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HomeMy WebLinkAboutApp 16-28P Clark Estates II TOWN OF SOUTH WINDSOR PLANNING & ZONING COMMISSION c> ' APPLICATION F R Application Number: �0' e Official Receipt Date: MAY � 2G16 Munis Application #: -2 b a SOUTH WINDSOR PLANNING DEPT. ' � Mannarino Builders, Inc . , c/o Robe ann.arino APPLICANT: 400 Chapel Road, Unit 3-F, South Windsor, CT 06074 860-289-7055 PROJECT NAME: Clark Estates II 100+/- Clark Street COMPLETE LOCATION OF PROPERTY:(being located on the east side of Clark Street and abutting the Manchester town line) OWNER OF RECORD ON LAND RECORDS: Estate of Charles C. Chaponis and OWNERS Helen A. Chaponis OWNER ADDRESS: 63 Burnham Street Extension, Manchester, CT 06040 GIS PIN # 204OR001 and a ZONE DRZ; Designed Residence Zone portion of 20400030 NAME, ADDRESS, TELEPHONE & EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Mannarino Builders, Inc., c/o Robert Mannarino, 400 Chapel Road, Unit 3-F, South Windsor, CT 06074 860-289-7055 ext. 1, rob@mannarinobuilders.com 1 hour Estimated presentation time: 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 ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Subdivision Section 3.3; Designed Residence Zone (DRZ) ® Special Exception to Tftble (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 Required) for ❑ Temporary and Conditional Permit Renewal 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 44A- y1 R prior to being heard by the Commission. ignature of App cant ignature of Pr per y O ner Print Name of Appli nt Print Name of Property Owner Besides the applicant, please send copies of any correspondence to: Revised 2/2014 Christian Alford, Alford Associates, Inc., P.O. Box 484, Windsor, CT 06095 email: calford@snet.net V _ _ • WILSON M.ALFORD,JR.,P.E.&L.S. ' ENGINEERS AF SIMMORS • CHRISTIAN L.ALFORD,P.E.&L.S. 200 PIGEON HILL ROAD ■ P.O.BOX 484 In WINDSOR ■ CT 06095 ■ PHONE(860)688-7288 ■ MARJORIEB-AA@SNET.NET Planning£&Zoning Commission i DATE: May 23, 2016 Ms. Michele Lipe, AICP, Town Planner Planning Department } Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 - - t Clark Estates II - 100+/-Clark Street Mannarino Builders, Inc. WE ARE FORWARDING: _ ,--_ a) 31sets of prints-plans for Site Plan (12 sheets), dated to May 20, 2016, prepared by Alford Associates, Inc. b) original & 2 copies of completed application for Site Plan & Special Exception (includes check list) c) application fee of$585.00 ($525 base + 60 State fee) d) 3 copies of Soil Report by REMA Ecological Services dated October 10, 2015 e) 3 copies of Narrative, dated March 14, 2016, prepared by Alford Associates, Inc. f) 3 copies of Traffic Report, prepared by DLS Traffic Engineering LLC,dated October 14, 2015 g) 3 copies of STORM DRAINAGE CALCULATIONS, prepared by Alford Associates, dated May 16, 2016 THIS TRANSMITTAL IS BEING MADE: ( IN RESPONSE TO YOUR REQUEST. IN RESPONSE TO A REQUEST OF FOR YOUR REVIEW AND COMMENT. _s FOR PROCESSING. RECEIVED MAY 2 3 2016 THE AMOUNT DUE FOR THIS ITEM IS: 4 INCLUDED IN THE ACCOMPANYING INVOICE. H�NOSORPLANNINGDEPT. COVERED BY YOUR REMITTING THE AMOUNT OF $ INCLUDED IN OUR INVOICE TO BE SUBMITTED. WE COMMENT AS FOLLOWS: VERY TRULY YOURS, Marjorie R. Begin cc: Rob Mannarino w/copies TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT Mannarino Builders, Inc. PROJECT NAME Clark Estates II This checklist must be signed by plan preparer (P.E./L.S.) declaring that all required information is provided. Items 1-7 are required for all applications; items 8-11 required where appropriate. Check mark for each item supplied. X 1. On each sheet for plans or maps, title block with the following information: X a. Name, address and telephone of applicant. X b. Name, address and telephone number of Land Surveyor or Professional Engineer. X c. Name of Development. X d. Date when drawings were made. X 2. Key Map: An overall map drawn to a scale of 1 inch equals either 100 feet or 200 feet. This map will show the overall design-of the Development and surrounding property within 500 feet. X a. Data block which gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, etc. X b. Outline of buildings. X c. Layout of streets. X d. Surrounding property boundaries-within 500 feet. X e. Names of abutting property owners. X f. Proposed open spaces and recreation areas. X g. Driveway cuts on abutting properties and any properties across from proposed site. X h. Distance to and name of nearest intersection street. X 3. Architectural Elevations: See attached checklist for Architecture and Design Review. 1 X 4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equals 40 feet on either of the following size sheets: (1) 24" x 36" with a 3/4" ruled margin; (2) 18" x 24" with a 1/2" ruled margin, containing the following data: X a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. X b. Proposed streets and street lines with center line station, curve data, and parking spaces. X c. Building lines in accordance with zoning regulations. X d. Proposed buildings and other structures, including signs, outside lighting, and dumpsters (on concrete pad and screened). X e. Easements, noting grantors, grantees, and purpose must be shown in table format, e.g. below Grantor Grantee Type of Date Filed Vol/Pg Easement X f. Names of abutting property owners. X g. Monuments will be indicated at corners and angles of all streets and at all points of curvature and tangency. The monumented points within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these CGS points shall be determined by the Town Engineer. X h. All open space or other common or public land uses shall be indicated. X i. A-2 certification; P.E./L.S. Seal. X 5. Topographic Map: A map drawn to a scale of 1 inch to 40 feet on sheets not exceeding 24 inches by 36 inches, including ruled margins shall in addition to the requirements of the plot plans show the following: X a. All existing and proposed buildings. X b. Curb Lines and pavement width, sidewalks. X c. Existing and proposed sanitary sewers. X d. Existing and proposed water and-all existing utilities. 2 X e. Present wooded area indicated by foliage lines. Any trees to be saved should be shown. X f. Existing and proposed contours shall be shown in not less than two-foot intervals, but in cases of relatively level land, the contours shall be one- foot intervals and spot elevations. X g . Regulated wetlands and 100-year floodplain or note that none are present. X h. Proposed storm drainage system, showing all catch basins, endwalls, manholes, lengths and sizes of pipes and elevations of structures. (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches, within Town ROW.) If plan/profile sheet is provided all of this does not need to be shown. Only top of frame elevations and inverts of open discharge pipe shall be shown on this plan. n/a i. Connections of all springs into proposed storm drainage system as needed. X j. Location and indications of existing brook channels, and 100-year flood limits. X k. A-2 &T-2 Certification; P.E & L.S. Seals. X 6. Landscaping plan X 7. Drainage calculations: - Zero Runoff Increase per attached guidelines. X 8. Traffic Report 9. Site Lighting Plan X 10. Plans and Profiles: A plan and profile of the proposed streets drawn on plan/profile paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet vertically on sheets not exceeding 24 inches by 36 inches, including ruled margins and containing the following: X a. Layout of streets in sections coordinated by stations with the profile. X b. Street plan showing roadways, drainage, sanitary sewer (including house sewer), foundation drains, lot lines, buildings.including all utilities with elevations (top frame and inverts), size, type, length, slopes of pipes. X c. Sight line at driveway &street intersections. 3 X d. Profile of roadway showing existing and finished grades. Roadway profile will show all tangent grade and all vertical curve information. X e. Profile will show all catch basins and all drainage lines between catch basins with all invert and top of frame elevations, sizes, lengths and slopes of pipes. n/a f. Where any storm drainage line discharges into an existing brook sufficient profile of this brook will be shown to determine conditions. X g. CGS datum shall be used on all sites accessible to these controls. The Town Engineer shall, based on standard engineering practices, determine the accessibility of these controls. X h. Profiles shall show all sanitary sewer Fines and manholes, including elevations, (inverts, top of frame) sizes, lengths, and slopes of pipes. Top of foundation elevations for building shall be shown. X 11. Open Space Site Improvement Plans: For sites which require or include a provision for open spaces, a plan which contains data for site improvement may be required. This map shall be drawn to a scale of 1 inch equals 40 feet. n/a 12. Sanitary Report: Where individual sanitary sewage disposal systems are proposed, the final plans shall include a Sanitary Report certified by a Professional Engineer. The report shall demonstrate the feasibility of the proposed individual systems. bU .,�,,, PLAN PREPARER (P.E./L.S.) DATE February 2002; Rev. 4-04 4 r . - � WILSON M.ALFORD,JR.,P.E.&L.S, ENGINEERS A SURVEYORS A PLANNERS CHRISTIAN L.ALFORD,P.E.&L.S. 200 PIGEON HILL ROAD €' P.O.BOX 484 a WINDSOR CT 06095 _-f PHONE(860)688-7288 13 FAX(860)688.3485 j CALFORD@SNET.NET CLARK ESTATES II NARRATIVE 100 CLARK STREET, SOUTH WINDSOR, CT PREPARED FOR MAY 2 3 2016 MANNARINO BUILDERS, INC. MARCH 14, 2016 SOUTH WINDSOR PLANNING DEPT. The site is a 8.75-acre parcel with 808 feet of frontage on the east side of Clark Street in South Windsor. The property is mostly open field with two barns. It is wooded where Quarry Brook abuts the north and east corners of the property. Clark Street is a minor collector road. The site is bordered to the northeast by Eversource Power Company property and to the south by the Manchester town line. Margaret Drive and Rugby Lane are on the west side of Clark Street. The existing house at the south corner of the property is not part of the development. See page A-1 The proposal is to change the zone from Rural Residence (RR) to Designed Residence Zone (DRZ). Twenty- two single-family detached residences served by a 1000 foot long private road are proposed. Open space is proposed between Clark Street and the developed area. Also, a sports field is proposed at the south portion of the property. A sidewalk is proposed along Clark Street. See page A-2. UTILITIES: The homes will be served by public sewer, water and gas which are available in Clark Street. The site is shown on South Windsor's Sanitary Sewer Service area map as Potential Future Sewer Service— areas not served today but could be connected to the sewer system. Storm drainage from the site will be directed to a detention pond at the north corner of the site. The stormwater will be released slowly from the pond before it enters the storm drainage system in Clark Street so that there will be no increase in flow off the property. TRAFFIC: A traffic report prepared by DLS Traffic Engineering LLC concluded that there will be no significant impact on the area roadways due to the proposed development. The DLS traffic report was based on 26 proposed homes and not the actual 22 homes currently proposed. The four less homes does not affect the traffic report. i m ru * „yam 001 •rF' I ro rtl u s xhl¢y9 t s,>•'' a� ^ �h': re Ir; ;4VIVII I � a h5 ���u Npi rl I�I ., .d yF�.,N 4M'�' .,�,• y iq yr Il rl IIII 'wu � III I.Iu � ,� .,r n a �' � Ir h I � ti vi~Mr�Ya"I rll�l II�: r '' ^• i �A M IId 3 V,h4 $" lr,, III 7 �'M2� °✓k �., ' ak<„�+ kNIP I� 7 a � I .�-` � ^" xkrlkv oury wkd*a I i ly ii r, v �k1, .: Pv�I�+W i Nu v x' I� II Iyx� har"' ".�'^���I rr a I Ilk ,.f�C„=' ,r• '^",�y� P r rw +nM r hmv :�I�° '� @ 9 ff I^ I,x9, ^rt rw, I "� ,ddW." 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" r l 11 drPl4 ' „r� 'aRWN I� 141 rsr n_,Mm�i II IG� ¢�:'N,pub i•`�#" i,,�,, �. ,�I i 1 x� � t:, e n ," I � m lylyy �'r.auu�+,�rla, < r la"dll 0, i ••• • s HAA REPORT DATE: October 10 2025- REMA ECOLOGICAL SERVICES, LLC PAGE 1 OF 3 164 East Center Street, Suite 8 Manchester,CT 06040 860.649.REMA(7362) ONE SITE SOIL INVESTIGATION WETLAND DELINEATION REPORT PROJECT NAME&SITE LOCATION: REMA Job No.: 151858-SwNg5- -I9.33-acre parcel Field Investigation Date(s): z0/2/20:L5 CLarle street Field Investigation Method(s): South WW dsor, CT ® Spade and Auger ❑ Backhoe Test Pits ❑ Other: REPORT PREPARED FOR: Field Conditions: Mawwavi'm g kttoters, Iwa. Weather: CLmo4 00s 400 Chapel Road Soil Moisture: Low-ncoderate South Wi.wdsor, CT 060-7:4 Snow Depth: w/a Attv.: Toold Mav%,war'Lwo Frost Depth:_w/a Purpose of Investigation: z Wetland Delineation/Flagging in Field ❑ Wetland Mapping on Sketch Plan or Topographic Plan ❑ High Intensity Soil Mapping by Soil Scientist ® Medium Intensity Soil Mapping from The Soil Survey of Connecticut Maps (USDA-NRCS) ❑ Other: Base Map Source: Cowwe0ttout SoU SurveU of Stte(web; I.tsrDA-NRCS) (attached) Wetland Boundary Marker Series: R,ES A 1 to R.E5-A-3 (ae►n. UK& and RES-IA-1 to RES-IA-4 (open UM) General Site Description/Comments: The "the stud1t area" is a rou�hLt��9_�93-acre resLdewt%all,U zone parceL, wLth frontaae ow G.arle street aLoW Lts western border. it is predoru.LnateLU a 2e►ntL14 gLML opT-RtLd that has bee,k eadeuLture since at Least the 1901 cewturU wooded and scrub shrub areas occur Ln Lts northern and easter, extent Two tobacco bans occur on the subieot praertU The soLls wLthLw the studu area are predomc KateLu undisturbed L, nature except for the plow Lawn The u,disturbed soLls are derLved from QLac' uVraL deaosLts CL.e. sb atLfLed sand N oraveL) The upland "tome" sd s are the weLL drained t tadew and Ewfie6d (32) soU series cowcpLex awct the wets draLwed Aeawanc W) soil serfes The wetLa,d "tape"soLLs are the poorLU drained dnteddz and Unt (:.o soU serks covupL Theo are assootated wLth wknLes hroole onLU a sKQLL seotion o f aa►iaw wetLa,ds was delineated o,the propertu at its easter, extent. Also the WhEM 1?'Yoolz corridor was delineated just Qff the prgertu to the north wear its cuLdert under aaylzstreet PAGE 2 OF 3 DATE:10/10/1b ON-SITE SOIL INVESTIGATION &WETLAND DELINEATION REPORT (CONTINUED) PROJECT NAME& SITE LOCATION: /- 9.33 Pores, ClPrlZ Street SoRth y4yt.dsOr, ar SOIL MAP UNITS Upland Soils 014,f4d sUt loans (32). This series consists of sleep, well drained sods formed in a coarse-silt mantle underlain bu sandU water deposited glacial outwash materials. TheU are level to verU steep sods or,outwosh plains and high stream terraces. The soils formed in loamy over stratified savudU and graveLIU glacial outwash derived mainl� from a varies of acid ro6zs. TUvpicall� these soils have a dariz grnUU sh brown silt loam surface laUer 2 inches thiL4Z. The subsoil from 2 to 26 inches is strong brown and light olive brown silt loam. The substratum from 20 to co inches is brown to reddish brown is stratified sand and gravel. Kave►- silt loam. (32). The Haven series consists of deep, well drained soils formed in a coarse-loavKU mantle underlain bU sandU water deposited glacial outwash materials. TheU are level to verb steep soils on outwsh plains and high stream terraces. The soils formed in loamu over stratified sandU and gravely glacial outwash derived mnivu[U front a varietU of acid crUstalline roc�Zs. TUupicall� these soils have a dMz OmULsh browvu silt loan& surface laUuer 2 inches tK6z. The subsoil from 2 to 26 inches is strovi.g brows and light olive brown silt loam.. The substratum front.20 to 6o inches is brown to reddish brown is stratified sand and gravel. AoClwaw Sa►add Wtm (29). This series consists of deep, well drained soils formed in a coarse-loamU mantle underlain bU sandUu water deposited glacial outwosh materials. Theo are level to vertu steep soils on outwash plains and high stream terraces. The soils formed in loamuu over stratified sand and gravely glacial outwash derived mainlu from avUstalline roe�zs. TUupicallU these soils have a dar�z grnUish brown fine sand loam surface lacer:Lj inches tKOZ. The subsoil from is to 26 inches is darle Uellowish brown and light olive brown fine sand loam. The substratum from 26 to 55 inches is olive and olive brown loamU fine sand. Below 55 inches it is stratified fine sand to gravely loamu sand. Wetland Soils UK&five saw,dd loavu. (107). The Lim series consists of verU deep, poorLU drained loam soils formed in alluvial sediments. Theo are nearLU level soils on flood plains and are subject to frectuent flooding. slope ranges from o to 3 percent. saturated hUaraulic conductMtU ranges from moderate[U low to moderateLU high in the solum and high or verU high in the sanddu substratum, which tpiealluu begins below 29 inches. Lim soils formed in recent alluvium derived from mixed erUstalline and seAmentarU roo�Zs. U t Yi,01Z silt loavu. (207). The LimeKi6z series consists of deep, poorlU drained soils formed in coarse-silt, alluvial sediments. TheU are nearly level soils on floodplains along low gradient rivers and streams, subieot to frec(uent flooding. Th6U are in relatWeLU low areas. The soils formed in recent alluvium derived from a varietu of c Ustalline and acid ror,-Zs. TUpicallU, the Limeric{Z soil has a verb dar�Z grnUish brown silt loam surface laUer o inches thicl'Z. The substratum from 8 to 00 inches consists of olive 0OU and dMZ OmU, mottled lacers of silt Loam and veru fine sand loam. SoilsReport-ClarkST-10-9-2015 [ y PAGE 3 OF 3 DATE:10/10/1� ON-SITE SOIL INVESTIGATION &WETLAND DELINEATION REPORT (CONTINUED) PROJECT NAME&SITE LOCATION: +/- 9.33 aore5, G.arle street south Wmdsor, CT SOIL MAP UNITS Any accompanying soil logs and soil maps, and the on-site soil investigation narrative are in accordance with the taxonomic classification of the National Cooperative Soil Survey of the USDA Natural Resource Conservation Service, and with the Connecticut Soil Legend (DEP Bulletin No.5, 1983), as amended by USDA-NRCS. Jurisdictional wetland boundaries were delineated pursuant to the Connecticut General Statutes (CGS Sections 22a-36 to 22a-45), as amended. The site investigation was conducted and/or reviewed by the undersigned Registered Soil Scientist(s) [registered with the Society of Soil Scientists of Southern New England(SSSSNE)in accordance with the standards of the Federal Office of Personnel Management]. Respectfully submitted, REMA ECOLOGICAL SERVICES,LLC George T. Logan, MS, PWS, CSE Registered Soil Scientist Field Investigator/Senior Reviewer SoilsReport-C1arkST-10-9-2015 N *44 A-Z Fm ga Wool M-4, MWA w Soil Map—State of Connecticut 100 Clark Street,South Windsor,CT) 7 700800 700900 p 701000 701100 701200 701300 701400 701500 701600 701700 41°4V21"N II ! 41°4921"N r �l IIuu �u 0 � III I i � o ,I 0 IX M .. f " d1 � 4 I', I O I'll. 41°490N °' 41°490"N 700800 700900 701000 701100 701200 701300 701400 701500 701600 701700 3 3 Map Sole:1:4,540 if printed on A landscape(11"x 8.5")sheet Meters N 0 50 100 200 300 n et Fe ■N1 0 200 400 800 1200 Map projection:Web Mercator Comer coordinates:WGS84 Edge tics:UTM Zone 18N WGS84 USDA Natural Resources Web Soil Survey 8/27/2015 -r Conservation Service National Cooperative Soil Survey Page 1 of 3 Soil Map—State of Connecticut 100 Clark Street,South Windsor,CT) MAP LEGEND MAP INFORMATION Area of Interest(AOI) Spoil Area The soil surveys that comprise your AOI were mapped at 1:12,000. Area of Interest(AOI)Soils Stony Spot Warning:Soil Map may not be valid at this scale. Very Stony Spot Soil Map Unit Polygons Enlargement of maps beyond the scale of mapping can cause Wet Spot misunderstanding of the detail of mapping and accuracy of soil line Soil Map Unit Lines placement.The maps do not show the small areas of contrasting Other 0 Soil Map Unit Points soils that could have been shown at a more detailed scale. r- Special Line Features Special Point Features Please rely on the bar scale on each map sheet for map I Blowout Water Features measurements. Streams and Canals Borrow Pit Source of Map: Natural Resources Conservation Service Clay Spot Transportation Web Soil Survey URL: http://websoilsurvey.nrGs.usda.gov Rails Coordinate System: Web Mercator(EPSG:3857) Closed Depression Interstate Highways Maps from the Web Soil Survey are based on the Web Mercator ' Gravel Pit US Routes projection,which preserves direction and shape but distorts distance and area.A projection that preserves area,such as the „ Gravelly Spot Major Roads Albers equal-area conic projection,should be used if more accurate Landfill Local Roads calculations of distance or area are required. a" Lava Flow Background This product is generated from the USDA-NRCS certified data as of the version date(s)listed below. Marsh or swamp Aerial Photography w Mine or Quarry Soil Survey Area: State of Connecticut Survey Area Data: Version 13,Oct 28,2014 Miscellaneous Water Soil map units are labeled(as space allows)for map scales 1:50,000 Perennial Water or larger. yr Rock Outcrop Date(s)aerial images were photographed: Mar 28,2011—Apr 18, - Saline Spot 2011 Sandy Spot The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background Severely Eroded Spot imagery displayed on these maps.As a result,some minor shifting Sinkhole of map unit boundaries may be evident. Slide or Slip o Sodic Spot usDA, Natural Resources Web Soil Survey 8/27/2015 '� Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map-State of Connecticut +/-100 Clark Street, South Windsor, CT Map Unit Legend State of Connecticut(CT600) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 12 Raypol silt loam 1.3 1.5% 15 Scarboro muck,0 to 3 percent 0.7 0.8% slopes 21A Ninigret and Tisbury soils,0 to 5 0.5 0.5% percent slopes 28A Elmridge fine sandy loam,0 to 3 0.2 0.2% percent slopes 29B Agawam fine sandy loam,3 to 8 7.2 7.9% percent slopes 32A Haven and Enfield soils,0 to 3 34.3 37.6% percent slopes 32B Haven and Enfield soils,3 to 8 12.9 14.2% percent slopes 37C Manchester gravelly sandy 3.5 3.8% loam,3 to 15 percent slopes 37E Manchester gravelly sandy 0.9 1.0% loam,15 to 45 percent slopes 82B Broadbrook silt loam,3 to 8 5.5 6.1% percent slopes 107 Limerick and Lim soils 3.8 4.1% 108 Saco silt loam 1.7 1.8% 232B Haven-Urban land complex,0 8.2 9.0% to 8 percent slopes 236B Windsor-Urban land complex,0 2.2 2.4% to 8 percent slopes 282B Broadbrook-Urban land 4.2 4.6% complex,3 to 8 percent slopes 306 Udorthents-Urban land 4.0 4.4% complex Totals for Area of Interest 91.1 100.0% usDA Natural Resources Web Soil Survey 8/27/2015 r Conservation Service National Cooperative Soil Survey Page 3 of 3 WILSON M.ALFORD,JR.,P.E.&L.S. I SURVEYORSENGINEERS A CHRISTIAN L.ALFORD,P.E.&L.S. 200 PIGEON HILL ROAD W P.O.BOX 484 D-WINDSOR E9. CT 06095 ffi PHONE(860)688.7288 IS FAX(860)688-3485 911 CALFORD@SNET.NET STORM DRAINAGE CALCULATIONS CLARK ESTATES II 100 CLARK STREET, SOUTH WINDSOR, CT PREPARED FOR MANNARINO BUILDERS, INC. MAY 16, 2016 The site is a 8.75-acre parcel on the east side of Clark Street in South Windsor. The property is an open field that has been used for agriculture. The proposal is to construct twenty-two single-family detached residences served by a 1000 foot long road. Open space is proposed between Clark Street and the developed area. Storm water from the proposed road will be collected in catch basins and carried in storm drainage pipes. These pipes have been sized to adequately carry the water. See STORM SEWER DESIGN, page B-1, AND WATERSHED PLAN, page B-2. Storm water from the proposed road will drain to a water quality basin. This basin is designed to treat the Water Quality Volume of 8160 cubic feet. See Water Quality Volume calculation, page A-2. Storm water entering the basin from the flared end will enter a sediment forebay where coarse sediment particles will settle out. Water leaving the forebay will flow through an elongated flow path to a lower wet area planted with wetland plantings. The volume of the entire basin is 14,950 cubic feet. Storm water will leave the basin through an outlet structure consisting of a catch basin and a stone trench. The stone trench consists of a perforated pipe surrounded by stone and wrapped in filter fabric. Water enters the top of the stone and is filtered through the fabric and stone to the pipe which is connected to the outlet structure. For larger storms storm water will leave the basin through an orifice in the outlet structure. For storms larger than the 100-year storm, the water level will rise up and exit through a grate in the top of the outlet structure See basin calculations, page C-1. Storm water will be piped from the outlet structure to a storm manhole in Clark Street. The detention basin is designed so that there will be no increase in the peak flow from the property. See PEAK FLOW OFF OF THE PROPERTY CALCULATION, page A-3. WATER QUALITY VOLUME CALCULATION The water quality volume (WQV) is the amount of stormwater runoff from any given site that should be captured and treated in order to remove a majority of stormwater pollutants on an average annual basis. See 2004 Connecticut Stormwater Quality Manual, page 7-4. The following is the water quality volume for the area draining to the water quality basin. WQV = (1")(R)(A) / 12 Where: WQV = water quality volume (ac-ft) R = volumetric runoff coefficient = 0.05 + 0.009(I) I = percent impervious site coverage A = site area in acres R = 0.05 + 0.009(I) = 0.05 + 0.009(27) = 0.29 WQV = (1")(R)(A) / 12 _ (1")(0.29)(7.64) / 12 = 0.19 acre-ft = 8160 cu. ft. Page A-2 PEAK FLOW OFF OF THE PROPERTY CALCULATION EXISTING CONDITIONS: AREA (A) = 10.76 ACRES RUNOFF- COEFFICIENT (C) = 0.32 RAINFALL INTENSITY (30 MIN STORM) (inches per hour) = i FLOW = ACi = Q cubic feet per second (CFS) Storm Flow (years) A C i (CFS) 2 10.76 0.32 1.7 5.85 10 10.76 0.32 2.7 9.30 25 10.76 0.32 3.3 11.36 50 10.76 0.32 3.7 12.74 100 10.76 0.32 4.0 13.77 PROPOSED CONDITIONS: AREA NOT DETAINED (A) = 1.5 ACRES RUNOFF COEFFICIENT (C) = 0.41 RAINFALL INTENSITY (30 MIN STORM) (inches per hour) = i FLOW = ACi = Q cubic feet per second (CFS) For flow through basin, see pages C-1. Flow Flow Not Through Total Storm Detained Basin Flow (years) A C i (CFS) (CFS) (CFS) 2 3.13 0.34 1.7 1.81 2.14 3.95 10 3.13 0.34 2.7 2.87 3.30 6.17 25 3.13 0.34 3.3 3.51 3.81 7.32 50 3.13 0.34 3.7 3.94 4.10 8.03 100 3.13 0.34 4.0 4.26 4.29 8.55 SUMMARY: Existing Proposed Change The flow of water off the property will be Storm Flow Flow in Flow reduced. (years) (CFS) (CFS) (CFS) 2 5.85 3.95 -1.91 10 9.30 6.17 -3.13 25 11.36 7.32 -4.04 50 12.74 8.03 -4.71 100 13.77 8.55 -5.22 Page A-3 PEAK FLOW OFF OF THE PROPERTY CALCULATION EXISTING CONDITIONS: AREA (A) = 10.76 ACRES RUNOFF COEFFICIENT (C) = 0.32 RAINFALL INTENSITY (30 MIN STORM) (inches per hour) = i FLOW = ACi = Q cubic feet per second (CFS) Storm Flow (years) A C i (CFS) 2 10.76 0.32 1.7 5.85 10 10.76 0.32 2.7 9.30 25 10.76 0.32 3.3 11.36 50 10.76 0.32 3.7 12.74 100 10.76 0.32 4.0 13.77 PROPOSED CONDITIONS: AREA NOT DETAINED (A) = 1.5 ACRES RUNOFF COEFFICIENT (C) = 0.41 RAINFALL INTENSITY (30 MIN STORM) (inches per hour) = i FLOW = ACi = Q cubic feet per second (CFS) For flow through basin, see pages C-1. Flow Flow Not Through Total Storm Detained Basin Flow (years) A C i (CFS) (CFS) (CFS) 2 3.13 0.34 1.7 1.81 2.14 3.95 10 3.13 0.34 2.7 2.87 3.30 6.17 25 3.13 0.34 3.3 3.51 3.81 7.32 50 3.13 0.34 3.7 3.94 4.10 8.03 100 3.13 0.34 4.0 4.26 4.29 8.55 SUMMARY: Existing Proposed Change The flow of water off the property will be Storm Flow Flow in Flow reduced. (years) (CFS) (CFS) (CFS) 2 5.85 3.95 -1.91 10 9.30 6.17 -3.13 25 11.36 7.32 -4.04 50 12.74 8.03 -4.71 100 13.77 8.55 -5.22 Page A-3 i NOT DET 1 ` 2.79 AC ` 'k I s' t r , C ltr+ � w +v �d r`I �� Iry �< �� . „ 051�� � "- xw VO �. CB , YD#1 yorvS» IG�r �, x',. ^ a Jb no a b h r' a AC, 8 e"tlFf Iluy ".: ✓ tl s I'itl v �' 'wy V �w.` f,<d R t 0.58 AC r .,.a..,:. lkj It -0I A a C #1 0 24 AC' 1 CB#6 tr � �ry 23 AC —�.l�' CB#211: YD 2 CBk7 YD j�18 AC 0.86 AC fli 0.25. � t% �I �� I 016' AC ". Oil I I 71 rl� I L". rv� Vullil M »^ Ile EX—DRAIN I r�r " 10.76 A 4L ., "y° 9 s d " �yl ,• Oil CB 1, $ 9 0 30 A4 �� li I : I t CB 1 C 046 AC Q:25 N� � „� 0 2fi � " I , 4 rvu dVfu Sri, u BAS ' ... 1r 1 V#3 + .y 1.41 � . ,u rS„rn wa�1 I + N' ">o✓ w�f� S '� / h3� .Jz,�#♦ ��" „m,ria x Irc� 4 I r '� n .14 mr•��� Iyq�d'W � . � �"I „�S� q�I, ,F n �y..,. .. v AC „�`•,'k'�s• „,"���j"!p'.""jl p« I w, a." ^ �# ",�' .,^ A.,��„{• � I .,."„... na., ��''^`_ yx,ry :x,\ a mux 7�i„,,,,�� {I. w mm.. , .,,„».�".. »«„ '.a.. r � .,.,,...-...,. `v •' " -<v: I,,,,,,,, -0 ,r,:x,,,. ,.,: eC .t+ n "`*'+'�"+Y �{ by .,•uy P I ,a �"k°y a +, «.xp,.e.,. E' Hydrograph Return Period ReC&yPflow Hydrographs Extension for AUtoCADO Civil 3D®2011 by Autodesk,Inc.v8 Hyd. Hydrograph Inflow Peak Outflow(cfs) Hydrograph No. type hyd(s) Description (origin) 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr 1 Rational ------ 5.272 5.974 ------- 7.380 9.489 11.60 13.00 14.06 To Basin 2 Reservoir 1 1.750 2.137 ------- 2.697 3.298 3.813 4.095 4.292 From Basin Proj. file:2016-05-16 Clark Il.gpw Tuesday, May 17, 2016Page C-1 Pond Report Hydraflow Hydrographs Extension for AutoCADO Civil 3D0 2011 by Autodesk,Inc.v8 Tuesday,May 17,2016 Pond No. 1 - Basin Pond Data Contours-User-defined contour areas.Average end area method used for volume calculation. Begining Elevation = 112.00 ft Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cuft) Total storage(cuft) 0.00 112.00 1,690 0 0 1.00 113.00 2,868 2,279 2,279 2.00 114.00 5,098 3,983 6,262 3.00 115.00 6,162 5,630 11,892 4.00 116.00 7,275 6,719 18,611 5.00 117.00 8,454 7,865 26,475 6.00 118.00 9,690 9,072 35,547 7.00 119.00 10,984 10,337 45,884 Culvert/Orifice Structures Weir Structures [A] [B] [C] [PrfRsr] [A] IB] [C] [D] Rise(in) = 15.00 6.00 8.00 0.00 Crest Len(ft) = 1.70 0.00 0.00 0.00 Span(in) = 15.00 6.00 8.00 0.00 Crest El.(ft) = 117.50 0.00 0.00 0.00 No.Barrels = 1 1 1 0 Weir Coeff. = 3.33 3.33 3.33 3.33 Invert El.(ft) = 112.50 112.50 114.00 0.00 Weir Type = 1 --- --- --- Length(ft) = 44.00 0.00 0.00 0.00 Multi-Stage = Yes No No No Slope(%) = 1.00 0.00 0.00 n/a N-Value = .013 .013 .013 n/a Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(in/hr) = 0.000(by Wet area) Multi-Stage = n/a No No No 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/Discharge Elev(ft) 8.00 120.00 6.00 118.00 4.00 116.00 2.00 114.00 0.00 112.00 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 Total 0 Discharge(cfs) Page C-2 Hydrograph Report ti Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2011 by Autodesk, Inc.v8 Tuesday,May 17,2016 Hyd. No. 1 To Basin Hydrograph type = Rational Peak discharge = 5.974 cfs Storm frequency = 2 yrs Time to peak = 30 min Time interval = 1 min Hyd. volume = 14,357 cuft Drainage area = 7.640 ac Runoff coeff. = 0.46 Intensity = 1.700 in/hr Tc by User = 30.00 min OF Curve = HARTFORD.IDF Asc/Rec limb fact = 1/1.67 To Basin Q (cfs) Hyd. No. 1 --2 Year Q (cfs) 6.00 6.00 5.00 5.00 j< 4.00 4.00 3.00 3.00 2.00 2.00 1.00 - 1.00 0.00 0.00 0 10 20 30 40 50 60 70 80 Hyd No. 1 Time(min) Page C-3 Hydrograph Report Hydraflow Hydrographs Extension for AutoCADO Civil 3DO 2011 by Autodesk,Inc.v8 Tuesday,May 17,2016 Hyd. No. 2 From Basin Hydrograph type = Reservoir Peak discharge = 2.137 cfs Storm frequency = 2 yrs Time to peak = 62 min Time interval = 1 min Hyd. volume = 13,192 cuft Inflow hyd. No. = 1 - To Basin Max. Elevation = 114.59 ft Reservoir name = Basin Max. Storage = 9,589 cuft Storage Indication method used. From Basin Q (cfs) Hyd. No. 2 --2 Year Q (cfs) 6.00 6.00 5.00 — 5.00 4.00 4.00 3.00 3.00 2.00 2.00 4� 1.00 ,,, 1.00 0.00 - -- 0.00 0 40 80 120 160 200 240 280 320 360 . Hyd No. 2 Hyd No. 1 L? Total storage used = 9,589 cult Time(min) Page C-4 Hydrograph Report Hydraflow Hydrographs Extension for AutoCADB Civil 3D®2011 by Autodesk,Inc.v8 Tuesday,May 17,2016 Hyd. No. 1 To Basin Hydrograph type = Rational Peak discharge = 9.489 cfs Storm frequency = 10 yrs Time to peak = 30 min Time interval = 1 min Hyd. volume = 22,802 cuft Drainage area = 7.640 ac Runoff coeff. = 0.46 Intensity = 2.700 in/hr Tc by User = 30.00 min OF Curve = HARTFORD.IDF Asc/Rec limb fact = 1/1.67 To Basin Q (cfs) Hyd. No. 1 -- 10 Year Q (cfs) 10.00 10.00 8.00 8.00 6.00 6.00 4.00 4.00 2.00  2.00 0.00 -__ 0.00 0 10 20 30 40 50 60 70 80 Hyd No. 1 Time(min) Page C-5 Hydrograph Report Hydraflow Hydrographs Extension for AutoCADO Civil 31D®2011 by Autodesk, Inc.v8 Tuesday,May 17,2016 Hyd. No. 2 From Basin Hydrograph type = Reservoir Peak discharge = 3.298 cfs Storm frequency = 10 yrs Time to peak = 63 min Time interval = 1 min Hyd. volume = 21,626 cuft Inflow hyd. No. = 1 - To Basin Max. Elevation = 115.42 ft Reservoir name = Basin Max. Storage = 14,723 cuft Storage Indication method used. From Basin Q (cfs) Hyd. No. 2-- 10 Year Q (cfs) 10.00 10.00 8.00 8.00 6.00 6.00 4.00 — 4.00 2.00 2.00 0.00 .: 0.00 0 30 60 90 120 150 180 210 240 270 300 330 360 Hyd No. 2 Hyd No. 1 FEE= Total storage used = 14,723 cult Time(min) Page C-6 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2011 by Autodesk, Inc.v8 Tuesday,May 17,2016 Hyd. No. 1 To Basin Hydrograph type = Rational Peak discharge = 14.06 cfs Storm frequency = 100 yrs Time to peak = 30 min Time interval = 1 min Hyd. volume = 33,780 cuft Drainage area = 7.640 ac Runoff coeff. = 0.46 Intensity = 4.000 in/hr Tc by User = 30.00 min OF Curve = HARTFORD.IDF Asc/Rec limb fact = 1/1.67 To Basin Q (cfs) Hyd. No. 1 -- 100 Year Q (cfs) 15.00 15.00 12.00 12.00 9.00 9.00 Ak<:. 6.00 6.00 3.00 -- 3.00 0.00 0.00 0 10 20 30 40 50 60 70 80 Hyd No. 1 Time(min) Page C-7 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2011 by Autodesk, Inc.A Tuesday,May 17,2016 Hyd. No. 2 From Basin Hydrograph type = Reservoir Peak discharge = 4.292 cfs Storm frequency = 100 yrs Time to peak = 65 min Time interval = 1 min Hyd. volume = 32,591 cuft Inflow hyd. No. = 1 - To Basin Max. Elevation = 116.49 ft Reservoir name = Basin Max. Storage = 22,430 cuft Storage Indication method used. From Basin Q (cfs) Hyd. No. 2 -- 100 Year Q (cfs) 15.00 15.00 12.00 12.00 9.00 9.00 6.00 6.00 3.00 _ 3.00 0.00 0.00 0 40 80 120 160 200 240 280 320 360 �- Hyd No. 2 Hyd No. 1 1 -= Total storage used =22,430 Cuft Time(min) Page C-8 DLS Traffic Engineering LLC 14 Bent Road Windsor,Connecticut 06095 Telephone: 860.298.9316 dspearndlstraffic.com Fax: 860.219.9316 October 14, 2015 MAR 16 2016 Robert Mannariizo SOUTH WINDSOR PLANNING DEPT. annarino Builders,Inc. 400 Chapel Road, Suite 3-F South Windsor, CT 06074 Re: Traffic Statement Proposed 26-Lot Residential Development Chaponis Property- 100 Clark Street South Windsor, Connecticut Dear:Rob: DLS Traffic has completed its study of the traffic aspects of the proposed development of 26 single family homes at 100 Clark Street in South Windsor, Connecticut. The site is located on. the east side of Clark Street and borders the Manchester town line. Access to the site will be from a U-shaped road on the east side of Clark Street. The southerly proposed roadway will intersect Clark Street opposite Margaret Drive. The proposed use is a small traffic generator from a traffic engineering point of view. Site generated traffic will typically occur during the roadway peak hours. Available counts on Clark Street indicate that the p.m. peak hour has significantly higher traffic volumes than the a.m. peak- hour. Accordingly,our analysis will be limited to the p.m. peak hour. Clark Street does not carry high volumes and will be able to accommodate traffic from the proposed development. Scope -This report was prepared to determine the impact, if any,of the proposed development of 26 single family homes at the sul?ject site. We completed a site visit to observe existing conditions and record roadway geometrics and characteristics. We also reviewed ConnDOT count data in the vicinity of the site. P.M. peak hour trip generation estimates were made based on Institute of Transportation Engineers trip generation data for single family homes. These trips were distributed to area roads based on existing travel patterns. For ease of computation and presentation, all site traffic was assigned to the Clary Street/Margaret Drive intersection(the northerly site drive intersection will operate as good or better than the Clark Street/Margaret Drive intersection modeled with all of the site traffic). Flow diagram for the volume development were prepared. Capacity analysis was completed for the study intersection with projected background volumes and with combined volumes. DLS Traffic Robert Mannarino October 14,2015 Page Two Background Conditions - The,site is located on the east side of Clark Street opposite Margaret Drive, adjacent to the Manchester town line and north of Chapel Road. Land use in the area is residential. Clark Street is a minor collector road running from Chapel Road to Pleasant Valley Load and northerly. At Margaret Drive, Clark Street is 30 feet wide with a 12-foot travel Lane and a 3-foot shoulder provided in each direction. The posted speed limit on Wolcott Road in the vicinity of the site is 30 mph. In August 2012, South Windsor Police pleasured the 851h percentile speed on Clark Street between Deming Street and Stanley Street at 42.4 mph. The 85' percentile speed on Clark Street near the site is expected to be similar. .Margaret Drive intersects Clark Street from the west under stop sign control. Margaret Drive is 26 feet wide. The posted speed limit on Margaret Drive is 25 mph. Background Volumes - The ConnDOT count database for South Windsor was reviewed. No current ConnDOT count stations are located in the vicinity of the site. However, in April 2010 ConnDOT completed an ATR count on Clark Street south of Pleasant Valley Road that showed an ADT of 4000 with an a.m.peak hour volume of 272 and a p.m. peak hour volume of 449. Because the p.m.peak hour volume is significantly higher than the a.m. peak hour,our analyses are limited to the p.m_ peak hour. In October 2015, we completed manual p.m. peak period turning movement counts at the. Clark Street/Margaret Drive intersection. On Clark Street north of Margaret Drive,we recorded 441 vehicles from 4:15 to 5:15 p.m. The upper left portion of Figure 1 graphically depicts the 2015 existing volume turning movements at the subject intersection. Intersection Sight Distance(ISD)-The intersection sight distance looking left and right from Moth site drives on Clark Street is over 600 feet. The posted speed limit on Clark Street is 30 mph. ConnDOT guidelines indicate 335 feet of ISD should be available for 30 mph. The approximate 851h percentile speed on Clark Street is 42.4 mph. ConnDOT guidelines indicate that 500 feet of ISD is needed for 45 mph. Therefore,the intersection sight distances from the proposed drives on Clark Street are good for the posted speed limit and for 85`h percentile speeds. Projected Background Volumes -The 2016 projected background volumes are shown in the upper right portion of Figure 1. Projected background volumes include a 2%annual growth factor to 2016 plus traffic passing the site from Clark Estates(18 single family homes under construction north of the site). LS Traffic Robert Mannarino October 14, 2015 Page Three Trim Generation -The trip generation for the proposed residential development was based on data from the Institute of Transportation Engineers. Trip Generation Manual (see Attachment A-1). Using ITF_, equations for single family detached housing. 31 p.m. peak hour trips are estimated (20 entering, I 1 exiting). The site generated traffic was distributed to Clark Street based on existing travel patterns (65/o to/from the south;35%to/froth the north). Again,all traffic was shown at.the southerly drive. Site traffic at the northerly drive will be less than the total traffic modeled at the southerly drive. The lower left portion of Figure I shows the distributed site generated traffic. Combined Volumes-The 2016 combined volumes are shown in the lower right portion of Figure 1. The 2016 combined volumes were obtained by adding the distributed site generated traffic to the 2016 projected background volumes. Capacity Analysis-The 2016 capacity analysis was completed using the volumes shown in the flow diagrams from figure L Levels of service run from"A"to"F"with "A"being the best with little or no control delay and"F"being the worst with long delays. The 2016 p.m. peak hoar projected background capacity analysis shows level ofservice"A"on Clark Street and level of service"B"on Margaret Drive (see Attachment A-2). Similarly, the 2016 p.m:. peak hour combined capacity analysis shows level of service"A"on Clark Street and level of service"B"on Margaret Drive and on the site drive (see Attachment A-3). The northerly site drive intersection with Clark Street will operate as good or better than the Clark Street/Margaret Drive intersection as analyzed above. Conclusion - Twenty six new homes are proposed at 100 Clark Street in South. Windsor. Background volumes on area roadways are moderate. Intersection sight distances available at the exit drives are good for 85"'percentile speeds and for the posted speed limit allowing exiting vehicles to see and be seen by oncoming traffic. The proposed use is a small traffic generator that can easily be accommodated by area roadways. Levels of service on area roadways will remain at "B" or better after the proposed development is fully occupied. There will be no significant impact on area roadways due to the proposed development. DLS Traffic Robert Mannarino October 14, 2015 :Page lour We trust that the above information will be useful in your understanding of the traffic aspects of the proposed development. We appreciate having been of service to you oil this project. Should you have any questions concerning this report, please feel free to contact this office. ��rwwarNp Very truly yours, of CQN�y DLS Traffic ,c�+�.,�p • 0 . David L. Spear, P.F. Principal "° ,„ Attachments Ll LU aT Wcr cote 4-1 b 4j MARGARET DRIVE 41 ' MARGARET DRIVE 41 13J' "' 13 - cv 4 4 cr U U 2015 EXSTIN.G VOLUMES 2016-PROJECTED BAC:KGRCQUi ©VOLUMES Sl_TETRAFFIC F- Enter 20 Ell Exit 11 W ct Uj Totat 31 co r� AL 4 4 4J b 1p 7 4J b LD 7 MARGARET DRIVE SITE DRIVE MARGARET DRIVE SITE DRIVE 41 ro 13 -'' +1 It ro U U DISTRIBUTED SITE TRAFFIC 2016_COMBINED_VOLUMES 100 Clark Street South Windsor,Connecticut LEGEND: Flow DiagramsScale:NTS Drawn b :DLS ° xx-P.M.Peak Hour Volume vt..S Trx7fc.Engineering LL('-' Ghkd by:EAS Date: 10/14115 Windsor,CT 06095 Pro'.No. 1528 ($$0)298-9315 Figure No. 1 Attachments Single-Family Detached Housing Ij Single-Family Detached Housing (210) (210) Average Vehicle Trip Ends vs: Dwelling Units Average Vehicle Trip Ends vs: Dwelling Units On a: Weekday, On a: Weekday, Peak Hour of Adjacent Street Traffic, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. { One Hour Between 4 and 6 p.m. Number of Studies: 292 Number of Studies: 321 Avg.Number of Dwelling Units: 194 Avg,Number of Dwelling Units: 207 Directional Distribution: 25%entering,75%exiting Directional Distribution: 63%entering,37%exiting _.., ...... Trip Generation per Dwelling Unit Trip Generafion per Dwelling Unit ., lvzrag Rat Range of Rates t Average Rate - Standard Deviation R n n of Rates ..... __.___.,. g Standard Deviation .._..... 0.75 µ� _ 0.33 2 27 1.00 0.90 _ 0.42 2.95 Data Plot and Equation Data Plot and Equation 3.003 _..�....�.___�_......_,_......_.....,._.__...�„_. p; i hl r l r i i "x \�>A Ke ty I C moo 8ft"3 3600 0 IGoO 309^ X tr Number of DlveIIing Units X=Number of muefting units X Arnrat Dal)Paints. "'—'-- Pnlad Curve " Actual Data Points..._._... Average Rate Fftterl Curve ...... Average pate Pitted Curve Equation: T_0.70(X) 9.74 R2 a 0.89 Fitted,Curve Equation: Ln(T) 0.90 Ln(X)+0.51 R2 0 0.91 ..�� 298 Trip Generation.91it Edition 6 institute of Transportation Engineers 7np.Genera6un,9th Edition+ Institute o(TranspnrL-,tinn Enoinerrs 707 �', 3.��-; fix'" X 'L L:ate • h 4 rs +; „S tY Yi #' i f G - 6: Mn 5 General Information Site Information Analyst DLS y Intersection Clark St/Margaret Dr Agency/Co. DLS Traffic Jurisdiction South Windsor,CT - Date Performed 10/14/2015 East/West Street Margaret Dr Analysis Year 1 2016 North/South Street Clark Street Time Analyzed PM Pk Hr-Projected BG Peak Hour Factor 0.92 Intersection Orientation North-South Analysis Time Period(hrs) 0.25 Project Description 100 Clark Street Lanes J d -1- # L t It p �ji -4 Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 . 7 = 8 9 1U 1 2 3 4U 4 5 6 (Number of Lanes 0 0 0 0 0 0 0 0 1 0 0 0 1 0 Configuration LR LT TR Volume(veh/h) 13 4 14 272 156 1 20 Percent Heavy Vehicles 0 0 { 0 Proportion Time Blocked I Right Turn Channelized No No No No Median Type Undivided Median Storage Delay, Queue Length, and Level of Service Flow Rate(veh/h) 18 311 Capacity 574 1394 v/c Ratio 0.03 0.22 9S%Queue Length 0.1 0.0 Control Delay(s/veh) 11.5 7.6 Level of Service(LOS) B A Approach Delay(s/veh) 11.5 0.5 Approach LOS B p Copyright cp 2015 University of Florida.All Rights Reserved. HCS 201010 TWSC Version 6.70 Generated: 10/14/2015 5:25:56 PM CSMDPB.xtw A-Z General Information Site Information Analyst DLS Intersection Clark St/Margaret Dr/Site Agency/Co. DLS Traffic Jurisdiction South Windsor,CT Date Performed 10/14/2015 East/West Street Margaret Dr/Site Dr Analysis Year 2016 North/South Street Clark Street Time Analyzed PM Pk Hr-Combined Peak Hour Factor 0.92 Intersection Orientation North-South Analysis Time Period(hrs) 0.25 Project Description 100 Clark Street Lanes A-. 4- Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 0 0 0 0 1 0 0 0 1 0 Configuration LR LR LTR LTP Volume(veh/h) 13 4 7 4 14 [ 272 13 7 156 20 Percent Heavy Vehicles 0 0 0 0 0 0 Proportion Time Blocked Right Turn Channelized No No No No Median Type Undivided Median Storage Delay,Queue Length, and Level of Service Flow Rate(veh/h) 18 12 15 8 Capacity 506 520 1394 1262 v/c Ratio 0.04 0.02 0.01 0.01 95%Queue Length 0.1 0.1 0.0 0.0 Control Delay(s/veh) 12A i2.1 7.6 7.9 Level of Service(LOS) B B A A Approach Delay(s/veh) 12.4 12.1 0.4 0.4 Approach LOS B g A A Copyright UO 2015 University of Florida.All Rights Reserved. HCS 20101m TWSC Version 6.70 Generated:10/14/2015 5:34:52 PM CSMDPC.xtw A - 3 va. 2019PAGE 201 PLEASI:RETURN''(): BARLOW&MURPI IY,LLP 172 EAST CENTER ST 322 MANCHESTHR,CT 06040-5208 QUIT CLAIM DEED KNOW YE,THAT I,SYLVESTER J. CHAPONIS,of the Town of South Windsor, County of Hartford,and State of Connecticut,for NO CONSIDERATION,grant to HELEN A, CHAPONIS,of the Town of South Windsor,County of Hartford,and State of Connecticut,with QUIT CLAIM COVENANTS any and all such right and title as 1 have or ought to have in: An undivided one-half interest in an to those two certain lots of land situated in the Towns of Manchester and South Windsor,County of Hartford and State of Connecticut,being more particularly bounded and described as follows,to wit: FIRST PARCEL: Parcel identified as Second Lot in a deed referenced below: Second Lot: Situated in the Towns of South Windsor and Manchester,and bounded: NORTHERLY: by land of R.W.Skinner; EASTERLY: by land of Bert Lewis; SOUTHERLY: by Highway known as Burnham Street;and WESTERLY: by Highway and land of R.W.Skinner, Containing thirty(30)acres,more or less. SECOND PARCEL: Parcel identified as Third Lot in a deed referenced below: Third Lot: Situated in the Town of'South Windsor and bounded: NORTHERLY: by land now or formerly of William F.Lawler; EASTERLY AND SOUTHERLY: by land now or formerly of Robert Burnham;and WESTERLY: by the Highway Containing ten(10)acres,more or less. Being a portion of the premises conveyed by Quit Claim Deed from Sylvester J.Chaponis to Sylvester J.Chaponis and Helen A.Chaponis,as Joint Tenants,dated October 29,2002 and recorded October 30,2002 in Volume 2513 at Page 116 of the Manchester Land Records;and Volume 1540 at Page 10 of the South Windsor Land Records. COt�YE.IM(c0-T,4 x��c C-0i Ell I 1 of 2 LocAL l��• 65970002 TyPe LAN Doc ID: 0011 Book 2019 Page 201 - 202 _ - File# 322 TOV,ii CLLaK OF va. 2019PAGE 202 Signed this 23"'day of January,2009, C Sylvester J. 14onis II'iliM id,clir nt Di STATE OF CONNECTICUT) ss: Manchester January 23,2009 COUNTY OF HARTFORD ) Personally appeared Sylvester J.Chaponis,signer of the foregoing instrument,and acknowledged the same to be his free act and deed,before me. -►.-r. . P 6:zl . .-, Malcolm F.Barlow Comm.of the Superior Court Grantee's Address: 81 Clark Street South Windsor,CT 06O74 RECEIVED FOR RECORD Q ja GO AT 3 ',—2 5/.)m RECORDED IN SOUTH WINQSOR,CT BYE r'>f►tvY � � onr� A TOWN CLERK Page 2 of 2 GRAPHIC SCALE N/F CONNECRCUT LIGHT&PO*ER COMPANY- '--11e (IN FEET) I =49L ��RES to-t RES iA-2 cur 3-6 FEET THE LOCAROWS OF UNDERGROUND U77U17ES ARE APPROXIMAT AN ALL URl/RESJ.IAY NOT BE SHONM PRIOR--TO.CONSTRUCRC CONTRAGE TORO SHALL J' eE",: ' . L'AI.L'/-B00-922-4455 AND HAVE URYhAES MARKED'-M THE--WOMD. CUT r 0—3 FEET - T0 FILL 0-3 FEET FILL 3-6 FEET FILL 6-9 FEET Al } I APPLICANT h CONTACT PERSON: \ MA NNARWO BUILDERS,INC g /R06ERT MANNA 0 •'-'�+,_._.__ WG 400 CHAPEL ROAD,UNIT 3-F O055- 4 SOUTH NBW-2 0607 Z 7EL.N0.860-289 7121 -s FAX NO.560-2B9-7i21 OWNERS: ••q-:`} ESTAIF OF CHARL£S C.CHAPONfS ��•o+W A,`T H£LEN CHAPOAYS \ \ iID}fASEB}125.8 �' MAILING ADDRESS: EXTENSION No.934E - ' O q}5 _ - • fig-fez 11tElbE Dj /•dB' wnttx ''• MANCHESIER,C £06040 G ,, N/F CONNECRCUT 11GHi&PoINER COMPANY 6 _ - fly M+ No 9314 TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. LS NO.9344 NOT VALID WITHOUT A LIYF SIGNATURE ANU�SEAL % 111 CCff A M1y �h�eP fG + +�',• � @� CM ENGAOM DATE:MAY 16,2076 13 m� SCALE:1 IN. 40 FT. NRN 1'OEEP PoP-RAP '•. FPa 0A_y' ;$Sq:-j`,.'S \ 3E F�Z \ WREi SIRUCR/RF fI "�-- % ' ••F ` (i'riy' L`�02d � �"'A� >F If6.5G �� ',• �ji?'�Q101 BD b L MY Ax�ic9 zo•Lalc � ' _i; (���"i N Ak'a, fE1JR'ADWLENY iD fERM y >, :—�•_ _ 2 {% S p4. '2 U (213 fFEn wmrGvwrmgii7 1 22 W oa A� r�r 1�---'\ � jj``•• ;i cF.�tp� `, n _ � I •,` I TGy��o ¢ _ �� Ft 10"Ii1pE EMEFfp(CY S4LLWAY _ _�,.J• 3F�ED N - k1EV.= 7.G -���`, qR n I,. kes A-3 - n , I � - - o s 92 41 W W U rD WATFff auwn ea9N ,.y: i >9iyey�°.* 'S- (rwrcu OF a) t •1 i I �E'�elei d� 15. ��ir� � � 4 J ° r'' ;' •. � 1pYn P.c I � � W Lu 0 iv K i e i • w • Z i_ I 2 Z 13K (%f Q i _ _ a RE4rAW I , 3+'' ---- -- CLARK STREET ------'- '-'•- '�� N/F H£LEN A CHAPOMS N/F NICHOLAS W.h KELLY L ASENSO LtL �-. Sheet 2 STREET AOORES1 10 MARGFRET DRIVE Q STREET ADDRESS in CURK 51REET N/F JANME TIE VFGA N/F RUOOLPN£LIASSCN RUGBY LANE CBLF-1 Q Q '1 51PFE'F MOfrE55:11 YuiCARET MW STREET AOORESS 115 FN�V LNK l N/F AIICHAEL E.&MARCIA A.FIRSCK N/F BEVERLY CLOGSTON STREET ADDRESS 110 RUGBY LANE STREET Nl n.9.CHAPEL ROAD ( SS GRADING PLAN P:M13073 D:M14072SP FOLDER:MANNARINO-100 CLARK ............. 14� ... ....... j .. ........... ............ OW 77 0 0 top F= W w CL CL MM Wig SU. W coo Q Z W 'Sus i . Ill 5 LLI w00 L.Lj z 11 r . 0) D 00 0 X < < F- M Wx f z MIR ll—"Ij! m U-1 cr- < 4x 3NVI AW W < X F< <j5 r L.Lj 0 g r- UJ q z < N w O —W z D LLI Z N Cf z 14 i5 Lo co m cs C.D p, w -EQW L-L w fxo Ql 43 V) r.3 X,X LLJ Q Z eQr- - Z W 0047 kc d F M YLLI u ce- 1— Lu :5 40- w to < w dw v Cc C;LLI V =21 C14 Ul) Ilk A .......... ........... ......... C�j Pii R w -F .......... I lz AOL N A, ALI leak 7, ................. are . ............. LU C3 ......... .. ......... z J La ci < ......... .444- ............ od C) I. 0) ' C) i LLJ ol. Ji ............. ........... 11:3 3AI c 0 ............. Li **4** ............ 3AVZ W46W ............. 3NOZ w PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: 5/24/16 TO: Matt Galligan, Fred Shaw, Michael Gantick, Walter Summers, Jeff Doolittle Ray Favreau, Mark Owens, Chris Dougan, Heather Oatis, Kevin Cooney, 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 16-28P, Clark Estates II Special Exception Site Plan Location: easterly side of Clark Street,northerly of Manchester Town Line (Chaponis property) ❑ Site Plan ❑ Subdivision No. Acres 8.75 Zone RR to DRZ ❑ Industrial ❑ Commercial ® Residential No. Lots/Units 22 Water: ® Public ❑ Private Well Sewerage: ® Public ❑ Septic System Project Description: Site plan showing 22 untis Future Town-owned property involved? ❑ Yes ® No ® new street(s) ❑ new detention area ❑ new open space/recreation area ❑ active ❑passive Planning Department notes: Please comment by 6/10/16 and return to the Planning Department. S0%4 Sf4 U T0� 0-14C S-0� ?d&U&01t w� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 OR-CO TELEPHONE TELEPHONE (860) 644-2511 May 31, 2016 Robert Mannarino Mannarino Builders, Inc. 400 Chapel Road, Unit 3-F South Windsor, CT 06074 Dear Mr. Mannarino: Re: Appl. 16-28P, Mannarino Builders Inc. - request for a Special Exception to 3.3 and Site Plan of Development for a 22 unit development to be known as `Clark Estates II', on property located on the easterly side of Clark Street, approx. 352+/- feet north of Burnham Street, Designed Residence Zone Please be advised that the Public Hearing of the Planning & Zoning Commission in the above referenced matter has been scheduled for Tuesday, June 14, 2016 at 7:30 p.m. in the Council Chambers of the South Windsor Town Hall, 1540 Sullivan Avenue. Someone must be present at the meeting to represent the application. One sign advertising the meeting must be posted on the property for ten (10) consecutive days prior to the meeting and must be clearly visible from a town street. The sign must be posted on Clark Street by Friday, June 3, 2016. Signs can be obtained in the Planning Department, Monday through Friday, 8:00 a.m. - 4:30 p.m. If you have any questions regarding this letter, please call 860-644- 2511, Ext 253. Sincerely, Lauren Zarambo Administrative Secretary tO*N sfq o xF U Tiov� 0-/C Soa� ?&U&0't C J s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 r�dsox•co TELEPHONE(860) 644-2511 Certified #70142120000332142897 June 3, 2016 Mr. Robert Mannarino Mannarino Builders, Inc. 400 Chapel Road, Unit 3-F South Windsor, CT 06074 RE: Appl. #16-28P—Clark Estates II Dear Mr. Mannarino: At the June 1, 2016 regular meeting, the Inland Wetlands Agency/Conservation Commission approved Appl. #16-28P—Clark Estates 11 —Clark St—Inland Wetlands/Conservation Commission application for approval of a 22 unit Designed Residence Development, stormwater structures and associated improvements on property located south of Clark Street and east of Chapel Road, Designed Residence Zone (DRZ), with the following conditions: 1. The final approved copy of the entire set of plans and this letter reproduced thereon must be submitted to the Planning Department. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The applicant shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on June 1, 2021. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. Bonds shall be collected in the amount of$10,000 to ensure proper placement and maintenance of erosion and sediment controls and $10,000 for establishment of the stormwater systems. 5. All approvals required must be obtained and submitted prior to any activity on the site. 6. A contact person shall be identified on the plans. Very truly yours, INLAND WETLANDS AGENCY/CONSERVATION COMMISSION Elizabeth A. Warren, Chairperson cc: Director of Planning ./ Chief Building Official MEMORANDUM To: Michele Lipe, Town Planner From: Jeffrey Doolittle, Town Engineer Date: 6/8/16 RE: Application 16-28P—Clark Estates 2, 100 Clark St Engineering has reviewed the site plan received for the above application and has the following comments: 1. Because this road design does not meet the Town standards for geometry, we understand the proposed road will be a private road, owned by an association and not maintained by the Town. In addition the sanitary sewers and storm drainage system in this development will be owned by an association and will not be maintained by the Town. There will need to be a bylaws and a maintenance plan in place for a homeowners association to maintain the road, storm drains, detention basin and sanitary sewer. I am not sure who will maintain the other utilities, water, gas, electric, phone and cable. 2. An assessment for connection of the sanitary sewers from this parcel to the Existing Town of South Windsor sewers in Clark Street may be charged. 3. The drainage report needs to include gutter flow analysis and a Hydraulic Grade Line Analysis to determine if water flows past CB's 10 and 11 into Clark Street. 4. Add another set of basins in the road by sta 1+0 to be sure there is no runoff from this road going into Clark Street across from Margaret Drive, unless the above analysis shows the proposed basins by sta 0+10 will catch all runoff. 5. All the pipes between and from YD should be at least 12" diameter for ease of future maintenance. 6. Part of the detention basin is a filled berm above the existing ground surface. Include a detail describing the material and construction method for the berm. 7. More detail is needed for the detention basin rip rap emergency spillway, which as shown appears to flow across the access drive and sidewalk and into Clark Street. Show this spillway on the plan and include a detail for its construction. 8. The topsoil stockpiles are located in fill areas. Will they need to be moved to place the fill? 9. show the proposed gas main connecting to the existing gas main across Clark Street. 10.There appears to be 4 patches needed in Clark Street for drainage, sewer, water and gas. 11.The sanitary sewer flow line elevations need to be shown at the buildings. Also show the slopes of the sanitary laterals. 1 12.A note leaves the specification of the road fill to the Town. The note should be revised to specify granular fill that meets the specification of Conn DOT Form 816 M.2.06, Grading B and be installed and compacted in lifts in accordance with the ConnDOT specifications. Reclaimed aggregate is not acceptable for fill for a residential street and lots. 13.The proposed grading plan needs to be reviewed to make sure the slopes are less than 4H:1V so the lawns are mowable and there should be more spot elevations near units to insure the water drains away from all units and does not pond near them. For example units 1, 2, 3, 4, 5, 6 and 20 all have potential flat spots near the buildings where puddles may form. 14.Suggest a vertical curve be used at Sta 1+0 where the proposed road slope transitions from 5.5% to 2.5%. 15. Eliminate the inside drop in the sanitary sewers at San MH #2. 16. Move the sanitary sewer lateral for unit 16 from where it is shown, heading north, to connect to the existing sewer lateral stub in Clark Street to the west. This is a shorter run and the lateral does not go between two other units. 17.A clean-out is needed at any bends in the sanitary sewer laterals to buildings. Most of the bends should be eliminated. 18. How will the sanitary sewer lateral from Unit 21 be installed so close to CB#7, and the sewer lateral from Unit 5 be installed so close to CB#4? 19.The Plan sheet G-1 should include the invert elevations of the inlet and outlet pipes and structures in the detention basin and the invert of the pipe connection to the existing manhole in Clark Street. 20.Verify that the storm drainage outlet connection in Clark Street is to a bypass manhole and not a stormwater treatment structure. 21.To help the PZC and public understand the proposed grading, include a plan showing areas of cuts and fills shaded different colors on the entire site. Cuts could be shaded one color and fills a different color. The greater cuts and fills should be shaded darker colors and the less cuts and fills shaded lighter colors. Please contact me if you have any questions. 2 W *i:J L ■ WILSON M.ALFORD,JR.,P.E.&L.S. ' � CHRISTIAN L.ALFORD,P.E.&L.S. RECElV 200 PIGEON HILL ROAD ■ P.O.BOX 484 ■ WINDSOR ■ CT 06095 ■ PHONE(860)68&7288 ■ MARJORIEB-AA ET.N Planning &Zoning Commission DATE: June 10, 2016 Ms. Michele Lipe, AICP, Town Planner Planning Department -r_ ....... Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 Clark Estates II M 100+/-Clark Street Mannarino Builders, Inc. WE ARE FORWARDING: y a) 3 sets of prints-plans for Site Plan (13 sheets), revised to June 9, 2016, prepared by Alford Associates, Inc. b) 3 copies of STORM DRAINAGE CALCULATIONS, prepared by Alford Associates, revise to June 9, 2016 c) 3 prints of PLAN TO SHOW AREAS OF CUTS AND FILL THIS TRANSMITTAL IS BEING MADE: IN RESPONSE TO YOUR REQUEST. IN RESPONSE TO A REQUEST OF x FOR YOUR REVIEW AND COMMENT. x FOR PROCESSING. THE AMOUNT DUE FOR THIS ITEM IS: INCLUDED IN THE ACCOMPANYING INVOICE. COVERED BY YOUR REMITTING THE AMOUNT OF $ INCLUDED IN OUR INVOICE TO BE SUBMITTED. WE COMMENT AS FOLLOWS: Michele, Jeff Doolittle's comments dated 618/16 have been incorporated into the plans. We also added additional plants along the north side of property and added street address. f 1 VERY TRULY YOURS, Marjorie R. Begin cc: Rob Mannarino w/copies Inlet Report Pagel Line Inlet ID Q= Q Q Q Junc Curb Inlet Grate Inlet Gutter Inlet Byp No CIA carry capt Byp Type Line Ht L Area L W So W Sw Sx n Depth Spread Depth Spread Depr No (cfs) (cfs) (cfs) (cfs) (in) (ft) (sgft) (ft) (ft) (ftfft) (ft) (ft/ft) (ft/ft) (tt) (ft) (tt) (ft) (in) 1 CB#9 1.06 0.21 1.27 0.00 Comb 5.0 3.00 4.83 3.00 1.61 Sag 2.00 0.030 0.030 0.013 0.00 0.11 0.17 1.50 2.0 Off 2 CB#8 0.74 0.10 0.85 0.00 Comb 5.0 3.00 4.83 3.00 1.61 Sag 2.00 0.030 0.030 0.013 -0.04 -1.22 0.13 1.15 2.0 1 3 CB#7 0.72 0.04 0.66 0.10 Comb 5.0 3.00 4.83 3.00 1.61 0.013 2.00 0.030 0.030 0.013 0.13 4.47 0.22 1.95 2.0 4 CB#5 0.49 0.00 0.45 0.04 Comb 5.0 3.00 4.83 3.00 1.61 0.013 2.00 0.030 0.030 0.013 0.11 3.80 0.19 1.66 2.0 5 CB#3 0.35 0.02 0.37 0.00 Comb 5.0 3.00 4.83 3.00 1.61 3.050 2.00 0.030 0.030 0.013 0.08 2.67 0.13 1.16 2.0 6 CB#2 0.59 0.00 0.56 0.02 Comb 5.0 3.00 4.83 3.00 1.61 3.050 2.00 0.030 0.030 0.013 0.10 3.17 0.16 1.38 2.0 7 CB#1 0.75 0.00 0.70 0.05 Comb 5.0 3.00 4.83 3.00 1.61 1050 2.00 0.030 0.030 0.013 0.10 3.47 0.17 1.50 2.0 8 YD#1 0.66 0.00 0.66 0.00 Grate 5.0 3.00 4.83 3.00 1.61 Sag 2.00 0.030 0.030 0.013 -0.06 -1.95 0.11 0.95 2.0 9 CB#4 1.57 0.05 1.22 0.40 Comb 5.0 3.00 4.83 3.00 1.61 D.013 2.00 0.030 0.030 0.013 0.18 5.93 0.29 4.04 2.0 10 10 CB#6 0.71 0.40 0.89 0.21 Comb 5.0 3.00 4.83 3.00 1.61 0.013 2.00 0.030 0.030 0.013 0.15 5.13 0.25 2.88 2.0 1 11 YD#5 1.54 0.00 1.54 0.00 Grate 5.0 3.00 4.83 3.00 1.61 Sag 2.00 0.030 0.030 0.013 0.02 0.77 0.19 1.67 2.0 12 CB#11 0.98 0.00 0.98 0.00 Comb 5.0 3.00 4.83 3.00 1.61 Sag 2.00 0.030 0.030 0.013 -0.03 -0.89 0.14 1.24 2.0 11 13 CB#10 1.37 0.00 1.37 0.00 Comb 5.0 3.00 4.83 3.00 1.61 Sag 2.00 0.030 0.030 0.013 0.01 0.44 0.18 1.59 2.0 12 14 YD#3 1.61 0.00 1.61 0.00 Grate 5.0 3.00 4.83 3.00 1.61 Sag 2.00 0.030 0.030 0.013 0.03 0.96 0.20 1.72 2.0 13 15 YD#2 1.21 0.00 1.21 0.00 Grate 5.0 3.00 4.83 3.00 1.61 Sag 2.00 0.030 0.030 0.013 -0.01 -0.19 0.16 1.42 2.0 14 16 YD#4 0.45 0.00 0.45 0.00 Grate 5.0 3.00 4.83 3.00 1.61 Sag 2.00 0.030 0.030 0.013 -0.08 -2.79 0.08 0.73 2.0 11 Project File: 2016-05-16 Clark II.stm Number of lines:16 Run Date: 6/9/2016 NOTES: Inlet N-Values=0.016;Intensity=27.15/(Inlet time+4.70)^0.65; Return period=10 Yrs. ; *Indicates Known Q added. All curb inlets are Horiz throat. Storm Sewers v8.0 Hydraflow Storm Sewers Extension for AutoCAD® Civil 3D® 2011 Plan 1 CB#8 CB#9 3 CB#6 11 YD#5 4 12 16 CB#4 CB#11 1 C 5 CB#10 YD#4 5 14 B#3 6 YD#3 CB#2 CB#1 15 $ YD#1 Project File: 2016-05-16 Clark Il.stm Number of lines: 16 Date:6/9/2016 Storm Sewers v8.00 Storm Sewer Profile Proj.file:2016-05-16 Clark II.stm r � <n ;r w '� �• as Q�c pc i as -i OC -1 Qc C Qc -j pc � ©C J O RTOD fM gale! Q �� 9 ga r 4 W ggg g4 :8 Elev.(ft) r ►fin rv-r of ♦rlrr c7 V- m rv-r rf-r r'rr m rrr +G C� �Wu� a Wad W11t u� W(u lr Zu7 p UJL—U W111j �W _. .._ T � T I � 154.00 154.00 I I ; fI I i 145.00 - - - -- - -- -- 145 00 _. __. -.� --___._-- -______ �.__ ! _L __ r a I i I : I I 136.E 1 36.00 . I f I 1.. ' I 127.00 127.00 97.74j 4Lf-10" 1.00% 'i 27.900L'f-16'@ 1.V9% 118.00 _ - - -- - �, Ow.__1 `_ 1 1 W.787L.-_1 .�.4-0}% .. .._.. _ ._..__ 118.00 30 } 25 987Lf- �200% 87.264Lf-15'"�4.91°�6 � I 1 j 987Lf 1 '@ 1 15"I OQ%I 109.00 -_L..... .._ _ .._ _ _.__.._. ._._-.... _L_..... 1..._. -.... . _ .�.-109.00 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 HGL_._..__.._._._. ___ EGL Reach (ft) Storm Sewers Storm Sewer Profile Proj.file: 2016-05-16 Clark ll.stm Q�pp c � q�QC J aq�s -j QpOs a QpE �tp 14�gZw J M�pip qq Cp 8;8 g�1 ' ft emm Elev.(ft) } WW r'r r'e'r *'rr C9 trr gWWd p WYtu7 UICUM FLU WWm WW i wi gm act 151.E "._..__ . .._._..._ _. ------._---- i 143.00 _._. ............... 4300 E --- r 135.00 — — 135.00 a i _i i R� 131 -IT @ 29.631 Lf IF 1.99% 111.00 _. L__ __'.._ 1 ....__.._.__ _.. ._.. ._-- ____._L i...__.__._. . 1.00 _._.. ...-._._.. ---__...._ --11 0 50 100 150 200 250 300 350 400 450 500 550 600 650 HGL ..__.._............._ EGL Reach (ft) Storm Sewers MEMORANDUM To: Michele Lipe, Town Planner From: Jeffrey Doolittle, Town Engineer -� Date: 6/14/16 �l RE: Application 16-28P—Clark Estates 2, 100 Clark St Engineering has reviewed the revised site plan received for the above application and has the following comments: 1. Because this road design does not meet the Town standards for geometry, we understand the proposed road will be a private road, owned by an association and not maintained by the Town. In addition the sanitary sewers and storm drainage system in this development will be owned by an association and will not be maintained by the Town. There will need to be a bylaws and a maintenance plan in place for a homeowners association to maintain the road, storm drains, detention basin and sanitary sewer. 2. An assessment for connection of the sanitary sewers from this parcel to the Existing Town of South Windsor sewers in Clark Street may be charged. 3. Part of the detention basin is formed by a filled berm above the existing ground surface. Include a detail showing the material and construction method for this berm. There needs to be a core of silt, clay or other impervious material in the north side of this berm. 4. Use the Town of South Windsor detail for a Rip Rap Ditch for the detention basin rip rap emergency spillway. Extend this rip rap emergency spillway all the way down the slope to the edge of the wetlands. 5. Note 33 on Sheet N-1 needs to state that any fill placed below the road gravel sub-base is to be granular fill that is approved by a geotechnical engineer and is installed and compacted in lifts in accordance with the ConnDOT specifications. 6. The proposed grading plan needs to be reviewed to make sure the slopes are less than 4H:1V so the lawns are mowable and there should be more spot elevations near units to insure the water drains away from all units and does not pond near them. For example units 1, 2, 3, 4, 5, 6 and 20 all have potential flat spots near the buildings where puddles may form. 7. The inside drop in Sanitary MH #2 needs to be eliminated or justified. 8. Verify that the storm drainage outlet connection in Clark Street is to a bypass manhole and not a stormwater treatment structure. 9. Include a note on the detail for the sidewalks that they be constructed in accordance with Town of South Windsor Standards, using Class F (4000 psi) concrete and Brick Red color detectable warning strips by Alert Cast or ADA or approved equal. Please contact me if you have any questions. 1 CLARK ESTATES II SPECIAL EXCEPTION/SITE PLAN PH 6/14/16 Planning Department Report 1. Request for approval of a special exception to section 3.3 and site plan of development for a 22 unit development to be known as `Clark Estates II', on property located on 8.8 ac, easterly side of Clark Street, north of the Manchester Town Line, Designed Residence zone. The zone change/general plan of development was approved by this Commission in April 2016. The site plan has been developed in general conformance with the approved general plan. 2. Special exception review criteria include: • The proposal is consistent with the goals and objectives of the Plan of Conservation and Development. • The application has met the requirements of the zoning regulations. • The land is physically suited to the proposed use. • Minimal, if any, adverse environmental impacts are created. • No traffic or other hazards will be created. • The impacts on the capacity of the present and proposed utilities, street, drainage systems, sidewalks, and other elements of the infrastructure will be minimal. • There will be minimal or no adverse effects on existing uses in the area. • Surrounding property values will be conserved. • The character of the neighborhood will be maintained or minimally disrupted. • The general welfare of the community will be served. • There is a balance between neighborhood acceptance and community needs. • Historic factors are adequately protected; or due consideration to preservation of historic factors has been demonstrated. • The overall physical appearance of the proposed development is compatible with surrounding development and the Commission's goals for the neighborhood/corridor. 9. The landscaping plan includes a berm between Clark Street and the new houses, with screening plantings along the top of the berm, including some larger trees at planting and street trees shown along the Clark Street frontage. 10.All unit types will be twp and three bedroom units. The applicant is requesting a waiver to Section 3.3.4 Dwelling sizes and types to be allowed to increase the size of some of the units to 1,600 sf. ( 1,vu w +nj� 11.The Architectural and Design Review Board has reviewed this applicant's proposed elevations on June 2 and were pleased with the designs as submitted. They did suggest that the developer encourage variety of house styles and colors so that no two identical houses would be built next to each other. If approved, the Planning Department requests that the hearing stay open so that the final details of the Affordability Plan be submitted and reviewed by the Town's Attorney. qOW N Sf4 To� O-P Saum ?d&zd4at a 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 OR-CO TELEPHONE (860) 644-2511 CERTIFIED MAIL 7011 1570 0000 6337 2065 June 16, 2016 Robert Mannarino Mannarino Builders Inc. 400 Chapel Road, Unit 3-F South Windsor, CT 06074 Dear Mr. Mannarino: Re: Appl. 16-28P, Mannarino Builders Inc. Clark Estates II Special Exception Site Plan of Development We are pleased to advise you that the Planning & Zoning Commission voted on June 14, 2016, to approve with modifications the above referenced application for a special exception to Section 3.3 and a Site Plan of Development. This approval is for a 22 unit development to be known at `Clark Estates II', on property located on the easterly side of Clark Street, approximately 352 +/- feet north of Burnham Street, Designed Residence Zone as shown on plans prepared by Alford Associates, Inc., dated May 16, 2016 as revised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including bonds in the amount of$10,000 for erosion and sedimentation control and$10,000 for the establishment for storm structures. 4. A landscape bond in the amount of$10,000 is required and must be submitted prior to the issuance of a certificate of occupancy if work is not completed. 5. All bonds must be in one of the forms described in the enclosed Bond Policy. 6. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1.3 of the Zoning Regulations. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 9. The building street number must be included on the final plan. 10. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 11. All free standing signs and/or building signs require the issuance of a sign permit before they are erected. 12. If a certificate from the Office of State Traffic Authority is required,no building permits will be issued until the certificate has been issued(per CGS §14-311). 13. No site work will can commence until an Affordability Plan for the five affordable units has been submitted and approved by the Town Attorney. 14. Engineering comments dated 6/14/16 must be incorporated into the final plans. 15. In accordance with Section 3.3.4, a waiver has been granted to allow a variety of house sizes allowing the construction of houses as large as 1,800 sq ft. The affordable housing units must be representative of all home styles. Efforts should be made to include a variety of house colors and styles within the development. Black and white transparent mylars of Sheets: Key Map, Approval, G-1, and N-1 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations and landscaping 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 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. Sincerely, Gary Bazzano, Chairman Planning and Zoning Commission GB/llz cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Superintendent of Schools The Special Exception will take effect upon filing of this form. I, Gary Bazzano, Chairman of the South Windsor Planning & Zoning Commission, hereby certify that on June 14, 2016 the Planning and Zoning Commission granted to Mannarino Builders Inc., a Special Exception to Section 3.3 of the Zoning Regulations to allow an 22 unit development to be known as `Clark Estates 11', on property located on the easterly side of Clark Street, approximately 352 +/- feet north of Burnham Street, Designed Residence zone, as shown on plans prepared by Alford Associates, Inc., dated May 16, 2016 as revised. This approval is subject to the following conditions: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission,including bonds in the amount of$10,000 for erosion and sedimentation control and$10,000 for the establishment for storm structures. 4. A landscape bond in the amount of$10,000 is required and must be submitted prior to the issuance of a certificate of occupancy if work is not completed. 5. All bonds must be in one of the forms described in the enclosed Bond Policy. 6. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1.3 of the Zoning Regulations. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. This approval does not constitute approval of the sanitary sewer,which can only be granted by the Water Pollution Control Authority. 9. The building street number must be included on the final plan. 10. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 11. All free standing signs and/or building signs require the issuance of a sign permit before they are erected. 12. If a certificate from the Office of State Traffic Authority is required,no building permits will be issued until the certificate has been issued(per CGS §14-3 11). 13. No site work will can commence until an Affordability Plan for the five affordable units has been submitted and approved by the Town Attorney. 14. Engineering comments dated 6/14/16 must be incorporated into the final plans. 15. In accordance with Section 3.3.4, a waiver has been granted to allow a variety of house sizes allowing the construction of houses as large as 1,800 sq ft. The affordable housing units must be representative of all home styles. Efforts should be made for variety of house colors and styles. GIS PIN 204OR001 and a portion of 20400030 FIRST PARCEL: Parcel identified as Second Lot in a deed referenced below: Second Lot: Situated in the Towns of South Windsor and Manchester, and hounded: NORTHERLY: by land of R. W. Skinner; EASTERLY: by land of Bert .Lewis; SOUTHERLY: by Highway known as Burnham Street; and WESTERLY: by Highway and land of R. W. Skinner, Containing thirty (30) acres, more or less. SECOND PARCEL: Parcel identified as Third Lot in a deed referenced below: Third Lot: Situated in the Town of South Windsor and bounded: NORTHERLY: by land now or formerly of William F. Lawler; EASTERLY AND SOUTHERLY: by land now or formerly of Robert Burnham; and WESTERLY: by the Highway Containing ten (10) acres, more or less. OWNER OF RECORD: Dated at South Windsor, Connecticut this 16t" day of June, 2016. In accordance with CGS Section 8-3d Chairman Gary Bazzano Planning &Zoning Commission Received for record this day of , 200 , at South Windsor, Connecticut ATTEST: CLARK ESTATES MODEL STYLE DESCRIPTION SIZE The Federal I COLONIAL 3 BDRM 2 1/2 BATH 1,600 S.F. The Federal 11 COLONIAL 3 OR 4 BDRM 2 1/2 BATH 1850 S.F. The Tahoe I COLONIAL 3 BDRM,2 1/2 BATH,2 CAR 1600 s.f. The Tahoe II COLONIAL 3 OR 4 BDRM,2 1/2 BATH,2 CAR 1,850 s.f. The Windsor I COLONIAL 3 BDRM,2 1/2 BATH,2 CAR 1600 s.f. The Windsor 11 COLONIAL 3 OR 4 BDRM,2 1/2 BATH,2 CAR,FRONT PORC 1,860 s.f. The Jenkins I COLONIAL 3 BDRM,2 1/2 BATH,2 CAR 1600 s.f. The Jenkins II COLONIAL 3 OR 4 BDRM, 2 1/2 BATH,2 CAR 1,850 S.F. The Robin RANCH 2 BDRM,2 BATHS,2 CAR 1,540 S.F. The Lark RANCH 2 OR 3 BDRM/OFFICE,2 CAR 1700 s.f. The Winterhall COLONIAL FOUR BDRM/FIRST FLOOR BDRM/3.5 BATHS 1850 s.f. I AM • III;./1 on C11��I_ INNINN a _ ■ ! nr (11■■.���III ... -- ______ REAKFAS ONE AREA DININ -.. KITCHEN BED OOM - GARAGE 1� — �-i l�►.�i ;aLIVING ROOM _ ROOM f� -- �i =. .... I PORCH • Noma - - 7> ice;=-�--�------- �---- son liffl=0 son LEa ■WLx NPR .// "_1.a;1"-- - pop _ ._�.� a ......._. ..._,.� • CL ARK ESTATES it THE J ENK I NS 11 AM- 7. 0 o a o o ==______=_____..... ________ © COPYRIGHT 1991 DESIGNED BY YOUNG DESIGNS UNLIMITED rO4 CELL:801008.3509dp ®® ® ® 4AIAWWNNAWWW WWWNWWWWNAWWWIIWNAWIANWW IAWANWVIIAWIAINAW NNWmMNWAVWIwlAN1ANWWANVl1 WWfl WNA WVWWINAWNWWWWAWIA 12 X 12 WOOD DECK ----- ----------------; FRONT ELEVATION FAMILY BREAKFAST ROOM AREA 13-0 x 12-4 12-0 x 9-0 2—CAR GARAGE zo-o x as-o 27CENe-o BATH DINING FOYER MASTER ROOM SUITE WALK-M BATH CL086T BONUS ROOM 12-0 X 22-0 BEDROOM BEDROOM FIRST FLOOR PLAN 14-2X12_0 #3 WA.c. 11-2 X A-4 SECOND FLOOR PLAN MANNARINO BUILDERS INC. 400 CHAPEL ROAD UNIT 3-F SOUTH WINDSOR, CT. 06014 PHONE: (8LO) 289-1055 A AM 44 ILA%if --- --- I WON milli Mill one II smell oil son r. BREAKrAST IIr� AREA KITCHEN 8_4 x-1-1 2-CAR DINING GARAGE ROOM 10-0 x 11-4 II12-0 X 19-4 20-0 X 21-0 AM III PoyrR �� - LIVING ROOM 7 15-4 x 15-8 COVERED PORCH SEDROOM 13-0 X 13-10 BUNUS ROOM 20-0 X 12-0 11W CL ARK ESTATES " THE WINTERHAL- L " C) COPYRIGHT 11111 - - - - - - - - - - DESIGNED BY - - - - - - - - - YOUNG DESIGNS ---------------- --------- UNLIMITED (.ELLS 90G.106.3509 yy N4lNNIflNVINNNVIVINV11AU1�INNVMNVIMAVMNVIUIVINNNNN VMVINNNNNVMNUINN NNYIN VIVINNIIVNNUMVIVF FRONT ELEVATION BEDROOM SREAKPAST 12-4 X II-e AREA 12-10 x a-o ROOM -------------------------LIVIN � I 13-0 X I7-0 KITCf�1EN SAT 12-10 X 10-10 t- - PwDR 2-CAR GARAGE BEDROOM RM -_--_--- AT BATH tt3 20-6 X 2ha Ih0 x 10-0 DINING ^ HALL ROOM �;! 51•!i 12-10 X 8-10 FOYER ----------------i MASTER BEDROOM t----------------I SUITE #2 7 _--------; H-O X 16-G 12-0 X 12-0 I --------- FIRST FLOOR PLAN ---------------- I ) I SECOND FLOOR PLAN MANNARINO SUILDERS INC. 400 CHAPEL ROAD UNIT 3- SOUTH WINDSOR, CT. 04014 PHONE: (840) 289-1055 i CL A RK ESTATES THE ROBIN © COPYRIGHT 1994 DESIGNED BY YOUNG DESIGNS UNLIMITED ® ® CELL:806.408.3509 12X12 FRONT ELEVATION WOOD DECK l MASTER BEDROOM GREAT ROOM 11-4.14-0 25-0 X 14-0 W.I.C. KITCHEN 12-0 X 12-0 BATH MUD/ LAUNDRY BATH FOYER 2-CAR GARAGE 22-8 X 21-0 BEDROOM #2 13-6 X 11-0 IiY1'OV6RHRA0 POOR FIRST FLOOR PLAN M,4>\1NARINO BUILDERS INC. 400 CHAPEL ROAD UNIT 3-r- SOUTH WINDSOR, CT. OL014 PHONE: (81,0) 289-1055 CL ARK ESTATES THE L ARK _.._.._.._.._.._.._. -_-------_.. © COPYRIGHT I99f C3 DESIGNED BY no ® ® ® YOUNG DESIGNS UNLIMITED - - - - - CELL:80L.908.3509 FRONT ELEVATION 12 x 12 WOOD DECK DINING BATH ROOM MASTER 13-0 x 13-0 SUITE GREAT ROOM 13-0 x Is- 1 3-8 x Is-( W.I.C. KITCHEN BATH 12-8 x II-O HALL ENTRY BEDROOM 42 OFFICE / 12-0 x 12-0 BEDROOM 9-8 x 10-L 2-CAR GARAGE 20-6 x 22-0 FIRST FLOOR PLAN M,4>\1NARINO ]BUILDERS INC. 400 CHAPEL ROAD UNIT 3-F SOUTH WINDSOR, CT. 0(.014 PHONE: (840) 289-1055 LIST OF ABBREVIATIONS 8�9 uj G • A-. u 1-15—TREATED u LE=1 RE— CEOTEEL RE N-OA FLOOR EID.T RED. ­.-E N. I —ARE F.—PEE1 LVL L"INATED-19Im- Lll,5=E I I. LAI I i NAX. nnxlnm T YP. TTFICAL WIDTH X1.FLOOR I—E. v uITH FLOOR OLD. LU < LU TRUCTLEAL ALL FLOOR ii U) .. ........ ----------------------------------------I _____________________________--------1 z z < ---------------------------------------------------------I ------------------------------------------------------ LOU REAR ELEVATION u d ,�ffR --,�7 SCALE VI I DECORATIVE LOI!ER V_ 'IA.TION5 r FLASHING RIDGE Val- D, ----�f- - - - -- -- - - -.0 - - - -- VI - - - - - - - - - - - - - - 211 11.011 - - - - - - - - - - - - - I DO RE ED. 117 1"1 - - - .... ...... - - - - - - - - - - T - - - - - - - - - - - - - - - - - --- - 21.FLOOR I.T F—E 1 ILppR LY IA-L LL- 01 Q) lw Q, ................ 1�—8Z RCJ�N�D-------------I----------------------- ------------R ----------- OLL, ------------------------------------ -------------::::------------- millm,MAIN A111MINAIIIAM 'AlAIAMAIAMA AWAIMMAIR Q, SKIRT --------------------------------------- ------------ --------------------------------------- ------------- -------------------------------------------------------- --------------------------------------------------------- FRONT ELEVATION OPTIONAL FRONT FORCH - ---------------------------------------------------------I --------------------------------------------------------- SCALE r-o- Al i SSW N SE4 yp/ < m � 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 soa•co TELEPHONE (860) 644-2511 June 14, 2016 Robert Mannarino Mannarino Builders Inc. 400 Chapel Road,Unit 3-F South Windsor, CT 06074 Re: Waiver for Dwelling Unit Sizes for Houses at Clark Estates,Appl. 14-32P Dear Mr. Mannarino: We are pleased to advise you that the Planning & Zoning Commission voted on January 13, 2015 to approve the above referenced waiver per Section 3.3.4 Dwelling Size and Type. This waiver allow for the construction of dwelling sizes of 1,800 sq ft and 1,600 sq ft with the four required affordable units to be constructed as one unit at 1,400 sq ft, two units at 1,600 sq ft, and one unit at 1,800 sq ft in lieu of four 1,400 sq ft units. Sincerely, f Bart Pacekonis, Chairman Planning&Zoning Commission BP/llz cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal SOUTH WINDSOR,Cl'.06074 PH.860-289-7055 FAX 860-289-7121 LIC#01028 WEBB SITE,www.mannarinobuilders.com December 4,2014 Town of South Windsor Planning and Zoning Commiissioll Michel Lipe,Town Planner. 1540 Sullivan Avenue South Windsor,CT 06074 Re: CIark Street Estates,South Windsor, Ct. PUD of 18 Single Family Hol•nes Dear le, Plea e. t request to go before the commission on January 13,2015 to discuss Cla r relates to Section 3.3.4 Dwelling Size and Type.I am requesting a dwelling size.;at 1800 s.f.and 1600 s.f. For this we will take the four are requiired to build and construct one 1400 s.f,two 1600 s.f.and . ne g to be a parC of the affordable housing program in lieu of four 1400 ss units.Please contact me with any questions. Rober ann in Mannarino Build s,Inc. President . . . . . . . . . . . . . . . . . . . . . . . EXHIBIT C CLARK ESTATES MODEL SCHEDULE MODEL STYLE DESCRIPTION SIZE The Federal COLONIAL 3 BDRM 1 1/2 1400 S.F. OPTION 3 BDRM 2 1/2 BATH OPTION FOR ROOM OVER GARAGE 252 S.F. The Tahoe COLONIAL 2 BDRM, 2 1/2 BATH, 2 CAR 1500 S.F. OPTION ROOM OVER GARAGE 252 S.F. FRONT PORCH The Tahoe COLONIAL 3 BDRM,2 1/2 BATH, 2 CAR 1500 S.F. OPTION ROOM OVER GARAGE 252 S.F. FRONT PORCH The Windsor COLONIAL 3 BDRM,2 1/2 BATH,2 CAR 1650 S.F. OPTION ROOM OVER GARAGE 240 S.F. FRONT PORCH The Essex I AND II COLONIAL 3 BDRM, 2 1/2 BATH,2 CAR 1600 S.F. OPTION ROOM OVER GARAGE 252 S.F. The Jenkins I COLONIAL 3 BDRM, 2 1/2 BATH, 2 CAR 1600 S.F. The Jenkins II COLONIAL 4 BDRM, 2 1/2 BATH, 2 CAR 1600 S.F. ( ROOM OVER GARAGE) 252 S.F. The Robin RANCH 2 BDRM, 2 BATHS, 2 CAR 1,500 S.F. The Lark RANCH 2 OR 3 BDRM/OFFICE,2 CAR 1600 s.f. 2 BATH. PROPOSED AFFORDABILITY PLAN TO AFFORDABLE UNITS Title to the planned development unit in question is hereby conveyed subject to the following restrictive covenants which will run with the land for a period of 40 years from the date of this conveyance(the "Affordability Period"), and which shall be binding on the Grantee(s) and his, her or their heirs, administrators, executors, successors and assigns: (a)This planned development unit is an affordable housing "Dwelling Unit" under Section 3.3 of e Town of South Windsor Zoning Regulations for the Designed Residence Zone(DRZ),the Town's "Affordability Plan", and under the applicable regulations for the State of Connecticut Department of Housing(or its successor)in effect on the date of original zoning application for the-DRZ development within which this Dwelling Unit is located, and is therefore subject to a limitation, at the date of purchase,on the maximum annual income of the household that may purchase the Dwelling Unit, and is subject to a limitation on the maximum sale or resale price. These limitations shall be strictly enforced, and may be enforced by the"Zoning Enforcement Officer"for the Town of South Windsor as to compliance,and by the "Department of Human Services"for the Town of South Windsor as to the determination of maximum sale or resale price,under the provisions of the DRZ and to the Affordability Plan. (b) For the duration of Affordability Period these covenants require that this Dwelling Unit may be sold only to persons and families who annual income does not exceed eighty(80%)percent of`median income' as defined in subsegfion 8-30g-1(10)-of the Regulations of Connecticut State Agencies, applicable to this Dwelling Unit as specified in the Affordability Plan. In addition, this Dwelling Unit may be sold or resold only at a price equal to or less than the price determined using the formula state in section 8-30g-8(a),or the formula stated in section 8-30G-8(b), as applicable to the Regulations of Connecticut State Agencies. (c) During the Affordability Period, in order to assist in any determination that the sale or resale price of the Dwelling Unit complies with applicable limitations, any owner, seller,purchaser or prospective purchaser of such dwelling unit may be required by the Department of Human Services,as the administrator of the Affordability Plan,to provide documentation of the annual income of the person or family who will own and occupy the dwelling unit and of compliance with applicable sale price or resale price limitations,which documentation shall be available upon request to the Zoning Enforcement Officer. 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'w N+f�^ `\,,l t•,2. }j ` +)...... nQ .4` •tom`, Yam/" �.r j� ''`, += , ,y � �'1, .... ..•+ .✓•.+..... ......,_...•..., Z��/�z lho v K �'3 NOZ *-aww 1l116 Q ,� �'• � � 3NOZ K `t Pz- JWt © µno:. .•�ter. „ ✓ L".Y.' ,. ,r Q "�,�i � Q 1,• r r N Sf4 Tiaa� ale S-a� ?d&U&01t m � cd 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 J�OSOR-CO TELEPHONE (860) 644-2511 July 28, 2016 Robert Mannarino Mannarino Builders, Inc. 400 Chapel Road, Unit 3-F South Windsor, CT 06074 Dear Mr. Mannarino: Re: Preconstruction Meeting for Appl. 16-28P, Clark Estates II IN ATTENDANCE Name Company E-MAIL Phone number Michele R. Lie SW Planning michele.li e(a�southwindsor.or 644-2511 x252 Jeffrey Doolittle SW Engineering 'effre .doolittle southwy ndsor.or 644-2511 x245 Walter Summers SW Fire Marshal walter.summersaa southwindsor.or 644-2511 x217 Christopher Duchesne SW Police Dept. christo her.duchesne southwindsor.or 860-648-6273 Robert Mannarino Mannarino rob@maiinarinobuilders.com 860-416-6811 Builders, Inc. Mike Girard Simscroft m irard simscroft.com 860-658-5790 Jim Martucci Simscroft imartucci@simscroft.com 860-658-3673 Laurie Tait Eversource Gas Laurie.tait@eversource.com 860-335-5282 The following is a brief summary of points discussed during the meeting: Erosion and Sedimentation Control 1. All erosion and sedimentation control measures are to be in place prior to earth moving operations in each area and maintained/cleaned out during construction. Call Jeffrey Folger, Senior Environmental Planner for inspection when measures are in place, prior to commencement of site work or if any problems/concerns arise during construction at 860-644-2511 Ext. 229. 2. All topsoil stockpile areas to be protected(ringed with haybales or equal). 3. During construction a crushed stone tracking pad may need to be installed and maintained to minimize tracking of dirt/gravel on to Clark Street. Calcium chloride or water is to be used for dust control as required. There will be two (2)tracking pads off Clark Street. 4. Install and stabilize the detention basin and swale on site first. Public Works 1. Three complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by the Planning Department along with plans developer needs. Only approved plans are to be used on the job site. 2. The Engineering Department is to be notified forty-eight (48) hours prior to the start of major construction work in (Road Name) with inspections and testing per Developers Checklist for the following: a. After site is staked out b. All drainage work c. Preparation of subgrade, compaction tests as per Developer's checklist d. Placement of bituminous concrete,two (2) inch layers maximum 3. A street cut permit is required for each end of the new private road off Clark Street. 4. A street cut permit is also needed for each utility connection in Clark Street. 5. Certification of gravel used as subbase and processed stone for base will be required from an approved testing company 6. Certification of all products used -- storm pipe, structures, pavement,oil/grit separator and sewer grinder pump system shall be presented to the Town Engineer prior to installation. 7. The contractor should be aware that the inspection of the infrastructure improvements may result in the replacement of structure tops and/or structures prior to final paving if found to be deficient. 8. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 9. Progress As Built Plans are to be submitted to the Town Engineer for approval prior to paving and after subgrade formation. Show elevations and location of all storm drainage and sanitary sewer. 10. An as built plan will be required for the improvements to Chaponis Way. A separate as built plan will be required for each house. 11. As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers and house service laterals located as per revised as-built checklist. 12. All pipe and structures to be backfilled with free draining material compacted in maximum one foot lifts with approved compaction equipment or approved equal if deep trench is encountered. Any pipe or structure work requires inspection prior to backfilling. 13. Any problems and/or questions regarding construction of this project will be directed to Jim Martucci in the field at cell phone 860-573-7176 or Keith Rector at 860-573-7984. 14. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 15. Job meetings will be held as needed, and can be called by the developer or Town. 16. Seventy-two (72) hours' notice needed for certificate of occupancy inspection request for each house and a$35 C.O. inspection fee is due at that time. 17. Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in quadruplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 18.Normal hours of operation 7:00 a.m. —5:00 p.m., no work on Sunday. 19. A plot plan will be submitted with all building permit requests for each house. 20. A drain layers permit is needed for installation of the sewer main and connection to the existing sewer main in Clark Street. 21. A drain layers permit is needed for the sewer lateral connection to each house and the current sewer connection, and user fees are due with the permit application for each house. 22.No paving after October 15 or before April 15 without written approval from Director of Public Works. 23. Extra care must be taken when compacting around structures such as catch basins and manholes. These spots often become problem areas in the future due to settling, therefore, the town staff/inspectors will be requesting additional compaction tests in these areas 24. Inspection of gravel access road required prior to placement of topsoil. 25. Sanitary lateral locations should be tied down to existing structures and shown on the progress as built. 26. For concrete sidewalks, 8" depth with reinforcements is required at driveway crossing. If the sidewalk is constructed before lot development, the locations must be indicated on the as-built plans. If a proposed driveway location is moved, the sidewalk must be removed to the nearest expansion joint and rebuilt to the proper depth with reinforcement. 27. During construction of individual sanitary sewer house laterals,the contractor shall prepare an as- built sketch on standard form provided by the Engineering Department. This form should be submitted to the design engineer/surveyor for their use in preparing the as-built plan. The Engineering Department suggests that the contractor also show locations of foundation drains and water laterals on this form. 28. During construction for individual house lots, lot to lot drainage must be addressed with drainage swales as necessary. For lawn establishment, town staff will be requiring erosion control measures to be installed prior to the issue of the certificate of occupancy to ensure soil stabilization. A detailed erosion control plan must be implemented and depicted on the plot plan for review prior to the issuance of the building permit — most particularly on lots with extensive grading. 29. Any unfinished site work will be bonded prior to Engineering and Planning Department sign-offs for a Certificate of Occupancy. Planning Department 1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Department. Additional landscaping installed on one part of a site will not preclude planting all of the remaining items shown on the landscaping plan. 2. A sidewalk easement along Clark Street frontage is required. 3. Sign permits are required for all temporary and permanent signs. Utilities 1. Contact utilities for coordination of utilities connection. Fire Marshal(Commercial Facilities) 1) Documents—Complete set of stamped plans with the following: a. Plan review paid b. Code information sheet c. Exiting plans with travel distances d. Wall types e. Door schedule f. Mechanical, Electrical, reflected ceiling g. Fire alarm h. Basic sprinkler layout ** PLAN REVIEW COULD TAKE 30 DAYS FOR APPROVALS ** 2) Inspections: a. Above ceiling b. Penetrations and separations c. Sprinkler system A. Hydraulic calculations and cut sheets B. Underground flush and hydrostatic test C. System hydrostatic test D. Main drain test/inspectors test E. Outside bell F. NFPA 13 paperwork d. Fire Alarm e. Emergency lighting test f. Final Inspection ** PLEASE NOTE THE FOLLOWING** 1. Consulting inspection will be welcomed 2. Multiple inspections can be done on the same day 3. Stocking/addition of fixtures to occupancy will only be allowed if the life safety systems are on line. Police Services 1. Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead. If the developer occupies or owns the building after construction emergency numbers must be provided to Police Services. 2. All buildings located on property that abuts a public highway must be numbered and visible from the street. All numbering shall comply with Town Ordinance 6-800 through 6-802. 3. Barns, garages, and outbuildings, which are located on the same premises as a numbered structure, are excluded. 4. Erect temporary sign on the site during construction identifying the project. 5. If an alarm is to be installed contact Police Services. Building Department 1. Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Very truly yours, Michele R. Lipe,AICP Director of Planning MRL/llz cc: Jeffrey Doolittle, Town Engineer Bernie Drabek, Engineering Inspector Michael Gantick,Public Works Christopher Dougan, Chief Building Official Fred Shaw, Superintendent of Pollution Control Walter Summers, Fire Marshal Utilities PRECONSTRUCTION MEETING SIGN-IN SHEET PLEASE Print Clearly �- Caw w�' /�'��!� F � ,2,y��) S;.r��oGr /n ►z a,e ts�LP Sim c/t�Fi to J14 n i,% 10-i s ca..% Ao 404 GH�Ji ll. Ovux S Wla*At your l Getus rtct!-.dam rnw,,��eR.o o�� 6a�3 E-1eTScurca— aurt e. s _c SIMSCROFT-ECHO FARMS, INC. P. O. Box 581, Simsbury, CT 06070 WMAN.SIMSCROFT.COM Rev.2-12-14 Routine & Emergency Contact List Weekdays 6:30 a.m. to 5:00 p.m. Administrative Offices - Located at 2 Farms Village Road (860) 651-0231 James Martucci, Senior Project Manager Direct Phone 860 658-3673 Fax 860 408-4667 Cell: 860 573-7176 imartuccitc)simscroft.com Michael Girard, Pres. Direct Phone 860 658-5790 Fax 860 408-4667 Cell: 860 836-2300 mgirard(@simscroft.com Dispatch /Operations Office -36 Iron Horse Boulevard, Simsbury (860) 651-0660 David Girard Direct Phone 860 658-3676 Fax 860 658-2604 pgirard .simscroft.com Greg Girard Direct Phone 860 651-0650 Fax 860 658-2604 ggirard(@simscroft.com Off Hours, Holidays & Weekends Please call in the following order: 15t Greg Girard: Cell: (860) 559-1999 Dispatch/Operations Home: (860)653-5876 ggirard(a)-simscroft.com 2nd David Girard: Cell: (860) 573-7163 Owner/Superintendent Home: (860)658-2003 3`d Jim Martucci Cell: (860) 573-7176 Senior Project Manager Home: (860)658-6292 4th Keith Rector Cell: (860) 573-7176 General Superintendent 51h Mike Girard: Cell: (860) 836-2300 Owner/President Home: (860)658-2765 TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON � Q 1 i ' � Phone No. 0- Ocs - 141 Address ,y "r" C. CJ3 i Site Name_ 4 f 1t �`N'ti�� -Y P&Z No. Owner �� v��H r ,�4 1 .t 1�(r r T t�J C Phone No -7 Contractor M Signature of Owner ' "" ��- Date: /v- / 6 Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. Include Four (4) copies of plan/profile of Change. ) Reason for Change: (Why is change required) c� �'jd Qr*,/+n-� �c ... nr c�i�� �c.p ►"'art. ���..�Cl R-g���w� 1 ti'ti �. �gri'i .�l�cC�' �,E'vJ�r APPROVALS: (As Required Dir. Of Planning , Date: ��/1►, Town Engineer '%l/� ';u�,� <s ' 4' Date: Dir.. of Pub_lic� Wd'rks Date other: '! u ) >- 1 + {. {, f:. -' Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department 7F=125.50 FL=119.90 1 MHO/ g9 S MH",2 C �`\ //P �� 21 h �ti..,. 2.49 4.7%(116.4) .1%(116.3)- OejJ h N1/ 133.9) ? S ` 3 F_1�1 � T,E.TV N OPo _ FL=11 ��_ ' FL=121.3 2.1%(116.3) CO FL-119.4 - 8.8z 16 , nn-- \ O U � „� i O �• ` ( 22 0 Cb 9� i 0 G _ 9 6 c� ego o _—'- - T•E,TV YD#5 TO CB#8 1 JX-1570 HDPE ® 1.49% _- / \ h '.�lb YD 5 `� h TF#122.50 12 FL=118.90 chc�Pp 3 15" FL=118.65 4�y - G PLAN TO SHOW 77��. C +72.58 �? REVISED SANITARY SEWER LATERAL -- _ 10 00 FOR UNITS 16 & 22 s0 �� CLEANOUT (A 1% CLARK ESTATES 11 5OA,�S FL=128 0 \� 4 DATE: OCTOBER 3, 2016 ® 3 = SCALE: 1 INCH = 40 FEET S �0 N P E opPREPARED BY: ALFORD ASSOCIATES, INC. S$ CBrJ# it ti SS: SAN-LAT16-1 � 3 1na'i s-'VS77NG POLE L OCA7ED 1 Ca#l0 ��,.•. 0 I'F='I30.6� FL 26.:e,T I Ot , Q REMO TO BE W. PIT "T� s I�WN Sfq O-Pso� V&U&Ot 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 f�OSOR-CO TELEPHONE (860) 644-2511 January 24, 2017 Mannarino Builders, Inc. Robert Mannarino 400 Chapel Road, Unit 3-F South Windsor, CT 06074 Re: Appl. 16-28P, Clark Estates II Site Bond This is to advise you that the Planning and Zoning Commission voted on January 10, 2017 to set the engineering site bond at$472,600 for Appl. 16-28P, Clark Estates II. A bond or letter of credit in this amount must be posted prior to the issuance of Certificate of Occupancies on any of the units. Sincerely, Gary Bazzano, Chairman PLANNING&ZONING COMMISSION GB/llz Enclosure cc: Town Engineer Environmental Planner SOWN Sfq %Wn ale Sot� V&U&ot 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 soa•co TELEPHONE(860) 644-2511 February 15, 2017 Robert Mannarino Mannarino Builders Inc. 400 Chapel Road,Unit 3-F South Windsor, CT 06074 Dear Mr. Mannarino: Re: Appl. 16-28P, Clark Estates II Special Exception Site Plan of Development Corrected Approval Condition We are pleased to advise you that the Planning & Zoning Commission voted on February 14, 2017, to correct approval condition #15 from the approval letter dated June 16, 2016 for the above referenced application for a special exception to Section 3.3 and a Site Plan of Development for Clark Estates II to read, 15. In accordance with Section 3.3.4, a waiver has been granted to allow a variety of house sizes allowing the construction of houses as large as 1,860 sq ft. The affordable housing units must be representative of all home styles. Efforts should be made to include a variety of house colors and styles within the development. Sincerely, Gary Bazzano, Chairman Planning&Zoning Commission SOUTH WINDSOR,CL 06074 PH.860-289-7055 • FAX.860-289-7121 LIC#01028 WEBB SITE:www.mannarinobuilders.coni MIN- NNA,' 1,',',,'1- r: r January 27,2017 Town of South Windsor Michele Lipe,Town Planner 1540 Sullivan Avenue South Windsor, Ct. 06074 Re: Clark Estates II Dear Michele, I would like to come before the commission to discuss a correction on the approval condition that has to do with the size of the homes.In reading the approval I noticed it stated up to 1800 s•f•of living area and what I submitted and what I believed I discussed'at the public hearing was up to 1,850 s.f. of living area.Please let me know if I can be on the agenda for the February 14,2017 meeting. Tha x You, Rokfert` a arino Mannarino uilders,Inc. ?fir - _ HOUSING AFFORDABILITY PLAN INTRODUCTION Mannarino Builders, Inc., a Connecticut corporation with offices in South Windsor, Connecticut (the "Developer") submits this"Affordability Plan" to the Town of South Windsor Planning Department in conjunction with its development of 22 units of single family residential housing to be constructed within the common interest community fon nat as a planned community to be known as "Clark Estates II a Planned Community" (the "Planned Community"). The Planned Community is currently in the course of site construction and the Developer intends to commence the marketing and construction of the residential family units in the near future. The Planned Community is located on the easterly side of Clark Street, in the Town of South Windsor,on 8.75 acres of land(the"Property"). Under this Affordability Plan, 5 of the 22 single family residential housing units within the Planned Community will be designated as "Housing Opportunity Units," meaning that all such units will be affordable to individuals or families earning eighty percent(80%)or less of the median income for the Town of South Windsor or eighty percent (80%) of the median income for the Greater Hartford Area, whichever is less (referred sometimes hereinafter as "Affordable Housing Opportunity Applicant" or "Affordable Housing Opportunity Applicants"). The Housing Opportunity Units will be maintained as such For no less than 40 years (the "Affordability Period"). Because the information regarding median incomes for the foregoing respective determination areas are updated periodically, the actual maximum purchase price will be calculated at the time of purchase. This Affordability Plan describes how the affordable housing component of this Planned Community will be administered. I. Units Designated For Housing Opportunity within the Planned Community. As stated previously herein the Developer will be designating 5 of the 22 residential housing units within the Planned Community as Housing Opportunity Units in accordance with the Affordability Plan. A qualified Affordable Housing Opportunity Applicant will have the option of selecting the residential structure style from the Developer's offering of housing structure styles. The 5 Housing Opportunity Units will be located throughout the Planned Community so as to be indistinguishable when viewed from the exterior from the other housing units in the Planned Community. Each Housing Opportunity Unit shall only be used by the Affordable Housing Opportunity Applicants as their primary residence and only as a single- family residence. At the time of the sale of the Housing Opportunity Unit from the Developer to the Affordable Housing Opportunity Applicant, the deed of conveyance of title will be subject to the affordability provisions of the Affordability Plan for the entire duration of the Affordability Period, all of which shall be contained in a restrictive covenant within the body of the deed of conveyance of title. During the Affordability Period a Housing Affordability Unit may only be sold at a price that,and to a new owner who, qualify for such housing under the provisions of the Page I of 18 affordability Plan. In reference to the foregoing the Town shall have the right to withhold certificates of occupancy unless issued certificates of occupancy meet affordability ratio approved by the Planning and Zoning Commission Il. Forty(40)Year Period. As stated previously, the Housing Opportunity Units shall be designated as affordable housing units for no less than forty(40) years. The forty(40) year Affordability Period shall be calculated separately for each Housing Opportunity Unit, and the housing affordability period shall commence on the date of closing of title to the Housing Opportunity Unit. M. Nature of Construction of Housing Opportunity Units and Market-Rate Units. Within this Planned Community, Housing Opportunity Units shall be constructed in accordance with the final plans approved by the Town of South Windsor Planning Department. Housing Opportunity Units shall be comparable in size to market rate units of the same standard style offered to all other housing units of that style in the Planned Community. As stated previously the Affordable Housing Opportunity Applicant of a Housing Opportunity Unit will have the option of selecting any of the home styles being offered to all purchasers of units in the Planned Community which will be the same standard amenity/features, exclusive of size and style,provided to all purchasers. IV. Entity Responsibig for Administration and Compliance. This Affordability Plan will be administered by Developer or its successors and assigns ("Administrator"). The Administrator shall submit a written status report to the Town Zoning Commission on compliance with this Affordability Plan annually, every 12 months following the commencement of marketing and construction of the housing units within the Planned Community until the time that the Developer has completed the selling and constructing all housing units and has completed all other aspects of the Planned Community. The role of Administrator may be transferred or assigned to another entity, provided that such entity has the experience and qualifications to administer this Plan. Developer or its successors will provide written notice to the Town Zoning Commission no less than 30 days before any assignment of the role of Administrator. V. Affirmative Fair Housing Marketing Plan Pursuant to the provisions of Connecticut Fair Housing Act, C.G.S. § 46a-64c, the marketing and sale of Housing Opportunity Units shall be on an equal opportunity basis, and shall not discriminate against any Affordable Housing Opportunity Applicant based on race, creed, color, national origin, ancestry, sex, gender identity or expression, marital status, age, lawful source of income, familial status, learning disability or physical or mental disability. All notices shall comply with the provision of the Connecticut Fair Housing Act C.G.S. § 46a- 64c with respect to the sale of any Housing Opportunity Unit. Page 2 of IS Where appropriate, the Developer shall be responsible for advertising the availability of the Housing Opportunity Units via The Hartford Courant and the Journal Inquirer in the manner consistent with the intended purpose of the before stated statutory provisions as applicable to the Planned Community. Depending on the success of the before stated program in attracting qualified buyers for the Housing Opportunity Units, the Developer may further advertise the availability of those units, as it deems appropriate to accomplish the goals of the Affordability Plan. VI. Purchase Eligibility. Eligibility of families or households to purchase a Housing Opportunity Unit in the Planned Community shall be determined by the Administrator in accordance with the Affordability Plan including Schedule A and Exhibits 1,2, 3 and 4 thereto. V1I. Application Process. A purchaser ("Applicant") seeking to purchase one of the Housing Opportunity Units must complete the application form on Schedule A and Exhibits 1, 2, 3 and 4 thereto, to determine eligibility. The application form and process shall comply with the Fair Housing Acts. A. Application Form. The application form shall be provided by the Administrator and shall include an income certification form. In general, income for purposes of determining an Applicant's qualification shall include the Applicant family's total anticipated income from all sources for the twelve (12) month period following the date the application is submitted (`Application Date'). In determining what is and is not to be included in the definition of family annual income the Administrator shall use the criteria set forth by HUD and listed on Exhibit 2 to Schedule A, attached. B. Applicant Interview. The Administrator shall interview an Applicant upon submission of the completed application. Specifically,the Administrator shall, during the interview,undertake the following: 1. Review with the Applicant all the information provided on the application. 2. Explain to the Applicant the requirements for eligibility, verification procedures, and the penalties for supplying false information. 3. Verify that all sources of family income and family assets have been listed in the application. Make clear that the term "family" includes all individuals who are to occupy the home, and that no relationship by blood or marriage is required. Page 3 of 18 4. Request the Applicant to sign the necessary release forms to be used in verifying income. Inform the Applicant of what verification and documentation must be provided before the application is deemed complete. 5. Inform the Applicant that a decision as to eligibility cannot be made until all items on the application have been verified. 6. Review with the Applicant the process and restrictions regarding resale. C. Verification of Applicant's Income. Where it is evident from the income certification form provided by the Applicant that the Applicant is not eligible, additional verification procedures shall not be necessary. For example, if the Applicant will not be able to qualify for mortgage financing sufficient (when taken into account with the Applicant's own financial resources and any other financial assistance confirmed to be available for the purchase of the Housing Opportunity Unit in question at the sales price determined in accordance with Exhibit I to Schedule A hereto) this would be a situation that would indicate that the Applicant is not eligible. If the Applicant appears to be eligible, the Administrator shall then require verification of the Applicant's reported income in accordance with the provisions of the Affordability Plan. If applicable, the Applicant shall provide the documentation listed on Exhibit 3 to Schedule A, attached hereto, to the Administrator, This list is not exclusive, and the Administrator may require any other verification or documentation, as the Administrator deems necessary. VIII. Maximum Purchase Price Amounts Calculation of the maximum purchase price for a Housing Opportunity Unit shall utilize the lesser of the area median income data for the Town of South Windsor or the Greater Hartford Area median income as determined by the Capital Region Council of Governments C'CRCG') as in effect on the day a purchase and sale agreement has been executed by both Developer and Purchaser. See Exhibit 1 to Schedule A for the sales price calculation provisions of the Affordability Plan. IX. Required Fees And Access To Amenities. All Purchasers of Housing Opportunity Units shall have the same rights and privileges as Purchasers of market-rate units within the Planned Community, including access to and use of recreational and community amenities. Fees charged to Purchasers of Housing Opportunity Units shall not be set so as to cause such Purchasers to pay more than the maximum monthly payment as determined pursuant to Section VIII and Exhibit 1 to Schedule A. Page 4of18 X. Principal Residence. Housing Opportunity Units shall be occupied only as a Purchaser's principal residence. XI. Requirement to Maintain Condition. All Housing Opportunity Unit purchasers are required to maintain their own units as all market rate purchasers maintain their units within the Planned Community. XII. Change_ of Income or Oual fvine Status of Affordable Housing Opportunity Applicant. In the event that an Affordable Housing Opportunity Applicant's income changes so as to exceed the qualifying maximum, or if the Applicant otherwise becomes disqualified, such Affordable Housing Opportunity Applicant must provide notice to the Administrator within seven (7) days of the disqualification. Upon being determined to be disqualified by the Administrator, then such Affordable Housing {opportunity Applicant's purchase and sale agreement shall be rendered null and void, and then the Housing Opportunity Unit in question shall be placed buck on the open market for sale to another qualified Affordable Housing Opportunity Applicant. XIII. Enforcement. The Town of South Windsor Planning Department shall retain all enforcement powers granted by the Connecticut General Statutes, including C.G.S. § 8-12, which powers include, but are not limited to,the authority, at any reasonable time to inspect the property and to examine the books and records of the Administrator to determine compliance of Housing Opportunity Units with this Affordability Plan, XIV. Binding Effect This Affordability Plan shall be binding on the successors and assigns of Developer and Developer. Dated at South Windsor, Connecticut January 11, 2017 DEVELOPER: MANNARINO BUILDERS, INC. r By Robert aria , Its President Page 5of18 SCHEDULE A APPLICATION OF AFFORDABLE HOUSING OPPORTUNITY APPLICANT OF A HOUSING OPPORTUNITY UNIT AT CLARK ESTATES, A PLANNED COMMUNITY NAME: ADDRESS: PHONE 1: PHONE 2: You are making this is an application(in conjunction with your desire to purchase Unit #_(of Clark Estates II a Planned Community in the Town of South Windsor,referenced hereinafter as the"Planned Community")to Mannarino Builders, Inc.as Developer and Administrator of the"Affordability Plan"for the Planned Community. You are making this application as an"Affordable Housing Opportunity Applicant"to determine if you are qualified under the Affordability Plan to purchase one of the 5 "Housing Opportunity Units"of the 22 units of the Planned Community. In conjunction with making this application you will have to become familiar with and provide the information-required by the following referenced exhibits: Exhibit 1,the Calculation Provisions for Determining Purchase Price of a Housing Opportunity Unit,which will show you how, and will be the basis upon which, the purchase price of your selected unit is determined. Exhibit 2 Definitions and Elements of Annual Family Income, which defines what comprises your family income and what you will be required to report as such. Exhibit 3 Applicant's Documentation of Income, details all of the financial documentation you will be required to provide to determine your qualifications(this listing of documentation is very detailed and many of these items may not be applicable to you so if you have any questions inquire of the Administrator). Exhibit 4 Residential Housing Opportunity Ownership Restrictions,this is the substance of the restrictive covenant that will be included in your deed of title in order to document that your unit is subject to a 40 year housing affordability requirement. Page 6 of 18 If these requirements are acceptable to you will be required to sign this Application in the space provided below, and by so doing you agree to be bound by the Affordability Plan as well as the requirements of the four exhibits attached to this application. Dated this_day of 2017 Affordable Housing Opportunity Applicant#1 Date: Affordable Housing Opportunity Applicant#2 Date: Page 7 of 18 EXHIBIT 1 CALCULATION PROVISIONS FOR DETERMINING PURCHASE PRICE OF A HOUSING OPPORTUNITY UNIT Calculation Steps f -ice determination of Housing tv s)or sales 121 0pporlunL Unit The maximum price for any affordable unit that is sold or resold within a set-aside development, for the period of affordability restrictions, to a household earning eighty percent of the median income or less, shall be determined as follows: (1) Step 1. Determine median income for the Town of South Windsor area and the statewide median as published by the U.S. Department of Housing and Urban Development for the subject municipality, and use the lesser of these figures. (2) Step 2. Adjust median income identified in Step I by family size by assuming that 1.5 persons will occupy each bedroom of an affordable unit. Family size adjustment shall be made with reference to the following percentages: NUMBER OF 1 2 3 4 5 6 7 8 PERSONSIN FAMILY PERCENTAGE 70% 80% 90% 100% 108% 116% 1240/a 1324 ADJUSTMENT (BASE) The family size adjustment that involves a half person (such as 4.5 persons) shall be calculated by taking the midpoint between the relevant figures above and below the half. For example, the adjustment for a 4.5 person household is 104 percent. (3) Step 3. Calculate eighty percent(801/1o) of Step 2. (4) Step 4. Calculate thirty percent (30%) of Step 3, representing that portion of household income deemed to be used for housing costs. Page 8 of 18 (5) Step 5. Divide step 4 by twelve(12)months to determine the maximum monthly housing payment. (6) Step 6. Determine by reasonable estimate monthly housing expenses, including real property taxes; real property insurance; any common interest ownership or similar fee required of all unit purchasers or owners; and heat and utility costs, excluding television, telecommunications,and information technology services. (7) Step 7. Subtract Step 6 from Step 5 to determine the amount available for mortgage principal and interest. (8) Step 8. Using the amount resulting from Step 7, apply a mortgage term and interest rate that is commercially reasonable and available to households likely to apply to purchase such units,in order to determine the financcable amount. (9) Step 9. Calculate down payment, which shall be the lesser of 20%of the total sales price or 20%of CHFA's maximum sales price limit for a comparably-sized unit in the area. 10) Step 10. Add Steps 8 and 9 to determine the maximum sale or resale price. Page 9 of 18 EXHIBIT 2 DEFINITIONS AND ELEMENTS OF ANNUAL FAMILY INCOME l. Annual income shall be calculated with reference to 24 C.F.R. § 5.609 and includes,but is not limited to,the following: (a) The full amount, before any payroll deductions, of wages and salaries, overtime pay, commissions,fees,tips,bonuses and other compensation for personal services; (b) The net income from operations of a business or profession, before any capital expenditures but including any allowance for depreciation expense; (c) Interest, dividends, and other net income of any kind from real or personal property; (d) The full amount of periodic payments received from social security, annuities, insurance policies, retirement funds, pensions, disability or death benefits, or other similar types of periodic payments; (e) Payments in lieu of earnings, such as unemployment and disability compensation, worker's compensation,and severance pay; (f) Welfare assistance. If the welfare assistance payments include an amount specifically designated for shelter and utilities that is subject to adjustment by the welfare assistance agency in accordance with the actual cost of shelter and utilities, the amount of welfare assistance to be included as income consists of the following: (i) The amount of the allowance exclusive of the amounts designated for shelter or utilities,plus (ii) The maximum amount that the welfare assistance agency could in fact allow the family for shelter and utilities; (g) Periodic and determinable allowances, such as alimony and child support payments, and regular contributions or gifts received from persons not residing with the Applicant(e.g. periodic gifts from family members, churches, or other sponsored groups, even if the gifts are designated as rental or other assistance); (h) All regular pay,special pay and allowances of a member of the armed forces, and (i) Any earned income tax credit to the extent it exceeds the income tax liability of the Applicant. 2. Excluded from the definition of family annual income are the following: Page 1'0 of 18 (a) Income from employment of persons under the age of 22; (b) Payments received for the care of foster children; (c) Lump-sum additions to family assets, such as inheritances, insurance payments, capital gains and settlement for personal or property losses; (d) Amounts received that are specifically for, or in reimbursement of, the cost of medical expense for any family member; (e) Amounts of educational scholarships paid directly to the student or to the educational institution, and amounts paid by the government to a veteran in connection with education costs; (f) Amounts received under training programs funded by HUD; (g) Food stamps; and (h) Temporary, nonrecurring or sporadic income (including gifts that are not regular or periodic. 3. Net family assets for purposes of imputing annual income include the following: (a) Cash held in savings and checking accounts, safety deposit boxes, etc.; (b) The current market value of a trust for which any household member has an interest; (c) The current market value, less any outstanding loan balances, of any rental property or other capital investment; (d) The current market value of all stocks, bonds, treasury bills, certificates of deposit,and money market finds; (e) The current value of any individual retirement or Keogh account; (f) The cash value of a retirement or pension fund, which the family member can withdraw without terminating employment or retiring; (g) Any lump-sum receipts not otherwise included in income (Le., inheritances, capital gains,one-time lottery winnings,and settlement on insurance claims); (h) The current market value of any personal property held for investment(i.e.,gems, jewelry, coin collections),and (i) Assets disposed of within two (2) years before the Application Date, but only to Page 11 of 18 the extent consideration received was less than the fair market value of the asset at the time it was sold. 4. Net family assets do not include the following. (a) Necessary personal property(clothing, furniture, cars, etc.) (b) Vehicles equipped for handicapped individuals; (c) Life insurance policies; (d) Assets which are part of an active business,not including rental properties; and (e) Assets that are not accessible to the Applicant and provide no income to the Applicant. Page 12 of 18 EXHIBIT 3 APPLICANT'S DOCUMENTATION OF INCOME The following documents shall be provided, where applicable, to the Administrator to determine income eligibility: 1. Employment Income. Verification forms must request the employer to specify the frequency of pay, the effective date of the last pay increase, and the probability and effective date of any increase during the next twelve(12)months. Acceptable forms of verification(of which at least one must be included in the Applicant file)include: (a) An employment verification form completed by the employer. (b) Check stubs or earnings statement showing Applicant's gross pay per pay period and frequency of pay. (c) W-2 forms if the Applicant has had the same job for at least two years and pay increases can be accurately projected. (d) Notarized statements, affidavits or income tax returns signed by the Applicant describing self-employment and amount of income, or income from�tips and other gratuities. 2. Social Security, Pensions, Supplementary Security Income.Disability Income. (a) Benefit verification form completed by agency providing the benefits. (b) Award or benefit notification letters prepared and signed by the authorizing agency. (Since checks or bank deposit slips show only net amounts remaining after deducting social security or Medicare, they may be used only when award letter cannot be obtained.) (c) If a local Social Security Administration (SSA) office refuses to provide written verification, the Administrator should meet with the SSA office supervisor. If the supervisor refuses to complete the verification forms in a timely manner, the Administrator may accept a check or automatic deposit slip as interim verification of Social Security or SSI benefits as long as any Medicare or state health insurance withholdings are included in the annual income. 3. Unemployment Compensation. Page 13 of 18 (a) Verification form completed by the unemployment compensation agency. (b) Records from unemployment office stating payment dates and amounts. 4. Government Assistance. (a) All Government Assistance Programs. Agency's written statements as to type and amount of assistance Applicant is now receiving, and any changes in assistance expected during the next twelve(12)months. (b) Additional Information for "As-paid" Programs: Agency's written schedule or statement that describes how the "as-paid" system works, the maximum amount the Applicant may receive for shelter and utilities and, if applicable, any factors used to ratably reduce the Applicant's grant. 5. Alimony or Child Support Payments. (a) Copy of a separation or settlement agreement or a divorce decree stating amount and type of support and payment schedules. (b) A letter from the person paying the support. (c) Copy of latest check. The date, amount, and number of the check must be documented. (d) Applicant's notarized statement or affidavit of amount received or that support payments are not being received and the likelihood of support payments being received in the future. 6. Earned Income Tax Credit, (a) For credits applied in one lump sum against tax liability, use income tax return (IRS Form 1040 or 1040A). (b) For credits applied through regular salary paychecks, use IRS Form W-5 (Earned Income Credit Advance Payment Certificate). 7. Net Income from a Business. The following documents show income for the prior years. The Administrator must consult with Applicant and use this data to estimate income for the next twelve(12)months. (a) IRS Tax Return,Form 1040,including any. Schedule C(Small Business) Schedule E(Rental Property Income) Schedule F(Farm Income) Schedule K-1 (Partnership Income, etc.) Page 14 of 18 (b) An accountant's calculation of depreciation expense,computed using straight-line depreciation rules. (Required when accelerated depreciation was used on the tax return or financial statement.) (c) Audited or unaudited financial statement(s)of the business. (d) A copy of a recent loan application listing income derived from the business during the previous twelve(12)months. (e) Applicant's notarized statement or affidavit as to net income realized from the business during previous years. 8. Recurring Gifts. (a) Notarized statement or affidavit signed by the person providing the assistance. Must give the purpose, dates,and value of gifts. (b) Applicant's notarized statement or affidavit that provides the information above. 9. Scholarships. Grants, and Veterans Administration Benefits for Education. (a) Benefactor's written confirmation of amount of assistance, and educational institution's written confirmation of expected cost of the student's tuition, fees,books and equipment for the next twelve (12) months. To the extent the amount of assistance received is less than or equal to actual educational costs, the assistance payments will be excluded from the Applicant's gross income. Any excess will be included in income. (b) Copies of latest benefit checks, if benefits are paid directly to student. Copies of canceled check or receipts for tuition, fees, books, and equipment, if such income and expenses are not expected to change for the next twelve(12)months. (c) Housing expense and receipts or bills for housing expenses and utility costs paid by students living away from home. 10. Family Assets Currently Held. For non-liquid assets, collect enough information to determine the current cash value i.e.,the net amount the Applicant would receive if the asset were converted to cash). (a) Verification forms,letters,or documents from a financial institution,broker,etc. (b) Passbooks, checking account statements, certificates of deposit, bonds, or financial statements completed by a financial institution or broker. (c) Quotes from a stockbroker or realty agent as to net amount Applicant would Page 15of18 receive if Applicant liquidated securities or real estate. (d) Real estate tax statements if tax authority uses approximate market value. (e) Copies of closing documents showing the selling price, the distribution of the sales proceeds and the net amount to the borrower. (f) Appraisals of personal property held as an investment. (g) Applicant's notarized statements or signed affidavits describing assets or verifying the amount of cash held at the Applicant's home or in safe deposit boxes. 11. Assets Disposed of for Less Than Fair Market Value ("FMV") During Two Years Preceding ApplicationDate. (a) Applicant's certification as to whether he or she has disposed of assets for less than FMV during the two (2)years preceding the Application Date, (b) If the Applicant states that he or she did dispose of assets for less than FMV, then a written statement by the Applicant must include the following: (i) A list of all assets disposed of for less than FMV; (ii) The date Applicant disposed of the assets; (iii) The amount the Applicant received; and (iv) The market value of the asset(s)at the time of disposition. 12. Savings Account Interest Income and Dividends. (a) Account statements, passbooks, certificates of deposit, etc., if they show enough information and are signed by the financial institution. (b) Broker's quarterly statements showing value of stocks or bonds and the earnings credited the Applicant. (c) If an IRS Form 1099 is accepted from the financial institution for prior year earnings, the Administrator must adjust the information to project earnings expected for the next twelve(12)months, 13. Rental Income from Property Owned by Applicant. The following, adjusted for changes expected during the next twelve(12) months,maybe used: Page 16 of 18 (a) IRS Form 1040 with Schedule E(Rental Income). (b) Copies of latest rent checks, leases,or utility bills. (c) Documentation of Applicant's income and expenses in renting the property (tax statements, insurance premiums, receipts for reasonable maintenance and utilities, bank statements or amortization schedule showing monthly interest expense). (d) Purchaser's written statement identifying monthly payments due the Applicant and Applicant's affidavit as to net income realized, 14. Full-Time Student Status. (a) Written verification from the registrar's office or appropriate school official, (c) School records indicating enrollment for sufficient number of credits to be considered a fill-time student by the school. Page 17 of 18 EXHIBIT 4 RESIDENTIAL HOUSING OPPORTUNITY OWNERSHIP RESTRICTIONS The following language, or substantially similar language,shall be inserted into each deed of title to a Housing Opportunity Unit: Acknowledgment of Income Restrictions The "Owner" of the Housing Opportunity Unit acknowledges and understands (1) that this Housing Opportunity Unit is being provided in accordance with provisions of state law requiring that it be maintained for persons and families earning eighty percent(80%) or less of the median income for the Town of South Windsor or eighty percent (80%) of the median income for the Greater Hartford Area, whichever is less; and (2) that Owner shall have the right to continue to be the owner of the Housing Opportunity Unit even if his/her/their income subsequently exceeds the aforesaid limitations. However, if the Owner wishes to sell the Housing Opportunity Unit during the Affordability Period (which shall run for 40 years from the date of transfer of title to the initial Owner from the Declarant of the Planned Community) the Housing Opportunity Unit may only be sold at a price and to a new purchaser both of which qualify under the provisions of the relevant Affordability Plan on file with the Town of South Windsor Planning and Zoning Office as the same may be amended from time to time. Page 18 of 18 SOWN S7-10-wn O-P Soai�% ?A;fu� fq J a ` • �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR•CO TELEPHONE (860) 644-2511 May 4, 2017 Robert Mannarino Mannarino Builders Inc. 400 Chapel Road,Unit 3-F South Windsor, CT 06074 Dear Mr. Mannarino: Re: Expiring Letters of Credit for Appl. 16-28P, Clark Estates II The Planning and Zoning Commission is holding the following Letters of Credit: PROJECT BANK AMOUNT EXPIRATION Clark Estates II United $ 10,000 Stormwater 7/21/17 Clark Estates II United $ 10,000 Erosion& Sediment 7/21/17 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendment promptly? Very truly yours Michele R. Lipe Director of Planning MRL/llz goviN sf4 Tov� O-P Soa� ?d&U1&)1t a 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 ��OSOR•c°�'� TELEPHONE (860) 644 2511 June 5, 2017 Robert Mannarino Mannarino Builders Inc. 400 Chapel Road,Unit 3-F South Windsor, CT 06074 Dear Mr. Mannarino: Re: Expiring Letters of Credit for Appl. 16-28P, Clark Estates Il The Planning and Zoning Commission is holding the following Letters of Credit: PROJECT BANK AMOUNT EXPIRATION Clark Estates II United $ 10,000 Stormwater 7/21/17 Clark Estates II United $ 10,000 Erosion& Sediment 7/21/17 We have not as yet received renewals of the Letters of Credit, which expire on July 21, 2017 as noted in our previous renewal request dated May 4, 2017. Please be advised that discussion of this matter will be placed on the July 11, 2017 agenda of the Planning & Zoning Commission. Calling of the letters of credit will be initiated at that time if we have not received a renewal. If you have any questions,please contact the Planning Department at 860-644-2511, ext. 253. Thank you. Very truly yours, Michele R. Lipe Director of Planning MRL/llz TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON Al oyr n v Phone No. A 0 L -7of y Address 4o,0 {) N�"T - F Site Name )yj r- :rr- P&Z No. / 6-L,19'P Owner P V 1 &,I M C4 t „ AV,14err , LNL Phone No. Av -L 70 fs. Contractor la Signature of Owner f ���� T Date: 7 44 .- Signature of Design Engr.I % ;TG_. Date: CHANGE: (Describe location and nature of change. Include Four (4) copies of plan/profile of Change. ) Reason for Change: (Why is change required) i L) or,. _•4- yt v�t�{,✓�_..� �t..�C''N' t^� �1 '�':.r,..��"�� - �('f f'r�... L,-0.:,. INN'+� +���,�+4 -'1 Cry of V APPROVALS: (As red) Dir.. g Of Plannin 'Requi _`1, Date: ; �] Town Engineer_ .::»=== Date: ~t---- Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink — Director of .Planning Goldenrod - Engineering Department RNNARINO BU,I-LDERS, INC . CLARK ESTATES I( - UNIT# 18 ( 62 ) CHAPO IS SOUTH WINDSOR, ,10 bx o' A*� 1nr V g t 7bb 3l 1lNr ' �d nor••/ �,� 4y' ti �' r ./ 1��^.' 's;F o •seS� a - � / at',, �� 4 •,u �. ', � ro�� 4 � ti 'salvts -a�__` • ,v .r5 S Oj �SF.L� o,N \V�•Z• �X 12 ONIaNVI ° �•, 42,y— �ie $ dye / oONy) �",wti f>a i✓bS,yopL� C �2c / „o/ y/ Mw o�Z I_ ��( •6.L hA y� /0�/ M 'ON09 o � / 30VA,5 u I f I 8l 3rtNxoaua y "; yam/ (� _ 1N3W35tl91yl 83 M 3ny.0 _.J 77Y1;3SOd-7• `' z .b' �V ` �Q,.\ I oa GVoa v lad .9 f 3V1N21 82/V -t73SOdONd VdS A13d0 szl d sr, AYVQN(!¢a 11N17 i o +ate �o � rs .(`. `s .J oy gl J S 9�•ZL� �. S b)v0 // •2 OWL=NIV8c S/ s� '['s�i• \ �� OaVI,ltl ld---I �• \; � s y / Nlvao oNuood o � @9 i' N030 9 `SO do auvUz L-13 ad •�---='j MOONM Ho-r'1 �i seat F, b%J y b`n \ � .a.64 O'9tt=13'NVS ,_'- Y•\�\ .. anlaa\ 3SRON 0350d0?Jd �,}` �-�� /� \ � cr �j '',��° �o sd� �' �\a3sadaad ° �I�,�i ,b • X. .�ox• 1 0 \ ;•t,. / Cyr b°b/°J K Y�'j � X,: � .°2 �\:' 6l �•. 1 . o0'Sz-'V: e'�zzs S o% _.MANNARfNOB.UILD�RS,��C CLARK ESTATES II UNIT # 18 ( 62 ) CHAPONIS WAY SOUTH WINDSOR, CT. MIDGE VENT - - - _ - - - - - — _ — _— — 12— — — — -------- r---- ---'� 12 - ----� — _ — _ — — — — — ------- — — — — — — — _ — - — _ _ — — — — — — — — _ D=CORP.TIVE -R T C- U R-A L — — — — — — — — — — _ --- — — — — — — — — — — — — — — — — — — — - - - ' j I ,` j " ,I �� -f�� �I I IfJlll —T —I !i 'I �I I• f� I� Ij I� f� I I-1--1j� � a tom— IJ I ,j . 1) I j'�, —�—! •�,_! 1�I � +` �r '`I'�"}"•��'"��Y' ���_ � �,",.,, t`rUl;V1{f1111111i11111 it!lltllll!i'dillNl;tilltll,ll;!It;l;ti?,f!U?;fill?tft;ftiillililtl'\iill;Ulllilti1l114i11(11i';Ilil'�' '�'f r t � �i ! , � � • ' I ' i4111V,V?.,1r„<.Ildhd?t,,LUldhit,IAli?'.i?Iflii?li?il'1ti1U1d11!?1f,lf'r'iu�`d�111111!rlil?ill?RfRllllilli'!II?Ifild?'IftVllil?Il111111l!!?iill'•,llllf,`;IU(Uf!!'llflLi',1?'„P:1f;i; ! ! I I SAWN SC4 co ?&Uaot G ^ a • w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 soa•co�'� TELEPHONE (860) 644-2511 November 16, 2017 Mannarino Builders, Inc. Robert Mannarino 400 Chapel Road, Unit 3-F South Windsor, CT 06074 Dear Mr. Mannarino: Re: Release of Letter of Credit for App1.16-28P, Clark Estates II Site Bond This is to advise you that the Planning and Zoning Commission voted on November 14,2017 to release the following bond as follows: PROJECT BANK AMOUNT REDUCTION BALANCE Clark Estates II United $472,593 $354,593 $118,000* *Maintenance Bond to expire in one year on November 14, 2018. Please forward amendments to the Letter of Credit we are currently holding at your earliest convenience. If you have any further questions contact the Planning Department at 860-644- 2511,Ext. 329. Thank you. Very truly yours, Bart Pacekonis, Chairman PLANNING&ZONING COMMISSION BP/llz Cc: Jeff Doolittle, Town Engineer Jeff Folger, Senior Environmental Planner MEMORANDUM To: Michele Lipe, Director of Planning From: Jeffrey Doolittle, Town Engineer yo Date. 11/14/17 RE: Application 16-28P—Clark Estates 2 The Engineering department has inspected the above site and finds the "public improvements" substantially complete. We are compiling a punch list of items to be finished and reviewing the draft as-built plan. The bond can be reduced to the maintenance level. Please contact me if you have any questions. 1 PROJECT: CLARK ESTATES II TOWN OF SOUTH WINDSOR Chaponis way P&Z ID: 16-19P ENGINEER: Alford Associates Date: January 5,2017 WORK RE BOND UNIT REDUCTION ITEM DESCRIPTION UNIT qUANTITY PRICE COST NO. 1 1 CLEARING &GRUBBING LS 1 2,500.00 2,500.00 0.00 STRIP &STOCKPILE 2 TOPSOIL CY 6900 5.00 34,500.00 0.00 EARTH EXCAVATION (EXCLUDING ROADWAY& 3 ITRENCH CY 5722 14.00 80,108.00 0.00 4 ROADWAY EXCAVATION CY 1680 14.00 23,520.00 0.00 EARTH TRENCH EXC. (0 - 5 4ft) CY 0 10.00 0.00 EARTH TRENCH EXC. (0 - 6 1 Oft) CY 3700 14.00 51,800.001 0.00 EARCH TRENCH EXC. (0- 7 15ft) CY 0 25.00 0.00 EARTH TRENCH EXC. (0- 8 20ft) CY 01 45.00 0.00 9 ROADWAY EXC. (ROCK) CY 0 65.00 0.00 ROCK TRENCH EXC. (0- 10 4ft) CY 100 100.00 10,000.00 0.00 ROCK TRENCH EXC. (0- 11 1 Oft) CY 125.00 ROCK TRENCH EXC. (0- 12 15ft) CY 0 140.00 0.00 ROCK TRENCH EXC. (0- 13 20ft) CY 0 150.00 0.00 14 FORMATION OF SUBGRADE SY 3590 2.00 7,180.00 0.00 15 SUBBASE GRAVEL CY 718 25.00 17,950.00 0.00 16 PROCESSED AGGREGATE TONS 1122 27.00 30,294.00 0.00 17 COMMON BORROW CY 21.00 18 GRAVEL BORROW CY 22.00 0.00 0.00 2" BIT. CONCRETE (CLASS 19 1) TONS 372 78.00 29,016.00 5,800.00 1-1/2" BIT. CONCRETE 20 (CLASS II) TONS 270 75.00 20,250.00 20,250.00 21 6"ASPHALT LIP CURBING LF 2197 4.00 8,788.00 1,700.00 ROAD WIDENING 22 COMPLETE SY 0 60.00 0.00 23 CONC. SIDEWALK 4'WIDE LF 1760 45.00 79,200.00 79,200.00 55 18" FLARED END EA 1 750.00 750.00 0.00 56 24" FLARED END EA 900.00 0.00 57 30" FLARED END EA 0 1,200.00 0.00 DETENTION OUTLET 58 STRUCTURE EA 1 4,500.00 4,500.00 0.00 10"WIDE GRAVE 59 ACCESSROAD LF 100 15.00 1,500.00 0.00 60 RESET M.H. OR C.B. EA 900.00 0.00 61 Yard Drains EA 5 2,500.00 12,500.00 0.00 62 63 SANITARY SEWER COMPONENTS 64 12" PVC IN PLACE SDR 35 LF 0 110.00 0.00 65 10" PVC IN PLACE SDR 35 LF 0 90.00 0.00 66 8" PVC IN PLACE SDR 35 LF 824 82.00 67,568.00 0.00 67 6" PVC IN PLACE SDR 35 LF 880 44.00 38,720.00 0.00 SANITARY SEWER STRUCTURES 68 Sanitary Manhole EA 8 3,850.00 30,800.00 0.00 SANITARY MANHOLE 69 W/DROP INLET EA 0 5,600.00 0.00 SANITARY MANHOLE OVER 70 10 FT. 4,500.00 0.00 71 72 STRUCTURES & MISC ITEMS 73 GAZEBO 0 3,500.00 0.00 74 BUS SHELTER LF 1 2,500.00 2,500.00 2,500.00 75 BRICK WALL WITH SIGN LF 1 1,500.00 1,500.00 1,500.00 PAVED WALKWAY LF 160 20.00 3,200.001 3,200.00 TOTAL 225,118.20 7,200.00 STRUCTURES& MISC ITEMS (CONT-D) END ANCHORAGE 76 (TYPE: ) EA 0 1,000.00 0.00 77 GUIDE POST EA 0 140.00 0.00 78 PAVEMENT MARKING LF 60 2.00 120.00 120.00 79 STREET SIGNS EA 2 130.00 260.00 0.00 80 TRAFFIC SIGNS EA 2 130.00 260.00 260.00 81 STREET LIGHTS EA 3 1,000.00 3,000.00 0.00 FURNISHING/PLACING 82 ITOPSOIL ISY 1 32777 2.50 81,942.50 81,942.50 SOWN Sf4 CID S � w� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 SoR-CO � TELEPHONE (860) 644-2511 March 1, 2018 Mannarino Builders, Inc. Robert Mannarino 400 Chapel Road,Unit 3-F South Windsor, CT 06074 Dear Mr. Mannarino: Re: Reduction of Letters of Credit for Appl.16-28P, Clark Estates II IWA/CC Bonds This is to advise you that the Planning and Zoning Commission voted on February 27,2018 to release the following bonds as follows: PROJECT , BANK AMOUNT REDUCTION BALANCE Clark Estates II United $10,000 E&S $5,000 $5,000 Clark Estates II United $10,000 Stormwater $5,000 $5,000 Please forward amendments to the Letter of Credit we are currently holding at your earliest convenience. If you have any further questions contact the Planning Department at 860-644- 2511,Ext. 329. Thank you. Very truly yours, Bart Pacekonis, Chairman PLANNING&ZONING COMMISSION BP/llz Cc: Jeff Doolittle, Town Engineer Jeff Folger, Senior Environmental Planner SOWN SEq 40 � O-P siolu� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE (860) 644-2511 October 11,2018 Mannarino Builders, Inc. Robert Mannarino 400 Chapel Road,Unit 3-F South Windsor, CT 06074 Dear Mr. Mannarino: Re: Release of Letters of Credit for Appl.16-28P, Clark Estates II E&S and Stormwater Bonds This is to advise you that the Planning and Zoning Commission voted on October 9, 2018 to release the following bonds as follows: PROJECT BANK AMOUNT REDUCTION BALANCE Clark Estates II United $5,000 E&S $5,000 -0- Clark Estates II United $5,000 Stormwater $5,000 -0- Please contact the Planning Department at 860-644-2511, Ext. 329 to arrange for the return of the above referenced Letters of Credit. Thank you. Very truly yours, Bart Pacekonis, Chairman PLANNING&ZONING COMMISSION BP/llz Cc: Jeff Doolittle,Town Engineer Jeff Folger, Senior Environmental Planner