Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
App14-49P REMAX EDGE Professional Office
TOWN OF SOUTH WINDSOR PLANNING &ZONING COMMISSION APPLICATION FORM Application Number: ILL q_% RECEIVED Official Receipt Date: ID j Munis Application #: O /` SP 2 `11 SOUTH WINDSOR PLANNING DEPT. APPLICANT: RE/MAX EDGE PROJECT NAME: Professional Office Building COMPLETE LOCATION OF PROPERTY: 736 Deming Street OWNER OF RECORD ON LAND RECORDS: Clayton L. Zahner OWNER ADDRESS: 736 Deming Street,South Windsor, CT 06074 GIS PIN # 27600736 ZONE Rural Residential NAME, ADDRESS, TELEPHONE &EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Andrew Krar, P.E. Design Professionals, Inc. 21 Jeffrey Drive South Windsor,CT 06074 860-291-8755 akrar@dpinc.co Estimated presentation time: 10 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 2 Special Exception to Table 3.1.1A (Public Hearing and Certificate of Mailing Required) ❑✓ Site Plan of Development 'k New Modification Building(s) Sq Ft 3,552 General Plan of Development ❑ Dept of Motor Vehicle License - State Hearing per Section 14-55 for ❑ Earth Filling (Sec. 7.6) and/or Earth Removal (Sec. 7.16) (Public Hearing and Certificate of Mailing Required) ❑ Regulation Amendment ❑ Zoning ❑ Subdivision -Attach proposed amendment (Public Hearing Required) ❑ Temporary and Conditional Permit (Public Hearing and Certificate of Mailing Required) for ❑ Temporary and Conditional Permit Renewal (Certificate of Mailing Required) for ❑ Detached In Law Apartment or ❑Accessory Apartment (Public Hearing and Certificate of Mailing Required) ❑ Major Home Occupation (Certificate of Mailing Required) for ❑ Other (explain in detail) *An Application. Pending Si n is required to be posted on the property for all applications tea (10) days prior to being heard by the Commission. Signature of Applicant Signati6l of Proper caner P.O.BOX 1167 425 SULUVAN AVENUE esign SOUTH WINDSOP,CT 06074 PHONE:860.291.8755 FAX:860.291.8757 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS/ PLANNERS/ SURVEYORS/ CIS ANALYSTS / LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, *Rhode/9/and • LETTER OF TRANSMITTAL To: Michele R. Lipe,AICP Date: 9/18/2014 DPI Project No. 3432 Town Planner Re: 736 Deming Street South Windsor, CT 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 5 9/8/14 Site Development Plans 1 9/8/14 Storm Drainage Computations w/test pit data 1 Planning&Zoning Commision Application&$310 fee 4 Site plan checklist 1 Direct abutter notification(draft) 1 Legal description of property(deed) 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 ❑ Forbids due ❑ Prints returned after loan to us REMARKS: • SIGNED: CC: Andrew Krar, P.E., LEED AP P.O.BOX 1 167 425 SULLIVAN AVENUE SOUTH WINDSOR,CT 06074 PHONE: 860.291.8755 ■��� FAX: 8 70MLS www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS / GIS ANALYSTS / LANDSCAPE ARCHITECTS Serwng Connecticut, Massachusetts, t Rhode Wand • Narrative Statement RE/MAX Edge Special Exception/Change in Use (Residential to Commercial Office) 736 Deming Street South Windsor, Connecticut DPI Project No. 3432 October 6, 2014 RE/MAX Edge has applied to the Planning&Zoning Commission to change the use of the : building at 736 Deming Street to a professional office. The property's underlying zoning district is `Rural Residential'. The property is in the Office Conversion Overlay zone. The proposed use of the existing house will be an office for a real estate agency. In order to comply with the Town's off-street parking and vehicular access requirements, the existing driveway will be widened and a new paved parking lot consisting of nine parking stalls will be constructed behind the building. The parking lot will be illuminated with a 12' high light standard with a top mounted lamp conforming to the Town's site lighting requirements (dark-sky compliant). According to the Office Conversion Overlay Zone (OCO)requirements, Section 5.3.3 A. (Special Exception Uses) of the Town's Zoning Regulations, a special exception of an existing structure into a professional office may be granted subject to a public hearing, submission of a general plan of development, and conformance with the following eight (8) conditions. 1. The building shall have been constructed at least 50 years prior to the date of application for approval. The existing home is 51 years old,and was erected in 1963. 2. The lot has frontage of not less than 150 feet. The lot's frontage is 126.25 feet,however, is now conforming by virtue of a variance to this zoning requirement granted by the Zoning Board of Appeals. 3. An adequate line of sight entering and exiting the site is provided based on CT DOT : standards. The required sight line for left and right turning passenger cars is 445 feet for a 40 mile per hour design speed. Sight distance exceeds 590 feet to the east and more than 1,000 feet to the west. • 4. Side and rear yards shall contain landscaped buffers of 10 feet in width. The existing treeline will be maintained a minimum of 10 feet from the east property line. : Additionally,within this area,the applicant will be installing a row of 10 mountain laurels to supplement existing vegetation on the east side of the new paved parking lot. On the west side,the existing vegetation will be preserved within 10 feet of the Property line. The existing landscaping in the rear-yard will remain,and far exceeds the 10 fL requirement. 5. Any addition to the structure shall not be greater than 100% of the floor area of the existing first floor.No building additions are proposed. 6. Uses shall be restricted to professional offices, such as real estate agents. All uses shall operate during typical office and personal service hours. A real estate agency office is proposed. Office hours will generally be during typical office hours for a real estate agency.Agents may periodically schedule off-hour appointments at the convenience of clients. 7. Maximum impervious coverage shall be 40%. Proposed impervious coverage is 22%. 8. Whereever existing structures on a lot have historic or architecturally redeeming features, efforts shall be made to preserve and/or enhance those features. Architectural features to : the existing house will remain unchanged. • It is our opinion that this proposed site development is in general compliance with the Special Exception review criteria outlined in the Town of South Windsor's Zoning Regulations. e� TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT ' ` /M A Y E D G C PROJECT NAME Pzo Fe SS I DY1a 1 ® F C- 1 C'- ELU I Lb 1 M G 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. 1. On each sheet for plans or maps, title block with the following information: a. Name, address and telephone of applicant. b. Name, address and telephone number of Land Surveyor or Professional Engineer. c. Name of Development. d. Date when drawings were made. —' 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. a. Data block which gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, etc. b. Outline of buildings. c. Layout of streets. d. Surrounding property boundaries-within 500 feet. e. Names of abutting property owners. f. Proposed open spaces and recreation areas. g. Driveway cuts on abutting properties and any properties across from proposed site. h. Distance to and name of nearest intersection street. 3. Architectural Elevations: See attached checklist for Architecture and Design Review. i 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: / a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. b. Proposed streets and street lines with center line station, curve data, and parking spaces. c. Building lines in accordance with zoning regulations. d. Proposed buildings and other structures, including signs, outside lighting, and dumpsters (on concrete pad and screened). 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 f. Names of abutting property owners. 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. h. All open space or other common or public land uses shall be indicated. 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: / a. All existing and proposed buildings. b. Curb Lines and pavement width, sidewalks. c. Existing and proposed sanitary sewers. d. Existing and proposed water and-all existing utilities. 2 / e. Present wooded area indicated by foliage lines. Any trees to be saved should be shown. / 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. g . Regulated wetlands and 100-year floodplain or note that none are present. 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. i. Connections of all springs into proposed storm drainage system as needed. j. Location and indications of existing brook channels, and 100-year flood limits. k. A-2 &T-2 Certification; P.E & L.S. Seals. 6. Landscaping plan 7. Drainage calculations: - Zero Runoff Increase per attached guidelines. 8. Traffic Report 9. Site Lighting Plan 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: a. Layout of streets in sections coordinated by stations with the profile. 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. c. Sight line at driveway&street intersections. 3 . r d. Profile of roadway showing existing and finished grades. Roadway profile will show all tangent grade and all vertical curve information. 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. f. Where any storm drainage line discharges into an existing brook sufficient profile of this brook will be shown to determine conditions. 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. 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. 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. 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. PLA REPARER (P.E./L.S.) DATE February 2002; Rev. 4-04 4 off, Town of South Windsor, CT Property Listing Report GIS PIN 27600736 Account 27600736 NQ Property Information Property Location 736 DEMING STREET Sewer Service YES Owner ZAHNER CLAYTON L Census Tract 4876 Co-Owner Neighborhood Mailing Address 736 DEMING STREET Zoning Code RR SOUTH WINDSOR CT 06074 Acreage 1.02 Land Use 101 Res Dwelling Book/Page 2400/237 Land Class R Lot Setting/Desc Water Service UNKNOWN CT WATER AREA Trash Day MONDAY Photo Sketch Ir Primary Construction Details Year Built 1963 Bedrooms 3 Exterior Walls Clapboard Stories 1.8 Full Bathrooms 1 Interior Walls Drywall Building Style Cape Half Bathrooms 1 Heating Type Forced Hot Air Building Use Residential Bath Style Average Heating Fuel Oil Building Condition B_ Kitchen Style Average AC Type Floors Hardwood Roof Style Salt Box Gross Bldg Area 3562 Total Rooms Roof Cover Asphalt Total Living Area 1618 Report Created On 10/10/2014 VOL 24QDPAIDE0239 SCHEDULE A a certain piece or parcel of land situated partly in the Town of South Windsor and partly in the Town of Manchester, both in the County of Hartford and State of Connecticut, more particularly described an follows; Beginning at the Southeast corner of the premises herein de- scribed, which point is at the Southwest corner of land now or former- ly of William J. Barcomb, et ux, and is on the Northerly line of Deming Street; thence from said point of beginning Westerly along the Northerly line of said Deming Street ten and fifty-one one-hundredths (10.51) feet to a Connecticut Highway Department merestone• thence contimzfng Westerly forming an interior angle of 179'41'15l' with the last mentioned line one hundred fifteen and seventy-four one-hundredth (115.74) feet along the northerly line of said Deming Street to an ire_t{f pipe; thence Northerly forming an interior angle of 90' with the last mentioned line six hundred ninety-three and forty one-hundredths (693;40) feet along other land now or formerly of Horace C. Porter, atl ux to an iron pipe thence Easterly forming an interior angle of 87' 03110"with the last mentioned line ninety-six and eighty one-hundred- the (96.80) feet along land now or formerly of Walter G. Foster, at , ux, to an angle iron; thence Southerly forming an interior angle of 95024125" with the last mentioned line six hundred eighty-nine (609) feet along the remains of a stone wall and wire fence along land of John N. Lombardo, at ux, and land of William J. Barcomb, et ux, partly on each to the point and place of beginning, the last described line and the first described line together forming an interior angle of 87"51'10", containing 1.767 acres. AA OD Pr.-, x In sow w ,cr BY Tawnclak Page 1 of 3 ° VOL 2 4 0 0 una 0 2 3 1 After recording,please return to: Attorney Harold R.Cummings Cummings, Lanza&Pumhagen,LLC P.Q.Box 667 South Windsor,CT 06074 n(A ll st STATUTORY FORM QUIT-CLAIM DEED KNOW YE THAT, MARILYN G.ZAHNER AIKIA MARILYN W.ZAHNER,of the Town of South Windsor,County of Hartford and State of Connecticut,acting herein by JASON E.ZAHNER,her attorney-in-fact pursuant to a Power of Attorney dated July 2, 2007 and recorded simultaneously herewith in the South Windsor Land Records,for One Dollar($1.00)and other valuable considerations paid,but less than One Hundred ($100.00)Dollars,grant to CLAYTON L.ZAHNER,of the Town of South Windsor, County of Hartford and State of Connecticut, Doc ID; 002279970003 Type. LAN WITH QUIT-CLAIM COVENANTS BookM2400 Page 237 - 239 FilA certain piece or parcel of land,with all the improvements thereon,situated in the Towns of South Windsor and Manchester,County of Hartford and State of Connecticut,known as 736 Deming Street and being more particularly described on Schedule A attached hereto and made a part hereof. Being the same premises conveyed to Clayton L. Zahner and Marilyn G.Zahner by Warranty Deed from Horace C.Porter and Laura F.Porter dated December 18,1968 and recorded in Volume 127 at Page 361 of the South Windsor Land Records. Signed this day of April,2014. WITNESSED BY: MARILYN G.ZAHNER alk/a MAVILYW.ZAHNER By Harold R. Cummings JA .ZAHNER Her Attorney-in-Fact Con ,u Received States Local$ Town aerk of South Wmdxw Volume: 2400 Page: 237 File Number: 01181 Seq: 1 Page 2 Of 3 VOL 2 4 0 0 A-U-1 0 2 3 8 STATE OF CONNECTICUT: : ss. South Windsor April ,2014 COUNTY OF HARTFORD : Personally Appeared MARILYN G.ZAHNER a/k/a MARILYN W.ZAHNER,acting herein by JASON E.ZAHNER,her Attomey-in-Fact,signer of the foregoing Instrument:, and he acknowledged the same to be his fires act and deed as such Attomey-In-Fact, before me. H r id R.Cummings C missioner of the Superior Court Releasee's Address: 736 Deming Street South Windsor,CT 06074 Volume: 2400 Page: 237 File Number: 01181 Seq: 2 P.O.BOX 1167 425 SULLIVAN AVENUE SOUTH WINDSOR,CT 06074 PHONE: 860.291.8755 FAX: 8onalsi .8757 c.com www.designprofessionalsi nc.com CIVIL & TRAFFIC ENGINEERS/ PLANNERS/ SURVEYORS/ GIS ANALYSTS I LANDSCAPE ARCHITECTS Serving Connecticut, Massachusetts, E Rhode Island • • • September 18,2014 Re: RE/MAX EDGE Planning&Zoning Application 736 Deming Street e Dear Abutting Property Owner: In accordance with the Rules&Regulations of the South Windsor Planning&Zoning Commission,you are hereby notified that an application has been filed on the property located at 736 Deming Street,abutting your property,and is subject to a hearing by the Planning&Zoning Commission.The application and plans are on file with the South Windsor Planning Department. As an abutting property owner you are invited to the hearing(s)to ask questions and/or give comments,however, you are not required to attend. You may also submit written comments regarding the application prior to the meeting if you so desire. For further information regarding the specific date this application will be heard,please contact Michele Lipe,AICP,Town Planner,at the South Windsor Planning Department at 860-644-2511,ext.252. e If you have any questions regarding the specifics of the plans,please feel free to contact our office at 860-291-8755. Thank you. e • Sincerely, DESIGN PROFESSIO LS,INC. e • • 4 e • • • An a Far,P .,LEED AP Cc: Town of South Windsor Client e • • • • • • • • • • • e • e • e • PERMITS/INSP PAYMENT RECPT#: 20742798 TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 09/29/14 TIME: 14:55 CLERK: laurenlza DEPT: CUSTOMER#: 0 PARCEL: CHG: DEP DEP FEE 620.00 AMOUNT PAID: 620.00 PAID BY: RE/MAX EDGE / KEBALO PAYMENT METH: MULTIPLE METH: CH CHECK/REF: 395 / 14-49P QTY: 1 ADD'L REF: RE/MAX EDGE AMT: 310.00 METH: CH CHECK/REF: 396 / 14-49P QTY: 1 ADD'L REF: RE/MAX EDGE AMT: 310.00 REFERENCE: 14-49P AMT TENDERED: 620.00 AMT APPLIED: 620.00 CHANGE: .00 P.O.BOX 1167 425 SULLIVAN AVENUE esign SOUTH WINDSOP,CT 06074 PHONE:860.291.8755 0MIS FAX:860.291.8757 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS/ GIS ANALYSTS / LANDSCAPE ARCHITECTS • Serving Connecticut, Massachusetts, *Rhode/s/and • • LETTER OF TRANSMITTAL To: Michele R. Lipe,AICP Date: 9/26/2014 DPI Project No. 3432 Town Planner Re: 736 Deming Street South Windsor, CT WE ARE SENDING YOU: ® Attached ❑ Under separate cover via the following items: ❑ Shop Drawings ® Prints ❑ Renderings [I Specifications ❑ Copy of Letter ❑ Change Order ❑ • COPIES • 1 9/8/14 DESCRIPTION • Storm Drainage Computations w/test pit data • These are transmitted as checked below: : ® ForApproval ❑ No exceptions taken • ❑ For your use El Resubmit copies for approval ❑ Make corrections ❑ Submit copies for distribution • ❑ As requested ❑ Revise and Submit El Return corrected prints El For review and comment ❑ For bids due • ❑ Prints returned after loan to us REMARKS: : • SIGNED: CC: Andrew Krar, P.E., LEED AP Storm Drainage Computations Proposed Professional Office 736 Deming Street South Windsor, CT Prepared by: Design Professionals, Inc. 425 Sullivan Avenue South Windsor, CT 06074 September 8, 2012 �SSIOI'faft r Table of Contents Section Introduction Approach Appendices A Site Vicinity Map B Watershed Computations (Hydraflow) C Drainage Area Maps Existing Conditions (DA-1) Proposed Conditions (DA-2) D Soil Data ) Sr P/ Introduction CAK Realty, LLC is proposing to convert a single family home at 736 Deming Street into a professional office building. The exterior to the building will essentially remain unchanged. In order to comply with Town zoning regulations and also to effectively serve vehicular traffic,the paved driveway will be widened and a 9 stall paved parking lot will be constructed. Approximately 6,900 square feet of impervious surface will be added to the 1 acre property. The property slopes down from north to south, with topographical relief on the order of nine feet.Nearly all stormwater runoff from the property sheet flows overland to the south, and discharges onto Deming Street. There is no subsurface storm sewer system in front of the property in the street. The site fronts the north side of Deming Street and is approximately 650 feet west of the Hale Road intersection in Manchester. Refer to the site vicinity map provided as Appendix A. Approach The stormwater system was designed so that a net reduction of stormwater volume running off from the developed portions of the site into Deming Street will be less as compared to pre-developed(existing) conditions, from the developed portions of the site. This reduction applies to the total amount of runoff associated with a 100-year storm event. In order to accomplish the reduction, a subsurface infiltration system consisting of 5 Stormtech chambers is proposed. The system will capture nearly all the runoff from the proposed parking lot north of the building. The total storage capacity of the infiltration system exceeds the projected addition of runoff from the property following a 100-year storm event. See Table 1 on the following page. Refer to Appendix B for the hydraulic computations. Hydraflow stormwater modeling computer software was used as application. Drainage area maps are included as Appendix C. The United States Department of Agriculture National Resources Conservation Service's mapping indicates that the natural underlying soils in the vicinity of the proposed infiltration system is `Haven&Enfield 3-8% slopes' soils. The description of this soil is included as Appendix D. The description indicates that at a depth of 24-60", the soil is a very gravelly sand to gravelly fine sand, and has a typical capacity to transmit water at a rate of 0.57— 1.98 inches per hour. If accurate,this indicates that the stormtech chambers will be able to drain empty between storm events. Prior to construction, it will be required to perform a test pit in the area in order to confirm. TABLE 1 Total Volume of Runoff to Deming Street Existing Conditions Proposed Conditions Storm Driveway Driveway Parking Lot Total Runoff Increase in Event Volume (East Side) (West Side) (Driveway+Parking Lot) Runoff Volume (Year) (ft) (ft) (ft3) (ft3) (ft) 2 73 84 202 286 213 5 87 100 245 345 258 10 95 109 270 379 284 25 106 122 306 428 322 50 116 133 335 468 352 100 124 142 359 501 377 APPENDIX A (Site Vicinity Map) N A wj NOT TO SCALE /� T.I. 6o•zs1.8765 PROPOSED PROFESSIONAL NOTE: esign Fo° 860.291.8757 OFFICE BUILDING BACKGROUND IMAGE TAKEN FROM anal* �ps� �T/� �r�1� �+r� GOOGLE MAPS. civil B traffic engineers .surveyors Q 36 D�G�1 I G STREET REE u landscape architects 1167, •h Wnn ,Con b Ucut SOU M R CONNEMCM SITE VICINITY M A P 425 Sullivan Avenue.P.O.Box 1ie7,South Windsor,ConneeUcut 06074 i APPENDIX B (Watershed Computations - Hydraflow) • 1 Watershed Model Schematic HydraFlow Hydrographs Extension for AutoCAD®Civil 3138 2013 by Autodesk,Inc.v10 Proposed DW to Deming East 2-Proposed Parking to Deming West 'sting Drive to Deming r'llb Project: G:\jobs\3432\AutoCad\ex.gpw Tuesday, 09/9/2014 2 Hydrograph Return Period Re%Row Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.v10 Hyd. Hydrograph Inflow Peak Outflow(cfs) Hydrograph No. type hyd(s) Description (origin) 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr 1 Rational --- --- 0.223 -- 0.267 0.291 0.326 0.355 0.379 Proposed DW to Deming East 2 Rational -- --- 0.384 --- 0.467 0.514 0.583 0.637 0.684 Proposed Parking to Deming West 5 Rational --- —— 0.194 -- 0.232 0.253 0.283 0.309 0.330 Existing Drive to Deming Proj.file:G:\jobs\3432\AutoCad\ex.gpw Tuesday, 09/9/2014 3 H yd ro g ra p h Summary Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.A 0 Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph No. type flow interval Peak volume hyd(s) elevation strge used Description (origin) (cfs) (min) (min) (cuft) (ft) (cuft) 1 Rational 0.223 1 5 84 -- Proposed DW to Deming East 2 Rational 0.384 1 7 202 -- -- Proposed Parking to Deming West 5 Rational 0.194 1 5 73 --- -- Existing Drive to Deming G:\jobs\3432\AutoCad\ex.gpw Return Period: 2 Year Tuesday, 09/9/2014 Hydrograph Report 4 Hydraflow Hydrographs Extension for AutoCAD®Civil 3130 2013 by Autodesk,Inc.A 0 Tuesday,09 19/2014 Hyd. No. 1 Proposed DW to Deming East Hydrograph type = Rational Peak discharge = 0.223 cfs Storm frequency = 2 yrs Time to peak = 5 min Time interval = 1 min Hyd. volume = 84 cuft Drainage area = 0.054 ac Runoff coeff. = 0.9 Intensity = 4.590 in/hr Tc by User = 5.00 min OF Curve = Connecticut IDF.idf Asc/Rec limb fact = 1/1.5 Q (cfs) Proposed DW to Deming East Hyd. No. 1 —2 Year Q (cfs) 0.50 0.45 - - - - - -- - - - - - - 0.45 0.40 - - - - - 0.40 0.35 --- -- -- - - 0.35 0.30 _ - - 0.30 0.25 - -- -- - -- - - - - 0.25 0.20 - -- -- - - -- - 0.20 - 0.15 -_- -- . 0.15 0.10 0.10 - - - - . 0.05 _- -- 0.05 0.00 0.00 0 1 2 3 4 5 6 7 8 9 10 11 12 Hyd No. 1 Time(min) ' Hydrograph Report S Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.A 0 Tuesday,09/9/2014 Hyd. No. 2 Proposed Parking to Deming West Hydrograph type = Rational Peak discharge = 0.384 cfs Storm frequency = 2 yrs Time to peak = 7 min Time interval = 1 min Hyd. volume = 202 cuft Drainage area = 0.105 ac Runoff coeff. = 0.9 Intensity = 4.062 in/hr Tc by User = 7.00 min OF Curve = Connecticut IDF.idf Asc/Rec limb fact = 1/1.5 Proposed Parking to Deming West Q (cfs) Hyd. No. 2--2 Year Q (cfs) 0.50 0.50 0.45 - -- - -_ - -- 0.45 0.40 0.35 0.30 - -- - - -. - 0.30 0.25 0.25 0.20 0.15 0.15 0.10 0.10 0.05 0.05 0 2 4 6 8 10 12 14 16 18 - Hyd No. 2 Time(min) 6 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.v10 Tuesday,09/9/2014 Hyd. No. 5 Existing Drive to Deming Hydrograph type = Rational Peak discharge = 0.194 cfs Storm frequency = 2 yrs Time to peak = 5 min Time interval = 1 min Hyd. volume = 73 cult Drainage area = 0.047 ac Runoff coeff. = 0.9 Intensity = 4.590 in/hr Tc by User = 5.00 min OF Curve = Connecticut IDF.idf Asc/Rec limb fact = 1/1.5 Existing Drive to Deming Q (cfs) Hyd. No. 5--2 Year Q (cfs) 0.50 0.50 0.45 - - - - 0.45 0.40 0.40 0.35 0.35 0.30 0.30 0.25 0.25 0.20 0.20 0.15 0.15 0.10 0.10 0.05 0.05 0.00 0.00 0 1 2 3 4 5 6 7 8 9 10 11 12 Hyd No. 5 Time(min) 7 Hydraflow Rainfall Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.v10 Tuesday,09/9/2014 Return Intensity-Duration-Frequency Equation Coefficients(FHA) Period (Yrs) B D E (NIA) 1 0.0000 0.0000 0.0000 --- 2 30.1225 6.6000 0.7676 --- 3 0.0000 0.0000 0.0000 --- 5 52.3308 9.8000 0.8367 10 54.7383 10.8000 0.8016 -- 25 101.9813 15.8000 0.8971 50 98.1551 15.7000 0.8577 -- - 100 106.5909 17.0000 0.8462 File name:Connecticut IDF.idf Intensity=B/(Tc+ D)^E Return Intensity Values(in/hr) Period (Yrs) 5 min 10 15 20 25 30 35 40 45 50 55 60 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 4.59 3.49 2.85 2.43 2.13 1.90 1.72 1.58 1.46 1.36 1.27 1.20 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 5.49 4.30 3.57 3.06 2.69 2.40 2.17 1.99 1.84 1.71 1.60 1.50 10 5.99 4.81 4.04 3.51 3.11 2.80 2.55 2.35 2.18 2.03 1.91 1.80 25 6.70 5.52 4.71 4.12 3.66 3.30 3.01 2.76 2.56 2.38 2.23 2.10 50 7.30 6.06 5.20 4.57 4.09 3.70 3.38 3.12 2.90 2.71 2.54 2.40 100 7.79 6.55 5.68 5.02 4.51 4.10 3.76 3.48 3.24 3.04 2.86 2.70 Tc=time in minutes.Values may exceed 60. Preci .file name:Hartford County.pcp Rainfall Precipitation Table(in) Storm Distribution 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr SCS 24-hour 0.00 3.20 0.00 4.10 4.70 5.50 6.20 6.90 SCS 6-Hr 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-1st 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-2nd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-3rd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-4th 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Huff-Indy 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Custom 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8 H yd rog ra p h Summary Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.v10 Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph No. type flow interval Peak volume hyd(s) elevation strge used Description (origin) (cfs) (min) (min) (cult) (ft) (cuft) 1 Rational 0.267 1 5 100 —— — -- Proposed DW to Deming East 2 Rational 0.467 1 7 245 -- -- Proposed Parking to Deming West 5 Rational 0.232 1 5 87 -- --- --- EAsting Drive to Deming G:\jobs\3432\AutoCad\ex.gpw Return Period: 5 Year Tuesday, 09/9/2014 9 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.A 0 Tuesday,09/9/2014 Hyd. No. 1 Proposed DW to Deming East Hydrograph type = Rational Peak discharge = 0.267 cfs Storm frequency = 5 yrs Time to peak = 5 min Time interval = 1 min Hyd. volume = 100 cuft Drainage area = 0.054 ac Runoff coeff. = 0.9 Intensity = 5.491 in/hr Tc by User = 5.00 min OF Curve = Connecticut IDF.idf Asc/Rec limb fact = 1/1.5 Proposed DW to Deming East Q (cfs) Hyd. No. 1 --5 Year Q (cfs) 0.50 0.50 0.45 - - - - 0.45 0.40 0.40 0.35 0.35 0.30 0.30 0.25 0.25 0.20 0.20 0.15 0.15 0.10 - - -- 0.10 0.05 0.05 0.00 -- - - 0.00 0 1 2 3 4 5 6 7 8 9 10 11 12 Hyd No. 1 Time(min) 10 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.A 0 Tuesday,09/912014 Hyd. No. 2 Proposed Parking to Deming West Hydrograph type = Rational Peak discharge = 0.467 cfs Storm frequency = 5 yrs Time to peak = 7 min Time interval = 1 min Hyd. volume = 245 cuft Drainage area = 0.105 ac Runoff coeff. = 0.9 Intensity = 4.939 in/hr Tc by User = 7.00 min OF Curve = Connecticut IDF.idf Asc/Rec limb fact = 1/1.5 Proposed Parking to Deming West Q (cfs) Hyd. No. 2--5 Year Q (cfs) 0.50 0.50 0.45 0.45 0.40 0.40 0.35 0.35 0.30 0.30 0.25 0.25 0.20 0.20 0.15 -- - - - - 0.15 -- -_ - -- 0.10 0.10 0.05 0.05 0 2 4 6 8 10 12 14 16 18 Hyd No. 2 Time(min) 11 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.v10 Tuesday,09/9!2014 Hyd. No. 5 Existing Drive to Deming Hydrograph type = Rational Peak discharge = 0.232 cfs Storm frequency = 5 yrs Time to peak = 5 min Time interval = 1 min Hyd. volume = 87 cuft Drainage area = 0.047 ac Runoff coeff. = 0.9 Intensity = 5.491 in/hr Tc by User = 5.00 min OF Curve = Connecticut IDF.idf Asc/Rec limb fact = 1/1.5 Existing Drive to Deming Q (cfs) Hyd. No. 5--5 Year Q (cfs) 0.50 0.50 0.45 0.45 0.40 - 0.40 0.35 0.35 0.30 0.30 0.25 0.25 0.20 0.20 0.15 0.15 0.10 0.10 - - - - - - 0.05 0.05 0.00 0.00 0 1 2 3 4 5 6 7 8 9 10 11 12 Hyd No. 5 Time(min) 12 H yd ro g ra p h Summary Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.v10 Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph No. type flow interval Peak volume hyd(s) elevation strge used Description (origin) (cfs) (min) (min) (cult) (ft) (cuft) 1 Rational 0.291 1 5 109 --- -- Proposed DW to Deming East 2 Rational 0.514 1 7 270 -- -- -- Proposed Parking to Deming West 5 Rational 0.253 1 5 95 --- — Existing Drive to Deming G:\jobs\3432WutoCad\ex.gpw Return Period: 10 Year Tuesday, 09/9/2014 13 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.v10 Tuesday,09/9/2014 Hyd. No. 1 Proposed DW to Deming East Hydrograph type = Rational Peak discharge = 0.291 cfs Storm frequency = 10 yrs Time to peak = 5 min Time interval = 1 min Hyd. volume = 109 cuft Drainage area = 0.054 ac Runoff coeff. = 0.9 Intensity = 5.990 in/hr Tc by User = 5.00 min OF Curve = Connecticut IDF.idf Asc/Rec limb fact = 1/1.5 Proposed DW to Deming East Q (cfs) Hyd. No. 1 --10 Year Q (cfs) 0.50 0.50 0.45 - -- -- 0.45 0.40 - 0.40 0.35 0.35 0.30 0.30 0.25 0.25 0.20 0.20 0.15 0.15 0.10 0.10 0.05 0.05 0 1 2 3 4 5 6 7 8 9 10 11 12 Hyd No. 1 Time(min) 14 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®ChAl 3D®2013 by Autodesk,Inc.A 0 Tuesday,09/9!2014 Hyd. No. 2 Proposed Parking to Deming West Hydrograph type = Rational Peak discharge = 0.514 cfs Storm frequency = 10 yrs Time to peak = 7 min Time interval = 1 min Hyd. volume = 270 cuft Drainage area = 0.105 ac Runoff coeff. = 0.9 Intensity = 5.444 in/hr Tc by User = 7.00 min OF Curve = Connecticut IDF.idf Asc/Rec limb fact = 1/1.5 Proposed Parking to Deming West Q (cfs) Hyd. No. 2--10 Year Q (cfs) 1.00 1.00 0.90 - - 0.90 0.80 0.80 0.70 0.70 0.60 - - - --- 0.60 0.50 0.50 0.40 0.40 0.30 - 0.30 0.20 0.20 0.10 0.10 0 2 4 6 8 10 12 14 16 18 Hyd No. 2 Time(min) 15 Hydrograph Report Hydraflow Hydrographs Extension for AutoCADID Civil 3D®2013 by Autodesk,Inc.A 0 Tuesday,09/9!2014 Hyd. No. 5 Existing Drive to Deming Hydrograph type = Rational Peak discharge = 0.253 cfs Storm frequency = 10 yrs Time to peak = 5 min Time interval = 1 min Hyd. volume = 95 cuft Drainage area = 0.047 ac Runoff coeff. = 0.9 Intensity = 5.990 in/hr Tc by User = 5.00 min OF Curve = Connecticut IDF.idf Asc/Rec limb fact = 1/1.5 Existing Drive to Deming Q (cfs) Hyd. No. 5-- 10 Year Q (cfs) 0.50 0.50 0.45 0.45 0.40 0.40 0.35 0.35 0.30 0.30 0.25 0.25 0.20 - —- - 0.20 0.15 0.15 0.10 0.10 0.05 0.05 0.00 -- - _ - 0.00 0 1 2 3 4 5 6 7 8 9 10 11 12 — Hyd No. 5 Time(min) ` 16 H yd rog ra p h Summary Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.A 0 Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph No. type flow interval Peak volume hyd(s) elevation strge used Description (origin) (cfs) (min) (min) (cuft) (ft) (cuft) 1 Rational 0.326 1 5 122 — — -- Proposed DW to Deming East 2 Rational 0.583 1 7 306 — —— Proposed Parking to Deming West 5 Rational 0.283 1 5 106 — --- -- Existing Drive to Deming G:\jobs\3432\AutoCad\ex.gpw Return Period: 25 Year Tuesday, 09 19/2014 17 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.v10 Tuesday,09/9!2014 Hyd. No. 1 Proposed DW to Deming East Hydrograph type = Rational Peak discharge = 0.326 cfs Storm frequency = 25 yrs Time to peak = 5 min Time interval = 1 min Hyd. volume = 122 cuft Drainage area = 0.054 ac Runoff coeff. = 0.9 Intensity = 6.700 in/hr Tc by User = 5.00 min OF Curve = Connecticut IDF.idf Asc/Rec limb fact = 1/1.5 Proposed DW to Deming East Q (cfs) Hyd. No. 1 --25 Year Q (cfs) 0.50 0.50 0.45 -- 0.45 0.40 0.40 0.35 0.35 0.30 - 0.30 0.25 0.25 - 0.20 - - - - 0.20 0.15 - - -- 0.15 0.10 0.10 0.05 0.05 0 1 2 3 4 5 6 7 8 9 10 11 12 Hyd No. 1 Time(min) 18 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.A 0 Tuesday,09/9/2014 Hyd. No. 2 Proposed Parking to Deming West Hydrograph type = Rational Peak discharge = 0.583 cfs Storm frequency = 25 yrs Time to peak = 7 min Time interval = 1 min Hyd. volume = 306 cuft Drainage area = 0.105 ac Runoff coeff. = 0.9 Intensity = 6.170 in/hr Tc by User = 7.00 min OF Curve = Connecticut IDF.idf Asc/Rec limb fact = 1/1.5 Proposed Parking to Deming West Q (cfs) Hyd. No. 2--25 Year Q (cfs) 1.00 1.00 0.90 - - _ - -__ 0.80 - 0.80 0.70 0.70 0.60 0.60 0.50 0.50 0.40 0.40 0.30 - - -- 0.30 0.20 0.20 0.10 0.10 0 2 4 6 8 10 12 14 16 18 Hyd No. 2 Time(min) 19 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.v10 Tuesday,09/9/2014 Hyd. No. 5 Existing Drive to Deming Hydrograph type = Rational Peak discharge = 0.283 cfs Storm frequency = 25 yrs Time to peak = 5 min Time interval = 1 min Hyd. volume = 106 cuft Drainage area = 0.047 ac Runoff coeff. = 0.9 Intensity = 6.700 in/hr Tc by User = 5.00 min OF Curve = Connecticut IDF.idf Asc/Rec limb fact = 1/1.5 Existing Drive to Deming Q (cfs) Hyd. No. 5--25 Year Q (cfs) 0.50 0.50 0.45 0.45 0.40 0.40 0.35 0.35 0.30 0.30 0.25 0.25 0.20 0.20 0.15 - - S. 0.15 0.10 00 0.10 0.05 0.05 0.00 - - - - _ 0.00 0 1 2 3 4 5 6 7 8 9 10 11 12 Hyd No. 5 Time(min) 20 H yd ro g ra p h Summary Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.A 0 Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph No. type flow interval Peak volume hyd(s) elevation strge used Description (origin) (cfs) (min) (min) (cuft) (ft) (cuft) 1 Rational 0.355 1 5 133 -- Proposed DW to Deming East 2 Rational 0.637 1 7 335 -- — Proposed Parking to Deming West 5 Rational 0.309 1 5 116 --- -- Existing Drive to Deming G:\jobs\3432WutoCad\ex.gpw Return Period: 50 Year Tuesday, 09/9/2014 21 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.v10 Tuesday,09/9/2014 Hyd. No. 1 Proposed DW to Deming East Hydrograph type = Rational Peak discharge = 0.355 cfs Storm frequency = 50 yrs Time to peak = 5 min Time interval = 1 min Hyd. volume = 133 cuft Drainage area = 0.054 ac Runoff coeff. = 0.9 Intensity = 7.298 in/hr Tc by User = 5.00 min OF Curve = Connecticut IDF.idf Asc/Rec limb fact = 1/1.5 Proposed DW to Deming East Q (cfs) Hyd. No. 1 --50 Year Q (cfs) 0.50 0.50 0.45 0.45 0.40 0.40 0.35 0.35 0.30 0.30 0.25 0.25 0.20 0.20 0.15 0.15 0.10 0.10 0.05 0.05 0.00 __ 0.00 0 1 2 3 4 5 6 7 8 9 10 11 12 Hyd No. 1 Time(min) 22 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.A 0 Tuesday,09/9/2014 Hyd. No. 2 Proposed Parking to Deming West Hydrograph type = Rational Peak discharge = 0.637 cfs Storm frequency = 50 yrs Time to peak = 7 min Time interval = 1 min Hyd. volume = 335 cuft Drainage area = 0.105 ac Runoff coeff. = 0.9 Intensity = 6.743 in/hr Tc by User = 7.00 min OF Curve = Connecticut IDF.idf Asc/Rec limb fact = 1/1.5 Proposed Parking to Deming West Q (cfs) Hyd. No. 2--50 Year Q (cfs) 1.00 1.00 0.90 0.90 0.80 --- -- -- 0.80 0.70 - -- 0.70 0.60 -- - 0.60 0.50 0.50 0.40 0.40 0.30 0.30 , 0.20 - - -- _- - - - 0.20 - - - - - 0.10 0.10 0 2 4 6 8 10 12 14 16 18 Hyd No. 2 Time(min) 23 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.v10 Tuesday,09/9/2014 Hyd. No. 5 Existing Drive to Deming Hydrograph type = Rational Peak discharge = 0.309 cfs Storm frequency = 50 yrs Time to peak = 5 min Time interval = 1 min Hyd. volume = 116 cuft Drainage area = 0.047 ac Runoff coeff. = 0.9 Intensity = 7.298 in/hr Tc by User = 5.00 min OF Curve = Connecticut IDF.idf Asc/Rec limb fact = 1/1.5 Existing Drive to Deming Q (cfs) Hyd. No. 5--50 Year Q (cfs) 0.50 0.50 0.45 0.45 0.40 -- - 0.40 0.35 0.35 0.30 0.30 0.25 0.25 0.20 - 0.20 0.15 0.15 0.10 0.10 0.05 0.05 0 1 2 3 4 5 6 7 8 9 10 11 12 Hyd No. 5 Time(min) 24 H yd ro g ra p h Summary Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.A 0 Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph No. type flow interval Peak volume hyd(s) elevation strge used Description (origin) (cfs) (min) (min) (cult) (ft) (cuft) 1 Rational 0.379 1 5 142 -- — — Proposed DW to Deming East 2 Rational 0.684 1 7 359 -- -- Proposed Parking to Deming West 5 Rational 0.330 1 5 124 —— --- -- Existing Drive to Deming G:\jobs\3432\AutoCad\ex.gpw Return Period: 100 Year Tuesday, 09/9/2014 ` 25 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3138 2013 by Autodesk,In(;.A 0 Tuesday,09/9/2014 Hyd. No. 1 Proposed DW to Deming East Hydrograph type = Rational Peak discharge = 0.379 cfs Storm frequency = 100 yrs Time to peak = 5 min Time interval = 1 min Hyd. volume = 142 cuft Drainage area = 0.054 ac Runoff coeff. = 0.9 Intensity = 7.794 in/hr Tc by User = 5.00 min OF Curve = Connecticut IDF.idf Asc/Rec limb fact = 1/1.5 Proposed DW to Deming East Q (cfs) Hyd. No. 1 --100 Year Q(cfs) 0.50 0.50 0.45 0.45 0.40 0.40 0.35 0.35 0.30 0.30 0.25 0.25 0.20 0.20 0.15 - 0.15 0.10 0.10 0.05 0.05 0 1 2 3 4 5 6 7 8 9 10 11 12 Hyd No. 1 Time(min) 26 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.v10 Tuesday,09!9/2014 Hyd. No. 2 Proposed Parking to Deming West Hydrograph type = Rational Peak discharge = 0.684 cfs Storm frequency = 100 yrs Time to peak = 7 min Time interval = 1 min Hyd. volume = 359 cuft Drainage area = 0.105 ac Runoff coeff. = 0.9 Intensity = 7.241 in/hr Tc by User = 7.00 min OF Curve = Connecticut IDF.idf Asc/Rec limb fact = 1/1.5 Proposed Parking to Deming West Q (cfs) Hyd. No. 2-- 100 Year Q (cfs) 1.00 1.00 0.90 0.90 0.80 0.80 0.70 0.70 0.60 0.60 0.50 0.50 0.40 0.40 0.30 0.30 0.20 0.20 0.10 0.10 0 2 4 6 8 10 12 14 16 18 Hyd No. 2 Time(min) r • 27 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2013 by Autodesk,Inc.v10 Tuesday,09/9/2014 Hyd. No. 5 Existing Drive to Deming Hydrograph type = Rational Peak discharge = 0.330 cfs Storm frequency = 100 yrs Time to peak = 5 min Time interval = 1 min Hyd. volume = 124 cuft Drainage area = 0.047 ac Runoff coeff. = 0.9 Intensity = 7.794 in/hr Tc by User = 5.00 min OF Curve = Connecticut IDF.idf Asc/Rec limb fact = 1/1.5 Existing Drive to Deming Q (cfs) Hyd. No. 5-- 100 Year Q (cfs) 0.50 0.50 0.45 0.45 0.40 0.40 0.35 0.35 0.30 0.30 0.25 0.25 0.20 0.20 0.15 0.15 04 0.10 0.10 0.05 40 0.05 0.00 - - - - -- - - 0.00 0 1 2 3 4 5 6 7 8 9 10 11 12 Hyd No. 5 Time(min) APPENDIX C (Drainage Area Maps) GROUND COVER RUNOFF COEFFICIENT p68 PAVED DRIVEWAY C.90 e LAWN 0.30 TOTAL VOLUME RUNOFF FROM EXISTING PAVED DRIVEWAY TO DEMING STREET � E STORM EVENT VOLUME(CUBIC FEET) {7 2 73 ri s 87 hp / 10 95 6�i 1i 25 10650 116 t43 iij�f3S NMN •� � $` !ee r 700 124 Lu a + LU g •r�lr' .ursk�l FFl o PAVED AREA TO OEMINO STREET a ARE SP.OR 0.017 ACRES.1N. 8 iC�S MINUTES r v zro wic,cu /' I h aq I � /vVtE'— • I e // I S 181 r a - j _ I I B•�7 •s� R f � �G ��/ �T•i✓c.�a • 9 I g�i e Y a GROUND COVER RUNOFF CRL�,(GENT6g Y PAVED DRIVEWAY oloo S E LAWN0.30 4 � p,3 TOTAL VOLUME RUNOFF FROM PROPOSED PAVED DRIVEWAY & PARKING LOT TO DEMING STREET E E m STORM EVENT (EAST (CUBIC FEEi"1 (W UMt F DE) (TOTAL) (CU&C FEEYI l (EAST SIDE) (WEST SIDE) (TOTAL) E $6F[+ss lea �R r"'�' / 2 64 202 288 too 245 345 10 1D9 270 379 �a�pp 4i�iJ�fj�a ` 25 122 3o6 428 50 133 335 468 e \ � V \ loo 142 359 S01 PAYED AREA TO MIND STREET A. A 4.589 S.F.OR A.ACRES (ro EDQ or AP W ENT) \ ; 5—RMECN MODEL SC-7W mFgC TO CHAMBERS \ e VOLUME RUNOFF TO DEMING STREET COMPARISON (ESTO PIT REQUIRED) eTORM FVFNt VOLUME(CUBIC FEET) vM(IMF(/91h VOI�E,(CU61C FEETI O z.a (EASING CONDITIONS) (PROPOSED CONDITIONS) (INCREASE) C.a TWE'C-L sc 2 73 288 213 Q F.L-193.5-31'HDPE 1 ° "u lP�..x 5 87 345 258 W (ro STIXtMECn CHAMBERS) I 10 95 379 284 •i I 150•SHALLOW CONcdiTMTED 18N A /, // le• t• 25 106 428 322 N s-aaw so 11s 468 352 Lu m (FlIOAI EDGE a PANP 100 124 s01 377 Q n mot, To_ND STRMM PROVIDE AT LEAST 377 CUBIC FEET OF SUBSURFACE UNDERGROUND STORAGE s STORMTECH MODEL SC-740 CHAMBERS HOLD 75 CUBIC FEET USE 5 CHAMBERS PAVED ARFA To—NO STREET(EAST ME) g b ` AREA-2X3 9.F.OR 0.054 ACRES WN,1ES 9Li FENCE B ^ ' F / — Yy �T l6 / LA k o, p - r sewez 1 G \�\•• � -- µ I � l le�ry � R / I (�1FC yy \ � I •8�.11 Rff* "� DA-2 APPENDIX D (Soil Data USDA NRC-S TEJT P1" T t' Test Pit Log Project: RE/MAX EDGE Test Pit ID: TP-1 Project No.: 3432 Location: At Pr. CB Property Location: 736 Deming Street Date: 9/12/2014 Inspector: Andrew Krar Approx. Time: Noon Excavator: Andy Kebalo Weather Sunny Equipment: Small backhoe Temperature: 70's Depth Feet Description 0 - 0.8 Grass, topsoil 0.8 - 6.0 Brown meduim dense fine sand, some m-f gravel, some silt * No groundwater observed * No evidence of mottling * Sidewalls of trench appeared relatively stable esign rof�ssion$�s 21 Jeffrey Drive - South Windsor, CT (860) 291- 8755 www.designprofessionalsinc.com StormTech SC-740 Chamber M Designed to meet the most stringent industry performance standards for superior structural integrity while providing designers StormTech® with a cost-effective method to save valuable land and protect Detention-Retention-Recharge water resources.The StormTech system is designed primarily to be used under parking lots thus maximizing land usage for Subsurface Stormwater Management' commercial and municipal applications. ACCEPTS 4"(100 mm) SCH 40 PIPE FOR OPTIONAL INSPECTION PORT 0 0 0 0 0 0 StormTech SC-740 Chamber (not to scale) Nominal Chamber Specifications u ea O Size(L x W x H) 85.4"x 51.0"x 30.0" o 0 o a o 0 o a (2170 x 1295 x 762 mm) Chamber Storage L J . 90 45.9 ft3 1.30 m3 8 24"(610 m DIA.MAX ( mm) ( ) (203 mm) m) SC-740 Chamber Minimum Installed Storage* SC-740 End Cap 74.9 ft3(2.12 m3) 85.4"(2170 mm)INSTALLED--� Weight 74.0 Ibs(33.6 kg) 31 Shipping (762 Tim) i 30 chambers/pallet ' l o a o 0 0 0 0 0 0 60 end caps/pallet ' lo a o 0 0 1 0 l o D t o U 0 12 pallets/truck �51.0"(1295 mm)- 1 Typical Cross THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE CHAMBERS SHALL MEETASTM F 2418-05"STANDARD THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED Section Detail BRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR WALL STORMWATER COLLECTION CHAMBERS." EARTH AND LIVE LOADS,WITH CONSIDERATION FOR (not to scale) IMPACTAND MULTIPLE VEHICLE PRESENCES. GRANULAR WELL GRADED SOIL/AGGREGATE 314-2"(19-50 mm)CLEAN,CRUSHED,ANGULAR STONE- MIXTURES,<35%FINES.COMPACT IN 6"(150 mm) LIFTS TO 95%STANDARD PROCTOR DENSITY.SEE SC-740 CHAMBER THE TABLE OF ACCEPTABLE FILL MATERIALS. ADS 601 GEOTEXTILE OR EQUAL PAVEMENT SC-740 END CAP _ _ FOR UNPAV ED INSTALLATION WHERE —I 11-1 I I_ RUTTING_ FROM VEHICLES MAY OCCUR, 18.. " (460 mm)(24p 96 I-111-11 INCREASE COVER TO24'(610MM) MAri X. 1-1II 6"(150 mm)MIN.MN. I-1 I I -1I1=1 i O Oo 30"(762 mm)SC-740 EdIIII III—II o 0 0 o DEPTHOFSTONE _lI O BE DETERMINED _lIl-4111 L1-1I1-11 i—i 1-11 I-11 i—lI1—III-1 11—I 1 1—I 1 I —lIl 1 i 1 I 1—I 1 I—III—III—II1 i 1- 6BY(1DESIGN ENGINEER* -1 — 1=1I1-1 11—II1-1I1—III—III—I 1 i=1 1=i 1I1-1 1—1 1=1I1=1I1=1 1 1-1 MET 11- 1 I II II 11 I;II I-11I I-1 1=III—I i 1=i i—I I 11-11 I I I 1 1i—ITi=1 i�=1 I I=I 11- DESIGN ENGINEER IS RESPONSIBLE FOR 51"(1295 mm)MIN. ENSURING THE REQUIRED BEARING CAPACITY 6"(150 mm)MIN. 12"MIN.(305 mm)TYR OF SUBGRADE SOILS' THIS CROSS SECTION DETAILS THE REQUIREMENTS NECESSARY TO SATISFY THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE MADE IN THE LLSA. DESIGN SPECIFICATIONS SECTION 12.12 FOR EARTH AND LIVE LOADS USING STORMTECH CHAMBERS SC-740 Cumulative Storage Volumes Per Chamber Storage Volume Per Chamber Assumes 40% Stone Porosity. Calculations are Based " Bare Chamber and Stone Upon a 6"(152 mm)Stone Base Under the Chambers. Chamber Stone Foundation Depth Storage _ in.(mm) P I! ft$(m$) 6(150) 12(305) 18(460) 1.a t - _ in System Chamber Storage' Cumulative ; StormTech SC-740 45.9(1.3) 74.9(2.1) _ 81.7(2.3) 88.4(2.5) ------ --._...-- ___...__........ ----.-..__._...----- Note:Storage volumes are in cubic feet per chamber,Assumes 40%porosity for the 42 1067 45.90 1.300 74.90 2.121 stone plus the chamber volume. 41 1041 45.90 1.300 73.77 2089' Amount of Stone Per Chamber --40 1016 Stone 45.90 1.300 72.64 2,057 r Stone Foundation Depth 39 991) _ _Cover 45.90 1.300 71.52(2.025) I - - _ 38 965- 45.90 1.300 70.39 1,993' LENGLISH TONS(CUBIC YARDS); 6" 12" 18" 37 9� 45,90 1,300 '69.26(1.961 StormTech SC-740 3.8(2.8 yd3) 4.6(3.3 yd3) 5.5(3.9 yd3) (914) 45.90 1.300 68.14 1.929 _ - -- -- -- - _-.- __----. 36 I METRIC KILOGRAMS(METERS) 150 mm 305 mm 460 mm 35 889 _ 45.85(1,298) 66.98(1,897) StormTechrmTech SC-740 3450(2.1 m3) ; 4170(2.5 m3) 4490(3.0 m3) 34 864 45.69 1.294 65.75 1,862 33(838) - 45.41 1.286 _ 64.46(1,825) Note:Assumes 6°(150 mm)of stone above,and between chambers, 32 813)_ _ 44.81 1.269 62.97 1.783 __ Volume of Excavation Per Chamber 31 787 44.01 1.246 61.36 1.737 30 762 43.06 1.219 59.66 1.689 _ Stone Foundation Depth 29_(737) _4198(1 183 57,89(1.6399 � 8"(150 mm) 12"(305 min) 18"(460 mmj ----- -- ---- 28� � 40.80 1.155 56.05(1:587 StormTech SC-740 5.5(4.2) 6.2(4.7) - 6.8(5.2) 711 27 686 39.54 1.120 54.17 1.534 Note:Volumes are in cubic yards(cubic meters)per chamber.Assumes 6"(150 mm) 26_L660) 38.18L.L j _52.23(1.479 _ of separation between chamber rows and 18"(460 mm)of cover, The volume of _-25 j(Mj __ 36.74A1.040) _ 50.23_{1.422Z- excavation will vary as the depth of the cover increases. 24(610) 35.22 0.977 48.19 1.365 J 23 584 33.64 0.953 46.11 1.306 - -� - ---- --- A-__-)_- ---- �-).-- STANDARD LIMITED WARRANTY OF STORMTECH LLC("STORMTECH"):PRODUCTS 22(559� 31.9�.99 44.00(1.246) - (A) This Limited Warranty applies solely to the StormTech chambers and endplates manufactured 21(533,) 30.29(0.858) 41,85 1.185 by StormTech and sold to the original purchaser(the'Purchaser).The chambers and endplates 20(508) _ 28.54 0.808 .123L 39.67(1 _ are collectively referred to as the"Products." -- --- (l3) The structural integrity of the Products,when:instal led strictly in accordance with StormTech'a 19 483 - 26.7�0.757 37.47(1 Ml) written installation instructions at the time of installation,are warranted to the Purchaser against 18 457 24.89 0.705 35.23 0.997' defective materials and workmanship for one(1)year from the date of purchase.Should a de- fect appear in the Limited Warranty period,the Purchaser shall provide StormTech with written 17 432 23.00 0.651 32.96 0.939, notice of the alleged defect at StormTech's corporate headquarters within ten(10)days of the discovery of the defect.The notice shall describe the alleged defect in reasonable detail. 16(406) 1 21 O6(0,5964 30.68(0.869 StormTech agrees to supply replacements for those Products determined by StormTech to be 15//381 19 09//0.541 28.36 0.803`` defective and covered by this Limited Warranty.The supply of replacement products is the sole _-_ l4_L __- S _-� __. -1__-L_-` remedy of the Purchaser for breaches of this Limited Warranty.StormTech's liability specifically 14 356 _17.08 0.484' 26.03 0.737; excludes the cost of removal and/or installation of the Products. 13((330 15,04 0.4Z611 23.68 0.670 (G) THIS LIMITED WARRANTY IS EXCLUSIVE.THERE ARE NO OTHER WARRANTIES WITH � -_�--L-. �- - RESPECT TO THE PRODUCTS,INCLUDING NO IMPLIED WARRANTIES OF j 2_(305) _- 12,97 0.367) 2j,3j j0.608) MERCHANT ABILITY OR OF FITNESS FOR A PARTICULAR PURPOSE. 11 279 10.87 0.309 18.92 0.535 (D) This Limited Warranty only applies to the Products when the Products are Installed in a single layer. UNDER NO CIRCUMSTANCES,SHALL THE PRODUCTS BE INSTALLED IN A 10 254 8.74 0.247 16.51 0.468 MULTI-LAYER CONFIGURATION. 9 229 6.58 0.186 14.09 0.399 (E) No representative of StormTech has the authority to change this Limited Warranty in any manner _L_t-_ -----__- or to extend this Limited Warranty.This Limited Warranty does not apply to any person other than 8 203 4.41 0,125 11.66 0,330' to the Purchaser. __ 7(178) 2,21 0.063' _9.21{0,2641_ (F) Under no circumstances shall StormTech be liable to the Purchaser or to any third party for prod- _- uct liability claims;claims arising from the design,shipment,or installation of the Products,or O - 6.76(0.191) the cost of other goods or services related to the purchase and installation of the Products.For --- this Limited Warranty to apply,the Products must be Installed in accordance with all site condi- 5 0 5.63 0.160 tions required by state and local codes:all other applicable laws;and StormTech's written in- 4 002) Stone Foundation 0 4.51 0.125 stallation instructions. 3 76 0 3.36 0.095 (G) THE LIMnED WARRANTY DOES NOT EXTEND TO INCIDENTAL,CONSEQUENTIAL,SPE- -__- _ _ � � CIAL OR INDIRECT DAMAGES.STORMTECH SHALL NOT BE LIABLE FOR PENALTIES OR 2 51 O 2.25 0.064 LIQUIDATED DAMAGES,INCLUDING LOSS OF PRODUCTION AND PROFITS;LABOR AND -- - -- -- �� MATERIALS;OVERHEAD COSTS;OR OTHER LOSS OR EXPENSE INCURRED BY THE 1(25) 21 .13(0.032) t PURCHASER OR ANY THIRD PARTY.SPECIFICALLY'EXCLUDED FROM LIMITED WAR- - --___--- - .- _f PANTY COVERAGE ARE DAMAGE TO THE PRODUCTS ARISING FROM ORDINARY WEAR Note:Add 1.13 cu.ft.(0.032 m 3)of storage for each additional AND TEAR;ALTERATION,ACCIDENT,MISUSE,ABUSE OR NEGLECT;THE PRODUCTS BEING SUBJECTED TO VEHICLE TRAFFIC OR OTHER CONDITIONS WHICH ARE NOT inch(25 mm)of stone foundation. PERMITTED BY STORMTECH%WRITTEN SPECIFICATIONS OR INSTALLATION INSTRUC- TIONS;FAILURE TO MAINTAIN THE MINIMUM GROUND COVERS SET FORTH IN THE INSTALLATION-INSTRUCTIONS;THE PLACEMENT OF IMPROPER MATERIALS INTO THE PRODUCT'S;FAILURE OF THE PRODUCTS DUE TO IMPROPER SITING OR IMPROPER SIZING;OR ANY OTHER EVENT NOT CAUSED BY STORMTECH.THIS LIMITED WAR- RANTY REPRESENTS STORMTECH'S SOLE LIABILITY TO THE PURCHASER FOR CLAIMS RELATED TO THE PRODUCTS,WHETHER THE CLAIM IS BASED UPON CON- TRACT,TORT,OR OTHER LEGAL THEORY. 20 Beaver Road,Suite 104 Wethersfield I Connecticut 06109 860.529.8188 1888.892.2694 fax 866.328.8401 fax 860-529-8040' www.stormtech.com Printed in U.S.A. ©Copyright.All rights reserved.StormTech LLC,2007 Printed on recycled paper �5 S16-090508 PLANNING DEPARMENT DATE: 9/26/14 IN-HOUSE REFERRAL FORM TO: Matt Galligan, Fred Shaw, Michael Gantick, Walter Summers, Jeff Doolittle Ray Favreau, Mark Owens, Chris Dougan, Sherry McGann, Ron Asselin, John Caldwell, Dennis Sheridan, Glen Buonanducci FROM: Michele Lipe, AICP, Director of Planning The Planning&Engineering Departments have received plans for the following projects: Appl 14-49P, RE/MAX EDGE Office Location: 736 Deming Street ® Site Plan ❑ Subdivision No. Acres 1+ Zone RR ❑ Industrial ® Commercial ❑ Residential No. Lots/Units Water: ❑Public ❑ Private Well Sewerage:g ® Public ❑ Septic System Project Description: Covert house into real estate office 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 10/8/14 and return to the Planning Department. Page 1 of 1 Zarambo, Lauren L. From: Shaw, Fred Sent: Tuesday, September 30, 2014 8:38 AM To: Zarambo, Lauren L. Subject: RE: In House Referral for Professional Office WPCA approval would be required; I plan to put this application on the October 7, 2014 Agenda. From: Zarambo, Lauren L. Sent: Monday, September 29, 2014 4:32 PM To: Asselin, Ronald; Buonanducci, Glenn; Caldwell,John; Doolittle, Jeffrey; Dougan, Christopher; Favreau, Raymond; Galligan, Matthew; Gantick, Michael; McGann, Sherry; Owens, Mark; Shaw, Fred; Cofrancesco, Andrea; Summers, Walter Subject: In House Referral for Professional Office Please find attached In House Referral Form for Appl 14-49P, RE/MAX EDGE, 736 Deming Street. Please forward any comments or questions to the Planning Department. Thank you, Lauren L Zarambo Planning Department Secretary Town of South Windsor 1540 Sullivan Avenue South Windsor,CT o6074 86o.644.25u ext 253 9/30/2014 4�WN Sf4 ' 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 �OsOR-CO TELEPHONE (860) 644-2511 September 30,2014 CERTIFIED MAIL 70111570 0000 63371044 Town Clerk Town of Manchester 41 Center Street Manchester, CT 06040 Dear Mr. Camposeo: Re: Notice to Adjoining Municipalities In accordance with Connecticut General Statutes concerning notification to municipalities regarding Planning &Zoning Commission applications that could affect the abutting town, we hereby notify you of the application submitted by RE/MAX EDGE. Appl. 14-49P, RE/MAX-Edge Professional Office Building—request for a special exception to Section 5.3 (Office Conversion Overlay)for conversion of the existing house into professional offices, on property located at 736 Deming Street, RR zone This application is tentatively scheduled to be heard by the Planning & Zoning Commission on October 14, 2014 at 7:30 p.m. in the Council Chambers of the South Windsor Town Hall. If you have any question, please feel free to contact the Planning Department at 860-644-2511, ext. 253. Very truly yo , Michele R. Lipe,AICP Director of Planning MRL/llz SoW N Sf4 oO W I ` V/ S_V I l/d O 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 0 c° TELEPHONE (860) 644 2511 October 1, 2014 Andrew Krar Design Professionals, Inc. 21 Jeffrey Drive P.O. Box 1167 South Windsor, CT 06074 Dear Mr. Krar: Re: Appl. 14-49P, RE/MAX Edge Professional Office Building - request for a special exception to Section 5.3 (Office Conversion Overlay) for conversion of the existing house into professional offices, on property located at 736 Deming Street, RR zone Please be advised that the Public Hearing of the Planning & Zoning Commission in the above referenced matter has been scheduled for Tuesday, October 14, 2014 at 7:30 PM in the Council Chambers of the South Windsor Town Hall, 1540 Sullivan Avenue. Someone must be present at the hearing to represent the application. One sign advertising the hearing must be posted on the property for ten (10) consecutive days prior to the hearing and must be clearly visible from a town street. A sign must be posted on Deming Street by Friday, October 3, 2014. Signs can be obtained in. the Planning Department, Monday through Friday, 8:00 a.m. - 4:30 p.m. If you have any questions regarding this letter, please call 860-644- 2511, Ext 253. Sincerely, Lauren Zarambo Administrative Secretary South Windsor Planning Department Memo To: Andy Krar. PE From: Michele R. Lipe,AICP Director of Planning Date: 10/2/2014 Re: Application#14-49P, REMAX/EDGE Professional office Planning Department Review Comments 1. Zoning data table for the lot frontage should reflect variance information granting the reduced frontage(Attorney Cummings has the information) 2. Any new lighting must be shown on the plans and an isometric drawing demonstrating light levels. Staff would recommend that some lighting be added to the rear parking area for safety of employees and customers. 3. Is there a dumpster proposed? The owner will be responsible to provide for commercial refuse pickup. 4. The regulations require a 10 buffer strip along the property boundary. How is this requirement being met? 5. The new tree line should be accurately reflected on the plans. 6. Is it the applicant's intent to use the existing garage? If not, staff would recommend that part of the driveway be turned into a grassed area. 7. The applicant should coordinate with the Building Department and Fire Marshall Office regarding any code requirements that may be applicable resulting from the change of use from residential to commercial. t • Page 1 P.O.BOX 1167 425 SULLIVAN AVENUE LSOUTH H N E:86 CT .8755 6074 PHONE:860.291.8755 FAX 860.291.8757 -I lie wwwAssignprofessionaWnacom CIVIL&TRAFFIC ENGINEERS!PLANNERS/SURVEYORS/GIS ANALYSTS/LANDSCAPE ARCHITECTS �L�&Rhoda old • October 2,2014 RE: RE/MAX EDGE Planning&Zoning Application 736 Deming Street Dear Town of South Windsor: In accordance with the Rules&Regulations of the South Windsor Planning&Zoning Commission,you are hereby notified that an application has been filed on the • property located at 736 Deming Street,abutting your property,and is subject to a hearing by the Planning&Zoning Commission. The application and plans are on file with the South Windsor Planning Department. As an abutting property owner,you are invited to the hearing(s) to ask questions and/or give comments,however,you are not required to attend. You may also submit written comments regarding the application prior to the meeting,if you so desire. For further information regarding the specific date this application will be heard,please contact Michele Lipe,AICP,Town Planner,at the South Windsor Planning Department at 860-644-2511,ext. 252. If you have any questions regarding the specifics of the plans,please feel free to contact our office at 860-291-8755. Thankyou. Sincerely, DESIGN PROFESSIONALS, INC. Andrew Krar, P.E., LEED AP r IR!E-C E I V ED Cc: Town of South Windsor Client OCT 0 "r'`1 14 SOUTH WINDSOR PLANNING DEPT. Name and Address of Sender Check type of mail or service: j Affix Stamp Here %. MAY EDG G- certificate as a �i� i r J Certified ❑ Recorded Delivery(International) certificate of mailing, )73� ���j,�'�h COD C Registered or for additional ,/`, 7 BOX 1 I7 Delivery Confirmation El Return Receipt for Merchandise copies of this bill) , S PDSTacE — ❑ Express Mail CI Signature Confirmation Postmark and `3CLUliv��SOr G 0(�0`lu ❑ Insured Date of Receipt _ V3) SOUTH 60DS 1. -- - - --- - te- ( ) -- - - - -- Charge if I ,. OCAM�UNTj4 Article Number Addressee Name,Street,C" State,&ZIP Code Postage Fee S V C 2Y r -- y.,� f-t UNITED SERVICE `S r S I f e�/l L��STfi�A' ,s` `11 1hJ 1 SO�l/11 Yl cr OTO(,0�'� "/000 1 1695-16 2. _. 3. I - - - -- - - ----- - I 5.-- - -- - 6. �6 C`�4 Z��-V- ----- 7 - -- - -- --- ------ ------ - - -- - --�--�-4-�� ail s. Total Number of Pieces Total Num 'eces Postmaster,Per(Name of receiving emplo ee Listed by Sender Rec at Post 0 See Privacy Act Statement on Reverse PS Form 3877,February)W 2 Pa omplete b p writer,Ink,or Ball Point Pen Name eknd Address of Sender Check type of mail or service: Affix Stamp Here rr AA/� (If issued as a �E NA4 E _E (� f] Certified -) Recorded Delivery(International) certificate of mailing, 1-1 fA �� IGQ7 I I COD -1 Registered or for additional C) ` ❑ Delivery Confirmation ❑ Return Receipt for Merchandise copies of this bill) 0Lom W.[i—nkor,� ,0W-7"1 I L_] Express Mail Signature Confirmation Postmark and -- ----- - --- t . ------- L�_Insured Date of Recent- -- Article Number Addressee(Name,Street,City,State,&ZIP Code) Postage Fee Handling Actual Value Insured Due Sender DC SC SH RD RR Charge if Registered if COD Fee Fee Fee Fee Fee — — ---- - --- 59 lv;i-s Sa I4-V\W h&or OY C*0"1 q 2. �4nol- 0,q 11�Nel�,��i vic) Si-re� 3. 7 a1 Dem l StreeA So� W►Air-,U' 0(.PO'7q -- --------- - % S40 S501'%vOLYI A-velluk, Jo L\�- VV wld So r,CT OW-7 LIWI 5 67 S tmet CTouo9b ��Van ✓ 6. y rho -- y, SO iet-\1N o►-a or, CT 7.--- -- --- - - - - -- &WV1 - � 8. �t� Sr.q h C1�e,w►a- I-- ----_ - s-5 S+ nW(a St- -*q Total Number of Pieces Total Number of Pieces Postmaster,Per(Name of receiving em ee Listed by Sender Received at Post Office See Privacy Act Statement on Reverse PS Form 3877,February 2002(Page 1 of 2) Complete by Typewriter,Ink,or Ball Point Pen Name and Address of Sender Check type of mail or service: Affix Stamp Here n(�,—� tin AO (If issued as a V— I i� ED61L I Certified L7 Recorded Delivery(International) certificate of mailing, `pn [I COD ❑ Registered or for additional D Ox ❑ Delivery Confirmation I[ Return Receipt for Merchandise copies of this bill) r O'-n� I.l Express Mail Signature Confirmation Postmark and --%oA-h_1NiV1 _SQ -1X-' - — -- Insured ---- - - _.__. - Date of Receipt - - -- Article Number Addressee(Name,Street,Cty State,&ZIP Code) Postage Fee Handling Actual Value Insured Due Sender DC SC SH RD RR Charge if Registered Value if COD Fee Fee Fee Fee Fee Frank 1.Maki n - - - (0450 De nn A VChtA 2 - -- -- - - -- 1�91ai-1aal .--Rein—--- -- - - -- ---- -- - - -- -- U S S1�,a,r'eS L¢ne Sow, Vv;�dSor, Q)r OL001q 3 C -h= kr VZ"ir,aUSVct;S -- — — — 4-1 Shares 4. — — -- i�on�� � i�c huaS 4 9 a.reS Sov-+h M vicISor_t CI.T 0&0-1`� 5• DZhni`i 1 0. 51 Shares La,4-\e.- 'I Sou ) Wi 8SortCT 0(00�77 53 Shc�re� La.�e ' SotnWi�clSor�CT adE - L 7 -- ?off n-3. o raS�i -- I - - -- �sw�U�vit►ds I I 8. ,0 V — Sh vcv'eS So t,JM r YrlSnrt O(QO"� -I Total Number of Pieces Total Number of Pieces Postmaster,Per(Name of r ei employee) Listed by Sender Received at Post Office See Privacy Act Statement on Reverse PS Form 3877,February 2002(Page 1 of 2) Complete by Typewriter,Ink,or Ball Point Pen Name and Address of Sender Check type of mail or service: Affix Stamp Here issued C i Certified ❑ certificate Recorded Delivery(International) certificatecate of of mailing, P® box(pg-'L II COD II Registered or for additional ,�t � I ] Delivery Confirmation ❑ Return Receipt for Merchandise copies of this bill) ;�1 ❑ Express Mail 7 Signature Confirmation Postmark and r P �� _ _ei t Sty t'��_�t-tom C- �-��--'j_ —�,Q_ _� [I Insured Date of Rec P Article Number Addressee(Name,Street,City,State,&ZIP Code) Postage Fee Handling Actual Value Insured Due Sender DC�SC SH RD RR Charge if Registered Value if COD Fee Fee Fee Fee Fee X1 �1 NafeS Lox,e. i�R, Sov�rh-wtrasor,C�' oc,���l 'f� aq Shares L -Ae_ So��-1nr,hdsor, Cf bCQo7� 3. Dav►d M rpm SILO+ ha - - -- - - ---- - - —- --- 31 S reS!LaAE SoLA�, tiilirdSor ,CT OWA 4• ckYl j d 0. ' ► 1�1 YLq - 3 Shares SOuAyhdsor C.�, " oti 1'h Wr - , L r 5. o�ar~►eS N1eis�er,Tr('Xstee✓ S 5►)O_ es Lw-\Q- ---------------------- - --------- 6. Shares Lame, 0 u+in W,►^d Sorry CT Ot�7 -_ 7. -Th®masLorraihe riso�, --- "ri ru� �4eeS s. Saara-h P, noji- l to SkC re'f LaA-\.0 Lill o u�#�1^VU hd Stir �0(Q07� - --- - - -- --- — ------- -------- - ---- ---- —- Total Number of Pieces Total Number of Pieces Postmaster,Per(Name of recr' mployee)' Listed by Sender Received at Post Office See Privacy Act Statement on Reverse PS Form 3877,February 2002(Page 1 of 2) plete by Typewriter,Ink,or Ball Point Pen Name and Address of Sender Check type of mail or service: Affix Stamp Here s f^� r (If issued as a FAY ED6 t 1I Certified L 1 Recorded Delivery(International) certificate of mailing, { 0 El j � I 1 COD I I Registered or for additional Y sj �p 2 _] Delivery Confirmation [J Return Receipt for Merchandise copies of this bill) i®l c� Express Mail ❑ Signature Confirmation Postmark and En,dSor V n�- o(pu, I-] Insured _ Date of Receipt Article Number Addressee(Name,Street,City,State,&ZIP Code) Postage Fee Handling Actual Value Insured Due Sender DC SC SH RD RCity, Charge if Registered Value if COD Fee Fee Fee Fee Fee 2. KrjSfIY�Q Ta Mitlerd_ ---- Il.e Qno.r6 Lane. SoU,-"h W-,ndSor CJ0(o0_7q_ 3 VVC& c3 � --ium SS06 S & CxeW4iVe Drlve,_ �C�rYl I v��}On 3 � Otp032 4. U eq LLC. - - -- a) -F►4-4s arK CA rde, $� 05C(n$oI �1�`3to em i r� Si'rect F a1 Shares Lame v r.dSar_CT Cleo-7q 8. 4�airi ck ---- � So u�,�4v rdsor 1'T ot�S►'� - I Total Number of Pieces Total Number of Pieces Postmaster,Per(Name of receiving employee) Listed by Sender Received at Post Office See Privacy Act Statement on Reverse PS Form 3877,February 2002(Page 1 of 2) Confplete by Typewriter,Ink,or Ball Point Pen I Page 1 of 2 Lipe, Michele From: Buonanducci, Glenn Sent: Tuesday, October 07, 2014 4:24 PM To: Lipe, Michele Subject: RE: In House Referral for Professional Office Excellent. Thank you. SGT. Buonanducci 156 This transmission is intended for the sole use of the individual or entity to whom it is addressed,and may contain information that is for official use only,law enforcement sensitive,privileged,confidential and/or exempt from disclosure under applicable law.You are hereby notified that any dissemination;distribution or duplication of this transmission by someone other than the intended addressee or its designated agent is strictly prohibited, If your receipt of this transmission is in error,please reply to the sender of this transmission. From: Lipe, Michele Sent: Tuesday, October 07, 2014 4:24 PM To: Buonanducci, Glenn Subject: FW: In House Referral for Professional Office Glen, wanted to let you know that the proposal includes a parking area behind the existing house and widening the driveway to be a commercial drive. No one should be backing out onto Deming Street. Thanks, Michele. Michele k Lipe, AICP Director of Planning Town of South Windsor South Windsor, CT 06074 (860) 644-2511, ext. 252 From: Zarambo, Lauren L. Sent: Friday, October 03, 2014 2:45 PM To: Buonanducci, Glenn Cc: Lipe, Michele Subject: RE: In House Referral for Professional Office We have recorded your comments. Thank you! Lauren L Zarambo Planning Department Secretary Town of South Windsor 1540 Sullivan Avenue South Windsor, CT o6074 86o.644.25ii ext 253 From: Buonanducci, Glenn 10/7/2014 1540 Sullivan Ave. South Windsor, CT 06074 TOWN OF • • Phone: (860)644-2511 ext. 248 HEALTH DEPARTMENTFax: (860) 644-7280 NENO TO: Michele Lipe, Town Planner FROM: Sherry McGann, Environmental Health Officer DATE: October 6, 2014 RE: Appl.14-49P, RE/MAX EDGE Office, 736 Deming Street According to the Health Department records this property is served by a private well. Therefore the following information must be provided: • CT Department of Public Health - Public Water System Screening Form must be completed and submitted to the Health Department (see attached). • A sample of the well water must be collected and analyzed by a Connecticut Department of Public Health Certified Laboratory for total coliform, nitrate, nitrite, sodium, chloride, iron, manganese, hardness, turbidity, pH, sulfate, apparent color and odor. The results are to be submitted to the Local Health Department for approval. STATE OF CONNECTICUT DEPARTMENT OF PUBLIC HEALTH PUBLIC WATER SYSTEM SCREENING FORM Instructions Connecticut General Statutes (CGS) §16-262m(a), defines a water company as: "As used in this section and section 8-25a, "water company" means a corporation, company, association, joint stock association, partnership, municipality, other entity or person, or lessee thereof, owning, leasing, maintaining, operating, managing or controlling any pond, lake, reservoir, stream, well or distributing plant or system employed for the purpose of supplying water to fifteen or more service connections or twenty-five or more persons on a regular basis." Such proposed water companies must obtain a Certificate of Public Convenience and Necessity (CPCN) prior to any construction of the water system. CGS § 8-25a requires that: "No proposal for a development using water supplied by a company incorporated on or after October 1, 1984, shall be approved by a planning commission or combined planning and zoning commission unless such company has been issued a certificate pursuant to section 16-262m. The municipality in which the planning commission or combined planning and zoning commission is located shall be responsible for the operation of any water company created without a certificate after October 1, 1984." The Regulations of Connecticut State Agencies (RSCA) § 19-13-13102(a)(65) defines a Public Water System as .,any water company supplying water to 15 or more consumers or 25 or more persons, based on the 'Design Population" as defined in section 16-262m-8(a)(3) of the Regulations of Connecticut State Agencies, jointly administered by the department and the Public Utilities Regulatory Authority, daily at least 60 days of the year that does not meet all of the following conditions: (A) Consists only of distribution and storage facilities; (B) Does not have any treatment facilities, other than those for non-potable use; (C) Obtains all of its water from, but is not owned or operated by, a public water system; (D) Does not separately bill the consumers for water use or consumption; and (E) Is not a carrier which conveys passengers in interstate commerce;" This form is used to determine if a proposed project or a change in operation at an existing facility will result in the creation of a new water company or public water system or change the status of an existing public water system. Section 1 —Basic Information • Project Type: Mark appropriate box indicating the type project. Proposed Development: New construction or development that will serve drinking water to the public; Conversion of Existing Structure/Property: The change in use of an existing structure and/or property resulting in drinking water being served to the public; Unclassified Facility Currently in Operation: Previously unclassified water system that is currently in operation and is providing drinking water to the public; PWS Classification Review: Request for Department review of a public water system (PWS) where the operational status or population being served has changed. • Anticipated Start Date: For proposed developments and conversions, the anticipated date that the proposed water system will begin serving drinking water to the public. • Name of Facility: Name of proposed facility or existing public drinking water system. This will be used to identify the facility in correspondence from this office. • PWS ID#: If known, provide the PWS identification number for this facility. • Proposed/Current Maximum daily population served: The proposed or current maximum number of persons to have water made available to them on a daily basis. • Proposed/Current Building Capacity: The maximum number of individuals allowed by the occupancy permit. • Customer of a water company? Indicate if this facility is or will be a customer of a water company. (It is not a customer of a water company if the facility is served exclusively by an on-site well) DPH-PWS-SCREEN-INST Page 1 of 3 Rev. 10/09/2013 • Property Address: The physical location of the existing or proposed facility. • Number of service connections: The number of independent structures or housing units that are proposed. Separate the total number and indicate in the appropriate space how many of each type of connection. • "Residential" refers to housing facilities (homes, apartments, condos—permanent living quarters) • "Non-Res" may refer to businesses, schools, day care facilities, food service establishments, offices, etc. (i.e. anything that is not residential). • Proposed/Current Daycare Capacity: The existing or proposed licensed daycare capacity. For more information, refer to the DPH Child Day Care Licensing program: http:/Iwww.ct.govlcl daycare. • Number of days per year facility is/will be operational: The total number of days that drinking water is or is anticipated to be made available to the public during a calendar year(days do not need to be consecutive). • Description of Project: Provide a brief description of the project or a reason for requesting a PWS classification review.Attach additional pages to the form if necessary. Section 2—Facility Information • Will or does the facility supply water for domestic use to its customers,visitors and/or members?: Water for domestic use is considered the availability of restrooms, hand washing, sink access, drinking fountains, etc. • Will or do at least 25 persons (including employees, customers, parishioners, visitors, etc. but not necessarily the same persons)visit the facilities/business supplied by the water system daily at 60 days out of the year?: Use the total number of persons at the facilities/businesses in any capacity (i.e. visiting, working, etc.)when determining. The 60 days a year do not need to be consecutive. • Number of same persons (i.e. employees, students, but not residents) that will or do regularly use the facility on a daily basis for at least six months a year: Total number of persons regularly using the facilities for at least six months a year, six months does not need to be consecutive (i.e. employees, students, etc.). • Number of persons whose primary residence is or will be supplied by the facility based on design population: Calculate and provide the total residential population that is or will be served by the facility. RCSA§ 16-262m-8(a)(3) defines design population as "the estimated number of people per service connection, calculated as follows, unless specific circumstances dictate otherwise: Type of service Design Population Per Service Connection Single family dwelling 4 Over 3 bedrooms add 1 person per additional bedroom Multi-dwelling (i.e. apartments, elderly housing, duplexes, townhouses and residential condominiums) One bedroom unit 2 Two bedroom unit 3 Three bedroom unit 4 (over 3 bedrooms add 1 person per additional bedroom) Mobile Homes or Trailers 2.5 Convalescent Homes Use Number of Beds All other components described in 16-262m-1 (a) Use Estimated Population" • Facility annual operating period (begin/end dates of operation): The dates between which the water system is physically operating on an annual basis. If the well water system is not physically disconnected at some point during the year, it is considered year round. • Type of Facilities (check all that apply): Check all types that apply. If not found on the list, check 'other' and specify in the space provided. Section 3—Property Owner Contact Information This section contains the contact information for the owner of the property that is the subject of the project. This contact must be the current owner of the property and will receive all correspondence related to the project. Failure to provide complete and accurate contact information may result in delays during project review. DPH-PWS-SCREEN-INST Page 2 of 3 Rev. 10/09/2013 The Drinking Water Section (DWS) requires each public water system to identify one entity that has the legal authority to act on behalf of the water system. This entity may be an individual, property owner, sole proprietor, partnership, limited partnership, corporation, LLC, or government entity but not a tenant who has no ownership or legal rights to the public water system or water company. In all cases, the DWS requires that an individual person be named to represent the organization. This contact will receive all general and legal correspondence from the DPH. In addition, the DWS is requesting that all contacts maintain an active email address on file with the Department to improve messaging and communication, especially in the event of an emergency. Section 4—Certification Statement Please read the certification statement provided and sign and date in the spaces provided. Signatures must be that of the property owner or legal contact for the water system. Print your name in the space provided below `signature'. Please submit completed forms and all Supporting Documents to: DWDCompliance ct.gov or Department of Public Health Drinking Water Section 410 Capitol Avenue, MS#51WAT P.O. Box 340308 Hartford, CT 06134-0308 DPH-PWS-SCREEN-INST Page 3 of 3 Rev. 10/09/2013 STATE OF CONNECTICUT DEPARTMENT OF PUBLIC HEALTH PUBLIC WATER SYSTEM SCREENING FORM Pursuant to CGS Sections 16-262m &8-25a and RCSA Section 19-13-B102 Section 1: Basic Information Project Type: ❑ Conversion of Existing Structure/Property ❑ Proposed Development ❑ Unclassified Facility Currently in Operation ❑ PWS Classification Review Anticipated Start Date: Name of Facility Proposed/Current Proposed/Current Customer of a Maximum Daily Building Capacity water company? PWS ID # Population Served ❑ Yes ❑ No Property Address Number of Service Proposed/current Number of days per Connections: year facility is/will be ......................._............................................................................daycare capacity: City State ZIP Code Residential: Non-Res operational: Description of Project(Attach additional pages if necessary): Section 2: Facility Information Will or does the facility supply water for domestic use to its customers, visitors and/or members?: ❑ Yes ❑ No domestic use is considered restrooms, hand washing, sinks, drinking fountains, etc. Will or do at least 25 persons (including employees, customers, parishioners, visitors, etc. but not necessarily the same persons)visit the facilities/businesses supplied by the waters stem daily at least 60 days out of the ear? ❑Yes ❑ No Number of same persons (i.e. employees, students, but not residents)that will or do regularly use the facility on a daily basis for at least six months a year: Number of persons whose primary residence is or will be supplied by the facility based on design population: Facility annual operating period (begin/end dates of operation): From (month/day)to (month/day) Type of Facilities (Check all that apply) ❑Residential ❑School ❑Food Service ❑Day Care ❑Campground ❑Medical/Dental ❑Professional Office ❑Youth Camp ❑Gas Station ❑Retail ❑Manufacturing ❑Place of Worship ❑Park/Recreation Area ❑Other-specify: Section 3: Property Owner Contact Information Name Legal Contact Person(if owner is not an individual) Mailing Address City State ZIP Code Telephone Fax Emergency Phone E-mail Address Section 4: Certification Statement I certify to the best of my knowledge that the information provided in this application is complete and correct. I understand that the information I provide will be used by the Department of Public Health, Drinking Water Section to determine if a proposed project or existing facility will be or is considered a water company and a public water system and to also determine the most appropriate steps for initiating the regulatory process. Signature of Property Owner/Legal Contact: Date: Printed Name of Property Owner/Legal Contact: FOROMUSEONLY CPCN ❑Yee ONO... Conversion. ❑Yes ONO Reactivation of former PWS; ❑Yes No New Water System (currently in operation). ❑Yes ❑No PWS Classification Review: ';❑Yes ❑No` System Classification: ❑C ❑NTNC ❑TNC ❑NP Date of determination: DWS Project#; DPH-PWS-SCREEN Page 1 of 1 Rev. 10/17/2013 P.O.BOX 1167 425 SULLIVAN AVENUE awmn SOUTH WINDSOR,CT 06074 PHONE:860.291.8755 FAX:860.291.8757 www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS/ GIS ANALYSTS / LANDSCAPE ARCHITECTS .5eru✓ng Connecticut, Massachusetts, *Rhode is/and • • • LETTER OF TRANSMITTAL To: Michele R. Lipe,AICP Date: 10/7/2014 DPI Project No. 3432 Town Planner Re: 736 Deming Street South Windsor, CT 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 7 10/14/14 Revised Site Development Plans 10 Narrative : • These are transmitted as checked below: : ❑ ForApproval ❑ No exceptions taken ❑ Resubmit copies for approval • ❑ For your use ❑ Make corrections • El 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: : RECEIVED : 'T 0 E' 2014 : SOUTH WINDSOR PLANNING DEPT. SIGNED: CC: Andrew Krar, P.E., LEED AP 6 MEMORANDUM To: Michele Lipe, Town Planner From: Jeffrey Doolittle, Town Engineer Date: 10/10/14 RE: Application 14-49P— RE/Max Edge Site Plan 736 Deming St Engineering has reviewed the plan for the above application and has the following comments: 1. The dumpster pad would have to be moved to construct the reserve parking spaces and the reserve space in the south west corner would be very tight. The dumpster pad should be shown and built in a location where it does not interfere with future expansion of the parking area. Reserve parking spaces should be shown so they can easily be paved and can be used as part of the parking area. 2. The storm water drainage system should be flipped so the proposed catch basin is in or next to the paved parking lot and the infiltration chambers run south under the lawn. This would make it easier for water to get to the catch basin in the winter and allow the parking lot to drain better. 3. 1 did not see the calculations for sizing the subsurface storm water infiltration system in the drainage report. These need to be submitted. 4. the detail for the dumpster pad should show an 8 inch thick reinforced concrete slab. Please contact me if you have any questions. 1 Appl #14-49P, REMAX/EDGE Professional Office Public Hearing 10-14-14 Planning Department Report 1. Request for a Special Exception to section 5.3, Office Conversion Overlay, and site plan approval for the conversion of an existing home to professional offices at 736 Deming Street, RR zone. The applicant intends to use the offices for real estate office. 2. The Office Conversion Overlay regulation allows for the conversions of existing structures in residential zones to professional offices and to facilitate the preservation of historic structures, where deemed appropriate by the Planning and Zoning Commission, taking into consideration such factors as proximity to commercial uses or zones, traffic volumes, amount of commercial traffic, and the suitability of the land for office conversion. Such uses will be allowed only when the Commission has determined that: • traffic impacts will not be detrimental to the residential character of the neighborhood; • there will be minimal adverse effects on existing residential uses in the area; • surrounding property values will be conserved and the character of the neighborhood will not be unduly disrupted; • impacts will not be detrimental to the capacity of present and proposed utilities, streets, drainage systems, sidewalks, and other infrastructure; • the land is physically suited to the proposed use and minimal adverse environmental impacts are created 3. The specific criteria for office conversions include: • The building shall have been constructed at least 50 years prior to the date of application for approval, or 1964. This house was 1963 • The lot has an area of not less than 30,000 square feet. • The lot has frontage of not less than 150 feet; this lot was created by variance • An adequate line of sight entering and exiting the site is provided • Side and rear yards shall contain landscaped buffers of ten feet in width. • Maximum impervious coverage shall be 40%. 1 3. The applicant has submitted a narrative for the business. The specific hours and days of the week that the business was mentioned during the hearing? Will there be any employees? 4. The site changes proposed include the enlarging the entrance drive, the addition of a parking lot to accommodate the 7 spaces required and walkways to accommodate handicap accessibility. Required parking for this use is 10 spaces; three spaces are shown as reserve. 5. Some vegetation has been proposed along the easterly line; however none is shown along the westerly property line. Although some vegetation exists, staff would recommend that additional landscaping or consideration of decorative fencing bee added to screen any car lights from shining into the abutter's property. 6. A free-standing sign is proposed along the property frontage. The regulations allow 24 sf, 5 ft in height. They are proposing a 20 sf sign. The lighting proposed includes on residential style fixture, 12 feet in height. We would request that the light be placed on a timer. 7. There are no regulated wetlands and the applicant is disturbing less than 20,000 sf; therefore no IWA/CC approval was required. 8. The existing house is serviced by sanitary sewers and well. WPCA approval was granted on Oct 7 for the change of use to a commercial use. Sherry McGann, Environmental Health Officer, has provided information of the well testing that will be required by Department of Public Health. 9. There is a dumpster pad shown on a concrete pad and screened. The applicant will be required to arrange for private trash disposal. 10.If this application is approved, the planning department has no modifications to request. 2 SOWN Sf4 5 To� ap Sou� ?d&u&ot • �� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 J�O30R•Go�� TELEPHONE(860) 644-2511 CERTIFIED MAIL 70111570 0000 63371082 October 16, 2014 Mr. Andrew Krar Design Professionals, Inc. 21 Jeffrey Drive South Windsor, CT 06074 Dear Mr. Krar: Re: Appl. 14-49P,RE/MAX EDGE Professional Office Special Exception/Site Plan of Development, 736 Deming Street We are pleased to advise you that the Planning & Zoning Commission voted on October 14, 2014 to approve with modifications the above referenced application for a Special Exception to Section 5.3, Office Conversion Overlay, and a Site Plan of Development. This approval is for the conversion of an existing home to professional offices on property located at 736 Deming Street, RR zone, as shown on plans prepared by Design Professionals, Inc., dated 06/10/14 as revised. This approval is subject to the following modifications: 1. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 2. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 3. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 4. The building street number must be included on the final plan. 5. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 6. All free standing signs and/or building signs require the issuance of a sign permit before they are erected. 7. Engineering comments dated 10/10/14 must be incorporated into the final plans. 8. Additional screening must be added along the westerly property boundary in the vicinity of the parking area to effectively screen the parking area. 9. Outside parking lot lighting must be placed on a timer and off by 9 p.m. 10. The use of the well for water on site must comply with of the Environmental Health Officer's requirements outlined in her memo of October 6, 2014. 11. A landscape bond in the amount of$1,000 must be posted prior to the commencement of any work. 12. Hours of operation are: Monday—Friday, 9:00 a.m. —5 p.m., Saturday, 9:00 a.m. — 1 p.m., and Sunday, 10 a.m. — 1 p.m., and by appointment only. All activities on site must end by 9:00 p.m. A black and white transparent mylar of sheet#LA-1 with the above modifications, together with three blueprint copies of the entire set of plans as revised must be submitted to this Commission within 30 days to be stamped and signed. The letter of approval of this Commission must be reproduced on the mylar. After the mylar has 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, w Bart Pacekonis, Chairman Planning and Zoning Commission BP/llz cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Health Department Mr. and Mrs. Andy and Cheryl Kebalo 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 October 14, 2014 the Planning and Zoning Commission granted to RE/MAX EDGE a Special Exception to Section 5.3 of the Zoning Regulations to allow conversion of an existing home to professional offices on property located at 736 Deming Street, RR zone, as shown on plans prepared by Design Professionals, Inc., Project No. 3432 as revised. This approval is subject to the following modifications: 1. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 2. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 3. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 4. The building street number must be included on the final plan. 5. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 6. All free standing signs and/or building signs require the issuance of a sign permit before they are erected. 7. Engineering comments dated 10/10/14 must be incorporated into the final plans. 8. Additional screening must be added along the westerly property boundary in the vicinity of the parking area to effectively screen the parking area. 9. Outside parking lot lighting must be placed on a timer and off by 9 p.m. 10. Environmental Health Officer's requirements outlined in her memo of October 6, 2014 regarding the well must be complied with. 11. A landscape bond in the amount of$1,000 must be posted prior to the commencement of any work. 12. Hours of operation are: Monday—Friday, 9:00 a.m. —5 p.m., Saturday, 9:00 a.m. — 1 p.m., and Sunday, 10 a.m.— 1 p.m., and by appointment only. All activities on site must end by 9:00 p.m. GIS Pin 27600736—736 Deming Street Property Description: a certain , piece or parcel of sand Situated partly 3n the 'down of Mouth uindsor ' and pertly in the Team of Xanchester# both in the County of Hartford and State of Connecticut, tore paTticularly described an followst , Beginning at the Southe-6t aorner of the premises herein de- scribed, which point in at the Sauthwost corner of Land now or f orow- lyr of William J. larcomb, et U92 and is an the pattherly line OE Dening Street; .thence from said point of beginnirig Westerly alonj the Morth�rly11ne of said id Deming Street ten and. fifty*aria one+hundredths .S ) fact to waeoti t Highway Department merestans• thence conti nuiug Westerly far 109 an intsriar angle of 179'041101 with the last mentioned line one hundred fifteen -find +s�vent�four one-hundredth (115sM feet along the northerly line of 8e3d ,ng Stxest to an it pipe* thence Northerly formIng an interior angle Of 9V With the last mentioned line six h=dred ninety-tbree and forty one-hundredths (693;40) feat along, other sand new or formerly of Novara 06 porter, st l ux to an iron pips thence Easterly forming; an interior angle of $7 0 03 1011 with the fasp mentioned line ainetroix and eighty one-bwdred- the (96.00) feet along land now or forerly of Walter G. Fast&to at ux, to an artgle iron; thence Southerly forming 40 interim "to of 95"2412311 with khe last mentiomd tine six hundred eighty-nine (6$1) feet Siang the remains of a stone vall and wire fence' along 1=4 of John H. Lwbardo} at uxt and land of 'WillUm J s Barc=hf et tix, partly an ouch to the point and place of beginning, tha heist des*ribed liue and the first described !in* toe;etherC faming an iaterfer 4ugle ai 871151110110 containins 1,767 $crea• OWNER OF RECORD: Clayton L. Zahner Dated at South Windsor, Connecticut this 16''day of October, 2014. In accordance with CGS Section 8-3d Chairman Bart Pacekonis Planning&Zoning Commission Received for record this day of ,200 at South Windsor, Connecticut ATTEST: ,OWN Sf9 c , Tio� V/ siou� fi y � w° 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SO C°`'� TELEPHONE (860) 644-2511 October 24, 2 Andy Kebalo 736 Deming Street South Windsor, CT 06074 RE: WPCA Approval Re/Max-Appl. #14-49P, 736 Deming Street, South Windsor, CT Dear Mr. Kebalo: The South Windsor Water Pollution Control Authority, at its regular meeting of October 7, 2014, approved the change in the use of the property from residence to commercial for property located at 736 Deming Street, South Windsor, CT as more specifically shown on plans entitled "Re/Max Edge. 736 Deming Street, South Windsor, CT" Prepared by Design Professionals, South Windsor, CT; Project No. 3432,Dated 06/10/14". This approval is subject to the following conditions: 1. Payment of a commercial connection charge in the amount of$2730.00 payable to the Town of South Windsor. (Send payment to the Water Pollution Control Office, 1540 Sullivan Avenue, South Windsor, CT 06074). ! 2. Installation of a private meter for purposes of measuring water that comes from the business. This figure will be subtracted from the water company's consumption report to indirectly measure the sewer discharge and will serve as the basis for calculating a sewer user charge. ❖ The meter installed must meet all Town regulations and appropriate technical specifications relating to sanitary sewer construction. Please contact the WPCA Office at (860) 644-2511 ext. 343 to schedule a meeting to approve proposed meter location. ❖ The applicant needs to read this meter not less than once a month, maintain a log of meter readings, have the meter maintained, and make sure is accurately recording flow. •�� Following reasonable notice, the applicant shall allow the Town staff to inspect meter log and check that the meter is in good operating order; and ❖ The applicant shall submit to the Town in January of each year a written meter report on company letterhead for the previous calendar year. Sincerely yours, Ric rd Aries, Chairman Water Pollution Control Authority RA:ead cc: Michael J. Gantick, Director of Public Works ,�Jeff Doolittle, Town Engineer VI 4ichelle Lipe, Town Planner Chris Dougan, Chief Building Inspector BOND TRANSMITTAL DATE: _April 14, 2015 APPLICANT NAME Cheryl A. Kebalo ADDRESS 47 Deming Street South Windsor, CT 06074 PROJECT LOCATION/ADDRESS LOT _736 Deming Street SUBDIVISION _RE/MAX EDGE Professional Office Building P&Z OR IWA/CC APPLICATION NUMBER App. 14-49P AMOUNT OF BOND Landscape Bond $_1,000 CHECK NUMBER 441 DEPARTMENT PLANNING SUBMITTED BY Lauren Zarambo _4/14/15 NAME DATE PROCESSED BY FINANCE NAME u DATE SUB ACCOUNT NUMBER So a MUNIS APPLICATION 201401362 WAPlamdng Admin\PZC\Bonds\2015 Bonds\14-49P ReMaxEdge Landcape BOND TRANS.doc PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 04/14/15 CUSTOMER#: 000000000 TIME: 12:03 CLERK: laurenlz RECPT#: 20774353 PREV BAL: TP/YR: MS/2015 AMT PAID: 1000.00 BILL: ADJSTMNT: EFF DT: 04/14/15 DAL DUE: PERMITS/INSP PAYMENT -----------------TOTALS----------------- PRINCIPAL PAID: 1000.00 INTEREST PAID: .00 ADJUSTMENTS: .00 DISC TAKEN: .00 AMT TENDERED: 1000.00 AMT APPLIED: 1000.00 CHANGE: .00 PAID BY: CHERYL KEBALO RE/MAX PAYMENT METH: CHECK PAYMENT REF: 441 TOWN Or SOUTH- WXXDOW, Ste" ` m Cah : OSHA � Andy Kebalo SOUTH MNDSOR P0, !NG �:te *"Project Name:. . Owner Name �� � Contractor Name Describe location and.nature of c ge. IQ PAS gt�Aw W ;.. r ` f P(Vhp a Describe.location and nature of charge,...:.:. �RQ f . 4 Date Utza 11t , 0 -kf i,,k.-Aa. :4 .. - .. I to TO Yel.l*w � \`�� ��1V�• - it TOWN OF SOUTH WINDSOR- STArF SXTW CHANGS, IFOR Sm & S OMS100 Andy Kebalo CHANGE ORDZR CONTACT Pl3RSOIk x Phone No. V'93 --13 g 1 Address 73d S Site XqA Owner Owner Name Phone Igo Cax�t�actor Contractor Name S .gnsture of s ate: Sic turn of Desiqu Sngr.. Date G AIt Iz {Detcr lae location and nature of change include Four (4 Copies of p]anCgr-file Of, mange, I Describe location and.natm of c ange.. �} k Reason for Change: (VOW is chaiR a required}; Describe.location and nature of Chan e. 0&�_ or. APPROVALS (As Required Dar:. Of Planning Aste:: . Town gi ee ..- Date:,:. Mr. cif Public Works �3ate Gather: Date x' ft to - Town angineer Fellow - Applicant Fink - Director of Planning Page 1 of 1 Lipe, Michele From: Andrian Kebalo[andy@kebalo.com] Sent: Monday, May 18, 2015 10:06 AM To: Lipe, Michele Subject: Re: Change order OK, Michele. Impervious coverage for 736 Deming. 44,416 sq. Ft total lot size. Original site plan with additional 3 parking spots was 11,104 impervious or%25. Proposed additional impervious for gravel barn drive of 1200 sq. Ft. Plus 1320 sq. Ft of patio & sidewalk for an additional 2520 sq. Ft. for a grand total of 13,624 sq. Ft. Impervious. Which comes out to approx. %30.6 of total impervious for the site, still way below the%40 allowable. I hope this helps and again thank you for consideration in this matter Thanks,Andy On Thursday, May 14, 2015, Lipe, Michele<Michele.Lipensouthwindsor.orL;>wrote: s Andy, i I am reviewing the change order—with all the new impervious surfaces you are area(gravel drive, parking areas and patios), you will need to provide to me what the new impervious coverage calculation is—the regulations allow up to 40%coverage of the property with buildings, paving, walkway, etc. € € € S I will need to know this before I can sign off. I am also wanted for a final review by engineering as well. i E i € Thank you, Michele i € 1 Michele R. Lipe, AICP € Director of Planning Town of South Windsor South Windsor, CT 06074 (860) 644-2511, ext. 252 5/18/2015 6:5TAM _ GAIA d �k t , r"r ��•�� � t + 1A7 •• ...r. , : TEMPORARY SOIL STOCKPILE (SILT FENCE) ... 0* NIF CL,4 rTOX.� -41WER 6W yfn/ C4 3TORMTECH MODEL SCw-740 INFILTRATION CHAMBERS BOTTOM ELEV.=193.5 x 3 x 3 1 98. NIF f E/wry/ 4Jm s t * > C.B. TYPE C--L I \ x! L=195.5--24" HDPE RMTECH CHAMBERS) �,r' X197•7 j :fie f Z H AYBALES F' UNU GRATE ' STRU CTI ON) 1 . ...? T. MILLERD ei ell 13 � ''l.:o� � xF., � 1t:,qy �.. ,^ "f�# 7 ter." •• '� / £y r €{¢ f }?� r } x r , �;�„• l .. BENCHMARK x 1` CHa MONUMENT EI_EV=197.27 ".. N 857607.3 a -71 / Ye +� ✓ tom' , * ¥ T z r {a A CH If , AN 4646 7- i , r t u TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON rlJ" `U Phone No. Address 7 3 6 Oem 1`0,- Site Name �= /� �� P&Z No. -10 Owner G V*V-O- Phone No. r.. Contractor Signature of Owner Date:- 6-2-7 Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. Include Four (4) copies of plan/profile of Change. ) /I All :ivy 1 C0 ,�n S Reason for Change: (Why ins+change required) APPROVALS: (As Required) Dir. Of Planning -;� j' -4- Date: Town Engineer 7 Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning RE/MAX EDGE 736 Deming St.So. Windsor 6-27-16 Seeking approval for the following planting changes #1 relocate ACFR Maple to new location shown. Reason for relocation,owner felt too close to building for proper growth of tree and future interference with post light. Also future growth of tree root system would detrimentally affect the side walk. #2 eliminate sign plantings and substitute for additional foundation plantings. Reason for change,after purchasing ornamental grasses,owner felt they would interfere with signage and opted for a clean look and low maintenance of having lawn right up to stone sign post. In Lieu of sign plantings, owner would like to get credit for additional foundation plantings. Total plants eliminated are (6)ornamental grasses and (10) daylilies. Total new plantings added are (4) Knock out Roses, (4) Hydrangea and (14) daylilies, for a gain of(6) plantings. #3 mountain laurels on west boundary line were substituted for a fence and azaleas(that were planted facing the neighbor)This was approved on an earlier change order 0 00 kp0(� k k00 ° pA \ °• k Q °O k 4-1 k I Jvoti `�� kp kp 0 0•\\ k.CO k0 0 kp 0 kQ• �� moo` kp• \ QA k ° 0 � k 0 — p• k I 1 kQ° °• ° Nell r� 1 kp° Arc,o \\ ko kp N F pI kp p .:.:; jrAr kQ�\ k p k 0 k0 0 0' ACZFR 01� PROPOSED k 0 0TREE- "I LINE Iga;2 0 k 0 k 0 0• P. BASE Ar k CIO. ve- �k 1 9 0• k ' k k A. k13 k Z I • \ , k A p 0• kp.0 A I S' '�' PROPOSED p I LIGHT 53 k p h Q 5 I A 1 I 0• k 'e ��25 Iq5 �% 00 °2 b k k I Q.` k k 1 0 0' Y. k Q %IqS' 0• k 1 KALA id• kp0 I --� 9 �2. IQ kp 0 222' 84� kp 0 k° kp 1 p l IWOPA 0) kp. 02 k0 3 Tij1�"�� CyJ 0p k° k0 IqO 73' 2 7' ' .0r91 o� Jrjrp k PEAL �J.arG+��eCA k p p01 0• m m 1 0 2 21 OP A 0 �I2>7 p• kp p 2:8' L 2� , T//1/G k '� 1 �I J / \,, �• • � M SEX/S NOVSE k�• I S T p 0 I p 0 0..22 PA k kb�l N 0� � �� 0• \ 0 34 ry � 0• kp 0 •4 0 k kQ O O° k f (1 ln'V) f/l�Gl `'' J\Cp I \( 2 k •�\ kry . V \ k p k p•"l k p Q %I .2 \ ° Q8' 7 k Q p• \ k Q I�O� � 9 1 ���(1�r� S `�, gyp. \ `Q• — _ — — /� k k � 0A-\`00 I Ap�00 k ° ° kp 1 1 k 0 ` k I p k p nAA 14� 1 1 �Gc CAAL a k Jr 0 HEM R k 0 0 �C�n t>n SC',� WGl'c�l ►MC DO i q l kQp k p k00 0� k 0• k Alp p0 k PEAL 0• 1 lotto scale / 0, 2 — kQ.cGy— 2 n0p• / k p Q p � , / \ kB Ck UP GIx kQO Q 1 rl ' 2 I k CAAL ^ �• I-IEHR 97 FUR // 5 q I 0 Ip'0 R kp• 5 k 0 0, O p 3 SNET f3526 SiGN` � 1.R. BASE PROPOSED GROUND 1 q MOUNTED SIGN —X, 6.a7 DEMING S EET xigl� 3 ri x EXISTING SINGLE WWI- E -�-�• — y;. LANDSCAPE & SITE LIGHTING PLAN R PPUNP . . ... . y REPRESENTATIVE. . .. _ oVA51 SPECIES SHALL BE REMOVED FROM WETLANDS BOTANICAL NAME COMMON NAME SIZE TYPE REMAKKS INVASIVE KEY QTY VE FOUR (,4) INCHES OF TOPSOIL, 501L AMENDMENTS L ALL AREAS ARE 5TABILZED AND ACCEPTED BY DECIDUOUS TREES A, R 2 Acer x. freeman!! 'Jeffer's Red' Autumn Blaze Maple 2" cal. B&B PLANT AS SHOWN ------------- RE SHRUBS RE JSBR 6 Juniperus sabina 'Broadmoor' Broadmoor Juniper 3 gal. CONT. 3' O.C. RE MENDATION5 AND REQUIREMENTS OF AN51 Z60.1 KALA 23 Kalmia latifolia Mountain Laurel 24"-36" ht. CONT. 6' O.C. PLANTS TYPICAL OF THEIR SPECIES OR VARIETY WITH m Compact PJM Rhododendron 24"-36" ht. CONT. PLANT AS SHOWN pUS, F113ROUS ROOT SYSTEMS. PROVIDE ONLY SOUND, RPJM 3 Rhododendron x. PJM Compactu 5, DISEAE,E5, AND PHYSICAL INJURY. ALL PLANTS PERENNIALS D5 AND OPEN SPACES. AND BURLAPPED PLANTS WITH FIRM, NATURAL BALLS HEHR 10 Hemerocallis 'Ha Ha Returns Da H TO ENCOMPASS THE FIBROUS AND FEEDING ROOT 'Happy Returns PPY ylllly 1 gal. CONT. 18" O.C. PROVIDE 13ALL SIZES OR MUSHROOMED WITH BALLS ARE NOT HOPA 3 Hosta 'Patriot' Patriot Hosta 1 gal. CONT. PLANT AS SHOWN STOCK OU5 ROOTS, COVERED WITH A UNIFORMLY THICK ORNAMENTAL GRASSES MMEDIATELY AFTER THEY ARE DUG, OR PACKED IN ECSAAL 2 Calamagrostis acutiflora 'Karl Foerster' Foerster Feather Reed Gross 2 gal. CONT. PLANT AS SHOWN I"F FORSUF ICIENT LENGTH RM WHOLE OF TIME FOR THE ROOT 2 Pennisetum alopecuroides 'Hameln' Dwarf Fountain Grass 2 gal. CONT. PLANT AS SHOWN D. THE CONTAINER. LIMATIC CONDITIONS SIMILAR TO THOSE IN THE YEAR. LUMINAIRE SCHEDULE RIAL TO REMAIN ALIVE AND BE HEALTHY, VIGOROUS EPTANCE OF ENTIRE PROJECT INCLUDING DEATH AND LTING FROM NEGLECT BY OWNER, ABUSE OR DAMAGE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts NIGH ARE BEYOND CONTRACTOR'S CONTROL. 5, OR OTHER PLANTS FOUND TO BE DEAD OR IN GpN7RACTOR15 EXPENSE. REPLACE TREES AND XLXM3-PT-5-LED- LEXINGTON BY LED TYPE V WARRANTY PERIOD, AND EXTEND WARRANTY PERIOD ❑ A 1 HO-NW-UE LSI INDUSTRIES XLXM3-PT-5- Absolute 0.72 108 CEMENT PLANTS. 12'POLE LED-HO-NW- LE WEATHER CONDITIONS AND RECOMMENDED UE.ies 7 OPTION OF, AND UNDER FULL RESPONSIBILITY OF ED UNDER UNSEASONABLE CONDITIONS, BUT WITHOUT I5T TO REQUIRE PLANTING OUTSIDE THE ABOVE WRITING FOR PERM155ION BY THE OWNER'S SON WILL NOT AFFECT THE ONE YEAR PLANTING I PE MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF L FOR USE OF EQUIVALENT MATERIAL. SUBSTITUTION D IN WRITING BY THE OWNER. CASE OF BALLED AND BURLAPPED, OR CONTAINER NGED. BARE ROOT OR COLLECTED PLANTS ARE NOT CHANGE ORDER. IN ALL PLANTING BEDS. TO: THE FOLLOWING GRADATION RANGE: I I I i MEET AGRICULTURAL STANDARDS AND CONTAIN A j NESIUM OXIDE). THE SOIL TESTING TO ACHIEVE A MINIMUM OF ONE ILIZER SHALL BE A MINIMUM OF 50% ORGANIC FOR AREA DISTURBED WITHIN WETLANDS OR i RED IN ORIGINAL, UNOPENED, AND UNDAMAGED MANUFACTURER, STORE IN MANNER TO PREVENT i LOW PLACING OF PLANTING SOIL WITHIN A FEW DAYS. " O.C., UNLESS NOTED OTHERWISE. APPLY 2" OF IALS OR OWNER SELECTED ANNUALS. INSPECTION FOR CONFORMITY TO THE CT AT THEIR PLACE OF GROWTH AND UPON DELIVERY. INSPECTION AS REQUIRED BY GOVERNMENTAL ITH CERTIFICATES OF INSPECTION REQUIRED BY APPLICABLE TO LANDSCAPE MATERIALS AND CERTIFIED ANALYSIS FOR FERTILIZER MATERIALS. OR TO TAKE ALL PRECAUTIONS CUSTOMARY IN GOOD ORKMANSHIP THAT FAIL5 TO MEET THE HIGHESTED ' i ANTITRANSPIRANT IMMEDIATELY AFTER IN ACCORDANCE ACCORDANCE WITH THE STANDARDS OF I ROU TO ENSURE PROTECTION AGAINST INJURY. RY T' WAT STORAGE AND OTHER INJURIOUS CONDITIONS TORAGE BEFORE PLANTING. CCa1PANY EACH SHIPMENT INVOICE OR ORDER TO LED WITH THE OWNER. I, MANNA THAT COULD DAMAGE OR BREAK THE QUANTITIES, AND OTHER REQUIREMENTS IS G:\details\LIGHTING\LSI\Lexington\crsvr_lexington—datasheet1 .jpg SIZES,. DISCREPANCIES OR MATERIAL OM1551ONS OCCUR IN i' a CIO x F 7-0� 0 14C s-0� V&U&olt 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 sox•co TELEPHONE (860) 644-2511 July 14, 2016 Cheryl A. Kebalo REMAX Edge Professional Office Building 47 Deming Street South Windsor, CT 06074 Re: Appl. 14-49P,REMAX Edge Landscape Bond Release, 736 Deming Street Dear Ms. Kebalo: . This is to advise you that the Planning and Zoning Commission voted on July 12, 2016 to reduce the following bond as follows: Appl 14-49P REMAX Edge $1 000 Landscape Bond reduced by$1,000 to leave a balance of-0-. A check for the landscaping bond 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,Acting Chairman PLANNING&ZONING COMMISSION BP/llz cc: Jeff Doolittle, Town Engineer Jeff Folger, Senior Environmental Planner BOND RELEASE TRANSMITTAL DATE 7/14/16 APPLICANT NAME Cheryl A. Kebalo ADDRESS 47 Deming Street South Windsor, CT 06074 PROJECT LOCATION/ADDRESS LOT 736 Deming Street REMAX Edge Professional Office Building P&Z OR IWA/CC APPLICATION NUMBER 14-49P MUNIS APPLICATION NUMBER 201401362 SUB ACCOUNT NUMBER 500211 ORIGINAL BOND AMOUNT $ $1,000 Landscape Bond (Ck # 441) Please Release $ $1,000 Please release the bond indicated above as all of the required work has been completed. Lauren L Zaram6o A& 14, 2016 NAME DATE I % 7/2 S 1 4 BY CHECK # ISSUED DATE WAPlanning Admin\PZC\Bcnds\2016 Bonds\14-49P REMAX Edge Landscape BondReleaseTrans.doc SOWN Sf4 * F T-awn O-P s-0� ?d +j U 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 soR•C0 TELEPHONE(860) 644-2511 May 15, 2017 736 Deming LLC 736 Deming Street South Windsor, CT 06074 Re: Advertising flags To Whom It May Concern: While driving past your property on numerous occasions, I have seen large "REMAX" advertising flags. Please be aware that the Town of South Windsor considers these to be temporary signs, which are addressed within Section 6.5.8A of the Town Zoning Regulations. A copy of this section of the Regulation has been included for your reference. The Regulations allow for a maximum of 36 square feet of temporary signage to be displayed at one time. You are limited to putting such signage out six (6) times in a calendar year for special promotions or events. I have included a temporary sign permit application for your use. Please complete the application, and submit it to me for approval. Contact me at (860) 644-2511, ext. 251 if you have any questions. Thank you for your prompt attention to this matter. Sincerely, a. Pamela A. Oliva, CHO Zoning Enforcement Officer cc: Director of Planning