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HomeMy WebLinkAboutZONE CHANGE TO AA30, RESUBDIVISION AND S <0 M S f,( TOWN OF SOUTH WINDSOR , CONNECTICUT PLANNING AND ZONING COMMISSION APPLICATION FORM So..Co"� Application No. : `�U-- '-7 Date Received : J Action/Public Hearing by: 131 Receipt No. : APPLICANT: � �LAel L� ADDRESS : ��Z "0 ee4 /P�� . �. �C1jAl a TELEPHONE OWNER OF RECORD ON LAND RECORDS : ADDRESS : COMPLETE LOCATION OF PROPERTY: e1v 1V L /,be 4<24'ez,40u4) eOA4 6SnE�&e 5Z— ��,GT" �1� . ZONE: NAME, ADDRESS , & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: TELEPHONE: &f y— �,3 THIS APPLICATION IS FOR : (Check one of the following) 1 . Zone Change to (Public Hearing required) . 2 . Subdivision . 3. Open Space Subdivision (Public Hearing required) . 4. Resubdivision (Public Hearing required) . S. Special Exception to Article A .5 (Public Hearing Required) . 6. Site Plan of Development. Earth Filling [Section 10] and/or Earth Removal [Section 9] (Public Hearing Required) . 8. General Plan of Development . 9. Regulation Amendment : Zoning Subdivision 10. Other (explain in detail) : CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE. THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY AND SUBMITTED IN TRIPLICATE WITH ALL MAPS AND DOCUMENTS REQUIRED ON ATTACHED CHECKLIST. Applic Owner PLANNING AND ZONING COMMISSION APPLICATION, CONT' D. TIME FRAMES AND PROCEDURES FOR SUBMITTING APPLICATIONS/PLANS 1 . All prospective applicants are urged to confer with Town Planning Department and Engineering Department staff prior to submission of any application to the Commission . 2. Plans are officially received only on the fourth Tuesday of each month at the Regular Meeting of the Planning & Zoning Commission (PZC) . 3 . Three ( 3) sets of blueprints are required on the second Tuesday of the month for review by the Town Planning and Engineering Departments . This deadline must be met if you want to ensure that your application is officially received by PZC. These plans must be submitted as complete plans -- which includes application plus all required information contained on checklist . No plans will be accepted at the counter if checklist is incomplete . It is the applicant ' s responsibility to ensure that all information required on the checklist is submitted in one package at the time of submission -- including landscaping plans , architectural elevations , traffic report , etc . Planning Department staff will not accept checklists with blank spaces , or with "by others" in any space. 4. Town staff will notify the applicant with any changes required to make the plans in complete compliance with our Zoning/Subdivision Regulations . 5. All changes requested must be made and new, complete blueprints must be submitted . At this time six sets of plans must be submitted . If a Public Hearing is required ( or optional but likely) then seven sets are required . 6. Planning Department/Engineering Department staff will review plans only once -- if the resubmissions are not complete/correct , the Town Planner ' s report will reflect that revisions were not made as requested . BURRILL RESUBDIVISION, ZONE CHANGE, INTERIOR LOT 1 . Application is for three seperate items; zone change of .99 ac. from RC to AA-30 zone (as shown on map 3) ; resubdivision of the parcel into four lots (lot #1 already exists) and special ecxception to Section 5 .5 for lot #5 as an interior house lot. 2. The zone change request is the result of a ZBA application where the applicant was requesting permission to access AA-30 zone thorugh the RC zone. At that time, the ZBA suggested the applicant apply to the P&Z for a zone change on that area to assure that it would remain a residential use. As it exists currently, the applicant has a parcel of AA-30 land which is inaccessible from Felt Road without going through a commercial zone. 3 . The second part of this application is for a resubdivision of 6 . 17 ac to create four lots . Proposed lots 2 and 3 have existing non-conforming houses on them. The applicant received several variances from ZBA for these two lots including: variance for lot #2 to allow a smaller lot than required with only 105' of frontage in the RC zone; allow the houses on both lots to remain as existing uses; to allow houses to be setback closer to the road. 4 . Lot 2 and 3 are serviced by an artesian well and have on- site sewage disposal systems . 5. Proposed lot #5 is the site which has the existing commercial development. It is serviced by public water and sewer presently in Oakland Road. There is a note stating that the buildings which face onto Oakland Road are existing non- conforming to the RC setback requirements. The building which backs up to Felt Road received a variance in 1985 for the setback. 6 . The proposed impervious coverage is 59 .9%; 60 % allowed. The proposed building coverage is 15%; 25% allowed. It appears that all other zoning requirements have been met for this proposed lot. There are 125 parking spaces shown on the plans . 7 . There is a buffer requirement between the AA-30 residential zone and the RC zone. The applicant has received ZBA approval for relief of the buffer on the residential side of the zone line. A note has been addded that the buffer required on Lot #5 is being met by the existing treed area on the site. The plans should show the 50 ft buffer line as well as the rear setback line. 8 . Proposed lot #4 is the only lot where any construction is proposed. The applicant is requesting special exception approval under Section 5 .5 of the zoning regulations for the creation of one interior lot. 9 . Proposed lot size is 77,498 sq ft; 60,000 sq ft is required (double the required zone) . The lot width is 270 ft; 225 ft required (1 1/2 times the required width in zone. ) There is a 55 ft piece of land which fronts on Felt Road and extends into the lot. A 12 ft driveway will be constructed and will have a turnaround adequate for emergency vehicles. The fire marshal has reviewed and approved the layout for the driveway. 10 . There are no regulated wetlands nor f loodplain on the site. Conservation approval will be required prior to the construction of the house on lot #4 . 11 . It appears that all the requirements for the interior lot have been met. 12 . The site will be serviced by public water and sewer. WPCA approval is required. Fred Shaw, Sup't of WPC states that an 8" sewer main within Felt Road should be used to service the site; and an as-built should be required. 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U7 ' 'T W n !1) 0 IN w ul C••4 p v W kD � W h . . . 0 . . • • F- C') h � �' *-4 10 W 4 � m kD 0 h la . . � [�� ■ . U� . . �.. ,^ti T+ C'• r+ ,-� C`4 C 4 Cy C') C') d' U7 m C') i� -t �+ U� W C'a '?� [') w 6 h --' -•t W U� 0 I w T T � � '-� � U� 0,� C� ' ,-a.•-4 C•a N C`I C'7 C') -t 't U7 U7 u) t1) W h h 00 co ,,� � 9-4 T4 w4 November 30, 1990 M E M O R A N D U M TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer RE: Burrill Resubdivision - 90-74P We have reviewed the drawing dated 11-9-90 and drainage calculations for the proposed Burrill Resubdivision and have the following comments: 1 . A walk thru the subject site has indicated that some trenches have been dug that do not appear on the drawing. Also a retaining wall and pool are in place and do not appear on the drawing. Please have applicant revise the existing contours to reflect actual conditions . 2. The Key Map should reflect the resubdivision of the Oakland Center Associates parcel and its subsequent sale. 3 . The street line should be indicated for both sides of Felt Road. Also new monumentation should be shown. 4 . A-2 certification must be made by Mr. Wilson M. Alford, Jr. if his stamp is to be utilized. Original stamp and signature required. 5 . Iron pins must be placed at all corners of newly created lots . 6 . The inlet and outlet pipes for the proposed detention basin are shown as 4" diameter and there is no indication as to their being self cleaning. With this area being forested, the likelihood of these pipes becoming clogged with leaves is great. The applicant needs to address this issue. Also it is suggested that the outlet pipe be placed at an invert higher than the inlet pipe to provide some positive detention. 7 . The grading for the detention basin is at 2:1 and the depth is over 61 . Safety necessitates that guard railing be provided along the inside of the turnaround and along the outside portion of the driveway that has the 2:1 slopes . 8 . Grading on the northeast side of the house is at 2:1. This should be reduced to a 4:1 maximum slope as per Town Standards . BURILL ZONE CHANGE AND RESUBDIVISION Planning Department Comments 1 . Zone Change map must be submitted in accordance with Section 11.2.3 of the Zoning Regulations. 2 . building lines on Lots 2, 3 and 5 must be shown in accordance with the Zoning Regulations 3 . buffer requirement per section 5.4 must be adressed for Lots 4 and 5 (or ZBA variance must be obtained) 4 . How much disturbance is proposed on Lot #4? If disturbance is over 20,000 square feet, conservation approval will be required prior to any activity taking place on the lot.` aPl° c-� Marcia A. Banach Re: Burrill Resubdivision - #90-74P Page 2 . 9 . Details are required for: riprap detention pond outlet, sanitary and storm pipe trenches and sanitary manhole. 10 . Fire hydrant exists opposite #74 and should be shown. 11 . Driveways for houses #74 and #82 should be shown. 12 . The existing swale in back of buildings 287-295 and 261-269 will now run from proposed lot #5 to lot 3, across lot 3 and E)`O ib back onto lot #5 . This swale should not be across more than one lot as it is private and responsibilities may get confusing. Also, this swale should be reworked as it does not contain all of the runoff - a good portion goes into the existing parking lot. 13 . The utility easements on lot 3 need to be defined with c bearings and distances . 14 . The letter from Alford Associates Inc. made part of this drawing is over two (2) years old. If it is to be a part of the record documents, it needs to be updated. L1� 15 . The proposed detention outlet does not provide any protection for the abutter. It is suggested that this outlet be piped to a point where it can be connected to the storm drainage ' , system on Route 30. S 16 . Felt Road is a very narrow road at the present time. Town vehicles such as snow plows and trash trucks will have a very difficult time serving the lots on Felt Road. The Street Services Division suggests a paved turn around area where the proposed driveway meets Felt Road. The Engineering Division also has concerns about the narrowness of Felt Road when viewed with the proposed activities in this area. We will be addressing this issue in separate memorandum. 17 . Drainage Computations a. What is the name of the preparer and also the firm's name? b. Computation (handwritten) for the detention basin does not indicate what year storm utilized, and how the "C after" was arrived at. C. Computations indicate "outlet 4110 pipe .t 50' @ 12% -a Drawing. Drawing indicates 57 '-4"4 solid PVC @ 7% . Which is correct? Marcia A. Banach Re: Burrill Resubdivision - #90-74P Page 3 . 18 Sanitary Sewer a. Existing 6" sanitary line along Felt Road - we require the following information: type of pipe, slope of pipe, list of what is connected to it, existing flows, estimated flow capacity, does the line end at the proposed manhole if not where it does. b. WPCA approval will be required. This existing 6" pipe will be within the Town ROW according to the proposed street line shown. If approval is granted, a 10, easement will be required along lots 1 thru 5 and any other property that may be affected. C. The sanitary sewer main in Oakland Street should be shown. d. Size and type pipe, slope, length and inverts should be shown for the proposed lateral on lot 4 . The Engineering Department cannot make a recommendation on this proposal until the above information and clarifications are received and reviewed. JCl/jsv cc: Michael J. Gantick, Director of Public Works December 3, 1990 M E M O R A N D U M TO: Marcia A. Banach, Director of Planni FROM: Jerry C. Iazzetta, Town Engineer RE: FELT ROAD Felt Road from Oakland Road south is a narrow roadway. With a proposed site plan and a proposed resubdivision along this road currently under review, we have some concerns as to the adequacy of Felt Road. In March of this year we reviewed the proposed Oakland Center resubdivision and commented "It is suggested that Felt Road be widened sufficiently to safely accommodate two way traffic from Oakland to the southwest corner of the properties" . This resubdivision was approved and the road remained unchanged as the widening was to be addressed when a site plan was submitted for the newly created parcel on Felt Road. We now have a site plan for review for this parcel - Atlas Oil Car Wash. The improvements to this "new" parcel are minor at this time. (Atlas Oil purchased this land and added it to the parcel the gas station is on. ) It is still a possibility that the remainder of this property will be developed at a later date. The resubdivision of the Burrill Property on Felt Road to create a total of four (4) lots with access onto Felt Road presents an additional load on this "narrow" roadway. As it exists today Felt Road presents a problem for trash and snow removal vehicles. The road needs to be widened and a "turnaround" provided for Town vehicles. It is felt that the developers making added use of this roadway should bear the cost of the upgrade. We realize that the two proposals referred to earlier seem to be "minor" at the present time, however, the need for improvements on Felt Road seems to be overdue. If I can be of assistance in this matter by appearing before the Commission, I will be more than happy to attend. JCl/jsv cc: Michael J. Gantick, Director of Public Works 07je Saa& 7()46a� C � 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 �osoR-cod AREA CODE 203/644-2511 December 4, 1990 Mrs . Elizabeth Burrill 82 Felt Road South Windsor, CT 06074 Dear Mrs . Burrill: Re: App. #90-74P Elizabeth Burrill Zone Change, Resubdivision and Special Exception to 5.5 for an Interior Lot Attached is a copy of comments from the Planning Department and Engineering Department 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: Jerry Iazzetta, Town Engineer A ,�Nst4 t G r T_a ap Sou& ?d&U&Ot e � a 4 b� 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 AREA CODE 203/644-2511 TO BE PUBLISHED IN THE JOURNAL INQUIRER THURSDAY, DE'CEMBER 6, 1990 THURSDAY, DECEMBER 13, 1990 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 Commission on Tuesday, December 18, 1990 at 8:00 P.M. in the Council Chambers of the South Windsor Town Hall to consider the following: 1. Appl. #90-48P, Burrill Resubdivision for a zone change from RC to AA-30, a 4 lot Resubdivision and Special Exception to Article 5.5 for the creation of an interior lot on property located on the easterly side of Felt Road between Deming Street and Oakland Road, RC and AA-30 Zone. (Postponed hearing-to be rescheduled) 2. Proposed amendments to the Designed Residence Zone. Copi s of the applications 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 recomm ndations will be received. PLANNING AND ZONING COMMISSION Louise C. Evans, Chairman Bernard Hart, Secretary �AowM at+<� y ~ 0-p saum ?d&&.4at O � 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 sOR• a� AREA CODE 203/644-2511 Fax.# - 203/644-3781 FACSIMILE MESSAGE TRANSMITTAL FORM Date: i 2jq 9a PLEASE DELIVER THE FOLLOWING PAGES TO: NAME: A 4,,,k A5 So �m kS IIJ ADDRESS:- 6,0 p 1 eo),n 11 f2al �l l�1�l S v✓ t G I FAX. # MESSAGE FROM: NAME: ��C�e �. Lr� A 55 h",e r i4h ADDRESS:- l 6 4o SL) I l i ✓Q n Ayt . MESSAGE J3 )l Q S -ruJC�n W►� �/oJ . - --�'NUMBER OF PAGES TO FOLLOW: '4 i =.�,�� . ��•"=�;q.6x.�'q,- ":,�.a ., ._ J - :�y`. t Y.,.4.TA yt '"x a.n�{w."'°''''•ty��`" - ''fa;r.1'�5:,_y .� ,...'.t • ,�'c$`:.��;. r.5; ''.?,? _�i.^�'' . ' ., ':`°�,�'!4M1. �, •�,"' �� '7 � �:\ �.,'•!fir 1�'.•,d='�Y` �'°�, ,-c-"��d.'"3'..lr` _ _a -. �. �•,... "� _ ,.`�^.i r�mAk? .1i�,{` '{'�j ._ �`+ -�" "; ' PLANKING D$PAR IN-HOUSE RgFffitRAL FORM TO: Jean Zurbrigen, Karl Reichle, Mike Gantick, M 1 Stead, Fred Shaw, Thomas Hart, Fire Marshall Lanning, Jim Snow FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have received plans for the following project:#�iAA/t4j Lc' (� Zone-AL30 Acreage Subdivision_ Site Plan Residential No. of Lots/units Commercial Industrial Location: Project 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 Please let me know b I2_111 y_ 9 U if you will have comments on this application so that I can follow up with your partme when I do a Planning Department report. PLANNING DEPARTMM IN-HOUSE REFERRAL FORK TO: Jean Zurbri en, Karl Reichle, Mike Gantick, Mel Stead, Fred S aw Thomas Hart, Fire Marshall Lanning, now FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have received plans for the following project:# v- Zone-AA-30 Acreage 10 • �� a-t� Subdivision__y Site Plan Residential No. of Lots/units `1 Commercial Industrial Location: ,S Project Description: Svha,� Future Town-owned property involveU d? Yes No, (a)new streets (existing frontage also) (b)new open space/recreation area active passive (c)new detention area Planning Department comments Please let me know by 12- if you will have �v comments on this application so that I can follow up with your ` department when I do a Planning Department report. �-'�J.S 14 vt� --+^-•. .c,0. ou �'�'c [(Q�.w� �e�ern,6� ia, �99a �WA-) O c �t�7N lc�hdso� ACwkx),(, juDEC 9 011,7d,5-oklo LT 066-7V 90 hanai SOUth Windsor ag A Zoning Commi SSION 9 , R n d SPea/R L z Xxe v Ti o z To Fob 4 4 l004R/d i4,pliecuRTe- Vau.Z 9ZA47PL� "7 my �)eceln 6 ee i8, 1996 .4 yeA_)da .4 - -0 InR,-e- -Tke /le�ess ia�.LS ves�+d y 9 IA-1 LA YOU-J- 0--r. a 00 r 7-a 01 �• o � C V 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 ��4soe•co�'� AREA CODE 203/644-2511 December 28, 1990 Mrs . Elizabeth C. Burrill 82 Felt Road South Windsor, CT 06074 Dear Mrs . Burrill: re: Appl. #90-74P, Burrill zone change from RC to AA-30, a 4 lot Resubdivision and Special Exception to Article 5 .5 for the creation of an interior lot on property located on the easterly side of Felt Road between Deming Street and Oakland Road, RC and AA-30 Zone. Please be advised that the public hearing in the above matter has been scheduled for Tuesday, January 15, 1991, 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, January 4, 1991. One sign should be placed on the easterly side of Felt Road and another on the southerly side of Oakland Road. Signs can be purchased in the Town Hall for $5.00 each. Very truly yours, PLANNING AND ZONING COMMISSION Louise C. Evans lit) Chairman cc: Applicant Engineer M. Banach, Dir. of Planning Tiawn o-P slo� e Jim 4( �v 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 R-co� AREA CODE 203/644-2511 TO BE PUBLISHED IN THE JOURNAL INQUIRER THURSDAY, JANUARY 3, 1991 THURSDAY, JANUARY 10, 1991 REVISED 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 Commission on Tuesday, January 15, 1991 at 8:00 P.M. in the Council Chambers of the South Windsor Town Hall to consider the following: 1. Appl. #90-77P, Manchester I-84 Associates, for a 21-lot Subdivision to be known as Pond Estates at Red Rock, located on the southerly side of Deming Street and westerly side of Slater Street, AA-30 zone. 2. Appl. 190-74P, Elizabeth Burrill, for a zone change from RC to AA-30, a 4 lot Resubdivision and Special Exception to Article 5.5 for the creation of an interior lot on property located on the easterly side of Felt Road between Deming Street and Oakland Road, RC and AA-30 Zone. (Postponed hearing-to be rescheduled) Copies of the applications 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 Louise Evans, Chairman Bernard Hart, Secretary J AZ ce r Tio ap Sau� `'W • e � �v 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 AREA CODE 203/644-2511 January 8, 1991 Mrs . Elizabeth C. Burrill 82 Felt Road South Windsor, CT 06074 Re: Resubdivision 261-297 Oakland Road South Windsor, CT Dear Mrs . Burrill: In regard to the above referenced resubdivision, the resulting lots do not front on a Town sanitary sewer, and therefore, connection to the sewers would not be a town requirement. However, when these lots are subsequently developed, and before issuance of a building permit, plans for either a subsurface disposal system, or a gravity sanitary sewerage system must be submitted to the Town for review and approval in accordance with appropriate Town regulations and standards . If you have any further questions, please feel free to contact this office. Very truly yours, C. Fred Shaw, Ass't. Director Public Works/Pollution Control CFS/jsv cc: Marcia A. Banach, Director of Planning ✓ Jerry C. Iazzetta, Town Engineer �� wN jt,<� r Tio o-Ps �- C � U s v 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 �`�tiosoR.co���' AREA CODE 203/644-2511 February 7, 1991 Mrs . Elizabeth C. Burrill 82 Felt Road South Windsor, CT 06074 Dear Mrs. Burrill: re: Appl. #90-74P, Burrill zone change from RC to AA-301 a 4 lot Resubdivision and Special Exception to Article 5.5 for the creation of an interior lot on property located on the easterly side of Felt Road between Deming Street and Oakland Road, RC and AA-30 Zone. Please be advised that the public hearing in the above matter has been scheduled for Tuesday, February 26, 1991, 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, February 14, 1991. One sign should be placed on the easterly side of Felt Road and another on the southerly side of Oakland Road. Signs can be purchased in the Town Hall for $5 .00 each. Very truly yours, PLANNING AND ZONING COMMISSION l �. cf-t� Louise C. Evans Chairman cc: ''applicant Engineer M. Banach, Dir. of Planning i®rlazion ■ WILSON M.ALFORD,SR.,P.E.&L.S. ENGINEERS SURVEYORS PLANNERS ■ WILSON M.ALFORD,JR.,P.E.&L.S. ") 200 PIGEON HILL ROAD ■ P.O. BOX 484 ■ WINDSOR ■ CT 06095 ■ PHONE (203) 688-7288 ■ FAX (203) 688-3485 DETENTION BASIN CALCULATIONS PROPERTY OF ELIZABETH C. BURRILL FELT ROAD, SOUTH WINDSOR, CT. LOT 4 FEBRUARY 14, 1991 Q g1 19 19 ds0< S�pn outs�va V Urn clb o -T Gfr _ � 7 ►•�,►hale ti r / Ccc S 0 4 S �t.w. .�, EL 7 411 N4 Yso= s. 3. 4w NJ Q'k 6 t o.51 V vim �rc _ �, O r • elm) - 40 •O� : �. A:t 41 0.4 I /7Crtb)-t- L- 74 J Z 7 C S- 4rzi I_rnz�,Cssa--�, o Vill Ax 0 � V%or s��• a� � RICHARD BURRILL FELT ROAD-SOUTH WINDSOR FEBRUARY 14, 1991 DETENTION BASIN HEAD IN FEET ABOVE FLOW LINE ELEV FLOW LINE OUT 176.00 FLOW OUT IN CFS 4 INCH PIPE HEAD FLOW OUT ELEV. AREA OF CONTOUR VOLUME BELOW CONTO 0.00 0.00 172.00 314.00 0.00 1 .00 0.43 174.00 616.00 913 2.00 0.61 175.00 804.00 1621 3.00 0.75 176.00 1018.00 2530 4.00 0.87 177.00 1520.00 3791 6.50 6.00 178.00 1810.00 5454 YEAR INTENSITY MAX IN MAX OUT MAX EL. DRAINAGE AREA= 0.59 50 6.5 1 .73 0.57 177.80 RUNOFF COEFF= 0.45 25 5.0 1.33 0.47 177.20 TIME OF CONCENTRAT 9.00 10 3.0 0.80 0.34 176.80 INTENSITY= 6.50 5 2.6 0.69 0.26 176.60 ANALYSIS FOR 50 YEAR STORM 2 2.0 0.53 0. 17 176.40 PEAK FLOW IN= 1 .7 INTENSITY 6.50 50 YEAR STORM TOTAL TOTAL WATER TIME Q IN IN OUT STORAGE HEAD Q OUT ELEV 0.00 0.00 0.00 0 9 0.0 0.0 176.0 1 .80 0.3 19 0 19 0.0 0.0 176.0 3.60 0.7 75 0 75 0.0 0.0 176.0 5.40 1 .0 168 0 168 0.2 0. 1 176.2 7.20 1 .4 298 9 289 0.6 0.3 176.6 9.00 1 .7 466 37 429 0.8 0.3 176.8 10.80 1 .5 641 74 567 1.2 0.5 177.2 12.60 1.3 795 125 670 1 .4 0.5 177.4 14.40 1. 1 926 179 748 1.6 0.5 177.6 16.20 0.9 1036 237 799 1 .6 0.5 177.6 18.00 0.7 1124 295 829 1 .8 0.6 177.8 19.80 0.5 1190 357 833 1.8 0.6 177.8 21 .60 0.3 1234 419 815 1 .6 0.5 177.6 23.40 0. 1 1256 477 778 1 .6 0.5 177.6 25.20 0.0 1261 535 726 1.4 0.5 177.4 27.00 0.0 1261 589 672 1.4 0.5 177.4 28.80 0.00 1261 644 617 1.2 0.5 177.2 30.60 0.00 1261 694 567 1 .2 0.5 177.2 32.40 0.00 1261 744 517 1 .0 0.4 177.0 34.20 0.00 1261 791 470 1.0 0.4 177.0 36.00 0.00 1261 837 424 0.8 0.3 176.8 37.80 0.00 1261 874 387 0.8 0.3 176.8 39.60 0.00 1261 912 350 0.6 0.3 176.6 41 .40 0.00 1261 939 322 0.6 0.3 176.6 43.20 0.00 1261 967 294 0.6 0.3 176.6 45.00 0.00 1261 995 266 0.4 0.2 176.4 46.80 0.00 1261 1014 247 0.4 0.2 176.4 48.60 0.00 1261 1032 229 0.4 0.2 176.4 50.40 0.00 1261 1051 210 0.4 0.2 176.4 52.20 0.00 1261 1069 192 0.4 0.2 176.4 ' 54.00 0.00 1261 1088 173 0.2 0. 1 176.2 55.80 0.00 1261 1097 164 0.2 0. 1 176.2 .� . 57.60 0.00 1261 1107 155 0.2 0. 1 176.2 59.40 0.00 1261 1116 145 0.2 0.1 176.2 61 .20 0.00 1261 1125 136 0.2 0.1 176.2 SHEET 3 C)F; 4 INTENSITY 3.00 10 YEAR STORM TOTAL TOTAL WATER TIME Q IN IN OUT STORAGE HEAD Q OUT ELEV 0.00 0.0 0.00 0 4 0.0 0.0 176.0 1 .80 0.2 9 0 9 0.0 0.0 176.0 3.60 0.3 34 0 34 0.0 0.0 176.0 5.40 0.5 77 0 77 0.0 0.0 176.0 7.20 0.6 138 0 138 0.2 0. 1 176.2 9.00 0.8 215 9 206 0.4 0.2 176.4 10.80 0.7 296 28 268 0.4 0.2 176.4 12.60 0.6 367 46 320 0.6 0.3 176.6 14.40 0.5 428 74 353 0.6 0.3 176.6 16.20 0.4 478 102 376 0.8 0.3 176.8 18.00 0.3 519 139 379 0.8 0.3 176.8 19.80 0.2 549 176 373 0.8 0.3 176.8 21 .60 0. 1 569 214 356 0.6 0.3 176.6 23.40 0.0 580 241 338 0.6 0.3 176.6 25.20 0.0 582 269 313 0.6 0.3 176.6 27.00 0.0 582 297 285 0.6 0.3 176.6 28.80 0.0 582 325 257 0.4 0.2 176.4 30.60 0.0 582 344 238 0.4 0.2 176.4 32.40 0.0 582 362 220 0.4 0.2 176.4 34.20 0.0 582 381 201 0.4 0.2 176.4 36.00 0.0 582 399 183 0.4 0.2 176.4 37.80 0.0 582 418 164 0.2 0. 1 176.2 39.60 0.0 582 427 155 0.2 0. 1 176.2 41 .40 0.0 582 437 146 0.2 0. 1 176.2 43.20 0.0 582 446 136 0.2 0. 1 176.2 45.00 0.0 582 455 127 0.2 0. 1 176.2 46.80 0.0 582 464 118 0.2 0. 1 176.2 48.60 0.0 582 474 108 0.2 0. 1 176.2 50.40 0.0 582 483 99 0.2 0. 1 176.2 52.20 0.0 582 492 90 0.0 0.0 176.0 54.00 0.0 582 492 90 0.0 0.0 176.0 55.80 0.0 582 492 90 0.0 0.0 176.0 57.60 0.0 582 492 90 0.0 0.0 176.0 59.40 0.0 582 492 90 0.0 0.0 176.0 61 .20 0.0 582 492 90 0.0 0.0 176.0 INTENSITY 2.00 2 YEAR STORM TOTAL TOTAL WATER TIME Q IN IN OUT STORAGE HEAD Q OUT ELEV 0.00 0.0 0.00 0 3 0.0 0.0 176.0 1.80 0. 1 6 0 6 0.0 0.0 176.0 3.60 0.2 23 0 23 0.0 0.0 176.0 5.40 0.3 52 0 52 0.0 0.0 176.0 7.20 0.4 92 0 92 0.2 0. 1 176.2 9.00 0.5 143 9 134 0.2 0. 1 176.2 10.80 0.5 197 19 179 0.2 0. 1 176.2 12.60 0.4 245 28 217 0.4 0.2 176.4 14.40 0.3 285 46 239 0.4 0.2 176.4 • 16.20 0.3 319 65 254 0.4 0.2 176.4 18.00 0.2 346 84 262 0.4 0.2 176.4 19.80 0.2 366 102 264 0.4 0.2 176.4 ! 21.60 0. 1 380 121 259 0.4 0.2 176.4 23.40 0.0 386 139 247 0.4 0.2 176.4l 25.20 0.0 388 158 230 0.4 0.2 176.4 27.00 0.0 388 176 212 0.4 0.2 176.4 28.80 0.0 388 195 193 0.4 0.2 176.4 S H EE-r R 30.60 0.0 388 214 174 0.2 0. 1 176.2 32.40 0.0 388 223 165 0.2 0. 1 176.2 34.20 0.0 388 232 156 0.2 0. 1 176.2 36.00 0.0 388 241 147 0.2 0. 1 176.2 37.80 0.0 388 251 137 0.2 0. 1 176.2 39.60 0.0 388 260 128 0.2 0. 1 176.2 41.40 0.0 388 269 119 0.2 0. 1 176.2 43.20 0.0 388 279 109 0.2 0. 1 176.2 45.00 0.0 388 288 100 0.2 0. 1 176.2 46.80 0.0 388 297 91 0.0 0.0 176.0 48.60 0.0 388 297 91 0.0 0.0 176.0 50.40 0.0 388 297 91 0.0 0.0 176.0 52.20 0.0 388 297 91 0.0 0.0 176.0 54.00 0.0 388 297 91 0.0 0.0 176.0 55.80 0.0 388 297 91 0.0 0.0 176.0 57.60 0.0 388 297 91 0.0 0.0 176.0 59.40 0.0 388 297 91 0.0 0.0 176.0 61 .20 0.0 388 297 91 0.0 0.0 176.0 • v S HE ET ,SOF5 • WILSON M.ALFORD,SR.,P.E.&L.S. ' ENGINEERS m SURVEYORS PLANNERS ■ WILSON M.ALFORD,JR.,P.E.&L.S. 200 PIGEON HILL ROAD ■ P.O. BOX 484 ■ WINDSOR ■ CT 06095 ■ PHONE (203) 688-7288 ■ FAX (203) 688-3485 LIST OF PROPERTY OWNERS WITHIN 500 FEET OF PROPOSED ZONE CHANGE PROPERTY OF ELIZABETH C. BURRILL SITE - FELT ROAD, SOUTH WINDSOR, CONNECTICUT FEBRUARY 14, 1991 PARCEL OWNER MAILING ADDRESS* 1 DENNIS J . SULLIVAN III 56 FELT ROAD SITE & 21 ELIZABETH C. BURRILL 82 FELT ROAD 3 , 4 & 5 6 KENNETH K. , JR. & 313 OAKLAND ROAD IRIS M. KAISER 7 KEVIN E. WARD 325 OAKLAND ROAD 8 MORRIS M. & GLADYS 339 OAKLAND ROAD LANIER 9 PETER G. BRAZDZIONIS 351 OAKLAND ROAD 10 MARIO & ERIKA CICERO 358 DEMING STREET 11 CALVARY CHURCH OF THE 647 EAST MIDDLE TURNPIKE ASSEMBLIES MANCHESTER, CT. 06040 12 JOHN & DONALD DZEN 245 NIEDERWERFIER ROAD 13 & 14 OAKLAND CENTER 289 OAKLAND AVENUE ASSOCIATES 15 IRWIN B. SINGER c/o ATLAS OIL CO. P.O. BOX 8287 EAST HARTFORD, CT. 06108 PARCEL OWNER MAILING ADDRESS 16 LEONARD FEDERER 257 CENTRAL PARK WEST APT. 3E NEW YORK, NEW YORK 10024 17 ANTHONY R. DELNICKI 130 FELT ROAD ESTATE P.O. BOX 1014 18 LOIS H. PETERSEN 440 DEMING STREET * ALL ADDRESSES REFER TO THE TOWN OF SOUTH WINDSOR, CT. 060743 UNLESS OTHERWISE NOTED. • WILSON M.ALFORD,SR.,P.E.&L.S. IENGINEERS m SURVEYORS a PLANNERS ■ WILSON M.ALFORD,JR.,P.E.&L.S. 200 PIGEON HILL ROAD ■ P.O. BOX 484 ■ WINDSOR ■ CT 06095 ■ PHONE (203) 688-7288 ■ FAX (203) 688-3485 CALCULATIONS FOR EXISTING SANITARY SEWER IN FELT ROAD SOUTH WINDSOR, CT. FEBRUARY 14, 1991 EXPECTED LOAD 4 HOUSES X 3 BEDROOMS X 2 PEOPLE X 75 GALLONS/DAY ---------- -------- -------------- = 1800 GALLONS/ HOUSE BEDROOM PERSON DAY PEAKING FACTOR = 4 MAXIMUM EXPECTED FLOW 1800 GALLONS/DAY X 4 = 7200 GALLONS/DAY CAPACITY OF 6"0 PIPE IN FELT ROAD TAKEN FROM CHART 3107000 GALLONS/DAY % CAPACITY OF PIPE 7200 GALLONS/DAY _ 310,000 GALLONS/DAY = 2. 32 % ^)r .;ARAC I rY OF E X 15r/AI G U 6PM MV 56W C 2. -P1P& W FEV kOA9 1,500 2,400 0.004 0.5 0.4 -2,000 0.3 0.005 1,000 -- 1,500 0.6 - 0.006 0.2 800 0.007 600 1'000 0.008 0.7 500 800 0.009 0.1 0.01 0.8 0.08 400 -600 300 500 0'9 0.06 0.05 • 400 1.0 .0.04 20 200 -300 0 02 0.03 C4 °' - a • 15 v 0.02 -200 II v U- 0.03 100 .�Cu , 80 -- 10 0.04 1.5 = 0.01 - 9 a N 0.008 60 --100 96 8 n o 0.10 0.05 -0.006 50 -_ 80 84 7 C 0.01 rn 0.005 0.06 40 _ 60 72 6 a 0.06 2 c 0.004 -n - 50 E c., 0.05 0.07 LU 30 - 0 60 `°5 0.04 0•08 0.003 - 40 a v 54 0 0.03 0.09 'b 0.1 q 0.002 c '42 4 0.02 0/ 20 3 Loo 0.015 3 N a• 30 S. 33 `Q��` ri,s 0.010 0.001 ,� N a 0.0008 E 10 0 2 7 T� 0.008 0.2 0.0006 .S 8 c av 24 c•� _.E 0.006 0.0005 - 10 E 21 ` 4 0.0004 .c 5 -_ 8 s o 18 0.3 0.0003 Ul u 01 p 4 6 0 15 v 0.4 5 0.0002 5 ^ 3 12 0.5 to 4 6 2 3 10- // 0.6 0.0001 0.7 0.00008 - 8 0.8 7 2 % 0.9 0.00006 1.0 8 0.00005 1.0 - 6; 0.00004 0.8 - 9 0.00003 0.6 - 1.0 4 c 10 0.00002 0.5 0.8 ti 2 0.4 - 0.6 t 0.3 0.5 � 0.00001 0.4 -6 3-- 0.000008 15 0.000006 • 0.2 - 0.3 0.000005 v 4 0.13 0.2 5 18 0.000004 Alignment chart for energy loss in pipes, for Manning's formula. ., Note: Use chart for flow computations, Hr,=S w" �4 C � r1 � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 ��osoe•co�'`� AREA CODE 203/644-2511 TO BE PUBLISHED IN THE JOURNAL INQUIRER THURSDAY, FEBRUARY 14, 1991 THURSDAY, FEBRUARY 21, 1991 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 Commission on Tuesday, February 26, 1991 at 8:00 P.M. in the Council Chambers of the South Windsor Town Hall to consider the following: 1. Appl. 190-60P, Dart Hill Estates Phase II, for a Resubdivision of 271 ac. to create 29 lots, located on the southeasterly side of Ellington Road, th easterly side of Niederwerfer Road, the northerly side of Dart Hill Road, westerly side of Lawrence Road, RR open space zone. 2. Appl. 190-74P, Elizabeth Burrill, for a zone change from RC to AA-30, a 4 lot Resubdivision and Special Exception to Article 5.5 for the creation of an interior lot on property located on the easterly side of Felt Road between Deming Street and Oakland Road, RC and AA-30 Zone. Copies of the applications 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 Louise Evans, Chairman Bernard Hart, Secretary February 25, 1991 M E M O R A N D U M TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer. RE: Burrill Resubdivision #90-47P We have reviewed the revised drawings dated 2-14-91 for the proposed Burrill Resubdivision and have the following comments: 1 . The A-2 certification shown on sheet 1 must be for the entire re-subdivision not just "For Lot Line Between Lots 4 & 511 . 2 . Monumentation should be done as part of the re-subdivision rather than "at time of construction on lot 411 . 3. Guard rail must be placed completely around 'detention basin. Guard rail should also be placed around tg outside of the circular drive (see attached sketch) . 4 . The detention basin outlet should be relocated northerly to prevent possible runoff onto adjacent property. 5 . Detail of the detention basin outlet riprap should be adjusted to create an "energy dissipater" by providing a "ponding area" or spoon shaped area similar to attached detail. 6 . The street turnaround requested in my memo of November 20, 1990 has not been addressed. In that memo we stated "Felt Road is a very narrow road at the present time. Town vehicles such as snow plows and trash trucks will have a very difficult time serving the lots on Felt Road. The Street Services Division suggests a paved turn around area where the proposed driveway meets Felt Road. The Engineering Division also has concerns about the narrowness of Felt Road when viewed with the proposed activities in this area. We will be addressing this issue in separate memorandum" . 7 . The sanitary and storm trench details are not in accordance with Town standards. (see attached) Also detail for Sanitary Manhole required. 8. The calculations for the existing sanitary sewer are not as requested in the November 20, 1990 memo. Mr. Fred Shaw, Supt. of Pollution Control, requires the information requested in that memo be supplied. 9 . W.P.C.A. approval will be required. cc: Michael J. Gantick, Director of Public Works C. Fred Shaw, Supt. of Pollution Control M E M O R A N D U M April 11, 1991 TO: Michele Lipe, Assistant Planner RE: SANITARY SEWER - FELT ROAD ELIZABETH C. BURRILL PROJECT In regard to the above referenced project, W.P.C.A. approval will be a requirement. Additionally, I have the following concerns: 1 . W.P.C.A. approval was never obtained for the construction of this sewer lateral. 2 . The Town has no as-builts for existing six-inch lateral. 3 . There has never been a Drain Layer's Permit completed for said installation. 4 . The lower section of this sewer lateral has a slope insufficient to maintain minimum self-cleansing velocities . It does not conform to Town sewer standards . 5 . Clean-outs should be required at intervals of no greater length than 300 feet. 6 . Community System requirements of PA-81-331 and appropriately executed assessment agreements . The above concerns do not present insurmountable problems; however, the owner must necessarily provide a redesign and modification of the existing sewer lateral to provide the minimum slope (a slope providing for minimum flow velocities of 2 .5 f .p.s . ) consistent with Town standards. And, the owner must provide the legal and financial documents as adequate evidence that the requirements of PA 81-331 can be satisfied and that proper easements have been completed. le 1� /flw� C. F. Shaw Ass 't. Director of Public Works CFS:bmr April 19, 1991 M E M O R A N D U M TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer RE: Burrill Resubdivision #90-47P We have reviewed the revised drawings dat d -21-91 for the proposed Burrill Resubdivision and have the following comments: �'. The A-2 certification shown on sheet 1 must be for the entire re-subdivision not just "For Lot Line Between Lots 4 & 5" . This is not a correct application without this A-2 Certification. ft The detention basin outlet should be relocated northerly to prevent possible runoff onto adjacent property. 3 . The street turnaround requested in my memo of November 20, 1990 has not been addressed. In that memo we stated "Felt Road is a very narrow road at the present time. Town vehicles such as snow plows and trash trucks will have a very difficult time serving the lots on Felt Road. The Street Services Division suggests a paved turn around area where the proposed driveway meets Felt Road. The Engineering Division also has concerns about the narrowness of Felt Road when viewed with the proposed activities in this area. We will be addressing this issue in separate memorandum" . 4. Detail for Sanitary Manhole required. 5 . Mr. Fred Shaw, Supt. of Pollution Control, will address sanitary sewer issue in a separate memo. Utility easements should indicate the names of the utility companies who will be granted easements . cc: Michael J. Gantick, Director of Public Works owN T-au� aPs � s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 r��soR.CO AREA CODE 203/644-2511 April 25, 91 CERTIFIED MAIL Mrs . Elizabeth C. Burrill 82 Felt Road South Windsor, CT 06074 Dear Mrs . Burrill: Re: Appl . #90-74P, Burrill Zone Change, Resubdivision and Special Exception to Section 5 .5 of the Zoning Regulations We are pleased to advise that the Planning and Zoning Commission voted at its April 23, 1991 meeting to approve, with modifications, the above-referenced application for a zone change, resubdivision and special exception to Section 5 .5 of the Zoning Regulations for an interior lot. This approval is based on plans prepared by Alford Associates, Inc. , dated August 12, 1985, revised August 1988, October 1988, December 1988, June 1989, August 1989, June 1990, February 14, 1991, and March 21, 1991 . 1 . This approval is for 4 lots, numbered 2, 3, 4, 5. 2. Drainage for this subdivision is subject to the approval of the Town Engineer. 3 . 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. 4 . Water shall be supplied to this subdivision by the Connecticut Water Company. 5 . 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 . 6 . This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission for the conservation plan on Lot #4 . 7 . Prior to commencement of any site work, a meeting must be held with Town Staff . 8 . All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. Mrs . Elizabeth C. Burrill Page Two April 25, 1991 Application #90-74P 9 . All easements for conservation purposes, drainage or utilities, that may be required in connection with the approval of this subdivision, must be submitted on standard Town easement form where appropriate, to this Commission prior to filing the mylars and issuance of building permits . All deeds for open space, public improvements and roadways must be submitted prior to request for Town acceptance; all deeds must be in accordance with the policy for accepting deeds and must be approved by the Engineering Department and Town Attorney. 10 . 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. 11 . If, for any reason, finished grading and other individual lot 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. 12 . A drainage assessment fee in the amount of $200 . 00 shall be submitted to this Commission. 13 . 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. 14 . Provide a redesign and modification of the existing sewer lateral to provide the minimum slope (a slope providing for minimum flow velocities of 25 f .p.s. ) consistent with Town Standards . 15 . Owner must provide the legal and financial documents as adequate evidence that the requirements of PA 81-331 can be satisfied and that proper easements have been completed. 16 . The A-2 certification shown on Sheet 1 must be for the entire resubdivision not just "For Lot Line Between Lots 4 & 5" . Mrs . Elizabeth C. Burrill Page Three April 25, 1991 Application #90-74P 17 . The detention basin outlet should be relocated northerly to prevent possible runoff onto adjacent property. 18 . Detail for Sanitary Manhole required. 19 . Utility easements should indicate the names of the Utility Companies who will be granted easements . 20 . Applicant shall deed to the Town of South Windsor right-of-way on the east side of Felt Road sufficient to allow future construction of a cul-de-sac which meets Town specifications (55 , radius) . The right-of-way shall be located as close as possible to the existing end of pavement. Black and white transparent mylars of Sheet #1 with the above modifications, together with three blueprint copies of the entire set of plans, must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars . After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk within 90 days of the date of approval. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, PLANNING AND ZONING COMMISSION � l Louise C. 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. I-anning, Fire Marshal SENDER: Complete items 1 and 2 when additional services are desired, and complete items 3 and 4. Put your address in the"RETURN TO" Space on the reverse side. Failure to do this will prevent this card from being returned to you.The return race' t fee will provide you the name of the erson delivered to and he date of deliver . For ad itiona fees the following services are available. onsu t postmaster forFee-is and check ox es or additional service(s)requested. 1. ❑ Show to whom delivered, date, and addressee's address. 2. ❑ Restricted Deliv ry (Extra charge) (Extra charge) 3. Article Addressed to: 4. Article Number P 094 595 332 MRS EL I ZABETH C BURRI L L Type of Service: 82 FELT ROAD ❑ Registered ❑ Insured SOUTH WINDSOR CT 06074 Qcertified ❑ COD Express Mail ❑Return R ceipt b for Merchandi in signature of addressee -or agen TE DELIVERED. 5. Signature — Addressee, a Address (ONLY if XMrste fee paid) 6. Si ture —A p('a• ' 7. a e of Deli _.�. PS Form 381 T,Apr. 198� * toes-zse-ets DOMESTIC RETURN RECEIPT UNITED STATES POSTAL SERVICE OFFICIAL BUSINESS SENDER INSTRUCTIONS Print your name,address and ZIP Code in the space below. • Compl to items 1,2,3,and 4 on the U.revers . � • Attach to front of article if space permits, otherwise affix to back of article. PENALTY FOR PRIVATE • Endors article "Return Receipt USE, $300 Request d"adjacent to number. RETURN Print Sender's name, address, and ZIP Code in the space below. TO J* P & Z TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 90-74P AL 23 1991 Sc>ut-h Windsor �o cow TZIWAIIA16 ACb ZOA.fI V6 APAL e,,9U —794 i t�)OVLD ,,-V 90 DO &1-27,W.510 A/ ,4®R �,4,96,rlv (2, l3e)AV.ZZ— �to+M st,4'( ceO-P S LW. 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 v �iyosoR co��,� AREA CODE 203/644-2511 July 25, 1991 Mrs . Elizabeth C. Burrill 82 Felt Road South Windsor, CT 06074 Dear Mrs . Burrill: Re: Appl . #90-74P, Burrill Zone Change, Resubdivision and Special Exception to Section 5 .5 of the Zoning Regulations Please be advised that the Planning & Zoning Commission voted on July 23, 1991 to accept your request for a 90 day extension to filing of the required mylars . This extends the filing date to October 20, 1991 . If you should have any questions, please contact the Planning Department at the Town Hall . Very Truly Yours, Planning & Zoning Commission 04.,01 C' wu rr►� � Louise C. Evans • Sa'n 01 17(I= A)�. 2�09sa-rv/p? 'ate fy r*f l /vo/s.5/4VZ4/V qfyl()A� (,7(ybl Nid1S51WW()J:MOiLVlklRWQCi) ���j� �/ O��O��D✓ lAON39M Sartvu3M cwvi t. aospu►M 41.no.S February 20, 1992 M E M O R A N D U M TO: Marcia A. Banach, Director of Plann' eg FROM: Jerry C. Iazzetta, Town Engineer RE: Burrill Resubdivision #90-74P & R d Mfied As requested, we have reviewed the deeds, and easement documents for the Burrill Resubdivision and Ridgefield I and have the following comments: Burrill 1 . Approval condition #20 indicated that the applicant shall deed to the Town a Right of Way for a future cul-de-sac. The document- submitted for our review is confusing. The document is titled "Right of Way and Easement" , the verbiage indicates " . . .a full and perpetual right of way for highway purposes . . . . " and the attachment with the description is titled "Elizabeth C. Burrill Resubdivision Legal Description of Cul-De-Sac Easement To Town of South Windsor" . Are they granting an easement or ROW or both? The documents seem to contradict each other. 2. The "Declaration of Easement" does not indicate any terms or restrictions . A form similar to our standard drainage easement should be utilized. If Lot #3 wants to dam up the drainage from Lot 5, there is no restriction in this easement that would stop them from doing so. 3 . "Sanitary Sewer Easement" should include restrictions etc. , as per our standard easement documents. Ridgefield I 1 . The description of land deeded to the Town does not indicate the total acreage. JCl/jsv cc: Michael J. Gantick, Director of Public Works PIPE WT RIP-RAP SIZE A B C D E F G H IN TONS 150 10' 7' 1 1/2" 1' 1' 4 1/2' 1 1/2' 3' 6 180 12' 8' 2' 1' 1' 5' 2' 4' 8 210 13' 9 2 1/2' 1 1/2' 1' 7' 2 1/2'4 1/2' 12 24" 17' 10' 2 1/2' 1 1/2' 1' 8' 2 1/2' 5 1/2' 15 300 20' 13' 3' 2' 2' g' 3' 6' 22 360 22' 16' 3 1/2' 2' 2' 9 1/2' 3 1/2 7' 33 o: W O Q R Z Q M C9 .. N ��p D] W \' U- �iW Q CL Z< a e It = N .- L.L. a O Q ^^� QO I O l.1 d F= V! 1 Q W 0) c W Z W W W s. p ��:r.► ir I 0 � Z o: WO 0 �� I W Q TOWN OF SOUTH WINDSOR APPROVED STANDARD DETAIL NOVEMBER, 1990 REVISED: PU®LI C WORKS DI RECTOR 56" 1 f~N N 1 N41 \4 IRON PIN 70 PE � Z PROOO W ,ZONE SINE �- 20 5@0 WD o TYPICAL R�rA►N� - • -- - - Lo 568 NOT8 Al? ' r .•" I r r 170 Y 14 s yr AREA= 77; 9j5 50.p T. RAP-RAP (5cc 01 30 _ MUMON MUM 16AS 10�6_TAP 0 be 10.4r pROA0,50zo ��e X0,01A.-I M, — Roof U64D6K 6X15r. wpTERcov► �:�IZ ��D� pR�tl�Gc►AY � . — — ,�; : PROC�SS�p AGGREGA�� - S U I T g CONPACT8 p ` r 9�`�" °VEIota o _ M. S U L L IVA N � o ,OROS.-) �ANr �O��fG OR: 11,0 - �qp•5 - _ _ VAkIANC �efli�KtEQ M -:d�v.�' _ fj�.vl 00R- _ Q 1- a by U.4' �• 1, 19�I1 �M ,� �o: �41M�nlA � TI�� R�Qu►��4..-- T--•{-- —c. 1 0 E .FCOR LO . EA � ' Y 8wpsk T ON GO �r _ � _ _ _ _ � . � ,� ' :•— _ -.--= ""' — �. � I HERE z00 �-ASSOCI `? f, **' 20 SIDE YAR �. 0 200 OEM .y"� b -49-.40 E � '' -jj Leo iLS01 ' RED PRIOR` CIO �"- S 50=44:15a E E x 1sT. s&JAt tyaw f00,01%. 01 ro AN Ew rLMO s's'd' IMFOR! ERICA CI �'� C E R' 0 NEITHE O 1 �: - LOCATION OF PROPOSED. HOUSE, DRIVEWAY. AND UT_I L I T�9 PROPOSED GRADE /r-- N AVEMENT SECTION OR LANDSCAPING (SEE PLANS) 0 w a W W cn cn I.D. + 2' 3 MINIMUM WARNING TAPE > 12" ABOVE PIPE I— APPROVED BACKFILL PLACED o �- AND COMPACTED IN 12 LAYERS k ��� 12" NO STONE LARGER THAN 6" (50 LBS.) CL w MIN. 0 '7 z cc — WWI BANK RUN GRAVEL FILL PLACED AND COMPACTED IN • 3 4" CRUSHED STONE BEDDING MATERIAL 6" LAYERS. NO STONE LARGER IN ROCK EXCAVATION OR IN UNSUITABLE THAN 3". MATERIAL SHALL MEET MATERIAL AS DIRECTED BY THE ENGINEER D.O.T. M.08.01.21 MATERIAL SHALL MEET D.O.T. M.08.01.21 FOR 3/4" STONE. BACKFILL TO CENTERLINE OF PIPE WHEN USING POLYETHYLENE OR A.B.S. PIPE. STORM DRAIN TRENCH DETAIL, TOWN OF SOUTH WINDSOR APPROVED STANDARD DETAIL NOVEMBER, 1990 PUBLI C WORKS DI RECTOR REVISED: LAWN / STREETS / CROSS-COUNTRY PAVED AREAS TOPSOIL B►SOD OR SEED SEE PERMANENT PAVEMENT PATCHING DETAIL -r-r-r 4"MIN. •'o:¢ CU:q:; • '.QC;?.`p. APPROVED GRANULAR N - '�d• d:' BACKFILL MATERIAL Q,Q�;:p� �•n. d:Q:�O(7�o: ORGANIC) AND COMPACTED IN C/ PLACE 12 :47:•DO• 04o ONE FOOT (I$) (MAX.) LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 10 16-345, AS AMENDED, PLACED 12"(MIN.) TO24"(MAX.) ABOVE TOP OF PIPE. o. ... ••.., •:..•.•�...• SAND BLANKET 12"MIN. • ' `•� • •• PIPE? AS SPECIFIED 1/2 0.D. ' PIPE ":'..:• ..•,•� 3/4" BROKEN TRAPROCK 1/20.D. PIPE 000soo a W e �� ''o 0o c oo nd�°°g84 °°°°°,o$e� No. ;6" MIN. eo o ° e4 ° 0.D. 12 PIPE F 1291 SECTION N.T.S. TOWN OF SOUTH WINDSOR TYPICAL SANITARY EWER APPROVED STANDARD DETAIL TRENCH SECTION J REVISED: PUBLIC WORK! DIRECTOR ANUARY, 1991 �J�