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21-53P Miller Heights Subdivision
Miller Heights Subdivision - Direct Abutters 73 Miller Road 11/22/2021 TOWN OF SOUTH WINDSOR, CONNECTICUT Parcel ID Site Address Owner Name Mailing Address Mailing City Mailing State Mailing Zip 59700094 94 MILLER ROAD PUGLIESE GERALD J &94 MILLER ROAD SOUTH WINDSOR CT 06074- 0000 59700105 105 MILLER ROAD SLATER HOWARD E & REBECCA L 105 MILLER ROAD SOUTH WINDSOR CT 06074- 0000 59700099 99 MILLER ROAD CHAGANTI ESWARA RAO & PRAVEENA 99 MILLER ROAD SOUTH WINDSOR CT 06074- 0000 10200118 118 BERLE ROAD SARPU KENNETH F & ANN T 118 BERLE ROAD SOUTH WINDSOR CT 06074- 0000 59700080 80 MILLER ROAD WILLIAMS ARTHUR D & BARBARA E 80 MILLER ROAD SOUTH WINDSOR CT 06074- 0000 13900015 15 BRIGHTMAN CIRCLE SINGH HARMANDEEP & SATINDER 15 BRIGHTMAN CIRCLE SOUTH WINDSOR CT 06074- 0000 13900025 25 BRIGHTMAN CIRCLE HAMADI MICHAEL & MERNA 25 BRIGHTMAN CIRCLE SOUTH WINDSOR CT 06074- 0000 59700055 55 MILLER ROAD BEAUDRY PETER J &55 MILLER ROAD SOUTH WINDSOR CT 06074- 0000 10200130 130 BERLE ROAD DONAHUE JASON R & ANN E 130 BERLE ROAD SOUTH WINDSOR CT 06074- 0000 59700065 65 MILLER ROAD AKEY WILLIAM D &P O BOX 555 SOUTH WINDSOR CT 06074- 0000 10200150 150 BERLE ROAD FLYNN CAROLE L 150 BERLE ROAD SOUTH WINDSOR CT 06074- 0000 10200165 165 BERLE ROAD COONEY JOSEPH M 165 BERLE ROAD SOUTH WINDSOR CT 06074- 0000 59700084 84 MILLER ROAD BEAULIEU NORA E 84 MILLER ROAD SOUTH WINDSOR CT 06074- 0000 59700074 74 MILLER ROAD MIGNEAULT STEVEN P & DEBORAH L 74 MILLER ROAD SOUTH WINDSOR CT 06074- 0000 G:\jobs\4736\Docs\Applications\PZC Abutter Notice.doc 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 / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticu t, Massachusetts, & Rhode Island November 22, 2021 Re: Planning & Zoning Application 73 Miller Road, South Windsor, CT 06074 Dear Abutting Property Owner: In accordance with the Rules & Regulations of the South Windsor Planning & Zoning Commission we are required to notify you that a Subdivision/Special Exception application has been filed on the property abutting yours 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 to ask questions and/or give comments, however, you are not required to attend. You may also submit written comments regarding the application prior to the hearing if you so desire. For further information regarding the specific date this will heard please contact Jeff Folger, Environmental Planner/Conservation Officer, Planning Department, 860-644-2511, ext. 229. 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 questions regarding the specifics of the plans, please feel free to contact our office at 860 -291-8755. Thank you. Sincerely, DESIGN PROFESSIONALS, INC. Benjamin P. Wheeler, PLA Director of Operations Cc: Town of South Windsor Client ©···esignrofessionalsesign rofessionals· · · esign rofessionals 59700094 94 MILLER ROAD PUGLIESE GERALD J & 77400154 154 ROSEMARY LANE PUGLIESE MARILYN A 59700105 105 MILLER ROAD SLATER HOWARD E & REBECCA L 59700099 99 MILLER ROAD CHAGANTI ESWARA RAO & PRAVEENA 59700044 44 MILLER ROAD RUSSO BERNICE M 59700014 14 MILLER ROAD CHAU KHANH & 10200118 118 BERLE ROAD SARPU KENNETH F & ANN T 16200018 18 CAMBRIDGE DRIVE REED ADAM M & MELISSA G 59700073 73 MILLER ROAD JACQUES CONSTRUCTION LLC 77400174 174 ROSEMARY LANE JOHNSTON ERIC R & 19800001 1 CHRISTINE LANE KUPCHUNOS JAMES & CHRISTINE 59700080 80 MILLER ROAD WILLIAMS ARTHUR D & BARBARA E 16200010 10 CAMBRIDGE DRIVE DOHERTY WILLIAM P & CYNTHIA L 13900007 7 BRIGHTMAN CIRCLE PATEL RAVI & 13900015 15 BRIGHTMAN CIRCLE SINGH HARMANDEEP & SATINDER 13900025 25 BRIGHTMAN CIRCLE HAMADI MICHAEL & MERNA 13900035 35 BRIGHTMAN CIRCLE BAKER KARL H & JENNIFER L 13900045 45 BRIGHTMAN CIRCLE STAMBOLIS STEPHANIE D & 13900055 55 BRIGHTMAN CIRCLE GARD ALAN R & BETH A 13900040 40 BRIGHTMAN CIRCLE MAMAK KANWARJIT SINGH & 13900028 28 BRIGHTMAN CIRCLE HEATH MICHELLE 13900016 16 BRIGHTMAN CIRCLE HENRIQUES CARLOS M & KRISTIN D 13900008 8 BRIGHTMAN CIRCLE SOMRIDHIVEJ KONGFAH & 59700055 55 MILLER ROAD BEAUDRY PETER J & 10200130 130 BERLE ROAD DONAHUE JASON R & ANN E 10200106 106 BERLE ROAD ROMAN WILLIAM & KAREN G 77400166 166 ROSEMARY LANE BANDA LIONEL A & SANDRA 59700065 65 MILLER ROAD AKEY WILLIAM D & 77400128 128 ROSEMARY LANE HOLTON RICHARD T III & TARA M 59700141 141 MILLER ROAD CAMBY MARCUS 59700133 133 MILLER ROAD SMITH KARIN JEAN 59700125 125 MILLER ROAD ANGELONI CHRISTOPHER & LAUREN ANNE 10200150 150 BERLE ROAD FLYNN CAROLE L 10200165 165 BERLE ROAD COONEY JOSEPH M 59700084 84 MILLER ROAD BEAULIEU NORA E 10200094 94 BERLE ROAD SAUER DONALD F JR & CHRISTINE G 10200151 151 BERLE ROAD OMEARA JAMES P & GEORGIA A 10200091 91 BERLE ROAD DECKER CECILE 16200011 11 CAMBRIDGE DRIVE MORSE KATHRYN M & KEVIN J 16200023 23 CAMBRIDGE DRIVE GILBERT MICHEL J & LUCE T 19800020 20 CHRISTINE LANE MANHERTZ NIGEL C & ANGELLA 62400398 398 NEVERS ROAD GRAUSHINSKI MILDRED W 62400406 406 NEVERS ROAD GRAUSHINSKY MILDRED W 10200080 80 BERLE ROAD GRILLI GARY F & NICOLE M 19800021 21 CHRISTINE LANE WEST BRIAN C & LORI 59700054 54 MILLER ROAD MATARAZZO SEBASTIANO & GRACE T 16200035 35 CAMBRIDGE DRIVE IMMERMAN BARRY H & 19800002 2 CHRISTINE LANE MITCHELL WILLIAM F & CAROLANN L 59700064 64 MILLER ROAD BROWN MARILYN RAE 62400390 390 NEVERS ROAD PARKINS JOHN C III 77400142 142 ROSEMARY LANE PELIKAN DOROTHY J 59700074 74 MILLER ROAD MIGNEAULT STEVEN P & DEBORAH L ©···esignrofessionals· · · ©···esignrofessionals ©···esignrofessionals“ ” · ·” ·“” · · · ©···esignrofessionalsSTAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT SEE STAKING DETAIL. WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. SEE WRAPPING DETAIL. DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. NOTE: FOR DIMENSIONS OF PLANTING AREAS, TYPES OF SOIL AMENDMENTS, OR SOIL REPLACEMENT, SEE "SOIL IMPROVEMENT DETAILS." NOTES: MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EVER POSSIBLE. SET TOP OF ROOT BALL FLUSH TO GRADE OR 25MM-50MM (1"-2") HIGHER IN SLOWLY DRAINING SOILS. MULCH RING, 1800MM (6') DIA. MIN. 2400MM (8') DIA. PREFERRED 50MM (2") MULCH. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN THE MULCH WEED-FREE FOR A MIN. OF THREE YEARS AFTER PLANTING. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DON'T COVER THE TOP OF THE ROOT BALL WITH SOIL. 100MM (4") HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP HALF OF ROOT BALL. REMOVE COMPLETELY IF SYNTHETIC IS USED. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOESN'T SHIFT. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 200MM (8") INTO PLANTING HOLE. PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. 1.NO MULCH WITHIN 3" OF TREE TRUNK 2.THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. esignrofessionals©····· · · Storm Drainage Computations Miller Heights Subdivision Plan 73 Miller Road South Windsor, Connecticut Prepared by: Design Professionals, Inc. 21 Jeffrey Drive, PO Box 1167 South Windsor, CT 06074 November 22, 2021 Table of Contents Section ___ Introduction Pre vs Post Development Comparison Post Development Site Conditions Analysis of Results Conclusion Appendices A Drainage Area Computations (Pre & Post Development Conditions) B Drainage Area Map (with Rain Garden Stage Storage Reports) 1. Introduction Jacques Construction, LLC is proposing to develop a 4.52 acre parcel of land located at 73 Miller Road in South Windsor, Connecticut. The proposed work will disturb approximately 61,845 SF+ (1.42 acre) of the parcel. The proposed development will include construction of two new single-family (existing home to be razed) with an associated paved driveways, subsurface utilities, and landscaping. Refer to the site plan drawings, entitled – “Miller Heights Subdivision ~ 73 Miller Road, South Windsor, Connecticut, prepared by Design Professionals, Inc, dated November 22, 2021”, 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. One existing house, shed, and gravel driveway apron are the only impervious surface onsite. These existing features are proposed to be removed during construction. Woodlands make up most of the parcel area. The existing topography onsite indicated a ridgeline exists onsite that sheds stormwater to across the North, East, and Westerly property lines. To establish a hydrologic comparison between pre- and post-development conditions, an evaluation was performed to quantify the increase in stormwater volume on both proposed lots 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 2020) computer modeling software was used as application. Drainage area limits considered followed the proposed property boundaries for the two lots. A drainage area map showing existing and proposed conditions is included as Appendix B of this report. Refer to Appendix A for the pre- developed conditions watershed computations. 3. Post Development Site Conditions The two new homes proposed by Jacques Construction, LLC will slightly increase the impervious coverage of the proposed lot areas. To control the increase in stormwater volume due to increased impervious coverage, rain gardens are proposed for both lots. The raingardens were sized to provide a total storage volume equal to the projected increase in stormwater volume for the two lot areas during a the 10-year storm event. Our analysis demonstrated an increase of about 760 cft for Lot 1 and 741 cft for Lot 2 during this storm event. The proposed rain gardens for Lots 1 and 2 were sized to provide 765 cft and 788 cft of storage respectively. Proposed condition computations can be found in Appendix A. Stage storage reports for the raingarden are included on the drainage area map found 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 2020) computer modeling software to determine the total runoff volume leaving the developed site. The following table contains the data generated from the Hydraflow software: TABLE 1 Peak Volume of Stormwater Discharge Watershed Area Storm Event (Year) Runoff Volume Pre-developed Condition (ft3) Post-developed Condition (ft3) Net Change Rate of Runoff (ft3) Proposed Lot 1 10 1,352 2,112 +760 Proposed Lot 2 10 1,500 2,241 +741 5. Conclusion It is our opinion that the proposed stormwater management design as presented herein and on the accompanying site plans, is appropriate for this development and will not pose any significant detrimental impacts to the environment surrounding the site. APPENDIX A Drainage Area Computations (Pre & Post Development Conditions) Hydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020.4 Wednesday, 11 / 17 / 2021 Hyd. No. 1 Existing Lot 1 Hydrograph type = Rational Peak discharge = 1.408 cfs Storm frequency = 10 yrs Time to peak = 16 min Time interval = 1 min Hyd. volume = 1,352 cuft Drainage area = 2.140 ac Runoff coeff. = 0.16* Intensity = 4.112 in/hr Tc by TR55 = 16.00 min IDF Curve = SampleFHA.idf Asc/Rec limb fact = 1/1 * Composite (Area/C) = [(2.048 x 0.15) + (0.074 x 0.25) + (0.017 x 0.90)] / 2.140 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 Q (cfs) 0.00 0.00 1.00 1.00 2.00 2.00 Q (cfs) Time (min) Existing Lot 1 Hyd. No. 1 -- 10 Year Hyd No. 1 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020.4 Wednesday, 11 / 17 / 2021 Hyd. No. 3 Proposed Lot 1 Hydrograph type = Rational Peak discharge = 2.200 cfs Storm frequency = 10 yrs Time to peak = 16 min Time interval = 1 min Hyd. volume = 2,112 cuft Drainage area = 2.140 ac Runoff coeff. = 0.25* Intensity = 4.112 in/hr Tc by TR55 = 16.00 min IDF Curve = SampleFHA.idf Asc/Rec limb fact = 1/1 * Composite (Area/C) = [(1.440 x 0.15) + (0.490 x 0.25) + (0.210 x 0.90)] / 2.140 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 Q (cfs) 0.00 0.00 1.00 1.00 2.00 2.00 3.00 3.00 Q (cfs) Time (min) Proposed Lot 1 Hyd. No. 3 -- 10 Year Hyd No. 3 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020.4 Wednesday, 11 / 17 / 2021 Hyd. No. 2 Existing Lot 2 Hydrograph type = Rational Peak discharge = 1.667 cfs Storm frequency = 10 yrs Time to peak = 15 min Time interval = 1 min Hyd. volume = 1,500 cuft Drainage area = 2.440 ac Runoff coeff. = 0.16* Intensity = 4.269 in/hr Tc by TR55 = 15.00 min IDF Curve = SampleFHA.idf Asc/Rec limb fact = 1/1 * Composite (Area/C) = [(2.219 x 0.15) + (0.201 x 0.25) + (0.016 x 0.90)] / 2.440 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 Q (cfs) 0.00 0.00 1.00 1.00 2.00 2.00 Q (cfs) Time (min) Existing Lot 2 Hyd. No. 2 -- 10 Year Hyd No. 2 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020.4 Wednesday, 11 / 17 / 2021 Hyd. No. 4 Proposed Lot 2 Hydrograph type = Rational Peak discharge = 2.490 cfs Storm frequency = 10 yrs Time to peak = 15 min Time interval = 1 min Hyd. volume = 2,241 cuft Drainage area = 2.430 ac Runoff coeff. = 0.24* Intensity = 4.269 in/hr Tc by User = 15.00 min IDF Curve = SampleFHA.idf Asc/Rec limb fact = 1/1 * Composite (Area/C) = [(1.560 x 0.15) + (0.674 x 0.25) + (0.198 x 0.90)] / 2.430 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 Q (cfs) 0.00 0.00 1.00 1.00 2.00 2.00 3.00 3.00 Q (cfs) Time (min) Proposed Lot 2 Hyd. No. 4 -- 10 Year Hyd No. 4 APPENDIX B Drainage Area Map (with Rain Garden Stage Storage Reports) ©···esignrofessionals §$>Ian T.Cole,LLC Professional Registered Soil Scientist /Profexsional Wetland Scientist PO BOX 619 Middletown,CT 06457 Itcole@gmail.com 860-514-5642 November 19,2021 Mr.John Jacques Jacques Construction LLC 67 Ridge Road South Windsor,CT 06074 RE:Wetland Delineation 73 Miller Road South Windsor Connecticut Dear Mr.Jacques: At your request,I completed a wetland fleld survey of the above referenced 4.5—acre property at 73 Miller Road. Wetland Delineation Methodology A site-specific wetland survey was completed in accordance with the standards of the Natural Resources Conservation Services (NRCS)National Cooperative Soil Survey and the definitions of inland wetlands and watercourses as found in the Connecticut General Statutes,Chapter 440,Sections 22a-36 through 22a—45 as amended.Wetlands,as defined by the Statute are those soil types designated as poorly drained,very poorly drained, floodplain or alluvial in accordance with the NRCS National Cooperative Soil Survey. Such areas may also include disturbed areas that have been tilled,graded,or excavated and which possess an aquic (saturated)soil moisture regime. Watercourses means rivers,streams,brooks,waterways,lakes,ponds,marshes,swamps, bogs,and all other bodies of water,natural or artificial,vemal,or intermittent,public,or private,which are contained within,flow through or border upon the Town of South Windsor or any portion thereof not regulated pursuant to sections 22a-28 through 22a—35, inclusive,of the Connecticut General Statutes.Intermittent watercourses are defined permanent channel and bank and the occurrence of two or more of the following characteristics:(a)evidence of scour or deposits of recent alluvium or detritus,(b)the presence of standing or flowing water for duration longer than a particular storm incident, and (c)the presence of hydrophytic vegetation. Wetland Delineations Wetland Evaluations Soil Evaluations Findings The wetland survey was completed on November l8,2021‘The survey examined theupper20"of the soil profile for the presence 0f hydric soil conditions and if present;todelineateanywetlandandwatercourseboundarieslocatedontheproperty. The field survey was completed during blue sky conditions.After examining the existingsoil,hydrology,and vegetation it is my professional opinion that there are no inlandwetlands0rwatercaursesontheproperty. The land use is classified as an undeveloped hardwood forest.The woodlands arevegetatedwithavarietyofmaturehardwoodtreesincludingoak,beech,white pine,andmaplespecies.The property has a “park like”setting as the subordinate shrub layer ofthetreespeciesaboveissparceanduplandfemscarpettheforestfloor.The propertywaspreviouslyfarmlandasillustratedontheattachedhistoricaerialphoto.from 1956. Photo 1:Example of typical conditions found throughout the property Wetland Delineatians Wetland Evaluations Soil Evaluatians 11/14/21,7:44 AM Town of South Windsor Geographic Information System (GIS) Daie Printed:11/14/2021 MAP DISCLAIMER -NOTICE OF LIABILITY This map is for assessment purposes oniy.It is not for legal description or conveyances.AII information is subject to venfucaiion by any user. The Town of South Windsor and iis mapping contractors assume no legal responsibility for the information contained herein. https //southwmdsormapxpressnetjaggmap/default.htm?MBL:597DOO73 Print Map Approximate Scale:1 inch =200 feet W0200 Feet 1/1 11/14/21,7 44 AM Pnnt Map Town of South Windsor Geographic Information System (GIS) Daw Printed:11/14/2021 MAP DISCLAIMER -NOTICE OF LIABILITY Approximate Scale:1 inch =100 feet This map is for assessment purposes onIyV It is not for legal description W E legal responsibility for the information contained herein.—':Ege‘t S or The conveyances Town of South All Windsor information and is its subject mapping to verincation contractors by assume any user, no '0 100 https 'IISOuthwindsor.mapxpresssnet/agsJnap/default.ntm?MBL:59700073 SoilSurvey The soils identified on—site are a refinement of the Natural Resources Conservation Service (NRCS)Websoil Soil Survey. The soils mapped and classified on the property belong to the Narragansett soil series. These well drained upland soils formed from coarse-loamy melt-out till.Generally, Narragansett soils have about 2 feet of fine sandy loam subsoil over gravely sandy loam parent material.The soils on the property are generally level with slopes ranging from 0— 8%.Inclusions of upland Cheshire &Enfield silt loams are mapped at the eastern and westem boundaries of the properties. Wetland Delineations Wetland Evaluations Soil Evaluations Feet0w1m2(1)mMapprujewon:Web Mermmf Comermordmam:WGSS4 Edge ms:UTM Zane 18N W684 USDA Namral Resources Web Soil Survey 11/19/2021ConservationServiceNahonalCooperativeSailSurveyPage 1 of 3 Soil Map—State of Connedicut§(73 Miner Road)a§n R 4]“51‘9‘N 4)“51'9‘ Miller Rd §@M mam:m‘my m4? 41"Sl'l N mm M10 7w 7m 4)"5l‘l"N i §Map Sale:1:1,7zowpnmed onAIandsmpe(11“x&5“)§weet 3 a?N 0 25 a)1m News Soil Map—Stale of Cannecticut (73 Miller Road) MAP LEGEND Area oi Interest (Aon:‘1 Area oi Inieres‘(ADI) Soils U Sau Map Umt Pmyguns a,Sall Map Um!Lines I Sad Map Um!Pomls .w: Special Paint Features aowepe Water Features /V Blowout Borrow PH Clay Spot Closed Depressian GraVEI Pil Gravelly Spot Landllll éaXXO' IEZHé Lava FIOW - Mme or Quarry Marsh or swamp Mlscellaneous Water PEFermlaI VVate{ Rock Outcrup sauna Spar oox+oo>< .Sandy Spot Severely Erodeu Spar Slnkhole Sllde or Sllp Sum:Spot aRov Spall Area Stony 5pm Very Stony Spot Wei Spok Other Speola}Lme Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aenal Pnotagraphy MAP INFORMATION The soil Surveys (hat comprise your AOI were mapped at 1 12,000. Warning Soil Map may nol be valid at this scale. Enlargement of maps heyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map:Natural Resources Conservation Service Web Soil Survey URL Coordinate System:Web Mercator (EPSG'3857) Maps from the Web Soil Survey are based on the Web Mercator projection,which preserves direction and shape but distorts distance and area.A projection that preserves area.such as the Albers equalaarea conic projection,should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s)listed below. Soil Survey Area’ Survey Area Data' Sorl map units are labeled (as space allows)for map scales 1:50.000 or larger. Datets)aerial images were photographed Aug 24.2019—Oct 24.201 9 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps.As a result.some minor shifting of map unit boundaries may be evident. State of Connecticut Version 21.Sep 7.2021 U Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 11/19/2021Page2 of 3 Sail Map—State of Connecticut 73 Miller Road Map Unit Legend 64B ‘Chesnire %e sandy loam,3 to 0.9 8.6%8 percent slcpes,very smny 663 Narragansett silt Ioam.2 to B ‘3.4 ‘33.8% ‘percent slopes 67B Narragansett silt loam.3 to 8 3‘0 30.2%percent slopes.very stony 68D Narragansett silt loam,15 to 2‘2 22.6%25 percent slopes.extremefy tstony 704A Ent‘reld silt loam,0 to 3 percent 0.5 4.9% L 5lopes Rtals tor Area ot Interest i t;10.0 100.0% U Natural Resources Web Sorl Survey 11/1 9/2021ConservationServiceNationalCooperativeSmlSurveyPage3of 3 Please do not hesitate to contact me at itcoleaTPgmaileom;(860)514-5642 if you haveanyquestionsorneedanyadditionalinformation. Sincerely, Ian T.Cole Professional Registered Soil ScientistProfessionalWetlandScientist#2006 Wetland Delineations Wetland Evaluations Soil Evaluativns MEMORANDUM To:Michele Lipe,Director of Planning From:Jeff Doolittle,P.E‘,Town Engineer Date:December 28,2021 Re:App 21-53P -Miller Heights Subdivision i have reviewed the above subdivision and have the following comments 1.The proposed rain gardens on both lots need to collect stormwater runoff from the houses and paved driveways to effectively reduce stormwater runoff.Add a note and/or show runoff from both houses roof leaders and driveways going to the rain gardens.2.Show a proposed invert elevation for the sanitary sewer laterals at both houses. 3.Narrow the median between driveways at the street line so the total driveway width at the street line is about 24—28 feet. Please let me know if there are any questions. PLANNING DEPARMENT December 29,2021 Ben Wheeler Design Professionals,Inc. 21 Jeffrey Drive South Windsor,CT 06074 Dear Mr Wheeler, Re:Appl.21—53P Miller Heights Subdivision -request for a Minor Subdivision and a Special Exception to Section 3.2.2 of the zoning regulations and site plan approval for one interior lot,on property located at 73 Miller Road,AA—30 zone. Please be advised that the Public Hearing of the Planning &Zoning Commission for the above referenced matter has been scheduled for Tuesday,January l l,2022. This meeting will be held in the Council Chambers of the South Windsor Town Hall.Someone must be present to represent the application. One sign advertising the meeting 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 Miller Road frontage by December 3 l ,2021. Signs can be picked up at the main entrance of Town Hall,1540 Sullivan Avenue,in the large tan plastic drop off bin next to the main entrance.Please call (860)644—251 l Ext 329 if you have any questions,Monday —Friday,8:00 am.i 4:30 p.m. Sincerely, Cé'lujd .oeQvfl—Cmt'LC Caitlin O’Neil Administrative Assistant/Land Use Coordinator 1540 Sullivan Avenue,South Windsor.CT 06074 l Tel (860)64472511 exl.329 l,Plannlng@SouthWindsor-CT.gov Miller Height Subdivision and Special Exception for Interior lot PH 1/11/22 1. Request for a Minor Subdivision and a Special Exception to Section 3.2.2 of the zoning regulations and site plan approval for one interior lot and redevelopment of the existing frontage lot, on property located 73 Miller Road, AA-30 zone 2. The lot area requirement for a conventional lot in the AA-30 zone is 30,000 sf with 150 feet of street frontage. The applicant is proposing to remove an existing house and subdivide the land to create one interior rear lot. The frontage lot will be 2.12 acres and the interior lot will be 2.39 acres respectively. 3. The requirement for an interior lot in the AA-30 are: 60,000 sf minimum lot size and 225 feet minimum lot width parallel to the street. The proposed interior lot is 83,433 sf with and 345 feet in width. The setbacks for interior lots are subjective – the applicant is proposing 50 feet. 4. The application is subject to the general special exception criteria of under Section 8.7 as well as specific criteria for interior lots, including: a. the subject area’s boundary configurations, topography, soils or other natural resource characteristics; b. proximity to neighboring properties and dwelling units; c. restriction of existing views; d. proposed buffering/screening; e. potential drainage, traffic & environmental impacts f. driveway locations, slopes & sight lines g. utility service capabilities h. property value impacts; and i. future land use alternatives. 5. Miller Road is considered a minor arterial road, therefore a shared driveway is required in accordance with our subdivision regulations. Access to the interior lots is proposed to be a common 18’ wide paved drive off of Miller Road. The driveways servicing the new interior lot and new house will include a turn-around for emergency vehicles. The Fire Marshal has reviewed the plans and is satisfied with the emergency access provisions and driveway width. We would recommend that a 5-foot sidewalk be added along the subdivision frontage. This area is shown as a high priority for sidewalk in the Plan of Conservation and Development. 6. The interior lots will be served by public sewers and well water. The sewers will connect into existing sewer system in Miller Road. WPCA approval is required. 7. There are no regulated wetlands on the new lots. IWA/CC approval was not required. Erosion measures for the individual house lots will be addressed at the time of the individual building permits. 8. There are existing trees on the property shown to remain through a tree line. The house for Lot #1 will be approximately 100 feet from the rear property line. Currently the trees in that area appear to be deciduous trees and will not provide any screening during the winter months. Staff would recommend additional landscaping screening proposed between to the rear of lot1 as well as between lot #2 and the new interior lot. 9. For lot #1, the approved location of the house, garage and driveway are an integral part of this special exception approval. Any modifications other than staff-approved minor modifications will require further approval from the Commission. If this application is approved, the Planning Dept. has no additional modifications to request. Pbcun am pmndsa b sac nude:comm and .5 lamamm) m mmnmmn and Smorcr ,‘Snud-I Windsor 73 Miller Road ‘p\:fr:cn ;:::“n“g::‘:"m‘;r:;‘::n r ‘av;emchng:mu.d>m C 21 -53P Miller Heights l inch =100 feet u a. MILLER H EIGHTf) PROPO5ED 2-LOT 5UBDIV¥5{ON LOCATED IN 60UTH LWND5OR,CONNECTICUT 73 Miller Road uh““W mum v South Windsor,~Connccucut - uan.mm n m.y m...—-.mum mmm ..Mlanals”W ”Ju...“.m. MILLEQ H EIGHT5 PROPOSED 2-LOT SUBDIVISIO LOCATED IN$OUTH wlNDeOQ,CONNECTICUT:} 73 Millcr RoadSouth\Vindsar,Connccticut m xx .a'nu 10'WIDE STREETYREEEASEMENT INFAVOROFTHETOWNOFSOUTHWINDSOR (CONTAIN5 TWOZELKOVATREES) x UNGI$TIHOUSE YOBERAIED a I-Ei \ X (f j, EXISTING HOUSE"‘To BE RAZED MILLER HEIGHTS SUBISIN & SPECIAL EXCEPTION DPI EXHIBIT DATED 01/1 1/2022 EPT.201 V STEEVIEWT V ‘ PLANNING DEPARTMENT CERTIFIED MAIL 7019 2280 0001 51 19 0600 January I3,2022 Ben Wheeler Design Professionals,Inc. 21 Jeffrey Drive South Windsor,CT 06074 Dear Mr.Wheeler: Re:Appl.21—53P,Miller Heights Subdivision -request for a Minor Subdivision and a Special Exception to Section 3.2.2 of the zoning regulations and site plan approval for one interior lot,on property located at 73 Miller Road,AA—30 zone. We are pleased to advise you that the Planning &Zoning Commission voted on January 11, 2022 to approve with modifications the above referenced application for a request of a Minor Subdivision and Special Exception.This approval is for one interior lot on property located at 73 Miller Road,AA-30 zones as shown on plans prepared by Design Professionals,Inc.,Project N0. 4736 as revised. This approval is subj ect to the following modifications: l.This approval is for 2 lots,numbered 1—2 (number 1 is the interior lot). 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 subj ect to the approval of the Water Pollution Control Authority. 4.Water shall be supplied to this subdivision by well. 5.All plans used in the field by the developer must bear the stamp and authorized signature of the Tovm of South Windsor‘ 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.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. 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. 154D Sullivan Avenue,Snuth ‘i'lindsur,CT [16074 I Tel (331])544-2511 Ext 329 l P|anning@Snuth‘flindsur-Clgnv 8.If,for any reason,finished grading and other individual lot site work is not completed,theTownEngineershalldeterminetheamountofacashbondtoensurefinalgradingandsitework.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 thepurposeofdeterminingsubdivisionbonding.All bonds shall conform to the enclosed bondpolicyandshallbepostedpriortofilingthefinalplansintheTownClerk’s office. If the developer chooses to submit a Letter of Credit for a one year term,said Letter of Creditmustberenewedonayearlybasisuntilcompletionofthedevelopment.If a new Letter of Credithasnotbeenreceivedwithin30daysbeforetheexpirationdate,the Commission may,at itsoption,call the Letter it is holding. 10.A drainage assessment fee in the amount of $50.00 shall be submitted to this Commission. 11.No building permits will be issued until all modifications have been complied with,and thefinalplanshavebeenfiledintheTownClerk‘s office. 12.The Town Engineer’s review comments dated 12/28/21 must be incorporated in the finalplans. 13.The driveway easement for the shared driveway should be shown on the plot plan.14.The approved location of the house,garage and driveway for the interior lot are an integralpartofthisspecialexception.lf modifications are proposed subsequent to this approval,furtherapprovalfromthisCommissionmayberequired. 15.The applicant shall place a 20-foot conservation easement along the northerly,southerly andeasterlyboundarytomaintaintheexistingvegetation. l6.The large oak tree located in the front of lot 2 shall be protected throughout construction. Black and white transparent mylars of Sheets #3CS—1 and C-CD-l with the above modifications,together with three blueprint copies of the entire set of plans must be submitted to thisCommissionwithin3Odaystobestampedandsigned.The letters of approval of thisCommissionmustbereproducedonthemylars. After the mylars have been signed by the Commission,they will be retumed to you for filing intheOfficeoftheTownClerk.After filing these plans,a copy of the receipt must be submitted totheFlamingDepartment. The attached Special Exception form must be completed and filed in the Town Clerk’s office.The special exception will take effect upon filing Very truly yours, Bart .’mtPacekonis, 7 9 awe/t Chairmaréiif) :'.~.(if/b.. Planning and Zoning Commission BP/cgo Town En ineerChiefBurding Official Superintendent of Pollution ControlFireMarshal Assessor 154D Sullivan Avenue,Snuth Windsnr,CT UEDM l Tel (BSD)644-2511 Ext 329 Planning@SauthWindsur»CT.guv The Special Exception will take effect upon filing of this form. I,Bart Pacekonis,Chaiman of the South Windsor Flaming &Zoning Commission,hereby certify that on Januaxy 11,2022 the Planning and Zoning Commission granted a request for a Minor Subdivision and Special Exception to Section 3.2.2 for one interior lot,on propertylocatedat73MillerRoad,AA—30 Zone as shown on plans prepared by Design Professionals, Inc.dated November 22,2021 as revised. This approval is subj ect to the following modifications: 1.This approval is for 2 lots,numbered 1-2 (number 1 is the interior lot). 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 well. 5.All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. .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 tiling 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 Attomey. 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. 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 shall be posted prior to filing the fmal 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. 154D Sullivan Avenue,South Windsor,CT UEUN i Tel (HBD)644-2511 Ext 323 i Planning@SnuthWindsar-Cl,guv 10.A drainage assessment fee in the amount of $50.00 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 l2.The Town Engineer’s review comments dated 12/28/21 must be incorporated in the final planst 13.The driveway easement for the shared driveway should be shown on the plot plant 14.The approved location of the house,garage and driveway for the interior lot are an integral part ofthis special exception.If modifications are proposed subsequent to this approval, further approval from this Commission may be required. l5.The applicant shall place a 20—foot conservation easement along the northerly,southerly and easterly boundary to maintain the existing vegetation. 16.The large oak tree located in the front of lot 2 shall be protected throughout construction 15M]Sullivan Avenue,Snuth Windsur,Cl BED74 l Tel (350)Mil-2511 Ext 329 l Planning@SuuthWindsnr-El.gnv GIS PIN 59700073 Lot #1 Miller Heights Subdivision #73 Miller Road South Windsor,CT Beginning at a 5/8”pin set in concrete located on the southerly street line ofMillerRoad,said point being the northeasterly comer of land now or formerly of William D.Akey &Margaret J.Hart and the northwesterly comer of the parcel herein described. Thence S89°58‘00"E along the southerly street line of Miller Road,a distance of 30.00 feet to an iron pin to be set; Thence SO3°40'21"W along the westerly line of Lot #2,a distance of446.12 feet to anironpintobeset; Thence N86°46'27"W along the northerly line of land now or formerly of Carole L. Flynn,a distance of 184.48 feet to a 5/8”I.R.; Thence N86°48’39"W along the northerly line of land now or formerly ofJoseph M.Cooney,a distance of 192.92 feet to an iron pin to be set; Thence N1 l°30'01"E along the easterly lines of land now 01'formerly of lvlichael &Mema Hamadi and Harmandeep &Satainder Singh in part be each,a distance of232.40 feet to an iron pin to be set; Thence 387°04‘22"E along the southerly lines of land now or formerly ofPeter J.Jr.&Joan D.Beaudry and William D.Akey &Margaret J.Hart in part be each,a distance of288.80 feet to an iron pin to be set; Thence NIO°S3'38"E along the easterly line of land now or formerly of William D.Akey &Margaret J.Hart,a distance of 21 5.00 feet to the point and place ofbeginning. Lot #1 contains 92,709 s.f.or 2.128 acres OWNER OF RECORD:Jacgues Construction LLC Dated at South Windsor,Connecticut this 13th day 0f January,2022. In accordance with CGS Section 8-3d gli’fé 79dét’Kt7?’ .4 no Chairman Bart Pacekon‘s Flaming &Zoning Commission Received for record this day of ,20 ,at South Windsor,Connecticut ATTEST: Tel (850)Mil-2511 Ext 329f154DSullivanAvenue,South Windsnr,CT 05074 Planning@SuuthWlndsur-Cl.guv PLANNING DEPARTMENT 06w � 4 a: REVISED CERTIFIED MAIL 7019 2280 0001 5119 0563 January 13, 2022 Ben Wheeler Design Professionals, Inc. 21 Jeffrey Drive South Windsor, CT 06074 Dear Mr. Wheeler: Re: Appl. 21-53P, Miller Heights Subdivision- request for a Minor Subdivision and a Special Exception to Section 3.2.2 of the zoning regulations and site plan approval for one interior lot, on property located at 73 Miller Road, AA-30 zone. We are pleased to advise you that the Planning & Zoning Commission voted on January 11, 2022 to approve with modifications the above referenced application for a request of a Minor Subdivision and Special Exception. This approval is for one interior lot on property located at 73 Miller Road,AA-30 zones as shown on plans prepared by Design Professionals, Inc., Project No. 4736 as revised. This approval is subject to the following modifications: 1. This approval is for 2 lots, numbered 1-2 (number 1 is the interior lot). 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 well. 5. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 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. 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. 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. 1540 Sullivan Avenue, South Windsur, CT 06074 1 Tel (860) 644-2511 Ext 329 1 Planning@SouthWindsor-CT.gov 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 shall 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$50.00 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 12/28/21 must be incorporated in the final plans. 13. The driveway easement for the shared driveway should be shown on the plot plan. 14. The approved location of the house, garage and driveway for the interior lot are an integral part of this special exception. If modifications are proposed subsequent to this approval, further approval from this Commission may be required. 15. The applicant shall place a 20-foot conservation easement along the northerly, southerly and westerly boundary to maintain the existing vegetation. 16. The large oak tree located in the front of lot 2 shall be protected throughout construction. Black and white transparent mylars of Sheets# 3CS-1 and C-CD-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 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. After filing these plans, a copy of the receipt must be submitted to the Planning Department. The attached Special Exception form must be completed and filed in the Town Clerk's office. The special exception will take effect upon filing. Very truly yours, G'�yC Bart Pacekonis, Chairman � Planning and Zoning Commission BPlcgo cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control , Fire Marshal FY 'y h 1540 Sullivan Avenue, South Windsor, CT 06014 Tel (860) S44-2511 Ext 329 Planning@SouthWindsar-GT.gov The Special Exception will tape effect upon filing of this form. I, Bart Pacekonis, Chairman of the South Windsor Planning & Zoning Commission, hereby certify that on January 11,2022 the Planning and Zoning Commission granted a request for a Minor Subdivision and Special Exception to Section 3.2.2 for one interior lot, on property located at 73 Miller Road,AA-30 Zone as shown on plans prepared by Design Professionals, Inc. dated November 22, 2021 as revised. This approval is subject to the following modifications: 1. This approval is for 2 lots, numbered 1-2 (number 1 is the interior lot). 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 well. 5. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 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. 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. 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 shall 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. "•,.,.a 1540 Sullivan Avenue, South Windsor, CT 06074 k Tel (860) 644-2511 Ext 329 1 Planning@SnuthWindsor-CT.gov 10. A drainage assessment fee in the amount of$50.00 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 12/28/21 must be incorporated in the final plans. 13. The driveway easement for the shared driveway should be shown on the plot plan. 14. The approved location of the house, garage and driveway for the interior lot are an integral part of this special exception. If modifications are proposed subsequent to this approval, further approval from this Commission may be required. 15. The applicant shall place a 20-foot conservation easement along the northerly, southerly and westerly boundary to maintain the existing vegetation. 16. The large oak tree located in the front of lot 2 shall be protected throughout construction. 1540 Sullivan Avenue, South Windsor, CT 06074 TO (860) 644-2511 Ext 329 Planning@southWindsor-CT.gov GIS PIN 59700073 Lot#1 Miller Heights Subdivision 473 Miller Road South Windsor, CT Beginning at a 518"pin set in concrete located on the southerly street line of Miller Road, said point being the northeasterly corner of land now or formerly of William D. Akey & Margaret J_ Hart and the northwesterly corner of the parcel herein described- Thence 589'58'00"E along the southerly street line of Miller Road, a distance of 30-00 feel to an iron pin to be set; Thence S03'40'2I"W along the westerly line of Lot#2, a distance of 446.12 feet to an iron pin to be set; Thence N86°46'27"Vie along the northerly line of land now or formerly of Carole L. Flynn, a distance of 184.48 feet to a 5/8"I.R.; Thence N86°49'39"W along the northerly line of land now or formerly of Joseph M. Cooney, a distance of 192.92 feet to an iron pin to be set; Thence N11'30'01"E along the easterly lines of land now or formerly of Michael & Merna Hamadi and Harmandeep& Satainder Singh in part be each, a distance of 232.40 feet to an iron pin to be set; Thence 887404'22"E along the southerly lines of land now or formerly of Peter J. Jr. &Joan D. Beaudry and William D_ Akey &Margaret J. Hart in part be each, a distance of 288.80 feet to an iron pin to be set; Thence NI0'53'38"E along the easterly line of land now or formerly of William D. Akey &Margaret J. Hart, a distance of 215.00 feet to the point and place of beginning. Lot 91 contains 92,709 s.f. or 2.128 acres OWNER OF RECORD: Jacques Construction LLC Dated at South Windsor, Connecticut this 13th day of January, 2022. In accordance with CGS Section 8-3d Chairman Bart Pacekonis Planning & Zoning Commission Received for record this day of , 20 , at South Windsor, Connecticut ATTEST: y. - `5r 1540 Sullivan Avenue, South Windsor, CT 06074 Tel (860) 644-2511 Ext 329 Planning@SouthWindsor-CT.gov P.O.BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR.CI'06074 PHONE:860.291 .8755 FAX:860.291 .8757 www.designprofessiona1sinc.com CIVIL &TRAFFIC ENGINEERS I LAND SURVEYORS I PLANNERS /LANDSCAPE ARCHITECTS Ssrwnq Cannectlcut,Massachusetlz #Rhadg Island February 14,2022 Jeff Doolittle,P.E. Town Engineer 1540 Sullivan Avenue South Windsor,CT Re:App 21-53P —Miller Heights Subdivision Dear Mr.Doolittle, This letter is written to address your review comments dated December 28,202].The accompanying plan set incorporates our responses to these comments.For ease of your review,your initial comment is in italics, followed by our response in bold. Engineering has completed its review 0f the subject prajeet,and has the following cammentx and recammendmiorts: I .The prapored rain gardenr on bath lots need to collect stormwwer runojffmm the homes andpaved driveways to eheetively reduce stormwater runojf Add a note and/or show rumyffrom both houses roofleaders and driveways going to the rain gardens.Grade to drain arrows and additional spot shots are now shown on the plan directing runoff from the driveway parking and turnaround areas t0 the rain garden.See plansheetC-GDI. 2.Show a proposed invert elevationfor the sanitary sewer laterals at both houses. Sanitary lateral inverts are now indicated on the plan.See sheet C-GDI. 3.Narrow the median between driveways at the street line so the total driveway width at the street line is about 24-28feet. The median between the drives were reduced to allow for a 24’wide apron as requested. See sheet C-GDI. Please contact us with any questions. Sincerely, Daniel Hi Jameson,PE Project Manager u \1ahe47J6\Docs\Avphcuuumu’ZoPZC Suhmmmn 2 r FI’Chm-ck so tzozzvomhunn Retptumt-m Jr)Commons zlulroz‘l-t dncx G:\jobs\4736\Docs\Applications\PZC\4736 Request for filing extensions 2022-03-21.docx 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 March 21, 2022 Town of South Windsor Planning & Zoning Commission 1540 Sullivan Avenue South Windsor CT 06074 Re: Appl. 21-53P, Miller Heights Subdivision, 73 Miller Road Dear Commissioners: On behalf of our client, Jacques Construction, LLC, we hereby request two consecutive 90-day extensions for filing subdivision plans for the above-referenced application in the Town Clerk’s office. Thank you for your consideration. Sincerely, DESIGN PROFESSIONALS, INC. Benjamin P. Wheeler, PLA Director of Operations 860.291.8755 www.designprofessionalsinc.comeslgnI2]Jeffrey South Drive, Windsor, P.0. CT Box 06074 1167 rofessionals CIVIL &TRAFFIC ENGINEERS l LAND SURVEYORS l PLANNERS l LANDSCAPE ARCHITECTS Serving Connecticut,Maxxaclmxelrs,&Rlmde Island Serving Since 1986 March 29,2022 Ms.Michele Lipe,AICP Town Planner Town of South Windsor Planning Dept. 1540 Sullivan Avenue South Windsor,CT 06074 Re:Property Monumentation DPI Proj.:4736 Miller Heights Residential Subdivision Miller Road,South Windsor,CT Dear Ms.Lipe: Design Professionals,Inc.has completed the setting of iron pins and drill holes at all property corners that are depicted on the plans entitled:“Miller Heights Subdivision 73 Miller Road South Windsor,CT GIS No.59700073 Dated:11/22/21 Revised to 2/16/22 Scale:1":40’Sheet C—Si By:Design Professionals,Inc. Let us know if you need any additional information. Sincerely, Barr D.Clarke,L.S. Senior Project Manager C:\Job$\4736\Corresponden<e\Town 0f South Windsor\Pinning Leller\4736 Plnning Letter 2022*03e29.d0cx