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HomeMy WebLinkAbout18-15P Monroe Tractor TOWN OF SOUTH WINDSOR PLANNING&ZONING COMMISSION r� APPLICATION FORM Application Number: I� r RECEIVED Official Receipt Date: -?!)`L- l"/O p MAR: 2 0 Z01$ Munis Application #: I , SOUTH WiNDSOR PLANNING DEPT. APPLICANT: Monroe Tractor •707"3-73 PROJECT NAME: Monroe Tractor COMPLETE LOCATION OF PROPERTY: 6, 14 and 24 Sandra Drive OWNER OF RECORD ON LAND RECORDS: G&D Properties, LL , Daniel's Electric, Inc., DPE PropertieS, LU OWNER ADDRESS: c/o: Design Professionals, Inc. 21 Jeffrey Drive, South Windsor, CT 06074 GIS PIN #79900006, 79900014, 79900024ZONE I NAME, ADDRESS, TELEPHONE &v EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Dane LaBonte Design Professionals, Inc. 21 Jeffrey Drive, South Windsor, CT 06074 860-291-8755 Estimated presentation time: 20 min. THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing and Certificate of Mailing Required) ❑ Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Subdivision ® Special Exception to Table 4.1.1.A (Public Hearing and Certificate of Mailing Required) ® Site Plan of Development ® New ❑ Modification Building(s) Sq Ft ❑ General Plan of Development ❑ 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) PLEASE NOTE: An Application Pending Sign is required to be posted on the property for all applications ten (10) days prior to being heard by the Commission. 1,oaL rl-;'�— L9., Z,&eAF(— ' Signature of Applican gnature of Property Owner PANE D&16i✓PQvl�ESSroN S `(DftW— Lit f�O � b (lo&Pf��FFSte_y Print Name of Applicant Print Name of Property Owner Revised 1/9/2017 R P.O.BOX 1167 MAR 2 02018 21 JEFFREY DRIVE ■ SOUTH VANDSOR,CT 06074 PHONE:860.291.8755 ■ NTH"NDSOR"INING DEPT. FAX:860.291.8757 WW www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS I PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serwn,y Connecticut, Massachusetts, *Rhode Island LETTER OF TRANSMITTAL To: South Windsor Planning Department Date: 3/20/2018 DPI Project No. 4020 Re: Monroe Tractor PZC&CC applications 6, 14&24 Sandra Drive : WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ® Prints ❑ Renderings ❑ Specifications ® Copy of Letter ❑ Change Order ❑ COPIESDATE NO. DESCRIPTION 1 3/20/2018 1 Planning and Zoning Commission Application 2 3/20/2018 2 Site Plan Checklist 15 3/20/2018 3 Conservation Commission Application 3 3/20/2018 4 Sample Letter for Abutting Property Owners and Mailing Addresses 6 3/20/2018 5 Plans 4 3/20/2018 6 Stormwater Management Report 1 3/5/2018 7 PZC fee check$670#057414 1 3/5/2018 8 CC fee check$260#057413 3 n/a 9 Legal descriptions : 1 Varies 10 Owner and applicant authorization letters 1 n/a 11 Photos of existing building 3 3/20/2018 12 Narrative These are transmitted as checked below: ❑ For Approval ❑ No exceptions taken ❑ Resubmit copies for approval • ❑ For your use ❑ Make corrections ❑ Submit copies for distribution ❑ As requested ❑ Revise and Submit ❑ Return corrected prints ® For review and comment ❑ For bids due ❑ Prints returned after loan to us REMARKS: =ws(OR • SIGNED: LcgCC: Dane LaBonte TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT Monroe Tractor PROJECT NAME Monroe Tractor 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. N/A c. Layout of streets. x d. Surrounding property boundaries-within 500 feet. Y e. Names of abutting property owners. N/A f. Proposed open spaces and recreation areas. x g. Driveway cuts on abutting properties and any properties across from proposed site. h. Distance to and name of nearest intersection street. N/A 3. Architectural Elevations: See attached checklist for Architecture and Design Review. i 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. N/A 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). N/A 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. N/A 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. N/A h. All open space or other common or public land uses shall be indicated. x i. A-2 certification; P.E./L.S. Seal. 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 floodpiain 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. N/A 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. N/A 8. Traffic Report X 9. Site Lighting Plan N/A 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: N/A a. Layout of streets in sections coordinated by stations with the profile. Nq_ 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. NIA c. Sight line at driveway &street intersections. 3 N/A d. Profile of roadway showing existing and finished grades. Roadway profile will show all tangent grade and all vertical curve information. N/A 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. N/A 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. N/A h. Profiles shall show all sanitary sewer lines and manholes, including elevations, (inverts, top of frame) sizes, lengths, and slopes of pipes. Top of foundation elevations for building shall be shown. N/A 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. NIA 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. P PREPARER (P.E./L.S.) DATE February 2002; Rev. 4-04 4 RE:6 14&24 Sandra Drive South Windsor CT To Whom It May Concern: I hereby authorize Design Professionals, Inc.to act as an authorized agent in the pursuit of land use permits and approvals with respect to the property at the subject location. Monroe Tractor Signature eV Printed name t_O0\-%� a�`✓��S Title Date 3 l f (0 Duly Authorized RE: G Sandra Drive, South Windsor, CT To Whom It May Concern: I hereby authorize Design Professionals, Inc. to act as an authorized agent in the pursuit of land use permits and approvals with respect to the property at the subject location. DPE_Prop rt4 ,_LLG Signature Printed. name ( t .. - +I enne Title Oq I ! c r Date Duly Authorized RE: 14 Sandra Drive, South Windsor, CT To Whom It May Concern: I hereby authorize Design Professionals, Inc. to act as an authorized agent in the pursuit of land use permits and approvals with respect to the property at the subject location. Daniel's Electric, Inc. Signature — a'�&.-& Printed name E /7 *e- Yw-i Titlet Date 3 Duly Authorized RE: 24 Sandra Drive, South Windsor, T To Whom It May Concern: I hereby authorize Design Professionals, Inc. to act as an authorized agent in the pursuit of land use permits and approvals with respect to the property at the subject location. C & D Properties,, LL , Signature Printed name t l nn e � Title Date — 1 — h Duly Authorized Page 1 of 27 icy• VOL. 1616 PAGE 107 STATUTORY WARRANTY DEED 03927 ANDRE L.CHARBONNEAU and ANDRE K.CHARBONNEAU,both of the Town of South Windsor,County of Hartford and State of Connecticut,for the consideration of EIGHTY-FIVE THOUSAND AND 00/100 DOLLARS($85,000.00),grants to DPE PROPERTIES,LLC,a Connecticut limited liability company with an office in the Town of South Windsor,County of Hartford and State of Connecticut with WARRANTY COVENANTS;all that certain piece or parcel of land being situated in the Town of South Windsor,County of Hartford and State of Connecticut known as Lot No. 13 John Fitch Industrial Park,said premises being more particularly bounded and described in Schedule A attached hereto and made a hereo. 1prence s 3rd day of June, Sred if: Ral .Alexander Andre L.Charbonneau Andre K.Oharb0 u STATE OF CONNECTICUT ) ss East Hartford )ofthe 004 COUNTY OF HARTFORD ) Personally Appeared Andre L.Charbonneau and Andre K. harbonneau,Signeoing Instrument,and acknowledged the some to be their free act and d e. Rai lexander Commis 'oner of the Superior Court Grantee's mailing address: 26 Sea Pave Road CONVEYANCE TAX RECEIVE) South Windsor,CT 06074 STAG$L-- ,C�/LOCAL S ILL / No. E " TOWN C LERK OF SOUTH WINDSOR Book: 1616 Page: 107 File Number:003927 Seq:1 Page 2 of 27 VOL. 1616 PACE 108 SCHEDULE A That certain piece or parcel of land being situated in the Town of South Windsor, County of Hartford and State of Connecticut,,being located on the wAsterly side of John Fitch Boulevard(Route 5p,being known as Lot No. 13 as shown on a ccrtain imap entitled, "Resubdivision Plan Resubdivision Sandra Drive South Windsor,Connecticut Owner-Ap-;,l'icant Andre L-Charbonneau&Andre K.'Charbonneau 125 Edwin Road South Windsor,Connecticut 528-7551 J.R.Russo&Associates Land Surveyors&Professional Engineers 1 Shoham Road East Windsor,Connecticut 06088 623-0569 By G.L.Scale 1"=40'Date 9-29-97 Sheet 2 of 3 Checked J.U.No.97048 Rev.8-20-98 Conditions of Approval",which map is on file in the South Windsor land Records. Said premises being conveyed subject to all easements,restrictions and rights of way appearing as of record. Said premises being further conveyed subject to taxes on the October 1,2003 Grand List of the Town of South Windsor,which are assessed but not yet due and payable. Said premises containing 1.69 acres more or less. RECEIVED FOR RECORD) DATESZ��! TIME -' ('M -j� C ' nl ado? Tff I WINDSOR.CT ri >�i' �can d crenrt/10083.dpe Book: 1616 Page: 107 File Number:003927 Seq:2 } Page 21 of 27 VOL. 1 l 3 4 PAGE 250 n4609 STATUTORY WARRANTY DEED ANDRE L.CHARBONNEAU and ANDRE K.CHARBONNEAU,both of the Town of South Windsor,County of Hartford and State of Connecticut,for the consideration of EIGHTY-FIVE THOUSAND AND 00l100 DOLLARS($85,000.00),grants to C&D PROPERTIES,LLC,a Connecticut limited liability company with an office in the Town of South Windsor,County of Hartford and State of Connecticut with WARRANTY COVENANTS;all that certain piece or parcel of land being situated in the Town of South Windsor,County of Hartford and State of Connecticut known as Lot No.8,24 Sandra Drive,said premises being more particularly bounded and described in Schedule A attached hereto and made a part hereof. Signed t ' 21st day of J 2005. Signed and elivered in the pr ce of R al-A J.Ale der Andre L.Ch orm u L Andre K.Charbonneau STATE OF CONNECTICUT ) as Manchester Jul3ul 1 2005 COUNTY OF HARTFORD ) Personally Appeared Andre L.Charbonneau and Andre K. arbonneau,Signers of the fo going Instrument,and acknowledged the same to be their free act and ,before me. h J.Alexand Commissioner of the Superior Court EYANCE TAX RECEIVED Grantee's mailing address: CONV � S'/ 26 Sea Pave Road STATE s 415LOCAL$ South Windsor,CT 06074 j;.-r t TOWN CLERK OF SOUTH WWOSOR sl Book: 1734 Page: 250 File Number:04609 Seq:1 Page 8 of 27 •,c VOL. 1938PASE 218 This document prepared by(and after recording ) return toy ) Name: Paul Bourdoulous,Esq � FinWCornpany: ) Address: 2455 New London Turnpike ) Address 2: ) City,State,Zip: Glastonbury,CT 06073 ) Phone: (960)633-7168 ) 5604 ) Above This Lees Reserved For Official Use Ody---- WARRANTY DEED TO ALL PEOPLE TO WHOM THESE PRESENTS SHALL COME,GREETING: For and in consideration of$100,000.00,and other good and valuable consideration,the receipt of which is hereby acknowledged,Cynthia Etienne,of C&D Properties LLC,a Connecticut Limited Liability Company whose tax mailing address is 6 Sandra Drive South Windsor CT 06074,(the"Grantor"),does hereby grant with warranty covenants to Daniel's Electric,Inc.,a Connecticut corporation,whose tax mailing address is 6 Sandra Drive South Windsor CT 06074,(the"Grantee"),the following lands and property,together with all improvements located thereon,lying in the County of Hartford,City of South Windsor,State of Connecticut: ALL THAT CERTAIN piece or parcel of land described in Schedule"A"attached hereto and made a part herein SAID PREMISES ARE CONVEYED SUBJECT TO: i. Any and all provisions of any ordinance,municipal regulation,or public or private law. 2. Taxes in favor of the Town of South Windsor on the Grand List of October 2006 not yet payable,which taxes the Grantee here in assumes and agrees to pay. 3. Such requirements and restrictions as noted on the subdivision plan on file in the office of the South Windsor,Town Clerk. 4. An easement in favor of CUP dated 5-10-88 and recorded in Vol.524,page 196 and dated 5-10-88 and recorded in Vol.524,page 193 on the South Windsor Land Records. S. A thirty(30')foot drainage easement. 6. Water Main Easement in favor of the Connecticut Water Co.dated 11-12-84 and recorded in Vol.391,page 79 of the South Windsor Land Records. 7. Water Main Easement in favor of the Connecticut Water Co.dated 11-28-84 and recorded in Vol.396,page 289 of the South Windsor Land Records. r,...,.-,,,, r T^X RECEIVED J.Hi,_$5�• LOCAL$2-5 �No.Doc ID: 0014138000M Type: LAN r? Book 1930 Page 218 - 220 y[ r C„yL Fi1eN 6804 TOWN CLERK OF SOUTH W6VOSOR Book: 1938 Page: 218 File Number:05604 Seq:1 Page 22 of 27 VOL_ 1734PAGE 251 SCHEDULE A That certain piece or parcel of land being situated in the Town of South Windsor,County of Hartford and State of Connecticut,being located on the westerly side of John Fitch Boulevard(Route 5),Connecticut, being known as Lot No.8 as shown on a certain map entitled,"SUBDIVISION PLAN RESUBDIVISION PROPERTY OF ANDRE CHARBONNEAU SOUTH WINDSOR,CONNECTICUT OWNER- DEVELOPER ANDRE L.CHARBONNEAU&ANDRE K.CHARBONNEAU 125 EDWIN ROAD SOUTH WINDSOR,CONNECTICUT PHONE 528-7551 PALMBERG&RUSSO LAND SURVEYORS&PROFESSIONAL ENGINEERS 15 BARBER POND ROAD BLOOMFIELD, CONNECPICUT 242-2775 BY LM SCALE 1"=40'DATE 4-13-87 SHEET 3 OF 11 CHECKED WP NO. 86138",which map is on file in the South Windsor Land Records,reference to which may be had for a more particular description. Said premises being conveyed subject to building,building line,easements,restrictions and rights of way appearing as of record. Said premises further conveyed subject to any and all ordinances,municipal regulations,public or private laws and to taxes on the October 1,2004 Grand List of the Town of South Windsor,which taxes the grantee herein assumes and agrees to pay as part consideration for this deed. REC IV 0 FOR RECORD: c.Tc.tcx,— kK. TOWN CLHRK,SOUTH WIN R,CT Book: 1734 Page: 250 File Number:04609 Seq:2 Page 9 of 27 VOL. 1938ma 219 SCHEDULE A A certain piece or parcel of land situated in the Town of South Windsor, County of Hartford and State of Connecticut, known as 14 Sandra Drive and being Lot No, 9 on a map entitled "Subdivision Plan Resubdivision Property of Andre Charbonneau 125 Edwin Road South Windsor, Connecticut Owner-Developer Andre L. Charbonneau & Andre K. Charbonneau 125 Edwin Road South Windsor, Connecticut Phone 528-7551 Palmberg & Russo Land Surveyors A Professional Engineers 15 Barber Pond Road Bloomfield Connecicuu!142-2775 by LMScale 1" = 40' Date 4-13- 87 Sheet 3 of 11 Checked FYP NO. 83138" on file in the office of the South Windsor Town Clerk, to which reference may be had, and said premises are more particularly bounded and described as follows: Beginning at an tron pin which it at the Northeasterly corner of land NIF Bouffard Inc. and the Northwesterly corner of the parcel to be conveyed,thence running .6 67° 21' 51"E. a distance of 261,04'to a point, thence turning and running S 26152' 17" W a distance of 4.15'along a portion of an area to be conveyed to the Town of South Windsor as shown on said map, thence running along an arc of a curve with a radius•.of 55.00', a distance of 109.70'io a merestone, thence proceeding along an arc of a curve with a radius of 2S.00'. a distance of 22.39'to a inerestone, the last two courses and distances being along Sandra Drive and a temporary cul-de-sac as shown on sold map, thence continuing S 26° 52' l7" IT, a distance of 58.76'to a point which point is at the Southeasterty corner of the parcel to be conveyed, thence turning and running N 630 07'43" W, a distance of 260.17'to a point, thence turning and running N 261 48' 56" E along land NIP Boufford, hie., a distance of 155.00' to the point and place of beginning.` Book: 1938 Page: 218 File Number:05604 Seq:2 Page 10 of 27 VOL. 1938PAGE 220 AND BEING THE SAME premises conveyed to the Grantor by Warranty deed,dated February 10,2005,and recorded in volume 1690 at page 136 of the South Windsor Land Records. The Grantor covenants with the Grantee that the Grantor is lawfully seized in fee simple of the granted premises;that the same are free from all encumbrances except those set forth above;that the Grantor has good right,full power and lawful authority to sell and convey the property to the Grantee;and that the Grantor and the Grantor's heirs,executors,and administrators will warrant and defend the property to the Grantee and the Grantee's heirs forever against the claims and demands of all persons whatsoever. TO HAVE AND TO HOLD same unto the Grantee and the Grantee's heirs and assigns forever,with all appurtenances belonging on the property. IN WITNESS WHEREOF this warranty deed was executed by the Grantor on this 1 Oth day of October,2007. Signed,Sealed d in th Aes eW' e sses:r ?y Si �i1vt �La i xv rint Wame: C&D Properties,LLC(Grantor) By:Cynthia Etienne Title:Managing Member Sign: Print Name: STATE OF CONNECTICUT) COUNTY OF HARTFORD )ss. On this 1 Oth day of October,2007,before me,a Commissioner Ifthe S ourt,personally appeared Cynthia Etienne on behalf of and with the authority of Properti s LLC,a Connecticut Limited Liability Company,known to me to be t e n whose ame is subscribed to the within instrument,and acknowledged to t she exec W the same.ommidsi er f the Superior Court Pau da ous,Esq. FW=== DtllICFDN80 MMD il Cr TOWN LA r- Book: 1938 Page: 218 File Number:05604 Seq:3 P.O.BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE:860.291.8755 � IL_ FAX:86nalsin 8757 .com www.des ig n professionalsinc.com CIVIL $ TRAFFIC ENGINEERS/ PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS 5erving Connecticut, Massachusetts, *Rhode Island • • • Narrative Statement Monroe Tractor 6, 14 & 24 Sandra Drive South Windsor, Connecticut : DPI Project No. 4020 March 20, 2018 Members of the Commission, On behalf of the applicant Monroe Tractor,please accept this narrative and the enclosed plans in support of the subject application. Monroe Tractor intends to purchase the former Daniel's Electric building located at 6 Sandra Drive, along with the two unused parcels at 14 and 24 Sandra Drive and is seeking a Special Exception for `equipment sales, service, and rentals, including farm equipment' in the Industrial zoning district, and a Site Plan of Development for the improvements shown on the enclosed plans. Monroe Tractor is a family-owned and-operated business run by Janet Felosky, daughter of Henry Hansen who founded the company 67 years ago in 1951. With 12 locations in New York, Monroe Tractor recently expanded by acquiring two new locations in Massachusetts last year and is excited about moving into Connecticut this year, with this location to be managed by Craig Robbins. • Monroe Tractor sells and services new and used agricultural and construction equipment, machinery, vehicles, and parts. This location is expected to primarily serve the construction industry. Construction equipment could include loaders, crawler dozers,excavators, compaction equipment, road building equipment, and aggregate equipment. Agricultural equipment could include tractors, harvesters,planting equipment, tillage equipment, and hay equipment. Monroe Tractor offers in-house equipment service by certified,factory-trained technicians for regularly scheduled maintenance and repairs or in the field for emergencies. Hours of operation are anticipated to be Monday to Friday 7:30 AM—5:00 PM. Monroe Tractor looks forward to hiring seven employees at this location at initial opening, with the anticipation of hiring a total of ten employees within the first year. The subject site, comprised of the three parcels,is proposed to be improved to accommodate the proposed use. The two unused parcels 14 and 24 Sandra Drive are proposed to be developed into an equipment yard connected to the existing parking lot of 6 Sandra Drive. The modifications proposed to 6 Sandra Drive are limited to those necessary to accommodate the proposed connection. A loading dock and a 250-gallon above-ground double-walled diesel fuel storage tank on a concrete pad are proposed to the north of the connection between the yard and the parking lot. The equipment yard is proposed to be behind an attractive 4' tall white vinyl three rail fence backing a row of landscaping bushes and shrubs along the length of the street frontage of Sandra Drive. Similar landscaping is proposed in front of the eastern portion of the 6 Sandra Drive parcel that is proposed to be used for the storage of vehicles to be serviced. There are residential abutters to the west and the north. No site modifications are proposed along the northern boundary. The western landscape buffer was extended from the regulatory 50' to 75' by a previous land use approval (07-32P). The existing trees within the 75' landscape buffer will remain. Furthermore, a row of arborvitae is proposed along the western edge of the equipment : yard to provide additional screening. The proposed project complies with these buffer requirements as shown on the enclosed plan. Access to the equipment yard is proposed via two new curb cuts along Sandra Drive with one per parcel on either end of the yard in order to facilitate the delivery, off-loading, and handling of the equipment, as well as emergency services vehicles. The equipment yard is proposed to be constructed of millings, with a portion of the yard between the new northern curb cut and the connection to the existing parking lot proposed to be asphalt pavement because the western portion of the building will be used for customer-facing equipment and parts sales and service. The existing overhead door on the western portion of the building is proposed to be converted into a : double entry door. The center portion of the building will be used for offices. The garage in the eastern portion of the building will be used for equipment service which will be done inside the building. There will be 22 existing parking spaces remaining after the proposed modifications, not including the eastern row of existing parking spaces that is proposed to be used for vehicles to be serviced. The 22 parking spaces are anticipated to exceed the operational parking demand from employees and customers, though the zoning regulations require 23 parking spaces so one reserve space is shown within the parking area of the equipment yard as shown on the enclosed plans. A new wall sign is proposed above the door in the middle of the building, and the existing freestanding sign is proposed to be replaced, and sign permits will be sought. The site currently slopes from west to east and that condition is proposed to be maintained, with a stormwater management system that collects stormwater runoff from the equipment yard in a swale behind the fence on the eastern edge of the yard. This swale will act as a rain garden by retaining the water quality volume prescribed by the Connecticut Stormwater Quality Manual. The stormwater will then be routed through an outlet control structure and piped to the stormwater drainage system in Sandra Drive. No other utility improvements are proposed. Three new site lights with house side shields are proposed along the western edge of the equipment yard which are designed to illuminate the yard while being sensitive to the residential abutters. These lights are full cut-off fixtures on 25' poles. In keeping with the Town's Plan of Conservation and Development, this application is proposing to bring a new business to South Windsor, appropriately located in the Industrial zone.The enclosed plans meet the requirements of the zoning regulations and show that the land is physically suited to the proposed use and that no adverse environmental or traffic impacts or hazards will be created. The proposed project will have minimal impact on existing infrastructure. The existing P P P J P drainage pattern is being maintained so there will be minimal impact to the drainage system. Sandra Drive currently serves large trucks with regularity so there will be minimal impact to the roadways. Other uses in the area are similar industrial and business uses that will not be adversely impacted by the proposed use. Through the development of an attractive site, the surrounding : property values will be conserved and the character of the neighborhood will be improved. The proposed project serves the general welfare of the community by providing a needed service at a site located in an appropriate neighborhood, that does not involve any historic factors, and that is compatible with the surrounding development. We are excited to present this project and to bring a successful and growing company to the Town. We trust that the above and enclosed information is sufficient for the project to be evaluated and we look forward to working with the Commission and Town staff as this project moves forward. P.O.BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE: 860.291.87E 5 FAX: 860.291.8757 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Servtny Connecticut, Massachusetts, i Rhode Is/and • March 21, 2018 Re: Monroe Tractor 6, 14, and 24 Sandra Drive Conservation Commission, and Planning and Zoning Applications Dear Abutting Property Owner: In accordance with Section 7.3.b of the "South Windsor Inland Wetlands, Watercourses, and Conservation Regulations," and Section 8.2.0 of the "South Windsor Zoning Regulations," you % are hereby notified that an applications have been filed on the property located at 6, 14, and 24 Sandra Drive, abutting your property, which will be the subject of meetings by the Conservation Commission, and Planning and Zoning Commission. The applications and plans are on file with the South Windsor Planning Department. : As an abutting property owner you are invited to the hearing(s)/meeting(s) to ask questions and/or give comments, however, you are not required to attend. You may also submit written comments regarding the applications prior to the meeting if you so desire. For further information regarding the specific hearing dates of the applications, please the South Windsor Planning Department at 860-644-2511. If you have any questions regarding the specifics of the plans, please feel free to contact our office at 860-291-8755. Thank you. Sincerely, : DESIGN PROFESSIONALS, INC. Peter R. DeMallie President • Cc: Town of South Windsor Client CHARBONNEAU ANDRE L S A S HOLDINGS LLC LINBOB LLC 10 ABBE RD 18 LOOKOUT LANDING 80 KIMBERLY DR SOUTH WINDSOR,CT 06074 ELLINGTON, CT 06029 SOUTH WINDSOR,CT 06074 GRIVERS STANLEY J JR& LISA M MOORES EARL TR&JANET TR BOUFFARD JOSEPH M 32 OLD PARISH DR 40 OLD PARISH DRIVE 50 OLD PARISH DR SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074 SOUTH WINDSOR, CT 06074 MELINOSKY DAVID T CHAN MICHAEL W& MODI FENIL 7 FITCH MEADOW LANE 5 FITCH MEADOW LANE 11 FITCH MEADOW LANE SOUTH WINDSOR,CT 06074 SOUTH WINDSOR, CT 06074 SOUTH WINDSOR,CT 06074 WILLIS AMANDA M & MATTHEW J PARIKH MANSI CASAOL HERMAN 14 FITCH MEADOW LANE 15 FITCH MEADOW LANE 20 FITCH MEADOW LANE SOUTH WINDSOR, CT 06074 SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074 SANDERS BRENDA J BUREK BOGDAN &GRAZYNA T OBIECHIE ONYEKA 21 FITCH MEADOW LANE 22 FITCH MEADOW LA 2710 PATRIOT DR SOUTH WINDSOR, CT 06074 SOUTH WINDSOR,CT 06074 MELISSA,TX 75454-2488 AWALE MUSSE 0 TRELA MARIE PATLOLLA SANTOSH K& 26 FITCH MEADOW LN 27 FITCH MEADOW LANE 28 FITCH MEADOW LANE SOUTH WINDSOR, CT 06074 SOUTH WINDSOR, CT 06074 SOUTH WINDSOR, CT 06074 WATTS MARJORIE VU HUY& KHONESAVANH REGAN HELEN T 32 FITCH MEADOW LN 35 FITCH MEADOW LANE 36 FITCH MEADOW ROAD SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074 PHAM XUAN MAI T& SEMINO BARBARA A TRUSTEE PATEL TEJAS& DHARA 38 FITCH MEADOW LANE P 0 BOX 1331 44 FITCH MEADOW LANE SOUTH WINDSOR, CT 06074 GLASTONBURY, CT 06033 SOUTH WINDSOR,CT 06074 MULROY NANCY SCOTT KRISTEL-ANN & TERRY SALLY A 45 FITCH MEADOW LANE 48 FITCH MEADOW LN 49 FITCH MEADOW LANE SOUTH WINDSOR, CT 06074 SOUTH WINDSOR,CT06074 SOUTH WINDSOR, CT 06074 ROSSETTI NICOLE BRENNAN DONNA L SFREDDO DONALD 52 FITCH MEADOW LANE 55 FITCH MEADOW ROAD 56 FITCH MEADOW LANE SOUTH WINDSOR, CT 06074 SOUTH WINDSOR, CT 06074 SOUTH WINDSOR, CT 06074 CATALDI NANCY SANDRA HUNTER JARRETT GIL EDUARDO S&SANDRA P 59 FITCH MEADOW LANE 60 FITCH MEADOW LANE 62 FITCH MEADOW LANE SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074 SOUTH WINDSOR, CT 06074 SRINIVASACHARI VIJAY VEERAPANENI KRISHNA CHAITANYA BRETZ JAMES A& LISA M 64 FITCH MEADOW LANE 65 FITCH MEADOW LANE 66 FITCH MEADOW LANE SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074 GIANSIRACUSA PAUL S JR& ROSALIE J PICHAY DUANE D&JOCELYN R DRAKIOTES GARNET&CLOUGH LINDA 68 FITCH MEADOW LANE 69 FITCH MEADOW LANE M SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074 1126 CORRINA ROAD WAKE FOREST, NC 27587-0000 TOWN OF SOUTH WINDSOR,CONNECTICUT 6,14,24 Sandra Drive Abbuters List Parcel ID Site Address Owner Name Mailing Address Mailing City Mailing State Mailing Zip 79900040 40 SANDRA DRIVE CHARBONNEAU ANDRE L 10 ABBE RD SOUTH WINDSOR CT 06074 50300075 75 KIMBERLY DRIVE S A S HOLDINGS LLC 18 LOOKOUT LANDING ELLINGTON CT 06029 50300080 80 KIMBERLY DRIVE LINBOB LLC 80 KIMBERLY DR SOUTH WINDSOR CT 06074 66600032 32 OLD PARISH DRIVE GRIVERS STANLEYJ JR&LISA M 32 OLD PARISH DR SOUTH WINDSOR CT 06074 66600040 40 OLD PARISH DRIVE MOORES EARL TR&JANET TR 40 OLD PARISH DRIVE SOUTH WINDSOR CT 06074 66600050 50 OLD PARISH DRIVE BOUFFARD JOSEPH M 50 OLD PARISH DR SOUTH WINDSOR CT 06074 32800007 7 FITCH MEADOW LANE MELINOSKY DAVID T 7 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800005 5 FITCH MEADOW LANE CHAN MICHAEL W& 5 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800011 11 FITCH MEADOW LANE MODI FENIL 11 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800014 14 FITCH MEADOW LANE WILLIS AMANDA M&MATTHEW J 14 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800015 15 FITCH MEADOW LANE PARIKH MANS[ 15 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800020 20 FITCH MEADOW LANE CASAOL HERMAN 20 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800021 21 FITCH MEADOW LANE SANDERS BRENDA J 21 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800022 22 FITCH MEADOW LANE BUREK BOGDAN&GRAZYNA T 22 FITCH MEADOW LA SOUTH WINDSOR CT 06074 32800024 24 FITCH MEADOW LANE OBIECHIE ONYEKA 2710 PATRIOT DR MELISSA TX 75454-2488 32800026 26 FITCH MEADOW LANE AWALE MUSSE 0 26 FITCH MEADOW LN SOUTH WINDSOR CT 06074 32800027 27 FITCH MEADOW LANE TRELA MARIE 27 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800028 28 FITCH MEADOW LANE PATLOLLA SANTOSH K& 28 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800032 32 FITCH MEADOW LANE WATTS MARJORIE 32 FITCH MEADOW LN SOUTH WINDSOR CT 06074 32800035 35 FITCH MEADOW LANE VU HUY&KHONESAVANH 35 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800036 36 FITCH MEADOW LANE REGAN HELEN T 36 FITCH MEADOW ROAD SOUTH WINDSOR CT 06074 32800038 38 FITCH MEADOW LANE PHAM XUAN MAI T& 38 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800040 40 FITCH MEADOW LANE SEMINO BARBARA A TRUSTEE P 0 BOX 1331 GLASTONBURY CT 06033 32800044 44 FITCH MEADOW LANE PATELTEJAS&DHARA 44 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800045 45 FITCH MEADOW LANE MULROY NANCY 45 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800048 48 FITCH MEADOW LANE SCOTT KRISTEL-ANN& 48 FITCH MEADOW LN SOUTH WINDSOR CT 06074 32800049 49 FITCH MEADOW LANE TERRY SALLY A 49 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800052 152 FITCH MEADOW LANE ROSSETTI NICOLE 52 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800055 55 FITCH MEADOW LANE BRENNAN DONNA L 55 FITCH MEADOW ROAD SOUTH WINDSOR CT 06074 32800056 56 FITCH MEADOW LANE SFREDDO DONALD 56 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800059 59 FITCH MEADOW LANE CATALDI NANCY SANDRA 59 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800060 60 FITCH MEADOW LANE HUNTER JARRETT 60 FITCH MEADOW LANE ISOUTH WINDSOR ICT 106074 32800062 62 FITCH MEADOW LANE GIL EDUARDO S&SANDRA P 62 FITCH MEADOW LANE ISOUTH WINDSOR ICT 106074 G:\obs\4020\Docs\Applications\Abutters\4020 Abbuters_Mailing_List.xls 3/20/2018 TOWN OF SOUTH WINDSOR,CONNECTICUT 6,14,24 Sandra Drive Abbuters List Parcel ID Site Address Owner Name Mailing Address Mailing City Mailing State Mailing Zip 32800064 64 FITCH MEADOW LANE SRINIVASACHARI VIJAY 64 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800065 65 FITCH MEADOW LANE VEERAPANENI KRISHNA CHAITANYA 65 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800066 66 FITCH MEADOW LANE BRETZ JAMES A&LISA M 66 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800068 68 FITCH MEADOW LANE GIANSIRACUSA PAUL S JR&ROSALIE J 68 FITCH MEADOW LANE SOUTH WINDSOR CT 106074 32800069 169 FITCH MEADOW LANE PICHAY DUANE D&JOCELYN R 69 FITCH MEADOW LANE SOUTH WINDSOR CT 106M 32800070 170 FITCH MEADOW LANE DRAKIOTES GARNET&CLOUGH LINDA M 1126 CORRINA ROAD WAKE FOREST NC 27587-0000 G:\obs\4020\Docs\Applications\Abutters\4020 Abbuters_Mailing_List.xls 3/20/2018 Parts Department :.. ►-ervice Department aF Customer Id F employee parking JI f ,rlr I.;fir 1+ y Ow iG ':Equipment Parking r MEf[ v. Ot t Scale a � t } r` J h troy, 772 y LG v° + MAR e 0 2018 SOUTH WINDSOR PLANNING DEPT. Stormwater Management Report Monroe Tractor 6, 14 & 24 Sandra Drive South Windsor, CT �PC,yT 52 : Cr <IUEWS ITS 10NAI. Prepared by: Design Professionals, Inc. 21 Jeffrey Drive, PO Box 1167 South Windsor, CT 06074 March 20, 2018 1011a�S Table of Contents Introduction Pre-Development Site Conditions Post-Development Site Conditions Analysis of Results Water Quality Conclusion Appendices FEMA Flood Insurance Rate Map (FIRM) NRCS Hydrologic Soil Group (HSG) Map Water Quality Volume Calculations Record plan entitled"Plot Plan, Lot 6 & 7, 40 Sandra Drive, South Windsor, Connecticut"prepared by J.R. Russo &Associates, dated September 18, 2002, revised through March 7, 2003. StreamStats Reports HydroCAD Report Drainage Area Maps Pre-Development Drainage Map Post-Development Drainage Map Introduction Monroe Tractor sells and services agricultural and construction equipment and is proposing to purchase the subject site comprised of three parcels located at 6, 14 &24 Sandra Drive to develop the two unused wooded parcels at 14 &24 Sandra Drive into an equipment yard to be connected to the parcel at 6 Sandra Drive that currently contains an existing building, parking lot, and associated improvements. For more information,please refer to the enclosed plans. Pre-Development Site Conditions The±3.5-acre subject site currently contains an existing building,parking lot, and associated improvements at 6 Sandra Drive including a stormwater management system that collects stormwater runoff from the parking lot via catch basins and from the roof of the existing building via roof drains and conveys it through pipes to the Town's drainage system in Sandra Drive. The two parcels at 14 & 24 Sandra Drive are wooded and drain uncontrolled from the western boundary to the east to Sandra Drive where stormwater runoff discharges over the existing curb and into the road gutter to be collected by the Town's drainage system in Sandra Drive via two existing catch basins along the frontage of the subject site. The enclosed Federal Emergency Management Agency(FEMA) Flood Rate Insurance Map (FIRM) shows the subject site is outside of any flood zones. The enclosed United States Department of Agriculture (USDA)Natural Resources Conservation Services (MRCS) Hydrologic Soil Group (HSG) Map shows the area of the proposed equipment yard as primarily Group C soils. For more information,please refer to the enclosed Pre-Development Drainage Map. Post-Development Site Conditions The subject project proposes to construct a+1-acre equipment yard on the parcels at 14 & 24 Sandra Drive. The drainage of the equipment yard is proposed to mimic the current drainage pattern of the existing site by sloping from the western boundary to the east toward Sandra Drive. A swale is proposed along the eastern boundary of the site to intercept the stormwater runoff from the equipment yard. A type C-L catch basin within the swale is designed to function as an outlet control structure by elevating the inlet grate above the ground surface of the Swale. The elevation of the inlet grate is designed so as to provide the required water quality volume below the inlet grate, while allowing the swale to drain during larger storms including the 100-year storm without overtopping into the equipment yard or street. Once captured by the catch basin, stormwater runoff is proposed to be piped into an existing catch basin in Sandra Drive to be conveyed to the Town's drainage system. For more information,please refer to the enclosed Post-Development Drainage Map. Analysis of Results The pre-development and post-development conditions were analyzed using HydroCAD consistent with National Resource Conservation Service (MRCS)hydrology methods. The pre-development and post-development peak discharge rates are below. 2-year 10- ear 25- ear 100- ear PRE cfs 0.72 1.71 2.30 3.41 POST cfs 1.69 3.04 3.70 4.85 Change cfs +0.97 +1.33 +1.40 +1.44 No adverse impacts are expected from the nominal peak discharge flow rate increases. As previously stated, stormwater runoff from the site in both the existing and proposed conditions discharges into the Town's drainage system in Sandra Drive. This drainage system routes to the southern cul-de-sac of Sandra Drive and through an easement on the parcel located at 40 Sandra Drive to a flared end where the stormwater runoff discharges to a wetland finger associated with Bancroft Brook. i The flared end discharge is located toward the tail end of the Bancroft Brook drainage area as it is downstream of 89%of the total drainage area(1.52 square miles of the total 1.7 square miles). Bancroft Brook travels±0.8 miles downstream from Sandra Drive to Stoughton Brook which then travels another f0.8 miles before discharging to the Connecticut River. The junction of Bancroft Brook and Stoughton Brook is located near the approximate hydraulic midpoint of the Stoughton Brook drainage area as it is downstream of 47% of the total drainage area(1.7 square miles of the total 3.6 square miles). It is preferential to allow an increase in peak discharge rates toward the tail end of drainage areas in an effort to move stormwater runoff from these areas through the receiving watercourse quickly and early, before the peak discharge of the overall drainage area. Detaining stormwater in these areas would delay the peak discharge to occur later and more closely in time to the peak discharge of the overall drainage area which would cause the peak discharge rate of the overall drainage area to increase proportionally. For more information, refer to the enclosed record plan and StreamStats reports. Water Quality The proposed swale and outlet control structure are designed to provide the required water quality volume below the inlet great as required by the Connecticut Stormwater Quality Manual. For more information,please refer to the enclosed Water Quality Volume Calculations. Conclusion The proposed stormwater management system as discussed herein and shown on the referenced plans is appropriate for the proposed development on the subject site, is consistent with Town and State requirements, and should not pose significant detrimental impacts to the environment. Hydrologic Soil Group—State of Connecticut Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 21A Ninigret and Tisbury C 1.2 67.3% soils,0 to 5 percent slopes 36A Windsor loamy sand,0 A 0.1 8.3% to 3 percent slopes 36C Windsor loamy sand,8 A 0.4 24.3% to 15 percent slopes Totals for Area of Interest 1.8 100.0% Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups(A, B, C, and D)and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate(low runoff potential)when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate(high runoff potential)when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly imperious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. LsDA Natural Resources Web Soil Survey 3/18/2018 Conservation Service National Cooperative Soil Survey Page 3 of 4 Hydrologic Soil Group—State of Connecticut Rating Options Aggregation Method:Dominant Condition Component Percent Cutoff:None Specified Tie-break Rule: Higher Natural Resources Web Soil Survey 3/18/2018 Conservation Service National Cooperative Soil Survey Page 4 of 4 Monroe Tractor March 20, 2018 Water Quality Volume Calculations Per 2004 Connecticut Stormwater Quality Manual, Section 7.4.1: Water Quality Volume (WQV) = (1")(R)(A)/12, where: R=unitless volumetric runoff coefficient=0.05 +0.009(I), where: I=percent impervious cover of drainage area=64% R=0.05 +0.009(I) R=0.05 +0.009(64) R=0.626 A=drainage area in acres = 1.45 acres WQV= (1")(R)(A acres)/12 inches per foot WQV= (1")(0.626)(1.45 acres)/12 inches per foot WQV=0.07 acre-feet required Proposed The proposed Swale provides 0.07 acre-feet of storage below the outlet. 9 1 } 1 R 1r i in 41� E 1 y v l i� 1 :l •, I� fill r t rAL ca r� t Hit gill y F � � E r � rrs �r P � ��, • � �, - __ n i6 Ova L i t • t , i ; g i_��_ - a1�.� {q q1 et + aaav � 6� X7ar L's 8� • si�gl� � • " rr'� � ���� � ��€€�" � 6a� g � p p4 1aF��q�� A � �� ;P ! 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This is a beta version and QA/QC is incomplete. It may calculate basin characteristics and flow statistics incorrectly. Please verify the drainage areas and flow stats carefully. Use at your own risk Basin Characteristics Parameter Code Parameter Description Value Unit DRNAREA Area that drains to a point on a stream 1.52 square miles Bancroft Brook Streamstats Report Region ID: CRB Workspace ID: CT20180303023221584000 Clicked Point (Latitude, Longitude): 41 .83999, -72.61208 Time: 2018-03-02 21:32:36 -0500 a1', 5 The South Carolina StreamStats application is testing LiDAR-derived data and streams for delineation. This is a beta version and QA/QC is incomplete. It may calculate basin characteristics and flow statistics incorrectly. Please verify the drainage areas and flow stats carefully. Use at your own risk Basin Characteristics Parameter Code Parameter Description Value Unit DRNAREA Area that drains to a point on a stream 1.7 square miles StreamStats Report Region ID: CRB Workspace ID: CT20180303033926470000 Clicked Point (Latitude, Longitude): 41.84255, -72.62433 Time: 2018-03-02 22:39:41 -0500 i Aver AY,ItI ( r f:rF 194 rs Rya 9t i! �r I `0 J r _ sou Windsor o ' The South Carolina StreamStats application is testing LiDAR-derived data and streams for delineation. This is a beta version and QA/QC is incomplete. It may calculate basin characteristics and flow statistics incorrectly. Please verify the drainage areas and flow stats carefully. Use at your own risk Basin Characteristics Parameter Code Parameter Description Value Unit DRNAREA Area that drains to a point on a stream 3.6 square miles 1S 2R PRE TO STREET PRE STREET 3SNv 4R POST TO STREET OST STREET 6S \ 5P POST TO SWALE SWALE oSubcat Reach on Llnk Routing Diagram for 4020 Prepared by Hewlett-Packard Company, Printed 3/19/2018 HydroCADO 10.00-20 s/n 09320 0 2017 HydroCAD Software Solutions LLC 4020 Type ///24-hr 2 Rainfall=3.20" Prepared by Hewlett-Packard Company Printed 3/19/2018 HydroCADO 10.00-20 s/n 09320 02017 HydroCAD Software Solutions LLC Page 2 Summary for Subcatchment 1 S: PRE TO STREET Runoff = 0.72 cfs @ 12.66 hrs, Volume= 0.119 af, Depth> 0.82" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 2 Rainfall=3.20" Area (ac) CN Description 1.740 70 Woods, Good, HSG C 1.740 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 34.2 100 0.0250 0.05 Sheet Flow, Sheet flow Woods: Dense underbrush n= 0.800 P2= 3.20" 8.7 150 0.0133 0.29 Shallow Concentrated Flow, Shallow Concentrated Flow Forest w/Heavy Litter Kv=2.5 fps 42.9 250 Total Summary for Subcatchment 3S: POST TO STREET Runoff = 0.71 cfs @ 12.09 hrs, Volume= 0.052 af, Depth> 2.17" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 2 Rainfall=3.20" Area (ac) CN Description 0.100 74 >75% Grass cover, Good, HSG C 0.190 98 Paved parking, HSG C 0.290 90 Weighted Average 0.100 34.48% Pervious Area 0.190 65.52% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment 6S: POST TO SWALE Runoff = 1.70 cfs @ 12.52 hrs, Volume= 0.240 af, Depth> 1.98" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 2 Rainfall=3.20" Area (ac) CN Description 0.530 70 Woods, Good, HSG C 0.920 98 Paved parking, HSG C 1.450 88 Weighted Average 0.530 36.55% Pervious Area 0.920 63.45% Impervious Area 4020 Type 111 24-hr 2 Rainfall=3.20" Prepared by Hewlett-Packard Company Printed 3/19/2018 HydroCADO 10.00-20 s/n 09320 ©2017 HydroCAD Software Solutions LLC Page 3 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 37.4 100 0.0200 0.04 Sheet Flow, Sheet Flow Woods: Dense underbrush n= 0.800 P2= 3.20" 1.0 200 0.0250 3.21 Shallow Concentrated Flow, Shallow Concentrated Flow Paved Kv= 20.3 fps 38.4 300 Total Summary for Reach 2R: PRE STREET Inflow Area= 1.740 ac, 0.00% Impervious, Inflow Depth > 0.82" for 2 event Inflow = 0.72 cfs @ 12.66 hrs, Volume= 0.119 of Outflow = 0.72 cfs @ 12.66 hrs, Volume= 0.119 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Summary for Reach 4R: POST STREET Inflow Area = 1.740 ac, 63.79% Impervious, Inflow Depth > 1.54" for 2 event Inflow = 1.69 cfs @ 12.66 hrs, Volume= 0.223 of Outflow = 1.69 cfs @ 12.66 hrs, Volume= 0.223 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Summary for Pond 5P: SWALE Inflow Area= 1.450 ac, 63.45% Impervious, Inflow Depth > 1.98" for 2 event Inflow = 1.70 cfs @ 12.52 hrs, Volume= 0.240 of Outflow = 1.60 cfs @ 12.66 hrs, Volume= 0.171 af, Atten= 6%, Lag= 8.2 min Primary = 1.60 cfs @ 12.66 hrs, Volume= 0.171 of Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 70.33' @ 12.66 hrs Surf.Area= 0.068 ac Storage= 0.077 of Plug-Flow detention time= 148.0 min calculated for 0.171 of (71%of inflow) Center-of-Mass det. time= 59.0 min ( 899.5- 840.6 ) Volume Invert Avail.Storage Storage Description #1 68.00' 0.089 of Custom Stage Data(Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 68.00 0.001 0.000 0.000 69.00 0.030 0.015 0.015 70.00 0.053 0.041 0.057 70.50 0.075 0.032 0.089 Device Routing Invert Outlet Devices #1 Primary 70.20' 24.0"x 36.0" Horiz.Orifice/Grate C= 0.600 4020 Type M 24-hr 2 Rainfall=3.20" Prepared by Hewlett-Packard Company Printed 3/19/2018 HydroCADO10.00-20 s/n 09320 ©2017 HydroCAD Software Solutions LLC Page 4 Limited to weir flow at low heads Primary OutFlow Max=1.58 cfs @ 12.66 hrs HW=70.33' (Free Discharge) L1=Orifice/Grate (Weir Controls 1.58 cfs @ 1.19 fps) 4020 Type 11124-hr 10 Rainfall=4.70" Prepared by Hewlett-Packard Company Printed 3/19/2018 HydroCADO 10.00-20 s/n 09320 02017 HydroCAD Software Solutions LLC Page 5 Summary for Subcatchment 1 S: PRE TO STREET Runoff = 1.71 cfs @ 12.63 hrs, Volume= 0.261 af, Depth> 1.80" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 10 Rainfall=4.70" Area (ac) CN Description 1.740 70 Woods, Good, HSG C 1.740 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 34.2 100 0.0250 0.05 Sheet Flow, Sheet flow Woods: Dense underbrush n= 0.800 P2= 3.20" 8.7 150 0.0133 0.29 Shallow Concentrated Flow, Shallow Concentrated Flow Forest w/Heavy Litter Kv= 2.5 fps 42.9 250 Total Summary for Subcatchment 3S: POST TO STREET Runoff = 1.15 cfs @ 12.09 hrs, Volume= 0.087 af, Depth> 3.58" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 10 Rainfall=4.70" Area (ac) CN Description 0.100 74 >75%Grass cover, Good, HSG C 0.190 98 Paved parking, HSG C 0.290 90 Weighted Average 0.100 34.48% Pervious Area 0.190 65.52% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment 6S: POST TO SWALE Runoff = 2.85 cfs @ 12.51 hrs, Volume= 0.406 af, Depth> 3.36" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 10 Rainfall=4.70" Area (ac) CN Description 0.530 70 Woods, Good, HSG C 0.920 98 Paved parking, HSG C 1.450 88 Weighted Average 0.530 36.55% Pervious Area 0.920 63.45% Impervious Area 4020 Type 111 24-hr 10 Rainfall=4.70" Prepared by Hewlett-Packard Company Printed 3/19/2018 HydroCAD®10.00-20 s/n 09320 ©2017 HydroCAD Software Solutions LLC Paae 6 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 37.4 100 0.0200 0.04 Sheet Flow, Sheet Flow Woods: Dense underbrush n= 0.800 P2= 3.20" 1.0 200 0.0250 3.21 Shallow Concentrated Flow, Shallow Concentrated Flow Paved Kv=20.3 fps 38.4 300 Total Summary for Reach 2R: PRE STREET Inflow Area = 1.740 ac, 0.00% Impervious, Inflow Depth > 1.80" for 10 event Inflow = 1.71 cfs @ 12.63 hrs, Volume= 0.261 of Outflow = 1.71 cfs @ 12.63 hrs, Volume= 0.261 af, Atten= 0%, Lag=0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Summary for Reach 4R: POST STREET Inflow Area = 1.740 ac, 63.79% Impervious, Inflow Depth > 2.92" for 10 event Inflow = 3.04 cfs @ 12.52 hrs, Volume= 0.424 of Outflow = 3.04 cfs @ 12.52 hrs, Volume= 0.424 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Summary for Pond 5P: SWALE Inflow Area = 1.450 ac, 63.45% Impervious, Inflow Depth > 3.36" for 10 event Inflow = 2.85 cfs @ 12.51 hrs, Volume= 0.406 of Outflow = 2.83 cfs @ 12.56 hrs, Volume= 0.337 af, Atten= 1%, Lag=2.6 min Primary = 2.83 cfs @ 12.56 hrs, Volume= 0.337 of Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 70.40' @ 12.56 hrs Surf.Area= 0.070 ac Storage= 0.081 of Plug-Flow detention time= 106.2 min calculated for 0.337 of (83%of inflow) Center-of-Mass det. time= 40.3 min ( 866.2 - 826.0 ) Volume Invert Avail.Storage Storage Description #1 68.00' 0.089 of Custom Stage Data(Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 68.00 0.001 0.000 0.000 69.00 0.030 0.015 0.015 70.00 0.053 0.041 0.057 70.50 0.075 0.032 0.089 Device Routing Invert Outlet Devices #1 Primary 70.20' 24.0"x 36.0" Horiz.Orifice/Grate C= 0.600 4020 Type 111 24-hr 10 Rainfall=4.70" Prepared by Hewlett-Packard Company Printed 3/19/2018 HydroCADO 10.00-20 s/n 09320 @ 2017 HydroCAD Software Solutions LLC Paae 7 Limited to weir flow at low heads Primary OutFlow Max=2.82 cfs @ 12.56 hrs HW=70.40' (Free Discharge) L1=0rifice/Grate (Weir Controls 2.82 cfs @ 1.44 fps) 4020 Type 111 24-hr 25 Rainfall=5.50" Prepared by Hewlett-Packard Company Printed 3/19/2018 HydroCADO 10.00-20 s/n 09320 ©2017 HydroCAD Software Solutions LLC Page 8 Summary for Subcatchment 1 S: PRE TO STREET Runoff = 2.30 cfs Qa 12.61 hrs, Volume= 0.347 af, Depth> 2.39" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 25 Rainfall=5.50" Area (ac) CN Description 1.740 70 Woods, Good, HSG C 1.740 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 34.2 100 0.0250 0.05 Sheet Flow, Sheet flow Woods: Dense underbrush n= 0.800 P2=3.20" 8.7 150 0.0133 0.29 Shallow Concentrated Flow, Shallow Concentrated Flow Forest w/Heavy Litter Kv= 2.5 fps 42.9 250 Total Summary for Subcatchment 3S: POST TO STREET Runoff = 1.39 cfs Qa 12.09 hrs, Volume= 0.105 af, Depth> 4.36" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 25 Rainfall=5.50" Area (ac) CN Description 0.100 74 >75%Grass cover, Good, HSG C 0.190 98 Paved parking, HSG C 0.290 90 Weighted Average 0.100 34.48% Pervious Area 0.190 65.52% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment 6S: POST TO SWALE Runoff = 3.46 cfs @ 12.51 hrs, Volume= 0.498 af, Depth> 4.12" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 25 Rainfall=5.50" Area (ac) CN Description 0.530 70 Woods, Good, HSG C 0.920 98 Paved parking, HSG C 1.450 88 Weighted Average 0.530 36.55% Pervious Area 0.920 63.45% Impervious Area 4020 Type 111 24-hr 25 Rainfall=5.50" Prepared by Hewlett-Packard Company Printed 3/19/2018 HydroCAD®10.00-20 s/n 09320 ©2017 HydroCAD Software Solutions LLC Page 9 Tc Length Slope Velocity Capacity Description (min) (feet) .(ft/ft) (ft/sec) (cfs) 37.4 100 0.0200 0.04 Sheet Flow,Sheet Flow Woods: Dense underbrush n= 0.800 P2=3.20" 1.0 200 0.0250 3.21 Shallow Concentrated Flow, Shallow Concentrated Flow Paved Kv= 20.3 fps 38.4 300 Total Summary for Reach 2R: PRE STREET Inflow Area= 1.740 ac, 0.00% Impervious, Inflow Depth > 2.39" for 25 event Inflow = 2.30 cfs @ 12.61 hrs, Volume= 0.347 of Outflow = 2.30 cfs @ 12.61 hrs, Volume= 0.347 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Summary for Reach 4R: POST STREET Inflow Area = 1.740 ac, 63.79% Impervious, Inflow Depth > 3.68" for 25 event Inflow = 3.70 cfs @ 12.52 hrs, Volume= 0.534 of Outflow = 3.70 cfs @ 12.52 hrs, Volume= 0.534 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Summary for Pond 5P: SWALE Inflow Area = 1.450 ac, 63.45% Impervious, Inflow Depth > 4.12" for 25 event Inflow = 3.46 cfs @ 12.51 hrs, Volume= 0.498 of Outflow = 3.44 cfs @ 12.55 hrs, Volume= 0.428 af, Atten= 1%, Lag= 2.5 min Primary = 3.44 cfs @ 12.55 hrs, Volume= 0.428 of Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 70.42' @ 12.55 hrs Surf.Area= 0.072 ac Storage= 0.083 of Plug-Flow detention time= 94.7 min calculated for 0.428 of (86%of inflow) Center-of-Mass det. time= 36.7 min ( 857.1 - 820.4 ) Volume Invert Avail.Storage Storage Description #1 68.00' 0.089 of Custom Stage Data(Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 68.00 0.001 0.000 0.000 69.00 0.030 0.015 0.015 70.00 0.053 0.041 0.057 70.50 0.075 0.032 0.089 Device Routing Invert Outlet Devices #1 Primary 70.20' 24.0"x 36.0" Horiz.Orifice/Grate C= 0.600 4020 Type 111 24-hr 25 Rainfall=5.50" Prepared by Hewlett-Packard Company Printed 3/19/2018 HydroCAD®10.00-20 s/n 09320 02017 HydroCAD Software Solutions LLC Page 10 Limited to weir flow at low heads Primary OutFlow Max=3.43 cfs @ 12.55 hrs HW=70.42' (Free Discharge) L1=0rifice/Grate (Weir Controls 3.43 cfs @ 1.54 fps) 4020 Type 111 24-hr 100 Rainfall=6.90" Prepared by Hewlett-Packard Company Printed 3/19/2018 HydroCAD@ 10.00-20 s/n 09320 ©2017 HydroCAD Software Solutions LLC Page 11 Summary for Subcatchment 1 S: PRE TO STREET Runoff = 3.41 cfs @ 12.60 hrs, Volume= 0.508 af, Depth> 3.50" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 100 Rainfall=6.90" Area (ac) CN Description 1.740 70 Woods, Good, HSG C 1.740 100.00% Pervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 34.2 100 0.0250 0.05 Sheet Flow, Sheet flow Woods: Dense underbrush n= 0.800 P2= 3.20" 8.7 150 0.0133 0.29 Shallow Concentrated Flow, Shallow Concentrated Flow Forest w/Heavy Litter Kv= 2.5 fps 42.9 250 Total Summary for Subcatchment 3S: POST TO STREET Runoff = 1.80 cfs @ 12.09 hrs, Volume= 0.138 af, Depth> 5.72" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 100 Rainfall=6.90" Area (ac) CN Description 0.100 74 >75%Grass cover, Good, HSG C 0.190 98 Paved parking, HSG C 0.290 90 Weighted Average 0.100 34.48% Pervious Area 0.190 65.52% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Summary for Subcatchment 6S: POST TO SWALE Runoff = 4.54 cfs @ 12.51 hrs, Volume= 0.660 af, Depth> 5.46" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type III 24-hr 100 Rainfall=6.90" Area (ac) CN Description 0.530 70 Woods, Good, HSG C 0.920 98 Paved parking, HSG C 1.450 88 Weighted Average 0.530 36.55% Pervious Area 0.920 63.45% Impervious Area 4020 Type 11124-hr 100 Rainfall=6.90" Prepared by Hewlett-Packard Company Printed 3/19/2018 HydroCAD®10.00-20 s/n 09320 ©2017 HydroCAD Software Solutions LLC Page 12 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 37.4 100 0.0200 0.04 Sheet Flow, Sheet Flow Woods: Dense underbrush n= 0.800 P2= 3.20" 1.0 200 0.0250 3.21 Shallow Concentrated Flow,Shallow Concentrated Flow Paved Kv= 20.3 fps 38.4 300 Total Summary for Reach 2R: PRE STREET Inflow Area = 1.740 ac, 0.00% Impervious, Inflow Depth > 3.50" for 100 event Inflow = 3.41 cfs @ 12.60 hrs, Volume= 0.508 of Outflow = 3.41 cfs @ 12.60 hrs, Volume= 0.508 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Summary for Reach 4R: POST STREET Inflow Area= 1.740 ac, 63.79% Impervious, Inflow Depth > 5.03" for 100 event Inflow = 4.85 cfs @ 12.51 hrs, Volume= 0.729 of Outflow = 4.85 cfs @ 12.51 hrs, Volume= 0.729 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Summary for Pond 5P: SWALE Inflow Area= 1.450 ac, 63.45% Impervious, Inflow Depth > 5.46" for 100 event Inflow = 4.54 cfs @ 12.51 hrs, Volume= 0.660 of Outflow = 4.51 cfs @ 12.55 hrs, Volume= 0.590 af, Atten= 1%, Lag= 2.3 min Primary = 4.51 cfs @ 12.55 hrs, Volume= 0.590 of Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 70.47' @ 12.55 hrs Surf.Area= 0.074 ac Storage= 0.087 of Plug-Flow detention time= 80.6 min calculated for 0.590 of (89%of inflow) Center-of-Mass det. time= 32.6 min ( 845.4- 812.9) Volume Invert Avail.Storage Storage Description #1 68.00' 0.089 of Custom Stage Data(Prismatic) Listed below(Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 68.00 0.001 0.000 0.000 69.00 0.030 0.015 0.015 70.00 0.053 0.041 0.057 70.50 0.075 0.032 0.089 Device Routing Invert Outlet Devices #1 Primary 70.20' 24.0"x 36.0" Horiz.Orifice/Grate C= 0.600 4020 Type 11124-hr 100 Rainfall=6.90" Prepared by Hewlett-Packard Company Printed 3/19/2018 HydroCADO 10.00-20 s/n 09320 02017 HydroCAD Software Solutions LLC Page 13 Limited to weir flow at low heads Primary OutFlow Max=4.50 cfs @ 12.55 hrs HW=70.47' (Free Discharge) L1=0rifice/Grate (Weir Controls 4.50 cfs @ 1.69 fps) PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: 3/26/18 TO: Matt Galligan, Michael Gantick, Walter Summers, Jeff Doolittle Ray Favreau, Chris Dougan, Heather Oatis, Kevin Cooney, Tony Manfre, John Caldwell, Andrea Confrancesco, Chris Duchesne, Vincent Stetson FROM: Michele Lipe, AICP, Director of Planning The Planning &Engineering Departments have received plans for the following projects: Appl 18-15P, Monroe Tractor Special Exception/Site Plan Location: 6, 14 and 24 Sandra Drive ® Site Plan ❑ Subdivision No. Acres 3.4 ac Zone I ® Industrial ❑ Commercial ® Residential No. Lots/Units Water: ® Public ❑ Private Well Sewerage: ® Public ❑ Septic System Project Description: Equipment sales and service 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 4/12/18 and return to the Planning Department. P.O.BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE:860.291.8755 WW �� ' 1��� FAX:860.291.8757 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / LAND SURVEYORS / PLANNERS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, *Rhode Island • • • LETTER OF TRANSMITTAL To: Town Planner Michele Lipe Date: 5/2/2018 DPI Project No. 4020 : Town of South Windsor Re: • Monroe Tractor Sandra Drive : WE ARE SENDING YOU: ❑ Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Renderings ❑ Specifications : ❑ Copy of Letter ❑ Change Order ❑ • • • • COPIES DATE„ • DESCRIPTION 13 5/1/2018 Narrative 3 5/1/2018 Full size rev 1 site plan set • 10 5/1/2018 Reduced size rev 1 site plan set 13 Equipment height table 13 Fence cut sheet THESE ARE TRANSMITTED AS CHECKED BELOW- © For Approval ❑✓ For review and comment ❑ No exceptions taken • ❑ For your use ❑ Forbids due ❑ Make corrections : ❑ As requested ❑ Prints returned after loan to us ❑ Make corrections REMARKS: As discussed,enclosed please find updated Narrative and Plans,along with supplemental information related to the equipment heights and fence. AIED e.,.,�. • MAY 2 201JDM. : SOUTH"NDSJr,PtANNIN : SIGNED: CC: Dane LaBonte,E.I.T. • App. 1S - ' SP P.O.BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE: 860.291.8755 FAX:86nalsin 8757 .com www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS/ PLANNERS / SURVEYORS/ GIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, *Rhode lsland • • • • • Narrative Statement Monroe Tractor 6, 14&24 Sandra Drive South Windsor, Connecticut DPI Project No. 4020 : May 1, 2018 Members of the Commission, On behalf of the applicant Monroe Tractor,please accept this narrative and the enclosed plans in support of the subject application. Monroe Tractor intends to develop the former Daniel's Electric building located at 6 Sandra Drive, along with the two vacant, industrial parcels at 14 and 24 Sandra Drive and is seeking a Special Exception for `equipment sales, service, and rentals, including farm equipment' in the Industrial zoning district, and a Site Plan of Development for the improvements shown on the enclosed plans. Monroe Tractor is a family-owned and-operated business run by Janet Felosky, daughter of Henry Hansen who founded the company 67 years ago in 1951. With 12 locations in New York, Monroe Tractor recently expanded by acquiring two new locations in Massachusetts last year and is excited about moving into Connecticut this year, with this 13th location to be managed by Craig Robbins. • Monroe Tractor sells and services new and used agricultural and construction equipment, : machinery, vehicles, and parts. This location is expected to primarily serve the construction : industry. Construction equipment could include loaders, crawler dozers, excavators, compaction equipment, road building equipment, and aggregate equipment. Agricultural equipment could include tractors, harvesters,planting equipment, tillage equipment, and hay equipment. Monroe Tractor employs certified, factory-trained technicians and offers in-house equipment service for regularly scheduled maintenance and offers service in the field for service of larger pieces of equipment and for emergency repairs. Monroe Tractor looks forward to hiring seven employees at this location at initial opening, with the anticipation of hiring a total of ten employees within the first year. e • e At this location, hours of operation are anticipated to be Monday to Friday 7:00 AM—5:00 PM with equipment deliveries generally between the hours of 8:00 AM—4:00 PM. During normal operations once the business is established, approximately 1-2 equipment deliveries are anticipated weekly. There will naturally be more deliveries initially as the inventory stock is established. During the slower Winter season, there could be periods of one to three days between deliveries. As outlined in the enclosed Monroe Tractor Equipment exhibit, equipment is stocked based on sales potential, with the majority of the local market driving demand for small equipment(±6'-8'). Only 5% of the inventory is anticipated to be taller equipment(±10-11.5'). The mix of equipment is estimated based on Monroe Tractor's forecasted sales. Occasionally customers will order non- standard equipment that will be on site for a limited time between being delivered and being picked up by the customer. Monroe Tractor has agreed to locate taller pieces of equipment toward the front of the yard in an effort to minimize visual impact to the abutting residential properties. • Once the equipment in stock has been delivered, it does not operate unless a customer is running it as a test before purchase. Noise due to equipment operation is not anticipated to be detrimental to the surrounding residential and industrial abutters. Noise due to truck deliveries is minimized by designing this site such that trucks can fully navigate through the site without backing up, which will reduce the use of back up alarms, which is often the largest contributing noise factor due to truck deliveries. While some noise is inevitable from any industrial activity, the noise level will not exceed the state-established permitted noise levels. The subject site, comprised of the three parcels, is proposed to be improved to accommodate the proposed use. The two unused parcels 14 and 24 Sandra Drive are proposed to be developed into an equipment yard connected to the existing parking lot of 6 Sandra Drive. The three parcels will be merged into a single piece or parcel of land after acquisition. The modifications proposed to 6 Sandra Drive are limited to those necessary to accommodate the proposed connection. A loading dock and a 250-gallon above-ground double-walled diesel fuel storage tank on a concrete pad are proposed to the north of the connection between the yard and the parking lot. The equipment yard is proposed to be behind an attractive 4' tall white vinyl three rail fence backing a row of landscaping bushes and shrubs along the length of the street frontage of Sandra Drive, with the exception of the access drives proposed. Similar landscaping is proposed in front of the eastern portion of the 6 Sandra Drive parcel that will be used for vehicles waiting for service. A residential zone exists to the west and the north. No site modifications are proposed along the northern boundary. The western landscape buffer was extended from the regulatory 50' to 75' by a previous land use approval (07-32P). The existing trees within the 75' landscape buffer will remain. Furthermore, a row of arborvitae is proposed along the western edge of the equipment yard to provide additional screening. The proposed project complies with these buffer requirements as shown on the enclosed plan. Access to the equipment yard is proposed via two new curb cuts along Sandra Drive with one per parcel on either end of the yard in order to facilitate the delivery, off-loading, and handling of the equipment, as well as emergency services vehicles. The equipment yard is proposed to be constructed of millings, with a portion of the yard between the new northern curb cut and the connection to the existing parking lot proposed to be asphalt pavement because the western portion of the building will be used for customer-facing equipment and parts sales and service. The Aesion '� •i I existing overhead door on the western portion of the building is proposed to be converted into a double entry door. The center portion of the building will be used for offices. The garage in the eastern portion of the building will be used for equipment service which will be done inside the building. There will be 22 existing parking spaces remaining after the proposed modifications, not including the eastern row of existing parking spaces that is proposed to be used for vehicles to be serviced. The 22 parking spaces exceed the operational parking demand from employees and customers, though the zoning regulations require 23 parking spaces so one reserve space is shown within the parking area of the equipment yard as shown on the enclosed plans. A new wall sign is proposed above the door in the middle of the building, and the existing freestanding sign is proposed to be replaced, and sign permits will be sought. The site currently slopes from west to east and that condition is proposed to be maintained, with a stormwater management system that collects stormwater runoff from the equipment yard in a Swale behind the fence on the eastern edge of the yard. This Swale will act as a rain garden by retaining the water quality volume prescribed by the Connecticut Stormwater Quality Manual. The stormwater will then be routed through an outlet control structure and piped to the stormwater drainage system in Sandra Drive. No other utility improvements are proposed. Three new site lights with house side shields are proposed along the western edge of the equipment yard which are designed to illuminate the yard while being sensitive to the residential abutters. These lights are full cut-off fixtures on 25' poles. In keeping with the Town's Plan of Conservation and Development, this application is proposing to bring a new business to South Windsor, appropriately located in the Industrial zone. The : enclosed plans meet all requirements of the zoning regulations and demonstrate that the land is physically suited to the proposed use and that no adverse environmental or traffic impacts or hazards will be created. The proposed project will have minimal impact on existing infrastructure. The existing drainage pattern is being maintained so there will be minimal impact to the drainage system. Sandra Drive currently serves large trucks with regularity so there will be minimal impact to the roadways. Other uses in the area are similar industrial and business uses that will not be adversely impacted by the proposed use. Through the development of an attractive site, with significant additional buffering provided, the surrounding property values will be conserved and the character of the adjoining residential neighborhood will be protected. The proposed project serves the general welfare of the community by providing a needed service at a site located in an appropriate neighborhood, that does not involve any historic factors, and that is compatible with the surrounding development. We are excited to present this project and to bring a successful and growing company to the Town. We trust that the above and enclosed information is sufficient for the project to be evaluated and we look forward to working with the Commission and Town staff as this project moves forward. • ro�e�sioe�ls V Tjo Mtn(' ROE TRACTOR we keep you working Monroe Tractor stocks equipment based on sales potential. The number of units kept in stock at any time varies greatly and overall stocking levels will be determined based on demand. While the level of stocking fluctuates, the mix of equipment is fairly predictable. The market is dominated by smaller or compact equipment and therefore this type of equipment will make up the bulk of the inventory. The below chart indicates the anticipated mix of equipment to be kept in stock. This is provided as a reference of our intended inventory only. Height to top of Anticipated Type cab of largest percentage of stocked unit stocking inventory Skid Steers 6'-8" Track Loaders 6'-10" Compaction (rollers) 7 - Ill 60% Mini Excavators 8'-4" Backhoe 81- 11" Compact Wheel Loader 8'-8" 35% Dozer-Small 9'-3" Excavator-Medium 10, Large Excavator 111-5" Large Wheel Loader 11'-6" 5% Dozer-Large 10'-2" RECEIVED MAY 0 2 2018 SOUTH WINDSOR PLANNING DEPT. i POST & RAIL FENCE .i r . POST &_ RAIL_FENCE IHORSE FENCE All Styles Approx. COLOR1• 1 POSTS 96" Post On Center Height h' Almond Black White Pine Seasoned Pine x White Almond ' Available in 2.3.4 Rail 2 Rail(1�/2"x 51/2Lengths") 36.75" • • 1'/2"x 5'/2"rails 11 2°x 6"rails 11 8'sections 8 or 16 64" H 2 Rail(2"x 611) 36.75" • • Sections include one 5"post and one flat cap 8'or 16'Lengths Rail(11/2"x 51/2") 51.00" • • ---- 8'or 16'Lengths 3 Rail(2"x 51.50" 78 H • • • 8'or 16'Lengths -- --- -- -- - 4�Rail(1�/2"x 51/2") 58.75" • • 8 or 16 Lengths 4 Rail(2"x 611) 90" H 8'or 16'Lengths 59.25" • • • „4. � ,r Su periorPlastic Products.corn 13 r x ��a"� ��'� i r � � �) ��,^ a � � n��t ,.�(•. . I ( r't w 7• n�rr�,,,.,.rwrrrrrrwww.��` 4� k w IJ a T•:. _ I x ax a f ti 3 �< t i w t " I MMnrv'15 s STAFF REPORT CONTACT INFORMATION Michele R. Lipe, AICP Director of Planning Michele.lipe@southwindsor.org APPLICATION NUMBER APPLICANT/PROPERTY OWNER Appl 18-15P,Monroe Tractor Monroe Tractor— applicant Special Exception Site Plan PUBLIC HEARING DATE PROPERTY ADDRESS/LOCATION Tuesday, May 8, 2018 6, 14 and 24 Sandra Drive BRIEF SUMMARY OF REQUEST Special Exception Review criteria 1. Special request for equipment The goals and objectives of the Plan of Development sales, rental, service, repairs of new and used agricultural and are met; construction equipment. Potential Adverse traffic impacts are not created; equipment that could be on site including, but not limited to: Negative impacts on property values are not created; loaders, crawler dozers, excavators, The land is physically suited for the proposed use; compaction equipment, tractors, Adverse environmental impacts are not created; harvesters, planting equipment etc. 2. Site plan modification to add a There is a balance between neighborhood acceptance storage yard of equipment. Plan and community needs; illustrates buffer planting of 63 Present and proposed utilities, streets, drainage arborvitae trees proposed at the system, and other improvements have adequate edge of the storage area and capacity to accommodate the proposed use provides across-section of the buffer at planting and maturity. Historic factors are adequately protected; 3. The narrative indicates the hours of The overall physical appearance of the proposed operation— Monday- Friday 7:30 development is compatible with surrounding AM- 5:00 PM. With deliveries development and the Commission's goals for the between 8:00 am — 4:00 PM with neighborhood/corridor. 1-2 deliveries anticipated weekly. The architectural design is aesthetically pleasing and Detailed information on the types blends well into the surrounding area. of equipment they intend to have on site, the percentage of each type The Commission may impose additional conditions in of equipment and the height of the accordance with these regulations in order to ensure equipment has been provded. that all applicable criteria enumerated above and/or within a particular use category are satisfied. MAP SOURCE EXISTING EXISTING LAND USE SURROUNDING ZONING& SITE IMPROVEMENTS SIZE OF ZONING LAND USE Construct an equipment storage PROPERTY Industrial Existing industrial Residential zoning yard of out of millings. Row of buildingand (DRZ) to the north and vacant Residential A40 arborvitae buffer plantings along - land; subject to the rear of the parking area. buffer requirements zoning to the west; Two curb cuts to be added along where zone industrial industrial zoning to Sandra Drive for site circulation. e south and east See map th and residential zone Water quality drainage Swale attached line meet along the Sandra Drive frontage which will be screened by fencing and landscaping. Pole lighting has been provided to the rear of the storage area. Minor building renovations are proposed STAFF RECOMMENDATION APPROVE APPROVE WITH CON DITIONS/MODIFICATIONS DENY COMPATIBILITY with the COMPREHENSIVE PROPERTY HISTORY PLAN/ZONING ORDINANCE The property was originally subdivided in the late 1980's. At the time the The proposed development meets developer agreed to a 75 foot buffer area. 6 Sandra Dr has an existing all the bulk requirements of the industrial building that was used previously by an electrical contractor. Industrial zone requirements. One of the vacant lots had a site plan approved previously;however never Buffer cross-sections have been constructed. provided. The site does not contain any regulated wetlands and is not in the 100 year The PZC must determine that the flood zone. IWA/CC has approved the Erosion and Sedimentation plan proposal meet the Special with the recommend of a $5,000 E and S bond and $3,000 stormwater exception criteria bond RECOMMENDED APPROVAL CONDITIONS: Standard Site Plan Approval Conditions; Special Exception filing, Bonds, Combine three properties by deed into one lot ATTACHMENTS SUBMITTED PLANS/ PUBLIC HEARING PETITION/ LEGAL NOTICE STANDARD (CIRCLE) < NARRATIVE APPLICATION FORM APPROVAL ONDITIONS 5/1/2018 Print Map a . Town of South Windsor �a0� ate wn at Geographic Information System (GIS) y h�SOR Co: Date Printed:5/1/2018 h t r N MAP DISCLAIMER-NOTICE OF LIABILITY Approximate Scale: 1 inch= 100 feet This map is for assessment purposes only. It is not for legal description or conveyances.All information is subject to verification by any user. W The Town of South Windsor and its mapping contractors assume no 0 100 legal responsibility for the information contained herein. Feet S http://southwindsor.mapxpress.net/ags�_map/ 1/1 Appl #18-15P, Monroe Tractor 5/8/18 Planning Department Report 1. Request for a Special Exception to Table 4.1.1A and site plan of development for equipment sales, service and rentals on property located at 6, 14 and 24 Sandra Drive, I zone 2. The applicant's narrative states the business includes sales, rental, service, repairs of new and used agricultural and construction equipment. The applicant narrative provides a list of potential equipment that could be on site including, but not limited to: loaders, crawler dozers, excavators, compaction equipment, tractors, harvesters, planting equipment etc. They have also provided a breakdown and percentage of types of equipment intended to be stored on site. 3. Equipment sales and service are permitted by Special Exception in the Industrial zone. Criteria for approval 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. i • The architectural design is aesthetically pleasing and blends well into the surrounding area. The Commission may impose additional conditions in accordance with these regulations in order to ensure that all applicable criteria enumerated above and/or within a particular use category are satisfied. 4. The applicant's narrative states hours of operation are to be Monday through Friday 7:00- am— 5:00 PM with equipment deliveries generally between 8:00 am and 4:00 pm. 5. The applicant is proposing to use the existing building for repairs. An overhead door on the easterly side of the building allows access into the warehouse area for repairs. The parking of equipment to be repaired is shown in front of that area. My understanding is that there will be equipment repaired outside, only within the building and would recommend a condition to that affect. 6. The equipment yard is proposed on the two parcels south of the existing building and is proposed to be behind a 4' foot high vinyl three rail fence with landscaping bushes and shrubs along the length of their frontage on Sandra Drive. Two curb cut are being added to allow for a one way pattern through the equipment yard. 7. These properties abut up to the A-40 residential zone and are subject to the buffer requirements. This situation is a little unusual in that when the original subdivision was approved in 1987, the developer offered a 75 foot buffer area in addition to the 25 foot rear yard. This plan complies with those setbacks and the applicant has proposed a row of arborvitae to accomplish the screening of the activities on site. 8. The parking requirement based on the uses on the building is 23 spaces. The applicant has provided 223 and has shown the additional required space in reserve. 9. The applicant is entitled to both a free standing sign and a building sign with the issuance of a zoning permit. IO.There are no regulated wetlands on the property. The applicant received IWA/CC approval for the erosion and sedimentation plan on 4/18/18 requiring a bond in the amount of$5,000 for installation and maintenance of erosion and sediment controls on the site; and a bond in the amount of$3,000 for installation of the stormwater system. 11.The Fire Marshal has reviewed the plans and does not have any concerns. 12.The site is serviced by public water and sewer. Water Pollution Control Authority approval is required for the change of use. 13.If this application is approved, the planning modification requests a condition requiring the properties to be combined by deed as the use is being approved as a single lot. 2 P.O.BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 060744 PHONE:860.291.8755 FAX:860..291.8757 www.designprofessionalstnc.com CIVIL S TRAFFIC ENGINEERS/ PLANNERS I SURVEYORS I GI•S ANALYSTS 1 LANDSCAPE ARCHITECTS 5esnrng Connecticut, 40550chowts, #Rhode tslsnd r s a • March 21,2018 s s s • s ar Re Monroe Tractor 6, 14, and 24 Sandra Drive Conservation Commission, and Planning and Zoning Applications Dear Abutting Property Owner: In accordance with Section 7.3.b of the "South Windsor Inland. Wetlands, Watercourses, and Conservation Regulations," and Section 8.2C of the "South Windsor Zoning Regulations," you are hereby notified that an applications have been filed on the property located at 6, 14, and 24 Sandra Drive, abutting your property, which will be the subject of meetings by the Conservation Commission, and Planning and Zoning Commission. The applications and plans are on file with the South Windsor Planning Department. As an abutting property owner you are invited to the hearing(s)/meeting(s) to ask questions and/or give comments, however, you are not required to attend. You may also submit written comments regarding the applications prior to the meeting if you so desire. For further information regarding the specific hearing dates of the applications, please the South. Windsor Planning Department at 860-644-2511, If you have any questions regarding the specifics of the plans,please feel free to contact our office at 860-291-8755. Thank you. Sincerely, DESIGN PROFESSIONALS, INC. Peter R. DeMallie President Cc: Town of South Windsor 1 Client s s 11 � 4� TOWN OF SOUTH WINDSOR,CONNECTICUT 6,14,24 Sandra Drive Abuuters List Parcel ID Site Address Owner Name Mailing Address Mailing City Mailing State Mailing Zip 79900040 40 SANDRA DRIVE CHARBONNEAU ANDRE L 10 ABBE RD SOUTH WINDSOR CT 06074 50300075 75 KIMBERLY DRIVE S A S HOLDINGS LLC 18 LOOKOUT LANDING ELLINGTON CT 06029 50300080 80 KIMBERLY DRIVE LINBOB LLC 80 KIMBERLY DR SOUTH WINDSOR CT 06074 66600032 32 OLD PARISH DRIVE DRIVERS STANLEY J JR&LISA M 32 OLD PARISH DR SOUTH WINDSOR CT 06074 66600040 40 OLD PARISH DRIVE MOORES EARL TR&JANET TR 40 OLD PARISH DRIVE SOUTH WINDSOR CT 06074 66600050 50 OLD PARISH DRIVE BOUFFARD JOSEPH M 50 OLD PARISH DR SOUTH WINDSOR CT 06074 32800007 7 FITCH MEADOW LANE MELINOSKY DAVID T 7 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800005 5 FITCH MEADOW LANE CHAN MICHAEL W& 5 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800011 11 FITCH MEADOW LANE MOD[FENIL 11 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800014 14 FITCH MEADOW LANE WILDS AMANDA M&MATTHEW J 14 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800015 15 FITCH MEADOW LANE PARIKH MANSI 15 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800020 20 FITCH MEADOW LANE CASAOL HERMAN 20 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800021 21 FITCH MEADOW LANE SANDERS BRENDA J 21 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800022 22 FITCH MEADOW LANE BUREK BOGDAN&GRAZYNA T 22 FITCH MEADOW LA SOUTH WINDSOR CT 06074 32800024 24 FITCH MEADOW LANE OBIECHIE ONYEKA 2710 PATRIOT DR MELISSA TX 75454-2488 32800026 26 FITCH MEADOW LANE AWALE MUSSE 0 26 FITCH MEADOW LN SOUTH WINDSOR CT 06074 32800027 27 FITCH MEADOW LANE TRELA MARIE 27 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800028 28 FITCH MEADOW LANE PATLOLLA SANTOSH K& 28 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800032 32 FITCH MEADOW LANE WATTS MARJORIE 32 FITCH MEADOW LN SOUTH WINDSOR CT 06074 32800035 35 FITCH MEADOW LANE VU HUY&KHONESAVANH 35 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800036 36 FITCH MEADOW LANE REGAN HELEN T 36 FITCH MEADOW ROAD SOUTH WINDSOR CT 06074 32800038 38 FITCH MEADOW LANE PHAM XUAN MAI T& 38 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800040 40 FITCH MEADOW LANE SEMINO BARBARA ATRUSTEE P 0 BOX 1331 GLASTONBURY CT 06033 32800044 44 FITCH MEADOW LANE PATEL TEJAS&DHARA 44 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800045 45 FITCH MEADOW LANE MULROY NANCY 45 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800048 48 FITCH MEADOW LANE SCOTT KRISTEL-ANN& 48 FITCH MEADOW LN SOUTH WINDSOR CT 06074 32800049 49 FITCH MEADOW LANE TERRY SALLY A 49 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800052 52 FITCH MEADOW LANE ROSSETTI NICOLE 52 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800055 55 FITCH MEADOW LANE BRENNAN DONNA L 55 FITCH MEADOW ROAD SOUTH WINDSOR CT 06074 32800056 156 FITCH MEADOW LANE SFREDDO DONALD 56 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800059 59 FITCH MEADOW LANE CATALDI NANCY SANDRA 59 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800060 60 FITCH MEADOW LANE HUNTER JARRETT 60 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800062 62 FITCH MEADOW LANE GIL EDUARDO S&SANDRA P 62 FITCH MEADOW LANE 1SOUTH WINDSOR CT 106074 G:\obs\4020\Does\Applications\Abutters\4020 Abbuters_Mailing_List.xls 3/20/2018 TOWN OF SOUTH WINDSOR,CONNECTICUT 6,14,24 Sandra Drive Abbuters List Parcel ID Site Address Owner Name Mailing Address Mailing City Mailing State Mailing Zip 32800064 64 FITCH MEADOW LANE SRINIVASACHARI VIJAY 64 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800065 65 FITCH MEADOW LANE VEERAPANENI KRISHNA CHAITANYA 65 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32900066 66 FITCH MEADOW LANE BRETZJAMES A&L€SA M 66 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800068 68 FITCH MEADOW LANE GIANSIRACUSA PAULSJR&ROSALIEJ 68 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800069 69 FITCH MEADOW LANE PICHAY DUANE D&JOCELYN R 69 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 32800070 170 FITCH MEADOW LANE DRAKIOTES GARNET&CLOUGH LINDA M 11126 CORRLNA ROAD WAKE FOREST NC 127587-0000 G:\}absL4020\Docs\Appiications1Abutters\4020 Abbuters_Malling_List.xis 3/20/2018 CHARBONNEAU ANDRE L S A S HOLDINGS LLC LINBOB LLC 10 ABBE RD 18 LOOKOUT LANDING 80 KIMBERLY DR SOUTH WINDSOR,CT 06074 ELLINGTON,CT 06029 SOUTH WINDSOR,CT 06074 GRIVERS STANLEY J JR&LISA M MOORES EARL TR &JANET TR BOUFFARD JOSEPH M 32 OLD PARISH DR 40 OLD PARISH DRIVE 50 OLD PARISH DR SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074 MELINOSKY DAVID T CHAN MICHAEL W& MODI FENIL 7 FITCH MEADOW LANE 5 FITCH MEADOW LANE 11 FITCH MEADOW LANE SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074 WILLIS AMANDA M &MATTHEW J PARIKH MANSI CASAOL HERMAN 14 FITCH MEADOW LANE 15 FITCH MEADOW LANE 20 FITCH MEADOW LANE SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074 SANDERS BRENDA J BUREK BOGDAN &GRAZYNA T OBIECHIE ONYEKA 21 FITCH MEADOW LANE 22 FITCH MEADOW LA 2710 PATRIOT DR SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074 MELISSA,TX 75454-2488 AWALE MUSSE 0 TRELA MARIE PATLOLLA SANTOSH K& 26 FITCH MEADOW LN 27 FITCH MEADOW LANE 28 FITCH MEADOW LANE SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074 WATTS MARJORIE VU HUY&KHONESAVANH REGAN HELEN T 32 FITCH MEADOW LN 35 FITCH MEADOW LANE 36 FITCH MEADOW ROAD SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074 PHAM XUAN MAI T& SEMINO BARBARA A TRUSTEE PATEL TEJAS&DHARA 38 FITCH MEADOW LANE P 0 BOX 1331 44 FITCH MEADOW LANE SOUTH WINDSOR,CT 06074 GLASTONBURY,CT 06033 SOUTH WINDSOR,CT 06074 MULROY NANCY SCOTT KRISTEL-ANN& TERRY SALLY A 45 FITCH MEADOW LANE 48 FITCH MEADOW LN 49 FITCH MEADOW LANE SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074 ROSSETTI NICOLE BRENNAN DONNA L SFREDDO DONALD 52 FITCH MEADOW LANE 55 FITCH MEADOW ROAD 56 FITCH MEADOW LANE SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074 SOUTH WINDSOR, CT06074 CATALDI NANCY SANDRA HUNTER JARRETT GIL EDUARDO S&SANDRA P 59 FITCH MEADOW LANE 60 FITCH MEADOW LANE 62 FITCH MEADOW LANE SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074 SRINIVASACHARI VIJAY VEERAPANENI KRISHNA CHAITANYA BRETZ JAMES A&LISA M 64 FITCH MEADOW LANE 65 FITCH MEADOW LANE 66 FITCH MEADOW LANE SOUTH WINDSOR,CT06074 SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074 GIANSIRACUSA PAUL S JR& ROSALIE J PICHAY DUANE D&JOCELYN R DRAKIOTES GARNET&CLOUGH LINDA 68 FITCH MEADOW LANE 69 FITCH MEADOW LANE M SOUTH WINDSOR,CT 06074 SOUTH WINDSOR, CT 06074 1126 CORRINA ROAD WAKE FOREST, NC 27587-0000 -Address of Sender Check type of mail or service: Affix Stamp Here Certified (if issued as a a, Recorded Delivery(International) certificate of mailing, COD Registered or for additional Delivery Confirmation Return Receipt for Merchandise copies of this bill) r Express Mail Signature Confirmation Postmark and Date of Receipt_........... ...... _,.._ . _'L_.-- _.__._... ..... 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Affix Stamp Here (if issued as a Certified Recorded Delivery(international) ceffficate of mailing, COD Registered or for additional Delivery Confirmation Retain Receipt for Merchandise copies of this bill) Express Mail Signature Confirmation Postmark and Insured Date of Receipt — __ c ^ - =z Ufa rYxirl Postage Fee Handling Actual Value Insured Due Sender DC SC SH RD RR Article Number Addressaa(t _ _....., .. _...._ .._.MODI FENIL _. .Charge if Registered Value if COD Fee Fee Fee Fee Fee 11 FITCH MEADOW LANE SOUTH WINDSOR CT 06074 WILLIS AMANDA M &MATTHEW J 14 FITCH MEADOW LANE SOUTH WINDSOR,CT 06074 PARIKH MANSi s 15 FITCH MEADOW LANE 'SOUTu te,IntrtSC]R.�T 06074 ..CASAOL H'ERMAN 20 FITCH MEADOW LANE SOUTH WINDSOR,CT 06074 SANDERS BRENDAJ 21 FITCH MEADOW LANE BUREK gOGDgNI-ru WINDSOR.CT 06074 _ GRAZYNA T - 22 FITCH M DO ` W LA _..._..._ .. ....... ......SOUTH WINDSOR, CTOBIECHIEONYEKA r 2710 PATRIOT DR AWALE MUSSE O MELISSA,TX 75454-2488 E 26 FITCH MEADOW LN SOUTH WINDSOR CT 06074. 6 Number of Pieces Tbtal Number of Pi ' T employee) . _,, -- — ; by sender Received at Post c , See Privacy Act Statement on Reverse - S:Form 3877,February 2002(Page 1 of 2) replete by Typew ter,LnjVor Bail Point Pen and Address of Sender Check type of mail or service: Affix Stamp Here (if issued as a Certified Recorded Delivery(International) certificate of mailing, COD Registered or for additional _ Delivery Confirmation Return Receipt for Merchandise copies of this bill) Express Mail Signature Confirmation Postmark and m.__,... _Insured_.. 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P 0 BOX 1331 GLASTONBURY,CT06033 ' PATEL TEJAS&DHARA . 44 FITCH MEADOW LANE €: ---,SOUTH WINDSOR CT06074 _._, ___..-.__—_ �._ _ €ttRel Number of Pieces Total Number of Pieces .Postmaster,Per(Ni r by sender Received at Post Office See Privacy Act Statement On Reverse I orm 3877,February 2002(Page 1 of 2) Complete by Ypewriter,Ink,or Ball Point Pen ; atxi Address of Sender Check type of mail or service: Affix Stamp Here Certified (if issued as a Recorded Delivery(international) ceRiFCateofmailing, COD Registered or for addtional E Delivery Confirmation Return Receipt for Merchandise copies of this bill) Express Mail Signature Confirmation Postmark and I Insured Date of Receipt Article Number p�{ ( Street,qry a&gyp ) Postage F� Handling Actual Value Insured Due Sender DC SC SH RD RR ..... __ __ .MULROY NANCY Charge if Registered Value if COD Fee Fee Fee Fee Fee 45 FITCH MEADOW LANE 1 I SOUTH WINDSOR.CT I ,... . __ .._ SCOTT KRISTEL-ANN& ._.. 48 FITCH MEADOW LN E , __—....... . ....... .. TERRY SALLY A SOUTH WINDSOR,CT 06074 ........ 49 FITCH MEADOW LANE .........SOUTH WINDSOR,CT 06074 4 ROSSETTI NICOLE _ _.. __...__... .__._., i .' 52 FITCH MEADOW LANE .. ...... BRENNAN DONNA L ..SOUTH WINDSOR,CT 06074 __..... __� 55 FITCH MEADOW ROAD SOUTH WINDSOR,CT 0 74 �' _..._.,_..__., lE S REDDO DONALD 56 FITCH MEADOW LANE ` E ' —OUTH WINDSOR CT 06074 ' .. CATALDI NANCY SANDRA �s L .. E r Owl # 59 FITCH MEADOW LANE kl , H SOUTH WINDSOR,CT 06074 HUNTER JARRETT __... 60 FITCH MEADOW LANE I CT 06074 OUTH WINDSOR, __ Total NumberSender Rotal Number eceived at Post Pieces Postmaster.Per(Names _S@2 Privacy Act Statement On _..___.._.�_ _ Listed by Se st Office yReverse 1 MY PS Form 3877,February 2002(Page 9 of 2) Complete b T ewriter,ink,or all Point qn ' f 3 and Address of Sender Check type of mail or service: Affix Stamp Here (if issued as a Certified Recorded Delivery(International) certificate of mailing, GOD Registered or for additional Delivery Confirmation Return Receipt for Merchandise copies of this bill) \\ 7 Express Mail Signature Confirmation 'Postmark and ._„.._. ,_,. Insured Date Of Recent Article Number Addressee(Nacre,Street city,State,&ZIPeode) Postage Fee Handling Actual Value Insured !Due Sender DC SC SH RD RR i _ _...__...__-- .._._ GIL EDUARDO S&SANDRA P ' _..........._._. _ _. _...._ . ..1.._Ch...... ........ . . _ __-. Charge if Registered Value if COD Fee Fee Fee Fee : Fee —� 62 FITCH MEADOW LANE .... . .. ...... ..... SOUTH WINDSOR.CT 06074 I SRINIVASACHARI VI1AY --- -- l 64 FITCH MEADOW LANE p STAaE ._ ._. _._. _ .. c•,r try WINDSOR,CT 06074 u t 1�r�50R. T __ VEERAPANENI KRISHNA CH AITANYA souN'N 22 MAR is � 65 FITCH MEADOW LANE _. MOUNT SOUTH WINDSOR,CT 06074 � � ` t3KrTZ JAMES A&LISA M R2305N129?56 1018 o 000 66 FITCH MEADOW LANE SOUTH WINDSOR,CT 06074 ._... _ GIANSIRACUSA PAUL S JR&ROSALIE J i M 68 FITCH MEADOW LANE N .......... —SOUTH WINDSOR,CT 06074 f i _ --- --- PICHAY DUANE D&JOCELYN R 69 FITCH MEADOW LANE �� ! 1 l 7 SOUTH WINDSOR,CT06071t# uKAKiOTES GARNET&CLOUGH LINDA t ` 4 _ — 1126 CORRINA ROAD WAKE FOREST.NC 27587-0000 .y - Number of Pieces . Total Number of Pieces �Postmaster,Per(Name of receiving employee) L tad by Sender Received at Post Office t See Privacy Act Statement on Reverse u Form 3877,February 2002(Page 9 of 2) Complete Typewriter,Ink,or Ball Point Pen .tOy�N $f4 1 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 •co�'`� TELEPHONE(860) 644-2511 CE'RTIFIDE#70160910000098610837 April 23, 2018 Monroe Tractor c/o Design Professionals Inc 21 Jeffrey Drive South Windsor, Ct 06074 RE: Appl. #18-15P—6, 14, 24 Sandra Drive Dear Mr. LaBonte: On April 18, 2018, the inland Wetlands Agency/Conservation Commission approved Appl.#18-1-5P— Monroe Tractor Site Plan—6, 14, 24 Sandra Drive—Conservation Commission application for approval of an industrial equipment storage yard, stormwater management systems and associated improvements on property located west Sandra Drive. Industrial(1)Zone., with 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 April 18, 2023. It is the landowners)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. A bond shall be collected in the amount of $5,000 for installation and maintenance of erosion and sediment controls on the site; and a bond in the amount of$3,000 for installation of the stormwater system. 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 ora Barbara Kelly, Chairperson cc: Director of Planning Chief Building Official Town Engineer Planning and Zoning Commission Town of South Windsor Re: Monroe Tractor 6, 14&24 Sandra Drive Application#18-15P Members of the Commission, As a resident of the Town,and being familiar with the applicant's proposal, I write today in support of the requested Special Exception and Site Plana of Development.This use is consistent with the zoning district,the neighborhood,and the surrounding uses.Approving this application would allow for a needed use and additional tax revenue for the Town. Sincerely, —)7( /) 14�4� Signa ure Printed Name and/or Business nlo Address LI Date i Planning and Zoning Commission Town of South Windsor Re: Monroe Tractor 6,14&24 Sandra Drive Application#18-15P Members ofthe Commission, As a residentof the Town,and being familiar with the applicant's proposal, I write today in support of the requested Special Exception and Site Plan of Development.This use is consistent with the zoning district,the neighborhood,and the surrounding asses.Approving this application would allow for a needed use and additional tax revenue for the Town. Sincerer, i Signature Printed Name and/or Business Address Date Planning and Zoning Commission Town of South Windsor Re: Monroe Tractor 6, 14&24 Sandra Drive Application#18-15P Members of the Commission, As a resident of the Town,and being familiar with the applicant's proposal, I write today in support of the requested Special Exception and Site Plan of Development.This use is consistent with the zoning district,the neighborhood,a:.nd the surrounding uses.Approving this application would allow for a needed use and additional tax revenue for the Town. Sincerely, Sig laturZ � Avi;r Printed Name and/or Business 7 3 "•� �� l) U �/ t (A�` r'` sic Address Date Planning and Zoning Commission Town of South Windsor Re: Monroe Tractor 6, 14&24 Sandra Drive Application ication#18-15P Members of the Commission, As a resident of the Town,and being familiar with the applicant's proposal, I write today in support of the requested Special Exception and Site Plan of Development.This use is consistent with the zoning district,the rielghborhood,and the surrounding uses.Approving this application would allow for a needed use and additional tax revenue for the Town. Sincere[-y. Signature Printed Name and/or Business Ik t-- ZV-ELL Address `-I'- 2q Date Planning and Zoning Commission Town of South Windsor Re: Monroe Tractor 6, 14&24 Sandra Drive Application##18-ISP Members of the Commission, As a neighbor off subject site,and being familiar with the applicant's proposal, I write today in support of the requested Special Exception and Site Plan of Development.This use is consistent with the zoning district,the neighborhood, and the surrounding uses.Approving this application would allow for a needed use and additional tax revenue for the Town. Sincerely, Signature Printed Name and/or Business Address Date Planning and Zoning Commission Town of South Windsor Re: Monroe Tractor 6, 14&24 Sandra Drive Application#18-15P Members of the Cornm.lss9Ro ,., As a neighbor of the subject site,and being familiar with the applicant's proposal,I write today in support of the requested Special!Exception and Site plan of Development.This use is consistent with the zoning district,the:neig.hbwb md,and the surrounding uses.Approving this application would allow for a needed use and addifiorail tax revenue for the Town. Sincerely, Signature Printed Name and/or Business Address Date Planning and Zoning Commission Town of South Windsor Re: Monroe Tractor 6,14&24 Sandra Drive Application#18-1:5P Members:of the Gorr mfssiora, Al e,f2 3Y •-L-1 yn As a neighborof the subject site,and being familiar with the applicant's proposal,I write today in support ofthe mquested Special Exception and Site Plan of Development.This use is consistent with the zoning distnM-the neighborhood,and the surrounding uses.Approving this application would allow for a needed arse and additional tax revenue for the Town. Sincere4y, Signature ge- l n Printed Name and/or Business Address Date lir May 8, 2018 `5 South Windsor Planning and Zoning Committee Town of South Windsor 1540 Sullivan Ave South Windsor, CT 06074 Dear Planning Zone Board Members(PZB), The abutting property owners and concerned neighbors of Old Parish Drive and Oxbow Lane present to the PZB board this signed letter opposing the Monroe Tractor application#18-15P and would like to review with the PZB further details pertaining to the application. We request that PZB deny the application outright due to the adverse impacts to our neighborhood, our welfare,the change in quality of our living conditions,the anticipated adverse effects of our property values and our lack of our confidence in ability to have any violation of any variances granted, enforced, especially as it relates to noise pollution. Reference Hartford courant article 1997 SW Town Council Meeting; Council Passes Noise Ordinance; Barbara Road concerns with the Cupid Diaper Company; http://articles.courant.com/1997-12-16/news/9712160464. We feel that the PZB has this right as set forth in its Article 8—Zone Change,Special Exception&Site Plan Standards&Procedures-Section 8.4 Special Exception Standards and Procedures-Sub-section 8 Review Criteria (14 review criteria). Of the 14 Sub-Section B Review Criteria we present compelling facts that our concerns and information apply to the following criteria items#4,5, 8, 10, 11, 13. If PZB does not deny the application outright,the abutting property owners and neighbors have proposed plan modifications that we request the PZB to consider and adopt in total or with modifications before closing the public hearing on this application and proceeding with any applicant approval. The abutting property owners and concerned neighbors have grave concerns regarding the adverse effects to our neighborhood,our welfare and the change in quality of our living conditions. We look to the PZB to hear and act upon our concerns as residents of South Windsor. Sincerely, (See back for signature page) Signature Page: 2 Ce Patri k and Zane Colabrese Adam and Angela 6rive (n a V(, Old Parish Drive 27 Oxbow La Gary Lee thaniel Mays 18 OI arish Drive 30 Oxbow Lane a r Stariley and Lisa Grivers Pete and L ila Haswe 32 Old Parish Drive 43 OOOxbow Lane Earl and Janet Moores Steve and Patricia Rbback �- 40 Old Paris Drive 44 Oxbow Lane Brian and Kristina Beckwith ;ario and Juliana Costa 53 Old P rish Drive 55 Oxbow Lane Jo ender Alan and Heather Venitosh 1668 ain Street 6 Old Parish Drive Old Parish Dr. & Oxbow Lane Neighborhood Detailed Concerns Regarding Monroe Tractor Application # 18-15P Presentation Package Material May 8, 2018 Page 1 of 6 Monroe Tractor application identifies properties to be developed that are zoned industrial; however there are differences regarding these properties that do not exist in most of the other industrial properties in town or in the Charbonneau industrial complex. These differences allow the PZ to make extraordinary decisions; preferably denial of this application or acceptance of this application after additional extraordinary application conditions are added that address our identified concerns. The differences I refer to regarding this application are: 1. that this application abuts residential housing and neighborhoods 2. the Type of business that Monroe Tractor will operate at this location will cause considerable: o NOISE POLLUTION o VISUAL BLIGHT o LIGHT POLLUTION ALL of which impacting our residential life and well-being and financial future due to adverse impacts to our property values. Monroe Tractor Business Operation Concerns We have the following grave concerns regarding the business operations that Monroe Tractor has shared in its application, what we have learned from Monroe's websites, and what has been observed at another Monroe Tractor location. Huge Equipment 1. Monroe Tractor sells and services new and used agricultural and construction equipment, machinery,vehicles, and parts. Primarily to serve the construction industry with construction equipment that can include loaders, crawler dozers, excavators,compaction equipment, road building equipment, and aggregate equipment. Agricultural equipment could include tractors, harvesters, planting equipment,tillage equipment, and hay equipment. 2. We are not talking about skid loaders and small consumer rental equipment, this is heavy duty large equipment. See Picture 1, Picture 2, and Picture 3 in the Picture Appendix for a sample of the equipment located at Monroe Tractor's Worcester location. 3. This is just a cursory list of equipment Monroe Tractor has listed in their Narrative Statement, in the future it could change to include more equipment and larger types of equipment similar to its other Construction equipment locations. Look at their websites at all of the equipment they have to offer. Don't let their narrative fool you, if there is demand, they will get the equipment. There is nothing to stop them,we have no enforcement rules. See Pictures 4.1 thru Pictures 4.10 in the Picture Appendix of a sample of equipment from Monroe Tractor's website. Their website and the following pictures depicts their offering of equipment that they will offer and as their narrative suggests may offer in the future at this South Windsor location. Page 2 of 6 Monroe Tractor website equipment references Construction Equipment • Loaders: http://www.monroetractor.com/find-equipment/?division=ce&cat=loaders • Crawlers: http://www.monroetractor.com/find-auipment/?division=ce&cat=crawler_dozers • Excavators: http://www.monroetractor.com/find-equipment/?division=ce&cat=excavators • Compaction Equipment: http://www.monroetractor.com/find- equipment/?division=ce&cat=compaction equipment • Road Building: http://www.monroetractor.com/find-equipment/?division=ce&cat=road building • Aggregate Equipment: http://www.monroetractor com/find-equipment/?division=ce&cat=aggregate Agricultural Equipment • Tractors: http://www.monroetractor.com/find-equipment/?division=ag&cat=tractors • Harvesters: http://www.monroetractor.com/find-equipment/?division=ag&cat=harvesters • Tillage: http://www.monroetractor com/find-equipment/?division=ag&cat=tillage equipment • Application: http://www.monroetractor com/find-equipment/?division=ag&cat=application Noise Pollution will be unbearable, don't believe their narrative,they want this location and will downplay our noise concerns. o Equipment will be started and turned over for routine maintenance o Equipment will have to be moved and loaded o Equipment will be maintained in the yard—change a belt, change the oil, change and drain the hydraulics,fix a flat, change a tire—you know basic maintenance stuff that will make noise esp.the repairs that require large air compressor tools and these tools make lots of noise. o There will be normal business operations generating noise o We personally visited their Worcester location for 50 minutes on two occasions. We observed deliveries and much yard activity- moving equipment & materials, and maintenance-that was generating noise. Noise that will be impactful to our homes. PZ must account for-0411 See Picture 5 in the Picture Appendix of an example of current yard maintenance being done o Customers will require large heavy duty trucks to haul rental equipment ■ Today idling trucks in the industrial park, which are much further away than this location, cause noise pollution impacting our family life. And with this application this noise will be in our back yard. Types of noise o The human ear, like all creatures, are attune to pick up unnatural sounds and cause our senses to react to this type of noise, even if the noise is not excessively loud or glaring. How many of us today pick up on a sound such as a branch lightly scratching at a screen or a low guttural, base sound, both of which are not glaringly high decibels, but they are out of the ordinary. We notice them and wonder where the noise is coming from. It is distracting. o I can assure you that the mechanical sounds that will be emanating from Monroe will be very distracting and impacting our daily lives. o ESPECIALY OSHA required BACKUP ALARM...this type of noise is piercing and designed to be heard even when wearing hearing protection. As neighbors to the industrial area, with today's current operations in the industrial park, this backup alarm noise is unbearable and this noise is emanating much further distance including the 75 ft. buffer. With this application this noise will maddening loud and pervasive. Page 3 of 6 o After all how many of us will have construction equipment operating and the large trucks to haul them away so close to their home. How would you like to have this noise in your backyard? The origination point of noise o Additionally the noise produced from much of the construction equipment will emanate from a very high point off the ground. This is very important as noise abatement mitigation plans will be difficult to abate noise that is generated at these heights. The noise will travel unattested. Property Characteristics and Concerns On the surface one may assume that the current 75 ft. buffer and that the lots involved are wooded would provide adequate buffering for the abutting neighbors and community. However on closer inspection it is clear that the wooded 75 ft. buffer zone is anything but adequate for this type of business operation for the following reasons. 75 ft. Buffer is Inadequate • What is really 75 ft. when it comes to large noisy brightly colored equipment? 0 75 ft. is less than the distance from home plate to first base 0 75 ft. is only 3 times larger than is room we are in 0 75 ft. is really nothing when it comes to buffering our neighborhood and abutting properties from this type of business o The 75 ft. buffer zone is comprised of mature trees with a high canopy, providing no noise abatement, limited visual blight abatement, and limited light pollution abatement ( See Pictures 6.1 thru*-.4-in the Picture Appendix that show how mature and sparse the buffer area is providing very limited visual blight abatement or sound abatement See Picture 7.1 thru 7.4 in the Picture Appendix that depict sight lines to and from the Monroe Tractor site from the Moore's and Grivers' Properties. These pictures depict how open the sight lines and how inadequate the natural buffer zone is in preventing NOISE POLLUTION,VISUAL BLIGHT, and LIGHT POLLUTION. Visual Blight and Light Pollution will Exist Equipment Colors and Size o Please notice the color and size once again of the equipment that will be stored, rented and serviced by Monroe tractor See Pictures 4.1 thru 4.10 in the Picture Appendix to see examples of the brightly colored equipment o This equipment is not painted in camouflage colors, much of this equipment is brightly colored—it is highly visible o This equipment will be VERY visible from the abutter's backyards and neighborhood properties. This equipment will be seen from our decks, our sunrooms, our bedrooms, etc. o As mentioned earlier the current buffer zone is too mature and will not offer adequate visual blight abatement o You try selling your house with a parking lot full of this hulking brightly colored equipment Equipment Storage and Unsightly Yards Page 4 of 6 o Many have heard that actions speak louder than words...Our research of other Monroe Tractors locations have shown that many Monroe properties use the rear of their properties to store equipment, looking old and worn and haphazardly stored, some equipment apparently broken down and used for parts, emulating the looks of junk yard. See Pictures 8.1 thru 8.4 in the Picture Appendix to see examples of storage yards that will be a visual blight o Despite what Monroe will tell us, how this won't happen here in SW at this site,their actions across their current sites speak volumes and it will happen here. o As abutting neighbors who wants to see an equipment graveyard or heap from their property. Light Pollution Will Exist o The Monroe plan indicates that three 25' poles with lights are to be installed along the western edge of the equipment yard with shielding for the benefit of the residential abutters. o However, let's not negate that light pollution will still exist due to the inadequate tree density of the buffer zone o Yes the light will not shine directly into our property, but the abutters will now see a glowing equipment yard full of brightly colored huge ugly equipment and not to forget the graveyard. How romantic for an evening on your backyard deck or by the fire pit. Plan Proposal for a line of Arborvitae Plantings The Monroe proposal outlines the planing of 4-5 foot arborvitaes along the west edge of the property at the 75foot buffer zone. We feel that this part of the plan is not sufficient for the following reasons: • The arborvitaes will not adequately abate noise that originates low to the ground or originates at a higher level • The arborvitaes will have poor chance of survival due to the lack of sunlight due to the mature canopy of trees • The arborvitaes will not grow high enough and quick enough to provide visual blight abatement Historical intent of the Charbonneau Industrial Property • I ask that the PZ Board also consider the historical intent of the property size for 14, 24 and 40 Sandra Drive • These lots were smaller in nature and were intended to support smaller front facing business such as located on 40 Sandra Drive or can be found at 701 Nutmeg Rd. This style of business has not impact on the western abutters • The 75 ft. buffer requirement is another indication that the properties of 14, 24,.apeI 40 Sandra Drive must be used for business with minimal impact to the abutters and the residential neighborhoods. • Mr. Charbonneau and Mr.Joe Bouffard,the developer of the Old Parish and Oxbow neighborhoods, made the deal long ago and knew that this had to be considered or else both would be having ongoing PZ arguments for a long time. • These properties were never intended for a business such as Monroe Tractor and its type of operation. Page 5 of 6 Other Monroe Tractor Locations Monroe may claim that they have never had complaints from their other sites • This probably is true and for good reason.... o all other Monroe locations do not have this close proximity to abutting residential neighborhoods o All but one locationts in industrial or farmland country with NO residential o Once location, Worcester,does have a neighborhood nearby, but the neighborhood location is over 450 feet away separated by heavy dense vegetation and separated by a large hill, acting as a natural earthen berm to abate noise pollution See Picture 9.1 thru 9.2 in the Picture Appendix that depict to Monroe Worcester sight and how its characteristics allow it to be in close proximity to a neighborhood. These characteristics do not exist at this SW location. Page 6 of 6 PICTURE APPENDIX Picture 1 : Example of equipment stored at Worcester Monroe Tractor Location to r i 4 i F � 1 t • 1 1 1 1 1 . 1 1 1 1 � � j } . i K=' - s 7 _ ,,o � s.. \ 4 +w IlH Picture 4.1—Sample of Construction Loader Equipment as listed on Monroe website. 8 Case Wheel Loaders - ti Loaders LoaderCase Ba Loaders 1� v t k � •4 d k1 ( - TM Case Wheel Loaders - Loaders Case I Skid Steers - Loaders Picture 4.2—Sample of Construction Crawler Dozer Equipment as listed on Monroe web- site. Y syFT � 1 Case Crawler Dozers Case Crawler Dozers s eh � . s. Komatsu Crawler Dozers Case Crawler Dozers Picture 4.3—Sample of Construction Excavator Equipment as listed on Monroe web- site. FT f Case Crawler a r f� Case Crawler- Excavators Case , i Picture 4.4—Sample of Construction Compaction Equipment as listed on Monroe website. H i 4 Hamm 1 Asphalt - Compaction Equipment Case Dirt - Compaction Equipment 1 1 Case Asphalt - • •. • Hamm Asphalt - Compaction Equipment Picture 4.5—Sample of Construction Road Building Equipmentlisted on • • e Win Vo�ele � Pavers - Read Building Equipr�er�t • _ Road B d g EqUipment 79, \r L�eB� [ Pavers - Road Building Equiprr�entWirtgen .o. Picture 4.6—Sample of Construction Aggregate Equipment as listed on Monroe web- site. 2 q � Kleemann ` Screens - Aggregate EgUipment Kleemann Screens - Aggreg to ErjOpment �J- fi Kleemann 1 Screens - Aggregate Equipment Kleemann Screens - Aggregate Equipment ,+ Y ?00!�g g: 1t mowp �. z i .ira 4 .R(s Mahfndra less than 50 HP- --actors c J a p .r } y'! L CLAAS Forage-Harvesters :a f � XJ �-.< - `�i'w.•. � .��.. Sw t.♦ .`�" 'ate ��' .a,`. 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Y j y >'� r ✓ . 1i i'. s 'rfr] is ��•�' } •J' q "l r� ��Y k 3•�'�. � �' `E'i_. ! � a � (� ^ _ I Jl T. .g"y` j% r `���! �° st.; fj� t �,�� �! ; ,yt• f• �>` � ,fir ` ' � w `I ,.gig `ra ' ;i ' r.t,+•, :,„ i� � � .A ,, Li •. ,.. i, .. TIP � p •�-`�JL - Jj �. � tea..F_J� -.... .•__ - u IV �' § 1 j.. N`! } � t �}�;cy/F � 1� h Y , 5 f .r roV• �T' S r ,gam a , °F \ ,[ v. ,_ y '644 � pill liv Mimi s � F p. k+ 7 't _ r Picture 8.1: Monroe Tractor—Woburn location Google Maps picture. NOTE strewn equip- ment and unsightly mess _ 195 New Boston St,Woburn,AAA i S.'fE NEARBY SEND ^tii'! SHARE n R43G7:E Q� Add s misshig place s n N. .' Picture 8.2: Monroe Tractor—Wocester location Google Maps picture. NOTE strewn equip- ment and unsightly mess in back storage area .� ' � ice', • N AA L fI r. J y ` � d r14 " .y irk •RYA ,�� � 4�. y Picture 8.3® Monroe Tractor—Wocester location picture. Storage Yard ,SM,o ✓t;*k„�t A• ��t� Yrp �:la� - ,gym. . x yN, 2 +t s .. — .. n. .a3•Ff - �- , �r - � u r -dwi : AIIIKI ,. r�'x..-. MIS ��• :•,; -lot y� .x Picture 8.5: Monroe Tractor—Woburn MA location Google Street Maps picture. NOTE tis type of large equipment® No matter where it is stored on the property, it will be an unsightly. •}Y ti4 4�w '.3 y 4 r i i Y k n Y` x F ..- Picture 9.1: Monroe Tractor—Worcester location Google Maps picture. "17 b f 4. w� {r i. Picture 9.2: Monroe Tractor—Worcester location. Note back storage lot and hill abutting neighborhood. This buffering area is very wide (over 450 ft.) and acts as a natural berm to block noise f 5 77U G t �1 Y w; 1 , •',, ,; .,tom 4 a ; 'h -I Old Parish Dr. & Oxbow Lane Neighborhood Proposed Plan Modifications Regarding Monroe Tractor Application #18-15P: May 8, 2018 The following table lists our proposed plan modifications to the Monroe Tractor Application #18-15P. We feel that our detail concerns presented have provided enough details and reasoning that the Planning and Zoning Board can adopt these plan modifications as is or with minor modifications ensuring our welfare and concerns are addressed. Modification Applicant's Proposal Proposed Change 1a Row of arborvitaes Four foot Earthen Berm and Eight foot fence atop of berm 1b Row of arborvitaes Eight Foot high natural color wooden stockade fence 2 Elevated Loading Dock Relocation of Elevated Loading Dock 3 Hours of Operation Revised Hours of Operation Modifications 1a& 1b: In regards to the current application listing the planting a row of arborvitaes, in replace of the proposed row of arborvitaes, we submit two possible solutions for adoption—option 1a and 1b in the table above and with details listed below. Our preference is option 1a, as it will provide the most sound and visual blight abatement. 1a. Earthen Berm &Fence Issue: The applicant is proposing to abut a residential neighborhood and has proposed arborvitaes. The proposed hedge line faces east and the proposed planting row would be under a mature canopy tree line that would not allow sufficient sun light to allow for growth. Arborvitaes would be stunted and would end up dying and not provide a solution. Solution: In place of the row of arborvitae along the 75' buffer landscape buffer line, construct a four-foot- high earthen berm with an eight-foot-high wooden stockade fence on top of the berm to be installed along the 75' buffer landscape buffer line for both the 24 and 14 Sandra Dr. properties. The transition into 6 Sandra Dr. would not require the earthen berm only the eight foot high wooden stockade fence. The fence is recommended to be made of wood, which will have improved noise abatement properties over plastic. The type or style should be a privacy style fence that has no gaps between the fence panel material, posts, and rails. It should be solid vs. a rail fence. The combined height of 4' berm and 8'fence of 12 feet will provide improved visual and noise abatement to address the applicant's equipment that is up to 12 feet in height. IF j Page 1 of 6 t 2. Loading Dock Relocate the loading dock to the southeast front corner of the proposed site. Issue: Having an elevated loading dock at the proposed location will allow the noise to carry further into the neighborhood. Solution: Moving the loading dock a further distance from the buffer zone and neighbor's property lines will reduce the noise impact of backup alarms and equipment engine noise. Also, place an additional eight foot stockade fence running south to north behind the loading dock to help reduce noise impact. The fence is recommended to be made of wood, which will have improved noise abatement properties over plastic. The type or style should be a privacy style fence that has no gaps between the fence panel material, posts, and rails. It should be solid vs. a rail fence. 3. Hours of operation Issue: Concern with noise during early morning hours Solution: Change to hours of operation to provide some early morning and late day reprieve from noise that is generated through applicant's business operations. Propose changing hours of operation to Monday through Friday 7:30 to 5:00. Equipment deliveries Monday through Friday between 8:00-4:00 No weekend or holiday business operations or deliveries in perpetuity Page 3 of 6 0 np ^1 L m C O U O X W QJ LL • • ziotan�n+�us•0 a sin66L Mobis Location Berm d... s ,i r a t t f � r Page 6 of 6 P.O.BOX 1167 21 JEFFREY DRIVE SOUTH 1MNDSOR,CT 06074 PHONE:860.291.8755 FAX:8onalsi ..corn www.designprofesslonalsinc.com CIVIL & TRAFFIC ENGINEERS / LAND SURVEYORS / PLANNERS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, €Rhode is/and LETTER OF TRANSMITTAL To: Town Planner Michele Lipe Date: 5/16/2018 DPI Project NO. 4020 Town of South Windsor Re: Monroe Tractor Sandra Drive WE ARE SENDING YOU: ❑✓ Attached ❑ Under separate cover via the following items: ❑ Shop Drawings © Prints ❑ Renderings ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ • • COPIES DATE NO. DESCRIPTION 3 5/16/2018 1 Full size rev 1 site plan set 10 5/16/2018 2 Reduced size rev 1 site plan set 13 5/16/18 3 Response Letter THESE ARE TRANSMITTED AS CHECKED BELOW- © For Approval ❑✓ For review and comment ❑ No exceptions taken • ❑ For your use ❑ Forbids due ❑ Make corrections ❑ As requested ❑ Prints returned after loan to us ❑ Make corrections REMARKS: RECEIVED MAY 1 62018 • D SIGNED• CC: %--/ S nne P.Choate,P.E. rr r of P.O. BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR CT 06074 PHONE: 860.291.8755 ■�/�� � FAX: 860.291.8757 ■ www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS I LAND SURVEYORS / PLANNERS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, Rhode Island • May 16, 2018 • Ms. Michele Lipe Director of Planning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 • Re: Monroe Tractor Site Plan/Special Exception Application 18-15P • Dear Ms. Lipe: On behalf of our clients, Monroe Tractor, we have submitted revised plans based on feedback we received from the Planning& Zoning Commission and the neighboring property owners at the last hearing. In summary,the changes to the plans are as follows: • • The row of arborvitae has been replaced with an 8 foot high natural wood color stockade fence that will be placed just inside the 75 foot buffer line. This fence will be similar to the photo included in the neighbor packet submitted at the last hearing; • The 3-rail fence along Sandra drive has been switched from a vinyl material to natural wood in order to match the stockade fence. A sample photo is located below, although the wire mesh shown in the photo will not be included with this installation; • The above-ground fuel storage tank has been moved to the eastern portion of the property 4 next to the proposed dumpster. Additional service spaces are shown on the opposite side of the service bay doors to accommodate the spaces lost by the fuel tank and dumpster; • The proposed site lighting west of the storage and display yard has been removed. As such,the former sheet C-LT1 has been removed from the set. This will be described in more detail below. On May 14, 2018 at approximately 9:15 p.m., I visited the subject site to take readings of ek�sting light levels at the site. Light levels were measured using a Sper Scientific Light Meter Model 840021. The instrument was calibrated using standards and instruments which are traceable to the a o U.S.National Institute of Standards and Technology in accordance with ISO 10012-1 and MIL- ; STB 45662A. The calibration is valid until 8/23/2018. A total of four readings were taken: • 1.6 footcandles (fc)under the existing site light to the west of the main building entrance; : • 1.3 fc under the existing street light on Sandra Drive near the southeast corner of the • subject site; • 0.2 fc approximately 45 feet from the edge of Sandra Drive in the proposed southern access to the storage and display yard; • 0.2 fc at the edge of the existing woods south of the existing parking lot, or approximately 18 feet south of the edge of the proposed northern asphalt driveway. • There is a total of three street lights on Sandra Drive along the frontage of the subject site, all located on the side of the street of the subject site. At the time the readings were taken, only the southern light, near the southeast corner of the subject site, appeared to be fully functional. The middle light was on, but very dim, and the northern light was completely off. With the area of the storage yard being currently wooded, it is impossible to get accurate readings further away from Sandra Drive. Assuming all the street lights are restored to working order,the expectation is they will cast light further into the storage yard once the site is cleared. As such,the applicant has removed the proposed site lights in this area, as mentioned above. • Please review the attached information and let us know if you have any comments or questions. Sincerely, DESIGN PROFESSIONALS INC.Benjamin P. Wheeler, PLA • Director of Operations & Landscape Architecture p p g .:: PPr����l1$i1111i1E "`�+Wyi'a • Cc: Monroe Tractor G:\jobs\4020\Docs\Applications\2018-05-16 rev 2 per PZC hearing\4020 PZC rev2 response letter.docx MONROETRACTOR keep you worwng 5/18/18 Members of the Commission, Our General Manager Chuck Miller and I had an opportunity to meet with a couple of the neighbors on the evening of May 17th. We gave them some of the history of Monroe Tractor,how the business operates in our various regions, and explained our vision for the South Windsor, Connecticut location. At the public hearing we presented some information on our anticipated stocking levels and inventory mix, we shared with them the data we used to come up with that forecast to help address concerns on what type and mix of equipment we hope to keep onsite. We reviewed their proposed modifications, the changes we were able to make, and the reasons we are unable to make some of the others. They had no questions for us and no feedback on the information we presented. At the Public Hearing there was discussion on some possible restrictions, I'd like to touch on a few of these and their impact. Regarding hours of operation - Our posted business hours are Monday through Friday 7:30am until 5pm with no weekends. Employees usually arrive a few minutes early for their shift. We don't anticipate a lot of activity prior to 7:30 but used lam on the application to be up front with this. This is not a construction site where the equipment will be in operation from open to close. Run times will be sporadic and generally short in duration. The new and used equipment in the yard is a static display. We intend to keep as many of the service machines as possible in the shop or on the eastern portion of the property to minimize travel and run time. We tell all of our vendors our shipping and receiving hours are 8am-4pm. There will be some situations in which we can't avoid working outside of these. A recent example: Last week we participated in a trade show in Wallingford. The show ended at 3pm and we had to remove the equipment from the site that day. With load and travel time would not have arrived back to the South Windsor store prior to 4pm. We do offer 24 hour service. From a repair standpoint after hours work is performed on the road,not at our shop. We will on occasion meet a customer at the shop after hours. The majority of the time this is for parts pickup and would involve two people in passenger vehicles, no truck or machine operation. On very rare occasions we may meet a customer to pick up a machine after hours. Machine pickups are not permitted overnight and when they do occur the machine runs for less than 5 minutes to drive it onto a trailer. We are a customer service driven organization. Our customers work varying shifts and we have an obligation to keep them working. After hours activities at the facilities are very low volume,probably once or twice per month with the majority of those being parts pickups. We expect after hours operations to have no impact on the surrounding properties,the majority of the time they will not even know we are there. While after hour's use of the facility will be very low frequency, low impact, and short duration it is a very important part of our business. Any type of restriction on operating hours would make it very difficult for us to provide the level of service our customers expect. Regarding Inventory There was a brief discussion on capping the amount of equipment which can be stored on site. We would have a very difficult time complying with any type of cap. We order equipment 4-8 months in advance. While we request specific delivery dates in actuality the equipment tends to show at all different times, sometimes far in advance and others very late. We also have to make assumptions on sales quantities and how many machines will be sold prior to the next shipment arriving. We incur costs for every machine and attachment in our inventory. Because of this we watch our inventory very carefully and try to keep it as small as we can while still keeping up with customer demand. Trying to precisely calculate sales and shipments 4-8 months in advance,neither of which we have direct control over would be very difficult. In our four state territory Monroe Tractor has vastly different markets. It is easy to understand the concern when looking at the types of equipment carried at some of our other locations. However, Connecticut is very different than both Massachusetts and New York. For scale, Connecticut represents the smallest territory. As pointed out at the public hearing our Worcester location has pretty heavy traffic on a daily basis. For comparison,the market that store serves had 2,811 machines sold in 2016 (all manufacturers). The market our South Windsor location will serve saw 758 machines sold in the same period(all manufacturers). Our New York stores carry some very large agriculture products. Agriculture is a much bigger industry in upstate New York. While there are a few large farm tractors in Connecticut it is overall a very small market with limited opportunity. While we will sell some agriculture related products from time to time we are not signing Connecticut up as an agriculture dealer through Case. The majority of our tractor sales will be focused on the smaller tractors used by municipalities in roadside mowing type applications. Our New York stores also represent the Wirtgen line of road milling machines and the Kleeman line of crushers and screens. Both of these lines already have a well-established dealer in Connecticut and we do not have the option of bringing those products here. We are excited to bring Monroe Tractor and Case equipment to South Windsor and look forward to developing a strong lasting relationship with the town and community. Thank you for the consideration Craig Robbins Monroe Tractor Google Maps littps://www.google.com/maps/@41.848738,-72.6033477,325m/data=!3ml le3 21 Google Maps .x6�ygn, ;li 9'. ar � y Imagery©2018 Google,Map data©2018 Google 100 ft 1 ° 1 5/22/2018,4:17 PM i u .Ally '-low .v k r_ t. z Buffalo Store .;. r �, Rochester Store+Corporate Offices FF a. EXHIBIT B May 22, 2018 South Windsor Planning and Zoning Committee Town of South Windsor 1540 Sullivan Ave South Windsor, CT 06074 Dear Planning Zone Board Members(PZB), The abutting property owners, concerned neighbors and concerned community members of Old Parish Drive, Oxbow Lane, Fitch Meadow Lane and Main Street present to the PZB board this signed letter opposing the Monroe Tractor application#18-15P and would like to review with the PZB further details pertaining to the application. We request that PZB deny the application outright due to the adverse impacts to our neighborhood, our welfare,the change in quality of our living conditions,the anticipated adverse effects of our property values and our lack of our confidence in ability to have any violation of any variances granted, enforced, especially as it relates to noise pollution. Reference Hartford courant article 1997 SW Town Council Meeting; Council Passes Noise Ordinance; Barbara Road concerns with the Cupid Diaper Company; http://articles.courant.com/1997-12-16/news/9712160464. We feel that the PZB has this right as set forth in its Article 8—Zone Change,Special Exception&Site Plan Standards& Procedures-Section 8.4 Special Exception Standards and Procedures-Sub-section 8 Review Criteria (14 review criteria). Of the 14 Sub-Section B Review Criteria we present compelling facts that our concerns and information apply to the following criteria items#1,4, 5, 8, 9, 10, 11, & 13. If PZB does not deny the application outright,the abutting property owners and neighbors have proposed revised plan modifications that we request the PZB to require and adopt in total before closing the public hearing on this application and proceeding with any applicant approval. The abutting property owners, concerned neighbors and concerned community members have grave concerns regarding the adverse effects to our neighborhood,our community, our welfare and the change in quality of our living conditions. We look to the PZB to hear and act upon our concerns as residents of South Windsor. Sincerely, The abutting property owners, concerned neighbors and concerned community members of Old Parish Drive, Oxbow Lane, Fitch Meadow Lane and Main Street (See attached Letter and Signature pages) 9 Planning and Zoning Commission Town of South Windsor 1540 Sullivan Ave South Windsor,CT 06074 Re: Monroe Tractor Application for Special Exception 6,14,24 Sandra Drive Dear Planning Zoning Board Members, As a neighbor of the subject site I hereby oppose Monroe Tractor'application for a special exception for Equipment sales,service and rentals including farm equipment. The use is not consistent within the Industrial zone,the neighborhood and the surrounding uses. Sincerely, Signature: x�o aA ; Printed Name: Y7� y !�eJis Name of Business: Address: �� z��y- , Date: 12— � i 13 ��K � �- r Signature Page: oo Patri k and Zane Colabrese Adam and Angela&rive Qii zYe Old Parish Drive 27 Oxbow La Gary Lee thaniel Mays 18 OI arish Drive 30 Oxbow Lane Sta ley and Lisa Grivers Pete and Laila Haswe ' 32 Old Parish Drive 43 Oxbow Lane 44� Earl and Janet Moores Steve and Patricia Rbback 40 Old Paris Drive 44 Oxbow Lane Brian and Kristina Beckwith ;a4rio and Juliana Costa 53 Old Parish Drive 55 Oxbow Lane Jo!flenders6K Alan and Heather Venitoshy 1668 ain Street 6 Old Parish Drive Signature Name Printed 6-W c -4N to Q4 Address C4 Me-,,J0 c4-) JOCA Signature Name Printed S7 �vj A 2N- "A e--a- co OAA Address L) Signature z Z- 2`-t7 Name Printed / IT,4 c Address Signature Name Printed Vz Address Signature Name Printed fd ] Address till C�./�(a i _ /l(p�) ®-z C/ L Signature / f Name Printed Address Signature Name Printed� � 2 � /'�(,h .. C (`Yt b v t U `© r 411 Address Signature Name Printed Address Signature Name Printed C- Address Signature Name Printed Address Signature Name Printed CIO I oq (,,o Address C) ko rvq CL 'I Y rlc� 060 Signature Name Printed Address AlIq i 1-7 Signature o ` — Q Name Printed 1r Address Signature e Name Printed l 5 h qt Address " M a am La � LttfA vc al)r, CT 6 C), Signature Name Printe Address ` 14 Signature is v Name Printedfed d G) Address S' Okh O'n J �� G T e��� 17 Signature Name Printed Addresses c T-06 671 Signature Name Printed 9,D Address Sign to Name Printed Address Signature Name Printed Address bwv�- 9 F a oLb7l Signature L /-- _ p Name Printed /j Address -7 et- L'i Signature -&9- Name Printed Address Signature ILA T—r Name Printed Address Signature Name Printed )lid A Address Signature Name Printed / 7 1 ,/ / le, C),s, (6 F/tch do Zv� Address Ob 7 n-7� qooll2qC& co.<-,., ne,.t r o Signature Name Printed (16 Address Signature Name Printed Address Signature Name Printed Address t Signature Name Printed VI te-c" fu Address ot;2 X J2 "4:z4—'of oz Signature UVI III d1l W/ Name Printed L Address LO 6 0//7 Signature Name Printed --v Address. Signature Name Printed Address r 7 'DIAvib Mfwxfo5ft` Signature Name Printed jz�� VC, 1�1, Address Cd-NA Signature Name Printed -7 3 Address Signature Name Printed Address (Y7 Signature Name Printed VIC 1-1-r-l# Address Signature �� F Name Printed �- Address Li�L�t K,� � t✓�9 Signature = Name Printed G� Address Signature r Name Printed U/ � Address n Signature Name Printed Address Signature Page: Signature y Name Printed Address L // ~v d W LA) � d .J+D56 /Z GT O4. 6 Signature Name Printed Address r 0 7el Signature Name Printed Address Signature Name Printed Address Siure� ✓ f Name Printed Address Signature Name Printed Address Signature Name Printed Address Signature Name Printed Address s K 3 � 10%Reduction Net Property Market Valuation Assessment Taxes Paid Reduction 1 27 Oxbow Lane $ 403,143.01 $ 282,200.11 $ 10,746.18 $ 362,828.71 $ 253,980.09 $ 9,671.56 $ 1,074.62 6 Sandra Drive $ 705,282.11 $ 493,697.48 $ 18,800.00 2 30 Oxbow Lane $ 449,571.58 $ 314,700.11 $ 11,983.78 $ 404,614.42 $ 283,230.09 $ 10,785.40 $ 1,198.38 14 Sandra Drive $ 77,393.46 $ 54,175.42 $ 2,063.00 3 43 Oxbow Lane $ 399,571.58 $ 279,700.11 $ 10,650.98 $ 359,614.42 $ 251,730.09 $ 9,585.88 $ 1,065.10 24 Sandra Drive $ 77,393.46 $ 54,175.42 $ 2,063.00 4 44 Oxbow Lane $ 420,143.31 $ 294,100.32 $ 11,199.34 $ 378,128.98 $ 264,690.28 $ 10,079.41 $ 1,119.93 5 55 Oxbow Lane $ 485,571.73 $ 339,900.21 $ 12,943.40 $ 437,014.56 $ 305,910.19 $ 11,649.06 $ 1,294.34 6 2 Old Parish Drive $ 484,248.20 $ 338,973.74 $ 12,908.12 $ 435,823.38 $ 305,076.37 $ 11,617.31 $ 1,290.81 7 5 Old Parish Drive $ 562,857.14 $ 394,000.00 $ 15,003.52 $ 506,571.43 $ 354,600.00 $ 13,503.17 $ 1,500.35 8 6 Old Parish Drive $ 392,000.30 $ 274,400.21 $ 10,449.16 $ 352,800.27 $ 246,960.19 $ 9,404.24 $ 1,044.92 9 Ill Old Parish Drive $ 435,714.29 $ 305,000.00 $ 11,614.40 $ 392,142.86 $ 274,500.00 $ 10,452.96 $ 1,161.44 10 18 Old Parish Drive $ 381,571.88 $ 267,100.32 $ 10,171.18 $ 343,414.69 $ 240,390.28 $ 9,154.06 $ 1,017.12 11 32 Old Parish Drive $ 367,000.30 $ 256,900.21 $ 9,782.76 $ 330,300.27 $ 231,210.19 $ 8,804.48 $ 978.28 12 40 Old Parish Drive $ 366,714.44 $ 256,700.11 $ 9,775.14 $ 330,042.99 $ 231,030.09 $ 8,797.63 $ 977.51 j 13 50 Old Parish Drive $ 497,571.28 $ 348,299.89 $ 13,263.26 $ 447,814.15 $ 313,469.91 $ 11,936.93 $ 1,326.33 14 53 Old Parish Drive $ 538,714.74 $ 377,100.32 $ 14,359.98 $ 484,843.26 $ 339,390.28 $ 12,923.98 $ 1,436.00 15 1668 Main Street $ 577,714.59 $ 404,400.21 $ 15,399.56 $ 519,943.13 $ 363,960.19 $ 13,859.60 $ 1,539.96 16 5 Fitch Meadow Lane $ 211,571.88 $ 148,100.32 $ 5,639.66 $ 190,414.69 $ 133,290.28 $ 5,075.69 $ 563.97 17 7 Fitch Meadow Lane $ 213,999.85 $ 149,799.89 $ 5,704.38 $ 192,599.86 $ 134,819.91 $ 5,133.94 $ 570.44 18 11 Fitch Meadow Lane $ 193,143.01 $ 135,200.11 $ 5,148.42 $ 173,828.71 $ 121,680.09 $ 4,633.58 $ 514.84 19 14 Fitch Meadow Lane $ 186,142.71 $ 130,299.89 $ 4,961.82 $ 167,528.44 $ 117,269.91 $ 4,465.64 $ 496.18 20 15 Fitch Meadow Lane $ 206,142.71 $ 144,299.89 $ 5,494.94 $ 185,528.44 $ 129,869.91 $ 4,945.45 $ 549.49 21 20 Fitch Meadow Lane $ 202,000.30 $ 141,400.21 $ 5,384.52 $ 181,800.27 $ 127,260.19 $ 4,846.07 $ 538.45 22 21 Fitch Meadow Lane $ 195,143.31 $ 136,600.32 $ 5,201.74 $ 175,628.98 $ 122,940.28 $ 4,681.57 $ 520.17 23 22 Fitch Meadow Lane $ 171,571.88 $ 120,100.32 $ 4,573.42 $ 154,414.69 $ 108,090.28 $ 4,116.08 $ 457.34 24 24 Fitch Meadow Lane $ 198,571.43 $ 139,000.00 $ 5,293.12 $ 178,714.29 $ 125,100.00 $ 4,763.81 $ 529.31 25 26 Fitch Meadow Lane $ 203,571.43 $ 142,500.00 $ 5,426.40 $ 183,214.29 $ 128,250.00 $ 4,883.76 $ 542.64 26 27 Fitch Meadow Lane $ 191,571.88 $ 134,100.32 $ 5,106.54 $ 172,414.69 $ 120,690.28 $ 4,595.89 $ 510.65 27 28 Fitch Meadow Lane $ 200,714.29 $ 140,500.00 $ 5,350.24 $ 180,642.86 $ 126,450.00 $ 4,815.22 $ 535.02 28 32 Fitch Meadow Lane $ 168,428.87 $ 117,900.21 $ 4,489.64 $ 151,585.98 $ 106,110.19 $ 4,040.68 $ 448.96 29 35 Fitch Meadow Lane $ 210,571.73 $ 147,400.21 $ 5,613.00 $ 189,514.56 $ 132,660.19 $ 5,051.70 $ 561.30 30 36 Fitch Meadow Lane $ 201,286.01 $ 140,900.21 $ 5,365.48 $ 181,157.41 $ 126,810.19 $ 4,828.93 $ 536.55 31 38 Fitch Meadow Lane $ 201,856.99 $ 141,299.89 $ 5,380.70 $ 181,671.29 $ 127,169.91 $ 4,842.63 $ 538.07 32 40 Fitch Meadow Lane $ 254,285.71 $ 178,000.00 $ 6,778.24 $ 228,857.14 $ 160,200.00 $ 6,100.42 $ 677.82 33 44 Fitch Meadow Lane $ 200,857.59 $ 140,600.32 $ 5,354.06 $ 180,771.83 $ 126,540.28 $ 4,818.65 $ 535.41 34 45 Fitch Meadow Lane $ 196,856.99 $ 137,799.89 $ 5,247.42 $ 177,171.29 $ 124,019.91 $ 4,722.68 $ 524.74 35 48 Fitch Meadow Lane $ 194,143.16 $ 135,900.21 $ 5,175.08 $ 174,728.84 $ 122,310.19 $ 4,657.57 $ 517.51 36 49 Fitch Meadow Lane $ 156,000.90 $ 109,200.63 $ 4,158.36 $ 140,400.81 $ 98,280.57 $ 3,742.52 $ 415.84 37 52 Fitch Meadow Lane $ 212,432.47 $ 148,702.73 $ 5,662.60 $ 191,189.23 $ 133,832.46 $ 5,096.34 $ 566.26 38 55 Fitch Meadow Lane $ 212,571.28 $ 148,799.89 $ 5,666.30 $ 191,314.15 $ 133,919.91 $ 5,099.67 $ 566.63 39 56 Fitch Meadow Lane $ 205,571.73 $ 143,900.21 $ 5,479.72 $ 185,014.56 $ 129,510.19 $ 4,931.75 $ 547.97 40 59 Fitch Meadow Lane $ 194,143.16 $ 135,900.21 $ 5,175.08 $ 174,728.84 $ 122,310.19 $ 4,657.57 $ 517.51 41 60 Fitch Meadow Lane $ 197,428.72 $ 138,200.11 $ 5,262.66 $ 177,685.85 $ 124,380.09 $ 4,736.39 $ 526.27 42 62 Fitch Meadow Lane $ 199,571.58 $ 139,700.11 $ 5,319.78 $ 179,614.42 $ 125,730.09 $ 4,787.80 $ 531.98 43 64 Fitch Meadow Lane $ 194,143.16 $ 135,900.21 $ 5,175.08 $ 174,728.84 $ 122,310.19 $ 4,657.57 $ 517.51 44 65 Fitch Meadow Lane $ 205,571.73 $ 143,900.21 $ 5,479.72 $ 185,014.56 $ 129,510.19 $ 4,931.75 $ 547.97 45 66 Fitch Meadow Lane $ 212,714.59 $ 148,900.21 $ 5,670.12 $ 191,443.13 $ 134,010.19 $ 5,103.11 $ 567.01 46 68 Fitch Meadow Lane $ 209,857.44 $ 146,900.21 $ 5,593.96 $ 188,871.70 $ 132,210.19 $ 5,034.56 $ 559.40 47 69 Fitch Meadow Lane $ 202,571.28 $ 141,799.89 $ 5,399.74 $ 182,314.15 $ 127,619.91 $ 4,859.77 $ 539.97 48 70 Fitch Meadow Lane $ 86,057.17 $ 60,240.02 $ 2,293.94 $ 77,451.46 $ 54,216.02 $ 2,064.55 $ 229.39 $860,069.03 $602,048.32 i e Old Parish Dr. & Oxbow Lane Neighborhood Revised Proposed Plan Modifications Regarding Monroe Tractor Application #18-15P May 22, 2018 The following table lists our revised plan modifications to the Monroe Tractor Application#18-15P. This revision replaces the document titled Proposed Plan Modifications that was presented on May 8, 2018. We feel that our detail concerns presented have provided enough details and reasoning that the Planning and Zoning Board can adopt these plan modifications ensuring the welfare and concerns of our neighborhood and community are addressed. Table summary of Plan Modifications. Details or each table item listed below. Modification Applicant's Proposal Proposed Change 1a Row of arborvitaes Four foot Earthen Berm and Eight foot fence atop of berm 1b Row of arborvitaes Twelve foot high natural color wooden stockade fence 2 Hours of Operation Revised Hours of Operation 3 Outdoor Site Lighting Outdoor Site Lighting Removal or Limited Hours of Operation 4 Visual blight Equipment Yard 5 Noise pollution Equipment yard and garage maintenance 6 Noise pollution Equipment demonstrations 7 Visual blight Equipment Overstocking&Storage 8 Visual blight Equipment height restriction 9 Agricultural Equipment Removal of Agricultural equipment from application 10 Property Maintenance Landscaping and Buffer area maintenance 11 Buffer Area Maintenance Prior notice for tree removal and trimming in buffer area Modifications 1a&1b: In regards to the current application listing the planting a row of arborvitaes, in replace of the proposed row of arborvitaes, we submit two possible solutions for adoption—option 1a and 1b in the table above and with details listed below. Our preference is option 1a, as it will provide the most sound and visual blight abatement. 1a. Earthen Berm &Fence Issue: The applicant is proposing to abut a residential neighborhood and has proposed arborvitaes. The proposed hedge line faces east and the proposed planting row would be under a mature canopy tree line that would not allow sufficient sun light to allow for growth. Arborvitaes would be stunted and would end up dying and not provide a solution. Solution: In place of the row of arborvitae along the 75' buffer landscape buffer line, construct a four-foot (4) high earthen berm with an eight-(8) foot-high wooden stockade fence on top of the berm to be installed along the 75' buffer landscape buffer line, running from south to north,for both the 14 and 24 Sandra Dr. properties. The Page 1 of 10 transition into 6 Sandra Dr. would not require the earthen berm only a twelve (12) foot high wooden stockade fence. The fence is recommended to be made of a sound preventive material such as wood of appropriate thickness, which will have improved noise abatement properties over plastic. The type or style should be a privacy style fence that has no gaps between the fence panel material, posts, and rails. It should be solid vs. a rail fence. Installed with the aesthetic side facing toward Old Parish Drive (west). Height: ( , The combined height of 12 feet(4 ft. berm and 8 ft.fence)feet ? will provide improved visual and noise abatement to address the applicant's equipment that is up to 12 feet in height and to address the high origination point of sound from larger equipment. Berms: The town has set precedent with earthen berms at various industrial sites throughout the town of South Windsor. These Example only berms reside on the property owner's sites. Listed below are some examples with pictures in the later pages of this document. 0 40 Sandra Drive location • Fedex Industrial location, Sullivan Ave • Aldi Industrial location, Rye Street • Mobis warehouse,Sullivan Ave Material for 4 foot Earthen Berm: The elevation gain from the street curb height to the western edge of the equipment yard will provide the material necessary for the creation of earthen berm. Concerns about drainage can be accounted for with a curtain drain to ensure runoff is properly routed. 1b. 12 Foot Fence Issue: The applicant is proposing to abut a residential neighborhood and has proposed a row of arborvitaes along the 75' buffer landscape buffer line. The proposed hedge line faces east and the proposed planting row would be under a mature canopy tree line that would not allow sufficient sun light to allow for growth. Arborvitaes would be stunted and would end up dying and not provide a solution. Solution: In place of the row of arborvitae along the 75' buffer landscape buffer line, construct a twelve (12)foot high wooden stockade fence to be installed along the 75' buffer landscape buffer line for all three properties (6, 14, and 24 Sandra Dr.). The fence is recommended to be made of a sound preventive material such as wood of appropriate thickness, which will have improved noise abatement properties over plastic. The type or style should be a privacy style fence that has no gaps between the fence panel material, posts, and rails. It should be solid vs. a rail fence. Height: The combined height of 12 feet will provide improved visual and noise abatement to address the applicant's equipment that is up to 12 feet in height and to address the high origination point of sound from larger equipment. Page 2 of 10 Y Option 1a &Option 1b: Fence Characteristics and Maintenance: A wooden stockade fence that is solid and has no openings between its panel materials, rails and posts. The fence is recommended to be made of a sound preventive material such as wood of appropriate thickness, which will have improved noise abatement properties over plastic. These characteristics will help reduce: • Visual impact • Will reduce some noise Color: Request the fence to be of a natural color to be less noticeable Maintenance: To be maintained in perpetuity 2. Days and Hours of operation Issue: Concern with noise during early morning hours or late evening/night Solution: Change to hours of operation to provide some early morning and late day reprieve from noise that is generated through applicant's business operations. Propose changing the following: • Hours of operation to Monday through Friday 7:30 to 5:00. • Equipment deliveries to Monday through Friday between 8:00-4:00 • No weekend or holiday business operations or deliveries 3. Outdoor Site Lighting Removal or Limited Hours of Operation of Site Lighting Issue: Concern with light pollution Solution: Removal of Site lights west of the storage and display yard Or Limited Hours: If the removal of the site lights cannot be accomplished or accepted; place the outdoor site lights on a timer to operate Monday thru Friday one hour prior and one hour post business operating hours. Page 3 of 10 t ' 4. Neat and Organized Equipment Yard Issue: Concern with visual blight due to an unorganized, "junkyard like "appearance of the equipment yard. Recall pictures of current Monroe locations. �L-vC ei c rwZE--S L{ 7-ItRU 12- Solution: Maintain a neat and organized equipment yard S. Equipment Yard and Garage Bay Maintenance Activities producing Noise pollution Issue: Concern with noise generated from maintenance activities performed in the equipment yard and in garage bays. Solution: All work that can be done in the garage facility will be performed in the garage facility with bay doors closed to reduce the generation of noise. 6. Restrict Equipment Demonstrations to Eliminate Noise pollution Issue: Concern with noise generated from equipment demonstrations. Solution: Restrict equipment demonstrations. 7. Visual Blight of the Equipment Yard due to Overstocking and Storage of Equipment Issue: As seen at other Monroe locations via pictures shared today and at the May 8, 2108 PZC(Planning and Zoning Commission) meeting, we have a concern with visual blight due to an overcrowded equipment yard. Monroe previously shared with the PZC inventory statistics anticipated for this site. As stated for Monroe Tractor by Attorney Alter (see PZC notes from May 8th meeting) the equipment count will be 30 pieces and will be comprised of equipment of differing size. Height to top of Anticipated To limit visual blight and sound pollution concerns due to Type cab of largest percentage of stacked unit stocking inventory overstocking and storage,we recommend an equipment storage Skid Steers V.8.1 .. cap limit of 30 units in total and with stipulated sub-limits based on Track Loaders 6'-10" 60% Compaction(rollers) T-1" equipment size. The sub limits by equipment size is based on the Mini Excavators e'4' percentage of equipment that Monroe tractor shared in their Backhoe $'-11" Narrative Statement dated May 1, 2018 and was discussed at the Compact Wheel Loader 81-$" 35% May 8,2018 PZC meeting. See figure 1. Dozer-Small 91.3"Excavator-Medium 10' Large Excavator 11'-s" Large Wheel Loader 111-6" 5% Dozer-Large---- 10'-2" Figure 1.Monroe Tractor supplied details by type/size Page 4 of 10 r Solution: Total Equipment Cap limit of 30 pieces. Broken down by the following type/sizes. Total Equipment Storage Limit - Not to be Exceeded 30 units Type/Size Limits Sub-Limit Count—Not to be Exceeded (Total number of equipment of this category and size) Small sized equipment 60%(60%x 30 units) 18 units • Skid Steers • Track Loaders • Compaction Rollers • Mini Excavators Medium sized equipment 30%(35%x 30 units) 9 units • Backhoe • Compact Wheel Loader • Dozer—Small • Excavator-Medium Large sized equipment 5%(5%x 30 units) 3 units • Large Excavator • Large Wheel Loader • Dozer Large 8. Restriction height of Equipment Issue: Concern with visual blight of large equipment stored on site. Solution: Restrict equipment greater than 12 feet in height. 9. Remove Agricultural equipment from Application Issue: Monroe representative, Mr. Robbins stated at the May 8,2018 PZC meeting and in meeting with Mr. Robbins and Mr. Miller in person, both indicated that this South Windsor location will NOT handle agricultural sales, service, rental of agricultural equipment. Solution: Since this has been communicated by Monroe Tractor, we request modification of the Monroe application to remove reference to agricultural sales,service, and rentals. Page 5 of 10 10. Maintenance of landscaping and Buffer Area Issue: To maintain a positive visual appearance and a wooded eco green buffer area. Solution: We request that the maintenance and buffer area be maintained in perpetuity 11. No removal or trimming of trees on all three properties without notice to all abutters Issue: 'To maintain an eco-green buffer and the preserve a natural buffer post site construction. Solution: We request that the removal of trees and trimming of trees in the buffer area for 6 Sandra Dr., and the parcels at 14 and 24 Sandra Dr. to be restricted and only performed with prior notice and approval from abutters. Pictures 40 Sandra Drive— Note type of business operation—much more suitable type of business when abutting against a residential neighborhood .f l+ DRIVE J,SANDRA_T • I Page 6 of 10 41 Sandra Drive—Berm example. hh!!■■ � � � � ,,11 1 } � r Page of 1 O e-i O co t� 4-1 d m 0 U O J X W .L Aldi LocationBerm Vil �f 'T yr F 4- •J Page 9 of r y Y Mobis Location Berm tit •9 �- t4 aY� � ! a INN k. N1 # Al 9 r v s Page 10 of 10 Old Parish Drive, Oxbow lane, Fitch Meadow Lane, Main Street Neighborhoods Detailed Concerns Regarding Monroe Tractor Application # 18- SP Presentation Package Material May 22, 2018 1 Each one of the numbers listed below correlates directly back to South Windsor's Special Exception Standards and Procedures under; B. Review Criteria Industrial Zoned With Abutting Appropriate Type Businesses: 9. The character of the neighborhood will be maintained or minimally disrupted. The neighborhoods understand that they abut an industrial zone. However, as the industrial park has grown,the neighbors have not made complaints against the various types of businesses within the industrial park. Because they were appropriate businesses zoned for the industrial park on Kimberly Drive and Sandra Drive. An example of this is the multi-tenant building located at 40 Sandra Drive that was built in 2003 and directly abuts the Old Parish and Oxbow neighborhood. The building was designed for multiple small businesses. Its tenants include AV Solutions LLC, m.e.l.t. Workout, Precision Aero-Test and True Position Manufacturing LLC. These are businesses that fit into the Industrial Zone and have no impact to business neighbors or residential neighbors. The building sits down from the road and has a natural berm on two sides further shielding it from the abutting neighborhood. This is a perfect example and a precedent of how zoning was intended to work with an abutting industrial and residential neighborhood within the Town of South Windsor. Refer to pictures 17, 18.51 i Another example is the Daniels Electric business at 6 Sandra Drive which abutted Mr Boufffard's residential property at 50 Old Parish Drive and several properties at the end of Fitch Meadow. Daniels Electric was a business that was compatible with similar businesses abutting the residential neighborhoods. It Was a light industrial electrical business that did not have a negative impact upon the surrounding business or residential neighborhoods. Daniel's Electric went out of their way at their own expense to plant eight, ten-foot-tall white pines on Mr Bouffard's property at 50 Old Parish Drive to ensure a natural screen to prevent any visual impact to the Old Parish neighborhood. Daniels Electric also planted several white pines on their own property to limit the visual impact to both Old Parish Drive and Fitch Meadow Lane. Daniels Electric is an excellent example when the character of the neighborhood can be maintained and minimal disrupted when both a business and residential neighbors abut each other. Refer to pictures 19, 20 R i 2 Objection To The Special Exception: 13.The overall physical appearance of the proposed development is compatible with surrounding development and the Commission's goals for the neighborhood/corridor. The neighborhoods do not object to Monroe Tractor coming to South Windsor. We object to the specific location that they selected which abuts several neighborhoods. We object to Monroe Tractors special exception application of inserting a construction and agricultural equipment dealer, repair and rental company which brings with it inherent operations associated with this type of equipment, including noise, fumes and visual impact. These include but are not limited to: backup alarms, loud diesel engines, loading and unloading of tractor equipment, customer trucks, subcontracted trucking services, compressors, air tools, diesel fumes, hydraulic oil fumes, diesel exhaust, welding fumes, high visibility painted equipment and other inherent sales, repair and rental operation services. Monroe Tractors proposed use of taking three specifically designed individual lots and combining them into one property was not the intention of the original designers of the industrial park. As these three lots abut a residential neighborhood the industrial use for these lots was intended for small low impact businesses to be in alignment with their surrounding business neighbors. We can draw a direct correlation to the building located at 40 Sandra Drive for similar types of neighboring businesses as described above. The zoning laws that the South Windsor fore fathers put into place were designed to ensure the appropriate businesses were placed within appropriate locations. To provide protections to existing businesses and surrounding neighborhoods. The proposed Monroe Tractor location on Sandra Drive does not align to the goals set forth with the industrial zone or the special exception. For these reasons, we request that the special exception application by Monroe Tractor be denied by the Planning and Zoning Commission. Refer to pictures 2, 3,4, 5, 6,8, 9, 10 Inaccurate Narrative Statement: 13.The land is physically suited to the proposed use. Design Professionals Narrative Statement on Behalf of Monroe Tractor May 1, 2018 Narrative Statement, paragraph four indicates: " Monroe Tractor sells and services new and used agricultural and construction equipment, machinery, vehicles, and parts. This location is expected to primarily serve the construction industry. Construction equipment could include loaders, crawler dozers, excavators, compaction equipment, road building equipment and aggregate equipment. Agricultural equipment could include tractors, harvesters, planting equipment,tillage equipment and hay equipment. Monroe Tractor employs certified,factory- trained technicians and offers in-house equipment service for regularly scheduled maintenance and offers service in the field for service of larger pieces of equipment and for emergency repairs. Three neighbors met on Thursday, May 17, 2018 with Monroe representatives Craig Robbins, Branch Manager and Chuck Miller, General Manager of New England. Mr. Miller indicated that no agricultural equipment will be sold out of the South Windsor, Connecticut location. At the previous Planninig and 3 Zoning Commision hearing on May 8, Mr Robbins also indicated they would be selling, repairing and renting construction equipment and not selling, repairing and renting agricultural equipment. However agricultural equipment is clearly stated on the application submitted by Monroe Tractor to the town Planning and Zoning Commission. This presents an uncertainty of what are Monroe Tractors intentions to be performed out of this proposed location on Sandra Drive. Mr Miller indicated that this is Monroe's current proposed business plan now for CT. However, the business plan can change based upon market conditions. Does that mean that Monroe will start with small construction equipment and then shift to large construction equipment and expand into the sale, repair and renting of agricultural equipment? The proposed equipment yard site of combining 24 Sandra Drive and 14 Sandra Drive could not support large construction or agricultural equipment as the storage yard is less than 3 acres. Will this be a temporary location for Monroe as it has an existing building with two small adjacent lots to meet their immediate needs? When Monroe leaves what type of precedent will have been established for future use of the properties and potential impact on the business neighbors and residential neighbors? If the applicant does not have clear goals and objectives for their business how can the surrounding business neighbors, the surrounding residential neighbors and this Planning and Zoning Commission ensure they will operate as stated in their application. Refer to Picture 1,4, 6, 8, 10 For these reasons, we request that the special exception application by Monroe Tractor be denied by the Planning and Zoning Commission. Enforcement of Hours of Operation: 9. The character of the neighborhood will be maintained or minimally disrupted. When meeting with Mr Miller on Thursday May 17 he indicated they could not change the starting hour operations from 7:00 to 7:30. Mr Miller further explained that they have no control over their customers who may show up earlier than 7:00am or 7:30am to drop off or pick up equipment. This would-be trucks with low beds,triaxle dump trucks and other types of large trucks with trailers. Customers would be separating their low beds in the street, dropping trailer ramps, dragging chains across steel trailer decks which would be creating excessive noise that would be reverberating throughout and into the adjacent residential neighborhoods. The construction industry culture is to start early in the morning to get to the job site with the equipment so their employees can be productive. As an example,the abutting businesses at 40 Sandra Drive to the residential neighborhood at Old Parish Drive have control over their employees or have operations that pose no impact with noise. This has led to the types of businesses at 40 Sandra Drive to successfully coexist with the residential neighborhood of Old Parish Drive. In addition, the Daniels Electric business also had direct control over their employees and had an operation that posed no impact with noise to the surrounding business and residential neighbors. This is not the case with Monroe Tractor as they do not have control over the arrival of their customers thereby controlling and enforcing their hours of operation. This will cause excessive noise at early morning hours and have a negative impact on the neighborhoods. This is not in alignment with the type of businesses abutting the residential neighborhood and surrounding industrial zone. For these reasons, we request that the special exception application by Monroe Tractor be denied by the Planning and Zoning Commission. 4 Toll Brothers Noise Complaints: Journal Inquirer, May 9, 2018 article "Request To Extend Construction Hours Denied After South Windsor Residents Complain" This is currently a major concern in town regarding noise. Toll Brothers is currently building 45 homes at a construction site on Graham Road in South Windsor. The construction site was being operated in the early and late hours of the day causing the residents to incur quality of life issues. Toll Brothers applied for a variance to have the construction hours extended. The South Windsor Town Council denied the variance and agree with the residents that noise was causing quality of life issues and impacting the character of the neighborhood. Monroe Tractor is proposing to sell, repair and lease construction equipment out of the Sandra Drive location. This will be like an active construction site with the continuous backup beepers, diesel fumes and various inherent construction equipment features associated with the proposed operation. The main difference is that the Toll Brothers construction site on Graham Road is a temporary construction site that will return to a residential neighborhood. The proposed Monroe Tractor site on Sandra Drive will be functioning like a continuous active construction site for years to come. This is not in alignment with the type of businesses abutting the residential neighborhood and surrounding industrial zone. Refer to pictures 4, 5, 10 For these reasons, we request that the special exception application by Monroe Tractor be denied by the Planning and Zoning Commission. Protection OF The Historic District: 12. Historic factors are adequately protected; or due consideration to preservation of historic factors has been demonstrated. In the opening remarks opposing the Monroe Tractor special exception application we read off 54 South Windsor residents and one abutting business that opposes the Monroe Tractor special exception application. It is worth noting that there are six properties that reside within the South Windsor Historic District that will be directly and be negatively impacted by the proposed applicant Monroe Tractor. The properties are;44 Oxbow Lane, 30 Oxbow Lane, 27 Oxbow Lane,43 Oxbow Lane, 53 Old Parish Drive and 1668 Main Street. Furthermore,The Historic District was established in 1970 to set a plan of appropriateness and protection of the district. (this predates the creation of the industrial park which was established in 1987) The Historic District Commission publishes the Historic District Handbook, South Windsor Connecticut: In a letter to residents the Historic District Commission states; "Our goal in producing this pamphlet is to engage homeowners in a collaborative effort with the Commission to preserve the unique character of our district. We are indeed fortunate to have a District that has retained its rural atmosphere and gives the sense of stepping back in time to an unhurried past. We rely on each homeowner to join with us in abiding by the procedures and guidelines that are contained in this handbook, in the effort to preserve for future generations what we enjoy today. 5 It further states; "In 1967 forward-looking citizens formed a study group to establish a Historic District in South Windsor, and thereby set-up the mechanisms for us to be responsible custodians of the past." The Town of South Windsor and this Planning and Zoning Commission has the responsibility to protect the character of the Historic District. The mechanism is the zoning laws, including special exceptions which the Commission has established fourteen criteria to use to provide protections to the citizens of the Town of South Windsor. We talk about community which Merriam-Webster defines as "a group of people with a common characteristic or interest living together within a larger society." The larger society is the 54 South Windsor citizens, who share a common interest and maintaining a quality of life that it currently enjoys, in both the residing residential neighborhoods and the abutting business neighborhood. Monroe Tractors special exception application if approved would deteriorate the character of the Historic District and cause irreversible harm to the character of the abutting neighborhoods. This would include negative visual impacts, diesel fumes and excessive noise which are not consistent in protecting the Historic District,the residential neighborhoods and the business neighborhood. For these reasons, we request that the special exception application by Monroe Tractor be denied by the Planning and Zoning Commission. Degradation of Residential Property Values: 1. Surrounding property values will be conserved. The attached table lists 48 residents that will be adversely affected by Monroe Tractors proposed location on Sandra Drive. The table marked in blue provides the property market valuation of the corresponding 48 properties, based upon a 70% assessment and further calculated with the Town of South Windsor's mill rate 38.08. The surrounding residential property owners market valuation is $13,253,175.27 and the residents contribute $353,276.64 tax dollars to the Town of South Windsor. The table marked in yellow takes the same information as listed above and calculates a conservative 10%decline in market valuation taking into the consideration the negative financial impact Monroe Tractor would have. This would result in a net reduction of tax revenue of$35,327.66 to the Town of South Windsor. When drawing the correlation of what Monroe Tractor would pay in taxes of$22,926 and taking into consideration of the reduced residential tax revenue, the Town of South Windsor would see a reduction to the towns overall tax revenue of$12,401.66. 6 Construction Equipment and Agricultural Equipment Negative Environmental Impacts: 9. The character of the neighborhood will be maintained or minimally disrupted. 5. No Traffic or other hazards will be created. Monroe Tractor is proposing to sell, service and repair diesel equipment. Diesel equipment requires a warm up period after first being started. This will require excessive idling and will emit diesel fumes which will drift into the abutting businesses and abutting residential neighborhoods. The tractors proposed by Monroe all require back up alarms. Back up alarms can range from 97 to 112 decibels and can be heard from long distances away, even when using an inhibiting structure. The abutting property owners will only be a distance of 75' from the proposed construction/agricultural equipment. The constant beeping from the movement of equipment due to its sale, repair and renting of construction and agricultural equipment will be unbearable for the surrounding businesses and residents and is not consistent with surrounding businesses abutting a residential neighborhood. Trucks and trailers will be lined up and down Sandra drive picking up and dropping off equipment. This will be impeding the operation of Metals Testing Company an existing abutting business. This will create traffic hazards with large trucks and trailers pulling in and backing up down Sandra Drive. For these reasons, we request that the special exception application by Monroe Tractor be denied by the Planning and Zoning Commission. Had the opportunity to meet with Mr Bob Delisle President of Metals Testing Company on Monday May 21"for 15 minutes to review the information pertaining to the zoning and special exception documents. As an abutting business property Mr Delisle also opposes Monroe Tractors special exception application. 7 i i Town of South Windsor Planning and Zoning Meeting May 22 , 2018 Application 18- 15P Monroe Tractor Picture Appendix Picture 1: Equipment stored at Monroe Worcester Location s 4 Picture 2: Yard Maintenance/repairs being done at Monroe Worcester Location - f 1 Rai RT 'Picture 3: Mess of • • • '• at Monroe Worcester Location � I v Picture 4: Monroe Adam's Center, NY mess in equipment yard. Another location that has visual blight impacting our surrounding community. This site is Agriculture equipment, which may or may not be kept at the South Windsor site, however the unsightly mess of the equipment yard speaks volumes about the manner in which Monroe keeps its properties. RZ ' 9 4P;; -1 W WNW%W-Fe"5"* Picture 5: Monroe Adam's Center mess in equipment yard. .._ --------- w k ✓ Picture 6: Monroe Adam's Center equipment stored in front and side yard. Another location that has visual blight impacting the surrounding community 1 r u r? 1 1 Picture 7: Monroe Henrietta, NY (Corporate Headquarters) location equipment stored in front and side yard. Another location that has visual blight impacting the surrounding communit . Note very large equipment. :1 4 J, = t 1. t r? i kit 0 � r N. 2 arm ' 4 Jg� w i 2 I r It \ Picture 11 : Monroe Henrietta location equipment and stock stored in back yard. Visual blight. i F 3 tt r Picture 12: Monroe Henrietta location equipment and stock stored in back yard. Visual blight. I ` '1 1 Arfir eim 4:V WAIN WW--IkWff �►! '.t,.,�� .i�� •._ � Y tp < r11� Ott` Ip • " 1 f' i �r y0 if Wif • 1 f.i A i �t l� .i' '',,yy'I � �I .{n`rY .7.. .` �' dR�,:� ' • +� M 1 �5'8 1 J��tF1 �lr�` „1 t'�r.,� � �� �� �'eW q� •.i '' „ - • 1 ..• ,t f�`S' � � � 't ',. a {. ^. • �` a .F, tt 1 rer r fiy! mq nr 1 • 1 � iw/ "�'s" �:, _ Y, 7, �t 1� Ir r�'i` ,rp-+,. ► .. � a Al � 1 • {a.� '`,.,�^ �,Y°• +}�. Tf T�'}'1 ? ��r) �'�'�,� • ��~� ���Il� rat• �� �. d yyq� r /✓ �'j i r "�� fib 'P .ry, •� i�li� � l• "„ � !' f� r! � I MA Ik ZS� FA 0 At TV-ml tim,_gzm I Zw lip's er AL r 40 AV SOLUTIONS, LFC m.e.I.t. Workout :' - -- PRECISION . � -- --- - - - - AERO-TEST TRUE POSITION. . MANUFACTURING. LLC. S KOSILLA y VD SCAPE SERVICES. LLC a , r, l S 1 . Ic+ _ � z t #a . tOppp 4 ' f` rR h 9 t i+bsi;.Y Y7 - 001 4, T ( sa , S;y f' ' yak r/Y.1• ',� A M G 1 " I'rV h t"� t C;Kr �l of �M t ;:1 p Google Maps https://www.google.com/maps/@41.848738,-72.6033477,325m/data=!3m1!le3 Goo La wry" rp r rVVII, !. rot 0 µto, a k MP Imagery 02018 Google,Map data 02018 Google 100 ft 5/22/2018,4:17 PM i 4 WEDNESDAY,MAY 9,2018/JOURNAL INQUIRER Request to extend construction hours denied after SW residents complain g against the variance, however, all hours, Strong said. Graham that they can be on site until could result in fines; between y Katherine Eastman describing how their quality of Road is now littered with pot- 8.30 p.m, Councilwoman $90 and 2 keastman@journalinguirer.com life has suffered because of the holes, she added: $ 50. SOUTH WINDSOR -Dust construction noise. Janice Snyder said. Mayor M. Saud Anwar, said Several' other Graham Road Police Deputy Chief Scott it's important:for residents to and loud noise from construe- Following complaints from residents said the construction Custer encouraged`residents at file complaints with police 'so tion at the Estates of South neighbors .in February, the workers started the extended the meeting to call police if con- that there is a transparent"paper Windsor has gone beyond the council passed an ordinance set- hours before they were sup- struction starts before hours set by a town ordinance, 7 a.m. or trail" of Toil Brothers' viola - to the earlier end to the con- posed to. The extra dust in the goes on past 5 p.m.neighboring residents told the struction day there. Although air and ' construction' noise Violations tions so that the town can act of the ardinance accordingly. j Town Council Monday. the ordinance prohibits the makes it difficult to enjoy the As a result, the council unani- operation of specific electric or nice weather or barbecue in mously voted down'a variance to fuel powered equipment their yards,they said. the ordinance that would have between 5 p.m. and 7 a.m.,resi- Others spoke in favor of the allowed contractors to extend their dents say truck deliveries and variance, pointing out that working hours during the summer loud noises disturb their peace longer hours would mean that months starting this week. and quiet as,early as 3 a.m. and construction of the 45 homes Toll Brothers is building 45 past 7 p.m. would be finished sooner and new luxury homes on Graham "I don't understand the point new homeowners can move in Road in a project that's expect- of the ordinance if they're going an time. ed to continue over the next two to change it,"said Graham Road But ultimately, the council years. They had requested an resident Sheila Strong, adding agreed that Toll, Brothers has extension to their daily work that workers are '.always out not been a'considerate neighbor hours for the summer, from 5 there past 5 p.m." and unanimously`voted against p.m.;to 7 p.m., resuming to the Dumpster trucks and 18- the variance. earlier hours on Oct. 15. wheel tractor-trailers are beep- Extending work hours to 7 Residents spoke Monday ing, and going back and forth at p.m. could send'the message I 1 EXHIBIT C May 22, 2018 Mr. Bart Pacekonis, Chair Planning&Zoning Commission South Windsor Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 Dear Planning&Zoning Commission, I met with Mr. Brian Beckwith over the weekend to learn of his concerns about the request by the Monroe Tractor Co. for a Special Exception permit on an industrial parcel abutting Old Parish Drive. His detailed research and specific arguments are compelling. Several properties within the Historic District will be impacted by this proposed development, four on Oxbow Lane and two on Main Street. The noise and air pollution would be detrimental to the quality of life of these residents, as well as to those farther afield. The nature of Monroe Tractor's business makes it a poorly suited industrial development in proximity to a residential neighborhood and our local Historic District. I urge the Planning and Zoning Commission to consider carefully the potentially harmful nature of this proposal to the homeowners in the community. Sincerely, Virginia Macro 1828 Main Street East Windsor Hill, CT 06028 b 1 ,0%4N 3fq 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 OR-CO TELEPHONE (860) 644-2511 CERTIFIED MAIL 7016 0910 0000 9861 0486 May 29, 2018 Monroe Tractor Chuck Miller C/O Design Professionals, Inc. 21 Jeffrey Drive South Windsor, CT 06074 Dear Mr. Miller: Re: Appl. 18-15P, Monroe Tractor Special Exception Site Plan of Development, 6, 14 and 24 Sandra Drive We are pleased to advise you that the Planning & Zoning Commission voted on May 22, 2018, to approve with modifications the above referenced application for a special exception to Table 4.1.1A and site of development. This approval is for Monroe Tractor on property located at 6, 14 and 24 Sandra Drive, I zone, as shown on plans prepared by Design Professionals, Inc., Project 4020 dated March 20, 2018 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$5,000 for installation and maintenance of erosion and sediment controls on the site;and a bond in the amount of$3,000 for installation of the stormwater system. 4. A landscape bond in the amount of$3,000 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. Hours of operation are Monday through Friday from 7:30 a.m.—5:00 p.m.,with deliveries generally during the hours of 8:00 a.m. —4:00 p.m. 13. All equipment repairs must take place inside of the building. 15.No aerial lifts or cranes are permitted. No booms are permitted to remain extended. 16. All loading and unloading of materials and equipment must take place on the property(not within the Town ROW). 17. A four foot high earthen berm and with an eight foot high wooden stockade fence on top is required along the western edge of the storage area to meet the buffer requirements. An operation and maintenance plan for the berm is to be added onto the plans. Black and white transparent mylars of Sheet # C-SP1 with the above modifications, together with three print copies of the entire set of plans must be submitted to this Commission to be stamped and signed. The letter of approval of this Commission as well as the Inland Wetlands 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. The attached Special Exception form must be completed and filed in the Town Clerk's office. The special exception will take effect upon filing. Sincerely, Bart Pacekonis, Chairman Planning and Zoning Commission BP/llz cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal The Special Exception will take effect upon filing of this form. I, Bart Pacekonis, Chairman of the South Windsor Planning&Zoning Commission,hereby certify that on May 22, 2018 the Planning and Zoning Commission granted to Monroe Tractor a Special Exception to Table 3.1.1A 9 of the Zoning Regulations to allow for equipment sales, service and rentals, on property located at 6, 14 and 24 Sandra Drive, I zone, as shown on plans prepared by Design Professionals, Inc.,Project 4020 dated March 20, 2018 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 $5,000 for installation and maintenance of erosion and sediment controls on the site; and a bond in the amount of$3,000 for installation of the stormwater system. 4. A landscape bond in the amount of$3,000 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. Hours of operation are Monday through Friday from 7:30 a.m. —5:00 p.m.,with deliveries generally during the hours of 8:00 a.m. —4:00 p.m. 13. All equipment repairs must take place inside of the building. 14. The three properties are required to be combined by deed as this approval is for a single site. 15.No aerial lifts or cranes are permitted. No booms are permitted to remain extended. 16. All loading and unloading of materials and equipment must take place on the property(not within the Town ROW). 17. A four foot high earthen berm and with an eight foot high wooden stockade fence on top is required along the western edge of the storage area to meet the buffer requirements. An operation and maintenance plan for the berm is to be added onto the plans. GIS PIN 79900006 That certain piece or parcel of land being situated in the Town of South Windsor, County of Hartford and State of Connecticut.being located on the westerly side of Jahn Fitch Boulevard (Route 5�, being known as Lot No. 13 as shown an a certain map entitled, "Re::ubdivision Plan Resubdivision Sandra Drive South Windsor, Connecticut Owner-A;-;,licant Andre L_Charbonneau &Andre K. Charbonneau 126 Edwin Load South Windsor,Connecticut 528-7551 J.R. Russo&Associates Land Surveyors& Professional Engineers 1 Shoham Road East Windsor, Connecticut 06088 623-0569 By G.L. Scale 1°=40' Date 9-29-97 Sheet 2 of 3 Checked J.U. No. 97D48 Rev. 820-98 Conditions of Approvar, which map is on frle in the South Windsor Land Records. GIS PIN 79900024 That certain piece or pa l of land being situated in the Town of South Windsor,County of Hartford and State of Connecticut,being located on the westerly side of John Fitch Boulevard(Route 5),Connecticut, being known as Lot No. 8 as shown on-a certain map entitled, "SU8DIVIS10N PLAN RESUBDIMION FRUFERTY OF ANDpX CHARBONNEAU SOUTH WINDSOR,CONNECTICUT OWNER DEVELOPER ANDRE L.CHARBON EAU&ANDRE K. CHARBONNEAU 125 EDWIN ROAD SOUTH WINDSOR,CONNECTICUT PHONE 528-7551 PALUBERG&RUSSO LAND SURVEYORS &PROFESSIONAL ENODMERS 15 BARBER POND ROAD BLOOMFiELD, CONNEC'1'IC[1T 242-2775 BY Lm SCALE 111=40,DATE 4-13-87 SHEET 3 OF I CHECKED WP NO. 86138';which neap is on file in the South Windsor Land Records,reference to which may be had for a more particular description. GIS PIN 79900014 A certain piece or parcel of land sRualed In the Town c f auEh Wlndjor, County of hlartford and State of Coftnecticul. knohtn ay 24 Sandra Drive emef being Lot No, on a wrap entitled "Subdivaian P'lon .Resubdivislon Property of An(fre -C'harbonneau 125 Edwin Road South Win&or. Cannecocirt Owner-Developer Andre L. Charbonneart & Andre K Charbonneau 13$ Eh -1 Road Sough Windsor, Connecticut -,Phone .528-7551 PaImberg & Russo LandSurveyors & Professional Engineers IS Barber Pond ,Road Bloomfield Connecticut 24Z-2775 by LM$aale 1" = 40' Date 4-13, 87 Sheet 3 of 11 Checked WP NO. 8J 138" on f le in the office of the Sorrth Wind or 7own'C'lerk, to which reference may be herd, and Yaid premises are more particularly bounded ami de serf bed a s follows: Beginning of an Iron pin which Ir ar the lVorthearlerly vornar of land NIP • .Boufford Mc, and the Nofiftwesterly corner of the parcel to be conveyed, thence running .6 670 22' 31" S. a distance of 261.04' to a point, thence turning and minning S 269$2' 17" W a ells(ance of f.15 ' along a portion of con area to #e conveyed tU the Town of South Windsor as shown on said &tap, thence running along an arc of a curve w(th a rad?&.o,f 55.00, a distance of 1 OP. 70' to a rrreeestone, thence pr ocegeling along an arc of a curve w(th a radius of 23.00; a docance of V.39'to a trrerestcrrre, the last two commes and distances bei'rtg along Sandra ,Drive and a temporary cul-de-sac as shown on said map, thence continuing .S 264 52` 17" PP, a -disrunce of$8.76' io a point which point is at the ;Soyrheanee(y corner of the parcel to be conveyed. thence turning and mnning N 43° 07' 43 j , a dimance of 260. 17' to a pohrt, thence lurning and running N 26' 48` 36" E along land IVIP Bouffard, Inc., a distance of 155.00' to the point and place of beginn ing/ OWNER OF RECORD: DPE Properties LLC Dated at South Windsor, Connecticut this 29th day of May, 2018. In accordance with CGS Section 8-3d i t - , Chairman Bart Pacekonis Planning&Zoning Commission Received for record this day of , 20_,at South Windsor, Connecticut ATTEST: BOND TRANSMITTAL DATE: June 21, 2018 APPLICANT NAME . Monroe Tractor & Implement Co. Inc. ADDRESS 1001 Lehigh Station Road Henrietta, NY 14467 PROJECT LOCATION/ADDRESS LOT 6 Sandra Drive SUBDIVISION P&Z OR IWA/CC APPLICATION NUMBER 18-15P AMOUNT & TYPE OF BOND _ $5,000 E&S; $3,000 Stormwaber; $3,000 Landscape; (Totaling $11,000) CHECK NUMBER 101957608-8 DEPARTMENT PLANNING SUBMITTED BY Lauren Zarambo 6/21/18 NAME DATE PROCESSED BY FINANCE. NAME DATE SUB ACCOUNT NUMBER MUNIS APPLICATION 201800336 W.Planing Admin\PZC\Bonds\2018 Bonds\18-15P MonroeTractor BondTrans.doc � � 7fi5 PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 06/21/18 CUSTOMER#: 000708267 TIME: 16:04 MONROE TRACTOR CLERK: laurenlz RECPT#: 20901807 PREV BAL: TP/YR: MS/2018 AMT PAID: 25.00 BILL: ADJSTMNT: EFF DT: 06/21/18 BAL DUE: PERMITS/INSP PAYMENT -----------------TOTALS----------------- PRINCIPAL PAID: 25.00 INTEREST PAID: .00 ADJUSTMENTS: .00 DISC TAKEN: .00 AMT TENDERED: 25.00 AMT APPLIED: 25.00 CHANGE: .00 PAID BY: MONROE TRACTOR PAYMENT METH: CHECK PAYMENT REF: 061010 IJ PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 06/21/18 CUSTOMER#: 000708267 TIME: 15:55 MONROE TRACTOR CLERK: laurenlz RECPT#: 20901806 PREV BAL: TP/YR: MS/2018 AMT PAID: 11000.00 BILL: ADJSTMNT: EFF DT: 06/21/18 BAL DUE: PERMITS/INSP PAYMENT -----------------TOTALS----------------- PRINCIPAL PAID: 11000.00 INTEREST PAID: .00 ADJUSTMENTS: .00 DISC TAKEN: .00 AMT TENDERED: 11000.00 AMT APPLIED: 11000.00 CHANGE: .00 PAID BY: MONROE TRACTOR PAYMENT METH: CHECK PAYMENT REF: 101957608-8 SSW N S 9 a w` 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 SOR•C° TELEPHONE (860) 644-2511 June 21, 2018 Monroe Tractor Craig Robbins 800A Hartford Turnpike Shrewsbury,MA 01545 Dear Mr. Robbins: Re: Preconstruction Meeting for Appl. 18-15P, Monroe Tractor, 6 Sandra Drive IN ATTENDANCE Name Company E-MAIL Phone number Jeffrey Folger SW Planning 'effre .fol er southwindsor.or 644-2511 x229 Jeffrey Doolittle SW Engineering ieffre .doolittle southwindsor.or 644-2511 x245 Walter Summers SW Fire Marshal walter.summers southwindsor.or 644-2511 x217 Mary Huda SW Assessor m .huda southwindsor.or 644-2511 x213 Craig Robbins Monroe Tractor crobbins@monroetractor.com 860-471-1979 Daniel Bahre Canton Village cvc-estimategcomcast.net 860-693-0122 Construction 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 area and maintained/cleaned out durina 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 Sandra Drive. Sweeping and calcium chloride or water are to be used for dust control as required. 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 Sandra Drive 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. The 75' buffer has already been staked. Limits of clearing will be staked and fenced. 3. Certification of gravel used as subbase and processed stone for base will be required from an approved testing company 4. Certification of all products used -- storm pipe, structures, pavement shall be presented to the Town Engineer prior to installation. 5. An as built plan will be required for the improvements to the site. 6. As built plans are to include horizontal and vertical location of all underdrains and footing drains located as per revised as-built checklist. 7. Any problems and/or questions regarding construction of this project will be directed .to Craig Robbins in the field at cell phone 860-471-1979. 8. Job meetings will be held as needed, and can be called by the developer or Town. 9. Seventy-two (72) hours' notice needed for a certificate of occupancy inspection. An Engineering C.O. inspection fee of$60 and a Zoning Compliance C.O. inspection fee of$25 are due at that time. 10. 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. 11.Normal hours of operation 7:00 a.m.—5:00 p.m.,no work on Sunday. 12. Two street cut permits are needed for driveways and stormwater connection. The fee is $50 each. 13.No paving after October 15 or before April 15 without written approval from Director of Public Works. 14. 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. All bonds are required: $5,000 E&S, $3,000 Stormwater Structures, $3,000 Landscaping and the mylar is to go on file prior to issuance of building permit. 3. Sign permits are required for all temporary and permanent signs (see enclosed). 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, Jeffrey Doolittle Town Engineer JD/llz cc: Michele Lipe, Director of Planning Bernie Drabek, Engineering Inspector Michael Gantick,Public Works Christopher Dougan, Chief Building Official Tony Manfre, Superintendent of Pollution Control Walter Summers, Fire Marshal Utilities PRECONSTRUCTION MEETING SIGN -IN SHEET (please print clearly) " TO S'U-) 0hI-OL racl Y' �6 I Aj QL l oY%ro J(G� d/iC0 � lCf7 D as I a PRd t oN.4t,5 DLL IAIC . Co au 6 ,2°I!' 8}-�S_ � S� �t f v���1ft3�� ' � C� zu 1 c G Co +✓y4tu;k P.O.BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 PHONE:860.291.8755 FAX:860.291.8757 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / LAND SURVEYORS / PLANNERS / LANDSCAPE ARCHITECTS 5erong Connecticut, Massachusetts, *Rhode Island • • • • LETTER OF TRANSMITTAL TO: Town Planner Michele Lipe Date: 6/19/2018 DPI Project No. 4020 Planning Department Town Hall Re: Monroe Tractor South Windsor,CT Final Plans WE ARE SENDING YOU: ❑✓ Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ❑ Prints ❑ Renderings ❑ Specifications • ❑ Copy of Letter ❑ Change Order ❑ • • ' COPIES DATE NO. DESCRIPTION • 4 5/23/2018 Revision 3 final site plans(3 for Town records and 1 to be returned for client) 1 5/23/2018 Revision 3 Site Plan mylar • THESE ARE TRANSMITTED AS CHECKED BELOW. © For Approval ❑ For review and comment ❑ No exceptions taken • O For your use ❑ Forbids due ❑ Make corrections ❑✓ As requested ❑ Prints returned after loan to us ❑ Make corrections REMARKS: Enclosed please find final plans as requested.Please let us know when the mylar is signed and ready for us to file it along with the Special Exception. SIGNED: CC: Dane LaBonte,E.I.T. BOND TPJWSMITTAL DATE: June 21, 2018 APPLICANT NAME . Monroe Tractor & Implement Co. Inc. ADDRESS 1001 Lehigh Station Road Henrietta, NY 14467 PROJECT LOCATION/ADDRESS LOT 6 Sandra Drive SUBDIVISION P&Z OR IWA/CC APPLICATION NUMBER 18-15P AMOUNT & TYPE OF BOND $5,000 E&S; $3,000 Stormwater; $3,000 Landscape; (Totaling $11,000) CHECK NUMBER 101957608-8 DEPARTMENT PLANNING SUBMITTED BY Lauren Zarambo 6/21/18 NAME DATE PROCESSED BY FINANCE. �� a S`Ll NAME DATE SUB ACCOUNT NUMBER MUNIS APPLICATION 201800336 WAPlanning Admin\PZC\Bonds\2018 Bonds\18-15P MonroeTractor BondTrans.doc PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 06/21/18 CUSTOMER#: 000708267 TIME: 16:04 MONROE TRACTOR CLERK: laurenlz RECPT#: 20901807 PREV BAL: TP/YR: MS/2018 AMT PAID: 25.00 BILL: ADJSTMNT: EFF DT: 06/21/18 BAL DUE: PERMITS/INSP PAYMENT -----------------TOTALS----------------- PRINCIPAL PAID: 25.00 INTEREST PAID: .00 ADJUSTMENTS: .00 DISC TAKEN: .00 AMT TENDERED: 25.00 AMT APPLIED: 25.00 CHANGE: .00 PAID BY: MONROE TRACTOR PAYMENT METH: CHECK PAYMENT REF: 061010 PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 06/21/18 CUSTOMER#: 000708267 TIME: 15:55 MONROE TRACTOR CLERK: laurenlz RECPT#: 20901806 PREV BAL: TP/YR: MS/2018 AMT PAID: 11000.00 BILL: ADJSTMNT: EFF DT: 06/21/18 BAL DUE: PERMITS/INSP PAYMENT -----------------TOTALS----------------- PRINCIPAL PAID: 11000.00 INTEREST PAID: .00 ADJUSTMENTS: .00 DISC TAKEN: .00 AMT TENDERED: 11000.00 AMT APPLIED: 11000.00 CHANGE: .00 PAID BY: MONROE TRACTOR PAYMENT METH: CHECK PAYMENT REF: 101957608-8 TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON Craig Robbins phone No. 860-471-1979 Address 6 Sandra Drive . Site Name Monroe Tractor P&8 No. 18-15P Owner Monroe Tractor Phone No. 860-471-1979 Contractor Canton Village Cong1fjoction Company Signature of Owner � Dater 311 Signature of Design Engr. Date: 31 CHANGE: (Describe location an nature of change. Include Four (4) copies of plan/profile of Change. ) -Widen access to loading dock- refer to Site Plan C-SP1. -Add rip rap to yard side of drainage swale - refer to Grading, Drainage & Utility Plan C-GD1. Reason for Change: (Why is change required) To accommodate forklift maneuvers and erosion mitigation. APPROVALS: (As Required) Dir.. Of Planning Date: 1 f Town Engineer Date: &LiLt t� Dir. of Public Wor s Date: other: 441r& Date= 7-J) W' STAFF C White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 08/02/18 CUSTOMER#: 000000000 TIME: 14:49 CLERK: laurenlz RECPT#: 20902494 PREV BAL: TP/YR: MS/2019 AMT PAID: 50.00 BILL: ADJSTMNT: EFF DT: 08/02/18 BAL DUE: PERMITS/INSP PAYMENT -----------------TOTALS----------------- PRINCIPAL PAID: 50.00 INTEREST PAID: .00 ADJUSTMENTS: .00 DISC TAKEN: .00 AMT TENDERED: 50.00 AMT APPLIED: 50.00 CHANGE: .00 PAID BY: CRAIG ROBBINS PAYMENT METH: CASH PAYMENT REF: t0W N SC4 a s � w� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 f�OSOR-CO � TELEPHONE (860) 644-2511 October 11, 2018 Monroe Tractor&Implement Company C/O Craig Robbins 1001 Lehigh Station Road Henrietta,New York 14467 Re: Appl. 18-15P,Monroe Tractor E&S and Stormwater Bond Release Dear Mr. Robbins: This is to advise you that the Planning and Zoning Commission voted on October 9, 2018 to release the following bonds as follows: Appl. 18-15P, Monroe Tractor$5,000 E&S Bond reduced by$5,000 to leave a balance of-0- Appl. 18-15P, Monroe Tractor$3,000 Stormwater Bond reduced by$3,000 to leave a balance of-0- A check will be mailed to you from the Town of South Windsor. If you have any further questions, please contact the Planning Department at 860-644-2511, ext. 253. Thank you. Sincerely, Bart Pacekonis,Chairman PLANNING&ZONING COMMISSION BP/llz cc: Jeff Doolittle, Town Engineer Jeff Folger, Senior Environmental Planner Craig Robbins BOND RELEASE TRANSMITTAL DATE: October 11, 2018 APPLICANT NAME Monroe Tractor & Implement Co. , Inc. ADDRESS 1001 Lehigh Station Road Henrietta, NY 14467 PROJECT LOCATION/ADDRESS LOT 6 Sandra Drive P&Z OR IWA/CC APPLICATION NUMBER Appl. 18-15P MUNIS APPLICATION NUMBER 201800336 SUB ACCOUNT NUMBER 4256 ORIGINAL BOND AMOUNT $5,000 E&S; $3,000 Stormwater; $3,000 Landscaping (totaling $11,000) CHECK NUMBER 101957608-8 Please Release $ $8,000 ($5,000 E&S + $3,000 Stormwater) to leave a balance of $3,000 (Landscaping) Please release the bond indicated above as all of the required work has been completed. Lauren L Zaram6o _ 10111118 NAME DATE /0 YO _/0 /o- /6 BY CHECK # ISSUED DATE 91000, 00 WAPlamiing Adn in\PZC\Bonds\2018 Bonds\18-15P MonroeTractor E&S StonnW8ter ReleaseTrans.doc