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Home My WebLink AboutSUBDIVISION (40) lei, ...� TOWN OF SOUTH WINDSOR rtiI mi _I'ra PLANNING AND ZONING COMMISSIOND SEP 27 1988 The commission will officially receive applications 9 "C ,ox;ded the Epp 1 scat ion No. at either speci 1 or R gular 11 111, �'v y Received Date: �d 'a5 • � were submitted to the Commis h n, Secretary or agento at least four��iti't1gS4& "0®$PeAMMjhe Public HVlq n by: meeting at which they will be officially received. D' No application officially received at a Special Meeting Receipt NO. will be acted upon at that meeting. APPLICANT: Vito Covensky Coven Mountain ADDRESS : 301LSummer Hill Drive South Windsor CT TELEPHONE 644-0494 OWNER OF RECORD ON LAND• RECORDS : Vito Covensky & CL&P w ADDRESS : 490 Bilckland Road, South Windsor, CT • COMPLETE LOCATION OF PROPERTY: East Side of Abby Road onnos, +-o Old Farms Road, North of Maskel Road (SEE ATTACHED MAPS ZONE A-20, A-30 NAME, ADDRESS & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: William E. Grace,-Esq. '4'79 , Buckland Road, So. Windsor, CT TELEPHONE 644-1528 THIS APPLICATION IS FOR: (CHECK ONE OF THE FOLLOWING) 1. Zone Change to (public hearing required) 23 xxx 2. Filing for Subdivision (- Lots) 3. Filing for Open Space Subdivision (public hearing required) 4. - Filing for Resubdivision (public hearing required) 5; ' ' "Special Exception to Article (public hearing required) 6 . Site Plan of Development 7. Removal of Sand, Gravel, Clay or Quarry Stone b Ore (public hearing required) 8. Other (explain in detail) THIS APPL ICATION MUST BE SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY AAND SUBMITTED WITH 6 SETS OF PLANS (7 sees if public hearing is re q BEFORE ITr1IS RE Vy BY THE PLANNING b ZONING FOMMIrot • Owner Applicant William .E. Grace, Attorney for William E. Grace, Attorney for Vito Covensky Vito Covenaky & CL&P C ' 1 HOLMES AND HENRY ASSOCIATES P.O. BOX 238 COVENTRY, CONNECTICUT 06238 (203) 742-0340 April 8, 1986 South Windsor Planning and Zoning Commission c/o Peter DeMallie, Town Planner Town Hall South Windsor, Ct. 06074 Re: Traffic Report for Coven Mountain Subdivision Abby Road South Windsor, Ct. Mr. Vito Covensky proposes to divide the 35.8 acre site into 41 single family house lots. The lots are to be served by a new subdivi- sion road constructed to Town standards. This new road will provide future access to three adjacent properties. The proposed Vicki Lane will enter Abby Road approximately 200 feet north of Old Farms Road. This entrance provides adequate sight distance for the speeds observed on Abby Road during traffic counting. The sight distance to the south on Abby Road is 600 feet, more than the distance required for the observed 40 mph traffic. The unhindered sight distance to the north is presently 380 feet. At that point a large bush at the edge of Abby Road's pavement (and within its ROW) in- terferes with further sight distance although the road itself remains relatively level and straight. If the bush were trimmed, then an addi- tional 100 feet of sight distance would become available which would be adequate. The American Association of State Highway Officials re- quires 275 feet for 40 mph (attached). Conn. D.O.T. attempts to pro- vide 475 feet of sight distance for entry onto State Highways posted for 40 mph. This is far more conservative than the National Standards. Manual traffic counting shows Abby Road to be lightly travelled even during peak periods. The following table shows peak hour and total day volumes in both directions. Also, when the predicted 10 trips per day from each house in the proposed subdivision are waded to the present traffic flow the road will continue operating at Level of Service A (free flow) Abby Road Traffic Volumes Trips AM Peak Hour (veh. per hour) 32 PM Peak Hour (veh. per hour) 69 ADT present (veh. per day) 300 ADT generated by Coven Mountain (veh. per day) 414 ADT result, (veh. per day) 714 AM Peak result (veh. per hour) 60 PM Peak result (veh. per hour) 98 Level of Service A Limit (veh. per hour) 400 Thus , in conclusion, the proposed development will provide for safe entry onto Abby Road and will not cause congestion for those travelling on Abby Road. Sincerely, -b C�'�-J-C-k- 4d-'V� W. Donald Holmes , P.E. COYY��•i. • BALD y�-��,•� Attachments - 2 WDH/srh NO. 09399Ib ---�-•- F --- - - --- H -- ---T---- -- - - W •♦ -FOX MEADOW LA ELI tlRRr ; J f > E L L y ft 9 A OR P O R K '- a 2 W W� W &, MI R RD >� AM Q• A H'Y 1 C RO NARY LA. CMAT" %RE l q� 0 Ex � R � O � u NI f sr 0 SOUTH WIN NEVERS ►NIL LI/R F NIGH SOIOOL �Ib0. = ROAD t � T PARK 9 ui[HDuiE412 `� Rq SAND POLICEv A"fACI""If�� R P r v I W h l Q COTT ff TO l COMMWIRD. New WA/PwG ? I ci-Ercwr C4 HIL SCHOOLnm K�LD OR tit tR w Is ED R R h solooL �F y BROAD Flow q � G JyVi .r PL - �1 i u r Jim o r T_a ap s ?d&"610t a 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 AREA CODE 203/644-2511 October 2 , 1987 Attorney William E. Grace CERTIFIED MAIL 479 Buck land Road South Windsor, Ct 06074 Dear Attorney Grace: Re: Application #478 - Coven Mountain At the September 21 , 1987 meeting, the South Windsor Inland Wetlands Agency/Conservation Commission approved with conditions Application #478 , a 28 lot residential subdivision to be located on the east side of Abby Road opposite Old Farm Road, north of Maskel Road, as shown on plans prepared by Lucek Engineering Assoc. Inc. , dated 1/29/83 , revised 2/1/87, 4/15/87 , 5/21/87 , 7/16/87 , & 9/21/87 , consisting of 13 pages . The - following conditions must be adhered to for this permit to be valid: 1. This approval is subject to the September 29, 1986 letter of approval granted by the Inland Wetlands Agency/Conservation Commission for Application #411. 2 . We recommend a bond in the amount of $10 ,000 be submitted to the Planning & Zoning Commission to ensure compliance with erosion & sediment control measures. 3 . No more than a maximum of 2 acres at one time be exposed, disturbed or unprotected for any purpose. This would include roadway excavation, detention area, stockpiles , home building, etc. 4 . Construction activities shall be subject to the approval of the Town Engineer. 5 . The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. 1 To: Atty William E. Grace Re: Coven Mountain - App#478 October 2, 1987 Page 2 6. The permit is valid for one year and shall expire on September 21 , 1988. Very truly yours, Kevin F. Re nie, Chairman Inland Wetlands Agency/ Conservation Commission Town of South Windsor KFR:dlb CC: A. B. Davies, Deputy Town Engineer Engineering Department Marcia Banach, Director of Planning Michael Gantick, Public Works Director Thomas D'Auria, Building Official Louise Evans, Chairman, Planning & Zoning Comm. Lucek Engineering Assoc. Inc. ows sf+t� O e si ?d&U&Ot C � V s 1540 SULLIVAN AVENUE . SOUTH WINDSOR. CONN. 06074 4��oSOK.r'0 AREA CODE 203/644-2511 July 13, 1988 William Grace, Esq. 4 79 Buckland Road South Windsor, CT 06074 Re: Application #478 - Coven Mountain Dear Sir At the September 19, 1988 meeting, the South Windsor Inland Wetlands Agency/Conservation Commission approved a one year extension of Application #478 with all original conditions. The application becomes effective September 21, 1988 and expires September 21, 1989. 7ohn truly yours,M. Moran, Jr. , Chairm n Inland Wetlands Agency/ Conservation Commission imir./pmm cc:A.B.Davies, Deputy Town Engineer / Marcia A. Banach, Director of Planning i/ Michael Gantick, Director of Public Works John R. Collins, Chief Building Official Raymond Hallowell, Chairman, PZC tow N se4 y 71a a-Ps ?d&&,6at w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 l�osoR.CO AREA CODE 203/644-2511 November 28, 1988 M E M O R A N D U M TO: Marcia A. Banach, Director of Planning FROM: Michael J. Gantick, Director of Public Works Ale RE: Coven Mountain Engineering Review Please find attached the SEA review comments for the subject application. Additionally, the following points are noteworthy: 1. Separate road underdrain should be provided. Not to be combined with street drainage. Perforated PVC to be used not ADS. 2. Slope limits should be shown. Would be responsibility of road builder to complete grading as road improvement. 3 . Concern regarding "break-out" of groundwater along slope cut station 0+50 to 5+00 has not been addressed. 4 . Lot to lot drainage has not been addressed on all lots . Critical to this application . 5. Sheet 1 of 13 a. Valerie Drive not shown. 6 . Sheet 2 of 13 a. Abbe/Abby Road b. acreage c. status of pins/monuments? 7 . Sheet 3 of 13 a. ROW to CL&P? 8 . Sheet 4 of 13 a. match line of sheets. 9 . Sheets 6, 7, 8 a. limits of topsoil stockpile have not been identified; appear to be in wooded/wetland areas. b. How will subsoil be handled. 10. Profile sheet #11 shows removing about 1 foot of Abbe Road at the centerline. Clarification needed. 11. Driveway grades should be kept to a maximum of 10 percent. Lot #22 excessive. � t � �f eft 'f' _ 1,Y'� i 1 f I' K f;'fig -• D • C.X�� S E A C nsultants Inc. Engineers/Architects Principals November 4, 1988 Arnold B.Goldstein,P.E. Frederick G.Aufiero,P.E. Robert M.Brandon,A LA Stephen H.Genbo,P.E. David T Goodemote,PE. Mr. Michael J. Gantick, P.E. Bruce E.Soule,RE Kenneth M.Stewart,PE. Director of Public Works AnthonyJ.Zuena,PE. Town of South Windsor Associates 1540 Sullivan Avenue Steven L.Bernstein,PE. South Windsor, CT 06074 Paul F Gabriel,P.E. Mark Gould,P.E. Joseph A.Murphy,P.E. RE: Coven Mountain Subdivision Michael S Schultz,PE. Job No. 88126.46 Paul C.Showstead,P.E. Task Order No. 46 Arthur A.Spruch,P E. Paul C.Ross,PE. Dear Mr. Gantick: ti As requested, S E A Consultants Inc. , has reviewed the following for the above-referenced project: Sheet No. Title Prepared By Date 1 of 13 Cover Sheet Fuss & O'Neil 8-1988 2 of 13 Property Lucek Engineering 9-1988 3 of 13 Plot Plan Fuss & O'Neil 9-1988 4 of 13 " " It 5 of 13 it 6 of 13 Topographic Plan " of 7 of 13 it " to 8 of 13 Conservation Plan it 9 of 13 11it 10 of 13 Plans & Profiles 11-1988 11 of 13 " 850 Silas Deane Highway Wethersfield,CT 06109-3412 12 of 13 " (203)721-7993 485 Massachusetts Avenue 13 of 13 Notes & Detail Sheet 8-1988 Cambridge,MA 02139-4018 (617)497-7800 Drainage Calculations " 9-21-87 1537 Main Street Springfield,MA 01103-1420 (413)731-9662 Citicorp Park West 100 Foden Road South Portland,ME 04106-2319 (207)775-2281 S E A Consultants Inc. Engineers/Architects Mr. Michael J. Gantick, P.E. November 4, 1988 Page Two This information was reviewed for conformance with S E A's comments dated October 3, 1987, and with the Town of South Windsor Subdivision and Zoning Regulations dated July 24, 1972, and standard engineering practice. We note the following: Section 4.13.2.1 KEY MAP a. Data block indicating zoning information should be provided. Section 4.13.2.3 PLOT PLAN g. Coordinates of monuments should appear in tabular form on the plan. Section 4.12.2.5. PLANS AND PROFILES d. Profiles should show all drainage flow line and top of frame elevations at catch basin locations. g. Profiles should include sanitary sewer manhole top of frame and invert elevations. Section 4.13.6 CONSERVATION PLAN 1. Soil classifications and boundaries should be denoted on the plan. 2. The inland wetlands symbol designation should be reversed on the plan. GENERAL COMMENTS 1. All sheets should be signed and stamped by a licensed land surveyor and registered professional engineer. 2. A hydrologic analysis should be submitted indicating a zero net increase between pre- and post- development conditions for 2, 10, 25, 50, and 100 year storm frequencies. LIE S E A Consultants Inc. Engineers/Architects Mr. Michael Gantick November 4, 1988 Page Three 3. The gutter flow analysis and storm sewer design calculations are incomplete and should be resubmitted. The engineer should utilize the Town's standard storm sewer design calculations forms. 4. The "inlet structure" for the detention basin shown on the topographic map should be designated as an "outlet" structure. Also, the engineer should demonstrate in the detention calculations that this structure will be adequate to serve as an emergency spillway. 5. The topography of a portion of the detention basin is missing and should be provided on the topographic map. 6. �! The roadway grade of Vickie Lane between Station 1+30 and 3+80 is nine percent which exceeds the r required maximum of eight percent. 7. Both existing and proposed roadway grades should be indicated on the profiles at each 50-foot station. 8. The location of proposed fire hydrants should be -- provided on the topographic maps. 9. A plan and profile of the proposed Abbe Road widening should be provided. 10. Flow line elevations for footing drains at house locations should be indicated on the plans. 11. There are several locations along Vickie Lane at which the proposed sanitary sewers and storm drains are within close proximity. The engineer should investigate relocating some of the sewers to avoid construction conflicts. CW G+Oo f 12. A detail should be provided of the temporary drainage berm across Vickie Lane shown on the Conservation Plan. 13. The construction schedule indicates that the detention basin will be used initially as a sedimentation basin. A detailed maintenance schedule should be provided. e a L Lim S E A Consultants Inc. Engineers/Architects Mr. Michael J. Gantick, P.E. November 4, 1988 Page Four 14. A construction sequence, limits, and responsibili- ties for the connection at Maskel Road should be denoted on the plans. 15. There are several locations on sheet Nos. 11 and 12 of 13 in which sanitary sewer manhole and catch basin elevations are missing. If you have any questions, please do not hesitate to call me. Very truly yours, dpJohn'T. Consults s c. Holland f{zo �f, CA, Y ,ioll y U T-awno-P S ?dzn� o w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 � AREA CODE 203/644-2 01 ( �OSOR,�oc� s� November 28, 1988 v� M E M O R A N D U M TO: Marcia A. Banach, Director of Planning FROM: Michael J. Gantick, Director of Public Works RE: Coven Mountain Engineering Review 2 S, e°� Please find attached the SEA review comments for the subject application. Additionally, the following points are jTt',wo� rthy: 1. road underdrain . -Not—to---be✓' ,d-- E a---V ed �� . ,,,,,,�� fr f,'rr r8td c� day S—Alo � F� t•, (.2'5 Slope limits should be shown. Woul be respo sibility of road builder to complete grading as road improvement. 3 . k--au-�' --of" grouncT�ia�er alon slope E s+ta on"�0 as� rrret- � --aid d. C� dV 14."4AU ev�1'L, v:�a,� r•e�{ � �P l3 � v4 4 . e -has---�net--- e on all lots. Crime---to- Ict7S �' -r-ro� he � . Sheet 1 of 13 a. Valerie Drive not shown. Sheet 2 of 13 a. Abbe/Abby Road b. acreage c. status of pins/monuments? 7 . . ROW to CL&P19� � �8 Sheet 4 of 13 a. match line of sheets. Sheets 6, 71 8 a. limits of topsoil stockpile have not been identified; appear to be in wooded/wetland areas. b. How will subsoil be handled. Profile sheet #11 shows removing about 1 foot of Abbe Road at the centerline. Clarification needed. Driveway grades should be kept to a maximum of 10 percent. Lot #22 excessive. -L�T�84' 46 put 6o% �tIV y SEA C nsultants Inc. Engin rs/Architects Principals November 4, 1988 Arnold B.Goldstein,P.E. Frederick G.Aufiero,PE. Robert M.Brandon,A.I.A. Stephen H.Geribo,P.E. David T.Goodemote,PE. Mr. Michael J. Gantick, P.E. - Bruce E.Soule,P.E. Kenneth M.Stewart,P.E. Director of Public Works AnthonyJ.Zuena,P.E. Town of South Windsor Associates 1540 Sullivan Avenue Steven L.Bernstein,PE. South Windsor, CT 06074 Paul F.Gabriel,P.E. Mark Gould,P.E. Joseph A.Murphy,P.E. RE: Coven Mountain Subdivision Michael S.Schultz,P.E. Job No. 88126.46 Paul C.Showstead,P.E. Task Order No. 46 Arthur A.Spruch,P.E. Paul C.Ross,P.E. Dear Mr. Gantick: As requested, S E A Consultants Inc. , has reviewed the following for the above-referenced project: Sheet No. Title Prepared By Date 1 of 13 Cover Sheet Fuss & O'Neil 8-1988 2 of 13 Property Lucek Engineering 9-1988 3 of 13 Plot Plan Fuss & O'Neil 9-1988 4 of 13 " to of 5 of 13 is of is 6 of 13 Topographic Plan " 7 of 13 11 " 8 of 13 Conservation Plan " 9 of 13 to " 10 of 13 Plans & Profiles 11-1988 11 of 13 is it " 850 Silas Deane Highway W thersfield,CT 06109-3412 12 of 13 (203)721-7993 485 Massachusetts Avenue 13 of 13 Notes & Detail Sheet 8-1988 Cambridge,MA 02139-4018 (617)497-7800 __ Drainage Calculations 9-21-87 1537 Main Street Springfield,MA 01103-1420 (413)731-9662 Citicorp Park West 100 Foden Road South Portland, ME 04106-2319 (207)775-2281 E? S E A Consultants Inc. Engin rs/Architects Mr. Michael J. Gantick, P.E. November 4, 1988 Page Two This information was reviewed for conformance with S E A's comments dated October 3, 1987, and with the Town of South Windsor Subdivision and Zoning Regulations dated July 24, 1972, and standard engineering practice. We note the following: Section 4.13.2.1 KEY MAP a. Data block indicating zoning information should be provided. Section 4.13.2.3 PLOT PLAN g. Coordinates of monuments should appear in tabular form on the plan. t Section 4.12.2.5. PLANS AND PROFILES d. Profiles should show all drainage flow line and top of frame elevations at catch basin locations. g. Profiles should include sanitary sewer manhole top of frame and invert elevations. Section 4.13.6 CONSERVATION PLAN 1. Soil classifications and boundaries should be denoted on the plan. 2. The inland wetlands symbol designation should be reversed on the plan. GENERAL COMMENTS 1. should be signed and stamped by a licensed land surveyor and registered professional engineer. sA f -'%/'/3 2. A hydrologic analysis should be submitted indicating a zero--ne-t----increase between pre- and post- development conditions for 2, 10, 25, 50, and 100 year storm frequencies. S E A Consultants Inc. Engln rs/Architects Mr. Michael Cantick November 4, 1988 Page Three 3. The gutter flow analysis and storm sewer design calculations are incomplete and should be resubmitted. The engineer should utilize the Town's standard storm sewer design calculations forms. 4. The "inlet structure" for the detention basin shown on the topographic map should be designated as an "outlet" structure. Also, the engineer should . demonstrate in the detention calculations that this structure will be adequate to serve as an emergency spillway. The topography of a portion of the detention basin is missing and should be provided on the topographic map. The roadway grade of Vickie Lane between Station 1+30 and 3+80 is nine percent which exceeds the required maximum of eight percent. Both existing and proposed roadway grades should t- 4 indica a qn the pro 1 at each 50-foot station. la a cct-p Qt The location of proposed fire hydrants should be provided on the topographic maps. t 0 A plan and profile of the roposed Abbe Road widening should be provided. Flow line elevations for footing drains at house locations should be indicated on the plans. fj 1 There are several locations along Vickie Lane at SR �' which the proposed sanitary sewers and storm drains w� are within close proximity. The engineer should investigate relocating some of the sewers to avoid construction conflicts. (,S.0 C, S 1 ��v s A detail-- .—should- -be provided of the temporary drainage berm across Vickie Lane shown on the Conservation Plan. (13). The construction schedule indicates that the detention basin will be used initially as a sedimentation basin. A' detailed main enance schedule should be provided. /l� sh-t �S 13 ^.4 J I S E A Consultants Inc. Engineers/Archit cts Mr. Michael J. Cantick, P.E. November 4, 1988 Page Four C'� X construction mace imits a - ls jtAmwfor the connectio Maskel Road should be denoted on the plans. There are several locations on sheet Nos. 11 and 12 of 13 in which sanitary sewer manhole and catch basin elevations are missing. If you have any questions, please do not hesitate to call me. Very truly yours, f/ Cons ul to s c. John T. Holland t0'jj14 3 f4( f "1! �- O-Ps ?d&U&O& �v 1540 SULLIVAN AVENUE . SOUTH WINDSOR. CONN. 06074 soe•co AREA CODE 203/644-2511 December 2, 1988 Atty. William E. Grace 479 Buckland Road South Windsor, CT 06074 re: Appl. 88-97P Coven Mountain Subdivision Gentlemen: Please be advised that the public hearing in the above matter has been scheduled for Tuesday, December 20, 1988 at 8 :00 P.M. in the Council Chambers of the South Windsor Town Hall, 1540 Sullivan Avenue. Signs advertising the hearing must be posted for 10 consecutive days prior to the hearing, and must be clearly visible from the road. Please have them posted by Friday, December 9, 1988 . One sign should be placed on the east side of Abbe Road and another at the northerly end of Maskel Road. The signs can be purchased in the Town Hall for $5 . 00 each. Very truly yours, PLANNING AND ZONING COMMISSION Raymond F. Hallowell, Jr. Chairman cc: PZC File Applicant gineer M. Banach, Dir. of Planning T_o O-P S ?d&uaot 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 S co AREA CODE 203/644-2511 TO BE PUBLISHED IN THE JOURNAL INQUIRER THURSDAY, DECEMBER 8, 1988 THURSDAY, DECEMBER 15, 1988 LEGAL NOTICE TOWN OF SOUTH WINDSOR PLANNING AND ZONING COMMISSION Notice is hereby given that there will be a public hearing of the Planning and Zoning Comm' io m n on Tuesday, December 20, 1988 at 8:00 P.M. in the Council bet)s of the South Windsor Town Hall to consider the follo ng: 1 . Appl 88-97P, Vito Covensky, for a 23-lot Subdivision of pro y_ on the easterly side of Abbe Road opposite Old Fars Road, northerly of Maskel Road, A-20 and A-30 Zone. 2 . Appl. #88-104P, Creative Nursery School, Inc. for a Special Exception to Article 4 .1. 8.h. of the Zoning Regulations to permit operation of a Day Care Center at St. Peter's Episcopal Church, south side of Sand Hill Road east of Sullivan Avenue, RR Zone. Copies of the applications and maps more clearly defining the properties are on file in the office of the Town Clerk and/or the Planning Department of the Town of South Windsor. At this hearing, interested persons may appear and be heard, and written recommendations will be received. PLANNING AND ZONING COMMISSION Raymond F. Hallowell, Jr. , Chairman Marshall Montana, Secretary DATE: DECEMBER 12, 1988 TO: MARCIA BANACH, DIRECTOR OF PLANNING, SOUTH WINDSOR FROM: LES CRAWFORD RE: COVEN MOUNTAIN RESPONSE TO STAFF COMMENTS We have received copies Of Michael Gantick's review dated 11/28/88 and SEA's review dated 11/4/88. 7 sets of revised plans were delivered under seperate cover. An item by item response follows: Gantick Letter 11/28/88: Item 1 - As requested, separate road drainage provided using perforated PVC. Item 2 - Slope limits shown on Profile sheet. Item 3 - In addition to the footing drains, and the road and driveway underdrains, we have added a note on Sheet 6 regarding action to be taken by the contractor if field conditions reveal themselves to be different than anticipated. Item 4 - With positive connection of all roof drainage to the storm drainage system, and all driveways sloping to the street, there is no increase in lot to lot drainage. Item 5 - Valerie Drive added to the location map. Item 6a - Alternate spellings of ABBE/ABBY Road added. Item 6b - Acreage callout added. Item 6c - Legend for "FOUND" pins and monuments added. Item 7 - R of W to CL&P covered by "Right to Pass and Repass Granted to CL&P" easement as per agreement with CL&P. Item 8 - Matchlines added to geometry sheets. Item 9a - Stock piles moved to open areas. Item 9b - Subsoil will be used for fill or disposed offsite. Item 10 - We have no plans to "cut" Abbe Road. Profile corrected. Item 11 - Lot 22's driveway grade reduced to 10%. SEA Letter dated Nov. 4, 1988. Keymap - Zoning Data Block Added. Plotplan- MDC coordinates tabulated for PC's &, PT's. Plan & Profiles - Missing top of frame and flow lines or inverts added. Conservation Plan - Soil Classifications- added - Wetlands symbol corrected General Comments: 1. Cover sheet signed and stamped by a licensed Land Surveyor and a registered Professional Engineer. 2. Hydrologic talcs appended to this letter. 3. Gutter flow analysis and storm drainage design calculations are resubmitted on the Town's standard forms. 4. 1 foot deep x 25' wide - Emergency spillway provided at north east corner of detention pond. 5. Additional topo for detention pond added. 6. Roadway grade of Vickie Lane between Station 1 + 30 and 3 + 80 has previously been approved at 9%. 7. Existing and proposed roadway grades at each 50 foot station do not appear to be required by the Town nor are they appropriate. 8. Fire hydrants located. 9. The note regarding "Widening of Abbe Road" is misleading. . Only the improvements shown have been proposed and approved. 10. Flow elevations for footing drains at the house added. 11. Separation between sanitary and storm lines corrected. 12. Detail of the temporary Vickie Lane drainage berm added. 13. Sedimentation basin maintenance has been covered by not on sheet 8. 14. The Contractor's responsibility to perform the connections at Maskel Road has been clarified. 15. Manhole and catch basin elevations corrected. If any additional questions arise, please feel free to contact me at 646-2469. Very truly yours, Les Crawford, P.E. /PJ g Project #87-144 Corres. 1212A88LGC PLANNING DEPARTMMU IN-HOUSE REFERRAL FORM TO: Karl Reichle, Mike Gantick, Mel Stead, Fred Shaw, Richard J. Sartor, Gary Tyler, Fire Marshall Lanning, Jim Snow FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have received plans for the following project:# l��✓r, �,vw _ Lon�r�v�canu� ,�t.�,bal�,�n_•u,� Zone -Zo 4-V Acreage Subdivision Site Plan Residential No. of Lots/units JV.?3 commercial Industrial Location: . 'y11"1111H �PC4/ Project Description: a& 3 a Future Town-owned property involved? Yes No (a)new streets (existing frontage also)_ (b)new open space/recreation area_,X� active passive (c)new detention area Planning Department comments w . 4tu)L1�7 Please let me know by_ /� if you will have comments on this application so that I can follow up with your department when I do a Planning Departm nt report. PLANNING DEPAR730W IN-HOUSE REFERRAL FORK TO: Karl Reichle, Mike Gantick, Mel Stead, Fred Shaw, Richard J. Sartor, Gary Tyler, Fire Mars Lanning, Jim Snow FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have received plans for the following project:# Zon -Zo 14.33 Acreage 31 ,, 4?;z Subdivision Site Plan Residential No. of Lots/units 4Vd3 t 7 pa/2410- Commercial Industrial Location: Pro j ct Description: Future Town-owned property involved? Yes_ No (a)new streets (existing frontage also)_ (b)new open space/recreation area active passive (c)new detention area_ Planning Department comments P1 ase let me know by you will have comm nts on this application so that I can follow up with your d partment when I do a Planning D partmD 0nt/ r port. �I 6 C�� PLANNING DEPARTltBNT IN-HOUSE REFERRAL FORK TO: Karl Reichle, Mike Gantick, Mel Stead, Fred Shaw, Richard J. Sartor, Gary Tyler, Fire Marshall Lanning, Jim Snow FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have received plans for the following project:# 9 7 f� IJ Zon 14-33 Acreage -W • e;� Subdivision Site Plan' Residential No. of Lots/units -AV.73 ..t Z. �oa�' � Commercial Industrial Location:. Project Description: 4 Future Town-owned property involved? Yes_ No ' (a)new streets (existing frontage also),_ (b)new open space/recreation area_ active passive (c)new detention area Planning Department comments aaA Please let me know by if you will have comet nts on this application so that I can follow up with your department wh n I do a Planning D partment report. BREAKERS SICaN IN w�l« ��' NO. NAME & ADDRESS 2. ov /a r 7 a s 1<e,1 3. &6 rear;a) C,rn 4 i�4y (Q-c4 . Lx'i � S Al;AILJOr CA. 4. 1 5. 6. s 7. �Ceyrq vd C 10(7 8. - 9. e 10. - 11. � �Q �b�� 7 /�/�sK�zo2.d 12. . 13. `fin 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 1 � Coven Mountain - Remaining engineering comments 12/20/88 (comment numbers correspond to letter from Mike Gantick and letter from SEA, Inc. ) Letter from Mike Gantick 1. Detail needed on type of PVC, size, clean out; profile detail; 4" for road drain too small (8" min) 3. Curtain drain to be installed with road, note on sheet 6 too vague; need details 4 . Where/how are roof leaders to be connected? 7 . R.O.W. to CL&P to be gravel base, loamed & seeded Other comments: - sheet 10, CB #22 to 23, ADS should be RCP - Note that road base material shown is minimum; soil testing prior to construction needed to determine depth of road structure - will require guide rail along sloped area of detention basin on Maskel Road Letter from SEA (General Comments section) 1. Sheet 2 needs LS/PE signature 7 . Existing and proposed roadway grades at 50-foot stations; tabulated is acceptable 9 . Plan and profile of proposed Abbe Rd. widening 11. Conflicts of utilities: 6+00; 1+30; water line conflicts with CB #14 and sanitary, storm 13 . Note on sheet 8 not correct, should refer to sheet 13; Does not address concern. 14 . Construction limits for the connection at Maskel Road needed �.1 wN af,� Ca T-0 ates 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 r'�'OSOR,co AREA CODE 203/644-2511 January 17, 1989 To: Raymond F. Hallowell, Jr. , Chairman Planning and Zoning Commission From: Carla Woodcock By means of this letter, I am disqualifying myself from all discussion / decision / action regarding Appl. # 88-97P, Vito Covensky 23-lot subdivision. Carla Woodcock • ��owN sf,(� .a s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �ftipsOR.CD AREA CODE 203/644-2511 January 19, 1989 William E. Grace, Esq. 479 Buckland Road South Windsor, CT 06074 Re: Application 488-97, Coven Mountain Subdivision Dear Attorney Grace: Attached is a copy of comments from the Planning and Engineering Departments regarding the above-referenced application. Please make the necessary revisions to the plans and submit 7 complete sets to the Planning Department. If you have any questions regarding the comments or the procedure, please contact me. Very truly yours, Marcia A. Banach Director of Planning cc: Town Engineer D Y- i 1 n a� 1'C' l G 1�v (}'l �'ii lJ �' T! � _ Y � y J4- (f P a1TT �17 Q r ✓ CL FYI r1� PzILfr c3 re She, �l �� C: -{-o `�� 11y jtr") (L L r�d t�cvl a fv SS `L'� c l d j C� P yq 1' pow N sE4( 7-O O-Ps ?d&&-4kA C � 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 OR-CO AREA CODE 203/644-2511 M E M 0 R A N D U M January 19, 1989 TO: Marcia A. Banach, Director of Planning FROM: Michael J. Gantick, Director of Public Works RE: Coven Mountain Drainage Engineering Review Please find enclosed the SEA engineering review for the subject application. This is a supplement to the November 28, 1988 report. Should you have any questions, please contact me. MJG/jsv cc: Engineering Department PZC Correspondence S E A Consultants Inc. Engineers/Architects January 17, 1984 Principals Arnold B.Goldstein,P.E. Mr. Michael J. Gantick, P.E. Frederick G.Aufiero,P.E. Director of Public Works Robert M.Brandon,A.I.A. Town of South Windsor Stephen H.Geribo,P.E. 1540 Sullivan Avenue David T.Goodemote,P.E. Bruce E Soule,P.E. South Windsor, CT 06074 Kenneth M Stewart,P.E. Anthony J.Zuena,RE. Re: Coven Mountain Drainage Review Associates Job No. 89026.01 Steven L.Bernstein,P.E. Paul F.Gabriel,P.E. Mark Gould,P.E. Dear Mr. Gantick: Michael S.Schultz,P.E. Arthur A.Spruch,P.E. As requested, S E A Consultants Inc. has reviewed the following for Paul C.Ross,P.E. the above referenced project: Sheet No. Title Prepared By Date -- Hydrology/Hydraulics Fuss & O'Neill 11-1988 Report This information was reviewed for compliance with the Town of South Windsor Subdivision and Zoning Regulations dated July 24, 1972 and standard engineering practice. We note the following: GENERAL COMMENTS 1. The storm sewer system design calculations for Vickie Lane and Valarie Drive do not correlate with the plans and profiles. Pipe lengths, sizes and slopes differ between the report and the plans submitted. Y 2. A gutter flow analysis and storm sewer system design calculations have not been submitted for the roadway connection at Maskel Road. Existing pipe capacities should be evaluated and should include proposed detention basin outflows. W 3. The hydraulic report contains design calculations for an emergency spillway for the detention basin. However, the plans do not indicate the presence of this spillway. In addition, cross section details including dimensions of the spillway configuration should be provided on the plans. Also, the spillway should contain a minimum freeboard of one foot during a 100-year storm frequency. 850 Silas Deane Highway Wethersfield,CT 06109-3412 (203)721-7993 485 Massachusetts Avenue Cambridge,MA 02139-4018 (617)497-7800 Citicorp Park West 100 Foden Road South Portland,ME 04106-2319 (207)775-2281 c SEA Consultants Inc. Mr. Michael J. Gantick, P.E. Engineers/Architects January 17, 1989 Page Two 4. The discharge summary of the hydraulic report indicates an approximate increase of 2 to 2.5 c.f.s. during the 2, 10, 25, 50, and 100 year storm frequencies. The Town requires a zero net increase between pre- and post-development for each of these frequencies. If you should have any questions, please call me. Sincerely yours, S E A Consultants Inc. ohn T. Holland JTH:ap �� aN sF,`� c 71aw� � ?d&"6.0t e U s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 . v �f�psoe•co��w wAREA CODE 203/644-2511 January 31, 1989 M E M O R A N D U M TO: Marcia A. Banach, Director of Public Works FROM: Michael J. Gantick, Director of Public Works RE: Coven Mountain Engineering Rereview This Department has again reviewed the subject plans. Although most engineering concerns have been addressed, the following items still remain unresolved. 1 . Per November 28, 1988 and December 20, 1988 notes; separate road underdrain required. Not to include connections from house roof leaders and footing drains . House roof and footing drains will require separate connection to storm drainage. 2 . The SEA review of hydraulic data indicates an increased discharge to the Maskel Road system for a 2 year storm. Although Fuss & O'Neill reports a net decrease storm discharge for the site as a whole, the capacity of the existing system in Maskel Road should be evaluated for the 2 year storm. For the Abbe Road drainage increased run-off is shown for all flows . Again although for the storms above a 2 year storm the net site flows are reduced, the system in Abbe Road will see increases for all storms. The downstream storm sewer capacities need to be checked to determine if adequate capacity exists. Modifications in the outlet control structure may be required to mitigate downstream impacts . 3 . Plans for widening Abbe Road have not shown gutter line grades and associated shoulder grading along with typical detail of same. MJG/jsv cc: Project File at44 C0-1 de 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 �,yps�•C0 AREA CODE 203/644-2511 1 February 1989 Atty. William E. Grace 479 Buckland Road South Windsor, CT 06074 re: Appl . #88-97P Coven Mountain 23-lot Subdivision Gentlemen: We are pleased to advise that the Planning and Zoning Commission voted on January 31, 1989 to approve the captioned application for a 23-lot subdivision in accordance with Drawings #1-13 of 13 prepared by Fuss & O'Neill dated 8-26-88 (revised through 1-23- 89 ) , Project No.. .87-144, and with the following modifications: 1 . All deeds for open space and roadways; and Easements for conservation purposes, drainage or utilities, that may be required in connection with the approval of this subdivision, must be submitted to this Commission prior to filing the mylars and issuance of building permits . All deeds must be in accordance with the policy for accepting deeds and easements and must be approved by the Engineering Department and Town Attorney. The deeds for the roadways and open space will be held in escrow until completion of the subdivision and then referred to the Town Council for acceptance. 2. Concrete sidewalks, built to Town specifications, shall be installed on both sides of all new streets and along Abbe Road in front of Lot #1 . 3 . Footing drains are required for each house. Prior to the building of any structure on a lot, a topographic map, drawn to a scale of 1" = 401 , shall be submitted for each lot in the subdivision, showing proposed contours, elevations and the location of the footing drains . No building permits will be issued until the proposed contours, floor elevations and location of footing drains have been approved by the Town Engineer. Atty, W. E. Grace -2- 1 F bruary 1989 4 . Drainage for this subdivision is subject to the approval of the Town Engineer. 5 . If , for any reason, finished grading and other site work is not completed, the Town Engineer shall determine the amount of a cash bond to ensure final grading and site work. This cash bond must be submitted prior to issuance of a Certificate of Occupancy. 6 . 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. 7 . Water shall be supplied to this subdivision by Connecticut Water Company. 8 . Street lighting shall be installed on streets, at intersections, and on cul-de-sacs in accordance with th 'policy established by the Town Manager. Street lighting is to be coordinated with the Chief of Police. 9 . 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. 10 . Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpose of determining subdivision bonding, and all bonds shall be posted prior to filing the plans . If the developer chooses to submit a Letter of Credit for a one year term, in lieu of a surety bond, said Letter of Credit must be renewed on a yearly basis until completion of the development. If a new Letter of Credit has not been received within 30 days before the expiration date, the Commission may, at its option, call the Letter of Credit it is holding. 11 . A drainage assessment fee in the amount of $1150 shall be submitted to this Commission. 12 . 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 . Atty. W. E.* Grace -3- 1 F bruary 1989 13 . This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of $10,000. 14 . Prior to commencement of any site work, a meeting must be held with Town Staff . 15 . All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 16 . No building permits will be issued until all modifications have been complied with, and the final plans have been filed in the Town Clerk's Office. 17 . Lot #14 driveway must exit onto Valerie Drive, not onto the road stub of Vicki Lane. 18 . Parcel"A' wording is to be modified to show it being deeded to an abuttor (John Covenski) to preclude the creation of a nonconforming parcel with no access. 19 . Open space improvement plan is required. 20 . Lot development shall occur as follows: not more than four (4 ) lots or two (2) acres shall be exposed and unstabilized at any time, whichever quantity is less. 21 . Abbe Road shall be widened along parcel frontage as shown on plans . Plans must include gutter line grades and associated shoulder grading plus typical detail of same. 22 . A conservation easement is required on Lot #10; its location is subject to approval by the Planning and Zoning Commission. 23 . Not less than a $5,000 bond for each lot is required prior to issuance of building permits to insure that lot to lot drainage performs to the satisfaction of the Town of South Windsor Engineering Department. 24 . Evergreens are required to be planted along the property edge of open space abutting N/F Gregory. Black and white transparent mylars of Sheets #2 through 5 with the above modifications, together with three blueprint copies of the entire set of plans, must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars . Atty.- W. E. Grace -4- 1 February 1989 After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town 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 Raymond F. Hallowell, Jr. Chairman cc: M. Gantick, Director of Public Works F. Shaw, Supt. of Pollution Control J. Collins, Chief Building Official E. Belleville, Assessor W. Lanning, Fire Marshal --�M. Banach, Planning Director Registrar of Voters Inland Wetlands Agency/Conservation Commission PZC File � ' Architect/Engineer Applicant r T-a aps �- �LP 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 fti�SOR co a� AREA CODE 203/644-2511 TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, FEB. 04, 1989 LEGAL NOTICE TOWN OF SOUTH WINDSOR PLANNING AND ZONING COMMISSION At its Jan. 31, 1989 meeting, the Planning and Zoning Commission voted to take the following action: 1 . Approve, with modifications, Appl. #88-115P, Automatic Comfort Site Plan, 856 Sullivan Avenue, GC Zone. 2 . Approve, with modifications, Appl. #88-97P, Vito Covensky, Coven Mountain, 23-lot subdivision, easterly side of Abbe Road opposite Old Farms Road, northerly of Maskel Road, A- 20 and A-30 Zone. Dated at South Windsor, Connecticut this 1st day of February, 1989 . PLANNING AND ZONING COMMISSION Raymond F. Hallowell, Jr. , Chairman Marshall Montana, Secretary Card OPIPM va—�*bovbft aft NOW"c4o"It i.—Id siftool"D 2. M ROMIG DOOMY 1*: 4 Number AT" 13 woured cDo WIA)Pcroo. ardO07Y "'�' Mve"abcoinjolwwwoof a tie' wi 1 8. Ad*um%Addrow(ONL Y if X1 popmW md fee pdd) *we*00twery !;2 es 771, 7 OFT 4 17 T-V) a5 CASEY, HALPERN, GRACE & ❑OMBROWSKI, P.C. ATTORNEYS AT LAW 47S BUCKLANO ROAD SOUTH WINOSOR,CONNECTICUT 06074 [2031 B44-1526 JOHN M.CASEY 183 S1La4bAA9111-11PF&44VjSSjon KENNETH S.HALPERN WETHERSFIELD,CT 06109 WILLIAM E.GRACE (2031 563-2834 JOHN W.OOMBROWSKI,JR. APRIL C.TEVERIS February 27, 1989 Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 PLANNING & ZONING COMMISSION RE: Application #88-97P Coven Mountain 23 Lot Subdivision The Applicant with regard to the above application hereby requests a thirty day extension in which to file the blueprints and mylars as set forth in the approval letter dated February 1, 1989. Respectfully, William E. Grace Attorney for Applicant WEG/att BOND FS=IATE Project: Covc r, 1%1oujm in 23 1_ot Street : Abbv R oaclt South W'imisor P&Z I .D., : ADDI. l/S8-97P Engineer : .�--f 1- O'Neill Date . 3/l -- Unit __.. Item Description Unit Quantity Price Cos 1 . Clearing & Grubbing LS 5 Acres 2 . Strip & Stockpile Topsoil CY 4,100 3 . Earth Excavation Cy 257600 (Excluding Roadway & Trench) 4 . Roadway Excavation CY 2.500 5 . Earth Trench Excavation 0-4 CY 6 . Earth Trench Excavation 0-10 CY 2,500 7 . Earth Trench Excavation 0-15 CY 8 . Earth Trench Excavation 0-20 CY 9 . Roadway Excavation (Rock) CY 10 . Rock Trench Excavation 0-4 CY 11 . Rock Trench Excavation 0-10 CY 12 . Rock Trench Excavation 0-15 CY 13 . Rock Trench Excavation 0-20 CY 14 . Formation of Subgrade SY 7,752 15 . Subbase Gravel CY 1,S00 16 . Processed Aggregate TONS ` 27907 17 . Common Borrow CY 18 . Gravel. Borrow c 19 . Bituminous Concrete i 446 (Class I} _ �T 20 . _ Bituminous Concrete TONS 891 21 . Six inch Asphalt Lip Curbing LF 4,560 22 . Road Widening Complete SY Sub-Total r 1 _ v. �.�1Il LJ r_'u l.;i. 1 - r i C_.':1 rl i� � {,�U�I:�1��' �_�'-. ( L,, •. 23 . Concrete Sidewalk _4 Wide LF 41560 24 , Asphalt Sidewalk G°?ide LF STORM DRAINAGE SYSTEM C0:IPONENTS 25 . 60" RCP Class In Place LF 26 . 54 " RCP Class In Place LF 27 . 48 " RCP Class In Place LF 28 . 42" RCP Class In Place LF 29 . 36" RCP Class In Place LF 30 . 30" RCP Class IV In Place LF 235 31 . 24 " RCP Class IV In Place LF 585 32 . 21" RCP Class In Place LF 33 . 18 " RCP Class IV In Place LF 155 34 . 15" RCP Class IV In Place LF 360 UNDERDRAINS 35 . 6" LF 36 . 8 it PVC LF 11200 37 . Type "C" Catch Basin EA 19 38 . Type "C" Double Grate EA 39 . Type "C-L" Catch Basin EA 40 . Manhole EA 1 41 . Manhole With Drop Inlet EA 42 . Manhole Over Ten Ft. EA 43 . Headwall FA I 44 . Endwall EA 45 . 30 Flare Ends EA 1 46 . Special Structure _ EA 47 . Bedding : Type : _ CY Sub-Total $ SANITARY SEWER COMPONENTS 58 . 18 " Ductile Iron In Place LF 59 . 1511 Ductile Iron In Place LF 60 . 1211 Ductile iron in Place LF 61 . 10" Ductile Iron In Place LF 62 . 811 Ductile Iron In Place LF 63 . 811 RCP Class In Place LF 64 . 10" RCP Class In Place LF 65 . 12" RCP Class In Place LF 606 . 1411 RCP Class In Place LF 67 . 15" RCP Class In Place LF 68 . 1811 RCP Class In Place LF 69 . 2111 RCP Class In Place LF 70 . 2411 RCP Class In Place LF 71 . Sanitary Manhole EA 10 72 . Sanitary Manhole w/Drop Inlet EA 73 . Sanitary Manhole over 10 Ft., FA Sub-Total - 3 - Item scrip tir_)r7 U 1Lt Quantity r _ 96 . 97 . Sub-Total Page 1 $ Sufi-Total Page 2 $ Sub-Total Page 3 $ Sun-Total Page 4 $ Sub-Total Pane 5 S 25% Contingencies x Sub-Total : $ TOTAL $ BOND ESTIMATE FORM Project: Coven Mountain 23 Lot Subdivision Street: Abby Road, South Windsor P&Z I.D. : Aool. #88-97P Engineer: uss -&-O'Neill Date: 3 1 09 Unit Item Description Unit Quantity Price Cost 1. Clearing & Grubbing LS 5 Acres /&1 09p ,cam �Uv 2. Strip & Stockpile Topsoil CY 41100 c 3. Earth Excavation CY 2 ° ) (Excluding Roadway & Trench) 3� 4. Roadway Excavation CY 29500 5. Earth Trench Excavation 0-4 CY 6. Earth Trench Excavation 0-10 CY 21500 7. Earth Trench Excavation 0-15 CY 8. Earth Trench Excavation 0-20 CY 9 . Roadway Excavation (Rock) CY 10. Rock Trench Excavation 0-4 CY 11. Rock Trench Excavation 0-10 CY 12. Rock Trench Excavation 0-15 CY 13 . Rock Trench Excavation 0-20 CY 14. Formation of Subgrade SY 79752 15. Subbase Gravel CY X1,800 6 �G 16. Processed Aggregate TONS 29907 17. Common Borrow CY 18 . Gravel Borrow CY 199 Bituminous Concrete TONS 446 !Class I) y5,�o Zv OW 20 . " Bituminous Concrete TONS 891 (Class II) 21. Six inch Asphalt Lip Curbing LF 49560 -Z �:U U() 22. Road Widening Complete SY Sub-Total $ - 1 - �q Item Description sni udn�.l 23 . Concrete Sidewalk = Wide LF 49560 �. 24 . Asphalt Sidewalk _" Wide LF STORM DRAINAGE SYSTEM C011PONENTS IS% 25 . 60" RCP Class In Place LF Z_E-r, 26. 54" RCP Class In Place LF 27 . 48" RCP Class In Place LF 28 . 42" RCP Class In Place LF 29 . 36" RCP Class In Place LF 30. 30" RCP Class IV In Place LF 235 31. 24" RCP Class IV In Place LF �p 7 32. 21" RCP Class In Place LF 916 3 3�3U 33. 18" RCP Class I_ In Place LF 155 T 34 . 15" RCP Class IV In Place LF &Z 400 UNDERDRAINS 35. 411 Y5Z ��•-�at 7 •Ai y LF 3?7,5 36. 811 PVC LF 19200 ?v 00 37 . Type "C" Catch Basin EA j �5 /9-0 v - �Dv 38 . Type "C" Double Grate EA 39 . Type "C-L" Catch Basin EA 40. Manhole EA 41. Manhole With Drop Inlet EA 42 . Manhole Over Ten Ft. EA 43 . Headwall EA 1 Poo 44 . Endwall EA 45 . 30 " Flare Ends EA 1 500 Soo 46 . Special Structure EA 47 . Bedding: Type: CY Sub-Total $ 2 Item Description Unit Quantity Price Cost 48. Modified Riprap Channel CY 49 . Intermediate Riprap Channel CY 50. Standard Riprap *Channel CY SANITARY SEWER COMPONENTS 51. 21" PVC In Place SDR 35 LF 52. 18" PVC In Place SDR 35 LF 53. 15" PVC In Place SDR 35 LF 54. 12" PVC In Place SDR 35 LF 55. 10" PVC In Place SDR 35 LF 56. 8" PVC In Place SDR 35 LF 19800 57. 6" PVC In Place SDR 35 LF 750 zS',cav 58. 18" Ductile Iron In Place LF 59. 15" Ductile Iron In Place LF 60. 12" Ductile Iron In Place LF 61. 10" Ductile Iron In Place LF 62. 8" Ductile Iron In Place LF 63. 8" RCP Class In Place LF 64. 10" RCP Class In Place LF 65. 12" RCP Class In Place LF 66. 14" RCP Class In Place LF 67. 15" RCP Class In Place LF 68 . 18" RCP Class In Place LF 69 . 21" RCP Class In Place LF 70 . 24" RCP Class In Place LF 71. Sanitary Manhole EA 10 /5 C>0- /5 00L 72. Sanitary Manhole w/Drop Inlet EA 73. Sanitary Manhole over 10 Ft. EA Sub-Total $ 3 07 -260 Item Descrinzion [,n t �t.�.r.Uitl Price C. S . STRUCTURES & MISC. ITEM 74 . Retaining Wall EA 75 . Fence (Type: ) EA 76 . Guide Rail (Type: ) LF 77. End Anchorage (Type: ) EA 78. Guide Post EA 79 . Pavement Marking LF 80. Street Signs EA 81. Traffic Signs EA 82 . Street Lights EA 8 OOZE 83. Furnishing/Placing Topsoil SY 14,800 �.Ov 84 . Fertilizing, Seeding and SY 149800 Mulching 85 . Liming TON 86 . Trees LS 87. Maintenance/Protection LS of Traffic 88 . Construction Staking LF 2,500 JC�� 89 . As-Builts LF 90. Iron Pins EA Z v &Soo 91. Concrete Monuments EA Z� 2 c.) 00 EROSION CONTROL 92 . Haybales/Silt Fencing LF 29000 93 . Calcium for Dust Control TON 94 . Sedimentation Ponds CY 95 . Maintenance of Erosion LS and Sedimentation Sub-Total $ 4 - /009co t Item Description Unit Quantity Price Cost 96. 97. Sub-Total Page 1 $_4g-5 , 6 4 8 Suiu-Total Page 2 $ ZA(o, o�S Sub-Total Page 3 $ 87 _ 7 50 Sub-Total Page 4 $ /Oy 6"1 Sub-Total Pace 5 S 25% Contingencies x Sub-Total: $ x TOTAL i e � oWN SF'<� C a-Ps ?d&U&0t 1c 4, 1540 SULLIVAN AVENUE ° SOUTH WINDSOR, CONN. 06074 R•CON / AREA CODE 203 644-2511 f��SO March 6, 1989 M E M O R A N D U M TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer RE: Coven Mountain Subdivision Bond Est ate Attached is a copy of the bond estimate for Coven Mountain Subdivision which we estimate to be $1,170,000. As you will note, we found several discrepancies in the quantities supplied by the engineers and have used our quantities. JCl/jsv e �0,41 N 8E� H T-o ate � w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 �r�osoR.Co�� AREA CODE 203/644-2511 April 41 1989 M E M O R A N D U M TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer RE: Coven Mountain Subdivision - 88-9 We have reviewed the "final plans" for the Coven Mountain Subdivision and have the following comments: 1 . The concrete sidewalks shown on typical detail need to address the driveway aprons. These need to be 8" class A concrete with 6" x 6" 10/10 welded wire fabric. 2 . Item #4 of Planning & Zoning approval letter - The underdrains are not satisfactory - see our memo of January 31, 1989 item #1 . Also the standard detail needs to be, revised. 3 . Item #21 of Planning & Zoning approval letter has not been done. JCl/jsv cc: Michael J. Gantick, Director of Public Works Project File t o'1 K 4 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 AREA CODE 203/644-2511 April 12, 1989 Mr. Vito Covensky 301 Summer Hill Drive South Windsor, CT 06074 Dear Mr. Szeluga: RE: Bond Setting- App. 88-97P Coven Mountain Please be advised that at the April 11, 1989 meeting of the Planning & Zoning Commission, the commission voted to establish the bond in the amount of $1,170,000 for the above referenced subdivision. If a Letter of Credit is submitted, said letter of credit must be renewed on a yearly basis until the project is completed. Very Truly Yours, Raymond F. Hallowell, Jr. Chairman, Planning and Zoning ml CC: PZC File Marcia A. Banach, Director of Planning Atty William Grace 0,014 wN 8 o � a w� 1540 SULLIVAN AVENUE SOUTH WINDSOR• CONN. 06074 e•co AREA CODE 203/644-2511 April 13, 1989 Mr. Vito Covensky 301 Summer Hill Drive South Windsor, CT 06074 Dear Mr. Covensky: RE: Bond Setting- App. 88-97P Coven Mountain Please be advised that at the April 11, 1989 meeting of the Planning & Zoning Commission, the commission voted to establish the bond in the amount of $1,170,000 for the above referenced subdivision. If a Letter of Credit is submitted, said letter of credit must be renewed on a yearly basis until the project is completed. Very Truly Yours, Raymond F. Hallowell, Jr. Chairman, Planning and Zoning ml CC: PZC File 'Marcia A. Banach, Director of Planning Atty William Grace NORTHEAST UTILITIES General Offices•Selden Street,B rlin,Connecticut I- THE CONNECTICUT LIGHT ANO POWER COMPANY WESTERN MASSACHUSETTS ELECTRIC COMPANY P.O.BOX 270 ' WkYOKE WATER POWER COMPANY � NORTHEAST UTILITIES SERVICE COMPANY CONNECTICUT 06141-0270 { NORTHEAST NUCLEAR ENERGY COMPANY (203)665-5000 : April 25, 1989 Casey, Halper, Grace and Dombrowski, PC Attorneys at Law 479 Buckland Road South Windsor, CT 06074 ATTN: Attorney William E. Grace Dear Mr. Grace: RE: Coven Mountain RE File: South Windsor #18 This is a follow-up to your correspondence of March 29, 1989 (copy attached), and my letter of April 18, 1989 (copy attached). Your client, Mr. Covensky, telephoned me on Friday, April 21st and indicated to me that your correspondence of March 29th concerning revision of his plans by Fuss and O'Neill, following review by the Planning Staff of the Town of South Windsor is in error. Mr. Covensky indicated that the revised plans we received on March 16, 1989 are his final plans. We will therefore conduct our review process based on those plans. I have further noted that your correspondence of March 29, 1989 conveys your hope that the process for the proposed purchase of Company land can be completed as soon as possible, so that the development will not be unduly delayed. You may be assured that we too would like to see this proposed sale approved and completed as soon as possible. However, I am sure you can appreciate our need to evaluate the effect the changes made to your clients original proposal (to which we were not a participant) have on our remaining Fee land, as well as our need to base our review on plans which accurately reflect the proposed transaction. I shall contact you following completion of our evaluation. 4 Sincerely, Charles J. Sheehan, J . --Real Estate Agent CJS/r f Attachments (2) cc: W. C. Rashaw RE File: South Windsor #18 ..d.CNN[ID[N.■KCKINITN INC AVON CT06001 1.1117•4 4.Memo from TOWN OF SOUTH WINDSOR TOWN HALL SOUTH WINDSOR,CONN.06074 F TO A. Bowen Davies DATE 5/11/89 Deputy Town Engineer L -I SUBJECT: Coven Mountain Subdivision FOLD- There will be a preconstruction meeting for the above mentioned subdivision on May 19, 1989 at 10 :00 A.M. here at the town hall. This is a 25 lot subdivision on the east side of Abbe and the North of Maskel Road. cc: M. Banach M. Gantick, L. Braddock, F. Shaw, M. Stead, K. eic e, B. Lanning, J. Collins, J. McCahill O FUSS OINE1LL consulting engineers May 11, 1989 Jerry Iazzetta, P.E. Town Engineer 1540 Sullivan Ave South Windsor, CT 06074 RE: Coven Mtn. Sub. - South Windsor # 88-97 F & O #87-144 Dear Jerry: We have made revisions to the drawings asper your correspondence of April 4 as well as per the Planning and Zoning's conditional approved letter dated February 1, 1989. Addressing the items in your letter specifically: 1. Driveway apron note added to sidewalk detail sheet. 2. Footing Drains no longer connected to underdrain system. 3. Abbe Road widening varies from zero to 3 feet. A detail has been added to sheet 12. Gutter elevations are attached for the wider portions North of Vickie Drive. Where widening is minimal, the contractor would extend the 3/8 in. per foot crown to the new gutterline. With the road grade near U this will not result in any ponding. I have also included additional copies of the Abbe Road Storm Drainage System calc sheets. If you have any additional questions, please call me at 646-2469. Sincere y, L s Crawford, P.E. /PJ g cc: 'JMarcta Bannach, Town Planning Attorney Bill Grace Vito Covenski 87-144 Corres. _= 10508A89LGC 146 HARTFORD ROAD / MANCHESTER, CONN. 06040 / TEL. (203) 646-2469, FAX. EXT. 307 SOLID WASTE MANAGEMENT WASTE WATER SYSTEMS•EROSION CONTROL•WATER SYSTEMS•HYDROLOGY and DRAINAGE SYSTEMS•SITE PLANNING HIGHWAYS and BRIDGES 9 SURVEYING•LANDSCAPE ARCHITECTURE•TRANSPORTATION and TRAFFIC•PUBLIC WORKS MANAGEMENT*HYDROGEOLOGY 4 Gcmy K. Ty1w IS. - Chief of Police I~�SOIt-CO�� Police Services SOUTH WINDSOR POLICE DEPARTMENT CONSTRUCTION REQUIREMENTS Project Title: Coven Mt. 88-97P Date: May 17, 1989 �1. Developer is responsible for the purchase and installation of all street and traffic signs. Any signs on or intersecting with a State Highway must be cleared through the Department of Trans- portation. All signs must be in place before a c.o. is issued. 12 2. Developer is responsible for the purchase of all street lighting through Connecticut Light and Power. CUP will install all lighting once they have received payment from the developer and the locations of the lights has been reviewed by the Police Department. All lighting must be in place before a c.o. is issued. ! L`l 3. Developer will submit three (3) 811 x 11 or 8'h by 14 maps of the proposed project to the Police Department for the purpose of identifying and locating all signs. Completed maps will be distributed to the developer, Town Planner and the Police Department. Any changes in road design will require new maps. Temporary street signs must be in place as soon as possible and maintained throughout the project. �5. Emergency phone numbers for the duration of the construction must be provided to the Police Department on a company letter- head. If the developer occupies or owns the building/s after construction emergency numbers must be provided to the Police Department. 6. All buildings located on property which abutts a public highway must be numbered. Such number/s (address) shall be visible from the street. All numbering shall comply with Town Ordinance 6-800 thru 6-802. Barns, garages and outbuilding which are located on the same premises as a numbered structure are excluded. !/ 7. Possible site line problem at Maskel /Vicki Lane, and at Abbe Road/ Vicki Lane. Depending on location of intersection of Vicki/Abue Road, Street light may have to be ordered. 151 Sond Hid Road - South Windsor, CorAecdcut 06074 (203) 644-2551 -2- CONSTRUCTION SUGGESTIONS Q 1 . Keep all shrubbery low around doors and windows so as to allow an unrestricted view. Q 2 . Locate business name , if applicable, on the building. Q 3 . Backlight business name and address . C] 4 . Provide lights over all doors . Q 5 . Provide ample lighting of parking areas . Q 6 . Advise the new owner / purchaser to provide the Police Department with emergency numbers . (Business, Commercial and Industrial property only) . SIGNATURE Sergeant Thomas C. Hart #103 Traffic Services Unit Approved by: Chi4GyK. er /� wN E, C Q To_wn o-PSau� ?dzn� a �Q 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 SoR•co� AREA CODE 203/644-2511 May 19, 1989 RE: Preconstruction Meeting - Coven Mountain Subdivision Application #88-79P east side of Abbe Road IN ATTENDANCE Name Company/Address Telephone # Michele R. Lipe Town of South Windsor 644-2511 Michael J. Gantick Town of South Windsor 644-2511 Lester Braddock Town of South Windsor 644-2511 Jerry C. Iazzetta Town of South Windosr 644-2511 Vito Covensky Coven Mountain 644-3231 490 Buckland Road South Windsor, CT 06074 Steve Melanson Connecticut Water Company 25 North Road Warehouse Point, CT 06096 623-3354 Michael Covensky Coven Construction 644-3231 The following is a brief summary of points discussed during the meeting. Public Works 1 . All erosion and sedimentation control measures are to be in place prior to earth moving operations in each area and maintained/cleaned out during construction. Call Zoning/Wetlands Enforcement Officer for inspection when measures are in place, prior to commencement of site work. 2. Four complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by Planning Department along with plans developer needs . 3. The Public Works Department is to be notified forty-eight (48) hours prior to the start of major construction work with inspections and testing per Developers Checklist required for the following: a) after site is staked out b) all drainage work c) Preparation of subgrade, compaction tests as required by the _Town. d) Preparation of subbase, six (6 ) inch lifts e) Placement of bituminous concrete, 1 1/2 inch layers . 4 . Certification of gravel used as subbase will be required by an approved testing company. 5 . No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 6 . As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers located by a certified land surveyor. Progress sanitary sewer as-builts required prior to gravelling of road. Inspection of sanitary sewer must be done prior to gravelling to make sure sewer is air tight and straight. 7 . All topsoil stockpile areas to be protected (ringed with haybales or equal) . 8 . All pipe and structures to be backfilled with free draining material, compacted in maximum one foot lifts with approved compaction equipment. 9 . During construction of the road/driveway a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel onto Abby Road. Calcium chloride is to be used for dust control as required. 10 . Any problems and/or questions regarding construction of this project will be directed to Mike Covensky in the field. 11 . All filling to be done in accordance with Department of Transportation specifications . To be compacted in maximum lifts and tested as necessary. 12 . Weekly job meetings will be held as needed. 13 . Forty-eight (48) hours notice needed for Certificate of Occupancy inspection. Two week review period ( 10 working days) needed for all individual site (lot) plans prior to issuance of building permit (may be longer if application is incomplete) . See General Guidelines for Certificate of Occupancy. 14 . Only approved copies of lot site plans to be used. Any proposed changes are to be presented to Planning Department prior to implementation on change sheet. 15 . No paving after October 15 without written approval from Director of Public Works . 16 . Hours of operation 7 :00 A.M. - 5:00 P.M. , no work on Sunday. Any pipe/structure work requires inspection prior to backfilling. 17 . Colored tape to be placed over pipes as per call before you dig requirements . 18 . Town Staff will meet with Fuss & O'Neill on Monday, May 22, 1989 to discuss specific drainage concerns . W.P.C.A. 1 . Project has not been before W.P.C.A. for approval; next meeting 6/6/89 . 2 . Connection charges due and payable before connection to sewer. 3 . No work to commence before W.P.C.A. approval (other than tr cutting on site and the detention basin) . PLANNING 1 . Approval conditions - a. drainage assessment fee - $1,150. 00 b. IWA/CC - $10,000.00 c. Subdivision bond - $1,170,000.00 d. W.P.C.A. approval e. revised plans f . deeds and easements - particularly conservation easement on lot #10 to be received g. open space improvement plan needs to be reworked per enclosed ccmments of Carl Reichle, Tree Warden h. $5000.00 bond on each lot (approval condition #23 ) i . evergreens to be planted along the property edge prior to the issuance of any building permit. IWA/CC 1 . Silt fences will last longer and be lower maintenance than proposed haybales . 2 . Erosion and sedimentation controls shown on lots 15-19 should be located 80' easterly to limit area of disturbance associated with road construction. 3 . Stump burial should be limited and area, as .shown on plans, should be protected to prevent erosion and sedimentation problems . Must indicate on final "as-builts" . 4 . Construction entrance indicates 2" stone size, this should be upgraded 4" stone size. 5 . Maximum of 2 acres of disturbance at one time per IWA/CC condition U . This means about 400' of roadwork can be disturbed at a time. 6 . This area has highly erosive soils . Equipment operators should create small diversions across the slopes to slow down the velocity of run-off . 7 . Diversion berm and detention basin should be installed and stabilized immediately upon start of construction. Remove sediment from basin as necessary. 8 . Would suggest extra haybales be kept on site for emergency situations . 9 . This site has highly erosive soils and steep slopes which will need special attention and care to provent problems . Pay attention to details on the plans ! SNET/NU 1 . Contact utilities for coordination of utilities connection. Fire Marshal 1 . Blasting (if required) to be coordinated with the Fire Marshal . Police Department: 1 . Emergency phone numbers for the duration of the construction must be provided to the Police Department on a company letterhead. If the developer occupies or owns the building/s after construction emergency numbers must be provided to the Police Department. 2 . All buildings located on property which abutts a public highway must be numbered. Such number/s (address) shall be visible from the street. All numbering shall comply with Town Ordinance 6-800 thru 6-802 . 3 . Barns, -garages and outbuilding which are located on the same premises as a numbered structure are excluded. 4 . Erect temporary sign on the site during construction identifying the project. 5 . If an alarm is to be installed contact the Police Department. Building Department: 1 . Plan review with Building Official/Fire Marshall required prior to application for building permit. Coordinate with Chief Building Official. Very truly yours, G .g�, Marcia A. Banach Director of Planning MAB/pmm cc: Jerry C. Iazzetta, Town Engineer A.B. Davies, Deputy Town Engineer Thomas Hart, SWPD Karl Reichle, Public Works Mel Stead, Public Works Minh V. Le, SNET Hal Clisby, CL&P John R. Collins, Chief Building Official Fred Shaw, Superintendent of Pollution Control John E. McCahill, Zoning Enforcement Officer . SPECIFICATIONS COVEN MOUNTAIN PATH: Shall be dug out 1 foot below grade and filled with processed gravel within 3" of existing grade and topped with 3" of stone dust . Shall be a minimum of 7 feet wide, maximum 10 feet wide. PLANTIN8: On Vickie Lane at beginning of path there shall be two Acer Saccharum (�ugar Maple) , one on each side of the path instead of Arbarvitiae" On Abbe Road there shall be two Quercus Alba L. (White Oak) . Trees shall be planted 17 feet from center of path on each side. Each tree shall be ringed with no less than eight Funkia Plantain Lily (Hosta) . All standing dead wood to be removed within open space. All trees shall be staked in a method approved by the Tree Warden. Size of Planting Material -- Trees shall be a minimum of 3" caliper. Hosta shall be of 2 gallon size. �011 Itatq� CIOr ap sl ?d&U140t o y " 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 v -CO AREA CODE 203/644-2511 June 8 , 1989 Mr . Michael Covensky Coven Construction Company 490 Buckland Road South Windsor,_ CT 06074 RE: COVEN MOUNTAIN W.P.C.A. APPLICATION Dear Mr. Covensky: At the June 6, 1989 regular meeting of the Water Pollution Control Authority, the Authority approved the above referenced application for a 23 lot subdivision in accordance with plans prepared by Fuss and O'Neill titled "Coven Mountain Subdivision, " dated 8-26-88, revised 12-7-88, project 87-144 , and with the following conditions: 1 . Subject to Town staff technical approval. 2 . That this approval letter be affixed to the final set of mylars and filed with the Town of South Windsor . Very truly yours, Arithony F&lzarano, Jr. ; Chairman Town of South Windsor Water Pollution Control Authority cc: Jerry Iazzetta, Town Engineer Raymond F . Hallowell, Jr. , Chairman, P & Z Marcia Banach, Director of Planning ✓ John Collins, Chief Building-Inspector John McCahill, Zoning Enforcement Officer Chris Stone, Fuss & O'Neill rTT ` CASEY & GRACE JUN 122 1989 ATTORNEYS AT LAW South Windsor 479 6UCKLANO ROAD Planning & Zoning Commission SOUTH WINDSOR.CONNECTICUT 06074 (203)644-152e JOHN M.CASEY TELECOPIER(2031 644-1520 WILLIAM E.GRACE June 9, 1989 Town of South Windsor Planning and Zoning Commission 1540 Sullivan Avenue South Windsor, CT 06074 RE: Application #88-97P Coven Mountain 23-Lot Subdivision On behalf of the Applicant, Vito Covensky, we hereby request a 90-day extension in which to file the plans for the above-captioned application. The Applicant is presently working on revisions to the plans. Very truly yours, William E. Grace Attorney for Applicant WEG/att cc: V. Covensky NORTHEAST UTILITIES General Offices•Seld n Street,Berlin,Connecticut THE CONNECTICUT LIGHT ANO POWER COMPANY WESTERN MASSACHUSETTS ELECTRIC COMPANY P.O,BOX 270 HOLYoKE WATER POWER COMPANY HARTFORD,CONNECTICUT06141-0270 NORTHEAST UTILITIFS SERVICE COMPANY NORTHEAST NUCLEAR ENERGY COMPANY (203)665-5000 June 22, 1989 RECEIVED South Windsor Town Hall JUN 23 Beg Mr. John McCahill - Town Planner South Windsor, CT 06074-2786 S0. WINDSOR PLANNING DEPT. RE: Dear John: Pursuant to our telephone conversation of today, this is to inform you that the Connecticut Light and Power Company (CL&P) has not entered into any agreement, nor made any promises, to the developer of the Coven Mountain project. We have just completed our review process of the developers plans, and there are many items which need to be addressed before CUP considers entering into any agreement with the developer. Very truly yours, Richard J. Smulski Senior Real Estate Agent RJS/rf/3:14 cc: Casey, Halper, Grace and Dombrowski, PC ATTN: William E. Grace, Esquire ` 479 Buckland Road South Windsor, CT 06074 W. C. Rashaw RE File: South Windsor #18 i C;ASEY & GRACE �/yD CJ � ATTORNEYS AT LAW 479 BUCKLANO ROAD SOUTH WINOSOR,CONNECTICUT 06074 [203)644-1526 JOHN M.CASEY TELECORIER[203)644-1520 WILLIAM E.GRACE July 14, 1989 Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 ATTN: Michele Lipe RE: COVEN MOUNTAIN Dear Michele: Enclosed please find the Warranty Deed from Vito Covensky for Vicki Lane and Valerie Road with regard to the Coven Mountain subdivision. Sincerely, Joh 6, Cas y JMC/att enclosure wodsor 1 misioti 14 r NORIFN 0 EAST UTILITIES General Offices•Selden Street, Berlin,Connecticut THE CONNECTICUT LIGHT AND POWER COMPANY WESTERN MASSACHUSETTS ELECTRIC COMPANY P.Q.BOX 270 HOLYOKE WATER POWER COMPANY HARTFOR D, C0NNECTICUT 06141-0270 NORTHEAST UTILITIFS SERVICE COMPANY NORTHEAST NUCLEAR ENERGY COMPANY (203)665-5000 August 15, 1989 Mr . Vito Covensky 490 Buckland Road eO Bcx T" South Windsor, Connecticut 06074 Dear Mr. Covensky: RE: License to Use Connecticut Light and Power Company Property on the East Side of Abbe Road -South Windsor Connecticut RE File - South Windsor #18 In response to your request, The Connecticut Light and Power Company ("Company" ) agrees to permit your use of its above referenced parcel of land ("Property") , subject to your consent to the following terms: NO TRANSFER OR RECORDING 1. This License is personal to you and may not be assigned, transferred or recorded. TERM 2. This License shall be effective for the dates of August 16 to November 10, 1989. USES 3. In no event shall you use or store any pollutant or hazardous material on fRe Property, and you must maintain the Property in a safe and law- ful manner at all times. INSPECTION OF THE PROPERTY 4. You agree that you have inspected the Property, find it satisfactory for your use, and are noL-. relying upon any oral or written promises by the Company concerning the conditions of the Property. OUR USE OF THE PROPERTY 5. Your use of the Property is subject to the Company's right to enter and use the Property for our business purposes. By accepting this License, you release this Company from any liability to you for damages to your property due to this-Company's use of the Property for our business purposes. INSURANCE 6. For so long as this License is in effect, and as a condition to enter- ing the Property, you must provide evidence of at least the following insurance coverage: a) Comprehensive General Liability Coverage, including broad form property damage liability, and contractual liability with limits of at least $1,000,000 per occurrence/$1,000,000 per aggregate for bodily injury and $1,000,000 per aggregate for property damage. All policies shall be endorsed (i ) naming Northeast Utilities and The Connecticut Light and Power Company as additional insureds as their interests appear, and (ii ) require that thirty (30) days written notice be given to Northeast Utilities prior to any cancellation or material change in the policy. 7. Absolutely no activity will be allowed to commence without the proper prior notification to Northeast Utilities. Please contact Mr. Richard Smulski , telephone number (203) 634-5924. 8. The fee forathe use of the Property shall be waived since the parties are contemplating entering a purchase agreement for the subject property. 9. Your use of the Property is restricted to the area shown crosshatched on attached Exhibit A. 10. Your use of the Property is limited to construction of a detention basin as shown on the attached exhibit. 11. You agree that if the contemplated purchase does not occur, then you will , at your sole cost and expense, restore the surface grade to substantially the same elevation and condition in which it is now and leave the Property in a safe and orderly condition. 12. You agree that you will perform the restorative work no later than ninety (90) days after receiving written notice from the Company. If these terms are satisfactory to you, please indicate your acceptance by signing both original copies of this Letter and returning them to me along with a copy of the insurance policy. Very truly yours, W. C. Rashaw Supervisor Real Estate Field Operations WCR/RJS/11 AGREED AND ACCEPTED TO NORTHEAST UTILITIES SERVICE COMPANY As Agent for —The-Connecticut Light and Power Company C BY W. C. Ras aw - Supervisor Vito Covens y Real Estate Field Operations VL9:18 I �y �2) • v / 54 0 A-30 A-20 A-30 , 12 8 t T' 44' 10 .� 5 NOT TO 5 CA.L.fi _ � I i � CLBP I C-I b I vLil D 0 _ D4-7 z LL W S / I W o ( J I �D �5 — �� VICKI LANE_ A-�20 1 DETEN I D Ss.`� g D O N G 1 i9 0 MASKEL 2( A-30 I -- OPEN o 0 0 3 44 SPACE � PARCEL - A=1 73 Ac A. 21 II (6, i I 2 22 y 1 �3 4 (41 e J (10/ 3: 6 y' C11� �12 1 1111 I � I _ - 1 23 zs — SS -—— ABBE 0 24) Q 33 .4 c C 25J 2?} o , itt 3n ,34 2 LANE-�S y t� E1 1 � �31. RECEIVED C+ASEY & GRACE SEP 14 1989 ATTORNEYS AT LAW 47S BUCKLANO ROAD SO. WINDSOR PLANNING DEPT@ SOUTH WINOSOR,C ONNECTICUT 06074 (203]644-1526 JOHN M.CASEY TELECOPIER(2031 644-1520 WILLIAM E.GRACE September 13, 1989 Mr. John McCahill Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: COVEN MOUNTAIN Dear Mr. McCahill: This will serve as a memorandum of the assurances of this office that Northeast Utilities (CLAP) is aware of the efforts of Vito Covensky to develop and subdivide the area known as Coven Mountain, east side of Abbe Road, South Windsor, and has reviewed the plans. The Real Estate Department of Northeast Utilities is working with Vito Covensky-through this office. In fact, Northeast Utilities has already given Vito Covensky permission to start construction work on the Detention Basin that is part of the approved subdivision. Sincerely, �i John M. Cas JMC/att T7, CASEY & GRACE ATTORNEYS AT LAW 479 BUCKLANO ROAD �-"",ridsor SOUTH WINDSOR,CONNECTICUT 06074 INLAND V,ETLPtiINDS AGENCY/ [203]644-1528 CONSERVATION COMMI55101'14 JOHN M.CASEY TELECORIER[203]644-1520 WILLIAM E.GRACE December 5 , 1989 Mr. John McCahill Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: Coven Mountain Dear Mr. McCahill: Enclosed is a copy of the license of Northeast Utilities allowing Vito Covensky to work on the subdivision known as Coven Mountain, South Windsor. Included also is a copy of the request of a ninety (90) day extension by Mr. Covensky. Sincerely,,, John! C ey !V JMC/is enclosure cc: Vito Covensky CASEY & GRACE ATTORNEYS AT LAW 479 6UCKLANO ROAD SOUTH WINDSOR,CONNECTICUT 06074 (203)644-1526 JOHN M.CASEY TELECOPIER(203]644-1520 WILLIAM E.GRACE December 5 , 1989 Northeast Utilities P. O. Box 270 Hartford, CT 06141-0270 ATTN: Mr. Richard J. Smulski RE: Coven Mountain Subdivision South Windsor File #18 Dear Sir : The license given to Vito Covensky to work on the Coven Mountain site dated August 15 , 1989 expired on November 10 , 1989 . Will you please renew it for another ninety (90) days . Sincerely, John M. Casey JMC/is cc : Vito Covensky P. S . Will you please tell me how the new appraisal is progressing. JMC III II II PROJECT N-AMMEAJATION CL A Lo APPLICATION DATE C C NOTE TO THE FILE: (C/4 1-6z / Otis Ly r Cc Aj�' l Sign u-re '/-' J--- CASEY & GRACE ATTORNEYS AT LAW 479 SUCKLANO ROAD SOUTH WINOSOR.CONNECTICUT 06074 (203]644-1526 JOHN M.CASEY TELECOPIER(203)644-1520 WILLIAM E.GRACE December 29, 1989 Mr. John McCahill Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: Coven Mountain Dear Mr. McCahill: Enclosed is the up-dated license agreement between Vito Covensky and Connecticut Light and Power. Sincerely, John M. Casey JMC/ls enclosure E EV Hu" 30. WINDSQR I?LANNIN.G DEPT. EAST UTILITIES General Offices*Selden Street,Berlin,Connecticut THE CONNECTICUT L aHT AND POWER COMPANY WESTERN MASSACHUSETTS ELECTRIC COMPANY P.O.BOX 270 HOLYOKE WATER POWER COMPANY HARTFORD,CONNECTICUT 06141-0270 NORTHEAST UTILITIES SERVICE COMPANY NORTHEAST NUCLEAR ENERGYCOMPANY (203)665-5000 December 11, 1989 Mr. Vito Covensky 490 Buckland Road P 0 Box 511 South Windsor, Connecticut 06074 Dear Mr. Covensky: RE: License to Use Connecticut Light and Power Company Property on the East Side of Abbe Road South Windsor Connecticut RE File - South Windsor #18 In response to your request, The Connecticut Light and Power Company ("Company") agrees to permit your use of its above referenced parcel of land ("Property"), subject to your consent to the following terms: NO TRANSFER OR RECORDING 1. This License is personal to you and may not be assigned, transferred or recorded. TERM 2. This License shall be effective for the dates of November 11, 1989 to February 13, 1990. USES 3. In no event shall you use or store any pollutant or hazardous material on THe Property, and you must maintain the Property in a safe and law- ful manner at all times. INSPECTION OF THE PROPERTY 4. You agree that you have inspected the Property, find it satisfactory for your use, and are not relying upon any oral or written promises by the Company concerning the conditions of the Property. OUR USE OF THE PROPERTY 5. Your use of the Property is subject to the Company's right to enter and use the Property for our business purposes, By accepting this License, you release this Company from any liability to you for damages to your property due to this Company's use of the Property for our business purposes. INSURANCE 6. For so long as this License is in effect, and as a condition to enter- ing the Property, you must provide evidence of at least the following insurance coverage: a) Comprehensive General Liability Coverage, including broad form property damage liability, and contractual liability with limits of at least $1,000,000 per occurrence/$1,000,000 per aggregate for bodily injury and $1,000,000 per aggregate for property damage. All policies shall be endorsed (i) naming Northeast Utilities and The Connecticut Light and Power Company as additional insureds as their interests appear, and (ii) require that thirty (30) days written notice be given to Northeast Utilities prior to any can- cellation or material change in the policy. 7. Absolutely no activity will be allowed to commence without the proper prior notification to Northeast Utilities. Please contact Mr. Richard Smulski , telephone number (203) 634-5924. 8. The fee for the use of the Property shall be waived since the parties are contemplating entering a purchase agreement for the subject property. 9. Your use of the Property is restricted to the area shown crosshatched on attached Exhibit A. 10. Your use of the Property is limited to construction of a detention basin as shown on the attached exhibit. 11. You agree that if the contemplated purchase does not occur, then you will , at your sole cost and expense, restore the surface grade to substantially the same elevation and condition in which it is now and leave the Property in a safe and orderly condition. 12. You agree that you will perform the restorative work no later than ninety (90) days after receiving written notice from the Company. If these terms are satisfactory to you, please indicate your acceptance by signing both original copies of this Letter and returning them to me along with a copy of the insurance policy. Very truly yours, R. J. Smulski Senior Real Estate Agent RJS/11 AGREED AND ACCEPTED TO NORTHEAST UTILITIES SERVICE COMPANY As Agent for - - The-Connecticut Light and Power Company 1989 R. J. Smu s i ' i o Covens y Senior Real Estate Agent VL9:18 �t c� o � CA e � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 ~�soR•co AREA CODE 203/644-2511 March 26, 1990 Atty William Grace 479 Buckland Road South Windsor, CT 06074 Dear Atty Grace: RE: App. #88-97P- Coven Mountain Subdivision To confirm our phone call this morning, please be advised that the latest date for the filing of the mylar for the above referenced subdivision is April 28, 1990. At that time all the approval modifications will have to be satisfied and the mylar filed in the office of the Town Clerk to keep the approval valid. If you have any questions, please contact the Planning Department at 644-2511 . Thank you. Very Truly Yours, le, 42r— 1 Michele R. Lipe Assistant Planner/Analyst COVENIt- CONSTRUCTION � COMPANY, INC. i i Su.,u (jam & ZC"fl� March 26, 1990 ;'o n of South Windsor Att: Michele Lipe, Assistant Town Planner Sullivan Avenue South Windsor, CT 06074 RE: Coven Mountain Subdivision App. 88-79P Dear Michele: With regard to the reduction in the bond amount for the above subdivision, following are the values of items completed to date: Engineering $851000� Clearing & Grubbing 30,000. Erosion Control 15,000. Sanitary Sewer 20,000. Storm Sewer 15,000. Road Cuts 809000. $245,000. Yours truly, Vito Covensky President l C P.O. BOX 511 SOUTH WINDSOR, CONNECTICUT 06074 • (203) 644-3231 4./Memo from TOWN OF SOUTH WINDSOR TOWN HALL W- 7pp SOUTH WINDSOR, CONN.06074 TO DATE 3 Z S 9v L (),., e4g:- S U B J E C T. FOLD- vie ,� p(/.t/77�•tJ dG�.-�ea� 3!�l90 d� /xo v� �S 7'�W44994D&F-70 7-0 psi roe -��00*lj;?P&-s s 74 �p /AJ�Dp 1H7dA) By WILLIAm E. GRACE ATTORNEY AT LAW y 1740 ELLINGTON ROAD1 !!*w SOUTH WINDSOR,CONNECTICUT 06074 AAM (203)644-8857 FAX(203)644-7918 ®oo moo t April 27, 1990 Town of South Windsor PLANNING & ZONING COMMISSION 1540 Sullivan Avenue South Windsor, CT 06074 RE: Application No. 88-97P Coven Mountain Subdivision Dear Commissioners: We ask that the Commission waive the $25.00 per lot filing fee as the plans and all aspects are the same as approved by the Commission. Therefore, we would hope there would be no cost for review. It would seem that the Applicant would be required to submit a subdivision fee of $50.00. We will await your decision. Very truly your 40440W 9 i William E. Grace Attorney for Applicant WEG/att r; `l ;' y 1 4011 M it,C 019s ?A- 2� 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 f~osot-co � AREA CODE 203/644-2511 July 16, 1991 Attorney William E. Grace 1740 Ellington Road South Windsor, Ct 06074 Dear Attorney Grace: Re: Applicatkm #87-478 - C,ovm Mountain At the July 15, 1991 meeting, the South Windsor Inland Wetlands Agency/Conservation Commission approved a three year extension of Application #87-478 with all original and standard conditions. Application #8 7-4 78 becomes effective September 29, 1991 and expires on September 29, 1994. V ry tru yours, Phyllis Mann, Recording Secretary Inland Wetlands Agency/ Conservation Commission cc: Marcia A. Banach, Director of Planning Planning & Zoning Commission Jerry Iazzetta, Town Engineer Enclosure