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App 18-54P Nevers Ridge Subdivision
TOWN OF SOUTH WINDSOR PLANNING&ZONING COMMISSION APPLICATION FORM Application Number: —5 P Official Receipt Date: /b �� `r tti Munis Application L 7N APPLICANT: Horseshoe Lane Associates, LLC PROJECT NAME: Nevers Ridge COMPLETE LOCATION OF PROPERTY: 655 Nevers Road OWNER OF RECORD ON LAND RECORDS: Horseshoe Lane Associates, LLC OWNER ADDRESS: 18-3 Arthur Drive South Windsor, CT 06074 GIS PIN # 62400655 ZONE A-20 Residential NAME, ADDRESS, TELEPHONE & EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Benjamin P.Wheeler, PLA Design Professionals, Inc. 21 Jeffrey Drive South Windsor, CT 06074 860-291-8755 bwheeler@dpinc.co Estimated presentation time: 15 min. THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing and Certificate of Mailing Required) ❑ Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required) ❑ Subdivision ❑ Minor ❑ Major Q Resubdivision (Public Hearing Required) 21 Minor ❑ Major ❑ Conditional Subdivision ❑ Special Exception to Table (Public Hearing and Certificate of Mailing Required) Site Plan of Development ❑ New ❑ Modification Building(s) Sq Ft ❑ General Plan of Development ❑ Dept of Motor Vehicle License - State Hearing per Section 14-55 for ❑ Earth Filling (Sec. 7.6) and/or Earth Removal (Sec. 7.16) (Public Hearing and Certificate of Mailing Required) Regulation Amendment ❑ Zoning ❑ Subdivision -Attach proposed amendment (Public Hearing Required) Temporary and Conditional Permit (Public Hearing and Certificate of Mailing Required) for Temporary and Conditional Permit Renewal (Certificate of Mailing Required) for ❑ Detached In Law Apartment or ❑ Accessory Apartment (Public Hearing and Certificate of Mailing Required) ❑ Major Home Occupation (Certificate of Mailing Required) for ❑ Other (explain in detail) *An Application Pending Sign is required to be posted on the property for all applications ten(10) days prior to being heard by the Commission. Signature of Applicant ignature of Property Owner P.O.BOX 1167 21 JEFFREY DRIVE 'iU SOUTH WINDSOR,CT 06074 PHONE:860.291.8755 IN FAX:860.291.8757 tiIW;;G pU1;�r;!NGt?EPT. www.designprofessionalsinc.com CIVIL & TRAFFICtEE ;�4ff—RS / LAND SURVEYORS / PLANNERS / LANDSCAPE ARCHITECTS 5erwng Connecticut, Massachusetts, 6 Rhode Island LETTER OF TRANSMITTAL TO: Michele Lipe Date: 10/5/18 DPI Project NO. 4130 : Director of Planning Town of South Windsor Re: Nevers Ridge Resubdivision 1540 Sullivan Ave 655 Nevers Road South Windsor,CT 06074 WE ARE SENDING YOU: P1 Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Renderings ❑ Specifications : ❑ Copy of Letter ❑ Change Order ❑ COPIES DATE NO. 1 Planning&Zoning Application DESCRIPTION 3 10/5/18 sets of plans 2 10/5/18 subdivision checklist 2 10/5/18 Storm Drainage Computations • 1 Sample abutter letter • 1 direct abutter list 1 8/21/18 letter from Highland Soils,LLC THESE ARE TRANSMITTED AS CHECKED BELOW: : © For Approval ❑ For review and comment ❑ No exceptions taken • ❑ For your use ❑ Forbids due ❑ Make corrections ❑ As requested ❑ Prints returned after loan to us ❑ Make corrections : REMARKS: : • SIGNED: l CC: Benjamin P. Wheeler, P.L.A. gpi' I F NEVERS RIDGE ` g RESIDENTIAL RESUBDIVISION k C211 (555 NIEVIE 3 ROAD a SOUTH WRNDSOR p CONNECTRCUT MATS 1125, LOT 4R D! Ei!i3 ji'1, N/F 500'ABUTTERS Q 4 �� xw LOCATION MAP w SCALE: 1"=1,000' ,„�. ...w.e RIVE S ' ROC aj�p* •h 3 >,w.em,.z. SHEET INDEX ` c-n COVER s,1ffT 1014 \ C-wi RE-YADIVRION PLAN 2 OF 4 '.; - C�DI gUDf4I'ER090N.L VTLRY PLAN 3 OF 4 Si v' C-01 NOTE4 DETALS,i LECE D 4 OF 4 PROPERTY i TOPOCRAPNC SLRVEY 1 of 1 L .e 7+r I KEY MAP SCALE: 1"=200' E 8 CIVL ENONEER A LAND SURVEYOR: PROPERTY OWNER 6 FIRKAMINMT APPLICANT: NOT FOR CONSTRUCTION HORSESHOE LANE ASSOCIATES,LLC esign 18-3 ARTHUR DRIVE SOUTH WINDSOR,CT 06074 CENRoAL NOTES: rofessionals 660-268-2432 anxaur�wenr ozaroox�� roia � : way CIVIL i TRAFFIC ERN/PLANNERS/BURVEYORB OI8 ANALYST$BTi/LANDSCAPE ARCHITECTS a.naa� m� 21 Jeffrey Dr,ra Phone:860-291-8755 P.O.Box 1167 Fez:860-291-8757 * South Windsor,CT 06074 www.dacl8nprofasslonalalnc.com 8 y 1 1 TOWN OF SOUTH WINDSOR CHECKLIST OF REQUIRED SUBMISSION DOCUMENTS SUBDMSIONS/RESUBDMSIONS APPLICANT I R,-;F-SWE "kfE ASSOC-1,r4- IES L-L-CG PROJECT NAME NEvzRS ��►�� This checklist must be signed by plan preparer(P.E/L.S)declaring that alLrequired information is provided. Place a check mark for each item supplied. Subdivision Minor Regular I. PROJECT-PLOT INFORMATION A. General Information 1. Appl.&owner name, address x x 2. Engineer&land surveyor name, address, license no. &seal x x 3. Key map at 1" = 100'scale showing location of tract with reference to surrounding properties, streets, municipal boundaries, etc., within 500'. Key map must include: x x a. Outline of buildings. b. Layout of streets and lots. c. Surrounding property boundaries-within 500 feet. ✓ d. Names of abutting property owners. N A e. Proposed open spaces and recreation areas. ✓ f. Driveway cuts on abutting properties and any properties across from proposed site 2 Subdivision Minor Regular g. Distance to and name of nearest intersection street. 4. A schedule of required and provided zoning district requirements including lot area, lot frontage, lot depth,yard setbacks, open space.variances granted, etc. x x ✓ 5. North arrow and scale. x x ✓ 6. Appropriate certification block. x x ✓ 7. Date of original drawing and all revisions. x x 8. Name of development. x x B. Plot plan at 1"= 40'scale an standard 18"x 24'or 24"x 36"sheets with a 1/2" ruled margin containing the following data. Developments which require more than two 24"x 36"sheets may submit the plot plan at 1" = 100'scale. x x 1. Metes and bounds description showing dimensions, bearings, curve data, length of tangents, radii, arcs, chords, and central angles for all centerlines and rights-of-way, and centerline curves on streets. Monuments are required at comers and angles of all new streets and new street lines, at all points of curvature and tangency,and at critical comers and angles of all new Town open space. Coordinates for monuments shall be In tabular form. x x ✓ 2. CGS datum shall be used on all subdivisions accessible to controls. The Town Engineer shall determine the accessibility of these controls. ✓ 3. Lot layout numbers, square footage of all lots, and all lot dimensions. Iron pins are required at all property angle points. No lots shall be divided on 2 / sheets. x x 4. Yard setbacks dimensioned. x x i/ 5. Easements, noting grantors, grantees and purpose. x x must be shown in table format, e.g. below Grantor Grantee Type of Date Filed Vol/Pg Easement 3 �ubdlVl�lQ,Q Minor Regular 6. Development phasing, if proposed, x x ✓ 7. Names of abutting property.owners. x x 46—8. Proposed street names (use approved list of names). x x J*9. All open space reserved for common or public uses, x x �10. Appropriate A-2 certification&LS seals. x x II Topographic map at same scale as plot plan containing all data included on the plot plan plus the following: 1. All existing structures, streets, wetlands and existing watercourses, or other environmentally strums sensitive areas, including enough data streets x beyond property boundaries to allow a wetlnds reasonable evaluation of the property's fidpin ecological relationship to surrounding areas, 100 yr. floodplain. x f 2. Existing and Proposed contours to extend a sufficient amount beyond subject x Property, to determine the effects on the property as follows (town mapping): 100, x up to 3%grade: 1'contour interval 3% grade&over; 2'contour interval 3. Boundary limits, nature, and extent of wooded areas, specimen trees, and other significant physical features. x x J 4. Existing system of drainage of subject site and of any larger tract or basin of which it is a part(can use Town stormwater x x study). 5. Drainage area map. r x / 6. Drainage calculations x 7. Perc test data, preliminary indication of septic system feasibility if individual sanitary * x sewerage systems provided. 4 Subdivision Minor Regular .� 8. Proposed utility infrastructure plans, including sanitary sewer. water, storm water management. * x 9. Spot and finished elevations at all property comers, comers of all structures or dwellings, or proposed first floor elevations x x f10. Construction details(per standard specs.) * x N A 11. Road and paving cross-sections (per, standard specs). * x 12. Proposed street names. x x 13. Landscape plan and details. x x *A—14. Site identifications signs, traffic control signs, and directional signs. * x 'T 15. Sight triangles at new road intersections. * x N N 16. Sight triangles at driveway entrance x x (where there may be a question).. N A 17. Vehicular and pedestrian circulation patterns (less detail necessary for preapplications, concept plan, and general plan of development. * x III . Plans and profiles (1"=40'horizontally and 1" = V vertically)showing the following: x a. Layout of streets in sections coordinated by stations with the profile. x N A b. Street plan showing roadways, drainage, and partial lot lines x i I 5 IVI Minor R�,g�lar '0 c. Profile of roadway showing existing and finished grades, all tangent grades, and all vertical curve Information x N d. Profile Will show all catch basins and all drainage lines between catch basins with all Invert and top of frame elevations. Drainage Pipe material to be described. x 4 e. Typical/critical o oss ng is outside street right-of-way�or is is tere iright of-way. x ^� f. Where any storm drainage line discharges into an existing brook, sufficient profile of this brook will be shown to determine conditions. x N g. Profiles shah show all sanitary sewer lines and manholes, including pipe material, elevations, sizes, lengths, and slopes of pipes. Top of foundation elevations for habitable buildings shall be shown. x 15. Traffic report(by traffic engineer) -�L16• Open space site improvement plan. / x 14 17. Architectural elevations information per Sect, 8.70 of the zoning regulations * - if required by Town Engineer ALL INFORMATION REQUIRED ABOVE IS INCLUDED IN THIS APPLICATION AT THE TIME OF SUBMISSION. rt�a7� 1 .�Date / P) n Preparer(PE/LS) 1 ' ry 2002; updated 7/28/05; updated 6/7/11 W:\Planning Admin\Forms\Check Lists\Subdivisions Check Llst.doc HIGHLAND SOILS, LLC August 21, 2018 Ben Wheeler Design Professionals Inc. 21 Jeffrey Drive South Windsor, CT 06074 RE: 655 NEVERS ROAD SOUTH WINDSOR, CT Dear Ben: On August 16, 2018 I conducted a site walk of the above-referenced property. As a result of my field inspection, I have concluded that the property does not contain regulated wetlands or watercourses. The nearest off site wetland area is located across Nevers Road. The site contains well drained soils of the Agawam Series. If you have any questions, or require additional information, please call me at (860) 742-5868. Very truly yours, John P. Ianni M.S. Professional Soil Scientist Highland Soils LLC,P.O.Box 337,Storrs,Connecticut 06268(860) 742-5868*Hig_hlandsoils[c_aol.com Page 1 Storm Drainage Computations Nevers Ridge Re-Subdivision Plan 655 Nevers Road South Windsor, Connecticut P. ' 2 ENS�� •,�I ss/ONAI F'�G��• Prepared by: Design Professionals, Inc. 21 Jeffrey Drive, PO Box 1167 South Windsor, CT 06074 rWI+�SS10rfa1S October 05, 2018 Table of Contents Section Introduction Pre-Development Conditions Post-Development Conditions Analysis of Results Conclusion Appendices A Watershed Computations (Pre &Post Development Conditions) B Raingarden Stage-Storage Reports 1.Introduction Horseshoe Lane Associates,LLC is proposing to develop a 2.06 acre parcel of land located at 655 Nevers Road in South Windsor, Connecticut. The proposed work will disturb approximately 28,314 SF(0.65 acres) of the parcel. The proposed development will include construction of two new single-family homes (existing to remain) with an associated paved driveways, subsurface utilities, and landscaping. Refer to the site plan drawings, entitled—"Nevers Ridge, 655 Nevers Road, South Windsor, Connecticut, prepared by Design Professionals, Inc, dated October 05, 2018", as amended, for information regarding the proposed property development. 2.Pre vs Post Development Comparisons The surficial characteristics of the site can primarily be classified as woodland and grass areas that are common for residential properties. The entire site drains west to east across the parcel to the existing storm water catchment system in Nevers Road. In order to establish a hydrologic comparison between pre- and post-development conditions, an evaluation was performed to quantify the increase in stormwater volume of leaving the sites eastern boundary during a 10-year storm event. The Rational method as outlined in the ConnDOT Drainage Manual, was followed in predicting the peak rates of runoff and volumes. Hydraflow Hydrographs (version 2018) computer modeling software was used as application. Refer to Appendix A for the pre-developed conditions watershed computations. 3.Post Development Site Conditions The two new homes proposed by Horseshoe Lane Associates, LLC will slightly increase the impervious coverage on the parcel. In order to control increases in stormwater volume due to increased impervious coverage, two rain gardens are proposed to detain stormwater flows. The raingardens were sized to provide a total storage volume equal to the commutated increase in stormwater volume leaving the parcel for the 10-year storm. Our analysis demonstrated an increase of 331cft for this storm event. The proposed rain garden for the Lots 1 and 2 were sized to provide at minimum 252 cft and 106 cft of storage respectively, providing a total storage volume of 352 cft. All proposed drainage watershed analysis computations can be found in Appendix A. Stage storage reports for the two raingardens are also included in Appendix B. 4.Analysis of Results Hydraulic conditions related to storm drainage were evaluated for both proposed and existing conditions using Hydraflow Hydrographs (version 2018) computer modeling software to determine peak discharge rates of runoff leaving the developed site. Based on modeling from existing conditions, one discharge location was identified as a point of interest for assessing downstream effects. The following table contains the data generated from the Hydraflow software: TABLE 1 Peak Volume of Stormwater Discharge Runoff Volume Storm Pre-developed Post-developed Net Change Watershed Event Condition Condition Rate of Runoff Area Year ft3 ft3 fts DP#1—To Nevers 10 1,660 1,991 +331 Road 5. Conclusion It is our opinion that the proposed stormwater management design as presented herein and on the accompanying site plans, will not pose any significant detrimental impacts to the environment surrounding the site. APPENDIX A Watershed Computations (Pre & Post-Development Conditions) 1 Hydrograph Summary Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2018 by Autodesk,Inc.v12 Hyd. Hydrograph Peak Time Time to Hyd. Fhyd(s) Maximum Total Hydrograph No. type flow interval Peak volumeelevation strg e used Description (origin) (cfs) (min) (min) (cult)1 Rational 2.766 1 10 1,660 __ Existing 2 Rational 3.319 1 10 1,991 -- Proposed 4130-HYDRAflow.gpw Return Period: 10 Year Thursday, 10/4/2018 Hydrograph Report 2' Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2018 by Autodesk,Inc.v12 Thursday, 10/4/2018 Hyd. No. 1 Existing Hydrograph type = Rational Peak discharge = 2.766 cfs Storm frequency = 10 yrs Time to peak = 0.17 hrs Time interval = 1 min Hyd. volume = 1,660 cuft Drainage area = 2.060 ac Runoff coeff. = 0.25* Intensity = 5.371 in/hr Tc by User = 10.00 min OF Curve = 4130 10-yrIDF.IDF Asc/Rec limb fact = 1/1 *Composite(Area/C)_[(0.630 x 0.15)+(1.330 x 0.25)+(0.100 x 0.90)j/2.060 Q(cfs) Existing Hyd. No. 1 -- 10 Year Q(cfs) 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.00 - Hyd No. 1 Time(hrs) 3 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2018 by Autodesk,Inc.v12 Thursday,10/4/2018 Hyd. No. 2 Proposed Hydrograph type = Rational Peak discharge = 3.319 cfs Storm frequency = 10 yrs Time to peak = 0.17 hrs Time interval = 1 min Hyd. volume = 1,991 cuft Drainage area = 2.060 ac Runoff coeff. = 0.3* Intensity = 5.371 in/hr Tc by User = 10.00 min OF Curve = 4130 10-yrlDF.IDF Asc/Rec limb fact = 1/1 'Composite(Area/C)_[(0.570 x 0.15)+(1.230 x 0.25)+(0.260 x 0.90)J/2.060 Proposed Q (cfs) Hyd. No. 2--10 Year Q(cfs) 4.00 4.00 3.00 3.00 2.00 2.00 1.00 1.00 0.00 0.00 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 Time(hrs) - Hyd No.2 Hydraflow Rainfall Report 4 Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2018 by Autodesk,Inc.v12 Thursday,10/4/2018 Return Intensity-Duration-Frequency Equation Coefficients(FHA) Period (Yrs) B D E (N/A) 1 0.0000 0.0000 0.0000 --- 2 0.0000 0.0000 0.0000 ---- 3 0.0000 0.0000 0.0000 -- 5 0.0000 0.0000 0.0000 --- 10 37.2688 4.0000 0.7341 25 0.0000 0.0000 0.0000 -- 50 0.0000 0.0000 0.0000 -- 100 0.0000 0.0000 0.0000 ---- File name:4130 10-yrlDF.IDF Intensity= B/(Tc+D)^E Return Intensity Values(in/hr) Period (Yrs) 5 min 10 15 20 25 30 35 40 45 50 55 60 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10 7.43 5.37 4.29 3.62 3.15 2.80 2.53 2.32 2.14 1.99 1.87 1.76 25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Tc=time in minutes.Values may exceed 60. Preci .file name:Sam le. c Rainfall Precipitation Table(in) Storrs Distribution 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr SCS 24-hour 0.00 2.20 0.00 3.30 4.25 5.77 6.80 7.95 SCS 6-Hr 0.00 1.80 0.00 0.00 2.60 0.00 0.00 4.00 Huff-1st 0.00 1.55 0.00 2.75 4.00 5.38 6.50 8.00 Huff-2nd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-3rd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-4th 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-Indy 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Custom 0.00 1.75 0.00 2.80 3.90 5.25 6.00 7.10 APPENDIX B Watershed Computations (Pond Reports) Pond Report Hydraflow Hydrographs Extension for AutoCAl@ Civil 3138 2018 by Autodesk,Inc.v12 Pond No.2- LOT 2 POND Thursday, 10!4/2018 Pond Data Contours-User-defined contour areas.Conic method used for volume calculation.Begining Elevation=187.00 ft Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(cult) Total storage(cult) 0.00 187.00 15 1.00 188.00 1 0 0 1.20 188.20 230 37 69 106 Culvert/Orifice Structures Weir Structures [A] [B] [C] [PrfRsr] [A] IB] [C] [D] Rise(in) = 0.00 0.00 0.00 0.00 Crest Len(ft) = 0.00 0.00 0.00 0.00 Span(in) = 0.00 0.00 0.00 0.00 Crest El.(ft) = 0.00 0.00 0.00 0.00 No.Barrels = 0 0 0 0 Weir Coeff. = 0.00 0.00 0.00 0.00 Invert El.(ft) = 0.00 0.00 0.00 0.00 Length(ft) = 0.00 0.00 0.00 0.00 Weir Type = � _ Slope(%) = 0.00 0.00 0.00 n/a Multi-Stage = No No No No N-Value = .000 .000 .000 n/a Orifice Coeff. = 0.00 0.00 0.00 0.00 Exfiev = 0.000(by Contour) Multi-Stage = n/a No No No El .( TW Elev.(ft) = 0.00 Note:Culvert/Orifice outflows are analyzed under inlet(ic)and outlet(oc)control.Weir risers checked for orifice conditions(ic)and submergence(s). Stage(ft) Stage/Storage 2.00 Elev(ft) 189.00 1.80 188.80 1.60 188.60 1.40 188.40 1.20 188.20 1.00 188.00 0.80 187.80 0.60 187.60 0.40 187.40 0.20 187.20 0.00 0 10 20 30 40 50 60 70 187.00 80 90 100 110 - Storage Storage(cuft) Pond Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2018 by Autodesk,Inc.v12 Thursday, 10/4/2018 Pond No. 1 - LOT 1 Pond Pond Data Contours-User-defined contour areas.Conic method used for volume calculation.Begining Elevation=187.00 ft Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(cuft) Total storage(cult) 0.00 187.00 64 0 0 1.00 188.00 322 176 176 1.20 188.20 438 76 252 Culvert/Orifice Structures Weir Structures [A] IB] [C] [PrfRsr] [A] [B] [C] [D] Rise(in) = 0.00 0.00 0.00 0.00 Crest Len(ft) = 0.00 0.00 0.00 0.00 Span(in) = 0.00 0.00 0.00 0.00 Crest El.(ft) = 0.00 0.00 0.00 0.00 No.Barrels = 0 0 0 0 Weir Coeff. = 0.00 0.00 0.00 0.00 Invert El.(ft) =.0.00 0.00 0.00 0.00 Weir Type = --- Length(ft) = 0.00 0.00 0.00 0.00 Multi-Stage = No No No No Slope(%) = 0.00 0.00 0.00 n/a N-Value = .000 .000 .000 n/a Orifice Coeff. = 0.00 0.00 0.00 0.00 Exfil.(in/hr) = 0.000(by Contour) Multi-Stage = n/a No No No TW Elev.(ft) = 0.00 Note:Culvert/Odfice outflows are analyzed under inlet(ic)and outlet(oc)control.Weir risers checked for orifice conditions(ic)and submergence(s). Stage(ft) Stage/Storage Elev(ft) 2.00 189.00 1.80 188.80 1.60 188.60 1.40 188.40 1.20 188.20 1.00 188.00 0.80 187.80 0.60 187.60 0.40 187.40 0.20 187.20 0.00 0 30 60 90 120 150 180 210 240 270 187.00 Storage Storage(cult) PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: October 9. 2018 TO: Matt Galligan, Michael Gantick, Walter Summers, Jeff Doolittle Ray Favreau, Chris Dougan, Heather Oatis, Kevin Cooney, Tony Manfre, John Caldwell, Andrea Confrancesco, Chris Duchesne, Vincent Stetson FROM: Michele Lipe, AICP,Director of Planning The Planning &Engineering Departments have received plans for the following projects: Appl 18-54P,Nevers Road Subdivision Location: 655 Nevers Road ❑ Site Plan ® Subdivision No. Acres 2 Zone A-20 ❑ Industrial ❑ Commercial ® Residential No. Lots/Units 3 Water: ® Public ❑ Private Well Sewerage: ® Public ❑ Septic System Project Description: 2 new lots; 1 house to remain on smaller lot Future Town-owned property involved? ❑ Yes ®No ❑ new street(s) ❑ new detention area ❑ new open space/recreation area ❑ active ❑passive Planning Department notes: We will need two new addresses—one north and one south of 655 Nevers Road. Please comment by 10/16/18 and return to the Planning Department. MEMORANDUM To: Michele Lipe, Director of Plannning From: Jeff Doolittle, P.E., Town Engineer �0 Date: November 9, 2018 Re: App 18-54P Nevers Ridge Subdivision - 655 Nevers Rd I have reviewed the plan for the above application and I have the following comments: 1. Show iron pins to be set at all lot corners where they do not already exist. 2. A quit claim deed to the Town needs to be prepared for the land in front of these lots between the property line shown along Nevers Road and the center of this road. 3. The scale on sheet C-SP1 does not appear to be accurate and needs to be corrected. 4. The new driveways should be labeled as having Bituminous Pavement. 5. The proposed utilities, including sanitary sewer lateral for Lot 2 and foundation drains for all lots need to have proper separating distances from the existing well to remain on Lot 2, in accordance with the State health code. I believe the required distance is 75 feet for the sewer lateral but this can be reduced to a minimum 25 feet if the lateral is pressure tested. This would be simpler if the existing house on Lot 2 were to connect to the water main in Nevers Rd. 6. The proposed driveways on Lots 1 and 3 should be graded to 10% slope or less from the property line to a landing by the garage and this appears to be what is shown. 7. The Town standard for sanitary sewer laterals is 6" diameter SDR 35 PVC pipe at a minimum slope of 2%, with clean-outs every 100 feet and at bends. Revise the utility plan accordingly. 8. 1 appreciate the inclusion of new rain gardens on lots 1 and 3 and these seem to be sized ok. Details need to be shown for their construction including plants, soils, stone and any underdrains to be installed therein. 9. What are the soils like on these lots? What is the expected ground water level? Any soils test pit information available for these lots should be shown on the plans. 10.WPCA review and approval is needed for this subdivision. Please let me know if you have any questions. i P.O.BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE:860.291.8755 FAX 8 .8757 www.designprofessionalsionalsinc.com CIVIL & TRAFFIC ENGINEERS I LAND SURVEYORS I PLANNERS I LANDSCAPE ARCHITECTS 5ervmg Connecticut, Massachusetts, *Rhode Island LETTER OF TRANSMITTAL To: Michele Lipe Date: 10/10/18 DPI Project No. 4130 Director of Planning : Town of South Windsor Re' Nevers Ridge Resubdivision • 1540 Sullivan Ave 655 Nevers Road South Windsor,CT 06074 : WE ARE SENDING YOU: 1] Attached ❑ Under separate cover via the following items: • ❑ Shop Drawings ❑ Prints ❑ Renderings ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ COPIESDATE NO. 1 10/09/18 Certification of Mailing for Abutter Notice : THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ For Approval ❑ For review and comment ❑ No exceptions taken • 10 For your use ❑ Forbids due ❑ Make corrections ❑ As requested ❑ Prints returned after loan to us ❑ Make corrections REMARKS: For your records : • SIGNED: CC: : Terry Tangarone Name and Address of Sender Check type of mail or service: Affix Stamp Here 4 30 (If issued as a Certified Recorded Delivery(international) certificate of mailing, COD Registered or for additional Delivery Confirmation Return Receipt for Merchandise copies of this bill) Express Mall Signature Confirmation Postmark and Insured Date of Receipt Handling Actual Value insured Due Sender DC SC SH RD RR «. Article Number Addressee(Name,greet City.State,&ZIP Code) Postage Fee Charge if Registered Value if COD Fee Fee Fee Fee Fee Roman&Olha Vyshnovskyy 3 Joseph Lane + 2 - South Windsor CT 06074 David A&Mary Lou Clark « 3 17 Joseph Lane a, DPP\o South Windsor CT 06074 g ?0 W\Not SOR GT ,, t Etta J Lu&Howard Sobolov 4' 31 Joseph Lanez5H�t09-�o's South Windsor CT 06074 �• a23 5• Donald R Sharp 635 Nevers Road 6 South Windsor CT 06074 Matthew E.Wynne 675 Nevers Road 7. South Windsor CT 06074 Town of South Windsor 8. 1540 Sullivan Avenue South Windsor CT 06074 Total Number of Pieces Total Number of Pie See Privacy Act Statement on Reverse Listed by Sender Received at Post cq -; complete by Typewr ,or 1 int Pen PS Form 3877,February 2002(Page 1 of 2 P.O. BOX 1 167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE: 860.291.8755 on PEN FAX: 860.291.875 7 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS nerving Connecticut, Massachusetts, 6 Rhode Island • • October 9,2018 Re: Nevers Ridge Planning&Zoning Application 655 Nevers Road Dear Abutting Property Owner: In accordance with the Rules&Regulations of the South Windsor Planning&Zoning Commission,you are hereby notified that an application has been filed on the property located at 655 Nevers Road,abutting your property,and is subject to a hearing by the Planning&Zoning Commission.The application and plans are on file with the South Windsor Planning Department. As an abutting property owner you are invited to the hearing(s)to ask questions and/or give comments,however, you are not required to attend. You may also submit written comments regarding the application(s)prior to the meeting if you so desire. For further information regarding the specific date this application will be heard,please contact Michele Lipe,AICP,Town Planner,at the South Windsor Planning Department at 860-644-2511,ext.252. If you have any y questions regarding the specifics of the plans,please feel free to contact our office at 860-291-8755. Thank you. • Sincerely, DESIGN PROFESSIONALS,INC. OLD'- • Benjamin P.Wheeler,PLA • Director of Operations • Cc: Town of South Windsor Client • G:\jobs\4130\Dots\Applications\PZC\4130PZCAbutter Notice.doc • P.O. BOX 1 167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE: 860.291.8755 � � FAX: 86nalsin 8757 .com Www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS • Serving Connecticut, Massachusetts, *Rhode Island DIRECT ABUTTER LIST • Nevers Ridge DPI Project No.:4130 • October 5,2018 • Parcel ID Site Address Owner Name Mailing Address Mailing City Mailing State Mailing Zip • VYSHNOVSKYY ROMAN • 48000003 3 JOSEPH LANE &OLHA 3 JOSEPH LANE SOUTH WINDSOR CT • 06074-0000 • CLARK DAVID A&MARY ' 48000017 17JOSEPH LANE LOU 17JOSEPH LANE SOUTH WINDSOR CT 06074-0000 � SOBOLOV ETTA 1 LU& • 48000031 31 JOSEPH LANE HOWARD 31 JOSEPH LANE SOUTH WINDSOR CT 06074-0000 ' 62400635 635 NEVERS ROAD SHARP DONALD R 635 NEVERS ROAD SOUTH WINDSOR CT ' 06074-0000 • 62400675 675 NEVERS ROAD WYNNE MATTHEW E& 675 NEVERS ROAD SOUTH WINDSOR CT 06074-0000 • SOUTH WINDSOR • 6240R017 R017 NEVERS ROAD TOWN OF 1540 SULLIVAN AVE SOUTH WINDSOR CT ' 06074-0000 • • G:\jobs\4130\Docs\Applications\PZC\4130 Abutters list.doc Lipe, Michele From: Huda, Mary Sent: Friday, October 12, 2018 9:28 AM To: Lipe, Michele Subject: RE:two new lots Michele I had a chance to look at this last night. Here are the addresses: Lot#3 649 Nevers (due to shared access with existing lot number#655) Lot#1665 Nevers Road I know we are not far along on our process at this point but I will add these new addresses to GIS spreadsheet next week. Thanks Mary From: Lipe, Michele Sent:Thursday, October 11, 2018 3:34 PM To: Huda, Mary<Mary.Huda @southwindsor.org> Subject:two new lots Hi Mary, 655 Nevers Road is proposed to be subdivided into three lots. Please assign to new addresses for the proposed lots on the attached map Thanks, Michele Michele R. Lipe,AICP Director of Planning 1540 Sullivan Ave. South Windsor,CT 06074 (860)644-2511,ext. 252 i SoldN 8 _ J �� �sou.� 2v A u 5 � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 tiosoR.00 TELEPHONE (860) 644-2511 October 30, 2018 Horseshoe Lane Associates, LLC C/O Mr. Benjamin Wheeler Design Professionals, Inc. 21 Jeffrey Drive South Windsor, CT 06074 Dear Mr. Wheeler: RE: Appl. 18-54P, Horseshoe Lane Associates, LLC - request for a 3 lot resubdivision of 2+ acres to be known as Nevers Ridge to create two new building lots on property located at 655 Nevers Road, A-20 zone Please be advised that the Public Hearing of the Planning & Zoning Commission in the above referenced matter has been scheduled for Tuesday, November 13, 2018 at 7:30 p.m. in the Madden Room of the South Windsor Town Hall, 1540 Sullivan Avenue. Someone must be present at the meeting to represent the application. One sign advertising the hearing must be posted on the property for ten (10) consecutive days prior to the hearing and must be clearly visible from a town street. The sign must be posted on Nevers Road by Friday, November 2, 2018. Signs can be obtained in the Planning Department. If you have any questions, feel free to call 860- 644-2511 Ext 253, Monday- Friday, 8:00 a.m. - 4:30 p.m. Sincerely, Lauren Zarambo Planning Department Secretary P.O. BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE: 860.291.8755 FAX: 860.291.8757 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / LAND SURVEYORS / PLANNERS / LANDSCAPE ARCHITECTS Serving connecticut, Massachusetts, ¢Rhode Island November 13, 2018 • Jeff Doolittle, P.E., Town Engineer Town of South Windsor : 1540 Sullivan Avenue South Windsor, CT 06074 Re: Response to Review Comments Dated: 11-9-2018 : App 18-54P Nevers Ridge Subdivision 655 Nevers Rd South Windsor, CT • Dear Mr. Doolittle: The submitted plans include changes made to satisfy your review comments dated November 9, 2018. For ease of your review, your initial comments are below in italics, : followed by our response in bold. 1 Show iron pins to be set at all lot corners where they do not already exist. Sheet C-SP1 will be revised. 2 A quit claim deed to the Town needs to be prepared for the land in front of these lots between the property line shown alongNevers Road and the center of this road. Dee will be provided by our client's attorney. 3 The scale on sheet C-SPI does not appear to be accurate and needs to be corrected. Scale will be corrected. 4 The new driveways should be labeled as having Bituminous Pavement. Sheet C-SP1 will be revised and show Bituminous Pavement. 5 The proposed utilities, including sanitary sewer lateral for Lot 2 and foundation drains for all lots need to have proper separating distances from the existing well to remain on Lot 2, in accordance with the State health code. I believe the required distance is 75 feet for the sewer lateral but this can be reduced to a minimum 25 feet if the lateral is pressure tested. This would be simpler if the existing house on Lot 2 were to connect to the water main in Nevers Rd. Section 19-13-B51d of Connecticut's public health code specifies 25ft to a foundation drain or sewer pipe provided that the sewer pipe is an approved tight pipe. The proposed sanitary line for the existing house to remain is proposed to be SCH-40 and installed per specifications listed in Table 2 of Connecticut's technical standard for subsurface sewage disposal systems to achieve this. See attached insert from the public health code. • G:\jobs\4130\Docs\Correspondence\Sent\Doolittle Response\4130-Response to Engr Comments.docx Mr.Doolittle,DPI#4130 November 13,2018 Page 2 6 The proposed driveways on Lots I and 3 should be graded to 10% slope or less from the property line to a landing by the garage and this appears to be what is shown. • Noted. 7 The Town standard for sanitary sewer laterals is 611diameter SDR 35 PVC pipe at • a minimum slope of 2% with clean-outs every 100 feet and at bends. Revise the utility plan accordingly. Sanitary Sewer laterals will be revised as requested on sheet C-GDl. 8 1 appreciate the inclusion of new rain gardens on lots 1 and 3 and these seem to be sized ok. Details need to be shown for their construction including plants, soils, stone and any underdrains to be installed therein. A rain garden detail and seed mix will be added to Sheet C-GDR1. 9 What are the soils like on these lots? What is the expected Any soils test pit information available for these lots should be shown ton the level?er • plans. The entire site falls within the HSG B boundary for the site. Test pits were not conducted, but foundation drains are proposed if high groundwater is present.See attached Soil Report from The USDA Web • soil survey for the site. 10 WPCA review and approval is needed for this subdivision. Noted. WPCA application to be submitted after P&Z approval. • Please contact us with any questions. Sincerely, Suzanne P Choate,P.E. Senior Project Manger G:\jobs\4130\Docs\Correspondence\Sent\Doolittle Response\4130-Response to Engr Comments.docx Anpl #18-54P, Nevers Ride Resubdivision Public Hearin 11-13-18 1. Request for approval of a three lot resubdivision to create two new building lots at 655 Nevers Road, A-20 zone. The site is about 2 acres and there is an existing house. 2. Minimum lot size required in the A-20 zone is 20,000 sf. Lot size proposed is 29,000 square feet for the existing house as well as for the two new lots. It appears that all other zoning requirements have been met. I The existing house has a driveway onto Nevers Road; one of the new lots will share the existing driveway and the lot to the north will have a new curb cut on to Nevers Road. There are sidewalks along Nevers Road across the street from this site. 4. There are no regulated wetlands nor watercourses on the property. 5. The site will be serviced by public water and sewers. There is an existing 20 foot sewer line easement along the northern property boundary. WPCA approval is required. 6. Street trees are shown along Nevers Road frontage for the southern two lots. Existing trees are proposed to remain for the northern lot. They should be protected during construction. 7. Rain gardens are proposed on the two new lots. As these rain gardens are proposed as an integral part of the storm water system, we would request an approval condition requiring a note stating: At the time of the building permit, details of the rain gardens, including the proposed plantings, shall be shown on the plot plan submitted. If this application is approved, Planning Dept requests the following: Key map show the proposed lots; Easement table should include all existing easements and proposed easements; addresses of 649 and 665 be given to the new house lots. �OV1N Se O t- "j U S � ' �C 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 �OSOR•CON� TELEPHONE (860) 644-2511 CERTIFIED MAIL 70171450 00013280 5792 November 15,2018 Horseshoe Lane Associates, LLC Robert Urso 18-3 Arthur Drive South Windsor, CT 06074 Dear Mr. Urso: Re: Appl. 18-54P,Nevers Ridge Resubdivision We are pleased to advise you that the Planning & Zoning Commission voted on November 13, 2018 to approve with modifications the above referenced application for a three lot resubdivision to create two new building lots, on property located at 655 Nevers Road, A-20 zone as shown on plans prepared by Design Professionals, Inc., Project 4130 and dated October 5, 2018 as revised. This approval is subject to the following modifications: L This approval is for 3 lots, numbered 1-3. 2. Drainage and construction 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 public water. 5. Trees within the street trees easement and any other trees on land that is currently or will in the future become Town-owned land are to be planted in accordance e enclosed Tree Planting e with the Specifications. Trees remaining in the ROW are to be protected during construction. 6. 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. 7. 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" =40',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. 8. 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. 9. Quantity estimates must be submitted to the Town Engineer(on the enclosed form)for the purpose of determining subdivision bonding. All bonds shall conform to the enclosed bond policy and sal be posted prior to filing the final plans in the Town Clerk's office. If the developer chooses to submit a Letter of Credit for a one year term, 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 it is holding. 10. A drainage assessment fee in the amount of$100.00 shall be submitted to this Commission. 11. 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. 12. The Town Engineer's review comments dated 11/9/18 must be incorporated in the final plans. 13. The proposed rain gardens are an integral part of the storm water system. A note is to be added to the plans stating: At the time of the building permit, details of the rain gardens, including the proposed plantings, shall be shown on the plot plan submitted. 14. The Key Map shall show the proposed lots. 15. The Easement Table should include all existing easements and proposed easements. 16. Street addresses of 649 and 665 shall be noted on the plans. Black and white transparent mylars of Sheet # C-SP-1 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission and Water Pollution Control Authority must be reproduced on the mylars. After mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk by April 25, 2017. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, Bart Pacekonis,Chairman Planning and Zoning Commission Enclosures BP/llz cc: Town Engineer Chief Building Official Assessor Board of Education Superintendent of Pollution Control Fire Marshal Benjamin Wheeler, Design Professionals taw N Sf4 C � • �� To� ale Sot� V&U&at 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 r�OSox•co TELEPHONE (860) 644-2511 December 14, 2018 Ben Wheeler Design Professionals, Inc. 21 Jeffrey Drive South Windsor, CT 06074 RE: 655 Nevers Road, Nevers Ridge WPCA Approval Letter/Planning Application No. 18-54P Dear Mr. Wheeler: The South Windsor Water Pollution Control Authority, at its regular meeting of December 4, 2018, gave approval for connection to the Town's sewerage system of a proposed three lots subdivision for Horseshoe Lane Associates, LLC, on property located at 655 Nevers Road, South Windsor, CT and as more specifically shown. on plans entitled "Nevers Ridge, 655 Nevers Road, Map 125, Lot 41, South Windsor, Connecticut, Residential Resubdivision"; Prepared by Design Professionals, South Windsor, CT; Project No.: 4130, Dated: 10/05/18, Sheet No. C-GD1 "Grading, Erosion, & Utility Plan", Revisions Date: 11/12/18. This approval is subject to the following conditions: 1. A copy of an updated easement allowing the Town access to the private property for sewer maintenance purposes; 2. Remove trees in the existing easement; 3. Payment of the following charges will be due at the time of connection, the rates for which will be in effect until June 30, 2019: a. Connection Charge for each of the three properties; b. Capacity Charge in an amount to be determined when connected; and c. Lateral Charge for each of the two new laterals; 4. Technical approval of the Town of South Windsor Engineering Department; and 5. Final Authority approval and acceptance of the sanitary sewerage connection is conditioned upon the installed sewer line having been inspected by the Town staff, and upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans approved by the Authority, and meeting all regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Sincerely yours, Richar Aries, Chair Water ollution Control Authority cc: Michael J. Gantick, Director of Public Works Jeff Doolittle, Assistant Director of Public Works/Town Engineer Michele Lipe, Director of Planning ✓ Chris Dougan, Chief Building Inspector PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 01/14/19 CUSTOMER#: 000680558 TIME: 13:38 HORSESHOE LANE ASSOCIAT CLERK: laurenlz RECPT#: 20904609 PREV BAL: TP/YR: MS/2019 AMT PAID: 100.00 BILL: ADJSTMNT: EFF DT: 01/08/19 BAL DUE: PERMITS/INSP PAYMENT -----------------TOTALS----------------- PRINCIPAL PAID: 100.00 INTEREST PAID: .00 ADJUSTMENTS: .00 DISC TAKEN: .00 AMT TENDERED: 100.00 AMT APPLIED: 100.00 CHANGE: .00 PAID BY: HORSESHOE LANE ASSOC PAYMENT METH: CHECK PAYMENT REF: 1032 Q fJ 7 Tra'4, Y'l. S S � S s Yn oLA � � d Lipe, Michele From: Ben Wheeler <Ben.Wheeler@designprofessionalsinc.com> Sent: Thursday,January 17, 2019 5:30 PM To: Lipe, Michele Cc: 'bob.a.urso@gmail.com' Subject: Nevers Ridge Subdivision Michele, On behalf of our client, Horseshoe Lane Associates, LLC,we hereby request two consecutive 90-day extensions to the deadline for the filing of mylars for the Nevers Ridge Resubdivision, Application 18-54P. Let us know if this email will suffice for the request or if you need a formal letter. Regards, Ben Benjamin P. Wheeler, PLA Director of Operations Design Professionals, Inc. CIVIL&TRAFFIC ENGINEERS/SURVEYORS/PLANNERS/LANDSCAPE ARCHITECTS Serving Connecticut,Massachusetts,&Rhode Island P.O.Box 1167 860.291.8755 phone 21 Jeffrey Drive 860.291.8757 fax South Windsor,CT 06074 www.designprofessionalsinc.com CONFIDENTIALITY NOTICE: This e-mail message is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material.Any unauthorized review, use,disclosure or distribution is prohibited.If you are not the intended recipient,please contact the sender by reply e-mail and destroy all copies of the original message. 1 O IN Sf4 oO-P S-aum ?d&U&101t C U y � �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 I�Osox co�� TELEPHONE (860) 644-2511 February 7, 2019 Horseshoe Lane Associates, LLC Robert Urso 18-3 Arthur Drive South Windsor, CT 06074 Re: Appl. 18-54P,Nevers Ridge Subdivision Bond Dear Mr. Urso: This is to advise you that the Planning and Zoning Commission voted on February 5, 2019 to set the above referenced Engineering Subivision bond at $900 for improvements associated with App. 18-54P, Nevers Ridge Subdivision. A cash bond or letter of credit in the total amount of $900 must be posted prior to the issuance of certificates of occupancy. Sincerely, Bart Pacekonis, Chairman PLANNING & ZONING COMMISSION BP/llz CC: Jeff Doolittle, Town Engineer Jeff Folger, Senior Environmental Planner PROJECT: NEVERS RIDGE TOWN OF SOUTH WINDSOR STREET: 655 NEVERS ROAD BOND ESTIMATE FORM P&Z ID: 18-54P 2019 CALENDAR YEAR ENGINEER: DANIEL JAMESON DATE:01/22/2019 WORK REMAINING BOND BOND UNIT REDUCTION NO. REDUCTION NO. ITEM DESCRIPTION UNIT QUANTITY PRICE COST 1 2 STRUCTURES&MISC ITEMS END ANCHORAGE (TYPE: 76 ) EA 1,000.00 77 GUIDE POST EA 140.00 78 PAVEMENT MARKING LF 2.00 79 STREET SIGNS EA 130.00 80 TRAFFIC SIGNS EA 130.00 81 STREET LIGHTS EA 1,000.00 FURNISHING/PLACING 82 TOPSOIL Sy 7.00 FERTILIZING, SEEDING AND 83 MULCHING Sy 7.00 84 TREES EA 3 200.00 600.00 MAINTENANCE/PROTECTIO 85 N OF TRAFFIC LS 86 CONSTRUCTION STAKING LS 3,000.00 87 AS-BUILTS LS 2,000.00 88 IRON PINS EA 150.00 89 CONCRETE MONUMENTS EA 350.00 90 DRIVEWAY-BIT.CONC. Sy 40.00 91 TOTAL 600.00 0.00 0.00 Original Estimate Bond Reduction Bond Reduction #2 TOTAL 600.00 0.00 0.00 SUBTOTAL 600.00 0.00 0.00 25%Contingencies x Subtotal 150.00 0.00 0.00 TOTAL 750.00 0.00 0.00 s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 1 BOND TRANSMITTAL DATE: January 28, 2019 APPLICANT NAME Horseshoe Lane Associates LLC ADDRESS 18-3 Arthur Drive South Windsor, CT 06074 PROJECT LOCATION/ADDRESS LOT 655 Nevers Road SUBDIVISION Nevers Ridge Subdivision P&Z OR IWA/CC APPLICATION NUMBER 18-54P AMOUNT & TYPE OF BOND $ 900 Subdivision Bond CHECK NUMBER 1035 DEPARTMENT PLANNING SUBMITTED BY Lauren Zarambo 1/28/19 NAME DATE PROCESSED BY FINANCE NAME DATE SUB ACCOUNT NUMBER MUNIS APPLICATION 2010801955 WAPlanning Admin\PZC\Bonds\2019 BondsN1 8-54P NeversRidge Subdivision Bond Trans.doc PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 01/28/19 CUSTOMER#: 000680558 TIME: 15:16 HORSESHOE LANE ASSOCIAT CLERK• laurenlz RECPT#: 20904821 PREV BAL: TP/YR: MS/2019 AMT PAID: 900.00 BILL: ADJSTMNT: EFF DT: 01/28/19 BAL DUE: PERMITS/INSP PAYMENT -----------------TOTALS----------------- PRINCIPAL PAID: 900.00 INTEREST PAID: .00 ADJUSTMENTS: .00 DISC TAKEN: .00 AMT TENDERED: 900.00 AMT APPLIED: 900.00 CHANGE: .00 PAID BY: HORSESHOE LANE ASSOC PAYMENT METH: CHECK PAYMENT REF: 1035 pyq N Sf4 C.� %V-11n �S_0� V&U&ot O s � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 �f~OSOR.-Co TELEPHONE (860) 644-2511 February 8, 2019 Horseshoe Lane Associates, LLC Robert Urso 18-3 Arthur Drive South Windsor, CT 06074 Dear Mr. Urso: Re: Appl. 18-54P,Nevers Ridge Subdivision, 655 Nevers Road We are pleased to advise you that the Planning & Zoning Commission voted on February 5, 2010 to grant two 90 day extensions for filing subdivision plans for the above-referenced subdivision in the Town Clerk's office. The original filing deadline was March 2, 2019 and the new filing deadline is August 29, 2019. Sincerely, Bart Pacekonis, Chairman PLANNING & ZONING COMMISSION BP/llz CC: Design Professionals, Inc. Lipe, Michele From: Ben Wheeler <Ben.Wheeler@designprofessionalsinc.com> Sent: Thursday,January 17, 2019 5:30 PM To: Lipe, Michele Cc: 'bob.a.urso@gmail.com' Subject: Nevers Ridge Subdivision Michele, On behalf of our client, Horseshoe Lane Associates, LLC, we hereby request two consecutive 90-day extensions to the deadline for the filing of mylars for the Nevers Ridge Resubdivision,Application 18-54P. Let us know if this email will suffice for the request or if you need a formal letter. Regards, Ben Benjamin P. Wheeler, PLA Director of Operations Design Professionals, Inc, CIVIL&TRAFFIC ENGINEERS/SURVEYORS/PLANNERS/LANDSCAPE ARCHITECTS Serving Connecticut,Massachusetts,&Rhode Island P.O.Box 1167 860.291.8755 phone 21 Jeffrey Drive 860.291.8757 fax South Windsor,CT 06074 www.designprofessionalsinc.com CONFIDENTIALITY NOTICE: This e-mail message is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material.Any unauthorized review, use,disclosure or distribution is prohibited.If you are not the intended recipient,please contact the sender by reply e-mail and destroy all copies of the original message. 1 PLANNINE DEPARTMENT September 23,2024 Robert Urso Horseshoe Lane Associates.LLC 18—3 Anhur Drive South Windsor,CT 06074 Dear Mrs Urso: Re:Appl.18-54P Nevers Ridge Subdivision I am pleased to advise you that the South Windsor Planning and Zoning Commission.at its Regular Meeting on September 10.2024,voted to release the following bonds: Appl.18-54P Nevers Ridge Subdivision Landscaping Bond in the amount of $900 reduced by $900 to leave a balance of —0—. A check will be mailed to you from the Town of South Windsor.If you have any further questions,contact the Planning Department at 860—644-251 l.ext.2253.Thank your Very truly yours. Stephen Wagner‘Chairman PLANNING &ZONING COMMISSION SW/js cc:Town Engineer 1540 Sullivan Avenue,Suuth Windsor,CT 00074 i Tel (BED)044-2511 Ext 2323 i P|anning@SuuthWindsur-Cl,gnv