ADDRESSES OF PROPERTY OWNERS WITHIN500 FEET OF THE SUBJECT PROPERTY ASSESSORS PROPERTYADDRESS PROPERTY OWNER(S) MAILING ADDRESS MAP/LOT NO. -NAME S 47-1 45 CONNECTICUT-AVE. - H.J:M:REALTY P.O. BOX P SOUTH WINDSOR,CT 06074 COMPANY;THE BUCKLAND STA. MANCHESTER,CT 06040 47-2 52 CONNECTICUT AVE. CONNECTICUT AVE. 100 CORPORATE DRIVE -SOUTH WINDSOR,CT 06074 ASSOC. WINDSOR, CT 06095 47-3 39 BARBARA-RD. HILL;ROBERT-M.&JUDY 39 BARBARA RD. SOUTH WINDSOR, CT 06074 . ANN SOUTH WINDSOR, CT 06074 47-4 1 BARBARA RD. TOWN OF SOUTH 1540 SULLIVAN AVE. -SOUTH WINDSOR,CT 06074 WINDSOR SOUTH WINDSOR, CT 06074 47-5 10-BARBARA RD. LURIA, SOL-OMAN& 10 BARBARA RD. SOUTH WINDSOR,CT 06074 EDWARD.M. SOUTH WINDSOR, CT 06074 47-6 155 JUDY LN. PFAU,DANIEL L. 155 JUDY LN. -SOUTH WINDSOR; CT 06074 SOUTH WINDSOR,CT 06074 47-7 165 JUDY LN. MAURA;JOHN W:& 165 JUDY LN. SOUTH WINDSOR,-CT 06074 KATHLEEN E. SOUTH WINDSOR, CT 06074 47-8 175 JUDY LN. MARRYAT,ALLEN F. & 175 JUDY LN. SOUTH WINDSOR,CT 06074 JANICE E. SOUTH WINDSOR,CT 06074 47-9 168 EDGEWOOD DR. LAPENTA, BARBARA 168 EDGEWOOD DR. SOUTH WINDSOR,CT.06074 - SOUTH WINDSOR, CT 06074 47-10 160 EDGEWOOD DR. RIZZO,PETER J. & 160 EDGEWOOD DR. SOUTH WINDSOR,CT 06074 HEATHER L. SOUTH WINDSOR, CT 06074 47-11 152 EDGEWOOD DR HAVANEC;JOHN P. JR. & 152 EDGEWOOD DR. SOUTH WINDSOR,CT 06074 - --MARY ELLEN SOUTH WINDSOR, CT 06074 47-12 144 EDGEWOOD DR. NICHOLAS,PETER G. & 144 EDGEWOOD DR. SOUTH WINDSOR, CT 06074 BETTY D. SOUTH WINDSOR, CT 06074 47-13 16 EDGEWOOD DR. TOWN OF SOUTH 1540 SULLIVAN AVE. SOUTH WINDSOR, CT 06074 WINDSOR SOUTH WINDSOR, CT 06074 60-4 12 GOVERNORS HIGHWAY BROWN, DAVID A. 994 FARMINGTON AVE. SOUTH WINDSOR, CT 06074 WEST HARTFORD, CT 06107 60-7 6B GOVERNORS HIGHWAY FRENCH SOCIAL CIR. 44 TIFFANY RD. SOUTH WINDSOR, CT-06074 BLDG. ASSN. EAST HARTFORD,CT 06128-1142 60-8 475 GOVERNORS HIGHWAY FRENCH SOCIAL CIR. 44 TIFFANY RD. SOUTH WINDSOR,CT 06074 -BLDG.-ASSN. EAST HARTFORD, CT 06128-1142 60-9-A-1 ' 310-Al THRU 310-Al2 OSPREY ASSOC. P.O. BOX 300 THRU S. SATELLITE RD. MANCHESTER,CT 06040 60-9-A-12, SOUTH WINDSOR�CT 06074 60-9-B-1 310-B1 THRU 310-B4 OSPREY ASSOC. P.O. BOX 300 THRU S. SATELLITE RD. MANCHESTER,CT 06040 60-9-B-4 SOUTH WINDSOR,CT 06074 60-9-C-1 310-C1 THRU 310-C9 OSPREY ASSOC. P.O. BOX 300 THRU S.SATELLITE RD. MANCHESTER,CT 06040 60-9-C-9 -SOUTH WINDSOR,CT 06074 60-9-C-10 310-C10 NUTMEG ROAD S. FOGARTY,TIMOTHY 310-C10 NUTMEG ROAD S. SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074 60-9-C-11 310-C I i-THRU 310-Ci6 OSPREY ASSOC. P.O. BOX 300 THRU S.-SATELLITE-ROAD MANCHESTER,CT 06040 60-9-C-16 SOUTH WINDSOR,.CT 06074 . 60-9-D-1 310-D1 THRU 310-D4 OSPREY ASSOC. P.O. BOX 300 THRU S. SATELLITE RD. MANCHESTER,CT 06040 60-9-D-4 'SOUTH WINDSOR;CT 06074 60-9-250A . 250A THRU 250N TALBOT,ROGER W.SR. P.O. BOX 300 THRU NUTMEG ROAD SOUTH MANCHESTER,CT 06040 60-9-250N_ SOUTH WINDSOR, CT 06074 60-11 121 CONNECTICUT'AVE. 121 CONNECTICUT AVE. 21 LAKE ST. SOUTH=WINDSOR, CT06074 ASSOCIATION ELLINGTON, CT06029 Indicate type of mail Check appropriate block for Affix stamp here If issued as NAME AND ❑ Registered Registered Mail: certificate of mailing or for ADDRESS ❑ Insured ❑ With Postal Insurance additional copies of this bill. OF SENDER ❑ CCD ❑ Without Postal Insurance POSTMARK AND DATE OF RECEIPT ❑ Certified ❑ Express Mail Line Number of —. Handiing Act.Value Insured Due Sender -R.R. S.D. S.H Rest.Del.Foe Article Name of Addressee,Street,and Post-Office Address Postage Foe Charge (if Regis.) Value It C.O.O., 'Fee Foe Fos* Remarks HJM Realty Company . I,;.: 1 ygp Sa'7 T I-D 105043 Doric St., Dallas TX 75220 _ s' Connecticut Avenue Associates 2 er 2lfl 100 Corporate Drive Windsor CT 06095 - 3 Robert M. & Judy Ann Hill _ `W`1 Tc7 39 Barbara Rd., South Windsor CT 06074 t Town of South Windsor l 4 g3� 1540 Sullivan Ave. South Windsor CT 06074 Solomon & Edward M. Luria 5 y gay. 11�9 10 Barbara Rd., South Windsor CT 06C74 Daniel L. Pfau c 6 go(3a01 T)190 155 Judy Lane, South Windsor, CT 06C74 John W. & th eer, E. Maura -- 7 y go SA 165 Judy Lane, South Windsor, CT 06C74 Allan F. & Janice ET. "at 8 y�;btLali It,2 175 Judy Lane, South Windsor, CT 06074 Barbara n 9 Li 168 Ed ewood Dr, South Windsor, CT 06074 PeterHeather izzo + l0 q<;o Sad . �, 160 Edgewood Drive, South Windsor, CT 06074 John r. en vanes Z 11 119O da l g-6 52 Edgewood Dr, South Windsor, CT 06C74 eter G. & BeW D. Ni-cE61 as 12 V-1 ft qa.T 9(Q9 144 Edgewood. Drive, South Windsor, CT 06074 � awn o i or 13 `1 a�"�r1D 540 Sul 1 i van Ave, South Wi ndsor, CT 06074 00 14 ��SG � R'l 994 FA. Brown .. a 15 French Social Circle Building Association, Inc. 44 Tiffany - Tot•IN umber of Pieco� Total Number of Places POSTMASTER,PE me of recelvin employee) The full declaration of value Is required on all domestic and international registered mall. Listed by Bonder Received at Post Of a The maximum indemnity payable for nonnegotiable documents undd-Express Mail docu- j • cent reconstruction insurance L $50,000 per piece subject to a limit of$500,000 per € occurrence. The maximum indemnity payable on Express Mail merchandise insurance is $500.The maximum Indemnity ppaya le ii$25,000 for Registered Ma $500 for COD and LL $500 for Insured Mail. Special 7tandlin charges apply only to Thirr - and Fourth-Class parcels.Special delivery service also includes spec W handling service. 1n FO M T BE COMPLETED BY TYPEWRITER,INK OR BALL POINT PEN OU,S. G.P.O. 1986-166-49 indicate type of mail Check appropriate block for Affix stamp here If Issued as NAME AND ❑ Registered Registered Mail: certificate of mailing or for ADDRESS ❑ insured ❑ With Postal Insurance additional copies of this bill. OF SENDER ❑ CCD ❑ Without Postal Insurance POSTMARK AND DATE OF RECEIPT ❑ Certified ❑ Express Mad Number of Handling Act.Value Insured Du Sander .R.R. S.D. S.H. Rest.Del.Fee Lint Article ? Name of Addressee.Street,and Post-Office Address Postage Fee Charge (If Regis.; Value If C.O.D.. Fee Fee Fee Remarks " French Social Circle Building Association, Inc. 2.r 1 `A%9ra'7 1�7-2-) 44 Ti ffany Rd.. East Hartford. CT 06128-1 _ a' Osprey Associates 2 r 7 jq 0 $ `"l P.O. Box300, Manchester,. - 3 Osprey Associates. -. '� qq,? R�ZS P.O. Box 300 Man h CT t Osprey Associates r =, 4 q $?'1 Q'7� P.O. Box 300, Vkr1CheSter,. CT 06045 5 Ti mothy Fogarty !-lam$a .`� 310-C10 Ngipg Road South South Windsor CT 06074 Osprey Associates 0 6 1}SO 99` `?19, P.O. Box 300 Manchester CT 06C45 Osprey Associates 7 ��$a`1 Q"1 P.O. Box 300 Manchester CT 06C45 Roger W. Talbct, Sr. `a 8 119b $37 P.O. Box 300, Manchester CT 06045 121 Connecticut Avenue Associates 9 Z 991 21 Lake Street, El 1 i n ton CT 06029 = 1 10 Kathleen T. Ryan ,� `•� ��� :12 $b$'MIa 455 Governors Hi' hwy, South Windsor, CT 06C74 w Frito-Lay, Inc., 335 East Cailpus View Blvd., v4 11 ZygD S�3L'7-9a,0 Suite.285; Columbus; OH,43235 12 Austin J. & Anita V. Stack g��l q31 30 Drurrr>rr Lane, Wethersfield; CT 06109 own o Sputh indsor 13 2 y`db Sat q 1540 Sul 1 i van Ave.; South Windsor CT 06074 Nutrreg Acquisition Corporation, 100 Corporate Dr., 14 Suite 104, Windsor, CT 06095 Leonard & Beverly R. Saffir y 15 c 185 Nutmeg Rd. South, South Windsor T 06074 Total Number of Plec Total Number of Pieces POSTMASTER.PE Na oj►ecelving mployeeJ The fuli declaration of value la ree��ired on all domestic and international registered mail Listed by Sander Received at Post Off The maximum indemnity payable for nonnegotiable documents undo-Express Mail docu- ment reconstruction insurance is $50,000 par piece subject to a limit of$500,000 per occurrence. The maximum indemnit payable on Express Mail merchandise insurance Is € $500.The maximum indemnity aya�le is$25,000 for Registered Ma $500 for COD and h J. $500 for Insured Mail. SpecW-handling charges apply only to Third- and Fourth-Class parcels.Special delivery service also includes special handling service. sr -FOR T BE COMPLETED BY TYPEWRITER.INK OR BALL POINT PEN OU.S. G.P.O. 1966-166-49 Indicate type of mail Check appropriate block for Affix stamp here if Issued as NAME AND ❑ Registered Registered Mall: certificate of mailing or for ADDRESS ❑ Insured ❑ With Postal Insurance additional copies of this bill. OF SENDER ❑ CCD ❑ Without Postal Insurance POSTMARK AND DATE OF RECEIPT ❑ Certified ❑ Express Mail Line Number of� Name of Addressee,Street,and Post-OffIc*Address Postage Fee Handling Act.Value Insured Due Sender A.R. S.D. S.H. Rest.O•I.F•• Article Charge (If Regis.) Value If C.O.O., Fee Fee Foe Remarks Nutmeg kquisition Corporation, 100 Corporate Dr., r 2-q 9b$.7? 3S Suite 104 Windsor CT 06095 _ d' May Departrent Stores Co. •, 2 7-c l (o 611 Olive St St.` Louis Mb 63101 SWDC Investment Co. 3 ZiSb 292 67 100 CorporateDr, Suite 104 Windsor CT 06C95 t May Department Stores Co. 4 $a`l 3 g 611 Olive St., St. Louis, MO 63101 c 6 U - p� 7 i D .. 8 1 9 10 12 13 " GO 14 a, 15 Total Number of Piecj' Total Number of Pieces POSTMASTER,PE Na a ojrecetvfng employee) The full declaration of value Is rewired on all domestic and international registered mail Lined by Sender Received at P st Office- The maximum indemnity payable or nonnegotiable documents undeTExpress Mail docu- r.,ent reconstruction insurance is $50.000 got piece abject to a limit of$500,000 per occurrence. The maximum indemnity payable on Express Mail merchandise insurance is € V $500.The maximum Indemnity payable is$25,000 for Registered Ma $500 for COD and s02 $500 for Insured Mail. Special handling charges apply only to Thin%- and Fourth-Class parcels.Special delivery service also includes special handling service. +, -FOR MUST E COMPLETED BY TYPEWRITER,INK OR BALL POINT PEN OU.S. G.P.O. 1986-166-49 CONSTITUTION LANDING Nutmeg Road South CHRONOLOGY OF EVENTS ITEM DATE DESCRIPTION COMMENTS 1. 1950's • Land zoned industrial 2. January . Metropolitan District map Large drawing 1966 prepared showing undisturbed site. • Tobacco barns present. • Land is cleared. • No fill removed. 3. 1967 • Town Map • Cuts on property visible. • Haul road to Filene's 4. 1986 • Town map • No ditches constructed • Site is disturbed 5. 1986 • Wetlands commission approved construction of ditches on site to allow water to channel. 6. November • Town of South Windsor Page 3,4 21; 1986 • Planning and Zoning approval of development plan • Buildings A,B, C, D, and N 7. December • Town of South Windsor Page 5 15, 1986 • Wetlands Commission approval of development plan • Buildings A,B, C,D,and N 8. April 27, • South Windsor Chamber of Page 6 19$7 Commerce letter • Endorses development of approximately 500,000 SF of industrial buildings 0 "Governor's S uare" rojcS ITEM DATE DESCRIPTION COMMENTS 9. May 27, • Town of South Windsor Page 7 1986 Economic Development Commission • Supports development of 700,000 SF of industrial buildings • Note parcel size is 75 acres and present project is approximately 50 acres 10. January 10, • Wetlands commission Page 8 1990 approves construction of Buildings E, F, G,and H 11. March 30, • Planning and Zoning Page 9, 10 1990 Commission approves construction of buildings E, F, G, H of Governor's Square project • Note: Developer never filed mylars or bonded project to initiate construction. 12. 1990's • Federal government took possession of property due to foreclosure 13. 1999 • Hale Realty purchases property • Purchased at RTC—Federal auction 9 Note Hale Realty also owns 250 and 310 Nutmeg Road Prepared by Aldrich Construction Co., Inc. 01 March 2000 �OwN afq r y C U V L!t/ L �—��SAC;►�!GU'1. �L.!/C�ZCa� 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 sOR-co�'� AREA CODE 203/644-2511 November 21 , 1986 Mr . Paul Capuano 1208 Cromwell Avenue Rocky Hill , Ct . 06067 Re : App . #1196 - Governor ' s Square - Site Plan of Development Please be advised that the Planning & Zoning Commission voted on October 28 , 1986 , to approve the above application for a site plan of development for property located on Nutmeg Road South , as shown on s lan pr epared ared b P p p y Design Professionals Inc . dated 10-20- 86 , and Alford Associates, dated August 29 , 1986 , IP zone , subject to the following : 1 . The following modifications must be made to the plans : a . The key map shall indicate the general direction of the sanitary sewer and storm sewer flow and both Class D certifications should be shown . b . Sheet #3 shall indicate iron pins at all angle points along abutting properties and at the street ; MDC or CGS datum base coordinates should be given ; the front building offset for building #1 must be given ; the status of curbing should be indicated ; and wetlands must be shown on the topographic map . C . Sheet #7 should show iron pins at all angle points along abutting properties and at the street ; the name of the abutting property owners ; an A-2 certification ; and the wetlands should be shown . d . The dumpsters should be shown on the landscaping plan and shall be adequately screened . 2 . The landscape plan for this site shall be coordinated with the streetscape/ landscape plan for Parkcentre. 3 . Any further development of this site shall address buffering of the adjacent residential areas and an overall drainage plan . 4 . A bond in an amount to be determined by the Town Engineer shall be submitted to this Commission to ensure completion of drainage and landscaping . 5 . Approval must be obtained from the Fire Marshal . 6 . This approval is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission . P°'T1- 3 P. Mr . Paul Capuano -2- 11/21/86 7 . No building permits will be issued until the final mylars have been filed in the Office of the Town Clerk . 8 . Prior to commencement of any site work , a meeting must be held with Town Staff . Black and white transparent mylars of Sheets 1 , 2 and 3 , together with two blueprint copies of the entire set of plans with the above modifications , shall be submitted to this Commission to be stamped and signed . The letters of approval of this Commission , as well as the Inland Wetlands Agency/Conservation Commission , shall be reproduced on the mylars . After the mylars have beens signed by the Commission they will be returned to you and must be filed in the Town Clerk ' s Office within 90 days . Your very truly , PLANNING & ZONING COMMISSION vg By : 11 Y Louise C . Evans , Chairman CC : R . Martel Town Engineer o / M. Banach , Planning Director E . Belleville , Assessor T . D' Auria , Building Official W. Lanning , Fire Marshal Inland Wetlands Agency/Conservation Commission P°'Se Y ca e � 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 lNosoR,co�' AREA CODE 203/644-25U December 15, 1986 Mr. Paul Capuano CERTIFIED MAIL 1208 Cromwell Avenue Rocky Hill, Ct 06067 RE: Application # 425 - Governor' s Square Dear Mr. Capuano: At the December 8, 1986 meeting, the South Windsor Inland Wetlands Agency/Conservation Commission approved with conditions application #425 for a planned industrial development to be located on Nutmeg Road South. The following conditions must be adhered to for this permit to be valid: 1. Construction activities shall be subject to the approval of the Town Engineer. 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 . We recommend a bond in the amount of $10,000 be submitted to Planning & Zoning Commission to ensure compliance with Erosion & Sediment Control Measures. 4 . The permit is valid for one year and shall expire on December 8, 1987 . Very truly yours, John M. Moran, Jr. v,,-C ' rman Inland Wetlands A4 / Conservation Commission Town of South Windsor JMM:dlb CC: A. B . Davies, Deputy Town Engineer Richard Martel, Town Engineer. Marcia Banach, Director of Planning / Michael Gantick, Director of Public Works Thomas D'Auria, Building Official Design Professionals Louise Evans, Chairman, Planning & Zoning Commission f;Qy- 5 ER OF CO . r South Windsor Chamber of Commerce V A ' 1750 Ellington Road, South Windsor, Connecticut 06074 Tel. 203-644-944 2 TO LIVE.WORT April 27, 1987 Mrs . Louise Evans , Chairman South Windsor Planning & Zoning Commission South Windsor Town Hall 1540 Sullivan Avenue .South Windsor, Ct . 06074 Dear Mrs . Evans : The Board of Directors of the South Windsor Chamber of Commerce would like to inform you and the other members of your com- mission that it has approved the concept plan for Governor' s Square on Nutmeg Road South proposed by Paul Capuano of Capuano Builders $ Developers. The Capuano proposal was approved at the Board' s regular meeting April 21 after a _ detailed presentation by Mr. Capuano and Mr. Peter DeMallie of Design Professionals , Inc. Discussion following the presentation centered on the development ' s "incu- bator" concept--the encouragement of small business start-ups long favored by the South Windsor officials , and visible in varying forms throughout the industrial zone. In addition , it was felt that the project and its close to half a million square feet of individual buildings is a most appropri- ate use of the area , which has been zoned industrial or industrial park since the late 19501s . It is further felt that the project, as described to the Board, will not unfavorably impact the abutting residential zone. We urge your favorable consideration of the proposal when it is pre- sented at your up-coming meeting. Sinc rely, ,Joseph RavaJese President � , South Windsor Chamber of Commerce JR/dpt o � � u a s 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 OR,Co AREA CODE 203/644.25U _ May 27 , 1987 Mrs. Louise C. Evans, Chairman Planning and Zoning Commission Town of South Windsor Re: Governor ' s Square Business Center - Preliminary Concept Plan Dear Mrs. Evans: _ Please accept this letter in support of Governor' s Square Business Center' s preliminary concept plan for land located in the vicinity of Nutmeg Road South and Governor' s Highway. The plan includes 26 buildings totaling over 700, 000 sq. ft. to be developed on 18 building sites located on approximately 75 acres of land. Uses are slated to include incubator facilities , larger multi-tenant industrial buildings and two-story office Research and Development buildings. The plan includes the ` completion of the road network in the former ParkCentre area and will incorporate 1760 lineal feet of new road. The over- all development will represent a significant contribution to the Town' s tax base. Thank you for your consideration of our interest in this application. Very truly yours, mes Murray, Chairman conomic Development Commissi n JM/chm P^S` � R sSOMM •�, ' v <� ?&U1440t 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 v A•c°�2 AREA CODE 203/644-25n January 10, 1990 Paul Capuano Capuano Builders & Developers 1208 Cromwell Avenue Rocky Hill, CT 06067 Dear Mr. Capuano: Re: Application #89-86P - Governors Square Business Center Building E,F,G_,H At the January 8, 1990 meeting, the Inland Wetlands Agency/Conservation Commission approved with modifications Application #89-86P - IWA/CC permit for the construction of industrial buildings on property located on the southerly side of Governors Highway and easterly side of Nutmeg Road South, IP zone as shown on plans prepared by Design Professionals dated May 9, 1989 and revised August 18, 1989, Job #86-142. 1 . Two blueprint copies 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. 2• Construction activities shall be subject to the approval of the Town Engineer. 3. The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. 4 . The permit is valid for one year and shall expire on January 8, 1991. 5. We recommend a bond in the amount of $5,000.00 to be submitted to the Planning and Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures . 6 . All approvals required must be obtained and submitted prior to any activity on the site. 7 . A ,contact person shall be identified directly on the plans . Pisa- 8 a• OMN •�4 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 sot•co� AREA CODE 203/644-2511 30 March 1990 Mr. Peter DeMallie Design Professionals, Inc. 1170 Ellington Road South Windsor, CT 06074 Dear Mr. DeMallie: ' re: Appl. #89-86P, Governor's Square Buildings E, F, G, H Southerly of Governor's Hwy. ; easterly of Nutmeg Rd. So. We are pleased to advise that the Planning and Zoning Commission voted on March 27, 1990 to approve the above-referenced application for a site plan of development in accordance with Drawings #1-9 dated 10/4/89 (last rev. 2/6/90) prepared by Design Professionals, Inc. , Proj . No. 86-142; Architectural drawings dated 3/24/89 prepared by John Eberle; and Landscaping plan dated 3-9-90 prepared by CR3; and with the following modifications: 1 . Prior to commencement of any site work, a meeting must be held with Town Staff . 2 . No building permits 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 $5,000. 4 . An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 4.13. 10 of the Zoning Regulations . 5 . Footing drains are required if the building has a basement. 6 . A landscape bond in the amount of $10, 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 . Operation & Maintenance Plan must be submitted by the applicant and approved by the Engineering Department. ;4 "FIN , Mr. Peter DeMallie -2- 30 March 1990 9 . Demonstrate that th s . e buffer meets the re firemen qu i- s of Section 5 .4c (showing buffer. as projected at 5 years and at maturity) . Black and white transparent mylars of Sheets #2 .and 4 with the above modifications, together with four 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 filin in the Office of the Town wn Clerk within 90 days. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, PLANNING AND ZONING COMMISSION Lo �eC. Evans Chairman cc: Inland Wetlands Agency/Conservation Commission M. Banach, Planning Director J. Collins, Chief Building Official J. Iazzetta, Town Engineer F. Shaw, Supt. of Pollution Control E. Belleville, Assessor W. Lanning, Fire Marshal Registrar of Voters Engineer Applicant 1.. ZC File Pcx5 P— l o _ �I MESSIER & ASSOCIATES, INC. SURVEYORS- ENGINEERS 288 MAIN STREET, MANCHESTER, CT 06040 (860) 646-6013 FAX(860) 646-1202 (860) 928-1171 CERTIFIED MAIL RETURN RECEIPT REQUESTED January 21, 2000 RE: Constitution Landing Nutmeg Road South South Windsor, CT Dear Property Owner: As required by Section 7.3b of the"Town of South Windsor Inland Wetlands, Watercourses and Conservation Regulations", we are notifying you that an application has been filed for a resubdivision of industrial-zoned property abutting yours, and is subject to a hearing by the Town of South Windsor's Inland Wetlands Agency/Conservation Commission. The application and plans are on file with the South Windsor Planning Department. As an abutting property owner, you may attend the hearing to ask questions and/or give comments; however, you are not required to attend. You may also submit written comments regarding the application, prior to the hearing, if you so wish. For further information regarding the specific date and time that this hearing will take place, or for further information regarding this proposed project, please contact the Zoning/Wetlands Enforcement Officer or the Recording Secretary at the Town's Planning Department office,telephone(860) 644-2511, ext. 253. Sincerely, Robert R. Messier, L.S. President MESSIER& ASSOCIATES, INC. Agent for Hale Realty,LLC - Applicant 40W M 8�� T-0-t -W O-P 1540 SULLIVAN AVENUE• SOUTH WINDSOR,CT 06074-2786 soe.co AREA CODE 860/644-2511 FAX 860/644-3781 Date: February 24 2000 To: Bob Messier Messier& Associates 288 Main Street Manchester, CT 06040 From: Jeffrey H. Folger Zoning/Wetland Officer Town of South Windsor Re: Review of Constitution Landing subdivision site plan- Plans dated 12/99 I have reviewed the site plans for the proposed re-subdivision plan with the following additional comments: 1. To date I have not received a report on wetland values or wildlife habitat so I have not been able to determine if vernal pool breeding habitat has been included. Therefore I will state that a submitted report must include an evaluation of the watercourses with regard to vernal pool breeding habitat, especially where listed species are concerned, and an inventory included. cc. Town Engineer Town Planner IWA/CC MEMORANDUM To: South Windsor Inland Wetland/Conservation Commission. From: Jeffrey H. Folger- Zoning/Wetland Enforcement Officer Date: February 25, 2000 Re: Review of the proposed Constitution Landing Industrial Subdivision. Plans dated 12/99. The project is to create a nine-lot subdivision in the industrial zone. Associated with the subdivision is proposed to be a wetland crossing, creation of a detention basin and wetland mitigation area, and creation of two cul-de-sac turn-arounds on the existing Connecticut Avenue road stubs. I estimate proposed disturbances in regulated areas to be 21,000 sqft; with. Site: The site is located in the Newberry Brook watershed. The total land area equals approximately 40 acres. Historically, the site was utilized for production agriculture. In the 60s the site was excavated to provide fill for the Filene's warehouse and other projects. It appears that the seasonal water table was intercepted in various areas on the site, and by the middle 1980's wetland areas were wide spread on the site. The watercourses and current distribution of wetland areas on the site have originated from drainage ditches dug to drain the site. The grading work to create the ditches was part of the wetland approval in 1986 and was accomplished between '86 and '89. There is abundant wetland vegetation present in the watercourses. The vegetation is comprised of a monoculture of either phragmites, or cattails, or a mixture of both. Wetland areas on the site would be classified as a shrub/scrub wetland with a trend towards a forested wetland type. Past disturbances and a sandy soil type have made vegetation establishment slow. Riparian areas associated with the watercourse areas are established but not dense. The initial site plan did not represent all of the regulated areas present on the site. An additional 200 feet of watercourse needed to be shown on the eastern portion of the center watercourse. The revision does show the watercourse area however the upland review area shown is only 40-feet wide. There are other areas where the 80-foot regulated upland review area will have to be added. The applicant has been notified of the need for a revision. Major functions of the watercourses would be nutrient and sediment trapping, stormwater conveyance, flood control. I would consider wildlife habitat values to be moderate in that the ditch areas are the only source of water in the area available to wildlife. The watercourses could very well represent amphibian-breeding habitat similar to vernal pools. The possibility for the presence of listed species of amphibians successfully utilizing these areas for breeding needs to be investigated as a part of the application. The interior upland areas are a diverse mixture of early successional species in a dense sapling stage. This woodland stage typically can be the most productive in terms of the number of wildlife species utilizing the habitat. Birch, cottonwood, red maple, multiflora rose, aspen,pin oak, red-osier dogwood, and sweet fern are some of the tree and shrub species present. Snow cover prohibits the listing of available understory vegetation. Impacts: Short-term impacts will include local disturbance in the area of the proposed watercourse crossing, and temporary disturbance in the area of the proposed detention basin and wetland mitigation site. Fill material from the excavation of the detention basin is proposed to be used to increase the elevation on lots #4,5,6, and 7 approximately one foot. This will involve clearing these lots No buildings are immediately proposed for the subdivision lots. The subdivision proposal will ultimately reduce the available food and cover presently used by wildlife. The soils on the site are disturbed soils due to past sand excavation activities. The present soil in the upper horizon of the soil profile consists of medium sands. Erosion potential for activities on the site is expected to be low. Due to the level nature of the topography, sediment containment using perimeter controls should be adequate. De-watering measures will be necessary to install the proposed crossing and the detention basin. The latest revision does not provide adequate details. The addition of impervious surface will reduce infiltration in the upland areas. Infiltration of roof runoff will be recommended when individual plans are submitted. Wetland Assessment and Miti ation Report Constitution Landing Nutmeg Road South, Connecticut Avenue, Charter Oak Way South Windsor, CT Prepared for: Hale Realty LLC. Prepared by: Environmental Planning& Soil Science In Cooperation with Messier& Associates, and Aldrich Construction February 28, 2000 1 1; 9 " v �; 7� ? s�� s��zfr �,,--���,, a ' . 'I , JCyIG "'gIzE'r " �R" >4635 fi a� j .�'. st �, r `�, •-,J�• irr 4 _ ,c t v �' ,r�eF�� yY• F r ,�. .,c4. '�k ` f ^Yp i ,c S�• {y�,� r f4tCe C18ypt Peg iz� mv 3_ �; i`"+a Ayr ''�.` �•. .� ` � €. Fyt3-,. �./ , .yam: kt+z .� - - f > ss 4634 o 50, s- 4 r r { r 17f1 x d4 3s Y e �A Site 4 k O MAN � �� ��� �� � �� # jl1 �t• k� ��.�,�, ��per,. '� ,,`���s ,� � �, t i s z R� a XA�i� €44wnn4633 v a 1 ~ •G 4�6 t`'z� •Ql� z'kt / ��• T� 5 t t �. tYS.�'� 9632 4 ry '•8 '�'s O f �Y E S �"��.t (17 � • i�.•c' :mot' �t'k,,� ♦ �, _ k � '�1 •Q .y�Q� i' /rtre In�a a �'.K€".�x �`�'I •� � €s;.� l �'' �� � C� *. '�.�+ '��' _ 4631 ?� 3 S a 7neaierae- '`` �g 1 k' ♦ ,✓•,. ..�2_I1 F i���.n• T i �` •t .r.• Pi C € t a Scale: 1"=2000' N EP&SS LLC Figure 1Slte LOCUS 49 Lynn Road W E Constitution Landing Ivoryton CT Hale Realty LLC S South Windsor, CT Natural Resources The following paragraphs document the existing site conditions as a context for consideration of potential project impacts. Surficial Geology and Soils The surficial geology of the site consists of glacial outwash deposits that have been disturbed by recent(past 20-30 years)excavation and re-grading. The soil series listed in the Hartford County Soil Survey(MRCS, 1960) are Ninigret, Agawam, Scarboro, and Walpole, each of which if formed in or over glaciolluvial deposits of stratified sand and gravel. The soils no longer appear as depicted by the soil survey due to removal and re- grading. Upland Resources The upland portions of the site are nearly level, sandy, un-vegetated to moderately vegetated and generally slope gently to the edge of the ditches or wetland. The lack of topsoil has inhibited growth of plants other than hardy pioneer species(Refer to Appendix B)and has limited the wildlife cover and habitat value. The surrounding land use, dominantly industrial with some residential, indicates that only wildlife species tolerant of human disturbance(raccoon,white tailed deer, striped skunk)or adapted to xeric(dry), sandy sites are likely to thrive here. Wetland Resources The wetland areas that were field delineated by Highland Soils are shown on the project plans. The soils have little or no topsoil and are generally formed in sandy material with little or minimal"A"(topsoil)horizons. As indicated above,these wetlands were created through past grading of the site and were intend to serve as drainage for future site development. As such,these wetlands are still in a formative stage and are in a relatively early stage. Vegetation occupying the wetlands is comprised primarily of saplings, shrubs and herbaceous plants and generally lacks tree-size(greater that 20 feet tall) vegetation. There are two dominant covertypes, scrub shrub and emergent marsh. The vegetation that has succeeded here includes species that typically move into disturbed sites. In the marsh this includes common reed(Phragmites communis)cattail(Typha lattifolia),purple loosestrife(Lythrum salicaria) and several common wetland species (Refer to Appendix B). In the scruMshrub swamp the vegetation is dominated by alder (Aluns sp.), dogwood(Corpus sp)and other aggressive shrubs.. Common reed and purple loosestrife are invasive species that tend to take over sites and limit vegetative diversity. They have done so in limited areas of this site, but their spread has been limited due to the depth and persistence of water throughout much of the wetland. The 3 water remains too deep for too long for these two problem species to take over the entire wetland. Qualitative Wetland Functional Assessment Based on on-site observations, and data gathered from the USGS South Windsor quadrangle, CTDEP's 1996 air photograph(scale 1"=1000',refer to Figure 2),the Hartford County Soil Survey, and the site plans submitted as part of the application, a qualitative functional assessment of the on site wetlands was performed. The assessment was begun by first assembling a list of functions typically performed by wetlands. The data sources and field observations were then reviewed to see if positive or negative indicators that the functions are being performed are present. The positive or negative indicators and the results are presented in the table below and discussed in the following paragraphs. Functional Value Rating Rationale Ecological Integrity Low (-)Past disturbance,site was re-graded (-)Nearby residential and industrial development Wildlife Habitat Moderate-Low (-)Past disturbance,site was re-graded, many areas of nuisance vegetation (-)Nearby residential and industrial development (+)Connected to some undeveloped land Finfish Habitat Low (-)Presence of suitable habitat questionable;no fish seen during field investigation Educational Potential Low ()Not near school (-)Disturbed site (-)Private Property;industrially zoned Visual/Esthetic Quality Low-moderate (-)Past disturbance (+)Open marsh with viewing location at southern edge of property Water Based Recreation Not present (-)No suitable water body Flood Control High (+)Wetlands was create to manage storm water from future development Groundwater Discharge/Recharge High Stratified drift present throughout 4 Nutrient Retention and Sediment Trapping High (+)Runoff from surrounding development is treated by this wetland (+)Wetland has marsh component Shoreline Anchoring and Dissipation of Erosive Forces Moderate (+)Small shoreline Forestry Potential Not present Not forested Archeological Potential Low ()Past site disturbance Urban Wetland Quality Not Present Not an urban area Noteworthiness Not Present No noteworthy species present While the overall ability of the wetland to perform typical functions is limited due it having been relatively recently constructed, the following functions were found to occur on at least a moderate level: wildlife habitat,visual/esthetic quality,flood control, groundwater discharge/recharge, nutrient retention and sediment trapping, shoreline anchoring and dissipation of erosive forces. These functions are discussed below. The wildlife habitat values of this wetland are related to the cover types and water regimes present. The wetland has both scrub/scrub and emergent marsh vegetation and provides habitat for a number of mammalian, avian,amphibian, and invertebrate species. Typical mammals that are expected to use the wetland include raccoon, opossum, and white-tailed deer. Typical birds include great blue heron, mallard, and redwing blackbird. Amphibians adapted to this type of habitat include green frog, bullfrog, and pickerel frog. This wetland lacks the typical features of a vernal pool e.g. an isolated depression,woodland cover,and surrounding forested habitat. It is unlikely that it provides vernal pool habitat. Open marshes are typically considered as scenic vistas if a suitable viewing location is present. The marsh can be viewed from the end of Connecticut Avenue and presents this value. The entire on-site wetland system was constructed to manage storm water from future site development. Surface and shallow subsurface waters are collected by the wetland and its system of ditches. The wetland areas are generally well vegetated and serve to detain water and remove sediments and nutrients. Currently,there are paved areas that sheet flow or leak-off into the wetland providing potential sources of nutrients and sediments. As such,the wetland has high value for storm water treatment,retention and detention of storm water that could create flooding downstream. The surficial geologic deposit found on the site is glacial outwash. This is water-sorted sand and gravel and is very permeable. Based on on-site observations he wetland intercepts the local water table,which is a true(not perched)water table. This indicates that the rainwater and surface water runoff that enter the wetland have a direct path to groundwater and the wetland serves to recharge local groundwater. 5 The well-vegetated shoreline of the stream exiting the wetland(flowing westward under Nutmeg Road South) is stabilized by the wetland vegetation growing on its banks. This is a combination of plants including alder,cattail and other common wetland plants. Threatened and Endangered Species Because the Town wetland officer has noted that a nearby site with a similar past land use and disturbance and similar soils has protected species of plants,a scientist familiar with that site and those rare plants was retained to investigate this site and determine if any of those species are present is proposed areas of impact. Mr. Richard Snarski's letter is enclosed as Appendix C. This letter indicates that none of the species occurring on the other,nearby, site were found on this one during the investigation,although one species may not have been available at this time of year. In addition,the applicant has expressed a willingness to CTDEP to attempt to provide habitat for those species if it is a deemed necessary and appropriate measure by CTDEP and the Town of South Windsor. Impacts Direct wetland impacts are proposed at three locations on the site: a 41 foot wide access to lot 5 from Nutmeg Road South; a cul-de-sac on Connecticut Avenue to serve lot 8; and construction of a storm water management wetland on lot 9. The total area of wetland to be altered or impact is approximately 0.47 acres. Less than 5000 square feet of this impact would be filling of wetland. Most of the impact would occur on lot 9 where additional wetland are would be created. The proposed re-subdivisions would not permanently or significantly alter the principal functions of the on-site wetland. The principal functions are: wildlife habitat, visual/esthetic quality, flood control, groundwater discharge/recharge,nutrient retention and sediment trapping, shoreline anchoring and dissipation of erosive forces. Each function is considered below. The wetland wildlife habitat value would be diminished by loss of wetland areas on lots 5 and 8. The access to lot 5 would be in the form of a box culvert with an opening sized to equal the existing channel width and allow continued wildlife passage. The area to be filled is currently occupied by a combination of phragmites and alder and other shrubs and has relatively low wildlife food or cover value. Additionally,this location is the most feasible and prudent access to lot 5;any other potential access would also disturb wetland,and the location of the proposed access represents a minimal disturbance to a lower value wetland. The area to be disturbed on lot 8 is close to existing parking areas and also represents a minimal disturbance for access. The area of disturbance on lot 9 will have a net positive effect by creating a large(0.75 acre) storm water management wetland with habitat value. 6 The visual quality of the marsh wetland will not be affected by this proposal. No activities are planned within the marsh except for minor alterations at the end of Connecticut Avenue. The flood control and sediment/nutrient retention functions will not be significantly altered by the proposed industrial re-subdivision. The wetland will retain its current configuration and vegetation,except for small areas of impact, and continue to serve these functions. The wetland will also continue to serve to recharge groundwater in the same way it currently does. The shoreline anchoring function will be temporarily disturbed during construction of mitigation(storm water)wetland. However, when the wetland is re-vegetated,the area of shoreline will be increased, and the channel sinuosity will also be increased(refer to project plans showing wetland restoration area). Thus there will be a net increase in this function. Proposed Mitigation The proposed wetland mitigation is shown on the project plans(Refer to "Stormwater Detention Area And Restoration Wetlands Construction"sheet). An area of approximately 0.75 acres will be constructed, overlain with organic topsoil and planted and seed with wetland plants to compensate for wetland impacts and aid in storm water management. While"storm water"wetlands are not universally accepted for wetland mitigation, construction of this wetland is appropriate for compensation on this site for two reasons: 1. The wetlands being disturbed are man-made wetlands previously constructed for drainage and storm water management purposes. 2. The proposed wetlands to be constructed will more than compensate for loss of wetland function due to the proposed impacts. I, The proposed mitigation wetlands are designed to provide additional value in areas where on-site wetlands already provide recognized benefits. The plantings, as shown in the planting schedule on the project plans, will provide wildlife cover habitat and food, and provide soil stabilization. The mitigation wetland will be an open marsh with pools and hillocks and provide an aesthetic amenity. The mitigation area will detain and retain water, allow sediments to settle, allow plants to take up nutrients, and recharge of local groundwater to occur over a greater surface area. Overall,there will be a net gain of wetland area and function. The presence of common reed and purple loosestrife upstream of the mitigation site is of concern. It would not be desirable to create a wetland that would be dominated by these 7 two species. To minimize the chances that these plants dominate the mitigation wetland, a number of considerations have been incorporated into the design. The mitigation wetland will have standing water for extended periods of time. This hydrology is unfavorable for common reed and purple loosestrife, but will favor cattail and other"wetter"species. This will limit common reed and purple loosestrife to the fringe area of the wetland. To limit the opportunity of common reed and purple loosestrife to occupy the fringe area of wetland, aggressive colonizers such as alder and dogwood will be planted there. These shrubs are quick to establish and can overtop common reed and purple loosestrife. Monitoring and inspection of the mitigation wetland are also specified on the project plans. Summary The industrial re-subdivision of the site will require wetland impacts for access to lots 5 and 8 and for creation of a storm water wetland on lot 9. There are not feasible and prudent alternatives for accessing lot 5;any other access would result in great wetland impact. The impacts will not significantly alter the functions of these wetlands. Mitigation is proposed by creating similar wetlands on lot 9 that will fulfill the same functions as the wetlands to be impacted. A net increase in wetland area will result. This application calls for minimal wetland impact and proposes thorough compensation and re-creation of wetland function. 8 CONSTITUTION LANDING Nutmeg Road South CHRONOLOGY OF EVENTS ITEM DATE DESCRIPTION COMMENTS 1. January • Metropolitan District map 1966 prepared showing undisturbed site. • Tobacco barns present. • Land is cleared. • No fill removed. 2. 1967 • Town Map • Cuts on property visible. • Haul road to Filene's 3. 1986 • Town map • No ditches constructed • Site is disturbed 4. 1986 • Wetlands commission approved construction of ditches on site to allow water to channel. 5. November • Town of South Windsor 21, 1986 • planning and Zoning approval of development plan • Buildings A,B,C,D,and N 6. December • Town of South Windsor 15, 1986 • Wetlands Commission approval of development plan • Buildings A,B,C,D, and N 7. April 27, • South Windsor Chamber of 1987 Commerce letter • Endorses development of approximately 500,000 SF of industrial buildings 0 "Governor's S ro ect ITEM DATE DESCRIPTION COMMENTS 8. May 27, a Town of South Windsor 1986 Economic Development Commission e Supports development of 700,000 SF of industrial buildings a Note parcel size is 75 acres and present project is approximately apppoximately 50 acres 9. January 10, a Wetlands commission 1990 approves construction of Buildings E,F,G,and H 10. March 30, a Planning and Zoning 1990 Commission approves construction of buildings E,F,G,H of Governor's Square project a Note: Developer never filed mylars or bonded project to initiate construction. 11. 1990's a Federal government took possession of property due to foreclosure 12. 1999 a Hale Realty purchases property a Purchased at RTC—Federal auction e Note Hale Realty also owns 250 and 310 Nutmeg Road Prepared by Aldrich Construction Co.,Inc. 01 March 2000 APPENDIX B Plants growing in and adjacent to wetlands Saplings\Shrubs Red maple (Acer rubrum) Black birch(Betula lento) White pine(Pinus strobus) Spicebush(Lindera benzion) Highbush blueberry(Vaccinium corymbosum) Multiflora rose(Rosa multilfora) Willow(Salix spp.) Cherry(Prunus spp.) Alder(Alnus serulata) Silky dogwood(Corpus amomum) Red osier dogwood (Corpus sericea) Arrowood(Viburnum recoginitum) Sweet pepperbush(Clethra alnifolia) Herbacoeus Species Skunk cabbage (Symplocarpus foetidus) Cattail(Typha lattifolia) Soft rush(Juncus effusus) horsetail(equisetum sp.) Tusssock sedge (Carex stricta) Sedges(Carex spp.) common reed(Phragmites communus) Purple loosestrife (Lythrum salicaria) Joe-pye weed(Eupatorium maculatum) Bur-reed(Sparganium sp.) Toad rush(Juncus bufonium) Jewel weed(Impatiens capensis) Sensitive fern(Onoclea sensibilis) Cinnamon fern(Osmunda cinnamomea) Steeplebush(Spiraea sp) 11 Plants growing in uplands SaplineAShrubs Sweet fern(Myrica pennsylvanica) White pine(Pinus strobus) Cherry(Prunusspp.) Rose(Rosa spp.) Raspberry(Rubus sp.) Quaking aspen (Populus tremuloides) Herbaceous Species Mullien,(Verbascum thapsis), Purple clover(Trifolium pratense), White clover(Trifolium repens), Queen Anne's lace(Daucus carota). Goldenrod(Solidago sp) Aster(Aster spp.) Orchard grass(Dactyls glomerata) 12 .. Jan 31 00 04: 59p James D. Aldrich 860 645 0138 p. 5 NEW ENGLAND BLACKLEDGE ENVIRONMENTAL RIVER SERVICES NURSERY December 21, 1999 James Aldrich Aldrich Construction Co.,Inc. 48 Stock Place Manchester,CT 06040 RE: South Windsor industrial Park South Nutmeg Lane,South Windsor Dear Mr. Aldrich: On December 15, 1999,I inspected three areas at the South Windsor Industrial Park for the presence of three State Endangered plants. The species are: 1. Carer cumulata 2. Carex barraW 3. Scleria triglomerata None of the tre species were found in the areas inspected. I am comfortable that I would have found the Carer cumulata and Carer barraWi if they were present. The Sclmia biglomerata could be overlooked this time ofyear. The attached map depicts the areas which were inspected. Sincerely yours, . R.Richard Snarski Certified Professional Soil Scientist#1975 Wetland Scientist Certified Professional Sediment and Erosion Control Specialist#200 DES I SS]IRRRY DAMFJS RrAI) MARLRnRnTIrH t'T1r%"7/RM120S_Nr)7 J-an 31 00 O4: 59p James D. Aldrich 860 645 0138 p. 6 12/14/1999 22:28 9607678425 EPSS PAGE 83103 ,,,;,,•.. Qt ; R Sa I ' Lk el U C3 A ROAS X 2bp Ws p-g �tO•NN SF,( 0-pslo� V&U140t G � y G 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �f�DSOR•Co AREA CODE 860 / 644-2511 S STORM WATER MANAGEMENT SYNOPSIS FOR THE PROPOSED CONSTITUTION LANDING INDUSTRIAL RESUBDIVISION SOUTH WINDSOR, CONNECTICUT PREPARED FOR: HALE REALTY, LLC MARCH 3, 2000 F. Nf4 No. 09434 /ORAL 004 MESSIER & ASSOCIATES, INC. SURVEYORS-ENGINEERS MANCHESTER, CT i INTRODUCTION This report is to address the stormwater management aspects of the proposed 9-lot industrial resubdivision known as "Constitution Landing", located on Nutmeg Road South and the two presently separated portions of Connecticut Avenue, in South Windsor, CT. DISCUSSION As part of the previously approved Governor's Square Business Center project originally proposed for the subject site, a thorough stormwater runoff analysis was performed in 1989 for this area by Design Professionals, Inc., for Capuano Developers, using SCS TR-20 methodology. The overall stormwater management and drainage pattern to be implemented for this property was determined based on this study and previously constructed stormwater management facilities serving the area. This analysis, which is available in the Town of South Windsor's Engineering Office files, considers proposed development of the subject parcel, as well as existing surrounding development, and the impact on existing downstream drainage features. The analysis was based on the premise that the stormwater management for the subject site, including the interconnected existing drainage facilities, must limit the downstream flows to the"pre-existing"peak rates because of an undersized (24-inch diameter) culvert located on private property west of Route 5, through which all stormwater flow from the proposed development area and adjoining land areas must eventually pass. This was to be accomplished through the construction of an on-site stormwater detention basin, which would outlet through an existing pipe connection to the storm drain system in Nutmeg Road South, which, in turn, flows to an existing Town-owned detention basin located on the west side of Nutmeg Road South, a short distance from the subject site. The stormwater management plan determined for this area includes three major components: (1) A previously constructed on-site drainage ditch system to receive stormwater runoff from the individual developed industrial parcels on the site, and convey the flow to a new detention basin. This ditch system, designated as"Detention Basin#4"in the previously prepared report, also provides some detention capacity; (2) A new, large on-site detention basin, designated as"Detention Basin#2", which receives flows from the drainage ditch system and from land areas surrounding the basin; and (3) The previously existing Town-owned detention basin, designated as "Detention Basin#1", and described above, which receives the outflow from Detention Basin#2 and other existing storm drainage facilities in Nutmeg Road South. The total drainage area tributary to Detention Basin#1 is approximately 92 acres, which includes the subject property. The outflow from Detention Basin#1 flows to existing waterways and culverts that convey the water under Route 5 and eventually to the above-described restrictive culvert on private property. From that point, the water continues to Newberry Brook and ultimately to the Connecticut River. The drainage analysis also took into account the storage effect of the swale immediately upstream of the restrictive culvert outlet described above, which provides some detention of the stormwater flows. This capacity is designated as Detention Basin#3 in the previous drainage analysis. PROPOSED CONSTRUCTION Previous development, which has been completed on or near the subject project site, includes the development of two industrial parcels and the construction of the above-described ditch system on the property. Detention Basin#2 was not constructed. Rather, a ditch was constructed connecting the upstream ditches to an outlet culvert discharging to the existing storm drain system in Nutmeg Road South. It is now proposed to construct Detention Basin #2, in the same location as originally proposed, to complete the implementation of the previously established stormwater management plan, and accommodate the eventual development of the industrial lots in this proposed resubdivision. The detention basin design will be similar to that previously approved for this location; however, the present proposal will incorporate a restoration wetlands area at the head of the detention area. The total stormwater storage capacity of the combined detention basin-restoration wetlands will be equivalent to that previously computed, or approximately 5.1 acre feet for a 100-year storm. The modified design will also have a low-flow channel from the overflow of the restoration wetlands area to the detention basin outlet. The outlet structure that was previously designed for Detention Basin#2 will also be constructed. This concrete structure, which is detailed on the project drawings, will have a low-flow orifice pipe outlet and an overflow weir designed to pass the computed 100-year flow of 40.5 cfs. The attached diagram illustrates the various components of the existing and proposed stormwater management facilities as described in this narrative. AAA m V kzil W. ­ ; limit IM Y 14'-A' t i-J, V ,teaiL ove IOG, f F. Y? U v ff?A MTXtN� MY A �jjnl l s4�r b 7 Iv WC_74 v 57, F2 l eW�A ® B&7, ;wi 101 �Z- t C_ Z VI A 'ZZ �W a; i 'n" _ 7 % ", IW d zgmgp _7 t; 7,4, 3-D TopoQuads Copyright*1999 DeLorn Yarmouth,A 01096 Source Data: 9800 1 250 ft Scale: 1 7.200 Detail: 13-7 Datum: NAD27 MEMORANDUM To: Jeffrey H. Folger, Zoning/Wetlands Enforcement Officer From: Jerry C. Iazzetta, Town Engineer Date: March 7, 2000 Re: Constitution Landing Industrial Subrsion We have reviewed the drawings dated 1/24/2000 for the Constitution Landing Industrial Subdivision and have the following comments as they pertain to wetland issues: 1. The ownership of the proposed stormwater detention basin should be private — either as part of lot 9 or belong to the Constitution Landing Association. 2. The proposed cul-de-sacs centerline slope is proposed at .5%. The town standard is for a minimum slope of 1% in the gutter line. 3. Catch basins will be required in the cul-de-sacs (two each). 4. The shoulder slopes at the cul-de-sacs are shown as 2:1. The town's standard is for 3:1 maximum slopes. However if it is deemed necessary to avoid disturbance in the wetland, 2:1 will be acceptable if the slopes are planted with a low maintenance mix. 5. The proposed detention outlet structure is not the town's standard. JCl/sfg S:\ENGINEER\Prof.-P&z Wetland Applications\Constitution Landing\Review March 7.doc 15 (�,E i +, Q u,) SciJX Li 4d�s(.w i I ►° C. �. a� Lai I.OW����7Gn i P C .s(� f-►'a,,� ( ,�� _z� �ou kakk 6A us, &,4k _ 4ts i, (,v i �tOwN 8f qt� u Town ap sou� o w(d 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �'►psoe,co AREA CODE 860/644-2511 April 20, 2000 Certified #P462498089 Hale Reality Constitution Landing Subdivision P.O. Box 300 Manchester, CT 06045-0300 RE: Appl. #00-03P, Hale Reality, Constitution Landing Subdivision Dear Mr.: At the April 5, 2000 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #00-03P - Hale Reality- Constitution Landing Subdivision - IWA/CC permit for a 9-lot industrial subdivision, access drives, stormwater structures, and associated improvements on property located east of Nutmeg Road South, and north of Connecticut Avenue, I zone (Assessor's map #60, parcel #10). 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 March 5, 2005. 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. Hale Reality Constitution Landing Subdivision April 20, 2000 Page 2 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. We recommend a bond in the amount of$15,000 be submitted to the Planning & Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. The bond should be in the form of a Letter of Credit or Passbook account. 7. We recommend a bond in the amount of$20,000 be submitted to the Planning & Zoning Commission to ensure proper creation of wetland mitigation. The bond will be released after two growing seasons to ensure proper establishment. 8. We recommend a bond in the amount of$5,000 be submitted to the Planning & Zoning Commission to ensure proper planting establishment of riparian plantings along upland review area. The bond will be released after two growing seasons to ensure proper establishment. Very truly yours, INLAND WETLANDS AGENCY/ CON ATION C �2 MMI /I�OIN Elizab Warren, Chairperson EW:dr cc: Chief Building Official Town Engineer ,O'NN 8f� F -.wf-z, O-P sau. � a w(0 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �rt�soR-CO � AREA CODE 203/644-2511 June 12, 2000 Roger W. Talbot,Jr. Hale Realty,LLC P. O. Box 300 Manchester, CT 06040 '`if • �YYI(�Yii Y.y� RE: Constitution Landing Y Nutmeg Road South SOUTH WINDSOR, CT Dear Mr. Talbot: The South Windsor Water Pollution Control Authority, at its regular meeting of June 6, 2000, gave approval for the extension of two existing sewer lines (one approx. 180 feet long, and the other approx. 192 feet long)at two cul-de-sacs in an industrial subdivision at Nutmeg Road South, as more specifically shown on plans entitled "Topographic Site Development Plan— `Constitution Landing' —prepared for: Hale Realty,LLC—Nutmeg Road South, Connecticut Avenue and Charter Oak Way—South Windsor, Connecticut"prepared by Messier&Associates,Inc.,Putnam and Manchester, CT,Project No. 99-129, Sheet No. 5 of 8 dated 01/00,revised 01/26/00,03/09/00, 05101/00, and 05/17/00, with the understanding that if there are any changes the applicant will need to return for WPCA approval, and 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. 3. This approval letter must be superimposed on the final approval plans. Very truly yours, Th s n s ,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 Raymond Nelson,Jr.,Messier&Associates Aldrich Construction Company, Inc. 48 Stock Place Manchester,Cr 06040 - 860.647.7544 860.645.0138(fax) 28 September 2000 Hale Realty PO Box 300 275 New State Road Manchester, Connecticut 06040 Job Meeting Minutes — Constitution Landing Present: Mr. Jeff Folger-Town Inland/Wetland Officer Ms. Michele Lipe-Assistant Director Of Planning Mr. Robert Russo-Environmental Planning and Soil Science Mr.Wayne Wright&Mr. Roger Talbot (Part Time)-Hale Realty Mr. James D. Aldrich, Aldrich Construction Co.,Inc. (ACC) Minutes 1) Jim explained that in the land clearing process,errors were made in the limits of the tree cutting. The site was walked and the errors were shown to Jeff and Michele. In most of the places the topsoil is still in place and in a few minor areas it has been stripped to sand. No cutting took place in the actual wetlands. All errors were in the regulated area and most of these areas are in the water course offset zone and not the regulated area. No over cuts took place in the actual wetland area. 2) After a discussion of how this occurred, remediation solutions were discussed. 3) It was agreed that the following would be the procedure for rectifying this error: a) Topsoil is to be put back in the original position. b) Silt fence is to be relocated to the correct location. c) Bob Russo will select a wildflower seed mix to use. His choice will reflect the sandy soil and dry conditions in the disturbed areas. Wildflower seed mix will be insta led in the spring for optimum germination. d) ACC should submit a change order to the Town showing what we are doing to re&,-i&anted to this situation. Change order will be on the standard planning form ter' Jeff. 4) It i [unate this incident occurred,it has been a sours of stress�scei��and Stamm fxiety or the entire construction team from the owner to ACC,to Messier an s involved to have this occur and all Construction. It was never the intent of any of the partie parties want to rectify it and make it right. 5) Jeff and Michele agree that this will be handled as administrative action with Jeff being our lead liaison. cc: 1 -All in attendance 1 -Hale Realty 1 -Messier and Associates 1 - Stamm Construction TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON James D. Aldrich Phone No. 860.647.7544 Address 48 Stock Place Manchester, CT 06040 Site Name Constitution Landing P&Z No. 00-03P Owner Hale Realty Phone No. 860.647.9798 Contractor Aldrich Con c 'on Company, Signature of Owner r Date: r�J10 6 Signature of Design Engr. Date: 1- 0 CHANGE: (Describe location and nature of change. Include Four (4 ) copies of plan/profile of Change. ) This change request is to rectify overcutting issues in regulated areas, primarily on lot #5 at Constitution Landing. Scope of work includes respreading topsoil and planting special wildflower seed mix in the spring as well as relocation of silt fence to proper edge of regulated area. Attached is a copy of the seed mix to be used. Reason for Change: (Why is change required) This change is requested because: in tree cutting process overcutting took place— into the periphery of the regulated area. No overcutting took place in the wetland areas. APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department harf a Wildflower W tures HAM N 9TH AgTERN MI-DIFLOWEE MIXTURE contains a speclally blended mixuture of wildflower varieties with proven performance In the Northeast, it contains annual,perennial,and biennial varieties that will adapt to various, soli.molature,and cilmatic Conditions. The annuals will provide firrt-year color and will self-sow every summer or fall. The perennials will come back year after year and wdi provide provide brilliant color from the second year on. Hert'a Nort;hea@UM Wildflower Mixtu will provide colorful blooms that change week after week throughout the growing eoason. ' �Mlsture 14.0%VLupkm perennis(P) Pawn L pine12.0'APCemtwcaa cyamms UWA)Comflower rt olG+Ib.lphielum qja*?). Rocket Lwkspar. I 8.0% Gyp wphila muralla(A) Baby's Breath 8.0% 1.imim rubnun(A) . Scarlet Plus 7.OY. Canopsia IOweolata(P) Tail Coreopsis 6.0% Fchinsom pagwes(P) Purple Cooefloaer 6.0-A WHoep U nmomooalir(l') Dame's Rocket 3.09A amirendan allianO) WalMower 5.0%4 Rudbadda Wtts(P) Black Eyed Smm 21.0% Mb od WildElawen(not mote than Stiff each) Duntbm barbahm(A/P) Sweet William Oeaotbaa laataridans(P) Evening Primrose Papaver rheas Sb%WA) Caen Poppy Claysanthesmum hucam(P)Ox-Eye Daisy L nwh splcata(P) OrA%Rdw Sltene wmaia(A/P) Cammy t/Acbilla ntillefohum(P) Wbi/e Yarrow Aster nowwangliae(P) N.E.Aster I1mria nwoocans(A) Spur Snap nWa SovT-4 SATE LLi"C 3 �► �) d 4 t7 -4C V.,q kit Ocr `� .... miss ..,..... 7 ,� a Itto sly lit --� 41 loba� c � Mill s, lit s ( }, k Ra 4 r s .� 8� r#i A t- z 1Z &OW4, ►oRs HIGH W AH Feb 28 01 07: 41a Rldrich Construction Co. 860-6450138 P. 2 Aldrich Construction Company, Inc. 48 Stock Place Manchester, CT 06040.1930 860.647.7544 860.645.0138 (fax) 27 February 2001 Town of South Windsor 1540 Sullivan Avenue South Windsor,CT 06074 Attention: Jeffrey H.Folger,Zoning/Wetlands Enforcement OfEcer Re: ConstltutjOn Landing -Hale Realty, LLC Dear Jeff I am writing to confirm what we discussed on the telephone today regarding the walking trail easement at the Constitution Landing project. The easement shown on the drawings was based on information I provided to Messier&Associates. Last fall one of the owners,Rod Talbot, and I walked the perimetor of the property to ascertain where to locate the walking trail. This information was given to Bob Messier. Bob based the proposed easement boundary on this information, This spring,after the snow has melted,we would like to walk the site with you to field confirm our proposed location. If the walking trail location needs to be modified, we will submit a modified mylar at that time. If you have any questions with this submission,please feel free to call me anytime. With regards, Aldrich Construction Co., Inc. "z , a. James D. Aldrich,President Cc: 1 - Beck&EldergW,P.C., Fatima Lobo,Esq. 1 - Hale Realty / LIM , ' IN AIM Vni R NO ��/G/� / way'' r� I�e • ,r % , � -- • /.� l.., � ;art � . ' I % � � / !j-6l aew 1� k K � s r� Yaris aF' mm i �r 3 M 1r , 60-1J ( 4 'TMb ` xYr:. 6v-1s A7Fly/,pY BWV � .. ,rmswr y, f6-/S ,F