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03-96P Eagle Run Spec Ex/Site Plan
TOWN OF SOUTH WINDSOR PLANNING& ZONING COMMISSION j APPLICATION FORM Application No: Official Receipt Date: o 4 20U, Receipt No: ���.� _ .:• APPLICANT: 446fAkI40 lg(llLb6lQ lk, I&I 6G1ING OA1 R.O. �QU l�II��O(f0/Q� C 0(p0 PROJECT NAME: C466C kUA1 - � AG 1y dQor 6q*&1A0Tf ADDRESS: S#t f 6'0 A(Prif k r RDA-6 OWNE OF RECORD ON LAND RECORDS: ri IF�J: �N�Y J. 6 L11 lQ jj �{ ,_.��5 ^l E✓�a .c , J OU TI1 GJ Tot ;Asf)RESS: #�5� : JEAN �C. OArRI� , 6645 *V6kf Ro , kfoU7� cJl,✓,6TJk, Gf 060711- COMPLETE LOCATION OF PROPERTY: Or 7r57 WF747/Q C I(,O. (;V r Tt4e ASSESSOR'S MAP PARCEL# 3 f 5� ZONE k) NAME, ADDRESS, TEL& FAX # OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: GGyQ,O A f d G lA f ,46 , "/0 ilk• q rG F 0A1 4. &rdlk A 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 4• 1• l Z (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) (Public Hearing Required) ❑ Temporary and Conditional Permit for (Public Hearing Required) ❑ Major Home Occupation for (Public Hearing Required) ❑ Other (explain in detail) An Application Pending sign is required to be posted on the property for all applications ten (10) days n prior to being heard by the Commis.�r �J i$ b�- Signature of Appli t Signature of ro erty wne 5 g� t 2003 Alford Associates, ■ WILSON M.ALFORD,SR.,P.E.&LS. ' ■ WILSON M.ALFORD,JR.,P.E.&L.S. ENGMEERS AF SURVEYORS AF PLANNERS ■ CHRISTIAN L ALFORD,P.E.&LS 200 PIGEON HILL ROAD ■ P.O.BOX 484 ■ WINDSOR ■ CT 06M ■ PHONE(860)US-7288 ■FAX(860)688-M ■ALFORD@SNET.NET December 18, 2003 Property Owner (Certified Mail) Re: Proposed "Eagle Run"- An Active Adult.Community 548 & 558 Nevers Road, South Windsor, CT Applicant- Mannarino Builders, Inc. Owners- Wendy J. Despard and Jean K. Patria Dear Property Owner: In accordance with Section 7.313 of the "Town of South Windsor Inland Wetland/Watercourse and Conservation Regulations" and in accordance with Section 3.20 of the "South Windsor Zoning Regulations", we are required to notify you that applications have been filed on the property abutting yours or within 500 feet and are subject to hearings by the Inland Wetlands Agency/ Conservation Commission and the Planning and Zoning Commission. The applications and plans are on file with the South Windsor Planning Department. As an abutting property owner, you are invited to the hearings to ask questions and/or give comments, however you are .not required to attend. You may also submit written comments regarding the application prior to hearing if you so desire. For further information regarding the specific date this will be heard, please contact the Planning Department or Jeff Folger, Environmental Planner/Conservation Officer at 644-2511, ext. 252 or 229. Thank you. Very truly yours, Wilson M. Alford, Jr. Alford Associates, Inc. OWNERS OF PROPERTIES WI THIN 500 FEET OF DEC 1 2ow "EAGLE RUN" AC77VE ADULT COMMUNITY - NOTE. ALL ADDRESSES REFER TO THE TOWN OF SOUTH WINDSOR, CT 06074, UNLESS OTHERWISE NOTED. PARCEL IDENTIFICA TION OWNER MAILING ADDRESS 113 39 523 THOMAS J. & DIANE M. FERRICK 485 NEVERS ROAD 113 40 BRONISLAW & TEKLIA HANCHUK 510 NEVERS ROAD 113 41 BERNICE M. RUSSO 44 MILLER ROAD 114 3 ARTHUR D. & BARBARA E. WILLIAMS 80 MILLER ROAD 114 9 3 DIRK M. & BRENDA R. BAARS P.O. BOX 767 114 10 4 KEITH A. & PAMELA J. HOVLAND 47 CAMBRIDGE DRIVE 114 11 28 ROY & RISA L. FILKOFF 56 CAMBRIDGE DRIVE 114 12 29 KENNETH D. & ANN M. KEAVENY 44 CAMBRIDGE DRIVE 125 38 1 RICHARD L. & EMILY E. CARTER 605 NEVERS ROAD 125 49 DOUGLAS JOHNSON, TRUSTEE 33 MURIELLE DRIVE 125 50 11 SCOTT R. HUBBARD 39 WOOD POND ROAD 125 51 10 MARIA G. YONIKA 29 WOOD POND ROAD 125 52 9 FRANK W. & MARY DZEN 15 WOOD POND ROAD 125 55 DAVID A. PATRIA 565 NEVERS ROAD 125 56 2 DAVID PATRIA 565 NEVERS ROAD 125 64 CATHOLIC CEMETERIES ASSOCIATION 700 MIDDLETOWN AVENUE OF THE ARCHDIOCESE OF NORTH HAVEN, CT 06473 HARTFORD INC. 126 61 27 GABE & JENNIE HATHORN 80 CAMBRIDGE DRIVE 126 62 5 WAYNE & DENISE SOMERO 53 CAMBRIDGE DRIVE 126 63 6 RALPH E. & BERTHA L. REUSS 69 CAMBRIDGE DRIVE 126 64 OS TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE 126 65 7 STEVEN R. & BARBARA S. BERGREN 77 CAMBRIDGE DRIVE 126 66 8 DEBORAH A. SHELBY 83 CAMBRIDGE DRIVE 126 78 2 JAMES T. & MONICA M. WHITE 132 WOOD POND ROAD 126 79 3 RALPH C. & AMY R. PATTERSON 120 WOOD POND ROAD 126 80 4 JOHN M. HALLORAN 110 WOOD POND ROAD 126 81 5 RICHARD D. HUBENY 100 WOOD POND ROAD 126 82 6 HILARY KOZLOWSKI 90 WOOD POND ROAD 126 83 7 MAXINE ELANSKY 80 WOOD POND ROAD 126 84 8 RONALD J. & DOLORES C. GIROUX 70 WOOD POND ROAD 126 85 12 ROBERT L. VETERE 49 WOOD POND ROAD 126 86 13 WALTER E., II & MARILYN M. EDSTROM 63 WOOD POND ROAD 126 87 14 GERALD R., JR. & DEBORAH A. TAVERNIER 73 WOOD POND ROAD 126 88 15 ANDREW A. & MAUREEN C. ZADANY 9 RUSTIC LANE 126 89 16 THOMAS & KATHERINE MAGEE 25 RUSTIC LANE 126 90 17 PAUL T. & ELIZABETH F. WICKS 35 RUSTIC LANE 126 95 22 KENNETH R. & KATHY L. JESKI 7 FOX HILL ROAD 126 101 28 ASHA SINGH 18 FOX HILL ROAD 126 102 29 MICHAEL D. & KATHERINE P. KASUN 105 WOOD POND ROAD 126 103 30 R. JAY & BARBARA MOLLEUR 117 WOOD POND ROAD 126 104 31 MARCIA LEE & JAMES E. JARVIS 125 WOOD POND ROAD 1.1 Cl r� , i`ri- ( L.U U` Traffic Engineers SaluUens.P.C. 193 Lexington Road Glastonbury, CT 06033 (860) 657-3579 December 22,2003 Robert Mannarino Mannarino Builders 1169 Ellington Road South Windsor, CT 06074 Dear Mr.Mannarino: Traffic Engineering Solutions has completed a study to determine the operating Level of Service and adequacy of intersection sight distances at the access road to Eagle Run,a 20 home Active Adult Community located along the east side of Nevers Road in South Windsor. The following work was included in this study: • Making 24-hour directional machine counts on Nevers Road about 450 feet south of Wood Pond Road(approximately 200 feet south of the site access road). The count included a directional speed study to determine the 85th percentile speed of travel in each direction on Nevers Road(85th percentile speed was used to determine the intersection and stopping sight distances for vehicles entering and leaving the site). • Making visual observations of roadways and land use conditions along Nevers Road in the vicinity of the site. • Determining the number of trips expected to be added to the roadway system by the proposed 20 Active Adult Homes. • Completing morning and afternoon peak period capacity analyses for the intersection of Nevers Road at the site access road to determine the operating Levels of Service (LOS)for the future traffic volumes anticipated upon completion of the Active Adult Homes in Eagle Run. • Comparing the intersection sight distance shown on the profile prepared by Alford Associates for drivers looking left(south)from the site access road onto Nevers Road with the Connecticut DOT Guidelines for Intersection Sight Distances for the 85-- percentile speeds determined from the speed study made for Nevers Road. Existing Conditions Mannarino Builders proposes to build 20 homes in Eagle Run,an Active Adult Community for"Seniors"who are at least 55 years old and remain able to care for themselves,but cAbusiness\Mannarino-Nevei s utcipt.doe are seeking a home with lower maintenance requirements. The site is situated along the east side of Nevers Road approximately 240 feet south of Wood Pond Road. Nevers Road in the vicinity of the site varies in width from 22 to 24 feet. There is a single lane of travel in each direction with a double yellow center line separating the two directions of travel The posted speed limit on Nevers Road in the vicinity of the site is 35 miles per hour. Nevers Road is straight and gently rolling in the vicinity of the site. North of the site the road goes down a slight hill, and south of the site the road goes up a small hill which crests approximately 450 feet south of the site drive. A twenty-four hour machine count was made on December 16, 17 and 18, 2003 on Nevers Road just south of the site. The traffic count indicates that the daily traffic volume on Nevers Road is 1,526 vehicles. The morning peak hour of travel occurred from 9:00 AM to 10:00 AM when 129 vehicles traveled Nevers Road(54 vehicles traveled northbound and 75 traveled southbound). The afternoon peak hour occurred from 5:00 PM to 6:00 PM when 135 vehicles traveled Nevers Road(95 northbound and 40 southbound). The machine count included a speed study which indicated that the 85 h percentile speed of travel on Nevers Road is 44 miles per hour for both northbound and southbound travel. Trip Generation New trips to the roadway system generated by the proposed Eagle Run Active Adult Community were determined from the Institute of Transportation Engineers(ITE)reference,Trip Generation'. The ITE reference has established mathematical relationships based on studies of various land uses to determine their trip generation rates. These trip generation relationships have been standardized and published in the Trip Generation reference. The proposed 20 Active Adult Homes are being developed for"Seniors"who are at least 55 years old. The ITE reference provides trip generation information for several related land uses for senior housing including: "Retirement Community"and`Elderly Housing—Detached". The ITE reference also provides trip generation information for standard housing including"Single- Family Detached Housing". The trips generated by the 20 Detached Homes were calculated for Senior Housing and Standard Housing to provide a comparison of the number of trips Senior and Standard housing would generate. The trip generation was based on Land Use Codes 251 -"Elderly Housing— Detached"and 210-"Single Family Detached Housing". The following trip generation relationships were used to determine the number of daily,and morning and afternoon peak hour trips that would be generated by the proposed Eagle Run Active Adult Community and by a similar size standard residential development. The results are summarized in Tables 1 and 2. Senior Housing Elderly Housing—Detached(20 Homes) Average Weekday Trips Not Available Morning Peak Hour 0.21 Trips per Unit 36/64 Afternoon Peak Hour 0.23 Trips per Unit 64/36 where T is the number of trips and X the number of detached homes 1 Trip Generation Sixth Edition published by the Institute of Transportation Engineers,1997 cAbusiness\Mannarino-Nevers\ltrrpt.doc 2 Standard Housing Single-Family Detached Housing(20 Homes) Average Weekday Trips Ln(T)=0.920 Ln(X)+2.707 Morning Peak Hour T=0.700(X)+9.477 25/75 Afternoon Peak Hour Ln(T)=0.901 Ln(X)+0.527 64/36 where T is the number of trips and X the number of detached homes Table 1 -Trip Generation Senior Housing Trips Entering Trips Leaving Daily Morning Peak Hour 2 3 Afternoon Peak Hour 3 2 Table 2-Trip Generation-Standard Housing Trips Entering Trips Leaving Daily 118 118 Morning Peak Hour 6 18 Afternoon Peak Hour 16 9 Tables 1 and 2 show that the number of trips generated during the peak hours is considerably less for Senior Housing than for the same size single-family residential community with no age restrictions. Because many people continue working well past their fifty-fifth birthday, and since the trip generation information for the residential use with no age restrictions is higher (more conservative),the Trip Generation estimates for standard housing were used for the proposed 20 homes in the Eagle Run Active Adult Community. The capacity analyses completed for this study used the higher number of generated trips present in Table 2 to provide a conservative(worst case)evaluation of the operating Levels of Service Capacity Analyses Capacity Analyses Capacity Analyses were done to determine the anticipated quality of traffic operations at the intersection Nevers Road and the site access road. Letter designations from A to F are used to represent the Levels of Service(LOS)for the traffic operation at each intersection or roadway, with LOS A representing the best operating conditions and LOS F the worst. The Level of Service for unsignalized intersections with STOP control on the minor street assumes that through and right-turning traffic on the main street is not affected by traffic on the side street(s). Thus,the LOS designation is for the movements on the side street and the left-turn movement from the main street onto the side street. Levels of Service are defined by the average delay per vehicle as indicated below. 6business\Mazmarino-Neversltrrpt.doc 3 Unsianalized Intersections Level of Service Avg. DelaylVehicle (in Seconds) LOS A < 10.0 LOSB > 10.0 and< 15.0 LOS C > 15.0 and<25.0 LOS D >25.0 and<35.0 LOS E >35.0 and<50.0 LOS F >50.0 Level-of-service capacity analyses were completed for the 2005 Build conditions for the intersection of Nevers Road at the site access road. The year 2005 analyses assume a two year buildout for the homes in Eagle Run. The 2005 traffic volumes on Nevers Road were determined by applying a two percent compounded annual growth factor(totaling 104.04%growth for two years)to the 2003 through traffic volumes on Nevers Road to account for growth that may occur in the area. Trips generated by the 20 new Active Adult homes were added to the 2005 traffic volumes on Nevers Road assuming that seventy-five percent of the new trips would travel to and from the south and fifty percent would travel to and from the north on Nevers Road. This approach provides a conservative analysis of the impact from the site trips as the total number of trips assigned to the roadway system represents 125%of the generated trips. The results of the capacity analyses are presented in Table 3. Table 2: Unsignalized Intersection Capacity Analysis 2005 Build Location H� Delay LOS Nevers Road at Donna Drive S-Bd Left Turn AM 7.3 A W-Bd Site Access Road Peak 9.2 A S-Bd Left Turn PM 7.5 A W-Bd Site Access Road Peak 9.3 A Delay= Average stopped delay,in seconds,to all vehicles entering the intersection or to vehicles making the specified turn. Table 3 shows that left turns from Nevers Road onto the site access road and the site access road approach to Nevers Road will operate at Level of Service(LOS)A during the morning and afternoon peak hours upon completion of the proposed 20 Active Adult homes. Site Access Access to the twenty Active Adult homes will be provided by an access road located along the east side of Nevers Road approximately 250 feet south of Wood Pond Road. Visual observations were made at the location of the site access road,and Alford Associates prepared a sight line profile for drivers looking left(south)from the access road onto Nevers Road. The Intersection Sight Distance shown on the sight line profile is 437 feet. The visual observation cAbusiness\Mannarino-Nevers\ltrrpt.doc 4 indicates that the sight distance looking to the right(north)from the site access road is greater than 600 feet. The sight distance for Stopped Vehicle Turning Left Across Oncoming Traffic(derived from the sight line profile)is more than 435 feet. The posted speed limit on Nevers Road in the vicinity of the site is 35 miles per hour (mph). The speed study conducted for Nevers Road at the site frontage found that the 85th percentile speed(the speed at which 85 percent of all drivers travel at or less than)is 44 mph for both northbound and southbound travel. The Connecticut DOT presents Minimum and Upper standards for intersection sight distances(ISD)in their January 1999 Highway Design Manual. The ConnDOT guidelines are presented in metric,which required that the prevailing speeds be converted to kilometers per hour. Figure 11-21)of the ConnDOT Guidelines presents ISD information for each 10 kph increment for speeds between 40 and 100 kph. The Intersection Sight Distance available to drivers looking left from the site access road onto Nevers Road(437 feet)equals the Minimum(437 feet)ISD presented in the ConnDOT reference for vehicles traveling northbound on Nevers Road at the 85 ' percentile speed of 44 mph. The Intersection Sight Distance available to drivers looking right from the site access road onto Nevers Road(more than 600 feet)is greater than the Upper ISD of 617 feet presented in the ConnDOT reference for vehicles traveling southbound on Nevers Road at the 85th percentile speed of 44 mph. A second sight distance measured for this study is for Stopped Vehicle Turning Left Across Oncoming Traffic. According to Figure i 1-2F of the ConnDOT Guidelines,vehicles turning left from Nevers Road onto the site access road should be able to see 342 feet. The 437 feet available to drivers making the left turn from Nevers Road onto the site access road is far greater than the distance required by the ConnDOT reference for vehicles approaching from the opposite direction at the 85`h percentile speed of 44 mph. The Stopping Sight Distance for vehicles approaching from the rear of the vehicle turning left onto the site access road should be approximately 377 feet. The available Stopping Sight Distance(more than 600 feet)is far greater than the required Stopping.Sight Distance. All sight distances available to drivers entering and leaving the proposed site access road meet or exceed the Minimum standards presented in the Connecticut DOT Highway Design Manual for the prevailing travel speeds on Nevers Road. The Intersection Sight Distance looking left from the site drive meets the Minimum requirements and all other sight distances exceed the Upper requirements. Conclusions Eagle Run,an Active Adult Community for"Seniors"who are at least 55 years old is proposed for the east side of Nevers Road approximately 240 feet south of Wood Pond Road in South Windsor. Access to the Active Adult homes will be provided by an access road located along the east side of Nevers Road about 250 feet south of Wood Pond Road. The trip generation information included in the ITE Trip Generation reference for Single Family Detached Housing was used to determine the number of new trips anticipated from the proposed 20 Active Adult homes within Eagle Run. The study assumed that the Active Adult Community would be constructed over a period of two years. Capacity analyses were done for the intersection of Nevers Road at its intersection with the site access road for the 2005 Build conditions. The trips generated by the single family homes were distributed to the roadway system by assuming seventy-five percent of the new trips would travel to and from the south and fifty percent would travel to and from the north on Nevers cAbusiness\Mammino-Nevers\lhrpt.doc 5 Road,providing a conservative estimate of the impact expected from the Active Adult Community-. The capacity analyses found that left turns from Nevers Road onto the site access road,and the site access road approach to Nevers Road will operate at the best Level of Service A during the morning and afternoon peak hours upon completion of the proposed 20 homes. Alford Associates prepared a sight line profile for drivers looking left(south)from the access road onto Nevers Road. The Intersection Sight Distance shown on the sight line profile is 437 feet. Visual observation and field measurement indicates that the sight distance looking to the right(north)from the site access road is greater than 600 feet.The Intersection Sight Distance looking left from the site drive meets the Minimum ISD requirements and all other sight distances exceed the Upper requirements presented in the ConnDOT Highway Design Manual for vehicles traveling at the 85`l percentile speeds on Nevers Road.. Since traffic operations at the intersection of Nevers Road at the site access road will be very good Levels of Service A for left turns from Nevers Road onto the site access road and for the site access road approach to Nevers Road, and adequate sight distances are available at the site access road to provide drivers the visibility needed to safely enter and leave the site,no offsite improvements are suggested by this study as a result of the added traffic generated by the proposed Eagle Run Active Adult Community. There will be no noticeable impact on traffic flow or traffic operations on Nevers Road as a result of the proposed Eagle Run Active Adult Community. If during the review of the information included in this letter you have any questions, please call me. Very truly yours, TRAFFIC ENGINEERING OLUTIONS,P.C. Bruce A.Hillson,P.E. cAbusiness\Mannarino-Nevet AUVt.doc 6 EXISTING TRAFFIC VOLUMES AND SPEED STUDY Connecticut Counts Inc. Kensington, Connecticut 06037 Nevers Road South of Wood Pond Road (860)828-1693 Site Code: 303 Station ID: South Windsor, Connecticut Latitude:0' 0.000 Undefined Northbound Start 0 16 21 26 31 36 41 46 51 56 66 71 76 85th 95th 61 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent x 12/16/03 # # # 01:00 * # x x x # # 02:0003: k M x k # # # # # * * * # * * * 04:00 x # # k # # # 05:00 # # x x # # 06:00 k * k # # # * # 07:00 x # # # # # 08:00 x k x x # 09:00 # # k # # # * * * x x * k # 10:00 # # * # x x # # # # # # # # 11:00 12PM # * * * * * * * * * * # # 1300 * x x x x x x # # # # 14:00 * # 15:00 0 0 1 0 9 26 18 5 1 0 0 0 0 0 60 44 48 16:00 0 0 0 1 11 24 15 9 1 0 0 0 0 0 61 46 49 17:00 1 0 0 3 22 36 10 7 1 0 0 0 0 -0 80 43 47 18:00 0 0 0 5 23 31 23 3 1 0 0 0 0 0 86 43 45 19:00 0 0 0 3 11 13 8 3 0 0 0 0 0 0 38- 43 46 20:00 0 0 0 4 20 24 15 1 0 0 0 0 0 0 64 42 45 21:00 0 - 0 0 9 8 23 12 0 0 0 0 0 0 0 44 42 44 22:00 0 0 0 1 6 12 8 1 0 0 0 0 0 0 28 43 45 23:00 0 0 0 0 10 7 3 2 0 1 0 0 0 0 23 43 47 Total 1 0 1 18 120 196 112 31 4 1 0 0 0 0 484 3.7% 24.8%. 40.5% 23.1% 6.4% 0.8% 0.2% 0.0% 0.0% 0.0% 0.0% Percent 0.2% 0.0% 0.2% AM Peak Volume 18:00 PM Peak 17:00 15:00 18:00 18:00 17:00 18:00 16:00 15:00 23:00 86 Volume 1 1 5 23 36 23 9 1 1 Page 1 Connecticut Counts Inc. Kensington, Connecticut 06037 Nevers Road South of Wood Pond Road (860) 828-1693 Site Code: 30 Station ID:: South Windsor, Connecticut Latitude: 0'0.000 Undefined Northbound Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 Percent 9f Percent Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total n 12/17/03 0 --6-0 0 0 2 1 0 1 0 0 0 0 0 4 41 51 01:00 0 0 0 0 1 1 1 0 0 0 0 0 0 0 3 41 41 02:00 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 36 36 03:00 0- 0 0 0 0 0 1 0 0 0 0 0 0 0 1 41 41 04:06 0 0 0 0 1 1 1 0 0 0 0 0 0 0 3 41 41 05:00 0 0 0 0 1 0 1 0 0 0 0 0 0 0 2 41 41 06:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 26 26 07:00 0 0 0 1 4 4 4 1 1 0 0 0 0 0 15 44 50 08:00 0 0 0 4 6 11 9 4 1 0 0 0 0 0 35 45 48 09:00 0 0 0 0 8 27 14 6 0 0 0 0 0 0 54 44 .47 10:00 0 0 0 1 4 7 4 1 0 0 0 0 0 0 17 42 44 11:00 0 1 0 0 2 10 8 2 0 0 0 0 0 0 23 44 46 12 PM 0 1 0 1 1 15 10 4 2 1 0 0 0 0 35 47 51 1300 0 0 0 3 12' 25 12 1 2 0 0 0 0 0 55 43 45 14:00 0 0 0 2 15 16 13 1 0 0 0 0 0 0 47 43 45 15:00 0 1 0 2 11 23 9 1 0 0 0 0 0 0 47 42 44 16:00 1 0 1 4 16 22 11 7 1 1 0 0 0 0 64 45 49 17:00 1' 0 2 7 46 28 11 1 0 0 0 0 0 0 95 40 43 18:00 0 0 1 8 38 29 3 3 0 0 0 0 0 0 82 39 44 19:0.0 0 0 2 4 14 16 8 0 1 0 0 0 0 0 45 41 44 20:00 0 0 1 6 21 23 7 0 0 0 0 0 0 0 58 40 42 21:00 0 0 0 10 13 18 6 2 0 0 0 0 0 0 49 41 45 22:00 0 0 0 3 9 8 7 3 0 0 0 0 0 0 30 43 46 23:00 0 0 0 0 6 9 , 6 2 0 0 0 0 0 0 23 44 46. Total 2 3 7 57 228 296 147 38 9 2 0 0 0 0 789 Percent 0.3% 0.4% 0.9% 7.2% 28.9% 37.5% 18.6% 4.8% 1.1% 0.3% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 08:00 09:00 09:00 09:00 09:00 00:00 09:00 Volume 1 4 8 27 14 5 1 54 PM Peak 16:00 12:00 17:00 21:00 17:00 18:00 14:00 16:00 12:00 12:00 17:00 Volume 1 1 2 10 45 29 13 7 2 1 95 Page 2 Connecticut Counts Inc. Kensington, Connecticut 06037 Nevers Road South of Wood Pond Road (860) 828-1693 Site Cade: 303 Station ID: South Windsor, Connecticut Northbound Latitude: 0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 3 0 0 0 1 2 2 0 0 0 0 0 0 0 0 5 36 37 12/18/0 2 0 0 0 0 0 01 03 0 0 0 0 0 1 0 0 3 42, 42 02:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 31 31 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 04:00 0 0 0 0 1 0 1 0 0 0 0 0 0 0 2 41 41 05:00 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 36 36 0 :00 0 0 0 1 1 1 0 0 0 0 0 0 0 0 3 36 36 06:00 0 0 0 1 2 4 0 2 1 0 0 0 0 0 10 46 47 08:00 0 0 0 0 13 9 5 3 1 0 0 0 0 0 31 44 47 1 0 3 4 19 17 2 1 0 1' 0 0 0 49 44 47 10:00 1 22 45 47 10:00 0 0 0 0 4 7 8 2 1 0 0 0 0 0 11:00 1 0 0 1 8 6 8 4 1 0 0 0 0 0 29 " 46 49 12 PM 0 0 0 2 4 15 15 9 2 0 0 0 0 0 47 47 50 13:00 0 0 0 1 8 19 13 5 0 0 0 0 0 0 46 44 48 14:00 0 0 0 2 5 7 15 7 0 1 0 0 0 0 37 46 49 15:00 * * 16:00 « * * * * * * * * * * 17:00 19:00 * * * * * * « 21:00 22:00 * * * * * 286 23.00 O O12 53 O 91 Q O 0 O Q Percent 0.7% 0.3% 0.0% 4.2% 18.5 0 31.8/0 29.8 0 11.9 0 2.4/0 0.3% 0.3% 0.0% 0.0% 0.0% ��49 :00 AM Peak 09:00 09:00 09:00 08:00 09:00 09:00 11:00 07:00 09:00 Volume 1 1 3 13 19 17 4 1 1 49 PM Peak 12:00 13:00 13:00 12:00 12:00 12:00 14:06 12:00 Volume 2 8 19 15 9 2 1 47 Grand 5 4 8 87 401 583 343 103 20 4 1 0 0 0 1559 Total Percent 0.3% 0.3% 0.5% 5.6% 25.7% 37.4% 22.0% 6.6% 1.3% 0.3% 0.1% 0.0% 0.0% 0.0% 15th Percentile: 32 MPH 50th Percentile: 38 MPH 85th Percentile: 44 MPH 95th Percentile: 48 MPH Statistics 10 MPH Pace Speed: 31-40 MPH Number in Pace: 984 Percent in Pace: 63.1% Number of Vehicles>35 MPH: 1054 Percent of Vehicles>35 MPH: 67.6% Mean Speed(Average): 38 MPH Statistics Mean Speed(Average): 38 MPH 10 MPH Pace Speed: 31-40 MPH Number in Pace: 984 Percent in Pace: 63.1% Page 3 Connecticut Counts Inc. Kensington, Connecticut 06037 Nevers Road South of Wood Pond Road (860)828-1693 Site Code: 303 South Windsor, Connecticut Station ID: Southbound Latitude: 0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 12/16/03 01:00 * * * * * # * # # # * * * * # 000 k * # 03:00 * '* 04:00 * * * * * * k 05:00 # * * * * * * 08:00 * * * * * * * * * * * * # 09:00 11:00 * * * * * * * # 12 PM * * * # * * # * * # * * * # 13:00 14:00 * * * * * * * * k * * * * * # 15:00 0 0 1 2 7 23 12 4 1 0 0 0 0 0 50 44 47 16:00 1 0 1 2 15 23 19 4 1 1 0 0 0 0 67 44 48 17:00 0 0 0 6 6 19 10 3 0 0 0 0 0 0 44 43 46 18:00 0 0 0 4 16 25 6 1 0 1 0 0 0 0 53 40 44 19:00 0 0 0 4 10 23 8 2 0 0 0 0 0 0 47 42 45 20:00 0 0 0 3 12 6 6 1 0 0 0 0 0 0 28 42 45 21:00. 0 0 0 0 5 8 5 0 0 0 0 0 0 0 18 42 44 22:00 0 0 0 0 1 3 5 1 0 0 0 0 0 0 10 44 45 23:00, 0 0 0 0: 3 4 2 1 0 0 0 0 0 0 10 41 42 Total 1 0 2 21 75 134 73 17 2 2 0 0 0 0 327 Percent 0.3% 0.0% 0.6% 6.4% 22.9% 41.0% 22.3% 5.2% 0.6% 0.6% 0.0% 0.0% 0.0% 0.0% AM Peak Volume PM Peak 16:00 15:00 17:00 18:00 18:00 16:00 15:00 15:00 16:00 16:00 Volume 1 1 6 16 25 19 4 1 1 67 Page 5 Connecticut Counts Inc. Kensington, Connecticut 06037 Nevers Road South of Wood Pond Road (860) 828-1693 Site Code: 303 Station ID: South Windsor, Connecticut Latitude: 0'0.000 Undefined Southbound Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 12/17/03 0 0 0 0 0 0 1 -0--0 0 0 0 0 0 1 41 41 01:00 0 0 0 0 0 4 1 0 0 0 0 0 0 0 5 39 41 02:00 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 41 41 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 x 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 4 1 0 0 0 0 0 0 0 5 39 41' 06:00 0 0 0 0 4 4 4 0 0 0 0 0 0 0 12 42 43 07:00 0 0 1 8 23 28 17 2 1 0 0 0 0 0 80 42 45 08:00 0 0 1 3 19 24 23 10 0 1 0 0 0 0 81 45 49 09:00 0 0 2 3 12 34 10 13 1 0 0 0 0 0 75 46 49. 10:00 0 0 0 1 5 19 5 3 0 0 0 0 0 0 33 43 46 11:00 0 0 0 4 12 12 5 2 0 0 0 0 0 0 35 42 45 12 PM 0 0 0 2 6 21 11 4 0 0 0 0 0 0 44 44 47 13:00 0 0 1 6 9 10 5 5 0 0 0 0 0 0 36 45 48 14:00 0 0 2 5 11 13 6 1 0 0 0 0 0 0 38 41 44 15:00 0 0 1 4 8 13 7 2 0 0 0 0 0 0 35 . 42 45 16:00 0 0 0 7 15 21 9 4 0 0 0 0 0 0 56 43 46 17:00 0 1 1 6 16 13 3 0 0 0 0 0 0 0 40 39 41 18:00 1 1 2 12 20 11 5 0 0 0 0 0 0 0 52 39 42 19:00 0 1 2 6 15 9 6 2 0 0 0 0 0 0 41 41 45 20:00 0 0 0 5 13 12 3 0 0 0 0 0 0 0 33 39 41 21:00` 0 0` 01 1 4 4 3 0 0 0 0 0 0 0 12 41 42 22:00 0 0 1 2 5 5 4 1 0 0 0 0 0 0 18 42 44 2&00 0 0 0 1 3 0 0 0 0 0 0 0 0 0 4 32 33 Total 1 3 14 76 200 261 130 49 2 1 0 0 0 0 737 Percent 0.1% 0.4% 1.9% 10.3% 27.1% 35.4% 17.6% 6.6% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% AM Peak 09:00 07:00 07:00 09:00 08:00 09:00 07:00 08:00 08:00 81 Volume 2 8 23 34 23 13 1 1 81 PM Peak 18:00 17:00 14:00 18:00 18.00 12.00 12:00 13'00 16:56 Volume 1 1 2 12 20 21 11 5 56 Page 6 Connecticut Counts Inc. Kensington, Connecticut 06037 Nevers Road South of Wood Pond Road (860) 828-1693 Site Code: 303 South Windsor, Connecticut Station ID: Southbound Latitude: 0'0.000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total Percent Percent 12/18/03 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 36 36 01:00 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 36 36 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 1 0 0 1 0 0 0 0 0 0 0 2 41 41 04:00 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 32 32 05:00 0 0 0 0 0 2 0 . 1 0 0, 0 0 0 0 3 46 46 06:00 0 0 0 0 4 4 2 0 0 0 0 0 0 0 10 39 41 07:00 0 1 1 9 17 27 12 6 0 _ 0 0 0 0 0 73 43 46 08:00 0 0 4 3 19 29 22 5 0 1 0 0 0 0 83 44 47 09:00 0 0 0 3 18 28 20 9 2, 0 0 0 0 0 80 45 49 10:00 0 0 0 4 7 9 15 3 1 0 0 0 0 0 39 45 47 11:00 0 1 0 6 8 15 10 1 1 1 0 0 0 0 43 44 50 12 PM 2 0 0 1 3 18 14 7 3 1 0 0 0 0 49 47 52 13:00 0 0 0 2 7 8 6 6 0 0 0 0 0 0 29 46 49 14:00 0 0 0 3 6 13 15 5 1 0 0 0 0 0 43 45 49 16:00 100 19:00 * « * * * * * * * * « 21:00 *` 22:00 * * « Total 2 2 5 32 92 155 117 43 8 3 0 0 0 0 459 Percent 0.4% 0.4% 1.1% 7.0% 20.0% 33.8% 25.5% 9.4% 1.7% 0.7% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 08:00 07:00 08:00 08:00 08:00 09:00 09:00 08:00 08:00 Volume 1 4 9 19 29 22 9 2 1 83 PM Peak 12.00 14:00 13:00 12:00 14:00 12:00 12:00 12:00 12:00 Volume 2 3 7 18 15 7 3 1 49 Grand 4 5 21 129 367 550 320 109 12 6 0 0 0 0 1523 Total Percent 0.3% 0.3% 1.4% 8.5% 24.1% 36.1% 21.0% 7.2% 0.8% 0.4% 0.0% 0.0% 0.0% 0.0% 15th Percentile: 31 MPH 50th Percentile: 38 MPH 85th Percentile: 44 MPH 95th Percentile: 48 MPH Statistics 10 MPH Pace Speed: 31-40 MPH Number in Pace: 917 Percent in Pace: 60.2% Number of Vehicles>35 MPH: 997 Percent of Vehicles>35 MPH: 65.5% Mean Speed(Average): 38 MPH Statistics Mean Speed(Average): 38 MPH 10 MPH Pace Speed: 31-40 MPH Number in Pace: 917 Percent in Pace: 60.2% Page 7 UNSIGNALIZED INTERSECTION CAPACITY ANALYSES 2005 BUILD CONDITIONS 1.rvv-rVa,y vwN 61V1 - o- - -- TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst BAH Intersection Nevers Road at Site Access Rd. Agency/Co. Traffic Engineering Solutions Jurisdiction South Vtrrndsor Date Performed 12/20/03 Analysis Year 2005 Build Conditions nal sis Time Period AM Peak Pro'ect Dew. tion Ea a Run Active Adult Community EastlWest Street: Site Access Drive Worth/South Street: Nevers Road Intersection Orientation: North-South IStudy Period hrs: 0.25 ehicle Volumes and Adjustments Ma'or Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R olume 0 56 5 3 78 0 Peak-Hour Factor PHF 0.85 0.85 0.85 0.85 0.85 0.85 Hourly Flow Rate,HFR 0 65 5 3 1 91 1 0 Percent Heavy Vehicles 0 - L - A 0 — — ledian Type Undivided Channelized 0 0 nes 01 0 0nfiguration TR LT stream Si nal 0 0 nor Street WestboundEastbound vement 7 8 9 10 11 12 L T R L T R Volume 14 0 9 0 0 0 Peak-Hour Factor PHF 0.85 0.85 0.85 0.85 0.85 0.85 Hourly Flow Rate,HFR 16 0 10 0 0 1 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade(%) 0 0 Flared Approach N N Storage 0 1 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Dela Queue Le th and Leve!of Service pproach NB S8 Westbound Eastbound ovement 1 4 7 8 9 10 11 12 Lane Configuration LT LR (vph) 3 26 C(m)(vph) 1544 887 /c 0.00 0.03 %queue length 0.01 0.09 Control Delay 7.3 9.2 LOS A A pproach Delay — — 9.2 pproach LOS — — A Rights Reserved HCS200" Copyright®2003 university of Florida,All Rights Reserved Version 4.1d Version 4.ld fi1e:HC:\WIND0WS\TEMP\u2k5322.TMP 12/20/03 1 VYV-♦["y l7L%jp %-%ill to Vl TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst BAH Intersection Nevers Road at Site Access Rd. Agency/Co. Traffic Engineering Solutions Jurisdiction South Mndsor Date Performed 12/20/03 Analysis Year 2005 Build Conditions nal sis Time Period PM Peak Pro'ect Descri tion Eagle Run Active Adult Community EastlWest Street: Site Access Drive North/South Street: Nevers Road Intersection Orientation: North-South IStudy Period hrs: 0.25 RuF Volumes and Adustments reet Northbound Southbound nt 1 2 3 4 5 6 L T R t_ T R 0 99 12 8 42 0 ur Factor PHF 0.85 0.85 0.85 0.85 0.85 0.85 ow Rate,HFR 0 116 14 9 49 0 Heavy Vehicles 0 — — 0 —ype Undinelized 0anes 0 1 0 0 1 0 Configuration TR LT U tream Si nal D 0 Minor Street Westbound Eastbound ovement 7 8 9 10 11 12 L T R L T R Volume 7 0 5 0 0 0 Peak-Hour Factor PHF 0.85 0.85 0.85 0.85 0.85 0.85 Hourly Flow Rate,HFR 8 0 5 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade(%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 [e:lay, nfiguration LR Queue Le th and Level of Serviceproach NB SB Westbound Eastbound vement 1 4 7 8 9 10 11 12 Lane Configuration LT LR (vph) 9 13 C(m)(vph) 1468 846 lc 0.01 0.02 %queue length 0.02 0.05 Control Delay 7.5 9.3 LOS A A pproach Delay — — 9.3 pproach LOS — — A Rights Reserved HCS2000M Copyright®2003 University of Ftotida,All Rights Reserved Version 4.id Version 4.1d file://C:\WINDOWS\TEMP\u2kB 164.TMP 12/20/03 JAN-12-04 MON 10:55 AM CUP ED/NEW- SERVICE FAX NO. 860 721 4393 P. 04 east fifities System koadvia 0ptimj z6r ...Layout #1 _...... . ......_... 'Avle Rura Sc)lW-1 win . c)r t,l;ni.tt{ia4xc: Praticrl�ltitll7; 3�.�d;,c� Now Oxford F-2 -100MH 7'yp,- TT� Cutaif 1't1rnl,�A"ll.e: Artaragrtraoz,[, 52:7:�T, Total 1,i,gja LOBS rrnccor r,;2 C r� CL tf l:a tit ''frtfprAAti0n; kt 'i,;1t,.le: R.3 ,.SlivhUly svecular:) l Q0-0.07 :ip,;jc4rlg (olith,r F' ) _ 200 r i ( �t= W t ir}ridi13 sir ,ic14}t ,•. 2.4 1,1, k 1?'L ' '. ��,=tl�r''`t''FC?� �i.U;a�t4.:t�.r •= 1 +Y 9.itt57ra.:,..feny c11t+.mallo - ,+.,ny�arh4 isn;r_�;i�,a I;y Mgrgcit'l Pad4ysc^, ill- .... r - JAN-12-04 MON 10:56 AN CLAP ED/NEW SERVICE FAX NO. 860 721 4393 P. 06 Northeast U ties' System Roadway Optimizer Layout #1 T)miva•ire Location $111 � 'ry: ` Y-t"`c,ras':i iMC�icurZ -Cr.cYrd Orient Tilt 0 -2 0 200 — is D0 0 ts001 -2 14 90 C • '�'c}�:�1 �i�,f)Cilkt:t; c;rf lOCL1l,.T.C?ri� ... r� i,,l�TP vorreccion FeArtdr Applied = 7 4:1w,Y Gp.v lwi:c :nyi rl;plyr 1797.70 .. U'J L4L lanr %Xiiraynl;v, )rr„ -• JAN-12-04 MON 10:56 AM CL&P ED/NEW SERVICE FAX-NO. 860 721 4393 Pr 06 �� S ate # 'Utili �e S ate �d• Ro wa ' •„ �' Pptimizer 'Layout #1 ..... .... ti . 0.20.0 0.0 '0.0 10.0 '0.0 0.0 0.1 U,1 0.7_ x ip.3 p.? U.J.• `0.0. '0.() +0 ' '0,0 ` '0.0 U 0,0, 0.0 :0 �0.1 '0.0 '0.0 0.0 0,2 '0.3 .3 p,0 "0.0 p.0 0.1 �0,3 `0,0 'C1.7 f !, 1„p. ,.'.i1.i •0,1 .. 'o,n .'0.0 . 'O.Q ' '.0...0. `0.1. :o.Y 0.4 + 1.2 YU ow Gr10 1XIf fr,a 1Lz X - 7,692!� y i ;1i',77;r11 est�[: 1,1i rci L-1'o�l:iE1l,I 1.5.3cG5 Ft E?r 111, 'Ci(:rtCa3tc '!',!IZ,1-�L'G Ilk"h't 01r, = G F F VS. c3gs? 0. ly.a �i mi,ltn 1:,7 Mini mum 'tivwx'?�;�r./h;tri:,mi.l�Yt M• p,GO — '• ' ,�t�A�9.t�unl L,�rIT.I,av�r Fi,•1!.,i.� = 1.OFt 7c7ityltt,r!LX1C� C1rl,:Gfp'r:lrli.+..y (Mil;/M.+k) p:!r raw start'ir 0 0 � w9.th T�top ro U G . • ^uS' Y :et3r .'ry. � c . . 9-rJ,Ti�byi,t�0;:-1rigAnripc: ,•lnc, -_._, ... j JRN-12-04 MON 10:56 AM CUP EDINEW SERVICE FAX NO. 860 721 4393 P. 07 N(irtheast IN- -7 es System )ROkidway, ioata m ...�.. Layout #1 I • �Z,�,1uhZdli$T3467 �';rY�,; � �--�- .. ra,0 '0.0 0.O C.a 0,0 10,0 10.1 0,3 Cl,4 O�G 'Q.5 0. 0.0 0,0 0,0 '0.0 ' • r �•�"1 `9,9 if1. 1 `'f; ' � � i0.0 0.0 10,0 0.2 'a.5 � 0.0 D,0 C.0 C.0 0.1 I,q1_ i ., "�.S • 'p.,r.. ck,l ! w k±varer� � �uumaxy� tiKitfcc�in4t �L: - ;. ���5 x 3 • t' t>�"ici.iar�il,rF,c-»Pn—�i:�,c�l;F .,. 1F.3fl5 Ft '. ��<�,t,1'tF: 'eti}'az1C;.tn�:t•'t��a�7-1'e�r�nt�tc�en = 5 r`t • � 21vu;c•,,c�� � '.� 3� D1,:��cztnutn —•3.4 Isi.i:ir tt 0,� 0 �' A�td`77}7:�AQ:1)1tI!1t1P' ().aa �l ITr [�9<x ul�iic:lMi.rti,t�rn'1 6.6 1'ti�'> k{t.lt<ii;l..l'. [rY.fr�rmit}r ' (Mir;lMatfi poz row starting with top row; 0 0 0 0 i, A;A 'AuglM.,} 011, 1A1:•!p r, ,yt'i la I 6ry.,F • : 5' I i y uJi ny i,i ai,r•inq Ana Lyz ts, lnc. ,. • JAN-12-04 MON 10:66 AM CUP ED/NEW SERVICE FAX NO, 860 721 -4393 P. 08 wwm'o tiNortheast U fflifies System RC?'& OLYp imizsr Definitions jv,^rr:r�r. (`.:vs:i;iL�C i,d,i:t,ta�•; tt,l 71 r' ovS'ra`7 v::ragc tumin,en;:. of r,11 road r:urrae .,s rhuorwt d Fr<>rn o in C`i/In teet,;i: u:tttl rixe; l,a,nd r[q rdler'It, h;.;rv,•r DGSLCi^n i :.45 metcre atrno tart Yiri:r•+;'L ar:rfs :>, rr.t w tcr� lr i:.k fa.nt t>rch rnn,cutatiun roinC aionq a longitudi.r,a1 :.sot t srti7rl tc t In if 04vvI, t)t-nmrt' lino 1i t;1'hL i. I dClree L•,:1,'+w hari::orttat, pkl;:grttr pnsitiart clargc• 701?I1ls:, to thy r•:rh link t,;, a11,Tn with c••tc'h 104 of Pmpkirsiticn paints, p••)nld�tt,,'I1;T.�1 flpis;nrT,,ir,}+ 'r:f ratir. .nS minir.,.)±n to IILix;mtlm ps,vc•mant lumi.nanc(• ul.onq [!.d(•h longitudlr,.aL 1 i.,^�at rJ er�:nnu:ol:lxn eSnF rl..•t. r A g;w'.f4t4• 'of ;tisnl-111t 1 V itif:• ior1, Y n art:, e 3 lur,lr.a,Ce is .'s lumin,,nrt1 auperimr n,i at; t,W ef,lpd: � nt,;t C r I lut tlrmn.:_a itF 1i gnrtw,thin ""' aya.. 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I:1_Lbe GIB AWIP.hod, l.v Is cSaeF,uted lhar«1 a situli -et'a or a'"4";1atl+,rt Y.rrintn tiizalct'ly in 1't'bnt of t.fltt oklsn=vQt policion, 11Y,servu* is 90m _ Is"':+'( Tr°its 1:+r:T! ;�:•InC, 1/4 ra,yrt width frual the: t;tlrb ilgr. t al:nft "k Sigh[ is hori.zonG31.O Tha Y(,T iS 9Od IS+`•:A i•1•s in•,x,nwm vi:-,u (f Lv W Ct)Input4 the relu..lve. ThrruhoJ.d Inoeument:.(TT) anti Glare r0fltrol Mark, :l,}sttl„ j•timt; rift in:ie.: {dLt) - q ris:,ItcsTzl of ,, th3 $lraxo r_ant.t+Dl prnFu+rLics of a luminaix,, 't'hc higher tit<^. 4umt•±? 1,1,k qt^ f eh'r I) s'F'.t'u:14Y CrtC ']iFten cotltrpl. 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'ev,br llpeLtlr.fn Iv- sn,Qt s for pavLiglf.,nt: luminnnrr.. N ... ..... . y-ir•�s+F{nry hnnl vita, inr„ � " " ' �- "•+ V `� I- C * U D -own O-PsouiA ?A• 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 iyOSOR.CO • TELEPHONE (860) 644-2511 To: Alford Associates Windsor, CT 06095 From: Jeffrey H..Folger—Environmental Planner/Conservation Officer Date: December 23, 2003 Re: App. #03-95P.-Review of the proposed Eagle Run SRD—Plans dated 12/18/03. I have reviewed the proposed plan with the following initial comments: Perimeter erosion controls must be placed along the northern edge of construction. Silt fence must be shown along the toe of the proposed cut slope. Proposed catch basins should have 4-foot sumps incorporated to maximize sediment retention. The detail sheet and the narrative show 2-foot sumps. Special sediment protection is needed around the yard drains. The effectiveness of the proposed infiltrators can be significantly reduced by sediment entering the system. Please provide a detail showing how these structures.will be protected. I would recommend placing a ring of turf around the drain cover and then erecting the silt fence surround. The proposed sediment basin should be designed to maximize storm flows through the structure. A minimum of a ten-minute residence time_through-the.system-luring-a 1.2-5-'storm-should------- --- the target. Please-demonstrate that this can be achieved with the present design. The detail for the basin should include the topsoil mix for the bottom of the basin. The mix should include-12 inches of topsoil mixed with leaf compost, 30%by volume. This high organic soil will not only:provide an excellent growing medium,but will also work as a filter by adsorbing metal and other contaminants found in stormwater. Interior erosion controls should be placed n the plan to be installed during construction. Drainage ways-between houses are proposed that will require measures to slow stormwater prior and during seed establishment. Please provide soil test pit data to verify the feasibility if the proposed infiltrators. The following are initial comments from Town Staff regarding zoning and engineering issues: A traffic report is needed. Drainage computations are needed. Architectural elevations are needed. A Landscape Architect must stamp the landscaping plans. The ownership of the open space parcel to the north must be resolved. A lighting plan must be submitted. Road profiles must be submitted. Is the application a subdivision or a free split? "As these plans are so incomplete, the application will not be officially received nor will staff review commence until all required information has been submitted." cc. Mannarino Builders Town Engineer Director of Planning IWA/CC -2i=9/2003 04: 26 6606590625 TRAFFIC ENGINEERING PAGE 02 r � DEC 3 0 2003 TnM We i Ssk*w RC. SOUTH VVINDSOR PLANNING D fpT. 193 Lexington Road Glastonbury,Cr 06033 (860)657-3579 Dtsccmber 22, 2003 Robert Mannarizno Mannarino Builders 1169 Ellin"Road South Windsor,CT 06074 Dear Mr.Mannanno; Traffic Engineering Solutions has completed a study to determine the operating Level of Service and adequacy of intersection night di=nces at the access road to Eagle Run,a 20 home.Active Adult Community located along the east side of Nevers Road in South Windsor. The following work was included in this stu&: • Making 24-hour directional machine counts on Nevers Road about 450 feet south of Wood Pond Road(approxirnaWy 200 feet south of the site access road). The count included a directional speed study to detemnme the 85th percentile speed oftravel in each direction on Nevers Road(85th percentile speed was used to determine the intersection and stopping sight distances for vehicles entering and leaving the site)_ • Making visual observations of roadways atad land use conditions akmg Nevers Road in the vicinity of the site. • Deterrnlning,the number of trips expected to be added to the roadwray system by the proposed 20 Active,Adult Hanes. o Completing morning and afternmoon peak penod capacity analyses for the intersection of Nevers Road at the site access road to determine the operating Levels of Service (LOS)for the future traffic volumes anticipated upon completion ofthe Active Adult Homes in Eagle Run. • Comparing the intersection sight distance shown on the profile prepared by Alford Associates fxrr drivers looking left(south)from the site access road onto Nevers Road with the Connecticut DOT Guidelines for intersection Sight Vistmwes for the 85t' percentile speeds detemined from the speed study made for Nevers Road. Existing Conditions Mawmrioo Builders proposes to build 2U homes in Eagle Run, an Active Adult Community for"Seniors"who are at least 55 years old and remain ablo to care for themselves,but c:lbue.+itutat+�ytaanuino-N�Utt�t.doc 12/29/2003 04:26 8606530625 TRAFFIC ENGINEERING PAGE 03 are seeking a home with lower mairttena».Ce requirements. The site is situated alOD9 the east side of Nevers Road approximately 240 feet south of wood Pond Road. Nevers Road in the viand-y of the site varies in width frcym 22 to 24 Beet_ There is a single lane of travel in each direction with a double yellow center lme separating the two directions of travel. The posted speed limit on Nevers Road in the vicinity of the site is 35 miles per hour. Nevers RrAd is straight and gently rolling in the vicinity of the site. North of the site the road goes down a slight hill,and south of the site the road goes up a small hill which crests approximately 450 feet south of the site drive. A twenty-four hour machine count was made on December 16, 17 and 18, 2003 on Nevers Road just south of the site. The traffic count indicates that the daily traffic valunie on.Nevers Road is 1,526 vehicles. The morning peakk hour oftrrvel occurred from 9:00 AM to 10:00 AM when 129 vehicles traveled Nevers Road(54 vehicles traveled northbound and 75 traveled southbound). The afiernocm peak hour occurred from 5:00 PM to 6:00 PM when 135 vehicles traveled Nevers Road(9$northbound and 40 southbound). The machine count included a speed study which indicated tha#the 85"'percentile speed of travel on Nevers Road is 44 miles per hour for both northbound and southbound travel. Trip Generation New trips to the roadway system generated by the proposed Eagle Run Active Adult Community were determined from the Institute of Transportation Engineers(M)rrefemnee,Trip G wration'. The ITE reference has establislitd mathematical relationships based on studies of various land uses to determine their trip generation rates. These trip generation relationships have been standardised and published in the Trip Generation reference. The proposed 20 Active Adult Homes we being developed fnr"Seniors"who ire at least 53 yews old. The ITE reference provides trip generation infbmx ation for several related WW uses for senior housing including:"Rairur-ont Community"and"Elderly Housing-Detached". The ITE reference also provides trip generation infomtafiion for standard housing including "Si e- Family Detached Housing" The trips generated by the 20 Detached Homes were calculated for Senior busing and Standard Housing to provide a compari m of the number of trips Sensor and Standard housing would generate. The trip generation was based on Land Use Codes 251 -"Elderly Housing- Detached-and 210-"Single l<amity Detached Housing". The following trip gewraWn relationships were used to detemmiue the number of daily,and morning and afternoon peak hour trips that would be generated by the proposed Eagle Run Active Adult Community and by a similar size standard residential development. The results are surnrnarized in Tables I aril 2. Senior.Hosing Elderly Housing-Detached(20 Homes) Average Weekday Trips Not Available Morning Peak Hour 0.21 Trips per Unit 36/64 Afternoon Pca1k Hour 0.23 Trips per Unit 64/36 where T is the number of trips and X the number of detached homes ' Trip Generation Sixth Edition published by the lnstitutr of Transportation Enginetm 1997 oi�ugix�ea9'•Manoarino-l���MSVv+�.+1-do; 2 i2,129!2003 04:26 8606590625 TRAFFIC ENGINEERING PAGE 04 S*andatd idousin� Single-Family 1'c=hed Housing(20 Homes) Average Weekday Trips Ln(T)-0.920 Ln(X)+2.707 Morning Peak Hour T=0.700(X)+9.477 25175 Aftr,rrmn Peale know- Ln(n—0.901 L.n(X)+0.521 "36 where T is the number of trips and X the number of detached homes Table 1 -Trip Generation- Senior Housing Trips Entering Trips Leaving Daily Morning Peak Hour 2 3 [Af;;,ort Peak Hour 3 2 Table 2 -Trip Generation-Standard Housing Trips Entering Trips Leaving Daily 118 118 Morning Pcak Hoerr 6 18 ?Afternoon Peak Hour 16 a Tables 1 and 2 show that the number of trips generated during the peak hours is uonsiderably less for Senior He uS4 than for the same size single-family residential community with no age restrictions. Boca=many People continue working well,past their W-£.ft birthday, and since the trip lion won for the residential use with no age restrictions is higher (more conservative),the Trip Generwion.estimates for standard housing were used f v the proposed 20 homes in the F-*e Run Active Adult Connnunity. The capacity analyses oornpletod for this study used the higher number of generated trips present in Table,2 to,provide a conservative(worst case)evaluation of tltc operating Levels of Service Capacity.Analyses Capacity AnaIym Capacity Analyses were done to determine the anticipated quality of traffic operations at the intersection Nevers Road and the site amm road. Letter designations from A to F are used to represent the Levels of Service(LDS)for the traffic operation at each intersection or roadway, with LOS A representing the best operating conditions and LOS F the worst. The Level of Service for unsignaiized mtmections with STOP control on the miner street assumes that through and right-tummg traffic on the main street is not of xted by traffic on the side street(s). Thus,the LOS designation is for the movements on the side Aand and the left turn movement from the main street onto the side strut. Levels of Service are defined by the average delay per vehicle as indicated below, c:\bu,incw\N1annaritw:Nevem4Uq*.dov 3 12i'-?9l2003 04:26 8606590625 TRAFFIC ENGINEERING PAGE 05 Uzisig �axl Irrtersectz�� Level of Service Avg. DelayNchicle(in Seconds) LOS A :� 10.0 LDS B } 10,0 and< 15.0 LOS C > 15.0 and<25.0 LOS D >25.0 and<35.0 LOS E > 35.0 and<50.0 LOS F >50.0 level-of-service capacity analy305 Were completed for the 2005 Build conditions for the inter_wboat ofNcvers Board at the site access road. Tbo year 2005 analyses assume a two year buildout for the homes in Eagle Ram, The 2005 traffic volumes on Nevers Road were determined by applying a N-o percent compounded amnual growth factor(totaling 104,04%growth for two years)to the 2003 through traffic volumes on Nevers(toad to account for growth that may occur in the area. 'trips generated by the 20 new Active Adult homes were added to the 2005 traffic volumes on Nevers Road assuaging that severity-five percent of the new trips would travel to and f,am the south and fifty percent would travel to and f am the north on Nevers].toad. This approach provides a conservative analysis of the impact from the site trips as the total rgurnber of trips assigned to the roadway system represents 125%of the generatod trips. The result$of dw capacity analyses are presented in Table 3. Table 2: Unshpa i wd batersection Cargacity Aglysis 2005 Build Location Peakr Delay LOS Hou Nevers Road at Donna.Drive S-Bd left Turn AM 7.3 A W-Bd Site Access Road Peak- 9.2 A S-Bd lxfl Turn PM 7.5 A W-Bd Site Access Road Peak 9.3 A Delay= Average stopped delay,in seconds,to tall vehicles entering the in�on or to vehicles making the specified tum. Table 3 shows that left turns from Nevers Road onto the site access road and the site access road approach to Nevers Road will operate at Level of Service(LOS)A during the morning and afternoon peak hours upon cornpletian of the proposed 20 Alive Adult houses, Site Access Access to the twenty Active Adult homes will be provided by an access road located along the east side of Nevers Road approximately 250 feet south of Wood Pond Road_ Visual observations were made at the locatim of the site access road, and Alford Associates preparod a sight line profile for drivers looking left(south)from the access road onto Nevers Road. The Intersection Sight Distance shown on the sight Um profile is 437 feet. The visual observation riMWj,Ae481 MecmariQo-NnKatUta7p[.dUC 4 a 12/2912003 04:26 8606530625 TRAFFIC ENGINEERING PAGE 06 indicates that the sight distance looking to the right(north)f om the site access road is greater than 600 feet. The sight distance for Stopped Vehicle Turning Left Across Oumning Traffic(derived from the sight line profile)is more than 435 feet, The posted speed limit on Ntvers Road in the vicinity of the site is 35 milts per hour (mph). The speed study conducted for Nevers Road at the site£Ynntage found that the 85a' percentile speed(the speed at which 95 permit of all driwi s travel at or less than)is 44 mph for both northbound and southbound travel. The Connecticut DOT presents Minimum and upper standards for intersection sight distances(ISD)in their Jam ary 1999 Faigbway Design Manual. The ConrDOT guidelines are presmted in metric,which required that the prevailing speeds be converted to kilometers per hour. Figure 11-21)of the ConnDOT Guidelines presents ISD information for each 10 kph increment for speeds between 40 and 100 kph, The Intersection Sighs Distance available to drivers looking left from the site access road onto Nevers Road(437 feet)equals the Minimum(437 feet)ISD presented in the ConnDOT reference for vehicles traveling northbound on Nevers Road at the 85" percentile speed of 44 mph. The Intersection Sight Distance available to drivers kroldtrg right from the site access road onto Nevers Road(mare than 600 feet)is greater than the Upper ISD of 617 feet presmuod in the ComOOT reference for vehicles traveling southbound on Nevers Road at the 8501 percentile speed of 44 mph. A second sight distance measured for this study is for Stopped Vehicle Turning Leif Across Onooming Traffic. Acconfin8 to Figure 11-2F of the ConnDOT Guidelines,vehicles turning left frown Nevers Road onto the site access road should be able to see 342 feet. The 437 fret available to drivers making the left turn front Nevers Road onto the site access road is far greater than the distance rewired by the ConnDOT reference for vehicles approaching f vrn the opposite direction at the 85 percentile speed of 44 mph. The Stopping Sight Distance for vehicles approaching from the rear of the vehicle turning left onto the site access road should be approximately 377 feet. no available Stopping Sight Distance(more Um 600 feet)is far greater then the required Stopping Sight Distance. All sight distances available to drivers entering and leaving the proposed site access road unfit or exce�ed the Minimum standards presented in-dw Connecticut DOT Highvmy Design Manual for the prevailing travel spuds on Nevcrs Road. The Intersecxion Sight Distance looking left from the site drive meets the Minimum requirements and all other sight distances exceed the Upper requirements. Conclusions Eagle Run,an Active Adult Community for"Seniors"who am at least 55 years old is proposed :For the east side of Nevers.Road approximately 240 feet south of Wood Fond Road in South Windsor. Access to the Active Adult homes will be provided by an access road located along the east side of Nevers Road about 250.feet south of Wood bond Road. The trip generation information included in ft 1TE Trip Generation re£erwoe for Single Family Detached Housing was used to determine the number of new trips anticipated ftom the proposed 20 Active Adult homes within We Run, The study assumed that the Active Adult Cotntnunity would be cdnsbucted over a period of two years. Capacity anahyses were done for the mterseWon of Nevers Road at its intersection with the site access road f'or the 2005 Build conditions. The trips generated by the single family homes were distributed to the roadway system by assun uf%seventy-five peraea of the new trips would travel to and from the smth axed filly peru=would travel to and from the north on Nevexs �;bs+ainassl h�ricwlVweaa\Nrtpt.duc s t 12/29/2003 04:26 6606590625 TRAFFIC ENGINEERING PAGE 07 • Road,providing a conservative estimate of the impact expected from the Active Adult C`,onununit�The capacity analyses found that left turns from Nevers Road onto the site access road.and the site access road approach to News Road will operate at the best Level of Service A during the tiaorning and afternoon peak hours upon camnplet an of the proposed 20 henries. Alford Associates prepared a sight line profile for drivers Iooking left(south)from the access road onto Nevers Road. The Intersection Sight Distance shown an the sight Tune profile is 437 feet. Vi ual.observation and field measurement indicates that the sight distance looking to the right(north)from the site access road is greater than 600 fcet The Intersection Sight Distanm locking left fmm the site drive meds the Mimmwn iSD requirements and all other sight distances exceed the Upper reyuircmerds presented in the CormD(}T Highway Design MamW for vehicles traveling at the 85"'percentile speeds on Nevers Road.- S=c traffic operations at the mtersection of Nevers Road at the site access road will be very good.Newels of Service A for left urns ftoom Nevers Road onto the site access road and for the site access road approach to Nevers Road,and adequate sight distances are available at the Site access road to provide drivers the visibility nook d to safely enter and leave the site,no o$site impmvetnetrts are suggested by this study as a result of the added traffic generated by the proposed Eagle Run Active Adult Community. There will be no noticeable impact on traffic flow or traffic operations on Nevers Road as a result of the prcposod Emile Run Active Adult Community. If&uing the review of the inforrnatacxi included m this letter you have any questions, please call me. Very truly yours, TRAFFIC ENGINEERING SOLMONS,P.C. race A.Hillsaal,P.E. e:;.buei�esl niarvio-X3aw�+aUtnFx-doe 6 ALFORD ASSOCIATES,INC. HYDRAULIC ANALYSIS �s AREA DESIGN DISCHARGE PIPE PIPE PIPE IVELOCITY CB/MH GROSS AREA "C' C`A Tc I "I" YEAR "Q"SIZE PIPE PIPE LENGTH CAPACITY IFULL TO INC. TOT INC TOT INC TOT IN/HR STOR CFS INCHES TYPE SLOPE (FEET) CFS FT/SEC N FE 4A 0.421 0.42 0.23 0.10 0.10 10 10T 4.80 10 0.46 TO 10.00 HI-0 3.30 46.00 5.16 9.46 0.010 CB 2 CB 1 0.19 0.19 0.61 0.12 0.12 101 10 4.80 101 0.55 TO I 1 10.00 HI-Q 2.90 107.00 4.84 8.87 0.010 CB 2 Z23.5O23.50 0.36 0.08 0.29 10 10 4.80 10 1.38 TO 12.00 HI-Q 0.90 250.00 4.39 5.58 0.010 CB3 FE 4 0.23 5.44 5.44 65 65 1.80 10 9.78 TO 24.00 RCP 0.60 113.00 15.19 4.84 0.015 CB 3 0.49 24.81 0.56 0.27 6.00 65 65 1.80 10 10.79 TO 24.00 RCP 0.40 45.00 12.40 3.95 0.015 CB 4 YD C 4.231 4.23 0.23 0.97 0.97 15 15 3.95 10 3.82 TO 12.00 HI-Q 1.00 4.62 5.89 0.010 CB 6 0.861 5.09 0.57 0.49 1.46 15 151 3.95 10 5.77 TO 15.00 HI-Q 1.00 21.00 8.39 6.83 0.010 CB 7 YD D 40.43! 1.12 0.23 0.26 0.26 11 11 4.70 10 1.23 TO 12.00 HI-Q 2.00 6.54 8.32 0.010 CB 7 6.64 0.46 0.20 1.92 11 11 4.70 10 9.01 TO 18.00 HI-Q 0.50 296.00 9.65 5.46 0.010 CB4 32.44 0.45 0.45 8.36 65 65 1.80 10 15.05 TO 24.00 RCP 0.70 21.00 16.41 5.22 0.015 _ CB 5 0.81 33.25 0.59 0.47 8.83 65 65 1.801 10 15.90 ! 24.00 RCP 0.67 121.00 16.05 5.11 0.015 = FE 1 0 == co MANNERINO-12-03-28-ACTIVE ADULT 1/2/2004 YD 1 1 lei Loh s WILSON M.ALFORD,SR.,P.E.&L.S. ilk ■ WILSON M.ALFORD,JR.,P.E.&LS. ENGINEERS & SURVEYORS ■ CHRISTIAN L.ALFORD,P.E.&LS. 200 PIGEON HILL ROAD I P.O.BOX 484 R WINDSOR I CT 06095 1 PHONE @60)688-7288 I FAX @60)688-3485 ■ ALFORD@SNET.NET RETENTION TIME IN BASIN FOR 1.25" RAINFALL INTENSITY IS 1.25" IN 65 MINUTES 65 MINUTES OR 1.08 HOURS INTENSITY IS 1.15 INCHES PER HOUR (1.25/1.08) FLOW RATE INTO BASIN IS Q=AC1 A= 34.5 ACRES C= 0.265 1= 1.15 INCHES PER HOUR Q= 10.549 CFS TIME ACROSS BASIN DISTANCE= 90 FEET Q= VA A= 75.35 V= Q/A 0.14 FEET PER SECOND TIME= DISTANCE/RATE 642.9 SECONDS OR 10.7 MINUTES MANNERI NO-1 2-03-28-ACTIVE ADULT 1/2/2004 EAGLE RUN-NEVERS ROAD 02-Jan-04 DETENTION BASIN HEAD IN FEET ABOVE FLOW LINE ELEV FLOW LINE OU 177.87 FLOW OUT 1N CFS 22 'PIPE HEAD FLOW OUT ELEV. AREA OF CONTOUR VOLUME BELOW CO 0 0.0 177.87 0 0 0.72 4.0 178 900 39 1.34 8.0 179 8500 4094 2.06 12.0 180 9800 13237 3.05 16.0 181 11130 23695 4.26 20.0 182 12520 35513 YEAR NTENSI MAX IN MAX OUT MAX EL. DRAINAGE AREA= 34.50 100 2.4 21.98 16.80 181.20 RUNOFF COEFF= 0.27 50 2.2 20.15 15.60 180.90 TIME OF CONCEN 65 25 1.9 17.40 13.60 180.40 INTENSITY= 2.4 10 1.7 15.57 12.40 180.10 ANALYSIS FOR 100 YEAR STOP 2 1.0 9.16 7.60 179.20 PEAK FLOW IN= 22.0 INTENSITY 2.4 100 YEAR STORM TOTAL TOTAL WATER TIME Q IN IN OUT STORAGE HEAD Q OUT ELEV 0 0 0 0 857 0.3 1.6 178.2 13 4.4 1714 1248 466 0.2 1.2 178.1 26 8.8 6858 2184 4674 1.1 6.4 179.0 39 13.2 15430 7176 8254 1.5 8.8 179.4 52 17.6 27431 14040 13391 2.1 12.0 180.0 65 22.0 42861 23400 19461 2.6 14.0 180.5 78 19.4 58998 34320 24678 3.1 16.0 181.0 91 16.8 73118 46800 26318 3.3 16.8 181.2 104 14.2 85222 59904 25318 3.2 16.4 181.1 117 11.6 95310 72696 22614 2.9 15.2 180.8 130 9.1 103382 84552 18830 2.6 14.0 180.5 143 6.5 109437 95472 13965 2.1 12.0 180.0 156 3.9 113476 104832 8644 1.5 8.8 179.4 169 1.3 115500 111696 3804 1.0 5.6 178.9 182 0.0 116007 116064 0 0.0 0.0 177.9 195 0.0 116007 116064 0 0.0 0.0 177.9 208 0 116007 116064 0 0.0 0.0 177.9 221 0 116007 116064 0 0.0 0.0 177.9 234 0 116007 116064 0 0.0 0.0 177.9 247 0 116007 116064 0 0.0 0.0 177.9 260 0 116007 116064 0 0.0 0.0 177.9 273 0 116007 116064 0 0.0 0.0 177.9 286 0 116007 116064 0 0.0 0.0 177.9 299 0 116007 116064 0 0.0 0.0 177.9 312 0 116007 116064 0 0.0 0.0 177.9 325 0 116007 116064 0 0.0 0.0 177.9 338 0 116007 116064 0 0.0 0.0 177.9 351 0 116007 116064 0 0.0 0.0 177.9 364 0 116007 116064 0 0.0 0.0 177.9 377 0 116007 116064 0 0.0 0.0 177.9 390 0 116007 116064 0 0.0 0.0 177.9 403 1 01 116007 1 116064 1 ol 0.0 1 0.0 1 177.9 ■ WILSON M.ALFORD,SR.,P.E.&LS. ■ WILSON M.ALFORD,JR.,P.E.&L.S. ENGINEERS IF SURVEYORS ■ CHRISTIAN L.ALFORD,P.E.&L.S. 200 PIGEON HILL ROAD i P.O.BOX 484 5 WINDSOR 5 CT 06095 0 PHONE(860)688-7288 ®FAX @60)688-3485 ! ALFORD@SNET.NET EAGLE RUN-NEVERS ROAD 2-Jan-04 AREA= 34.50 ACRES EXISTING C= 0.22 Tc= 65 MINUTESI100= 2.4 INCHES PER HOUR EXISTING FLOW= A*C' 18.50 CFS AFTER DEVELOPMENT FROM BASIN 16.80 EXISTING FL 18.50 CFS INCREASE -1.70 CFS OR -9.2% MANNERINO-12-03-28-ACTIVE ADULT INCREASE RATE SSW N aa� 1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074-2786 SOR•co�'� AREA CODE 860/644-2511 FAX 860/644-3781 MATTHEW B.GALLIGAN Town Manager January 8, 2004 Mr. Tim Wentzell, Chairperson Planning & Zoning Commission 1540 Sullivan Avenue South Windsor, CT 06074 Dear Mr. Wentzell: Please be advised that Mr. Robert Mannarino will be coming before the Planning and Zoning Commission to review a 55-and-older subdivision in the Town of South Windsor. Mr. Mannarino has approached us to construct a sewer line across town-owned property, which is the old Wood Pond Estates that was given to the town through the Planning and Zoning subdivision rules and regulations. The Town staff and I have no problem with him going through the property, as it is the most economical and feasible way to bring the sewer to the property without adversely affecting the system. The problem that we are facing is that although the Town will now have the right of the property by prescription, I believe no warranty deeds have been signed at this point. The Town Attorney and I are currently contacting the attorney who represented Mr. Douglas to see if we can get this matter resolved. The Town does not have a problem with such an easement, as it will be a temporary disturbance at the site and the best way to build a sewer line. We will continue to work on the deed issue to get it resolved in a timely manner. I want to thank the Planning and Zoning Commission for their consideration in this matter. Very truly yours, l Matthew B. Galligan Town Manager MBG:ck MEMORANDUM To: Jeffrey Doolittle, Town Engineer Cc: Marcia Banach, Dir. of Planning From: Jeffrey Folger, Environmental Planner Date: January 20, 2004 Re: Storage issues in Wood Pond I have examined Town aerial photos from 1946, 1956, 19665 1986, and 1996 that show Wood Pond in various stages of evolution. The 1946 air photo shows the pond in an advanced state of eutrofication. Heavy surface vegetation including woody shrubs and herbaceous plants are clearly evident and covering over 95% of the surface of the pond. The contributing watershed is at least 50% wooded with a forested area of at least 300 feet surrounding the pond. The forest vegetation would buffer adjacent agricultural impacts (nutrients). The 1956 air photo shows the pond with almost 100% open water with no discernable bottom. This could mean that between 1946 and 1956 either the pond bottom was altered, or the water level was increased. There is no discernable land scarring that would indicate that a dredging operation had taken place. The sand mining operation to the north required an access road to be built with a culvert. It is possible that the level of the culvert was raised over time causing the water elevation in the pond to increase. The 1966 air photo still shows an open water situation. The 1986 air photo shows the pond with the addition of the Wood Pond residential subdivision as well as Wood Pond Road to the south and Riverside Drive to the north. Woody vegetation has started to encroach into the open water area from the south and around the edges. I would estimate that 20% of the open water area has been encroached upon. South • • Planning Department Memo To: Skip Alford, P.E., Alford Associates From: Marcia Banach, Director of Planning Date: 1/20/2004 Re: Eagle Run Review Comments Following are review comments from the Planning Department. Please make appropriate revisions and submit seven complete sets (including landscaping and architectural elevations)to the Planning Department at least 10 days prior to the scheduled public hearing (scheduled for February 10). Engineering comments will be forthcoming. If you have any questions, please call. 1. Need the rest of the zoning data table (showing required and provided setbacks, frontage, buffers, impervious coverage, height, etc.). Also need zoning data for the single family lot that's being left 2. Yard setbacks and buffer have been reversed; yard goes inside, buffer goes along property boundaries 3. Easements chart has not been provided (off-site sanitary sewer, drainage easements) 4. A-2 certification needed on plot plan; A-2 and T-2 needed on topographic map (note on separate page is not sufficient). 5. Tree line of trees to be preserved must be shown on topographic map (contractors will not be looking at landscaping plan) 6. Show sidewalk along entire north side of Eagle Run, and north along Nevers Rd to Wood Pond Rd. 7. Still awaiting isolux diagram for lighting. 1540 Sullivan Avenue,South Windsor,CT 06074 PH 860-644-2511,ext.253 Fax 860-644-7280 e-mail banach .southwindsonora- •Page 1 LAW OFFICES OF - WAYNE CHRISTOPHER GERLT 112 DEMING STREET P.O.BOX 1132 SOUTH WINDSOR,CONNECTICUT 06074-1132 - TEL.(860)644-2565 FAX(860)644-2567 February 2, 2004 E-MAIL:WCGESQ@AOL.COM Barry Guliano, Esquire Town Attorney Town of South Windsor 11540 Sullivan Avenue South Windsor, CT 06074 Re: Woodpond Estates Dear Barry: In searching through the files in my basement, I located copies of transmittal letters from Bo Davies to John Woodcock and the original deeds which should have been held in escrow by the Town Attorney and turned over to the town when the basin was completed many years ago. I don't know how the originals ended up in my file other than that we assumed the duties of Town Attorney following Attorney Woodcock. If you need anything further,don't hesitate to contact me. Thank you. 4eC , her Gerlt WCG:mt Enclosures (individual) 114SF Cleaveland Legal Blank service,Inc. East Hartford.CT 06108 STATUTORY FORM WARRANTY DEED DOUGLAS W. JOHNSON, Trustee of the Town of South Windsor, County of Hartford and State of Connecticut for consideration paid, grant sto the TOWN of SOUTH WINDSOR, a municipal corporation having its territorial limits within the County of Hartford and State of Connecticut with WARRANTY COVENANTS (Description and Encumbrances, if any and any additional provisions) a certain piece or parcel of land for open space situated Easterly of Nevers Road in said Town of South Windsor, containing 5.7 acres, more or less, shown and designated "Detention Basin" on a certain map or plan entitled, "KEY MAP 'WOOD PONDS" Prepared for 50 ACRES, LTD. 1720 Ellington Rd. South Windsor, Conn. Luchs & Beckerman Civil Engineers-Planners-Land Surveyors Glaston- bury, Conn. Scale: 1". = 200' Date: 1-9-79 Certified To Be Substantially Correct John Luchs, Jr. Ref. No. 3744", which map or plan is on file in the Town Clerk's Office in said Town of South Windsor to.which reference may be had for a more particular description. Signed this 4th day of March 1980 Witnes ... ,�- �,- ' ' -'. ...,... i ,..C�..... . .. ....................... ""C:" Tt" Dougla W. Johnso Trustee .4. .................. ................... . ........... , ................................. STATE OF CONNECTICUT, ss. South Windsor, March 4► 1980 COUNTY OF HARTFoRD Personally Appeared Douglas W. Johnson, Trustee Signer(s) of the foregoing Instrument, and acknowledged ame a hi free act and deed, before me. Grantees' Mailing Address Notary Publi J.of Peace / Co issioner of Superior Court (Individual) 114SF Cleaveland Legal Blank Service,Inc. 1 East Hartford.CT 06108 STATUTORY FORM WARRANTY DEED DOUGLAS We JOHNSON, Trustee of the Town of South Windsor, County of Hartford and State of Connecticut for consideration paid, grants to the TOWN OF SOUTH.WIND.SOR, a mtmicipal corporation having its territorial limits within the County of Hartford and State of Connecticut with WARRANTY COVENANTS (Description and Encumbrances, if any and any additional provisions) those two certain pieces or parcels of land, one containing 9.469 acres, more or less, and the other containing 4.404 acres; mre or less, situated Easterly on Nevers Road in said TovAn of South Windsor shown and designated as "Open. Space" on a certain map or plan entitled, "KEY MAP 'WOOD PONDS" Prepared for 50 ACRES, LTD. 1720 Ellington Rd. South Windsor, Conn. Luchs & Beckerman Civil Engineers-Planners-Land Surveyors Glastonbury, Conn. Scale: l" = 200' Date: 1-9-79 Certified To Be Substantially Correct John Luchs, Jr. Reg. No. 3744", which map or plan is on file in the Town Clerk's Office in said Town of South Windsor to which reference may be had for a more particular description. Signed this 4th day of March 1980 Witne y: . ..... . .. `.. �Q .tl4t. ................................ Douglas W. joh4p6n, Trustee . .,... �a .............................. .......,........................ ...................................... STATE OF CONNECTICUT, Ss. South Windsor, March 4, 19 80 COUNTY OF SUZUORD Personally Appeared Douglas W. Johnson, Trustee Signer(s) of the foregoing Instrument, and acknowle t sa to b his free act and deed, before me. Grantees' Mailing Address Notary Pu " / J.of Peace / ommissioner of Superior Court i LAW OFFICE OF WAYNE CHRISTOPHER GERLT 435 BUCKLANO ROAD P. O. Box 559 SOUTH WINDSOR, CONN. 06074 MARK A. STAPLETON, ASSOCIATE TELEPHONE: (203) 644-2565 February 21, 1980 Mr. Bo Davies Town Engineering Departamt Town Hall - Sullivan Avenue South Windsor, Connecticut 06074 Re: Warranty Deeds - Douglas W. Johnson, Trustee to Town Dear Bo: Enclosed please find the executed deeds (roan Douglas W.. Johnson, Trustee for the detention basin and the open space, Very truly you_ r6 Wayne �hr' her Gerlt WCG/tam Encl. /1 E q0W N 8 a 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �l�dsoe•co� AREA CODE 203/644-2511 March 5, 1980 John J. Woodcock III, Esquire Town Attorney 1678 Ellington Road South Windsor, CT 06074 RE: WOOD PONDS SUBDIVISION Dear Attorney Woodcock: Enclosed please find the warranty deeds to the open space and detention areas for the Wood Ponds Subdivision by Douglas W. Johnson, Trustee, the letter of transmittal from.Attorney Gerlt and a copy of the approval by the Planning and Zoning Commission. The condition number "4" covers the action to be taken. The map referred to was filed in the Town Clerk's Office, February 15, 1980 and designated as number 57-B. Any questions, please feel free to call. Very truly yours, TOWN OF SOUTH WINDSOR A. Bowen Davies Deputy Town Engineer ABD:bw cc: J. E. Page, Town Engineer Enclosures RECEIVED MAR r 990 JOHN J. WOODCOCK, III 4' �pW N St. T-Own. ale SaatA �• 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 ��1�sok•cp°� AREA CODE 203/644-2511 June 4, 1979 Thomas G. Dennis, Esquire 1708 Ellington Road South Windsor, Connecticut 06074 Dear Attorney Dennis: This is to notify you that the Planning and Zoning Commission voted to approve the application of 50-Acres Ltd. for an open space subdivision known as Wood Ponds, Section 1, consisting of 20 lots on property located 1400 feet north of Miller Road, between Nevers Road and Abby Road, South Windsor, subject to the following conditions: 1. This approval is for lots #13, #14, #15, #16, #17, #18, #19, 020, #21, #22, #23, #24, #25, #26, #27, #28, #29, #6, P. and TF8, as shown on plans prepared and submitted by Luchs and Beckerman. The remainder of the land shall be designated as follows: The land shown as open space on the plans shall be so designated; the land shown for the detention pond shall be so designated; the remainder of the land shall be designated parcel "A". 2. The storm water drainage flaw from this subdivision shall be directed through the abutting Balf property (as shown on sheet #1 of 1, titled "Detention System on Balf Property".) From the Balf property, at the storm water outlet structure, the storm water shall be directed to a swale (or other drainage system as agreed upon by the abutting property owners, the Town of South Windsor Engineering Bureau and the Planning and Zoning Commission.) The swale shall be in place from the outlet structure to the Podunk River on property of Russo Brothers and the subdivision known as South Ridge Estates. Easements to the Town of South Windsor from the properties of Balf, Russo Brothers and the subdivision known as South Ridge Estates shall be provided for the construction of a storm drainage system. The complete drainage plan as designed by the Town_of South Windsor Engineering Bureau, (or other drainage system as agreed upon by the abutting property owners, the Town of South Windsor Engineering Bureau and the Planning and Zoning Commission) shall be operable prior to work commencing on this subdivision. 3. A surety bond in the amount of $225,000 shall be submitted to secure completion of all subdivision improvements in Section 1. A surety bond in the amount of $35,000 shall be submitted to secure completion of the detention basin and all downstream improvements on the Balf property. f I Thomas G. Dennis, Esquire -2- June 4, 1979 4. The detention basin shall be owned by the applicant until all phases of the subdivision are 100 percent completed. The Town shall accept the 4etention basin only after inspection and certification by the Town Engineering Bureau that the detention basin has been built according to the approved plans and is functioning correctly. The plans for PP a roval of Section I sh all not be fi led until the Town Council has given preliminary approval to accept the open space land and the detention basin, in accordance with criteria established by the Council on 3-28-77. A warrantee deed for the land containing the detention basin and all the land designated open space shall be submitted to the Town Attorney to be held in escrow by the Town of South Windsor. 5. All improvements to the existing detention basin and all downstream improvements to the Balf property shall be approved by the Town Engineering Bureau, and all details shall be shoran on the plans. All drainage pipes and outlet structures shall be reinforced concrete. No Certificates of Occupancy shall be issued until all improvements -� `tj ,���� to the detention basin and the Balf property are completed to the satisfaction of the Town Engineering Bureau. 6. A drainage assessment fee in the amount of $1,000 shall be submitted. 7. A liability insurance policy shall be submitted in accordance with V Section 3.2.a.10 of the Subdivision Regulations in the amounts of $250,000 per person; $500,000 per occurrence; and $100,000 property damage, naming the Town of South Windsor as an insured. 8. A subdivision processing fee of in the amount of $450. shall be submitted ($25. per lot x 20 lots = $500. minus $50. submitted = $450.) in accordance with State Statutes. 9. All utility easements shall be provided to the Town of South Windsor. These easements shall be subject to the approval of the Town Attorney and shall be filed, at your expense, in the Office of the Town Clerk of the Town of South Windsor. 10. The street designated as Wood Pond Road on the plans shall be built from Nevers Road to the intersection of the street designated as Rustic Lane on the plans. As subsequent phases of this subdivision are approved, Wood Pond Road shall continue through to Abby Road. Wood Pond Road shall have a 50-foot right-of-way and a 30-foot paved width. The cul-de-sac streets designated on the plans as Rustic Lane and Fox Hill Road shall be built from the intersection of Wood Pond Road. These two streets shall have a 50-foot right-of-way and a 26-foot paved width. 11. Concrete sidewalks, built to Town Specifications, shall be. installed on both sides of all streets in this subdivision, with the exception of the open space area on the south side of Wood Pond Road. The sidewalks shall be consistent with Section 2.5.8 of the Subdivision Regulations providing adequate and reasonable access for the sale and convenient movement of physically handicapped persons. Rhomas G. Dennis, Esquire -3- June 4, 1979 12. All lots in Section I shall be connected to the Town of South Windsor Sanitary Sewer System, subject to approval.of the Town of South Windsor Sewer Commission. 13. A "Sequence of Construction Events" and a Conservation Plan, as outlined in Section 3.2.a.11 of the Town of South Windsor Subdivision Regulations shall be incorporated in the plans. 14. If needed, the yard drains on lots #22 and 029 shall be approved by the Town Engineering Bureau on the individual plot plans, 'in accordance with Section 2.6.b of the Subdivision Regulations. 15. Under drains for control of ground water shall be installed in all. areas, as directed by the Town Engineer. 16. Street names and location of fire hydrants !shall he subject to the approval of the Fire Marshal of the Town of South Windsor. The location of all fire hydrants shall be indicated on the plans. All street name signs and supporting posts shall be installed by the developer, in conformance with standards of the Town of South Windsor, at no expense to the Town. 17. Street lighting shall be installed, at the developer's expense, subject to approval by the Town Manager. 18. Water shall be supplied to all lots in Section I by The Connecticut Water Company. 19. Improvements on the land designated open space shall not include foot paths, and shall be limited to drainage improvements. 20. Prior to approval of subsequent phases of this subdivision, the Commission reserves the right to require the following: (a) Additional open space land, in accordance with Section 2.3.c of the Subdivision Regulations; (b) Improvements to the land designated as open space; (c) Additional drainage improvements to the land designated open space and detention basin. 21. This approval is subject to all conditions of approval by the Town of South Windsor Inland-Wetlands Agency. 22. Prior to the building of any structure on a lot, the subdivider shall provide a topographic map, drawn to a scale of 1 inch equals 40 feet, for each lot in the subdivision, showing proposed contours and either basement floor or slab floor elevation. No building permits shall be issued until the proposed contours and floor elevations have been -approved by the Town Engineer. No Certificates of Occupancy shall be issued until lot contours and house foundation elevations have been completed according to the Town Engineer's requirements. If for any reason, finished grading and other site work is not completed, the Town Engineer shall determine the amount of a cash bond to insure final grading and site work. This cash bond shall be submitted prior to issuance of a Certificate of Occupancy. Michele Lipe Re Thursday Page 1 = From: Sgt. Rich Bond To: Michele Lipe Date: 2/9/04 1:28PM Subject: Re: Thursday Michele, I have talked to Chief re: this matter. While we are concerned about the topography of the road, in particular the crest in the road south of the proposed site access, we do not offer a fomal objection at this time if the minimum site line parameters are met. If you need more let me know. Rich >>> Michele Lipe 02/09/04 08:03AM >>> Hey Rich, Jeff and I met out on site with the developer and crew on Thursday. It appears that it meets the minimum sightline. Why don't you touch base with Jeff Doolittle as to the results. We should probably have something from you for the record so that we can read it at Tuesday night's public hearing (2/10). Thanks, Michele >>>Sgt. Rich Bond 02/05/04 07:14AM >>> Happy AM......Well, I've created my furst scheduleing snafu...ya know...two places at one time. I have to be at Brainard Field in Hartford for a pomp and circumstance meeting at 1:30 pm today. Therefore, I will not be able to attend the meeting on Nevers Rd. I understand that the sight line problem has been cited by others besides myself...I'm sure a solution can be found. Marcia had sent me an e-mail re: this meeting-don't know if you or she was going to attend. I was not able to get any conclusive sight line info other than what was cited in the info I received....I apologize for my scheduling snag. Rich chele Lipe- Eagle Run .... ...... ........... .... ..... ... .. ._..._. .. ....,_. ... Page 1 From: Marcia Banach To: Lipe, Michele Date: 2/2/04 4:59PM Subject: Eagle Run he following items need input from Rob for our report prior to the Public Hearing: Impervious coverage--what is it? 2. f he submits revised plans, does the sidewalk now go out to Nevers Rd and north to Wood Pond? If yes, our report needs to be revised. 3. Whatever the result of your site visit to check out sight line issue on Nevers Rd. 4. If Rob does submit revisions, the last comment in our report may need to back off. South • • Planning Department Memo , To: Planning and Zoning Commission From: Architectural and Design Review Committee Date: 02/03/04 Re: Appl 03-96P, Eagle Run Senior Residence Development The ADRC reviewed the plans for the above referenced Senior Residence Development on Thursday January 14, 2004. The Committee was pleased with the layout shown and the architectural style proposed for the homes. We do have the following comments to forward regarding this application: -sidewalk should be extended northerly along the property frontage up to Wood Pond Drive -lighting plan must be finalized with a photometric diagram -the applicant should explore an alternative for the rod iron fencing proposed along the Nevers Road frontage to make it a have a more rural look t 1540 Sullivan Avenue,South Windsor,CT 06074 PH 860-644-2511,ext.253 Fax 860-644-7280 e-mail banach(c)southwindsor org 0 Page 1 FCB - 6 2004 SOUTH WINDSOR PLANNING DEPT. -------_—. ----- "''��iy�- cS,G -T�i� �L/1w.�/o.►o�- ��o.✓y�r� �.�rn, w &f/D So, 4y/woS0/Z ---- ------------ Z�Si�G, _Z?7------ Lu6e6 c� �o-&X-JV/,A U CA 7z�/ O/m Fol2a CLos 0/r-- 6V16V Ae7- tj,05xt1zt 4r-425-R- 49-A 6D*AP#P4S;W 72� OThER 7-1 vv17 ;-7 AAer,71VC— /--o tvou/--,g &c- ro OF 09 --�erczx- 1&57v -7C) co�ul � s Robert L. Vetere 49 Wood Pond Road, South Windsor, CT 06074 February 24, 2004 Michael J. Gantick Director of Public Works Town of South Windsor 1540 Sullivan Avenue South Windsor CT 06074R Jeffrey B. Doolittle FEB Town Engineer 72004 Town of South Windsor corvsF`' �Nad'sor 1540 Sullivan Avenue �L�lioNoo MIEN South Windsor, CT 06074 RE: Mannarino Builders Inc. Eagle Run (Appl 03-96P) and Joseph Lane Estates (App104-06) Dear Sirs: My family has lived at 49 Wood Pond Road since 1988. We are very interested in the subject applications as they will impact the use and value of our property: Over the past sixteen years while enjoying all of the beauty surrounding our parcel we have become increasingly concerned with the steady rise in the level of the water in the pond behind our property. According to a report dated February 10, 2004 from Skip Alford addressed to Jeff Doolittle, the water elevation for a 100-year storm is at a 177.7 foot elevation. Based on the topographic detail provided in the map captioned"Eagle Run,An Active Adult Community,Watershed Map" dated December 29, 2003 and made part of the submission for the Eagle Run Project over the past two years the water line has exceeded 180 feet on several occasions and in fact this past summer the water level approximated 182+ feet and remained high enough to encroach on our property well beyond our rear shed rendering it virtually useless for extended periods of time. As you can imagine we are very concerned with the effect these new projects will have on the pond and specifically on how it impairs the use of our property. According to Mr. Alford's calculations the net effect of"Eagle Run" and"Joseph Lane Estates"will be to create a rise in maximum water elevation by 0.1 feet. When initial development of the property surrounding the pond was taking place in the early 1980s it may have been true that the 100-year flood level would be 177.7 feet. That is no longer even remotely true. The pond has not successfully withstood existing urbanization over the past 20+ years. The Town of South Windsor has been delinquent in maintaining the pond at all. There is no longer any downstream relief until water levels far exceed the 180 foot level and even then it is a slow,prolonged process. This situation is causing a dramatic increase in the mosquito population around not only our property but also a number of other lots bordering the pond. Last year our back yard was for all intents and purposes unusable during much of the summer because of mosquito infestation. This had not been a significant problem until about 3 or 4 years ago and has become increasingly worse. Performance of the pond has not only been impacted by downstream blockages but even more dramatically by silt deposition from runoff on Wood Pond Road and surrounding roads including roads added subsequent to the original Wood Pond Road project. Leaves and branches are currently blocking part of the discharge valve adjacent to Riverside Drive near Nevers Road. The pipe itself is filled with about 3-6 inches of silt greatly reducing the discharge capacity. Because of the blockage at that point, the primary discharge pipe is unable to function and it is only when water levels reach excessive heights can the secondary discharge pipe release at least some level of runoff This situation can only be exacerbated with the addition of the two subject developments. This will further degrade the use of our property while continuing to deteriorate the land surrounding the pond. Mosquito infestation will also become more of a concern. Before either of these projects is approved the pond situation must be addressed. As I mentioned above one of two things must be true; either the pond is unable to handle even the current level of urbanization (for example, the diameter of the discharge pipe may be inadequate) and, thus,will be unable to handle the added burden of the subject projects or the Town has been delinquent in maintaining the pond and must bring the pond up to the performance level required for existing urbanization before a meaningful evaluation can be performed to determine the impact of future urbanization. Either way these projects cannot now be approved without more work being done. It was reported at the February 10,2004 PZC Meeting by both the Town Engineer and the Builder that a proper evaluation of the pond has not been completed and cannot be completed until after the spring thaw. While I disagree in part (blockage of the discharge pipes can be seen right now) this only adds to my concern that these projects should not be approved at this time pending evaluation of all aspects of the project including water discharge and impact on adjoining property values. While I am not conceptually opposed to either of these projects I must insist that the necessary re-work be performed b the Town and the Builder and evaluated b an P P Y Y independent third party before either of these applications is accepted. Thank you for your time and consideration. Please feel free to contact me at work at 203- 532-3603 or at home at 860-644-3842 to discuss this further. Very truly yours, .L. Vetere CC: Barry Guliano,Town Attorney;Edward Havens, Mayor;John Pelkey, Deputy Mayor; Matthew Galligan, Town Manager;Tim Wentzel, Chairman, Planning and Zoning Commission;Members of the Planning and Zoning Commission;Members of the Town Council, Skip Alford,Alford&Associates;Mannarino Builders, Inc. MEMORANDUM To: Marcia Banach, Director of Planning Jeff Folger, Environmental Planner/Conservation Officer Michael Gantick, P.E., Director of Public Works From: Jeffrey B. Doolittle, P.E., Town Engineer Date: 3/2/04 RE: Wood Pond outlet by Riverside Drive I inspected the outlet from Wood Pond and the culverts crossing Riverside Drive today. The ice is beginning to soften and break up. I estimate that the water elevation in the pond has dropped about 8"-12" since the winter based on the top of ice and the visible water. No water was flowing out from the pond. There is a high point in the bottom of the outlet channel mid way between the culverts and the pond that is about 6"-8" above the water level in the pond. There were also two logs down across the mouth of the outlet channel near the pond. It appears that the high point in the channel and the logs across the mouth of the channel have held back the water in the pond and caused the water level in the pond to be high for extended periods this past fall and winter. Cleaning out the channel will be beneficial as the water will keep flowing from the pond and the water in the pond should not remain high for as long after storms as it recently has. We should continue to work with Rob Mannarino to clean out this channel as he has agreed to do as part of the Joseph Lane Estates and Eagle Run projects. also looked at the two culverts that cross Riverside Drive. A small trickle of water was flowing into the eastern culvert that has the lower invert elevation. Water from the road was flowing into the western culvert via the catch basins in the road. There was about 2"-3" of silt in the inlet to the culverts. No water was flowing out of either culvert. There was ice and about 8" of silt in the culvert outlets. It looked like the western culvert may be obstructed by ice or some other debris. There was also a lot of silt and debris (fallen branches, leaves, rip rap, silt) downstream of the culvert outlets. I recommend the Town plan on cleaning out these culverts and the outlet area. The Town owns the property to the north of Riverside Drive along Nevers Road. Please call me(x 245)if you have any questions. MEMORANDUM TO: TOOWN�CLERK FROM: p�-( � �CGIGlJ1't `S SUBJECT: DISQUALIFICATION DATE: BY MEANS OF THIS MEMORANDUM,I AM DISQUALIFYING MYSELF FROM ANY/ALL PARTICIPATION IN MATIMS CONCERNING: APPLICATION NO. 0 r uo NAME OF PROJECT REASON FOR DISQUALIFICATION Apk{'Xl+1a1 co4I I C�- 6f c 4,4e 1 SIGNATURE OF COMMISSIONER Update for Eagle Run SRD—Ph continued from 2/10/04 Applicant has added the impervious coverage Applicant has revised the buffer and side yard lines;however the applicant has incorrectly shown the buffer and side yard lines along the northerly and half of the easterly boundary. The regulations require a 25 buffer area and a 10 side yard. Is the applicant requesting the area to be combined in those areas? The Town attorney has indicated that he has contacted an appraiser for the easements and does not foresee and difficulty in the Town granting the easements. He has requested that,if this application is approved by the PZC,a condition be placed requiring the applicant work with the Town and follow the necessary steps for the easement to be granted by the Town. MEMORANDUM To: Jeffrey Doolittle, Town Engineer Cc: Marcia Banach, Dir. of Planning From: Jeffrey Folger, Environmental Planner Date: January 20, 2004 Re: Storage issues in Wood Pond I have examined Town aerial photos from 1946, 1956, 1966, 1986, and 1996 that show Wood Pond in various stages of evolution. The 1946 air photo shows the pond in an advanced state of eutrofication. Heavy surface vegetation including woody shrubs and herbaceous plants are clearly evident and covering over 95% of the surface of the pond. The contributing watershed is at least 50% wooded with a forested area of at least 300 feet surrounding the pond. The forest vegetation would buffer adjacent agricultural impacts (nutrients). The 1956 air photo shows the pond with almost 100% open water with no discernable bottom. This could mean that between 1946 and 1956 either the pond bottom was altered, or the water level was increased. There is no discernable land scarring that would indicate that a dredging operation had taken place. The sand mining operation to the north required an access road to be built with a culvert. It is possible that the level of the culvert was raised over time causing the water elevation in the pond to increase. The 1966 air photo still shows an open water situation. The 1986 air photo shows the pond with the addition of the Wood Pond residential subdivision as well as Wood Pond Road to the south and Riverside Drive to the north. Woody vegetation has started to encroach into the open water area from the south and around the edges. I would estimate that 20% of the open water area has been encroached upon. F i The 1996 air photo shows a significant increase of vegetation in the pond. The open water area has been reduced. I would estimate that 40% of the open water area has been encroached upon. There are no man-made structures present that effects the outflow of water from the pond. The channel that drains the pond to the north is in good shape with a sand and gravel bottom. There is no indication that the channel has been degraded by sediment. Wood Pond appears to be in a state of eutrophication and over time is evolving back into a swamp. Urban inputs from the adjacent residential developments within the watershed will accelerate the process. The neighbors have mentioned that there has been a rise in the water level of the pond. Mature trees at the northern end of the pond are inundated to a height of 1 foot plus. This certainly seems reasonable if the pond is becoming shallower due to a buildup of organics and sediments on the bottom. This would also result in a reduction of available storage during storm events. A MEMORANDUM RECEIVED To: Marcia Banach, Director of Planning JAN 2 8 2004 From: Jeffrey B. Doolittle, P.E., Town Engineer Date: 1/28/04 SOUTH WINDSOR PLANNING DEPT, RE: App 03-95P, Eagle Run SRD Application I have reviewed the Site Plan for a the Summerwood SRD and have the following comments: 1. The existing sight lines need to be shown from the proposed driveway onto Nevers Road in both directions. 2. FE#4 should be extended further to the south to get it as far-from unit 3 as possible. 3. FE #4 and FE #4A should be changed to yard drains or type CL CB's. This would make the grading easier and they would be less of a nuisance. 4. The Top of Frame elevation of the detention basin outlet structure needs to be lowered so it takes water during the 100 year and possibly 50 year storms. 5. The top of the detention basin berm needs to be raised to provide at least 1 foot of freeboard during the 100 year storm. (El. 182.2) 6. The elevation of the emergency spillway should be above the top of frame elevation of the outlet structure and below the top elevation of the berm. (Sugggest El 181.7) 7. The drainage study needs to show that there will be no deleterious downstream impacts from this development. The water elevation of the pond to the north of Wood Pond Rd can not be raised due to increases in peak flow or volume of discharge from this development during any storm event as this would flood some of the yards around the pond. The drainage study shows no increase in peak runoff during the 100 year storm but does not address other storms (2, 10, 25 and 50 year) or changes in volume. The drainage study should show that the time of the peak discharge from this development does not correspond with the time of peak discharge from Wood Pond Road and the existing development that discharges into the pond. 8. Consider changing the inlet orifice to the detention basin outlet structure so it is smaller or changed to a smaller lower orifice and larger upper orifice to increase the detention for 2 and 10 year storms. 9. Lower the grade over the 24" storm drainage outlet pipe to provide 1 foot of cover. This is to reduce the size of the hump over the pipe and allow the new grades to be better blended in with the existing grades. 10. Add another clean out in both of the collector drains by the neck of the cul-de-sac, midway in the runs in front of units 9 and 14. 11. Revise the grading of the cul-de-sac so it has a slight crown and the slope is less. The slopes of the driveways around the cul-de-sac can be adjusted to allow the gutter elevations to be changed on the north and east sides. 12. The steeper slopes on the south side of the site will be difficult to maintain if turf grass is planted there. Suggest these slopes be planted with a low maintenance ground cover such as Crown Vetch or Flat Pea. 13. Add notes specifying the length or number of the infiltration chambers to be used at each of the locations shown on the plan sheet 4. 14. On Detail Sheet 10 label the thickness of the stone layer under the infiltrators. 15. On Sheet 10, change the detail for the Flared End Section to show a compacted processed aggregate base under the end of the flared end(18"thick x 30"deep min) 16. Galvanized frames and grates are to be specified for the catch basins and detention basin outlet. 17. Two additional catch basins may be required in the cul-de-sac. 18. Why are there so many driveways in the cul-de-sac? There should only be 3 driveways in the cul-de-sac. 19. Why is SMH 1 so deep? Suggest the invert of SMH 1 be raised and the pipe slope between SMH 1 and SMH2 be increased to at least 1%. 20. Raise the TF elevation of SMH 5 to at least the top of the berm elevation. 21. The cross country SMH (5 &6)are to have watertight manhole frames&covers. 22. WPCA review and approval is required for this site. Please call me(x 245)if you have any questions. MEMORANDUM To: Marcia Banach, Director of Planning RECEIVED From: Jeffrey B. Doolittle, P.E., Town Engineer MAR 9 2004 Date: 3/9/04 SOUTH WINDSOR PLANNpNG OEPT. RE: App 03-95P, Eagle Run SRD Application I have reviewed the revised Site Plan for the Eagle Run SRD (received on 3/4/04) and I have the following comments: 1. The Top of Frame elevation of the detention basin outlet structure needs to be lowered to about elevation 180.9 so it takes water during the 100 year and possibly 50 year storms. 2. Change the inlet orifice to the detention basin outlet structure so it is smaller(15"was previously discussed with the Engineer)to increase the detention for 2 and 10 year storms. 3. The low maintenance grass seed mixture shown on the plans for the slopes needs to be reviewed and approved by Town Staff. Staff have recommended that these slopes be planted with a low maintenance ground cover such as Crown Vetch or Flat Pea. 4. Two additional catch basins should be placed in the cul-de-sac to aid in drainage. The applicant needs to include a gutter flow analysis or otherwise show they are not necessary to the satisfaction of the Town Engineer if these additional catch basins are not part of the final plans. 5. WPCA review and approval is required for this site. Please call me(x 245)if you have any questions. 10*N sfq� RECEIVED APR 15 2004 9 r. w� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT O'WA WINDSOR PLANNING DEPL SOR-CO TELEPHONE (860) 644-2511 April 12,2004 Mr.Robert Manarino Mannarino Builders,Inc. 1169 Ellington Road South Windsor,CT 06074 RE: Eagle Run Subdivision Nevers Road South Windsor,CT Dear Mr.Mannarino: The South Windsor Water Pollution Control Authority,at its regular meeting of April 6,2004,gave approval for the connection•to the Town's sewerage system of a residential subdivision located on Nevers Road,as more specifically shown on plans entitled`Eagle Run—An Active Adult Community— Topographic and Conservation Plan'prepared by Alford Associates,Inc.,Drawing No.4 dated 12-18-03, revised 12-31-03, 1-5-04,2-6-04,2-9-04,2-18-04 and 3-2-04,and subject to the following conditions: 1. Technical approval of the Town Engineering Department. 2. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff,and based upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans previously approved by the Authority,and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, J eph f.Carlo,o,Chairman Water Pollution Control Authority JJC:dd Cc: Matthew Galligan,Town Manager Michael J.Gantick,Director of Public Works Jeff Doolittle,Town Engineer / Marcia Banach,Director of Planning ✓ Chris Dougan,Chief Building Inspector Alford Associates,Inc. ----------------- =0 � :iMAmollom m gAQ WILSON M.ALFORD,SR..P.E.&L.S. WILSON M.ALFORD,JR..P.E.&L.S. ENGINEERS SURVEYORS MANNERS CHRISTIAN L.ALFORD,P.E..&L.S. 200 PIGEON HILL ROAD P.O.BOX 484 1 WINDSOR CT 06095 PHONE(860)688-7288 1 FAX(860)688-3485 alford@snet net JOSEPH LANE Gutter Flow Analysis i TIME TO AREA I SUM TOTAL RAINFALL IQ TO IGRADE OF CROSS SLOPE !DEPTH OF 'WIDTH OF AC AC INLET INLET ACRES "C" JA X CIA X C AC IINTENSITYIINLETJGUTTER I SHOULDER FLOW FLOW BYPASSING BYPASSING ENTERING CB 5 10 10.49 0.46 ::`':pri'2'�i"`: 4.8 >: 9 ;;:` 1.5 0.03 0.17 5.1 0.42 0.`A9 f) �:4E; ... CB 4 10 10.19 0.77 4.8 Epi i2 1.5 0.03 ; 0.17 5.5 0.55 0.11 ( l ___..-- CB 3 10 0.69 0.58 a0 j, ({ c 0 53:i;i 4.8 8 <2 47 SUMP 0.03 03 0.24 8 0 0,00 BI.i....... T-_ CB 6 10 0.37 0.58 :E 1'E: 4.8 i :;iE1:3:..: 1.5 0.03 0.17 S.2 0.44 0.09. b: ��. f . .., 0.03 0.16 4.7 0.28 i?CB 1 10 0.28 0.53 4.8 - - CB 2 10 0.98 0.56 ': 5 ;;:<:p::5? ;:'�5. 6.9.:`: 4.8 3a; �k:.. 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W 'I 0 0.1 o,w oil O.3 0.4 Os GA 10.7 0.* DISCHARGE PER FOOT OF EFFECTIVE PRRIMEYER •f:... TOWN OP *OUT" WINOMOI! NYbRAUL IO CAI'Ad;TY pl"► , STANDARD DETAIL GRATE INLET IN BUMP JANUARY, 1991 CHART a) Rcvi sco: *UD L I O W=Kt O*Waron II-29 r " i South • • Planning Department Memo To: Mannarino Builders,Associates From: Michele R Lipe,Assistant Director of Planning Date: 04/20/04 Re: Conditions of mylar release for#03-96P, Eagle Run and#04-06P,Joseph Lane Estates The following are the conditions that must be met in order for the release of the above referenced mylars: 1. All of the bonds for both approvals must be posted. Eagle Run SRD-$20,000 E &S; $10,000 biofiltration establishment;$10,000 landscaping. Joseph Lane Estates Subdivision—$5,000 E& S;$15,000 stormwater structures 2. A subdivision bond in the amount of$500,000.00 must be submitted for Joseph Lane Estates. 3. A liability policy in the amount of$1,000,000 must be submitted for Joseph Lane Estates. 4. Drafts of easements for Joseph Lane Estates must be submitted. 5. No pre-construction meeting will be set until the plans have been finalized. You will be allowed to cut trees,establish E&S measures and stump trees in the interim. Contact Jeff Folger once the E&S measures have been place. Jeff Doolittle, Town Engineer, will review final plans upon his return. A letter from the engineer addressing the outstanding comments is required to expedite the review process. In the event changes are required which affect the plot plan that was placed on file, a new mylar will be required to be filed. l,�iLGtd.C, . 1540 Sullivan Avenue,South Windsor,CT 06074 PH 860-644-2511,ext.253 Fax 860-644-7280 e-mail banach(absouthv indsor.or-a •Page 1 -oo N Se4 C 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR•co TELEPHONE (860) 644 2511 June 3,2004 Mr. Robert Mannarino Mannarino Builders, Inc. 1169 Ellington Road South Windsor, CT 06074 Re: - Preconstruction Meeting—Appl 03-696P, Eagle Run SRD App104-06P, Joseph Lane Estates Dear Mr. Mannarino: IN ATTENDANCE Michele Lipe TOSW 1540 Sullivan Avenue 860 644-1522 x253 Jeff Folger TOSW 1540 Sullivan Avenue 860 644-2511 x229 Bernie Drabek TOSW 1540 Sullivan Avenue 860 644-2511 x241 Mel Stead TOSW 157 Burgess Road 860 648-6366 Jeff Doolittle TOSW 1540 Sullivan Avenue 860 644-2511 x245 Cathy Hoggatt SBC 40 Brainard Road, Hfd 860 725-4433 Denise Mazzoli Cox Cable 801 Parker Street 860 432-5041 Gibby Creigton Simscroft Echo Farms Simsbury 860 573-7179 Skip Alford Alford Associates Windsor 860 688-7288 Mark Lane Simscroft Echo Farms Simsbury 860 658-3673 Frank Mannarino Mannarino Builders 1169 Ellington Road 860 2897055 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, Zoning/Wetlands Enforcement Officer 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 Nevers Road. Calcium chloride or water is to be used for dust control as required. 4. No paving until grass is established in the detention basins. qq�l Public Works 1. Three complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by the Planning Department along with plans developer needs. Only approved plans are to be used on the job site. 2. The Engineering Department is to be notified forty-eight (48) hours prior to the start of major construction work 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. Two (2) weeks' notice must be given prior to placing the finish pavement course. This is to allow for inspection and correction measures(if necessary)of the infrastructure,prior to final pavement. 6. Applicant/developer should be aware that the inspection of the infrastructure improvements may result in the replacement of structure tops and/or structures prior to final paving if found to be deficient. 7. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 8. Progress As Built Plans are to be submitted to the Town Engineer for approval prior to paving and after subgrade formation. 9. As built plans are to include horizontal and vertical location of all underdrains, collector drains, footing drains, and sanitary sewers and house service laterals located as per revised as-built checklist. 10. 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. 11. Any problems and/or questions regarding construction of this project will be directed to Gibby Creighton in the field at(860) 573-7179 and at home at(860) 668-2568. 12. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 13. Job meetings will be held as needed, and can be called by the developer or Town. 14 Forty-eight-(48)hours' notice needed for certificate of occupancy inspection. i 5. 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. 16. Normal hours of operation 7:00 a.m.—5:00 p.m.,no work on Sunday. 17. Street cut permit needed from the Town of South Windsor. 18. No paving after October 15 or before April 15 without written approval from Director of Public Works. 19. 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. 20. Inspection of gravel access roads required prior to placement of topsoil. 21. Sanitary lateral locations should be tied down to existing structures and shown on the progress as-builts. 22. For concrete sidewalks, 8"depth with reinforcements is required at driveway crossings. If the sidewalk is constructed before lot development,the locations must be indicated on the as-built plans. If a proposed driveway location is moved,the sidewalk must be removed to the nearest expansion joint and rebuilt to the proper depth with reinforcement. 23. If a concrete monument is located within a driveway; a cast iron frame and cover must be provided for town public improvement specifications. 24. 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. 25. ,During construction for individual house lots, lot to lot drainage must be addressed with drainage swales as necessary. For lawn establishment,town staff will be requiring erosion control measures to be installed prior to the issue of the certificate of occupancy to ensure soil stabilization. A detailed erosion control plan must be implemented and depicted on the plot plan for review prior to the issuance of the building permit—most particularly on lots with extensive grading. 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. SNET/NU 1. Contact utilities for coordination of utilities connection. Fire Marshal 1. Blasting(if required)to be coordinated with the Fire Marshal. qq9 Police Services 1. Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead. If the developer occupies or owns the building after construction emergency numbers must be provided to Police Services. 2. All buildings located on property that abuts a public highway must be numbered and visible from the street. All numbering shall comply with Town Ordinance 6-800 through 6-802. Barns, garages, and outbuildings, which are located on the same premises as a numbered structure, are excluded. 3. Erect temporary sign on the site during construction identifying the project. 4. If an alarm is to be installed contact Police Services. Building Department 1. Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Sincerely, J"" � Michele R. Lipe, AICP Assistant Director of Planning MRL/kak cc: Jeff Doolittle,Town Engineer Karl Reichle, Public Works Mel Stead,Public Works Christopher Dougan, Chief Building Official Fred Shaw, Superintendent of Pollution Control CL&P &SNET TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON + 'p MAa( w Phone No. �S.S Address //dp� Site Name L-:A&c_E AVfJ Wii IT P&Z No. 03 — °C 6 Owner s VN fvti%,, I A!G. Phone No. F7 "7o s jr Contractor VV�A W hGr '�- Signature of Owner '. Date: Signature of Design Engr. jai �' ( Date: }• " u q" CHANGE: (Describe location and nature of change. Include Four (4 ) copies of plan/profile of Change. ) _ Reason for Change: (Why is change required) e,,^Ar;» v s . c. APPROVALS: (As Require ) Dir. Of Planning �ik4 Date: D D Town Engineer - . t` ' :v'is l Date: Dir. of Public Wor s Date: Other: Date: STAFF COMMENTS: White Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department :z, ct� 40. r + 1995.48 41 195.38 1$4e N/F TOWN OF SOUL. 10815 4g,00' S'-Ift stk clear E. oo• (OPEN SPAY. •� 2928 ._ 1'�_ M 40 off ask t 3 6 iz 15 203 9 .381743 i 11 .. 2.93 17 1 ' g 0 10 offset 11 115 + . 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IR014 PIN stk yd D 9 1vQ� - :e �fJJ.2 1 knee------ ,' _ � . 1b56 _. - v stk clear _silt fence _-- silt fence OA•' ' slltnfen�e7 _ + 2.10 - TRAVPT stk dear105 1584 1583 1582 stk deZfr8 107 106 stk clear 1 On CALC stk clear 1 Ostk clear CALC CALC CALC CALC CALC t INSTALL CONSMUC77ON ENTRANCE PAD PRIOR TO DRIVEWAY CONSTRUCTION (A MINIMUM OF 20 FEET LONG) Qlso0s� FpUn Ac 1 9 2 1g3 5 I II 'Z p H � 71pN 3 19 13 o o o tTl yZ 194.1 N 190.2 •/,,'� S 1210 1945 , i i t c 789.9 [�� ° 'P 1gb•5 I 1 C.L.&P. CO. EASEMENT - - a'� WATE MAIN \ - \moo > 192.7 -- .. -- -- �gq•h TF=193h CONNEC77CUT WATE7? I �:6% 1gg•5 COMPANY EASEMENT SAN.r. /4 192.1 7F-19r.45 EAGLE RUN 192.9 4' WOE �°�1 \�� 1g 5•oq c re Tv , ;' CONCRETE WALK \ �` o HIGH P 193.1 48.2' 192.3 �' sa�8 W o NsRt,y0USF w 0 192 192.5 ?� �C,885.0 ` T "�"' < " �6 �. " Fo\'o Co 3 / p N �t-4 10 )s O 9 , .. S� `✓ q3� . . /'9S•S "u:'' 195.0 /� ''�io .� � � � FD Hp So l� ���Opv 1gk5 I rn� 1 i r- 18 114- .1idS1g5 194.5 _ 194.2 s � 1 S.0 194.5 194 � 1rD TP=193.2 �, -- - -- -- 10, YARD i 195 ----- 25' BUFFER --------- 111 45.58' 44 89' 44 05' 105 05' ;+ 50.13' 56'27' W N 88 44'14" W N 84 40 31" W N 89'15'15" W i rn m " S 86 2459 V 862956" W N 8938'24" W r N N/F ARTNUR D. AND BARBARA B. IMLLIAMS p GRAPHIC SCALE 40 0 40 so d41IR CONIV ',e�P�ti N A ( IN FEET ) THE LOCATIONS OF UNDERGROUND UTILITIES ARE c No. 9344 APPROXIMATE AND ALL UTILITIES MAY NOT BE '•.��o�-.�/CENSED•• :��� .*l SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR ef'110S10NAL SHALL CALL 1-800-922-4455 AND HAVE THE UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIV 11 S�VI N St Tlaa� O-P sioa� V&U&ot 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 gOR•COC� AREA CODE 860/644-2511 r'YO CERTIFIED MAIL March 29, 2004 7002 3150 0002 0356 3922 Mr. Robert Mannarino Mannarino Builders, Inc. 1169 Ellington Road South Windsor, CT 06074 Re: Appl 03-96P, Eagle Run SRD Dear Mr. Mannarino: At its March 23, 2004 meeting,the Planning and Zoning Commission voted to approve your request for Special Exception Article 4.1.12 and Site Plan of Development. This approval is for the construction of a 20 unit Senior Residence Development to be known as "Eagle Run"on property located on the easterly side of Nevers road, Southerly of Wood Pond Drive,RR zone as shown on plans prepared by Alford Associates, Inc.,Job No.M03101 SRD, dated March 2, 2004, as.revised. This approval is subject to the following modifications: 1: Prior to commencement of any site.work, a meeting must be held with Town Staff. f 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$20,000 to ensure compliance with the Erosion and Sedimentation control measures and$10,000 to ensure establishment of the biofiltration system. Erosion&sediment control bonds must be posted prior to commencing any site work. 4.. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. 5. A landscape bond in the.amount of$10,000.00 is required and must be submitted prior to filing 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. WPCA approval is required. A hold harmless agreement and permission to enter form will need to be provided to the Town to allow the refuse&recycling vehicles to enter the site. 8. The street number(s)must be included on the final plan. 9. A waiver is granted to allow the buffer to be coterminous with the yard setback along the northern boundary and the northeastern boundary as shown on plans submitted. 10. The applicant must obtain the permanent easements for the sewer and storm drainage on Town-owned property. 11. Additional evergreen screening must be added along the northern property boundary in the area of the existing homes along Wood Pond Drive to the satisfaction of Town Staff. 12. Engineering comments dated 3/23/04 must be addressed to the satisfaction of the Town Engineer. 13. Sidewalks are required on both sides of the new street and along the property's entire Nevers Road frontage. 14. Show existing vegetation to remain along Nevers Road frontage. Black and white transparent mylars of Sheet#3 with the above modifications, together with three blueprint copies of the entire set of 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, Timothy H. Wentzell, Chairman Planning and Zoning Commission THW/kak cc: Town Engineer Chief Building Official Assessor Design Professionals, Inc I,Timothy H. Wentzell, Chair, of the South Windsor Planning&Zoning Commission,hereby certify that on March 23, 2004,the Planning and Zoning Commission granted to Mannarino Builders, Inc., Inc. a Special Exception to Article 4.1.12 of the Zoning Regulations to allow a 20 unit Senior Residences Development to be known as "Eagle Run"on property located on the easterly side of Nevers Road, southerly of Wood Pond Drive,RR zone, as shown on plans prepared by Alford Associates, Inc., P.O. Box 484, 200 Pigeon Hill Road, Windsor, Connecticut, 06095 Assessor's Map: #125 and Parcel Number: 53 & 54 More particularly bounded and described as follows: TO ALL PEOPLE TO WHOM THESE i'RF.SENTS SHALL COME,GREEMNC: KNOY1l YE,THAT,I,Christopher S.Ciechowski(hereinafter referred to as the "Grantor").of the Town of South Windsor,County of Hartford,and State of Connecticut,for divers good cause and considerations thereurito moving,especially for TWENTY THOUSAND AND NO1100($20,000.00)DOLLARS received to my full satisfaction of WENDY J.CIECHOWSKI,(hereinafter referred to as the"Grantee"}, of the Town of South Windsor,County of Hartford,and State of Connecticut have remised,release,and forever quitclaimed,and do by these Presents,for myself and my successors and heirs,justly and absolutely remise,release,and forever QUIT- CLAIM unto the said Grantee,her heirs and assigns forever,all the right,title, interest,claim and demand whatsoever as I,the said Grantor have or ought to have in or to a certain piece or parcel of land situated in the Town of South Windsor, County of Hartford and State of Connecticut,and being more particularly described as Lot 2 on a map entitled,"Fuss&O'Neill consulting engineers Manchester, Connecticut Subdivision Plan for Elizabeth Tycz Nevers Road South Windsor,CT. Prol.No.80-234a Dated 2/9/81 Revised 417/81 Scale I'm 40'Designer LJ.G. Checker W.F.K Sheet No.1 of 1",which map is on file in the Town Clerk's Office of the Town of South Windsor. 1, RAYMOND TYCZ alk/a RAYMOND E. TYCZ, of Las Vegas, Nevada, for the consideration of TWO HUNDRED FORTY-FIVE THOUSAND($245,000.00) DOLLARS, grant to JEAN K. PATRIA,of the Town of South Windsor,County of Hartford and State of Connecticut,with WARRANTY COVENANTS, a certain piece or parcel of land in the Town of South Windsor,County of Hartford and State of Connecticut known as 558 Nevers Road and being more particularly described and shown as"Parcel 3. Remaining Land of Elizabeth Tycz, area = 6.6 acres", and "Lot 1. Area = 40,800 sq.ft" on a map entitled "Subdivision Plan for Elizabeth Tycz Nevers Road South Windsor, CT. FUSS & O'NEIL Consu'~ing Eng€;,C-Gr z iJ;;r,cnester,Connecticut. Proj.No.80-234a Date 2/9/81,revisions 4/7/81,Scale 1"=40'Field 255 Designer L.J.G.Checker W.F.K.Sheet No. 1 of 1",which map is on file in the Town Clerk's Office of the Town of South Windsor. Being the same premises described in a Quit-Claim Deed dated May 18. 1981 and recorded May 19, 1981 in Volume 299 at Page 14 of the South Windsor Land Records. SUBJECT TO: 1. Any and all provisions of any ordinance, municipal regulation, public or private law. 2. Taxes on the Grand List of October 1, 2001, and thereafter, which taxes the Grantee herein assumes and agrees to pay as part consideration for this deed. KNOW YE,That 1,JEAN K.PATRIA, of the Town of South Windsor,County of Hartford and State of Connecticut(hereinafter called Grantor)for the consideration of ONE HUNDRED THIRTY-FIVE THOUSAND ($135,000.00) DOLLARS received to my full satisfaction of RAYMOND TYCZ a/k/a RAY-MOND E.TYC?, of L as Vegas, Nevada, County of and State of Connecticut, (hereinafter called Grantee).I give, grant, bargain, sell and confirm unto the said RAYMOND TYCZ, that certain piece or parcel shown as 6.6 acres on Nevers Road, South Windsor, Connecticut, more particularly bounded and described in Schedule A attached hereto and made a part hereof. TO HAVE AND TO HOLD the above granted and bargained premises, with the appurtenances thereof,unto the said Grantee,his heirs,successors,and assigns forever,to him and their own proper use and behoof. And also, II, the said Grantor, do for myself, my heirs, executors,administrators,and successors,covenantwith the said Grantee,his heirs,successors, and assigns,that at and unto the e ns eali n of thes e resents 1 am well seized of the remises presents, premises, as a good indefeasible estate in FEE SIMPLE;and have good right to bargain and sell the same i in manner and form as s above written and tha t th e same is free from all encumbran ces whatsoever,except as hereinbefore mentioned. AND FURTHERMORE, I,the said Grantor by these presents bind myself and my heirs and assigns forever,to WARRANT AND DEFEND the above granted and bargained premises to the said Grantee, his heirs, successors, and assigns,-against all claims and demands whatsoever,except as hereinbefore mentioned. THE CONDITION OF THIS DEED IS SUCH, that whereas the said Grantor, JEAN K. PATRIA, is justly indebted to the said Grantee in the sum of ONE HUNDRED THIRTY-FIVE THOUSAND ($135,000.00) DOLLARS as evidenced by promissory note for ONE HUNDRED THIRTY-FIVE,THOUSAND ($135,000.00 ) DOLLARS of even date herewith, payable to said Grantee or order a copy of which is attached hereto as Schedule B. NOW THEREFORE,if said note shall be well and truly paid according to its tenor,and all the other terms and conditions of said note and this mortgage are duly performed,then this deed shall be void,otherwise to be and remain in full force and effect. OWNER OF RECORD: #548,Wendy J. Despard and#558,Jean K. Patria Dated at South Windsor, Connecticut this 29th day of March 2004 In accordance with CGS Section 8-3d 19-1171 Timothy H. Wentzell, Chairman Planning&Zoning Commission Received for record this day of , 0_, at South Windsor, Connecticut ATTEST: �y1 N Se4 y F -own op s-oa'di 0 fi 1 �C, 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 soe-co�' TELEPHONE (860) 644-2511 September 24, 2004 Mr. Robert Mannarino Mannarino Builders, Inc. 1169 Ellington Road South Windsor, CT 06074 Re: Appl#03-96P, Eagle Run Senior Residence Development Bonds -, Dear Mr. Mannarino: This is to advise you that the Planning and Zoning Commission voted on September 21,2004 to set the private improvement bond for the above reference application in the amount of $544,558.00. At the same meeting the Commission voted to reduce the private improvement bond from$544,558.00 to 193,545.00. Would you please forward the bond showing this reduction at your earliest convenience. Sincerely, Timothy Wentzell Planning&Zoning Commission cc: Town Engineer Chief Building Official Zoning Officer To: Marcia Banach, Director of Planning From: Jeffrey B. Doolittle, P.E., Town Engineer Date: 11/21/05a RE: Eagle Run SRD Bond (03-96P) Mannarino Builders has requested the Town reduce the bond for infrastructure improvements for the Eagle Run SRD. The Engineering Division has inspected the work completed and reviewed the bond reduction for this project. We recommend that the bond for Eagle Run SRD be reduced to$58,000 based on the work completed to date. Please call me if you have any questions. 10'N N Sf4 7-own O-P S-Oam' ?d&U&Ot 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 Solt-co�' AREA CODE 860/644-2511 December 6, 2005 Mr. Robert Mannarino Mannarino Builders, Inc. 1169 Ellington Road South Windsor, CT 06074 Dear Mr. Mannarino: Re: Appl #03-96P, Eagle Run SRD This is to advise you that the Planning and Zoning Commission voted on November 22, 2005 to reduce the site bond to $58,000.00. Please forward an amendment to the letter of credit we are currently holding showing this reduction at your earliest convenience. Please note that this letter of credit should be for a total of $60,000 as it includes the IWA/CC bonds for this project. Sincerely, 1 Patrick Kennedy Planning&Zoning Commission ML cc: Town Engineer Chief Building Official SOWN St4 O ~ J 7-� O-P siou V V&ul&�-t G =rl 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR CO��ty AREA CODE 860/644-2511 CORRECTED LETTER of BOND REDUCTION December 16, 2005 Mr. Robert Mannarino Mannarino Builders, Inc. 1169 Ellington Road South Windsor, CT 06074 Dear Mr. Mannarino: Re: Appl#03-96P, Eagle Run SRD This is to advise you that the Planning and Zoning Commission voted on November 22, 2005 to reduce the site bond to $58,000.00. Please forward an amendment to the letter of credit we are currently holding showing this reduction at your earliest convenience. Please note that this letter of credit should be for a total of $98,000 as it includes the IWA/CC bonds and landscape bonds for this project. Sincerely, CIL Patrick Kennedy Planning&Zoning Commission ML cc: Town Engineer Chief Building Official r 923 Main Street P.O. Box 231 Manchester, CT 06045 860 645 2183 �� IewAl(''�nCe Bank January 1l, 2Q06 Mr. Timothy Wentzell Planning and Zoning Commission Town of South Windsor South Windsor, CT 06074 RE: Mannarino Builders Eagle Run Senior Residence Development Bond Letter of Credit No. 9502021913 Original Amount: $300,000.00 Vol. 1599 Page 90 Amended Amount: $193,545.00 Amended Amount: $0 Original Date: April 16, 2004 Expiration Date: April 16, 2006 Dear Mr. Wentzell: We hereby amend our Letter of Credit#9502021913 referenced above. Amended Amount reduced to: $0 We are providing you with a Bank Check in the amount of$98,000.00 to secure the remaining balance of your Maintenance Bond on the captioned property. We will release our Letter of Credit mortgage and this cash that is being posted should be returned to Mannarino Builders when the bond is further reduced or released. If you have any questions, please do not hesitate to contact me. Sincerely, NEWALLIANCE BANK U \ X�- Leslie Clancy Assistant Vice Presi ent cc: Robert Mannarino, Mannarino Builders, Inc. Acknowledged by: AJe4j, Date: A 3 /1 b Pl g&Zoning mmi n BOND TRANSMITTAL DATE• APPLICANT NAME M it t� A a� ,� AAJ-4ttM ADDRESS PROJECT LOCATION/ADDRESS LOT SUBDIVISION (73 P ���,(� SKID P&Z OR IWA/CC APPLICATION NUMBER *o3 $ !ON) AMOUNT OF BOND q F O 00 4201 Ov v 42,0; 000 rW 4-Ic CHECK NUMBER � o 00 (p 33.) V DEPARTMENT SUBMITTED BY f i 7-3 NAME DATE RECEIVED BY FINANC � DATE SUB ACCOUNT NUMBER HAPlanning DepartmentlHolmes\fotms\BOND TRANSbIITTAL 08-27-Ol.doc BOND TRANSMITTAL DATE: ��231 APPLICANT NAME 6 " a A �� &AALJ-t tom, ADDRESS PROJECT LOCATION/ADDRESS LOT fo SUBDIVISION �3- P C (� f' , SKID 96 P&Z OR IWA/CC APPLICATION NUMBER �3 - p oa h5co o AMOUNT OF BOND a 00 , 2 u 'o v 2 0, oafl.J 4-/c CHECK NUMBER 'Dti0 33ay � DEPARTMENT s SUBMITTED BY _,. W ' Z3 NAME DATE RECEIVED BY FINANC 23 DATE SUB ACCOUNT NUMBER Ign 9sl HAPlanaing Department\Holmes\forms\BOND TRANSMITTAL 08-27-0i.doc SONN sf'q co �� 07 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 soe•co TELEPHONE (860) 644-2511 August 2,2010 Mr. Robert Mannarino Mannarino Builders, Inc. 1169 Ellington Road South Windsor, CT 06074 Re: Appl. #03-96P, Eagle Run SRD-Stormwater Bond Release Dear Mr. Mannarino: This is to advise you that the Planning and Zoning Commission voted on July 27, 2010 to release the above mentioned bond in the total amount of$5,000. If you have any further questions contact the Planning Department at 644-2511, ext. 252. Thank you. Very truly yours, Patrick Kennedy, Chairman PLANNING&ZONING COMMISSION PK/ma cc: Town Engineer