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HomeMy WebLinkAboutProject Files (37) PZC MISCELLANEOUS 2005 Windsor Minimart Inc. d/b/a Pickle Works Deli & Grill 976 Sullivan Avenue South Windsor, CT 06074 DECEIVED November 16, 2004 NOV 17 2004 OIJTH I!DSOR PLANNING DEPT. Ms. Michele Lipe, Planning and Zoning Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Regarding: 405 Sullivan Avenue, South Windsor - Tom Kuhn Owner of Property Dear Michele, I would like to discuss a proposed use for 405 Sullivan Avenue"banquet and catering facility"before the Planning and Zoning Commission. I believe Section VI Use Regulations "industrial zones" could be applicable to this use (reference Maneeley's Banquet and Catering). Please advise on a date and time the commission is available to indulge in this concept for this property. Sincerely, Thom Dembkoski f Pickle Works Deli& Grill DESIGN PROFESSIONALS, INC. civil engineers ♦ planners ♦ surveyors landscape architects ♦ gis ♦ gps December 7, 2004 Marcia Banach, Director of Planning Town of South Windsor p E C 0 9 2004 1540 Sullivan Avenue South Windsor CT 06074 RE: Prospective Residential Development DPI Proj. No. 2013 Burnham Street South Windsor, Connecticut Dear Marcia, Design Professionals, Inc. respectfully requests to be placed on the Planning&Zoning Commission agenda for an informal discussion regarding a prospective residential development on Burnham Street. As per our recent conversation, I understand that January 40'is likely to be the earliest possible date for such discussion. As always, the purpose of this discussion would be to secure PZC/staff input, however, we understand that the PZC/staff comments are non-binding. Thank you. Sincerely, DESIGN PROFESSIONALS INC. //'x "at By: r Peter R. DeAa lie President cc: Todd Kriney 165 South Satellite Road,South Windsor,Connecticut 06074 Tel: (860)291-8755•Fax: (860)291-8757 Email: dpicivil@aol.com y w BERMAN, RUSSO & SULICK � ATTORNEYS AT LAW FEB I L1 2005 819 CLARK STREET SOUTH WINDSOR, CONNECTICUT 06074 SOUTH VVINOSOR PLANNING DEFT. TELEPHONE(860) 644-1548 (800) 352-8157 FAX(860) 644-3656 JON D. BERMAN 47 WEST MAIN STREET FRANK W. RUSSO AVON, CONNECTICUT 06001 JAMES E. SULICK TELEPHONE(860)674-9222 REPLY TO: SOUTH WINDSOR February 10,2005 Ms. Michele Lipe Asst. Director of Planning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT. Re: Birch Mountain Earthworks,LLC Dear Ms. Lipe: I represent Birch Mountain Earthworks,LLC in connection with its efforts to purchase property known as Lots 1, 2 and 3 Kimberly Drive in South Windsor(the "Property"). The Property is located in an Industrial Zone. If the purchase of the Property is concluded, Birch Mountain Earthworks intends to relocate its landscaping contracting business to the Kimberly Drive Property. Currently,the operations of Birch Mountain Earthworks include items described in Schedule A to this letter. If it moves to the Kimberly Drive Property, it proposes to expand its operations to include items described in Schedule B to this letter. We would appreciate the opportunity to obtain the advice and counsel of the Planning and Zoning Commission as to whether the current and proposed operations of Birch Mountain Earthworks would be permitted uses in an Industrial Zone in South Windsor. We would appreciate it if you could add us to the Planning& Zoning Commission agenda for February 22,2005. At that time, we could provide you with a further description of the business and its plans. We also hope to engage in an informal discussion of whether the same would be appropriate in an Industrial Zone. Please address any questions or written communications concerning Birch Mountain Earthworks to me at my South Windsor office. Thank you for your cooperation. Sincerely, Frank W. Russo I , Ms. Michele Lipe Re: Birch Mountain Earthworks, LLC February 10, 2005 SCHEDULE A A brief summary of current operations of Birch Mountain Earthworks, LLC: A landscaping contracting business including the following uses and operations: - Storage of trucks,trailers and construction equipment(inside and outdoors); - Office space for business administration; - Landscape Displays (outside) ; - Sales of natural stone products and other products - Storage of job materials including: - Pallets, bins of stone, mulch, dirt, fill, concrete, shrubs, stumps, landscape boulders, topsoil, landscape timbers, concrete products and natural stone products. SCHEDULE B A brief summary of proposed future operations of Birch Mountain Earthworks, LLC: - Operations described in Schedule A above; - Rental and sales of construction equipment; - Use of topsoil screener to screen topsoil; - Wholesale and retail sale of more landscape products. ZOwN Sf4 C4) ' X F. 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 r�OSOR-co TELEPHONE (860) 644-2511 March 3,2005 Matthew B.Galligan,Town Manager 1� 2 Town of South Windsor 1540 Sullivan Avenue South Windsor,CT 06074 j RE: Buckland Road Sewer Extension South Windsor,CT Dear Mr. Galligan: The South Windsor Water Pollution Control Authority,at its regular meeting of March 1,2005,gave approval.to proceed with the Buckland Road Sewer Extension,as more specifically shown on plans entitled"Buckland Road Sanitary Sewer Extension",prepared by Town of South Windsor,Engineering Department, South Windsor,CT,Drawing No. 1 of 2,Dated 02-18-05,and subject to the following conditions: 1. Technical approval of the Town Engineering Department. 2. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff,and based upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans previously approved by the Authority,and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, Jos" h J.Carino,Chairman Water Pollution Control Authority JC:ead Cc: Michael J.Gantick,Director of Public Works Jeff Doolittle,Town Engineer ✓Marcia Banach,Director of Planning Chris Dougan,Chief Building Inspector ACCOUNT Y?, F� KVILLE BANK NUMBER 14000009929 l� ELLINGTON RD BRANCH REGULAR SAVINGS STMT 1645 ELLINGTON RD ACCOUNT OWNERS)NAME&ADDRESS SOUTH WINDSOR, CT 06074 FRANK E AHEARN OWNERSHIP OF ACCOUNT-PERSONAL PURPOSE 830 PLACITA DELA COTONIA ❑ INDIVIDUAL [�l GREEN VALLEY AZ 85614-1328 ❑ JOINT-WITH SURVIVORSHIP(and not as tenants in common) ❑ JOINT-NO SURVIVORSHIP(as tenants in common) ❑ TRUST-SEPARATE AGREEMENT: k ❑ REVOCABLE TRUST DESIGNATION AS DEFINED IN THIS AGREEMENT Name and Address of Beneficiary: 6C�G�/�/e� �� �� � A� NEW TYPE OF ❑ CHECKING SAVINGS ACCOUNT ❑ MONEY MARKET ❑ CERTIFICATE OF DEPOSIT ❑ NOW ❑ -- This is your(check one): ® Permanent ❑ Temporary acccunt agreement. ( Number of signatures required for withdrawal 1 FACSIMILE SIGNATURE(S)ALLOWED? ❑ YES ® NO OWNERSHIP OF ACCOUNT-BUSINESS PURPOSE ❑ SOLE PROPRIETORSHIP ❑ CORPORATION: ❑ FOR PROFIT ❑ NOT FOR PROFIT IX ❑ PARTNERSHIP SIGNATURE(S)-The undersigned agree to the terms stated on every ❑ page of this form and acknowledge receipt of a completed copy.The undersigned further authorize the financial institution to verify credit BUSINESS: and employment history and/or have a credit reporting agency COUNTY&STATE prepare a credit report on the undersigned, as Individuals. The OF ORGANIZATION: undersigned also acknowledge the receipt of a copy and agree to the AUTHORIZATION DATED: terms of the following disclosure(s): ® Deposit Account Q Funds Availability KI Privacy DATE OPENED 11/21/02 By B55PFARREL ® Electronic Funds Transfer IN Truth in Savings INITIAL DEPOSIT$ 100.00 ❑ ❑ CASH ® CHECK ❑ HOME TELEPHONE# (860) 644-2511 1 BUSINESS PHONE# (860) 644-2511 (�►` J DRIVER'S LICENSE# NOT AVAILABLE . FRANK E AHEARN E-MAIL NONE I.D. # 026-22-6379 D.O.B. 02/03/31 EMPLOYER RETIRED MOTHER'S MAIDEN NAME Chex not called Name and .adress of someone who will always knowyour location: (2).s: TOWN OF SOUTH WINDSOR� I.D. #/ D.O.BI. -7 BACKUP WITHHOLDING CERTIFICATIONS r ✓ �� `` � L�/�'S�C TIN: 026-22-6379 (3): LX ® TAXPAYER I.D. NUMBER - The Taxpayer Identification Number shown above (TIN) is my correct taxpayer identification number. I.D. # `5-H- S'7 a3D.O.B. /d/f ,3 91 BACKUP WITHHOLDING - I am not subject to backup withholding either because I have not been notified.that I am (4): subject to backup withholding as a result of a failure to report all interest or dividends, or the Internal Revenue Service has notified me that I am no longer subject to backup withholding. I.D. # D.O.B. ❑ EXEMPT RECIPIENTS - I am an exempt recipient under the Internal Revenue Service Regulations. ❑Authorized Signer(Individual Accounts Only) SIGNATURE:I certify under penalties of perjury the statements checked in this section and that I am a U.S.person(including a U.S.resident alien). IX X (Date) I.D.# D.O.B. E,15&:6e 01992 Bankers Systems,Inc.,St.Cloud,MN Form MPSC-LAZ-CT 11/20/2000 (page 1 of 2) ACCOUNT NUMBER ACCOUNT OWNERISI NAME&ADDRESS OWNERSHIP OF ACCOUNT-PERSONAL PURPOSE ❑ INDIVIDUAL ❑ ❑ JOINT-WITH SURVIVORSHIP(and not as tenants in common) ❑ JOINT-NO SURVIVORSHIP(as tenants in common) ❑ TRUST-SEPARATE AGREEMENT: Y ❑ REVOCABLE TRUST DESIGNATION AS DEFINED IN THIS AGREEMENT Name and Address of Beneficiary: ❑ NEW ❑ EXISTING TYPE OF ❑ CHECKING ❑ SAVINGS ACCOUNT ❑ MONEY MARKET ❑ CERTIFICATE OF DEPOSIT ❑ NOW ❑ This is your(check one): ❑ Permanent ❑ Temporary account agreement. ( Number of signatures required for withdrawal FACSIMILE SIGNATURE(S)ALLOWED? ❑ YES ❑ NO OWNERSHIP OF ACCOUNT-BUSINESS PURPOSE �� ❑ SOLE PROPRIETORSHIP ' e�c'-`T�r ❑ CORPORATION: ❑ FOR PROFIT ❑ NOT FOR PROFIT X ��r ❑ PARTNERSHIP SI AT E(S)-The undersigned agree to the terms stated on every ❑ page of this form and acknowledge receipt of a completed copy.The undersigned further authorize the financial institution to verify credit BUSINESS: and employment history and/or have a credit reporting agency COUNTY&STATE prepare a credit report on the undersigned, as individuals. The OF ORGANIZATION: undersigned also acknowledge the receipt of a copy and agree to the AUTHORIZATION DATED: terms of the following disclosure(s): ❑ Deposit Account ❑ Funds Availability ❑ Privacy DATE OPENED BY ❑ Electronic Funds Transfer ❑ Truth in Savings INITIAL DEPOSIT$ ❑ ❑ CASH ❑ CHECK ❑ HOME TELEPHONE# �' � ( C �4s-► BUSINESS PHONE# O DRIVER'S LICENSE# E-MAIL I.D. # D.O.B — 3 —/4 41 EMPLOYER MOTHER'S MAIDEN NAME Name and ae.iross of someone who will always know your location:_ (�): J I.D. GGO CIO bD.0.6. Z �. LVJI Cr F So t ndSo g, TIN: BACKUP WITHHOLDING CERTIFICATIONS (3)• IX �� /) ❑ TAXPAYER I.D. NUMBER - The Taxpayer Identification S�h75e Number shown above (TIN) is my correct taxpayer identification �•/2At + number. I.D. # D.O.B. ❑ BACKUP WITHHOLDING - I am not subject to backup withholding either because I have not been notified that I am (4): subject to backup withholding as a result of a failure to report all interest or dividends, or the Internal Revenue Service has notified me that I am no longer subject to backup withholding. I.D. # D.O.B. ❑ EXEMPT RECIPIENTS - I am an exempt recipient under the Internal Revenue Service Regulations. ❑Authorized Signer(Individual Accounts Only) SIGNATURE: I certify under penalties of perjury the statements checked in this f X section and that I am a U.S.person(includinggaa U.S.resident alien). L X (Date) IX D.O.B. ©1992 Bankers Systems,Inc.,St.Cloud,MN Form MPSC•LAZ•CT 11/20/2000 (page 1 of 2) I� SOWN SF4 ® Town O-P C "'o 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR•Co� AREA CODE 860/644-2511 December 19, 2005 Everton Thompson 14 Brewer Road Bloomfield, CT 06002 Dear Mr. Thompson: Your request for a Web offset Printing Plant at 248 Chapel Road, South Windsor was discussed by the Planning&Zoning Commission on November 22, 2005. It was recommended that you submit a Site Plan for this proposal. This is done via a Planning&Zoning application which has been enclosed for your use. The Zoning Regulations are on the internet under southwindsor.org—planning— regulations. This information will aid you in preparation for the application. Very truly yours, Michele R. Lipe Assistant Director of Planning MRL/pmm Enclosure i a RECEIVED ` ot���•�. NOV 2 2 2005 SOUTH WINDSOR PLANNING DEPT. v$t,� C—T z*v 7 cf' � • -fig �� � (+let .�,,,..� �..F (,,,�.o ,-�...� ,�e.�,�,--e_ �j �1 � y�,�,� �-ems,.. �• Hesketh EOi 6 Creamery Brook• East Granby, CT 06026 F. A. Hesketh & Associates, Inc. March 3, 2004 Mr. John Finguerra M/S Townline Associates, LLC 1109 Rose Lane Virginia Beach, VA 23451 S RE: "Parcel L" Buckland Road South Windsor, CT Our File: 94010.00 Dear Mr. Finguerra, This report documents the traffic impact related to the proposed 27,750 s.f. retail development for M/S Townline Associates, LLC. The development will be located on the property just north of the property on which Lowe's Home Improvement store is currently situated, as shown in Figure 1 on the Location Map. The conceptual site plan prepared by FLB Architecture & Planning, Inc. and dated 01/08/04 indicates that there will be two separate buildings, one near the north side of the site and the other close to the south property line. A parking lot providing 111 spaces is placed between the buildings. Access to the site will be through one driveway approaching Buckland Road, which will permit only right turn movements into and out of the site. It is anticipated that the proposed development will be constructed and o�erating under normal conditions by the design year of 2005. Background trafficvolumes for 2004 were taken from the Combined Traffic volumes for the approved Evergreen Walk project. They indicate that during the afternoon peak hour, 2564 vehicles are anticipated adjacent to the site, with 1,299 vehicles traveling northbound and 1,265 vehicles traveling southbound on Buckland Road. During the Saturday peak shopping hour, a total of 2,369 vehicles are anticipated, with 1,129 northbound vehicles and 1,240 southbound vehicles A growth factor to accommodate an increase in ambient traffic was applied in order to determine what the 2005 background traffic volumes will be on Buckland Road. The 1% growth factor approved for the area results in volumes of 1,310 vehicles northbound and 1,276 vehicles southbound during the afternoon peak hour. The resulting background traffic for the Saturday peak hour is 1,157 northbound vehicles and 1,250 southbound vehicles. ITE's Trip Generation was utilized to determine the traffic generation anticipated for the proposed retail development. The attached computations indicate that a total of 269 Civil &Traffic Engineers • Surveyors • Planners • Landscape Architects Tel 860.653.8000 • Fax 860.844.8600• email mail@fahesketh.com Mr. John Finguerra March 3, 2004 Page 2 trips can be expected during the p.m. peak hour, with 129 entering trips and 140 exiting trips. The anticipated Saturday peak hour volumes include 195 entering trips and 181 exiting trips for 376 trips overall. The site generated volumes were added to the background traffic volumes resulting in the combined traffic volumes in Figure 3. Analysis of the intersection of the site driveway and Buckland Road was accomplished with the use of SMCHRO, a Trafficware program based on the methods described in the Highway Capacity Manual to analyze roadway networks and intersections. Unsignalized intersections are rated on a movement-by-movement basis, calculating the delay vehicles performing a given movement can expect to experience. The delay is translated into a level of service (LOS), which is on a scale of A to F with the highest LOS A providing the shortest delays and the lowest LOS F having the longest delays. The results of the analysis indicate that vehicles exiting the site will experience LOS C during the p.m. peak hour and LOS D during the Saturday peak hour. It is our opinion that the 27 750 s.f. retail p e ail development proposed for the location east of Buckland Road and north of the Northern Hills retail site will not have a significant impact on the existing roadway network. The proposed driveway is designed appropriately with respect to existing roadway geometry and sight lines. We are prepared to present our findings to the appropriate Town and State agencies, as required. Very truly yours, F. A sket &A ociates, Inc. e . Mitchell, P P .E. Manager of Transportation Engineering TA94010\parce1 L\jfi n 3024A.doc Street Atlas USA®2004 Figure 1 : Location Map : Manchester, CT `` `�� o 9 3D a P 9 ya? G \9xi ; - SoctthAWie" or �, •; ��'�llfy�,sT �y i LL aQ 3 30 30 ri - � gam . z a �uhllM$T - ' t_1' N _cs�°�T NiONPL ROD DR An 0gg f zj- if 4 LO D'ST f o BRE ar vote RD 'LE TPK o t' M0Et5E UL7OiS'R"' r � o MTNEYR, #' " {Til. SY I : ©2003 DeLorme.Street Atlas USA® TN Scale 1 25,000 2004. www.delorme.com MN""-M 2,083.3 ft Data Zoom 13-0 Parcel L, M-I84 Associates, Buckland Road, Manchester Summary of Trip Generation Calculation For 27.75 T.G.L.A. of Shopping Center March 02, 2004 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 106.36 0.00 1.00 2952 7-9 AM Peak Hour Enter 1.59 0.00 1.00 44 7-9 AM Peak Hour Exit 1.02 0.00 1.00 28 7-9 AM Peak Hour Total 2.61 0.00 1.00 73 4-6 PM Peak Hour Enter 4.65 0.00 1.00 129 4-6 PM Peak Hour Exit 5.03 0.00 1.00 140 4-6 PM Peak Hour Total 9.68 0.00 1.00 269 Saturday 2-Way Volume 148.47 0.00 1.00 4120 Saturday Peak Hour Enter 7.05 0.00 1.00 196 Saturday Peak Hour Exit 6.51 0.00 1.00 181 Saturday Peak Hour Total 13.56 0.00 1.00 376 Note: A zero indicates no data available. The above rates were calculated from these equations: 24-Hr. 2-Way Volume: LN(T) _ .65LN(X) + 5.83, RA2 = 0.78 7-9 AM Peak Hr. Total: LN(T) _ .6LN(X) + 2.29 RA2 = 0.52 , 0.61 Enter, 0.39 Exit 4-6 PM Peak Hr. Total: LN(T) _ .66LN(X) + 3.4 RA2 = 0.81 0.48 Enter, 0.52 Exit AM Gen Pk Hr. Total: 0 RA2 = 0 , 0 Enter, 0 Exit PM Gen Pk Hr. Total: 0 RA2 = 0 , 0 Enter, 0 Exit Sat. 2-Way Volume: LN(T) _ .63LN(X) + 6.23, RA2 = 0.82 Sat. Pk Hr. Total: LN(T) _ .65LN(X) + 3.77 RA2 = 0.84 , 0.52 Enter, 0.48 Exit Sun. 2-Way Volume: T = 15.63 (X) + 4214.46, RA2 = 0.52 Sun. Pk Hr. Total: 0 RA2 = 0 0 Enter, 0 Exit Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS F w 0 U) 0 �r 129 BUCKLAND ROAD 138 —® PM PEAK HOUR 0 V) *--- 195 BUCKLAND ROAD 184co —® a Cl M SATURDAY PEAK HOUR 0 M N 0 O Oi 3 FIGURE 2 3 3 04 CL SITE GENERATED TRAFFIC PM & SATURDAY PEAK HOURS rn PARCEL L BUCKLAND ROAD z SOUTH WINDSOR CONNECTICUT 2 F. A. Heaketh&AsBoc fates, Inc. o s CFF-ruBn wom EAST cyiAr W CT MW TRAFFIC PLANNING ENGINEERINC DESIGN NOT TO SCALE � I 0 0 �t- +--- 129 ®—1310 BUCKLAND ROAD 1414 —� PM PEAK HOUR 0 *-- 195 ®-1137 BUCKLAND ROAD 1434 —� a rn N SATURDAY PEAK HOUR 0 0 N CM N D O ai 3 FlGURE 3 3 3 04 CL 2005 COMBINED TRAFFIC PM & SATURDAY PEAK HOURS rn PARCEL L BUCKLAND ROAD z SOUTH WINDSOR CONNECTICUT w. F. A. Hesketh&Associates, he. o 6 MAMM BROOK,EAST ORA W Cr Oe02E TRAFFIC u- PLANNING ENGINEERING DESIGN NOT TO SCALE HCM Unsignalized Intersection Capacity Analysis 2005 Combined Traffic PM Peak 1: Buckland Road & Site Drive Parcel L, South Windsor, CT NMI Lane Configurations tt tT 11,0511121 Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Pedestrians Walking Speed (ft/s) Right turn flare (veh) Median storage veh) pX, platoon unblocked vC1, stage 1 conf vol vCu, unblocked vol 1564 2262 782 tC,2 stage (s) p0 queue free % 100 100 55 Volume Left 0 0 0 0 0 cSH 1700 1700 1700 1700 337 Queue Length (ft) 0 0 0 0 56 Lane LOS C Approach LOS- C Average Delay 1.1 Analysis Period (min) 15 ON I 3/2/2004 F.A. Hesketh &Associates, Inc. Synchro 6 Report H:\HCSDATA\1994\94010\parcel L\synchroPM.sy7 Page 1 HCM Unsignalized Intersection Capacity Analysis 2005 Combined Traffic Saturday Peak 1: Buckland Road & Site Drive Parcel L, South Windsor, CT Lane Configurations tt tip Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Pedestrians ot Walking Speed (ft/s) Right turn flare(veh) Median storage veh) pX, platoon unblocked vC1, stage 1 conf vol IN vCu, unblocked vol 1448 2121 724 tC, 2 stage(s) p0 queue free% 100 100 47 Volume Left 0 0 0 0 0 cSH 1700 1700 1700 1700 368 Queue Length (ft) 0 0 0 0 75 Lane LOS D Approach LOS D Average Delay 1.6 Analysis Period (min) 15 3/2/2004 F.A. Hesketh &Associates, Inc. Synchro 6 Report H:\HCSDATA\1994\94010\parcel L\synchroSAT.sy7 Page 1 UTILITY IMPACT STATEMENT FOR Parcel"L",Northern Hills SOUTH WINDSOR, CONNECTICUT March 9, 2004 Developer: Evergreen Walk Associates, LLC c/o John Finguerra 1109 Rose Lane Virginia Beach, VA 23451 Engineer: Civil and Environmental Fuss & O'Neill, Inc. 146 Hartford Road (_ Manchester, CT 06040 Project No. 9648LA48 Nn. (860) 646-2469 ` �O Fuss&O'Neill Inc. Consulting Engineers 146 Hartford Road,Manchester,CT 06040-5992 56 Quarry Road,Trumbull,CT 06611 TEL 86o 646-2469 FAX 86o 643-6313 TEL 203 374-3748 FAX 203 374-4391 78 Interstate Drive,West Springfield,MA 01089 1419 Richland Street,Columbia,SC 29201 TEL 413 452-0445 FAX 413 846-0497 TEL 803 376-6034 FAX 803 376-6035 The Foundry Corporate Office Center 610 Lynndale Court-Suite E,Greenville,NC 27858 275 Promenade Street,Suite 350,Providence,RI 02908 TEL 252 355-1370 FAX 252 355-8186 TEL 4o1 861-3070 FAX 401 861-3076 Fuss&O'Neill Inc. UTILITY IMPACT STATEMENT FOR Parcel'L",Northern Hills SOUTH WINDSOR, CONNECTICUT SECTION PAGE I. INTRODUCTION........................................................................................................1 A. Purpose and Scope............................................................................................I B. Site Location.....................................................................................................1 C. Project Description...........................................................................................1 II. WATER SUPPLY........................................................................................................I A. Projected Public Water Supply Requirements..................................................1 B. Existing Water System......................................................................................2 C. Proposed Improvements ...................................................................................2 D. Conclusion........................................................................................................2 III. SANITARY SEWERS ..................................................................................................3 A. Projected Sewage Flows From Proposed Project.............................................3 B. Existing Sewerage Facilities........................................................................ 3 C. Proposed Improvements ...................................................................................3 D. Conclusion........................................................................................................4 IV. STORM DRAINAGE...................................................................................................4 A. Existing Conditions..........................................................................................4 B. Proposed Detention and Storm Sewer System .................................................4 C. Conclusion........................................................................................................4 V. OTHER UTILITIES A. Electric Power...................................................................................................5 B. Gas....................................................................................................................5 C. Telephone .........................................................................................................5 G:\P96\96481\A48(PARCEL L)\UTILITY REPORT PARCEL L 030904.DOC Corres.(HQ) i Fuss&O'Neill Inc. 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. Storm water drainage 3. Sanitary sewers B. Site Location The development site is located on the east side of Buckland Road,just north of the access drive to the Northern Hills development that includes Lowe's and Target.It is approximately 5.76 acres in size.The western portion of the site near Buckland Road has been used for residential use for at least 40 years. The eastern portion of the site was once part of a larger agricultural parcel and now contains a storm water detention basin which serves the Northern Hills development.On-site existing topographic elevations range from 166 to 184 feet above mean sea level. C. Project Description The proposed Northern Hills project anticipates the development of 27,750 SF of retail space. The utilities necessary to support the proposed development area are all readily available in Buckland Road. The major roadway network that will provide primary access to this project has been reviewed and is further discussed in a separate Traffic Impact Study. II. WATER SUPPLY A. Projected Public Water Supply Requirements Based on the table of uses indicated in Table I and as shown on the Land Use Study, a projection of domestic water requirements was prepared. This projection is detailed in Table 2 and, in general,is self-explanatory. G:\P96\96481\A48(PARCEL L)MILITY REPORT PARCEL L 030%4.DOC Corres.(HQ) 1 Fuss&O'Neill Inc. TABLE 2 Peak Daily Peak Hourly Land Use Unit Flow Average Daily Flow(') Flow(2) Description Size(S.F.) (Gal/Day) Flow(Gal) (Gal) (Gal/Min) Retail 27,750 1 0.10/S.F. 27,750 55,500 111,000 (1)Peak daily flow is 2.0 times the demand for an average day. (2)The peak hour demand is 2.0 times the peak daily rate. 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. Water requirements for fire protection purposes vary depending on the type of construction but it is safe to assume that a fire flow of 1,000 gpm at a 25 psi minimum residual pressure for up to a three hour period may be required. 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 Buckland Road. A fire flow test conducted near the site by the CWC on 7/13/98 at a hydrant on Buckland Road yielded a flow of 1,400 gallons per minute(gpm)with a residual pressure of 50 pounds per square inch(psi). The static pressure was 72 psi at the test elevation of 162 feet above Mean Sea Level (M.S.L.). The finished floor elevation of buildings on the site is anticipated to be no higher than 175 feet above M.S.L. Therefore, the normal operating pressure for the site would be expected to be about 66 psi. At that elevation, the fire flow is expected to be about 1,400 gpm at a residual pressure of 40 psi. C. Proposed Improvements The source of water for the project will be a 6 or 8 inch lateral traversing the site with services to each building from that line in order to distribute the required domestic supply and fire flows. D. Conclusion In conclusion, it is our opinion that the existing and proposed water facilities will be adequate to provide water service for domestic and fire fighting purposes in the quantities and pressures required to support the development proposed herein. G.\P96V6481\A48(PARCEL L)\UTILITY REPORT PARCEL L 030904.DOC Coms.(HQ) 2 Fuss&O'Neill Inc. III. SANITARY SEWERS A. Projected Sewage Flows from Proposed Project This General Plan of Development proposes the construction of 27,750 SF of retail space on this parcel. It is anticipated that sewage will be generated from this project in the following amounts: TABLE 3 Typical Land Use Unit Flow c�) Average Daily Description Size(S.F.) (Gal/Day) Flow(Gal) Retail 27,750 0.10/S.F. 27,750 (t)All units of flow were estimated from data generated by Fuss& ONeill for similar types of establishments/uses. (2)Including restaurants TABLE 4 Contributing Peak Design Sewage Average Daily Peak Daily Area(Acres) Peak Infiltration Flow Source Flow(Gal) Flow(I)(Gal) 5.76 Ac x 60% (2)Flow(Gal) (gal/day) Project Site 27,750 1 138,750 3.46 3,460 1 142,210 Peaking Factor for domestic sewage flow is 5 times the average flow as determined from Figure 2-6 of"Wastewater Engineering"by Metcalf&Eddy,Inc.,copyright 1972. This is based on a total average flow of 27,750 gal/day and an equivalent population of 370. (2)peak Infiltration=acreage x 1000 gallons/day B. Existing Sewerage Facilities The Evergreen Walk site lies within the wasteshed area of the Clark Street sewage pump station. Gravity sewer service can be provided to the site by an extension of a sewer from the system now under construction at Evergreen Walk. A gravity main in the Tamarack Avenue was approved up to the site as part of the Expo Final Development Plan. C. Proposed Improvements The sewer that is currently under construction up to the site will be extended to serve the proposed buildings. G.\P96\96481\A48(PARCEL L)\UTILITY REPORT PARCEL L 030%4.DOC Cones.(HQ) 3 Fuss&O'Neill Inc. D. Conclusion The quantity of sewage to be discharged from the retail use proposed in the preliminary development plan can be adequately served by the existing and proposed Town of South Windsor sewerage facilities. IV. STORM DRAINAGE A. Existing Conditions The proposed proj ect is situated on a parcel of land containing 5.76 acres east of Buckland Road.All of the storm water runoff from the site discharges to Plum Gulley Brook. B. Proposed Detention and Storm Sewer System In order to minimize environmental damage and the possibility of increased runoff overloading downstream drainage facilities, storm water best management practices (BMPs) will be utilized both during and after construction. A series of sedimentation and detention basins will be constructed to control sediment and peak storm flows. Infiltration of storm water will be utilized where geologic conditions permit. Storm water from the developed portion of the site can be discharged to an extension of the storm water system to be constructed on Tamarack Avenue for the Evergreen Walk project. A storm sewer system in Tamarack Avenue was approved with an extension across Buckland Road to the site as part of the Expo Final Development Plan.The on-site system will be connected to this extension. Storm water detention will be provided in Detention Basin #1 which was approved as part of the Expo Final Development Plan.This site was included in those storm water calculations. During construction, erosion control measures will be installed to minimize erosion and sedimentation. Haybale erosion checks and silt fence will be installed where needed. Temporary sedimentation basins will be constructed when needed. 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". C. Conclusion The quantity and quality of storm water to be discharged from the retail use proposed in the preliminary development plan can be adequately served by the storm water transmission and detention facilities currently under construction as part of the Evergreen Walk project. G:\P96\96481\A48(PARCEL L)\UTILITY REPORT PARCEL L 030904.DOC Con-es.(HQ) 4 Fuss&O'Neill Inc. V. OTHER UTILITIES A. Electric Power Past discussions with officials of Connecticut Light and Power indicate that no major problems exist relative to the supply of power to the proposed site.New service to the site will be underground. B. Gas Yankee Gas has a main in Buckland Road that is adequate to serve the proposed development. Recent discussions with Yankee Gas personnel indicated that there were no difficulties in extending gas service to the development. C. Telephone The Southern New England Telephone Company will be able to serve the telephone needs of the proposed development. G.\P96\96481W48(PARCEL L)WILITY REPORT PARCEL L 030904.DOC Corres.(HQ) 5 Marcia Banach Parcel "L" Buckland Rd From: Sgt. Rich Bond To: Marcia Banach Date: 3/15/04 1:57PM Subject: Parcel "L" Buckland Rd So, the first question that jumps out......can they get a right of way to use the existing driveway to Lowe's/Target in order to use the existing signalized intersection? Although we are adding a short island to the area, I would be concerned with U-turns at the north end of the island. A driveway such as the one illustrated in such proximity to the intersection of Lowes and the new Tamarach Ave seems like cause for immediate concern. Rich Ij FLB Architecture &Planning, Inc. 19 Silver Lane East Hartford CT 06118 (860)568-4030 fax: (860)568-5129 e-mail:flbQflbarch.com web:www.fibamh.com LETTER OF TRANSMITTAL PAProjects\02808.10\FLB_TRAN\Mb040310.Doc Date 3/10/2004 1 Project No. 02808.10 Attention Marcia Banach To: Planning Department Project Parcel L Town of South Windsor 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 3/05/04 Z3,Z4,Z5 Preliminary: Masterplan, Elevations Building A, Elevations Building B 2 3 3/03/04 Traffic Report"Parcel L", prepared by F.A. Hesketh & Associates, Inc. 3 3 3/09/04 Utility Impact Statement for"Parcel L", prepared by Fuss& O'Neill 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 ❑ For bids due ❑ Prints returned after loan to us Remarks: Marcia. Attached please find the above listed preliminary plans and reports outlining a retail development on Parcel L. The material is intended for staff review only; Copy to: file. M/S Townline Associates, l�t F.A. Hesketh,, Fuss&O'Neill Frank Hubeny,AICP If enclosures are not as noted,kindly notify us at once. PLANNING DEPARTMENT TRANSMITTAL DATE: 3 L p TO: )44 al (0, �� ztd,- 6 WE ARE SENDING YOU: 0 PZC initial plans O Drainage computations 0 PZC revised plans O Bond estimate request 0 PZC Final plans for review 0 Bond reduction request 0 PZC Final plans for filing 0 Correspondence O IWA/CC plans Other ����c r� � J ��+��� L o-t"'— NO.OF COPIES APPLICATION NUMBER PROJECT/APPLICANT r To tut tip ,4(-(oc L L THESE ITEMS ARE TRANSMITTED: /- For review and comment O For your files 0 For your use 0 As requested 0 Other PLEASE RETURN/COMMENT BY: COMMENTS: / T�ece- i c�e��z v,�� -{V rf Copy to: From: ���✓ Planning Department- 10/98 Tozon STEPHEN T CASSANO,MAYOR of Manckester JOSH M.HOWROYD,DEPUTY MAYOR MID p �� �� ® � J SEPH S.HACHEY,SECRETARY 41 Center Street•P.O. Box 191 DIRECTORS Manchester, Connecticut 06045-0191 V TIMOTHYH.BECKER y w ` ��`�P pP®® GEOFFREY NAAB www.d.manchestenct.us JENNIFER T.NYE DAVID M. AUG 0 c 2005 LOUISA SPADACDC/NI STEVEN R.WERBNER,GENERAL MANAGER KEVIN L.ZINGLER SOUTH WINDSOR PLANNING DEPT. CERTIFIED MAIL (RRR) August 4, 2005 Ms. Gretchen Bickford, Town Clerk Town of South Windsor Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 Re: Notification of Applications Received by the Town of Manchester Planning and Zoning Commission Dear Ms. Bickford: The Town of Manchester Planning and Zoning Commission hereby notifies the Town Clerk for the Town of South Windsor by certified mail of the following pending application: PAVILIONS AT BUCKLAND HILLS, LLC and GMRI, INC. —350 and 360 Buckland Hills Drive—CUD Final Plan(P-174); CUD Final Plan Modification (P-175); Erosion Control Plan(P-176) This application is available for review in this office at the Lincoln Center building,494 Main Street,2pd floor, and may be viewed by the public Monday through Friday-8:30 A.M.to 4:30 P.M. For your information I am forwarding a copy of this letter along with the application and plans to Marcia Banach, South Windsor Town Planner. If you have any questions please contact the Town of Manchester Planning Department at 647-3044. Sincerely evin H. Kennedy Senior Planner KHK:ka cc: Ms. Marcia Banach, Town Planner R:\SHARON09\CERTS\S-WINDSR.TC-2.doc �pRP`B N An Equal Opportunity Employer � 4nchester,�•� TOWN OF=MA :. . : .. . .. . .. �. NCI3ESTEI2 . � _ � deb PLANNING AND-ZONING C:OM MISSION AND INLAND WETLANDS AGENCY GENERAL APPLICATION FORM- (Please TYPE or PRINT CLEARL Y all information) I OWNER/APPLICANT INFORMATION oApplicant: .GMRI , Inc. A ent:Last Name/Lega�gatrtYName First Name g See Agent- Information on prior Last Name tiann i a kA > i l epor=Dri ice Company: - -.sheet First Name Street&No Orlando FL 32809 Les--KrtYName Town Address: State zip Street Telephone: (407) 245-6091 Fax: (407) 872-3779 Telephone: Town State zip Fax: Applicant's Authority to File Application: Specify Nature of Agent: PLANNING DEPAF 1WENT. ❑ Legal Owner of Record (provide copy of deed) Attorney at Law JUL- 22 20Q5 G 'lower of Attorney(attach evidence of authority) ❑�_Partner/Corporate Officer ❑. Contract to Purchase(attach evidence of authority) ❑ Design Professional TOWN OF MANCHESTER,CT Ul Other_ - Lessee (attach evidence of authority) ❑ .Other(Specify); Signature of Legal Owner of Record or Authorized Agen11 t / Print or tie name of Owner/Agent �� �� NOTE; All informat><on willsoo$oEa gent AAgqent for MR1 kNc-. Dat . g g (if'one is specified) mstead'of the applicant. 2 APPLICATIONS REQUESTED (Check all that apply) PP Y) Che following applications require or may require a The follon ap li)ublic hearing: wi cations generally do not require a public hearing: :1 Inland Wetlands Permit. Erosion and Sedimentation Control�J I Inland Wetlands Boundary Dispute I Special Exception ❑ Special Exception Modification X91 CUD.Zone (Final Plan/Modification) 7 Subdivision/Resubdivision ElEHD-Zone (Final Plan/Modification) ] PRD Zone Change and General Plan of Development ❑ PRD Zone (Detailed Plan/Modification) EHD Zone Change and Preliminary Plan of ❑ Flood Plain Permit Development ❑ Historic Zone (Site Development Plan) I CUD Zone(Preliminary Plan) ❑ Special Design Commercial Site PIan —"range of Zoning District ❑ Deferment 1 -range of Regulations_ ❑ Roof Sign (Specify: zoning, subdivision, wetlands) ❑ Excavation ❑ Other (Specify ATTACHMENT 1 Page 1 of 4 OWNER/APPLICANT INFO RMATION (Co mplete:appropriate,sections.only ....... .. :: INLAND WETLANDS PERMIT YES NO Is any part of the site on the Hockanum'River or on any wetland or watercourse w directly to or from an adjoining municipality? loch flows NOTE: If you are proposing work in a watercourse or..wetland, any.:portion of which flows directly to or from an adjoining municipality,please attach a copy of the certified letter o munici ali (RRR)you' sent to the adjoining p ty s Inland.Wetlands Agency.on the same.day you submit this application. I certify to the.following four items: Is any portion of the property on which the regulated activity is proposed located within 500 feet of the boundary of an adjoining municipality? Will traffic attributable to the completed project on the site use streets within the adjoining municipality to enter or exit the site? Will sewer or water drainage from the project site flow through and im act the se draina e s stem within P sewage-or g Y thin the act'o' g adjoining g municipality? Will water run-off from the improved site.impact streets or other municipal or.privateproper within the adjoining municipality? ty Signature Name of Subdivision: . SUBDIVISION Number of Lots: E PECIAL EXCEPTION/MODIFICATIONS per Article Section Plans shall show locations of all.:existing and proposed structures. accurate lot dimensions, site drainage," landscaping, and distance along road from nearest:street intersection and any other.requuements:specified iri' the applicable zoning regulations PP PLANNED"RESIDENTIAL DEVELOPMENT ELDERLY HOUSING DEVELOPMENT' Type of units: SF 0 2F ❑ MF ❑ Other❑ Number of units: JMPREHENSIVE URBAN DEVELOPMENT Existing land use type: R,S t a ,r a n- Proposedland use type: N/A Page 3 of 4 3 SITE /ACTIVITY INFORMATION (Answer all questions) Parcel Address(es): Portion of Parcel lA known as 350 Buckland Hills Drive Street No.(s) Street Name Street No.(s) Street Name Parcel 10 . . Drive Street No.(s) Street Name Street No.(s) Street Name (Attach additional sheet if necessary) Site Acreage 4. 11 Existing Zoning CUD Acres.disturbed by proposed activities (if applicable): 2.68 Description of proposed activity or change in regulations (attach additional sheet if needed): Construct Smokey Bones Restaurant and 180 .parking spaces including 39 on Red Robin Restaurant:parcel X Is any part of the site within 500' of town line? X Will traffic attributable to the completed project on the site use streets within the adjoining municipality to enter or exit the site? _ - Will sewer or water drainage from the project site flow through and impact the sewage or drainage system within the adjoining municipality? X - Will water run-off from the improved site impact streets or other municipal or private property within the adjoining municipality? X - Are there wetlands on any part of the site?* X Is any work proposed in wetlands or watercourses?" _ X Is any work proposed within 50 feet of a wetlands or watercourse?** X Is any work proposed in a 100 year floodplain? X Is public water available or proposed to the site? X Are public sanitary sewers available or proposed to the site? j X •. Is there a utility ROW on the site? (i.e. electric, gas) Specify: See below. * If yes, and you are applying fora subdivision or resubdivision, an Inland Wetlands Permit Application must be submitted ** If yes, an Inland Wetlands Permit Application must be submitted. Water, Sanitary sewer, electric, telephone, gas located in Northeast Magazine Road, west of Parcel lA Page 2 of 4