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App 05-34P Evergreen Run
TOWN OF SOUTH WINDSOR PLANNING &ZONING COMMISSION APPLICATION FORM Application No: �� P Official Receipt Date: Receipt No: I01AY Z005 APPLICANT: M/S Town Line Associates LLC PROJECT NAME: EvergrPPn Run ADDRESS: 90 Buckland Road OWNER OF RECORD ON LAND RECORDS: MIS Town TJ nP UP ADDRESS: C:/n Atty. Tauranrxp Ruhinow, 55c; Main St-, ManrhPstPr (IT 06040 COMPLETE LOCATION OF PROPERTY: 90 Buckland Road, South Windsor, CT ASSESSOR'S MAP#2_ PARCEL# 11 ZONE Buc-kland Rnar7 r-n- 7nne NAME,ADDRESS,TEL&FAX# OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Alan F. Lamson, FLB Architecture & Planning, Inc. (860)568-4030 Fax (860) 568-5129 19 Silver Lane, East Hartford, CT 06118 THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing required and Certified letter to abutters required) ❑ Subdivision/Resubdivision ❑ Open Space Subdivision (Public Hearing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision(Public Hearing Required) ❑ Minor❑ Major ❑ Conditional Approval ❑ Special Exception to Article (Public Hearing, Certified letter to abutters required) Site Plan of Development ❑ General Plan of Development ❑ Earth Filling(Sec. 15) and/or Earth Removal(Sec. 14- Public Hearing required) ❑ Regulation Amendment: ❑ Zoning ❑ Subdivision (Attach proposed amendment) ❑ Temporary and Conditional Permit for ❑ Major Home Occupation for ❑ Other(explain in detail) An Application Pending sign is required to be posted on the property for all applications ten (10)days prior to being heard by the Commission. �v *gnat4reApplicant S a u o ,f06perty Owner PROJECIr CONTACT LIST Parcel "L" Evergreen Run Buckland Road, South Windsor CT. Date: 06/27/05 Last Revised: 06/27/05 t. t1E31' ..-r. MS Town Line Associates Phone: N/A Trammell Crow Company Michael P. Connelly 125 High Street, 10th Floor Tel: 617-757-2676 Boston, MA 02110 Cell: 617-281-4404 Tel: 617-757-2500 Tel: (H): 781-749-0402 FAX: 617-757-2501 E-mail: mconnelly(cDtrammellcrow.com Martha Jolly Tel: 617-757-2509 Fax: 617-757-2501 E-mail: moll trammellcrow.com Rum - .- -w FLB Architecture & Planning Alan Lamson, AIA 19 Silver Lane Phone: (860) 568-4030 East Hartford, CT 06118 Fax: (860) 568-5129 Email: alamsonCo),flbarch.com David Stone, Proj. Architect Email: dstone flbarch.com John Moriarty& Associates Tel: (860) 675-9809 75 New Britain Way Fax: (860) 675-9849 Unionville, CT 06085 - 1 - PROJECT CONTACT LIST -Myr N �W" M John Moriarty& Associates Office Phone: (860)675-9809 75 New Britain Way Ray Calvin: Unionville, CT 06085 Cell Phone: (860) 543-3456 Pager :(860)251-0323 Home: (860) 582-1970 John Rugerio: Cell: 860 690-4491 Spazzarini Construction Co. Office Phone: (860)745-5683 Mr. Edward Spazzarini Ed—Cell: (860)729-7003 50 Post Office Road Gary: (860) 539-4501 Enfield, CT 06082 Dennis: (860) 539-4523 Marsh: 860 729-7002 NPV Development, LLC NPV Development, LLC Mr. Tom Niles 197 First Avenue, Suite 110 Tel: (781) 707-5111 —both fax Needham, MA 02494 and phone E-mail: tomniles(cDyahoo.com Boom Independent Materials Mr. Richard Brennan Testing Phone: (860) 747-1000 57 North Washington St. Fax: (860) 747-6455 Plainville, CT 06062 Dr. Clarence Welti Phone: (860) 633-4623 227 Willard Street Fax: (860) 657-2514 PO Box 397 Glastonbury, CT 06033 Fuss & O'Neil, Inc Michelle Carlson 146 Hartford Road Phone: (860)646-2469 Manchester, CT 06040 Fax: (860)643-6313 e-mail: mcarlson fando.com - 2 - PROJECT CONTACT LIST 3��- x a TBD 1540 Sullivan Avenue Phone: (860)644-2511 South Windsor, CT 06074 Director of Michael Gantick Public Works Phone: (860) 644-2511 x. 242 Town Engineer Jeff Doolittle Phone: 860 644-2511 x.245 Chief Building Official Christopher Dougan Phone: 860 644-2511 x.232 Chief of Police Gary Tyler Phone: (860) 628-6202 Emergency: 911 Fire Department Bill Lanning, Fire Marshal Phone: (860)644-2441 Headquarters: (860)644-8547 Emergency: 911 Inland Wetland 3 Jeff Folger Phone: 860 644-2511 x.229 Yankee Gas 112 Prospect Hill Road Chris Luca PO Box 938 Energy Consultant East Windsor, CT 06088 Phone: (860) 292-2247 Fax: (860)292-2202 Ronald Thompson Energy Consultant Phone: (860)292-2219 Fax: (860)292-2202 Email: thompr@nu.com Laurie C. Fiore Energy Consultant Phone: (860) 292-2249 Fax: 860 292-2202 - 3 - PROJECT CONTACT T LIST SBC Connecticut 40 Brainard Road _ Michael G. Lombardi Room B102, Area MGR-OSP Planning & Location 26-11-60 Engineering Design Hartford, CT 06114 Phone: (866) 262-4797 Ext. 4428 Pager: (860) 820-6332 Local Phone: (860) 725-4428 Fax: (860) 549-1100 Email: ml5718 sbc.com Charles D. Doll, Jr. Telecommunications Specialist Phone: (860)262-4797 Ext. 4117 Local Phone: (860) 725-4177 Fax: (860) 549-1100 Pager: (860) 820-6734 Email: cd3128 sbc.com The Connecticut Water 25 North Road Valerie Hodder Co. East Windsor, CT 06088 Phone: 800-428-3895 Local Phone: (860) 623-3355 Ext. 3352 Fax: (860) 654-1903 Email: vhodder ctwater.com Cox Communications 801 Parker Street Tom Derway Manchester, CT 06045 Capital/Utility Coordinator Phone: (860) 432-5040 Fax: (860) 512-5140 Email: Thomas.derwa cox.com Connecticut Light & 48 Tolland State Road Walter J. Szymanski, Jr. Power Tolland, CT 06084 Sr. Account Executive Phone: (860) 871-3470 Cell: (860) 301-4713 Beeper: (800) 542-5145 ID 5302 Fax: (860) 871-3365 Email: SZYMAWJ NU.COM - 4 - N Q N N r N � OD 0) %D N Q Q Plant List %D cD 06 ID . Symbol Botanical Name Common Name size Quantity Condition AU Arctostaphylo5 uva-ursi Searberry IT-15"spread 306 cxuitainer CM Coreopsis Moonshine' 'Moonshine'Coreopsis 5 pint 48 container GR Geranium'Roxanne' 'Roxanne'Cranesbill 5 prof 48 contai ner NM Narcissus'Mount Hood' 'Mount Hood'While Daffodil -- 1000 Bulbs, fall planting only w PA Pennisetum alopecuruides'Hameln" 'Hameln'Dwarf Fowitain Grass 5 pint 128 container w U RF Rudtwckia fulgida var. speclosa LDwaff Coneflower .5 pint 02 container � v 3 U W F- '" n = L U ry E � d N pq o J Q LL E � LO d' O O N Q n I N t0 ,� N J JUL-26-05 11 :05 AM FLB. ARCHITECTURE. 8605685129 P. 04 Jul 2 05 M 45a Rosemard Aldridge 954-653-6724 p. 3 a0 � a , � N 3 $ � N Mk � s u � 3 I` i JUL-26-05 11 :05 AM FLB. ARCHITECTURE. 8605685129 P. 03 t -ul ! 6 08: 4m;a Rosemary Aldridge 860-693-6724 P. 2 r _ i,� f ' i D - t -r..• k. j, -- • 1 f ' i r i -------------------- - / t i � r L♦ ' - �1 t 1 r j ZONING DATA: BUCKLAND ROAD GATEWAY DEVELOPMENT ZONE REQUIRED PROPOSED MIN. LOT SIZE 3.0 ACRES 5.759 ACRES MIN. LOT FRONTAGE 200 FEET 397.97 FEET MIN. LOT DEPTH 200 FEET 821 FEET MIN. FRONT SETBACK 65 FEET 67.4 FEET MIN. REAR SETBACK 10 FEET 109 FEET MIN. SIDE SETBACK 25 FEET 25 FET BUILDING SIZE (GFA) BUILDING A- 11,220 SF (RETAIL) BUILDING B - 16,530 SF (RETAIL) TOTAL 27,750 SF MAX. BUILDING HEIGHT 60 FEET 37.5 FEET MAX. STORIES 4 STORIES 1 STORY MAX. LOT COVERAGE* 65 %** 54.275 % NUMBER OF PARKING SPACES 4.0/1,000 SF 111 SPACES 112 SPACES MIN. LANDSCAPE PARKING AREA 10% 10.4% *LOT COVERAGE CALCULATIONS ARE BASED ON THE OVERALL `NORTHERN HILLS' DEVELOPMENT ** REQUIRED LOT COVERAGE IN GD ZONE IS 60% PLUS 5% BONUS FOR CONSOLIDATED PARCELS O Appl #05-34P, Evergreen Run June 28, 2005 Planning Department Report 1. Request for site plan approval to construct two retail buildings on Buckland Road north of Lowe's. Gateway Development zone. Maximum impervious coverage allowed is 60%, with a 5% bonus for consolidated parcels. Proposed building height is 37.5 feet; 60 feet allowed. Lot size is 5.8 acres; minimum lot size allowed is 3 acres. Frontage is 398 feet; minimum allowed is 200 feet. Front yard setback is 67 feet, 65 feet allowed. 2. The provisions of Section 3A, access management, apply to this site. The applicant is complying by having the driveway connect to the Lowe's driveway rather than to Buckland Road, and by making provisions for a future interconnection with the abutting property to the north.(State Traffic Commission approval is also required. — .,(;,1 �,< ; ,, t + 3. A sidewalk was shown along the Buckland Road frontage on the first set of plans. It seems to have been eliminated in the revised set; we need it restored to the plan. 4. We do want to remind the applicant that all business in the Gateway zone must be conducted within completely enclosed buildings, and no outdoor storage is allowed. We note that we continue to have difficulty obtaining compliance with these requirements from one of the major stores on this consolidated site. 5. The parking requirement for this proposal is 111 spaces, 112 provided. 6. There are no loading docks proposed. 7. The architecture complements the existing site architecture. The applicant has indicated that there will not be exposed roof hardware visible as you drive down the hill from Target/Lowe's. 8. This application was in front of the Architectural and Design Review Committee on June 2 and June 16, but there were not enough members present to provide input to the Commission. 9. Proposed lighting includes 25' poles with full cutoff fixtures similar to those used in the parking lots at Evergreen Walk. k� i c 371 �Lc�._ 10.The Gateway Zone requires parking lot landscaping for 10% of the interior of the parking lot. The applicant has met this requirement. 1 11.One free-standing sign is proposed at the entrance. The sign size is 24 square feet, on a fieldstone base with an overall height of 10 feet.. 12.There are regulated wetlands on this site. IWA/CC is still in the process of hearing this application. 13.South Windsor Police Department has reviewed the application and has not identified any issues with the proposal. 14.The Fire Marshal has also reviewed the application and has no comments. 15.Public water and sewer are provided. Water Pollution Control Authority approval is required. 16.There is a dumpster shown on a concrete pad and screened with an attractive fence and landscaping. 17.The Town of Manchester was notified of this application in accordance with the requirements of State statutes. 18.If this application is approved, the Planning Department requests, in addition to items already noted, that: • the plans document the future access easement to the abutter to the north • The traffic controller easement be dimensioned and labeled as such; and • An easement for the sewer be added to the plans. 2 r Evergreen Run—JD 7-18-05 1. Sidewalks into site 4' wide, not 3' 2. Sight line options: a. Modifying Lowe's parking lot the preferred option; actually solves the problem b. Next preferred option is the traffic calming with the raised intersection, reduced curve radius and center island, and flashing beacon. Raised intersection to be stamped concrete(not stamped asphalt). Doesn't solve the problem but hopefully reduces traffic speed c. Not preferred: moving driveway. Interferes with left turn queue, affects STC approval APpl#05-34P,Evergreen Run Site Plan July 12, 2005, update 1. IWA/CC granted approval for this site plan on July 6, with a condition that no building permits may be issued until detention basin #1 at Evergreen Walk is adequately constructed; and with a requirement for additional stabilization to address the erosion of the stream to the north. IWA/CC is requiring a bond in the amount of$50,000 for mitigation and stabilization of the watercourses. July 26, 2005, update 1. There were three alternatives discussed on July 12 for handling the sight line issue: modify Lowe's parking lot; move the driveway for Evergreen Run closer to Buckland Road; or add traffic calming measures to slow traffic, thereby requiring a shorter sight line distance. The applicant has been keeping Jeff Doolittle and me informed as they are working on resolution. 2. The preferred alternative is to modify Lowe's parking lot. This option actually resolves the sight line issue. The loss of parking spaces would be minimal, and in an area of the parking lot that is infrequently used. 3. The next alternative, traffic calming measures, addresses the problem by attempting to reduce traffic speed to the speed that matches the available sight line. This option requires modification of driving habits rather than resolution of the problem. It also introduces a flashing signal, which does not add to the aesthetics of the area. However, the raised intersection and other calmed pavement areas would have an attractive stamped concrete pattern, and the island can be landscaped with low plantings, thus adding aesthetic appeal. In the event Lowe's parking lot cannot be modified, staff consider this to be the best compromise. 4. The final alternative, moving the driveway closer to Buckland Road, resolves the sight line issue but introduces a new set of issues due to its proximity to the traffic light at Buckland Road. Staff do not consider this a viable option due to the interference with the left-turn queueing lane. Also, this option would require additional review and approval by the State Traffic Commission. 3 1 l.One free-standing sign is proposed at the entrance. The sign size is 24 square feet, on a fieldstone base with an overall height of 10 feet.. 12.There are regulated wetlands on this site. IWA/CC is still in the process of hearing this application. 13.South Windsor Police Department has reviewed the application and has not identified any issues with the proposal. 14.The Fire Marshal has also reviewed the application and has no comments. 15.Public water and sewer are provided. Water Pollution Control Authority approval is required. 16.There is a dumpster shown on a concrete pad and screened with an attractive fence and landscaping. 17.The Town of Manchester was notified of this application in accordance with the requirements of State statutes. 18.If this application is approved, the Planning Department requests, in addition to items already noted, that: • the plans document the future access easement to the abutter to the north • The traffic controller easement be dimensioned and labeled as such; and • An easement for the sewer be added to the plans July 12, 2005, update 1. IWA/CC granted approval for this site plan on July 6, with a condition that no building permits may be issued until detention basin #1 at Evergreen Walk is adequately constructed; and with a requirement for additional stabilization to address the erosion of the stream to the north. IWA/CC is requiring a bond in the amount of$509000 for mitigation and stabilization of the watercourses. 2 I r 1f y BURIED CONCRETI I ;` f FRE PROPOSED PROPERTY LINE O SECE17 8 5DOFOTI STOP SIGN �7�617 w TO - UST AND RIGHT PAINTED TURN A 12' WIDE WHITE 4" D8L. YELLOW 4" WHITE PAINTE 1, Ir li Ir ,, r' rJ• :4 � � ,�A WL 1 _ ��i?� _... FOR SITE LIGHTING-SEE I � r N`- lHr�l 17 ,200 Sr -2 s w -2 WL-29` Lf-j� � ?¢' - WL-26 WL-4 ii ir:?rJr �� ,• 1--- �'1 of / �'�i •r � WL-5 SEE �C YMQ- �N WL-24 WL-23 \� 1 o WL-? WL-22 \ . Q uildg B ? fi`. WL-19 sp \; 16530 lay ` FF. 177. 2' 11'11'1 �j 4 N�F T 12. a WL-18 MS TOWNLINE ASSOCIATES 165' m (A.K.A. PARCEL V) - 0 u 2 U6 S, 46. 'MEET E7CISTING CURB '• t WL 11� 6 WL-15 / L: M/S Town Line Associates 555 Main Street Manchester, CT 06040 April 20, 2005 Planning and Zoning Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Inland/Wetland Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Final Site Plan Evergreen Run 90 Buckland Road South Windsor, CT 06074 Dear Commission Members: This letter grants permission for Alan Lamson, acting as agent for M/S Town Line Associates, to submit an application for the Final Site Plan on behalf of M/S Town Line Associates which is the owner of the property of the subject applications. Very truly yours, /ohn F' gembe , duly authorized cc Alan Lamson Atty Laurence P. Rubinow PAProjects\02808.10\F LB_LETR\JF042005.Doc Y"� glo0ua DRAINAGE REPORT ' PARCEL "L" SOUTH WINDSOR, CONNECTICUT-- ' Ma ,2005 Y MAY 1 2005 �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 8o3 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 401 861-3070 FAX 401 861-3076 ' Fuss&O'Neill Inc. ' Executive Summary ' Parcel'V' This report summarizes the changes in drainage that will occur as a result of construction of a ' proposed Commercial Development north of the existing Lowes Drive on Buckland Road in South Windsor, CT. The Proposed development will occupy approximately 3.4 acres of a 5.7 acre parcel. The site is currently occupied by an abandoned house,with some unkept lawn areas on the west side of the house, and wooded areas to the east of the house. Soils are Agawam sandy loams and Enfield silty loams,both of Soil Conservation Service soil type B,with some type C/D soils in the rear (east)of the site within the wetland areas. Runoff from the proposed development's buildings and parking lots will drain to a detention basin located to the west, across Buckland Road. This basin was constructed in conjunction ' with the Evergreen walk project, and was sized to attenuate flows from portions of that development, as well as flows from this parcel. Detailed calculations and drainage maps for flows resulting from the proposed Evergreen Walk and Expo Center development were summarized in a previous report titled"Drainage Report:Expo Design Center"Last revised on January 27,2003. Calculations developed for this report use base flows from our January 27, 2003 report with additional runoff from the Parcel"L" site added to the model. The pre and ' post development flows for the detention basin(including proposed flows from this site)will be as follows: ' 2 1.95 .78 10 9.56 2.56 25 15.52 5.82 -9.70 100 27.77 22.10 -5.67 The proposed parking area storm drainage system was designed for the 25 year design storm, ' and will incorporate drainage structures with two foot sumps to maintain water quality. The detention basin will improve water quality further by allowing sediments to settle. F.\P96\96481\A48(Parcel L)\Drainage\drainrep.doc Corres. ' Fuss&O'Neill Inc. Existing Conditions ' The subject property consists of a 5.7 acre parcel located to the north of the existing Lowes Drive off Buckland Road,and across from the newly completed Evergreen Walk development. The site is currently unused,with an abandoned house and driveway located in the front of the ' parcel,and wooded areas to the rear of the parcel. The site also contains two separate wetland areas to the rear(east)of the parcel,and part of the detention basin constructed for the adjacent ' Lowes/Target Plaza. Soils on the site are SCS soil type B. Proposed Conditions The proposed buildings will cover approximately 0.64 acres. The adjacent parking areas will add approximately 1.7 more acres of impervious area. The proposed additional impervious ' areas will increase the amount of runoff discharging from the site, if undetained. However, runoff will be piped to the detention basin on the west side of Buckland Road,which was sized during the design of the Evergreen Walk development to accept flow from this parcel. Accordingly, an 18" RCP storm pipe and manhole were installed across Buckland Road,and . stubbed on this property during the construction of Evergreen Walk to facilitate the future development of this parcel. ' The detention basin will have a total storage volume of approximately 5.6 acre-feet. The pond ' will have a 4 inch diameter low-level outlet,an 8 inch diameter second stage outlet,and a third stage double catch basin grate outlet. The bottom of the pond will be at an approximate elevation of 83 feet and the highest elevation of the basin's berm will be 90 feet. During the 100 ' year storm,there will be approximately 1 foot of freeboard within the basin. Preliminary groundwater data indicates that the basin will be dry at least part of the year. Under dry conditions, the basin can store the runoff from 1-1/2"to 2" of rainfall before discharging through the outlet. The basin is located in an area of Merrimac soil,which the SCS classified as having a permeability of 2 to 6 inches per hour. Assuming a conservative 1"per hour,the basin will take 19 hours to drain completely when starting full at the low level outlet elevation. Storm sewer systems were designed to convey the 25 yr design storm for the proposed ' development. Minimum pipe cover is 3 feet, and minimum pipe slope is 1%, to maintain adequate pipe velocities in all areas. ' Methods U.S.D.A.Natural Resources Conservation Service(SCS)TR-55 methods were used to develop ' input information which was input into the Pondpack hydrologic computer model, which is based on SCS TR-20 methods. Please see Appendix B for the Pondpack calculations and drainage map. The storm sewer systems were sized using the StormCAD computer model. Input information ' for the model was derived using Rational Formula methods based on the drainage areas depicted in the drainage area map in Appendix A. Times of concentration for paved areas were assumed ' F:\P96\96481W48(Parcel L)\Drainage\drainrep.doc Corres. Fuss&O'Neill Inc. to be the minimum allowable time of 5 minutes. The StormCAD output indicates that all of the proposed pipes will have adequate capacity. Since all storm systems outlet to the detention basin,the 25 year water surface elevation in the ponds was used as the starting hydraulic grade line elevation in storm pipe calculations. ' Summary ' With the use of the proposed detention basin,proposed peak discharges from the site and from the proposed access road will be less than existing flows through the 100 year storm, as required by Town regulations. The proposed storm sewer system meets town regulations of ' adequately conveying the 25 year storm. ' FAPW9648RA48(Parcel Q\DrainageWrainrep.doc Corres. ' APPENDIX A STORM SEWER SIZING PARCEL ARC L L "C" COEFFICIENTS ' SOUTH WINDSOR, CONNECTICUT GRASS=0.2 PAVEMENT=0.9 CB-1 9295ztl 675 n 8620 0.015 h 0.198 0.213 0.85 CB-2 5976 0 5976 0.000 0.137 0.137 0.90 ' CB-3 33789 7082 26707 0.163 0.613 0.776 0.75 CB-4 20468 2158 18310 0.050 0.420 0.470 0.83 CB-5 4288 4288 0 0.098 0.000 0.098 0.20 ' ROOF A 11200 0 11200 0.000 0.257 0.257 0.90 ROOF B. 16530 0 16530 0.000 0.380 0.380 0.90 .:: ' GAp2001\733\s10\stormCAD\C_coeff.As Scenario: Base ROOF A Q B-4 =_ P-3 CB-3 P-2 CB- -2 Q• 00 a p.5 1 P_s ROOF B O-1 CB-5 Title:Parcel L Project Engineer:DFD g:\...\drainage\stormcad\96481a48001.stm Fuss&O'Neill Inc. StormCAD v5.5[5.5003] 04/29/05.03:48:53 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 i♦ � � ii� � i� � i♦ i� i� � � i� i� � � i♦ i� i♦ Scenario: Base Pipe Report Label Jpstrearr 3ownstrearySystem Total Length Donstructec Section Mannings Full pstrearr3ownstrearrUpstrea ownstrea Hydraulic Hydraulic Node Node Intensi System (ft) Slope Size n Capacity Invert Invert Cover Cover Grade Grade (in/hr) Flow (ft/ft) (cfs) Elevation Elevation (ft) (ft) Line In Line Out (cfs) (ft) (ft) (ft) (ft) P-1 CB-1 C13-2 6.70 0.77 21.00 0.009524 15 inch 0.012 6.83 170.00 169.80 2.25 2.45 170.34 170.18 P-2 CB-2 C13-3 6.55 1.45 100.00 0.010000 15 inch 0.012 7.00 169.70 168.70 2.55 1.05 170.18 169.61 P-3 CB-3 CB-4 5.50 5.02 106.00 0.010377 15 inch 0.012 7.13 168.70 167.60 1.05 2.15 169.61 168.62 P-4 CB-4 J-1 5.44 8.38 180.00 0.020556 18 inch 0.012 16.31 167.50 163.80 2.00 -165.30 168.62 164.56 P-5 J-1 0-1 5.38 10.13 51.00 0.010000 18 inch 0.012 11.38 163.70 163.19 -165.20 -164.69 164.93 164.30 P-6 ROOF B J-1 6.70 2.30 34.00 0.010000 10 inch 0.010 2.85 164.34 164.00 11.83 -164.83 165.02 164.58 P-7 ROOF A CB-4 6.70 1.56 42.00 0.010000 10 inch 0.010 2.85 168.17 167.75 3.00 2.42 168.73 168.62 P-8 CB-5 C13-2 6.70 0.13 126.00 0.018254 15 inch 0.012 9.45 172.00 169.70 3.75 2.55 172.14 170.18 Title:Parcel L Project Engineer:DFD g:\...\drainage\stormcad\96481a48001.stm Fuss&O'Neill Inc. StormCAD v5.5[5.5003) 04/29/05 03:47:30 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Base Inlet Report Label Rim Area Inlet Inlet Time External Known Gutter Inlet Total Road Total HydraulicHydraulicVelocity Velocity Additional Elevation(acres) C CA of CA Flow Ditch Location arryove Cross inlet Grade Grade In Out Flow (ft) (acres)'oncentratio (acres) (cfs) Spread Flow Slope CA Line In Line Out (ft/s) (ft/s) (cfs) (min) (ft) (cfs) (ft/ft) (acres) (ft) (ft) CB-1 173.50 0.21 0.85 0.18 5.00 0.00 0.00 6.13 On Grade 0.00 0.020 0.18 170.34 170.34 2.81 2.81 0.00 CB-2 173.50 0.14 0.90 0.12 5.00 0.00 0.00 5.31 On Gradi 0.00 0.020 0.12 170.18 170.18 3.37 3.37 0.00 CB-3 171.00 0.78 0.75 0.58 10.00 0.00 0.00 14.74 In Sag 0.58 0.020 0.69 169.61 169.61 5.26 5.26 0.00 CB-4 171.00 0.47 0.83 0.39 5.00 0.00 0.00 11.48 In Sag 0.00 0.020 0.39 168.62 168.62 5.91 5.91 0.00 CB-5 177.00 0.10 0.20 0.02 5.00 0.00 0.00 3.01 In Sag 0.00 0.020 0.02 172.14 172.14 1.75 1.75 0.00 ROOF 172.00 0.26 0.90 0.23 5.00 0.00 0.00 7.94 In Sag 0.00 0.020 0.23 168.73 168.73 4.01 4.01 0.00 ROOF 177.001 0.3810.901 0.341 5.001 0.001 0.001 10.481 In Sag 1 0.0010.0201 0.341 165.021 165.021 4.85 4.85 0.00 Title:Parcel L Project Engineer:DFD g:\...\drainage\stormcad\96481a48001.stm Fuss&UNeiil Inc. StormCAD v5.5[5.50031 04/29/05.03:47:41 PM ©Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1 APPENDIX B PONDPACK MODEL PROPOSED & EXISTING CONDITIONS s .ry L1 L �9 WETLAND s j WL4 tS L5 ' \z LIS 3 \ � OJ W 7 II 3 j 1 PROD.MANAGER: M/S TOWN LINE ASSOCIATES PROD.No.:9r 481A48 CHIEF DESIGNER: DATE:5/01/05 REVIEWED BY: DATE ATCH BASIN DRAINAGE AREA MAP EVERGREEN RUN DA-1 1. No. DATE DESCRIPTION -BY REVISIONS CONNECTI= i P" J m 1 :r a` 0 1 J rr a v RETAINING'WALL � \ A 1 o U SE MON: o ~ n x R _ mg _ -4 v / z rn / D to �c I. ,If m O zzrn o0— m�- (L Q N/F W { T RGE CORP A' w sE ��E 6 30 55 F PROJ.MANAGER MIS TOWN LINE ASSOCIATES PROJ.No.:96-481.A48 CHIEF DESIGNER DATE:5/01105 REVIEWED BY: DATE EXISTING DRAINAGE AREA MAP EVERGREEN RUN DA-2 1. No. DATE DESCRIPTION BY - REVISIONS CONNECTICUT f 1 1 1 OVERLAND F 1 TO STREET N f 3 L1 1 L 9 WETLAND 13 1 WL4 3 L5 L6 o� W7 3 Z PROD.MANAGER: PROJ.No.:96d81J448 CHIEF DESIGNER TO# MIS TOWN LINE ASSOCIATES DATE:6ro1A)6 REVIEWED BY: DATE AS 1 PROPOSED DRAINAGE AREA MAP EVERGREEN RUN DA-3 No. DATE DESCRIPTION BY - REVISIONS W CONNECTI= PA CEL L . O Exs asin Existi g a`6i To /asin o Q w DetE ntion Undetained v Existing DET bo o, P Proposed DET EX O PR O Da Q a fl. � x N W O O EX TO PR T O ' Job File: G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW Rain Dir: G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\ -------------------------- -------------------------- ' JOB-TITLE ---=___-- Project Date: 6,18,2003 ' Project Engineer: Project Title: Watershed Project Comments: Expo Center ' South Windsor, CT With one detention basin 1,000 ft away. ' Modified January 23, 2003 SIN: 621301D2E1CF Fuss & ONeill Inc PondPack Ver. 9.0029 Time: 9:57. PM Date: 5/l/2005 ' Table of Contents i Table of Contents MASTER SUMMARY ' Watershed. . . . . . . Master Network Summary . . . . . . . . . . . . . 1.01 NETWORK SUMMARIES (DETAILED) *************** Watershed. . . . . . . 2yr ' Executive Summary (Nodes) . .. . . . . . . . 2.01 Watershed. . . . . . . 10yr Executive Summary (Nodes) . . . . . . . . . . 2.02 Watershed. . .. . . . 25yr ' Executive Summary (Nodes) . . . . . .. .. . 2.03 Watershed. . . . . . . 100yr ' Executive Summary (Nodes) . .. . . . . . .. 2.04 ****************** DESIGN STORMS SUMMARY ******************* ' Hartford County Design Storms . . . . . . .. . . .. .. . .. . . . .. 3.01 ********************** TC CALCULATIONS ********************* BASIN AREA.. . . . . Tc Calcs . . . ... . . . .. . . . . ... . . . . . . ... 4.01 EX TO WETLND. . . . Tc Calcs .. . . ... .. . . . ... . . . . ... .. . . 4.03 EXISTING. . . . . . . . Tc Calcs .. . .... . .. ... . . . . . .. .. . .. .. 4.05 EXS BASIN AREA. . Tc Calcs . . . . .. . .. . ... . . . 4.07 ' PARCEL L DET. . . . Tc Calcs . . . ... . . . .. .. . . ... . . . . ..... 4.09 ' SIN: 621301D2E1CF Fuss & ONeill Inc PondPack Ver. 9.0029 Time: 9:57 PM Date: 5/l/2005 ' Table of Contents Table of Contents (continued) ' PR TO WETLND. . . . Tc Calcs 4.11 . . . . . . . . . . . . . . . . . . . . . . . . . . . TO DETENTION. . . . Tc Calcs 4.13 ' UNDETAINED. . . . . . Tc Calcs . . . . . . . . . . . . . . . . . . . . . . . . . . . 4.15 CN CALCULATIONS ****** ************* BASIN AREA. . . . . . Runoff CN-Area . . . . . .. . . . . . . . . . . . . .. 5.01 ' EX TO WETLND. . . . Runoff CN-Area . . . . . . . . . . . . . . . . .. . . . 5.02 EXISTING. . . . . . . . Runoff CN-Area . . . . . . . . . . . . . . . .. . . .. 5.03 EXS BASIN AREA. . Runoff CN-Area . . . . . .. . . . . . .. . . . . . . . 5.04 PARCEL L DET. . . . Runoff CN-Area . . . . . .. . . . . . . . . .. . . . 5.05 ' PR TO WETLND. . . . Runoff CN-Area . . . . . .. . . . .. .. . . .. .. . 5.06 TO DETENTION. . . . Runoff CN-Area . . . . . . . . . . . . . . . .. . . .. 5.07 UNDETAINED. . . . . . Runoff CN-Area . . . . . . . . . . .. .. . . . . .. . 5.08 ***************** ** CHANNEL ANALYSES ********************* ' CHN-CIR - 1. . . . . Chn-Circular .. . . . . ... . .. . . .. . .. . . .. 6.01 Channel Equations . . .. . . . .... . . . . . . . 6.03 POND VOLUMES-.**-********************* DETENTION. . . . . . . Vol: Elev-Area . .. . . ... . .. . .. ... . . .. 7.01 ******************** OUTLET STRUCTURES ************ ******** ' 1000 feet. .. . . . . Outlet Input Data . . . . .. . .. .. . . . . . . . 8.01 ' SIN: 621301D2E1CF Fuss & ONeill Inc PondPack Ver.. 9.0029 Time: 9:57 PM Date: 5/l/2005 ' Table of Contents Table of Contents (continued) ' Individual Outlet Curves 8.04 Composite Rating Curve 8.07 SIN: 621301D2E1CF Fuss & ONeill Inc PondPack Ver. 9.0029 _ . Time: 9:57 PM Date: 5/l/2005 ' Type.. . . Master Network Summary Page 1.01 Name... . Watershed File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW MASTER DESIGN STORM SUMMARY ' Network Storm Collection: Hartford County Total Depth Rainfall Return Event in Type- RNF ID- -- 2yr 3.2000 Synthetic Curve TypeIII 24hr l0yr 4.7000 Synthetic Curve TypeIII 24hr ' 25yr 5.5000 Synthetic Curve TypeIII 24hr 100yr 6.9000 Synthetic Curve TypeIII 24hr ' MASTER NETWORK SUMMARY SCS Unit Hydrograph Method (*Node=Outfall; +Node=Diversion;) ' (Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt) Max Return HYG Vol Qpeak Qpeak Max WSEL Pond Storage Node ID - ------ Type Event ac-ft Trun hrs --cfs--- -ft - ac_ft -------- ---- ------ ---------- -- --------- - ---- BASIN AREA AREA 2 .339 12.5400 1.77 ' BASIN AREA AREA 10 .864 12.5200 5.55 BASIN AREA AREA 25 1.199 12.4600 7.98 BASIN AREA AREA 100 1.846 12.4600 12.71 DETENTION IN POND 2 2.662 12.2800 20.34 ' DETENTION IN POND 10 4.753 12.2800 36.07 DETENTION IN POND 25 5.944 12.2800 44.89 DETENTION IN POND 100 8.110 12.2800 60.70 DETENTION OUT POND 2 1.343 19.8200 .58 86.88 2.131 ' DETENTION OUT POND 10 3.064. 15.8200 2.41 88.17 3.297 DETENTION OUT POND 25 4.168 13.9800 5.50 88.62 _ 3.772 DETENTION OUT POND 100 6.268 12.8800 21.23 89.04 4.267 SIN: 621301D2E1CF Fuss & ONeill Inc PondPack Ver. 9.0029 Time: 9:57 PM . . . _ _ Date: 5/l/2005 ' Type. . . . Master Network Summary Page 1.02 Name. . . . Watershed File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW MASTER NETWORK SUMMARY SCS Unit Hydrograph Method (*Node=Outfall; +Node=Diversion;) (Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt) Max Return HYG Vol Qpeak Qpeak Max WSEL Pond Storage Node ID - Type Event -ac-ft Trun hrs cfs ft- - ac_ft --------------- ---- ------ -- --------- ---- *EX TO WETLND JCT 2 .108 12.1600 1.07 *EX TO WETLND JCT 10 .242 12.1600 2.62 *EX TO WETLND JCT 25 .323 12.1600 3.55 *EX TO WETLND JCT 100 .476 12.1400 5.28 EX TO WETLND AREA 2 .108 12.1600 1.07 ' EX TO WETLND AREA 10 .242 12.1600 2.62 EX TO WETLND AREA 25 .323 12.1600 3.55 EX TO WETLND AREA 100 .476 12.1400 5.28 EXISTING AREA 2 .268 12.4400 1.21 EXISTING AREA 10 .891 12.2400 7.07 EXISTING AREA 25 1.323 12.2200 11.67 EXISTING AREA 100 2.200 12.2000 21.01 ' *EXISTING DET OUT JCT 2 .491 12.5000 1.95 *EXISTING DET OUT JCT 10 1.549 12.3000 9.56 *EXISTING DET OUT JCT 25 2.273 12.2800 15.52 *EXISTING DET OUT JCT 100 3.729 12.2400 27.77 ' EXS BASIN AREA AREA 2 .223 12.6200 .91 EXS BASIN AREA AREA 10 .658 12.5400 3.90 EXS BASIN AREA AREA 25 .950 12.5200 6.01 EXS BASIN AREA AREA 100 1.530 12.4600 10.22 PARCEL L DET AREA 2 475 12.1600 4.90 PARCEL L DET AREA 10 .758 12.1600 7.63 PARCEL L DET AREA 25 :911 12.1600 9.07 PARCEL L DET AREA - - 100 _ 1.179 12.1600 11.57 PR TO WETLND AREA 2 .036 12.1000 .44 PR TO WETLND AREA 10 .062 12.1000 _ .73 PR TO WETLND AREA 25 .076 12.1000 .89 PR TO WETLND AREA 100 .100 12.1000 1.16 SIN:_ 621301D2E1CF Fuss & ONeill Inc PondPack Ver. 9.0029 Time: 9:57 PM Date: 5/l/2005 ' Type. . . . Master Network Summary Page 1.03 Name. . . . Watershed File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW ' MASTER NETWORK SUMMARY SCS Unit Hydrograph Method (*Node=Outfall; +Node=Diversion;) (Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt) Max ' Return HYG Vol Qpeak Qpeak Max WSEL Pond Storage Node ID -------- Type Event ac-ft Trun hrs - cfs ft --ac-ft -------- ---- ------ ---------- -- --------- -- -------- *PR TO WETLND JCT 2 .036 12.1000 .44 ' *PR TO WETLND JCT 10 .062 12.1000 .73 *PR TO WETLND JCT 25 .076 12.1000 .89 *PR TO WETLND JCT 100 .100 12.1000 1.16 *PROPOSED DET OUT JCT 2 1..428 12.4600 .78 *PROPOSED DET OUT JCT 10 3.271 15.3200 2.56 *PROPOSED DET OUT JCT 25 4.453 13.9600 5.82 *PROPOSED DET OUT JCT 100 6.699 12.8600 22.10 TO DETENTION AREA 2 1.847 12.3000 15.53 TO DETENTION AREA 10 3.131 12.3000 25.95 TO DETENTION AREA 25 3.835 12.3000 31.52 TO DETENTION AREA 100 5.084 12.3000 41.22 ' UNDETAINED AREA 2 .086 12.2400 .69 UNDETAINED AREA 10 .208 12.2000 1.97 UNDETAINED AREA 25 .284 12.2000 2.78 UNDETAINED AREA 100 .431 12.2000 4.31 I r SIN: 621301D2E1CF Fuss & ONeill Inc PondPack Ver. 9.0029 Time: 9:57 PM Date: 5/1/2005 Type. . . . Executive Summary (Nodes) Page 2.01 Name.. . . Watershed Event: 2 yr File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW Storm. . . TypeIII 24hr Tag: 2yr NETWORK SUMMARY -- NODES (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) DEFAULT Design Storm File,ID = Hartford County Storm Tag Name = 2yr -------------------------------------------------------------------- ' Data Type, File, ID = Synthetic Storm TypeIII 24hr Storm Frequency = 2 yr Total Rainfall Depth= 3.2000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs HYG Vol Qpeak Qpeak Max WSEL Node ID Type ac-ft Trun.. hrs cfs ft BASIN AREA AREA .339 12.5400 1.77 DETENTION IN POND 2.662 12.2800 20.34 DETENTION OUT POND 1.343 19.8200 .58 86.88 ' Outfall EX TO WETLND JCT .108 12.1600 1.07 EX TO WETLND AREA .108 12.1600 1.07 EXISTING AREA .268 12.4400 1.21 Outfall EXISTING DET OUT JCT .491 12.5000 1.95 EXS BASIN AREA AREA .223 12.6200 .91 PARCEL L DET AREA .475 12.1600 4.90 PR TO WETLND AREA .036 12.1000 .44 Outfall PR TO WETLND JCT .036 12.1000 .44 Outfall PROPOSED DET OUT JCT 1.428 12.4600 .78 ' TO DETENTION AREA 1.847 12.3000 15.53 UNDETAINED AREA .086 12.2400 .69 1 r SIN: 621301D2E1CF - Fuss & ONeill Inc PondPack Ver. 9.0029 Time: 9:57 PM Date: 5/1/2005 Type. . . . Executive Summary (Nodes) Page 2.02 Name. . . . Watershed Event: 10 yr File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW Storm. . . TypeIII 24hr Tag: 10yr NETWORK SUMMARY -- NODES (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) DEFAULT Design Storm File,ID = Hartford County Storm Tag Name = 10yr -------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeIII 24hr Storm Frequency = 10 yr Total Rainfall Depth= 4.7000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs HYG Vol Qpeak Qpeak Max WSEL Node ID Type ac-ft Trun. hrs cfs ft ----------------- ---- ---------- -- --------- -------- • --------- BASIN AREA AREA .864 12.5200 5.55 DETENTION IN POND 4.753 12.2800 36.07 DETENTION OUT POND 3.064 15.8200 2.41 88.17 Outfall EX TO WETLND JCT .242 12.1600 2.62 EX TO WETLND AREA .242 12.1600 2.62 EXISTING AREA .891 12.2400 7.07 Outfall EXISTING DET OUT JCT 1.549 12.3000 9.56 EXS BASIN AREA AREA .658 12.5400 3.90 PARCEL L DET AREA .758 12.1600 7.63 PR TO WETLND AREA .062 12.1000 .73 Outfall PR TO WETLND JCT .062 12.1000 .73 Outfall PROPOSED DET OUT JCT 3.271 15.3200 2.56 ' TO DETENTION AREA 3.131 12.3000 25.95 UNDETAINED AREA .208 12.2000 1.97 1 SIN: 621301D2E1CF Fuss & ONeill Inc PondPack Ver. 9.0029 Time: 9:57 PM Date: 5/l/2005 1 Type. . . . Executive Summary (Nodes) Page 2.03 Name. . . . Watershed Event: 25 yr File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW Storm. . . TypeIII 24hr Tag: 25yr NETWORK SUMMARY -- NODES (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) DEFAULT Design Storm File,ID = Hartford County Storm Tag Name = 25yr -------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeIII 24hr Storm Frequency = 25 yr - Total Rainfall Depth= 5.5000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs HYG Vol Qpeak Qpeak Max WSEL Node ID Type ac-ft Trun. hrs cfs ft r ----------------- ---- ---------- -- --------- -------- --------- BASIN AREA AREA 1.199 12.4600 7.98 DETENTION IN POND 5.944 12.2800 44.89 DETENTION OUT POND 4.168 13.9800 5.50 88.62 Outfall EX TO WETLND JCT .323 12.1600 3.55 EX TO WETLND AREA .323 12.1600 3.55 EXISTING AREA 1.323 12.2200 11.67 Outfall EXISTING DET OUT JCT 2.273 12.2800 15.52 EXS BASIN AREA AREA .950 12.5200 6.01 PARCEL L DET AREA .911 12.1600 9.07 PR TO WETLND AREA .076 12.1000 .89 Outfall PR TO WETLND JCT .076 12.1000 .89 Outfall PROPOSED DET OUT JCT 4.453 13.9600 5.82 ' TO DETENTION AREA 3.835 12.3000 31.52 UNDETAINED AREA .284 12.2000 2.78 r r r r r . r r r SIN: 621301D2E1CF Fuss & ONeill Inc PondPack Ver. 9.0029 . Time: 9:57. PM Date: 5/l/2005 r Type. . . . Executive Summary (Nodes) Page 2.04 Name. . . . Watershed Event: 100 yr File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW Storm. . . TypeIII 24hr Tag: 100yr NETWORK SUMMARY -- NODES (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) DEFAULT Design Storm File,ID = Hartford County Storm Tag Name = 100yr -------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeIII 24hr Storm Frequency . = 100 yr Total Rainfall Depth= 6.9000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs HYG Vol Qpeak Qpeak Max WSEL Node ID Type ac-ft Trun. hrs cfs ft ----------------- ---- ---------- -- --------- -------- --------- BASIN AREA AREA 1.846 12.4600 12.71 DETENTION IN POND 8.110 12.2800 60.70 DETENTION OUT POND 6.268 12.8800 21.23 89.04 Outfall EX TO WETLND JCT .476 12.1400 5.28 EX TO WETLND AREA .476 12.1400 5.28 EXISTING AREA 2.200 12.2000 21.01 Outfall EXISTING DET OUT JCT 3.729 12.2400 27.77 EXS BASIN AREA AREA 1.530 12.4600 10.22 PARCEL L DET AREA 1.179 12.1600 11.57 PR TO WETLND AREA .100 12.1000 1.16 Outfall PR TO WETLND JCT .100 12.1000 1.16 Outfall PROPOSED DET OUT JCT 6.699 12.8600 22.10 TO DETENTION AREA 5.084 12.3000 41.22 UNDETAINED AREA .431 12.2000 4.31 SIN: 621301D2E1CF Fuss & ONeill Inc PondPack Ver. 9.0029. . Time: 9:57 PM Date: 5/l/2005 Type. . . . Design Storms Page 3.01 Name. . . . Hartford County File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\ Title. . . Project Date: 6/18/2003 Project Engineer: Project Title: Watershed Project Comments: Expo Center South Windsor, CT With one detention basin 1,000 ft away. Modified January 23, 2003 DESIGN STORMS SUMMARY Design Storm File,ID = Hartford County Storm Tag Name = 2yr -------------------------------------=-------------------------------- Data Type, File, ID = Synthetic Storm TypeIII 24hr Storm Frequency = 2 yr Total Rainfall Depth= 3.2000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs Storm Tag Name = 10yr Data Type, File, ID = Synthetic Storm TypeIII 24hr Storm Frequency = 10 yr Total Rainfall Depth= 4.7000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs Storm Tag Name = 25yr -_--------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeIII 24hr Storm Frequency = 25 yr Total Rainfall Depth= 5.5000 in Duration Multiplier = 1 Resulting Duration =. 24.0000 hrs Resulting Start Time=. .0000 hrs Step=. .1000 hrs End= 24.0000 hrs Storm Tag Name = 100yr ---------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeIII 24hr Storm Frequency = 100 yr Total Rainfall Depth_= 6.9000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs - Step= .1100 hrs End= 24,0000 hrs SIN: 621301D2E1CF _ Fuss & ONeill Inc PondPack Ver. 9.0029 Time: 9:57 PM . Date: 5/l/2005 Type. . . . Tc Calcs Page 4.01 Name. . .. BASIN AREA File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001-PPW TIME OF CONCENTRATION CALCULATOR ------------------------------------------------------------------------ Segment #1: Tc: TR-55 Shallow Hydraulic Length 950.00 ft Slope .034000 ft/ft Unpaved Avg.Velocity 2.98 ft/sec Segment #1 Time: .0887 hrs ------------------------------------------------------------------------ Segment #2: Tc: TR-55 Sheet Mannings n .2400 Hydraulic Length 200.00 ft 2yr, 24hr P 3.2000 in Slope .010000 ft/ft Avg.Velocity .10 ft/sec Segment #2 Time: .5464 hrs ------------------------------------------------------------------------ !� Total Tc: .6351 hrs SIN: 621301D2E1CF Fuss & ONeill Inc PondPack Ver. 9.0029 Time: 9:57 PM Date: 5/l/2005 Type. . . . Tc Calcs Page 4.03 Name. . . . EX TO WETLND File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW :I:M:E O: :: :F CONCENTRATION LC: :C: :A: ::U:LA:T:O: :R: : : : :: : : : : : : : : : : : : : : : : : : : : : : : : : : :: : : :: : : T ---------------------------------------------------------------- Segment #1: Tc: User Defined Segment #1 Time: .1830 hrs ------------------------------------------------------------------------ Total Tc: .1830 hrs ------------------------- SIN: 62130ID2ElCF. Fuss & ONeill Inc PondPack Ver. 9.0029 Time: 9:57 PM Date: 5/l/2005 Type. . . . Tc Calcs Page 4.04 Name. . . . EX TO WETLND File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW -------------------- ---------------------------------------------------- Tc Equations used. . . ------------------------------------------------------------------------ User Defined ------------------------- Tc = Value entered by user Where: Tc = Time of concentration SIN: 621301D2E1CF. Fuss & ONeill Inc PondPack Ver. 9.0029 Time: 9:57 PM Date: 5/l/2005 Type. .. . Tc Calcs Page 4.05 Name. .. . EXISTING File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW TIME OF CONCENTRATION CALCULATOR ------------------------------------------------------------------------ Segment #1: Tc: TR-55 Shallow Hydraulic Length 675.00 ft Slope .045000 ft/ft Unpaved Avg.Velocity 3.42 ft/sec Segment #1 Time: .0548 hrs ------------------------------------------------------------------------ Segment #2: Tc: TR-55 Sheet Mannings n .2400 Hydraulic Length 200.00 ft 2yr, 24hr P 3.2000 in Slope .140000 ft/ft Avg.Velocity .29 ft/sec Segment #2 Time: .1901 hrs ------------------------------------------------------------------------ ------------------------- ------------------------- Total Tc: .2449 hrs S/N: -621301D2E1CF Fuss & ONeill Inc PondPack Ver. 9.0029 Time: 9:57PM . Date: 5/1/2005 Type. .. . Tc Calcs Page 4.06 Name. . . . EXISTING File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW ------------------------------------------------------------------------ Tc Equations used. . . ------------------------------------------------------------------------ _=_= SCS TR-55 Sheet Flow Tc = (.007 * ((n * Lf)**0.8)) / ((P**.5) * (Sf**.4)) Where: Tc = Time of concentration, hrs n = Mannings n Lf = Flow length, ft P = 2yr, 24hr Rain depth, inches Sf = Slope, % SCS TR-55 Shallow Concentrated Flow Unpaved surface: V = 16.1345 * (Sf**0.5) Paved surface: V = 20.3282 * (Sf**0.5) Tc = (Lf / V) / (3600sec/hr) Where: V = Velocity, ft/sec Sf = Slope, ft/ft Tc = Time of concentration, hrs Lf = Flow length, ft I III SIN: 621301D2E1CF Fuss & ONeill Inc PondPack Ver. 9.0029 Time: 9:57 PM Date: 5/l/2005 Type... . Tc Calcs Page 4.07 Name. . . . EXS BASIN AREA File. .. . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001-PPW TIME OF CONCENTRATION CALCULATOR ------------------------------------------------------------------------ Segment #1: Tc: TR-55 Shallow Hydraulic Length 950.00 ft Slope .034000 ft/ft Unpaved Avg.Velocity 2.98 ft/sec Segment #1 Time: .0887 hrs ------------------------------------------------------------------------ Segment #2: Tc: TR-55 Sheet Mannings n .2400 Hydraulic Length 200.00 ft 2yr, 24hr P 3.2000 in Slope .010000 ft/ft Avg.Velocity .10 ft/sec Segment #2 Time: .5464 hrs ------------------------------------------------------------------------ Total Tc: .6351 hrs SIN: 62130ID2E1CF Fuss & ONeill Inc PondPack Ver.. 9.0029 Time: 9:57 PM Date: 5/l/2005 Type. . . . Tc Calcs Page 4.08 Name. . . . EXS BASIN AREA File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW ------------------------------------------------------------------------ Tc Equations used. . . ------------------------------------------------------------------------ SCS TR-55 Sheet Flow Tc = (.007 * ((n * Lf)**0.8)) / ((P**.5) * (Sf**.4)) Where: Tc = Time of concentration, hrs n = Mannings n Lf = Flow length, ft P = 2yr, 24hr Rain depth, inches Sf = Slope, & SCS TR-55 Shallow Concentrated Flow Unpaved surface: V = 16.1345 * (Sf**0.5) Paved surface: V = 20.3282 * (Sf**0.5) Tc = (Lf / V) / (3600sec/hr) Where: V = Velocity, ft/sec Sf = Slope, ft/ft Tc = Time of concentration, hrs Lf = Flow length, ft SIN: 621301D2E1CF Fuss & ONeill Inc PondPack Ver. 9.0029 Time: 9:57 PM Date: 5/l/2005 Type. . . . Tc Calcs Page 4.09 Name. .. . PARCEL L DET File. .. . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\9648IA48001.PPW TIME OF CONCENTRATION CALCULATOR ------------------------------------------------------------------------ Segment #1: Tc: User Defined Segment #1 Time: .2167 hrs ------------------------------------------------------------------------ Total To: .2167 hrs SIN: 621301D2E1CF. Fuss & ONeill Inc PondPack Ver. 9.0029 Time: 9:57 PM Date: 5/l/2005 Type. .. . Tc Calcs Page 4.10 Name. . . . PARCEL L DET File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW ------------------------------------------------------------------------ Tc Equations used. . . ------------------------------------------------------------------------ ___= User Defined Tc = Value entered by user Where: Tc = Time of concentration SIN: 621301D2E1CF Fuss & ONeill Inc PondPack Ver.. 9.0029 Time: 9:57 PM Date: 5/1/2005 Type. . . . Tc Calcs Page 4.11 Name. . . . PR TO WETLND File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW TIME OF CONCENTRATION CALCULATOR ------------------------------------------------------------------------ Segment #1: Tc: User Defined Segment #1 Time: .1000 hrs ------------------------------------------------------------------------ ------------------ Total Tc: .1000 hrs ------------------------- SIN: 62130ID2EICF FUSS & ONeill Inc PondPack Ver. 9.0029 Time: 9:57 PM Date:. 5/l/2005 Type. . . . Tc Calcs Page 4.12 Name. . . . PR TO WETLND File.. . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW ------------------------------------------------------------------------ Tc Equations used. . . ------------------------------------------------------------------------ User Defined Tc = Value entered by user Where: Tc = Time of concentration SIN: 621301D2E1CF _ Fuss & ONeill Inc PondPack Ver.. 9.0029 Time.: 9:57 PM Date: 5/l/2005 Type. . . . Tc Calcs Page 4.13 Name. . . . TO DETENTION File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW TIME OF CONCENTRATION CALCULATOR ------------------------------------------------------------------------ Segment #1: Tc: TR-55 Shallow Hydraulic Length 300.00 ft Slope .020000 ft/ft Unpaved Avg.Velocity 2.28 ft/sec Segment #1 Time: .0365 hrs ------------------------------------------------------------------------ Segment #2: Tc: TR-55 Sheet Mannings n .2400 Hydraulic Length 165.00 ft 2yr, 24hr P 3.2000 in Slope .020000 ft/ft Avg.Velocity .13 ft/sec Segment #2 Time: .3550 hrs ------------------------------------------------------------------------ Segment #3: Tc: TR-55 Sheet Mannings n .2400 Hydraulic Length 35.00 ft 2yr, 24hr P 3.2000 in Slope .333300 ft/ft Avg.Velocity .29 ft/sec Segment #3 Time; .0333 hrs ------------------------------------------------------------------------ Total Tc: .4249 hrs ------------------------- SIN: 621301D2E1CF Fuss & ONeill Inc PondPack Ver. 9.0029 . . . Time: 9:57 PM . . . Date: 5/1/2005 Type. . . . Tc Calcs Page 4.14 Name. . . . TO DETENTION File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW ------------------------------------------------------------------------ Tc Equations used. . . ------------------------------------------------------------------------ ___= SCS TR-55 Sheet Flow Tc = (.007 * ((n * Lf)**0.8)) / ((P**.5) * (Sf**.4)) Where: Tc = Time of concentration, hrs n = Mannings n Lf = Flow length, ft P = 2yr, 24hr Rain depth, inches Sf = Slope, % SCS TR-55 Shallow Concentrated Flow Unpaved surface: V = 16.1345 * (Sf**0.5) Paved surface: V = 20.3282 * (Sf**0.5) Tc = (Lf / V) / (3600sec/hr) Where: V = Velocity, ft/sec Sf = Slope, ft/ft Tc = Time of concentration, hrs Lf = Flow length, ft SIN: 621301D2E1CF Fuss, & ONeill Inc PondPack Ver. 9.0029 Time: 9:57 PM _ Date: 5/l/2005 Type. . . . Tc Calcs Page 4.15 Name. . . . UNDETAINED File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW TIME OF CONCENTRATION CALCULATOR ------------------------------------------------------------------------ Segment #1: Tc: TR-55 Shallow Hydraulic Length 215.00 ft Slope .140000 ft/ft Unpaved Avg.Velocity 6.04 ft/sec Segment #1 Time: .0099 hrs ------------------------------------------------------------------------ Segment #2: Tc: TR-55 Sheet Mannings n .2400 Hydraulic Length 200.00 ft 2yr, 24hr P 3.2000 in Slope .070000 ft/ft Avg.Velocity .22 ft/sec Segment #2 Time: .2509 hrs ------------------------------------------------------------------------ Total Tc: .2608 hrs ------------------------- S/N:. 62130ID2ElCF Fuss & ONeill Inc PondPack Ver. 9.0029 . . Time: 9:57 PM Date: 5/l/2005 Type. . . . Tc Calcs Page 4.16 Name. . . . UNDETAINED File. .. . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW ------------------------------------------------------------------------ Tc Equations used. . . ------------------------------------------------------------------------ ___= SCS TR-55 Sheet Flow Tc = (.007 * ((n * Lf)**0.8)) / ((P**.5) * (Sf**.4)) Where: Tc = Time of concentration, hrs n = Mannings n Lf = Flow length, ft P = 2yr, 24hr Rain depth, inches Sf = Slope, % SCS TR-55 Shallow Concentrated Flow Unpaved surface: V = 16.1345 * (Sf**0.5) Paved surfacer V = 20.3282 * (Sf**0.5) Tc = (Lf / V) / (3600sec/hr) Where: V = Velocity, ft/sec Sf = Slope, ft/ft Tc = Time of concentration, hrs Lf = Flow length, ft SIN: 621301D2E1CF - _ Fuss & ONeill Inc PondPack Ver. 9.0029 Time: 9:57. PM Date: 5/1/2005 Type. . . . Runoff CN-Area Page 5.01 Name.. . . BASIN AREA File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW RUNOFF CURVE NUMBER DATA . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . -------------------------------------------------------------------------- Impervious Area Adjustment Adjusted Soil/Surface Description CN acres %C RUC CN -------------------------------- ---- --------- ----- ----- ------ Impervious (pond) 98 1.050 98.00 Meadow, B 58 6.790 58.00 COMPOSITE AREA & WEIGHTED CN ---> 7.840 63.36 (63) .. . . . . . .. . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . SIN: 621301D2E1CF Fuss & ONeill Inc PondPack Ver. 9.0029 . . Time: 9:57 PM Date: 5/l/2005 Type.. . . Runoff CN-Area Page 5.02 Name. . . . EX TO WETLND File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW RUNOFF CURVE NUMBER DATA -------------------------------------------------------------------------- Impervious Area Adjustment Adjusted Soil/Surface Description CN acres %C RUC CN -------------------------------- ---- --------- ----- ----- ------ EXISTING WOODED 64 1.369 64.00 iMPERVIOUS 98 .236 98.00 GRASS 61 .060 61.00 COMPOSITE AREA & WEIGHTED CN ---> 1.665 68.71 (69) I I SIN: 621301D2E1CF. . . Fuss & ONeill Inc PondPack Ver. 9.0029 Time: 9:57. PM Date: 5/l/2005 Type. . . . Runoff CN-Area Page 5.03 Name. . . . EXISTING File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW RUNOFF CURVE NUMBER DATA -------------------------------------------------------------------------- Impervious Area Adjustment Adjusted Soil/Surface Description CN acres %C RUC CN -------------------------------- ---- --------- ----- ----- ------ Meadow, B 58 10.010 58.00 Impervious 98 .200 98.00 Woods, good cond. A 30 .660 30.00 Open space, good cond. A 39 1.210 39.00 Woods, good cond. B 55 .730 55.00 COMPOSITE AREA & WEIGHTED CN ---> 12.810 55.22 (55) I SIN: 621301D2E1CF Fuss & ONeill Inc PondPack Ver. 9.0029 Time: 9:57 PM Date: 5/l/2005 Type. . . . Runoff CN-Area Page 5.04 Name. . . . EXS BASIN AREA File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW RUNOFF CURVE NUMBER DATA -------------------------------------------------------------------------- Impervious Area Adjustment Adjusted Soil/Surface Description CN acres %C RUC CN -------------------------------- ---- --------- ----- ----- ------ Meadow, B 58 7.840 58.00 COMPOSITE AREA & WEIGHTED CN ---> 7.840 58.00 (58) SIN: 621301D2E1CF . . Fuss & ONeill Inc PondPack Ver. 9.0029 Time: 9:57 PM - Date: 5/l/2005 Type. . .. Runoff CN-Area Page 5.05 Name. . . . PARCEL L DET File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW RUNOFF CURVE NUMBER DATA . . . .. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. -------------------------------------------------------------------------- Impervious Area Adjustment Adjusted Soil/Surface Description CN acres 96C RUC CN -------------------------------- ---- --------- ----- ----- ------ IMPERVIOUS 98 2.005 98.00 GRASSED 61 .326 61.00 COMPOSITE AREA & WEIGHTED CN ---> 2.331 92.83 (93) . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . SIN: 621301D2E1CF Fuss & ONeill Inc PondPack Ver. 9.0029 . . . _ Time: 9:57 PM Date:. 5/l/2005 Type. . . . Runoff CN-Area Page 5.06 Name. . . PR TO WETLND File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW RUNOFF CURVE NUMBER DATA -------------------------------------------------------------------------- Impervious Area Adjustment Adjusted Soil/Surface Description CN acres %C %UC CN -------------------------------- ---- --------- ----- ----- ------ IMPERVIOUS 98 .159 98.00 GRASSED 60 .060 60.00 COMPOSITE AREA & WEIGHTED CN -=-> .219 87.59 (88) SIN: 621301D2E1CF Fuss & ONeill Inc PondPack Ver. 9.0029 Time: 9:57 PM . . Date: 5/l/2005 Type. . . . Runoff CN-Area Page 5.07 Name. . . . TO DETENTION File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW RUNOFF CURVE NUMBER DATA -------------------------------------------------------------------------- Impervious Area Adjustment Adjusted Soil/Surface Description CN acres %C RUC CN -------------------------------- ---- --------- ----- ----- ------ Impervious 98 8.000 98.00 Open Space, Good Cond. B 61 3.100 61.00 COMPOSITE AREA & WEIGHTED CN ---> 11.100 87.67 (88) SIN: 621301D2E1CF Fuss & ONeill Inc PondPack Ver. 9.0029 Time: 9:57 PM Date: 5/l/2005 Type. . . . Runoff CN-Area Page 5.08 Name. . . . UNDETAINED File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW RUNOFF CURVE NUMBER DATA . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . . -------------------------------------------------------------------------- Impervious Area Adjustment Adjusted Soil/Surface Description CN acres %C RUC CN -------------------------------- ---- --------- ----- ----- ------ Impervious 98 .200 98.00 Open Space, good cond. B 61 1.510 61.00 COMPOSITE AREA & WEIGHTED CN ---> 1.710 65.33 (65) . . . . . . . . . . . . .. . . . .. . . . . . .. . . . . . . . . . .. .. . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . SIN: 621301D2E1CF Fuss & ONeill Inc PondPack Ver. 9.0029 _ _ Time: 9:57. PM Date: 5/l/2005 Type. . . . Chn-Circular Page 6.01 Name. . . . CHN-CIR - 1 File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW Solution to Mannings Open Channel Flow Equation (Computed values are based on normal depth.) CIRCULAR CROSS SECTION Slope =5.200000 ft/ft Mannings n = 0.01200 Invert Elev. = 162.00 ft Top of Channel = 163.50 ft Diameter = 1.5000 ft Elev. Depth Flow Vel. Area Top W. Wet.P. Hd Froude (ft) (ft) (cfs) (ft/sec) (sq.ft) (ft) (ft) (ft) No. -------- ------- ------ ------- ------- ------ ------ ----- ------ 162.000 .00 .00 .00 .0000 .00 .00 .00 0.00 162.030 .03 .17 20.67 .0084 .42 .43 .02 25.72 162.060 .06 .77 32.61 .0237 .59 60 .04 28.63 162.090 .09 1.84 42.46 .0433 .71 .74 .06 30.37 162.120 .12 3.38 51.10 .0662 .81 .86 .08 31.58 162.150 .15 5.42 58.90 .0920 .90 .97 .10 32.49 162.180 .18 7.94 66.07 .1201 .97 1.06 .12 33.18 162.210 .21 10.94 72.73 .1504 1.04 1.15 .14 33.73 162.240 .24 14.41 78.95 .1825 1.10 1.23 .17 34.17 162.270 .27 18.34 84.79 .2163 1.15 1.31 .19 34.51 162.300 .30 22.72 90.31 .2516 1.20 1.39 .21 34.77 162.330 .33 27.54 95.54 .2883 1.24 1.46 .23 34.97 162.360 .36 32.78 100.50 .3261 1.28 1.54 .25 35.12 162.390 .39 38.41 105.21 .3651 1.32 1.61 .28 35.21 162.420 .42 44.43 109.70 .4050 1.35 1.67 .30 35.27 162.450 .45 50.81 113.97 .4459 1.37 1.74 .32 35.28 162.480 .48 57.54 118.03 .4875 - 1.40 1.80 .35 35.26 162.510 .51 64.59 121.91 .5298 1.42 1.87 .37 35.20 162.540 .54 71.94 125.60 .5727 1.44 1.93 .40 35.11 162.570 .57 79.57 129.12 .6162 1.46 1.99 .42 34.99 162.600 .60 87.44 132.47 .6601 1.47 2.05 .45 34.85 162.630 .63 95.55 135.66 .7044 1.48 2.12 ...48 34.68 162.660 .66 103.86 138.68 .7489. 1.49 2.18 .50 34.48 162.690 _ _ .69 112.35 141.55 .7937 1.50 2.24 _ .53 34.25 162.720, .72 120.98 144.27 .8386 1.50 2.30 .56 34.00 162.750 .75 129.74 146.84 .8836 1.50 2.36 .59 33.73 162.780 .78 138.59 149.26 .9286 1.50 2.42 .62 33.43 162.810 .81 _ _ 147.51 151.53 .9735 1.50 2.48 . . . .65 33.11 162.840 .84 156.46 153.65 1.0182 1.49 2.54 .68 32.76 162.870 .87 165.41 155.64 1.0628 1.48 2.60 .72 32.39 162.900 .90 174.33 157.47 1.1071 1.47 2.66 .75 31.99 162.930 _ .93 183.19 159.16 1.1509 1.46 2.72 .79 31.56 162.960 .96 191.95 160.70 1.1944 1.44 2.78 .83 31.11 162.990 .99 200.57 162.10 1.2373 1.42 2.84 _ .87 30.63 163.020 1.02 209.02 163.34 1.2797 1.40 2.91 _ .91 30.11 163.050 . 1.05 217.25 164.42 1.3213 1.37 2.97 .96 29.57 163.080 1.08 225.23 165.35 1.3621 . . 1.35 3.04 1.01 28.99 SIN: 621301D2E1CF Fuss & ONeill Inc PondPack Ver. 9.0029 Time: 9:57 PM Date: 5/l/2005 Type. . . . Chn-Circular Page 6.02 Name. . . . CHN-CIR - 1 File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW Solution to Mannings Open Channel Flow Equation (Computed values are based on normal depth.) CIRCULAR CROSS SECTION Slope =5.200000 ft/ft Mannings n = 0.01200 Invert Elev. = 162.00 ft Top of Channel = 163.50 ft Diameter = 1.5000 ft Elev. Depth Flow Vel. Area Top W. Wet.P. Hd Froude (ft) (ft) (cfs) (ft/sec) (sq.ft) (ft) (ft) (ft) No. ------ ------- ------ ------- ------- ------ ------ ----- ------ 163.110 1.11 232.91 166.12 1.4021 1.32 3.11 1.07 28.37 163.140 1.14 240.23 166.71 1.4410 1.28 3.18 1.12 27.71 163.170 1.17 247.16 167.13 1.4789 1.24 3.25 1.19 27.01 163.200 1.20 253.64 167.36 1.5155 1.20 3.32 1.26 26.25 163.230 1.23 259.59 167.39 1.5508 1.15 3.40 1.35 25.44 163.260 1.26 264.95 167.20 1.5846 1.10 3.48z 1.44 24.56 163.290 1.29 269.63 166.77 1.6168 1.04 3.56 1.55 23.59 163.320 1.32 273.55 166.08 1.6470 .97 3.65 1.69 22.53 163.350 1.35 276.56 165.09 1_6752 .90 3.75 1.86 21.33 163.380 1.38 278.50 163.73 1.7009 .81 3.85 2.09 19.97 163.407 1.41 279.13 162.10 1.7219 .72 3.96 2.38 18.51 163.410 1.41 279.12 161.92 1.7239 .71 3.97 2.42 18.35 163.440 1.44 278.00 159.46 1.7434 .59 4.11 2.97 16.32 163.470 1.47 274.19 155.91 1.7587 .42 4.29 4.19 13.43 163.500 1.50 259.48 146.84 1.7671 .00 4.71 **** **** SIN: 621301D2E1CF. . . Fuss & ONeill Inc PondPack Ver. 9.0029 Time: 9:57 PM . . . . . . Date:. 5/1/2005 Type. . . . Channel Equations Page 6.03 Name. . . . CHN-CIR - 1 File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW SOLUTION TO MANNINGS OPEN CHANNEL FLOW EQUATION (Computed values are based on normal depth.) Q = (k/n) * A * (R**2/3) * (S**1/2) where: English Units SI units ------------- --------- Q = Channel flow cfs cros k = Mannings constant 1.485919 1.0 n = Mannings n no units no units R = Hydraulic radius, A/WP ft m A . = X-section flow area sq.ft. sq.m. WP = Wetted perimeter ft m S = Slope ft/ft m/m ADDITIONAL OUTPUT VARIABLES: Vel= Q/A Hd = A/TpW F = Vel / (g * Hd)**1/2 where: English Units SI units Vel= Velocity - ft/sec m/sec Q _ Channel flow cfs cros A _. X-section flow area . . sq.ft. sq.m. Hd = Hydraulic depth ft M . TpW= Top width for flow area ft m g = Acceleration of gravity ft/sec**2 m/sec**2 F Froude No. no units . . . no units (Subcritical: F < 1; Critical: F = 1; Supercritical: F > 1) SIN: 621301D2E1CF Fuss & ONeill Inc PondPack Ver.. 9.0029. . . . . . . . Time: 9:57 PM Date: 5/l/2005 Type. . . . Vol: Elev-Area Page 7.01 Name. . . . DETENTION File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW Elevation Planimeter Area Al+A2+sgr(A1*A2) Volume Volume Sum (ft) (sq.in) (acres) (acres) (ac-ft) (ac-ft) ------------------------------------------------------------------------ 83.00 ----- .0000 .0000 .000 .000 84.00 ----- .5220 .5220 .174 .174 86.00 ----- .7450 1.8906 1.260 1.434 88.00 ----- .9570 2.5464 1.698 3.132 90.00 ----- 1.5370 3.7068 2.471 5.603 POND VOLUME EQUATIONS * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2-EL1) * (Areal + Area2 + sq.rt. (Areal*Areal)) where: EL1, EL2 = Lower and upper elevations of the increment Areal,Area2 = Areas computed for EL1, EL2, respectively Volume = Incremental volume between EL1 and EL2 i SIN: 621301D2E1CF _ _ Fuss & ONeill Inc PondPack Ver.. 9.0029 _ . _ Time:. 9:57 PM Date: 5/l/2005 Type. . . . Outlet Input Data Page 8.01 Name. . . . 1000 feet File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW REQUESTED POND WS ELEVATIONS: Min. Elev.= 83.00 ft Increment = .25 ft Max. Elev.= 90.00 ft OUTLET CONNECTIVITY ---> Forward Flow Only (UpStream to DnStream) <--- Reverse Flow Only (DnStream to UpStream) <---> Forward and Reverse Both Allowed Structure No. Outfall E1, ft E2, ft ----------------- ---- ------- --------- --------- Stand Pipe ---> TW 88.500 90.000 Orifice-Circular ---> TW 85.000 90.000 Orifice-Circular ---> TW 87.000 90.000 TW SETUP, DS Channel SIN: 621301D2E1CF Fuss & ONeill Inc PondPack Ver.. 9.0029 Time: 9:57 PM Date: 5/l/2005 Type. . . . Outlet Input Data Page 8.02 Name. . . . 1000 feet File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW OUTLET STRUCTURE INPUT DATA Structure ID = Structure Type = Stand Pipe ------------------------------------ # of Openings = 1 Invert Elev. = 88.50 ft Diameter 4.8200 ft Orifice Area = 18.2467 sq.ft Orifice Coeff. _ .640 Weir Length = 15.14 ft Weir Coeff. = 3.000 K, Submerged = .000 K, Reverse = 1.000 Kb,Barrel = .000000 (per ft of full flow) Barrel Length = .00 ft Mannings n = .0000 Structure ID = Structure Type Orifice-Circular ------------------------------------ # of Openings = 1 Invert Elev. = 85.00 ft Diameter = .3330- ft Orifice Coeff. .640 Structure ID = Structure Type Orifice-Circular ------------------------------------ # of Openings 1 Invert Elev. _ 87.00 ft Diameter .6667 ft Orifice Coeff. _ .640 SIN: 621301D2E1CF Fuss & ONeill Inc PondPack Ver. 9.0029 Time: 9:57 PM Date: 5/1/2005 Type. . . . Outlet Input Data Page 8.03 Name. . . . 1000 feet File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW OUTLET STRUCTURE INPUT DATA Structure ID = TW Structure Type = TW SETUP, DS Channel ------------------------------------ FREE OUTFALL CONDITIONS SPECIFIED CONVERGENCE TOLERANCES. .. Maximum Iterations= 30 Min. TW tolerance = .01 ft Max. TW tolerance = .01 ft Min. HW tolerance = .01 ft Max. HW tolerance = .01 ft Min. Q tolerance = .10 cfs Max. Q tolerance = .10 cfs SIN: 621301D2E1CF. Fuss & ONeill Inc PondPack Ver. 9.0029 Time: 9:57 PM Date: 5/l/2005 Type. . . . Individual Outlet Curves Page 8.04 Name. . . . 1000 feet File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = (Stand Pipe) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 83.00 .00 Free Outfall HW & TW < Inv.E1.=88.500 83.25 .00 Free Outfall HW & TW < Inv.E1.=88.500 83.50 .00 Free Outfall HW & TW < Inv.El.=88.500 83.75 .00 Free Outfall HW & TW < Inv.E1.=88.500 84.00 .00 Free Outfall HW & TW < Inv.El.=88.500 84.25 .00 Free Outfall HW & TW < Inv.El.=88.500 84.50 .00 Free Outfall HW & TW < Inv.E1.=88.500 84.75 .00 Free Outfall HW & TW < Inv.E1.=88.500 85.00 .00 Free Outfall HW & TW < Inv.El.=88.500 85.25 .00 Free Outfall HW & TW < Inv.E1.=88.500 85.50 .00 Free Outfall HW & TW < Inv.El.=88.500 85.75 .00 Free Outfall HW & TW < Inv.El.=88.500 86.00 .00 Free Outfall HW & TW < Inv.El.=88.500 86.25 .00 Free Outfall HW & TW < Inv.E1.=88.500 86.50 .00 Free Outfall HW & TW < Inv.El.=88.500 86.75 .00 Free Outfall HW & TW < Inv.El.=88.500 87.00 .00 Free Outfall HW & TW < Inv.E1.=88.500 87.25 .00 Free Outfall HW & TW < Inv.El.=88.500 87.50 .00 Free Outfall HW & TW < Inv.E1.=88.500 87.75 .00 Free Outfall HW & TW < Inv.El.=88.500 88.00 .00 Free Outfall HW & TW < Inv.E1.=88.500 88.25 .00 Free Outfall HW & TW < Inv.El.=88.500 88.50 .00 Free Outfall - Weir:- H =.00 88.75 - 5.68 Free Outfall - Weir: H =.25 89.00 16.06 Free Outfall Weir: H =.50 89.25 29.51 Free Outfall Weir: H =.75 89.50 45.43 Free Outfall Weir: H =-1.00 89.75 63.49 Free Outfall Weir: H =1.25- 90.00 . . 83.46 Free Outfall Weir: H =1.50 SIN: 621301D2E1CF -. Fuss & ONeill Inc PondPack Ver. 9.0029 Time:- 9:57 PM Date: 5/1/2005 Type. . . . Individual Outlet Curves Page 8.05 Name. . . . 1000 feet File. .. . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = (Orifice-Circular) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- -------------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 83.00 .00 Free Outfall HW & TW below invert 83.25 .00 Free Outfall HW & TW below invert 83.50 .00 Free Outfall HW & TW below invert 83.75 .00 Free Outfall HW & TW below invert 84.00 .00 Free Outfall HW & TW below invert 84.25 .00 Free Outfall HW & TW below invert 84.50 .00 Free Outfall HW & TW below invert 84.75 .00 Free Outfall HW &'TW below invert 85.00 .00 Free Outfall Upstream HW & DNstream TW < Inv.El 85.25 - .10 Free Outfall CRIT.DEPTH CONTROL Vh= .074ft Dcr= .177ft CRIT.DEPTH 85.50 .26 Free Outfall H =.33 85.75 .34 Free Outfall H =.58 86.00 .41 Free Outfall H =.83 86.25 .47 Free Outfall H =1.08 86.50 .52 Free Outfall H =1.33 86.75 .56 Free Outfall H =1.58 87.00 .61 Free Outfall. H =1.83 87.25 .65 Free Outfall H =2.08 87.50 .68 Free Outfall H =2.33 87.75 .72 - Free Outfall H =2.58 88.00 .75 Free Outfall H =2.83 88.25 .79 Free Outfall H =3.08 88.50 .82 Free Outfall H =3.33 88.75 .85 Free Outfall H =3.58 89.00 - .88 Free Outfall H =3.83 89.25 .90 Free Outfall H =4.08 89.50 .93 Free Outfall H =4.33 89.75 - .96 Free Outfall H =4.58 90.00 .98 Free Outfall H =4.83 SIN: 621301D2E1CF Fuss & ONeill Inc PondPack Ver. 9.0029 Time: 9:57 PM Date: 5/l/2005 Type. . . . Individual Outlet Curves Page 8.06 Name. . . . 1000 feet File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = (Orifice-Circular) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes ---------------- --------------- --- --------------------- WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages -------- ------- -------- ----- -------------------------- 83.00 .00 Free Outfall HW & TW below invert 83.25 .00 Free Outfall HW & TW below invert 83.50 .00 Free Outfall HW & TW below invert 83.75 .00 Free Outfall HW &*TW below invert 84.00 .00 Free Outfall HW & TW below invert 84.25 .00 Free Outfall HW & TW below invert 84.50 .00 Free Outfall HW & TW below invert 84.75 .00 Free Outfall HW & TW below invert 85.00 .00 Free Outfall HW & TW below invert 85.25 .00 Free Outfall HW & TW below invert 85.50 .00 Free.Outfall HW & TW below invert 85.75 .00 Free Outfall HW & TW below invert 86.00 .00 Free Outfall HW & TW below invert 86.25 .00 Free Outfall HW & TW below invert 86.50 .00 Free Outfall HW & TW below invert 86.75 .00 Free Outfall HW & TW below invert 87.00 .00 Free Outfall Upstream HW & DNstream TW < Inv.El 87.25 .16 Free Outfall CRIT.DEPTH CONTROL Vh= .065ft Dcr= .185ft CRIT.DEPTH 87.50 .58 Free Outfall CRIT.DEPTH CONTROL Vh= .144ft Dcr= .357ft CRIT.DEPTH 87.75 1.16 Free Outfall H =.42 88.00 1.46 Free Outfall H =.67 88.25 1.72 Free Outfall H =.92 88.50 1.94 Free Outfall H =1.17 88.75 2.13 Free Outfall . . . H =1.42 89.00 2.31 Free Outfall H =1.67 89.25 2.48 - Free Outfall H =1.92 89.50 2.64 Free Outfall H =2.17 89.75 2.79 - Free Outfall H =2.42 90.00 2.93 - Free Outfall H =2.67 i i i SIN: 621301D2E1CF Fuss' & ONeill Inc PondPack Ver. 9.0029 Time: 9:57 PM Date: 5/l/2005 Type. .. . Composite Rating Curve Page 8.07 Name. .. . 1000 feet File. . . . G:\P96\96481\A48 (Parcel L)\Drainage\PondPack\96481A48001.PPW ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- ---------------- --------- 83.00 .00 Free Outfall None contributing 83.25 .00 Free Outfall None contributing 83.50 .00 Free Outfall None contributing 83.75 .00 Free Outfall None contributing 84.00 .00 Free Outfall None contributing 84.25 .00 Free Outfall None contributing 84.50 .00 Free Outfall None contributing 84.75 .00 Free Outfall None contributing 85.00 .00 Free Outfall None contributing 85.25 .10 Free Outfall 85.50 .26 Free Outfall 85.75 .34 Free Outfall 86.00 .41 Free Outfall 86.25 .47 Free Outfall 86.50 .52 Free Outfall 86.75 .56 Free Outfall 87.00 .61 Free Outfall 87.25 .81 Free Outfall 87.50 1.26 Free Outfall 87.75 1.88 Free Outfall 88.00 2.22 Free Outfall 88.25 2.50 Free Outfall 88.50 2.75 Free Outfall 88.75 8.66 Free Outfall 89.00 19.25 Free Outfall 89.25 32.89 - Free Outfall 89.50 49.00 Free Outfall 89.75 67.23 Free Outfall 90.00 87.37 Free Outfall SIN: 621301D2E1CF Fuss & ONeill Inc PondPack Ver. 9.0029 . . Time: 9:57 PM .. . . Date: 5/1/2005� Appendix A A-1 Index of Starting Page Numbers for ID Names 1000 feet. . . 8.01, 8.04, 8.07 ----- B ---- BASIN AREA. . . 4.01, 5.01 ----- C ----- CHN-CIR - 1. . . 6.01, 6.03 ----- D ----- DETENTION.. . 7.01 ----- E ----- EX TO WETLND. . . 4.03, 5.02 EXISTING. . . 4.05, 5.03 EXS BASIN AREA. . . 4.07, 5.04 ----- H ----- Hartford County. . . 3.01 ----- P ----- PARCEL L DET. . . 4.09, 5.05 PR TO WETLND. . . 4.11, 5.06 ----- T ----- TO DETENTION.. . 4.13, 5.07 ----- U ----- UNDETAINED. . . 4.15, 5.08 ----- W ----- Watershed. . . 1.01, 2.01, 2.02, 2.03, 2.04 SIN: 621301D2E1CF . . . Fuss & ONeill Inc PondPack Ver. 9.0029 _ _ . . . . Time: 9:57 PM Date: 5/l/2005 Kelli Koehler RE App1 05 34P, Evergreen Run Site Plan a Page 1 From: "William Lanning"<WLanning@southwindsorfire.org> To: "Kelli Koehler"<koehle@southwindsor.org> Date: 5/20/05 1:47PM Subject: RE:Appl 05-34P, Evergreen Run Site Plan -----Original Message----- From: Kelli Koehler[mailto:koehle@southwindsor.org] Sent: Friday, May 20, 2005 11:41 AM To: Bob Deptula; Jeff Doolittle; Chris Dougan; Ray Favreau; Matt Galligan; Mike Gantick; Kristian Lindstrom; Cathy Molloy; Sgt. Rich Bond; Karl Reichle; Fred Shaw; Dennis Sheridan; Melvin Stead;William Lanning Subject:Appl 05-34P, Evergreen Run Site Plan Please respond with comments. Thanks- Kelli Kelli Koehler Administriative Secretary No Comment at this time. I will review construction drawings when the are ready. Wm. R. Lanning 1;Kelli Koehler Re: Appl 05 34P, Evergreen Run Site Plan Page 1 From: Bob Deptula To: Koehler, Kelli Date: 5/20/05 12:41 PM Subject: Re:Appl 05-34P, Evergreen Run Site Plan no comments >>> Kelli Koehler 05/20/05 11:41AM >>> Please respond with comments. Thanks- Kelli Kelli Koehler Administriative Secretary S 8F, -own o-P S-OtdA V&17d&�'t 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 ��OsoR.00 TELEPHONE (860) 644-2511 7004 1160 0007 4128 2447 May 23, 2005 CERTIFIED MAIL Town Clerk Town of Manchester 41 Center Street Manchester, CT 06040 - Re: Notice to Adjoining Municipalities Dear Madam/Sir: 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 MIS Town Line Associates, Inc. (Appl 05-34P). The applicant is requesting site plan approval for an 11,220 sf and 16,530 sf retail buildings on property located at 90 Buckland Road, South Windsor, Connecticut, Buckland Gateway Development zone This application is tentatively scheduled to be heard by the Planning&Zoning Commission on June 14, 2005, at 7:30 p.m. in the Madden Room of the Town Hall. If you have any question,please feel free to contact the Planning Department at 644-2511, ext. 253. Very truly yours, &tea& /�' 4�/"' Michele R. Lipe,AICP Assistant Director of Planning MRL/kak Hesketh 6 Creamery Brook• East Granby, CT 06026 F. A. Hesketh & Associates, Inc. May 27, 2005 Marcia A. Banach PlanningDirector of Town of South Windsor MAy 3 y 200� 1540 Sullivan Avenue p�HW�NpSORp �Gppp�. South Windsor CT 06074 So RE: Evergreen Run Traffic Impact Statement Our File: 94010.00 Dear Ms. Banach: We have prepared this letter to address the traffic impact associated with the proposed retail development known as Evergreen Run. This development is on the tract of land located north of the driveway to the Lowes/Target development from Buckland Road, and is referred to as "Parcel U. It is our understanding that an application to the Town of South Windsor for final site plan approval has recently been submitted. This letter has been prepared in support of that application. The proposed development is to consist of 27,730 s.f. of retail development in two buildings, supported by a total of 112 parking spaces. Access to the site is proposed by way of a single driveway to the existing Lowe's driveway. The site location is presented in Figure 1 with respect to the surrounding roadway network. Existing traffic volumes for this project were taken from the combined traffic volumes for the Evergreen Walk development as presented in a traffic impact report prepared by our office dated April 18,2001 and revised through July 13, 2001. Those volumes are presented as the "2004 existing traffic" volumes in Figure 2 of this report. A 1% annual growth rate was applied to project the traffic forward to a design year of 2006. The resultant volumes reflect the 2006 background traffic volumes for this development, and include all traffic from future proposed expansion of Evergreen Walk. The development is located on a discrete parcel, and all traffic generated by it will utilize the driveway to the Lowes Drive. However, this is also a connected portion of a much larger development, and many of the trips into and out of this site will be shared with trips to and from other portions of the Buckland Hills Area. Thus, the methodology for computing the anticipated traffic, in accordance with the recommendations published by the Institute of transportation Engineers (ITE) in its report entitled Trip Generation, is as follows: Civil &Traffic Engineers • Surveyors• Planners • Landscape Architects Tel 860.653.8000• Fax 860.844.8600 9 email mail@fahesketh.com Marcia A. Banach May 27, 2005 Page 2 • Trip generation for the proposed development is estimated utilizing the ITE Trip Generation regression equations for a retail development with a floor area of 27,730 s.f. These volumes are applied to the proposed site driveway. • The trip generation is run for the 27,730 s.f. development utilizing the regression equations based on the total square footage of the adjacent development plus the proposed development (331,138 s.f.). The increase in traffic to the local roadway network is reflected in the volumes derived in this way. • The difference in these two figures is the generation that is shared by the two developments. The traffic generation computed using this methodology is presented in Table 1, attached. The traffic distribution was computed to reflect the shared trips within the Buckland Hills area. Traffic was distributed to the local roadway network with 50% oriented through the existing Lowe's Development, 20% to and from the north on Buckland Road, 20% to and from the south on Buckland Road, and 10% to Evergreen Walk on Tamarack Drive. The distribution is presented in Figure 4. The site generated traffic was distributed to the local roadway network as presented in Figure 5. The combined traffic volumes, upon completion of the development, are presented in Figure 6. Capacity analyses were completed for the p.m. and Saturday peak hours for the background and combined traffic volume conditions for the intersection of Buckland Road with Lowe's Driveway and the intersection of the Lowe's Driveway and the proposed site driveway. The analysis indicates that the intersections operate at acceptable levels of service under both the background and combined traffic volume conditions. The intersection of Buckland Road and the Lowe's Driveway operates at a LOS B during the p.m. peak hour and at a LOS C during the Saturday peak hour under the background traffic volumes. With the addition of the site generated traffic the intersection will continue to operate at the same levels of service. The intersection of the proposed site driveway and the existing Lowe's Driveway is a proposed unsignalized intersection with the Lowe's Driveway oriented in an east/west orientation. The proposed site driveway approaches from the north. The Lowe's Driveway provides a dedicated left turn lane and a single through lane on the eastbound approach and a single shared lane on the westbound approach. The Lowe's Driveway operates free of control. The proposed site driveway provides a dedicated left turn lane and an exclusive right turn lane and is proposed to operate under stop sign control. The Marcia A. Banach May 27, 2005 Page 3 analysis of the proposed geometry under the combined traffic volume conditions indicates that all movements at the intersection will operate at a LOS C or better during peak hours with the exception of the southbound left turn, which will operate at a LOS E during the Saturday peak hour. Based on the analyses summarized in this report, it is our professional opinion that the traffic volumes associated with the proposed Evergreen Run will not have a significant impact on the surrounding roadway network. We appreciate the opportunity to provide this analysis to you. If you require any additional information regarding this project, please do not hesitate to contact us. Very truly yours, F. 'Al. Hesketh & Ass ciates Inc Step tche Ma r o tion Engineering cc: John Finguerra Richard Ripps Laurie Rubinow Alan Lamson Jay Giles Michelle Carlson T:\94010\pa rce I L\jfi n 5235.d oc Table 1 Trip Generation Summary Evergreen Run PM Peak Saturday Peak Source(/TE) Size ADT Enter Exit Total Enter Exit Total Retail* 27,730 s.f. 2,950 129 140 269 196 180 376 Retail^ 27,730 s.f. 1331 60 65 124 88 81 170 Difference" 1,619 69 75 145 108 99 206 * - Generation based on stand alone store. These are the volumes into and out of the site driveway - - Generation based on rate oc combined development including Lowe's, Target and other smaller retail. " - Difference equals volume of trips shared by the two developments. hcsdata\00167\egr\tgen.xls PM PEAK HOUR SATURDAY PEAK HOUR O N I CV p0 SITE SITE DRIVE _ �► DRIVE -� i N N W W j O o O 0 `r �30 �71 4-1193 4- 942 BUCKLAND 209 BUCKLAND 1 -348 ROAD 81 �► ROAD �► 141 1150—► 1042-11. 1 I 34 n CD 57 —� , 2 o_ N c7 co LO J J N Q C Z W Lw �_ co O C D uO W LLJ C O N � � O W W O) FIGURE 2 05 23 05 2004 EXISTING TRAFFIC o PM & SAT PEAK PEAK HOURS c� EVERGREEN RUN W BUCKLAND ROAD z SOUTH WINDSOR CONNECTICUT Lu g Lu F. A. Hesketh &Associates, Inc. o 6 CREAMERY BROOK,EAST CfiMW CT OWN TRAFFIC u- 1xm PLANNING Q ENGINEERING DESIGN NOT TO SCALE PM PEAK HOUR SATURDAY PEAK HOUR O N N 00 SITE SITE DRIVE _ —� DRIVE co —� N N t �F- V) UJ W W CD � C 0 J �0- 30 L r--� 4-1217 ®-961 BUCKLAND 209 BUCKLAND 1 *7--348 ROAD 84 �► ROAD � 141 1173—► 1063--► 1 I 34 NON 57 o �LO 0) M CV I"7 M Y J M J Q LO O Z D' WOf Ck: N CD Of LO W Cl � d W Ld C) FIGURE 3 05 23 05 2006 BACKGROUND TRAFFIC o PM & SAT PEAK PEAK HOURS c� EVERGREEN RUN W 2004 BACKGROUND TRAFFIC F INCREASED 2% TO 2006 DESIGN YEAR BUCKLAND ROAD iz SOUTH WINDSOR CONNECTICUT F. A. Hesketh &Associates, Inc. o 6 CREAMERY BROOK,EAST CMMff.Cr OWN � TRAFFIC u- PLANNING ENGINEERING DESIGN NOT TO SCALE CD u> SITE DRIVE 50% —� 50% 0 L N w o J � N _CD N -20% BUCKLAND �— ROAD 20% T u� Y to J LO O fV ui O Z O W N r�lW co N of O W � m FIGURE 4 05 23 05 DIRECTIONAL DISTRIBUTION OF to SITE GENERATED TRAFFIC c� EVERGREEN RUN W BUCKLAND ROAD z SOUTH WINDSOR CONNECTICUT F. A. Hesketh &Associates, Inc. o 6 C BROM.EAST CRAW CT OW26 2 TRAFFIC LL PLANNING a ENGINEERING DESIGN NOT TO SCALE PM PEAK HOUR SATURDAY PEAK HOUR CO d � i SITE � 1 SITE DRIVE 70 —� DRIVE 70 —i �n �n 90 —i U) w cn L > w > CD � QJ M2 �2 00 18 BUCKLAND BUCKLAND ♦ `� ®— ROAD 12 ROAD 18 �. rn LO Lu J J � Z O Z o W >_ co elf C' of W of W W O 07 FIGURE 5 05 23 05 v SITE GENERATED TRAFFIC o PM & SAT PEAK PEAK HOURS c� EVERGREEN RUN W BUCKLAND ROAD z SOUTH WINDSOR CONNECTICUT g F. A. Hesketh &Associates, Inc. o 6 CREMffr MOM EAST Cf?A W CT M26 � TRAFFIC LL • ENCINEERINC DESIGN NOT TO SCALE E ' � s PM PEAK HOUR SATURDAY PEAK HOUR co� SITE SITE DRIVE 70 DRIVE 90 70 �► 90 N (0 N -�. N Cfl p] r-- Cn � (n W j Sn W � C) o Of ,�� —42 �_ _o^ �89 - 961 BUCKLAND 209 BUCKLAND �► 348 ROAD 96 * ROAD 159 -� 1173 ► I 1063 ► I 34 —i, N coN 57 �'� a N U-) Y J M Ln J Q Z z O W j W W N of � N C� C � � 11� W Cn Cr M N � p W W FIGURE 6 05 23 05 2006 COMBINED TRAFFIC o PM PEAK PEAK HOUR c� EVERGREEN RUN W BUCKLAND ROAD z SOUTH WINDSOR CONNECTICUT F. A. Hesketh &Associates, Inc. o 6 CREAMERY MOM EAST GROW CT OW26 � TRAFFIC LL PLANNING u- ENGINEERING DESIGN NOT TO SCALE APPENDIX ITE Trip Generation Worksheets Evergreen Run Summary of Trip Generation Calculation For 27.730 T.G.L.A. of Shopping Center May 20, 2005 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 106.39 0.00 1.00 2950 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 72 4-6 PM Peak Hour Enter 4.65 0.00 1.00 129 4-6 PM Peak Hour Exit 5.04 0.00 1.00 140 4-6 PM Peak Hour Total 9.68 0 .00 1.00 269 Saturday 2-Way Volume 148.51 0.00 1.00 4118 Saturday Peak Hour Enter 7.05 0.00 1.00 196 Saturday Peak Hour Exit 6.51 0.00 1.00 180 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, R�2 = 0.78 7-9 AM Peak Hr. Total: LN(T) = 6LN(X) + 2.29 R'2 = 0.52 0.61 Enter, 0.39 Exit 4-6 PM Peak Hr. Total: LN(T) = .66LN(X) + 3.4 R'2 = 0.81 0.48 Enter, 0.52 Exit AM Gen Pk Hr. Total: 0 R'2 = 0 0 Enter, 0 Exit PM Gen Pk Hr. Total: 0 R'2 = 0 0 Enter, 0 Exit Sat. 2-Way Volume: LN(T) _ .63LN(X) + 6.23, R'2 = 0.82 Sat. Pk Hr. Total: LN(T) _ .65LN(X) + 3 .77 R'2 = 0.84 , 0.52 Enter, 0.48 Exit Sun. 2-Way Volume: T = 15.63 (X) + 4214.46, R'2 = 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 Evergreen Run Summary of Trip Generation Calculation For 331.138 T.G.L.A. of Shopping Center May 20, 2005 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 44.66 0.00 0.09 1331 7-9 AM Peak Hour Enter 0.59 0.00 0.09 18 7-9 AM Peak Hour Exit 0.38 0.00 0.09 11 7-9 AM Peak Hour Total 0.97 0.00 0.09 29 4-6 PM Peak Hour Enter 2.00 0.00 0.09 60 4-6 PM Peak Hour Exit 2.17 0.00 0.09 65 4-6 PM Peak Hour Total 4.17 0.00 0.09 124 Saturday 2-Way Volume 59.33 0.00 0.09 1768 Saturday Peak Hour Enter 2.96 0.00 0.09 88 Saturday Peak Hour Exit 2.73 0.00 0.09 81 Saturday Peak Hour Total 5.69 0.00 0.09 170 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, R'2 = 0.78 7-9 AM Peak Hr. Total: LN(T) = GLN(X) + 2.29 R"2 = 0.52 , 0.61 Enter, 0.39 Exit 4-6 PM Peak Hr. Total: LN(T) _ .66LN(X) + 3.4 R^2 = 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 R"2 = 0 , 0 Enter, 0 Exit Sat. 2-Way Volume: LN(T) _ .63LN(X) + 6.23, R^2 = 0.82 Sat. Pk Hr. Total: LN(T) _ .65LN(X) + 3 .77 R A 2 = 0.84 , 0.52 Enter, 0.48 Exit Sun. 2-Way Volume: T = 15.63 (X) + 4214.46, R A 2 = 0.52 Sun. Pk Hr. Total: 0 R�2 = 0 0 Enter, 0 Exit Source: Institute of Transportation Engineers Trip Generation, 7th Edition, 2003. TRIP GENERATION BY MICROTRANS SYNCHRO Worksheets Background Traffic Conditions Lanes, Volumes, Timings PM Peak - Background 2006 Background - PM Peak Hour 5/23/2005 Lane Configurations *T in tt r , Total Lost Time(y{s) 4.0 4.0 4.0 4.0 4.0 4.0�� 4.0 4.0 4.0 4.0 4.0 4.0 _z Trailing Detector(ft) 0 0 0 �0 0 w �0 � �0 � 0 0 0 0 Lane Util. Factor 0.95 0.95 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Flt Protected 0.993 0.950 0.950 0.950 Fit Permitted 0.993 q7 0.950 0..0[80 0.087 rd&4r. Right Turn on Red Yes Yes Yes Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Link Distance(ft) 1011 1160 1000 1150 Volume (vph) 25 150 251 24 104 81 209 1217 30 81 1173 34 I', Adj. Flow(vph) 28 167 279 28 122 95 230 1337 33 84 1209 35 Turn Type Split pt+ov Split pt+ov pm+pt pt+ov pm+pt Permitted Phases 2 g Mirnmum_ Irntial (s) 4.0 4:0 4 0 4 0 - 4.0 4.0 4.0 4.0 Total Split(s) 29.0 29.0 47 0 23 0 23 0 31 0 18.0 60.0 83.0 8.0 50 0 0.0 Maximum Green (s) 25.0 25.0 19A £ 19.0 14.0 55.0 4.0 45 0 Lead-Lag Optimize? ' - -"-$ Recall Mode None None None None None C-Max None C-Max Actuated g/C Ratio 0.07 0.18 0.09 0.09} 0.17 0.73 0.66 0.75 0.64 0.59 Control Delay 55.0 4.8 49.5 57.6 9.3 34.4 13.8 0.9 21.3 13.5 Total Delay 55.0 4 8 49 5 57 6 9 3 34 4 13 8 0 9 21 3 13 5 Approach Delay 25.4 38.0 16.5 14.0 90th %ile Green (s) 12.1 12.1 15.8 15.8 21.1 66.3 8.8 54.0 tM"�".._� N �� Er ��. ," .-e.•� .a-Vy z�', a e..�� a� .c ��:.s�Q� r �' E. �:="' /6ile Green (s) 10.2 10.2 12.8 12.8 16.5 73.5 6.5 63.5i 2006 Background -PM Peak Hour 6/29/2001 Synchro 6 Report F. A. Hesketh &Associates, Inc. Page 1 ' Lanes, Volumes, Timings PM Peak - Background 2006 Background - PM Peak Hour 5/23/2005 50th %ile Green (s) 8.9 8.9 10.6 10.6 13.3 78.9 4.6 70.2 30th %°ile Green (s) 7.6 7.6 8.5 8.5 9.7 82.9 4.0 77.2 10th %ile Green (s) 5.7 �5.7 5.5 5.5 6.1 87.8 4.0 _ 85.7�h Stops (vph) _ F� 169 28 22 98 13 114 660 3 41 663 CO Emissions (g/hr) 300 166 39 183 70 260 1158 18 91 1245 VOC Emissions (g/hr) 70 39 9 43 16 60 268 4 21 289 m Queue Length 50th (ft) 79 5 22 98 0 95 267 0 13 162 Internal ayvLink Dist(ft) 931 1080 920 1070 Base Capacity(vph) 732 702 266 280 364 325 2326 1293 178 2090 ;F Spillback Cap Rer�ductn 0 0 0 0 0 0 0 0 0 0 Reduced-v/c Ratio 0.27 0.40 0.11 0.44 0.26 0.71 0.57 0.03 0.47 0.60 01 Area Type: Other Actuated Cycle Length: 120 Natural Cycle: 65 2 Maximum v/c Rafio: 0.80 Intersection Capacity Utilization 68.1% ICU�L�evel of Sernce C �� �� ' Splits and Phases: 4: Southern Site Drive&Buckland Road 0 02 4 03 wP o4 05 1 06 »;< 2006 Background- PM Peak Hour 6/29/2001 Synchro 6 Report F.A. Hesketh &Associates, Inc. Page 2 �4e 49rowd t Lanes, Volumes, Timings Saturday Peak, _ 2006 Background - Sat Peak 5/23/2005 Lane Configurations Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 0 0 Lane Util. Factor 0.95 0.95 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Flt Protected 0.993 0.950 0.950 0.950 Flt Permitted 0.993 0.950 0.083 0.261 Right Turn on Red Yes Yes Yes Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Link Distance(ft) 1011 1160 1000 1150 Volume(vph) 36 214 356 57 174 151 348 961 71 141 1063 57 Adj. Flow(vph) 40 238 396 65 193 172 378 1045 77 152 1143 61 Turn Type Split pt+ov Split - pt+ov pm+pt pt+ov pm+pt . Permitted Phases 2 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Total Split(s) 16.0 16.0 46.0 26.0 26.0 37.0 30.0 67.0 93.0 11.0 48.0 0.0 Maximum Green (s) 12.0 12.0 22.0 22.0 26.0 62.0 7.0 43.0 ME! IMFIII IM All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 2.0 1.0 2.0 Lead-Lag Optimize? Recall Mode None None None None None C-Max None C-Max Actuated g/C Ratio 0.09 0.28 0.13 0.13 0.21 0.68 0.60 0.73 0.51 0.46 Control Delay 70.3 11.5 47.2 58.1 7.2 46.3 15.9 0.7 11.1 23.9 Total Delay 70.3 11.5 47.2 58.1 7.2 46.3 15.9 0.7 11.1 23.9 Approach Delay 35.8 36.1 22.8 22.5 90th Wile Green (s) 12.0 12.0 22.0 22.0 26.0 62.0 7.0 43.0 MOthile Green (s) 12.0 12.0 18 18.2.2 29.2 65.6 7.2 43.6 2006 Background -Sat Peak 6/29/2001 Synchro 6 Report F.A. Hesketh &Associates, Inc. Page 1 lanes, Volumes, Timings Saturday Peak, 2006 Background - Sat Peak 5/23/2005 will 50th %ile Green (s) 12.0 12.0 115.4 15.4 24.1 69.6 6.0 51.5 30th %ile Green (s) 10.8 10.8 12.6 12.6 19.5 74.6 5.0 60.1 10th %ile Green (s) 8.3 8.3 8.7 8.7 12.9 82.0 4.0 73.1 Stops(vph) 235 120 48 166 18 247 538 4 60 735 CO Emissions (g/hr) 479 301 91 309 124 515 949 41 134 1367 VOC Emissions (g/hr) 111 70 21 72 29 119 220 9 31 317 [ , Queue Length 50th (ft) 112 63 48 155 0 223 235 0 35 252 Internal Link Dist(ft) 931 1080 920 1070 Base Capacity(vph) 351 676 308 325 487 464 2116 1250 328 1620 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.79 0.59 0.21 0.59 0.35 0.81 0.49 0.06 0.46 0.74 Area Type: Other Actuated Cycle Length. 120 Natural Cycle: 80 Maximum v/c Ratio:0.93 Intersection Capacity Utilization 79.9% ICU Level of Service D # 95th percentile volume exceeds capacity, queue maybe longer. Splits and Phases: 4: Southern Site Drive&Buckland Road 01 4� 02 m3 *o4 05 06 2006 Background-Sat Peak 6/29/2001 Synchro 6 Report F.A. Hesketh &Associates, Inc. Page 2 4 Combined Traffic Conditions 'Lanes, Volumes, Timings PM Peak - Combined 2006 Combined - PM Peak Hour 5/23/2005 �- t /o Lane Configurations tt if vi tT Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 0 0 Lane Util. Factor 0.95 0.95 51.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Flt Protected 0.993 0.950 # 0.950 0.950 Fit Permitted 0.993 0.950 0.080 0.087 Right Turn on Red Yes Yes m Yes Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 in Distance(ft) 1011 437 1000 1150 Volume(vph) 25 156 251 37 110 94 209 1217 42 96 1173 34 Add Flow(vph) 28 173 279 44 129 111 230 1337 46 99 1209 35 Turn Type Split pt+ov Split pt+ov pm+pt pt+ov pm+ t Permitted Phases v 2 6f Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Total Split(s) 29.0 29.0 47.0 23.0 23.0 31.0 18.0 60.0 83.0 8.0 50.0 0.0 Maximum Green (s) 25.0 25.0 19.0 19.0 14.0 55.0 4.0 45.0 All Red Time (s) 1.0 1.0 1.0 1.0 1.0 2.0 1.0 2.0 Lead-Lag Optimize? Recall Mode None None None None None C-Max None C-Max Actuated g/C Ratio 0.08 0.19 0.09 0.09 0.18 0.73 0.64 0.73 0.64 0.59 Control Delay 54.9 6.6 50.3 57.8 8.5 34.4 15.2 0.9 25.5 14.2 Total Delay 54.9 6.6 50.3 57.8 8.5 34.4 15.2 0.9 25.5 14.2 Approach Delay 26.8 37.4 _ 17.5 15.0 90th %ile Green (s) 12.4 12.4 16.5 16.5 21.3 63.9 10.2 52.8 70th %ile Green (s) 10.4 10.4 13.4 13.4 16.7 71.0 8.2 62.5 2006 Combined -PM Peak Hour 6/29/2001 Synchro 6 Report F.A. Hesketh &Associates, Inc. Page 1 `Lanes, Volumes, Timings PM Peak- Combined 2006 Combined - PM Peak Hour 5/23/2005 TIM x � � � �_. Gap� r€> 50th%ile Green (s) 9.1 9.1 11.1 11.1 13.3 76.3 6.5 69.5 30th %ile Green (s) 7.7 7.7 F"" � 8.9 8.9 9.7 81.5 4.9 76.7 Stops (vph) 172 43 34 105 14 115 695 4- 55 696 CO Emissions (g/hr) 308 178 45 147 40 261 1195 25 116 1269 VOC Emissions (g/hr) 71 41 10 34 9 60 277 6 27 294 Queue LengthX50th (ft) 81 21 33 104 0 96 288 0 16 163 Internal Link Dist(ft) � 931 357 920 1070 Base Capacity(vph) 732 685 266 280 _392 325 2270 1273 195 2067 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced.v/c Ratio 0.27 0.41 0.17 0.46 0.28 0.71 0.59 0.04 0.51 0.60 Area Type: Other teta � (�„. =tuated Cycle Length: 120 _ - Natural Cycle: 65 ; Maximum v/c Ratio: 0.79 Intersection Capacity Utilization 69.2% ICU Level of Service C Splits and Phases: 4: Southern Site Drive & Buckland Road q14 o2 4 o3 o4 o5 1 o6 2006 Combined -PM Peak Hour 6/29/2001 Synchro 6 Report F.A. Hesketh &Associates, Inc. Page 2 "'HCN Unsignalized Intersection Capacity Analysis PM Peak- Combined 2006 Combined - PM Peak Hour 5/23/2005 Lane Configurations I t si 11� Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 at��f Wit v Pedestrians ' � - ' Walking_ Right turn flare(veh) �' "' `� Median storage veh) , pX, platoon unblocked onf vol _ LL' TvCu, unblocked vol 266 102rMWt tC, 2 stage(s) p0 qu7,U, ,r ee Volume Left 72 0 0 78 0 cSH 1298 TO 1 000 41MJ- 9 Queue Length 95th (ft) 4 0 0 17 8 Lane LOS A C A Approach LOS .. . B Average Delay 3.5 Analysis Period (min) 15 � 2006 Combined -PM Peak Hour 6/29/2001 Synchro 6 Report F.A. Hesketh&Associates, Inc. Page 1 `Lanes, Volumes, Timings Saturday Peak, Combined 2006 Combined - Sat Peak 5/23/2005 Lane Configurations t, , Total Lost Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 0 0 Lane Util. Factor 0.95 0.95 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Flt Protected 0.993 0.950 0.950 0.950 Flt Permitted 0.993 0.950 0.083 0.261 Right Turn on Red Yes Yes Yes Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Link Distance(ft) 1011 437 1000 1150 Volume(vph) 36 223 356 73 182 167 348 961 89 159 1063 57 { Adj. Flow(vph) 40 248 396 83 202 190 378 104.5 97 . 171 1143 61 Turn Type Split pt+ov Split pt+ov pm+pt pt+ov pm+pt Permitted Phases 2 6 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Total Split(s) 16.0 16.0 46.0 26.0 26.0 37.0 30.0 67.0 93.0 11.0 48.0 0.0 Maximum Green (s) 12.0 12.0 22.0 22.0 26.0 62.0 7.0 43.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 2.0 1.0 2.0 Lead-Lag Optimize? offsWumm MUM Recall Mode None None None None None C-Max None C-Max Actuated g/C Ratio 0.09 0.28 0.13 0.13 0.22 0.68 0.59 0.72 0.51 0.46 Control Delay 72.8 13.7 48.3 59.0 8.8 46.5 16.4 0.7 13.0 24.4 Total Delay 72.8 13.7 48.3 59.0 8.8 46.5 16.4 0.7 13.0 24.4 Approach Delay 38.6 37.0 22.8 23.0 90th %ile Green (s) 12.0 12.0 22.0 22.0 26.0 62.0 7.0 43.0 70th %ile Green (s) 12.0 12.0 18.6 18.6 29.3 64.6 7.8 43.1 2006 Combined-Sat Peak 6/29/2001 Synchro 6 Report F. A. Hesketh &Associates, Inc. Pagel `'Lanes, Volumes, Timings Saturday Peak, Combined 2006 Combined - Sat Peak 5/23/2005 4% , 50th %ile Green (s) 12.0 12.0 16.0 16.0 24.2 68.5 m6.5 50.8 30th %ile Green (s) 1 L2 11.2 13.2 13.2 19.6 73.2 5.4 59.0 10th %ile Green (s) 8.7 8.7 9.2 9.2 13.0 81.1 4.0 72.1 Stops (vph) 240 145 64 174 25 248 548 5 73 736 t CO Emissions (g/hr) 504 322 86 247 71 516 959 51 157 1376 VOC Emissions (g/hr) 117 75 20 57 16 119 222 12 36 319 Queue Length 50th (ft) 116 77 63 163 9 224 241 0 r 41 253 .Internal Link Dist(ft) 931 357 920 1070 Base Capacity(vph) 351 657 308 325 495 463 2090 1245 327 1600 Spillback Cap MEMEMMEMEM Reductn 0 0 0 0 0 0 0 0. 0 0 Reduced v/c Ratio 0.82 0.60 0.27 0.62 0.38 0.82 050 0.08- 0.52 0.75 Area Type: Other Actuated Cycle Length: 120 Natural Cycle:80 Maximum v/c Ratio:0.93 Intersection Capacity Utilization 80.6% ICU Level of Service D # 95th percentile volume exceeds capacity, queue may be longer. Splits and Phases: 4: Southern Site Drive&Buckland Road 4 01 14o2 03 M 05 m6 2006 Combined-Sat Peak 6/29/2001 Synchro 6 Report F.A. Hesketh &Associates, Inc. Page 2 11CM Unsignalized Intersection Capacity Analysis Saturday Peak, Combined 2006 Combined - Sat Peak 5/23/2005 Lane Configurations t Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Pedestrians Walking Speed (ft/s) Right turn-flare(veh) Median storage veh) pX, platoon unblocked 0.90 vC1, stage 1 conf vol vCu, unblocked vol 473 1056 419 tC, 2 stage(s) p0 queue free % 90 50 84 Volume Left 109 0 0 100 0 cSH 1089 1700 1700 202 634 Queue Length 95th (ft) 8 0 0 62 14 Lane LOS A E B Approach LOS p Average Delay 5.1 Analysis Period (min) 15 2006 Combined -Sat Peak 6/29/2001 Synchro 6 Report F.A. Hesketh &Associates, Inc. Page 1 MEMORANDUM To: Marcia Banach, Director of Planning From: Jeffrey B. Doolittle, P.E., Town Engineer Date: 6/10/05 RE: App 05-34P, Evergreen Run Site Plan I have reviewed the above site plan application for property at 90 Buckland Road (known as Evergreen Run)and I have the following comments: 1. Add sidewalks to this site from Buckland Road or Lowes Driveway for pedestrians to access this site. 2. The proposed Property line along Buckland Road needs to be at least 10 feet from the existing curb. The property between this line and the Road ROW needs to be deeded to the Town 3. What is the building called that is separated into two sections? Is this Building A? 4. There is a large flat area in the driveway in front of the building that is separated into two sections where I think water may pond. Revise the grading and/or add more catch basins in this area to insure water drains from the drive. 5. Another catch basin may be needed on the east side of the entrance drive in the section of Lowes Drive that is being widened to catch water coming down the Lowes Drive and prevent it from running down this site drive. 6. A guide rail is needed on the west side of the entrance drive by the steep slopes. 7. How will the dumpster pad and transformer be screened? 8. It appears a temporary construction entrance is needed while the driveway ramp is being constructed. Show this on the plans. 9. The Roof Drain clean-outs should have metal grates in the sidewalk or pavement. 10. 1 think there should be some concrete curb in this development to match that in Evergreen Walk and Lowes/Target. 11. The 6" of bank run gravel in the Lowes Drive widening area should be increased to 12" in rock or wet areas. 12.The retaining wall needs to be designed and stamped by a Professional Engineer licensed in Connecticut Please let me know if you have any questions. South • • Planning Department Memo To: Jeff Folger, Environmental Planner/Conservation Officer From: Marcia A. Banach, Director of Planning Date: 06/14/05 Re: Appl#05-34P, Evergreen Run—Access Management Requirements Please note that the above-referenced application is subject to the provisions of Section 3A of the Zoning Regulations regarding access management. The applicant is required to provide a future driveway interconnection to the property abutting to the north.The proposed interconnection must be in a location that is feasible and practical to actually be constructed in the future. Please let me know if I can be of further assistance on this topic. 1540 Sullivan Avenue,South Windsor,CT 06074 PH 860-644-2511,ext.253 Fax 860-W-7280 e-mail banach(southwindsor.org 0 Page 1 1540 Sullivan Avenue,South Windsor,CT 06074 PH 644-2511 ext 253 Fax 644-7280 South • • Planning Department FcAix To: Alan Lamson, FLB Architecture From: Marcia A. Banach, Director of Planning Fax: 568-5129 Pages: 1 Phone: Date: 06/21/05 Re: Evergreen Run CC: ❑ Urgent ❑ For Review ❑ Please Comment ❑Please Reply ❑Please Recycle Supplemental comment to my earlier fax: The plot plan also needs to show the future driveway easement to the north and set up the access easement so that we can be assured the easement will be in place when the abutting property owner is ready to develop that site. e X V ill: �;•, �( 1 �,. Fuss&0Neill Inc. co twiting'gReI eels O:Fer oNic9a] Trurrwil,Conneo6cur Pough4sepaie,Now York 148,yart+ord Rood,Manchester,CT 06040 North Palm RsaCt,Florida Graerivih—Norlh Carolina TEL 0 64i-2460 FAX$80 683.5143 Was,Springfield,Massachusetts Providence,Rhoda island MTSHT Viww,N,tesanaoniii,com Albsnp,New York : 010u:mbia,South Carolina Jixme 23, 2005 Mr,Alan Lamson FLB Architecture&Plarming i 19 Silver Lmiv Est HardfQrd, CT 06118 Re: Evergreen Ran Excavation Plants• IWCC Application#05-179 Response to Marcia Banach's Comments Dated June 21,2005 90 Buckleald Road,South Windsor,Connecticut '. Dear Mr,)Lamson: ' The followinc, is in response to the comments received from Ms. Marcia Banach, co South Windsor Planner,dated June 21,2005 for the above referenced appliwation. Ms. I3anach's comments are first and our response fellows in italics. 1 The data table (submitted as a separate 8.5 x 11 sheet)needs to be oti the pians, The data table has been added to revised Sheet CS 1.1 datedJune 21, 2005, FYI: On consolidated lots,there is actually only a building serbacl line on the outer perimeter of the entire consolidated lot (in this case on the north. and No action necessary. 3. Vv'here is the freestanding site sign? Legend shoves a symbol for the sign,bur it is r,ot actually located on the plan. The freestanding sign as located on revised Sheet CS 1.1 dated Jvnei 21, 20tI5. i 4. Shaw the traffic controller casement in the southwest corner of the bite. The trqfzc controller easement has been added to the revised pitars" 5. Are there iron pins at property corners` Show either on stuvey &W- or plot plan, ` Iron pins have been added to the revised plot plan, Sheet �5.1.1,,dated June 21, 200J' O.T96196461VOS CPareci Qkjosponsc to banuh samrnents June2105,300 Correa.(HQ) cc Fuss&O'Neffil Inc. cc-muiting Engine— Mr, Alan Lmrisun june 23,200 5 Page 2 -rfyou baw any questions please call me at 646-2469 ext. 5269 Michelle Carls711, Associate C: Marciallanach, South Windsor Planaer GAF9"648VA48(Fajg�j L)\respoas;w boaoh commMU June 21 05400 Torres. t i MEMORANDUM To: Marcia Banach, Director of Planning From: Jeffrey B. Doolittle, P.E., Town Engineer Date: 6/28/05 RE: App 05-34P, Evergreen Run Site Plan have reviewed the above site plan application for property at 90 Buckland Road (known as Evergreen Run)and I have the following comments: 1. Add sidewalks to this site from Buckland Road or Lowes Driveway for pedestrians to access this site. This sidewalk should be at least 4 feet wide. 2. The proposed Property line along Buckland Road needs to be at least 10 feet from the existing curb. The property between this line and the Road ROW needs to be deeded to the Town. A 4 foot wide sidewalk needs to be shown along the Buckland Road frontage, at least 4 feet behind the curb. 3. What is the building called that is separated into two sections? Is this Building A? 4. There is a large flat area in the driveway in front of the building that is separated into two sections where I think water may pond. Revise the grading and/or add more catch basins in this area to insure water drains from the drive. 5. Another catch basin may be needed on the east side of the entrance drive in the section of Lowes Drive that is being widened to catch water coming down the Lowes Drive and prevent it from running down this site drive. 6. A guide rail is needed on the west side of the entrance drive by the steep slopes. 7. How will the dumpster pad and transformer be screened? 8. It appears a temporary construction entrance is needed while the driveway ramp is being constructed. Show this on the plans. 9. The Roof Drain clean-outs should have metal grates in the sidewalk or pavement. 10. 1 think there should be some concrete curb in this development to match that in Evergreen Walk and Lowes/Target. 11. The 6" of bank run gravel in the Lowes Drive widening area should be increased to 12" in rock or wet areas. 12.The retaining wall needs to be designed and stamped by a Professional Engineer licensed in Connecticut 13. 1 understand the intersection of Lowes driveway and Buckland Road will be milled and repaved to eliminate the puddle that occurs in the northern part of this intersection. 14.Check for conflicts between the proposed landscaping and the sidewalks and utilities, especially between the buildings and Buckland Road. 15.An easement is needed for the sewage to discharge from this site to the private sewer down Tamarack Drive. 16.WPCA review and approval is necessary for this proposed site plan. Please let me know if you have any questions. Hesketh 6 Creamery Brook • East Granby, CT 06026 F. A. Hesketh July 12, 2005 bz Associates, Inc. Marcia A. Banach, AICP Director of Planning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074-2786 RE: M/S Town Line Associates/ Evergreen Run Development Parcel "L" Buckland Road South Windsor, Connecticut Dear Ms. Banach: Following a question from Jeff Doolittle, we have measured the sight distances that will be available from the proposed entrance drive to the above referenced site. Measurements were taken for entering left turning vehicles and exiting vehicles. For entering left turning vehicles, 190 feet of sight distance will be available, and for exiting vehicles, 225' will be available looking to the left. Looking to the right, it is possible to see all the way to the signalized intersection at Buckland Road. In accordance with the State of Connecticut Highway Design Manual, published in December of 2003, these sight distances translate into a 20 mph design speed for exiting vehicles (Figure 11- 2 C) and 23 mph for entering left turns (Figure 11-2 J). Currently, there are no posted speed limit signs on the Lowe's drive. We therefore recommend that speed limit and intersection warning signs be posted to limit drivers' speeds in this area. We anticipate that the low volume of traffic on this drive and the proper signing of the intersection will provide adequate and safe operations at this location Please contact our office at any time if you should have any questions concerning this information. Very truly yours, F -sq soci es, I c. p n E. Manager rtation Engineering cc: John Finguerra Richard Ripps Laurie Rubinow Alan Lamson Jay Giles Pf:\94010\parce1 L\mban7125.doc Civil &Traffic Engineers • Surveyors • Planners • Landscape Architects Tel 860.653.8000• Fax 860.844.8600 9 email mail@fahesketh.com t�W N SF4 Town ap Soad, V,1611� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 f�OSox•c° TELEPHONE(860) 644-2511 July 19, 2005 Jay Giles Fuss&O'Neill, Inc. 146 Hartford Road Manchester,CT 06040 Re: Evergreen Run South Windsor, CT Dear Mr. Giles: The South Windsor Water-Pollution Control Authority, at its regular meeting of July 12, 2005, gave approval for the connection to the Town's sewerage.system.for two proposed commercial buildings, as more. specifically.shown on plans entitled "Evergreen Run, Buckland Road, South Windsor, CT."; Prepared by Fuss & O'Neill, Inc., Manchester, CT; Project No.: 96-481A48, Drawing No.: CU.1.1, Dated: 04/29/05,with revision date:06121/05;and subject to the following conditions. 1. That there be an easement agreement for connection and maintenance in a form to be .approve by the Town Attorney. 2. Technical approval of the Town Engineering Department. 3. 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. 4: The sewer connection"charge for the 4.14 developed acres will be$12,867.12 This approval letter must be superimposed on the final approval plans. Very truly yours, Jo ph J. Cari o, Chairman Water Pollution Control Authority JC:ead Cc: Michael J. Gantick;Director of Public Works Jeff Doolittle,Town Engineer Marcia Baruch, Director of Planning Chris Dougan, Chief Building Inspector M/S Town Line Associates, LLC RECEIVED t JUL 2 s 2005 Hesketh SOUTH WINDSOR PLANNING DEPT. 6 Creamery Brook • East Granby, CT 06026 F. A. Hesketh bt Associates, Inc. July 21, 2005 Marcia A. Banach, AICP Director of Planning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074-2786 RE: M/S Town Line Associates / Evergreen Run Development Parcel "L" Buckland Road South Windsor, Connecticut Our File: 94010.00 Dear Ms. Banach: We have prepared this letter to document our examination of site access alternatives, and our findings and recommendations in this regard. We are presenting it to you in support of an application for site plan approval As you are aware, the site is located on the northeast corner of Buckland Road and the drive to the Lowe's and Target developments (which will be called the "Perimeter Drive" in this letter.) In the majority of developments of parcels such as this, access would be provided directly to and from Buckland Road, with potential secondary access provided along the Perimeter Drive. In order to conform to the access management . recommendations of the Town, however, the sole access to this parcel has been proposed to be on the Perimeter Drive. No curb cuts have been proposed along Buckland Road. Locating the driveway to the parcel is restricted by several constraints, such as wetlands to the east and required separation (to accommodate vehicle queuing) to Buckland Road to the west. The recommended drive location presents the greatest possible separation from Buckland Road without wetlands encroachment. In response to a question from Jeff Doolittle, the Town Engineer, we measured the sight distances that would be available from the proposed entrance drive. Measurements were taken for entering left turning vehicles and exiting vehicles. For entering left turning vehicles, 190 feet of sight distance will be available, and for exiting vehicles, 225' will be available looking to the left. Looking to the right, it is possible to see all the way to the signalized intersection at Buckland Road. Civil &Traffic Engineers • Surveyors • Planners • Landscape Architects Tel 860.653.8000• Fax 860.844.8600 9 email mail@fahesketh.com Marcia A. Banach, AICP July 21, 2005 Page 2 In accordance with the State of Connecticut Highway Design Manual, published in December of 2003, these sight distances translate into a 20 mph design speed for exiting vehicles (Figure 11-2 C) and 23 mph for entering left turning vehicles (Figure 11- 2 J). Although we initially recommended that speed limit and intersection warning signs be posted to limit drivers' speeds in this area, it was clear from the reaction of the Planning & Zoning Commission that additional measures would be necessary. We have, therefore, investigated several options for reducing the travel speed in the area, or, alternatively, increasing the available sight distance. A. Removal of the Obstruction The sight distance is restricted g e est cted by the retaining wall and associated grading along the inside of the Perimeter Drive curve. The most straightforward approach to solving the problem would be to remove the obstruction to the sight line, thereby providing adequate sight distance for the measured 85t" percentile operating speed (29 mph in the downhill direction and 30 mph uphill). This requires the provision of 375 feet of sight distance for exiting vehicles, and 245 feet for entering left turns. These sight distances are plotted in Figure 1, attached. The implementation of the changes shown in Figure 1 results in.major impact on the Lowe's parking lot due to the required reconstruction of the retaining wall and regrading in the sight line area. The primary impediment to this approach is that the developer does not control the land in this area, and that the covenants and agreements governing the shared use of the driveway do not provide for the ability do accomplish this work without the approval of Lowe's. Therefore, it is impossible to be certain that these improvements can be accomplished at this time. B. Shift of the driveway Alternatively, it would be possible to shift the driveway to the east (uphill) or to the west (downhill) in order to provide better sight distance beyond the retaining wall obstruction. Shifting the wall uphill is not possible because of the serious wetlands impacts that would occur. Shifting the drive downhill would produce a driveway location as shown in Figure 2. Apart from the serious development impact that this would have on the parcel, and the difficulty that would result for continuing future access through to the north, this relocation is not feasible because the computed queues from the Buckland Marcia A. Banach, AICP July 21, 2005 Page 3 Road signal would block the driveway to the site, causing operational problems and introducing safety concerns. C. Traffic Calming Measures The existing sight lines will accommodate an operating speed of approximately 20 mph. An investigation into various "traffic calming" measures was undertaken to determine if it would be feasible to reduce the downhill operating speed by approximately 9 miles-per- hour. The following elements, presented in Figure 3, were investigated: • Speed Humps — Speed humps are used to slow traffic at an isolated location. They are approximately 3inches high and 12 or more feet wide. They are not recommended for locations where the curve radius is less than 300 feet. The existing centerline radius of 150 feet precludes the use of such devices at this location. • Speed tables — Speed tables are essentially large speed humps that are used in conjunction with some other feature (such as a pedestrian crosswalk or intersection). The use of a speed table at the intersection to the east (uphill) of the driveway will serve to slow traffic in the downhill direction. The proposed raised intersection would have a textured pavement and appropriate signing and markings. It is anticipated that the intersection would be raised approximately 6 inches. • Lane widths — It is recommended that the center islands be raised, and that the lane widths be reduced to 10 feet, plus shoulders to allow for the proper tracking of large vehicles. It is also recommended that the shoulders use textured pavement to provide visual and tactile restriction of the travel path. • Horizontal geometry— It is recommended that the downhill (westbound) centerline radius be reduced to 100 feet. Figure 3.29 of Traffic Calming— State of the Practice, published by the Institute of Transportation Engineers (iTE) indicates that a 100 foot curb line radius will result in a travel speed of approximately 20 mph (see below). Marcia A. Banach, AICP July 21, 2005 Page 4 30 26 So C 40 D+ 20 G Q, _ i_ 15 'a 20 F��Ti 10 d t0 5' 0 0 _ 0 10 20 so [ 40 ss0 0 :50 too 150- 200- 250-.... Curb Radius(ft)' Curb Radius(ft) Figures 3.28 and m9.crossing Distance and Turning Speed versus Curb Radius. D. Visual Enhancement The primary concern with the location of the intersection is that the passing drivers may be unaware of the intersection and not see an approaching vehicle. It is recommended that the intersection location be signed with the appropriate intersection warning sign, and that a flashing "beacon" be installed-at the intersection. This signal will be visible well in advance of the intersection, and should alert the motorists to the intersection location. Use of flashing beacons has been documented by ConnDOT to provide an effective deterrent to accident-prone locations. E. Effectiveness The ITE published effectiveness data for two parameters in evaluating the use of traffic calming measures. The first, which is related to traffic volume reduction is not applicable here. The second is involved with speed reduction, and offers an opportunity to evaluate the effectiveness of the proposed measures. The studies for speed reduction through the use of vertical measures (such as humps and tables) involved the observation of before and after speeds at some 265 locations. The average pre-control speed was computed to be 35.26 mph, and the average post- control speed was computed to be 28.13 mph, for a reduction of 7.13 mph (20.24%). Application of this reduction to the observed speed at our location indicates a final- speed projection of 22 to 23 mph. Marcia A. Banach, AICP July 21, 2005 Page 5 ITE also reports a speed reduction resulting from "Narrowings" as being 2.6 mph, although only 7 observations were made in this category. The use of the narrow lane widths applied to this case would bring the speed near to 20 mph. In addition, as noted above, the use of a 100 foot radius, by itself, should be sufficient to reduce the operating speed to 20 mph, and the provision of the flashing beacon should enhance the intersection visibility. F. Conclusion We anticipate that the combination of the above traffic calming measures will reduce the travel speeds such that the sight distances available at this location will be adequate for the low volume of traffic on this drive. It is our professional opinion that the above recommended controls should provide an adequate margin of safety at this location. Please communicate with our office at any time if you should have any questions concerning this information. 4A. s yours, th & ssociates, Inc. . Mitchell, P. E. Manager of Transportation Engineering cc: John Finguerra Richard Ripps Laurie Rubinow Alan Lamson Jay Giles PfA94010\parce1L\m ban7205.doc » C X 5 SIGN LEGEND Building 13 ^� O O 41-4235 16 _ S 5 3�SF © t 31-0222 P. 177.4 �Fr © 5N 31-0124 �C / i aHcao N TW� 0_ BW W2 0 01 . ' 0 8 � R a U qt A/ CINE �� m as W C oo o SIGHT LINE r TERS ANC L a w TES /NC d.QTE; 6 P KING SPAC REMOVED FOR WA RELOCATIO . 4 O � I ( 7i m m a _ o A A 182 PARCEG J 9 m A J s avaee seas Fig 1 SIGN LEGEND d OO A "RAISED 8 INTERSECTION" B 31-1526 Building B C O 20MPH 41—4235/41—5569 16'S3 O D '� 1 31-0222 c 0 SF E EF IEFi 31—0124 I,F 1 N a 177 4 nH[no .o p F 01 . �- ti 2 BUILDINGco L/ E as m 0,11 ' 2 I RET, H'A44 �.LDING g� .._._._.... ^so-... ...:........................ \ ILL335 FT ❑ Q Q \ (REVD AT 30 MPH.) kA Q CE l3a oo r r A r w aJ f <J a ULj �' Q 4 N/F 182 P RCE� N y NLin ._.. Fig 2 7A4M t� a C. x g. SIGN LEGEND Building 13 OA "RAISED wave, 16,530 SF INTERSECTION" F 177.4 © �r 31-1526 x t © O 20MPH 41-4235/41-5569 TW� a QD 'S 1 31-0222' oo oo g �2 W 0 — 31 0124 a E LNNE NRN 5' �LDING A f O N 0 CAE CEVTf QS fNC. a a E S, NC R=98' O 1 1 r � Q m 1 U J ➢ � r � A A PgRf✓/F ' �+ C iaz r �g4 Q of N i=_m• n-.LLi i i i w i i 111 _. Fig 3 a� WindsorSouth Planning Department Memo To: Alan Lamson, FLB Architecture&Planning From: Marcia A. Banach, Director of Planning Date: 06/21/05 Re: A I#05-34P Evergreen pp g Run Please address the following review comments on your plan revision. 1. The data table (submitted as a separate 8.5 x 11 sheet) needs to be on the plans (cover sheet is ok) 2. FYI:On consolidated lots,there is actually only a building setback line on the outer perimeter of the entire consolidated lot(in this case, on the north and west). 3. Where is the free-standing site sign? Legend shows a symbol for the sign, but it is not actually located on the plot plan. 4. Show the traffic controller easement in the southwest corner of the site. 5. Are there iron pins at property corners?Show on either survey or plot plan. 1540 Sullivan Avenue,South Windsor,CT 06074 PH 860-644-2511,ext.253 Fax 860-644-7280 e-mail banach@southwindsor.org_ 0 Page 1 RECEIVE® 11FAUG 0 1 2005 P SOUTH WINDSOR PLANNING DEPT, m M FLB Architecture & Planning, Inc. 19 Silver Lana; East Hartford CT 06118 (860)568-4030 fax: (860)568-5129 e-mail:flb@flbarch.com web:www.fibarch.com July 28, 2005 Planning &Zoning Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Evergreen Run Parcel L, Buckland Road Project No. 02808.20 Application No. 05-34P Dear Commission Members, This letter shall serve as written confirmation of our agreement at the PZC meeting on July 26, 2005, as representative of the applicant, to extend the time for completion of consideration by the Commission on the subject application to Wednesday, August 17, 2005. V ry truly yours, Alan F. Lamson, AIA, AICP President, Duly Authorized Planning Director c: file MS Town Line Associates Atty. John Mallin P:\Projects\02808.20\FLP_ZONE\PZC05051ZPZC050728.Doc eflCrowCompany August 17, 2005 Town of South Windsor Connecticut Ms.Marcia Banach,Director of Planning Mr.Michael Gantic,Director of Public Works Mr.Jeffrey Doolittle,Town Engineer Mr.Jeff Folger,Wetland Officer Mr. Chris Dougan,Building Inspector 1540 Sullivan Avenue South Windsor, CT 06074 Re: Evergreen Run(Parcel L) 90 Buckland Road South Windsor, CT IWCC Application#05-179 P&Z Application#05-34P Dear Sirs and Madam: On behalf of MS Town Line Association,the Owners,we would like to introduce Trammell Crow Company("TCC")to you. TCC will be the Owner's Representative on the above named project and will be the point of contact for any and all project issues. As you are aware,this project received a Gravel/Land Fill permit on August 17, 2004 and a final Inland Wetland Approval on July 5,2005. The final Planning and Zoning approval was received on August 16, 2005 and the pre-construction meeting has been scheduled for August 25,2005. We are enclosing a Project Contact List for your use, including emergency contact telephone numbers. Our Site Contractor will be Spazzarini Construction Company,with Special Inspections by Independent Material Testing Laboratories and our Geotechnical Engineer is Dr. Clarence Welti. The building General Contractor will be John Moriarty&Associates,Fuss&O'Neil will continue to be our Site Engineer and Alan Lamson of FLB Architecture is the Project Architect. If you have any questions please contact me at 617-757-2676. My address and contact information are included on the enclosed Project Contact List. We look forward to working with you and the Town of South Windsor on the Evergreen Run Project. Sincerely, TRAMMELL CROW COMPANY Michael P. Connelly Vice President of Development Marcia Banach - Parcel L- Evergreen Walk: Progress with Lowe's From: "Alan F. Lamson"<alamson@flbarch.com> To: "Marcia Banach"<banach@southwindsor.org> Date: 10/8/05 12:02PM Subject: Parcel L- Evergreen Walk: Progress with Lowe's Hi Marcia, As promised here is an update on our"progress"with contacting Lowe's to get them to agree to the revisions to the existing retaining wall to improve the sight line conditions. Our site contractor has started the work on the driveway for the other traffic calming issues. We hope to have the paving (at least the binder course)complete before the plants close for the season in November. We have continued to communicate with the engineering representative of Lowe's regarding the issues that they had initially raised. As it turns out several of those issues are already addressed by previously executed agreements between all of the parties in Northern Hills (Target, Lowes and Northern Hills LLC). We were truly down to issues such as whether the reconstruction of the wall will interfere with access by their customers, approval of the revisions to their parking lot, and who would pay for the improvements. Your letter to them was a great help. Early this week we were provided with the name of another person at Lowes who we were told was the coordinator for Lowes inhouse. I have spoken with him and he has indicated that it appears that the relocation of the wall and change in that corner of the parking area are"non-issues"for Lowes. He asked for photographs of the area of the wall so that he can use them to explain this revision to the decision makers at Lowes. took those photos this week and they have gone to him. He indicated that we should hear from them within a week to 10 days-which should be between the 17th and the 21 st. I will keep you posted. Alan F. Lamson CC: "John Finguerra"<JFinguerra@yahoo.com>, "Mike Sarasin"<msaras@yahoo.com>, <fhubeny@flbarch.com> Spur N Sf4 C� CTowr� O-P SOM44 Vt� �° 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 4r�OSOR-co TELEPHONE (860) 644-2511 August 26, 2005 M/S Town Line Associates LLC c/o Atty. Laurence Rubinow 555 Main Street Manchester, CT 06040 Re: Appl#05-34P, Evergreen Run Site Plan Dear Atty. Rubinow: IN ATTENDANCE Jeff Doolittle TOSW 540 Sullivan Ave. 860-644-2511 x 245 Michele Lipe TOSW 540 Sullivan Ave. 860-644-2511 x 252 Jeff Folger TOSW 540 Sullivan Ave. 860-644-2511 x 229 Bernie Drabek TOSW 540 Sullivan Ave. 860-644-2511 x 241 Gary Clark Spazzarini Construction 50 Post office Road,Enfield 860-745-5683 John Ruggiero Moriarty 25 New Britain Ave.,Unionville 860-675-9809 Michelle Carlson . Fuss&O'Neil 145 Hartford Rd.,Manchester 860-646-2469 x 5269 Evelyn Perry SBC 50 Brainard Road,Hartford 860-725-1611 The following is a brief summary of points discussed during the meeting: Erosion and Sedimentation Control 1. All erosion and sedimentation control measures are to be in place prior to earth moving operations in each area and maintained/cleaned out during construction. Call Jeffrey Folger, Environmental Planner for inspection when measures are in place,prior to commencement of site work or if any problems/concerns arise during construction. 2. All topsoil stockpile areas to be protected(ringed with haybales or equal). 3. During construction of the road/driveway a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel on to Buckland Road. Calcium chloride or water is to be used for dust control as required. Public Works 2. The Engineering Department is to be notified forty-eight(48)hours prior to the start of major construction work with inspections and testing per Developers Checklist(requested, required) for the following: a. After site is staked out b. All drainage work C. Preparation of subgrade, compaction tests as per Developer's checklist d. Preparation of subbase, six(6) inch lifts e. Placement of bituminous concrete,two (2) inch layers maximum 3. Certification of gravel used as subbase and processed stone for base will be required from an approved testing company. 4. Certification of all products used-- storm pipe, structures,pavement, etc., shall be presented to the Town Engineer prior to installation. 5. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 6. Progress As Built Plans are to be submitted to the Town Engineer for approval prior to paving and after subgrade formation. 7. As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers and house service laterals located as per revised as-built checklist. 8. All pipe and structures to be backfilled with free draining material, compacted in maximum one foot lifts with approved compaction equipment or approved equal if deep trench is encountered. Any pipe or structure work requires inspection prior to backfilling. 9. Any problems and/or questions regarding construction of this project will be directed to Gary Clark at 539-4501 and Ed Spazzorini at 745-5683. 10. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 11. Job meetings will be held as needed, and can be called by the developer or Town. 12. Forty-eight-(48)hours' notice needed for certificate of occupancy inspection. 13. Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in quadruplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 14.Normal hours of operation 7:00 a.m.—5:00 p.m., no work on Sunday. 13. Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in quadruplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 14.Normal hours of operation 7:00 a.m.-5:00 p.m.,no work on Sunday. 15.No paving after October 15 or before April 15 without written approval from Director of Public Works. 16. Extra care must be taken when compacting around structures such as catch basins and manholes. These spots often become problem areas in the future due to settling, therefore,the town staff/inspectors will be requesting additional compaction tests in these areas. 17. Sanitary lateral locations should be tied down to existing structures and shown on the progress as- builts. 18. During construction of individual sanitary sewer house laterals,the contractor shall prepare an as-built sketch on standard form provided by the Engineering Department. This form should be submitted to the design engineer/surveyor for their use in preparing the as-built plan. The Engineering Department suggests that the contractor also show locations of foundation drains and water laterals on this form. Planning Department 1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Dept. Additional landscaping installed on one part of a site will not preclude planting all of the remaining items shown on the landscaping plan. 2. $5,000. landscape bond and mylar must be filed prior to issuance of building permit SNET/NU 1. Contact utilities for coordination of utilities connection. Fire Marshal 1. Blasting(if required)to be coordinated with the Fire Marshal. Police Services 1. Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead. If the developer occupies or owns the building after construction emergency numbers-must-be provided-to-P-olice-Services. — - - --- 2. All buildings located on property that abuts a public highway must be numbered and visible from the street. All numbering shall comply with Town Ordinance 6-800 through 6-802. 3. Barns, garages, and outbuildings,which are located on the same premises as a numbered structure, are excluded. Building Department 1. Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Sincerely, Mich e R. Lipe, AICP Assistant Director of Planning MRL/rfs cc: Jeffrey Doolittle, Town Engineer Bernie Drabek, Engineering Inspector Karl Reichle,Public Works Mel Stead, Public Works Christopher Dougan, Chief Building Official Fred Shaw, Superintendent of Pollution Control CL&P SNET 1 SOW N Sf4 O - F Tlow� �sou.� � C m � wC' 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR•c° TELEPHONE(860) 644-2511 September 16,2005 Mr.Kevin Solli Langan Engineering Long Wharf Maritime Center 555 Long Wharf Drive New Haven,CT 06511 Dear Mr. Solli: RE:LOWE'S PARKING LOT MODIFICATIONS,SOUTH WINDSOR,CT I am writing on behalf of the Town of South Windsor and its Planning and Zoning Commission to re quest that Lowe's grant approval for the minimal parking lot modifications proposed by M/S Town Line Associates LLC in conjunction with the Evergreen Run retail center. The proposed parking lot modifications would result in safer sightlines along the perimeter drive for Lowe's and all of the other retailers within your complex. The Town of South Windsor Planning and Zoning Commission acknowledges the loss of several parking spaces at Lowe's as a result of the parking lot modifications. The South Windsor Planning and Zoning Commission and staff understand that the small number of parking spaces to be lost does not create a parking problem. Thus, approval of this modification by Lowes will positively impact future permit requests. Thank you for your assistance with this beneficial project. If you have further questions,please do not hesitate to contact me at 644-2511,ext.253,or bye-mail at banach@southwindsororg. Sincerely, Marcia A.Banach,AICP Director of Planning MB/sf cc: Alan Lamson,FLB Architecture &Planning Lenni Ligore,Lowe's (via e-mail) Larry LePere,Lowe's (via e-mail) Neal Hamilton,Lowe's (via e-mail) M�rc�a 6OW h- FW Lowes addresses Page 1 From: "Alan F. Lamson"<alamson@flbarch.com> To: <banach@southwindsor.org> Date: 9/12/05 10:22AM Subject: FW: Lowes addresses Alan F. Lamson -----Original Message----- From: Alan F. Lamson [mailto:alamson@flbarch.com] Sent: Friday, September 09, 2005 11:25 AM To: Marcia Banach (banach@southwindsor.org) Subject: Lowes addresses Hi, The email addresses for the Lowes contacts are: Lenny Liguore Lenny.M.Leguore@Lowes.com Larry LePere Larry.Le.Pere@Lowes.com Neal Hamilton neal.c.hamilton@Lowes.com Alan F. Lamson VI. i FLB Architecture& Planning, Inc. 19 Silver Lane East Hartford CT06118 (860)568-4030 fax: (860)568-5129 e-mail:flb@flbarch.com web:www.fibarch.con TO: Marcia Banach FROM: Alan F. Lamson, AIA, AICP DATE: November 1, 2005 RE: Evergreen Run — Parcel L Buckland Road Project No. 02808.20 As an update on our progress with Lowe's on the improvements to the sight lines along the Lowe's driveway, you should know that we have reached verbal agreement with Lowe's and a written agreement giving us their approval to relocate a portion of the wall and modify their parking field has been sent to them for their signature. As soon as we have that I will let you know. The relocation of that wall and the reconstruction of the northeast corner of their parking lot can be done without impacting the Lowe's driveway. As soon as we have the agreement we will submit a change order to you for modifications to the approved Lowe's site plan (wall and parking field). Regarding the traffic calming improvements to the driveway, we fully expect that work to be complete by the end of next week (no later than November 15t"). After that all remaining construction work will be on-site only. c: file Michael Connelly, Trammell Crow Company M/S Town Line Associates LLC P A02808.20\FLB_MEMO\MB051101.Doc 9 Change Order No: 1 TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON: Alan Lamson Phone No.:(860)-5684030 Address: FLB Architecture & Planning. 19 Silver Lane East Hartford CT Site Name: Evergreen Run P&Z No: 05-34P Owner: M/S Town line Associatds Phone No: (901) 761-7604 Contractor: S ezzarini Constru i Signature of Owner/Agent: 4 Date: J.0 - - > Signature of Design Engineer: Date: CHANGE: (Describe location and nature of change. Include four (4) copies of plan/profile of change.) • Revision to footprint of north building • Revision to utility location Reason for Change: (Why change is required.) • Building footprint modification to honor building setback requirement along the north side of the property (originally approved 66 feet by 170 feet, proposed 64 feet by 176.75 feet) • Utility layout modifications to accommodate comments from utility companies. APPROVALS: (as r quired) Dir. of Planning Date: Id )/7 16J- Town Engineer Date: is e Dir. of Public WorNILDate: Other: Date: STAFF COMMENTS: CC: Town Engineer Attachments: Director of Planning Z-2: Floor Plan North Building 9/8/05 Engineering Dept. Title Date Spezzarini Construction Z-3: Elevations North Building 9/8/05 Fuss & O'Neill Title Date GI.0.1. CS.1.1, CG.1.1, CU.1.1, 10/10/05 _ Title Date Title Date PA02808.20\ChangeOrder\Change Order#1.DOC 1 Change Order No: 2 TOWN OF SOUTH WINDSOR RECEIVED STAFF SITE CHANGE NOV 8 2005 FOR SITE & SUBDIVISION GENERAL: SOUTH WINDSOR PLANNING DEPT, CHANGE ORDER CONTACT PERSON: Alan Lamson Phone No.:(860)-568-4030 Address: FLB Architecture & Planning, 19 Silver Lane, East Hartford, CT Site Name: Evergreen Run P&Z No: 05-34P Owner: M/S Town line Associates IL Phone No: (860) 643-6100 Contractor: S ezzarini Constru ti Signature of Owner/Agent: Date: 11 , 6XV Signature of Design Engineer: �-� Date: CHANGE: (Describe location and nature of change. Include four (4) copies of plan/profile of change.) • Relocation of approximately 100 linear feet of segmental retaining wall • Additional 1,200 cubic yards of fill in location of future driveway connection to the north • Relocation of utilities serving the north buildings to future driveway location Reason for Change: (Why change is required.) • Proposed change approved by IW/CC on 11/2/2005 APPROVALS: as required) Dir. of Planning Dater di Town Engineer Date. i t 1Lla S- Dir. of Public Work Date: Other: Date: STAFF COMMENTS: CC: Town Engineer Attachments: Director of Planning G1.0.1: CS.1.1: CG.1.1: CU.1.1 10/17/05 Engineering Dept. Title Date Spezzarini Construction Fuss & O'Neill Title Date Title Date Title Date PA02808.20\ChangeOrdeAChange Order#2.DOC 1 k NMI LN LB Architecture& Planning, Inc. 19 Silver Lane East Hartford CT06118 (860)568-4030 fax: (860)568-5129 e-mail:flb@flbarch.com web:www.flbarch.com TO: Mike Connelly, Trammel-Crow Ed Spazzarini, Spazzarini Construction John Ruggiero, John Moriarty & Associates FROM: Alan F. Lamson, AIA, AICP DATE: November 28, 2005 RE: Evergreen Run — Parcel L Buckland Road, South Windsor Project No. 02808.20 Partial Completion At a meeting today with myself, Marcia Banach (Town Planner), and Jeff Doolittle (Town Engineer) we discussed what items on the approved site plan would have to be done to allow a partial occupancy of the south building in February or March. Their requirements are summarized below and are shown on the attached plan (marked up on Fuss & O'Neill's Sheet CG.1.1. 1. The area of the north building including the modifications to the site at the north end (retaining wall, grading and the six parking spaces) do not have to be completed. 2. The binder course along the front of the north building encompassing the travel lane and the first two rows of parking do not have to be completed. This area should be fenced from the rest of the parking area creating a minimum 50-foot work area in front of and south of the north building. The fenced area should be secured when work on the site is not ongoing. 3. The fence along the parking to the south should be set at least three feet from the center travel lane. 4. The paving should be completed and temporarily curbed sufficient to allow the parking field to drain to the two CBs in front of the north building. 5. The eight (8) parking spaces at the east end of the north double row of parking between the two islands should be omitted and this area used to provide access to the parking field. The proposed driveway east of these spaces should be temporarily closed. This avoids all temporary traffic from having to make the sharp left turn at the bottom of the ramp. 6. The sidewalk along Buckland Road and the sidewalk between Buckland Road and the parking area do not have to be completed. 7. All drainage in the parking lot must be installed and operational. 8. All site lighting must be installed and operational. 9. Binder course may be used for the winter. Although the Town would prefer that binder be placed only when the temperature is 40 degrees and rising, they have agreed that we can place the binder at our risk and any bad areas that are exhibited in the spring will be removed and replaced before final paving. They asked us to "do the best we can". The parking lot and entrance drive must be fully striped. The paint can be water-based since it is only temporary. 10. If the perimeter parking lot curb has not been placed along the west and east side of the parking field, then we will have to provide pinned wheel stops on all the parking spaces abutting future sidewalk or graded areas (not along the south edge adjacent to the south building). 11. We will need to have the required enclosure around the dumpster pad at the dumpster at the northeast corner of the south building. 12. The curbs on the ramp driveway will all have to be in place down to the bottom of the ramp. 13. The guide rails along the ramp driveway will need to be installed. 14. The end of the wall on the Lowes property will have to be relocated and reinstalled. As soon as Lowes has signed the agreement we need to provide a change order showing the change in the wall. 15. There is apparently a low point at the northeast corner of the intersection of the Lowes driveway and Buckland Road that existed and has been made larger by the widening of the Lowes driveway. Spazzarini had agreed to mill this area and patch it. This must also be done to eliminate the low point and the resulting ponding/freezing. Encl. Sheet CG.1.1 marked up per discussion with staff c: file John Finguerra, Evergreen Run LLC Marcia Banach, Town of South Windsor Jeff Doolittle, Town of South Windsor Michelle Carlson, Fuss & O'Neill PA02808.20TO MEMOWC051128.Doc e �QW N Sf9 ° To� �sow ?d& \V 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR.CO TELEPHONE (860) 644-2511 t August 19, 2005 CERTIFIED MAIL M/S Town Line Associates LLC c/o Atty. Laurence Rubinow 555 Main Street Manchester, CT 06040 Re: Appl#05-34P, Evergreen Run Site Plan Dear Atty. Rubinow: We are pleased to advise you that the Planning&Zoning Commission voted on August 16, 2005 to approve with conditions the above-referenced application for construction of a new 27,500 shopping center on property located at 90 Buckland Road, Gateway Development-zone. This approval is subject to the following conditions: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of$50,000. for wetlands mitigation. 4.. An as-built plan is required to issuance of a Certificate of Occupancy per Section 8.1.11 of the of the Zoning Regulations. 5. A landscape bond in the amount of$5,000. is required and must be submitted prior to filling of mylars. 6. All plans used in the-field-by-the-developer must bear the stamp and authorized signature of the Town of South Windsor. 7. This approval-does not constitute approval of the sanitary sewer,which can only be granted by the Water Pollution Control Authority. 8. The building street number must be included on the final plan. 9. Pavement markings must be maintained in good condition throughout the site drives and parking areas using the CT DOT- Standard epoxy paint. 10. The future access area to the northern abutting property must be shown. At such time as a site plan is approved for the property to the north, an interconnection shall be constructed in the area shown on the subject site plan OR as agreed by the two property owners and further approved by the Planning and Zoning Commission. Failure to construct the site interconnection shall be construed as a zoning violation and shall be pursued via the remedies available to the Town of zoning violations. 11. Engineering comments dated 6/28/05 must be addressed to the Town Engineer's satisfaction. 12. The traffic signal controller easement needs to be shown in its entirety and dimensioned. 13. The sewer easement needs to be added to the plans. 14. The traffic calming measures as shown on the plan prepared by Hesketh Civil&Traffic Engineers must be incorporated into the final plans and implemented. In addition,the applicant will diligently pursue modification of Lowe's existing parking lot to improve the sight line. 15. Signage for a three-way stop, including a"stop ahead"sign on the curve to give motorists adequate warning(a red flashing light must be placed at the entrance to this site) and must remain until such time as the Lowe's improvements are completed and the appropriate sight lines have been accomplished. If the sight lines are achieved, the stop signs and light can be removed. 16. The Town of South Windsor will provide assistance to the applicant in achieving the necessary approvals from Lowe's.to modify the parking area to accomplish the desired sight line. Black and white transparent mylars of Sheet cs.1.1 with the above modifications,together with three blueprint copies of the entire set of plans (including architectural elevations and landscaping plans)must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the mylars have been signed by the Commission,they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, t " KA-) Timoth H. W ntzell Chairman Y Planning&Zoning Commission THW/rfs cc: Zoning/Wetlands Enforcement Officer Chief Building Official Assessor Fire Marshal Town Engineer FLB Architecture&Planning-Mr. Alan Lamson arcia�Banach-Si ns at Ever reen_Walk Ever reen Run Page 1 From: Marcia Banach To: Lamson, Alan Date: 3/24/06 2:49PM Subject: Signs at Evergreen Walk, Evergreen Run Hi Alan, Frank delivered the proposed sign designs for both Office South at Evergreen Walk and for Citibank at Evergreen Run on Thursday, March 23.The Office South free-standing sign is very attractive and tasteful and completely in character with the attractive monument signs that have been installed at the other Evergreen Walk sites. I am uncomfortable giving staff approval for the Citibank sign, as it does not meet the aesthetic standards that the Planning and Zoning Commission has required in the Gateway Zone. Please advise your client that if they choose to move forward with this sign design, it will need approval from the Planning and Zoning Commission, in accordance with the provisions of Section 5.8.6.c.5 of the Gateway Zone regulations. If you have any questions, give me a call. Marcia Banach, AICP Director of Planning Town of South Windsor 1540 Sullivan Ave, South Windsor, CT 06074 860-644-2511 x 253 banach@southwindsor.org www.southwindsor.org CC: Hubeny, Frank �;•,;, :.r.. Kr ro•;;ami ,:r.,no...,,;. ,N, �:... A an Y •-rn+,' ,' DETAILED SECTION VIEW s 5 W, pG ILLUMINATED CURVED FASCIA SIGN fi with CURVED POLYCARBONATE FACE e 1 <g - ' Citibank Bluewave Graphic .".."l White"Cltlbank"logo and red vinyl overlay"eyebrow" l HIGH OUTPUT FLORESCENT LAMPS ' -_ U/L APPROVED BALLAST of I ti R;. •. f., Y•.b:'., v`P9fi '::. Y .. .;t a r.>. +H.... . .'n .. i' ...,S.1.r. f WAR FlE MON ENLARGED AREA 14ft 11in ti Showin - r'f 9 4 TSHOE — 74t 71n SHOE TO INSTALLATION +t with LAG BOLT INTi} 1 i EXISTWO FASCIA ,. r EXISTING FASCIA Citibank ------ ALTERt -M hUWD-MAY USE THRU BMT(V I.FF.) Thk sign is intended to be Installed in amordance with the requirements of Article 600 of the National Electric Cade and/or other appkable local eodes.This includes prolmr grounding and banding of the sign. CLIENT, CITIBANK JOB # ULTI E LOCATION.,70 Bllckland Rd.South Windsor,CT. _ DRAWN BY: Burt Arthur APPROVED BY: SIGNS & DESIGNS CORP. DATE:o e-o6 REVISION: REVISION DATE: PHONE:;516A81.M Flail:516A81.7480 86 SEWELL ST.,HEMPSTEM,NY 11664 THIS DESIGN IS SOLELY THE PROPERTY OF AND USED EXCLUSIVELY BY ULTIMATE SIGN & DESIGN PERSONNEL ONLY. A South Windsor Planning Department Memo To: Alan Lamson, FLB Architecture&Planning, Inc. From: Marcia A. Banach, Director of Planning Date: 4/17/2006 Re: Evergreen Run Awnings I have reviewed your correspondence and attached Sunbrella awning samples dated April 13, 2006. 1 concur with your conclusions and color choices as detailed in your correspondence. The color swatches will be available for you to pick up on your next visit to Town Hall. 1540 Sullivan Avenue,South Windsor,CT 06074 PH 860-644-2511,ext.253 Fax 860-644-7280 e-mail banach@southwindsor.org 0 Page 1 IF ILE FLB Architecture &Planning, Inc. 19 Silver Lane East Hartford CT 06118 (860)5684030 fax: (860)568-5129 e-mail:fiboflbarch.com web:www.fibamh.com TO: Marcia Banach FROM: Alan F. Lamson, AIA, AiCP DATE: April 13, 2006 RE: Evergreen Run— Parcel L Buckland Road Project No. 02808.20 Attached are copies of the colored exterior elevations as presented to the Planning & Zoning Commission during our approval process. These elevations show the location and color of the awnings for the two buildings as approved. The only revision to this is with regard to the south building. Because Citibank's corporate color is blue and Verizon's corporate color is red, we would like to swap the color of the awnings on those two spaces. So the two red awnings on either side of the gable on the north elevation will be blue, the two blue awnings on the west end of the building will be red, the two blue awnings on the south elevation (Lowe's driveway side) will be red, and the on red awning on the south side will be blue. We have enclosed color samples of the Sunbrella awning material: Pacific Blue Style 4601 Black Style 4608 Jockey Red Style 4603 These are exact matches to the colors shown on the elevations. Please indicate your concurrence with our conclusion. Also please return the color swatches so that we can monitor the installed material. Encl. Sunbrella color samples (4601, 4603, 4608) c: file John Ruggiero, John Moriarty &Associates P:\02808.20\FLB—MEMO\MB060413.Doe t ). s � � 1§ — ION ......,.l.c... ��..._. ,"°. ,,. ....,..�llrr, ►.�wl� YYY�YIiI�i�iiWli�. .... .'A41! `, 0 MIN :� AlIII11 — I , - - - - 2 �� �YII�lOrl wfi��lY,l� � .. r; win w�i ,� ����'� , t•w�q■��� �nsda� � ��1111I � t �► .y. V f + 1 �E s e° ¢8 I .pro m� x �eyj u�r�l�ye. B SOUTH ELEVATION __ ^W ""°� ° EAST ELEVATION OGALl;9A'S•a 1'4' G512i DAY s�'-0" HIM ..... ,eceaxo era. I +�___ •'� '.� i j .e, •,NORTH ELEVATION a e. ,�r�..ee a, WEST ELEVA�.��".•� r �z � si <W rc o u � W W A-202 SOWN SC4 a T-ote Aso . V&Uaot 5 t w` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE (860) 644-2511 April 21,2006 M/S Town Line Associates LLC c/o Atty Laurence P. Rubinow 555 Main Street Manchester, CT 06040 Dear Mr. Rubinow: Re: Expiring.Letters of Credits App105-34P, Evergreen Run We have not as yet received any renewals of the letter_ of credit,which expire May 10, 2006 as noted in our previous renewal request. Please be advised that discussion of this matter will be placed on the May 9, 2006 agenda of the Planning&.Zoning Commission. Calling of the letters of credit will be initiated at that time if we have not received a renewal. Very truly yours, Michele R. Lipe,AICP Assistant Director of Planning MRL/bmm "Vol" aF4 � - ~ 70� O-P S_0 ?d&U&Olt 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 ��OSoa.co� TELEPHONE (860) 644-2511 M/S Town Line Associates LLC c/o Atty Laurence P. Rubinow 555 Main Street Manchester, CT 06040 Dear Mr. Rubinow: Re: Expiring Letters of Credits App105-34P, Evergreen Run The Planning and Zoning Commission is holding the following Letters of Credit: PROJECTS BANK AMOUNT EXPIRATION Evergreen Run Savings Bank of Manchester $15,000 5/3/06 6 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds,we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date: Will you please forward us the amendment promptly? Very truly yours, Michele R. Lipe Assistant Director of Planning MRL/kah SIGN PANEL TENANT ONE TENANT TWO 0 TENANT THREE J W Z Q TENANT FOUR Ll 0 TENANT FIVE - TENANT SIX STONE BASE FREESTANDING SIGN SCALE 1/2"=1' EVERGREEN RUN 06/21/2005 ��nowj� s``9 V^- Try ,r-- m 3 J v3 Kl i�14 l a F t� x FLB Architecture & Planning, Inc. 19 Sihter Lane East Hartford CT 06118 �T� � (860)568-4030 fax::�; > �:;, (860)568-5129 a-mail:alanflb@att.net web:ite:www.flb.cam -- Change Order No: 3 TOWN OF SOUTH WINDSOR :� m STAFF SITE CHANGE =' GENERAL: FOR SITE & SUBDIVISION FEB 1 6 2006 SOUTH CHANGE ORDER CONTACT PERSON: Alan Lamson Phone No.:`� b1= �=4030 Address: FLB Architecture & Planning, 19 Silver Lane, East Hartford, CT Site Name: Evergreen Run P&Z No: 05-34P Owner: M/S Town line Associates Phone No: (860) 643-6100 Contractor: S ezzarini Const t Signature of Owner/Agent: I Date: Signature of Design Engineer: Date: CHANGE: (Describe location and nature of change. Include four (4) copies of plan/profile of change.) • Removal of planters on south side of south building • Revision to landscape plan L-1 by Insite, LLC showing additional plantings along south side of south building Reason for Change: (Why change is required.) • Recommended by Town staff in order to ease proximity of south wall of Building B to the Lowe's drive APPROVALS: (as required) Dir. of Planning Dater d Town Engineer Date: r CZ Dir. of Public Works Date: Other: Date: STAFF COMMENTS: CC: Town Engineer Attachments: Director of Planning L-1 rev. 02/14/06 Engineering Dept. Title Date Spezzarini Construction Fuss & O'Neill Title Date Title Date Title Date PA02808.201ChangeOrder\Change Order#3.DOC 1 BOND TRANSMITTAL IZ� DATE APPLICANT NAME M : pt L n e- Assoc . ADDRESS Rose. La ne, � Ind(A 7:)2 k V14 a3Lf'sl PROJECT LOCATION/ADDRESS � z.�Ct,�d � LOT I SUBDIVISION P&Z OR IWA/CC APPLICATION NUMBER 'k 05- 3 y 1? ' IS,o�o AMOUNT OF BOND �J�j oOc� 37,6wo . CA CHECK NUMBER O h 1 o a- 5 9't DEPARTMENT SUBMITTED BY NAME DATE RECEIVED BY FINANCE (o NAME DATE SUB ACCOUNT NUMBER Soo O w 3 Wownhall-deWoMPlanning Depam=t\Messiao\Forms\Pcrmits-Bonds\BOND TRANSMITTAL OS-27-Ol.doc Change Order No: 5 TOWN OF SOUTH WINDSOR STAFF SITE CHANGE RECEIVED FOR SITE & SUBDIVISION GENERAL: JUN 2 3 2006 CHANGE ORDER CONTACT PERSON: Alan Lamson Phone WR%W&eSAW Address: FLB Architecture & Planning 19 Silver Lane East Hartford CT Site Name: Evergreen Run P&Z No: 05-34P Owner: M S Town line Associate Phone No: (860) 643-6100 Contractor: S ezzarini Constructio Signature of Owner/Agent: Date: 62•Z 1 b Signature of Design Engineer: Date: CHANGE: (Describe location and nature of change. Include four (4) copies of plan/profile of change.) • Modification of water service lines to the north and south building Reason for Change: (Why change is required.) • Additional tenant spaces in the north and south building require modification to water service. APPROVALS: s required) Dir. of Planning Date: 6 �3 Town Engineer Date: Dir. of Public WorkV Date: Other: rDate: STAFF COMMENTS: CC: Town Engineer Attachments: Director of Planning CU.1.1 Water Plan rev. 06/22/06 Engineering Dept. Title Date Spezzarini Construction Fuss & O'Neill Title Date Title Date Title Date PA02808.20\ChangeOrder\Change Order#5.DOC 1 Change Order No: 6 TOWN OF SOUTH WINDSOR RECEIVED STAFF SITE CHANGE GENERAL: FOR SITE & SUBDIVISION JUN 2 3 2006 SOUTH WINDSOR PLANNING DEPT CHANGE ORDER CONTACT PERSON: Alan Lamson Phone No.:(860)-568-4030 Address: FLB Architecture & Planning 19 Silver Lane East Hartford CT Site Name: Evergreen Run P&Z No: 05-34P Owner: M S Town line Associates Phone No: (860) 643-6100 Contractor: S ezzarini Constru t Signature of Owner/Agent: Date: Signature of Design Engineer: Date: CHANGE: (Describe location and nature of change. Include four (4) copies of plan/profile of change.) • Relocation of dumpster pad for the south building Reason for Change: (Why change is required.) • Approved location of dumpster would negatively impact the storefront of most easterly tenant storefront in the south building. APPROVALS: (as re uired) Dir. of Planning Date: 6 L�L 4 A� Town Engineer Date: 3 o c Dir. of Public Works Date: Other: Date: STAFF COMMENTS: CC: Town Engineer Attachments: Director of Planning SK-1 Site Plan rev. 06/20/06 Engineering Dept. Title Date Spezzarini Construction Dumpster Enclosure Detail 06/20/06 Fuss & O'Neill Title Date Title Date Title Date PA02808.20\ChangeOrder\Change Order#6.DOC 1 or, �i p w ENCLOSER CING 17 • ,r�,i;,�,, �j/® � !�\III ' , � '' :, 7,fit SOMEN v TOWNLINE ASSOCIATES EVERGREEN RUN tea_ DUMPSTER RELOCATION SOTH . .• CONNECTICUT T.S. SCREEN BEHIND SHEET CEDAR 6' BOARD 'V' GROVE PALLS WITH SCUARE .. LATTICE TOP SECTION HASP L LOCKPL I n Qo ET TS IN CONCRETE DROP PIN OR PROVIDE BASE PLATE TO GATE HOLD OPEN DEVICES TS AND FASTEN TO EMBEDDED BOLTS GC'S OPTION ONCRETE FOUNDATION 6" CONCRETE FILLED BOLLARDS 18' q--------------- ------- ---------� 17' by 8' 0 CONCRETE PAD F — — —1 F — — 6 CU. YD. DUMPSTER 6 CU. YD. DUMPSTER 7' X 4' X 4' NOMINAL I 7' X 4' X 4' NOMINAL T I� I I I = I I II I ^---------------------------------------------- U I II I JOB NAME FLB EVER6REEN RUN arch itecture & SKETCH TITLE planning, DUMRSTER ENCLOSURE n mc. SCALE JOB NO. 19 silver lane 11 - - 51-011 02808.20 east hartford, et DATE BY READ WITH DWG.A-101 06118 SKETCH NO. (860) 568-4030 GHAN6E ORDER #6 06/20/06 EH SK-11 y AUG. 27. 2007- 9 :48AM SPAllARINI CONST CO 860-745-9024 NO- 483 P. 1 1 .. manI -: F CONSTRUCTION COMPANY,INC. 7. `- } August 27, 2007 Michelle Lipe Town of South Windsor Planning Department M vGva saz ?m 1540 Sullivan Avenue South Windsor CT 06074 Re: Letter of Credit No. 332-436 Dear Ms. Lipe, On behalf o pzzarini Construction Company,Inc.,I would like to request a full yA, rele of the$5,000 Letter of Credit for the landscaping work performed at ... zr � E ergreen R If you have any questions regarding.this,I can be reached at(860) 745-5683. :�.,�,,z:�,. Thank you in advance for our assistance. �: Sincerely, n= -` Michael B. Fournier -_ Controller .. ��t, = i q Maj.CQft License 900331 CiP-7 License-Q8337::. An Equal Opportunity Employer M/F t 0%4N 8 aU 7-0� O-P slol� V&U&ot • �� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 r�OsOR-CO TELEPHONE(860) 644-2511 The Planning&Zoning Resource Corporation 100 NE 6th Street Oklahoma City, OK 73104 02/23/2015 ATTN: Sheila Lyles Ref. No. 82336-1 RE: Evergreen Run, 70 to 90 Buckland Road, South Windsor, Connecticut Add'l Info. Account#15300070- Date of Construction: 2005 &2006 The current zoning classification for the subject property is: Buckland,Road Gateway Development Zone(GD) Adjacent property zoning designations: North: GD South: GD East: GD West: GD Is the subject property part of a Planned Unit Development? Yes,part of a PUD(See comment) X No, not part of a PUD Comment: Is the subject property part of an Overlay District? Yes,within an Overlay District X No, not within an Overlay District Comment: The subject property is currently regulated by: X Section 4.2 of the Zoning Ordinance Planned Unit Development Ordinance No. (copy attached) Site Plan Approval Case No. (copy of plan and case attached) Comment: According to the zoning ordinances and regulations for this district,the use of the subject property is a: X Permitted Use by Right Permitted Use by Special/Specific Use Permit Copy Attached Copy Not Available(see comment) Legal Non-Conforming Use(no longer permitted by right due to amendments, re-zoning,variance granted or other changes. See comments) Non-Permitted Use Comment: The subject structure(s)was developed: X In accordance with Current Zoning Code Requirements and is X Legal Conforming Non-Conforming (see comments) In accordance with Previous Zoning Code Requirements(amendments, rezoning, variance granted)and is Legal Non-Conforming to current zoning requirements Prior to the adoption of the Zoning Code and is Grandfathered/Legal Non-conforming to current zoning requirements. In accordance with Approved Site Plan and is Legal Conforming to approved site plan. If any nonconforming issues - exist with respect to current zoning requirement; the subject property would be considered legal non-conforming. Comment: Information regarding variances,special permits/exceptions, ordinances or conditions: X There do not appear to be any variances, special permits/exceptions, ordinances or conditions that apply to the subject property. The following apply to the subject property(see comments): Variance-Documentation attached or is otherwise, no longer available(see comment) Special Permit/Exception Documentation attached or is otherwise, no longer available(see comment) Ordinance Documentation attached or is otherwise, no longer available(see comment) Conditions Documentation attached or is otherwise, no longer available(see comment) Comment: Rebuild: In the event of casualty, in whole or in part,the structure located on the subject property: X May be rebuilt in the current form (i.e. no loss of square footage, same footprint, with drive through(s), if applicable. May not be rebuilt in its current form, except upon satisfaction of certain conditions, limitations, or requirements. Please see section of the current zoning code/ordinance for details. Comment: To the best of your knowledge, do your records show any unresolved zoning code violations? Yes,there are open violations on file in our records. (See attached list and/or copies/cases) No, there are no open violations on file in our records. *Please note,this request is for open violations of which you are aware. PZR is not requesting an inspection be made. To the best of your knowledge,do your records show any unresolved building code violations and/or complaints? DYes,there are open violations on file in our records. (See attached list and/or copies/cases) XM No,there are no open violations on file in our records. *Please note,this request is for open violations of which you are aware. PZR is not requesting an inspection be made. Please call the undersigned at (860)644-2511 extension 251 if you have questions or concerns. Sincerely: a �W, Name: Pamela A. Oliva Department: Planning Title: Zoning Enforcement Officer Email: pamela.oliva@southwindsor.org The Planning & Zoning Resource Corporation 100 NE 5th Street - Oklahoma City, Oklahoma 73104 Telephone (405) 840-4344 • Fax (405) 840-2608 Toll Free (800) 344-2944 • Toll Free Fax Available on Request Please fax to my direct fax number 405-547-9268 To: Pam Oliva Fax: Email: pamela.oliva@southwindsor.org Date: 02/19/2015 Subject: Zoning Verification Letter Request Ref. Number: 82336-1 RE: Evergreen Run, 70 to 90 Buckland Road, South Windsor, Connecticut Add'I Info: Account#15300070 - Date of Construction: 2005 & 2006 Attached is our request for property information on the above-mentioned property. Please copy it onto your letterhead, provide the requested information, sign and return to me via either my direct fax, shown above, or via email to Sheila.Lyles@pzr.com. It is my understanding that there will Not be fees associated with this request. Please be advised that the total fees are not to exceed $0.00 without my approval. If you should expect the fees to exceed this amount, please notify me as soon as possible. Furthermore, any additional costs associated with this request must be approved, in writing, prior to their incurrence. Thank you in advance for your time and consideration on the above matter. If there are any questions you are unable to answer please let me know who I should contact. If you have any questions or concerns, do not hesitate to contact me at the toll free number 800-344-2944, extension 3212. You may also reach me by email at: Sheila.Lyles@pzr.com. Sincerely, Sheila Lyles flJ FLB Architecture & Planning, Inc. 19 Silver Lane East Hartford CT 06118 (860)568-4030 fax: (860)568-5129 e-mail:flb@flbarch.com web:www.flbarch.com LETTER OF TRANSMITTAL P:\02808.201FLB_TRANUAB060524.Doc Date 5/24/06 Project No. 02808.20 Attention Marcia Banach To: Town of South Windsor Project Evergreen Run Planning and Zoning Commission Buckland Road 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 1 5/24/06 Certified check in the amount of$15,000 (testing of drainage structure) 2 1 5/24/06 Certified check in the amount of$38,000(final paving/striping, island completion, as-builts of site drawings, sidewalk completion, correcting low point on Lowe's driveway) 3 1 5/24/06 Check in the amount of$35 for inspection fee j 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: We understand that each of the checks will be released as soon as the work covered by the check is complete, inspected by the Town and aporoved. We also understand that this will allow the Town to issue a Certificate of Occupancy to Verizon imhediately so that they can oven for business. jI f Copy to: file. John Finguerra,Atty. Laurence Rubiinow. Michael Connelly an F. Lam on,AIA,AICP if enclosures are not as noted,kindly notify us at once. BOND TRANSMITTAL Z DATE: APPLICANT NAME M n Asscx ADDRESS Rose— La r n i(A VA PROJECT LOCATION/ADDRESS ItA cl aCt,r A 2( ,cc"J- LOT SUBDIVISION_ 2>rR �e Lvt v�1 - 5i�>✓ Im �en�C�►.'� P&Z OR IWA/CC APPLICATION NUMBER ,k 05- 3 y P AMOUNT OF BOND- j 000 �l o� � CHECK NUMBER p h I p 5 9'1 DEPARTMENT d /} SUBMITTED BY NAME v DATE RECEIVED BY FINANCE 4L_&_' - NAME DATE SUB ACCOUNT NUMBER 5 a C) bo g r T \\townlWWc\voll\Planning Department\Messino\Foems\Pem ks-Bonds\BOND TRANSMITTAL 08-27-0l.doc Evergreen Run site bond items: 1. As-built drawing 2. Sidewalks in front 3. Stormwater structure ($15,000) 4. Median in driveway 5. Puddle by bottom of drive @ Buckland Rd 6. Lighting certification 7. Dumpster enclosure 8. Final paving 9. Guard rail 10. Easement to Town SCANNED Change Order No: 5 TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION �������� i GENERAL: JUN 2 3 2006 CHANGE ORDER CONTACT PERSON: Alan Lamson Phoneli!+ �6� Address: FLB Architecture & Planning, 19 Silver Lane, East Hartford, CT Site Name: Evergreen Run P&Z No: 05-34P Owner: MIS Town line Associate Phone No: (860) 643-61 00 Contractor: S ezzarini Constructio Signature of Owner/Agent: Date: ��•Z •b Signature of Design Engineer: Date: CHANGE: (Describe location and nature of change. Include four (4) copies of plan/profile of change.) • Modification of water service lines to the north and south building Reason for Change: (Why change is required.) • Additional tenant spaces in the north and south building require modification to water service. APPROVALS: s required) Dir. of Planning Date: 6 �3 Town Engineer Date: Dir. of Public Work 51 T— Date: Other: Date: STAFF COMMENTS: CC: Town Engineer Attachments: Director of Planning CU.1 .1 Water Plan _rev. 06/22/06 j Engineering Dept. Title Date Spezzarini Construction Fuss & O'Neill Title Date �I Title Date Title Date i PA02808.20\ChangeOrder\Change Order#5.DOC 1 Change Order No: 6 TOWN OF SOUTH WINDSOR RECEIVED STAFF SITE CHANGE FOR SITE & SUBDIVISION JUN 2 3 2006 GENERAL: SOUTH WINDSOR PLANNING DEPT (86 CHANGE ORDER CONTACT PERSON: Alan Lamson Phone No.: 0)-568-4030 Address: FLB Architecture & Planning 19 Silver Lane East Hartford CT Site Name: Evergreen Run P&Z No: 05-34P Owner: M S Town line Associates Phone No: (860) 643-6100 Contractor: S ezzarini Constru t Signature of Owner/Agent: Date: M` Signature of Design Engineer: Date: CHANGE: (Describe location and nature of change. Include four (4) copies of plan/profile of change.) • Relocation of dumpster pad for the south building Reason for Change: (Why change is required.) • Approved location of dumpster would negatively impact the storefront of most easterly tenant storefront in the south building. APPROVALS: (as re uired) Dir. of Planning Date: 6 L. O 1G Town Engineer Date: 3 o G Dir. of Public Works Date: Other: Date: STAFF COMMENTS: CC: Town Engineer Attachments: Director of Planning SK-1 Site Plan rev. 06/20/06 Engineering Dept. Title Date Spezzarini Construction Dumpster Enclosure Detail 06/20/06 Fuss & O'Neill Title Date Title Date Title Date P:\02808.20\ChangeOrder\Change Order#6.DOC 1 CING • r- ,, ;'� si � - L • TOWNLINE ASSOCIATES Y 1EVERGREEN RUN DUMPSTER RELOCATION SOTH E . .. CONNECTICUT T.S. SCREEN BEHIND SHEET CEDAR 6' BOARD 'V' GROVE PALLS WITH SQUARE .. LATTICE TOP SECTION HASP L LOCKPL Qo ET TS IN CONCRETE DROP PIN OR PROVIDE BASE PLATE TO GATE HOLD OPEN DEVICES TS AND FASTEN TO EMBEDDED BOLTS GC'S OPTION "r- ONCRETE FOUNDATION 6" CONCRETE FILLED BOLLARDS 18' q----------------------- ------------- --------- p 17' by 8' O CONCRETE PAD I I I 6 CU, YD. DUMPSTER 6 CU. YD. DUMPSTER ^ AL 0 7' X 4' X 4' NOMINAL 7' X 4' X 4' NOMINAL_ I I I L _J L 31 I I I = I I 0 �-JII --------------------------------- 3 I 11 I '/ \ —_j JOB NAME FLB EVERGREEN RUN architecture & SKETCH TITLE planning, DUMP5TER ENGL05URE n mc. SCALE JOB NO. 19 silver lane 1' _ 5'-0" 02808.20 east ha-rtfcrd; Ct DATE BY READ WITH DWG.A-101 06118 SKETCH NO. (860) 568-4030 GHAN6E ORDER #6 06/20/06 EH SK-11 • t Change Order No: 7 TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON: Frank Hubenv Phone No.:(860)-568-4030 Address: FLB Architecture & Planning, 19 Silver Lane, East Hartford, CT Site Name: Evergreen Run P&Z No: 05-34P Owner: M/S Town line Associates Phone No: (860) 643-6100 Contractor: S ezzarini Constructs Signature of Owner/Agent: �w ,_ Date: `7 2�{ nQ Signature of Design Engineer: Date: CHANGE: (Describe location and nature of change. Include four (4) copies of plan/profile of change.) Additional landscaping along retaining wall at Lowes parking lot Reason for Change: (Why change is required.) Enhance appearance of new retaining wall APPROVALS: s r uired) Dir. of Planning4 Date: 0 Town Engineer Date: 2a 6 Dir. of Public Works Date: Other: Date: STAFF COMMENTS: CC: Town Engineer Attachments: Director of Planning Planting Plan- Lowes Wall Area 07/11/06 Engineering Dept. Title Date Spezzarini Construction Fuss & O'Neill Title Date Title Date Title Date PA02808.20\ChangeOrder\Change Order#7.DOC 1 Plant List Botanical Name Common Name Size Quanti Comment. mboi 2 '/Y-3' height 3 container FA Forsythia `Arnold's Dwarf' `Arnold's Dwarf' Forsythia 1 1/'-2' spread 5 container JCS Juniperus chinensis 'Sea Green' `Sea Green' Juniper 1 IP-2' spread 33 container TD Taxus cuspidata `nana' Dwarf Japanese Yew • ' v . PA 1...o v►K� W a L1 ,ie a J 1 wt.,RG, LLLE.. �I IF 0 FLB Architecture &Planning, Inc. 19 Silver Lane East Hartford CT 06118 (860)568-4030 fax: (860)568-5129 e-mail:flb@flbarch.com web:www.fibamh.com TO: Marcia Banach Town of South Windsor r. _ FROM: Alan F. Lamson, AIA, AlCP DATE: September 6, 2007 RE: Evergreen Run — Parcel L Project No. 02808.21 Landscaping Following up on our conversation earlier today, we are forwarding a copy of the Planting Plan to you with markups indicating the changes we wish to make. The installation of the sign along the main driveway (south side of the property) will require us to remove some of the plantings that are in the vicinity of the sign. We also noticed that grass has not seeded will along the north side of the building near the west end. This is due to the shadow cast by the building and the shade from the trees on the adjacent property. We propose to mulch this area (approximately 25 feet X 60 feet) and relocate the plantings from the sign area to the west end of this mulched area. This will stabilize the slope along the north side of the building and maintain the total amount of planting on the property. Encl. Planting Plan L-1 revised (red markups) 9/6/07 c: file Spazzarini Construction w/ encl. P:\02808.20\F LB_M EMO\M B070906Sig n PI anting.Doc BOND RELEASE TRANSMITTAL DATE. Z( 1o( APPLICANT NAME i ADDRESS I ® � IA � ra �u VA- 3 Ts PROJECT LOCATION/ADDRESSV�<J �r1 LOT P&Z OR IWA/CC APPLICATION NUMBER SUB ACCOUNT NUMBER Soo 16 O� ORIGINAL BOND AMOUNT c� —(� � A S 0 0 c tb 3�,0367 Please release the bond indicated above as all of the required work has been completed. c-�Q /2-1-2-1NAME DATE ®b Bylla CHECK # ISSUED DATE HA)Planning Department\Holmes\fotms\BOND RELEASE TRANSMITTAL08-27-01.doc RECEIVED FUSS&O'NEILL APR 112007 Disciplines to Deliver SOUTH WiNBSOR PWMNG OUT. ❑146 Hartford Road,Manchester,CT 06040 ❑78 Interstate Drive,West Springfield,MA 01089 ❑275 Promenade Street,Suite 350,Providence,RI 02908 TEL:(860)646-2469 FAX:(860)533-5143 TEL:(413)452-0445 FAX:(413)846-0497 TEL:(401)861-3070 FAX:(401)861-3076 ❑56 Quarry Road,Trumbull,CT 06611 ❑610 Lynndale Court,Suite E,Greenville,NC 27858❑462 Dorothy Drive,King of Prussia,PA 19406 TEL:(203)374-3748 FAX:(203)374-4391 TEL:(252)355-1370 FAX:(252)355-8186 TEL: (610)337-2450 FAX:(610)337-2155 111419 Richland Street,Columbia,SC 29201 ❑24 Madison Avenue Extension,Albany,NY 12203❑80 Washington Street,Suite 301,Poughkeepsie,NY 12601 TEL:(803)376-6034 FAX:(803)376-6035 TEL:(518)218-0600 FAX:(518)518-0606 TEL: (800)394-8081 FAX:(845)452-5186 Letter of Transmittal To: Ms.Marcia Banach Date: April 10,2007 Town of South Windsor Project No: 96-481-C48-100 1540 Sullivan Avenue Re: Evergreen Run South Windsor,CT 06074 CO#7 Telephone No: 860-644-2511 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 4/10/07 Change Order#7 w/prints ® 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 C: Signed: Michelle M. Carlson,P.E. G:\P96\96481\C48(Parcel L CA)\Transmittals\Banach.doc Change Order No: 7 TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON: Michelle Carlson Phone No.:860-646-2469 Address: Fuss & O'Neill, 146 Hartford Rd., Manchester, CT 06040 Site Name: Evergreen Run P&Z No: 05-34P Owner: M/S Town Line Associates Phone No: (757) 422-5566 Contractor: Spazzarini Construction Signature of Owner: Date: Signature of Design Engineer: ����=�---� Date: CHANGE: (Describe location and nature of change. Include three (3) copies of plan/profile of change.) Remove dumpster and enclosure at east end of north building. RECEIVED OR 11 zov Reason for Change: (Why change is required) 6UTH 1NINDSOR P1AMMMP. The dumpster and enclosure at this location are not needed. APPROVALS: (as rei uired) Dir. of Planning Date: Town Engineer Date: 7.�,!& Dir. of Public Works Date: Other: Date: STAFF COMMENTS: c: Town Engineer Attachments: Director of Planning Coversheet G1.0.1 Revised 4/10/07 Engineering Dept. Plot Plan CS.1.1 Revised 4/10/07 FLB Fuss & O'Neill GAP96\96481\C48(Parcel L CA)\Change Orders\Change Order#7.DOC h Corres. (HQ) ,0*N SfN y * F 7-0 / � O-P S-0� ?d&U&Ot w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 x•co TELEPHONE (860) 644 2511 April 26, 2007 Mr. Michael Fournier Spazzarini Construction 50 Post Office Road Enfield, CT 06082 Dear Mr. Fournier: Re: Appl#05-34P, Evergreen Run Bond Release This is to advise you that the Planning and Zoning Commission voted on April 24, 2007 to release the erosion and sedimentation bond for the above-referenced project in the amount of$15,000. Enclosed is the original letter of credit that was posted for this bond. Very truly yours, PLANNING&ZONING COMMISSION B Patrick Kennedy, Chairman PK/mrl cc: Town Engineer 4 RECEIVED CONSTRUCTION COMPANY,INC. j,F 'I G ZUUI April 12, 2007 BgUTM Wa,.;cvtR PUANG DEPT. T 50 Post Office Koad Enfield;Gott►ic 06082 Michelle Lipe Town of South Windsor FRIx(8661745 Planning Department Wwwspzzarinl:cbm 1540 Sullivan Avenue South Windsor. CT 06074 Re: Letter of Credit Dear Ms. Lipe, On behalf of Spazzarini Construction Company,Inc., I would like to request a release of the $15,000 Letter of Credit for the Sediment and Erosion Control work on Parcel L at Evergreen Run. If you have any questions regarding this, I can be reached at(860) 745-5683. Thank you in advance for your assistance. Sincerely, C Michael B. Fournier vvatea vaay. CT Maj.Cont License 900331 CT P-7 License 208337 An Equal Opportunity Employer M/F 10'N N se., C __O� O-P S_0� ?d&U&Ot .1 fi ti s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 �OSoR-CO TELEPHONE (860) 644-2511 April 2,2007 MIS Town Line Associates LLC c/o Atty Laurence P. Rubinow 555 Main Street Manchester, CT 06040 Dear Mr. Rubinow: Re: Expiring Letters of Credits App105-34P, Evergreen Run The Planning and Zoning Commission is holding the following Letters of Credit: - ----- --PROJECTS BANK AMOUNT EXPIRATION Evergreen Run Savings Bank of Manchester $15,000 5/3/07 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendment promptly? Very truly yours, 1f, Michele fipe Assistant Director of Planning MRL/kah D, r v e r-e e Uj A� 64 M 97 MO �So� F� ��3� .El HUN 177771, r 4 FWWIS(existk* s� Z Note,Rsvlse exlstkg storefront as shorn.AWmklum framkg to match exlstklg.Clear Insulated glass. Awing Remove Tile and 7 Z �W a a South ElevotionwR P SCAAZ,V4'.V-0• S A-201 7,,777 tpW N SC � 074C sloam ?d&U&Ot G U 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR•COt, TELEPHONE (860) 644-2511 August 14, 2007 M/S Town Line Associates LLC c/o Atty Laurence P. Rubinow 555 Main Street Manchester, CT 06040 Dear Mr. Rubinow: Re: Expiring Letters of Credits App105-34P, Evergreen Run The Planning and Zoning Commission is holding the following Letters of Credit: PROJECTS BANK AMOUNT EXPIRATION Evergreen Run Alliance $5,000 9/l/2007 Landscaping In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendment promptly? Very truly yours, 1f J f Michele R. Lipe Assistant Director of Planning MRL/ma RECEIVED 'BUG 2 8 U07 SOUTH 4WINDSOR RANNING DEPT. FLB Architecture & Planning, Inc. 19 Silver Lane East Hartford CT 06118 (860)568-4030 fax: (860)568-5129 e-mail:flb@flbarch.com web:www.fibarch.com TO: Marcia Banach Director of Planning, Town qU1SouthyVlndsor FROM: Alan F. Lamson, AIA, AlCpa6v. DATE: August 27, 2007 RE: Evergreen Run — Parcel L Cash bond for drainage structure Project No. 02808.20 It is my understanding from both Jeff Doolittle and Ed Spazzarini that the sedimentation/ separation structure on the subject property has now been approved. Therefore, I am requesting that the $13,000 check bond from M/S Townline Associates that has been held by the Town be released. This was a bond request by the staff and not a bond placed as a result of PZC action. Therefore, I believe that you can release this check without action by the Commission. You may call me and we will pick it up or you may send it directly to M/S Townline Associates at 1109 Rose Lane, Virginia Beach, VA 23451. Please copy me on any correspondence. c: file Atty. Laurence P. Rubinow PA02808.20T LB_M EMO\M B070827.Doc i AUG, 27, 2007- 9:48AM SPAllARINI CONST CO 860-745-9024 NO, 483 P. IBM - . , , I k }=:= CO-NSTRUCTION COMPANY,INC. _} August 27, 2007 4a ¢3;. a sf , i -1 ` ` Michelle Lipe akQl82�._:Y: ! Town of South Windsor isa :� Wig._a r Planning Department 3'`'`C 1540 Sullivan Avenue yeMhV;SZZaII;Att1 ?. :: South Windsor, CT 06074 . _ ,_gip-; ,:�•= Re: Letter of Credit No. 332-436 Dear Ms. Lipe, u fi.v .:< On behalf of z_zarini Construction Company,Inc., I would Like to request a full F; rele of the$5 000 Letter of Credit for the landscaping work performed at ;:�.. -' __. E ergreen Ruh. If you have any questions regarding.this,I can be reached at(860) 745-5683. Thank you in advance for your assistance. V— Sincerely v =. , Michael B. Fournier A� - Controller = _ Fx ., ,1 g-Maj.CQft License.900331 CTP 7License:2Q833 An EqualOppatuniey Employer - - M/F 10W N Sf,q � e -J 07 y � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 �f�OsoR•c° TELEPHONE (860) 644 2511 September 15, 2007 Spazzarini Construction Inc. Michael B. Fournier 50 Post Office Road Enfield CT 06082 Re: Appl#05-34P, Evergreen Run Dear Mr. Fournier: This is to advise you that the Planning and Zoning Commission voted on September 11, 2007 to reduce the landscaping bond to $2,000. Please forward an amendment to the letter of credit we are currently holding showing this reduction at your earliest convenience If you have any further questions contact the Planning Department at 644- 2511, ext. 252. Thank you. Very truly yours, PLANNING&ZONING COMMISSION Patrick Kennedy, Chairman 4 PK/mrl cc: Town Engineer BOND RELEASE TRANSMITTAL DATE: CONTRACTOR/DEVELOPER NAME & ADDRESS , LUAJ Vl y c,, 1 " SS yvlcw;, Sb— PROJECT LOCATION/ADDRESS7�qi� LOT P&Z' OR .IAA/CC APPLICATION NUMBER a—— -3 SUB ACCOUNT NUMBER ,j v j o g ORIGINAL BOND AMOUNT Please release the bond indicated above as all of the required work has been completed. NAME DATE /0/Y107 BY .� CHECK. # ISSUED DATE S:\ENGINEER\FORMS\Office Forms\BOND RELEASE TRANSMITTAL.doc Change Order No: 8 TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON: Frank Hubenv Phone No.:(860)-568-4030 Address: FLB Architecture & Planning 19 Silver Lane East Hartford CT Site Name: Evergreen Run P&Z No: 05-34P. Owner: M/S Town line Associates _Phone No: 860 643-6100 Contractor: John Moriaritv & ,ss i tes Inc Signature of Owner/Agent: Date: 2 _ Signature of Design Engineer: 61 Date: CHANGE: (Describe location and nature of change. Include four (4) copies of plan/profile of change.) • Revision to southern fagade of north building • Replace existing window with storefront glass panel and exit door • Install new entrance door in existing storefront system Reason for Change: (Why change is required.) • Landlord's work to prepare tenant space according to building code requirements APPROVALS: as re ired) Dir. of Planning Date: - Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: CC: Town Engineer Attachments: Director of Planning A-201 Elevation _ 12/10/2007_ Engineering Dept. Title Date Spezzarini Construction Fuss & O'Neill Title Date Title Date Title Date P:\02808.20\ChangeOrder\Change Order#8.DOC 1 l f CONSTRUCTION COMPANY,INC. April 17, 2008 5(11034Office Michelle Lipe ErifId;CQgri`ec6cuto6082 Town of South Windsor F "(86d1/45: 4. Planning Department ;L.Sp'&zarinJ&om 1540 Sullivan Avenue South Windsor, CT 06074 Re: Evergreen Run Landscaping Letter of Credit Dear Ms. Lipe, On behalf of Spazzarini Construction Company, Inc., I would like to request a full release of the remaining $2,000 Letter of Credit for the landscaping work performed at Evergreen Run. If you have any questions regarding this, I can be reached at (860) 745-5683. Thank you in advance for your assistance. Sincerely, 1 Michae B. Fou ier Controller � 5 r Y t.M"0r Contractor \v\N\V Reg 9003 1 x • An Equal Opportunity Employer PLM.0203&7�P74 , M/F r �pW N SFq C� 7-0 O-P s-ate ?d S � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 r�Osox•c° TELEPHONE (860) 644-2511 s August 4, 2008 Michael B Fournier Spazzarini Construction Company, Inc. 50 Post Office Road Enfield, CT 06082 Dear Mr. Fournier: Re: Appl#05-34P, Evergreen Run This is to advise you that the Planning and Zoning Commission voted on July 22, 2008 to deny your request for the reduction of the landscaping bond for the above referenced project. The dead plantings must be replaced before the bond is released. Very truly yours, PLANNING&ZONING COMMISSION I�bvlrt_" Patrick Kennedy, Chairman PK/ma cc: Jeff Doolittle, Town Engineer ,0.N N St 44 COPY . .. O 5 � 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 SOR•c°�'`� TELEPHONE (860) 644-2511 August 4,2008 M/S Town Line Associates LLC c/o Atty. Laurence.P. Rubinow 555 Main Street Manchester, CT 06040 Dear Mr. Rubinow: 05---?c Re: Appl#04-34P, Evergreen Run This is to advise.you that the Planning and Zoning Commission voted on July 22, 2008 to deny your request for-the reduction of the landscaping bond for the above referenced project. The dead plantings must be replaced before the bond is released. Very truly yours, PLANNING&ZONING COMMISSION Patrick Kennedy, Chairman PK/ma cc: Jeff Doolittle, Town Engineer �0*N SF7-0� O-P S-0� V&U&at C U '1 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 sox•co TELEPHONE (860) 644-2511 January 14, 2009 Michael B Fournier Spazzarini Construction Company, Inc. 50 Post Office Road Enfield, CT 06082 Dear Mr. Fournier: Re: Appl#05-34P, Evergreen Run This is to advise you that the Planning and Zoning Commission voted on November 18, 2009 to release the landscaping bond for the above referenced project. Advance arrangements should be made to pick up the bond to ensure that the necessary contact person(s) will be available. If you have any further questions contact the Planning Department at 644-2511, ext. 252. Thank you. Very truly yours, PLANNING&ZONING COMMISSION Patrick Kennedy, Chairman PK/ma cc: Jeff Doolittle, Town Engineer lati-- J i P I OLE FLB Architecture & Planning, Inc. 19 Silver Lane East Hartford CT 06118 (860)568-4030 fax: (860)568-5129 e-mail:flb@flbarch.com web:www.fibamh.com LETTER OF TRANSMITTAL P:\02808.20\FI,B_TRAN\MB090917.Docx Date 9/17/2009 Project No. 02808.20 Attention To: Marcia Banach Project Evergreen Run 70/90 Buckland Road 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 2 Rev. SK-5 Evergreen Run-Additional parking spaces 9/16/09 Conceptual layout—Scheme 5 THESE ARE TRANSMITTED as checked below: ❑ As requested ❑ Approved ❑ Resubmit copies for approval E 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 retumec(after loan to us Remarks: Copy to: file Frank Hubeny,AICP If enclosures are not as noted,kindly notify us at once. Page 1 of 1 Banach, Marcia From: Banach, Marcia Sent: Tuesday, September 22, 2009 1:59 PM To: Frank Hubeny(fhubeny@flbarch.com) Subject: Evergreen Run Additional Parking Hi Frank, I reviewed the concept layout for additional parking at Evergreen Run with PZC Chair Pat Kennedy. He has no problem with the proposed solution (pavers). Feel free to prepare the change order&we'll get it executed ASAP. Marcia A banacti,AICF,Director of Flanning Town of joutk Windsor 1 540 Sullivan Avenue,jouth Windsor,CT o607+ 860-644-25 1 1 ext 253 marcia.banach@southwindsor.org 9/22/2009 dmomme'iVr 00 ` E SE'T Nam' N1l!✓A,!/S j 41ecft, O G a&P£A&wENT PROPOSED STORMWATER •� 4) O I PIPE 6FORDR4 NAGEAND M ik j EMERGEWYOVERFLOW APPROXIMATE fra&PP 222 ,, WETLAND IMPACT pq W 4 O a '�Ropps�0 If 3,500 SF C 000 Cv REtq ,N� (APPR. BY TOWN) ' 1 .+moo S& e MONu E � �-cA,yo ROAo 3001 � `�'� � � �wA�,. � ANS � � y� �, ``'`� � }' U �� "PHASE I I"gas s , too* `�, 'L!, OF PARKING ° ��a✓ Nr Ck f' ,� ON BASYN EASEMENT e +1 EXPANSION Cid E l f '�7 �r 4 \ • + 4 (D PENT f1 ` +.1 11 • / +f E Ch 1 Existing Parking I I2 CD New Spaces f 28 MAF.CMMOL ® >s Jo* f2 Deleted Spaces - 5 �, ° BOX T ®� T � 13 Balance I35 t� LO ,ri 3 % � � � � f Q e� °' ass $ Z j' rn nor �. fV = Prpse Tree 0z o � ?+��.r • � i � �R K�r 1K,r Permeable Pavers IMg / J m I I Striping All New r o ° g � • n e ping to be W a o IL Double Hairpin Striping ) / $ a l I 01;3 Change Order No: 10 TOWN OF SOUTH WINDSOR Nun STAFF SITE CHANGE GENERAL: NOW` FOR SITE & SUBDIVISION CHANGE ORDER CONTACT PERSON: Frank Hubeny Phone No.:(860)-568-4030 Address: FLB Architecture & Planning 19 Silver Lane East Hartford CT Site Name. Evergreen Run P&Z No: 05-34P Owner: M/S Town line Associates Phone No: (860) 643-6100 Contractor: S azzarini Construction Signature of Owner/Agent: - Date: Signature of Design Engineer: Date: r CHANGE: (Describe location and nature of change. Include four (4) copies of plan/profile of change.) • Phase I: Installation of areas with decorative and permeable pavers within the existing parking lot to create 12 additional parking spaces. Relocation of three trees in new configured landscaped islands and planting of six new trees in various locations of the site. • Phase 11: Construction of new parking area with 16 spaces on the east side of the north building and installation of new storm water inlets and pipes to accommodate new impervious area. Reason for Change: (Why change is required.) • The current mix of tenants creates periodically an unexpected and unusual high demand of parking spaces. It is the intent to construct Phase I before the Christmas season of 2009 and schedule Phase II depending on the future tenant mix and needs. APPROVALS: (as required) Dir. of Planning Date: /o Town Engineer Date: Dir. of Public Works I Date: Other: M l�a ,- es=s ,� Date: !� TV STAFF COMMENTS: CC: Town Engineer Attachments: Director of Planning G1.0.1 Cover Sheet 10/05//2009 Engineering Dept. Title Date Spezzarini Construction CG 1.3 Topographic & Landscape Plan 10/05/2009 _ Fuss & O'Neill Title Date P:\02808.20\ChangeOrder\CO#10 Rev_ParkingLot\Change Order#10.doc 1 pry Change Order No: 10 TOWN OF SOUTH WINDSOR STAFF SITE CHANGE �yATIONCflMMIS�IQN GENERAL: FOR SITE & SUBDIVISION CHANGE ORDER CONTACT PERSON: Frank Hubeny Phone No.:(860)-568-4030 Address: FLB Architecture & Planning 19 Silver Lane East Hartford CT Site Name: Evergreen Run P&Z No: 05-34P Owner: M/S Town line Associates Phone No: 860) 643-6100 Contractor: S azzarini Construction Signature of Owner/Agent: --i- Date: Signature of Design Engineer: Date: CHANGE: (Describe location and nature of change. Include four (4) copies of plan/profile of change.) • Phase I: Installation of areas with decorative and permeable pavers within the existing parking lot to create 12 additional parking spaces. Relocation of three trees in new configured landscaped islands and planting of six new trees in various locations of the site. • Phase II: Construction of new parking area with 16 spaces on the east side of the north building and installation of new storm water inlets and pipes to accommodate new impervious area. Reason for Change: (Why change is required.) • The current mix of tenants creates periodically an unexpected and unusual high demand of parking spaces. It is the intent to construct Phase I before the Christmas season of 2009 and schedule Phase II depending on the future tenant mix and needs. APPROVALS: (as required) Dir. of Planning Date: 4t) z Town Engineer Date: �o � >vI Dir. of Public Works Date: Other: Q M s! C>s=s p Date: STAFF COMMENTS: CC: Town Engineer Attachments: Director of Planning G1.0.1 Cover Sheet 10/05//2009 Engineering Dept. Title Date Spezzarini Construction CG 1.3 Topographic & Landscape Plan 10/05/2009 Fuss & O'Neill Title Date P:\02808.20\ChangeOrder\CO#10 Rev_ParkingLoAChange Order#10.doc 1 A/GWu T N�*4el4Vs 00 G a P£Ab£ Wr � ys� PROPOSED S7ORMWAMR b O PIPE (FORDR4IN4GEAND 0 I EMERGENCYOVERFLOkV ." 0 APPROX/MATE in GY&P 222 WETLAND/MPACT7EMP pq O 1� t 3,500 SF O 00 (� OSEO BETA ,No (APPR. BY TOWN) t \ C e �1 I' �. o etq-i,oyo R ��NE /�r MAO t Q 010 rn e Sir I t xon + i "PHASE 11 II � 1, 1 �� >r ��• �� o Jtft s OF PARKING \ Oil/ ON BASJN EASEMENTENT C1 B +1 EXPANSION Cts J t g ♦ 1 2 • +> 4 r CS �T. p ,KQ' ' 4 n , t 0 +' f(D +, O evr +> ° +f TER Z r Ln ' i s Existing Parking 112 Ck +� New Spaces f 28 \0MAF Jo, Deleted Spaces - 5 r ®� in COMOL BOX T. M � �. 0 13� Balance 135 o Y U s W , Z cn Ui v e• zor "WSW 0 � p ry v j. B• s• �i,�s.f� e o � 4*0, ' w P Proposed o ' � Permeable Pavers L A'D,gp m AS ;J A/I New Striping to be LU Q = 1 Double Hai in Stripingo a �/ I TOWN OF SOUTH WINDSOR Change Order No: 11(Rev) - STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON: Alan Lamson Phone No.:(860)-568-4030 Address: FLB Architecture & Planning, 19 Silver Lane East Hartford CT Site Name: Evergreen Run P&Z No: 05-34P Owner: M S Town line Associates Phone No: 860 643-6100 Contractor: Signature of Owner/Agent: Date: Signature of Design Engineer: Date: /(3 20 /a CHANGE: (Describe location and nature of change. Include four (4) copies of plan/profile of change.) • Installation of two (2) additional manholes and storm pipe connecting to an existing catch basin on the Lowe's driveway to increase the capacity of the existing on-site system for events exceeding 25-year storms. Reason for Change: (Why change is required.) • The proposed measures are intended to prevent flooding of the north building in case of very unusual and heavy rain events, meaning rains exceeding the 100-year storm design guidelines. APPROVALS: (as required Dir. of Planning Date:_ 5//yit( Town Engineer r+ i , Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: ► ?�3 S S P 6IJ I6 �f i Yf i /® � l y l ayiri„vt CC: Town Engineer Attachments: Dir nning G1.0.1 Cover Sheet 04/07/2010 n ineerin -pt. Title Date Fuss & O'Neill CG 1.4 Drainage Modification 04/12/2010 Title Date PA02808.20\ChangeOrder\CO#11 Rev_stormpipe\Change Order#11(Rev).doc 1 Change Order No: 12 TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON: Alan Lamson Phone No.:(860)-568-4030 Add ress: FLB Architecture & Planning, 19 Silver Lane, East Hartford, CT Site dame: Evergreen Run P&Z No: 05-34P Owner: M S Town line Associ s Phone No: (860) 643-6100 Contractor: To be selected aft r r 6r armroval Signature of Owner/Agent: Date: Signature of Design Engineer: Date: C o 1 i, CHANGE: (Describe location and nature of change. Include four (4) copies of plan/profile of change.) • Removal of landscape island at east end of north parking row, installation of nine (9) new parking spaces and deletion of two (2) existing parking spaces, expansion of landscaped island at end of landscaped area along the west side of the entrance driveway. Total landscaped area on the site will remain the same. Two of the new parking spaces on the north side of the new spaces will be paved with permeable pavers similar to what was previously done in the parking lot. Reason for Change: (Why change is required.) • The current mix of tenants continues to create periodically an unexpected and unusual high demand of parking spaces. It is the intent to construct this work before the Christmas season of 2010. APPROVALS: re ed) Dir. of Planning Date: 0/`7 /3 Town Engineer �� n�;,� �� Date:/y 4 Dir. of Public Works Date: Other: Date: STAFF COMMENTS: CC: Town Engineer Attachments: Director of Planning P-1 Parking Modifications 09/28/2010 Engineering Dept. Title Date Phil Forzley, Fuss & O'Neill Steven Mitchell, URS P:\02808.20\ChangeOrder\CO#12 Rev_ParkingLoAChange Order#12.doc 1 Change Order No: 12 TOW'V OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON: Alan Lamson Phone No.:(860)-568-4030 Add ress: FLB Architecture & Planning, 19 Silver Lane East Hartford CT Site flame: Evergreen Run P&Z No: 05-34P Owner: M S Town line Associales Phone No: (860) 643-6100 Con tractor: To be selected aft r r er aDDroval Signature of Owner/Agent: Date: Signature of Design Engineer: Ati Date: „� :1 v� CHANGE: (Describe location and nature of change. Include four (4) copies of plan/profile of change.) • Removal of landscape island at east end of north parking row, installation of nine (9) new parking spaces and deletion of two (2) existing parking spaces, expansion of landscaped island at end of landscaped area along the west side of the entrance driveway. Total landscaped area on the site will remain the same. Two of the new parking spaces on the north side of the new spaces will be paved with permeable pavers similar to what was previously done in the parking lot. Reason for Change: (Why change is required.) • The current mix of tenants continues to create periodically an unexpected and unusual high demand of parking spaces. It is the intent to construct this work before the Christmas season of 2010. APP ROYALS: (at, re uir Dir. of Planning Date: Town Engineer ,, Date: iv, y/1,; Dir. of Public Worksf Date: Other: Date: STAFF COMMENTS: CC: Town Engineer Attachments: Director of Planning P-1 Parking Modifications 09/28/2010 Engineering Dept. Title Date Phil Forzley, Fuss & O'Neill Steven Mitchell, URS Recelveo SEp 3 0 2010 P:\02808.20\ChangeOrder\CO#12 Rev_ParkingLot\Change Order#12.doc SOU-rH1 E�EERING pepr