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App 17-13P Evergreen Walk General Plan
TOWN OF SOUTH WINDSOR PLANNING &ZONING COMMISSION (� APPLICATION FORM Application Number: Official Receipt Date: - 1 S 17 ARR0 Munis Application #: cM 1 7003k[ $"WWND Pd MNGDEPT. APPLICANT: Evergreen Walk, LLC PROJECT NAME: Evergreen Walk/GDZone COMPLETE LOCATION OF PROPERTY: 151 Buckland Road OWNER OF RECORD ON LAND RECORDS: Evergreen Walk, LLC OWN�R ADDRESS: 1109 Rose Lane, Virginia Beach, VA 23451 GIS PIN # ZONE CT)7. NAME, ADDRESS, TELEPHONE 8v EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Alan F. Lamson, 19 Silver Lane, East Hartford, CVbh 1$1 K 0)568-4030 alamson@flbarch.com Estimated presentation timeaQ ]n THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing and Certificate of Mailing Required) ❑ Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Subdivision ❑ Special Exception to Table (Public Hearing and Certificate of Mailing Required) ❑ Site Plan of Development ❑ New ❑ Modification Building(s) Sq Ft ❑ General Plan of Development (Modification) ❑ Dept of Motor Vehicle License - State Hearing per Section 14-55 for ❑ Earth Filling (Sec. 7.6) and/or Earth Removal (Sec. 7.16) (Public Hearing and Certificate of Mailing Required) ❑ Regulation Amendment ❑ Zoning ❑ Subdivision - Attach proposed amendment (Public Hearing Required) ❑ Temporary and Conditional Permit (Public Hearing Required) for ❑ Temporary and Conditional Permit Renewal for ❑ Detached In Law Apartment or ❑ Accessory Apartment (Public Hearing and Certificate of Mailing Required) ❑ Major Home Occupation (Certificate of Mailing Required) for ❑ Other (explain in detail) *An Ap 1 ation Pending Sign is required to be posted on the property for all applications ten (10) days prior to being heard by the Co ssion. Signature of Applicant Signature ogropkrq Owner John Finguerra, Evergreen Walk, LLC John Finguerra, Evergreen Falk, TIC Print Name of Applicant It's Member Print Name of Property Owner It's Member Revised 2/2014 s?e FLB Architecture & Planning, Inc. 19 Silver Lane East Hartford CT 06118 (860)568-4030 fax: (860)568-5129 e-mail:flb@flbarch.cum web.www.fibarch.com TO: File FROM: Alan F. Lamson, AIA AICP DATE: April 10, 2017 RE: Evergreen Walk General Plan of Development Project No. 99508.00 Application of 4/10/17 Land Use Table The following are the changes in the Land Use Table from the Table approved by the Planning and Zoning Commission on January 27, 2016. Buildings, Retail Decreased "Proposed" from 270,000 SF to 225,480 SF for a "Total' of 600,480 SF Buildings, Office Decreased "Proposed" from 410,510 SF to 111,230 SF for a "Total' of 251,170 SF Buildings, Recreational No Change Buildings, Hotel Deleted Hotel North from the Table Reduced "Hotel-Town Square" from 110 rooms to 108 rooms "Total" is now 108 rooms Buildings, Residential No change Buildings, Institutional Deleted "Unit % - Institutional' from the Table Increased "Unit % - Assisted Living" from 140 units to 150 units for a "Total' of 290 units c: file P:\99508.00\General Plan Of Development 2017\File 170410 Land Use Table Revisions.Docx 40WN Sf4 t.0 Wo� O-P siou� ?&U&ot • �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 r�OSOR.00 TELEPHONE (860) 644-2511 CERTIFIED MAIL 7011 1570 0000 6337 2393 April 12,2017 Joseph V. Camposeo,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 Evergreen Walk LLC. Appl. 17-13P, Evergreen Walk LLC -request for a modification to the General Plan of Development layout to decrease/increase approved square footages/units of certain uses to the following: 600,480 sf of retail; 108 hotel rooms; 251,170 sf of office space; delete the Institutional Use and increase Assisted Living units to a total of 290 units; and no change to the 200 residential dwelling units and 75,000 sf of recreational space; on property located at 151 Buckland Road(within `Evergreen Walk'), on the westerly side of Buckland Road, on the southerly side of Deming Street and northerly of Smith Street, Buckland Road Gateway Development Zone This application is tentatively scheduled to be heard by the Planning & Zoning Commission on May 23, 2017 at 7:30 p.m. in the Madden Room 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 yours, 4U 4-4� Michele R. Lipe,AICP Director of Planning MRL/llz SOW N SFq co G ' a 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 OR-CO � TELEPHONE (860) 644-2511 May 8, 2017 Evergreen Walk, LLC C/o Alan F. Lamson 19 Silver Lane East Hartford, CT 06118 Dear Mr. Lamson: Re: Appl. 17-13P, Evergreen Walk LLC General Plan of Development Modification Please be advised that the above referenced matter has been scheduled on the Planning & Zoning Commission Regular Meeting agenda for Tuesday, May 23, 2017 in the Madden Room of the South Windsor Town Hall, 1540 Sullivan Avenue. The Regular Meeting will follow the Public Hearing which begins at 7:30 p.m. Someone must be present at the meeting to represent the application. One sign advertising the meeting must be posted on the property for ten (10) consecutive days prior to the meeting and must be clearly visible from a town street. The sign must be posted on Buckland Road by Friday, May 12, 2017. 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 FLB Architecture & Planning, Inc. 19 Silver Lane East Hartford CT 06118 / (860)568-4030 fax: (860)568-5129 e-mail: flb@fibarch.com web:www.fibarch.com LETTER OF TRANSMITTAL P:\99508.00\General Plan Of Development 2017\PZC 170510 Date 5110/17 Project No. 99508.14 Market Study Transmittal.Doex Attention Michele Li e To: Planning&Zoning Commission Project Evergreen Walk Town of South Windsor General Plan of Development We are sending you ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Copy of letter ❑ Shop drawings ❑ Original tracings ❑ Copy of memo ❑ Samples ❑ Specifications ❑ Change order proposal request ❑ Code modification request ❑ Request for Payment ❑ Change order ® Other as described below Item no. Copies Date No. Description 1 3 Market Stud —Independent Living THESE ARE TRANSMITTED as checked below: ❑ As requested ❑ Approved ❑ Resubmit copies for approval ® For your use ❑ Furnish as corrected ❑ Submit copies to distribute ❑ For review ❑ Rejected ❑ Return corrected prints &comment ❑ Submit specific item ❑ ❑ For approval ❑ Forbids due ❑ Prints returned after loan to us Remarks: Copy to: file; Matthew Galligan (w/1 copy) Alan F. Lamson,AIA,AICP ►f enclosures are not as noted,kindly notify us at once RECEIVED MAY 1 12017 SOUTH WINDSOR PLANNING DEPT. .eso..urtm.a oow�i.rty u.era ot.w.co....cron� EVERGREEN WALK RETIREMENT COMMUNITY ..o.o..�o. �� may.. F a ®i46 Hartford Road,Manchester,CT 06040 ❑50 Redfield Street,Ste.100,Boston,MA 02122 F l_1JS Q>O'NEIL.l.j TEL:(860)646-2469 FAY:(860)533-5143 TEL:(617)282-4675 FAY:(617)282-8253 CX V 11 ❑56 Quarry Road,Trumbull,CT 06611 ❑317 Iron Horse Way,Ste.204, Providence,RI 02908 TEL:(203)374-3748 FAX:(203)374-4391 TEL:(401)861-3070 FAX:(401)861-3076 ❑717 Lady Street,Suite E,Columbia,SC 29201 ❑78 Interstate Drive,West Springfield,MA 01089 TEL:(803)376-6034 FAX:(803)376-6035 TEL:(413)452-0445 FAX:(413)846-0497 Letter of Transmittal To: Date: May 11,2017 Michele Lipe,AICP Project No: 2000481.A7 Task No.:300 Director of Planning Town of South Windsor Re: Evergreen Walk 1540 Sullivan Avenue South Windsor CT 06074 Unit 3-4 General Plan of Development Telephone No: 860-644-2511 x252 We are sending you: ❑Attached ❑ Under Separate Cover ®via Courier ❑ Shop Drawings ❑Prints ❑Plans ❑ Specifications ❑ Copy of Letter ❑ Change Order ®Reports ❑ Other Copies Date No. Description 3 Utility Impact Statement for Evergreen Walk General Plan of Development Update ❑ For approval ❑Returned loaned prints ❑Furnish as submitted ❑As requested ❑Return signed original ❑Furnish as noted ❑ For your use ❑ For bids due ❑Rejected ❑ For review& comment ❑ Submit copies for distribution ❑Resubmit copies for approval Michele, Enclosed is the Utility Impact Statement for Evergreen Walk to support the application for changes to the General Plan of Development. Please review and let me know if you have any questions. ��7ECEIVED MAY 1 1 2011 Signed: SOUTH WWDSOR PLAPINING DEPT. Ronald Bomengen,PE,LEED AP Senior Project Manager F:\P2000\481\A17\Corres\Sent\South Windsor\2017-05-11-Lipe_GP_Udhty Report\2017-05-11-Lipe.docx 1 Utility Impact Statement For Evergreen Walk 1 ' South Windsor, Connecticut Revised October 27, 2015 Revised December 14, 2015 Revised May 10, 2017 Developer: Evergreen Walk Associates, LLC c/o John Finguerra ' 1109 Rose Lane Virginia Beach,VA 23451 FUSS&O'NEILL Disciplines to Deliver ' Engineer: Civil and Environmental Fuss & O'Neill ' 146 Hartford Road Manchester, CT 06040 ' Project No. 2000481.A17 FUSS&O'NEILL UTILITY IMPACT STATEMENT FOR t EVERGREEN WALK SOUTH WINDSOR, CONNECTICUT ' SECTION PAGE I. INTRODUCTION.................................................................................................... 1 ' A. Purpose and Scope............................................................................................ 1 B. Site Location..................................................................................................... 1 C. Project Description........................................................................................... 1 ' A. Projected Public Water Supply Requirements ...................................................2 B. Existing Water System...................................................................................... 3 C. Proposed Improvements................................................................................... 4 D. Conclusion........................................................................................................4 III. SANITARY SEWERS ...............................................................................................4 A. Projected Sewage Flows from Proposed Project...............................................4 ' B. Existing Sewerage Facilities...................................................................... C. Proposed Improvements................................................................................... 6 ' D. Conclusion........................................................................................................ 6 IV. STORMWATER MANAGEMENT........................................................................ 6 A. Existing Conditions .......................................................................................... 6 ' B. Proposed Detention and Storm Sewer System.................................................. 7 A. Electric Power.................................................................................................. 7 B. Gas................................................................................................................... 7 ' C. - Communications............................................................................................... 7 EXHIBITS 1. Site Location Plan 2. Water Supply Exhibit ' 3. Sanitary Sewer Exhibit ' F:\P2000\481\A17\Utilities\Utility Impact Statement\Utilityreport_2017-05-10.Doc i FUSS&O'NEILL ' I. INTRODUCTION A. Purpose and Scope This Utility Impact Statement has been prepared in accordance with the most current revisions to the Town of South Windsor Zoning Regulations. Its ' purpose is to define,in a general way, the projected impact that the proposed land uses and intensities will have on the Town's infrastructure,with particular emphasis on: 1. Water supply and distribution system 2. Sanitary sewers 3. Stormwater management B. Site Location ' The development site is located in the south central part of the Town of South Windsor north of the Manchester town line. It is approximately 243 acres in size and is generally bounded on the north by Deming Street, on the east by ' Buckland Road, on the south by Smith Street and on the west by Plum Gulley Brook (Exhibit 1). On-site existing topographic elevations range from 70 to 150 feet above mean sea level. The major roadway network that provides primary ' access to this project was reviewed during permitting by the Town and the State Traffic Commission / OSTA and was further discussed in associated Traffic Impact Studies. ' C. Project Description ' The 243 acre site was used for farming for many years. Currently, the Shoppes at Evergreen Walk (a retail center),ECHN and ECHN II (medical office buildings),LA Fitness (an indoor recreation center), an independently owned medical office building, and other retail and restaurant uses have been constructed. Additional projects in construction or approved for construction include residential apartments and a hotel.. Future uses will include additional retail, office uses, and residential/institutional. When fully built, Evergreen Walk is anticipated to include the following development: TABLE 1 Land Use Previous Size(1) Proposed Change Proposed Size Hotel 250 rooms -142 rooms 108 rooms ' Indoor recreation 45,000 SF No Change 45,000 SF Office 550,000 SF -298,830 SF 251,170 SF Retail 645,000 SF -44,520 SF 600,480 SF Residential 200 units No Change 200 units Institutional-Residential 250 units +40 units 290 units The location of Evergreen Walk is shown on the accompanying Location Plan (Exhibit 1). The utilities necessary to support the proposed development area are shown on Exhibit 2 (Water Supply) and Exhibit 3 (Sanitary Sewer). The ' storm drainage watershed for the site is shown on Exhibit 1. F:\P2000\481\A17\Utilities\Utility Impact Statement\Utilityreport_2017-05-10.Doc 1 FUSS&O'NEILL II. WATER SUPPLY A. Projected Public Water Supbly Requirements ' Based on the table of uses indicated in Table 1 and as shown on the Land Use Study, a projection of domestic water requirements was prepared. This projection is detailed in Table 2 below: TABLE 2 Size(S.F.)/ Average Peak Daily Peak Hourly Peak Hourly Land Use Units/ Unit Flow Daily Flow Flow(i) Flow(2) Flow Description Bedrooms/ (Gal/Day) (Gal/Day) (Gal/Day) (Gal/Day) (Gal/Min) Beds Hotel 108 Rms 150/Rm 16,200 32,400 64,800 45 (250 rooms)() (37,500) (75,000) (150,000) (104) ' Indoor 45,000 0.15/S.F. 6,750 13,500 27,000 19 Recreation (No change) (No change) (No change) (No change) ' Office 251,170 0.11/S.F. 27,629 55,258 110,516 77 (550,000) (60,500) (121,000) (242,000) (168) Retail 600,480 0.10/S.F. 60,048 120,096 240,192 167 (645,000) (64,500) (129,000) (258,000) (179) Residential 200 150/Rm 45,000 90,000 180,000 Units/300 (No change) (No change) (No change) 125 rooms (No change) Institutional— 290 Units/ 150/Rm 65,250 130,500 261,000 Residential(4) 435 rooms (55,800) (111,600) (223,200) 181.25 ' (250 (155) Units/372 rooms) ' (1)Peak daily flow is 2.0 times the flow demand for an average day. (2)The peak hour demand(gallons per day)is 2.0 times the peak daily flow rate. ' (3)Quantity in parentheses(typical) from previous report,"Utility Impact Statement for Evergreen Walk", revised dated 12/14/2015. (4)The Institutional—Residential category includes independent living units,which are assumed to have similar flow when compared to typical residential sources. ' In accordance with the usual and customary practice,the tabulated flows must be available for usage at residual pressures in the ranging from a low of 25 pounds per square inch to a maximum of about 110 pounds per square inch. ' F:\P2000\481\A17\Utilities\Utility Impact Statement\Utilityreport_2017-05-10.Doc 2 rFUSS&O'NEILL Requirements for water for fire protection purposes were determined based on the proposed development. Relative to retail areas, current standards indicate that a fire flow of 2,000 to 3,000 gpm at a 25 psi minimum residual pressure for up to a three hour period may be required. As necessary, flow tests and calculations will be performed for the various phases to confirm adequate fire ' flow service. B. Existing Water System The existing public water system is owned by the Connecticut Water Company (CWC). The system is operated by the CWC Northern Division,with offices at ' 25 North Road, East Windsor, CT 06088. A 12 inch water main fronts the site on three sides,Deming Street on the north,Buckland Road on the east, and Smith Street on the south (Exhibit 2). A fire flow test conducted by the CWC on September 24,2014 at a hydrant on Tamarack Road (South End) yielded a flow of 1,463 gallons per minute (gpm) with a residual pressure of 72 pounds per square inch (psi). The static pressure was 90 psi. The hydrant tested is located to the south and west of The Shoppes at Evergreen Walk. ' Additional fire flow tests were conducted by the CWC on September 24,2014 at a hydrant on Tamarack Avenue near the ECHN II medical offices.The ' hydrant yielded 1,930 gpm with a residual pressure of 54. The static pressure was 96 psi. Currently, one 8-inch water main serves ECHN and ECHN II. It branches off of the 12-inch Deming Street water main and extends south along Tamarack Avenue toward ECHN II. It then continues along the connector road between ' Evergreen Way at LA Fitness and Tamarack Avenue at ECHN11 and connects the 8-inch mains in Evergreen Way and Tamarack Avenue. Additional flow tests should be conducted on this water main, and results analyzed and coordinated 1 with the Fire Marshal. The service for LA Fitness branches off of Buckland Road and extends west along Cedar Avenue. The Tamarack Avenue extension at the north end of the site is now connected with the Cedar Avenue stub to ' create a loop. A 12-inch water main branches off of Buckland Road at the southern end of Evergreen Walk and extends west along Tamarack Avenue. This 12-inch water ' line follows Evergreen Way North for a portion, splits, and then recombines and is capped near the existing Old Navy.This line serves The Shoppes at Evergreen Walk. A 12-inch water main continues down Tamarack Avenue,past Evergreen Way. The 12-inch main then tees at the intersection of Tamarack Avenue and Longleaf Lane and continues north on Tamarack Avenue and west on Longleaf Lane. The 12-inch main on Tamarack ends just south of the bridge with a fire hydrant and blow-off assembly. The 12-inch main on Longleaf Lane extends down and just past the entrance to the Residences at Evergreen Walk. There k ' F:\P2000\481\A17\Utilities\Utility Impact Statement\UtilityreporU 2017-05-10.Doc 3 FUSS&O'NEILL are two 8-inch water main connections to the 12-inch main on Longleaf that loop through the residential apartments development. There is also an 8-inch ' main that loops the residential apartments main to the east and connects to the 12-inch water main on Tamarack Avenue. This connection is located to the north of the Hotel development site. ' C. Prol2osed Improvements v In the future, additional loops between Evergreen Way and Tamarack Avenue will be completed, and the 12-inch water main in Tamarack Avenue will extend from the southern limit of Evergreen Walk to the existing main at ECHNII. The timing and configuration of these connections are dependent upon future development and have not yet been determined. The Connecticut Water Company (CWC) and Town of Manchester have executed an agreement that includes the connection of Manchester Water Department's Buckland Hills system to the CWC system in Buckland Road. This connection will ensure there is significant and adequate fire protection to the Buckland Road area and Evergreen Walk. D. Conclusion With the connection to the Town of Manchester's water system, extensions and ' future improvements to the water system by Connecticut Water Company,it is our opinion that the existing and proposed water facilities will provide adequate water service for domestic and fire fighting purposes in the quantities and ' pressures required to support the development proposed herein. As necessary, calculations will be performed for the various phases to confirm adequate fire flow service, and the necessary improvements will be proposed to address those needs. III. SANITARY SEWERS A. Projected Sewage Flows from Proposed Project This General Plan of Development proposes six land uses: office,hotel, ' recreation,retail,residential, and institutional. It is anticipated that sewage will be generated from this project in the following amounts: ' TABLE 3 Typical Land Use Size(S.F./Units/ Unit Flow(t) Average Daily Description Rooms/Beds) (Gal/Day) Flow(Gal) Hotel 108 rooms 150/rm 16,200 (250 roomr)(2) (37,500) Indoor Recreation 45,000 0.15/S.F. 6,750 (No ebange) (No change) Office 251,170 0.11/S.F. 27,629 ' (550,000) (60,500) F:\P2000\481\Al7\Utdities\Udlity Impact Statement\Utilityreport_2017-05-10.Doc ' 4 DFUSS&O'NEILL Retail 600,480(3) 0.10/S.F. 60,048 (645,000) (64,500) ' Residential 200 units/300 rooms 150/rm 45,000 (No Change) (No change) Institutional—Residential 290 units/435 rooms 150/rm 65,250 ' (250 units1372 rooms) 1 (55,800) (1)All units of flow were estimated from data generated by Fuss&O'Neill for similar types of establishments/uses. (2)Quantity in parentheses(typical)from previous report,"Utility Impact Statement for Evergreen Walk",revised dated 12/14/2015. (3)Including restaurants ' The following table summarizes the total average daily flow and includes a contribution from groundwater inflow: TABLE 4 Contributing Peak Peak Design ' Sewage Average Daily Peak Daily Area(Acres) Infiltration(2) Flow Source Flow(Gal) Flow 0>(Gal) 243 Ac x 60% Flow(Gal) (gal/day) Project Site 220,877 883,508 146 146,000 1,029,508 (279,500)(3) (1,118,000) (1,264,000) (1)Assumes a Peaking Factor of 4.0 for the mixed-use development. (2)Peak Infiltration=acreage x 1000 gallons/day (3)Quantity in parentheses(typical) from previous report,"Utility Impact Statement for Evergreen Walk", ' revised dated 12/14/2015. B. Existing Sewerage Facilities The Evergreen Walk site lies within the wasteshed area of the Clark Street sewage pump station. Gravity sewers are located in Buckland Road, east of 1 Deming Street (northern boundary of the site), Clark Street (west of the site), Wheeler Road (south of the site) and in Smith Street west of Wheeler Road (southwest of the site). The sewers from Clark Street,Smith Street, and ' Wheeler Road flow by gravity to the Clark Street pump station. The Buckland Road sewer flows by gravity north. Sewage from the Original ECHN building at Buckland Road and Deming Street as well as from Manchester Pediatric Associates currently flows by force main to the Buckland Road gravity system. In addition, ECHN 1I and ECHN III ' sewage flows southerly by force main to the gravity branch located west of LA Fitness. ' In 1995,Weston and Sampson performed a sewer study of the Buckland Road wasteshed, and determined the most cost effective sewering plan for the wasteshed. The most cost effective sewer alignment to serve what is now the Evergreen Walk site was found to be a gravity sewer which connected to the ' F:\P2000\481\A17\Utilities\Utility Impact Statement\Utilityreport_2017-05-10.Doc 5 ' D FUSS&O'NEILL existing sewer system on Clark Street. Such an alignment included the installation of 1,900 lineal feet of 12 inch sewer from a manhole north of the ' Clark Street pump station to the western property line of Evergreen Walk, generally as shown on Exhibit 3. From that point, the entire site could be served. The new alignment is in place and referred to as the Gateway Trunk Sewer. This alignment required the crossing of wetlands and Plum Gulley Brook. ' Improvements to the capacity of the Clark Street pump station are not required to accommodate sewage flows anticipated by the proposed General Plan of Development. ' C. Proposed Improvements ' There are no additional off-site improvements required for the proposed Evergreen Walk development. D. Conclusion The quantity of sewage to be discharged from the uses proposed in the ' development plan can be adequately served by the existing Town of South Windsor sewerage facilities. IV. STORMWATER MANAGEMENT A. Existing Conditions ' The proposed project is situated on a parcel of land containing 243 acres located west of Buckland Road,north of Smith Street and south of Deming Street. ' Plum Gulley Brook flows near the westerly boundary of the project and is actually within the project area for a distance of about 2400 feet. There are two unnamed streams on the site that are tributary to Plum Gulley Brook. One of the streams flows along the southerly boundary and originates south of Smith fStreet. The larger stream flows west to east from Buckland Road about 2,000 feet north of Smith Street. This second stream,which originates on the east side of Buckland Road, joins Plum Gulley Brook within the project area. ' In addition to the stormwater runoff from within the project roject area there are about 190 acres east of Buckland Road that drain to the project. Part of this ' flow is from the detention basin constructed as a part of the Lowe's/Target project. It is assumed that any future construction within the drainage area east of Buckland Road will include detention facilities that will maintain flow rates equal to existing levels. ' All of the stormwater runoff from the site and the area east of Buckland Road discharges to Plum Gulley Brook. A little over one mile downstream of the proposed development,Plum Gulley Brook and Whaples Brook join at Vintons ' Mill Pond to form the Podunk River. ' F:\P2000\481\A17\Utilities\Utility Impact Statement\Utilityreport_2017-05-10.Doc 6 FUSS&O'NEILL B. Proposed Detention and Storm Sewer System ' In order to minimize environmental damage and the possibility of increased runoff overloading downstream drainage facilities, stormwater best management practices (BMPs) will be utilized both during and after construction. A series of ' sedimentation and detention basins have been and will be constructed to control sediment and peak storm flows. Infiltration of stormwater will be utilized where geologic conditions permit. During the design stage, efforts will be made to create detention and infiltration basins that are aesthetically pleasing and nuisance free. During construction, erosion control measures will be installed to minimize erosion and sedimentation. Haybale erosion checks and silt fence will be installed where needed. Sedimentation basins will be constructed when needed. 1 In some cases, detention basins may be used as temporary sedimentation basins. All erosion control measures will be constructed in accordance with the requirements of the latest edition of Connecticut"Guidelines for Soil Erosion and Sediment Control". V. OTHER UTILITIES ' A. Electric Power Past discussions with officials of Eversource indicate that no problems exist relative to the supply of power to the proposed site. New service to the site is and will continue to be underground. ' B. Gas Yankee Gas has a main line in Deming Street and Buckland Road that is adequate to serve the proposed development. The Deming Street gas line serves ECHN. The Buckland Road gas line branches off onto the southern Tamarack Avenue by The Shoppes and along Cedar Avenue south of LA Fitness. The Cedar Avenue branch currently serves LA Fitness and ECHN II. C. Communications There is adequate telephone and data service available to the proposed development. i 1 1 F:\P2000\481\A17\Utilities\Utility Impact Statement\Utilityreport_2017-05-10.Doc 7 MS W File 1Q LpeM Ex.0911°LOC w°,LAYOW Map IM,2007- HBWN o O 6467 I NE 7D3 32'30"•' 660 000 FE$T YOS WINOSORv11d,d Ili Mi. g ,7pp 35` .701 rl3ROAa J3RooxJ w o ,• bT a �C'� Q • •E O � •. �'�,.,�..� 1 . 30217 •9 {•^ T S D • `q,,Q � ,• ' • t m .•' . Ea ram go �Am�" '^, .'�tl• i'T `... �' :•• •• • es ,,• ' • •••®:••• �� 1 ilyj?1 CO .. '•:;� ,+a, a rAlia :,. : '4 ° * : `�iH n\ r •• • 1• f • �e '•�••„• i� • l� /� "s/� p • , �•jrt ; •e •e[e { q • l • 14l! • •• r • • .• _ ) fir. ,► I w� ••,•/•� SA ' 4 .i 1� {•••% 1.•''�••: w S • . •',� r • '�` ►� '' !• •: ✓ Tim � . '•�• +�•� '-A' • �•W+ x •rr. ^. (7 ,ter/ fM.i • •• \ �.11 i,.#" •� r^r .fJ/� •VF 'e'L++,ii,,� • , � H. � + ••• , Q • r ��,'���. `,� x,i .f�:• °PODUNK RIVER r • �,� ' � DRAINAGE AREA .41 •• . • '' ?:.:' �' o +n r PLUM GULLEY �r tz�oil ,,j�/ .°°••. •.• > .•I. i. .e DRAINAGE AREA *►* ":1$�r .rl, Ilk ' , ° t 1 t t ' ct.:• �,.. ' ;•' ate, r r e • 1 � WALK • r r '`' 0 � e r •�, I iQ.. •�' t• �' � ,J '� t , O r • C R ��ry�J../✓. A • ' '• EVERGREEN WALK' 1� S' t <TO JACQUES POND ' f ° •4• ''� if�C ;J��' o��, r cro�op r . ; . •. • .: 1 0 BUCKLAND PLAZA �-�` •'. � ' Cal . • ,.'.,' • •. •• •,,,...•�.. ., e. 4••. . B ,.+ r z �••• ANCHESTERINDOSTRIAL «� °e1•,•'r e e O �� .. ..... .. PARK 1 J.C. PENNEY •r' ' ` ; rJnwe 0 r ` ,•..•,,,, •.Note: Other subareas contained in drainage mode 8 „ , '"' a� hake been omitted from this map for clarity h••A1,f11R,/� f T.'.,n0.A RAAW-t-1MgTFP rT •t SM RUADRANGLE REVISED 1�J?. O 9 G X 1 I LAND USE TABLE J� _ LAND AREA WITHIN NOTE: PROPOSED BUILDINGS TO t:" ��.: EXISTING LINE 1 2 THE BUCKIANO ROAD GATEWAY DEV.ZONE 229.9 AC BE CONNECTED TO WATER LINE 'L' WATER THE RURAL RESIDENTIAL ZONE 13.1 AC it OVERALL PROPERTY 243.0 AC It EXISTING APPD/PROP TOTAL PKG PROP. BUILDINGS,RETAIL The Shops at Evergreen Walk 284,750 SF The Shops Phase l+ 90,250 SF / -�'`�{/ r j''! ��j�` Wright Properly(Uri t S) 50,D SF 250 Unit 12/13 15o,0OD 00 SF 750 Unit 16 25,480 SF 127 A .✓ `s .//'' \ TOTAL 375,000 SF 225,490 SF 600,4805F 1,127 /➢ r,� �\ �./o`y./ J�. r a — ♦♦� \ BUILDINGS,OFFICE �'- The Shops at Evergreen Walk 3,8705E ECHNMed Center 39,620SF 5outh EXISTING WATER�I NE Off eth , 011'a-Unt 14 l&II 58 15,00 8005E 0 SF ^\ Off "-unt7E&7D 22,000 SF ,-%� , Office-A Sp O,E,F,G 111,230 SF .tJ It TOTAL 139,4905F 111,230SF 251,170SF 501 \\ ` EINM BUILDINGS,RECREATION LA Fitness at Evergreen Walk 45,000 SF / 1t / \\ TOTAL 45,0005E 45,000 SF / +I r FL j L T \\ 1 BUILDINGS,HOTEL Hotel-Town Square(approved) 108 Rooms OTAL 108 Rooms 108 Rooms war OFFICE.S001N1�1 BUILDINGS,RESIDENTIAL 29"Sir / / The Residences at Town Square(U/C) zoo unit: / \ � j TOTAL zoounns zooumts r� I i/ A\\�7/ BU LDINGS,INSTITUTIONAL Urn,3/ A-sed Living 122,600SF Ufit 3l4ndependeni ivinnG 40Un 140 122,6001 OTAL 290 Links SF f I 290 Units 290 255,000 SF 255,000 SF IFF \ / _,� \'�yw✓' too oeo si,As as e999rro ar r� n BBawlu?. TTl it m if AF'In9Ii9T. � FFIte_ j�p/ �' rI as,Dao3I La I'11 I j� i60I00 EG`} _'I' I �UEtS.D II 9T. �I \ J PROPOSED r 1lLli WATER LINE � r DZlF45T. �vly;J L / \g3 `' �., \\ ? _ 'l`ru(luJ A',t L/N "C J _ Spina r i II i I aJee n1711T16111 1yigoo all .{I�l IyIFIH� zs oeD sF RAbu _ ltl l I � .l Il `� 'y Y '' f+^ I III �\ v .+� �,. .j xa,DDo ar I EXISTING WATER LINE / / vJ---♦vmay � � ��� r ��� �� � b_, r -el / A.i I AV astoD I �i L II I� I� ell "�G `�•'/( �I f�/��,;/v�!/,% r� / �,,�,, 1l�I �iL.rP_L n � �h '''U-�E�( l l _ � y ow I i PROP©SE� DR RETAIL I 1 I� IIII 2stsey 'lll � �` � \�• L-�:�C'J�,IU ���7�i � I r J �� ,. ��r �l I �l� JI EXISTING WATER LINE RETAIL 59 )r Ir 'i _ :9D8 of ./ _I. ,� EXISTING „LAD � �, ,' ��� ,/_ WATER LINE IJ �RESIDENTIAL200 UNITS RETAIL / _j- 14 1Ate. i r rr T � 77.... I 1 2 �--'-�--`�\ Jil ill "U",H,rJ qT 3 /,' LEGEND: � _ UIIT�IIlUT1N11;177E 1� F_ � lf/ PROPOSED WATER MAIN EXISTING WATER MAIN 5' � i gg ___SHEET TITLE � ^s-..••-¢ _ THIS DOCUMENT,THE IDEAS AND InPRELIMINARY PLAN OF DEVELOPMENT DESIGNS INCORPORATEDHEREIMASAN 8 s EXHIBIT 2-WATER SUPPLY INSTRUMENT OF PROFESSIONAL SER11 ES,STHEPROPERTYOFTHE ARCHITECT,AND IS NOTTO BE USED,IN JOB NAME WHOLE OR IN PART,FOR ANY OTHER PROJECTOR BY ANY OTHER PERSON.OR m EVERGREEN WALK CO RPCRATON OTHER THAN THAT X NAMED HEREON WITHOUT THE WRITTEN AUTHORIZATION OF THE ARCHITECT. I ANYSUCH UNAUTHOR2EO USE WILLS N EVERGREEN WALK, LLC. SOLELYATTHEUSER'SRISKANDTHE FLB Architecture&Planning,Inc. 19 Silver Lane East Hartford CT06118 ARCHITECT WILL BEAR NO RESRONSIBIUTY 860 568-4030 fat: 860 568-5129 e-mail:flb@llbarch.com web:www.filearch.com ARISING 0UT OF SUCH USE. I I LAND USE TABLE LAND AREA WITHIN NOTE: PROPOSED BUILDINGS TO THE BUCKLANO ROAD GATEWAY DEV.ZONE 229.9Ac BE CONNECTED TO SANITARY LINE tL \ ! ' THE RURAL RESIDENTIAL ZONE 13.1 AC OVERALL PROPERTY 243.0 AC \ EXISTING APPD/PROP TOTAL PKG PROP. BUILDINGS,RETAIL The Shops at Evergreen Waik 284,750 SF The Shops Phase It 90,2505E Wright Property(Unit5) SO,OOESE 250 r t i5 U 0,0005F 750 U ni[1612/13 25,480 SF 127 ` \\ ; ♦` f�. �K7 ty TOTAL 375,000 SF 225,4SO 5F 600,480 SF 1,127 BUILDINGS,OFFICE ' ,2y(' &V 1j" \\\\ ) The Shops at EVng—n Walk 3,870 SF 11 ,�,�\ \\ ECHN Med'cal Center 39,820 SF � y •r� o ✓ Off ce S-th I&It 58,800 SF 0ffce Un't14 15,000 SF Offer Ura 7E&7D 22,000 SF Off- A B D,E,F,G 111,230 SF IC' \\ j /01 ./ TOTAL 139,4905F 111,2305F 251,170SF 501 BUILDINGS,RECREATION TOTAlLA tness at Evergreen Walk45,000 SF 45,000SF 45,000 SF r BUILDINGS,HOTEL i' ♦ �/ ~ "+ //�/ `*�7� ' Ho[el-T Square(approved) oms 108 Rooms TOTAL 308 Room own s 108 Ro r V�` • '� I ,'� S //,•'/ / BFFItfi-SB4TH II�! BUILDINGS,RESIDENTIAL 1 29,,0SF TOTAirsdpn_e;.,tT�,vn Sq,ar�.ID„' 2000,,il, 200 Units EXISTING SP;NITARY -'� BUILDINGS INSTITUTIONAL RFT'` "�/7 t�� �� Unit3/4 A" t dLaing 150Un", 150 SEWER LINE ,�` � ��� It` 122,60o SF 9) / / of �FfiGE SOUTHI �r, / / I� Dolt 3,4 Independent Livinng 40 Dolt. 0 1 .5 S D R 9 H D P E I P S ����� ���� �� , 2v.499SF IA��:••> � ' 122,600 SF / I (�`� 1 i jh'�J 11 I TOTAL 290 Units 290 units I 255,000.SF 255,000 sf 1 Pao OFFICE B Boo.aiaa ao on l� o sir s n"C.., �J �� l �F� w _.�_.... C3 1z5ROOMr4ST•. / ROP05ED SANITARY err rr �r r, I S\EVN R _ LINE (TYP.) L� % r�� J I ' A Irf / ,. \i ,0j Oi06T�EXISTANG 89 SANITARY 1, 3 �SEWER LINE .i1 I E P,S,O,oON9xIt BT r1�/l 1', r a, Did= c 32 AT. it T — V� u- //177 -� �^ ,��„aNa M i��,o„.,wT4 E:p � �� _.1 `'�•�•.� (I- 10 o9us J �C.� j�x.1JJ1u Lf' i I I ' // '41 11 ' `QP 11 R tall /�-`CC �? .�, `^ ✓. .e ''. �.... n� � 'i � -_ III'TIIIIIL A ,.. � `�C. �I` -�1 SU-U�C IF EXISTING 12 SANITARY- . IF i SEWER LINE m ill u1 �+I'I _ `��'�'` r-1 Ir II 7 it PROPOSED SANITARY SEWER LINE (TYP.) "� 91i DID' EXISTING 12 SANITARY S ) ER LINE .r All Ito if \. plc^� "'/J ♦ r FDA "" /1 t \�`4^ h• YI". / �� �,Q J '� ��m l ��I ,l-dRJ.tl I i I i RET41l / '•`l rl, v � 1 �t rr/ I -.�✓EuiEPL •V " r ii._, �`�. /r . ,`'1 =,y b� I i71C111� J / ' 1 RETau s'a.000 er 1'—�iE �1 /fi �,% �� �•/`� /l ✓` '� t -:;i' �� 00 K�.\ \.�`\C � L�J1� ��� L I \� .; ., I,I, _ U I I � Ci�../ - � j,,'� arr's'•�i� / J Il �i I I ' , / —II It li I I I�r IrI i PROPOSED SEWER MAIN >_————s $ f II I EXISTING SEWER MAIN i I r — •-- I— - III T qq SHEETTITLE j 5 2 THIS DOCUMENT,THE IDEAS AND ^' F z H PRELIMINARY PLAN OF DEVELOPMENT DESIGNS INCORPORATED HEREIN,AS AN S - s EXHIBIT3-SANITARY SEWER INSTRUMENT OF PROFESSIONAL SERVICES,IS THE PROPERTY OF THE Ara TECT,AND IS NOTTO BE USED,IN EEl P JOB NAME WHOLE OR IN PART,FOR ANY OTHER 3 EVERGREEN WALK COROTIIDNYOTHERPERSON.OR m OR OT OTHER THAN THAT /\ MHO OORTOEU �\// AUT PROJECRIZ4TION H ARCHITECTT, I /� ANY SUCH UNAUTHORIZED USE WILL BE W EVERGREEN WALK, LLC. SOLELY AT THE USERS RISK AND THE FLB Architecture&Planning,Inc. 19 Silver Lane EastHarttardCT06118 ARCHITECT WILL BEAR NO RESPONSIBILITY ARISIN G OUT O 8fi0)568-4080 fax:(860)fifi8-6129 e-mail:flh@ilharah.eom weh:nalw.flhareh.eom F SUCH USE, ( ®146 Hartford Road,Manchester,CT 06040 ❑50 Redfield Street,Ste.100,Boston,MA 02122 FU S Qr(1 L 'NEIT L TEL:(860)646-2469 FAX:(860)533-5143 TEL:(617)282-4675 FAX:(61 )282-8253 v C7C V ❑56 Quarry Road,Trumbull,CT 06611 ❑317 Iron Horse Way,Ste.204, Providence,RI 02908 TEL:(203)374-3748 FAX:(203)3744391 TEL:(401)861-3070 FtLX:(401)861-3076 ❑78 Interstate Drive,West Springfield,MA 01089 ❑717 Lady Street,Suite E,Columbia,SC 29201 TEL:(413)452-0445 FAX:(413)846-0497 TEL:(803)376-6034 FAX:(803)376-6035 Letter of Transmittal To: Date: May 12,2017 Michele Lipe,AICP Project No: 200048LA17 Task No.:300 Director of Planning Town of South Windsor Re: Evergreen Walk 1540 Sullivan Avenue South Windsor CT 06074 ` Unit 3-4 General Plan of Development Telephone No: 860-644-2511 x252 We are sending you: ❑Attached ❑ Under Separate Cover ®via Courier ❑ Shop Drawings ❑Prints ❑Plans ❑ Specifications ❑ Copy of Letter ❑ Change Order ®Reports ❑ Other Copies Date No. Description 10 Utility Impact Statement for Evergreen Walk General Plan of Development Update ❑ For approval ❑Returned loaned prints ❑ Furnish as submitted ❑As requested ❑Return signed original ❑Furnish as noted ❑ For your use ❑ For bids due ❑Rejected ❑ For review&comment ❑ Submit copies for distribution ❑Resubmit copies for approval Michele, Enclosed are additional Utility Impact Statement for Evergreen Walk to support the application for changes to the General Plan of Development. Please review and let me know if you have any questions. oECEIVE® Signed: c: 5 Z017 MAY � Ronald Bomengen,PE,LEED AP Senior Project Manager gpuTH YJINO��'� - F:\P2000\481\Al7\Corrcs\Sent\South Windsor\2017-05-12-Lipe_GP_Unlity Report\2017-05-12-Lipe.docx i ��0� AECOM 860 529 tel 500 Enterprise Drive 860 529 3991 3991 fax Suite 3B 860 990 6755 Direct Built to deliver a better world Rocky Hill CT 06067-3913 www.aecom.com stephen.mitchell@aecom.com Memorandum To John Finguerra 14-7 � — Cc Project Team Subject Assisted Living Traffic Generation / From Stephen F.Mitchell,P.E. Date May 23,2017 Job No.60410450 We have reviewed the impact of adding the land use"Assisted Living"to the permitted land uses in the Gateway Zone, and we offer the following comments: We computed the relative traffic generation that would be anticipated from the construction of 100,000 square feet of the following uses: • Residential(apartment) • Hotel • Office • Retail In addition,we generated traffic that would be anticipated from the construction of 100,000 square feet of assisted living facilities. In all cases, we used the publication"Trip Generation" published by the Institute of Transportation Engineers (ITE). Trip Generation is the best accepted and most widely used data base for calculating traffic from various types of proposed land uses, and it is based on actual traffic counts taken over the past several decades. It uses a trip regression analysis to determine the traffic generated by a new land use. The attached table shows the trip generation for each of these uses for the weekday morning, weekday afternoon, and Saturday mid-day peak hours. It clearly shows that the Assisted Living use generates substantially lower traffic than any of the other potential uses on the site. On Saturday, for example, it generates less than 3%of the equivalent size of retail development. We therefore conclude that the text amendment to add Assisted Living facilities as a permitted use will reduce the potential traffic generation in this zone. `�tltlttEiftfq�l cowv , ', * #13321 ! O i to i�����` Trip Generation Comparison ITE Trip Rates AM Peak Hour PM Peak Hour Saturday Peak Hour Land Use Enter Exit Total Enter Exit Total Enter Exit Total Residential du 81 333 414 329 174 503 211 211 422 Assisted Living du 28 19 47 75 61 136 75 61 136 Hotel rm 597 431 1028 528 542 1069 667 667 1333 Office kSF 1887 502 2389 999 2572 3571 2070 1561 3631 Retail kSF 595 365 959 1780 1930 3710 2506 2313 4819 A=COM May 23, 2017 Built to deliver a better world Appl. #17-13P, Evergreen Walk General Plan of Development Modification 5-23-2016 Planning Department Report 1. The original general plan approved in 2001 and this plan was renewed in 2014 and modified last year. This is a request for a modification to the General Plan of Development layout to decrease/increase approved square footages/units of certain uses to the following on property located at 151 Buckland Road (within `Evergreen Walk'), on the westerly side of Buckland Road, on the southerly side of Deming Street and northerly of Smith Street, Buckland Road Gateway Development Zone 2. Proposed changes with this modification include: • Reduce to 600,480 sf of retail; • Reduce hotel rooms to 208; reduce office to 251,170 • Eliminate the institutional use and increase assisted living units to 290 • No changes to 200 Apartment or 75,000 Recreational use In 2016 the PZC • 2016 changes - The addition of a 255,200 sf of continuing care (institutional use) which would include 160 units of independent living; 160 units of assisted living; and 55 units of institutional in a four story facility. • Eliminate 80,000 sf of potential retail and 30,000 sf of potential recreational use 3. The applicant's traffic impact statement for the changes in the proposed use shows a reduction in the traffic during all peak times evaluated. The new general plan which incorporates the Independent Living facility shows another round-about. Connecting to Cedar Ave. In addition to this connection, staff is recommending that the PZC required the applicant to complete the final coat of pavement in the existing Cedar Ave entrance and road connection. 4. Utility impacts to assess proposed changes were addressed in the report that you received. This report was reviewed by Town Staff and no concerns were expressed. Adequate public water is and sewers are available in the area and details designs would be reviewed at the time of site plan approval. 5. All of the parking proposed for this new facility shows parking distributed around buildings. The Gateway zone regulation notes that it is the intent of this regulation to create off-street parking that is creative and to achieve attractive, innovative parking layouts that will accent and highlight buildings and features of the zone. i 6. The fire marshal did note that they should be consulted early on in the building design as they often require a ring road around larger facilities for emergency access. 7. There are regulated wetlands on the site in the area of the proposal. Existing trees and hedgerows must be incorporated into site design and preserved to the maximum extent possible tree and hedgerow preservation must be addressed with the site plan. 8. Pedestrian access is shown throughout the site and is shown connecting north and south and to the Shops. A walking trail system proposed along the western portion of the site will be completed up to Unit 8 with the completion of the apartments. This trail system should be underway with the apartment construction. As development approvals continue, the Commission will want to continue to ensure that there is a strong pedestrian and bicycle connection between the many facets of the project continue and the internal trail system gets completed. 9. Some improvements we are looking for the developer to commit to during this next phase of development include completion of the walking trail; completing the final pavement (along Cedar Ave heading south), removal of structures on site such as the old barns and the vacant houses along Buckland Road and completing the water loop as required by the Fire Marshal and CT Water. 1 O.Prior to any actual building or site construction, a full site plan of development that is in conformance with the approved general plan must be submitted and approved by the Commission as well as the Inland Wetlands Agency and the WPCA. The site plan will include all of the engineering details as well as final building design and site layout. 11.If this General Plan is approved, Planning Dept. requests that the general plan be updated to reflect construction that has occurred and building design changes that have been made). All of the conditions of the 2014 general plan approval will remain in effect. 2 SSW N Sf4 co F 719v I i� O-P slaa& ?d&U&1at a y r. 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 l�dSOR•CO TELEPHONE (860) 644-2511 CERTIFIED MAIL 7011 1570 0000 6337 2119 May 25, 2017 Evergreen Walk, LLC C/o Alan Lamson FLB Architecture & Planning, Inc. 19 Silver Lane East Hartford, CT 06118 Re: Appl. 17-13P, Evergreen Walk LLC, General Plan of Development Modification Dear Mr. Lamson: We are pleased to advise you that the Planning &Zoning Commission voted on May 23, 2017 to approve modifications to the General Plan of Development to decrease/increase approved square footages/units of certain uses to the following: 600,480 sf of retail; 108 hotel rooms; 251,170 sf of office space; delete the Institutional Use and increase Assisted Living units to a total of 290 units; and no change to the 200 residential dwelling units and 75,000 sf of recreational space; on property located at 151 Buckland Road (within `Evergreen Walk'), on the westerly side of Buckland Road, on the southerly side of Deming Street and northerly of Smith Street, Buckland Road Gateway Development Zone, as shown on plans prepared by FLB Architecture and Planning, Inc., Project No. 99508.00, Sheets Z3-1 through 3, dated 2/20/14 as revised with the following conditions: 1. Site Plan of Development approval is required prior to construction,per Section 4.2.15.D of the zoning regulations. Construction phasing must be included on Site Plan of Development if appropriate. 2. At the time of site plan submission,the Commission will review all specific details of the project, including,but not limited to,the following concerns raised during the General Plan of Development update application process: • Completion of the water loop for the site; • Completion of final pavement(from Cedar Avenue heading south); • Timeframe for removal of structures on site (old barns and vacant houses along Buckland Road); 0 Timeframe for completion of the walking trail; • Establishment of a road network for the new proposed Independent Living Facility to Cedar Avenue and Hemlock Ave so that there are two primary access roads to the new proposal. 3. Updates to the general plan should be made to reflect the current conditions on site. 4. No building permits will be issued until any required OSTA certificate has been issued (per CGS §14-311). 5. All approval conditions of the March 11, 2014 for Appl. 14-09P, Evergreen Walk General Plan of Development remain in effect. Black and white mylars of Sheets Z3 -1 through 3 of the General Plan of Development, with this approval letter reproduced thereon,must be submitted. After the mylars have been endorsed by the Commission,they will be returned to you for filing in the office of the Town Clerk. Three blueprint copies of the entire set of plans must also be submitted. Sincerely, Gary Bazzano, Chairman Planning and Zoning Commission GB/llz Cc: Attorney Christopher Smith Fuss &O'Neill Town Engineer Chief Building Official Assessor CIO C * F To� 0-le siou� V&Uaot J �i 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 OR-0 TELEPHONE(860)644-2511 December 22,2017 Mr. David Sawicki The Office of State Traffic Administration Connecticut Department of Transportation 2800 Berlin Turnpike Newington CT 06063 RE: Appl 17-13P,Evergreen Walk Mixed Use, Town of South Windsor Dear Mr. Sawacki: This letter is to correct the approved square footage of recreational space referenced for the most recent General Plan for Evergreen Walk approved by the Planning and Zoning Commission May 23, 2017. The square footages approved as are follows: 600,480 sf of retail; 108 hotel rooms; 251,170 sf of office space; delete the Institutional Use and increase Assisted Living units to a total of 290 units; and no change to the 200 residential dwelling units and 45,000 sf of recreational space consistent with the Land Use Table included on the approved plans. Please let me know if you have any questions. I can be reached at(860)644-2511, ext. 252. Sincerely, Michele R. ipe,AICP Director Planning Cc: Evergreen Walk LLC Stephen Mitchell Fuss & O'Neill Town Engineer Chief Building Official Assessor