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HomeMy WebLinkAboutBerry Patch Spec Exc/Site Plan May 30 02 03: 15p 860-291-8757 p. 2 -ruwr ur suu'rn wiNUSVK !'ll"NING a ZONING COMWISSION RECEIVED APPLICATION FORM L/ Application No: MAY 2002 Official Receipt Date: / SOUTH WINDSOR PLANNiN6 nEPT, Receipt No: The South Windsor Housing Authority; and APPLICANT: The Metro Realty Group, LTD, c% Geoffrey Sager, President PROJECT NAME: Berry Farm 1540 Sullivan Ave., 93u= WirKlsor, Cr ; ADDRESS: 6 Executive Drive, Farmington, CT 06032 OWNER-OF RECORD ON LAND RECORDS: Donald S. Dzen, Donald S. Dzen, Jr. & Joseph M. Dzen ADDRESS: 129 Overlook Road, South Windsor, CT 06074 COMPLETE LOCATION OF PROPERTY: 205 Oakland Road (south side of Oakland Rd./west side of Felt Rd.) ASSESSOR'S MAP # 52 PARCEL#92 ZONES 30 NAME, ADDRESS, TEL& FAX# OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Peter R. DeMallie, Design Professionals, Inc. 165 South Satellite Road, South Windsor, CT 06074, Tel: 291-8755, Fax: 291-8757 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 4.1.11 (Public Hearing, Certified letter to abutters required) © Site Plan of Development Housing for the Elderly ❑ General PIan 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 prior to being heard by the Commission. Signature.Qf plicant Signature of Property bwner p VOL. 1056PAGE 245 QUITCLAIM DEED-STATUTORY FORM 125 KNOW YE,That I,JOHN DZEN of the Town of South Windsor,County of Hartford c C.C.1 E D and State of Connecticut, 1 ;. for consideration paid, PlAiY 1 2002 grant to DONALD DZEN of the South Windsor, County of Hartford and State of Connecticut, SOUTH NDSOR PLANNING DEPT, d with QUITCLAIM COVENANTS a d An undivided one-half(1/2)interest in and to a certain piece or parcel of land located on 6 the Southwesterly side of Oakland Road in the Town of South Windsor, County of a Hartford and State of Connecticut and more particularly bounded and described as follows: 3 ' Beginning at a point marked by a drill hole in brownstone in the apparent general southwesterly line of Oakland Road a/k/a Connecticut Route 30 which point marks a I Northwesterly comer of the premises herein described and a Northeasterly comer of land o now or formerly of Pauline G.Johnson;thence,S.37° 1 V 46"W.,a distance of 147A6 feet to a brownstone; thence continuing along said Johnson,N.45° 51' 28" W., a distance of 119.61 feet to a concrete monument;thence continuing along said Johnson,S. F 39'34' 11"W.,a distance of 179.98 feet to a granite monument;thence continuing along said Johnson and land now or formerly of Anton Simler,Jr.,in part on each,N.61°31' 5 1"W. in all,a distance of 293.72 feet to an iron pin; thence N.52°09'44"W.along line of said Simler,a distance of 108.86 feet to an iron pin;thence N.76°58'41"W.,still t along line of land of said Simler, a distance of 70.51 feet to an iron pin;thence N.890 13' 59" W., still along line of said Simler, a distance of 216.28 feet to a granite monument; thence continuing along line of land now or formerly of Fred S.Katten,N. 85°29'41"W.,a distance of 114.91 feet to a point;thence S.03°48'46"E.along line t of land formerly of the Grantor and Grantee, now of The Village at Buckland Court, Limited Partnership,a distance of 569.08 feet to a point;thence S. 76°28 10"E., a distance of 10.97 feet to an iron pin;thence S.76°17' 19"E.along line of land of parties unknown,land now or formerly of Karen E.Heldman and land now or formerly of Karen A. O'Connor, in part on each, in all a distance of 696.49.feet to an iron pin; thence continuing S. 73° 59' 02" E. along land now or formerly of Bryan M. and Heather Corsini and land now or formerly of Michael J. and Kristin G. Suppicich,in part on each, in all a distance of 621.53 feet to an iron pin in line of Felt Road; thence,N.21° ( 13'25"E.along Felt Road,a distance of 95.98 feet to an iron pin;thence,N.68°45'26" 8 �99 tt W.along line of land now or formerly of Lois H.Petersen,a distance of 182.82 feet to an ___lg t' � iron pin;thence N.42°17'02"W.still along line of said Petersen,a distance of 489.28 feet to a concrete monument;thence N.37°39' 09"E. ,still along line of land of said �dittOSO? _ Petersen,a distance of 355.51 feet to a broken monument in line of said Oakland Road; 'PAGE thence N.42°14'X'W.along Oakland Road,a distance of 61.78 feet to the drill hole in "^ C.FRi; a brownstone monument which marks the point and place of beginning. 3 Said parcel contains 14.01 acres of land,more or less. �iF.. Together with and subject to all such easements,rights of way and water rights as of record appear. Said premises are subject to any and all provisions of any ordinance,municipal regulation,or public or private law. -- - _` AS PART CONSIDERATION for this conveyance,the Grantee herein assumes — and a to a the property green pay p perry taxes assessed or to be assessed by the Town of South Windsor on the List of October 1,1998,and thereafter. t:ONVEVAntq.TNcCENED -. STATE•too`i.D a3CAL$ N& DZVKCDW rowntx KOF soUMANosos TRAFFIC IMPACT STUDY i Berry Farms Adult Living Community South Windsor, CT December,2001 1 ' Prepared for: Metro Realty Group,Ltd. 10 Executive Drive ' Farmington,Connecticut 06032 1 w OR FUSS&O'Neill Inc. Consulting Engineers 146 Hartford Road,Manchester,CT 06040-5921 TEL 36o 646-2469 FAX 36o 643-6313 78 Interstate Drive,West Springfield,MA 01089 TEL 413 452-0445 FAX 413 846-0497 ' 56 Quarry Road,Trumbull,CT 06611 TEL 203 374-3748 FAX 203 374-4391 The Foundry Corporate Office Center 275 Promenade Street,Suite 350,Providence,RI 02908 TEL 4oi 861-3070 FAX 401 861-3076 ' Fuss&O'Neill,Inc. ' TRAFFIC IMPACT STUDY Berry Farms Adult Living Community TABLE OF CONTENTS SECTION PAGE EXECUTIVE SUMMARY 1.0 INTRODUCTION....................................................................................................... 1 2.0 EXISTING CONDITIONS.......................................................................................... 1 ' 3.0 BACKGROUND TRAFFIC........................................................................................2 ' 4.0 SITE GENERATED TRAFFIC ..................................................................................2 5.0 ANALYSES ................................................................................................................ 3 1 5.1 Intersection Capacity Analyses...........................................................................3 5.2 Intersection Sight Distance Analysis.................................................................. 5 5.3 Accident History................................................................................................. 5 6.0 CONCLUSIONS ......................................................................................................... 6 APPENDIX A-TABLES 1. Peak Hour Site Generated Traffic Volumes 4. AM Peak Hour—Queue Length Summary 2. Unsignalized Intersection Level of Service Summary 5. PM Peak Hour—Queue Length Summary 3. Signalized Intersection Level of Service Summary 6. Intersection Accident Data Summary APPENDIX B-FIGURES 1. Site Location Map 2. 2001 Existing Traffic Volumes Weekday A.M.Peak Hour 3. 2001 Existing Traffic Volumes Weekday P.M.Peak Hour 4. 2004 Background Traffic Volumes Weekday A.M.Peak Hour 4. 2004 Background Traffic Volumes Weekday P.M.Peak Hour 5. Percent Trip Distribution Weekday A.M.Peak Hour 6. Percent Trip Distribution Weekday P.M. Peak Hour 7. Site Generated Traffic Volumes Weekday A.M.Peak Hour 8. Site Generated Traffic Volumes Weekday P.M.Peak Hour 9. 2004 Combined Traffic Volumes Weekday A.M.Peak Hour ' 10. 2004 Combined Traffic Volumes Weekday P.M.Peak Hour APPENDIX C Capacity Analysis Worksheets-Weekday AM Peak Hour APPENDIX D ' Capacity Analysis Worksheets-Weekday PM Peak Hour G:\P97\97146\a70\Report\I 12101TIS.doc 1 ' Fuss&O'Neill,Inc. rEXECUTIVE SUMMARY As an aid to reviewers,this Executive Summary has been included to outline the various study parameters utilized in this report. Although a full explanation of the study methodologies is included in the text of the report,this summary can serve as a useful reference for reviewers. APPLICANT: Metro Realty Group SITE ACREAGE: 14 Acres± ' DEVELOPMENT SIZE/TYPE: 102 Units of Adult Housing ' APPLICATIONS: 1. Local: Town of South Windsor Planning and Zoning Commission Site Plan Application ' DESIGN YEAR: 2004 (Year construction will be completed) BACKGROUND TRAFFIC GROWTH FACTOR: 1.5 %per year(Peak Hour) ' TRAFFIC COUNTS: Fuss & O'Neill, Inc.-November 2001 PEAK HOURS ANALYZED: A.M. Peak Hour- 7:15 a.m. to 8:15 a.m. P.M. Peak Hour-4:30 p.m. to 5:30 p.m. EXPECTED TRIP GENERATION: ' A.M. Peak Hour-20 trips (9 enter, 11 exit) P.M. Peak Hour-22 trips (12 enter, 10 exit) ' CAPACITY ANALYSIS: Technique -Highway Capacity Manual(2000) Execution- Synchro Professional Software, Version 5.0 r GAP97\97146\a70\Report\112101TIS.doc 11 ' Fuss & O'Neill,Inc. ' 1.0 INTRODUCTION Metro Realty Group has proposed development of 102 units of Adult Housing on 14 acres±of property on Oakland Road(Route 30)in South Windsor Connecticut,as shown in Figure No. 1 ' of Appendix B. Fuss&O'Neill,Inc.has been retained to study the traffic impact of the proposed development. This study has been prepared to document our findings and is being submitted to the South Windsor Planning and Zoning Commission in support of a site plan application. 2.0) EXISTING CONDITIONS The 14 acre site is located on Oakland Road(Route 30)in the limited residential zone(AA-30). The site is bounded to the North by Oakland Road,and by private property to South,West,and East. The existing site has access drives to Oakland Road and Felt Road Extension. Access to the development is proposed to be located at the two existing locations on Oakland Road (Route 30) and Felt Road Extension. The Oakland Road drive will have a single access drive,which will be restricted to right turn in and right turn out only. This drive is proposed to be located approximately 630 feet west of Felt Road and 2,600 feet east of Sullivan Avenue (Route 194). The Felt Road Extension drive is proposed to be located approximately 320 feet south of Oakland Road and will provide full access. Oakland Road is a two-lane roadway, providing a single 13 foot wide lane with a 2 foot shoulder in each direction along the site frontage and has a posted speed limit of 40 and 35 mph in the eastbound and westbound directions respectively. ' Fuss&O'Neill placed Automatic Traffic Recorders(machine tube counter)on Oakland Road in the vicinity of the proposed site from November17 -25, 2001 to record daily traffic volumes, the 85th percentile speed in each direction, and vehicle classifications. The daily traffic on ' Oakland Road for this time period was found to be approximately 10,700 vehicles per day. The 85th percentile speeds are 52 miles per hour and 51 miles per hour in the eastbound and ' westbound directions respectively. To the west of the site, Oakland Road intersects with Sullivan Avenue (Route 194) and Buckland Road at a four-way signalized intersection. Sullivan Avenue is a four-lane roadway, which is a major route connecting Route 30 to Route 5 and Interstate 91. It has a posted speed limit of 40 miles per hour just north of Oakland Road. Buckland Road is a four-lane roadway, ' which provides access to numerous commercial developments, and to Interstate 84 in Manchester. ' To the east of the site, Oakland Road intersects with Felt Road and Felt Road Extension at a four-way signalized intersection. Felt Road is a two-lane roadway with 13 foot wide lanes and GAP97\97146\a70\Report\112101TIS.doc 1 Fuss & O'Neill, Inc. no shoulders, which has a posted speed limit of 25 miles per hour in the vicinity of Oakland Road. Felt Road provides access to numerous residential developments. ' Felt Road Extension is a two-lane roadway,providing a single 8 foot wide travel lane in each direction along the site frontage and has no posted speed limit. Several residential single family homes and the access drive to the gas station are located off of Felt Road Extension. Fuss & O'Neill placed an Automatic Traffic Recorder (machine tube counter) on Felt Road Extension in the vicinity of the proposed site from November17 — 25, 2001 to record daily traffic volumes,the 85th percentile speed in each direction,and vehicle classification. The daily traffic on Felt Road Extension for this time period was found to be approximately 52 vehicles per day. The 85th percentile speed for both directions was recorded at 28 miles per hour. 3.0 BACKGROUND TRAFFIC In order to determine the traffic impact of the proposed development on adjacent street traffic, manual turning movement counts were performed in the vicinity of the site on Thursday, ' November 15, 2001. The 2001 existing traffic volumes are shown in Figure Nos. 2 and 3 of Appendix B. Other proposed developments in the vicinity of the site were researched through the Town of South Windsor Planning Department and the Connecticut Department of Transportation State Traffic Commission and were included in the Background traffic conditions. Traffic associated with the Evergreen Walk Development,Watson Farms Deming Street Senior Housing,and the Strawberry Fields Community developments were included in the background traffic for this study. The Connecticut Department of Transportation Bureau of Planning recommended a 1.5 percent per year peak hour growth factor to account for normal traffic growth in the area. The proposed development is anticipated to be constructed in several phases to be completed by 2004. These projected volumes, shown in Figure Nos. 4 and 5 of Appendix B, represent the 2004 ' Background traffic volumes, which are defined as design year traffic without the proposed development. The potential for traffic impact for this type of development on the adjacent roadway network is greatest during the A.M. and P.M. peak hours, the periods when commuter traffic is at the ' highest levels. The traffic counts indicate that the morning peak hour for the Oakland Road area is 7:15 to 8:15 A.M., and the afternoon peak hour is 4:30 to 5:30 P.M. Therefore,these peak hours were analyzed for impacts. 4.0 SITE GENERATED TRAFFIC ' Fuss & O'Neill has contacted the Connecticut Department of Transportation (ConnDOT) Bureau of Planning to discuss the trip generation rate for this development. The Bureau of GAP97\97146\a70\Report\112101TIS.doc 2 ' Fuss & O'Neill,Inc. ' Planning stated that based on an age restriction of 55 years and older for these housing units, they have historically supported trip generation rates of.20 and .22 trips per unit during the A.M. and P.M. peak hours respectively. A comparison of these rates to Industry Standards was made using the 1997 Institute of ' Transportation Engineers (ITE) publication "Trip Generation". This publication provides a compilation of trip generation data for similar elderly housing facilities and data for entering and exiting traffic, relative to the number of housing units. Several land uses within the trip generation manual were reviewed for applicability to the proposed development. Given that the housing will be restricted to older residents, the most ' appropriate land use is ITE Land Use Code 250;Retirement Community. The manual describes the data for this land use as applicable to the following:"...developments restricted to adults or senior citizens which contain residential units similar to apartments or condominiums,and are usually self contained villages." It was our finding that the ITE rates were very similar to the rates accepted by the ConnDOT Bureau of Planning and therefore we used the ConnDOT rates to project site generated traffic. Using the 102 proposed units,the ConnDOT rate yields the number of vehicle trips that can be expected to enter and exit the site during peak hours. These trip generation volumes are summarized in Table No. 1 of Appendix A. As shown in Table No. 1, this development is expected to generate a total of 20 trips(9 entering, 11 exiting)during the AM peak hour,and 22 trips (12 entering, and 10 exiting) during the PM peak hour. The distribution of site generated traffic traveling to and from the proposed site, shown in Figure No. 6 and 7of Appendix B was developed based on the patterns of the residential traffic on the adjacent roadway network, and proximity to major highways in the area. ' Using the percent distribution,the site generated traffic was added to the roadway system with the results shown in Figure No. 8 and 9 of Appendix B. These volumes were then added to the ' Background volumes to yield the 2004 Combined Peak Hour traffic volumes shown in Figure Nos. 10 and 11 of Appendix B. 5.0 ANALYSES ' 5.1 Intersection Capacity Analyses In discussing intersection capacity analyses, two terms are used to describe the operating condition of the road or intersection. These two terms are volume to capacity ratio(v/c),and level of service (LOS). ' The v/c ratio is a ratio of the volume of traffic using an intersection to the total capacity of the intersection(the maximum number of vehicles that can utilize the intersection during an hour). The v/c ratio can be used to describe the percentage of capacity utilized by a single intersection 1 GAP97\97146\a70\Report\112101TIS.doc 3 Fuss & O'Neill,Inc. movement a combination of movements,an entire intersection approach,or the intersection as a ' � PP whole. As the v/c ratio approaches 1, the intersection nears capacity and it may become impossible to accommodate all the vehicles attempting to travel through the intersection. LOS is a measure of the delay experienced by stopped vehicles at an intersection. Signalized intersection LOS is rated on a scale from A to F, with A describing a condition of very low delay(less than 10 seconds per vehicle),and F describing a condition where delays will exceed 80 seconds per vehicle. Delay is described as a measure of driver discomfort,frustration,fuel consumption, and lost travel time. Therefore, intersections with longer delay times are less acceptable to most drivers. LOS is generally used to describe the operation(based on delay time) of both signalized and unsignalized intersections, while v/c ratio is applied to signalized intersections only. These definitions for v/c ratio and LOS, as well as the methodology for conducting signalized and unsignalized intersection capacity analyses, are taken from the "2000 Highway Capacity Manual" (Special Report No. 209),published by the Transportation Research Board. Using the above referenced signalized methodologies, A.M. and P.M. peak hour capacity analyses were conducted at the following intersections: 1. Oakland Road (Route 30) at Felt Road Extension 2. Oakland Road (Route 30) at Sullivan Avenue (Route 194)Buckland Road In discussing unsignalized intersection capacity analyses,the term"level of service"(LOS)is used to provide a description of the delay and operational characteristics of the turns from the minor street (stop sign controlled) to the major street, and turns from the major street to the minor street. Through vehicles are not delayed by the minor street and do not experience delay, and,therefore,are not rated with a level of service.Unsignalized intersection LOS is rated on a scale from A to F, with A describing a condition of very low delay (less than 10 seconds per vehicle), and F describing a condition where delays will exceed 50 seconds per vehicle. Using the above referenced unsignalized methodologies, A.M. and P.M. peak hour capacity analyses were conducted at the following intersections: 1. Felt Road Extension at Berry Farms East Site Drive 2. Oakland Road at Berry Farms North Site Drive Tables No. 2 and No. 3 of Appendix A presents a summary of the levels of service at these intersections for both Background and Combined conditions traffic volumes. Copies of the analysis worksheets can be found in Appendices C and D. Our determination of the traffic impact from the proposed development was made through a comparison of the Background LOS(without the proposed elderly housing development)versus the Combined conditions (with the proposed elderly housing development). GAP97\97146\a70\Report\112101TIS.doc 4 Fuss & O'Neill,Inc. As shown in Table No. 2 the intersections of Felt Road Extension at East Site Drive and Oakland Road at North Site Drive will operate a LOS B or better during both the AM and PM Peak Hours. The North Site Drive will be restricted to right turn in and right turn out only. f Oakland Road at Buckland Road at LOS o As shown in Table No.2 the intersection o p C and D during the AM and PM peak hour Background conditions respectively. The LOS at the intersection of Oakland Road at Buckland Road/Sullivan Avenue does not change during Combined conditions when site generate traffic is added to the Background conditions for both AM and PM Peak Hours. The intersection of Oakland Road at Felt Road Extension will continue to operate at LOS A during both AM and PM Peak Hour under Combined conditions.. We therefore conclude that the additional site generated traffic from this development will not significantly impact the capacity of the intersections analyzed. 5.2 Intersection Sight Distance Analysis Intersection sight distances for the proposed site driveway intersections on Felt Road Extension and Oakland Road were measured in accordance with ConnDOT guidelines. Upon field investigation, the proposed east site driveway can provide approximately 320 feet of sight distance to the north (left) and 230 feet to the south (right). In order to achieve these sight distances,the clearing of trees,brush,and vegetation will be required along the site frontage on Felt Road Extension. Additionally, Felt Road Extension should be widened along the site frontage to improve access,and the site drive should be raised higher than the existing access to improve sight distance. The proposed north site drive will provide approximately 900 feet of sight distance to the west(left) and 900 feet to the east(right). As previously noted,the 85th percentile speed measured by Fuss&O'Neill was found to be 28 mph in each direction on Felt Road Extension in front of the site. The ConnDOT minimum required sight distance is 265 feet in both directions for this design speed. To the right of the site drive the road dead ends 230 feet,which means there is sufficient sight distance. To the left (north) of the site drive, Felt Road Extension intersects Oakland Road at 320 feet from the intersection. Therefore after improvements have been made to clear vegetation,the driver will be able to see the entire length of the Felt Road Extension from the sight drive. Lastly as previously noted,the 85th percentile speed measured by Fuss&O'Neill was found to be 52 miles per hour and 51 miles per hour in the eastbound and westbound directions on Oakland Road in front of the site. The ConnDOT minimum required sight distance is 620 feet in both directions for this design speed. Therefore,the North Site Drive meets the ConnDOT criteria for the 85th percentile speed, and will provide ample sight distance. 5.3 Accident History Accident data was compiled from the Town of South Windsor and The Connecticut Department of Transportation(ConnDOT)for Oakland Road(State Route 30)at Felt Road intersection and Oakland Road(State Route 30)at Sullivan Avenue(State Route 194)intersection for the years 1998-2001. The Oakland Road (State Route 30) at Felt Road intersection is not on the GAP97\97146\a70\Report\I 12101TIS.doc 5 Fuss & O'Neill,Inc. ConnDOT Suggested List of Surveillance Study Sites (SLOSSS) for the years 1996-1998. While the Oakland Road(State Route 30)at Sullivan Avenue(State Route 194)intersection is on the ConnDOT(SLOSSS) for the years 1996-1998. Within the time frame compiled,there were 76 accidents at the intersection of Oakland Road(Route 30)and Buckland Road/Sullivan Avenue(State Route 194),which is an average of 19 accidents per year. Also within time frame there were 30 accidents at the intersection of Oakland Road(Route 30)and Felt Road,which is an average of 8 accidents per year. A summary of accident data can be found in Table No. 6 of Appendix A. Forty-four percent of the accidents were rear-end and twenty eight percent were turn related accidents for both intersections. These types of accidents are common at traffic signals, and according to ConnDOT,the frequency of accidents is not abnormal for a roadway of this type. The limited increase in traffic generated by the proposed Adult Housing Community is not expected to cause any appreciable change in accident frequencies. 6.0 CONCLUSIONS The purpose of preparing a Traffic Impact study is to identify the impact of the proposed development's site generated traffic. The proposed Adult Housing Community is projected to generate a total of 20 trips during the AM peak hour,and 22 trips during the PM peak hour. As determined by our analysis, these trips can be serviced by available roadway capacity of the adjacent roadway network. Adequate sight distance will be provided from the proposal drives. All intersections considered by this statement were found to operate acceptably with the addition of the site generated traffic. Our review of the accident history data revealed no existing safety problems within the site vicinity. It is recommended that existing trees,brush,and other vegetation be cleared along the Felt Road site frontage to ensure adequate sight lines. The Felt Road Extension site drive vertical alignment should be raised higher than the existing access to improve site distance. Also,Felt Road Extension should be widened along the site frontage to improve access. Based on the foregoing study and the recommendations outlined above, it is the professional opinion of Fuss & O'Neill that the Berry Farms Adult Housing Community will not have a significant impact on the traffic operations in the vicinity of the site. G:\P97\97146\a70\Report\112101TIS.doc 6 Fuss&O'Neill Inc. APPENDIX A BERRY FARMS ADULT LIVING COMMUNITY TABLES G:\P97\97146\a70\Report\112101TIS.doc Fuss & O'Neill, Inc. TABLE 1 PEAK HOUR SITE GENERATED TRAFFIC VOLUMES BERRY FARMS ADULT LIVING COMMUNITY South Windsor, Connecticut 102 Unit Development Average Rate Total Trips Trips Entering Trips Exiting (trips/unit) AM Peak Hour .20 20 Vph 9 Vph 11 Vph PM Peak Hour .22 22 Vph 12 Vph 10 Vph Note: Trip generation based on Rate per Connecticut DOT Research. G:\P97\97146\a70\Report\112101TIS.doe Fuss & O'Neill Inc. TABLE 2 UNSIGNALIZED INTERSECTION LEVEL OF SERVICE SUMMARY Berry Farms Adult Living Community South Windsor, Connecticut 2004 AM 2004 PM STOP CONTROLLED INTERSECTIONS* PEAK HOUR PEAK HOUR (Critical Movements) Background Combined Background Combined North Drive at Oakland Road (Rt.30) NA B NA B Northbound NA B NA B East Drive at Felt Road Ext. NA A NA A East Bound NA A NA A *Values indicated are critical movement Level of Service(LOS) **Values indicate LOS with implementation of proposed improvements G:\P97\97146\a70\Report\112101TIS.doc Fuss & O'Neill Inc. TABLE 3 SIGNALIZED INTERSECTION LEVEL OF SERVICE SUMMARY BERRY FARMS ADULT LIVING COMMUNITY South Windsor, Connecticut 2004 AM 2004 PM SIGNALIZED INTERSECTIONS* PEAK HOUR PEAK HOUR Background Combined Background Combined Oakland Road(Rt. 30) at Sullivan Avenue (Rt. 74) 0.75/C 0.75/C 1.00/1) 1.00/1) Oakland Road(Rt. 30) at Felt Road/Felt Road Extension 0.53/A 10.53/A 0.56/A FO 57/A *Values indicated are intersection v/c Ratio/LOS G:\P97\97146\a70\Report\112101TIS.doc Fuss & O'Neill Inc. TABLE 4 AM PEAK HOUR QUEUE LENGTH SUMMARY BERRY FARMS ADULT LIVING COMMUNITY South Windsor, Connecticut 2004 2004 Available Intersection Approach Lane Background Queue Combined Queue Storage (Feet) (Feet) (Feet) Oakland Road(Rt. 30) NB Left 31 31 185 At Sullivan Avenue(Rt. 74) NB Thru 121 121 SB Left 92 93 330 SB Thru 471 471 EB Left 69 69 275 EB Thru S5 56 NB Left 50 50 260 WB Thru 178 180 Oakland Road(Rt. 30) NB 23 27 At Felt Road SB 78 80 EB 79 80 SB 127 131 G:\P97\97146\a70\Report\112101TIS.doc Fuss & O'Neill Inc. TABLE 5 PM PEAK HOUR QUEUE LENGTH SUMMARY BERRY FARMS ADULT LIVING COMMUNITY South Windsor, Connecticut 2004 2004 Approach Lane Background Queue Combined Queue Available Storage Intersection (Feet) (Feet) (Feet) Oakland Road(Rt. 30) NB Left 47 47 185 At Sullivan Avenue(Rt. 74) NB Thru 426 531 SB Left 280 280 330 SB Thru 250 225 EB Left 443 445 275 EB Thru 179 145 NB Left 54 54 260 WB Thru 176 177 WB Right 301 303 350 Oakland Road(Rt. 30) NB 35 35 At Felt Road SB 54 55 EB 212 219 WB 98 101 G:\P97\97146\a70\Report\112101TIS.doc Fuss & O'Neill Inc. TABLE 6 INTERSECTION ACCIDENT DATA SUMMARY BERRY FARMS ADULT LIVING COMMUNITY South Windsor, Connecticut i ACCIDENTS PER YEAR* INTERSECTIONS/ROAD SEGMENTS Year Year Year Year** Total 1998 1999 2000 2001 S.R. 30 (Oakland Rd/Ellington Rd) and 23 16 16 21 76 S.R. 194 (Sullivan Ave/Buckland Rd) S.R. 30 (Oakland Rd/Ellington Rd) 2 2 1 0 5 Between Rt. 194 and Felt Rd S.R. 30 (Oakland Rd/Ellington Rd) and Felt 7 9 4 10 30 Rd *Values indicated are number of accidents within 200 feet of each intersection during time period shown. Data provided by the Connecticut Department of Transportation. **2001 Year data contains records through September, 2001. G:\P97\97146\a70\Report\112101TIS.doc Fuss&O'Neill Inc. r r r S APPENDIX B BERRY FARMS ADULT LIVING COMMUNITY FIGURES r G:\P97\97146\a70\Report\112101TIS.doe U ugnE ELIING�pN z�Z O © R040 BREEZY ,� 4W South Windsor OEERFAL0 k �u �F 3 9 T4ZZ c� ' LA. ® y2�5 $� a RTOGEF�LO ROAD I ® OAK4440 a 20 U4N u �pT,yEm N � O,p F N Z4,y �•I�V f �GW n � � z STREET . OEY/AC � T pV IEW BR0YrSITE QUC CATION 4 N STREET DEMING W N ' \\ �NpSpR _ 1 OF SputN CNESZER pF SO � 1000 0 1000 �n SCALE: 1" = 1000' MAP REFERENCE: THIS MAP WAS PREPARED FROM THE FOLLOWING 1999 FIGURE 1 CONN. DOT CARTOGRAPHIC/TRANSPORTATION DATA CD—ROM—SOUTH WINDSOR AND MANCHESTER. o 3 FLIES & OIL RMcDR«aft Enytr»«. a 146 TFORD ROAO.MMANCHESTE.CONNECTEUT Q6W0 2 3 In SITE LOCATION MAP g BERRY FARMS ADULT LIVING COMMUNITY V)rl : SOUTH WINDSOR CONNECTICUT a d ,� as PROJ. NO.:97146 A70 DATE:NOV. 2001 SCAT-= 1000' rn 0 > H W Lij _j a0 -j Lj M LL. flf O c=n ¢ — Loco 1 n +-179 i14 a 4-285 4—530 � 454 4—481 ELLINGTON ROAD 4J l Lo. 6♦6 rt OAKLAND ROAD ROUTE 30 4.1 1 L►413 97-- I I I 299-* 10� ,I I♦ li 290—► 137—► a 277-► 267-► V)N I I M M Z Q J Y � U Q O O MIX Z O U) Z LJ F- X Lv F- in Q w O L` w FIGURE 2 rn 003O Fm OmmL ANC"c.-att-g R.O.. h 146 HAR—0 ROAD —CHE—".—ECi -06040 n. (660)646-2466 N BERRY FARMS ADULT LIVING COMMUNITY 3 2001 EXISTING TRAFFIC VOLUMES E WEEKDAY AM PEAK HOUR NEW PARK AVE. SOUTH WINDSOR CONNECTICUT Lf _j PROD. NO.:97146 A70 DATE:NOV.2001 SCALE:NTS I� Dim ow as, as an Im am rn > IW— I J p J W U- w O N Q m 1 +-238 '-68 a a N 175 4-4 N m^� 429 f-512 ELLINGTON ROAD 4 1 Lo. 68 OAKLAND ROAD ROUTE 30 4 1 4r15 410-+41 t Ii 712-► 76-?''l t r* 890-► 379--► n 04 co 692-► 613-► `r2 101i m 3-i t t to w m 1O c) Z Q Y � U Q � O m � Z O Z W f— X W F— Q w O U` w FIGURE 3 Fm OTi ML W-C.-att-a S*<O ..r. 148-FORD ROAD.MANCHMER.CONNECTIC R 06040 U. (860)648-2469 V7 BERRY FARMS ADULT LIVING COMMUNITY 3 2001 EXISTING TRAFFIC VOLUMES E WEEKDAY PM PEAK HOUR NEW PARK AVE. SOUTH WINDSOR CONNECTICUT PRO 146�ATEc'N�V.20 01 ��E:N� rn Q 0 Q > � w O J W La. W O N Q N N N �D ♦ i187 n< v 4-298 4-554 ro ro t'00 4-475 f--504 ELLINGTON ROAD 41 4f--69 OAKLAND ROAD ROUTE 30 41 1 L►i'14 101, 41 t r* 313-► 11--+ I t r* 372-► 303--► 143-► c M!2 290--► 279--► `*10 N 59--+ to0--+ t I M M 0 z Q J U Q O m � Z O N Z FW- X W Q j O u- w FIGURE 4 0 FM dt QWML Mcon6al0U1p&winonv 146 HARTFORD ROAD,—CH—R.CONN—Uf 06M rKo0. (860)646-2469 V) BERRY FARMS ADULT LIVING COMMUNITY 2004 BACKGROUND TRAFFIC VOLUMES WEEKDAY AM PEAK HOUR NEW PARK AVE. SOUTH WINDSOR CONNECTICUT t PROJ. NO.:97146 A70 DATE:NOV.2001 SCALE:NTS d- rn Ld > 1- W O J Lv � ILL. O V) Q 00 rn 00 ld i249 +_71 a,no N -183 t-503 co v 451 *-537 ELLINGTON ROAD *1 1 4r71 r► OAKLAND ROAD ROUTE 30 .J 1 4 15 r► 429� t � I I 745-i 79 ♦ I 733- 931-f 396-i n 724-► 642-f a 106--+ ♦0 3-i I t n io Z Q J U Q ::) O m ft� Z O V) Z Ld f— X Lli Q W O Ll- FIGURE 5 FUSS k ONML 1NGCoru„ltcng dngLn�ers 146 HARTFORD ROAD MANCHESTER.CONNECDCUT 06040 dWNW (860)$46-2469 N 00 BERRY FARMS ADULT LIVING COMMUNITY 3 2004 BACKGROUND TRAFFIC VOLUMES WEEKDAY PM PEAK HOUR NEW PARK AVE. SOUTH WINDSOR CONNECTICUT z PROJ. NO.:97146 A70 DATE:NOV.2001 SCALE:NTS —owl �� � 1 tow gilt *t d- rn z Q Ld > ~ � 0 uj O (= Q � 1 04 .L 2 j t cq � ; F4 ELLINGTON ROAD .1 1 4r3 ~(5) OAKLAND ROAD f—(s) ROUTE 30 .1 1 Lo.i-4 41 t f 3—' 3� f sll� t f(s)-► 1—► 1—► M (3)--► (3)--► � Z t f Z Vt v 1 SITE ~6 (8-�'� T J (8)— U Q O MIX z O U) z W H X W Q W O L`' Of FIGURE 8 (O FM TF OrNFIIL 1NGc,,CCN tt"gEC= r 06040..s d146 HMTFORO ROA�860)646�1 6BCONNECTICUT 06040 ENTER: 9 EXIT.: (11) BERRY FARMS ADULT LIVING COMMUNITY TOTAL: 20 3 SITE GENERATED TRAFFIC VOLUMES E WEEKDAY AM PEAK HOUR NEW PARK AVE. SOUTH WINDSOR CONNECTICUT _ PROJ. NO.:97146 A70 DATE:NOV.2001 SCALE:NTS d- rn z o I— Q > F- � O N Q � t x x x 4-(2) 4—(4) 4-5 ELLINGTON ROAD 41 1 Li.f OAKLAND ROAD r►�(4) ROUTE 30 4] 1 Lb. 5 —S I t 6� (6>� I --+141 t (6)—► Z t ? � "t KO n z SITE 4-6 .�l Q (7)—► (7)� I t Y � U Q Z) O m w z O z LEI H X Ld Q W O L` X FIGURE 9 PUSS dt OrNEILL M con"at ng anoiwo s 146 NARVORD ROAD,MANCNESTER.CONNECTICUT 06040 ENTER: 12 a (660)646_2469 EXIT.: (10) _ BERRY FARMS ADULT LIVING COMMUNITY TOTAL: 22 SITE GENERATED TRAFFIC VOLUMES E WEEKDAY PM PEAK HOUR NEW PARK AVE. SOUTH WINDSOR CONNECTICUT Z I PROJ. NO.:97146 A70 DATE:NOV.2001 SCALE:NTS �h rn `— F— F- � 0 O M � N_l b1 M Mp is N �189 4 o m 75 f-508 co to ELLINGTON ROAD ..1 j o.f-61 ~559 99 OAKLAND ROAD 4-572 ROUTE 30 4 1 4i-18 101--+41 t r* 316-► 293-► r► 11--+,41 t 1* 378-► 304-► 144-► N n� 3 r� 293--► 282-+ O7 A M 59-+ r7 0-i 1 t I rn M M Z SITE ~6 i L -a t —� 8—► 8 M Y 0 --+ U Q =) O 00 Ix Z O Z W X W J Q w O Lj' x FIGURE 10 o FUSS dF OREQL II1C con„rnTM a06040 J 148 HMTFORO ROAD.NANCM5-246 CONNEC7KUf 06040 n. (880)648-2489 tN BERRY FARMS ADULT LIVING COMMUNITY 3 2004 COMBINED TRAFFIC VOLUMES E WEEKDAY AM PEAK HOUR NEW PARK AVE. SOUTH WINOSOR CONNECTICUT Z � PROJ_NO.:97146_ A_ 7�ATEc_ N��001 �E:N� rn j W _1 Q J W LL X O N Q a 10 1 i 1 L71 a 251 a r'N 4-185 4--507 N rn a 4--451 4-542 ELLINGTON ROAD 41 ♦ l4.r'71 OAKLAND ROAD 4-50o ROUTE 30 41 ♦ L►j-20 429-?41 t I* 751-► 727-► 1-11 79--+ t (� 739-im. 937--1- 402-* n!-0 6 F) 727-0- 645-► ni 106--+ ♦� 3-+ CD I t 1 n � n zSITE 4-6 .�1 J 7-f 7--+ t Y � � U Q D O m Of Z O Z LJ H X W H � Q W O u- w FIGURE 11 c FUSS dt O'IQ ML W-c-..w%-g anac l..rs 146 HARTFORD ROAD.NANCHESTER,CONNECTICUT 06040 pJ, (860)646-2460 N BERRY FARMS ADULT LIVING COMMUNITY 3 2004 COMBINED TRAFFIC VOLUMES WEEKDAY PM PEAK HOUR NEW PARK AVE. SOUTH WINDSOR CONNECTICUT _ PROJ. NO.:97146 A70 DATE:NOV.2001 SCALE:NTS �� M-111111110--l"--Im--ion ' Fuss&O'Neill Inc. APPENDIX C BERRY FARMS ADULT LIVING COMMUNITY ' CAPACITY ANALYSIS WORKSHEETS WEEKDAY AM PEAK HOUR 1 1 G:\P97\97146\a7O\Report\112101TIS.doc Fuss&O'Neill Inc. ' 2001 EXISTING TRAFFIC VOLUMES AM PEAK HOUR 1 1 ' G:\P97\97146\a70Uieport\112101TIS.doe ' HCM Signalized Intersection Capacity Analysis 9: Oakland Rd. & Sullivan Rd. 12/17/2001 Mavetrten - 8 8 SR_ :NI3_; \N 0 9 N8(_ NIB_ NBf SBL.r- - 8 Lane Configurations 1 0 �(vp p'� �� 90__ 1900z 900 190090Q19J19 (T19(?Q9flQO Icleat F[ovv fi 1 = Grade(%) 0% 0% -2% 2% ' Total Lost trrn s _ =3= 5 0 3 1t 5 0 3 _ 5t1 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95 - .a,_.,�._ Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 - Flt Permitted 0.40 1.00 0.61 1.00 0.17 1.00 0.46 1.00 ' Satd� Flow erm _ _ � 094 � s 308�133 8° -, $27343 , 320 3 _ Volume (vph) 97 137 56 66 285 179 40 248 15 147 711 4 :Peak dour f'� a�cir P�tF�� , 8 0:85 f185�_0 85A��85��fl 5 0 85 �0.8,�,5 a$�4'80:85 : (1 Adj. Flow(vph) 114 161 66 78 335 211 47 292 18 173 836 5 Lane c7roup.AFoa� �� �4� •'�27 0.;: ��78 �0�"`, 4Zg�31(3�. Q1'73��8� Heavy Vehicles (%) 9% 9% 9% 6% 6% 6% 7% 7% 7% 4% 4% 4% $T-8 �M- }R� Protected Phases 1 6 5 2 7 4 3 8 Actuated Green, G (s) 45.8 41.1 45.2 40.8 24.3 21.4 31.8 25.8 ' Eff_ect a Greener _:(s 7 7t _. 4�7 t 8_-$ 26.2�2}..4 - 33 7 25: � z � � _ Actuated g/C Ratio 0.53 0.45 0.52 0.45 0.29 0.24 0.37 0.29 Vehicle Extension (s) 2.0 6.0 2.0 6.0 2.0 2.0 2.0 2.0 4f v/s Ratio Prot c0.01 0.07 0.01 c0.17 0.01 0.09 c0.04 c0.24 v/c Ratio 0.27 0.16 0.13 0.38 0.35 0.39 0.46 0.86 Progression Factor 1.00 1.00 _. 1.00 1.00 1.00 1.00 _ 1.00 1.00 ' tncre nn al f7 yid Q - :` Delay(s) 11.1 14.7 10.9 17.1 24.8 29.1 20 3 37.9 veeSe. Approach Delay(s) 13.5 16.4 28.5 34.8 10-07,FIRM HCM Volume to Capacity ratio 0.51 -- Intersection Capacity Utilization 63.9% ICU Level of Service B c_ Crit<ca tarxeGrou _ WE :. G:\P97\97146\a70\synchro\Existing AM.sy6 Synchro 5 Report Fuss & O'Neill, Inc. Page 1 fussonmanc-f`51 ' Lanes, Volumes, Timings 9 6: Oakland Rd. & Felt Rd. 12/17/2001 Lane Configurations , , Ideal Flow,(vphpl�� 900 19Q0 '(90f}�1900 -90�t9601900_`�19�0� 't90E� ..�'1900� 190 190 Lane Width (ft) 16 16 16 16- 16 16 10 10 10 13 13 13 Storage Length (ft) 0 0 0 0 0 0 0 0 ' Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 4.0 - 4.0 Trailing Detector(ft) 161 161 177 177 -6 -6 -6 -6 Lane Util Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.996 0.901 0.927 ' Flt Protects .998 f 0 999Mir0-994� 0<98 - -: Satd. Flow(prot) 0 1990 0 0 1994 0 0 1418 0 _0 1749 0 It Perri mife " 79 _ 4} 9. t .= 0 9 '� r 0 Satd Flow(perm) 0 1952 0 0 1974 0 0 1385 0 0 1554 0 Satd. Flow(RTOR) 4 30 86 Heatlwa F�Cto � � 4 85• �8�U�85 .;0 _� �"- �� "- � � U 9- :_ ' ^_ �� 0- Link Speed (mph) 30 40 30 30 lank•Distancee;111I C2: 637 4 1` - 118 Travel Time(s) 48.2 10.9 9.4 26.9 4 4- 4- :5 :,25mg�" av Confl. Peds. (#/hr) All lfffm�WM�� onfh B es cIN Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 1 GrOwtFt F 1 ; 0 K, 0°0 1O o U0°�a t0 °Q M Heavy Vehicles (%) 8% 8% 8% 8% 8% 8% 12% 12% 12% 2% 2% 2% ' us`Slac.ace 0 0 f 0 n p ¢ - bg . Parking (#/hr) - Adj. Flow(vph) 12 318 0 15 540 17 5 6 30 75 10 100 tia . TG o ti " 3 fy 0 8 Turn Type Perm Perm Perm Perm r� Permitted Phases 2 2 4 4 Defecto a esI MOORE =4 t Minimum Initial (s) 20.0 20.0 20.0 20.0 7.0 7.0 7.0 7.0 Mini Sp' s_ ::t1 0 T5 � ' ()'N ' Total Split(s) 45.0 45.0 0.0 45.0 45.0 0.0 24.0 24.0 0.0 24.0 24.0 0.0 Maximum Green (s) 40.0 40.0 40.0 40.0 20.0- 20.0 20.0 20.0 All-Red Time(s) 2.0 2.0 2.0 2.0 1.0 1.0 1.0 1.0 L`eadlLagCOMM Lead-Lag Optimize? Vetii e2 Extension� s �. 3 '`3 OF3 0�� ` { U5 1.5 T 5� Minimum Gap (s) 3.0 3.0 3.0 3.0 1.5 1.5 1.5 1.5 1 G:\P97\97146\a70\synchro\Existing AM.sy6 Synchro 5 Report Fuss&O'Neill, Inc. Page 1 fussonmanc-ff51 Lanes, Volumes, Timings 9 6: Oakland Rd. & Felt Rd. 12/17/2001 77 Trme BgforeRedce=s} ( QO t? � �fa 4 Q.ON# 0-E) "0 0 {0'0 Time To Reduce(s) 00 00 00 00 00 00 00 00 �tecail Mode����tVlrri -�M►n�����- Min �:: Mrn�� � None None �,: ��gNone� None Walk Time (s) 8.0 8.0 8.0 8.0 FMasfi Dont alk,(s _ UMF 1 1.QW0,111i Pedestrian Calls (#/hr) � 0 0 0 0 3 6 3 6 M-11�03 M13 90th %ile Term Code Gap Gap Gap Gap Gap Gap Gap Gap 70th %ile Term Code Gap Gap Gap Gap Gap Gap Gap Gap 50th %lie Green 2Q 0 2�Q' 2t ;= 241 t) - �x 0 7 7 -1- 7 Q 7 -�..'.x..a�..� 21- 50th %ile Term Code Min Min Min Min Min Min Min_ Min 30th %ile Term Code Min Min Min Min Min Min Min Min 1,Oth�°bite Green 3 0 0 -;,IV 0, 10th %ile Term Code Dwell Dwell Dwell Dwell Skip Skip Skip Skip Fuel Used(gal) 8 8 0 2 NOx Emmisions (g/hr) 108 106 4 29 �fiOC Errrmtstongm �129 .� Dilemma Vehicles (#) 0 0 0 0 Queue Length 95th (ft) 71 113 23 74 nternaEF�,in`k>D sty �20 �� ��� � •� �333� �5��� 50th Up Block Time(%) � ry� 9U � Te _ Turn Bay Length (ft) 50'tBa oc; °7 . _ zY 95th Bay Block Time% eurrg e°tr :.e[ Cycle Length:69 a.ed Cycte� rf h�480 Natural Cycle:40 ' Q. a '."c -a n aor ma 90th %ile Actuated Cycle: 62.4 0 'r eA,cTfte M Gyc ° 3�: ji 50th %ile Actuated Cycle. 36 \ 10th %ile Actuated Cycle: 63.5 Splits and Phases: 6: Oakland Rd. & Felt Rd. 02 o-4 ' G:\P97\97146\a70\synchro\Existing AM.sy6 Synchro 5 Report Fuss &O'Neill, Inc. Page 2 fussonmanc-ff51 HCM Signalized Intersection Capacity Analysis 9: Oakland Rd. & Sullivan Rd. 12/17/2001 a�err en B B EB B , B3 B NB BT umm"sB� Lane Configurations ��r � -`_ Idea"�IT�f�ow �94Q "� 94Q 1900r194Q9Q^0� 't=9Q�940��19017�''f904 1900 19Q� :9" Grade(%) 0% 0% _ -2% 2% Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Fcr# 't'a 4 961 OQ 4° n 4 9g"- Fit Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Fit Permitted 0.40 1.00 0.61 1.00 0.17. 1.00 0.47 1.00 F© �T 6 3168N1097A39` ��296 337,9� 845 340 Volume (vph) 97 137 56 66 285 179 40 248 15 147 711 41 Adj. Flow(vph) 113 159 65 77 331 208 47 288 17 171 827 48 ` - Lane��G�ou aglow -vph f 3• -22� � 4s 7.�7��539 _€�� � ��47= �.�.,._. �,_ , ..,. . �.: Heavy Vehicles (%) 9% 9% 9% 6% 6% 6% 7% 7% 7% 4% 4% 4% - Y�mre Protected Phases 1 6 5 2 7 4 3 A 8 Actuated Green, G (s) 44.9 40.2 44.3 39.9 25.2 22.3 32.7 26.7 Actuated g/C Ratio 0.52 0.44 0.51 0.44 0.30 0.25 0.38 0.30 # r;Fry . �3 _ Vehicle Extension (s) 2.0 6.0 2.0 6.0 2.0 2.0 2.0 2.0 v/s Ratio Prot c0.01 0.07 0.01 c0.17 0.01 0.09 c0.04 c0.26 u/ ti e. U x tQ Q 09x ter_ v/c Ratio 0.27 0.16 0.13 0.38 0.35 0.37 0.43 0.87 �- �a Progression Factor 1.00 1.00 p 1.00 1.00 1.00 1.00 1.00 1.00 2 Delay(s) 11.6 15.2 11.4 17.7 24.3 28.3 19.6 38.0 Approach Delay(s) 14.0 16.9 27.8 35.0 HCM Volume to Capacity ratio 0.52 _ c t I enqM =94:. : Surim of o Z Intersection Capacity Utilization 64.8% ICU Level of Service B - CTii}f:a =arse Cs !^ t - - " ' - � G:\P97\97146\a70\synchro\Existing AM.sy6 Synchro 5 Report Fuss &O'Neill, Inc. Page 1 fussonmanc-ff51 Lanes Volumes Timings 9 9: Oakland Rd. & Sullivan Rd. 12/17/2001 ■- Lane Configurations f 1 0 �► Ideal Ft4v�u I: ��190_ �,190{l�'f9QQ90(���9QE} 1900 '190E?�1�O,�t}�900 190Q, ,:19Q� _;90 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Storage Length (ft) 275 0 260 350 185 0 330 0 Total Lost Time (s) 3.1 5.0 5.0 3.1 5.0 5.0 3.1 5.0 5.0 3.1 5.0 5.0 Trailing Detector(ft) -6 282 -6 292 -10 -10 -10 -10 'sue_ Lane U_til Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 - Frt 0.956 0.942 0.992 0.992 Satd. Flow(prot) 1656 3166 0 1703 3208 0 1704 3380 0 1718 3409 0 F!t Perms! e 0 _ ,.� Q61' x<< �0'2080 516 - Satd Flow(perm) 617 3166 0 1097 3208 0 373 3380 0 933 3409 0 Satd. Flow(RTOR) 162 7 7 Headwa' to f- 1,00 04 OU 1 00 0 9� 0 99-0 99 1 Qt l Q 1Y 1:aQ � � Link Speed (mph) 30 40 40 40 Lin Dtsance . .: 12OQE fx :526g _ 2 :; Travel Time(s) 4.5 9.0 41.2 _ 10.1 VQIuin �97 �3,�7� �6��•-=p=���28 -�.�7 `f. `� �1�.47...� 7 ,: Confl. Peds. (#/hr) Goflt esY r• s � � Peak Hour Factor 0.86 OA.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 1Q_UNT 0Q°u Q a 10-0"°a 10d°c OQ �Q0413i .,00°. Q .= Heavy Vehicles (%) 9% 9% 9% 6% 6% 6% 7% 7% 7% 4% 4% 4% Q, 0 � 111 . Parking (#/hr) _0Q°, MK `f :3=t0 Adj. Flow(vph) 113 159 65 77 331 208 47 288 17 171 827 48 ane G: u< aInil Turn Type pm+pt pm+pt pm+pt pm+pt rotec >as 43 Permitted Phases 6 2 4 8 i pecto ase = 2" w. - `�-3� 1 Minimum Initial (s) 4.0 15.0 4.0 15.0 4.0 10.0 4.0 10.0 0 im 7 - P Total Split(s) 9.0 34.8 0 0 8.6 34.4 0.0 8.0 36.6 0.0 10.4 39.0 0.0 Ota .p! `%a 0 8°a 0° t1(1%ir• 8°a 0°y 9°f E)°a O°- 2°10�43°0 Maximum Green (s) 5.9 29.8 5.5 29.4 4.9 31.6 7.3 34.0 eICow Ti = _ 3;51, A3 0 r 0 =0 All-Red Time(s) 0.1 2.0 0.1 2.0 0.1 2.0 0.1 2.0 ead Lag=: Cea =a9ea ag Leael= Lag� ad Lead-Lag Optimize? Minimum Gap(s) 2.0 6.0 2.0 6.0 2.0 2.0 2.0 2.0 G:\P97\97146\a70\synchro\Existing AM.sy6 Synchro 5 Report Fuss &O'Neill, Inc. Pagel fussonmanc-ff51 Lanes, Volumes, Timings 9: Oakland Rd. & Sullivan Rd. 12/17/2001 -• fi 1 ane-Gra B E B B S B._: B� SB B 8 Time To Reduce(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Walk Time(s) Pedestrian Calls(#/hr) _ 90th %ile Term Code Max Coord Max Coord Max Hold Max Max - 70th %ile Term Code Max Coord Max Coord Max Hold Max Gap 50th %ile Term Code Max Coord Max Coord _ Max Hold Max Gap 30th %ile Term Code Max Coord_ Max Coord Skip Hold Max Gap 10th %ile Term Code Skip Coord Skip Coord Skip in Max Hold Sfops.:•ph `� =�� 33 ��-�2 ���` :-- �� ��254��.,�� �� 6 = Fuel Used(gal) 1 2 2 14 1 8 2 16 NOx Emmisions (g/hr) 9 22 28 195 14 111 28 218 n� 33 �22 � 34 :259 Ommrs�onh . 6 Dilemma Vehicles (#) 0 0 0 26 0 15 0 42 s 6 4 Queue Length 95th (ft) 67 72 48 118 30 90 88 265 44639 50th Up Block Time(%) ' loc ime- 011 mx s . Turn Bay Length (ft) 275 260 185 330 Q a 95th Bay Block Time% a - Cycle Length: 90.4 c at -Cye e_ -e 'th _ Offset:0(0%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green ' a- C c.a--60 Control Type: Actuated-Coordinated Splits and Phases: 9 Oakland Rd. &Sullivan Rd. 4- .ol 02 03 04 = ._ OWN . 05 06 v7 m8 G:\P97\97146\a70\synchro\Existing AM.sy6 Synchro 5 Report Fuss &O'Neill, Inc. Page 2 fussonmanc-ff51 Fuss&O'Neill Inc. r r r r 2004 BACKGROUND TRAFFIC VOLUMES AM PEAK HOUR 1 r r r r r G:\P97\97146\a70\Report\112101TIS.doc HCM Signalized Intersection Capacity Analysis 6: Oakland Rd. & Felt Rd. 12/17/2001 f3yBer1 E atB' IABR _ SB YSB Lane Configurations Ids^Flow y lip{� _ �;19t10' 1900 E 90 900 r 190b 9.QY NMI9-6 'I 9,0 Lanes Width 16 16 16 16 16 16 10 A 10 10 13 13 13 GrC1(I °lo �'3£c - - "''' :_ - Total Lost time(s) 5.0 5.0 4.0 4.0 Frt 1.00 1.00 0.90 0.93 Satd. Flow(prot) 1990 1993 1416 1749 F Perrti _ - �fl98 s � 0 fl:9_ == at185 Satd Flow(perm) 1949 1972 1383 1513 k5 � ...2 �6fr8 & Peak-hour factor, PHF 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Ud .(_ow3 v ^r 32 32 Lane Group Flow(vph) 0 345 0 0 600 0 0 43 0 0 194 0 0 0 ar oo ao oa 2a o �"' o o eavyUe_Ices{ a 810. 1„ 8,� �,� �, �,a1 Turn Type Perm Perm Perm Perm fot�ec esesy; v, 3 `n . _, Permitted Phases 2 2 4 4 ATaf teen G � 5 39 8;Q - IBM 5 Effective Green, g (s) 31.9 31.9 8.0 8.0 Ac a Ratr"_ Q 6 1 I UP- Clearance Time(s) 5.0 5.0 4.0 4.0 zve..tc..e_E' ston s''_ a; .319 . 3:0. ._. MP Lane Grp Cap (vph) 1271 1286 226 248 MEN o:- - sv/s Ratio Perm 0.18 c0.30 0.03 c0.13 £ E2<7 Uniform Delay, d1 3.6 4.2 17.7 19.6 og. ssio ' actor 1. MOB Incremental Delay, d2 0.1 0.3 0.1 13.7 e �s Level of Service A A B C Approach LOS A A B C HCM Average Control Delay 9.5 HCM Level of Service A atr (?� Actuated Cycle Length (s) 48.9 Sum of lost time(s) 9.0 inters __rowiitzI►ori8 o GU e e.o Sety:c t . c Critical Lane Group G:\P97\97146\a70\synchro\2004 Background AM.sy6 Synchro 5 Report Fuss &O'Neill, Inc. Page 1 fussonmanc-ff51 Lanes, Volumes, Timings 6: Oakland Rd. & Felt Rd. 12/17/2001 Lane Configurations c J� td ae E�tow{vph�i��_ :- 900 1�9Q�900- 00�19Q0 900°-� 't 90��O1900. 900_� 90 �9 Lane W idth (ft) 16 16 16 16 16 16 10 10 10 13 13 13 Storage Length (ft) 0 0 0 0 0 0 0 0 Total Lost Time (s) 5 0 5 0 5 0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 4.0 4.0 Ldtn eDeD ector{ '343 3 350: 35E111_28 Trailing_Detector(ft) 161 161 177 177 6 -6 6 -6 Lane Uttl Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.996 0.900 0.927 It Protected 0 99"" Q g - �_0 980 Satd. Flow(prot) 0 1990 0 0 1994 0 0 1416 0 0 1749 0 Satd. Flow(perm) 0 1948 0 0 1970 0 0 1385 g 0 0 1547 0 ht TOron R : v 1'es _, L a esME Satd. Flow(RTOR) x 4 32 87 Link Speed (mph) (+3�0y 40 - 30 30 lf1WQi.S (ft� . iA3- _ Travel Time (s) 48.2 10.9 9.4 26.9 Confl. HE R 5a" 2 -ME Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 ��r"�-.� �a� QQ a � UQao-•:,� {�:o __ °,a `1OQ°. Q°o 10.°�a =° 1,�Q°o,� Q:. 9 -.: 2% 1 �`t5 B O�c�i4a4ca im.��f v va�•�4s�+� � * �� � �} Parking (#/hr) `�i�ci�-Bloc affirm Via' a c' 0°: - " Adj. Flow(vph) 13 332 0 17 565 18 5 6 32 79 10 105 IMA-���5 �t# i`' =6 ] ,a 1 Turn Type Perm Perm Perm Perm Cafiec-'�e' �-- ase Permitted Phases 2 2 4 _ 4 Minimum Initial (s) 20.0 20.0 20.0 20.0 , 7.0 7.0 7.0 7.0 1�i1[,�ttnrr�rSp�4 s•' �=,.. ,��.. � �-t.. ,.-�. - �- �17, . ��- 1�='L 0 ; Total Split(s) 45.0 45.0 0.0 45.0 45.0 0.0 24.0 24.0 0.0 24.0 24.0 0.0 WolmMENE 0 QQ Maximum Green (s) 40.0 40.0 40.0 40.0 20.0 20.0 20.0 20.0 All-Red Time (s) 2.0 2.0 2.0 2.0 1.0 1.0 1.0 1.0 Eea /La - Lead-Lag Optimize? F Minimum Gap(s) 3.0 3.0 3.0 3.0 1.5 1.5 1.5 1.5 G:\P97\97146\a70\synchro\2004 Background AM.sy6 Synchro 5 Report Fuss &O'Neill, Inc. Page 1 fussonmanc-ff51 Lanes, Volumes, Timings 6: Oakland Rd. & Felt Rd. 12/17/2001 Tiriie Before Reduces ffit 0 - ca M -0; Time To Reduce(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 RecallIVlode . irk .M►n Mir Mir N e Ncine 1R None one --- "- _ s. L - many- msa.M .3eas�+. :ie_.-� �a:Cs^s, lrs. .�.� Walk Time (s) 8.0 8.0 8.0 8.0 Pedestrian Calls (#/hr) 0 0 0 0 90th %ile Term Code Max Max Max Max Gap Gap_ Gap Gap 5- 70th %°ile Term Code Gap Gap Gap Gap Gap Gap Gap Gap 50th %ile Term Code Min Min Min Min Min Min Min Min 30t`�i��7o'ile Gr_eer��.S) Q•Q� �0�� `��2Q'0={ 20� - 7 ��7,�-, �.��7:0 30th %e Term Code M n Min Min - Min Min Min Mm Min 10th %ile Term Code Dwell Dwell Dwell Dwell Skip Skip Skip Skip Stops vp �> _ ;, 195 ��q�- �• �6� � �,�. Fuel Used(gal) 8 8 0 2 CO�rnisr 5 hr� •58� �,��` '- 578�-- ,��_.��.r 1=9 - _6 ' NOx Emmisions(g/hr) 114 112 4 31 Dilemma Vehicles (#) 0 11 0 0 Queue Length 95th (ft) 78 127 23 78 nte. rnafflffiDs ' 557 , 3 .. 333ttJ 50th Up Block Time(%) Turn Bay Length (ft) 95th Bay Block Time%° : e Cycle Length:69 e: t- 8, Natural Cycle:40 90th %ile Actuated Cycle: 63.4 Q Dot a=AG a e e - 50th %ile Actuated Cycle:36 10th %ile Actuated Cycle: 63.5 Splits and Phases: 6: Oakland Rd. &Felt Rd. o2 `04 - - G:\P97\97146\a70\synchro\2004 Background AM.sy6 Synchro 5 Report Fuss &O'Neill, Inc. Page 2 fussonmanc-ff51 HCM Signalized Intersection Capacity Analysis 9: Oakland Rd. & Sullivan Rd. 12/17/2001 overen B E& B. B 8 N NP -Lane Configura ions ~'� �r �' '� f MEOW,-M..90Q=190€ Grade(%) 0% 0% 2% 2% Tofa!Lost t r'�ne s.-; � -� 5��. � r��- �'� -� �5;f} .. „�� ��1. ==�5• - Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Fit Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Slow prof 166 "t7U; ' �,. 1704 , 33N17. 15 Fit Permitted 0.36 1.00 0.61 1.00 0.13 1.00 0.42 1.00 Sa'�tF(ow n-. �t6� �.: � 10832 4228: 3384� 75316 Volume(vph) 101 143 59 69 298 187 42 338 16 154 1032 43 Pe'ak aurfae or,P; 08. 86fl 8 U:8.6' :"0,8 0 g6, `0 8G0-:86 ;U:86_. >�086 Add Flow(vph) 117 166 69 80 347 217 49 393 19 179 1200 50 Lane GroupF`ow.v 2., x , g g W 0o3 49N4?2 L �179t25Q Heavy Vehicles(%) 9% 9% 9% 6% 6% 6% 7%R 7% 7% 4% 4% 4% Protected Phases 1 6 5 2 7 4 3 8 Perna g4 � ��� $ 2 � �� Actuated Green, G (s) 37.8 33.1 37.2� 32.8 32.4 29.5 39.8 33.8 241, E ectF e G even s'. 33 ..s �� 34 329'5r: �1��' 3 Actuated g/C Ratio 0.44 0.37 0.43 0.36 0.38 0.33 0.46 0.37 Vehicle Extension (s) 2.0 6.0 2.0 6.0 2.0 2.0 2.0 2.0 j��"�G-�"`� _.v�'' 1•' 59� "49 '�6-, � '�F34 _ .1 '' -�� 4� '{�2=� v/s Ratio Prot c0.02 0.07 0.01 c0.18 0.01 0.12 c0.03 c0.37 vts " o o . 1 v/c Ratio 0.36 0.20 0.16 0.48 0.37 0.37 0.42 0.98 -De 9 a3 2• 23 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ncremenfai Delay(s) 15.8 20.0 15.3 23.7 21.7 23.4 15.2 47.9 FQ=Se- Approach Delay(s) 18.6 22.7 23.3 43.8 era o e a ve .ri x e tce - HCM Volume to Capacity ratio 0.70 c ay1=e Intersection Capacity Utilization 76.1% ICU Level of Service C it ca _ I G:\P97\97146\a70\synchro\2004 Background AM.sy6 Synchro 5 Report Fuss &O'Neill, Inc. Page 1 fussonmanc-ff51 Lanes, Volumes, Timings 9: Oakland Rd. & Sullivan Rd. 12/17/2001 8RR__ Lane Configurations tdea!Fto"._4. 1904} . 19QQ 90Q 900 90Q= 190fty CO '[9QQ 9t 0_ 9Q0 1900 Lane Width (ft) 2 12 12 12 12 12 12 12 12 12 12 12 12 Grades°o 010 EQ%a: - 200� Storage Length (ft) 275 0 260 350 185 0 330 0 StoragLane_ . E 0 Total Lost Time(s) 3.1 5.0 5.0 3.1 5.0 5.0 3.1 5.0 5.0 3.1 5.0 5.0 Lea�C i De r d. ft; 2& 29 2 30Q 2tl 2. 20 Trailing Detector(ft) -6 282 -6 292 10 -10 _ 10 10 Tum�rt SR 5 -9. _g 4 9 � Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 r - Ft 0.956 0.942 0.993 0.994 Fit Prote Q 95 Q 95C�� MEL � - Satd. Flow(prot) 1656 3166 0 1703 3208 0 1704 3384 0 1718 3416 0 £., Satd Flow(perm) 587 3166 0 1084 3208 0 213 3384 0 783 3416 0 Satd. Flow(RTOR) 160 6 5 Link Speed(mph) 30 40 40 40 Yfdu�4F Travel Time(s) 4.5 9.0 41.2 10.1 Confl. Peds. (#/hr)- Con t e11 Mimi Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.-86 0.86 0.86 0.86 0.86 1 0°. _QOo Q4?°o Q4°' 100°�0�00°a Heavy Vehicles (%) 9% 9% 9% 6% 6% 6% 7% 7% 7% 4% 4% 4% LEE Parking (#/hr) mull m ffd Adj. Flow(vph) 117 166 69 80 347 217 49 393 19 179 1200 50 Turn Type pm+pt pm+pt pm+pt pm+pt ofe - Permitted Phases 6 2 4 8 Minimum Initial (s) 4.0 15.0 4.0 15.0 4.0 10.0 4.0 10.0 iiiTotal Split(s) 9.0 34.8 0.0 8.6 34.4 0.0 8.0 36.6 0.0 10.4 39.0 0.0 9°; . ,Q= Mppaxi��myyum Green (s) 5.9 29.8 5.5 29.4 4.9 31.6 7.3 34.0 ESY1I- Y 4 - III! :,; `. All-Red Time(s) 0.1 2.0 0.1 2.0 0.1 2.0 0.1 2.0 Lead-Lag Optimize? etiIcle a Eo s 2.Q 2 60 - Minimum Gap(s) 2.0 6.0 2.0 6.0 2.0 2.0 2.0 2.0 G:\P97\97146\a70\synchro\2004 Background AM.sy6 Synchro 5 Report Fuss &O'Neill, Inc. Pagel fussonmanc-ff51 Lanes, Volumes, Timings 9: Oakland Rd. & Sullivan Rd. 12/17/2001 Lane�Goa A M EB Trine Before Reduce .>0 fl0 REVIEW0 0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Re II Mode = oneCoo�r oneCaa`rd fitione [donetVoneNon Walk Time-(s) Pedestrian Calls (#/hr) 90th %ile Term Code Max Coord Max Coord Max Hold Max Max 70th %ile Term Code Max Coord Max Coord Max Hold Max Max 50th°li Green s � 9..$ :5 4 _ 7 3 34'0 50th %ile Term Code Max Coord Max Coord Max Hold Max Max 30th %ile Term Code Max Coord Max Coord Skip Hold Max Max 10th=°ails Gr` en�s f � " 0=J;n 27 - - 7 03 33 73 - 10th %ile Term Code Skip Coord Skip Coord Skip Hold Gap Gap 5appi 5 ;3 4 t2 59 90E 09 Fuel Used(gal) 1 2 2 16 1 10 2 24 GO Emmrsran r 3 1 73. 037�169 NOx Emmisions(g/hr) 11 26 a 30 223 14 137 27 330 66 - _ 11 -32�3 Dilemma Vehicles (#) 0 0 0 27 0 20 0 56 Queue Length 95th (ft) 69 75 50 133 32 121 92 #472 50th Up Block Time(%) Turn Bay Length (ft) 275 260 185 330 50tBa �B o 95th Bay Block Time% 25% Queuing .er�ai M.e o M re Cycle Length: 90.4 beta Ca Offset: 18.1 (20%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Control Type:Actuated-Coordinated 1 95th= er . tr a e ce sea acr e a o= er Queue shown is maximum after two cycles. Splits and Phases: 9: Oakland Rd. &Sullivan Rd. 01 i..;oZ 03 . 04 0 08 o7 08 G:\P97\97146\a70\synchro\2004 Background AM.sy6 Synchro 5 Report Fuss & O'Neill, Inc. Page 2 fussonmanc-ff51 I Fuss&O'Neill Inc. 2004 COMBINED TRAFFIC VOLUMES AM PEAK HOUR G:\P97\97146\a701Report\112101TIS.doe HCM Signalized Intersection Capacity Analysis 6: Oakland Rd. & Felt Rd. 12/17/2001 7 f 1 r - �_=v Lane Configurations 41, 41, Idea[ ow vp p 1.90�90 90_{1�,��90190090090. 0 -9901900 ,t900 ^_90d Lane Width 16 16 16 16 16 16 10 10 10 13 13 13 Total Lost time (s) 5.0 5.0 4 �����0 4.0 Frt 1.00 1.00 0.91 0.93 Satd. Flow(prot) 1990 � 1992 1423 1750 Satd Flow(perm) 1950 1964 1348 1509 Peak-hour factor, PHF 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 LLane 565 $ � -635W 79 Group Flow(vph) 0 349 0 0 604 0 0 53 0 0 196 0 . °=..p .CAL_s }.. 12_la 2l 2 Turn Type Perm Perm Perm Perm Permitted Phases 2 2 4 4 Effective Green,g (s) 32 2 32.2 8.1 8.1 Clearance Time(s) 5.0 5.0 w 4.0 4.0 teFi cTe�x ensfo s Lane Grp Cap(vph) 1274 1283 221 248 v/s Ratio Perm 0.18 c0.31 0.04 �� c0.13 Uniform Delay, d1 3.6 4.3 17.9 19.8 :0 Incremental Delay, d2 �0.1 Y 0.3 0.2 14.7 e sMA Level of Service A A B C Approach LOS A A B C HCM Average Control Delay 9.8 HCM Level of Service A C o . a atb Actuated Cycle Length (s) 49.3 Sum of lost time(s) 9.0 crterseLtto a aci,�tilizatio. .3 °0 _ s C= Le�e1 _ erv�c t_ c Critical Lane Group G:\P97\97146\a70\synchro\2004 Combined AM.sy6 Synchro 5 Report Fuss&O'Neill, Inc. Page 1 fussonmanc-ff51 Lanes, Volumes, Timings 6: Oakland Rd. & Felt Rd. 12/17/2001 ane _:cots _= BWNB- W3 _ BtB F_3K _SB Lane Configurations v tleal Ftav { il F90t , 190Q1900 f900y 900' 900 11a0Q 90-0' 90 1900� 9QQ Lane Width (ft) 16 16 16 16 16 16 10 10 10 13 13 13 -,� Storage Length (ft) 0 0 0 0 0 0 0 0 Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 4.0 4.0 Trailing Detector(ft) 161 161 177 177 -6 -6 -6 -6 T mmg Spee; rrf .5: IBM 15 � mow.. Lane Util Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.99.6 0.908 0.928 FltProt cfed3 �. . 0:998 : 98 . rz 9tfJill a a SatEdd. Flojwy(prot) 0 1990 0 0 1992 0 0 1423 0 0 1751 0 Satd Flow(perm) 0 1948 0 0 1962 0 0� 1351 0 0 1545 0 F2igit l'Um on Re es Ye_sIN L1Ce�` art_ e Satd. Flow(RTOR) 4 36 85 YactO ,3 085 E '8 $5. 0 84 , 0= , .. , •'`;g 0 96�Q 9_ Link Speed (mph) 30 40 30 30 Li�nc D stancet 62553I I SRI W9 : Travel Time(s) 14.2 10.9 6.7 26.9 Vo(ume, ph $2 8 47 r �, 0 := 6 -� Confl. Peds. (#/hr) `TCo�iftD 1 IR- Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Gr,,ovir `Fac or a' ° .0-0 0° 0 0 :10Q°' 0 . 0 Q©°° Q:. Heavy Vehicles (%) 8% 8% 8% 8% 8% 8% 12% 12% 12% 2% 2% 2% Parking (#/hr) Adj.-Flow(vph) 13 336 0 21 565 18 11 6 36 79 12 105 flanTroup' o p Turn Type Perm Perm Perm Perm Rio e""�c���Ptias ry Permitted Phases 2 2 4 4 Minimum Initial (s) 20.0 20.0 20.0 20.0 7.0 7.0 7.0 7.0 Total Split(s) 45.0 45.0 0.0 45.0 45.0 0.0 24.0 24.0 0.0 24.0 24.0 0.0 Maximum Green (s) 40.0 40.0 40.0 40.0 20.0 20.0 20.0 20.0 All-Red Time(s) 2.0 2.0 2.0 2.0 1.0 1.0 1.0 1.0 ea wag - _ - Y. Lead Lag Optimize? Minimum Gap (s) 3.0 3.0 3.0 3.0 1.5 1.5 1.5 1.5 G:\P97\97146\a70\synchro\2004 Combined AM.sy6 Synchro 5 Report Fuss &O'Neill, Inc. Page 1 fussonmanc-ff51 Lanes, Volumes, Timings 6: Oakland Rd. & Felt Rd. 12/17/2001 E,9 Time To Reduce(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Recall Modem �`�_t 'M�rr�`� ttA n - ��'1�tir, Nti�n�,. �=--� 'v �oNoii�e����,�or►e� °n Walk Time (s) 8.0 8.0 8.0 8.0 Flash 0-6n1WV alk(s� � � � �� � ��� � � 9 ��� ��� Pedestrian Calls (#/hr)ry 0 0 0 0 90th��o►te Greens. `� �� � - = ..•: � ss.�� 90th %ile Term Code Max Max Max Max Gap Gap Gap Gap 70h%Ce Gre(s} y28.7Bti 28 7 :�28.t-1 9:5_ 9, _ r9 5" 70th %ile Term CodeGap Gap Gap Gap Gap Gap Gap Gap 50th °bile Gree�(s} ` 20 0 �20_�: 2U 020tt, _f A e7,a.� ?0. 50th %ile Term Code Min Min Min Min Min Min Min Min 30th %ile Term CodeG Min Min Min Min Min Min Min Min A0tIi°pile 10th %ile Term Code Dwell Dwell Dwell Dwell Skip Skip Skip Skip Sfo s Kph} - 196; y � $ SIME Fuel Used(gal) 2 8 0 2 NOx Emmisions (g/hr) 32 113 4 32 VOC;Emm�s ons g"�tiE� � ';35.; 5 v Dilemma Vehicles (#) 0 11 0 0 Queue tength 50th{ft}Y �3. 4 _ 3` S: Queue Length 95th (ft) 79 130 27 80 50th Up Block Time(%) 95t"`� Btock '�me(�o}x )- Turn Bay Length (ft) a 95th Bay Block Time % IN_ MNS_- Cycle Length 69 - Natural Cycle:40 a- 90th %ile Actuated Cycle:63.6 70f�°�o`i(e Ctuafed.C�cte - - 50th %ile Actuated Cycle: 36 �' 30tt�° ie A of -�ycte 10th %ile Actuated Cycle: 63.5 Splits and Phases: 6: Oakland Rd. & Felt Rd. 02 a4 G:\P97\97146\a70\synchro\2004 Combined AM.sy6 Synchro 5 Report Fuss&O'Neill, Inc. Page 2 fussonmanc-ff51 HCM Signalized Intersection Capacity Analysis 9: Oakland Rd. & Sullivan Rd. 12/17/2001 Mwn` �aa B B MP Sg �. overrient 1=$>. Lane Configurations 1 0 13eal.Flow v-IP �� 90t3Q�30U� =190 :: f9Qtt 19:Of� 1900-= f9Q(k900 _t9QOM1.90. 90fI Grade (%) 0% 0% 2% 2% Tota�tost hme`��� .3<�'�-�- -� .�•-.3 v _ =5=flE �� � .3 : 5:0�.� � ��3 .1 ��._ Lane Utd Factor 1 00 0.95 1.00 0.95 1 00 0.95 1:00 0 95 _ ���OQ 0;,96,. =� 00 t g4:� 1 �(}-�� •=0t�� fl��.. . Flt Protected - 0.95 1 00 0 95 1 00 0 95 1.00 0 95 1.00 Flt Permitted 0.35 1.00 0.60 1.00 0.13 1.00 0.41 1.00 Satd Flow{pe 1 g5fl1; Volume(vph) 101 144 59 69 301 189 42 338 16 156 1032 43 Peak bo ru fa Q:80 8. .8. Adj. Flow(vph) 117 167 69 80 350 220 49 393 19 181 1200 50 236" w bane Giou _ Heavy Vehicles(%) 9% 9% 9% 6% 6% 6% 7% 7% 7% 4% 4% 4% TUrR �rsr% - {7� Protected Phases 1 6 5 2 7 4 3 8 ram,; 4. p Perim-tP Actuated Green, G (s) 37.8 33.1 37.2 32.8 32.3 29.4 39.8 33.8 { k . Effect�ue�Greert, 3- Actuated g/C Ratio 0.44 0.37 0.43 0.36 0.38 0.33 0.46 0.37 Vehicle Extension (s) 2.0 6.0 2.0 6.0 2.0 2.0 2.0 2.0 v/s Ratio Prot c0.02 0.07 0.01 c0.18 0.01 0.12 c0.03 c0.37 v/c Ratio 0.36 0.20 0.16 0.49 0.37 0.37 0.43 0.98 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay(s) 15.9 20.0 15.3 23.8 21.8 23.5 15 2 47.9 ,tee e�v k Approach Delay(s) 18.6 22.7 23.3 43.8 - FiCl gveraa oe o _ e a e v I ME HCM Volume to Capacity ratio 0 71 Ac ua EY Intersection Capacity Utilization 76.3% ICU Level of Service C �� CtitIca_E a ou G:\P97\97146\a70\synchro\2004 Combined AM.sy6 Synchro 5 Report Fuss &O'Neill, Inc. Pagel fussonmanc-ff51 Lanes, Volumes, Timings 9: Oakland Rd. & Sullivan Rd. 12/17/2001 t=anrou = EB= PEWE Lane Configurations �r Q 1900- 190` t? !deal Ftow( pl} 190 1900 1300 1900t 90Q _ y -19 - 19" "19Q�9 Lane Width (ft) 12 �y12 12 12 12 12 12 12 12 12 i�12 12 Storage Length (ft) 275 0 260 350 185 0 330 0 Sage=Lanes� Total Lost Time (s) 3.1 5.0 5.0 3.1 5.0 5.0 3.1 5.0 5.0 3.1 5.0 5.0 Trailing_Detector(ft) -6 282 -6 292 -10 -10 -10 -10 `Turnfn S eec3 r(m h _ 9 dg :15 s:.,..xs...�4es��.�T+3��-�-;���•�.�=.�c0t Lane Util Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.956 0.942 0.993 0.994 Satd Flow(prot) 1656 3166 0 1703 3208 0 1704 3384 0 1718 3416 0 It Rerrnitt 0} 3 7t V6 Satd. Flow(perm) 580 3166 0 1084 3208 0 213 3384 0 783 3416 0 Satd. Flow(RTOR) 162 6 5 �eadwa Fac ar � ��1 00��00 �-OU 00�'�"OQ 1 tt tT� 0�9fI="99�(i~�9�� Link Speed (mph) 30 40 40 40 Travel Time (s) 4.5 9.0 41.2 10.1 tolum�xF 1` �96 Confl Peds (#/hr) Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 GFaco'r" OU 0 1 .0°a #10OW631t}(1° 0.0 100Oa1 4}°:0 n1.OQ°o Q :ao 000. Q Heavy Vehicles(%) 9% 9% 9% 6% 6% 6% 7% 7% 7% 4% 4% 4% Parking (#/hr) �131-OG CC °o; Q Adj. Flow(vph) 117 167 69 80 350 220 49 393 19 181 1200 50 Turn Type pm+pt pm+pt pni pm+pt fectsl j'.area ; _ Permitted Phases 6 2 4 8 Defecfoc , ase ._ 4= u3 Minimum Initial (s) 44.0 15.0 4.0 15.0 4.0 10.0 4.0 10.0 Total Split(s) 9.0 34.8 0.0 8.6 34.4 0.0 8.0 36.6 0.0 10.4 39.0 0.0 a A I°a Maximum Green (s) 5.9 29.8 5.5 29.4 4.9 31.6 7.3 34.0 e_ow Tt ve_:s 0 All Red Time (s) 0.1 2.0 0.1 2.0 0.1 2.0 0.1 2.0 - Lead-Lag Optimize? leiice ExtATensis '_ 46t 077- 602.,Q2= Minimum Gap (s) 2.0 6.0 2.0 6.0 2.0 2.0 2.0 2.0 G:\P97\97146\a70\synchro\2004 Combined AM.sy6 Synchro 5 Report Fuss & O'Neill, Inc. Page 1 fussonmanc-ff51 Lanes, Volumes, Timings 9: Oakland Rd. & Sullivan Rd. 12/17/2001 C­jp iBMLEA WB _ 01t3 Time To Reduce(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Walk Time (s) Pedestrian Calls (#/hr) 90th %ile Term Code Max Coord Max Coord Max- Hold Max Max TOti�i °toile Green{s}��= 9 9 8 � v, . 5 i 4:9a i _ 3 _ 70th %ile Term Code Max Coord Max Coord Max Hold Max Max - 50th %ile Term Code Max Coord Max Coord Max Hold Max Max 30th %ile Term Code Max Coord Max Coord Skip Hold Max Max 10th %ile Term Code Skip Coord Skip Coord Skip Hold Gap Gap Stops{v h � ��"� •�58 35-� 1=�� �-_ ,�'. _ 24�. =25 Fuel Used(gal) 1 2 2 14 1 10 _= 2 24 J CD Emin�Sfonslhr) -5133= 13e 99 � NOx Emmisions (g/hr) 11 26 25 193 14 137 27 330 �OC_En'r is ans� '�=31-.R �.��30 23�� � .� 'f�s 6. �3? �°• Dilemma Vehicles (#) 0 0 0 27 0 20 0 56 Qrieue L �.fh-5(3tF���ft > -89 .�• .. ,26. ,� � � �: g � __ - 5� Queue Length 95th (ft) 69 75 50 134 32 121 93 #472 50th Up Block Time(%) 95t WR g O Turn Bay Length (ft) 275 260 185 330 95th Bay Block Time% 25% �2u�u'�""in P:enat-due e� Area T:- Ot e Cycle Length:90.4 Offset: 18.1 (20%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green atUr C care�}��-� IS Control Type.Actuated-Coordinated - ;95t` e„�r"eiitr�l� � exce ' �caoac� to e�_.vay3`�e�-.age r Queue shown is maximum after two cycles. Splits and Phases: 9: Oakland Rd. &Sullivan Rd. OA 4-- 01 02 03 : 04 '.ems tEggs If' 05 ► 06 07 06 3 tom; G:\P97\97146\a70\synchro\2004 Combined AM.sy6 Synchro 5 Report Fuss &O'Neill, Inc. Page 2 fussonmanc-ff51 c Yi. • - m -k '='_n $ rr try �S� . .•' .._.® ,..• .���� - - sY d��-�; � �€ x' ��{.?�:;� ✓6�c�' Tu�' . .' � R a-7 T.r -tzt = �+>i`it�-:. t, .�. - 11• 1 •1• • • E-�-Y fi - �s7 h�•yZ � }�.;�`�;F �f �9Y� i#- �' � :5-_ `3:5 _ `�s,4_-��`.-P - Mfc OVER - 5 UR'�- 11• •1• 11 w - - - • 1 1 ,: _ e W 3 ' HCM Unsignalized Intersection Capacity Analysis 14: Oakland Rd. & Dzen Farms North Drive 12/17/2001 Lane Configurations Si9-5 G Grade 3% 0% 0% ' ,•. w 4. - .'Va'tume, r3. Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Pedestrians ane�r r - Walking Speed (ft/s) -- Right turn flare (veh) - Median storage veh) vC1, stage 1 conf vol tC, single(s)� A 4.1 6.4 6.2 G rsta ? s; tF(s) 2.2 3.5 3.3 MMKill UN cM capacity(veh/h) 1238 292 721 PAR�051_5�1111=1111111R, Volume Total 322 622 3 Volume Right 3 0 3 �S 170 17 Volume to Capacity 0.19 0.37 0.00 101 Control Delay(s) 0.0 0.0 10.0 qgqp f Approach Delay(s) 0.0 0.0 10.0 ME? • U- Intersection Capacity Utilization 36.1% ICU Level of Service A G:\P97\97146\a70\synchro\2004 Combined AM.sy6 Synchro 5 Report Fuss &O'Neill, Inc. Page 1 fussonmanc-ff51 ' Fuss& O'Neill Inc. APPENDIX D BERRY FARMS ADULT LIVING COMMUNITY ' CAPACITY ANALYSIS WORKSHEETS WEEKDAY PM PEAK HOUR 1 1 1 1 G:\P97\97146\a70\Report\112101TIS.doe f i Fuss&O'Neill Inc. II 2001 EXISTING TRAFFIC VOLUMES PM PEAK HOUR -t G:\P97\97146\a70\Report\112101 TIS.doc ' HCM Signalized Intersection Capacity Analysis 6: Oakland Rd. & Felt Rd. 12/17/2001 s 13 Lane Configurations r c Ideal Flovirr{vphpi)gi z 190Q �1900 1900 ri900 1900 _1900 1900 1900 190Q �190(ly� 190Q 90Q Lane Width _ 16 _ 16 16 16 16M 16 10 �10 10y 13 13 13 _ 'ter �' .f:a s�3t.:•.���1 ..fig_-.s �5:�:i .e ��.�r Total Lost time(s) 5.0 5.0 4.0 4.0 Lane Frt _ 1.00 0.98 0.92 0.96 Said Flow(prot) 2119 2122 1592 1824 Fit Permtttet} a. t 0 82= Said Flow(perm) 1908 2078 1502 1535 Volume{vP���-� ���,,76 �613---�_.3�,. �5__.�:42�k:,_'.�,68=�u ,�. �-; 1 Q���4Q _ 47,• .�,t�`8." 26 Peak-hour factor, PHF 0,94 0,94 0,94 0.92 0.92 0.92 0,72 0.72 0,72 0,85 0,85 0,85 Ad1 uFlo gyp`) � �652 W B Lane Group Flow(vph) 0 736 _0 0 556 0 0 92 0 0 95 0 H�eavy,Veiiie` Ola '1°o�� Turn Type Perm Perm Perm Perm ' rotected Phases. _.__ Permitted Phases 2 2 4 4 %lctu to ed Gree .G� 4i pg r �v Effective Green, g(s) 46.9 46.9 8.2 8.2 Clearance Time(s) 5.0 5.0 4.0 4.0 MR Veh�cieEXtens�on s) � _ _ _ Lane Grp Cap(vph) 1396 1520 192 196 v/s Ratio Perm c0 39 0.27 0.06 c0.06 -s° -^..=Pa�•s- -r--a ems-- s ---�"". '° �.s,'F,'e-$'"'F -- ^"' Ell-c a..., � - 3 Os g. Uniform Delay,d1 3.8 _ 3.2 26.0 26.0 t?gees sio Fa tc or_ 1 00= � f 1f 00� ���00-' 0 Incremental Delay, d2 0.4 0.2 _ 0.7 0.7 ? 6, Level of Service A A C C Approach LOS A A C C HCM Average Control Delay 6.7 HCM Level of Service A Actuated Cycle Length (s) 64.1 Sum of lost time (s) 9.0 c Critical Lane Group G:\P97\97146\a70\synchro\Existing PM.sy6 Synchro 5 Report Fuss&O'Neill, Inc. Page 1 fussonmanc-ff51 ' Lanes, Volumes, Timings 6: Oakland Rd. & Felt Rd. 12/17/2001 Lane GXaup. EB,; EBT BBR" V1tBL �V IB, _,__NBF --.SBE 5E. SBA ' Lane Configurations , r Ideal Flow(vphpl} ; 1900 s 19Q0 19QO KF 19OQ 1900 1-900 1900 1900 900 1900 1900,E 90Q Lane Width (ft) 16 16 16 16 16 16 10 _ 10 10 13 13 13 Grade Storage Length (ft) 0 0 0 0 0 0 0 0 .�•� s„ •---^,rq 7u - -^. '.a"ems. •:�`rfis Stora a Lanes �y p x d U 0 0 30-{ 0 .. _g s- _t .s.�E.�;?=���.r� ,,.�___r..,.y�___. ,�_ _ .>�_..._ ;gym., �� .... __ _ .� __._ �j�.�?��}. •.� �. ..__�._�„G� Total Lost Time (s) 50 50 50 50 50 �..50 40 40 40 40 40 4.0 Trailing Detector(ft) 161 161 177 177 -6 -6 -6 -6 Tuthing Speed mph 15 s 9 15 Lane Util Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped 8ikeFactor 4 .3 Mr.. `< ' 3 5 rMUM Frt 0.999 0.982 0.918 0.956 �� � 999 � 098 � },s� 0972 Flt Protectsx 8 3s0 995 .. .> Rw � _ .�« a._. ._.y. Satd. Flow(prot) 0 2119 0 0 2123 0 0 1592 0 0 1824 0 Fltxf?ermted: t r � ` �aMf .0 891�.s.y.. _� .,_ 0 976 {�.., s. a �. � ' Satd Flow(perm) _ 0 1898 0 0 2074 0 0 1505 0 0 1535 0 Rr ht Tuin on R_ed , Satd. Flow(RTOR) 1 19 56 31 1=teadwa��,l�actcr-� 0 85 0 85�085�r_Q-84��0 84�0 84,��1 09� 0�=91 09 �0 9fi 9:,u '��9' ' Link Speed (mph) 30 40 30 30 Li k Dlsf nceft � F;3 2121x n- 637' '� 13` =a1-184' Travel Time(s) 48.2 10.9 9.4 26.9 Confl. Peds. (#/hr) Peak Hour Factor 0.94 0.94 0.94 0.92 0.92 0.92 0.72 0.72 0.72 0.85 0.85 0.85 ' GcOwth`��actor - �� 10Q°a 10Qo10Q°/a 10%� ,1,00% 0°Is,a��1Q0°!°�=[00°I��41Q�°'IoOG��o�,, O(�-: Heavy Vehicles (%) 1% 1% 1% 0% 0% 0% 1% 1% 1% 0% 0% 0% Parking (#/hr) -. -�--- �-- � - 6� -���n�. r:���= o'�`�x:•� '� nix 'o "'o YzQ:fo�- Adj. Flow(vph) 81 652 3 16 466 74 22 14 56 55 9 31 L na e�G ouplaw(�tpFt} �� �7��.�� �__ ��, :556a � 92 .0•: .� wQ�. � ..95� t Turn Type Perm Perm Perm Perm Permitted Phases 2 2 4 4 Minimum Initial (s) 20.0 20.0 20.0 20.0 7.0 7.0 7.0 7.0 Minimum Spl ( 250�2�50 .,;25 0� 4.04 10 11 Urf Total Split(s) 45.0 45.0 0.0 45.0 45.0 0.0 24.0 24.0 0.0 24.0 24.0 0.0 Totaf Split lF65% 6 5°,, 0°l0 � 65°lsa 65%� K,O% 351 30%a 0 - Maximum Green (s) 40.0 40.0 40.0 40.0 20.0 f 20.0 20.0 20.0 Yellow Tme s = 3:0�3 0 141R UPI 3�0 0" 1'y �3`Q 3:Q �. -.: � - a >..:�:sc- A,a_��4ct-s�� :�;+:� _a.,..-�.�riL.:d:�;K All-Red Time(s) _ 2.0 2.0 2.0 2.0 1.0 1.0 1.0 1.0 Lead-Lag Optimize? _ Minimum Gap (s) 3.0 3.0 3.0 3.0 1.5 1.5 1.5 1.5 G:\P97\97146\a70\synchro\Existing PM.sy6 Synchro 5 Report Fuss&O'Neill, Inc. Page 1 fussonmanc-ff51 ' Lanes, Volumes, Timings 6: Oakland Rd. & Felt Rd. 12/17/2001 ' bane GcouP �_ 13> -t37�EBWBt B f- IVBI�BME BIVBR Time Before Reduce{s) 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 f0.0 Recall Mode X Mm 5 `Nim :Mm Min one None None None tea- Walk Time(s) 8.0 8.0 8.0 8.0 Flash Dont Walk{s} 0 1 Pedestrian Calls (#/hr) 0 0 0 0 90fh %i(e Green (s)�M 4Qa040 0 40 0 40 Q 10 4 10 4' 10 4 10 . 90th %ile Term Code Max Max _ Max Max Gap Gap Gap Gap 70th %ile Green(s}= 4Q.0 40 0 s rT _40_0 u_40 O s= 8 ON 8 0 8 0 8,Q . 70th %ile Term Code Max Max Max Max Gap Gap Gap==Gap 50th %ile Term Code Gap Gap _ , Gap Gap Min Min Min Min 30th %ile Green{s}h Y 2 30th %ile Term Code Dwell Dwell Dwell Dwell Min Min Min Min 10th %ile Term Code Dwell Dwell Dwell Dwell Skip Skip Skip Skip ' Stops� vph� F 46 143 30 ��« 50- Fuel Used(gal) 20 8 1 1 NOx Emmisions (g/hr) 269 107 _7 17 Dilemma Vehicles(#) 0 32 0 0 Queue Length 95th(ft) 153 90 32 52 50th Up Block Time (%) ' 95th Up Him °fo} F. Turn Bay Length (ft) .a. .cs :n,.z�r' ems. :.. ..Fv.• -.3 �1.5.2.�...�f."vni £, ��F.tEE� �..5< 95th Bay Block Time% Cycle � ycle Length 69 - Natural Cycle:40 Con�roi T,�,e, Actuatec#"Uncoord�naeci�Na� � �� •� ��a fl -n �_� -��.,, 90th %ile Actuated Cycle: 59.4 ' 50th %ile Actuated Cycle 49.1 10th %ile Actuated Cycle: 120 Splits and Phases: 6: Oakland Rd. & Felt Rd. 4= P* 02 #f m4 G:\P97\97146\a70\synchro\Existing PM.sy6 Synchro 5 Report Fuss &O'Neill, Inc. Page 2 fussonmanc-ff51 ' HCM Signalized Intersection Capacity Analysis 9: Oakland Rd. & Sullivan Rd. 12/17/2001 �ovemen _ 1=B DEBT B>� _B��IBT�VttBi�-�NBL' N-B'�N-BRSBL�SB S�[ Lane Configurations r tT Ideal Fiow(vphpl) r4 ', 1900 1900 1900 1900 1900 1900p 1900 1900 1900 1900 190 �1900 Grade (%) 0% 06/. -2% 2% Total Lane Util. Factor 1.00 0.95 1.00 1.00 �1.00� 1.00 0.95 1.00 0.95 00 Fit Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.65 1.00 Satd Flow(prod� 1770� 3428 t�_1719 s_ 1810 1538 1753 �3450 1718 3_i 3435 Fit Permitted 0.47 1.00 0.44 1.00 1.00 0.45 1.00 0.14 t 1.00 ' Satd`Flow(perm) f 867 3428 ��- $01 -'(810 1538 a 828 ' 3450 Volume(vph) 410 379 101 68 175 238 73 682 81 252 494 2 Peak hour f or,PHF,_.�0 86�-_=086�Q86�4 86 86 .�0 Adj. Flow(vph) 477 441 117 79_�_ 2030 277 80 749 89 277 543 2 Heavy Vehicles (%) 2% 2% 2% 5% 5% 5% 4% 4% 4% 4% 4% 4% 3 _ � � •'_�.k. suhla .tls.H i�t�h fi.�%x"�.LRn .>c -._� -��: . .a _ tit.. .. -.� _ `-� ... _Y ...-A.Y - Protected Phases 1 6 5 2 7 4 3 8 Actuated Green,Green, G (s) 40.8 33.1 25.9 21.3 21.3 27.9 23.4 39.6 32.0 Effective Gre ne g(s)J42'7 3 4 27 8 21 3 213;�29 8 +234 41 5� 320 Actuated g/C Ratio 0.47 0.37 0.31 0.24 0 24 0.33 0.26 0.46 0.35 C earf`�ance Time s 31 � 1w.,v.. .5,05 4 3s1 5_0 r 3 1 _ 4 sF F - x-anJ:.+ab.A:tiAu'x..YA[i�.:.,. Vehicle Extension (s) 2.0 6.0 2.0 6.0 6.0 2.0 2.0 2.0 2.0 Lane G Ca �v h.� � �� 5'T3- 1;255 `'_-��:•293 ���426 � 362 ur 313���893 329 y 1 �I v/s Ratio Prot c0.15 0.16 0.01 0.11 0.01 0.24 c0.12 0.16 PerMM v/c Ratio 0.83 0.44 0.27 0.48 0.77 0.25 0.94 0.84 0.45 lJn�form D732 221 3- 32 8 _4 20522; 'v Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay(s) 27.7 22.8 22.9 33.5 46.5 21.4 49.5 37.3 22.5 L`evelofServiceC " CC Approach Delay(s) 25.1 38.5 47.1 27.5 ' ., CMn verage Control."DeTa�r ���h �34 0���,,,� HCM.Levet HCM Volume to Capacity ratio 0.83 Intersection Capacity Utilization 92.8% ICU Level of Service E - . 1 G:\P97\97146\a70\synchro\Existing PM.sy6 Synchro 5 Report Fuss&O'Neill, Inc. Page 1 fussonmanc-ff51 Lanes, Volumes, Timings 9: Oakland Rd. & Sullivan Rd. 12/17/2001 anGroa EB EB ME BWBWBR�1111 IB B NBZ_ SB 3SB Lane Configurations t r tT+ ►� �, - . Idea!Flavu(vphpl} 1900 19Q0 1900 1900 1900 1900 190Q 1900 1900 1900 1900 b��'t900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 �12 12 Grade{%} Storage Length (ft) 275 0 260 350 185 W 0 r 330 0 Total Lost Time (s) 3.1 5.0 5.0 3.1 5.0 5.0 3.1 5.0 5.0 3.1 5.0 5.0 Trailing Detector(ft) -6 282 -6 292 0 -10 -10X -10 -10 m�ngNSpeedxnph � � Tuv 15 9 15 x F 9 15 Yr 9 1;5 9 --�4s. sra�� sit.. - �,...� Lane Util Factor 1.00 0.95 0.95 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.969 0.850 4 YµY 0.984 0.999Or F(t Protected , 0 95Q�} .�a0950 . .. � D 95Q � _ `7-21 fi0 950 Satd. Flow(prot) 1770 3430 0 1719 1810 1538 1753 3450 0 1718 M 3433 0 -- -c-s--..s'� .�_ ,� �•�, �.1. - '���:3 � �� �:-- Flt Satd Flow(perm) 851 3430 0 802 1810 1538 828 3450 0 259 3433 0 :f_.. ,v_-awrxaf.sc - m.•• •rn._. n�.3._..=.._,r...�,.>s' ..t :s�u-�vtv.:srrr�, _-�:�as,'u`'4?2.c�' i--.,..Yes��' s�_:,�:�swt::�i�: Satd. Flow(RTOR) 277 14 Headwa Fac o � "F3 y . ,. � �1 Otf �1 00, 1 00 [ 00 1 OQ� 1 00� 0 990 9910 99 04 1 E}1 14 Link Speed (mph) 30 40 40 40 •r:Z'�'gfy;--• q HIM Link Distance(fit} rf ��,200; 4_. � _ 526 � 2419`- t 592 - Travel Time (s) 4.5 9.0 41.2 10.1 VolumeEMME44lq�N3-� 1'aa01� 68 1 5 ;238; 73 682 81 252 494� -� � .�.� x Confl. Peds. (#/hr) COnfl B}kept:ft r 4 xx } a x 4:r +$ ;:tziRkr �t Y� 1�r•� c u Y..�. . � �.._ ;zs"xz:s,u._?.-:..r,_:r.,s ...a��,. 31:,c, t,,._,..s�ss 1r- �* Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.91 0.91 0.91 0.91 0.91 0.91 Growth'Fac� � �00°0,�1F0,0�0��10�� 100f 10Q°o 100%104%��100°�/0 1Q0% 1,00°!ate 100°fo ��04° Heavy Vehicles (%) 2% 2% 2% 5% 5% 5% 4% 4% 4% 4% 4% 4% n - ' » Bus, BToc. a �# 0� 0 0, 0 0 Q 0> 0 g 0 z Ot ( �` �: r Parking (#/hr) fid=Bloc faffl moo,f .pa _ Oo° = 4737,7 ' mzu _ - Adj. Flow(vph) 477 441 117 79 203 277 80 749 89 277 543 2 La a Gr._ou Fle v+r vet 477 55 3- 7 � 2Q3$ 27.7 ,�80 83> 0� 277 540 Q 'C" Turn Type pm+pt pm+pt Perm pm+pt pm+pt protecfe` d` ases. ��6�,�: � -�2����=- 7 �` .� r'� 3�,•�g Permitted Phases 6 2 2 4 8 b - _ � �' eecto XPses e1 �6� 5 2 ,? Minimum Initial (s) 4.0 15.0 4.0 15.0 15.0 4.0 10.0 4.0 10.0 Total Split(s) 20.0 36.5 0.0 8.9 25.4 25 4 8.7 28.0 0.0 17.0 36.3 0.0 TotaSp{! _%o '- 2 -0 Maximum Green (s) 16.9 31.5 5.8 20.4 20.4 5.6 23.0 13.9 31.3 All-Red Time(s) 0.1 2.0 0.1 2.0 2.0 0.1 2.0 0.1 2.0 Lead/L'ag. •a �,Lead ;� �eac��£^Lague�.•Lag�Le cl� Lags Leader Lags_ - Lead Lag Optimize? u Minimum Gap(s) 2.0 6.0 2.0 6.0 6.0 2.0 2.0 2.0 2.0 ' G:\P97\97146\a70\synchro\Existing PM.sy6 Synchro 5 Report Fuss&O'Neill, Inc. Page 1 fussonmanc-ff51 Lanes, Volumes, Timings 9: Oakland Rd. & Sullivan Rd. } 12/17/2001 ' panC �B EB E$ WBL ,WB B Bl� BT�NB,� SB SBA 56 Time To Reduce(s) 00 00 00 00 00 00 00 00 00 Recall Moder None Coord None Coord Coord None None None,None ._ _ Walk Time(s) Flash Dont Watk _ Pedestrian Calls(#/hr) _ 9©th. oite=Green s 16 9 1�5 r,- 90th %ile Term Code Max Coord Max Coord Coord Max Max _Max Hold 70th%ire Greed(s)s� 16.3 ;5� � `5 8_ 20 4 20 5_6 23 0f 3 9 313 70th %ile Term Code Max Coord Max Coord Coord Max MaxL Max Hold 50th %ile Term Code Max Coord Max Coord Coord Max Max _ Max Hold 30th %ile Term Code Max Coord Max Coord Coord Max Max Gap Hold ,r r10th_°��le4Green` s14... 44'8� ,Y a 0 27 2 i 0 0� 22 10th %ile Term Code Gap Coord Skip Coord Coord Skip Gap Gap Hold Fuel Used(gal) 4 5 2 6 7 2 27 4 8 CO E m►s s`.�{�7/hr 301� �:�337 � 155�45-0 �46_ : 13't��19�9.��kM�. 297� 555 , NOx Emmisions (g/hr) 59 66 30 88 89 26 373 58 108 - �OGEmm iFsr��.a,�.-,•- .v.�. a Utz �sss'"a�.�:�....ii.i�r� .szi � -- k<k'd'....�e �-s� '-f<.� g:.� F as.,e. -. :�`- . Dilemma Vehicles (#) 0 0 0 10 0 0 40 0 27 Qu�"eue Lie gt ,50thft) .9s ,1.28 i_ 24� 10225243 t' 1021_25 Length th ft #298 167 47 161 50 51 #365 #231 173 Queue Leng 95 O 3 os.., o K o 50th Up Block Time(/°) 24/° 8/o 9�5t pBtocT!a(/o y 5: a T�.,�.M 11 � =Turn Bay Length_(ft) 275 260 350 185 330 iJ. ,Oth�a - lock:;e_°f4 - 7 __ s� •y ._.r�,� r .' 2Q°1Q���` 95th Bay Block Time % 10% 41% ueu 3 enai veh 8 j Y rWNU Cycle Length: 90.4 Offset: 18.1 20/° , Referenced to phase 2:WBTL and 6:EBTL, Start of Green ( ) a ra C c er•6 �. Control Type:e:Actuated-Coordinated ;h 5ttr ercent�le vo nmee ce sca aci ueue ma ern er: , h P � y , 9 _ Queue shown is maximum after two cycles. Splits and Phases: 9: Oakland Rd. &Sullivan Rd. 01 m2 03 �` m4 05 06 m7 08 G:\P97\97146\a70\synchro\Existing PM.sy6 Synchro 5 Report Fuss&O'Neill, Inc. Page 2 fussonmanc-ff51 Fuss&O'Neill Inc. 1 2004 BACKGROUND TRAFFIC VOLUMES PM PEAK HOUR G:\P971971461a70\Report\112101TIS.doc HCM Signalized Intersection Capacity Analysis 6: Oakland Rd. & Felt Rd. 12/17/2001 �rerne0 BLEB MAN &f � 11BNBL�NSTT NBI SBL TSB YSB Lane Configurations c Ideal Flowvphpl) 1900 1900y 1900 1900 1900 1900 1900 - 1900` 1900 1900 1900° 1900 Lane Width 16 16 16 16 16 16 10 10 10 13 13 13 Total Lost time (s) 5.0 5.0 4.0 4.0 Lane Ut�l Facfor�� MUM 1 00 Frt 1.00 0.98 0.92 0.96 Satd. Flow(prot) 2119 2123 1593 1823 F!t PerrniteCµ � � 0 89 Q 98,�� t , W.0 � Satd Flow(perm) 1898 2078 1494 1510 Peak-hour factor, PHF 0.94 0.94 0.94 0.92 0.92 0.92 0.72 0.72 0.72 0.85 0.85 0.85 Acid Flow v h 683 3 g Q 16 94 0 77 24- 14 58r wtx 58 77 #9 33 Lane Group Flow(vph) 0 770 0 0 583 0 0 96 0 0 100 0 Turn Type Perm Perm Perm Perm Permitted Phases 2 2 4 4 Actuated Gre LEE Effective Green, g (s) 47.7 47.7 8.3 8.3 --z-}z - -s- "'�'-;.g�"* -�?-e -'f�.i-•r- ActuatedgfR--'a-atio�; � :t..._�.� .0 3 _.._,._<4. ..01 Cr Clearance Time(s) 5.0 5.0 4.0 4.0 �/ehic�e�Exfenslo��}Y � �,3��-�_.- _� Kf Lane Grp Cap(vph) 1393 1525 191 193 v/s Ratio Perm c0.41 0 28 0 06 c0 07 _ Uniform Delay, d1 3.9 3.2 26.4 26.5 ` ^ss Pfogresscorr".:ac£ar ARMES t 10 �f1 00 1=QQ Incremental Delay, d2 0.5 0.2 0.8 1.0 Dia s 4 •` `$ 27,2T.k Level of Service A A C C Rp ro�acDe a s Approach LOS A A C C Mai HCM Average Control Delay 6.9 HCM Level of Service A } HCM Volume to Capac► raor 055 t- ,a4'^.SC�,.s..� .,sue_ Actuated Cycle Length (s) 65.0 Sum of lost time(s) 9.0 '�".: �+4s'-'i.. Irtersecf�o Capaciilazato x 962/0. tCU Level{of Sev�ce _ c Critical Lane Group G:\P97\97146\a70\synchro\2004 Background PM.sy6 Synchro 5 Report Fuss &O'Neill, Inc. Page 1 fussonmanc-ff51 Lanes, Volumes, Timings 6: Oakland Rd. & Felt Rd. 12/17/2001 Lane Configurations ]deal Flow(vpf pl}, 19Q(}y`1900 z 1900 1900 1900 1900 1900 1900 1900 1900 1900 ;" Lane Width (ft) 16 16 16 16 16 16 10 10 10 13 13 13 Storage Length (ft) 0 0 0 0 0 0 0 0 Total Lost Time(s) 5.0 50 50 50 50 50 40 40 40 40 40 40 Leaden Detector ft t343 �343 j 35Q 350 28 28 f 2828 'K Trailing Detector(ft) 161 161 177 177 6 6 6 6 Lane Util Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frf w.. 0.999 0.982 0.918 0.955 972r�- ao?m Satd. Flow(prot) 0 2119 _0 0 2123 0 0 1592 0 0 1822 0 Peirnifted z '� Q 886 '0-97 9 Satd Flow(perm) 0 1887 0 0 2074 0 0 1497 0 0 1524 0 i ht Tum on Rest Yes4" g° Yes Yes a Yes Satd Flow(RTOR) 19 58 33 eadwaj�Facto Q850_:85 r Q85_ 0 84�y0 84 0 84 x 1 09T 1 09` ,1.OS0 9R6N 0 96 0<96 Link Speed (mph) Y 30 40 30 30 Li k isfan e( t � � 2'i21 = `* 637z__._ Travel Time (s) 48.2 _ 10.9 _ 9.4 26.9 Confl Peds (#/hr) Peak Hour Factor 0.94 0.94 0.94 0.92 0.92 0.92 0.72 0.72 0.72 0.85 0.85 0.85 Growfh acts r , 100°a 00% �10:Q%O.Q°o Q0°ate TQO°10 100°!0 100�% 100°10�10_0° f 0°1a 100°0 Heavy Vehicles(%) 1% 1% 1% 0% 0% 0% 1% 1% 1% 0% 0% 0% --�-ti.--'---'s -x�-arzs _ a^---r-r-�� Ts-.��--•r �--^ Asp..---� s`-� ,.�; as=*' �'�- -� Parking (#/hr) Adj. Flow(vph) 84 683 3 16 490 77 24 14 58 58 9 33 Turn Type Perm Perm Perm Perm Permitted Phases 2 2 4 4 Detector Phases__ 4 Minimum Initial (s) 20.0 20.0 20.0 20.0 7.0 7.0 7.0 7.0 Total Split(s) 45.0 45.0 0 0 45.0 45.0 0.0 24.0 24.0 0.0 24.0 24.0 0.0 •`-I'otat S 1�'�°la�`. 6v, _- ,65% �0%��65°fa 65°0 �`4 to 35°/a '3_5_%_ ��:°1 ,� 5°� �35°/�,��- 0% Maximum Green (s) 40.0 40.0 40.0 40.0 20.0 LL 20.0 20.0 20.0 - - l�et(Qv� �71 MW3 0 All Red Time(s) 2.0 2.0 2.0 2.0 1.0 1.0 1.0 1.0 Lead/La n x� a y _r �'F Lead Lag Optimize? ehice-Extensior#t s3 4, = N 3 0 0 ��� 5i 5wr_5 53 L.� 6,4- Minimum Gap (s) 3.0 3.0 3.0 3.0 1.5 1.5 1.5 1.5 G:\P97\97146\a70\synchro\2004 Background PM.sy6 Synchro 5 Report Fuss&O'Neill, Inca Page 1 fussonmanc-ff51 Lanes, Volumes, Timings 6: Oakland Rd. & Felt Rd. # 12/17/2001 nG EB"113FZWB� ffw BfNBLsNB �oSBr rnrinsor Tlme Before Reduce(s� 0 0 0 0 0 0 } 0 0 u. 0 0 0 Q��-a., ¢r Q 0 __ 0 0 r Time To Reduces) � 00 00 00 00 00 00 00 00 RecaltMode vNt�n � Mmg y Min Mtn Y v None None 'u:v None None- Walk Time(s) _ 8 0 _8 0 8.0 8.0 2 , Pedestrian Calls(#/hr) 0 0 0 0 90tf /°iie Green;(s} .4Q,Qg 40 0 40�.0 40 0� F 90th %ile Term Code Max Max Max Max Gap Gap Gap Gap 7©th°Io�le Gre ns '4Q Q4Q'0 4Q 0 A #40 0� ._x_._�t_` 8 2 T 8. 2. . _ 70th%ile Term Code Max Max Max Max Gap Gap Gap Gap 50th%ile Green: s� 3fi 1 361 361361 50th %ile Term Code Gap Gap Gap Gap _ Min Min Min Min 30th%ale Greed: s 224�1 -a ..2`�' 24 _ s.. 3 7 0 TOM 30th %ile Term Code _Dwell Dwell Dwell Dwell Min Min Min Min 10th %pile Term Code Dwell Dwell Dwell Dwell Skip Skip Skip Skip Fuel Used gal) 21 8 1 1 NOx Emmisions(g/hr) 287 112 8 18 b g r VOC EmmlSlo s y �:3g2_ n 134 22 �. �: ,a`� �` += YL sv'£ ;-- �_.,�-.. a � ;�X�4,a `; ,S pan Dilemma Vehicles(#) 0 34 0 (0 .x-;tz^--��v-•aa T Queue engh5ft �9Queue Length 9 (ft) 207 98 32 54 tnternaf Link Dist ..�,.�,-r.�.`�---`�- 50th Up Block Time(%) 95fh Up Block�Time,�(�: •� � 1� ��� -��-` � MR. Turn Bay Length (ft) 50f Ba`{`(Block ime°o;- J '; � �, � t_ w;...w- ..+,..c ,v:xr.� � u .3, -ram.-�..src.. a� 6 `,. .t:.:zH*.c.:a.:...x .�sk �r. 3e 95th Bay Block Time% Cycle Length 69 _Natural Cycle 40 5--a roUT7.0�e�ctua a ncoor mated � r s ME �" 90th %ile Actuated Cycle 59.6 70.th°toile ActuafedG+c57 - �= E Y _ x,u bK - :� _ f�,.=�. _gym - 50thIMES °/pile Actuated Cycle 52 1 - - 0�-%iCe 10th %ile Actuated Cycle: 120� Splits and Phases: 6: Oakland Rd. &Felt Rd. } o2 rtTIF o4 r, G:\P97\97146\a70\synchro\2004 Background PM.sy6 Synchro 5 Report Fuss & O'Neill, Inc. Page 2 fussonmanc-ff51 Lanes, Volumes, Timings 9: Oakland Rd. & Sullivan Rd. 12/17/2001 ane Goe;�- �- EB ET� EB B�\111B' WB NBL NBA1BR SBL SBA SBF Lane Configurations r � Ideal Flow_uphpl I00 190Q 1900 ;,1900 1.900 1900 1900 1900 1900 190Q 1900 1900 Grade(%°) 0% 0% -2% 2% Storage:Length ) �275 0260 x L 350 185 FF F 3£ 0 330 _._ s0 Storage Lanes 1 0 1 1 1 0 1 0 Leading Detector(ft) 28 290 28 300 50 20 20 20 20 Turning Speed (mph) 15 y 9 15 9 15 21 9 15 - 9 Lane Uffh Fac#or � 't":060 95 0 95 00 !00 1 00 1 00 ' 0 95 0 95 1 OQ 0 95�a 9: Frt 0.968 0.850 0.988 eft Protected0.95950, � Q 950 Y 0 950 _. w Satd. Flow(prot) 1770 3426 0 1719 1810 1538 1753 „ 3464 0 1718 3436 0 Satd. Flow(perm) 764 3426 0 782 1810 1538 574 3464 0 206 3436 0 Satd Flow(RTOR) 210 10 Headway ac#o 00 100 1"`00 00 1 001 OQy 0 99 0 99 0 99 1 01_ SOT 0 Link Speed (mph) 30 40 40 40 Travel Time (s) 4.5 9.0 41 2 _ 10.1 Volume(v 429y3�96aY,1'06 671 . 183 249 761Q,r8 �85„ 264 675 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 _0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow(vph) 499 460 123 83 213 290 84 1119 93 290 742 2 La a Grou y_E ow.vp ) 49953a 83 2290 84 T212� y 29U� 744 . 0 Turn Type pm+pt pm+pt Perm pm+pt pm+pt Protecte P ases "1 6 .5 OUR- Permitted 7 3 8 Phases 6 2 2 4 8 Detecto..P ases �51 6 �* ° 2a• ~2 7s =x �- 3 z 8:_ R �� Minimum Initial (s) 4.0 15.0 4.0 15.0 15.0 4.0 10.0 4.0 10.0 M . _�u - S '- ,s, :- 20 0-� �` - - 7 2t�.0 -:°i20�0 `;�7��. �:I .� �3 �7•f��1' Total Split(s) 18.1 31.8 0.0 9.1 22.8 22.8 9.2 35.0 0.0 14.5 40.3 0.0 Q° T 16°fo 45% ? Maximum Green (s) 15.0 26.8 6.0 17.8 17.8 6.1 30.0 11.4 35.3 hello i e s; 3'z 0 3., 3 03�0 �3?tl 3(} }3 0 �3,.�.�U.. s All Red Time (s) 0.1 2.0 0.1 2.0 2 0 0.1 2.0 0.1 2.0 dead Le Lea 9, d._" " a.9Lag Lea ag Lea ` La �„ - a WE Lead-Lag Optimize? �..., Vehic(e E ensto �s= 0•. �6,0� _-- _�2- 36 _ Recall Mode None Coord None Coord Coord None None None None 90thi-°tle-_=. eery= 90th %ile Term Code Max Coord Max Coord Coord Max Max Max Hold 70th %ile Term Code Max Coord Max Coord Coord Max Max Max Hold 50th %ile Term Code Max Coord Max Coord Coord Max Max Max Hold 30th,.°m e G eery s � Et�26 8•Iz ." - �4�. - 7 '�7�8 �6.0=, t�3(}�0� • .��. �1 4 ,3�-6`�.�. 30th %ile Term Code Max Coord Max Coord Coord Gap Max Max Hold G:\P97\97146\a70\synchro\2004 Background PM.sy6 Synchro 5 Report Fuss&O'Neill, Inc. Pagel fussonmanc-ff51 Lanes, Volumes, Timings 9: Oakland Rd. & Sullivan Rd. 12/17/2001 ane Gou EB EBB EB B at1t1B B LVB B NBA TSB +WSBZ' B 10th %ile Greens} 15 0 35 9 ��;0 a { 17 8Y17 80 030 0 �;y_ s 11 4 44 5 Nk 10th %ile Term Code Max Coord Skip Coord Coord Skip Max Max Hold Fuel Used(gal) 9 6 2 7 7 2 52 7 10 CO Emmisibns(g/hr4; 622�398 165 482LA 514 r1343602 „481 �73.1 NOx Emmisions(g/hr) 121 77 32 94 100 25 701 94 142 �r}- a - =� � 8�V11 �1"�._0R 3Q 835 VOC Emmtsaons�(g(h 5� L Dilemma Vehicles(#) 0 0 0 10 0 0 55 0 37 Queue Length 95th (ft) #443 191 544 176 108 47 #426 #280 226 FOF al Li i-IVD ft � 512 : 50th Up Block Time (%) 32% 16% •--.••r.� ^.�' y ----^�.r,^ `'�-'� � � „�"�':fi-�'y- -��' A=m'"'' � � ter.::.g Turn Bay Length (ft) 275 260 350 185 330 �Qtkt Bay-CIEFT 95th Bay Block Time% 26% 30% r-- :r� P �u Cycle Length 90.4 Offset 0 (0%), Referenced to phase 2 WBTL and 6 EBTL, Start of Yellow Control Type:Actuated-Coordinated r�";��..o(eame'e,�xcee s �it���c�ueue is the„ore,ica in.t„[te.- 4 Queue shown is maximum after two cycles. #`�95th�'pe centite v�a ume excecapacrq�ere rna�r�be onger��„��, "� - � �� �'�,.�Aw:�'' Queue shown is maximum after two cycles. Splits and Phases: 9: Oakland Rd. &Sullivan Rd. 4= 01 02 m3 04 ' 05 06 14� m7 08 G:\P97\97146\a70\synchro\2004 Background PM.sy6 Synchro 5 Report Fuss&O'Neill, Inc. Page 2 fussonmanc-ff51 Fuss&O'Neill Inc. r I r. 2004 COMBINED TRAFFIC VOLUMES PM PEAK HOUR r r r G.\P97\97146\a70\Report\112101TIS.doe HCM Signalized Intersection Capacity Analysis 6: Oakland Rd. & Felt Rd. 12/17/2001 Lane Configurationsr Cdeal Flow vphpl : . 1964 190 1� 90019QQ 1900 1900 1900 1900 190Q; 1904 190Q 1900 Lane Width 16 16 16 �16 A16 416 10 10 10 13 13 13 Grade(°fV) z0°f�°� 1°f° Total Lost time(s) 5.0 5.0 4.0 4.0 Frt 1.00 0.98 0.92 0.96 Satd. Flow(prot) 2119 2122 1594 1826 14 0 Satd Flow(perm) 1897 2054 1475 1475 t?- 20 451 71 E` - 10- 45� 49 _ Peak-hour factor, PHF 0,94 0.94 0,94 0.92 0,92$ 0.92 0.72 0.72 0.72 0.85 ix0.85 0.85 Lane Group Flow(vph) 0 773 0 0 589 0 0 105 0 0 102 0 Heavy ,eh- 0 __( a:. �. .�1°fo x_.�1% �1`°0 � ._a°fo � Qofn ��`Oo% 1°� la���1°C� 60R. Turn Type Perm Perm Perm Perm Pro e` "'cte° aces 2: - Permitted Phases 2 2 4 4 . 7 8 „os� 8 Effective Green, g (s) 47.8 47.8 8.4 8.4 Aetuat -Ra�o � 0 73 tx �' Q 73� 013 3413 s, s.�i, . _ =..a.,.� ..szss `r - *, <€,�s.....x`."i.:.s.nr Clearance Time (s) 5.0 5.0 4.0 4.0 1%eh1cl7Ex--_''- s;.0 -,¢3 0_ - ,, . :�: :.. `-3 0 '� _-.5 Lane Grp Cap(vph) 1391 1506 190 190 Yes R a Pf � MO. �..� ��, ���..._.� v/s Ratio Perm c0 41 0.29 c0.07 0.07 v c Ratio 0 56 0 39r0:55 0� Uniform Delay, d1 3.9 3.3 26.6 26.6 Frog-ressoa or Y. 00 00 t v'.. . 't 0Q f �1 00"5. Incremental Delay, d2 0.5 0.2 2 0 1.5 Defay;� 2$ „ 28:0 Level of Service A a A C n C Approa Approach LOS A A C C HCM Average Control Delay 7.2 HCM Level of Service A HCM o1 e o aCa tyatia 056. ..Actuated Cycle Length (s) 65.2 Sum of lost time (s) 9.0 c Critical Lane Group 1 G:\P97\97146\a70\synchro\2004 Combined PM.sy6 Synchro 5 Report Fuss& O'Neill, Inc. Page 1 fussonmanc-ff51 Lanes, Volumes, Timings 6: Oakland Rd. & Felt Rd. + 12/17/2001 'ane�GToer T' EB wB.�, B �-B WB`1F� BF �tB _NB NBR� SBL `S. Sly_ Lane Configurations !deal Flaw(vp�l� r1900�9�00�R1900�19Q0 1900__„1900_- 19Q0�__1900�,�190U:, 1900 1900 19Q0 Lane Width (ft) 16 16 16 16 16 16 10 10 10 13 13 13 Grade 0%0 .. 1% Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 4.0 4.0 L`eadrng Detecf°r{ft .. . T 343y 343 �354 Trailing Detector(ft) 161 161 177 177 6 6 6 6 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00ry Flt Protected 0.995 0.998 0.986 0.972 Flt Permitted LL 0.886 0.964 0.917 0.812 Right Turn on Red Yes Yes Yes Yes Headway Factor 0.85 0.85 0.85 0.84 0.84 0.84 1.09 1.09 1.09 0.96� 0.96 0.96 Link Distance(ft) 561 637 229 1184 Lric ._atr�.arxa$• - - y F�:Bs'ti.c+.r'..am..�x.3.=w`s',:.w� .7�i��zfi>nw.., ..:? - Volume(vph) 79 645 `3 20 451 71 21 10 45 49 9 28 Heavy Vehicles (%) 1% 1% 1% 0% 0% 0% 1% 1% 1% 0% 0% 0% ^ 86� *. 7 z 84� �322a49,Q,<�-77 29 `62w ,n 5$� Ea3 Lane Group Flow(vph) 0 773 0 0 589 0 0 105 0 0 102 0 Protected Phases 2 2 4 _ 4 Pert itte ases _ = ` Detector Phases 2 2 2 2 4 4 4 4 Mirnm`u n I�nit�af s�= 204 2Q=damF6 b lar �7 7�Q=_ _ ;7 0 �. 0 - - Minimum Split(s) 25.0 25.0 25.0 25.0 11.0 11.0 11.0 11.0 Tota:S t s �_45Q-_ 4.5 �3Q_ 4 tl �`45�Q •.O:Q -2 0 � r Q.0�24;Q,w '24Q Q Total Split(%) 65% 65% 0% 65% 65% 0% 35% 35% 0% 35%0 35% 0% Nlaxtm[a-- s 4Ef Q F t} 0< �0 t} ��Q20� �2_OYO �2(} Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 i411 RedETma c: 2°0 ?Q ° 2 4 2 _ ?� � 10� - 14 s 0 Lead/Lag - Vehicle Extension (s) 3.0 3.0 3.0 3.0 1.5 1.5 1.5 1.5 Recall Mod ii�: Nli`n tlltnMin �` N no a Io ;- None Nah Walk Time(s) 8.0 8.0 8.0 8.0 Pedestrian Calls (#/hr) 0 0 0 0 90th %ile Term Code Max Max Max Max Gap Gap Gap Gap 70 11°l�les6reeri- s: 40Q 40. 40:Q400 _ 8: 8 383 8 3 f 70th %ile Term Code Max Max Max Max Gap Gap Gap Gap 50th %ile Term Code Gap Gap Gap Gap Min Min Min Min G:\P97\97146\a70\synchro\2004 Combined PM.sy6 Synchro 5 Report Fuss&O'Neill, Inc. Page 1 fussonmanc-ff51 Lanes, Volumes, Timings 6: Oakland Rd. & Felt Rd. 12/17/2001 I La Grp E � � �Q- B NBT.� I�BE2 SBL, �SB� SB 36th loiEe Green(s} u 23;7 23`7 � �23 7 z 23 7 �t ate',7 4 30th %ile Term Code Gap Gap Gap Gap Min Min Min Mm 1 Qth°toile Green(s}} 115 01 t515 0t5 0 � f3 0; 0 O a0 a 4 o a 10th�%ile Term Code Dwell Dwell Dwell Dwell Skip Skip Skip Skip Fuel Used(gal) 6 8 0 1 Lt�.ta.ea..sw�':..f..a:i.�'�..Z�u.�N3±.fS cFa '..,:i. _ - ALE•_-� _ .� ._ x..S:xs6Y�«�:<,x'.6a3,v"t+^:..a.f��a^�.-..�L'3�;c-.&-•..at :� 5.`o,c�.Y�a.rv.'ir'�' NOx Emmisions (g/hr) 77 114 7 19 �.�.�•�-•- ter� �""� Dilemma Vehicles (#) 0 23 0 0 Queue Length 95th (ft) 211 102 35 55 InfernantcSD tt` � WYMPO81 .- n 57 _ PER=E49114� 50th Up Block Time(%) Turn Bay Length (ft) �. 95th Bay Block Time% Queuing:Pe►ia ty t ,�< �x� Cycle Length: 69 Natural Cycle:40 90th %ile Actuated Cycle 59.8 50th %ile Actuated Cycle 53.2 �zzL.r,c,s...,s�.�.s -.s ,sr rr�, .'�'"``.+.n _-:•�.m�E"�`{ ��..-,• .,� 10th %ile Actuated Cycle: 120 Splits and Phases: 6: Oakland Rd. &Felt Rd. m2 -m4 d G:\P97\97146\a70\synchro\2004 Combined PM.sy6 Synchro 5 Report Fuss &O'Neill, Inc. Page 2 fussonmanc-ff51 HCM Signalized Intersection Capacity Analysis 9: Oakland Rd. & Sullivan Rd. 12/17/2001 ttovernerjrjEB= S Eli_ BLS B Il NBTNBI SBLS7' 131 Lane Configurations Idea(Flow(vphP!},,Lz� 19QQ�19Q0�190Q�19QQ p�1900_ 1900�190Q : 1900y,_41900 1900 190p 19Q0 Grade (%) 0% 0% 2% 2% Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Flt Protected 0.95 1.00 0.95 _1.00 1.00 0.95 1.00 0.95 1.00 Sate Ftow F[��o} � 1770�3429� 1719 �18101. 38 1753 3466= '= 171$ 3435 - FIt Permitted 0.40 1.00 0.43 1.00 1.00 0.33 1.00 0.11 1.00 Satd Ftow{perm) 73 �3429gu 7771810" 1538fi17 `3466{ 'F 203335 Volume(vph) 429 402 106 71 185 251 76 1018 85 264 675 2 Add Flow(vph) 499 467 123 83 215 292 84 1119 93 290 742 2 Lane Gfou Flow(vimh 41g 390 0 $3 215 292 84 212 `MMQ r _2015, -y Heavy Vehicles (%) (y 2% 2% 2% 5% 5% 5% 4% 4% 4% 4% 4% 4% Protected Phases 1 6 5 2 7 4 3 8 - ��. Actuated Green,G (s) 35.3 27.4 21.9 17.1 17.1 35.3 30.6 45.1 37.3 - Actuated g/C Ratio 0.41 0.30 0.26 0.19 0.19 0.41 0.34 0.52 0.41 ����5 a, Vehicle Extension (s) 2.0 6.0 2.0 6.0 6.0 2.0 2.0 2.0 2.0 v/s Ratio Prot c0.18 0.17 0.02 0.12 0.01 0.35 c0.12 0.22 v s Rat<a berm c0 11 F =0 07 � 419 0 0= � c0 3 s } v/c Ratio 1.05 0.57 0.33 0.63 1.00 0.27 1.03 0.98 0.53 � - Y• may. 25$ 33 7� 336 65 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ticreme tad©eaY d �54 2� 0 3v^ 8 5 5 Ei -40 2 i 35 2�� 45 . 2 Delay(s) 78.6 28.8 26.0 42.2 90.3 16.7 65.1 70_3 20.1 ee�"s,�Seice� „ Y �- � �D<_-� _ -,g. . - E� -. •���E-- , Approach Delay(s) 51.6 63.7 62.0 34.2 HCM Average Cot�otDetay -�52 2 HCM Le -111;1-4 4-0 , law- HCM Volume to Capacity ratio 1.00 Intersection Capacity Utilization 105.1% ICU Level of Service F c Cnf�cat(_ane Grou ": 13 - � G:\P97\97146\a70\synchro\2004 Combined PM.sy6 Synchro 5 Report Fuss&O'Neill, Inc. Page 1 fussonmanc-ff51 Lanes, Volumes, Timings 9: Oakland Rd. & Sullivan Rd. 12/17/2001 ar►e�. ouPX-RDIRM-nilEB � . BBtIUV` 3 a €� �. "- Lane Configurations NB '�►B NB S'' -SB. SBA !deal Flow(vptpl}} s �9Q0 [90Q �1900 19Q0 1900 19oQ 1900 1 >19 ° 00 19009Q0 Grade( ) 0% /o° _ Stora a Len th ft 275 �f; 0 2% 2% 9 9 {a) ��:_ Storage Lanes 1 _ 0 1 1ZT 1 0 0 Tota€Lostime s - x (} 3` 0 ..$:50 3 � 050313s 550 31 5. Leading Detector(ft) 28 290 20 20 20 20 7'railrn Detector ft ,28 0 50 Turning Speed (mph) 15 9 15 9 15 9 15 9 Yal Lane Ut f Factor x1 00 59 0 95 1 00 1 00 1100 a 00�` " Frt _" � �� 0 950 95 '1 OQ 0 95 "0:95 0.969 0 850 r , --- 0 988 Pit Protected-{ 0 95Q � Q950. n p 90- _- 0 95Q Satd Flow(prot) 1770 3430 0 1719 1810 1538 1753 3464 0 1718 1.3436 �0 Flf Permitfec1 0 4Q5 - 70 42� 4 ` ;. 0 f 14 £ t Satd Flow(perm) 754 3430 0 776 1810 1538 579 3464 0 206 3436 0 Right ITrr �Re ' _4m° z - .�., �.. Y, tVo � ��" Yes, .esT } - es Satd Flow(RTOR) �� �. Headwa Factor :04 0�1 04�1Ow1 OQ 00 ;99s� a 1 _ Y . NUM Link Speed (mph) 30 __.. �. _ 40 Li 40 4nk Drstanc�ft`` �,� �--5 y � 0 Travel Time(s) Vglue v ' " "._ 41.2 mP_ 10.1 (:< . 2J 4021:06 18551 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.91 0.91 0.91 .0.91 0.91 0.91 Heady V_ehrcles°o ;2of ;, 2%0 1 a2°o �5%¢4 510 5°l0 - 4?/` 4% . 400 o a. , Ad Flow v h ��� /o 1 ( P ) 499 467 123 83 215 292 84 1119 93 290 7 2 Turn T es 84x [212 907::. 0 ` + t YP pm+�p Pm+pt m t Protected hale F V 1 ...�6'�' �m+�3ePerm Permitted Phases g 2 2 4 ��....•:,���`-. De-ector P ases 8 �,. 40 150 150 40 10.0 40 100 Murmur Total S Irt s 7 11 P 22.7 9.0 35.0 0.0 14.5 40.5 0.0 TotaTSph °Io 20° 5°�/a `Q°o `'1 °a 25°0, x25° 10% 39. o .> - Maximum Greens 15.1 26.8 f6o�O 4Q 0d' 5.9 30.0 11.4 35.5 YelCowZirine. s All-Red Time (s) 0 1 2.0 0.1 2.0 2.0 0.1 2.0 Lead/L ' -� f�eLag - Lea -a , 0.1 2.0. Lead-Laagg Optimize?� ad Lag Lead{ X_Lag Leadr La Veircle Eden ois } 2Q 60 . 2Q6 0 0�2 02.{Y g s Recall Mode - - None Coord None Coord Coord None None None None 90th %ile Term Code Max Coord Max Coord Coord Max Max Max Hold 70t '°lorGrels ' 6Q 7=7�Tw7� 5 43 70th %ile Ter me Code Max Coord Max Coord Coord Max Max 50t( %rte Gree 15,. 26$. Max Hold ��:. � -�:- .6(}- �1,7 1=7 �`9��.-,..30: 50th %ile Term Code Max Coord Max Coord Coord Max Max k 30ti°lor€e:Greens Max Hold 3 k5 25 6sEt 7_ 71; 7 30th %ile Term Code Max Coord _ 114 35 Max Coord Coord Max Max ` Max Hold M G:\P97\97146\a70\synchro\2004 Combined PM.sy6 Fuss & O'Neill, Inc. Synchro 5 Report fussonmanc-ff51 Page 1 Lanes, Volumes, Timings 9: Oakland Rd. & Sullivan Rd. 12/17/2001 Larte NB A B B B P WEB B= 10th °lorle�Green.(s)n 151�359� �x�Y� ,0 Q17 7l7 7, 0 Ow30 0 114t 44 5 � 10th %ile Term Code Max Coord Skip Coord Coord Skip Max Max Hold Fuel Used(gal) 9 6 2 6 7 2 46 7 10 CO Emmrsrons(g hr_ ��626� 404� ���1��4433 =¢r466130- 3217 � � -" �, :`g 481,.��728 NOx Emmisions(g/hr) 122 79 28 84 91 25 626 94 142 _ x 33 1 OQ 10& 34 76 � 112 `"R 169 VOC Emmrsronsglfir45 94 . E ��� � -. Dilemma Vehicles (#) _0 0 0 10 0 0 55 0 37 Queue Len th�54th ft �F 236 -15Q �- Queue Length 95th (ft) #445 193 54 177 109 47 #531 #280 225 50th Up Block Time(%) 32% 17% 95th Up"$IOCTC TI e° %� 9%0 HE - _ z x _.i:.,w�,. ._...� --^.=.. .� sa�_4 -�, g �� a.r,3.. .��. Turn Bay Length (ft) 275 260 350 185 330 <- v m 95th Bay Block Time% 26% 50% AceaType: F :Othe Cycle Length: 90.4 Offset 18.1 (20%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green FIE !0E Natural Cyc1104. �� Control Type.Actuated Coordinated v Volume.excee s ca act taeue rs theor_etica I in mite ' Queue shown is maximum after two cycles ­11.1111kj 95th percentil ofume excee s ca cr ' i ue e.m y e�tonger� Queue shown is maximum after two cycles. Splits and Phases: 9: Oakland Rd. &Sullivan Rd 01 m2 03 t o4 t 7,105 06 v7 1 m8 9= _ 100 G:\P97\97146\a70\synchro\2004 Combined PM.sy6 Synchro 5 Report Fuss &O'Neill, Inc. Page 2 fussonmanc-ff51 HCM Unsignalized Intersection Capacity Analysis 16: Dzen Farms East Drive & Felt Road Extension 12/17/2001 } ~ t ovemen19wPRIME BNB h SBA St3 Lane Configurationsggnm Sign Control Stop3;.rr _�� Freed_ �-._ Free Grade 0% 0% 0% Peak Hour Factor 0.70 0.70 0.70 0.70 0.70 0.70 Flourly flow rateVeh/h} 0 0 .0 fi 3 4 gam= �F'� ,s Pedestrians Walking Speed (ft/s) Right turn flare(veh) Median storage veh) vC�conflictin out met 4�` `� �� =1�3 � �' y vC1, stage 1 conf vol tC, single (s) 6.4 6.2 4.1 IC2stage{s `: � a =' � tF(s) 3.5 3.3 2.2 p0°gryueue_free°lo 99 f40�e1'OQ� - a L�� �� cM capacity(veh/h) 1005 1073 1606 d s - Volume Tota 13p N f Volume Left 10 0 0 - � cSH 1005 1606 1700 �s a:.an_.s�:-nasi�,.xu,-��:w.c-•+ :.mac -z:�.1� a..� �$t%as�r�.s'��s:�s .a� � �- .�a Queue Length (ft) 1 0 0 Lane LOS A =� - Approach LOS A .. ..see�o - Average Delay 3.0 Intersection Ca�ac k tilizatior� p=` 13:3°lo C� Level of Servi a�- -`'�`A ��� �,�� G:\P97\97146\a70\synchro\2004 Combined PM.sy6 Synchro 5 Report Fuss &O'Neill, Inc. Pagel fussonmanc-ff51 LCI.�M_)b—LV'V1 1l .l7J rt1'• ✓c..._.s. art.� r,C R.7. 1IY 1. v—v... ----. .� BSO-291-8757 P•2 Dec 06 01 10:40a Dcmber 6,2001 To Whom It ilday Concern authori� Designprofessionals,l�•��� Please be advised that Petcr R.DeMaie and h dzd of our prop'knpWn as an and ail Wlicltions essOc�with the development ft submissian of a sign Y Connecticut. We further eutlwr�e 205 oakland Rod is South Windsor. meat of this pro�Y• laltd use aPp1'xctions associated with the deve p Sirn.etcly, By-. cc: Peter ��1e Msnlyn Dzen GaofficY Saber r.« DESIGN PROFESSIONALS, INC. civil engineers • planners • surveyors • gis Transmitted via certified mail Dear Current Abutting Property Owner December 10, 2001 Re: Berry Farm(Elderly Housing) DPI Project No. 01-1521 Oakland Road(Route 30) &Felt Road South Windsor, Connecticut In accordance with regulations of the Inland Wetlands Agency and the Planning &Zoning Commission, we are required to notify you that an application has been filed on the property abutting yours and is subject to a hearing(s) by the Inland Wetlands Agency and Planning &Zoning Commission. The applications and plans are on file with the South Windsor Planning Department in the Town Hall. As an abutting property owner you are invited to the hearing(s) to ask questions and/or give comments, however, you are not required to attend. You may also submit written comments regarding the application(s) prior to the meeting if you so desire. For further information regarding the specific date this application will be heard, please contact Kelli Gaetano, Administrative Secretary, Michele Lipe, Deputy Planning Director, or Jeffrey Folger, Environmental Planner, at the South Windsor Planning Department at 644-2511, ext. 253, 252 or 229, respectively. Thank you. Sincerely, DESIGN P FESSI ALS, INC. By: i�z ='.� Peter R. DeMallie Principal cc: Jeffrey Folger Marcia Banach Geoffrey Sager 165 South Satellite Road, South Windsor, CT 06074 Telephone(860)291-8755 Fax(860)291-8757 Stormwater Management Plan Berry Farm South Windsor, Connecticut RE VP7M WY 1 2002 SOUTH lttll'\'DSO°PLA NINiC,DEPT, Prepared by Design Professionals,Inc. RE El 165 South Satellite Road D E C 20 01 South Windsor, CT 06074 DPI Project No. 01-1521 SOUTH WI SOR PLANNING EPT. December 10, 2001 r ' Table of Contents: Page# Introduction 1 Proposed Development 1 Off-Site Analysis 1 Peak Runoff control 1 Nonstructural Drainage System 1 Riparian Buffers 1 Erosion/Sedimentation Control Systems 1 Storm-water Runoff Quality 2 Conveyance System 2 Discharge at the Natural Location 2 Maintenance and Operation 2 Topographic Contour Maps 2 Floodplain Boundaries 2 Drainage Design 2 On-Site Storm Sewer Calculations 4 Conclusions 4 Appendices Watershed Drainage Map A TR-55 Existing Conditions To Pond B TR-55 Existing Conditions—Down-slope of Pond C Pond Modeling D Pond Routing Summaries E Existing Conditions-Pond Routings F TR-55 Pond-Developed Conditions G Developed Conditions-Pond Routings H Storm Sewer Calculations I Introduction: The site is located on the south side of Oakland Road in South Windsor, Connecticut, and consists of a single parcel totaling 14 Acres. The site is bordered on the east by Slater Street, on the south by single-family homes, on the west by assisted living elderly housing, and on the north by Oakland Street and residential lands. The site is presently being utilized for agricultural purposes. Proposed Development: The proposed development of the site includes the construction of 102 elderly housing units contained within 5 buildings. As part of the development, access roadways, parking, and driveways will be constructed. The site will be serviced by public sanitary sewer and water. The Storm drainage system proposed for the development includes the installation of storm-sewers within the proposed access street, vegetated drainage swales, and a piped storm drainage system. The drainage discharge from the development of the site will be to the existing pond via vegetated swales. The existing pond on site has a weir for discharge of water from the pond. The pond acts as a natural detention basin, and will be utilized to mitigate any increase in peak storm flows from the site. Off-Site Analysis: The majority of the site presently drains to the existing pond on site that is part of the Farm Brook drainage basin. The remainder of the site drains directly to Farm Brook either upstream or downstream of the pond. The site will continue to drain to Farm Brook under developed conditions. Peak Runoff Control: The peak runoff from the site will be controlled by discharging directly into the existing pond on site, and using the pond as a natural detention basin. Nonstructural Drainage Systems: The site will make use of a number of nonstructural measures to help control the runoff on the site, and help treat the runoff. The most important measures are the water quality swales that will collect the runoff from the piped drainage system, and help treat the runoff prior to discharge to the existing pond. Riparian Buffers: An extensive planted berm area will.be developed between the existing homes on the north side of the site, and the developed site areas. Erosion/Sedimentation Control Systems: An extensive erosion/sedimentation control plan has been developed as part of the site design. These measures include the following: 1. Installation of silt fence down-slope of disturbed areas. 2. Installation of silt fence around stockpiled materials. 3. Installation of silt fence around catch basins. 4. Use of temporary sediment basins during construction. 5. Seeding and mulching disturbed areas as soon as practical during construction. 6. Limiting the areas of disturbance during construction. t ' 7. Installation of construction entrance pads, and sweeping of roadways as needed. 8. Maintenance of the above measures. Stormwater Runoff Quality: A number of water quality measures have been integrated into the site design to provide for treatment of the stormwater runoff from the site. These include the water quality swales that will treat the runoff from the site prior to discharge. Conveyance System: The on-site conveyance system consists of a piped stormwater system discharging to the water quality swales. The piped drainage system has been designed to accommodate the runoff from a 10 Yr design storm. Discharge at the Natural Location: The site presently drains to the existing pond on site and the Farm Brook. The site under developed conditions will continue to drain in the same directions. Maintenance and Operation: The following maintenance operations will be required to ensure the proper and efficient operation of the Storm Water System, and Water Quality Swales. The following maintenance schedule is intended to be a minimum guide, and additional inspections and maintenance measures may be required following large storm events that could cause the deposition of excess debris in the system. Pipe Outlet Locations: The pipe outlets and associated riprap shall be inspected annually and cleaned of silt and or debris. The riprap shall be re-shaped and replenished as required. Catch Basins: The catch Basins within each lot shall be inspected annually. The sumps shall be cleaned when the depth of material within the sumps reaches 1'. Pavement Sweeping: The parking lots within each lot shall be swept at a minimum of twice per year. Once in the spring shortly after the end of the snow season, and once in the fall after the leaves have fallen. Topographic Contour Maps: Topographic contour maps have been provided showing the drainage areas for the site at a scale of 1"=40'. The maps showing the existing and developed conditions are included in the rear of this report. A drainage area map for the entire watershed is included in appendix A. Floodplain Boundaries: There are floodplain boundaries on the site. Drainage Design: The drainage design of the site has been completed utilizing a number of computer programs and generally accepted design methods. The runoff from the site and entire watershed under existing and developed conditions was developed utilizing the TR-55 computer program. The drainage piping on site was designed using the rational formula. The detention basin was sized using a computer program by Hydrographs called Hydroflow. The program allows for the development of hydrographs representing the developed flows into the basin, and the modeling of the basin with t , elevation/storage/discharge curves to represent the basin. The program than provides the routing of the hydrograph through the basin, and provides peak discharge and storage information. Under existing conditions portions of the site presently drains to the existing pond on site. The remainder of the site drains directly to Farm Brook. Under developed conditions, the pond will be utilized for its natural detention to mitigate the increase in peak runoff from the site. In order to detain the peak runoff rates, a portion of the site that presently drains down stream of the pond directly into Farm Brook will be diverted under developed conditions to drain to the pond. The utilization of the existing pond as a detention basin required the modeling of the pond under both existing and developed conditions. Under existing conditions, the drainage area for the pond is 595 acres. The TR-55 analysis for this area is included in appendix B. Under developed conditions, an additional 2.75 acres of land that presently drains down slope of the pond directly to Farm Brook is diverted into the pond. This 2.75 acres has been modeled using the TR-55 under existing conditions, 'and is included in appendix C. A summary of the results is as follows: Storm Freq. Existing to pond Existing Down slope of Pond 2 100 1 10 279 3 25 394 4 50 502 5 100 618 7 The existing flows have then been routed through the existing pond to determine the existing outflow from the pond using the Hydroflow computer program. The summary of the modeling of the pond including the stage storage and stage discharge tables is included in appendix D. The summary of the pond routing for both existing and developed conditions is included in appendix E. The actual routings of the pond under existing conditions is included in appendix F. A summary of the results is as follows: Storm Frequency Discharge from Pond Discharge to Brook Total 2 95.21 1 96.21 10 275.28 3 278.28 25 391.05 4 395.05 50 500.36 5 505.36 100 614.32 7 621.32 The pond was then analyzed under developed conditions. The Tr-55 Analysis for the pond under developed conditions is included in appendix G. The discharge to the pond under developed conditions includes the additional 2.75 acres of land that presently discharges directly to the Farm Brook under existing conditions. The Routing of the storm flows under developed conditions was developed, and is included in appendix H. t The summary of the total flow under existing and developed conditions is summarized herein: Storm Frequency Total Existing Developed Total Leaving Pond 2 96.21 95.65 10 278.28 276.56 25 395.05 392.87 50 505.36 502.68 100 621.32 617.16 As can be seen from the results, the total flow leaving the pond under developed conditions is less than the total existing flow from the pond plus the additional 2.75 acres that presently discharges directly to the Farm Brook that will be diverted into the pond under developed conditions. Therefore, there will not be any increase in peak rates of runoff due to the development of the site. On-Site Storm Sewer Calculations: The storm sewer calculations for the storm piping within the proposed private roadway are included in appendix I. The storm sewer has been designed for a 10-year design storm utilizing the rational formula. Conclusions: The on-site stormwater system with the associated water quality swales and existing pond will mitigate any potential water quality and quantity impacts from the development of the site. t ' APPENDIX A �,�/�+ %�' '�� �.` .r;'�, c��l�/ \ 1 rJ�) •�\ l,y,v `t` ylY/.Z•' /!l/��3' .�,� j+ l: l I Jo— ,I•U (/ ( ;/,r, •i� l /� 'r� � "� Q ' 1'�' :�• �ilk' + �a- �� �I,' \1\,l!r• �� 4� n•'\, 17��/��/. 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"/ 0, .'� '1 �t. ��.T1T � � %l / I,�/� (, , C�p/`�� �W \ � Rob yn �G.. i � n', �. \ i, I ` U• _ f ',/ � / � ii. l�� f ! �' , +: .,� , o >\.� r`�_. \\/7I� dark L-T�.' .�.(.`�.�• � ,\' h� � .i \' ��• ., \( �: �< ,y/i/i l 1/: \\ �.(• (��C/,/f( C�, � •/• ''%i• , APPENDIX B RUNOFF CURVE NUMBER COMPUTATION Version 2.00 Project : METRO User: GBS Date: 11/28/99 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING CONDITIONS Subarea : 1 ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Residential districts Avg $ impery (by average lot size) 1/2 acre 25 94 (54) 355(70) - 19(85) CULTIVATED AGRICULTURAL LANDS Close-seeded Straight row good - 7 (72) - - legumes or rotation meadow OTHER AGRICULTURAL LANDS Woods - grass combination good 24 (32) 91(58) - 5(79) Total Area (by Hydrologic Soil Group) 118 453 24 ------------------------------------------------------------------------------- SUBAREA: 1 TOTAL DRAINAGE AREA: 595 Acres WEIGHTED CURVE NUMBER: 65* ------------------------------------------------------------------------------- * - Generated for use by GRAPHIC method 1 TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00 Project : METRO User: GBS Date: 11/28/99 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING CONDITIONS ------------------------------------------------------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 200 0.05 F 0.287 Shallow Concent'd 400 0.05 U 0.031 Open Channel 4500 2 0.625 Time of Concentration = 0.94* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- C Cultivated < 20 % Res. H Woods, Light P Paved D Cultivated > 20 % Res. I Woods, Dense U Unpaved E Grass-Range, Short J Range, Natural * - Generated for use by GRAPHIC method r GRAPHICAL PEAK DISCHARGE METHOD Version 2.00 Project : METRO User: GBS Date: 11/28/99 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING CONDITIONS Data: Drainage Area 595 * Acres Runoff Curve Number 65 * Time of Concentration: 0.94 * Hours Rainfall Type III Pond and Swamp Area ------------------- Storm Number 1 1 1 2 1 3 1 4 1 5 1 1----------------------1------1------1------1------I------1 I Frequency (yrs) ► 2 1 10 1 25 i 50 I 100 1 1 I I I I I I 1 24-Hr Rainfall (in) 1 3.2 1 4.7 ( 5.5 1 6.2 1 6.9 I I I I I I I I Ia/P Ratio 10.34 ( 0.23 1 0.20 ► 0.17 1 0.16 1 I I I I I I I Runoff (in) ( 0.60 1 1.46 1 1.99 1 2.50 1 3.03 1 l I I I I I I 1 Unit Peak Discharge 10.375 10.429 10.442 10.451 10.458 1 (cfs/acre/in) I I I I I I 1 I I I i I I Pond and Swamp Factorl 0.75 1 0.75 1 0.75 1 0.75 1 0.75 1 1 3.0% Ponds Used I I 1 I I I 1----------------------1------1------1------►------1------1 1 Peak Discharge (cfs) I 100 1 279 1 394 1 502 1 618 I * - Value(s) provided from TR-55 system routines APPENDIX C RUNOFF CURVE NUMBER COMPUTATION Version 2.00 Project : METRO User: GBS Date: 11/28/99 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING CONDITIONS AFTER POND Subarea : 1 ------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A . B C D Acres (CN) ------------------------------------------------------------------------- CULTIVATED AGRICULTURAL LANDS Close-seeded Straight row good 1.5 (58) 1.25(72) - legumes or rotation meadow Total Area (by Hydrologic Soil Group) 1.5 1.25 --------- --------------------------------------------------------------------- SUBAREA: 1 TOTAL DRAINAGE AREA: 2.75 Acres WEIGHTED CURVE NUMBER: 64* ---------------------------------------------------------------------- * - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00 Project : METRO User: GBS Date: 11/28/99 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING CONDITIONS AFTER POND ------------------------------------------------------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 200 .05 D 0.218 Shallow Concent'd 200 0.05 U 0.015 Time of Concentration = 0.23* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- C Cultivated < 20 % Res. H Woods, Light P Paved D Cultivated > 20 % Res. I Woods, Dense U Unpaved E Grass-Range, Short J Range, Natural * - Generated for use by GRAPHIC method A GRAPHICAL PEAK DISCHARGE METHOD Version 2.00 Project : METRO User: GBS Date: 11/28/99 County : HARTFORD State: CT Checked: Date: Subtitle: EXISTING CONDITIONS AFTER POND Data: Drainage Area 2.75 * Acres Runoff Curve Number 64 * Time of Concentration: 0.23 * Hours Rainfall Type III Pond and Swamp Area NONE ------------------------ I Storm Number I 1 1 2 I 3 ► 4 1 5 1 ----------------------I------1------I------I------I------I I Frequency (yrs) I 2 1 10 I 25 I 50 I 100 I I I I i I 1 l 1 24-Hr Rainfall (in) 1 3.2 1 4.7 I 5.5 I 6.2 I 6.9 I 1 I I ( I I I I Ia/P Ratio 10.35 10.24 10.20 10.18 10.16 I I I i I I I I Runoff (in) i 0.56 11.39 1 1.91 ( 2.41 12.93 1 I I I I I I I i Unit Peak Discharge 10.654 10.765 10.786 10.800 10.811 (cfs/acre/in) I I 1 I I I I I I I I I I I Pond and Swamp Factorl 1.00 11.00 i 1.00 11.00 11.00 I 0.0% Ponds Used I I I I I ' I ----------------------I------I------i------I------I------I Peak Discharge (cfs) I 1 1 3 1 4 1 5 1 7 1 * - Value(s) provided from TR-55 system routines APPENDIX D Reservoir Report Page 1 Reservoir No. 1 - POND Hydraflow Hydrographs by Intelisolve Pond Data Bottom LxW = 300.0 x 120.0 ft Side slope = 0.5:1 Bottom elev. = 120.00 ft Depth = 10.00 ft Stage/Storage Table Stage(it) Elevation(ft) Contour area(sgtt) Incr.Storage(cuff) Total storage(cult) 0.00 120.00 36,000 0 0 0.50 120.50 36,421 18,053 18,053 1.00 121.00 36,844 18,158 36,210 1.50 121.50 37,269 18,263 54,474 2.00 122.00 37,696 18,369 72,843 2.50 122.50 38,125 18,475 91,318 3.00 123.00 38,556 18,581 109,899 3.50 123.50 38,989 18,688 128,587 4.00 124.00 39,424 18,795 147,381 4.50 124.50 39,861 18,902 166,283 5.00 125.00 40,300 19,009 185,292 5.50 125.50 40,741 19,116 204,408 6.00 126.00 41,184 19,224 223,632 6.50 126.50 41,629 19,332 242,964 7.00 127.00 42,076 19,440 262,404 7.50 127.50 42,525 19,549 281,953 8.00 128.00 42,976 19,658 301,611 8.50 128.50 43,429 19,767 321.377 9.00 129.00 43,884 19,876 341,253 9.50 129.50 44,341 19,985 361,238 10.00 130.00 44,800 20,095 381,3W Culvert/Orifice Structures Weir Structures [A] [B] [C] [D] [A] [B] [C] [D] Rise in = 0.0 0.0 0.0 0.0 Crest Len ft = 12.00 0.00 0.00 0.00 Span in = 0.0 0.0 0.0 0.0 Crest El.it = 120.00 0.00 0.00 0.00 No.Barrels = 0 0 0 0 Weir Coeff. = 3.33 0.00 0.00 0.00 Invert El.it = 0.00 0.00 0.00 0.00 Weir Type = Riser - - - Length It = 0.0 0.0 0.0 0.0 Multi-Stage = No No No No Slope% = 0.00 0.00 0.00 0.00 N-Value = .000 .000 .000 .000 Orii.Coeff. = 0.00 0.00 0.00 0.00 Multi-Stage = n/a No No No Extiltration Rate = 0.00 in/hr/sgft TailvMer Elev.= 0.00 It Note:All outflows have been analyzed under inlet and outlet control Stage/Storage/Discharge Table Stage Storage Elevation Civ A Clv B CIv C Clv D Wr A Wr B Wr C Wr D Extil Total it cuft It cis cis cis cis cfs cis cis cis cis cis 0.00 0 120.00 - - - - 0.00 - - - - 0.00 0.50 18,053 120.50 - - - - 14.13 - - - - 14.13 1.00 36,210 121.00 - - - - 39.96 - - - - 39.96 1.50 54,474 121.50 - - - - 73.41 - - - - 73.41 2.00 72,843 122.00 - - - - 113.02 - - - - 113.02 2.50 91,318 122.50 - - - - 157.96 - - - - 157.96 3.00 109,899 123.00 - - - - 207.64 - - - - 207.64 3.50 128,587 123.50 - - - - 261.65 - - - - 261.65 4.00 147,381 124.00 - - - - 319.68 - - - - 319.68 4.50 166,283 124.50 - - - - 381.46 - - - - 381.46 5.00 185,292 125.00 - - - - 446.77 - - - - 446.77 5.50 204,408 125.50 - - - - 515.43 - - - - 515.43 6.00 223,632 126.00 - - - - 587.29 - - - - 587.29 6.50 242,964 126.50 - - - - 662.21 - - - - 662.21 7.00 262,404 127.00 - - - - 740.07 - - - - 740.07 7.50 281,953 127.50 - - - - 820.76 - - - - 820.76 8.00 301,611 128.00 - - - - 904.19 - - - - 904.19 8.50 321,377 128.50 - - - - 990.27 - - - - 990.27 9.00 341,253 129.00 - - - - 1078.92 - - - - 1078.92 9.50 361,238 129.50 - - - - 1170.07 - - - - 1170.07 10.00 381,333 130.00 - - - - 1263.65 - - - - 1263.65 APPENDIX E Hydrograph Summary Report Page Hyd. Hydrograph Peak Time T6ne to Volume Inflow Maxim xn Maximum Hydrograph No. type flow interval peak hyd(s) elevation storage description (origin) (cfs) (min) (min) (CUR) (ft) (CUR) 1 SCS Runoff 96.51 6 780 1,293,546 — — EXISTING CONDITIONS 2 SCS Runoff 96.95 6 780 1,299,524 — — DEVELOPED CONDITIONS 3 Reservoir 95.21 6 792 1,293,545 1 121.78 64,901 EXIST 4 Reservoir 95.65 6 792 1,299,523 2 121.79 65,105 DEVEL Proj. file: 1521.gpw Return Period: 2 yr Run date: 12-05-2001 Hydraflow Hydrographs by Intelisolve Hydrograph Summary Report Pagel Hyd. Hydrograph Peak Time Time to volume Inflow Maximum Maximum Hydrograph No. type flow interval peak hyd(s) elevation storage description (origin) (cfs) (min) (min) (cult) (ft) lam) 1 SCS Runoff 277.58 6 774 3,139,773 — — EXISTING CONDITIONS 2 SCS Runoff 276.66 6 774 3,154,287 — — DEVELOPED CONDITIONS 3 Reservoir 275.28 6 780 3,139,772 1 123.62 133,113 EXIST 4 Reservoir 276.56 6 780 3,154,285 2 123.63 133,534 DEVEL Proj. file: 1521.gpw Return Period: 10 yr Run date: 12-05-2001 Hydraflow Hydrographs by Intelisolve Hydrograph Summary Report Page' Hyd. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph No. type flow interval peak hyd(s) elevation storage ion (origin) (cam) (min) (rnin) (cult) (ft) (cam) 1 SCS Runoff 393.68 6 768 4,297,728 — — EXISTING CONDITIONS 2 SCS Runoff 395.50 6 768 4,317,591 — DEVELOPED CONDITIONS 3 Reservoir 391.05 6 774 4,297,727 1 124.58 169,137 EXIST 4 Reservoir 392.87 6 774 4,317,591 2 124.59 169,676 DEVEL Proj. file: 1521.gpw Return Period: 25 yr Run date: 12-05-2001 Hydraflow Hydrographs by Intelisolve Hydrograph Summary Report Pagel Hyd. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph No. type flow interval peak hyd(s) elevation storage description (origin) (cfs) (min) (min) (cult) (ft) (CUM 1 SCS Runoff 503.22 6 768 5,381,594 — — — EXISTING CONDITIONS 2 SCS Runoff 505.54 6 768 5,406,470 — — DEVELOPED CONDITIONS 3 Reservoir 500.36 6 774 5,381,595 1 125.39 200,288 EXIST 4 Reservoir 502.68 6 774 5,406,469 2 125.41 200,926 DEVEL Proj. file: 1521.gpw Return Period: 50 yr Run date: 12-05-2001 Hydraflow Hydrographs by Intelisolve Hydrograph Summary Report Pagel Hyd. Hydrograph Peak Tune Time to Volume Inflow Maximum Maximum Hydrograph No. type flow interval peak hyd(s) elevation storage description (origin) (cfs) (min) (min) (cult) (ft) (ca) 1 SCS Runoff 617.66 6 768 6,518,469 — — EXISTING CONDITIONS 2 SCS Runoff 620.53 6 768 6,548,596 — — DEVELOPED CONDITIONS 3 Reservoir 614.32 6 774 6,518,466 1 126.18 230,695 EXIST 4 Reservoir 617.16 6 774 6,548,596 2 126.20 231,433 DEVEL Proj. file: 1521.gpw Return Period: 100 yr Run date: 12-05-2001 Hydraflow Hydrographs by Intelisolve APPENDIX F Hydrograph Report Page Hydraflow Hydrographs by Intelisolve Hyd. No. 3 EXIST Hydrograph type = Reservoir Peak discharge = 95.21 cfs Storm frequency = 2 yrs Time interval = 6 min Inflow hyd. No. = 1 Reservoir name = POND Max. Elevation = 121.78 ft Max. Storage = 64,901 cuft Storage Indication method used. Outflow hydrograph volume=1,M,W cult Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B CIv C Clv D Wr A Wr B Wr C Wr D EAR Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.40 52.23 120.73 ----- ----- ---- ----- 24.91 ----- ----- ---- ----- 24.91 12.50 67.68 121.00 ---- _---- ----_ ___ 40.07 ---•- ----- --- ----- 40.07 12.60 80.43 121.26 ----- ----- ----- ---- 56.30 ----- ---- ---- ----- 56.30 12.70 88.28 121.46 ----- -_-- _____ _____ 70.68 ---- ----- ----- --_ 70.68 12.80 93.30 121.61 ----- ----- ----- ---- 81.42 ---- ----- ---- --- 81.42 12.90 95.84 121.70 ---- ----- ----_ --- 88.63 ---- ---- ----- ----- 88.62 13.00 96.51 « 121.75 ---- ---- ----- ----- 92.83 ---- -- ---- ---- 92.83 13.10 96.08 121.78 ---_ ---- ----- --- 94.78 -- ---- ----- ---- 94.78 13.20 95.02 121.78 --- --- --- --- 95.21 _-- ----- ---- ----- 95.21 << 13.30 93.41 121.78 ----- ---- ---- --- 94.65 ----- ---- ---- ---- 94.65 13.40 91.31 121.76 ---- ----- -- ----- 93.36 --- ----- ---- ---- 93.36 13.50 88.78 121.74 --- ----- ---- ----- 91.51 ----- ----- ---- ---- 91.51 13.60 85.91 121.71 ----- ---- ____ ___ 89.19 --- --_ ---- ---- 89.19 13.70 82.73 121.67 ----- ---- ---- ---- 86.50 ----- ----- ---- ---- 86.50 13.80 79.25 121.63 ----- ----- ----- ---- 83.48 ---_ -- ----- ----- 83.48 13.90 75.47 121.59 ---- --- ---- --- 80.15 ---- --- ---- ---- 80.15 14.00 71.38 121.54 ----- ---- ----- 76.53 --- --- --- ---- 76.53 14.10 66.99 121.49 - -- _-__ ___ 72.63 --- ----- --- ----- 72.63 14.20 62.33 121.43 --- --- ----- ---_ 68.44 ___ _____ M_ �__ 68.44 14.30 57.46 121.37 ----- -- ----- ---- 64.01 ----- ---_ - ----- 64.01 14.40 52.57 121.30 ----- ----- ----- ---- 59.43 ---- ----- --- ----- 59.43 14.50 48.32 121.24 ----- -- ----- ----- 54.94 --- --- ---- --- 54.95 14.60 45.25 121.18 ---- ----- - --- 50.95 --- ___ __� ____ 50.95 14.70 42.86 121.12 ----- ----- ----- ----- 47.63 ----- --- ---- ---- 47.63 14.80 41.03 121.08 ----- ----- ----- - 44.94 ---- --- -- ---- 44.94 14.90 39.63 121.05 -- ----- ----- ----- 42.78 ----- ----- ----- ----- 42.78 15.00 38.44 121.02 ----- ---- ----- ----- 41.05 ----- ----- ----- ---- 41.05 15.10 37.35 120.99 ----- ----- ----- -_-- 39.60 ---- ----- ---- --- 39.60 15.20 36.34 120.97 ----- ---- ---- ---- 38.35 ---- ----- ----- ----- 38.35 15.30 35.41 120.95 ----- ---- -- --- 37.23 ---- ----- ---- ----- 37.23 15.40 34.52 120.94 ----- ---- ----- ---- 36.22 -- ----_ _� _____ 36.22 15.50 33.66 120.92 ---- ----- ---- ---- 35.27 ----- ----- ----- ----- 35.27 15.60 32.82 120.90 ----- ---_ ---- ----- 34.37 ----- --- ----- ---- 34.37 15.70 31.98 120.89 ----- ----- ---- ----- 33.51 --- ---- ---- --- 33.51 15.80 31.16 120.87 ---- ----- ----- --•-- 32.67 --- ----- ----- ----- 32.67 15.90 30.35 120.86 ---- ---- ---- ----_ 31.84 ----- ----- --- --- 31.84 16.00 29.55 120.84 ----- ----- ----- ----- 31.02 ----- ----- ---- ----- 31.02 16.10 28.75 120.83 ----- ---- ----- ----- 30.22 ----- ----- ---- ----- 30.22 Continues on next page... EXIST Page 2 Hydrograph Discharge Table Time Inflow Elevation Civ A Civ B Civ C Civ D Wr A Wr B Wr C Wr D Exfll Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 16.20 27.96 120.82 --- --- ----- --- 29.43 ----- ----- ---- ----- 29.43 16.30 27.18 120.80 -_- ---_ - ---- 28.64 ---- --- ----- ----- 28.64 16.40 26.43 120.79 ----- ----- ----- --- 27.88 ---- ---- ---- ---- 27.88 16.50 25.69 120.77 ----- ----- --- ----- 27.12 ---- -- ---- ----- 27.12 16.60 24.99 120.76 ----- ---- --- ----- 26.39 --- -- ---- ----- 26.39 16.70 24.32 120.74 --- --- ----- --- 25.68 ---- ---- ---- ----- 25.68 16.80 23.68 120.73 ---- ---- ---- --- 25.00 ----- ----- ---- ----- 25.00 16.90 23.07 120.72 --- ----- --- --- 24.34 --- ---- ---_ ----- 24.34 ...End Hyd. No. 3 - Reservoir- 2 Yr -Op = 95.21 cfs - EXIST 100 80 � 60 CY 40 20 0 0.0 2.7 5.4 8.0 16.7 13.4 16.1 18.8 21.4 24.1 26.8 Time (hrs) / Hyd. 1 / Hyd. 3 Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 3 EXIST Hydrograph type = Reservoir Peak discharge = 275.28 cfs Storm frequency = 10 yrs Time interval = 6 min Inflow hyd. No. = 1 Reservoir name = POND Max. Elevation = 123.62 ft Max. Storage = 133,113 cuft Storage Indication method used. Outflow hydrograph volume=3,139,772 cult Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B CIv C Clv D Wr A Wr B Wr C Wr D Ell Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.30 146.32 121.79 ----- ---- -- 95.35 ---_ _____ ---- 95.35 12.40 187.17 122.28 ---- ----- ---- ----- 137.37 ---- ----- ----- ---- 137.37 12.50 226.05 122.74 ----- ----- ----- --- 181.05 ---- ----- ----- 181.05 12.60 254.46 123.12 ---- ---- ----- ----- 220.30 --- -- ----- --- 220.30 12.70 269.01 123.38 248.67 ----- --- --- ----- 248.67 12.80 276.30 123.53 ---- ----- ----- ----- 265.41 --- -- ---_ ____ 265.41 12.90 277.58<< 123.61 -- ----- ----- 273.52 --- ---- ---- ----- 273.52 13.00 274.43 123.62 ----- ----- ----- ---- 275.28 -- --- ----- ---- 275.28<< 13.10 268.74 123.60 ----- ----- ---- ----- 272.67 ---- ----- ---- _---- 272.67 13.20 261.60 123.55 ---- ----- ----- 267.39 ---- ----- ---- ---- 267.39 13.30 253.16 123.49 ---- ---__ _____ ----- 260.38 -- ---- ----- ---- 260.38 13.40 243.62 123.41 --- ----- ----- -_- 252.01 ----- ---- ---- ---- 252.01 13.50 233.14 123.33 ----- ---- ---- ---- 242.57 ---- ----- ---- --- 242.57 13.60 221.91 123.23 --- --- ----- ----- 232.24 ----- ---- ----- ---- 232.24 13.70 210.05 123.13 ---- ----- -- 221.18 -- ---- ---- ----- 221.18 13.80 197.58 123.02 ---- ---- ---- ----- 209.51 --- ---- __� _-_ 209.51 13.90 184.54 122.90 ---- --- ---- ----- 197.23 ----- ----- ---- ---- 197.23 14.00 170.97 122.77 -- ----- ---- ----- 184.44 --- ---- ----- ---- 184.44 14.10 156.98 122.64 ----- ---- ----- ----- 171.21 ----- ---- ---- ----- 171.21 14.20 142.82 122.50 ----- ----- - ----- 157.68 ---- ---- ---- 157.68 14.30 128.85 122.35 144.03 ----- ----- ----- ----- 144.03 14.40 115.53 122.20 ---- ----- ----- ----- 130.67 ---- ----- ---- ---- 130.67 14.50 104.73 122.06 ----- ----- --- ----- 118.39 ---- -- ----- ---- 118.39 14.60 97.27 121.94 ----- --_ ---- ----- 108.20 ----- --- ----- ----_ 108.20 14.70 91.56 121.85 ----- ---- ----- ----- 100.26 ---- ----- ____ -�- 100.26 14.80 87.25 121.77 ----- ----- -- 94.12 -_- _M_ ____ _____ 94.12 14.90 83.93 121.71 ----- ----- - 89.35 ----- --- -_- ---- 89.35 15.00 81.14 121.66 --- ---- ---- -- 85.59 --___ �_ �__ -� 85.59 15.10 78.59 121.62 ----- ----- ---- ---- 82.46 ----- --- -_- -_-- 82.46 15.20 76.26 121.58 ----- ----- -- -- 79.73 ----- ----- --- ----- 79.73 15.30 74.10 121.55 ----- ----- ---- --_ 77.28 ---- ---- --- ---- 77.28 15.40 72.06 121.52 ----- -_ _�_ �- 75.04 ----- --- ---- ---- 75.04 15.50 70.10 121.49 ----- ----- --- -- 72.94 ----- ----- ---- ---- 72.94 15.60 68.18 121.47 ----- ----- ---- ---- 70.93 ----- ---- -- ---- 70.93 15.70 66.31 121.44 ----- ----- ----- 69.00 ---- ----- ----- 69.00 ...End Reservoir Report Page Hydraflow Hydrographs by Intelisolve Reservoir No. 1 - POND Pond Data Bottom LxW = 300.0 x 120.0 ft Side slope = 0.5:1 Bottom elev. = 120.00 ft Depth = 10.00 ft Stage/Storage Table stage(it) Elevation(it) Contour area(sgft) Incr.Storage(cult) Total storage(cult) 0.00 120.00 36,000 0 0 0.50 120.50 36,421 18,053 18,053 1.00 121.00 36,844 18,158 36,210 1.50 121.50 37,269 18,263 54,474 2.00 122.00 37,696 18,369 72,843 2.50 122.50 38,125 18,475 91,318 3.00 123.00 38,556 18,581 109,899 3.50 123.50 38,989 18,688 128,587 4.00 124.00 39,424 18,795 147,381 4.50 124.50 39,861 18,902 166,283 5.00 125.00 40,300 19,009 185,292 5.50 125.50 40,741 19,116 204,408 6.00 126.00 41,184 19,224 223,632 6.50 126.50 41,629 19,332 242,964 7.00 127.00 42,076 19,440 26Z404 7.50 127.50 42,525 19,549 281,953 8_00 128.00 42,976 19,658 301,611 8.50 128.50 43,429 19,767 321,377 9.00 129.00 43,884 19,876 341,253 9.50 129.50 44,341 19,985 361,238 10.00 130.00 44,800 20,095 381,333 Culvert/Orifice Structures Weir Structures [A] [B] [C] [Dl [A] [B] [Cl [Dl Rise in = 0.0 0.0 0.0 0.0 Crest Len ft = 12.00 0.00 0.00 0.00 Span in = 0.0 0.0 0.0 0.0 Crest El.it = 120.00 0.00 0.00 0.00 No.Barrels = 0 0 0 0 Weir Coeff. = 3.33 0.00 0.00 0.00 Invert El.it = 0.00 0.00 0.00 0.00 Weir type = Riser - - - Length ft = 0.0 0.0 0.0 0.0 Multistage = No No No No Slope% = 0.00 0.00 0.00 0.00 N-Value = .000 .000 .000 .000 WE Coeff. = 0.00 0.00 0.00 0.00 No No No Exfiltration Rate = 0.00 inihr/sgft Tailwater Elev.= 0.00 ft Multis =tage Na Note:All outflows have been analyzed under inlet and outlet control. Stage/Storage/Discharge Table Stage Storage Elevation Clv A CIV B Civ C Clv D Wr A Wr B Wr C Wr D Exfil Total ft cuft it cis cis cfs cis cis cis cis cis cis cis 0.00 0 120.00 - - - - 0.00 - - - - 0.00 0.50 18,053 120.50 - - - - 14.13 - - - - 14.13 1.00 36,210 121.00 - - - - 39•96 - - - - 39'96 1.50 54,474 121.50 - - - - 73.41 - - - - 73.41 2.00 72,843 122.00 - - - - 113.02 - - - - 113.02 2.50 91,318 122.50 - - - - 157.96 - - - - 157.96 3.00 109,899 123.00 - -- - - 207.64 - - - - 207.64 3.50 128,587 123.50 - - - - 261.65 - - - - 261.65 4.00 147,381 124.00 - - - - 319.68 - - - - 319.68 4.50 186,283 124.50 - - - - 381.46 - - - 381.46 5.00 185,292 125.00 - - - - 446.77 - - - - 446.77 5.50 204,408 125.50 - - - - 515.43 - - - - 515.43 6.00 223,632 126.00 - - - - 587.29 - --- - - 587.29 6.50 242,964 126.50 - - - - 662.21 - - - - 662.21 7.00 262,404 127.00 - - - - 740.07 - - - - 740.07 7.50 281,953 127.50 - - - - 820.76 - - - - 820.76 8.00 301,611 128.00 - - - - 904.19 - - - - 904.19 8.50 321,377 128.50 - - - - 990.27 - - - - 990.27 9.00 341,253 129.00 - - - - 1078.92 - - - - 1078.92 9.50 361,238 129.50 - - - - 1170.07 - - - - 1170.07 10.00 381,333 130.00 - - - - 1263.65 - - - - 1263.65 Hyd. No. 3 - Reservoir- 10 Yr -Op = 275.28 efs - EXIST 300 250 200 CF 150 100 50 0 . 1 1 �77t� 0.0 2.6 5.3 7.9 10.6 13.2 15.8 18.5 21.1 23.8 26.4 Time (hrs) / Hyd. 1 / Hyd. 3 Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 3 EXIST Hydrograph type = Reservoir Peak discharge = 391.05 cfs Storm frequency = 25 yrs Time interval = 6 min Inflow hyd. No. = 1 Reservoir name = POND Max. Elevation = 124.58 ft Max. Storage = 169,137 cuft Storage Indication method used. Outflow hydrograph volume=4,297,727 cult Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EMI Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.20 168.13 121.96 ----- ----- -- ----- 110.04 ---- ----- -- -- 110.04 12.30 223.20 122.54 ---- ----- -- 162.20 ---- --- ----- ---- 162.20 12.40 279.17 123.12 ----- ---- ---- ---- 220.56 ---- --- ----- ----- 220.56 12.50 331.54 123.66 ----- ----- ----- 279.34 ---- ---- --- ---- 279.34 12.60 368.47 124.09 ----- --- ----- --- 330.31 ---- -- --- ----- 330.31 12.70 386.04 124.37 ----- -- ---- ----- 365.04 ---- ----- ---- ---- 365.04 12.80 393.68<< 124.52 -- -- -- ----- 383.68 --- ---- ----- --- 383.68 12.90 393.21 124.58 ---- ----- --- ---- 391.05 ---- --- --- --- 391.05 « 13.00 386.84 124.57 ----- ---- ----- ---- 390.27 ---- ---- -- ---- 390.28 13.10 377.10 124.52 -- _---- ----- ---- 384.01 ---- --__ ---- -- 384.01 13.20 365.48 124.44 ----- ----- ----- ---- 374.44 ----- --- ---- --- 374.44 13.30 352.19 124.35 --- ---- ----- 362.75 -- ---- ----_ ____ 362.75 13.40 337.49 124.24 ---- ----- ----- ----- 349.43 ---- _____ ____ __- 349.43 13.50 321.60 124.12 ----- ---- -- ---- 334.77 --- --- ---- ----- 334.77 13.60 304.78 123.99 --- ----- ---- ----- 319.01 ----- ---- ----- ---__ 319.01 13.70 287.20 123.85 ----- --- ---- ----- 302.32 --- -_- _-_ 302.32 13.80 268.90 123.70 ---_ ----- -_ _____ 284.94 ----- ----- ---- ---- 284.94 13.90 249.92 123.55 ----- ----- ---- --- 266.89 ---- ----_ ----- ___- 266.89 14.00 230.32 123.38 ---- ---- --- ---- 248.20 ---- ----- --- ---- 248.20 14.10 210.31 123.20 ----- ----- ---- ----- 229.03 ---- __- -__ _-_ 229.03 14.20 190.25 123.02 ----- --_ -- --- 209.63 ----- ----- ----- -- 209.63 14.30 170.66 122.83 ---- ----- ---- ----- 190.28 --_ ---- ----- 190.28 14.40 152.19 122.64 ---- --- ----- - 171.56 ---- ----- ----- ----- 171.56 14.50 137.44 122.46 ----- ---- ----- ----- 154.60 -- ----_ ----- ----- 154.60 14.60 127.37 122.32 ----- --- --- ----_ 140.79 --- ----- ----- ----- 140.79 14.70 119.68 122.20 ---- ----- ---- ----- 130.26 ----- -- ----- -___ 130.26 14.80 113.90 122.11 -- ---- ----- --- 122.18 --- ---- -- ---- 122.18 14.90 109.45 122.03 ----- ----- ----- ---- 115.96 ----- ----- ---- ----- 115.96 15.00 105.70 121.98 -- ----- - ----- 111.05 ---- -- -- --- 111.05 15.10 102.30 121.93 _--- ----- ---- --- 106.95 ---_ -_- ___ _____ 106.95 15.20 99.19 121.88 ----- --- ----- ---- 103.37 -- ---- --_ 103.37 15.30 96.30 121.85 ----- ----_ -- --- 100.15 ----- ---- ----- ---- 100.15 ...End Hyd. No. 3 - Reservoir - 25 Yr - Qp = 391.05 efs - EXIST 400 300 Cy 200 100 0 0.0 2.6 5.3 7.9 10.5 13.1 15.8 18.4 21.0 23.7 26.3 Time (hrs) / Hyd. 1 / Hyd. 3 Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 3 EXIST Hydrograph type = Reservoir Peak discharge = 500.36 cfs Storm frequency = 50 yrs Time interval = 6 min Inflow hyd. No. = 1 Reservoir name = POND Max. Elevation = 125.39 ft Max. Storage = 200,288 cuft Storage Indication method used. Outflow hydrograph volume=5,381,595 cutt Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfi1 Outflow (hrs) ds ft cfs cfs cfs cfs cfs ds ds ds ds ds 12.20 227.73 122.53 --- ----- ----- --- 160.68 --- ---- ----- ----- 160.68 12.30 296.99 123.19 ----- ---- ----- ---- 227.54 ---- -- ---- ---- 227.54 12.40 366.68 123.84 ----- -- ----- ----- 300.62 -- -_- ---_ ____ 300.62 12.50 431.17 124.43 ---- ----- ----- ---- 372.89 -- ---- ---- ---- 372.89 12.60 475.58 124.91 ----- --- ---- ----- 434.10 ----- ---- --- --- 434.10 12.70 495.57 125.20 ----- ----- ---- ---- 474.10 ----- ----- ----- ---- 474.10 12.80 503.22<< 125.35 --- ----- -- ---- 493.99 ----- --- --- ----- 493.99 12.90 500.87 125.39 ----- -- ----- ----- 500.36 --- ____ ____ -__ 500.36<< 13.00 491.30 125.37 ----- ----- ---- -- 496.98 :---- ---- --- ---- 496.98 13.10 477.64 125.30 ----- ----- -- -- 487.11 ---- ----- ---- ---- 487.11 13.20 461.71 125.20 --- ----- --- ----- 473.42 -- ____ ____ 473.42 13.30 443.79 125.08 ----- ----- -_ ----- 457.29 ----- --- ---- ----- 457.29 13.40 424.17 124.94 ----- ---- --- ----- 439.21 ----- ---- --- ---- 439.21 13.50 403.15 124.79 ---- -- ----- --- 419.53 ---- --- ---- ---- 419.53 13.60 381.06 124.63 ----- ---- ----_ ----- 398.62 ---- --- ---- ---_ 398.62 13.70 358.08 124.46 ----- ----- ----- ----- 376.70 --- --- ----- ----- 376.70 13.80 334.28 124.28 ----- ----- ---- ----- 353.89 --- ---- ----- --- 353.89 13.90 309.73 124.09 ----- ---- ---- ----- 330.38 ----_ -- ----- -- 330.38 14.00 284.50 123.89 ---- -- ---- ---- 306.18 -- ---- ----- ----- 306.18 14.10 258.86 123.67 ----- -- ----- -- 281.47 ----- ----- ---- ----- 281.47 14.20 233.32 123.45 ----- ---- ----- ----- 256.58 ----- ----- -- --- 256.58 14.30 208.53 123.23 ----- ----- ---- -- 231.95 ---- -- --- ---- 231.95 14.40 185.30 123.01 ----- --- ----- -- 208.29 ----- ---__ ____ _____ 208.29 14.50 166.93 122.80 ----- ----- ---- ----- 187.00 ----- ---- ----- - 187.00 14.60 154.46 122.63 --- ---- -- ---- 169.99 -- ---- --- --_ 169.99 14.70 144.98 122.49 --- ----- -- ---- 157.13 ----- -- ---- ---- 157.13 14.80 137.86 122.39 -- -- ----- ----- 147.29 ----- ----- ---- -- 147.29 14.90 132.38 122.30 ----- -- ----- ---- 139.77 ----- --- ---- ----- 139.77 15.00 127.77 122.24 ----- ---- ----- ----- 133.85 --- --- ----- ---- 133.85 15.10 123.59 122.18 ----- ----- --- --- 128.90 ----- ----- ----- ----- 128.90 ...End Hyd. No. 3 - Reservoir- 50 Yr-Qp = 500.36 efs - EXIST 600 500 400 Cy 300----- 200---- 100---- Ol 7777��� 0.0 2.6 5.2 7.9 10.5 13.1 15.7 18.3 21.0 23.6 26.2 Time (hrs) / Hyd. 1 / Hyd. 3 Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 3 EXIST Hydrograph type = Reservoir Peak discharge = 614.32 cfs Storm frequency = 100 yrs Time interval = 6 min Inflow hyd. No. = 1 Reservoir name = POND Max. Elevation = 126.18 ft Max. Storage = 230,695 cuft Storage Indication method used. Outflow hydrograph volume=6,518,466 cult Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D ExfiI Outflow (hrs) efs ft cfs cfs cfs cfs cfs efs cfs cfs cfs efs 12.20 291.35 123.08 ----- ----- -- ----- 215.50 ---- ---_- ---- ---- 215.50 12.30 375.28 123.81 - ----- ----- ---- 297.54 ----- ----- ---- ---- 297.54 12.40 459.08 124.53 --- ---- -- --- 385.72 ---- -_- ---- ----- 385.72 12.50 535.99 125.18 ----- ----- ---- ---- 471.68 ---- --- ----- ---- 471.68 12.60 587.94 125.70 ----- ---- -- ----- 543.25 ---- ---- -_-- ---- 543.25 12.70 610.22 126.01 -- ---- ---- ----- 588.39 ---- ----- ----- ---- 588.39 12.80 617.68<< 126.15 - ----- ---- ----- 609.22 ----- ----- ---- --- 609.22 12.90 613.21 126.18 ---- ---_ ----- ---- 614.32 --- ----- ---- ---- 614.32 13.00 600.16 126.14 ---- _---_ ---- -- 608.07 =---- --- ----- ---- 608.07 13.10 582.29 126.05 - ----- ---- --- 594.33 ----- ----- ---- ----- 594.33 13.20 561.75 125.92 - ----- --_-- --- 576.19 ----- ---- ---- ----- 578.19 13.30 538.90 125.78 -- ---- ----- --- 555.27 ----- ---- --- --- 555.27 13.40 514.07 125.62 ----- ---- ---- ----- 532.18 -- --- --_ --- 532.18 13.50 487.64 125.44 ----- --- ----- ----- 507.25 ---_ ____ __� 507.25 13.60 459.97 125.25 ----- ----- -- ---- 480.84 ---- -- __ _____ _� 480.84 13.70 431.31 125.05 ----- --_- --_ ---- 453.36 ----- -- ----- -- 453.36 13.80 401.74 124.84 ----- - ----- - 424.89 ----- ----- ----- ---- 424.89 13.90 371.34 124.61 ----- ----- ---- ----- 395.63 ---- ----- --- ----- 395.63 14.00 340.21 124.37 ----- --- ----- ---- 365.64 ---- ----- -- ----- 365.64 14.10 308.69 124.13 335.12 ____ _____ _____ ___- 335.12 14.20 277.43 123.87 -- ----- ---- 304.50 ---- ----- ----- --- 304.50 14.30 247.23 123.61 ----- _- _---- ----- 274.38 ---- -- -- ----- 274.38 14.40 219.07 123.35 ---- ---- ---- ----- 245.56 --- ----- ---- ---- 245.56 14.50 196.97 123.12 219.90 ----- -- ---- --- 219.90 14.60 182.04 122.92 ---- ----- ----- --- 199.56 --- ----- ---- -_--- 199.56 14.70 170.71 122.77 ----- ----- _- --- 184.32 ---- --_ ---- ---- 184.32 14.80 162.21 122.65 ----- ----- -- ----- 172.76 ---_ -- ---- ---- 172.76 14.90 155.69 122.56 --- ----- ----- ---- 163.95 ----- --- ----- ---- 163.95 15.00 150.19 122.49 ---- ----- --- ---- 156.99 ---- _- ---- ----- 156.99 ...End i Hyd. No. 3 - Reservoir- 100 Yr- Qp = 614.32 cfs - EXIST 800 600 Cy 400 200 0 0.0 2.6 5.2 7.9 10.5 13.1 15.7 18.3 21.0 23.6 26.2 Time (hrs) / Hyd. 1 / Hyd. 3 APPENDIX G RUNOFF CURVE NUMBER COMPUTATION Version 2.00 Project : METRO User: GBS Date: 11/28/99 County : HARTFORD State: CT Checked: Date: Subtitle: DEVELOPED CONDITIONS Subarea : 1 ----------------------------------------------------------------------------- - Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ----------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Residential districts Avg $ impery (by average lot size) 1/8 acre (town houses) 65 1.5(77) 8.25(85) - - 1/2 acre 25 94 (54) 355(70) - 19 (85) OTHER-AGRICULTURAL LANDS Woods - grass combination good 24 (32) 91(58) - 5(79) Total Area (by Hydrologic Soil Group) 119. 454. 24 ---------------------------------------------------- -------------------------- SUBAREA: 1 TOTAL DRAINAGE AREA: 597.75 Acres WEIGHTED CURVE NUMBER: 65* ----------------------------------------------------------------------------- * - Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00 Project : METRO User: GBS Date: 11/28/99 County : HARTFORD State: CT Checked: Date: Subtitle: DEVELOPED CONDITIONS ----------------------------------------------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------- Sheet 3.2 200 0.05 F 0.287 Shallow Concent'd 400 0.05 U 0.031 Open Channel 4500 2 0.625 Time of Concentration = 0.94* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- C Cultivated < 20 % Res. H Woods, Light P Paved D Cultivated > 20 % Res. I Woods, Dense U Unpaved E Grass-Range, Short J Range, Natural * - Generated for use by GRAPHIC method GRAPHICAL PEAK DISCHARGE METHOD Version 2.00 Project : METRO User: GBS Date: 11/28/99 County : HARTFORD State: CT Checked: Date: Subtitle: DEVELOPED CONDITIONS Data: Drainage Area 597.75 * Acres Runoff Curve Number 65 * Time of Concentration: 0.94 * Hours Rainfall Type III Pond and Swamp Area --------------------------- 1 Storm Number i 1 1 2 1 3 l 4 1 5 1 1----------------------1------I------1------i------I------1 Frequency (yrs) 1 2 ( 10 1 25 I 50 I 100 I 1 I i I I I 24-Hr Rainfall (in) I 3.2 I 4.7 ( 5.5 i 6.2 I 6.9 i I Ia/P Ratio 1 0.34 1 0.23 1 0.20 1 0.17 1 0.16 I 1 I I I I I I Runoff (in) 10.60 11.46 i 1.99 12.50 13.03 1 i I I I I I Unit Peak Discharge 10.375 10.429 10.442 10.451 10.458 i (cfs/acre/in) I I I I I I I 1 Pond and Swamp Factorl 0.75 1 0.75 1 0.75 1 0.75 1 0.75 1 1 3.0% Ponds Used I I I I I I 1----------------------1------►------1------1------1------1 1 Peak Discharge (cfs) I 101 i 280 I 395 I 505 I 621 I * - Value(s) provided from TR-55 system routines APPENDIX H Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 4 DEVEL Hydrograph type = Reservoir Peak discharge = 95.65 cfs Storm frequency = 2 yrs Time interval = 6 min Inflow hyd. No. = 2 Reservoir name = POND Max. Elevation = 121.79 ft Max. Storage = 65,105 cuft Storage Indication method used. Outflow hydrograph volume=1,299,523 cult Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exf1I Outflow (hrs) cfs ft cfs cfs cfs cfs efs cfs cfs cfs efs cfs 12.40 52.47 120.73 --_ ---- 25.06 ----- ---- --- ---- 25.06 12.50 67.99 121.01 ----- ----- ---- 40.29 ---- ---- --_-- ---- 40.29 12.60 80.80 121.26 ---- ----_ _____ _--- 56.61 --- ----_ _�_ -_-- 56.61 12.70 88.69 121.47 -_ _____ _____ -- 71.04 ---- ----- ---- ----- 71.04 12.80 93.73 121.61 ---- ---- --- --- 81.82 ---- ----- ----- ---- 81.82 12.90 96.28 121.71 ----- ---- ---_ ---- 89.06 ----- ---- --- 89.06 13.00 96.95<< 121.76 ---- ----- ---__ ----- 93.27 ---- ---- ----- ----- 93.27 13.10 96.52 121.78 ----- ----- ----- ----- 95•22 --- ---- -_- ---- 95.22 13.20 95.46 121.79 ---- ---- ---- --- 95.65 ---- -_-- ----- ---- 95.65<< 13.30 93.84 121.78 ---- ---- ----- --_ 95.09 ---- ----- ---- ---- 95.09 13.40 91.73 121.77 ----- ____ _- 93.80 ---- ---- ---- --- 93.80 13.50 89.19 121.74 ----- ---- ----- -- 91.92 ----- ----- ----- ----- 91.93 13.60 86.31 121.71 ----- ----- -- 89.60 ----- --- --_- 89.60 13.70 83.11 121.68 ---- ----- ----_ --- 86.90 --- ----- ----- ---- 86.90 13.80 79.62 121.64 ----- --- ----- ----- 83.86 ----- ---- -_- ----- 83.86 13.90 75.81 121.60 ----- ---- ---- 80.52 ---- ---- ---- ----- 80:52 14.00 71.71 121.55 ----- ---- -- --- 76.88 ----- ----- ---- ---- 76.88 14.10 67.30 121.49 ----- ---_ ----- -- 72.96 ---- ---- _____ 72.96 14.20 62.62 121.44 ----_ --- ---- 68.75 -- ----- ---- 68.75 14.30 57.73 121.37 ----- ----- ---- 64.30 ---- ---- --- ---- 64.30 14.40 52.81 121.31 ----- ----- ---- ----- 59.69 ----- ----- ----- --- 59.69 14.50 48.55 121.24 --- -_--- ----- 55.19 ----- ----- ----- ---- 55.19 14.60 45.46 121.18 ---- --- -- ---- 51.18 ----- -- ----- ----- 51.18 14.70 43.05 121.13 --- --- --- ----- 47.84 ----- ---- ---- ---- 47.84 14.80 41.22 121.08 ---- ---- ---- ----- 45.14 ----- ----- ----- ---- 45.14 14.90 39.81 121.05 ----- ----- ----- ----- 42.97 ----- ----- ----- --- 42.97 15.00 38.81 121.02 ----- --- -- ----- 41.24 ----- --- ----- --- 41.24 15.10 37.52 121.00 ---- ----- _---- --- 39.78 ----- -_- --- ---_ 39.78 15.20 36.51 120.98 --- --- ---- ----- 38.53 ----- ----- ---- ----- 38.53 15.30 35.57 120.96 ----- ----- ----- --- 37.40 ---- ----- ---- ----- 37.40 15.40 34.68 120.94 -- ----- ----- ---- 36.38 --- ---- - ----- 36.38 15.50 33.82 120.92 35.43 ---- ----- --_-- ---- 35.43 15.60 32.97 120.91 ----- ----- ----- _--_ 34.53 ----- ----- ----- ----- 34.53 15.70 32.13 120.89 ---- ----_ ---- ----- 33.66 --- ----- ---- --- 33.66 15.80 31.31 120.88 ---- ---- --_-- ----- 32.81 ----- ----- ----- ----- 32.81 15.90 30.49 120.86 ---_ _� _-_-- ----- 31.98 ----- --- --_-- ----- 31.98 16.00 29.68 120.85 --_ --_ _____ -__-- 31.16 ----- ----- ----- ----- 31.16 18.10 28.88 120.83 ----- ----- -_--- ----- 30.36 --- ----- ---_ ----- 30.36 Continues on next page... DEVEL Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D EAI Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 16.20 28.09 120.82 --- ---- ----- ----- 29.56 ---- ----- 29.56 16.30 27.31 120.80 ----- ----- ----- -- 28.77 ---- --- --_ 28.77 16.40 26.55 120.79 ---- -_- ----- 28.00 ---- ----- ---- 28.00 16.50 25.81 120.77 ----- ----- ----- --- 27.25 ----- ---_ ____ -__ 27.25 16.60 25.11 120.76 --__ -____ w-- ----- 26.51 --- ----- ---- 26.51 16.70 24.43 120.75 ---- --- ---- ----- 25.79 ---- ----- ---- ----- 25.79 16.80 23.79 120.73 ---- ---- -- ---- 25.11 ---- ----- ---- ----- 25.11 16.90 23.17 120.72 ----- ----- ---- 24.45 ---- ---- ----- ----- 24.45 ...End Hyd. No. 4 - Reservoir - 2 Yr- Op = 96.65 cfs - DEVEL 100 80 � 60 u C'1 40 20 0 0.0 2.7 5.4 8.0 10.7 13.4 16.1 18.8 21.4 24.1 26.8 Time (hrs) / Hyd. 2 / Hyd. 4 Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 4 DEVEL Hydrograph type = Reservoir Peak discharge = 276.56 cfs Storm frequency = 10 yrs Time interval = 6 min Inflow hyd. No. = 2 Reservoir name = POND Max. Elevation = 123.63 ft Max. Storage = 133,534 cuft Storage Indication method used. Outflow hydrograph volume=3,154,285 cult Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D E><fl Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.30 147.00 121.79 ---- ----- ---- --- 95.86 ----- ----- ---- ---- 95.86 12.40 188.03 122.29 ---- ----- ----- -- 138.09 ----- ----- ----- ----- 138.09 12.50 227.09 122.75 ----- ----- ----- --- 181.97 ---- ----- --_ ----- 181_,97 12.60 255.63 123.13 ----- ----- --- -- 221.39 --- ----- ---- ----- 221.39 12.70 270.26 123.39 -- ---- ---- --_ 249.87 --- --- ----- ----- 249.87 12.80 277.58 123.54 --- ---_ _M_ --- 266.67 ---- ---_ --- ---- 266.67 12.90 278.86<< 123.62 ----- -- ----- ----- 274.80 ----- ----- ---- ----- 274.80 13.00 275.70 123.63 --- ----- ---- ----- 276.56 ----- --- ----- ----- 276.56 << 13.10 269.98 123.61 ----- ----- ----- 273.93 ---- ----- ---- -- 273.93 13.20 262.81 123.56 ---- ---- ---- --- 268.62 ---- ----- ----- ---- 268.62 13.30 254.33 123.50 ----- -__ ----- ---- 261.58 ---- ---- ----- ---- 261.58 13.40 244.74 123.42 ----- ---- ---- ----- 253.17 ---- ----- --- --- 253.17 13.50 234.21 123.34 ----- ----- ---- ----- 243.67 ---- ----- ----- 243.67 13.60 222.93 123.24 ----- ---- -- --- 233.29 --- --- ---- ----- 233.29 13.70 211.02 123.14 ---- ----- --- ----- 222.19 -- ---- ----- ----- 222.19 13.80 198.49 123.03 ----- --- --- ---- 210.46 ----- ---- ----- --_- 210.46 13.90 185.39 122.91 ----- --- ----- --- 198.13 --- ----- --- ----- 198.13 14.00 171.76 122.78 ---- -_ ----- ----- 185.28 ----- ---- ----- ---- 185.28 14.10 157.70 122.65 ----- ----- --- ----- 171.98 ----- ----- --- ----- 171.98 14.20 143.48 122.50 ---- ----- ----- ----- 158.39 ---- ----- --- ----- 158.39 14.30 129.45 122.36 ----- ----- -- ----- 144.67 --- ---- ----- ----- 144.67 14.40 116.06 122.21 ----- ----- ---- ----- 131.25 --- -- ----- ----- 131.25 14.50 105.21 122.07 ----- - ----- ---- 118.92 -- ---- ----- ----- 118.92 14.60 97.72 121.95 ----- ----- ----- ----- 108.68 ----- ---- ---- ----- 108.68 14.70 91.98 121.85 ---- ---- ----- -- 100.71 ----- ---- -- ---- 100.71 14.80 87.65 121.78 ---- ---_ - ----_ 94.54 -_ �- ____ __-- 94.54 14.90 84.32 121.72 ----- ----_ --_ ----- 89.76 ---- --- ---- ----- 89.76 15.00 81.51 121.67 ----- ---- ---- ---- 85.98 -- ---- ----- --- 85.98 15.10 78.96 121.63 ----- ----- ----- ----- 82.83 ---- ----- --- ----- 82.83 15.20 76.61 121.59 ----- -_ ----- -- 80.09 ---- ---- ----- ---- 80.09 15.30 74.44 121.56 --- ----- ----- ----- 77.63 ----- --- --- ----- 77.63 15.40 72.39 121.53 ---- ---- ----- ----- 75.38 ---- -- ----- ---- 75.38 15.50 70.42 121.50 ----- --- ----- ---- 73.27 --- ----- ---- ---- 73.27 15.60 68.50 121.47 --- ----- ----- -- 71.26 ----- ---- --- ----- 71.26 15.70 66.62 121.44 --- ----- ---- ---- 69.31 ----- ---- ----- ---- 69.31 ...End Hyd. No. 4 - Reservoir- 10 Yr -Op = 276.56 cfs - DEVEL 300 250 I, 200 � 150 100 50 I L 0.0 2.6 5.3 7.9 10.6 13.2 15.8 18.5 21.1 23.8 26.4 Time (hrs) / Hyd. 2 / Hyd. 4 Hydrograph Report page 1 Hydraflow Hydrographs by Intelisolve Hyd. No. 4 DEVEL Hydrograph type = Reservoir Peak discharge = 392.87 cfs Storm frequency = 25 yrs Time interval = 6 min Inflow hyd. No. = 2 Reservoir name = POND Max. Elevation = 124.59 ft Max. Storage = 169,676 cuft Storage Indication method used. Outflow hydrograph volume=4,317,591 cult Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EAU Outflow (hrs) cfs ft cfs cfs efs cfs cfs cfs cfs cfs cfs cfs 12.20 168.91 121.97 ---- ---- --- ---- 110.62 ----- --- ---- --- 110.62 12.30 224.23 122.55 ----- ---- --- ----- 163.04 ---- ---- ----- ---- 163.04 12.40 280.46 123.13 ----- -- -_--- ----- 221.68 ---- ----- ----- ---- 221.68 12.50 333.07 123.67 ---- ---- ---- ---- 280.72 ----- ---- ---- ----- 280.72 12.60 370.18 124.10 --- ----- --- ----- 331.91 ---- ----- --- ----- 331.91 12.70 387.83 124.38 ---- ----- ---- ----- 366.78 ----- ---- ---- ----- 366.78 12.80 395.50<< 124.53 ---- ----- ----- --- 385.48 --- ----- ----- ----- 385.48 12.90 395.03 124.59 ----- ---- --- ---- 392.86 --- ----- ---- ---- 392.87_<< 13.00 388.63 124.58 ----- ---- ----- ----- 392.08 :---- ---- ----- ----- 392.08 13.10 378.84 124.53 ----- ----- ----- --- 385.78 ---- --- ----- ----- 385.78 13.20 367.17 124.46 ---- ---- ----- ----- 376.16 ----- ---- ----- ----- 376.16 13.30 353.82 124.36 ----- ----- --- ---- 364.42 -- ----- ---- ----- 364.42 13.40 339.05 124.26 ----- ---- ---- --- 351.03 ---- ---- ---- ----- 351.03 13.50 323.08 124.14 ----- ----- ----- ----- 336.30 ---- ----- --- ---- 336.30 13.60 306.19 124.01 --- ----- --- ---- 320.47 ----- ---- ----- ----- 320.47 13.70 288.53 123.87 ----- ----- ---- ----- 303.71 ----- --- ---- ----- 303.71 13.80 270.14 123.72 ---- -- --- --- 286.23 ---- ---- ---- ---- 286.23 13.90 251.07 123.56 ----- ---- ---- ----- 268.10 ----- ----- ----- ----- 268.10 14.00 231.39 123.39 ---- •--_ --- ---- 249.33 ---_ ----- --- ---- 249.33 14.10 211.28 123.21 ----- ----- --- ----- 230.07 _-- ----- - --- 230.07 14.20 191.13 123.03 ---- -__ _____ ____ 210.57 ----- ---- ---- ---- 210.57 14.30 171.45 122.84 _--- --- _____ 191.14 ____ _-_ ___ --__ 191.14 14.40 152.89 122.65 ----- ----- ----- ----- 172.32 -_- --- ---- ----- 172.32 14.50 138.08 122.47 --- ---- ---- ---- 155.29 ----- ---- ---- ----- 155.29 14.60 127.96 122.32 ----- ---- ----- --- 141.42 --- ---- ----- ----- 141.42 14.70 120.23 122.21 ---- ----- ---- --- 130.84 --- ---- ---- ---- 130.84 14.80 114.42 122.11 ---- ----- ---- ----- 122.73 ----- --- ---- ----- 122.73 14.90 109.96 122.04 --- --- ----- -- 116.49 ---- ----- ----- ---- 116.49 15.00 106.19 121.98 ----_ w_ ____ __-_ 111.55 ----- --- ----- ---- 111.55 15.10 102.78 121.93 ----- -_-- ----- ---- 107.44 ----- --- ----• ---- 107.44 15.20 99.65 121.89 -- ---- ----- ---- 103.84 ---- ----- ---- ---- 103.84 15.30 96.75 121.85 ----- ----- --- ----- 100.60 ---- ---- ----- ---- 100.60 ...End f Hyd. No. 4 - Reservoir - 25 Yr-Qp = 392.87 cfs - DEVEL 400 300 a 200 100 0 0.0 2.6 5.3 7.9 10.5 13.1 15.8 18.4 21.0 23.7 26.3 Time (hrs) / Hyd. 2 / Hyd. 4 , r Hydrograph Report Page Hydraflow Hydrographs by Intellsoive Hyd. No. 4 DEVEL Hydrograph type = Reservoir Peak discharge = 502.68 cfs Storm frequency = 50 yrs Time interval = 6 min Inflow hyd. No. = 2 Reservoir name = POND Max. Elevation = 125.41 ft Max. Storage = 200,926 cuft Storage indication method used. Outflow hydrograph volume=5,4W,469 cuft Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Exfll Outflow (hrs) cis ft cis cis cfs cfs cfs cfs cfs cis cfs cfs 12.20 228.78 122.54 ----- ----- ---- --- 161.50 --- --- ---- ---- 161.50 12.30 298.36 123.20 ----- ---- ---- ----- 228.69 ---- ---- ---- 228.69 12.40 368.37 123.85 ---- --- ---- ---- 302.11 --- ----- ---- ----- 302.12 12.50 433.16 124.45 ----- -- ----- ----- 374.71 ---- ----- ____ ____ 374.71 12.60 477.78 124.92 ----- ----- -- ----- 436.19 --- ---- ----- -- 436.19 12.70 497.86 125.22 ----- ----- ----- 476.34 -- ----- ----- ----- 476.34 12.80 505.54 << 125.36 ---- ---- ----- --- 496.31 ----- ---- ---- ----- 496.31 12.90 503.19 125.41 ----- ----- ----- --- 502.69 ----- ----- -_ ---- 502.68<< 13.00 493.57 125.38 ---- ----- ----- ----- 499.28 ----- ---- ----- ---- 499.28 13.10 479.85 125.31 ---- --- ----- ----- 489.35 ---- ----- -- ----- 489.35 13.20 463.84 125.21 ----- ----- ----- ----- 475.59 ----- ----- --- ----- 475.59 13.30 445.84 125.09 ---- ---- --- -- 459.38 ----- ---- ---_ __w 459.38 13.40 426.13 124.96 ----- ---- ---- ----- 441.23 ----- ----- ----- ----- 441.23 13.50 405.02 124.81 ----- ----- ---- ----- 421.45 ----- ----- ---- ----- 421.45 13.60 382.82 124.65 ---- ---- ---- ---- 400.44 ----- --- ----- ----- 400.44 13.70 359.74 124:48 ----- ---- ---- ----- 378.42 ----- ----- ---- ----- 378.42 13.80 335.83 124.29 ---- ---- ____ __� 355.50 -- _____ ----- 355.50 13.90 311.16 124.10 ----- ----- -_-- ---- 331.88 ----- ----- --- ----- 331.88 14.00 285.82 123.90 --- ----- ---- ---- 307.57 ---- ----- -_- 307.57 14.10 260.06 123.69 ----- ----- ----- ----- 282.74 ----- ----- ----- ----- 282.74 14.20 234.40 123.46 -- -__ ----- ----- 257.74 ---- ----- ---- ---- 257.74 14.30 209.49 123.24 ----- ----- ----- -- 232.99 ---- -- ----- _-- 232.99 14.40 186.16 123.02 ---- ----- --- ---- 209.22 ---- ---- ----- --- 209.22 14.50 167.70 122.81 ----- ----- ----- ---- 187.84 ---- ---- ----- --- 187.84 14.60 155.18 122.63 ---- ----_ _____ _____ 170.75 --- --- ----- ----- 170.75 14.70 145.65 122.50 ----- ---- -- ---- 157.83 -- ----- ---- ---- 157.83 14.80 138.49 122.39 --- --- ----- ----- 147.95 ----- ---- __M ___- 147.95 14.90 132.99 122.31 ---- ----- ----- ---- 140.40 - ----- --- ---- 140.40 15.00 128.36 122.25 ----- ----- --- ----- 134.45 ---- ----- --- --- 134.45 15.10 124.16 122.19 ----- ---- ---- ----- 129.49 ---- ----- ----- ----- 129.49 ...End Hyd. No. 4 - Reservoir - 50 Yr-Op = 502.68 efs - DEVEL 600 500 400 a 300 200 100 0 0.0 2.6 5.2 7.9 16.5 13.1 15.7 18.3 21.0 23.6 26.2 Time (hrs) / Hyd. 2 / Hyd. 4 Hydrograph Report Pagel Hydraflow Hydrographs by Intelisolve Hyd. No. 4 DEVEL Hydrograph type = Reservoir Peak discharge = 617.16 cfs Storm frequency = 100 yrs Time interval = 6 min Inflow hyd. No. = 2 Reservoir name = POND Max. Elevation = 126.20 ft Max. Storage = 231,433 cuft - Storage Indication method used. Outflow hydrograph volume=6,548,596 cult Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D EMI Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cis 12.20 292.70 123.09 ----- ---- ---- ----- 216.60 ---- ----- ----- ----- 216.60 12.30 377.02 123.83 --- ----- --- ----- 299.03 ----- ---- ---- ----- 299.04 12.40 461.20 124.55 ----- ----- ----- ----- 387.61 ---- ----- ---- ----- 387.61 12.50 538.46 125.20 --- ---- ----- --- 473.97 --- ---- ---- ----- 473.97 12.60 590.65 125.71 --- --- ----- ----- 545.85 ---- --- ---- ---- 545.85 12.70 613.04 126.03 ---- ----- ---- ----- 591.16 ---- --- ----- ----- 591.16 12.80 620.53 << 126.17 ----- ---- --- ----- 612.07 ---- ----- ----- ---- 612.07 12.90 616.04 126.20 ----- ----- ----- --- 617.16 ---- ---- ----- --- 617.16« 13.00 602.94 126.16 ----- --- -- ----- 610.88 =---- ----- ---- ----- 610.88 13.10 584.98 126.07 ----- ---- -- --- 597.06 ---- --- ---- --- 597.06 13.20 564.35 125.94 ----- ----- -- ----- 578.84 ----- --- ----- ----- 578.84 13.30 541.39 125.80 ---- ----- ---- --- 557.82 ----- ----- ----- ---- 557.82 13.40 516.45 125.64 --- ---- --- -- 534.61 ----- ---- ----- ---- 534.61 13.50 489.89 125.46 ----- ---- --- ----- 509.57 ----- --- ---- ---- 509.57 13.60 462.10 125.27 ---- ---- ----- ---- 483.03 --- ----- ---- ----- 483.03 13.70 433.31 125.06 ---- ---- ----- --- 455.42 ----- ---- --- ----- 455.42 13.80 403.60 124.85 ----- -- --- ----- 426.82 --- ----- --- ----- 426.82 13.90 373.06 124.62 ---- ---- ----- ---- 397.43 --- ----- ---- -- 397.43 14.00 341.79 124.39 ----- --- ---- ---- 367.30 ---- ---- ---- ----- 367.30 14.10 310.12 124.14 ---- ---- ----- ---- 336.63 --- ---- ---- ----- 336.63 14.20 278.71 123.88 ----- ----- ----- ---- 305.87 ---- ----- ---- ----- 305.87 14.30 248.37 123.62 --- ---- --- ----- 275.62 ----- --- --- ----- 275.62 14.40 220.09 123.36 ----- ----- --- ----- 246.66 -___ ____ _____ ____ 246.66 14.50 197.88 123.13. ---- --- ---- ---- 220.88 ----- ---- ----- ---- 220.88 14.60 182.88 122.93 ---- ---- --- ---- 200.46 ----- --- ----- --- 200.46 14.70 171.50 122.78 ----- ----- --- ---- 185.14 ----- ---- ---- ---- 185.14 14.80 162.96 122.66 ----- ---_ ___ 173.54 ----- ---- ---- ----- 173.54 14.90 156.40 122.57 ---_ _w ___ ____ 164.69 --- ----- ---- ---- 164.69 15.00 150.89 122.50 ----- ----- ----- ---_ 157.70 -- ----- ----- ---- 157.70 ...End Hyd. No. 4 - Reservoir - 100 Yr- Qp =617.16 efs - DEVEL 800 600 at 400 200 - 0 0.0 2.6 5.2 7.9 16.5 13.1 15.7 18.3 21.0 23.6 26.2 Time (hrs) / Hyd. 2 / Hyd. 4 APPENDIX I Inlet , Time to Inlet I o c o O o O p d w Area in Acres I i - v i o o Runoff Coefficient V1 V1 Al - c rn Sum of AI -0 o --1 Total AI a, Rainfall Intensity Q to Inlet O 1 1 i N i !s- !o }yam) C" o O o o a p Grade of Gutter Cross Slope of Shoulder q r Depth of Flow N at Gutter rj r W W ! w Width of Flow _ 55 0 54 O Q Bypassing Inlet I ! o o C o AI Bypassing Inlet i VJ d O C r AI Entering Catch Basin d+ -ON 4aa4s 9 paX3ag3 a4nog Unoy f - Aq pau2TcaQ a��d Inlet i .tcstioI a;.•_: _ c 0 0 o ry Time to Inlet i to to �� k•, o o p O O w Area in Acres o r O o — O I � O ijj, o� O 0 ca - !� I (a K - c� F' Runoff Coefficient o a Q � o o � t M I o o p o O r - - P _ AI b i° o C o o io J io b o o — rn Sum of AI Total AI f r CD Rainfall Intensity '3" ' , to _0 m c °` \ Q to Inlet n �O 4 o f G v o Grade of Gutter a Cross Slope of -{ ~ Shoulder r Depth of Flowce at Gutter W @� w Width of Flow 4 Q Bypassing Inlet Al Bypassing Inlet i � G r AI Entering Catch Basin 'otQ �aayS q paXaag3 a,4nog uwoy Xq pauBlsaQ ��o-td £Z-II 511 I I r r t t r r } r r v� LINE SEGMENT a t a d ro TIME TO INLET o 1 I l t w TIME IN PIPE Tj i e ACCUMULATED TIME o O • O O v O o o _ o c _ w - AI ENTERING � CATCH BASIN o o O o o o _ o SUM OF AT . v d- Q a, IN SYSTEM w cr r :j RAINFALL INTENSITY o c - o °° s� 4 m 0 IN SYSTEM 0 r w PIPE SIZE W Ct t p LENGTH OF PIPE — ° SLOPE o — c a o 0 0 o Q - -c -L c N AVERAGE VELOCITY i v� � v� b, ;� a FULL CAPACITY HEADWATER , ns 9N 133HS AS 03NO3M0 Hill! 133a1S 31r0 JAY 03NO1930 1o3rOldd Z"Z waoj NOIC30 X3119AS >r31M31S RMOIS HOSONIM Hinos -40 NMO.L EZ-II. r / i — LINE SEGMENT ^' TIME TO INLET d v f t o ( w TIME IN PIPE d N o ACCUMULATED TIME o O _ a, o ` o AI ENTERING CATCH BASIN SUM OF AI - e'. sti1 o C IN SYSTEM RAINFALL INTENSITY a` o o bC m 0 IN SYSTEM Fri PIPE SIZE - _ c LENGTH OF PIPE 9 r l N O _ SLOPE p G Q G l41 k� o vl W — _ ,j AVERAGE VELOCITY FULL CAPACITY I I I 1 1 ( + HEADWATER �N 133HS AS 03X33N0 "w" 133a1S 3110 AS 03N51930 103P0ad Z-Z waoA McIt3O Tins s minis Awls HOSONIM Hinos .40 NM01 PROJECT ' TOWN OF SOUTH WINDSOA STORM SEWER 3YSTEM DE319N�O�ill���ll�lllllllll �0�1111��11�111111111 �0W N 8co E�� APR 2002 C1 •+ U �� 07 °. 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE (860) 644-2511 April 15, 2002 CERTIFIED # 70001670000189222087 The Metro Realty Group LTD 6 Executive Drive Farmington, CT 06032 Re: Appl. #2536-02 - The South Windsor Housing Authority, The Metro Realty Group, LTD, 205 Oakland Road, AA-30 zone To Whom It May Concern: At the meeting of the South Windsor Zoning Board of Appeals held on April 4, 2002, the Board approved your request for a 5'variance to section 4.1.11.2.d to allow a housing for the elderly project with 95' of frontage on a town road (100' required) at 205 Oakland Road, AA-30 zone. The Board concluded the hardship on the property to the inability to expand in the frontage. These actions are effective upon your filing the enclosed form in the Town Clerk's Office at your own expense. Very truly yours, ko&dL . Robert Warren, Chairman Zoning Board of Appeals RW:dr cc: Building Department 3288 I, Robert Warren, Chairman of the South Windsor Zoning Board of Appeals hereby certify that on April 4, 2002 the Zoning Board of Appeals granted to: The South Windsor Housing Authority, 1540 Sullivan Avenue and The Metro Realty Group, LTD, 6 Executive Drive, Farmington, CT., a 5' variance to section 4.1.11.2.d to allow a housing for the elderly project with 95' of frontage on a town road (100' required), AA-30 zone. on premises located: 205 Oakland Road and more particularly bounded and described as follows: SEE ATTACHED OWNER OF RECORD: Donald Dzen Dated at South Windsor, Connecticut this 15th day of April, 2002. Robert Warren, Chairman PUBLIC ACT#75-317 Received for Record this day of , 2002 at CL r n VOLUME PAGE TOWN CLERK l nr� Z _ r'oLD 0 A Volume 190 Page N° 330 1 -rI (11 Uhlllgfl)r� m--MA�il imam fr. That I, NORMAN M. PETERSEN, of the Town of South Windsor, ounty of Hartford and State of Connecticut, hereinafter referred to as "Grantor" for the conaiderstion of One Dollar ($1.00) and other valuable considerations received to my full satisfaction of JOHN DZEN, of the Town of South Windsor, ounty of Hartford and State of Connecticut, and DONALD DZEN, of the Town of lington, County of Tolland and State of Connecticut, hereinafter referred to as Grantees" do give, grant, bargain, sell and confirm unto the acid JOHN DZEN and DONALD DZEN, their heirs and assigns forever, as tenants in common but not as joint tenants, 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 bounded ay-4 described a follows: Commencing at a point in the general westerly line of Oakland Road, which said point is sixy and ninety-four one-hundredths (60.94) feet southeasterly of a merestone as measured along said road from land now or formerly of Clyde E. Johnson; thence N. 29' 03 10" W., and along the westerly line of Oakland Road, a dis- tance of Sixty and Ninety-four One-hundredths (60.94) feet to a merestone at land now or formerly of Clyde E. Johnson; thence S. 50° 51' 30" W., and along land of Johnson, a distance of One Hundred Fifty and Ninety-five One-hundredths (150.95) feet to a merestone; thence turning N. 30" 46' 30" W., and along land now or formerly of Clyde E. Johnson, a distance of One Hundred Nineteen and Twenty-two One-hundredths (119.22) feet to a merestone; thence S. 52° 47' 52" W., a distance of One Hundred Eighty and One One-hun- dredths (180.01) feet to a merestDne; 1 thence turning N. 48° 14' 46" W., a distance of Two Hundred Ninety-three and i Fifty-seven One-hundredths (293.57) feet to an iron pin; thence turning N. 38° 51' 5 8" W., a distance of One Hundred Eight and Eighty- !; six One-hundredths (108.86) feet to an iron pin; thence N. 63° 40' 55" W., and along land now or formerly of Richard H. Simler, I ,' i a distance of Seventyand Fifty-one c y-one One-hundredths (70.51) feet to an iron pin; thence N. 76° 12' 34" W., a distance of Two Hundred Seventeen and Fourteen One-hundredths (217.14) feet to a merestone; thence N. 72° 02' 03" W., and along land now or formerly of Fred Katten, a v I distance of Seven Hundred Fifty and Ninety-eight One-hundredths (750.98) feet to a point; thence S. 80° 20' 06" W., a distance of One Hundred Sixty-eight and Sixty-two E= \ One-hundredths (168.62) feet to a merestone; _ thence S. 15° 29' 10" W. , a distance of One Hundred Seventy-two and Ninety- one One-hundredths (172.91) feet to a merestone; . i. . Cthence S. 14° 31' 5 0" W., a distance of One Hundred Seven and Seventy-nine One-hundredths (107.79) feet to a merestone; thence S. 73° 38' 50" E., a distance of Sixty-seven and Fifty One-hundredths ! (67.50) feet to a merestone; C,C_ thence S. 17° 14' 10" W., a distance of Seventy-one and Nine One-hundredths (71.09) feet to a merestone; ! thence turning S. 61' 43' 55" E., a distance of Four Hundred Sixty-eight and - Twenty-nine One-hundredths (468.29) feet along land now or formerly of C. Buckland o a point; 4 ;i Volume 190 Page o g N- 331 r E thence S. 63° 13 o8" E., a distanc :one-hundred e of Three Hundred Fortths (341.56) feet to a point a boulder; Y-one and Fifty-sue I thence S. 63° 02' 17" E., a distance cf Six Hundred Ninet nine Cne-hundredths (696,4q) feet to a y-sue and Forty- thence S. 60° 44' 00^ E., a distance , � nce of Six Hundred T'rventy=one and Fifty-twb One-hundredths (621.52)-feet to a point in the northwesterly line of Felt Road; - � thence N. 34° 34' 05" E. g - - and along the northwesterly line of Felt Road, a i ~` I� distance cf Ninety-five and Ninety-eight One-hundredths (95.98). feet to a thence turning N. 55° 25' 55" W. Point: I Ei ht a distance of One Hundred Eighty-two and 9 Y-two One-hundredths (182.82) feet to a point; I thence turning N. 29° 03' 10" W., in a line parallel with the northwesterly. line of Oakland Road, a distance Cne-hundredths (489. .of Four Hundred Eighty-nine and Twenty-eight 489.28) feet to a point; thence turning N. 50° 5o' 50" E., a distance of Three Hundred Fifty-five and Fifty-one One-hundredths (355.s1) feet to a point, which said point marks the point and place of beginning. Said premises are subject to building, building line zoning restrictions and other municipal ordinances of the Town of South Windsor. ti Said premises are subject to taxes on the List of October 1, 1974, which said taxes the Grantees herein assume and agree to pay a transfer, s part consideration for this Said premises are subject to a sewer lien which the Grantees herein assume and agree to pay as part consideration for this transfer. RECEIVED FOR RECORD: ATE-04 C` TIME ' is M: -OWN CLERK, SOUTH WIND OR, CT i 1I y � F S E F . ' 4 x. RECEE'AED Direct Abutting Property Owners MAY 1 2002 DPI Project No. 01-1521 Metro/Felt Road SOUTH WINDSOR PLANNING DEPT, Man/Lot Abutting Prouerty Owners) Mailing Address 38/2 Calvary Church of the Assemblies 400 Buckland Road South Windsor, CT 06074 39/53 Robert N. &Amy L. (Surv) Gamache 25 Grandview Terrace South Windsor,CT 06074 39/54 Karen A. &Edward J. O'Connor 35 Grandview Terrace South Windsor, CT 06074 39/55 Robert&Penelope P. (Surv)Torrani 39 Grandview Terrace South Windsor,CT 06074 39/64 Michael J. &Kristina G. Suppicich 65 Summit Drive South Windsor, CT 06074 51/32 Fred S. Katten 115 Beverly Road West Hartford, CT 06119 51/33 The Village at Buckland Court 432 Buckland Road South Windsor, CT 06074 52/91 Lois H. Petersen 440 Deming St. South Windsor, CT 06074 52/93 Pauline G. Johnson 195 Oakland Road, Box 453 South Windsor, CT 06074 52/94 Mildred S. Lu&Kenneth Simler 151 Oakland Road South Windsor, CT 06074 DESIGN PROFESSIONALS, INC. civil engineers -planners - surveyors - gis Transmitted via certified mail Dear Current Abutting Property Owner May 1, 2002 Re: Berry Farm(Elderly Housing) DPI Project No. 01-1521 Oakland Road(Route 30) &Felt Road South Windsor, Connecticut In accordance with regulations of the Inland Wetlands Agency and the Planning &Zoning Commission, we are required to notify you that an application has been filed on the property abutting yours and is subject to a hearing(s)by the Inland Wetlands Agency and Planning &Zoning Commission. The applications and plans are on file with the South Windsor Planning Department in the Town Hall. As an abutting property owner you are invited to the hearing(s)to ask questions and/or give comments, however, you are not required to attend. You may also submit written comments regarding the application(s)prior to the meeting if you so desire. For further information regarding the specific date this application will be heard, please contact Kelli Holmes, Administrative Secretary, Michele Lipe, Deputy Planning Director, or Jeffrey Folger, Environmental Planner, at the South Windsor Planning Department at 644-2511, ext. 253, 252 or 229,respectively. Thank you. Sincerely, DESIGN OFESSIONALS, INC. By: , / , , ,W"tll,, - Peter R. DeMallie Principal cc: Jeffrey Folger Marcia Banach Geoffrey Sager MAY 2002 SOUL i llVINbSOfl r uit!i�htii%U�-1'1 165 South Satellite Road, South Windsor, CT 06074 Telephone(860)291-8755 Fax(860)291-8757 Direct Abutting Property Owners DPI Project No. 01-1521 Metro/Felt Road Mau/Lot Abutting Property Owner(s) Mailina Address 38/2 Calvary Church of the Assemblies 400 Buckland Road South Windsor, CT 06074 39/53 Robert N. &Amy L. (Surv) Gamache 25 Grandview Terrace South Windsor, CT 06074 39/54 Karen A. &Edward J. O'Connor 35 Grandview Terrace South Windsor, CT 06074 39/55 Robert&Penelope P. (Surv)Torrani 39 Grandview Terrace South Windsor, CT 06074 39/64 Michael J. &Kristin G. Suppicich 65 Summit Drive South Windsor, CT 06074 51/32 Fred S. Katten 115 Beverly Road West Hartford, CT 06119 51/33 The Village at Buckland Court 432 Buckland Road South Windsor, CT 06074 52/91 Lois H. Petersen 440 Deming St. South Windsor, CT 06074 52/93 Pauline G. Johnson 195 Oakland Road, Box 453 South Windsor, CT 06074 52/94 Mildred S. Lu&Kenneth Simler 151 Oakland Road South Windsor, CT 06074 MAY 12002 �OUT8 NiNns0,z IILANNfNG DLpl. towN s�� o � S � 0 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 Soe co�'`� TELEPHONE (860) 644-2511 May 1, 2002 CERTIFIED MAIL 7001 2510 0003 1937 0133 Mr. Jeff Sager Metro Realty Group. LTD 6 Executive Drive Farmington, CT 06032 Mrs. Janet Prior The South Windsor Housing Authority 50 Elm Street South Windsor, CT 06074 wear Mr. Sager and Mrs. Prior: Re: Appl #02-10P, Metro Realty Group/South Windsor Housing Authority We are pleased to advise you that the Planning &Zoning Commission voted on April 30, 2002, to approve your proposed amendment to Section 4.1.11.2c to increase the maximum number of units in a development to 102 and to increase the number allowed in town to 200 units. Enclosed is a copy of the legal notice for the amendment. Sincerely, Kevin McCann, Chairman Planning and Zoning Commission KMcC/kah cc: Design Professionals PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM TO: Matt GalliganjTg4.Skw Michael Gantick, Thomas Field,Bill Lanning, Kris Lindstrom, Ray Favreau, Karl Reichle, Mel Stead,John Collins,Bob Deptula, Jeff Doolittle FROM: Marcia A. Banach, AICP,Director of Planning The Planning &Engineering Departments have received plans for the following project: Location: tBite Plan 0 Subdivision No. Acres /V Zone— A /�3o 0 Industrial 0 Commercial OResidential No. Lots/Units O.,,, Water: gPublic O Private Well Sewerage: Public 0 Septic system(s) Project Description: J a J g�t Future Town-owned property involved? 0 Yes I�No 0 new street(s) 0 new detention area O new open space/recreation area 0 active O passive Planning Department notes: Please comment by 3" OL J and return to the Planning Department. d v South • • Planning Department Memo To: Peter R. DeMallie, Design Professionals Inc. From: Marcia A. Banach, Director of Planning CC: Kevin McCann,Chair, PZC Date: 05/15/02 Re: Appl#02-22P, Berry Farm Please note that the traffic study required for this application has not been submitted as of this date. The application was submitted to this office on May 1. This information is required to be submitted at the time of application, so that staff and the public can review all facets of a pending application and provide timely feedback. We are unable to complete the staff review, and the tentatively-scheduled public hearing date of June 11 could be delayed, because of the missing information. Please provide this information so that this application can move forward. Thank you for your attention to this item. 1540 Sullivan Avenue,South Windsor,CT 06074 PH 860-644-2511,ext.253 Fax 860-644-7280 e-mail banach()-southwindsor.org 0 Page 1 In-House Development Review Meeting 5-15-02 Present: Banach,Reichle, Stead,Folger,Doolittle, Gantick,Deptula 1. Vintage Hills Open Space Subdivision 2. Berry Farm Elderly Housing 1. Vintage Hills Open Space Subdivision • Cul-de-sac should extend to northern property line. • Updated drainage calculations have not been submitted. What is downstream? • Access to western portion of open space needed, and access to detention basin/outlets. • Any/all debris&contamination must be removed/remediated prior to Town acceptance of open space. • Septic system designs are critical for this site and must be submitted for Town Sanitarian and Town Engineer review. Staff concerns include possible utility conflicts, separating distances, final grades, elevation of till,construction protection of septic system areas. • Open space must be fully monumented(no iron pins). It is staffs recommendation to PZC that this application not proceed to public hearing until septic system questions and issues have been addressed and resolved. 2. Berry Farm • Entrance on Oakland Road—staff recommend either(1)allowing full access in and out,provided that an access easement is granted to the abutting Peterson property to the east, and construct the entrance boulevard accordingly so that there will be only one entrance on Oakland Road to serve both sites; or(2)right in-right out only, or(3)enter only,no exit. • Felt Rd will need to be improved, and drainage at the driveway intersection addressed. • Sidewalk to Felt Rd, so that residents can walk to Wapping Shopping Ctr • Would a walkway to Village at Buckland Court be beneficial?(There is a general physician's office there.) • Cuts&fills will need to be phased for E&S control W F-RA COVENANT OF COMPLIANCE AND REGULATORY AGREEMENT This Covenant of Compliance And Regulatory Agreement (the "Agreement") made and entered into as of the lvl-�day of May, 2002 by and between WATSON FARM ASSOCIATES LIMITED PARTNERSHIP, a limited partnership organized and existing under the laws of the State of Connecticut, with an office and principal place of business at 6 Executive Drive, Farmington, Connecticut 06032 (the "Mortgagor" or "Declarant") and the CONNECTICUT HOUSING FINANCE AUTHORITY, a body politic and corporate constituting a public instrumentality and political subdivision of the State of Connecticut, having its office and principal place of business at 999 West Street, Rocky Hill,Connecticut 06067(the"Authority"or"Mortgagee"), WITNESSETH: WHEREAS, the Mortgagor, as owner in fee simple of the property described in Exhibit A, attached hereto and made a part hereof (the "Property"), has applied to the Authority for a first mortgage loan in the amount of up to THREE MILLION TWO HUNDRED THOUSAND AND 00/100 ($3,200,000.00) DOLLARS (the "Mortgage Loan") to aid the Mortgagor in financing on the Property a multifamily rental housing development known as WATSON FARM for persons of low and moderate income, pursuant to the provisions of the Connecticut Housing Finance Authority Act, Chapter 134 of the Connecticut General Statutes, Revision of 1958, as amended, ("Act") and of the Internal Revenue Code of 1986 as amended (the "Code") and Regulations promulgated thereunder, as amended (the"Regulations"), identified as Authority Development No. 01- 007M;and WHEREAS, the Authority is unwilling to make the Mortgage Loan unless the Mortgagor shall be regulated in the manner set forth herein, and the Mortgagor is willing to execute and abide by this Agreement as a condition of obtaining the Mortgage Loan and receiving continuing benefits under the Act,the Code and the Regulations;and WHEREAS, the Authority as a condition of its willingness to make said Mortgage Loan requires that the Mortgagor shall, by entering into the terms, conditions and covenants set forth below, consent to be regulated and restricted by the Authority in the management and operation of the Development as herein provided and as provided by the Act, the Code and the Regulations, and any rules, regulations, policies, and Procedures of the Authority, now in effect or in effect in the future. NOW THEREFORE, in consideration of the mutual promises and covenants hereinafter contained,the parties hereto hereby agree as follows: 1. PROPERTY This Agreement affects the Property. 2. DEFINITIONS As used in this Agreement, the terms below shall have the definitions set forth for each one: a. "Actual Cash Equity" means Mortgagor's cash equity in the Development, as verified-by independent cost certification acceptable to the Authority, performed by an entity accepted by the Authority; b. "Agreement" means this Covenant of Compliance and Regulatory Agreement by and between Mortgagor and the Authority concerning the Development; Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 C. "Apartment Mix" means the apartment mix for the Qualified Units, as follows: Area Median Income 25%or Less 50%or Less 60%or Less 1 Bedroom 3 6 9 2 Bedroom 39 d. "Approved Plans" means the plans, drawings and specifications described ' to the Authority's Board of Directors in the Resolution adopted June 27, 2001,as amended and accepted by the Authority; e. "Commitment Letter" means the Mortgage Loan commitment letter executed by and between the Mortgagor and the Authority, dated February 5,2002,as amended; f. "Compliance Period" means with respect to any building, the period of fifteen (15) taxable years beginning with the first (1st) taxable year of the credit period with respect thereto, as defined in Section 42(i) (1) of the Code; g. "Construction Contract" means the general construction contract dated November 1, 2001, between Mortgagor and the Metro Construction Company, 6 Executive Drive, Farmington, CT 06092, relating to the Development; h. "Declaration" means the Declaration and Agreement of Restrictive Covenants between Mortgagor and the Authority of even date herewith; i. "Default" means an Event of Default as defined in the Authority Mortgage (as hereinafter defined) and declared by the Authority in a written notice to the Mortgagor which is not corrected to the Authority's satisfaction after written notice and within the time allowed by the Authority Mortgage, or such further time as may be allowed by the Authority; j. "Development" means the facilities described in the drawings, plans and specifications submitted to the Authority and in the presentation to and resolution of the Board of Directors of the Authority on June 27, 2001 and located on the Property; k. "Development Operations Account" means the account established pursuant to Paragraph 6 of this Agreement into which all Gross Revenues (as hereinafter defined)are deposited; I. "Distribution" means any withdrawal or taking of cash or any assets of the Mortgagor, including the segregation of cash or assets for subsequent withdrawal within the limitations of Paragraph 8 hereof, and excluding payments for Operating Expenses (as hereinafter defined) and for deposits to the Reserve for Replacements (as hereinafter defined) and any additional interest owed the Authority under the Authority Note (as hereinafter defined); M. "Extended Use Period" with respect to a building means the period (i) beginning on the first (1st) day in the Compliance Period on which such building is part of a qualified low-income housing project, and (ii)ending on the date which is forty-five (45) years after the close of the Compliance Period; . n. "Fiscal Year" means the calendar year or any other period agreed to in writing by the parties hereto as the fiscal year for the Mortgagor; o. "Gross Revenues" means, with respect to a particular period of time, all amounts received by the Mortgagor during such period from rents and revenues or any other source (not including capital contributions by Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 2 partners)in connection with and arising out of the operation of the Property and the Development; p "HUD" means the United States Department of Housing and Urban Development or any federal successor thereto; 'q. "Income Limitation" means 25 percent, 50 percent or 60 percent of area median gross income, as the case may be, adjusted for family size, within the meaning of the Code and Regulations. For this purpose, income is determined as defined under HUD regulations at 24 CFR 813,106 (1987); r. "Mortgage Loan" means the $3,200,000.00 DOLLARS interest bearing obligation evidenced by a promissory note of even date herewith from Mortgagor to the Authority (the "Authority Note") and secured by a mortgage deed (the "Authority Mortgage") which Authority Mortgage shall constitute a first lien on the Development; S. "Mortgage Loan Documents" means, collectively, the Authority Note, the Authority Mortgage, Security Agreement, Declaration, Collateral Assignment of Leases and Rentals, Building Loan Agreement and this Agreement, all of even date herewith, along with the Commitment Letter, and all other documents executed by Mortgagor in connection with the Mortgage Loan; t. "Operating Expense(s)" means any expense(s) incurred by the Mortgagor and accepted by the Authority which are reasonable and necessary for the sound operation and maintenance of the Property and the Development, including but not limited to: regularly scheduled payments required under the Mortgage Loan, real estate taxes, payments in lieu of taxes, insurance premiums, utilities, fuel, management fees, repairs and other maintenance costs, trash and snow removal expenses, and any other similar expense required by or contemplated under the terms of this Agreement, but not including any additional interest payable from Cash Flow(as defined in the Authority Note); U. "Qualified Person(s)" means elderly (age 62 or older) members of the general public who, at the time each such individual or family first occupies a unit in the Development have annual income as set out in Section 2c.; V. "Qualified Rent' means an annual gross rental not greater than 30 percent of the annual Income Limitation applicable for such unit for each Qualified Person, in accordance with the Act, the Code and the Regulations; pursuant to Section 42 of the Code,the maximum rental limits applicable to Qualified Units shall be revised by a percentage equal to any percentage change in Area Median Income. Qualified Rent does not include any payment under Section 8 or any comparable rental assistance program (with respect to such Qualified Units or occupants thereof) and any equivalent rental payment under Section 515 of the Housing Act of 1949 or fee for a supportive service as defined by the Code, but shall include any utility allowance applicable pursuant to the Code, after taking into account such determinations under such Section 8; W. "Qualified Unit(s)"means a residential unit(s)at the Development occupied, or available for occupancy, by a Qualified Person(s)at the Qualified Rent; X. 'Reserve for Replacements" or 'Reserve Fund" means the account established by the Mortgagor pursuant to Paragraph 7d of this Agreement; y. 'Residual Receipts"-see Paragraph 10i; Z. "Section 42 Income Limitation" means 60 percent of area median gross income, adjusted for family size, within the meaning of the Code and Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 3 Regulations. For this purpose,income is determined as defined under HUD regulations at 24 CFR 813-106(1987). aa. "State"means the State of Connecticut;and bb. "Surplus Cash"means funds remaining at the close of a Fiscal Year after: ' (1) The payment of: (a) All sums due or currently required to be paid under the terms of the Authority Mortgage or the Authority Note; (b) All amounts required to be deposited in the Reserve for Replacements;and (c) All obligations of the Development other than the Mortgage Loan (including those due and/or payable within thirty (30) days after the end of a Fiscal Year, unless funds for payment are set aside or payment deferral has been accepted by the Authority);and (2) The segregation and recording of: (a) An amount equal to the aggregate of all special funds required to be maintained by the Mortgagor; (b) The outstanding liability for tenant security deposits; and (c) All capital (equity)contributions by partners. 3. USE OF THE DEVELOPMENT The Declarant hereby covenants and represents to the Authority as follows: a. The Development - The Development shall consist of the facilities described in the Approved Plans and shall be located on the Property. b, Components of Development-The Development shall consist of a building or buildings or structure or several proximate and interrelated buildings or structures owned by the same person(s) for tax purposes, located on a single tract of land and financed under a common plan of finance, and facilities functionally related and subordinated thereto: 1. each building or structure containing one or more similarly constructed units, having separate and complete facilities for living, sleeping, eating, cooking, and sanitation for a single person or a family, and facilities which are functionally related and subordinate to such units;and 2. all of the residential units of which shall be rented or available on a non-transient basis for rental to members of the general public, shall be suitable for residential occupancy, and shall comply with all State and local health,safety and building codes. C. Completion - The Declarant shall proceed promptly and with due diligence to complete the Development. d. Change in Development - The Declarant shall make no change in the nature, size (including number of residential units) or location of the Development from that which was shown on the Approved Plans, as modified to date,without the prior written consent of the Authority. Connecticut Housing Finance Authority 999 West Street Rocky Hil. Connecticut 06067 4 e. Market Rate Units —There will be fifteen (15) market rate apartments, six (6) one bedroom units and nine (9) two-bedroom units. Market rate units shall be rented only in accordance with the Authority's Market Rate Management Procedures and to individuals or families with no more than 150% area median gross income not adjusted for family size. f. Continuous Rental Restriction-The Declarant shall, on a continuous basis, maintain fifty-seven (57) units in the Development as rented or available for rental to members of the general public during the Compliance Period and the Extended Use Period. g. Low and Moderate Income Restriction 1. During the term of the Authority Mortgage, the Compliance Period and the Extended Use Period, fifty-seven (57) of the units in the Development shall be Qualified Units in accordance with the Apartment Mix. All calculations of income and area median gross income shall be determined in a manner consistent with determinations of lower income families under Section 8 of the United States Housing Act of 1937, as amended. 2. After initial occupancy by Qualified Persons but upon again becoming vacant, a unit shall be treated as occupied by Qualified Persons until occupied, other than for a temporary period by another occupant, at which time the character of the unit shall be redetermined by the new occupant's income. In no event shall a temporary period exceed thirty(30) days. A unit occupied by an individual or family who, at the commencement of occupancy, was a Qualified Person shall be treated as occupied by a Qualified Person during such individual's or family's tenancy in such unit, until such individual's or family's income exceeds 140 percent of the Section 42 Income Limitation at the time of the most recent Determination (as described below). Once an individual's or family's income exceeds 140 percent of the Section 42 Income Limitation, the unit occupied by such individual or family(an"Overincome Tenant")shall continue to be treated as occupied by a Qualified Person unless, after such Determination but before the next Determination, any residential unit of comparable or smaller size is occupied by a new resident who does not meet the Income Limitation originally applicable to the Over Income Tenant, in accordance with the Apartment Mix. 3. As required by the Authority, the Declarant shall make a determination on the basis of current income (the "Determination") of whether the income of an individual or family residing in a unit of the Development exceeds the then applicable Income Limitation. As required by the Authority, the Declarant shall certify compliance with the Low and Moderate Income Restriction (as defined below)to the Authority and to the U.S. Secretary of the Treasury, if required (at such times and in such manner as the Secretary shall prescribe). 4. The Declarant shall furnish to the Authority, on at least an annual basis or on some other basis as determined by the Authority to be required by the Act,the Code and the Regulations,such information as the Authority shall require, including any compliance forms required to be filed with the U.S. Secretary of the Treasury or the Authority, including the "Compliance Monitoring: Owner's Annual Certification", attached hereto as Exhibit B, and to maintain on file Tenant Income Certifications, in the form attached hereto as Exhibit C (or such other form as may be accepted by the Authority, in order to permit verification that the covenants set forth herein are being satisfied by the Declarant and to take such action as the Authority shall deem necessary to comply with the covenants herein or to correct or cure any failure of the Declarant to comply with the covenants herein. The Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 5 Declarant shall use tenant lease forms acceptable to the Authority, or, if there are no written leases,written and signed certifications of tenants so as to be able to determine the qualifications of the tenant or take such other corrective action as is necessary to comply with the covenants herein or to correct or cure any failure of the Declarant to comply with the covenants herein. Such leases or certifications shall contain clauses wherein each tenant certifies as to the accuracy of statements made in the Tenant Income Certification and agrees that family income and other eligibility requirements shall be deemed substantial and material obligations of his or her tenancy, that he or she shall comply with all requests for information with respect thereto from the Declarant or the Authority, and that failure to provide accurate information on the Tenant Income Certification or refusal to comply with a request for information with respect thereto shall be deemed a violation of a substantial and material obligation of his or her tenancy for which termination of the tenancy shall be a remedy. The various terms, restrictions and conditions of this subparagraph collectively constitute the"Low and Moderate Income Restriction." h. Use - Declarant understands and agrees that the Development shall be used only for multifamily residential rental housing within the meaning of the Act, the Code and the Regulations, as amended, used for the benefit of those members of the general public of low and moderate income upon certain terms and conditions. Declarant hereby covenants and represents to the Authority as follows: 1. During the Compliance Period and the Extended Use Period, the Mortgagor shall set aside fifty-seven (57) of the units (the "Qualified Units") for Qualified Persons at the Qualified Rent. 2. The Qualified Units shall remain subject to the Low and Moderate Income Restriction, for a period of thirty(30)years beyond the term of the Mortgage Loan. 3. The covenants and representations of the Mortgagor contained herein shall survive any sale, transfer, or other disposition of all or any portion of the Property or the Development by the Mortgagor or the repayment of the Mortgage Loan, and shall be binding upon the Mortgagor's successors and assigns, but may be waived by the Authority in its sole discretion upon the event of involuntary noncompliance caused by fire, seizure, requisition,foreclosure, change in a Federal law or an action of a Federal agency which prevents the Authority from enforcing the requirements hereof,or condemnation or similar event. Notwithstanding the foregoing sentence, the covenants and representations of the Mortgagor herein shall survive a foreclosure, transfer of title by deed in lieu of foreclosure or similar event if, at any time during the Compliance Period,the Mortgagor or a related party (as defined in Section 1.103-10(e) of the Regulations) obtains an ownership interest in the Development for Federal tax purposes. 4. In the event that the Development shall at any time be converted to a common interest community, such conversion shall include in the declaration of common interest community an affirmative covenant running with the land, and such common interest community shall be subject to the terms and.conditions of this Agreement, which covenant shall bind the common interest community association, the common interest community unit owner and their respective successors and assigns, to the restrictions contained in this Agreement. Said covenant shall also require that no fewer than the number of units required, which units shall be designated and identified in the said declaration of common interest community either by unit number or other description, shall be sold, or held vacant for sale, only to individuals or families who are of low income, as determined by the Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 6 Authority or its successors at the time of such sale. The covenant shall be binding upon the common interest community association, its successors and assigns to the fullest extent permitted by law and equity,for the benefit of, in favor of and enforceable by the Authority, or its successors and assigns as their interests may appear; and said declaration of common interest community shall require that all units that are to be sold or available for sale to Qualified Persons, shall also be subject to the further restriction ' that no reconveyance of any such units shall be made unless and until the seller of such unit receives a certification in recordable form acceptable to the Authority or its successors or its nominee that the prospective purchaser is a Qualified Person at the time of the proposed conveyance. The Authority or its successors or nominee shall designate a party to issue such a certification of low income and shall notify the common interest community,from time to time,of the identity of such party. No unit in the Development may be conveyed pursuant to a time-sharing plan as defined in Chapter 734b of the Connecticut General Statutes. 5. In the event of a partial destruction or condemnation of the Development which is not substantial, as determined by the Authority in its sole discretion, and if such destruction or condemnation is not repaired or corrected to the satisfaction of the Authority,then the remaining units in the Development shall be allocated, on the same basis described above, to Qualified Persons. If the Development is not rebuilt or corrected for any reason after substantial destruction or condemnation of the Development, as determined by the Authority in its sole discretion,then the Declarant shall have the right to request, and the Authority shall, so long as any applicable insurance proceeds have not been delivered to the Declarant, release and waive the Declarant and the Property from the terms, restrictions and conditions contained herein. Upon such destruction or condemnation, the Authority, or its successor(s) or nominee, shall execute appropriate documents for the Declarant, its successors or assigns to record on the land records for the city or town where the Development is located rescinding the restrictions contained herein, if the Authority elects to so release and waive the Declarant and the Property from the terms, restrictions and conditions contained herein. In the event that the Authority delivers the said insurance proceeds to the Declarant, and the Declarant is required to repair or reconstruct the Development pursuant to the terms of the Mortgage Loan,then the restrictions and covenants herein shall remain in full force and effect. 6. As required by the Authority, in every Fiscal Year during the Compliance Period and the Extended Use Period or until the Authority Mortgage has been released, whichever period is longer, the Declarant shall deliver to the Authority, in a form accepted by the Authority, a certified schedule of units occupied by Qualified Persons. The Authority shall have the right to observe the Property and the Development and review the Declarant's records regarding tenants and tenant selection policy at any time, and to request and receive any information, documentation, or other confirmation that Declarant's tenant selection policy complies with the requirements of the Authority. 7. To the extent necessary to comply with the Act, the Code and the Regulations, and the Authority's Procedures, including but not limited to the Qualified Allocation Plan and Application Process Procedures,the Authority shall have the right to take any and all actions which it deems appropriate, to rent any unleased or vacant dwelling unit in the Development (if the Development is used for rental units), including without limitation thereof the right to the appointment of a receiver to enter upon and take possession of the Property and the Development,to enter into tenant leases,to collect all rents, revenues, issues, income, products and profits thereof and apply the same as the court may direct or to seek any remedy available or necessary Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 7 for the enforcement of the covenants and restrictions herein. The receiver shall have the rights and powers permitted under the laws of the State and such other powers as the court making such appointment shall confer. 8. This Agreement shall continue in full force and effect for the applicable period to enable the Authority, its successors and assigns, to ' enforce compliance by Mortgagor with the covenants,terms and conditions therein and of this Agreement. The covenants herein set forth shall be deemed to run with the land and shall bind the Mortgagor and its successors and assigns, notwithstanding that the Mortgage Loan may not continue in effect. I. Low-Income Housing Tax Credit Restrictive Covenant - Declarant shall comply with Section 42 of the Code regarding the low-income housing tax credit, including but not limited to, the Compliance Period, Extended Use Period and the Extended Low-Income Housing Commitment executed by Declarant and the Authority,which is incorporated herein by reference. j. Audit - The Development and all equipment, buildings, plans, offices, apparatus,devices, books, contracts, records, documents and other papers relating thereto shall at all times be maintained in reasonable condition for proper audit and shall be subject to examination, observation and copying upon prior notice at any reasonable time by the Authority or by its authorized representative. k. Maintenance-Mortgagor shall maintain the Development in a decent, safe, and sanitary condition and in a good state of repair as determined by the Authority in its sole discretion. 4. PROJECT MANAGEMENT Mortgagor shall provide for the professional management of the Property and the Development in a manner acceptable to the Authority, in its sole discretion, shall employ a property manager (the "Management Agent'), and shall develop a Management Plan acceptable to the Authority. Any management agreement with the Management Agent entered into by Mortgagor involving the Property and the Development shall be accepted in writing in advance by the Authority and contain a provision that it is subject to termination, without penalty and with or without cause, upon written request by the Authority. Any notice of termination shall be addressed to Mortgagor and shall incorporate by reference the terms of this Agreement. Upon receipt of such notice, Mortgagor shall terminate the said management agreement within a period of not more than thirty (30) days and shall make immediate alternative arrangements reasonably satisfactory to the Authority for continuing proper management of the Development. If Mortgagor fails to so terminate and appoint a new Management Agent reasonably satisfactory to the Authority within said thirty(30)days,then the Authority shall designate a new Management Agent and Mortgagor shall execute the management agreement acceptable to the Authority. If the Mortgagor self-manages the Property and the Development, then the Authority may reasonably require Mortgagor to enter into a management agreement with an independent Management Agent at a rate and on terms and conditions accepted by the Authority. Mortgagor hereby constitutes and appoints the Authority its true and lawful attorney-in-fact, coupled with an interest, with full power of substitution for such purpose. Mortgagor hereby empowers said attorney-in-fact to execute a management agreement with a Management Agent acceptable to the Authority and to do any and every act which Mortgagor might do on its own behalf under such management agreement, as owner of the Development. This power of attorney may not be revoked during the term of this Agreement. Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 8 5. PAYMENT RESTRICTION FOR SERVICES, ETC. Payment for services, supplies or materials relating to the Property and the Development shall not exceed the amount ordinarily paid for such services, supplies or materials in the area where the services are rendered or the supplies or materials are furnished. 6. DEVELOPMENT OPERATIONS ACCOUNT Mortgagor shall deposit Gross Revenues with a depository in the State accepted by the Authority, in a Development Operations Account. The Authority shall at all times +be advised of the name and number of each account and the bank or financial institution in which such account is maintained. Funds shall be disbursed from the Development Operations Account,to the extent available,as follows: a. first,for all Operating Expenses; b. second,for required deposits to the Reserve for Replacements; C. third,to additional interest under the Authority Note; C. fourth, to the extent of Surplus Cash, for Distributions pursuant to Paragraph 8 l(1)of this Agreement;and d. fifth, with the prior written acceptance of the Authority, for amenities or design modifications to the Development which: (1) are necessary or desirable for the marketing of the Development; (2) reduce maintenance or replacement costs over a substantial portion of the term of the Mortgage Loan; (3) benefit a substantial portion of the residents of the Development by providing necessary or desirable social services that shall improve the health, education, opportunity, security and general welfare of such residents;or (4) make an important contribution to the livability of the Development. 7. DEPOSITS Mortgagor shall pay, deposit or deliver the following to the Authority at the date hereof or as set out below: a. A non-refundable commitment fee, FORTY-EIGHT THOUSAND AND 00/100 ($48,000.00) DOLLARS, which commitment fee is in full consideration for the making of the commitment by the Authority and the reservation of the Mortgage Loan for the term of the Commitment Letter and which sum shall be deemed earned by the Authority when paid. b. A good faith and working capital deposit in the amount of ONE HUNDRED SEVENTY-FIVE THOUSAND THREE HUNDRED AND 00/100 ($175,300.00) DOLAARS or in the form of an irrevocable and unconditional letter of credit in form and content and issued by a financial institution satisfactory to the Authority, which shall name the Authority as the sole beneficiary thereof. This deposit shall be governed by the Good Faith and Working Capital Escrow and Deposit Agreement of even date, which is incorporated herein by reference. C. Assurance of completion of the work at the Development in the form of an irrevocable and unconditional letter of credit, in form and content and issued by a financial institution satisfactory to the Authority,which shall be delivered in the amount of ONE MILLION FIVE HUNDRED EIGHTY- FOUR THOUSAND THREE HUNDRED AND 00/100 ($1,584,300.00) DOLLARS or 100% Payment and Performance Bonds ('Bonds"). d. Beginning with the commencement of amortization of the principal amount of the Mortgage Loan, a Reserve for Replacements of THREE HUNDRED Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 9 SEVENTY AND 00/100 ($370.00) DOLLARS per unit per year, payable monthly, unless a different rate or amount is accepted or directed in writing by the Authority or unless forbearance of payment is authorized by the Authority in writing. The Reserve Fund plus any interest or other earnings thereon, whether in the form of a cash deposit or reinvestment in obligations of, or fully guaranteed by, the United States of America or an agency thereof or the State, shall at all times be under the sole control of the Authority, and shall be subject to annual adjustment. The Authority shall permit disbursements from the Reserve Fund only for the purpose of effecting replacement of structural elements and mechanical equipment of the Development or for improvements thereto. Such disbursements shall only be made upon the written direction or consent of the Authority. Upon the occurrence of an Event of Default (as defined in the Authority Mortgage), the Authority may apply or authorize the application of the balance in the Reserve Fund to the amount due on the Mortgage Loan, or at its option, may elect to maintain the Reserve Fund for its established purposes. The Authority shall have no liability for deficiencies in the Reserve for Replacements or the Development Operations Account arising from Mortgagor's failure to timely or adequately fund deposits therein. e. A tax escrow as set out in the Authority Mortgage. f. Any reasonable costs, fees and expenses, including, but not limited to, Authority's attorney's fees arising in preparation for the Initial Closing or Final Closing of the Mortgage Loan. 8. CERTAIN ACTS PROHIBITED Mortgagor shall not,without the prior written acceptance of the Authority: a. Sell, convey(including transition, conveyance or transfer to a limited liability company), assign, transfer, lease (except for apartment leases on the form lease accepted by the Authority) or further encumber any interest in or any part of the Property, nor shall a voluntary sale, pledge or other transfer of any beneficial interest in Mortgagor be effected, provided that the sale of limited partnership interests and substitution of general partners upon the death or disability of a general partner, in accordance with Mortgagor's partnership agreement, or as otherwise permitted under Section 1.07 of the Authority Mortgage, and as accepted by the Authority, shall not be deemed to constitute a sale, conveyance, assignment or transfer for purposes of this paragraph; b. Assign, pledge, transfer, dispose of or encumber any personal property of the Property or the Development, including rents, or pay out any funds, except for Operating Expenses and necessary repairs; C. Convey, assign, pledge, or transfer any right to receive the rents and/or profits from the Property or the Development; d. Remodel, add to, reconstruct, demolish or damage any part of the Development after the issuance of permanent certificates of occupancy, or subtract from any real or personal property of the Development; e. Engage, except for natural persons, in any other business or activity, including the operation of any other housing development, or incur any liability or obligation not connected with the Development; f. Require, as a condition of the occupancy or leasing of any unit in the Development, any consideration or deposit other than the prepayment of the first month's rent plus a security deposit in an amount not in excess of two (2) months' rent, as permitted by law, to guarantee the tenant's performance of the lease. Any funds collected as security deposits shall be Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 10 maintained separate and apart from all other funds of the Development in a trust account with a federally insured depository within the State, accepted in writing by the Authority, the amount of which shall at all times equal or exceed the aggregate of all outstanding security deposit obligations of the Development. If interest is earned on said trust account, it shall be transferred, as earned, into the Development Operations Account, except as otherwise required by law; g. Permit the use of the dwelling accommodations of the Development for any purpose except as residential rental dwelling units; h. Other than as permitted by the Authority, incur any liability, direct or contingent, other than for current Operating Expenses, exclusive of the Mortgage Loan and any deferred Developer Fee (as may be set out in the Commitment Letter); i. Pay any compensation, including wages or salaries, or incur any obligations to the Mortgagor's staff or any officers, directors, stockholders, trustees, partners, beneficiaries under a trust,or to any of their nominees; j. Enter into any contract or contracts for supervisory or managerial services; k. Invest or deposit any funds from the Development in any property (real, personal or mixed), except obligations of, or fully guaranteed or secured as to principal by, the United States of America, or any agency thereof, the State, or obligations thereof, or deposit such funds in a depository not acceptable to the Authority; I. Make, receive or retain any Distribution except on the following conditions, provided that no Distribution shall occur without the prior written acceptance of an authorized officer of the Authority: (1) All Distributions shall be made only after the end of each Fiscal Year and subsequent to audited financial statements accepted by the Authority. All Distributions in any one Fiscal Year shall be limited to 10 percent of the Mortgagor's Actual Cash Equity and be allowed only after the Authority, in its sole discretion, determines that the Development and operation thereof meet the following criteria to its satisfaction: A. Management - The Development shall be operated in a manner consistent with Authority's standards as described in the management plan accepted by the Authority. B. Financial Condition -The Development shall be operated in a financial manner which allows the Mortgagor to pay all the obligations,fund all reserves as required and demonstrate an ability to be consistent in this manner throughout the Fiscal Year. C. Physical Condition-The Development shall be maintained in good physical condition as demonstrated by the Authority's physical observation. The Development shall not have any physical impediments which shall require financing from sources other than the Reserve for Replacements. D. Low-Moderate Income - No Distribution shall cause rents to be raised on any Qualified Unit to a level which would prohibit the rental of the unit to Qualified Persons at the Qualified Rent. Rents shall be established to meet the objectives described in this Agreement. Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 11 E. Market Conditions-Distributions shall be a function of market conditions. Market conditions shall be considered in establishing rental schedules. F. The right to Distributions shall be cumulative and payable from Surplus Cash, if any, at the end of successive Fiscal ' Years subsequent to Authority acceptance of audited financial statements for such Fiscal Years. (2) Distributions shall not be made from proceeds of the Mortgage Loan prior to the completion of work at the Development in accordance with the Construction Contract and the Approved Plans or when there is any Event of Default(as defined in the Authority Mortgage); (3) Distribution of any funds arising out of the operation of the Development, to a party not entitled to receive such funds hereunder, shall be held in trust by said party separate and apart from any other funds;and (4) No Distribution shall be made until all outstanding notices or requirements for proper maintenance and operation of the Development have been complied with. (5) Nothing in this Agreement or in any other Mortgage Loan Document shall be deemed to prohibit or restrict payments to Mortgagor's partners of any cash that has been contributed to Mortgagor by the partners, including without limitation, credit reduction payments, Recapture Amount or Credit Reallocation Amount made by the Partnership or the General Partner pursuant to Sections 5.113(iv), 10.1A or 10.1C of the Second Amended and Restated Agreement of Limited Partnership of the Mortgagor. No prior written approval of the Authority shall be required for any such payments, except that if such funds are advanced from Gross Revenues they may only be advanced from annual Surplus Cash, as defined in this Agreement and set forth in the annual audited Financial Statement and line 13c, Form HUD 93486 (8/95) "Computation of Surplus Cash, Distributions, and Residual Receipts" (see attached ) which Surplus Cash has been acknowledged and approved by the Authority. M. Terminate, assign or transfer any right to manage the Development(except in accordance with the provisions of this Agreement or the Management Agreement); n. Make a loan of any funds from the Development to any person or entity; o. Incur any liability or obligation in connection with the Development, contingent or otherwise, with the exception of current Operating Expenses and for the indebtedness evidenced by the Authority Note, or other financing(s) accepted by the Authority; or incur any liability or obligation whatsoever that is secured in whole or in part by any interest in or lien or encumbrances on the Development,or funds of the Development;or P. Require tenants to pay any mandatory charges for additional services or facilities. . 9. REPORTING REQUIREMENTS a. Unless another period for reporting is specified by the Authority in writing, Mortgagor shall furnish the Authority with occupancy reports and reports of income, expenses, accounts receivable and accounts payable on a quarterly basis. Mortgagor shall pay such penalty as may be imposed by Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 12 the Authority in the event of failure to comply with this requirement. Such reports shall be provided no later than the 15th day of each month. Mortgagor shall also provide such additional information as the Authority may reasonably request from time to time relative to the ownership, operation and maintenance of the Property and the Development. b. Within sixty (60) days following the close of each Fiscal Year, Mortgagor shall furnish the Authority with a complete annual financial report prepared and certified by a certified public accountant for the Development based upon an examination of the books and records of the Mortgagor, containing a detailed, itemized statement of Gross Revenues, Operating Expenses, Surplus Cash, Distributions, and all other income and expenditures, prepared and certified to be in accordance with the Procedures and standards accepted by the Authority and in conformity with generally accepted accounting principles applied on a consistent basis, and further certified by the Mortgagor or its duly authorized agent. C. Annually, not later than sixty (60) days before the beginning of each Fiscal Year, Mortgagor shall submit to the Authority an itemized budget of Gross Revenues, Operating Expenses, Surplus Cash and Distributions for the following Fiscal Year. Such budget shall be accompanied by supporting documentation requested by the Authority. Upon acceptance by the Authority, such budget shall be the Development's budget for the ensuing Fiscal Year. d. All records, accounts, books,tenant lists, applicant waiting lists,documents, and contracts relating to the Development shall at all times be kept separate and identifiable from those of any other business of the Mortgagor which is unrelated to the Development and shall be maintained within the State, as required by the Authority from time to time, in a reasonable condition for proper audit and subject to examination during business hours by representatives of the Authority. 10. ESTABLISHMENT OF RENTS-QUALIFICATIONS OF TENANTS Mortgagor further covenants and agrees that: a. With the prior written acceptance of the Authority, Mortgagor shall establish and maintain for each dwelling unit at the Development a rental charge which shall satisfy the requirements of the Act, the Code, the Regulations, and this Agreement, and provide income to the Development sufficient for the payment of principal, interest, fees and charges to the Authority under the Authority Mortgage and Authority Note. b. On forms accepted by the Authority, Mortgagor shall obtain a certification of income from each prospective tenant, prior to execution of a lease and admission to the Development as a tenant. C. Mortgagor shall obtain written evidence substantiating the information given on the tenants' certifications of income in a manner prescribed by the Authority and shall maintain on file for the Authority's review a copy of such evidence. Mortgagor agrees that no person has been accepted or shall be accepted for occupancy of a Qualified Unit, nor shall any person be permitted to occupy any Qualified Unit in the Development or any portion thereof, without such person's application for occupancy having first been reviewed by or on behalf of the Authority, except that no such lease acceptance or submission shall be required with regard to leases of one dwelling unit within the Property for terms not in excess of one (1) year unless requested in writing by Mortgagee subject to the requirements of Section 42 of the Code. Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 13 d. Mortgagor shall require all tenants to execute a lease in the form prescribed or accepted by the Authority. (1) In the case of Qualified Units, Mortgagor shall require the execution of a lease which shall provide for an annual certification of income by the tenant and for termination of the lease and eviction of an ' individual or family for violation of the eligibility requirements, as constituting material non-compliance under the lease. Said lease form shall also prohibit the assignment of the lease or subleasing of the unit to persons other than those accepted by the Mortgagor as meeting the eligibility requirements. (2) No unit in the Development shall be rented for a term of less than one(1)year nor more than two (2)years without the Authority's prior acceptance. e. No changes shall be made in the rental charges accepted by the Authority, except as may be adjusted in the annual budget accepted in writing by the Authority. f. Mortgagor shall not permit a tenant to rent more than one (1) residential dwelling unit at any given time without the prior written acceptance of the Authority. g. Mortgagor shall obtain prior written acceptance of the Authority for: (1) all documents used in renting the dwelling units and any commercial facilities including but not limited to lease forms and applications; (2) all advertising and other public information regarding the Development; and (3) all procedures and standards to be utilized regarding acceptance or rejection of prospective tenants. h. Mortgagor shall grant to the Authority the right to execute leases on behalf of the Mortgagor from time to time for all fifty-seven (57) Qualified Units in the Development with Qualified Persons, upon the sole determination by the Authority that the exercise of this right is necessary to preserve compliance with the Code regarding low income housing tax credits allocated to the Development. In that event,the Authority shall be deemed an agent for the Mortgagor and shall deposit Gross Revenues into the Development Operations Account. i. Any Surplus Cash remaining after Distributions permitted under Paragraph 8.1.(1)above and payment in full of payments due under the Authority Note, shall be considered "Residual Receipts" and shall be paid to and held by the Authority and deposited in an interest-bearing account accepted by and in the name of the Authority. The Authority or its successor or assign shall own and maintain sole ownership and control of funds deposited in the Residual Receipts account at all times. Residual Receipts shall be disbursed only on the direction of the Authority, which shall have the power and authority to direct that the Residual Receipts, or any part thereof, be used for such purpose as it may determine to benefit the Development. j. All rents received by the Mortgagor in excess of the maximum rents permitted or in excess of Qualified Rents shall be paid over by Mortgagor to the Authority. k. Mortgagor shall comply with the Authority's insurance requirements as set out in the Authority Mortgage. 11. NONDISCRIMINATION Mortgagor shall comply with all requirements imposed by Title VIII of the Civil Rights Act of 1968,Title VI of the Civil Rights Act of 1964, and Executive Order 11063,to Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 14 the end that in accordance with the Act, the Code and the Regulations, and said Executive Order, no person in the United States shall, on the grounds of race, color, religious creed,age, marital status, national origin,ancestry,sexual orientation, or sex, be refused or denied housing, or otherwise subjected to discrimination. In addition, Mortgagor shall comply with all State and local laws prohibiting discrimination in housing, including without limitation, laws prohibiting discrimination on the grounds of race, color, religious creed, age, marital status, national origin, ancestry, sexual orientation, sex, or any other classification(s)protected by state or local law. Without limiting the generality of the foregoing, Mortgagor shall not restrict occupancy or rental of dwelling units in the Development by reason of the fact that a prospective tenant's household includes children (except for senior citizen housing as may be allowed under applicable law). Failure or refusal to comply with any such provisions,within any cure period that may be provided by law,shall constitute basis for the Authority to take any corrective action it may deem necessary including, but not limited to, declaring an Event of Default under the Authority Mortgage,the rejection of future applications for mortgage loans and the refusal to enter into future contracts of any kind with which the Mortgagor or its shareholders, members, partners,trustees or beneficiaries are in any way identified. Mortgagor shall not discriminate against tenants or applicants who are recipients of Federal rent subsidies pursuant to Section 8 of the United States Housing Act of 1937, as amended,or any successor subsidy program. 12. ASSIGNMENT OF RENTS AND INCOME As security for the payments due under this Agreement, for the Reserve for Replacements and for the other obligations under the Mortgage Loan, Mortgagor hereby assigns and pledges to the Authority, its rights to the rents, profits, income and charges of whatever sort which it may receive or be entitled to receive in connection with the operation of the Property and the Development. Unless an Event_of Default has occurred, permission is granted to Mortgagor to collect and retain such rents, profits, income, and other payments. 13, BANKRUPTCY-REORGANIZATION Mortgagor shall not file any petition in bankruptcy or for reorganization or recomposition, or make any assignment for the benefit of creditors or to a trustee for creditors or permit an adjudication in bankruptcy,the taking possession of the Property or any part thereof by a receiver, or the seizure and sale of the Property or any part thereof under judicial process or pursuant to any power of sale. Failure to have such adverse action set aside within sixty (60) days shall constitute an Event of Default under this Agreement and under the Authority Mortgage. 14. LITIGATION AGAINST MORTGAGOR Mortgagor agrees promptly to notify the Authority in writing of any suits by or against Mortgagor, the Authority or the Development. No litigation seeking the recovery of a sum in excess of$5,000.00 nor any action for specific performance or other equitable relief shall be instituted nor shall any claim for a sum in excess of$5,000.00 or suit for specific performance be settled or compromised by Mortgagor unless prior written consent thereto has been obtained from the Authority. Such consent may be subject to such terms and conditions as the Authority may, in its sole discretion, prescribe. 15. COMPLIANCE WITH STATUTORY REQUIREMENTS In order to comply with the Act, the Code and the Regulations and applicable statutes and regulations, Mortgagor agrees that, throughout the period as set forth in Paragraph 3, all of the Qualified Units in the Development shall be rented to Qualified Persons at a rental not in excess of Qualified Rent. Mortgagor shall comply with all State and federal laws and requirements, and the Authority's policies and Procedures. In addition and without limitation thereto, Mortgagor shall agree to the Apartment Mix and shall provide a marketing plan acceptable to the Authority. Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 15 a. Prior to completion of the construction work at the Development, the Mortgagor shall advertise the availability of apartment units in manners reasonably calculated to reach Qualified Persons. All advertisements shall be accepted in writing by the Authority prior to placement with any of the media. The Mortgagor shall verify the income of each applicant for a Qualified Unit. b. Mortgagor agrees that on.and after the date of notification by the Authority to Mortgagor with respect to the availability of subsidy funds, it shall not reject an applicant for a rental who, except for lack of adequate income, is acceptable as a tenant. Mortgagor shall submit the application of such prospective tenant to the Authority for consideration by the Authority of the granting of a subsidy to such a prospective tenant during the term of the lease. The Authority may submit to Mortgagor the names of applicants for occupancy as tenants, and Mortgagor shall review the application(s) and interview such prospective tenants. C. Following initial occupancy, Qualified Units vacated by Qualified Persons shall be rented only to other Qualified Persons in order to maintain the Apartment Mix. Mortgagor may modify the allocation and distribution of Qualified Units so reserved only with the prior written permission of the Authority. Any such modification shall be carried out so that at all times,the Qualified Units shall be occupied by (or previously occupied by and available for rental solely to)Qualified Persons. d. Mortgagor represents and warrants that at all times its acts in connection with the Development have complied with and shall continue to comply with all applicable provisions of federal, state and local laws, and all agreements with the Authority and any other public entities concerning the Development as amended from time-to-time. The Mortgagor also represents to the Authority that professional advice is available to the Mortgagor for the purpose of enabling the Mortgagor to be aware of, and to comply with, said laws, policies, procedures and agreements. The Mortgagor shall indemnify the Authority against any loss incurred by the Authority as a result of the Mortgagor's failure to comply therewith. e. Mortgagor acknowledges the existence of federal, state and local laws regarding handicapped accessibility and the relocation of persons displaced by the Development. Mortgagor agrees that the Mortgagor, and not the Authority, is responsible for complying with such laws, as they may apply to the Development. 16. CONTRADICTORY REQUIREMENTS Mortgagor warrants that it has not, and shall not, execute other agreements with provisions contradictory, or in opposition to the provisions hereof, and that in any event the requirements of this Agreement are paramount and controlling and shall supersede any other requirements in conflict therewith except as provided below. Notwithstanding the foregoing, Mortgagor acknowledges that a purpose of this Agreement is to compel and document compliance with provisions of the Act, the Code and the Regulations applicable to Qualified Residential Rental Projects, and to the extent that any provision hereof is now or shall become in conflict with any such provision of the Act,the Code and the Regulations,such provision of the Act,the Code and the Regulations shall prevail. Mortgagor shall comply with all provisions of the Code and Regulations applicable to Qualified Residential Rental Projects, whether or not such provisions are specifically set forth herein. Mortgagor further acknowledges that the representations and covenants set forth herein are based upon the Code and Regulations in their present form, and that both may be amended and the interpretations of their respective provisions may be changed or clarified in a manner inconsistent with the provisions hereof. Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 16 Mortgagor shall use its best efforts to take such actions, or to refrain from taking such actions, as are authorized by law and as may be necessary for the Development to continue to constitute a Qualified Residential Rental Project as may be required by the Code or Regulations as either may be amended or as the interpretation of their respective provisions may be changed or clarified. 17. FURTHER ACTION AND ASSURANCES Mortgagor shall do, execute, acknowledge and deliver, at its sole cost and expense, such further acts, instruments or documentation as the Authority may reasonably require from time to time to better assure, transfer and confirm unto the Authority the rights now or hereafter intended to be granted to the Authority under this Agreement. 18. PARTNERSHIP REQUIREMENTS a. No amendments shall be made to the Mortgagor's partnership agreement and such partnership agreement shall not be terminated without the Authority's prior written acceptance other than amendments that merely reflect transfers of the limited partner's interest made in accordance with the Mortgagee's Partnership agreement; b. In the event of the dissolution or other change in the partnership, Mortgagor's business shall be continued by the partners individually until a successor structure is formed and accepted by the Authority;and C. No general partner shall voluntarily withdraw from the Mortgagor's partnership without the Authority's prior written acceptance. 19. PERSONAL LIABILITY Mortgagor shall remain personally liable only as set forth in the Authority Mortgage. 20. REMEDIES a. Upon violation of any of the provisions of this Agreement by Mortgagor, the Authority may give written notice thereof to Mortgagor by registered or certified mail addressed to the address stated in this Agreement, or such other address(es) as may subsequently be supplied by appropriate written notice to the Authority. If such violation is not corrected to the satisfaction of the Authority within thirty (30) days after the date such notice is mailed or within such further time as the Authority in its sole discretion may permit, the Authority without further notice, may declare that an Event of Default has occurred. Upon such default, the Authority may resort.to one, all or any combination of the following courses of action: i. declare the whole of the indebtedness under the Authority Note immediately due and payable and proceed with the foreclosure of the Authority Mortgage; ii. collect or cause to be collected all rents and charges in connection with the operation of the Property and the Development and use such collections or cause such collections to be used to pay such Mortgagor's obligations under this Agreement and under the Authority Mortgage and the necessary expenses of preserving and operating the Development; iii. take possession of the Property and the Development, bring any action necessary to enforce any rights of Mortgagor growing out of the operation of the Property and the Development, and operate the Property and the Development in accordance with the terms of this Agreement and in compliance with the requirements of the Authority Mortgage; Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 17 iv. apply to any court for specific performance of this Agreement, for an injunction against any violation of this Agreement, for the appointment of a receiver to take over and operate the Property and the Development in accordance with the terms of this Agreement,or for such other relief as may be appropriate, since the injury to the Authority arising from a default under any of the terms of this Agreement would be irreparable and the amount of damages would be difficult to ascertain;and V. seek any other remedy permitted under the Mortgage Loan Documents. b. Any action(s)taken by the Authority shall be cumulative and concurrent and may be pursued independently, singly, successively, together or otherwise, at such time and in such order as the Authority may determine in its sole discretion, to the fullest extent permitted by law, without impairing or otherwise affecting the other rights and remedies of the Authority permitted by law, equity or contract or as set forth herein or in the Mortgage Loan Documents. 21. CONTINUING EFFECT The parties agree that this Agreement shall continue in full force and effect throughout the applicable period in Paragraph 3 hereof to the extent necessary to comply with the Act, the Code and the Regulations and to enable the Authority, its successors and its assigns to enforce compliance by Mortgagor with the covenants, terms and conditions therein and of this Agreement. The covenants herein set forth shall be deemed to run with the Property and the same shall bind the Mortgagor and its successors and assigns, notwithstanding that the Mortgage Loan may not continue in effect. 22. NOTICES Unless otherwise provided for herein, all notices and communications required or permitted hereunder shall be sent to the addresses on page 1 hereof, in writing,and shall be deemed to have been duly given (a)when sent, if sent by registered or certified mail (return receipt requested, postage prepaid), (b)when delivered, if delivered personally, (c) when transmitted, if sent by facsimile and a confirmation of transmission is produced by the sending machine, or (d) when sent, if sent by overnight mail or overnight courier, in each case with a copy (which shall not constitute notice) to the Authority's General Counsel at the above address. Any notice of any kind sent hereunder to any party shall simultaneously be sent to each and every other party hereto. Any notice required hereunder may be waived in writing by the party entitled to receive such notice. Failure or delay in delivering copies of any notice, demand, request, consent, acceptance, declaration or other communication within any corporation or firm to the persons designated to receive copies shall in no way adversely affect the effectiveness of such notice, demand, request, consent, acceptance, declaration or other communication. 23. GOVERNING LAW This Agreement shall be governed by and construed in accordance with the laws of the State and federal law,where applicable. 24. VALIDITY The invalidity of any clause, part or provision of this Agreement shall not affect the validity of the remaining portions thereof. Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 18 25. AMENDMENTS This Agreement cannot be altered, amended, modified or discharged orally and no executory agreement shall be effective to modify or discharge it in whole or in part, unless in writing and signed by the party against which enforcement is sought. 26. 'COUNTERPARTS This Agreement may be executed in counterparts, each of which shall be deemed an original, but all of which,when taken together, shall constitute the same Agreement. 27. FALSE STATEMENTS False statements made herein are punishable under the penalty for false statement set out in C.G.S.Section 53a-157b. IN WITNESS WHEREOF, the parties hereto have set their hands and seals as of the day and year first above written. Signed, Sealed and Delivered WATSON FARM ASSOCIATES in the Presence of: LIMITED PARTNERSHIP BY: WATSON FARM GP, LLC Geoff re W Sager Managing Member u CONNECTICUT HOUSING FINANCE AUTHORITY l. President-Executive Director STATE OF CONNECTICUT ) ss: ROCKY HILL May 1 2002 COUNTY OF HARTFORD ) Personally appeared, Geoffrey W. Sager, Managing Member of WATSON FARM GP, LLC, General Partner of WATSON FARM ASSOCIATES LIMITED PARTNERSHIP, a Connecticut Limited Partnership, as aforesaid Signer and Sealer of the foregoing Instrument and acknowledged the same to be his free act and deed as Managing Member of WATSON FARM GP, LLC, General Partner of WATSON FARM ASSOCIATES LIMITED PARTNERSHIP, and that said instrument was signed on behalf of and with the authority of said Limited Partnership, before me. Commissioner of nthe Superior Court a UQ uhlir. pk., ;�,,L,, Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 19 N STATE OF CONNECTICUT ) ) ss: ROCKY HILL May 17 , 2002 COUNTY OF HARTFORD ) Personally appeared, GARY E. KING, President-Executive Director of the CONNECTICUT HOUSING FINANCE AUTHORITY,duly authorized as aforesaid Signet and Sealer of the foregoing Instrument and acknowledged the same to be his free act and deed and the free act and deed of said Authority,on behalf of said Authority, before me. 0 C r-C—eutt Notary Public LORRAINE G.CARISEO NOTARYPUBLTC MY COMMISSION EXPIRES MAR.31,2007 Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 20 EXHIBIT A A certain piece or parcel of land situated in the Town of South Windsor, I County of Hartford and State of Connecticut shown on a map or plan ' entitled "Perimeter Survey ALTA/ACSM Survey Resurvey Prepared For: Watson Farm Deming Street South Windsor, Connecticut Date: 5/7/02, Revised to 5/8/02 scale 1 inch =40 ft., prepared by Design Professionals, Inc.", which map or plan is to be filed in the office of the South Windsor Town Clerk and which piece or parcel of land is more particularly described as follows: Beginning at a CHD monument on the north side of Deming Street;thence S 690-10'-44" E along the north side of Deming Street,a distance of 66.91 feet to an iron pin; thence N 180- 32'- 21" E, along property know or formerly of Porter's Share, a distance of 711.14 feet to a point; thence N 660- 02'-22" W, along property now or formerly of Walter G. & Evelyn L. Foster, a distance of 200.00 feet to a concrete monument; thence N 650- 56'- 25"W, along property now or formerly of said Walter G. & Evelyn L. Foster, a distance of 496.28 feet to a point;thence S 050-32'-02" E, along property now or formerly of South Windsor Housing Authority, a distance of 843.34 feet to a point;thence S 700-25'- 15" E, along the northerly side of Deming Street, a distance of 282.27 feet to a CHD monument being the point and place of beginning. Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 WF-DRC DECLARATION AND AGREEMENT OF RESTRICTIVE COVENANTS This Declaration and Agreement of Restrictive Covenants(this"Agreement")made and entered into as of the a7atk day of May, 2002, by and between WATSON FARM ASSOCIATES LIMITED PARTNERSHIP, a limited partnership organized and existing under the laws of the State of Connecticut,with an office and principal place of business at 6 Executive Drive, Farmington, Connecticut 06032 (the "Declarant"), and the CONNECTICUT HOUSING FINANCE AUTHORITY, a body politic and corporate constituting a public instrumentality and political subdivision of the State of Connecticut, having its office and principal place of business at 999 West Street, Rocky Hill, Connecticut 06067(the"Authority"), WITNESSETH: WHEREAS, the Declarant, as owner in fee simple of the property described in Exhibit A attached hereto and made a part hereof (the "Property"), has applied to the Authority for a first mortgage loan in the amount of up to THREE MILLION TWO HUNDRED THOUSAND AND 00/100 ($3,200,000.00) DOLLARS (the "Mortgage Loan") to aid the Declarant in financing the acquisition and construction on the Property of a multifamily rental housing development for persons of low and moderate income, pursuant to the provisions (i) of the Connecticut Housing Finance Authority Act, Chapter 134 of the Connecticut General Statutes, as amended (the "Act") and (ii) of the Internal Revenue Code of 1986, as amended, (the "Code") and the regulations promulgated thereunder,as amended (the"Regulations"); WHEREAS, the Property is known as WATSON FARM located at 700 Deming Street, South Windsor, Connecticut 06074, and is identified as Authority Development No. 01-007M; WHEREAS, Declarant acknowledges that: (i) the Authority is providing the Mortgage Loan to the Declarant to finance the Development in furtherance of its corporate purposes under the Act, and (ii) the accomplishment of such purposes is dependent in part upon compliance by the Declarant with the restrictive covenants set forth herein; WHEREAS, Declarant acknowledges the resulting beneficial interest of the Authority in the Development and acknowledges that Declarant's ownership and operation of the Development are in furtherance of the discharge of a public trust; WHEREAS, the Authority, as a condition of its willingness to make the Mortgage Loan, requires that the Declarant, by entering into the restrictions, terms, conditions and covenants set forth below, consent to be regulated and restricted by the Authority in the management and operation of the Development as herein provided and as provided by the Mortgage Loan Documents (as defined below), the Act, the Code, the Regulations, and any rules, regulations,policies, and Procedures of the Authority;and WHEREAS, Declarant is willing to execute and abide by this Agreement as a condition of obtaining the Mortgage Loan and receiving continuing benefits under the Act, the Code and the Regulations. NOW, THEREFORE, in consideration of the Mortgage Loan, and of the mutual promises and covenants hereinafter contained, the parties hereto hereby agree as follows: 1. PROPERTY This Agreement affects the Property which is described in Exhibit A attached hereto. Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 2. DEFINITIONS As used in this Agreement, the terms below shall have the definitions set forth for each one: a. "Apartment Mix"means the apartment mix for the Qualified Units,as follows: Area Median Income 25%or Less 50% or Less . 60%or Less 1 Bedroom 3 6 9 2 Bedroom 39 b. "Approved Plans" means the plans, drawings and specifications described to the Authority's Board of Directors in the Resolution adopted June 27, 2001, as amended and accepted by the Authority; C. "Compliance Period" means with respect to any building, the period of fifteen (15) taxable years beginning with the first (1st) taxable year of the credit period as defined in Section 42 (i)(1)of the Code with respect thereto; d. "Development" means all real and personal property and all assets of whatever nature or wherever situate, used in or owned by the business conducted on the Property,which business is to provide rental housing accommodations for persons of low and moderate income and other facilities incidental thereto. Declarant shall make no change in the nature, size (including number of units) or location of the Development from that which was shown on the Approved Plans; e. "Extended Use Period"with respect to a building means the period (i)beginning on the first (1st) day in the Compliance Period in which such building is part of a qualified low-income housing project, and (ii)ending on the date which is forty-five (45)years after the close of the Compliance Period; f. "Fiscal Year" means the calendar year or any other period agreed to in writing by the parties hereto as the fiscal year for the Declarant; g. "HUD" means the United States Department of Housing and Urban Development or any federal successor thereto; h. "Income Limitation" means 25 percent, 50 percent or 60 percent of area median gross income, as the case may be, adjusted for family size, within the meaning of the Code and the Regulations. For this purpose, income is determined as defined at 24 CFR 813.106(1987); i. "Mortgage Loan" means the $3,200,000.00 interest bearing obligation evidenced by a promissory note of even date herewith from Mortgagor to the Authority (the "Authority Note") and secured by a mortgage deed (the "Authority Mortgage") which Authority Mortgage shall constitute a first lien on the Development; j. "Mortgage Loan Documents" means, collectively, the Authority Note,the Authority Mortgage, Security Agreement, the Covenant of Compliance and Regulatory Agreement, the Collateral Assignment of Leases and Rentals, Building Loan Agreement and this Agreement, all of even date herewith, along with the Authority's Mortgage Loan Commitment Letter dated February 5, 2002, as amended, and all other documents executed by Mortgagor in connection with the Mortgage Loan; k. "Qualified Person(s)" means elderly (age 62 or older) members of the general public who, at the time each such individual or family first occupies a unit in the Development have annual income asset out in Section 3.f.1; I. "Qualified Rent" means an annual gross rental not greater than thirty percent (30%) of the annual Income Limitation applicable for such unit for each Qualified Person, in accordance with the Statute,the Code and the Regulations; pursuant to Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 2 Section 42 of the Code, the maximum rental limits applicable to Qualified Units shall be revised by a percentage equal to any percentage change in Area Median Income. Qualified Rent does not include any payment under Section 8 or any comparable rental assistance program (with respect to such Qualified Units or occupants thereof) and any equivalent rental payment under Section 515 of the Housing Act of 1949 or fee for a supportive service as defined by the Code, but i shall include any utility allowance applicable pursuant to the Code, after taking into account such determinations under such Section 8; m. "Qualified Unit"means a residential unit at the Development occupied, or available for occupancy, by a Qualified Person(s)at the Qualified Rent; n. "Section 42 Income Limitation" means 60 percent of area median gross income adjusted for family size,within the meaning of the Code and Regulations. For this purpose, income is determined as defined under HUD regulations at 24 CFR 813- 106(1987). o. "State"means the State of Connecticut. 3. RESTRICTION ON USE OF THE DEVELOPMENT The Declarant hereby covenants and represents to the Authority as follows: a. The Development-The Development shall consist of the facilities described in the Approved Plans and shall be located on the Property; b. Components of Development - The Development shall consist of a building or buildings or structure and facilities functionally related and subordinated thereto, owned by the same person(s)for tax purposes, all located on a single tract of land and financed under a common plan of finance,and 1. each containing one or more similar units, having separate and complete facilities for living, sleeping, eating, cooking, and sanitation for a single person or a family, and facilities which are functionally related and subordinate to such units;and 2. all of the residential units of which shall be rented or available on a non-transient basis for rental to members of the general public, shall be suitable for residential occupancy, and shall comply with all State and local health,safety and building codes. C. The Declarant shall proceed with due diligence to promptly complete construction of the Development in accordance with the Approved Plans. d. Change in Development-The Declarant shall make no change in the nature, size (including number of residential units) or location of the Development from that which was shown on the Approved Plans, as modified to date, without the prior written consent of the Authority. e. Continuous Rental Restriction - The Declarant on a continuous basis shall maintain all of the units in the Development either as rented or available for rental to members of the general public during the Qualified Project Period, the Compliance Period and the Extended Use Period. f. Qualified Low-Income Housing Project Restriction 1. Declarant hereby covenants and agrees to comply with the requirements for qualified residential rental projects, the requirements for obtaining low- income housing tax credits under Section 42 of the Code with respect to the Development during the Compliance Period and its obligations under the Extended Low-Income Housing Commitment entered into between Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 3 Declarant and the Authority pursuant to Section 42(h)(6) of the Code and incorporated herein by reference.] During the Compliance Period and the Extended Use Period, each residential unit in the Development shall be rented or available for rental on a continuous basis to members of the general public on other than a transient basis, and fifty-seven UNITS (57) of said Qualified Units (the "Qualified Units") shall be both rent-restricted and occupied by individuals whose annual income is:25,50 or 60 PERCENT or less of the area median gross income adjusted for family size, in accordance with the following: (a) The Qualified Units will be leased,or vacant and available for lease: (i) only to Qualified Persons, in accordance with the Apartment Mix; (ii) at a rental not greater than 30 PERCENT of the Income Limitation for such unit in accordance with Section 42(g)(2)of the Code; (b) The maximum rents that can be charged for such units shall be uniform for each particular housing unit size (e.g., one bedroom units, two bedroom units) regardless of the number of persons residing in such unit; (c) At the discretion of the U.S. Secretary of the Treasury,the maximum income levels may deviate from the area median income to reflect current or future policy on income limits with respect to areas with unusually low family income or high housing cost relative to family income consistent with HUD's determination under Section 8; (d) The Development shall have at least fifty-seven (57) Qualified Units; The Qualified Units shall remain Qualified Units during the Extended Use Period. 2. Income and area median gross income shall be determined in a manner consistent with determinations of lower income families under Section 8, adjusted for family size, as determined by HUD;and 3. The Development shall meet the above requirements no later than the close of the first year of the credit period as defined in Section 42(f) (1) of the Code, except as otherwise provided and permitted under subsection (g)(3)of Section 42 of the Code. 4. After initial occupancy by Qualified Persons but upon again becoming vacant, a unit shall be treated as occupied by Qualified Persons until occupied, other than for a temporary period by another occupant, at which time the character of the unit shall be redetermined by the new occupant's income. In no event shall a temporary period exceed thirty (30) days. A unit occupied by an individual or family who, at the commencement of occupancy, was a Qualified Person shall be treated as occupied by a Qualified Person during such individual's or family's tenancy in such unit, until such individual's or family's income exceeds 140 percent of the Section 42 Income Limitation at the time of the most recent Determination (as described.below). Once an individual's or family's income exceeds 140 percent of the Section 42 Income Limitation, the unit occupied by such individual or family(an"Overincome Tenant")shall continue to be treated as occupied by a Qualified Person unless, after such Determination but before the next Determination,any residential unit of comparable or smaller size is occupied by a new resident who does not meet the Income Limitation originally applicable to the Over Income Tenant, in accordance with the Apartment Mix. Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 4 5. Qualified Rent does not include any payment under Section 8 or any comparable rental assistance program (with respect to such Qualified Units or occupants thereof)and any equivalent rental payment under Section 515 of the Housing Act of 1949 or fee for a supportive service as defined by the Code, but shall include any utility allowance determined by the Secretary of the Treasury after taking into account such determinations under such Section 8. 6. As required by the Authority, the Declarant shall make a determination (the "Determination")on the basis of current income of whether the income of an individual or family residing in a unit of the Development exceeds the applicable Income Limitation. Annually the Declarant shall certify compliance with the applicable Income Limitation to the Authority and the U.S. Secretary of the Treasury, if required (at such times and in such manner as the Authority and Secretary shall each prescribe). 7. Declarant shall furnish to the Authority, on at least an annual basis, or on some other basis as determined by the Authority to be required by the Code and the Regulations, such information as the Authority shall require, including (i)any compliance forms now or hereafter required to be filed with the U.S. Secretary of the Treasury or the Authority, and (ii) a form entitled "Compliance Monitoring: Owner's Annual Certification" attached hereto as Exhibit B, and to maintain on file Tenant Income Certifications, in the form attached hereto as Exhibit C,tenant lists, lease applications, copies of any compliance forms filed with the Secretary of the Treasury or Internal Revenue Service, and a waiting list, in order to permit verification that the covenants set forth herein are being satisfied by the Declarant. Declarant shall take such action as the Authority shall from time to time deem necessary to comply with the covenants herein or to correct or cure any failure of the Declarant to comply with the covenants herein. Declarant shall use tenant lease forms acceptable to the Authority, or, if there are no written leases, written and signed certifications of tenants so as to be able to determine tenant qualifications or take such other corrective action as is necessary to comply with the covenants herein or to correct or cure any failure of the Declarant to comply with the covenants herein. Such leases or certifications shall provide that(i)each tenant certify as to the accuracy of statements made in the Tenant Income Certification, (ii) agree that individual or family income and other eligibility requirements shall be deemed substantial and material obligations of his/her tenancy, (iii) comply with all requests for information with respect thereto from the Declarant or the Authority, and (iv)failure to provide accurate information on the Tenant Income Certification or refusal to comply with a request for information with respect thereto shall be a violation of a substantial obligation of his/her tenancy. g. The Development shall be residential rental housing within the meaning of the Act, the Code and Regulations, and shall be used for the benefit of those members of the general public of low and moderate income upon certain terms and conditions set out below. 1. During the Compliance Period and the Extended Use Period,the Declarant shall set aside the Qualified Units in the Development for individuals or families who are Qualified Persons at the Qualified Rent, as determined by the Authority. Thereafter, for a period of not less than thirty (30) years beyond the term of the Mortgage Loan, Declarant shall lease, at the Qualified Rent, or sell or lease said units in the Development in such a manner that said units shall be leased or sold, or held vacant and available for lease or sale, only to individuals or families who are Qualified Persons, as determined by the Authority,or its successor. Such continuing restriction for said period shall operate as follows: Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 5 (i) If all or any part of the Development is sold, transferred or otherwise conveyed to any other individual, party or entity other than the Declarant, such conveyance shall be made by deed subject to an affirmative covenant running with the land,which covenant shall bind the grantee of such deed, and all successors, assigns, and heirs thereof, to the restrictions contained in this Agreement. In the event ' that such affirmative covenant is omitted from any such deed of conveyance, theq such affirmative covenant shall be deemed to have been included and shall run with the land described on Exhibit A as if it had been contained in such deed. The covenant and restrictions shall be binding to the fullest extent permitted by law and equity,for the benefit of, in favor of and enforceable by the Authority, or any of its successors, or their successors and assigns as their interest may appear;and (ii) If the Development shall at any time during the Extended Use Period be converted to a common interest community by the Declarant or any grantee as aforesaid, such conversion shall include in the declaration of common interest community an affirmative covenant running with the land and such common interest community shall be subject to the terms and conditions of this Agreement, which shall bind the common interest community association, the common interest community unit owner'and their respective successors and assigns, to the restrictions contained in this Agreement. Said covenant shall also require that all units in the common interest community shall be sold, or held vacant for sale, only to individuals or families who are Qualified Persons, as determined by the Authority or its successor(s) at the time of such sale. The covenant shall be binding upon the common interest community association, its successors and its assigns to the fullest extent permitted by law and equity, for the benefit of, in favor of and enforceable by the Authority,or any of its successors and assigns as their interests may appear; said declaration of common interest community shall require that all units that are to be sold or available for sale to individuals or families who are Qualified Persons shall also be subject to the further restriction that no reconveyance of any such unit(s) shall be made unless and until the seller of such unit receives a certification in recordable form acceptable to the Authority or its successors or assigns that the prospective purchaser(s)is(are)an individual who is a Qualified Person. The Authority or its successors or assigns shall designate a party to issue such a certification and shall notify the common interest community,from time to time,of the identity of such party. A unit may not be conveyed pursuant to a time-sharing plan as defined in Chapter 734b of the Connecticut General Statutes. 2. In the event-of substantial destruction or condemnation of the Development, as determined by the Authority in its sole discretion,which destruction is not rebuilt or corrected for any reason,then the Declarant shall have the right to request, and the Authority may, so long as it has not delivered any applicable insurance proceeds to the Declarant, release and waive the Declarant and the Property from the terms, restrictions and conditions contained herein. Upon such destruction or condemnation,the Authority, or its successors, or its assigns, shall execute appropriate documents for the Declarant, its successors or assigns to record on the land records for the city or town where the Development is located rescinding the restrictions contained herein, if the Authority, in its sole discretion, elects to so release and waive the Declarant and Property from the terms, restrictions and conditions contained herein. If the Authority delivers said insurance proceeds to the Declarant, and the Declarant is required to repair or reconstruct the Development pursuant to the terms of the Authority Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 6 Mortgage, then this Agreement and the restrictions and covenants contained herein shall remain in full force and effect. 3. As required by the Authority, in every Fiscal Year during the longest of the Compliance Period and the Extended Use Period or until the Authority Mortgage has been released, Declarant shall deliver to the Authority, in a form accepted by the Authority, a certificate setting forth the percentage of units at the Development occupied by individuals or families who are Qualified Persons. The Authority shall have the right to observe the Declarant's records regarding tenants and tenant selection policy for the Development at any time, and to request and receive any information, documentation,or other confirmation that Declarant's tenant selection policy complies with the requirements of the Authority. 4. To the extent necessary to comply with the Act, the Authority's Procedures, including, but not limited to, the Qualified Allocation Plan and Application Process Procedures, the Code and the Regulations, the Authority shall have the right to take any and all actions which it deems appropriate,to rent any unleased or vacant dwelling unit in the Development (if the Development is used for rental units), including without limitation thereof the right to the appointment of a receiver to enter upon and take possession of the Property, to enter into tenant leases, to collect all rents, revenues, issues, income, products and profits thereof and apply the same as the court may direct or to seek any remedy available or necessary for the enforcement of the covenants and restrictions herein. The receiver shall have the rights and powers permitted under the laws of the State and such other powers as the court making such appointment shall confer. 4. APPLICABLE PERIOD This Agreement shall continue in full force and effect throughout the longest of the applicable periods to enable the Authority and its successors and assigns to enforce compliance by Declarant with the covenants, terms and conditions of the Mortgage Loan and of this Agreement. The covenants and restrictions of the Declarant herein set forth are intended to be and shall be considered covenants which run with the land and shall bind all subsequent owners of such land, except to the extent herein provided. The Authority and the Declarant hereby declare their understanding and intent that the burden of the covenants set forth herein touch and concern the land by enhancing and increasing the enjoyment and use of the Development by low and moderate income persons, the intended beneficiaries of such covenants. The covenants of the Declarant set forth herein are enforceable by the Authority as a contract beneficiary whether or not the Declarant is or remains indebted to the Authority,except to the extent herein provided. 5. CONTROLLING EFFECT Declarant warrants to the Authority that it shall not execute other declarations or agreements with provisions contradictory, or in opposition to, the provisions hereof and that in any event the requirements of this Agreement are paramount and controlling as to the rights and obligations set forth herein and shall supersede any other requirements in conflict therewith. 6. BINDING EFFECT This Agreement shall be binding upon the parties hereto and their respective successors and assigns, as their interests may appear, except that a foreclosing mortgagee, other foreclosing lien holder, or other owner of the equity, a trustee in bankruptcy or heir of any owner shall be exempt from the Declarant's covenants contained in this Agreement, until such time as the foreclosed upon property, or property held by a trustee in bankruptcy, or property taken by devise, is sold, leased or otherwise conveyed, at which time such sale, lease, or conveyance shall be subject to the covenants and restrictions herein. Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 7 7. SURVIVAL The covenants of the Declarant set forth herein shall survive a sale, transfer, or other disposition of all or part of,or any interest in,the Development by the Declarant, but shall cease to apply to the Development in the event of involuntary noncompliance caused by fire or other casualty, even though compensated by insurance, government seizute, requisition, change in a federal law or an action of a State or federal government which'prevents the Authority from enforcing the requirements herein. The covenants of the Declarant shall also survive a foreclosure if, as a result of such event, at any time during the Extended Use Period the Declarant or a related person (as defined in Section 1.103-10(e)of the Regulations)obtains an ownership interest in the Development. 8. SUBSEQUENT ACTIONS Declarant shall file or record such documents and take such other steps as are necessary in order to ensure that the requirements and restrictions of this Agreement shall be binding upon all owners and/or lessees of the Development. 9. TRANSFERS Declarant shall include the requirements and restrictions contained in this Agreement in any instrument(s)assigning or transferring any interest in the Development to another person so that such transferee has notice of, and is bound by, such restrictions, and to obtain the agreement from any transferee to be bound by and comply with the requirements set forth in this Agreement. Declarant shall also provide a copy of such instrument(s)to the Authority promptly. 10. REMEDIES Upon the occurrence of an Event of Default, as defined in the Mortgage, the Authority shall have the right to accelerate the Mortgage Loan (if the Declarant is then indebted to the Authority), to pursue its remedies under the Mortgage Loan Documents, to maintain an action or actions in law or in equity against the Declarant, to recover the damages incurred by the Authority from such failure, to require the Declarant (through injunctive relief or specific performance)to comply with the provisions and covenants set forth herein, and to immediately(at the expense of Declarant) cure any failure to comply with the covenants set forth herein. 11. CODE REQUIREMENTS The Declarant acknowledges that this Agreement is based, in part, upon the Code and the Regulations as they exist on the date hereof and that the Code and the Regulations may be subsequently modified or interpreted by the Federal government or the courts in a manner which the Authority believes is inconsistent with the covenants set forth herein. The Declarant shall comply with any additional covenant(s)and restriction(s) which the Authority believes, upon advice of counsel to the Authority, is or are necessary to comply with the Code and the Regulations and which is or are communicated in writing to the Declarant, even though such covenant(s) or restriction(s) is(are) not a part of this Agreement as originally executed; provided, however, that if counsel for the Declarant disagrees with the advice of counsel for the Authority, Declarant shall have the right at its own expense to proceed with obtaining a favorable ruling from the Internal Revenue Service or such court interpretation which Declarant deems advisable and in its best interest, and the Authority shall cooperate fully with Declarant in this connection, so long as Declarant bears the Authority's expenses in obtaining such ruling or decision. In such event, such additional covenant or restriction shall be considered a material part of this Agreement as if it had been originally included herein. Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 8 12. RECORDING The Declarant shall cause this Agreement and all amendments and supplements hereto and thereto,to be recorded and filed in the conveyance and real property records of the town in which the Property is located and in such other places as the Authority may reasonably request. The Declarant shall pay all fees and charges incurred in connection with any such recording. 13. COMPLIANCE MONITORING Declarant hereby covenants and agrees to execute, file, and provide any and all information, documentation, or verification required by the federal government or the Authority regarding the covenants and agreements contained herein. Declarant shall pay the Authority's fees as from time to time determined by the Authority for its compliance monitoring duties. 14. INVALIDITY The invalidity of any clause, part or provision of this Agreement shall not affect the validity of the remaining portions thereof. 15. GOVERNING LAW This Agreement shall be governed by and construed in accordance with the laws of the State of Connecticut,except to the extent superseded by Federal law. 16. COUNTERPARTS This Agreement may be executed in counterparts, each of which shall be deemed an original, but all of which,when taken together,shall constitute the same Agreement. 17. NOTICES Unless otherwise provided for herein, all notices and communications required or permitted hereunder shall be sent to the respective parties' addresses on page 1 hereof, in writing, and shall be deemed to have been duly given (a) when sent, if sent by registered or certified mail (return receipt requested, postage prepaid), (b) when delivered, if delivered personally, (c) when transmitted, if sent by facsimile and a confirmation of transmission is produced by the sending machine, or (d) when sent, if sent by overnight mail or overnight courier, in each case with a copy (which shall not constitute notice)to the Authority's General Counsel at the above address. Any notice of any kind sent hereunder to any parry shall simultaneously be sent to each and every other party hereto. Any notice required hereunder may be waived in writing by the party entitled to receive such notice. Failure or delay in delivering copies of any notice, demand, request,consent,acceptance,declaration or other communication within any corporation or firm to the persons designated to receive copies shall in no way adversely affect the effectiveness of such notice, demand, request, consent, acceptance, declaration or other communication. Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 9 False statements made herein are punishable under the penalty for false statement set out in C.G.S.Section 53a-157b. IN WITNESS WHEREOF,the parties hereto have set their hands and seals as of the day and year first above written. Signed, Sealed and Delivered WATSON FARM ASSOCIATES in the Presence of: LIMITED PARTNERSHIP BY: WATSON FARM GP, LLC c�+��¢•vE,r' Geoffre W. ager Managing ember CONNECTICUT HOUSING FINANCE AUTHORITY Debt:d4'1 tA' Gary E,Wng President-Executive Director STATE OF CONNECTICUT ) ss: ROCKY HILL May 29 ,2002 COUNTY OF HARTFORD ) Personally appeared, Geoffrey W. Sager, Managing Member of WATSON FARM GP, LLC, General Partner of WATSON FARM ASSOCIATES LIMITED PARTNERSHIP,a Connecticut Limited Partnership, as aforesaid Signer and Sealer of the foregoing Instrument and acknowledged the same to be his free act and deed as Managing Member of WATSON FARM GP, LLC, General Partner of WATSON FARM ASSOCIATES LIMITED PARTNERSHIP, and that said instrument was signed on behalf of and with the authority of said Limited Partnershi , before me. Commissioner of the Superior Court No t� 18 STATE OF CONNECTICUT ) ) ss: ROCKY HILL May 2002 COUNTY OF HARTFORD ) Personally appeared, GARY E. KING, President-Executive Director of the CONNECTICUT HOUSING FINANCE AUTHORITY, duly authorized as aforesaid Signer and Sealer of the foregoing Instrument and acknowledged the same to be his free act and deed and the free act and deed of said Authority, on behalf of said Authority, before me. ri0r-GMA Notary Public LORRAINE G.CARISE® NOTARY PUBLIC MY COMMISSION EXPIRES MAR.31,2007 Connecticut Housing Finance Authority 999 West Street Rocky Hill, Connecticut 06067 10 EXHIBIT A A certain piece or parcel of land situated in the Town of South Windsor, County of Hartford and State of Connecticut shown on a map or plan entitled "Perimeter Survey ALTA/ACSM Survey Resurvey Prepared For: Watson Farm Deming Street South Windsor, Connecticut Date: 5/7/02, Revised to 5/8/02 scale 1 inch =40 ft., prepared by Design Professionals, Inc.", which map or plan is to be filed in the office of the South Windsor Town Clerk and which piece or parcel of land is more particularly described as follows: Beginning at a CHD monument on the north side of Deming Street;thence S 69'-10'-44"E along the north side of Deming Street, a distance of 66.91 feet to an iron pin; thence N 180- 32'- 21" E, along property know or formerly of Porter's Share, a distance of 711.14 feet to a point; thence N 660- 02'- 22" W, along property now or formerly of Walter G. & Evelyn L. Foster, a distance of 200.00 feet to a concrete monument; thence N 650- 56'- 25"W, along property now or formerly of said Walter G. & Evelyn L. Foster, a distance of 496.28 feet to a point;thence S 050-32'-02" E, along property now or formerly of South Windsor Housing Authority, a distance of 843.34 feet to a point;thence S 700-25'- 15" E, along the northerly side of Deming Street, a distance of 282.27 feet to a CHD monument being the point and place of beginning. ConnecticuarNdousk,Finance Authority 999 West Street Rocky Hill, Connecticut 06067 518102 2:16 PM South • • Planning Department Memo To: Peter DeMallie, Design Professionals, Inc. From: Marcia A. Banach,Director of Planning Date: 05/31/02 Re: Berry Farm Senior Housing—Planning Dept. Review Comments 1. Regulations do not allow pavement in buffer(access road only) 2. Frontage requirement: 100' with additional 200' setback. Please show calculation and dimension additional setback on plan(as was done with Pleasant Meadow SRD) 1540 Sullivan Avenue,South Windsor,CT 06074 PH 860-644-2511,ext.253 Fax 860-644-7280 e-mail banach(a)-southwindsor.org 0 Page 1 u.. 3 Marcia ------------------------ Banach Berry Farm Traffic ,. � .,,,.,�,. Pale 1 From: Marcia Banach To: Design Professionals Inc. Date: 6/3/02 2:37PM Subject: Berry Farm Traffic Message for Peter: We received the traffic reports from Fuss&O'Neill. Missing from the report is the 24-hour ADT for Oakland Road. Please have your traffic engineer provide this information so that we have a complete picture of the roadway traffic. Thank you. Sgt Field &Jeff Doolittle may have additional comments when they have reviewed the report. Marcia Ianach Ber Farm Traffic Report Page 1 From: Marcia Banach To: Design Professionals Inc. Date: 6/3/02 3:08PM Subject: Berry Farm Traffic Report Message for Peter: Section B, Figures 2-11, in the title block, identify the location as New Park Avenue, South Windsor.Also, during the Watson Farm hearing, the Commission expressed dissatisfaction that the traffic report had no name/signature within it, no identification of who actually did the report. This traffic report is the same. MEMORANDUM To: Marcia Banach, Director of Planning From: Jeffrey B. Doolittle, P.E., Town Engineer Date: 6/5/02 RE: App 02-22P, Berry Farm Site Development Plan I have reviewed the revised plans (dated 5/16/02)for the Berry Farm Site Development Plan. I have the following comments about these plans. Please call me(x 245) if you have any questions. 1. The sanitary sewer line should be kept under the entrance drive and out of the median island. The sewer line under the median would interfere with proposed landscaping. 2. The retaining walls and stone walls along the driveways need to have abutments and/or guard rails to help prevent vehicles from going over them. I 3. A 4 foot fence needs to be installed along the top of all retaining or stone walls with a drop over 4 feet on either side,to help prevent people from falling off these walls. 4. The sidewalks should be moved away from the driveways and parking areas to provide at least a 4 foot snow shelf along the driveways and a 2-3 foot shelf for car bumpers by the parking areas. 5. The sidewalks need to be designed so the grades are less than 8% (ADA requirement). 6. Continuous stone walls between buildings 1, 2, 3, and 4 on the south side would help alleviate some of the grading problems with the sidewalks. 7. The three drainage pipes from the three catch basins on the south side to the yard drains between the buildings are very steep and should be Class V RCP as shown. Suggest these pipe slopes be reduced by making the uphill catch basins deeper. 8. A walk is needed to the community building from the sidewalk. 9. The driveway profiles should be adjusted to reduce the steep slopes (7 or 8%) and reduce or eliminate the frequent changes in slope. Changes in slope (up and down) need to be separated by at least 100 feet. 10. No parking spaces should be installed where the steep driveway slopes are located. 11. Moving the driveways around the buildings further away from these buildings will help to reduce the grades and provide more space for grass buffer areas and sidewalks. This site is very tight as proposed and I believe it would be very beneficial to provide more space between the pavement and the buildings and between each of the buildings. 12. 1 did not see any fire hydrants on these plans. 13. Show electric, cable, telephone, and gas utilties RECEIVED 14. 1 will call the Engineer with questions about the drainage report and design JUN 7 2002 SOUTH WINDSOR PLANNING DEPT. MichelQ U e Berry Farms Pa e 1 From: Sgt. Tom Field To: Marcia Banach Date: 6/7/02 2:17PM Subject: Berry Farms The BACKGROUND TRAFFIC did not include the presence of the STOP &SHOP that is being constructed at this time. I believe that the traffic counts for the future are not correct. With the development of Evergreen Walk and Stop &Shop I don't see how the LOS of the traffic signal @ Oakland Road and Felt Road/Felt Road Extension can stay at LOS'A'during peak hours. I believe that the added traffic counts for the Stop &Shop must be added. I would recommend that at the traffic control signal on Oakland Road @ Felt Road Extension there be a left turn lane to enter the Berry Farms Community. Sgt.Thomas Field Traffic manager South Windsor Police Services 860-648-6211 CC: Gary Tyler; Gerry Lewis; Jeff Doolittle; Michele Lipe JUN. 7.2002 8:14AM FUSS & O'NEILL N0.770 P.1 7 Q Fuss & O'Neill hic. opnsultingE'nganeers Other Offices., 146 Hartford Road Trumbull, Connecticut Manchester, CT 06040-5921 West Springfield, Massachusetts TEL 86o 646-2469 FAX 860 643-6313 INTERNET:www.FandO.com Providence, Rhode Island FAX TRANSMITTAL SHEET This facsimile and the information it contains are intended to be a confidential communication only to the person or entity to which it is addressed. If you have received this facsimile in error, please notify us by telephone and return the original fax to this office by mail. DATE: June 7, 2002 TO: Marcia Banach JUN 6 2002 COMPANY: Town Planner SOUTH WINOSORPLANNiNGDEpT. FAX NO.: (860) 644-7280 FROM: Kristen Platt JOB NO.: Berry Farms RE: Response to Town Comments NO. OF PAGES: 12 (includes cover sheet) COMMENTS: CC: Peter Demalle 291-8757 P as � G:1P971971461a701kepO60702fax.doc JUN. 7.2002 8:14AM FUSS & O'NEILL N0.770 P.2 oukiand Avenue (Route 30) TsaffiC Data Solutionor LLC 400 feet northwest of Felt Road 'Vernoft, CT BitC Code : 000000111701 South wi,rdsor, CT (160) 533-8435 Qtart Date: 11/17/2001 File Y.D. D:ITRAFFIC DA Southeaecbound Pacre 1 Beq n - - - 26- 1- - - 46- S1- - 61- fi - TimC Total 15 20 25 30 35 40 45 50 55 60 65 70 75 999 12:00 x R 01:00 02:00 03:00 * * * w W * * + * x W W x 04.00 w W x * * W * x * W * * r x x 05:00 W * * + x R * W x R W 06:00 07:00 * MAO W * * * W W r a W * * W * x 09:00 10:00 * W W * * i w x x * • 1i:00 12:00 pm 01.00 02.00 * W w * w W * r W x * W 03:00 • + * * W W x x . W * * W x x 04:00 R x * w W * x w 05:00 307 0 0 0 4 13 10B 130 45 5 2 0 0 0 0 06.00 311 0 0 0 0 18 129 134 27 2 0 1 0 0 0 07.00 227 0 0 0 0 13 61 119 31 3 0 0 0 0 0 09:06 111 0 0 0 0 1 56 93 25 4 2 0 0 0 0 09:00 137 0 0 0 0 4 25 70 29 1 2 1 0 0 0 10400 104 0 0 0 2 3 22 46 24 4 1 0 0 0 0 11:00 84 0 0 0 0 2 11 46 19 4 2 0 0 0 0 Day Totals 1 Sl * x 6 54 412 4 9 9 12:00 11/18 53 0 0 0 0 3 9 21 15 3 1 1 0 0 0 01:00 21 0 0 0 1 0 5 7 5 2 0 1 0 0 0 02.00 18 0 0 0 0 0 4 6 7 0 1 0 Q 0 0 03:00 16 0 0 0 0 0 3 6 7 0 0 0 0 0 0 04:00 15 0 0 0 1 1 $ 1 1 0 0 0 0 0 0 05:00 20 0 0 0 Q 1 6 8 2 3 0 0 0 0 0 06:00 42 l 0 0 0 0 14 18 8 1 0 0 0 0 0 07:00 77 0 0 0 0 2 17 31 20 7 0 0 0 0 0 00.00 ISO 0 0 0 0 3 28 71 43 3 2 0 0 0 0 09:00 193 0 0 1 0 1 29 104 52 6 0 0 0 0 0 10.00 281 0 0 0 0 8 50 133 79 9 2 0 0 0 0 11:00 303 0 0 0 2 2 45 14B 84 20 2 0 0 0 0 12:00 pm 398 0 0 4 2 0 74 191 112 14 1 0 0 0 0 01:00 318 0 0 0 2 3 53 173. 79 7 1 0 0 0 0 02.00 342 0 0 1 1 $ 41 178 99 17 1 0 0 0 O 03:00 292 0 0 0 0 3 53 141 76 13 4 0 0 0 0 04.00 349 0 0 0 1 11 64 181 79 10 2 0 0 0 0 05:00 266 1 0 0 1 7 69 127 56 3 0 0 0 0 2 06:00 ISO 0 0 0 0 4 46 B1 45 8 1 0 0 0 0 07.00 172 0 0 0 0 4 52 55 25 6 0 0 0 0 0 06.00 1115 0 0 0 1 6 26 46 31 4 1 0 0 0 0 09:00 56 0 0 0 1 2 11 25 13 4 0 0 0 0 0 10:00 41 0 0 0 0 2 12 16 1 3 1 0 0 0 0 11.00 26 0 0 0 0 0 1 11 5 3 0 0 0 0 0 Dey Tora s d•/S 13 9 4 146 * x JUN. 7.2002 8:14AM FUSS & O'NEILL N0.770 P.3 Oa)cland Avenue (Route 30) TragSic Data Solutxone, LLC Sits code : 000000111101 400 feet northwest of felt Road ylernOlS, CT 5tcLxt Date: 11/17/2001 South windsor, CT (960) 533-8435 File I.D. D:\TRAtVTC DAi SouthOas'kbound Pe , 5 1- 41- 6- 5 - 6- - fib- - 36- Begin Time Total 1s 0 20 25 30 35 40 15 50 55 6I 65 70 75 8 12: 5 p 1 1 2 9 6 9 1 1 0 0 01:00 32 0 0 0 7 7 2 2 0 0 0 2 02:00 26 0 0 G 0 0 0 1 3 2 0 0 0 0 0 03.00 4 0 0 p 1 0 0 2 1 0 0 0 0 0 0 04:00 15 0 0 0 0 0 1 6 5 2 0 1 0 0 0 05:00 29 0 0 0 0 0 2 6 14 7 0 0 0 0 0 06;00 0 0 0 0 2 14 22 15 5 1 0 0 0 07 60 0 00 0 0 p 4 31 55 25 10 1 1 0 13 0800 141 1 0 p 0 p 4 52 66 Be 10 1 0 0 6 0900 277 3 1 0 0 0 0 0 6 45 135 70 14 l 0 0 2 1000 7 0 2 1d 56 133 75 19 4 0 0 26 1100 330 1 0 0 0 0 0 2 S 60 127 97 24 5 2 0 20 01:00 pm 335 0 3 1 01:00 328 6 0 0 0 2 11 50 130 82 25 5 1 0 9 oa:oo Grand Total 38d36 226 40 26 88 493 3039 11400 14212 6050 1493 260 45 11 1013 $peed 15 Statistic!.th percentile apo0d 41 MPH Median Speed (50th percentile): 46 MPH Average Speed - A11 VChiCles 49 MPH 65th Percentile57 MPH Speed 52 M 95th Percentile Speed A 10 MPH Pace speed d1-50 MPH Number 0Z� Vehicles in Pace . 25672 Percent 01 VehiclsS in Pace 66,9822 Number CS vehicles > 55 MPH Percent of Vehicles > 55 MPB: 7.36% JUN. 7.2002 8:15AM FUSS & O'NEILL N0.770 PA oaklOnd Avenue (Route 30) Traffic Data 6olueions, LLC 10Q feet southeast of Pelt Road Voroot, CT Site Code : 000000111702 South Windsor, CT (860) 533-8435 star yDato: 11/17/2001 FilenorthWo3'tbound Ea e 1 o4xn 1 - 1- 41- ^ 51- 56- 6fi- - 7 - Tixne Total 15 20 25 30 35 90 d 50 55 60 69 70 75 999 �� 11 1 x 01i00 } W * w * x + w * x •b k +v x 02.00 * * w * W y x W w * + 03:00 a } x + 04:00 05:00 + * W * W + * x W x W w + 06:00 W x W b } x x w W x W x 07:00 x x 09.00 * a w W x W M1 * a x 10:00 11:00 * * * * * x W x w + x W * a 12:00 pm * * y * W * W x b x x x W x 01:00 02:00 03.00 * x * W * + x w a + t x 04-00 * W x w * * x + x x * x * x 06:00 * y * F + x x * x x W x 09:00 333 0 0 0 7 27 117 126 44 e a 0 0 0 0 07:00 241 0 0 0 0 2 46 122 64 11 2 0 0 0 0 08.00 190 0 0 0 0 9 43 $5 48 a 1 0 0 0 0 09.00 149 0 0 0 1 4 37 70 32 5 0 0 0 0 0 10:00 96 0 0 1 0 3 19 29 36 6 2 0 0 0 0 11.00 75 0 0 0 0 0 11 36 18 5 3 0 0 0 0 Day Torala 090 * B J 2 .3 242 12 W 12:00 11/18 62 0 0 0 1 5 21 15 1 4 3 0 0 0 0 01:00 22 0 0 0 0 0 5 9 6 0 1 0 0 0 0 02:00 20 0 0 03.00 11 0 0 0 Q 0 3 3 5 0 0 0 6 0 0 04:00 9 0 0 0 0 0 3 5 1 0 0 0 0 0 0 05:00 32 1 0 0 0 1 6 10 8 4 0 0 0 0 0 06:00 35 0 0 0 0 1 9 24 18 1 2 0 0 0 0 07.00 DO 0 0 Q 0 1 14 37 25 9 2 1 0 0 0 08.00 126 0 0 0 0 0 16 59 $8 12 1 0 0 0 0 09:00 230 0 0 0 0 0 26 115 75 11 1 0 0 0 0 10:00 235 0 0 0 6 14 45 95 61 12 2 0 0 0 0 11:00 283 1 0 1 0 3 47 151 69 11 0 0 0 0 0 12.00 pm 317 0 0 1 3 6 89 136 91 21 0 0 0 0 0 01:00 315 0 0 0 0 6 28 160 101 15 5 0 0 0 0 02100 536 0 0 0 3 14 67 161 74 16 z 0 0 0 0 03:00 377 2 0 1 0 5 15 191 90 10 2 0 0 0 1 04:00 345 1 0 0 0 30 104 151 52 7 0 0 0 0 0 05:00 327 0 0 0 0 11 101 153 56 6 0 0 0 0 0 06:00 262 0 0 0 2 3 55 133 63 6 0 0 0 0 0 p7:00 216 0 0 0 1 5 55 99 50 5 1 0 0 0 0 08:00 114 0 0 0 0 3 18 50 36 5 2 0 0 0 0 09.00 78 0 0 0 0 0 11 32 31 2 2 0 0 0 0 10.00 55 0 0 0 0 2 14 15 14 7 3 0 0 0 0 11:00 fl0 0 0 0 0 0 d 14 16 6 0 0 0 0 0 Day To a1s 5 3 111 102 17] 1 * x 1 JUN. 7.2002 8:15AN FUSS & O'NEILL N0.770 P.5 Oakla,:+4 Avenue (Route 30) Traffic flata Solvtiona, LLG site Code : 000000111702 100 feet southeast of Felt Road Vernon, CT Start Date, 11/17/2001 South Windsor, CT (8601 533-8435 Fife I.D- 111702S porthwestbo=d Page 2 Begin 16- 1- 6- - T3mc Total 15 20 25 30O 35 90 d5 50 53 60 60 700 75 9990 12 1 17 0 0 01:00 15 0 0 0 0 0 1 6 6 2 0 0 0 02:00 9 0 0 0 0 0 0 3 3 2 ] 0 0 0 0 03:00 15 0 0 0 0 0 4 6 4 1 0 0 0 0 0 04.00 45 0 0 0 0 0 9 16 16 2 2 0 0 0 0 06 0 00 97 1 461 0 0 0 0 0 0 6 5 46 153 56 17 1 0 0 0 0 07:00 67 0 :00 26 75 227 10$ 23 2 0 0 0 0 08100 367 0 1 1 4 5 78 199 19 9 0 0 1 0 0 09:00 284 0 0 0 1 4 39 148 74 16 2 0 0 0 0 11:00 357 0 0 0 0 6' 89 155 91 14 2 0 0 0 0 12:00 pm 420 0 0 1 0 7 87 200 105 16 4 0 0 0 0 01:00 364 0 0 0 6 7 62 146 127 14 1 1 0 0 0 02:00 432 0 0 0 2 57 92 202 90 8 1 0 0 0 0 09:00 456 2 3 2 5 13 74 222 lid 19 1 1 0 0 0 04:00 477 0 0 2 1 14 90 247 115 8 0 0 0 0 0 05:00 492 0 0 0 0 2.3 ISO 226 82 17 3 1 0 0 0 06:00 360 0 0 1 3 9 76 113 B6 6 3 1 0 0 0 07.00 271 0 0 0 0 0 43 146 71 10 1 0 0 0 0 06:00 202 1 0 0 1 3 21 96 65 12 3 0 0 0 0 09:00 11$ 0 0 0 0 0 17 60 26 S 4 1 0 0 0 10:00 86 0 0 0 0 0 7 32 34 11 2 0 0 O 0 11:00 44 0 0 0 0 0 $ 14 lfi 5 0 1 1 0 0 �iay Tota s 944 5 3 7 1 4 2 45 la 243 12:00 11/20 20 0 0 0 0 0 3 6 6 2 0 1 0 0 0 0a,.00 zo 0 0 0 0 0 1 e e 0 0 0 0 0 02-00 li 0 0 1 0 0 1 2 4 03:00 19 0 0 0 0 1 3 4 9 2 0 0 0 0 0 04:00 45 0 0 0 0 0 6 ZO 1d 1 4 0 0 0 0 06.00 106 0 0 0 0 1 23 56 16 B 0 0 0 0 0 06.00 296 0 0 0 0 11 95 142 42 5 1 0 0 0 0 07:00 52S 0 0 0 11 51 219 227 31 7 0 0 0 0 0 08:00 411 0 0 5 4 11 133 192 59 8 0 0 0 0 0 09:00 292 0 0 0 0 14 83 119 61 15 0 0 0 0 0 10:00 318 0 0 0 2 20 77 143 67 8 1 0 0 0 0 11:00 365 1 0 0 3 6 70 177 91 16 1 0 0 0 0 72:00 pm 3$7 0 0 0 1 6 72 179 105 23 1 0 0 0 0 01:00 412 1 2 2 4 16 121 1$0 71 13 0 2 0 0 0 02:00 435 1 2 5 1 11 116 10d 86 12 1 0 0 0 0 03:00 447 2 1 3 10 16 106 187 93 22 1 0 0 0 0 04.00 515 4 0 3 5 9 iS8 244 BO 10 1 0 0 0 1 05:00 460 0 0 3 5 15 136 220 95 11 1 0 0 0 0 06:00 436 0 0 0 0 6 BB 236 90 12 2 0 0 0 0 07:00 52Z 0 0 0 1 6 56 159 e1 14 4 0 0 0 0 08:00 220 0 0 0 0 2 36 96 68 16 2 0 0 0 0 09:00 142 0 0 0 1 2 17 74 39 B 1 0 0 0 0 10:00 90 0 0 0 0 1 6 34 52 13 3 1 0 0 0 11=00 61 0 0 0 0 1 d 27 29 7 3 1 0 0 0 y ay Tota S 22 195 9 2s22 9 / 5 y JUN. 7.2002 8:15AM FUSS & O'NEILL N0.770 P.6 Oakland Ay*=e (Rout(31 30) TFa1'fio Data Solutions, LLC Site 'Code : 000000111702 100 feet southeast of Felt Road var5on, CT South windeor, CT (860) 533-8435 start Date: 1 FS.le Y.D. ; 111702S001 11702S norbhwesubound Pa e 3 Beq n ' 16- 21- - - 31- - a1- 4 - - 5 - 61- - - 76- Time Torsi 15 20 25 300 355 40 45 50 55 60 65 70 750 .999 127 /21 0 0 3 17 0 0 0 4 6 4 0 0 0 0 0 01700 02:00 12 0 0 0 1 2 3 0 5 1 0 0 0 0 0 24 0 0 0 0 0 2 8 9 4 1 0 0 0 0 04:00 47 1 0 0 0 0 7 18 17 2 1 0 1 0 0 05.00 ill 0 0 0 0 2 15 40 44 9 0 1 0 0 0 0 :00 0 0 0 0 3 46 121 89 19 2 0 0 0 0 07 462:00 fl62 0 0 0 2 13 74 219 131 19 4 0 0 0 0 08:00 412 5 0 0 0 18 95 187 90 1S 2 0 0 D 0 09.00 179 0 0 1 1 11 59 173 104 26 4 0 0 0 0 10:00 349 0 0 1 4 6 43 156 707 31 1 0 0 0 0 11:00 447 6 0 0 0 6 46 225 ld4 20 5 0 1 0 0 12:00 pm 422 2 2 1 1 10 59 209 107 25 6 0 0 0 0 01=00 511 0 0 p 2 22 94 245 128 22 3 1 0 0 0 02:00 52929 2 0 0 0 11 117 25B 112 24 5 0 0 0 0 03.00 490 2 2 3 3 16 124 22e 90 20 3 1 0 0 1 04:00 558 0 1 5 4 17 123. 257 129 14 0 0 0 0 0 0 l 26 154 244 60 16 1 0 0 1 0 06.00 363 0 0 0 0 4 47 185 103 20 4 0 0 0 0 07:00 269 1 0 0 0 1 37 120 84 21 S 0 0 0 0 0800 216 0 0 0 2 1 26 09 75 19 2 2 0 0 0 09:00 160 0 0 0 0 1 25 78 49 10 4 1 0 0 0 10:00 122 0 0 0 0 0 0 30 52 9 3 0 0 0 0 11:00 740 0 0 0 0 7 31 27 8 0 0 1 0 0 x -Day Total s 6821 3 5 11 170 25 315 6 61 5 7 12:00 11/22 53 0 0 0 0 0 6 23 16 3 3 0 0 0 0 01.00 30 0 0 3, 0 1 3 11 8 5 1 0 0 0 b 02;00 10 0 0 0 0 0 0 4 5 0 1 0 0 0 0 03;00 11 0 0 0 0 0 2 4 3 1 1 0 0 0 0 04.00 20 1 0 0 0 0 4 8 6 0 0 1 0 0 0 05.00 14 0 0 0 0 0 2 6 2 2 0 1 0 1 0 06;00 28 0 0 0 0 2 3 6 7 5 2 0 0 0 0 07:00 54 0 0 i 0 0 1 17 14 12 2 1 0 0 0 70 1 0 0 0 0 1 25 23 10 4 0 0 0 0 OB:00 09:00 146 0 0 0 0 0 7 66 46 20 5 0 0 0 0 10:00 164 0 o 0 9 2 336 0 33 162 107 21 9 0 0 0 0 11:00 336 12:00 pm 352 0 0 1 1 B 53 135 125 24 5 0 0 0 0 01:00 269 0 0 0 0 0 25 113 104 22 5 0 0 0 0 02:00 202 0 0 0 1 3 15 76 74 27 6 0 0 0 0 03.00 150 0 0 0 0 0 16 46 66 17 4 1 0 0 0 04:00 169 0 0 0 0 6 30 72 45 12 4 0 0 0 0 05:00 165 0 1 0 0 5 33 74 38 11 3 0 0 0 0 06:00 171 0 0 0 1 7 26 91 41 4 1 0 0 0 0 07:00 167 2 0 0 0 5 25 81 40 10 4 0 0 0 0 08100 132 0 0 0 0 3 23 49 42 11 4 0 0 0 0 09:00 95 0 0 0 0 0 15 40 35 4 1 0 0 0 0 10.00 53 0 0 0 0 0 9 17 22 5 0 0 0 0 0 11:00 40 1 0 0 0 40 362 1 15 191 919 3 70 a 4 0 0 �0 Pay Tot s 5 JUN. 7.2002 8:15AM FUSS & O'NEILL N0.770 P.7 08kland Avenue (Route 30) Traffic Data Solutiorse, LLC Site Cooe : 000000111702 d Vernon, CT feet 9ourheast of Felt Road r Dace: 11/17/2001 S00 (860) 533-8435 start South windaor, CT p4.le I.D. 1117028 norrhwestbouftd Pa e 4 - Beg n 0. - 1- 26- 36� - 4 61- - - 6- Timo Total 15 20 25 30 35 40 45 54 55 60 658 70 75 999 -13- 01,00 1 18 0 0 0 0 1 1 9 9 0 1 0 0 0 0 02:00 4 0 0 0 0 0 0 3 1 0 0 0 0 0 0 03:00 11 1 0 0 0 0 0 4 3 1 1 1 0 0 0 04:00 32 0 0 0 0 0 2 11 14 2 2 1 0 0 0 05;00 46 0 0 0 0 1 7 18 17 3 0 0 0 0 0 06:00 128 0 0 0 0 3 7 60 42 12 4 0 0 0 4 07:00 164 0 0 0 0 3 11 61 66 19 2 2 0 0 0 OB:00 231 0 0 6 0 2 26 92 90 17 4 0 0 0 0 09:00 219 0 0 0 0 0 39 156 91 24 7 1 0 0 0 11:00 411 1 0 0 1 11 59 190 121 23 4 2 0 0 0 12:00 pin 400 0 0 0 0 5 55 152 147 35 3 0 0 0 0 01:00 427 0 0 0 1 2 61 187 150 21 4 1 0 0 0 02:00 410 1 0 3 0 B 44 1" 134 28 4 0 1 0 0 03:00 398 2 0 1 2 7 65 176 122 17 3 0 0 0 0 04:00 384 0 0 1 3 23 59 169 108 17 3 1 0 0 0 05:00 353 0 0 0 0 4 37 06:00 294 0 0 0 0 138 87 22 5 1 0 0 0 07:00 232 2 0 0 0 5 44 104 61 15 0 1 0 0 0 08:00 185 0 0 0 0 0 21 84 59 ld 5 2 0 0 0 09;00 150 0 0 0 0 0 10 64 60 13 1 2 0 0 0 10:00 103 1 0 0 0 1 12 3B 31 17 3 0 0 0 0 II.-Go 74 0 0 0 0 0 2 27 31 10 3 1 0 0 0 ax Tots a 51 0 x 7 86736 22152 im 53i 16 1 12:00 11/24 47 0 0 0 0 1 6 13 19 6 2 0 0 0 0 01:00 41 0 0 0 0 0 6 11 17 5 1 1 0 0 0 02100 20 0 0 0 0 0 2 B 9 1 0 0 0 0 0 03:00 13 0 0 0 0 0 0 8 5 0 0 0 0 0 0 04:00 22 0 0 0 0 11 2 6 9 4 0 0 0 0 0 OS:OD 31 0 0 0 0 0 1 9 13 6 2 0 0 0 0 06:00 62 0 0 0 1 1 5 22 20 9 3 1 0 0 0 07:00 93 1 0 0 1 4 7 35 37 7 1 0 0 0 0 08:00 177 0 0 0 1 7 27 60 46 14 2 0 0 0 0 09:00 228 1 0 0 1 3 54 97 64 5 3 0 0 0 0 10:00 288 0 0 0 0 19 71 111 69 16 1 0 0 0 0 11:00 335 2 0 1 2 9 75 151 77 17 1 0 0 0 0 12:00 pnt 398 0 0 0 0 8 94 195 91 10 0 0 0 0 0 01:00 343 0 0 0 0 8 73 172 71 13 4 2 0 0 0 02100 360 0 0 0 0 9 76 190 69 13 1 0 0 0 0 03:00 372 1 0 0 0 6 78 174 94 18 1 0 0 0 0 04:00 0 0 1 3 19 BO 159 56 6 1 0 0 0 0 136 05300 336 0 1 1 1 lO 77 168 71 6 1 0 0 0 0 06:00 285 1 0 0 0 4 48 145 74 12 1 0 0 0 0 07:00 104 0 0 0 1 4 33 84 56 5 1 0 0 0 0 08:00 156 0 0 0 0 1 20 72 54 9 2 0 0 0 0 09:00 132 0 0 0 0 d 10 58 50 9 1 0 0 0 0 10:00 '107 0 0 0 0 4 13 47 35 e 0 0 0 0 0 11:00 69 0 0 0 0 2 3 25 29 7 2 5 0 0 0 x Day otale 6 1 11 9fi3 11 206 JUN. 7.2002 8:16AM FUSS & O'NEILL N0.770 P.8 Oakland Avenue (Rcute 30) Traffie Data Bolutiene, L1C S1ce Codo _ 000000111702 100 feet southeast of Felt Read Vernon, CT 1001x et gout CT (660) 553-e135 Start Dste: 11/17/2001 File 1,n. 117,702S northwebtb0unfl Pa 0 5 Deg in 0- z1- 26- 6- 41- fl - 5 - 56- - - Time Total 15 20 255 30 35 45 a5 50 55 60 65 700 75 99 °0 1 5 5 0 0 1 3 4 8 5 1 0 0 0 0 01,00 22 0 0 02:00 24 0 0 0 0 2 2 7 8 5 0 _ 0 0 0 0 0 0 0 0 3 2 1 2 1 0 0 1 0 003.00 4:00 10 0 0 0 0 0 1 9 1 0 1 0 0 0 0 05:00 20 0 0 0 0 0 3, 5 10 2 0 0 0 0 0 06.00 34 0 0 0 0 0 4 12 12 5 1 0 0 0 0 07:00 78 0 0 0 0 0 16 23 28 6 5 0 0 0 0 08:00 121 0 0 0 2 0 19 43 36 14 4 1 0 0 0 pg,00 18d 0 0 0 0 2 17 7.1 71 19 2 2 0 0 0 10:00 258 0 0 2 1 4 45 115 79 11 1 0 0 0 0 11:00 279 1 0 0 0 6 38 113 87 28 4 2 0 0 0 0 0 0 1 41 134 108 27 B 0 0 0 0 01:00 355 0 0 1 1 1 29 176 120 24 3 0 0 0 0 02:00 338 0 0 0 0 7 36 167 86 34 9 0 0 0 0 Gr*LW Total 38794 53 17 58 152 958 7291 17595 10192 2037 382 50 6 3 3 Sneed 8t8tis� 38 MPH 15th Percentile speed Median Speed (50th percen-cilg) 42 MBH Average Speed - All Vehicics 4 K 85th 4 Percentile Speed e MP 95th percentile Speed 1 H MPMPH 10 MPH Pace Speed 41-5 Numbor of Vehicles in pace - 277B7 percent of Veh;.cles in Pace 71.63% Number of Vegiples ? 55 MPH 444 percent of Vehiclee > 55 MPH= 1.14® Marcia Banach Berry Farms Page 1 From: Sgt. Tom Field To: Marcia Banach Date: 6/7/02 2:17PM Subject: Berry Farms The BACKGROUND TRAFFIC did not include the presence of the STOP &SHOP that is being constructed at this time. I believe that the traffic counts for the future are not correct. With the development of Evergreen Walk and Stop &Shop I don't see how the LOS of the traffic signal @ Oakland Road and Felt Road/Felt Road Extension can stay at LOS'A'during peak hours. I believe that the added traffic counts for the Stop &Shop must be added. would recommend that at the traffic control signal on Oakland Road @ Felt Road Extension there be a left turn lane to enter the Berry Farms Community. Sgt. Thomas Field Traffic manager South Windsor Police Services 860-648-6211 CC: Gary Tyler; Gerry Lewis; Jeff Doolittle; Michele Lipe l wr Pdii - - ---- ---- ----- ----- OL 2-49-3 ----- --- --- -- - - - ----- -- --- I, ICI - -- --- ------ - ---- -- i� r i eyx te i i �i - Me Tr6 •y ,� I �7 i VOL. 1056PAGE 245 x, QUITCLAIM DEED-STATUTORY FORM a 125 KNOW YE,That I,JOHN DZEN of the Town of South Windsor,Counry of Hartford -s and State of Connecticut, for consideration paid, 11 1 j�'�} 34j.7 i 2002 grant to DONALD DZEN of the South Windsor, County of Hartford and State of i Connecticut, , SG!1iH V. DSu R~�t;Vi�vl ly Li-T. with QUITCLAIM COVENANTS An undivided one-half(12)interest in and to a certain piece or parcel of land Iocated on the Southwesterly side of Oakland Road in the Town of South Windsor, County of Hartford and State of Connecticut and more particularly bounded and described as follows: marked by:a drill holc>in brownstone in the apparent general Beginning at a point Southwesterly line of Oakland Road a/k/a Connecticut Route 30 which point marks a Northwesterly corner of the premises herein described and a Northeasterly comer of land now or formerly of Pauline G.Johnson;thence,S.37° 11'46"W.,a distance of 147.46 feet to a brownstone; thence continuing along said Johnson,N.45° 51' 28" W.,'a itt distance of 119.61 feet to a concrete monument;thence continuing along said Johnson,S. t 39"34' 11"W.,a distance of 179.98 feet to a granite monument;thence continuing along said Johnson and land now or formerly of Anton Simler,Jr.,in part on each,N.61°31' 5 1"W. 'in all,a distance of 293.72 feet to an iron pin; thence N.52°09'44"W.along line of said Simler,a distance of 108.86 feet to an iron pin;thence N.76°58'41"W.,still t along Iine of land of said Simler, a distance of 70.51 feet to an lion pin;thence N.89° 13' 59" W., still along line of said Simler, a distance of 216.28 feet to a granite - - - ? monument; thence continuing along line of land now or formerly of Fred S.Katten,N. A• 85"29'41"W.,a distance of 114.91 feet to a point;thence S.03°48'46"E.along line of land formerly of the Grantor and Grantee,now of The Village at Buckland Court, Limited Partnership,a distance of 569.08 feet to a point;thence S. 76°28' 10"E., a distance of 10.97 feet to an iron pin;thence S.76°17'19"E.along line of land of parties unknown,land now or formerly of Karen E.Heldman and land now or formerly of Karen A. O'Connor, in part on each, in all a distance of 696.49 feet to an iron pin; thence continuing S. 73° 59' 02" E. along land now or formerly of Bryan M. and Heather Corsini and land now or formerly of Michael J. and Kristin G.Su ici each, in all a distance of 621 PP ch,in part on .53 feet to an iron pin in line of Felt Road; thence,N.21° `y, 13'25"E.along Felt Road,a distance of 95.98 feet to an iron pin;thence,N.68°45'26" {{I rr W.along line of land now or formerly of Lois H.Petersen,a distance of 182.82 feet to an99 19 1: iron pin;thence N.42° 17'02"W.still along line of said Petersen,a distance of 489.28 L'41 J feet to a concrete monument;thence N.37°39' 09"E.,still along line of land of said .�:: Petersen,a distance of 355.51 feet to a broken monument in line of said Oakland Road; thence N.42°14'34"W.along Oakland Road,a distance of 61.78 feet to the drill hole in a brownstone monument which marks the point and place of beginning, Said parcel contains 14.01 acres of land,more or less. Z. ' ~ Together with and subject to all such easements,rights of way and water rights as ' of record appear. *° Said premises are subject to any and all provisions of any ordinance,municipal `3 regulation, p private >� regal n,or public or law. - AS PART CONSIDERATION for this conveyance,the Grantee herein assumes _Y and agrees to Pay the Property taxes assessed or to be assessed by the Town of South Windsor on the List of October 1,108,and thereafter. COWEYANCL'TAX REMNEp j ST M,t loo'i. F ' mtram etFwc ar sotm�waosp� SOWN 8E4 C . r T10'U-fin 0 SlOtdA 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 soR•co TELEPHONE (860) 644-2511 August 19,2002 Design Professionals,Inc. 165 South Satellite Rd. South Windsor, CT 06074 Attn: Peter DeMallie RE: Berry Farm Oakland Road South Windsor,CT Dear Mr.DeMallie: The South Windsor Water Pollution Control Authority,at its special meeting of July 30,2002,gave approval for the connection to the Town's sewerage system of an elderly apartment complex located on Oakland Road,South Windsor, CT.,as more specifically shown on plans entitled"Topographic Map" prepared by Design Professionals,Inc.,Project No. 1521,Drawing No(s). 3,dated 12-10-01,with revisions dated 5-16-02, 6-13-02,6-27-02,7-16-02 and subject to the following conditions: 1. A notice acceptable to the South Windsor Town Attorney be placed on the South Windsor Land Records prior to issuance of the first certificate of occupancy,stating that prior to any change in ownership from rental property to any form of single unit ownership,the applicant/owner agrees to grant an easement as the owner/seller to all owner/purchasers prior to any such sale,allowing all property owners to have access to and through all sewer laterals on the property and further agreeing to meet any and all conditions set forth in the approval letter dated August 5,2002 from the South Windsor Planning and Zoning Commission. 2. Connection charge in the amount of$850 per unit must be paid at the time the permit is issued 3. Technical approval of the Town Engineering Department. 4. 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, Joseph Carino,Chairman Water Pollution Control Authority JC:dd Cc: Matthew Galligan,Town Manager Michael J. Gantick,Director of Public Works Jeff Doolittle,Town Engineer Marcia Banach,Director of Planning John Collins,Chief Building Inspector Metro Realty Group,LTD South Windsor Housing Authority THE METRO REALTY GROUP, LTD. January 3,2003 Marcia Banach Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Berry Patch South Windsor, CT Dear Ms. Banach: Enclosed herewith please find the official request to the Secretary of OPM requesting that The Connecticut Conservation and Development Policies Plan 1998 -2003 Locational Guide Map be amended to designate the Barry Patch development parcel as "Neighborhood Conservation Area" or "Growth Area",rather than"Conservation Area." As has been the case in the past,John Radacsi at OPM believes that it would be helpful to have supporting documentation from the chief elected official and the chairman of the planning and zoning commission. I would like to follow up with you to see how we should respond to this request. Thank you for your assistance in that regard. Very Truly Yours, THE METRO REALTY GROUP,LTD. Geoffrey W. age Preside 6 Executive Drive,Suite 100 • Farmington,CT 06032-2853 860-674-5641 • 860-677-6919 Fax P:Wpartment Deve]opments\Berry Patch-South Windsor\0PM\Banach.doc r BERRY PATCH ADULT HOUSING PROPOSAL The proposed development qualifies as affordable senior housing and is intended to be financed through the Connecticut Housing Finance Authority ("CHFA"). We will also be seeking an allocation of low-income housing tax credits from the CHFA. The rents charged for the apartment units will be affordable to persons earning not more than 60% of the Hartford PMSA income levels adjusted on a presumed family size of 1.5 persons for a one bedroom unit and three persons for two bedroom unit. With the exception of 21 market rate units; incomes for the -occupants residing at the remaining 81 units is limited to 60% of the Hartford PMSA family income levels adjusted based upon family size. All of the foregoing will be memorialized in a covenant recorded on the land records and will stay in place for at least thirty (30) years. At the outset, I would like to spend a couple of moments defining the senior housing market as we see it. PROJECT DESCRIPTION 102 unit elderly housing development or"Housing for the Elderly" as defined in Section 4.1.11 -of the South Windsor Zoning Regulations. Metro has been overwhelmed with demand for the senior apartments we are constructing at Watson Farm. The demand is coming from persons average age 75 and above. Approximately 2/3 of this group is single women, approximately 20% is couples - and the balance, just over 10% is single men. The reason that the proposed apartments are 80% affordable and not all market rate is that age and income are inversely related, that is to say—the older we get as a population, the less we earn— and at age 75, over %2 the population is living on fixed or limited-incomes; typically social security and a small pension. An affordable rent is what they can afford to pay. Our goal is to improve the quality of life for seniors, by providing an environment for our residents to live independently longer, age in place, and live with dignity on fixed or limited incomes. Our basic concept is housing for persons 62+ (no children), living in a maintenance free / architectural barrier free environment. The development features single level living (no stairs) with one and two bedrooms with one bath, a kitchen, eating nook and living room. About 1/3 of the units are of the one bedroom variety and 2/3 of the units are of the two-bedroom variety. Our one bedroom. unit is approximately 800 square feet, or about 25% bigger, than typical senior housing and our two-bedroom unit is 950 square feet. Not more than V2 of the two bedroom units typically utilize the second bedroom as a bedroom; as often as not this second bedroom is utilized as a sewing room, guest room, study, family room, or just an additional room. Some features are as follows: There-will be an on-site community room of approximately 2,000 sf, reducing the need of our residents to use the South Windsor Community Center. • Units are pre-leased well before completion,which is extremely rare for apartment rentals. • Unit turn-over is about 2-5%per year versus 30—60% in other apartment complexes. 3 BERRY PATCH ADULT HOUSING PROPOSAL • We expect that within 10 years, the population would age in place and would average 80 years of age. • If you look at the incomes of the 75+ population, 2/3 fall within the affordable income guidelines. • The affordable units that we construct will be affordable at 60% of the Hartford PMSA income level, which is $27,960 for a family of one and$31,980 for a family of two. • We are also proposing to build 20% of the units as market rate units to provide housing for others in need of this type of housing that are over our prescribed incomes. To sum up, we are proposing this development because we can not meet the demand at Watson Farm and because this site enjoys excellent proximity to essential services such as retail, medical, library and highway-access. We believe it is an aesthetically pleasing building type, that it serves a very real and growing need in the local community, it will pay substantial real estate taxes ($1,000 per unit per year) without putting any children in the school system. I can not emphasize enough that this site is an exceptional site for senior housing. The sloped terrain accommodates our two story/access at grade building type, the proximity to the center of Town is excellent for shopping, Town Hall, and library access, as well as to enjoy other Town amenities. The adjacent assisted living is compatible and for some residents will provide for continuum of care. Thank you for your consideration of this request. In the event that you wish to contact me, my phone number is 860-674-5641. Very truly yours, THE METRO REALTY GROUP,LTD. Geoffrey W. Sager, P de t 4 DESIGN PROFESSIONALS, INC. civil engineers ♦ planners ♦ surveyors gis ♦ gps ♦ landscape architects January 7,2003 Mr. Geoffrey Sager,President The Metro Realty Group,LTD 6 Executive Drive Farmington, CT 06032 RE:Planning Report Berry Patch Route 30(Oakland Road) South Windsor, Connecticut DPI Project No. 0 1-1521 Dear Geoff.- As requested by your office and in my capacity as a professional planner,I have reviewed the proposed Berry Patch elderly apartments, and the impact,if any, on area agricultural land and farming operations, and its relevance to the Connecticut Conservation Policies Plan. The subject fourteen-acre tract is being purchased from Joseph&Donald Dzen,area farmers who have consolidated their farming operations to the northerly section of South Windsor in the vicinity of Barber Hill Road,over the line into East Windsor, and in Ellington. Years ago they concluded that it was best to have fanning operations in a predominantly agricultural area, and not in an urban area, such as the isolated Berry Patch property. In fact,the subject 14 acres is residual from a prior sale of nine acres to accommodate the large 100-unit Village at Buckland Court assisted living facility,.which opened some two years ago at the westerly end of the property. The original twenty-three acre tract was cultivated in strawberries. In order to fully comprehend the agricultural issue, I will first address any area parcels with existing or potential farmland and how they are situated with respect to area land uses and known or anticipated development. Aside from the subject parcel,there are no contiguous agricultural properties of any appreciable size. The nearest substantive agricultural properties are: 1). The Priest property, situated approximately one mile to the northwest along State Route 194,which was purchased from the Priest family for agriculture and/or recreation purposes. In 2001, it was the subject of an unsuccessful Town referendum in which it was proposed to be developed into recreation fields for youth;2). The Buckland Road corridor area, situated approximately one mile to the southwest, contains many farm fields and tobacco sheds. The westerly side of the road,encompassing approximately 250 acres,was recently sold by the Catholic Cemeteries Association of the Archdiocese of Hartford to a group of investors who are proposing a large commercial development known as Evergreen Walk. The Town recently approved a plan for development of 1.2 million square feet of retail and office space at the site. The easterly side of the corridor has already started commercial development,most recently with the opening of Target and Lowe's stores. The entire corridor is zoned for commercial development; 3). The Foster Farm/Krawski Farm properties, about a mile easterly of Berry Patch, contain 107 acres. The Foster family recently closed down much of its unprofitable dairy operation and has been attempting alternate farming enterprises in order to remain profitable,while the Krawski farm is subject to change with the recent death of its owner; and 4). The only other area farming operation was on the south side of Deming Street, approximately one-half mile from the Berry Patch site. This field is being developed as the 117-lot Deming Hill Estates single-family 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860)291-8755•Fax: (860)291-8757 Email: dpicivil@aol.com DESIGN PROFESSIONALS, INC. civil engineers ♦ planners ♦ surveyors gis ♦ gps ♦ landscape architects subdivision. Some six of seven phases have been completed at time of writing. This site backs up to the Buckland Hills regional mall. The balance of the surrounding area has been substantially developed. To the north and across Route 30 from the site is the LaCava Farm Brook subdivision,which was finished five years ago. To the east is a Mobil gas station and the Wapping Shopping Center. To the south are the Grandview Terrace and Sele Drive subdivisions. And to the west are the aforementioned assisted living facility and other commercial buildings, including a new Stop &Shop supermarket,which opened last month. In my review of the 1998-2003 Connecticut Conservation and Development Policies Plan/Locational Guide Map, dated May 1998,as it pertains to the Berry Patch site,I find our site predominantly falls within a white area along the south side of Route 30,with the southerly fringe within the lightest green area. White areas are designated for"Rural Lands",which are defined as rural lands generally remote from existing urban areas and are lacking public water and sewer services as well as industrial,commercial or residential concentrations. Clearly,with public water and sewer facilities serving the Berry Patch site,the Village at Buckland Court,the Mobil station,Wapping Shopping Center, Evergreen Walk,the Buckland Road corridor, Deming Street, and the Farm Brook, Grandview Terrace, Sele Drive and Deming Hill Estates subdivisions,this "rural"designation no longer applies and is invalid. The other light green area along the parcel's fringe is designated for conservation,representing opportunities to provide for the state's food, fiber,water and other resources. While I agree that the Foster Farm and Priest properties may be able to continue to provide valuable food, fiber and other resources,the small, isolated properties south of Route 30,such as Berry Patch,are of insufficient size to independently provide food,fiber and other resources. On the other hand,they will provide valuable shelter for our growing elderly population,places to worship,and a place to buy goods and services. This too is an inappropriate designation for the subject property, and I recommend it and the other properties south of Route 30 be removed from the"conservation"area. In summary,and in my opinion as a professional planner with more than two and one-half decades of government and consulting experience,the"rural"and"conservation"area designations at the subject property do not meet criteria for such a designation,as expressed in the Connecticut Conservation and Development Policies Plan. Accordingly,these areas should be modified, and if necessary, depicted as "neighborhood conservation areas"or"growth areas". My current resume is attached for your review,along with a location plan and Berry Patch site plan. Sincerely, DESIGN PROFESSIONALS,INC. By: d, ,)r !� Peter R. beValfie President 165 South Satellite Road, South Windsor,Connecticut 06074 Tel: (860)291-8755•Fax: (860)291-8757 Email: dpicivil@aol.com a� HOPE r'1' Z � DRIVE ,�' ^ 4� e���� °rob � `� �•�'e� o� F— 3M� �' � �2y zr� n LLJ AP� �0 N �•pb np ror r D E DR<VE �t 4� 1 aaat� a pis. �'s'rotsans � -J 0 e3>43N low w0b Z a y U � J 33WId d O O N mob J f DESIGN PROFESSIONALS, INC. civil engineers ♦ planners ♦ surveyors gis ♦ gps ♦ landscape architects 1103 RESUME Peter& DeMallie/President& Principal EDUCATION: *Master of Community Planning,University of Rhode Island,Kingston,Rhode Island. *Bachelor of Arts,Hiram College,Hiram,Ohio. *High School Diploma,Staples High School,Westport,Connecticut. EXPERIENCE: *Professional Urban Planner since 1974. (key positions in municipalities,regional planning agency,and planning/civi4s/survey consulting firm)- *Directly participated in over 700 municipal night meetings while a government official,i.e.,through May 1986. *Reviewed over$1/2 billion in land development proposals for communities. *Authored master plans,zoning,and subdivision regulations. Supervised map preparation&GIS automation_ services. *Experienced in urban,suburban,and rural planning environments. President&PrincipaManning&GIS Services-Design Professionals,Inc. Manage staff of 15 planners,landscape architects, civil engineers,gis analysts,&land surveyors.Supervise map preparation and G.I.S.data automation services. Plan and coordinate numerous governmental,industrial,residential,commercial,&institutional development projects throughout Connecticut. Author zoning and subdivision regulations. Presently providing consulting Town Planner services to Woodstock. Provided consulting Town Planner services to Killingly and Burlington,Connecticut.Tenure has been 15+years(since 5/86). Director ofPlanninz South Windsor,Connecticut. (Suburban Hartford,Pop.23,000). Department head position reporting directly to the Town Manager. Primary responsibilities were to evaluate land development proposals and to formulate community growth policies. Tenure highlights:Authored Town Plan components,major transportation study,and innovative zoning regulations governing housing and industrial parks. Town representative to Greater Hartford policymaking bodies. Supervised Town mapping preparation, Concurrent interim positions:Building Department Administrator(1980/81);Zoning Enforcement Officer(1980/81);Economic Development Coordinator(1984). Tenure was 6.5 years(12/79-5/86). Senior Planner-Northeastern Connecticut Regional Planning Agency. Agency's number 2 position(some 20+employees). Chief planner/supervisor for HUD 701 planning,Grant-in-Aid,'and EPA 208 Water Quality Programs. Position's assignments covered:housing;water quality;site plan review,and the region's Economic Development Plan. Regional Planner at same agency. Performed site plan reviews for municipalities and the Eastern Connecticut Environmental Review Team. Drafted numerous regulations,ordinances,and Town Plan amendments. Supervised Town and regional maps preparation. Functioned as on-call land use planner to 10 communities. Tenure at agency was 3.25 years. Town Planner.-Killingly,Connecticut(Pop. 15,000). Performed planning and zoning administration,subdivision&site plan review,and made regular presentations before governmental bodies. Authored Town Plan amendments,subdivision and zoning regulations. Supervised Town maps preparation. Tenure was 2.25 years(concurrent with Regional Planner position). Other Positions-Greater Bridgeport Regional Planning Agency. New York City headquarters of Crane Company. PROFESSIONAL AFFILIATION AND AWARDS: Member,American Society of Consulting Planners(1986-present);Charter Member,American Planning Association(1978- present);President,South Windsor Chamber of Commerce(1992-1993),Board Member(1988-present),Executive Committee (1990-1994),Legislative Committee Chairman(1987-1992, 1993-1997);President,Celebrate Windsor!Inc./Summerwind Performing Arts Center(2002 present)&Board Member(2001- );Member,CBIA(1996-present);Member,South Windsor Ambassador Club(1994 to present). Board Member&Executive Committee(1992-present),Secretary(19934),Treasurer (1994-1996),Vice-President/Operations&Personnel(1996-present),President-Elect(1999 to 2000)&President(2000- 2003)Greater Hartford Tourism District,Chairman,East of the River Tourism&Convention District(1991-1993),Board Member&Executive Committee(1983-1993),Member,Savings Bank of Rockville Advisory Board(1985-1994);Member, 25th Anniversary Fund Committee,University of Rhode Island Graduate Curriculum in Community Planning; Member,The Hartford Club(1988-1995); Steering Committee,East of the River Chambers of Commerce Association(1992-1993), Recipient of American Institute of Planners'Student Award for Outstanding Achievement(bestowed 1976 at the University of Rhode Island); Certificates of Appreciation from: American Red Cross(Connecticut Floods of 1984), S.Windsor Exchange Club(1983); South Windsor Chamber of Commerce(1986); East of the River Tourism&Convention District(1993),South Windsor Inland Wetlands Agency(1996);South Windsor Historical Society(Lifetime Membership bestowed 12/97);Town of South Windsor(1998/2000 volunteer appreciation);and Greater Hartford Tourism District(1999). 165 South Satellite Road, South Windsor,Connecticut 06074 Tel: (860)291-8755•Fax:(860)291-8757 Email:dnicivilnaaol.com I . b`towM a�, R.coN` 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 TELEPHONE(860) 644-2511 January 16,2003 Mr Mark Ryan CT Office of Policy&Management 450 Capitol Avenue Hartford, CT 06106-1308 Dear Mr.Ryan: RE:BERRY PATCH SENIOR HOUSING,OAKLAND RD,SO UT Please be advised that the South Windsor Ply WINDSOR reviewed and approved the above-referenced development Zoningmnussion has housing in South Windsor. Thedevelopaffordable senior Plan of Conservation and Development, adopted y 2002 conforms with the Town as Traditional Town Center/Residential. Fannin which p°rtrayv this area traditional town center, higher-density g uses are typically not part of a ongoing consideration to "addressnneeds for mod housing is, The new Plan also includes an and housing for the Town's senior citizens which tely priced single family homes sponsored or co-ventures between the public and private sectors."may include non-profit, Town The enclosed map illustrates current land use and development in the Berry Patch site. The area surroundingthe vicinity of wer in Oakland Road (Route 30) that will serve Berry Berry PatPatch is ss is commercially-zoned land on riY Patch was installed ifact, na i 71. There encourages transitional uses such assllughof dense Patch. The commercial zones and s' le-f Commission higher-density senior housing between development. The only sizeable Portion residential zones. The area is also nearing full Farm, located more than r6 portion of undeveloped land is the 100-acre Foster mile to the east. Route 30 is an arterial road that carves a large volume . speeds at least 40 mph (the posted speed rg e of traffic traveling not impossible for farming vehicles to use the troadvevaysc conditions at make it difficult if For all of the above reasons, we su the site. this Property' a category that will allowo eMetro Realty's request to redesignate to proceed and that recognizes that the area has beens ewered fsenior or at development Based on our updated Town Plan of east 30 hearing is not needed for this redesignation reservation and Development, a public _2_ January 16,2003 Thank you for your attention to this item. Sincerely, SOUTH WINDSORPLANNING AND ZONING COMMISSION Kevin McCann,Chairman KMcG✓mb STATE OF CONNECTICUT oQ OFFICE OF POLICY AND MANAGEM TCk � ly�yQso �1 � January 17, 2003 ,A ?Dad ob°l The Honorable William E. Aman,Mayor South Windsor Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 RE: Interim Change to the State's Conservation and Development Policies Plan 1998-2003 Dear Mayor Aman: The Metro Realty Group has requested an interim change to the Locational Guide Map of the State's Conservation and Development Policies Plan 1998-2003 for a parcel of land in South Windsor located southerly of Oakland Road and westerly of Felt Road. The Metro Realty Group is seeking to construct a 102-unit senior apartment complex on 14 acres of land and requests that the parcel be changed from a conservation category to an appropriate development category in the state plan in order to facilitate state financial assistance in the development of the property. From materials submitted by The Metro Realty Group to this office it appears this project has received extensive public review and has received approvals from the South Windsor Planning and Zoning Commission,Water Pollution Control Authority,.the Inland Wetlands Agency/Conservation Commission, and the Zoning Board of Appeals. These materials also indicate that since the adoption of the state plan by the legislature this former agricultural area has undergone some development in the immediate vicinity of this parcel and the surrounding area will continue to be subjected to development pressure as a result of activities taking place in South Windsor's special Gateway Development Zone. Pursuant to state regulations,this office must make a recommendation on the application to the Continuing Legislative Committee on State Planning and Development, which Continuing Committee has the authority to make the final decision on interim changes to the state plan. Prior to making a recommendation this office wishes to afford an opportunity to South Windsor to comment on the application and such comments would be forwarded with our recommendation to the Continuing Committee. As an alternative, the state regulations provide an opportunity for a local community affected by a proposed interim change to the state plan to request a public hearing on this matter within twenty calendar days from the receipt of this letter. If requested, OPM would schedule such a hearing at the earliest convenient date. The hearing would be held jointly by the Continuing Committee and OPM. 450 Capitol Avenue••Hartford,Connecticut 06106-1308 www.opm.state.ct.us I look forward to your comments or request for a public hearing. If you should have any questions, I may be reached at(860)418-6416 or they may be addressed to John Radacsi at (860)418-6373. Y� ;Brilanattiello Under Secretary cc: Continuing Legislative Committee on State Planning and Development Senator Gary Le Beau, 3 rd District Representative Nancy E. Kerensky, 14d'District Matthew Galligan, Town Manager Marcia A. Banach, Director of Planning Richard Porth,Executive Director, Capitol Region Council of Governments Geoffrey W. Sager, President, The Metro Realty Group, LTD Attachment tow N aF� s _0� 07- _Iau� ?d&U&Ot 1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074-2786 R.Co AREA CODE 860/644-2511 FAX 860/644-3781 OFFICE OF THE TOWN COUNCIL January 22, 2003 RECEIVED Mr. Brian Mattiello, Under Secretary Office of Policy and Management JAN 2 3 '2003 State of Connecticut 450 Capitol Avenue SOUTH WINDSOR PLANNING DEPT, Hartford, Ct. 06106-1308 Dear Mr. Mattiello: I received your letter dated January 17, 2003, regarding the proposed interim change to the State Conservation and Development Policies Plan 1998-2003. have been informed by the Town's Director of Planning that the proposed change to the Plan involves redesignating a 14-acre property from a "conservation" category to an appropriate development category in the State's Plan in order to facilitate State financial assistance in the development of the property. As you noted in your letter, the local land use regulatory commissions have already approved Metro's project. Public Hearings were conducted by both the Planning and Zoning Commission and the Inland Wetlands Agency/Conservation Commission during the application process. The Chairman of the Planning and Zoning Commission, Kevin McCann, has forwarded a letter of support for the redesignation. The. land use regulatory commissions have done a thorough job of reviewing Metro Realty Group's proposal and soliciting public input. Therefore, we support the request for redesignation. The Town does not feel that an additional Public ------ Hearing is necessary in view of the fact that local Public Hearings have already been held. v Mr. Brian Mattiello, Under Secretary Office of Policy and Management Page 2 January 22, 2003 Thank you for this opportunity to comment on the proposal. Very truly yours, William Am-an �o Mayor Cc: State Senator Gary LeBeau State Representative Nancy Kerensky Matthew B. Galligan, Town Manager Marcia Banach, Director of Planning Richard Porth, Exec. Director, CRCOG Geoffrey W. Sager, President,The Metro Realty Group, LTD SRW Bf1 m STATE OF CONNECTICUT OFFICE OF POLICY AND MANAGEMENT �s„Mo February 26, 2003 Senator John W. Fonfara, Co-Chair Representative Lewis J. Wallace, Co-Chair Continuing Legislative Committee on State Planning and Development Legislative Office Building Room 2100 Hartford, CT 06106 Dear Senator Fonfara and Representative Wallace: Attached is the finding and recommendation of this office that is submitted pursuant to Section 16a-24b-7 of the Regulations of State Agencies concerning an application for an interim change to the Locational Guide Map of the Conservation and Development Policies Plan for Connecticut 1998-2003. The application was submitted by Geoffrey W. Sager of the Metro Realty Group for a 14-acre site located in South Windsor just off Route 30. The site is approximately one mile north of the Buckland Hills Mall. Findings and recommendations concerning other interim changes affecting sites in Cheshire and Middletown were submitted to the Continuing Committee in the past and require Committee action. However, as most of the committee members will be newly appointed, I recommend that when the committee is ready to meet that you inform us in sufficient time that we can resubmit materials on all three applications to the new members a few days prior to such a meeting. I am available at your convenience to discuss our recommendations and to bring these interim changes to a close. ely, Brian Mattiello Under Secretary Attachment cc: Geoffrey W. Sager,The Metro Realty Group The Honorable Gary LeBeau, Senator, 3rd District The Honorable Nancy E. Kerensky, Representative, 14d'District The Honorable William E. Aman,Mayor, Town of South Windsor Matthew Galligan, Town Manager,Town of South Windsor Marcia A. Banach, Director of Planning, Town of South Windsor Richard Porth,Executive Director, Capitol Region Council of Governments 450 Capitol Avenue..Hartford,Connecticut 06106-1308 www.opm.statext.us Findings and Recommendations Town of South Windsor Interim Change to the Locational Guide Map Conservation and Development Policies Plan for Connecticut,1998-2003 The Metro Realty Group has requested an interim change to the Locational Guide Map of the State's Conservation and Development Policies Plan, 1998-2003 for a parcel of land in South Windsor located southerly of Oakland Road and westerly of Felt Road.The Metro Realty Group is seeking to construct a 102-unit senior apartment complex on 14 acres of land and requests that the parcel be changed from a conservation category to an appropriate development category in the state plan in order to facilitate state financial assistance in the development of the property. From materials submitted by The Metro Realty Group to this office it appears this project has received extensive public review and has received approvals from the South Windsor Planning and Zoning Commission,Water Pollution Control Authority,the Inland Wetlands Agency/Conservation Commission,and the Zoning Board of Appeals.These materials also indicate that since the adoption of the state plan by the legislature this former agricultural area has undergone some development in the immediate vicinity of this parcel and the surrounding area will continue to be subjected to development pressure as a result of activities taking place in South Windsor's special Gateway Development Zone. This site's zoning has recently been changed by the Town's Planning and Zoning Commission to accommodate the proposed project's development density. Water and sewer are available at the site. The site(which is currently vacant)is generally surrounded by various levels of development. To the North(across Route 30)is a housing subdivision;to the East is a Mobil gas station;to the west is commercial development,including a Stop&Shop; and to the South is a large housing subdivision. The proposed facility will be hooking into existing water and sewer utilities which run to the site. Less than one mile to the south,one finds the Buckland Hills Mall development area. Pursuant to state regulations, a local community affected by a proposed interim change to the State Plan is able to request a public hearing on the proposed action.The Town of South Windsor waived this offer in a letter from Mayor William Aman to OPM dated January 22,2003. In his letter,Mayor Aman has indicated that the proposed project had already received extensive public review as hearings were held by both the Town Planning and Zoning Commission and the Inland Wetlands Commission. The Mayor supports redesignation of the site. OPM has taken into consideration all the factors involved with this site's C&D classification and find that the values that originally warranted a Conservation/Rural designation are no longer relevant. It is therefore recommended that the subject parcel,located South of(and accessed by)Oakland Road and west of Felt Road(see attached map),be changed from Conservation/Rural to Neighborhood Conservation,except that wetlands will remain Preservation. 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Pursuant to my conversation with Senator Fonfara of March 5, 2003, 1 would request you and your committee to take the necessary action to change the subject parcel from Conservation/Rural to Neighborhood conservation as recommended by a variety of the appropriate local boards and commissions and by the Office of Policy and Management. As noted; this action will be in accord with the changing nature of this neighborhood. Your anticipated actions will be appreciated by the community, as it continues to progress and develop in a thoughtful and planned manner' Sincerely, Gary D. LeBeau, State Senator STATE OF CONNECTICUT OFFICE OF POLICY AND MANAGEMENT ' "'w-*�� February 26, 2003 Senator John W.Fonfara,Co-Chair Representative Lewis J.Wallace, Co-Chair Continuing Legislative Committee on State Planning and Development Legislative Office Building Room 2100 Hartford, CT 06106 Dear Senator Fonfara and Representative Wallace: Attached is the finding and recommendation of this office that is submitted pursuant to Section 16a-24b-7 of the Regulations of State Agencies concerning an application for an interim change to the Locational Guide Map of the Conservation and Development Policies Plan for Connecticut 1998-2003. The application was submitted by Geoffrey W. Sager of the Metro Realty Group for a 14-acre site located in South Windsor just off Route 30. The site is approximately one mile north of the Buckland Hills Mall. Findings.and recommendations concerning other interim changes affecting sites in Cheshire and Middletown were submitted_to the Continuing Committee in the past and require Committee action. However,as most.of the committee members will be newly appointed, I recommend that when the committee is ready to meet that you inform us in sufficient time that we can resubmit materials on all three applications to the new members a few days prior to such a meeting. I am available at your convenience to discuss our recommendations and to bring these interim changes to a close. Rely, Brian Mattiello Under Secretary. Attachment- cc: Geoffrey W. Sager,The Metro Realty Group ✓The Honorable Gary LeBeau, Senator, 3`d District The Honorable Nancy E. Kerensky,Representative, 141`District The Honorable William E. Aman,Mayor;Town of South Windsor: Matthew Galligan,Town Manager,Town of South Windsor Marcia A. Banach, Director of Planning,Town of South Windsor Richard Porth,Executive Director, Capitol Region Council of Governments 450 Capitol Avenue..Hartford,Connecticut 06106-1308 www.opm.state.ct.us Findings and Recommendations Town of South Windsor Interim Change to the Locational Guide Map Conservation and Development Policies Plan for Connecticut,1998-2003 The Metro Realty Group has requested an interim change to the Locational Guide Map of the State's Conservation and Development Policies Plan, 1998-2003 for a parcel of land in South Windsor located southerly of Oakland Road and westerly of Felt Road.The Metro Realty Group is seeking to construct a 102-unit senior apartment complex on 14 acres of land and requests that the parcel be changed from a conservation category to an appropriate development category in the state plan in order to facilitate state financial assistance'in the development of the property. From materials submitted by The Metro Realty Group to this office it appears this project has received extensive public review and has received approvals from the South Windsor Planning and Zoning Commission,Water Pollution Control Authority,the Inland Wetlands Agency/Conservation Commission, and the Zoning Board of Appeals.These materials also indicate that since the adoption of the state plan by the legislature this former agricultural area has undergone some development in the immediate vicinity of this parcel and the surrounding area will continue to be subjected to development pressure as a result of activities taking place in South Windsor's special Gateway Development Zone. This site's zoning has recently been changed by the Town's Planning and Zoning Commission to accommodate the proposed project's development density. Water and sewer are available at the site. The site(which is currently vacant)is generally surrounded by various levels of development. To the North(across Route 30)is a housing subdivision;to the East is a Mobil gas station;to the west is commercial development,including a Stop&Shop;-and to the South is a large housing subdivision. The proposed facility will be hooking into existing water and sewer utilities which run to the site. Less than one mile to the south,one finds the Buckland Hills Mall development area. Pursuant to state regulations,a local community affected by a proposed interim change to the State Plan is able to request a public hearing on the proposed action.The Town of South Windsor waived this offer in a letter from Mayor William Aman to OPM dated January 22,2003. In his letter,Mayor Aman has indicated that the proposed.project had already received extensive public review as hearings were held by both the Town Planning and Zoning Commission and the Inland Wetlands Commission. The Mayor supports redesignation of the site. PM has taken into consideration all the factors involved with this site's C&D classification and find that the values that originally warranted a Conservation/Rural designation are no longer relevant. It is therefore recommended that the subject parcel,located South of(and accessed by)Oakland Road and west of Felt Road(see attached map),be changed from Conservation/Rural to Neighborhood Conservation,except that wetlands will remain Preservation. >kx;;:y:}}•ha,J:h::+?7:h}v.,JyJ};.ry}K?,•.yy}:t;;:ar },LK? •:a K,K:r; }4!::%ti•:kkxa:ara•ix{isi•:{{.}.' .:ssr.Y• •:Y Fr�r. :,?+?••::::::,. ,.:•......;;:: •G:;•JT•: .:•.'.•>.%i•i }:::,+y,,s:. .r.}��r• ,.n�.x•:f r vr�,.�'�a nvz. . ..L.;..:.}:•J}•7.<.y-rr.{:•,: ..?�.:..:.�+}..n,?. �?C:.a:,, ..N.t�.}.k:,<y!?.y:n.;...r,•::gx3tXG3.;:;{r.; {%;':T.... ith:,:nh:.,•yk`„a.:•':#%+?'.,!?+:;•+.k:{?{. :w:,'}'%:: +ryy:::•7:,:::•7:%?7};:g:.}};:c•.};J\k;`. •ky ni:ia i{.•p,.y+a,•??rJ. 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Aman, Mayor APR 2 8 2003 South Windsor Town Hall SOUTH WINDSOR PLANNING DEPT, 1540 Sullivan Avenue South Windsor, CT 06074 RE: Interim Change to the State's Conservation and Development Policies Plan 1998-2003 Dear Mayor Aman: I am writing to inform you that the request from Geoffrey Sager of Metro Realty Group for an interim change to our C&D plan map has been granted. On April21, 2003, the Continuing Legislative Committee on State Planning and Development met to consider Mr. Sager's request to reclassify the parcel of land that is located south of Oakland Road and west of Felt Road in South Windsor (see attached map). It is our understanding that the parcel will be used for a new senior housing complex. After visiting the site and examining the documentation submitted by the Metro Realty Group LTD.,this office made the recommendation that the parcel's land use classification be changed from Conservation/Rural to Neighborhood Conservation to better reflect the current and proposed land uses there. At the meeting, the Continuing Legislative Committee concurred with our recommendation. The classification change will take effect on May 1, 2003. Please contact Jeffrey Smith of my staff at 418-6395 if you have any questions in this regard. Sincerely, Brian Mattiello, Undersecretary OPM-Policy Development and Planning Division cc: Marcia A. Banach, Director of Planning, South Windsor ✓ Richard Porth, Exec. Director, Capitol Region Council of Governments Senator Gary LeBeau Representative Nancy Kerensky Phone: (860)418-6416 Fax: (860)418-6496 450 Capitol Avenue-MS#55CPD Hartford,Connecticut 06106-1308 / p - ti \ O C O \ \ o �, , O O � �T ' NOTE: MINOR TRIMMING OF EXISTING VEGETATION WILL BE REQUIRED IN AREA OF PROPOSED SIDEWALK Kul EXISTING BUILDING CB-24 H.P. 8.23 I \ INV:13.40 PROPOSED SIDEWALK WITH CULVERT ` TF:138.35 13 78�6`3S P. I v(2 / CT 6S 93' E 7.86 135 GL38.3 � --(`V:13 // 1 TF: 8.35 FL:134:55 39.5 / / GRAPHIC SCALE 40 0 20 40 ao ( IN FEET ) 1 inch = 40 ft. w ammev�n"wr'.�.om"ws� PlacP@EM SMOMMWALK 710 AVOM AMkr G,voy LTA 1 fasalonala, Inc. Felt Road Nn eta ana�ea w am e.a....•rr.�.r.•t..w...oa — e..r wwww o.....r... Fuss&O'Neill,Inc. MEMORANDUM TO: Marcia Banach, AICP; South Windsor Town Planner FROM: Ted DeSantos,P.E. DATE: June 11, 2002 RE: Berry Farms site plan application: Town staff comments Fuss & O'Neill has prepared this memorandum in response to Town Staff comments received via email, and during recent phone conversations. We have attempted to contact Sgt. Tom Field, South Windsor Traffic Manager to discuss our findings in advance of this response, unfortunately, he is unavailable for comment until after the date of the scheduled hearing. 1. Sgt. Field noted that our background traffic volumes did not include the approved Stop & Shop development. We have visited the State Traffic Commission and obtained an updated copy of the Traffic Impact Study prepared for the Town Center expansion project, dated 2/22/02 by F.A. Hesketh & Associates, Inc. Figures 5, and 11 of the Berry Farms Traffic Impact Study have been revised to include the site generated traffic from the Stop & Shop project and are attached to this memorandum. We have updated our background and combined conditions capacity analysis to include the site generated traffic from the Stop & Shop project. Tables 2, and 3 from the Berry Farms 01 Impact Study have been updated to reflect the revised analysis. Copies o the analysis, and Tables 2, and 3 are attached for your review. With the inclusion of the site generated traffic from the Stop & Shop project the intersect of Oakland Road (Route 30) at Felt Road/Felt Road extension will operate avel of Servi OS) A during the PM peak hour under the background condition (without BeAFTMW. This intersection will continue to operate at LOS A under the combined c dition(with Berry Farms). With the inclusion of the site generated traffic from the Stop & Shop project, the intersection of Oakland Road (Route 30) at Sullivan Avenue (Route 94)Buckland Road will operate at LOS E during the PM peak hour under the background condition (without Berry Farms). Although LOS E is a less than desireable operation, it has been accepted by the Town, and the State Traffic commission for the PM peak hour. This intersection will continue to operate at LOS E during the PM peak hour under the combined condition (with Berry Farms). The Berry Farms project will generate an additional 10 vehicles through this intersection during the CAprojectAberryfarms.doc Fuss&O'Neill,Inc. PM peak hour. The impact to traffic operations is negligible, and the conclusion reached in our Traffic Impact Study remains valid. The Berry Farms Adult Housing Community will not have a significant impact on the traffic operations in the vicinity of the site. 2. Sgt. Field recommended review of the warrant for a northwestbound left turn lane from Oakland Road onto Felt Road extension. Based on the above noted capacity analysis, the intersection will operate at LOS A during both the AM, and PM peak hours of traffic. Since there will be very little delay to any vehicles at the intersection under the combined conditions with Berry Farms, the construction of a left turn lane is not warranted for this intersection. The low volume of site generated left turns (4 AM, 5 PM) can be accommodated at this intersection without an exclusive left turn lane. 3. Town Staff requested provision of an Average Daily Traffic volume on Oakland Road(Route 30). Fuss & O'Neill faxed the 48 hour Automatic Traffic Recorder data to the Town on June 7, 2002.-Based on a review of that data, we estimate the ADT for Oakland Road to be approx. 13,000 vehicles per day(vpd). 4. We note that the site drive to Oakland Road(Route 30) is proposed to be restricted to right turn in and right turns out only. Left turns will not be allowed at this drive. We have attached a typical detail for the physical control and island to enforce the turn restrictions. C:\projects\berryfarms.doc V'. Qi z 00 LLJ IF h--- CY T 9 Ct; < r + +Z7 Z16 — r j +,� '-24 140 S 43 �_ py L71 t27 'i78 f, co -+5T 17 +2 7 S tO&{ L LINGT.d ROi-�D 4 j Liff"-4-13 04 OAK LAND ROAD (ROUTE .30) 4j 1 4 t'1s 41Z +443 41 T ro, N-" IOC -t2t .19 T f totfo +SS '91". 1os� 1,00 to -t1�3 808 -787 t(o3 fig-► yt2-► �N 1 � +4z �7 S �os4 ty2 a� ,� a + + O O W z n 'Q D 0 z G7 r— <' i. ';_ _J f`1 Lc' f Gum 19e HARTFORD ROAD.MANCHESTER,CONNECTICUT 06040 (660)646-2409 IOU 31._ 2004 BACKGROUND TRAFFIC t�It:vw gAc-v-c,0-O0Np �¢ wFFtL v/t�/OZ C7CXX) VOLUMES WEEKDAY PM PEAK HOUR] EI S rof c S 4oe jr 1to wl -T I$ Z/2 Z�Q Z, '�'(xx) y NEW PARK AVE. SOUTH WINDSOR', CONNECTICUT PROJ. NO.:97146 A70 DATE:NOV.2001 SCALE:NTS �t- a1 LL! > : 6• 6' 21 Z N,�N N S'i� .n !—s>K 4--N2 5co9 RLLIh1OTOt! ROAD 41 ♦ �►r 84 OAKL AND ROAD f--bW IRC)UM. -`;0" .1 1 4,-20 412. 4gg-+41 t f -' 814 110 N-. too � 41 t f' �-► 10M X7-1,- AZ-► ^ 6--+ 710 h7-► P4S—► N C 781 J j N SITE 4-6 4 i J7--► 7� t V u �i x `O( '.�J�.��I."'Y€hi ,P�'VSS A,, VDNER� d. � a,.� 146 HARTFORD ROAD,MMCHESTER,CONNECTICUf 06040 pI '"`"'�a (980)648 2469 I U, 3C_.. 2004 COMBINED TRAFFIC VOLUMES Cv ll a 2 i WEEKDAY PM PEAK HOUR N E� come►1s E o ►� F -1c.. cxxx) 11 a NEW PARK AVE. SOUTH WINDSOR. CONNECTICUT PROJ. NO.:97146 A70 DATE:NOV.2001 SCALE:NTS .�J Fuss & O'Neill Inc. TABLE 3 SIGNALIZED INTERSECTION LEVEL OF SERVICE SUMMARY BERRY FARMS ADULT LIVING COMMUNITY South Windsor, Connecticut 2004 AM 2004 PM SIGNALIZED INTERSECTIONS* PEAK HOUR PEAK HOUR Background Combined Background Combined Oakland Road(Rt. 30) at Sullivan Avenue (Rt. 74) 0.75/C 0.75/C 1.14/E 1.15/E Oakland Road(Rt. 30) at Felt Road/Felt Road Extension 0.53/A 0.53/A 0.61/A 0.62/A *Values indicated are intersection v/c Ratio/LOS G:\P97\97146\a70\Report\61002tis.doe Fuss & O'Neill Inc. TABLE 2 UNSIGNALIZED INTERSECTION LEVEL OF SERVICE SUMMARY Berry Farms Adult Living Community South Windsor, Connecticut 2004 AM 2004 PM STOP CONTROLLED INTERSECTIONS* PEAK HOUR PEAK HOUR (Critical Movements) Background Combined Background Combined North Drive at Oakland Road (Rt. 30) NA B NA C Northbound NA B NA C East Drive at Felt Road Ext. NA A NA A East Bound NA A NA A *Values indicated are critical movement Level of Service (LOS) **Values indicate LOS with implementation of proposed improvements G:\P97\97146\a70\Report\61002tis.doe HCM Signalized Intersection Capacity Analysis 9: Oakland Rd. & Sullivan Rd. 6/11/2002 over., a ;�rBl,_ � _ _ 131. WBrWl3 N Bx= NBI � S13 s Lane Configurations +T+ '� �► �, Ideal Flow(vphpl} 1900 1900 1900 ''1900 , ';1900 1900 1900, 1900 1900 .1900 1940 190(}_ Grade(%) 0% 0% -2% 2% 5.0 " 5.0 3.1 5 0 31 5 0 Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.95 t=rt 100 097 1 00 1 00 , 0. 85" 99 1 t)0 1 {IO- _.._ue Fit Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd Flow(prat} 1770 3436 1719 1810 - 1538 1753` 346Q 1718 3435 - Fit Permitted 0.34 1.00 0.41 1.00 1.00 0.29 1.00 0.11 1.00 Satd Flow(perm) -T 640 :3436, :°.'746 1810 °1538" 533 ;346f}, ,. - . ; 2Q3 :3435 A u 'n Volume(vph)- 472 438 106 84 210 249 76 1103 106 264 742 2 F'eak•hourfactor, PHF 0.86 086" �(}$6 0 86 :0 86 0 86 0 91 ` 0.91 Adj. Flow(vph) 549 509 123 98 244 290 84i 1212 116 290 815 2 e (vph}Group Ft©wz 549 632 >0 98 244 290 84328;rt 4 ;`290 Lan 817 0�u Heavy Vehicles (%) 2% 2% 2% 5% 5% 5% 4% 4% 4% 4%_y T 4% y 4% Turn_Type - _ Prrt+pt Pm+pt Perm-pm+pt:; <h p. +fit 'tg. Protected Phases 1 6 5 2 J 7 4 3 8 L Permitted P_ha_ses Actuated Green, G (s) 35.2 27.3 21.9 17.1 17.1 35.6 30.7 45.2 37.2 Effective Green,g (s} s 3714 27 3 23 8 17.1 17.1 37 5= 30 7 47 1 37 2 Actuated g/C Ratio 0.41 0.30 0.26 0.19 0.19 0.41 0.34 0.52 0.41 Clearance Tirre 5 0 5 0 3 1 S 0 3;1 5`0 Vehicle Extension (s) 2.0 6.0 2.0 6.0 6.0 2.0g 2.0 2.0 2.0 Lane Grp Cap-{vph} , 450 1038 248 342 291 287 1�175,- 297 j€1414E� v/s Ratio Prot c0.20 0.18 0.02 0.13 0.02 c0.38 c0.12 0.24 v/s Ratio Perm c0 30 zr 0 08 TO 19 0 11 ' Y 0.39 i v/c Ratio 1.22 0.61 0.40 _0.71 1.00 0.29 1.13 0.98 0.58 Uniform Delay,-d ,r,;� 23�.7{,.4 27 0�,x - } ,.26 0 _ 6_ �4 .25 Progression Factor. 1.00 1.00 1.00� 1.6 1.00 1.66 1.00 1.00 1.00 incremental©efay,d2 Delay(s) 141.4 29.6 26.4 46.3 88.5 16.6 99.6 70.8 20.9 Leuet of Service �'� -� Approach Delay(s) 81.6 62.6 94.7 34.0 Approach LOS ;� ��. tl e" eG IQ {CM Average�:Cortrcit Dela�r_ � �70 9 HCM Level cifServrce ��� _E- r ' _ HCM Volume to Capacity ratio 1.14 Intersection Capacity Utilization �111.5%� ICU Level of Service G _ G:\P97\97146\a70\synchro\2004 Background PMupdated 6-11-02.sy6 Synchro 5 Report Fuss&O'Neill, Inc. Page 1 Fussonmanc-ff51 HCM Signalized Intersection Capacity Analysis 6: Oakland Rd. & Felt Rd. 6/11/2002 Lane Configurations Ideal Flaw(vphpl} 1900 1900 1z900 a 1900` 19Q0 _1900 ` 1900, 1900 1900 „1900 190Q 190Q Lane Width 16 16 16 16 16 16 10i 10 10 13 13 13 0% Total Lost time(s) 5.0 5.0 4.0 4.0 Lane: Lane l ttil r Facfor 1'00 1 QO - 1 00 1<00 1,.00 ..,.x�0.98 _. s0.92_ 0.94 Flt Protected .. F Qrr=_ 0''99 u_ Y_. 1 098 Satd. Flow(prot) 2118 3 2125 1593 1807 Satd.f Flow(perm) 1837 2078_ 1473 1516 1lolume vph}_< �_ 1(}0 684 1f} a 42 T49 8 41 .. Peak-hour factor, PHF 0.94 y0.94 0.94 0.92 0.92 0.92 0.72 0.72 0.72 0.85 0.85 0.85 Ad} Ftow(vph 58 } _.,_ „r' lOFr 728 k 3 16 520 77 _ 24' 14 58 48 Lane Group Flow(vph) 0 837 �a .,..._0�- 0...._r..61.3z. _.o O_z . 96 ..... 0 0 115. . _ 0 Q% Heavy Vehicles(/o} ='1/o 1 /° t: Turn Type Perm Perm Perm Perm Protected Phases 2 2k y}( r= Permitted Phases _ 2 2 4 4 Acfuate_d Green,G (s� .n_z. Y Effective Green, g (s) 49.9 49.9 _ -8.2 8.2 Clearance Time (s) 5.0 5.0 4.0 4.0 Lane Grp Cap (vph) 1366 1545 180 185 u!s Ratio Prat s .h "' - v._ a v/s Ratio Perm c0.46 0.30� �0.07 c0.08 Uniform Delay, d1 4.0 3.1 27.7 28.0 Incremental Delay, d2 0.8 _ 0.2 1.5 4.6 Level of Service A A C C Approach LOS A A C� C HCM Average Control Delay 7.6 HCM Level of Service A Actuated Cycle Length (s) 67.1 ;Sum of lost time(s) 9.0 ritersectran,,Gapacrtytlt_f[izatron ��-Y�1U2.y3% �% ICt1 LevetofSenrrce�����._t���-_F y.� _ _ �-� c Critical Lane Group G:\P97\97146\a70\synchro\2004 Background PMupdated 6-11-02.sy6 Synchro 5 Report Fuss &O'Neill, Inc. Page 1 Fussonmanc-ff51 HCM Signalized Intersection Capacity Analysis 9: Oakland Rd. & Sullivan Rd. 6/11/2002 Lane Configurations t r 0 !deal Flaw(vphpl} 1900 1900 1900 ;1900 -- 900 _...1900 " 1900 1900 190q "_1900 19Q0 _�1900 Grade (%) 0% --0% -2% ss s_ f2% Total Lost time Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Fit 10 0 97 Q Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd Flow(prof} x 1770 3437 1'719 810 = 1538 ' 1753 ` 3460 - 1718 3435" F I t 0ermitted 0.34 1.00 m 0.41 1.00 1.00 0.29 1.00 0.11 1.00 Said. Flow(perm} ;g 740 [810 =1538; 537;= '346Q .:2Q3 .34335 Y Volume(vph) 472 444 106 84 212 251 76 1103 106 264 742 2 Peak hour factor,PHF 0.86 0 86 086 0 86 n 0 86 Adj. Flow(vph) 549 516 123 98 v 247 292 84 1212 116 290 815 2 Lane Group_FI'9 (vph} �549 639 0 98 _ 247 292 84 z 1328 t s`0 .v 290 817 Heavy Vehicles (%) 2% 2% 2% 5% 5% 5% 4% 4% 4% 4% 4% 4% Turn'l'Ype ����� P,!�►±Pt �_,�_ __�. �Pn?�'Pt�.,,,,. � ,h�Perm..P►�?'�Pt < , _ �� �..���Pm�'Rt �_� �� : Protected Phases 1 6 _ 5 2X N f 7... �4 3 8 Permitted Phases -6 Actuated Green, G (s) 35.3 27.4 21.9 �17.1 17.1 35.3_ 30.6 W45.1 37.3 Effective Greeng Actuated g/C Ratio 0.41 0.30 0.26 0.19 x§0.19 0.41 _ 0.34 0.52 0.41 clearance. Vehicle Extension (s) 2.0 6.0 2.0 6.0 6.0 2.0_ 2.0 2.0 2.0 Lane Grp Cap{vh) �450 w 1042 �. =_ �247 342 s 291 284.E 117 : z .�F 2_97 #14 `7 v/s Ratio Prot c0.20 0.19 0.02 0.14 y w 0.02 c0.38 c0.12 0.24 u!s Ratio Perm c0 30' (}08 _ 0 1i90 11 = � �. �..� �. y _� v/c Ratio 1.22 0.61 _ 0.40 0.72 1.00 0.30 1.13 0.98 0.58 Uniform'Delay,d1 _ 23 627,0_ 26 0_ 3_4 4 a36 Progression Factor 1.00 �1.00 1.00 1.00 v N1.00 1.00 1.00 1.00 1.00 Delay(s) y 141.3 29.7 26.4 46.9 90.3 16.8 4101.2 70.7 20.8 eve[o_f Service� ��`� .F- Approach Delay(s) 81.2 63.6 96.2 33.9 Approachr LOSS _ .9 - E r._s. �, * Y z _, C HCM Average Contro(Detay 71 5 HC__IUl Level of Srcrce `� , HCM Volume to Capacity ratio 1.15 f Intersection Capacity Utilization 111.7% ICU Level of Service G -.: -_�.._�a�_.� . �..4.3s3.�a:iI.YC._va�J^S.:t3�1aL Jt�vc.t_r..a,' ",'.!..e•.�.���'Y..�`s�.-af:�_�-_ .� .�f�r'_�6:._� -F,: � ��a �s<� ��..�m _."�-^.' G:\P97\97146\a70\synchro\2004 Combined PMupdated 6-11-02.sy6 Synchro 5 Report Fuss &O'Neill, Inc. Page 1 Fussonmanc-ff51 HCM Unsignalized Intersection Capacity Analysis 14: Oakland Rd. & Dzen Farms North Drive 6/11/2002 Lane Configurations ` Sign #- Grade 3% 0% 0%- Volume:(vehfh} _790 6 0 540 - 0 �_ �s_. Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow cafe(veh/h) 859z u7 0 587 0 3 �- Pedestrians Lane Widthf) r Yr Walking Speed (ft/s) I'ercenf Blockage -� � _ N B- Right turn flare(veh) MedianTtYPe�. sue- 77 v,' , w,... .. :._. :rtorte .,.. . ..u. L.. Median storage veh) vC1, stage 1 conf volt vC2,stage 2 co,nf va, tC, single (s) 4.1- 6.4 6.2 tF (s) _2.2 3.5 3.3 0 queue free°fa __.. 100 '3_;_r . ' ��. 99t cM capacity(veh/h) 778 144 355- Volume Total 865 587 3 Volume Right 7 0 3 Volume to Capacity 0.51 0.35 0.01 Control Delay(s) 0.0 0.0 15.2 _ Approach Delay(s) 0.0 40.0 15.2 Intersection Capacity Utilization 55.6% ICU Level of Service A G:\P97\97146\a70\synchro\2004 Combined PMupdated 6-11-02.sy6 Synchro 5 Report Fuss &O'Neill, Inc. Page 1 Fussonmanc-ff51 HCM Signalized Intersection Capacity Analysis 6: Oakland Rd. & Felt Rd. 6/11/2002 Lane Configurations (d6a,F(ow(�p_h )­ ' , gbd 190a 1960 00 --'19 0 _1900 = 900 Lane Width 16 16 16 -1,6� 16 16 10 -10 10 13 13 1 Grade 0 0 OX - �!, � YC 1 00 ' Total Lost time(s) r 5.0 5.0 4.0 4.0 Lane Ufil Factor 7,17 Frt 1.00 0.98 0.94 Satd. Flow(prot) 2118 z 4 2124 1594 1810 Satd. Flow(perm) 1837 j 2053 1444 1502 lfolurne(vph} 0 Peak-hour factor, PHF 0.94 0.94 0.94 0.92 0.92 0.92 0.72 0.72 0.72 0.85 0.85 0.85 Lane Group Flow(vph) 0}Yf 840 0 619 0 �YyY01171- Heb� 16`16i_- % /-A Turn Type Perm Perm Perm Perm Protected Phases Permitted Phases 2 2' 4 4 Effective Green, g (s) 47.5 47.5 7.8 7.8 Clearance Time(s) 5.0 5.0 4.0 4.0 Vehicle Extension(s} 3 0 ;-j Lane Grp Cap (vph) 1357 1517 175 182 v/s Ratio Perm c0.46 0.30 0.07 c0.08 yj 6, Uniform Delay, d1 4.0 3.1 26.8 26.9 Incremental Delay, d2 0.8 0.2 3.9 5.7 Level of Service A A C Approach LOS A A C C sec a HCM Average Control Delay 7.9 HCM Level of Service A Actuated Cycle Length (s) 64.3 Sum of lost time(s) 9.0 c Critical Lane Group G:\P97\97146\a70\synchro\2004 Combined PMupdated 6-11-02.sy6 Synchro 5 Report Fuss &O'Neill, Inc. Page 1 Fussonmanc-ff51 11-8(8) INTERSECTIONS AT-GRADE January 1999 FE UE RR EA?,KS DP-, IV _ R � �r R R C zee ► � 30> 1F ISLAND IS 4.5 m2 OR GREATER 1N AREA PUBLIC ROAD Key: R = Driveway radius W = Driveway width IL = Property line C = Corner clearance A = Driveway angle of intersection S = Spacing between two driveway radius points P = Spacing between driveway and property line radius point Type of Driveway Dimension Term Residential Commercial Industrial From Property Line P 1.5 m 4.5 m R From Street Corner C 1.5 m 3.0 m 3.0 m Between Driveways S 1.0 m 1.0 m 3.0 m DRIVEWAY DIMENSIONS l Figure 11-8E Design Professionals, Memo TO: Marcia Banach, Director of Planning Frnnn Karen Isherwood CC: Jeffrey B. Doolittle, P.E.,Town Engineer Galen B.Semprebon, P.E. Date: 06/11/2002 Re: App 02-22P,Berry Farm Site Development.Plan The following list of comments address like numbered comments fr6m Jeffrey Doolittle's memo,dated 6/5102: 1. A boulevard entrance was proposed in order to provide the appropriate cover necessary for the proposed sanitary sewer main. In order to provide the appropriate cover under the paved roadway (eliminating the boulevard)would require an additional 1-2'of fill in areas that we have proposed retaining walls in excess of 15-20'. We are additionally limited by the existing grades at abutting properties. 2. A note indicating that a fence/barrier must be provided along the driveways(at retaining walls)to prevent vehicle passage will be included on the plans. 3. Again,the same note as#2,will indicate that a fence/bamer must be provided along the driveways, (retaining walls)for safety. 4. Sidewalks have been moved awayfrom the driveways,providing a 4'min.snow shelf.Pro 4' Ys P g Posed sidewalks remain along parking spaces providing direct access to a stable walkway for passengers of all vehicles. 5. Grading of sidewalks has been revised to follow the maximum grading of proposed driveways,89/6 maximum. 6. Grading between buildings was revised to accommodate sidewalks and to maintain the 3:1 slopes allowed within the site,without revising the stone walls for each building. 7. The slopes of the drainage pipes from the three catch basins (7, 8 4 11) have been reduced to 10%maximum,by increasing the depth of these structures. 8. A sidewalk has been provided to connect the community building to the proposed sidewalk. 9. Driveway profiles have not been adjusted to lessen slopes from the proposed 7-8%.The location of all buffers (zoning and wetland) along with the changes in elevation of each building, and the need to drain away from these buildings led to the design as proposed which provides for drainage points where necessary with changes in slope where necessary. Due to the site constraints, the 100 foot tangent between vertical curves, required by the Public Improvement Specifications for Town maintained public roadways could not be accommodated at all locations. 1 10. Parking spaces are not proposed in areas greater than 5%slope. 11. The buffers mentioned in item 9 prevent driveway relocation further from the buildings. The proximity of the buildings to one another provides for privacy within each patio/courtyard area as well as accessibility for those individuals with limited mobility. 12. Location of fire hydrants will be under the direction of Fire Marshal Bill Lanni ng 13. Utility locations have not been included as these are under the direction of the individual utility companies upon site plan approval. 14. 1 w il( address any questions or concems the Town Engineer has conceming the drainage report and design. •Page 2 Fuss&O'Neill,Inc. MEMORANDUM TO: Marcia Banach,AICP; South Windsor Town Planner FROM: Ted DeSantos, P.E. DATE: June 11, 2002 RE: Berry Farms site plan application: Town staff comments Fuss & O'Neill has prepared this memorandum in response to Town Staff comments received via email, and during recent phone conversations. We have attempted to contact Sgt. Tom Field, South Windsor Traffic Manager to discuss our findings in advance of this response, unfortunately, he is unavailable for comment until after the date of the scheduled hearing. 1. Sgt. Field noted that our background traffic volumes did not include the approved Stop & Shop development. We have visited the State Traffic Commission and obtained an updated copy of the Traffic Impact Study prepared for the Town Center expansion project, dated 2/22/02 by F.A. Hesketh & Associates, Inc. Figures 5, and 11 of the Berry Farms Traffic Impact Study have been revised to include the site generated traffic from the Stop & Shop project and are attached to this memorandum. We have updated our background and combined conditions capacity analysis to include the site generated traffic from the Stop & Shop project. Tables 2, and 3 from the Berry Farms Traffic Impact Study have been updated to reflect the revised analysis. Copies of the analysis, and Tables 2, and 3 are attached for your review. With the inclusion of the site generated traffic from the Stop & Shop project the intersection of Oakland Road (Route 30) at Felt Road/Felt Road extension will operate at Level of Service (LOS) A during the PM peak hour under the background condition (without Berry Farms). This intersection will continue to operate at LOS A under the combined condition(with Berry Farms). With the inclusion of the site generated traffic from the Stop & Shop project, the intersection of Oakland Road (Route 30) at Sullivan Avenue (Route 94)/Buckland Road will operate at LOS E during the PM peak hour under the background condition (without Berry Farms). Although LOS E is a less than desireable operation, it has been accepted by the Town, and the State Traffic commission for the PM peak hour. This intersection will continue to operate at LOS E during the PM peak hour under the combined condition (with Berry Farms). The Berry Farms project will generate an additional 10 vehicles through this intersection during the CAprojectAberryfarms.doc Fuss&O'Neill,Inc. PM peak hour. The impact to traffic operations is negligible, and the conclusion reached in our Traffic Impact Study remains valid. The Berry Farms Adult Housing Community will not have a significant impact on the traffic operations in the vicinity of the site. 2. Sgt. Field recommended review of the warrant for a northwestbound left turn lane from Oakland Road onto Felt Road extension. Based on the above noted capacity analysis, the intersection will operate at LOS A during both the AM, and PM peak hours of traffic. Since there will be very little delay to any vehicles at the intersection under the combined conditions with Berry Farms, the construction of a left turn lane is not warranted for this intersection. The low volume of site generated left turns (4 AM, 5 PM) can be accommodated at this intersection without an exclusive left turn lane. 3. Town Staff requested provision of an Average Daily Traffic volume on Oakland Road(Route 30). Fuss &O'Neill faxed the 48 hour Automatic Traffic Recorder data to the Town on June 7, 2002.-Based on a review of that data, we estimate the ADT for Oakland Road to be approx. 13,000 vehicles per day(vpd). 4. We note that the site drive to Oakland Road(Route 30) is proposed to be restricted to right turn in and right turns out only. Left turns will not be allowed at this drive. We have attached a typical detail for the physical control and island to enforce the turn restrictions. CAprojectAberryfarms.doc oa 0 dJ r r i 7 Ld .D -D J > .p- 7 9 U7 < r + t` +Z7 Z1� r + 1 a +-24 ty0 S 43 M j +-71 t27 `17$ cq ID N f- t-JQ3 4:law� 4-45T 4-�7 +2 7 5ln 4 �EL.UNG FON ROAD 4J ♦ Li i-�`+-13 84 OAK!AND ROAD ( �OIJ FE 30) 4J j L' r1s 4?z +434s9--+ 1 f N—► 100 -t21 ;'g—+'i t f, -► 1014, +9S 1- —. PwLo -t63 808 787 t(a3 )&4—► y+2—► ^ N 106-4 - d ] 3 '{38 +42. T �os't +�{2 T a ui _ cn i <Qyy^^ co ct-, l✓ Z t� w� I..L� ` FIGURE 5 ro, O ^.i�Jr rJ,lr mu�t�rp`F 48 HARTFORD KuAv.MANCH COMECTiC 08040 646_2469 I�! I 4V20041 tBACKGROUND' TRAFFIC i FI V I KX� N I Nfi 1N g AcY-c,rLOUnlO i 2 wF VOLUMES WEEKDAY PM PEAK HOUR s ; S'ToP a S}4oe SITE G81J E t¢-14TE0 �C� F t G 471LO Mil -T 1 S Z/2 Z-/0 Z '}�X�C) j NEW PARK AVE. SOUTH WINDSOR, CONNECTICUT I ! PROJ. NO.:97146 A70 DATE:NOV.2001 SCALE:NTS LLi _, < Q yJ U G C/'' < - 6- 1 2iz 1 t--•N�yv +-251� +-71 y78 N.16 N 4—'I'8J 4-5�7 SW7 $y0 .R°i rn 4—sL61' 4—N2 SCOCI ELUNOTON ROAD 41 1 4r:nsw OAKLAND ROAD 4-3aa (ROUTE 30) 41 ♦ 1-1.i'20 in � 1 t f' 6�y N-. 100 �s'1 t f �-► lou. 9%7—► -► tO 444 / --+ ; � l08-1 -J sue, t o � T j N SITE 4-6 J 7-► t Y. C-) C. < 0 ,y. J I_t r- X u'l FjGuRE 11 146 HARTFORD ROAD,MANCHESTER.CONNECHCLIT 06040 (880)848 2409 C1� Ar 2004 COMBINED TRAFFIC VOLUMES NEu� comsltlE c> i tt. FFlG CxKx) ! 02' WEEKDAY PM PEAK HOUR , o NEW PARK AVE. SOUTH WINDSOR, CONNECTICUT ill .. PROJ. N0.:97146 A70 DATE:NOV.2001 SCALE:NTS Fuss & O'Neill Inc. TABLE 3 SIGNALIZED INTERSECTION LEVEL OF SERVICE SUMMARY BERRY FARMS ADULT LIVING COMMUNITY South Windsor, Connecticut 2004 AM 2004 PM SIGNALIZED INTERSECTIONS* PEAK HOUR PEAK HOUR Background Combined Background Combined Oakland Road(Rt. 30) at Sullivan Avenue(Rt. 74) 0.75/C 0.75/C 1.14/E 1.15/E Oakland Road(Rt. 30) at Felt Road/Felt Road Extension 0.53/A 0.53/A 0.61/A 10.62/A *Values indicated are intersection v/c Ratio/LOS G:\P97\97146\a70\Report\61002tis.doc Fuss & O'Neill Inc. TABLE 2 UNSIGNALIZED INTERSECTION LEVEL OF SERVICE SUMMARY Berry Farms Adult Living Community South Windsor, Connecticut 2004 AM 2004 PM STOP CONTROLLED INTERSECTIONS* PEAK HOUR PEAK HOUR (Critical Movements) Background Combined Background Combined North Drive at Oakland Road (Rt. 30) NA B NA C Northbound NA B NA C East Drive at Felt Road Ext. NA A NA A East Bound NA A NA A *Values indicated are critical movement Level of Service(LOS) **Values indicate LOS with implementation of proposed improvements G:\P97\97146\a70\Report\61002tis.doc HCM Signalized Intersection Capacity Analysis 9: Oakland Rd. & Sullivan Rd. 6/11/2002 4__ I* jVlaverri E3 _ . EE3, Ef3,;_ Bt_ B. n _L nB' SB B; Lane Configurations ter ' r Idea! Flow(vphpl} = 1900 1940 190Q 1900os 1900 1900 s 190Q K 19QQ: 1900 1900 19(}0 19Q0 Grade (%) 0% 0% -2% 2%" Total Lost time(s} 31 5 0 ` Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Flt Protected 6.95 1.00 0.95 1.00 1.00 0.95L 1.00 0.95 1.00 Flt Permitted 0.34 1.00 0.41 1.00 1.00 0.29 1.00 0.11 1.00 Satd: l=1ow(perm) 6467 3436_ _= 746 [810,.;1538: 533;„ 3460° 203 �-3435� Volume (vph) 472 438 106 84 210 249 76 1103 106 264 742 2 Peak-hour factor, PHF .0.$6 0'86 Q'86 0 86 '-0 86 0 86 = 0_9_1 0 91± Q.9' 0.91 Q 91� Q.9 Adj. Flow(vph) 549 509 123 98 244 290 84 1212 116 290 815 2 Lane Group Tlow_(vph} 549 632 m {} 98 244 290 84 - 1328 Y () 290 v 8 t7� y# O Heavy Vehicles (%) 2% 2% 2% 5% 5% 5% 4%- 3~E4% 4% 4% 4% 4% Turri.T _ -Ype _P-?}pt ._. �. .. pm+pt Perm,.P �Pt � L Protected Phases 1 h 6 5 2 7 4 3 8 Actuated Green,fG (s) 35.2 27.3 21.9 17.1 �17.1 �35.6 30.7 45.2. _37.2 Effective Green s 371 27 3 23 8 17 1 171 37 5 30 7- 47'9 37;2 Actuated g/CrRatio 0.41 �0.30 0.26 0.19 0.19 0.41� 0.34_ 0.52 0.41 Vehicle Extension (s) 2.0 6.0 2.0 6.0 6.0 2.0 2.0 2.0 2.0 Lane Grp4Capa(vph- : -.,_.45Q �1038 � - 248 342 v 291zS 287 C175 y ;297 ` 14 4 v/s`Ratio Prot c0.20 0.18 0.02 N 0.13 0.02 c0.38 c0.12 0.24 v/s Ratio Perms c0 3Q '� 0 1 1 08 s :LQ 19� Q �39 F v/c Ratio 1.22 0.61 *0.40 0.71 1.00 0.29 1.13 0.98� 0.58 Uniform Delay;:d1f 23'7 ;27 0 Y26©��-34 436 614.:29 M. 6 �2Q 5 Progression Factor $1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay(s) 141.4 29.6 26.4 46.3 88.5 16.6 99.6 70.8 20.9 �- Approach Delay(s) 81.6 62.6 94.7 34.0 813 ruaaeh LOS � _n E � Fx> C� HCM i4veage ContrdfDetaX4� r 19e � E 'y €3y x HCM Volume to Capacity ratio _ 1.14 Intersection Capacity Capacity Utilization 111.5% ICU Level of Service G G:\P97\97146\a70\synchro\2004 Background PMupdated 6-11-02.sy6 Synchro 5 Report Fuss &O'Neill, Inc. Page 1 Fussonmanc-ff51 HCM Signalized Intersection Capacity Analysis 6: Oakland Rd. & Felt Rd. I6/11/2002 _ .. 7'' .._lti_ L... .,. <.... ..,-. - � =.,..a 4t te__ Lane Configurations (heal Flaw(vpt pl} ... ..1900 f9QO 19Oa 1900 1900 n19Q0 1900; 1940 1900 1900 1gQ0 1906 Lane Width 16 16 16 _ 16 16 16 10 10 10 13 13 _13 Total Lost time (s) 5.0 5.0 4.0 4.0 _ Lane Util Factor Frt 1.00 g 0.98 0.92 0.94� Fit Protected _ 0 99 - Y1 00 0 99_ 0.98 .y E _�. x.,..._Y.. . Satd. Flow(prot) 2118 2125 1593 1807 0 Satd. Flow(perm) 1837 2078 1473 1516 Votumeu(vph}.A-t< w. ., 10a F 684 3 15 - 478 71 = 17.4 1 Q 42 49 Peak-hour factor, PHF 0.94 0.94 0.94-- 0.92 0.92 0.92 0.72 0.72 0.72 0.85 0.85 0.85 (vp 01 flow 4) 106 728 Yi3 16 520 77 ' 24 r 14_ 58 58 9 48 Lane Group Flow(vph) 0 837 0 0 613 0 0 96 0 M 0 115 0 Feavy,Vehteles(%} : {'%, 1°!° . 1% 0% _. 4%: 0% 1% ;1% .. ,1°!o 0% . x'X(1% 0°!a Turn Type Perm Perm Perm Perm Permitted Phases 2 2 4 4 _ Effective Green, g (s) 49.9 49.9 8.24 8.2 74 Clearance Time(s) 5.0 5.0 4.0 4.0 Vehicl8 Exterision(s) _3 Q . 3 0 s1:5_ :15 Lane Grp Cap (vph) 1366 1545 180 185 uls Ratio Prot = = N �3z A IE v/s Ratio Perm c0.46 0.30 0.07 c0.08 v/c Rat�QZ17 Uniform Delay, d1 4.0� 3.1 27.7 28.0 Incremental Delay, d2 0.8 0.2 1.5 4.6 7571 t 3 3 29_2=�s_ Pm 32 6� _ Level of Service A A C V C Approach Delay(s s4 9 _ _ 3 3 29 2 u s32:6d , .� Approach LOS A A C C e i_ _ Y. HCM Average Control Delay 7.6 HCM Level of Service A Actuated Cycle Length (s) _ 67.1 Sum of lost time (s) 9.0 (ntersecf�ort Capae��y�,Util�zaton �3 ,102'_3%���u,fCE1 l.evel�of Serfrice ,�_{_ �-= ,�F - _?�� _ c Critical Lane Group G:\P97\97146\a70\synchro\2004 Background PMupdated 6-11-02.sy6 Synchro 5 Report Fuss &O'Neill, Inc. Page 1 Fussonmanc-ff51 HCM Signalized Intersection Capacity Analysis 9: Oakland Rd. & Sullivan Rd. 6/11/2002 Lane Configurations t'+ I t r , Ideal Flow v h 1 y „ 1900 1944 1900 1900 1900 ''1900: 1900 1900 1900 1900 19Q0 �190f (.. _P} . - -. , _- . .._. a-. .a. _.-. Grade (%) 0% 0% -2% 2% Total Lost time(s}.a 3 3 l 5 0 Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt _1 OQ 0`-97 s 1 QO 1 04 0 85 1 00 Q 99 1 fl0 1 00 ' Flt Protected 0.95 1.00 0.95 -1.00 1.00 0.95 1.00 0.95 1.00 Satd Ftow{praf� �`� � 177Q 3437y N 1719 �1810 =1538 1753; 346U} 1718� 3435'�' Flt"Permitted 0.34 _ 1.00 0.41 1.00 1.00 0.29 1.00 0.11 1.00 Satd. Flow,{perm ` �, . a R.. } 630 =�-3437 - , = , . 744, LL:_�810 �__1538" -,537� 34601_ _ _=203 ., 3435 Volume (vph) 472 444 106 84 212 251 76 1103 106 264 742 2 Peak-Eiour factor, PHF €}86 ,0 86 0 86 0 86 0 860 86 ' Q 91 Q 914 91 a 0 91 0 91U Adj. Flow(vph) -� 549 516 123 _ 98 247y� 292 84 1212-_ y116 290 815 2 Heavy Vehicles (%) 2% 2% 2% 5% 5% 5% 4% 4% 4% 4% 4% 4% Turn T pe m+ t _ rn+ t Perm m+ t Protected Phases 1 6 5 2 7 4 3 ;8 Actuated Green, G (s) 35.3 27.4 21.9 17.1 17.1 35.3 30.6 45.1 37.3 Effective Green,g(s �¥ _37 2j 27 4 x `£} 23 8 171� <171 37 2 30 fi , ' ��47 0 373 Actuated g/C Ratio 0.41 0.30 0.26 0.19 h 619 0.41 0.34 652 0.41 Clearance Vehicle Extension (s) 2.0 6.0 2.0 6.0 6.0 2.0 2.0 2.0 2.0 Lane Grp Cap1EvP 450 1042 247 342 yy' 291 4 284 1171' $.w � = 2 7 1T17- v/s Ratio Prot c0.20 0.19 0.02 0.14 0.02 c0.38 c0.12 0.24 v/s Ratio Perris£ c0 30 `� ' R - 0 08 t" 01� 011p� 's 0 38 .`x'.t_: •�t> ., v/c Ratio 1.22 0.61 0.40 0.72 a 1.00 0.30 1.13 0.98 0.58 ;Uniform Delay,cI1 s. 236 27 0 '.E 26 034 4 36 6 - 16 6= 29 25 6 `205 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental©elay,d2 1 t77 n 2 0 4 12 4 53 6 ' 0 2�Z1 3a 45 2 0`4 Delay(s) 141.3 29.7 26.4 46.9 90.3 16.8 101.2 70.7 20.8 Level ApproachYDelay(s) 81.2 63.6 96.2 33.9 -- HCM Avgragg Co tool ©e aft 71 5 " HCM Leue[ HCM Volume to Capacity ratio 1.15 Intersection Capacity Utilization 111.7% ICU Level of Service G c Critical Lane Coup f '�� .z= - a.t_ : G:\P97\97146\a70\synchro\2004 Combined PMupdated 6-11-02.sy6 Synchro 5 Report Fuss &O'Neill, Inc. Page 1 Fussonmanc-ff51 HCM Unsignalized Intersection Capacity Analysis 14: Oakland Rd. & Dzen Farms North Drive 6/11/2002 E Lane Configurations Sign Grade 3% 0% 0% - Peak Hour Factor 0.92 0.92 �0.92 _0.92 0.92 0.92 Hourly flow ratveh/h) 59 Y7 0 `587 0 3 Pedestrians Lane Width , Walking Speed (ft/s) Right turn flare (veh) ted�anftype � .._ � Median storage veh) vC1, stage 1 conf vol RC2,stage 2 conf�vo a� _ v tC, single (s) 4.1� 6.4� 6.2 tF (s) 2.2 3.5 3.3 + I' r. - 0 cM capacity(veh/h) 778 144 355 Volume Total 865 587 3 Volume Right 7 0 3 Volume to Capacity 0.51 0.35 0.01 Control Delay(s) 0.0 0.0 15.2 Approach Delay(s) 0.0 0.0 15.2 Intersection Capacity Utilization 55.6% ICU Level of Service A G:\P97\97146\a70\synchro\2004 Combined PMupdated 6-11-02.sy6 Synchro 5 Report Fuss&O'Neill, Inc. Page 1 Fussonmanc-ff51 HCM Signalized Intersection Capacity Analysis 6: Oakland Rd. & Felt Rd. 6/11/2002 Lane Configurations _, _ 41, ~ !deal Flaw(vpFipl}' 1900 1900 I900 9900 1900 I900 1900 1900 1900 1900 1900 -1900 Lane Width 16 16 16 16 16 16 10 10 10 13 13 13 % .. ,., ., . _ 4% Total Lost time (s) 5.0 5.0 4.0 4.0 Lane lltl Factor1 00 [ 00 Y 1 00 v 1 0.0 Frt 1.00 �0.98 0.92 0.94 Ftt Satd. Flow(prot) 2118 2124 _ 1594 1810 - � F[t Permitted �- Satd. Flow(perm) 1837 2053 1444 1502 Volume:(vph) 478 r= -1 y 21 10 45 Peak-hour factor, PHF 0.94 0.94 0.94 0.92 0.92 0.92 0.72 0.72 0.72 0.85 0.85 0.85 Adj F[ow(vph} 1.66R,.731 3 22 `520 Lane Group Flow(vph) 0 840 0 0 619 0 0 105 0 0 117 0 Heavy Turn Type Perm Perm Perm Perm Protected Phases r , 2 ' f 2 s 4 ;i Permitted Phases 2 2 4 4 Actuated Greend_- Effective Green, g (s)w v47.5 47.5 7.8 �7.8 Actuated g/C Ratio <.' 0 74 1 0C ' 012 Clearance Time(s) 5.0_ 5.0 4.0 _4.0 Vehrcle`Extens or _(s} ,,. .' ' 3.0 Lane Grp Cap (vph) 1357 1517 175 182 v/s Ratio Perm c0.46 0.30 0.07 c0.08 _ Uniform Delay, d1 4.0 3.1 26.8 26.9 Pagressron Fact�it a0 _ 1�0 y 1 00r r 140�..��z" Incremental Delay, d2 0.8 0.2 3.9 5.7 Level of Service A A C C Approack►�Deia � ���� �� 4:3 m �,_ �_�3 3�_ s�F���.�_�_3(}7 `~���- ��.�. ��.32.6 Approach LOS A A C C s. a HCM Average Control Delay 7.9 HCM Level of Service A Actuated Cycle Length (s) 64.3 Sum of lost time(s) 9.0 Intersection Cap ty Uttirzation k_, �1fl2 8°l0 i s�tCULevei of Service . _._�� -����F �"'y .� � �= c Critical Lane Group G:\P97\97146\a70\synchro\2004 Combined PMupdated 6-11-02.sy6 Synchro 5 Report Fuss &O'Neill, Inc. Page 1 Fussonmanc-ff51 11-8(8) INTERSECTIONS AT-GRADE January 1999 p BE RR R I I I Lfi I CAKLAt�l�s R\04o R S R iZbUT� 30� IF ISLAND IS 4.5 m2 OR GREATER IN AREA PUBLIC ROAD Key: R = Driveway radius W = Driveway width IL = Property line C = Corner clearance A = Driveway angle of intersection S = Spacin;between two driveway radius points P = Spacing between driveway and property line radius point Type of Driveway Dimension Term Residential Commercial Industrial From Property Line P 1.5 m 4.5 m R From Street Corner C 1.5 m 3.0 m 3.0 m Between Driveways S 1.0 m 1.0 m 3.0 m DRIVEWAY DIMENSIONS Figure 11-8E N Appl #0-22P, Berry Farm Senior Housing Public Hearing, 6-11-02 Planning Department Report 1. Request for Special Exception to Article 4.1.11 and Site Plan of Development approval to construct 102 units of senior housing on the south side of Oakland Road, west of Felt Rd, AA-30 zone. A regulation amendment was recently adopted by the Commission that allows a maximum of 200 units of this type of elderly housing, and a maximum of 102 units within a single project. With the construction of Berry Farms, there will be a total of 176 units. 2. Maximum impervious coverage allowed is 40%, 27.7% proposed. Proposed building height is 24 feet; 30 feet allowed. Lot size is 14 acres, minimum lot size allowed is 2 acres. Minimum required frontage is 200 feet, but the frontage requirement can be reduced by one foot for every two feet of additional building setback, with a total reduction to not less than 100 feet of frontage. The proposal shows frontage reduced to 96 feet, with a four-foot variance granted by ZBA in April 2002. Thus, the front yard setback on Felt Road is now established at 250 feet, with 458 feet provided. Maximum allowed density is 10 units per net buildable acre; under that formula, 115 units would be allowed. 3. This application is a joint application between the Metro Realty Group and the South Windsor Housing Authority, as required in the recently-amended Section 4.1.11. The purpose of this regulation is to provide housing particularly suited to the needs of the elderly citizens. Housing must be located in reasonable proximity to such shopping and services as are required by elderly persons, and the development is to be designed to provide a pleasant environment for habitation. ere-is-a-small retail-plaza within walking distance of the-subj ect-- Csite ,,the use.must be in confJormity with the general framework and intent= wn Plan of Conservation and Development. eption criteria include: im acts will not be det�mental to the residelitial character of the orhoowill be imal adverse impa�ts on existing uses,in the area; nding prope values will be conserved and the character of the orhood will not be unduly disrupted; • Impacts will not b trimental to the ca acity of present and roposed utilities, streets drain ge systems, siddNw ks and other in s cture; • The land is ysically suited tot proposed use and nimal dverse environm tal impac'La cre ed; and• Due con ideration to ation of historic fact s has been dem I Rs�ated. 5. The Town Plan depicts this area as Residential, a category that includes medium-high density residential. The Plan notes, for example, that medium- high density residential developments might be limited to those areas having direct access to state routes or where they serve to buffer less dense residential developments from commercial development. This subject property has direct access to State Route 30; and abuts commercially zoned property to the north and east. In addition, the Housing Element includes goals that are relevant to this application, including: • Develop housing to meet the needs of the entire community, including but not limited to: small families, large families, the elderly, single adult households, various income levels, and • Develop a full range of housing styles, types, sizes, densities, affordability, and forms of ownership in order to meet the housing needs of the community. The Plan also states that the Commission notes a general lack of understanding on the part of the public concerning exactly what affordable housing programs are or should be; and to that end the Commission should explore avenues of communication so that increased understanding of the concept occurs. 6. The development is subject to restrictive covenants to both the Housing Authority and the CT Housing Finance Authority. The covenants to the Housing Authority govern appearance and maintenance, and are required by the recently-adopted amendment to apply as long as the property is zoned residential. The covenants to the CHFA govern the property for 70 years. 7. The traffic report indicates the 85th percentile speed is 51 miles per hour. 'Mave' nvff-proO y"tmfficnorr— R- - ance. The entrance on Felt Road is the desired primary entrance from a traffic safety perspective, as it has immediate access to a fully signalized intersection. Staff have suggested three options for the main entrance drive on Oakland Road: Y f • The entranceway be designed such that it can serve as joint access for both the subject site and the abutting undeveloped commercial property to the northeast; or � 7 • Right-turn in, right-turn out only, o"r • Entrance or exit only. The appiLant's_traffic report indicates that the main entrance on.Oakland Road will bef ight-turn in, right-turn out-only, which is consistent with the staff /recon endations�-- Felt Road will be improved and widened to 26 feet up to the gas station driveway, in accordance with staff recommendation and the recommendation of the applicant's traffic engineer. 8. Pedestrian access via bituminous sidewalks has been provided throughout the site. Pedestrian access is also proposed to Felt Road, where the residents can then access the shopping plaza. 9. Minimum parking required is 1 space per 4 units, or 26 spaces; the Commission can increase the required parking to one space per unit. The applicant is providing 132 spaces for 102 units. IO.Architectural and Design Review Committee reviewed this application on June 6 and suggested that s r CUYI'1Si 0-1"� . � Cya`�,4 4-.4,J'� � t-t..t,.,.. c r���c 1 j(C -4-c/ 11.A 50-foot buffer is required between the proposed development and the existing Gateway zone to the west and the Restricted Commercial zone to the north. The Commission may allow a reduction to a 25' buffer if site conditions support such (for example, the site is contiguous to open space, permanent buffers and/or mature vegetation), and large trees are saved or planted within the buffer. The applicant is proposing that the buffer be reduced to 25 feet for the perimeter of the property. 12.The site contains regulated wetlands. This application is pending with IWA/CC and will be heard on June 15th. 13.Sgt. Field of South Windsor-Police-Services-has rioted-t at t e not= rrlude-the=StopA-- ho Ataffic- ,:it-svana is,=� o questions how the level of service can remain at A at the traffic signal at Oakland & Felt roads and recommends that this signal have a new exclusive left turn lane for Berry Farm. 14.Public water and sewer are provided. Water Pollution Control Authority approval is required. 15.Dumpsters are shown on concrete pad and are screened with arborvitaes. 16.If this application is approved, in addition to items already noted the Planning pp pp y e ann ng Dept requests the following approval modifications: • Traffic report sheu &correctly;dent th_e site location-on figures 2-11 as not New Park Avenue, South Windsor-There should also be a naive/s gnature of the author of the traffic report. • Pavement (roadway and sidewalk) is not allowed in the buffer (except for the access from the public street) • Frontage calculation needs to be included and the new front yard setback dimensioned on the plan. p �/ gyp" t„ i3 C� Z .v s J w r ��{�> rdVe y Cc C'L ( lr11J-k-,, WJirvv) , l � � • fG��. e 6 O I-� �� o':' co t'` v J a-0-03 C�,V V, a P"d C'J4'0 f Yki C. e- A441 j-11- �fA_CA w�'3 � � ;� - r j C r,.i. yc-r t�'. r. c r.,' ? �'?: `o t •'� �l_�L,(i.. �',,,'�j 1�. �-i`�,� _ ��"t��l✓'tom' � -�-� �, p'�t _ f � � t. r p ! f U ; ,,G._ r. q,r, , -06-2P 2 09:15 FROM-Metro Realty +8606776919 T-286 P-001/004 F-449 Tax Dat3: Friday,,tune 14, 2002 To: Town of Swath Windsor Marcia A. Banach Phone: 860-644-2511 Fax: 860-644-8781 From: The Metro Realty Group Tell. (860) 674-5641 Fax(860)677-6919 Pages: Subject; RECEIVED JUN 14 2002 SOUTH WINDSOR PLANNING DEPT. I dG:O6-2L' 2 06.16 FROM-Metro Realty +8606776919 T-236 P-062/0O4 F-449 Memorandum To: Marcia Banach-Director of Planning Jeffrey B.Doolittle,P.E.---Town Engineer CC; Geoffrey Sager )Raymond Jefferson Peter DeMallie From: The Metro Realty Group,Ltd. Date: June 14, 2002 Re: Berry Farm Site Development Comments The following is a response to you comments dated 6/5/02 in the same sequential order. l. We agree. The sanitary line will be under the roadway of bituminous concrete. 2.. Our conceptual plan for aesthetics was to create a country road boulevard entrance to the site off of Oakwood Avenue.As depicted on Ray Jefferson's landscape plan.,this would include two (2) stone piers at the entrance, a post and rail diamond horse fence from the entrance piers to the culverts and then continuing on the other side of the culverts up to the end of the entrance drive. This would be in white to complement the buildings' trim and fences. At the culverts,we were intending to create an imitation stone bridge out of brownstone which would have somewhat of arch to it as depicted on the Ray Jefferson plan at 42" high. With the concern of cars going off the retaining areas which vary from one to three feet(1' to 3'),we would propose to maintain the aesthetic conceptual approach by putting some type of I-beam with cables behind the white horse fence to stop cars. If, in Jeff's opinion, a guardrail needs to be in front of the fence, is more than a cable, or a fence needs to be on top of the 42"brownstone bridge wall, then we would scrap the aesthetic conceptual approach and just use guardrail and chain link fence. The visual impacts are not compatible. � 3. First of all, there is no sidewalks. This is just for traffic alone on this road. In the event children are interested in climbing,whether it be a 4' stone wall, a 4' chain link fence, a 6' chain link,fence or a horse fence, they will be able to climb them and get over them. The only way you can prevent people from going over these � walls is with a 6' chain link fence with some type of angled barb wire. Anything r:4Aparunenr DrvalopmenmMileon Farm-%oLtll Wlndsmit+B 2.1Et0pon3e to COnsmonts.&C 1A-06-2CQ2 09:16 FROM-Metro Realty +8606776919 T-236 P.003f664 F-449 between the 42"of the stone wall and the 6' chain link with wire is subjective. If Jeff that the fence is needed on top of the stone wall,then again we will abandon the previous conceptual plan and use,guardrail and chain link fence. 4. We have not incurred this problem on any of our other projects, but we will increase the sizes in front of the parking spaces or use car bumpers for this potential problem. S. This is difficult to explain but between the upper level and the lower level, there is a ten foot(10')grade difference. It is not S'because we have the framing members and we want to put an 8' 8"ceiling in the basement to maximize ceiling height with the limited amount of lights as compared to the upper units.In order to make up this 10' grade,we have done it in the transitions at an 8% grade so that the parking spaces and the walkways up to the units are flat. This has worked the best in all other areas, and we strongly suggest if this is not comprehendible that you drive to Avon and look at Whispering Pines II, Likewise,the sidewalks in the transition have to make up the 10' grade differential, which is required under this approach so that everybody has a grade level, individual entrance without common hallways and elevators. We emphasize that the sidewalks and walkways to the entrances f om the parking spaces be flat and the transition pick up the grade change.Again,we strongly urge you to visit Avon. 6". This is a possibility but not requirement at other sites. 7. Design Professionals has addressed issue. 8. The landscape plan shows walkways to the community building. 9. Again, we have to mare up a 10' grade differential and that is a restriction and cannot be eliminated. There is no ability to eliminate the 10' grade change. 10. Agree. 11. ]design Professionals has addressed this but this is the same spacing we have used in other Towns and we have provided a tremendous open area of space around the pond and the clubhouse. 1'2. We will agree with the fire marshall. 1:3. We do not design the electrical layout with the transformers or the primaries or the secondaries,nor the gas plan or the water plan. These are all provided by the individual utility companies and then we convert those into easements. Cable and telephone follow Northeast Utilities and they will all be on as-builts, but at this � time,they will not draw the plans until the project is approved. PnoLparnncin DovolopmLnEAWotooll Farm-South WSnQ*ff&Z%WPoaw m Coolnmta.dac k-08-= 09:17 FROM-Metro Realty +8606776919 Y-236 P.004/004 F-449 .Additional Note: Right now,there appears to be a 5' shelf from the roadways to the retaining walls. If we are to use the country road conceptual plan, we would need to put the post and rail With at least a 4' snow shelf and we will need additional room,to put an I-beam and cable behind the fence. If this approach is desirable,we suggest the roads be reduced from 15' to 13' or 12' in width to provide more room fore the guardrail. As you are aware, these are one way roads. P:1Aportmrnr DevelefiftntuNWatson Poem•$Quill WinilrorT&DRapono w Comments.doe STANDARD APPROVAL MODIFICATIONS FOR SITE PLAN PROJECT Berry Farm Elderly Housing APPL. #02-22P ENGINEER/ARCHITECT DPI PROD. # 22, 1 Submit mylars of sheets: 2 1. Prior to commencement of any site work,a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of$25,000 for erosion and sediment control,and a bond in the amount of$20,000 to ensure stabilization of the swale and stream crossing. 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$10,000 is required and must be submitted prior to filing of mylars. 6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 7. WPCA approval is required. 8. The building(s) street number must be included on the final plan. 9. Town Engineer's review comments dated July 18, 2002, (with the exception of the final comment) must be addressed to the Town Engineer's satisfaction. 10. Required restrictive covenants to the South Windsor Housing Authority must be reviewed and approved by the Planning and Zoning Commission and the Town Attorney. 11. Decorative grills are required over wall condenser units. 12. Applicant must return to ADRC for review of building colors. 13. Wherever sidewalks directly abut parking areas, the sidewalks must be five feet wide. 14. L� 15. The attached Special Exception form must be completed and filed in the Town Clerk's office. The special exception will take effect upon filing. -2002 13:16 FROM-Metro Realty +8606776919 T-605 P.002/003 F-177 51 MUMMAE-TTE ; f µ a • - ■ • • HE10A- of CT -11 The Newsletter of the Hontc Builders AssociczdOn of one,gcacw,Inc, - Volume 5 judicial pensions and Qthe State UIgIBus�ess 002 i Your Source For News on State tegisdation,Rego 1'he only Statewide organization Represenring Home Builders,Ramodeders and Land L?evedopers FRnal Results of 2002 {�egislstive Session � Creneral Assembly met in regular session # single citation The 2002 Connecticut The IAA defeated an additionala that �, + would have removed the treble damages Sanction against fit February 6 to midnight an May$(I.e.,a short' session # zo�ig oft'icers if they issue citations frivolously or without year)" The IsA of Connecticut testzfi dditional bids and d on Over 20 bills(i.e., + pmbablc cause. Effective 10/1/02. pxogoSedlaws)and worked in many • tents. "Ibis report is a brief synopsis of the sigr�cant + u5e Bill 5068)(Suppark}—Authorizes Fublic Act 02-77't,Y1a zoning commissions to"act upon"rather than"adopt or deny" bills that t�et became law in 2002 and the bills that died(the + �MA's position is noted in parenthesis). + wning petitions(Le.,applications to change the zoning # regulations or map),allowing zoning cor�tssions to Modify session ended without are agreement on the state . passage and applicable 'rkie regular + and approve petitions. Effective upon budget,so a special budget session will be held. A couple of + toPetitionslfiled on and after said date" that died could be,revived in this �session' ForFor mom? + onitar)—Establishes an manf these bills and to eta za date on other : Special Act 02-x3(Sens,#e Bilf 599)(1►I level rnent,,visit the association's web site at www,hbactcom. a blue ribbon commission uu property inac burdens and smart growth meentives" The HBA supported an alternative smart Bills that were passed and growth study bill. Effective upon passage, si ned b tfie Governor * U e Makes Public Act 012�74(Senate Bx1168)—Section 1(support) : public Act 02-87(Haase rdablell housing ( g appeals lls act" This chatsging or : further char to the affordable housing Pp requires z=-ng commissions when adopting, + bill extends,from three to faun years,the 1ex�gth of an zoatng regulations or boundaries to cornm�iT fordable housing appeals procedure morawrium. It repoaling Q'ith 1ft local plan of conservation and . ant for 1oca1 option din son cansisten * eliminate the awns-occupied Diu deed fan that would housing de — — sal • ordabte h g feared an original Prapo 'ts triggered by an off A de a eredi e I�3 tax � ant The between local zoning and the + Pre1 ' Dave required strict consistency comes that site plan restriCtian. It adds certain mobile homes and accessory' local plan.o_C&D. section 2(Support) Ion * apaxcments to the list of dvvellir►g units municipalities can decisions are appealed to superior court,removing confus count toward the ten pexcem trigger that Makes the appeals caused by the bardden_decision- Section 3(Monitar)changes ft * Procedure unavailable to an applicant. Finally,the bill fine ty Sid for each day as violation for ontinue5 rather than.f lig zoning regulations to a � + p (see�2002 Legistortvs session on pa-ee 2) Excerpts from HBA of CT Annual Report Report resented at + Met 2001 fund-raising goals of the DBA.of CT The following is excerpted from,the Annual Rep p" *� + }wild-PAC—On our way to meeting 2002 goals— the June 12,2002,Annual Meeting of thr,Board of Directors- + gupported state legislative candidates who are friendly to the policies of the BBA of CT- A.Ccani tis11t7caents from leaders Year 3unc 2o01 tg 3une 2002 # . Responded to numerius member inquiries about issues affecting their business. Increased tmembershilr statewide—Highest ` Began significant efforts,and received positive ech in,-mbership total in ten yews—Natiar�al membership : press coverage,in local high schools and m nt retention award from NAJIS• schools to address the workforce develop islative year(see"Final Results + Aaother successful leg' y (See Annual Report on page 2) .."article above). 06-07-2002 13:17 FRONT-Metro Realty +8608778919 T-605 P.003/003 F-177 r ' H>3A pi=.CT t.ETTEFt DULY/AUGUST 200Z PANE 2 (2002 Legislative Sosiort from page 1) (,4a,rual Report from Page 1) req DECD to adopt model deed restrictions that satisfy the is of the appeals act. Effectdve 10/1/02. needs of the states construction industry. to rove requirements 'Worked with Department of public Safety iMP crate BiIl 46r�(Ci?Pose)"prohsbits state coda tram$of municipal building officials and Public Act 02-129(S for alternative on-site sewage contractors. wastewater discharge P �. t;,its a and su Orted a treatsrtent system,as defined m the Public Health Cod Received positive press coveragePP waterr supply watershed unless the DBP determines that significant campas to raise funds and awareness for feasible solution to an existing breast C-incer research tl�rougll the Ian's House of 1)such system is the only pOutitian problem and that the proposed capacity does not Hope project. ciation's code of ethics, city such exceed the capa of the failed ou site system,��em, ) Significant revision to asso ansion or new construenon of an a or adopted'by all jive local associations in CT,to promote system is for the P �e intent of The bill is to and ro riate behavior new public school in certain td` water supply and enforce a standard of legal cernsuxrze P and other prevent more intense developments on drinking do not among all our members toward Alterna �e on-site sewage treatment systems busines=_cs. Industry) ,wards watersheds. sal a.c.,septic Dine Building include systems using subsurface sewage disposal Suecess'Ful HOBY(S tanks and,leach fields). The HBA ordllcstrated�excharsge on nj=er held in November 2001 over 4Z0 the House floor between legislators that it is not the intent of the attendees). hcal ons in the piper or to Successful CT Cup Challenge Golf I foursome s held bill to apply to any p ' ts. The bill that p�was a offers,1 foursome slay Of a ogle, y home developzsaen in September 2001 with 140 g compromise proposal to try to satisfy our concerns. The HPR sellout opposed the.original bill'that would have required such Sold 2001 goose Of the Year built by Bob strongly pp t the state plan of conservation and Jr.;Great start t0 the 2002 House of the permits to be consisten local zoning approval Wiedesimann, development and would bane re9lireol Year,jointly sponsored with t>ae BA of Eastern CT and DEP permit. Effective 10/01/02. built by Nora VJbeelers John DeCiaritis and Rob Prior to receiving dii,eat educational program and mod-raiser ri) Provides Parrette�-a» ]Public Act 02-122�orise 13111 545G}(SuPp°for the association. protection to sellers of 1—4 fa�Y dwellings,including home • Significant increase in premiums sold under our buDders,from for any duty to disclose the presence of sponsored insurance program��The Hartford- Isab>�tY provided such seller provides written web site(www.hbact.com)With continuous haaardous waste facilities,pr enrersn$into the • pdarap publication of HBA of CT notice to the purchaser,prior to or fin'of us wane updating schedule;Regular Letter and CT Builder magazine. Home contmat of the avatsDab section£ e f of the general statutes, facilities pe5 DF to provide toicipalities,and Successful publication.and distribution of atsnual g 'T Y�is bs71 also places the onus Builders and Remodmele ode batter se builder nsumerswffiwnicip�cerks to posts such lisp a tbatces site was sub st eiitial redesign p on the buyer to inform the seller that other fOlO d g or suicide is and rcmodeler members• a the site of a homicide,other felony Effective 10/i102. Numerous great meetings of the CT l7cvelopers time the buyer's decision to purchase. Cousacil and CT Sales and Marketlu&Council. rt tutor)—ReVkes the Well-attended 1 Idership Training&Board Public.Act 02-72(Senate Bill 390)(Mo Orientation seminar• Seminar. State Buildiaag Inspector gad State Fire Marshal to create a list of major OSHA worl�place safety Lions from,respectively:the State Bugg Spoiasored caj Affairs Task.Group— variations grad excmP Code that they have issue over the « Beg3n a Local Regulatory A Code or State Fire Safety $cat to a new Local Advocacy Dias two years. The list is to be updated biennially, working toward establishing tiblicize the list and al Action Fund,to address the anti mousing code offie��p educate local code gundiLeg application for a actions and ideas Of local governments across CT and local exemption Teceived by a local node official shall be Public opinion of residential cossstruction. Officials on to use the list. Also,any co create positive pu P variation or fir or State Fire Marshal �` V forwarded to the State Bv>�g such local code official and �v uotiea writhim I$bsasiness days of receipt by but if you Wad to test a shall include comments on the merits of the app�non. ,'Nearly a'Il men can stand adversity, f You" Effective 10/01/02. ttsan's character,give him p (Monitor) Among Public Act 02-SZ(goose e ill olhe i3id tries �by the -Abrariam Lincoln numerous pra,iisions related to other mess 47h�e trouble with most of us is that we d rather be ruined p�artrnerit of ion+fir�tCGtion,this bill prolu�bitS licensed by praise than saved by (gw 2002 Leg stative Session ors pale 3) Norman Vincent Peals C MEMORANDUM To: Marcia Banach, Director of Planning RECEIVr=E) From: Jeffrey B. Doolittle, P.E.,Town Engineer JUL 92002 Date: 7/9/02 RE: App 02-22P, Berry Farm Site Development Plan SOUTH WINDSOR PLANNING DEPT. I have reviewed the revised plans (dated 6/27/02)for the Berry Farm Site Development Plan. I have the following comments about these plans. Please call me(x 245) if you have any questions. 1. The final design of the retaining walls must be submitted to the Town Engineer for review and approval. The retaining walls and stone walls along the driveways need to have abutments and/or guard rails to help prevent vehicles from going over them. 2. A 4 foot fence needs to be installed along the top of all retaining or stone walls with a drop over 4 feet on a side,to help prevent people from falling off these walls. 3. Include a note on the Topographic Plan that the sidewalks be 5 feet wide by parking spaces. 4. The three drainage pipes from the three catch basins on the south side (CB 7, 8, & 11) to the yard drains between the buildings are very steep and therefore should NOT be perforated pipe. Clay stops are not recommended here as well. I will talk to the Engineer about this. 5. The driveway profiles should be adjusted to eliminate the frequent changes in slope between Sta. 10+86 and 12+74. Changes in slope(up and down) need to be separated by at least 100 feet. 6. I have questions about the grading by Sta. 12+0. The road is sloping to the outside and no curb is shown, however, the roadside grade is higher. Where will the road water from this area drain? The curb should continue in this area between Sta. 11+0 and 13+0. 7. There should be a continuous curb from Sta. 40+50 to past Sta. 44+0 because of the steep grades and drop in this area. 8. The top of the proposed boulder wall from Sta 41+50 to Sta. 43+0 should to be higher to reduce the slope on the snow shelf and should be a constant elevation for ease of construction. 9. 1 question the grading shown around D3 and the location of D5 on a steep slope. D7 should be turned west slightly to better align with the driveway. 10. This site is very tight as proposed and I believe it would be very beneficial to provide more space between the pavement and the buildings and between each of the buildings. 11. 1 will call the Engineer with questions about the drainage report and design Jul 18 02 11 : 18a 860-291 -8757 p. 2 DESIGN PROFESSIONALS, INC. civil engineers .planners . surveyors • gis .gps July 17,2002 Marcia Banach,Director of Planning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074Iv � RE: Berry Farm JUL 19 20'04 Oakland&Felt Roads South Windsor, Connecticut DPI Project No. 01-1521 Dear Marcia, On behalf of my clients, The Metro Realty Group, LTD and the South Windsor Housing Authority,I hereby grant a fifteen(15)day extension of the time for a PZC decision on the above- referenced application. Thank you. Sincerely, Design Professionals,Inc. By: Peter R. DeMalhe Principal Cc: Geoffrey Sager Edwin Lassman,Esq. Galen B. Semprebon,P.E. 165 South Satellite Road, South Windsor,Connecticut 06074 Tel: (860)291-8755 •Fax: (860) 291-8757 MEMORANDUM RECEIVED To: Marcia Banach, Director of Planning J U L 182002 From: Jeffrey B. Doolittle, P.E.,Town Engineer �p� SOUTH WINDSOR PLANNING DEPT, Date: 7/18/02 �" RE: App 02-22P, Berry Farm Site Development Plan I have reviewed the revised plans (dated 7/16/02)for the Berry Farm Site Development Plan. I have the following comments about these plans. Please call me(x 245)if you have any questions. 1. The final design of the retaining walls must be submitted to the Town Engineer for review and approval. The retaining walls and stone walls along the driveways need to have abutments and/or guard rails to help prevent vehicles from going over them. foot fence needs to be installed along the top of all retaining or stone walls with a drop over 4 feet on a side,to help prevent people from falling off these walls. 3. A guard rail should be provided along side the road where there is a down slope of 3H:1V or steeper. This site is very tight as proposed and I believe it would be very beneficial to provide more space between the pavement and the buildings and between each of the buildings. a July 22, 2002 Certified#70020510000081152253 Design Professionals, Inc. Attn: Peter DeMallie 165 South Satellite Road South Windsor, CT 06074 RE: Appl. #02-02P—Berry Farm Senior Development, southerly of Oakland Road, westerly of Felt Road (Assessor's map#52,parcel#92)AA-30 Residential zone Dear Mr. DeMallie: At the July 10, 2002 regular meeting, the Inland Wetlands Agency/Conservation Commission approved.application#02-02P—Berry Farm Senior Development—205 Oakland Road—Inland Wetland/Conservation Commission application for the construction of 102 unit senior apartment complex on 14 acres, stormwater structures,parking lots, and associated improvements on property located southerly of Oakland Road,westerly of Felt Road(Assessor's map #52, parcel #92)AA-30 Residential zone. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon,must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning&Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability,which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on July 10, 2007. It is the landowner(s)/applicant(s)responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. 6. Staff shall verify site closure and stabilization before the winter season. 7. Prior to signing off on the certificate of occupancy, staff to ensure plants and landscaping are complete. Lawn area to remain as shown on the plans. µ I Berry Farm Senior Development July 22, 2002 Page 2 8. A minimum of 6"of top soil to be used in the lawn areas. 9. The swale to be established and stabilized prior to any grading being done on this site. 10. Best management practices to be used with respect to turf grass management. 11. We recommend a bond in the amount of$25,000 be submitted to the Planning &Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. 12. We recommend a bond in the amount of$20,000 be submitted to the Planning &Zoning Commission to ensure stabilization of the swale and stream crossing. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION Elizabeth A. Warren, Chairperson EW:dr cc: Chief Building Official Town Engineer � u 1540 SULLIVAN AVENUE•SOUTH WINDSOR, CT 06074 TELEPHONE(860)644-2511 July 22,2002 Certified#70020510000081152253 Design Professionals, Inc. Attn: Peter DeMallie 165 South Satellite Road South Windsor,CT 06074 RE: Appl.402-02P—Berry Farm Senior Development,southerly of Oakland Road, westerly of Felt Road(Assessor's map#52,parceI#92)AA-30 Residential zone Dear Mr.DeMallie: At the July 10,2002 regular meeting,the Inland Wetlands Agency/Conservation Commission approved application#02-02P—Berry Faun Senior Development—205 Oakland Road—Inland Wetland/Conservation Commission application for the construction of 102 unit senior apartment complex on 14 acres,stormwater strucaires,parking lots, and associated improvements on property located southerly of Oakland Road,westerly of Felt Road(Assessor's map#52,parcel #92)AA-30 Residential zone. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon,must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning&Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability,which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on July 10,2007:It is the landowners)/applicant(s)responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. 6. Staff shall verify site closure and stabilization before the winter season. 7. Prior to signing off on the certificate of occupancy,staff to ensure plants and landscaping are complete. Lawn area to remain as shown on the plans. Berry Farm Senior Development July 22, 2002 Page 2 8. A minimum of 6"of top soil to be used in the lawn areas. 9. The swale to be established and stabilized prior to any grading being done on this site, 10. Best management practices to be used with respect to turf grass management. 11. We recommend a bond in the amount of$25,000 be submitted to the Planning&Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. 12. We recommend a bond in the amount of S20,000 be submitted to the Planning&Zoning Commission to ensure stabilization of the swale and stream crossing. Very truly yours, M.AND WETLANDS AGENCY/ CON S NATION COMMISSION �aj t11kVxA jElizth'A.Warren,Chairperson EW:dr cc: Chief Building Official Town Engineer i •d �.sc,s-tea-oss die = io 20 92 ter OWN Sf'qt x r Tawn areSOUL/, `�v G � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 9 soe co AREA CODE 860 / 644-2511 August 5, 2002 CERTIFIED MAIL Mr. Geoffrey Sager The Metro Realty Group, LTD 10 Executive Drive Farmington, CT 06032 Mr. George Daniels South Windsor Housing Authority 50 Elm Street South Windsor, CT 06074 Dear Mr. Sager and Mr. Daniels: Re: Appl #02-22P, Berry Farm Special Exception and Site Plan We are pleased to advise you that the Planning&Zoning Commission voted on July 30, 2002, to approve with modifications the above referenced application for a Site Plan of Development and Special Exception to Section 4.1.11 and Site Plan of Development for a 102 unit senior residence development on property located on the southerly side of Oakland Road, westerly side of Felt Road, AA-30 zone as shown on plans prepared by Design Professionals, Inc., Job No. 1521, dated June 27, 2002, as revised. This approval is subject to the following modifications: I. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of$25,000 for erosion and sediment control, and a bond in the amount of$20,000 to ensure stabilization of the swale and stream crossing. 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 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. r � 7. WPCA approval is required. 8. The building(s) street number must be included on the final plan. 9. Town Engineer's review comments dated July 18, 2002, (with the exception of the final comment)must be addressed to the Town Engineer's satisfaction. 10. Required restrictive covenants to the South Windsor Housing Authority must be reviewed and approved by the Planning and Zoning Commission and the Town Attorney. 11. Decorative grills are required over wall condenser units. 12. Applicant must return to ADRC for review of building colors. 13. Wherever sidewalks directly abut parking areas, the sidewalks must be five feet wide. 14. The stone wall must be constructed to 4' high at the entrance. 15. The sidewalk to the Wapping Shopping Center must be shown on the plans. Black and white transparent mylars of Sheets#2 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 (including landscaping and architectural plans), a copy of the receipt must be submitted to the Planning Department. The attached Special Exception form must be completed and filed in the Town Clerk's office. The special exception will take effect upon filing. Sincerely, Kevin McCann, Chairman Planning &Zoning Commission KMcM/kah cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Design Professionals, Inc. I, Kevin McCann, Chairman of the South Windsor Planning&Zoning Commission, hereby certify that on July 30, 2002, the Planning and Zoning Commission granted to Metro Realty Group, LTD and South Windsor Housing Authority a Special Exception to Article 4.1.11 of the Zoning Regulations and Resubdivision to for the construction of a 102 unit senior residence development on property located on the souther side of Oakland Road, westerly side of Felt Road, AA-30 zone as shown on plans prepared by Design Professionals, Inc., Project No. 1521, dated June 27, 2002 as revised. Assessor's Map and Parcel Number: Map#52 Parcel#92 More particularly bounded and described as follows: See attached OWNER OF RECORD: Donald S. Dzen Dated at South Windsor, Connecticut this 2"d day of August 2002. In accordance with CGS Section 8-3d Kevin McCann, Chairman Planning&Zoning Commission Received for record this day of , 19_, at South Windsor, Connecticut ATTEST: VOL. 10 J 6 PAGE 245 QUITCLAIM DEED•STATUTORY FORM 125 KNOW YE,That I,JOHN DZEN of the Town of South Windsor,County of Hartford 'V p D and State of Connecticut, for consideration paid, (di Al 1 2002 grant to DONALD DZEN of the South Windsor, County of Hartford and State of i Connecticut, T ` TT �rrVJ lii Y �i-.:\.V•\i f with QUITCLAIM COVENANTS n An undivided one-half(12)interest in and to a certain piece or parcel of land located on the Southwesterly side of Oakland Road in the Town of South Windsor, County of Hartford and State of Connecticut and more particularly bounded and described as follows: Beginning at a point marked by a drill hole in brownstone in the apparent general southwesterly line of Oakland Road a/k/a Connecticut Route 30 which point marks a Northwesterly comer of the premises herein described and a Northeasterly comer of land now or formerly of Pauline G.Johnson;thence,S.37° 11'46"W.,a distance of 147A6 feet to a brownstone; thence continuing along said Johnson,N.45° 51' 28" W., a ' distance of 119.61 feet to a concrete monument;thence continuing along said Johnson,S. 39°34' 11"W.,a distance of 179.98 feet to a granite monument;thence continuing along said Johnson and land now or formerly of Anton Simler,Jr.,in part on each,N.61°31' 51"W. in all,a distance of 293.72 feet to an iron pin; thence N.52°09'44"W.along line of said Simler,a distance of 108.86 feet to an iron pin;thence N.76°58'4 1"W.,still along line of land of said Simler, a distance of 70.5I feet to an iron pin;thence N.890 13' 59" W., still along line of said Simler, a distance of 216.28 feet to a granite monument; thence continuing along line of land now or formerly of Fred S.Katten,N. 85°29'41"W.,a distance of 114.91 feet to a point;thence S.03°48'46"E.along line of land formerly of the Grantor and Grantee,now of The Village at Buckland Court, Limited Partnership,a distance of 569.08 feet to a point;thence S. 76°29' 10"E., a distance of 10.97 feet to an iron pin;thence S.76°17' 19"E.along line of land of parties unknown,land now or formerly of Karen E.Heldman and land now or formerly of Karen A. O'Connor, in part on each, in all a distance of 696.49 feet to an iron pin; thence continuing S. 73° 59' 02" E. along land now or formerly of Bryan M. and Heather Corsini and land now or formerly of Michael J. and Kristin G.Suppicich,in part on each, in all a distance of 621.53 feet to an iron pin in line of Felt Road; thence,N.210 rrf' 13'25"E.along Felt Road,a distance of 95.98 feet to an iron pin;thence,N.68°45'26" ,' W.along line of land now or formerly of Lois H.Petersen,a distance of 182.82 feet to an 8 1999 19 t. iron pin;thence N.42° 17'02"W.still along line of said Petersen,a distance of 48928 feet to a concrete monument;thence N.37°39'09"E. ,still along line of land of said J�iSna. :_ Petersen,a distance of 355.51 feet to a broken monument in line of said Oakland Road; C,E thence N.42°14'34"W.along Oakland Road,a distance of 61.78 feet to the drill hole in a brownstone monument which marks the point and place of beginning. Said parcel contains 14.01 acres of land,more or less. `;fir: :. Together with and subject to all such easements,rights of way and water rights as r: of record appear. - Said premises are subject to any and all provisions of any ordinance,municipal regulation,or public or private law. 1 AS PART CONSIDERATION for this conveyance,the Grantee herein assumes and agrees to pay the property taxes assessed or to be assessed by the Town of South Windsor on the List of October 1,1998,and thereafter. TAX REi1VED x STATE a Ioo'i.i � aal. MWN0MKoF soUM VWmosai r THE METRO REALTY GROUP, LTD 6 EXECUTIVE DRIVE, SUITE 100 FARMINGTON, CONNECTICUT 06032 January 7, 2003 Mr. Mark Ryan The State of Connecticut Office of Policy and Management 450 Capitol Avenue Hartford, Connecticut 06106-1308 Re: Berry Patch Development Address: Oakland Road, South Windsor, Connecticut 0607.4 Census Tract: 4872 Dear Mr. Ryan: We are the developers of a proposed elderly housing development intended to be financed through the Connecticut Housing Finance Authority. The Connecticut Conservation and Development Policies Plan 1998 - 2003 Locational Guide Map has designated at least a portion of this area as-a "Rural Area". To qualify. for CHFA financing, the land would have to be designated as either "Urban Neighborhood Conservation Area," "Urban Growth Area," or"Rural Community Center." The land in question is in the Town. of South Windsor and I have enclosed information from Design Professionals, our site engineer, providing more specific information relating to the site. Below is information with more specifics about the proposal. Berry Patch will be virtually identical to the elderly affordable housing under construction in South Windsor and known as Watson Farm. The Office of Policy and Management processed a similar request from us on the Watson Farm development. The zoning and land use patterns in the vicinity of the proposed development are diverse. The immediate adjacent land uses are an assisted living complex known as The Village at Buckland Court, located to the west of the Development. To the east of the proposed development is a 22,000 square foot shopping center(Wapping Shopping Center). Beyond those two uses, there are two single family housing complexes, one to the north on Farm Brook Lane and one to the south known as Grandview Terrace. The site borders South Windsor's special Gateway Development Zone that has been approved for major commercial and retail development surrounding Buckland Road.The general area is commonly referred to as South Windsor Center. All zoning and land use approvals are in place. The Town of South -Windsor and the South Windsor Housing Authority have been very supportive of our development efforts due to the great need for affordable senior housing in the Town of South Windsor. The Berry Patch proposal was approved after lengthy public hearings-in South Windsor. No one spoke in opposition to this proposal. PAApartment DevelopmentABerry Patch-South Windsor\OPM\Ryan-Redesignation Request 1-03.doc a 2- DECLARATION OF RESTRICTIVE COVENANTS This Declaration of Restrictive Covenants made this_day of December, 2003 by Berry Patch Associates Limited Partnership ("Declarant"), a Connecticut limited partnership with an office c/o The Metro Realty Group, Ltd., 6 Executive Drive, Farmington, CT 06032. WITNESSETH: WHEREAS, Declarant is the owner of certain property in the Town of South Windsor, County of Hartford and State of Connecticut, which property is described on Exhibit A attached hereto (the "Property"); and WHEREAS, in order to comply with the requirements of a certain special permit granted by the Planning&Zoning Commission of the Town of South Windsor under Section 4.1 of the South Windsor Zoning Regulations, Declarant wishes to subject the Property to certain restrictions. NOW, THEREFORE, Declarant does hereby declare and establish that, as long as the Property is zoned to allow elderly housing pursuant to the South Windsor Zoning Regulations, or for a period of forty(40) years, whichever is longer, the Property shall be subject to the following restrictions: 1. The architecture, colors,heights, materials and floor plan comprising each building and the site plan shall be subject to the prior written approval of the South Windsor Housing Authority or its successor. Any change of the same shall require the prior written approval of said Authority. 2. The maintenance of the buildings and landscaping shall be consistent with the level and quality of landscaping and maintenance provided by the Authority for its other developments. , , Conneetieu 3. Each dwelling unit on the Property shall be occupied by: (a) Persons who are 62 years of age or older. (b) A spouse of an occupant pursuant to (a) above. (c) An occupant pursuant to (b) above who survives his or her spouse. (d) An occupant pursuant to (b) above whose spouse has entered into a long term health care facility. CADocuments and Settings\Administrator\Local Settin s\p Temp\DeclarationofRestrictiveCovenants12.10.03 doc"r� la\DeeutnentsTublieTSE) ' "x'...Y c�sirr c-��-aaa en L' \Tl i t'en f D t t've G ♦ d ee 12/10/0311/11/0311:26 AWiO 4 (e) Regarding subparagraph(c) and(d) above, in the event of the remarriage or cohabitation by the remaining spouse, all occupants must comply with the occupancy requirements set forth in this Section 3. 4. It is understood and agreed that this Declaration of Restrictive Covenants is intended to run with the land and subject any successor owners of the Property to its terms. In this respect this Declaration shall be recorded in the land records for the Town of South Windsor. It is further understood and agreed that this Declaration may be enforced by(i)the Town of South Windsor or(ii) the South Windsor Planning and Zoning Commission, (iii)the South Windsor Housing Authority, or(iv) any combination of the foregoing bodies. Nothing in the paragraph shall preclude any person from exercising whatever right she or she may have to enforce this Declaration I IN WITNESS WHEREOF, the Declarant has hereby executed this Declaration of Restrictive Covenants this_day of December, 2003. Berry Patch Associates Limited Partnership By: Berry Patch_GP, LLC its General partner By: Geoffrey W. Sager Its Managing Member STATE OF CONNECTICUT) ) ss: COUNTY OF ) Personally appeared the said Geoffrey W. Sager, Managing Member of Berry Patch GP, LLC, general partner of Berry Patch Associates Limited Partnership, signer and sealer of the foregoing instrument, and acknowledged the same to be his free act and deed and the free act and deed of said Berry Patch Associates Limited Partnership, before me. Commissioner of the Superior Court Notary Public My Commission Expires CADocuments and Settings\Administrator\Local Settines\Temp\DeclarationofRestrictiveCovenantsl2 10 03 doc!,Caplaii TD * TD bli ,DS „-oic4i�. ts an Fatui)Deelaratien ef Restfietive C 12/10/031141iO3J1.26 AM2�09-P-IL4 EXHIBIT A PROPERTY DESCRIPTION CADocuments and Settings\Administrator\Local Settings\Temp\DeclarationofRestrictiveCovenants 12.10.03.doc v _-~ V YV_ 12/10/0311/1-1-/0311:26 AM2k DESIGN PROFESSIONALS, INC. civil engineers .planners . surveyors . gis June 27,2003 Town of South Windsor RECEIVED 1540 Sullivan Ave. South Windsor,Ct 06074 J UN 2 7 2003 Attn:Ms.Marcia Banach Town Planner SOUTH WINDSOR PLANNfNG DEPT. Re:Berry Farms Dear Marcia We are submitting herein,3 sets of final plans for the town,and 3 partial sets of plans for the contractor to use in the field. Please review the enclosed,and call with any questions or comments,or if you need additional information. Sincerely, -1 - Galen Semprebon,P.E. Enclosures: DESIGN PROFESSIONALS, INC. civil engineers .planners . surveyors • gis R June 5,2003 J UN 0 9 2043 _ of South Windsor 1540 Sullivan Ave. SDUTyW�N�g pRP�NN/�G South Windsor,Ct 06074 Attn:Ms.Marcia Banach Town Planner Re:Berry Farms Dear Marcia We understand that our client has selected a contractor to do the above referenced project,and are therefore requesting that a pre-construction meeting be set up. We are in the process of working on a change order for this project,and hope to be able to integrate the change order into the final sets of plans. We will coordinate with your office on this. A final check set of plans was previously submitted and approved,though the final 3 sets of plans for your office have not been submitted. Please review the enclosed,and call with any questions or comments,or if you need additional information. Sincerely, .ZJe,.e_, Galen Semprebon,P.E. ��YIN Sf4 � 1 m Town O-P 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 SOR-CO � AREA CODE 860/644-2511 July 7, 2003 Mr. Peter DeMallie Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 Re:Preconstruction Meeting-Appx > 2P, aprry Patch IN ATTENDANCE Peter DeMallie DPI 165 South Satellite Road 860 291-8755 Galen Semprebon DPI 165 South Satellite Road 860 291-8755 Denise Letourneau Cox Cable 801 Parker Street 860 432-5041 Armand DiMatteo DCI 55 Corporate Avenue 860 747-0339 Eddy Majewski Metro Construction 6 Executive Drive 860 647-7544 Curtis Benashski Yankee Gas 112 Prospect Hill Road 860 292-2242 Jeff Folger TOSW 1540 Sullivan Avenue 860 644-2511 x229 Jeff Doolittle TOSW 1540 Sullivan Avenue 860 644-2511 x245 Bernie Drabek TOSW 1540 Sullivan Avenue 860 644-2511 x241 Michele Lipe TOSW 1540 Sullivan Avenue 860 644-2511 x252 Evelyn Perry SBC/SNET 40 Brainard Road 860 725-1011 Cathy Hoggatt SBC/SNET 40 Brainard Road 860 725-4433 Dear Mr. DeMallie 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 Oakland Road and Felt Road. Calcium chloride or water is to be used for dust control as required. 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. No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 7. Progress As Built Plans are to be submitted to the Town Engineer for approval prior to paving and after subgrade formation. 8. As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers and house service laterals located as per revised as-built checklist. 9. 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. 10. Any problems and/or questions regarding construction of this project will be directed to Eddy Majewski in the field at phone number 648-2012 or cell phone number 250-2977. 11. All filling to be done in accordance with Department of Transportation specifications. To be compacted in maximum lifts and tested as necessary. 12. Job meetings will be held as needed, and can be called by the developer or Town. 13. Seventy-two (72)hours' notice needed for certificate of occupancy inspection. 14. 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. 15. Normal hours of operation 7:00 a.m. —5:00 p.m., no work on Sunday. 16. DOT permit needed for all work within state road (Oakland Road). Copy must be given to the Engineering Department. 17. No paving after October 15 or before April 15 without written approval from Director of Public Works. 18. Sanitary lateral locations should be tied down to existing structures and shown on the progress as- builts. 19. Sidewalks along Felt Road and connecting to the shopping center shall be portland cement concrete. 20. 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. 21. 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. 22. Start date will be the end of July beginning of August 2003. 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. 2. Evelyn Perry from SBC/SNET will handle relocation of two poles on Felt Road. She will contact the Town Engineer with a plan before this work begins. 3. The gas company wants to run a new gas line down Summit Drive to Felt Road and we request a plan and will talk to the Town Attorney. Fire Marshal 1. Blasting(if required) to be coordinated with the Fire Marshal. Police Services 1. Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead. If the developer occupies or owns the building after construction emergency numbers must be provided to 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, Michele R. Lipe,AICP Assistant Director of Planning MRL/kah cc: Jeff Doolittle, Town Engineer Karl Reichle, Public Works Mel Stead, Public Works John R. Collins, Chief Building Official Fred Shaw, Superintendent of Pollution Control �< .'°"'TMrtr+�.wa!w•tv�aR:sas r zg R��a `%"� .4„ �xl '`..`�TdIbF"' r t� n ,��'.t.�r f rr; �.�,i+: r TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: { e CHANGE ORDER CONTACT PERSON I k Phone No. Address DM1&? P49 IwiftS IAAL, 105 ,S.S�/Iry +O, �,1+i W OS& .-..0,... ��r0 7- Site Name a ~" .9.1 FA-MA^ P&Z No.dd-aa Owner b t'�a Awr iA t/m t"y" Phone No. I r Contractor ST Signature of Owner Date: Signature of Design Engr Dater -_ist CHANGE: (Describe location And nature of change. Include Four - (4 ) copies of 1 profile of Change. ) f U h Ak r p E & Q bit Reason fo Chan .e: Why is change re uir d ,�' ( Y g q !, { &ab Wn APPROVALS: (As Required) Dir. Of 1Planning, Date: Town Engineer ,. Date: /oC/ Dir. of Public WoAs Date: Other: Date: , f STAFF COMME 'TS: ;t White - Town Engineer Yellow - Applicant �E Pink - Director of Planning Goldenrod - Engineering Department TOWN OF SOUTH WINDSOR STAFF SITE CHANGE ay FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON KM •�1 u Phone No. 2-3 87S5 Address PA0 6t� At. Ib5 SSAML S D• 3.Z"X,Crd -71 ' -Site Name M PATC44 I P&Z No. OwneAvT90 90LI 6W Phone No. Contractor Signature of Owner. Date: Signature :of Desi n Eng Date:` _ CHANGE: (Describe location and nature of change. Include Four. 4 ) copies of plan/profile of Change. ) �J► }N�-._. `' ��fit-�i� �'� � �.� � "�.�'��E l u `.ate Y Reason for Change: (Why is change required) d tzjq APPROVALS: (As Required) Dir.. Of Pl tinning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date= STAFF COMMENTS: f t: White - Town Engineer - Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department L Y: TORN OF SOUTK WINDSOR ,STAFF SITE .CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON ty #,a ii , Phone No. rtj o 2 50 ,741 Address fe' t /11. 1 4 J150& - Site `Name f j P&Z No. i A Owner /1141P � J cs�-,•�` Etc +� Phone No. 6 zi , G? y Contractor 4 Signature of Owner U F Date: ' Signature of Design Engr±. Dater CHANGE: (Describe location an ature of change. Include Four (4 ) copies -of plan/profile of Change. ) 77 C" '6n ) as l' Ct 9 fl Y jet S Off Reason for Change: (Why is change required) -Orb A A -� L dsT iAJA _ ' -,Ate. �` , Its APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer Date: ;T c Dir. of Public Wo ks Date: Other: Date: STAFF COMMENTS: r White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod Engineering Department A`I'CHLINE rip .4� k i ROP. 5 cS �NS�PLC . \`•\ \ ° \ 1� PNpNpR TF:130 s AT EXISTtN PP�-�� wo �o"s�o. 93s 1 �o sMti—k C Tp SU31.48 INV.12 .so — oa_ 8 ` X1310 A— (?� \ �gQv?N ` FF: 131.50 FF-. 141.25 �_ to 134.00vi Fp: 143.75 \ �r�r 04 N \ rrr r �- 3 � ..��ii11 \ da-3ct= °.q< • ' ,32 �No�� � �=)"'j a A 0 N r` f 40 O O� y , ' p tail p rQ rr 1 5 ti �z rtoo A17. �•� r. � N N COD SUCKL D COURT THE VILLAGE AT A HIP �; - - - = - / i ----- LIMITED PARTNERS S76°17'19"E _ Row Of Pine Tre -moo _ _ _ _ _ _ 403 S76'2 0"E 330-59'______- --- - 10, -----—'► 242.D 0 ' SOWN Sf4 afi �Wn 0s� � m � w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 TELEPHONE (860) 644-2511 S0 COCA June 24, 2004 Mr. Geoffrey Sager, President The Metro Realty Group, LTD 6 Executive Drive Farmington, CT 06032 Dear Mr. Sager: Re: Expiring Letter of Credit, Appl 02-22P, Berry Patch I The Planning and Zoning Commission is holding the following Letter of Credit: PROJECTS BANK AMOUNT EXPIRATION Berry Patch I Peoples $10,000.00 8/04/04 Berry Patch I Peoples $20,000.00 8/04/04 Berry Patch I Peoples $25,000.00 8/04/04 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds,we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendment promptly. Ver truly yours, Michele R. Lipe Assistant Director of Planning MRL/kak S OwN0� O-P Sou� V&U&ot dE�` .a ti 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 A. �-1 R.co TELEPHONE(860) 644-2511 November 17, 2004 Mr. Geoffrey W. Sager The Metro Realty Group, LTD 6 Executive Drive Farmington, CT 06032 Re: Appl 02-22P, Berry Patch I Dear Mr. Sager: This is to advise you that the Planning and Zoning Commission voted on November 9, 2004,to set the site bond at$196,000. Sincerely, / 1ILA� - VVk Timothy H. Wentzell, Chairman Planning and Zoning Commission THW/pmm cc: Town Engineer Chief Building Official PROJECT: TOWN OF SOUTH.WINDSOR RECEIVED STREET: O Gt BOND ESTIMATE FORM NOV O 4 P&Z I.D.: - 2 002 CALENDAR YEAR 2004 ENGINEER: , 1 DATE: - a Mc,` C..�3J�,� SOUTH WINDSOR j � ENGINEERING DEPT. Bond Bond Reduction Reduction Item Description Unit Quanti Unit Price Cost No. 1 No. 2 1. Clearing &Grubbing ILS 2• Strip&Stockpile Topsoil CY 2.00 Earth Excavation (Excluding Roadway& 3. Trench) ICY 10.00 4. Roadway Excavation CY 12.00 5. Earth Trench Exc. 0-4 CY 10.00 6. Earth Trench Exc. 0-10 CY 12.00 7• Earth Trench Exc.0-15 CY 15.00 8. Earth Trench Exc. 0-20 CY 18.00 9. Roadway Exc. (Rock) CY 50.00 10. Rock Trench Exc. 0-4 CY 50.00., E11. Rock Trench Exc. 0-10 CY 75.00 12. Rock Trench Exc. 0-15 CY 100.00 13. Rock Trench Exc. 0-20 CY 150.00 14. Formation of Subgrade SY 1.50 15. Subbase Gravel CY 20.00 16. Processed Aggregate TONS 18.00. 17. Common Borrow CY 10.00 18. Gravel Borrow CY 15.00 Bit. Concrete 19. (Class 1) TONS j 16 50.00 �. Bit. Concrete 20 Class II TONS 1f-D7Z 55.00 *varies Sub-Total$ Ll -� -� --- t Page 1 of 6 Bond Bond Item Description Reduction Reduction Unit Quanti Unit Price Cost No. 1 No. 2 PSTORM Asphalt Lip Curbing LF I 3.00 0 ad Widening Complete SY 50.00 nc Sidewalk 4'Wide LF 30.00 NAGE SYSTEM COMPONENTS 24. 60"RCP Class IV In Place LF 130.00 25• 54"RCP Class IV In Place LF 100.00 26. 48"RCP Class IV In Place LF 75.00 27. 42"RCP Class IV In Place LF 65.00 28. 36"RCP Class IV In Place LF 60.00 29• 30"RCP Class IV In Place LF 50.00 30. 24"RCP Class IV In Place LF 42.00 0 31. 18 CP Class IV In Place LF 57�) 35.00 1T `' 32. 15"RCP Class IV In Place 30.00 ow 33. POLYETHYLENE PIPE 34. 18"ADS-N-12 or Equal 21.00 35. 110"ADS-N-12 or Equal 22.50 36. 112"ADS-N-12 or Equal 24.00 37. 15"ADS-N-12 or Equal 25.50 38. 18"ADS-N-12 or Equal 28.00 Sub-Total$ Page 2 of 6 Bond Bond Reduction Reduction Item Description Unit Quantit Unit Price Cost No. 1 No. 2 UNDERDRAINS 39. 16"PVC SDR 35 In Place LF 15.00 40. 8"PVC SDR 35 In Place ILF 20.00 RIPRAP 41. Modified Riprap CY 45.00 42. Intermediate Riprap CY 45.00 . 43. Standard Riprap CY 45.00 DRAINAGE STRUCTURES 44. iType,"C"Catch Basin EA g4 1500.00 . 45. Type"C"Double Grate 1EA 2000.00 46. Type"C-L"Catch Basin EA 1500.00 47. Manhole EA 1500.00 48. Manhole w/Drop Inlet EA 2500.00 49. Manhole Over Ten Feet EA 2000.00 50: Headwall 1EA • 51. Endwall EA 52. Box Culvert LF 53. 15"Flared End EA 450.00 54. 18"Flared End EA 500.00 55. 24" Flared End EA 550.00 L56 - 36"Flared End EA 850.00 Sub-Total$ ` Page 3 of 6 Bond Bond Item Description Reduction Reduction Unit Quantit Unit Price Cost No. 1 No.2 57. Detention Outlet Structure EA 2500.00 10,Wide Gravel Access 58. Road LF 15.00 59• Reset M.H. or C.B. EA 550.00 60. SANITARY SEWER COMPONENTS 61. 46' 2"PVC In Place SDR 35 LF 40.00 62. 0"PVC In Place SDR 35 LF 37.00 63. PVC In Place SDR 35 LF 35.00 64. PVC In Place SDR 35 LF 30.00 SANITARY SEWER STRUCTURES 65. anita Manhole EA Sanitary Sanitary Manhole w/Drop 66. Inlet EA 2,500.00 Sanitary Manhole over 16 67. FT' 2,000.00 68. 69. STRUCTURES &MISC. ITEMS 70. Retaining Wall fLF ,ow 71. [Guide nce(Type: Rail 72. e: • w Sub-Total$ . Page 4 of 6 Bond Bond Reduction Reduction Item Description Unit Quanti Unit Price Cost No. 1 No. 2 73. 1End Anchorage - (Type:_- ) 1EA 74. Guide Post EA 100..0.0 75. Pavement Marking LF 1.50 ®d 76. Street Signs EA 100.00 �- 77. Traffic Signs JEA 100.00 78. Street Lights ' " g EA 1,000.00 79. Furnishing/Placing Topsoil SY 2.50 ©0 Fertilizing, Seeding and -,� 80. Mulching SY 2.50 81. Trees EA 200.00 Maintenance/Protection of 82. Traffic LS * - 83. Construction Staking LS ` 84. As-Builts LS �- 85. Iron Pins EA 150.00 86. Concrete Monuments EA 300.00 87. Driveway-Bit. Conc. SY 25.00jt - .:`_ 88. 89. 90. F-7 *varies Sub-Total$ ` V Page 5 of 6 ; Sub-Total Page 1 Original Estimate Bond Reduction #1 Bond Reduction#2 �t7 $ $ , Sub-Total Page 2 $ $ $ Sub-Total Page 3 $ 3o-- $ - $ Sub-Total Page 4 $ $ $ Sub-Total Page 5 Sub-Total 25% Contingencies x Sub-Total: TOTAL $ $ $ standard forms/bonds/bond estimate form Page 6 of 6 i j /ail a 3 ? 9 Tit w` c. Ll z _ g A) i Memorandum To: Marcia A. Banach, Director of Planning From: Jeffrey Doolittle, P.E. Town Engineer Date: 11/09/04 Re: Berry Patch Site Plan Bond (02-22P) I have received a bond request for the Berry Patch Project on Oakland Road and Felt Road. I recommend a bond amount be set at $196,000 to cover the remaining site work to be completed on this project. Please call me if you have any questions. \\townhall-do\vol2\ENGINEER\DOOLIT\PLANNI-1\BerryPatchSiteBond.doc 41V. O.NN Sf,<� y 0s� �• GO C U x ` 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 . �rtidSOR CO AREA CODE 860 / 644-2511 i August 5, 2002 CERTIFIED MAIL Mr. Geoffrey Sager The Metro Realty Group, LTD 10 Executive Dave Farmington, CT 06032 Mr. George Daniels South Windsor Housing Authority 50 Elm Street South Windsor, CT 06074 Dear Mr. Sager and Mr. Daniels: Re: Appl 902-22P, Berry Farm Special Exception and Site Plan We are pleased to advise you that the Planning&Zoning Commission voted on July 30, 2002, to approve with modifications the above referenced application for a Site Plan of Development and Special Exception to Section 4.1.11 and Site Plan of Development for a 102 unit senior residence development on property located on the southerly side of Oakland Road, westerly side of Felt Road, AA-30 zone as shown on plans prepared by Design Professionals, Inc., Job No. 1521, dated June 27, 2002, 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. 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$25,000 for erosion and sediment control, and a bond in the amount of$20,000 to ensure stabilization of the swale and stream crossing. 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 is required and must be submitted prior to filing of mylars. 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. 8. The building(s) street number must be included on the final plan. 9. Town Engineer's review comments dated July 18, 2002, (with the exception of the final comment)must be addressed to the Town Engineer's satisfaction. 10. Required restrictive covenants to the South Windsor Housing Authority must be reviewed and approved b the Planning and Zoning Commission and the Town Attorney. Pp y Zoning 11. Decorative grills are required over wall condenser units. 12. Applicant must return to ADRC for review of building colors. 13. Wherever sidewalks directly abut parking areas, the sidewalks must be five'feet wide. 14. The stone wall must be constructed to 4' high at the-entrance. 15. The sidewalk to the Wapping Shopping Center must be shown on the plans. Black and white transparent mylars of Sheets#2 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 �—-Ust 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 (including landscaping and architectural plans), a copy of the receipt must be submitted to the Planning Department. The attached Special Exception form must be completed and filed in the Town Clerk's office. The special exception will take effect upon filing. Sincerely, Kevin McCann, Chairman Planning&Zoning Commission KMcM/kah cc: Town Engineer Chief Building Official. Assessor Superintendent of Pollution Control. Fire Marshal Design Professionals, Inc. Y I, Kevin McCann, Chairman of the South Windsor Planning&Zoning Commission, hereby certify that on July �0, 2002, the Planning and Zoning Commission granted to Metro Realty Group, LTD and South Windsor Housing Authority a Special Exception to Article 4.1.11 of the Zoning Regulations and Resubdivision to for the construction of a 102 unit senior residence development on property located on the souther side of Oakland Road,westerly side of Felt Road, AA-30 zone as shown on plans prepared by Design Professionals, Inc., Project No. 1521, dated June 27, 2002 as revised. Assessor's Map and Parcel Number: Map #52 Parcel#92 More particularly bounded and described as follows: See attached OWNER OF RECORD: Donald S. Dzen Dated at South Windsor, Connecticut this 2nd day of August 2002. In accordance with CGS Section 8-3d Kevin McCann, Chairman Planning&Zoning Commission Received for record this day of , 19_, at South Windsor, Connecticut ATTEST: 110.NN Se C� slcw� o S , wC, 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR.CO TELEPHONE (860) 644-2511 June 13, 2005 Mr. Geoffrey Sager, President The Metro Realty Group, LTD 6 Executive Drive Farmington, CT 06032 Dear Mr. Sager: Re: Expiring Letter of Credit, App102-22P, Berry Patch I The Planning and Zoning Commission is holding the following Letter of Credit: PROJECTS BANK AMOUNT EXPIRATION Berry Patch I Peoples $10,000.00 8/04/05 Berry Patch I Peoples $20,000.00 8/04/05 Berry Patch I Peoples $25,000.00 8/04/05 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one-year period from the expiration date. Will you please forward us the amendment promptly. Very truly yours, Michele R. Lipe Assistant Director of Planning MRL/rfs i �O*N Se4 C 7-0� 01Psou� ?d w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 f�Osoa•co TELEPHONE (860) 644-2511 August 1, 2005 Mr. Geoffrey W. Sager The Metro Realty Group LTD 6 Executive Drive Farmington, CT 06032 Re: Appl#02-22P, Berry Patch I Dear Mr. Sager: This is to advise you that the Planning and Zoning Commission voted on July 26, 2005 to reduce the site bond for the above referenced project from$196,000 to a balance of$123,800. The Commission has also voted to reduce the landscaping bond from$10,000. to a balance of$5,000. Please forward an amendment to these bonds we are currently holding showing these reductions at your earliest convenience. Sincerely, 4 t Vv-\v G1 tZ.c�. Timothy H. Wentzell, Chairman Planning and Zoning Commission THW/rfs cc: Town Engineer Memorandum To: Marcia A. Banach, Director of Planning From: Jeffrey Doolittle, P.E. Town Engineer ?12 Date: 7/18/2005 Re: Berry Patch Site Plan Bond (02-22P) Metro Reality has requested a reduction in the bond for the Berry Patch 1 Project on Oakland Road and Felt Road. Based on the work completed to date I recommend this bond be reduced to $123,800 to cover the remaining work on this project. The remaining work includes installing base, pavement, curb and fencing for the main driveway off Oakland Road, the top course of pavement on the rest of the project, and linestriping the parking spaces. Please call me if you have any questions. SAENGINEER\DOOLIT\Planning Reviews\BerryPatchRedSiteBond.doc ` RECEIVED RAYARWADF.J J U L 8 2005 L4ND�SCAPEARCHIMCT SOUTH MNDSOR PLANNING DEPT. 8KIVTLME FAMMIA97W CT i0fi= TeL 8W 677.6542 July 8,2005 Michelle Lipe,Assistant Town Planner Town of South Windsor 1540 Sullivan Avenue South Windsor,CT 06074 RE: Berry Patch I/Elderly Apartments Oakland Road,Buckland Road&Deming Street South Windsor,Connecticut I inspected phase one of Berry Patch Elderly Apartments landscape on Thursday July 8,2005. Trees planted in buffer yards, along edge of pond and adjacent to the apartments complies or exceeds Landscape Plan specifications. The typical courtyard plan proposed 60 shrubs. Completed landscape has more than doubled the quantity of shrubs proposed. Additional plants are adjacent to patios and in the center of the courtyard. The banks between buildings have been planted with more than 300 azalea,yew and juniper not shown on plan.An additional 40 rhododendron,azalea,andromeda and holly are planted around the Club House. Shadblow, high bush blueberry, winterberry and inkberry are planted next to the pond. Proposed northern bayberry and red twigged dogwood shrubs have been replaced with inkberry. The inkberry provides an evergreen barrier that will screen view of fence along pond. An additional 22 spruce trees are inter planted with the shrubs. Seeding of lawn area around building 4 and 5, and planting of perennial flowers will be completed within two weeks. Three thousand flower plants have been purchased. Two thousand six hundred more than proposed. Planting at Oakland Road entrance and buffer yard between Barry Patch I and Berry Patch II are the only areas not scheduled to be completed. Over 90%of the landscape should be completed within two weeks. An appropriate reduction in the landscape bond is requested.Call me if you have any questions. Sincerely, K4 Raymond E.Jefferson 10 N S. a 7-� oP Sou.t.�i V&uy&�-t 5• r. �G 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 Sox•c° TELEPHONE (860) 644 2511 September 6, 2005 Mr. Geoffrey Sager, President The Metro Realty Group, LTD 6 Executive Drive Farmington, CT 06032 Dear Mr. Sager: Re: Expiring Letter of Credit, Appl 02-22P, Berry Patch I The Planning and Zoning Commission is holding the following Letter of Credit: PROJECTS BANK AMOUNT EXPIRATION Berry Patch I Peoples $123,000.00 11/23/05 Site Bond In accordance with our policy for accepting Letters of Credit in lieu of surety bonds,we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one=year period from the expiration date. Will you please forward us the amendment promptly. Very truly yours, Michele R. Lipe Assistant Director of Planning MRL/rfs Memorandum DATE: March 14, 2006 TO: Planning and Zoning Commission FROM: Marcia A. Banach, Director of Planning RE: BONDS Site Bonds APPLICATION AMOUNT REDUCTION BALANCE 03-12P, Shadybrook SRD $127,734 $ 80,734 $ 47,000* * maintenance bond to expire on 3/14/07 IWA/CC Bonds APPLICATION AMOUNT REDUCTION BALANCE 03-12P, Shadybrook SRD $ 10,000 -0- $ 10,000 02-22P, Berry Patch I $ 25,000 $ 25,000 -0- SOWN Sfq q < 7-0� 074C S10U� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 son•co� AREA CODE 860!644-2511 March 21,2006 Mr. Geoffrey W. Sager The Metro Realty Group, LTD 6 Executive Drive Farmington, CT 06032 Re: Appl#02-22P, Berry Patch I Dear Mr. Edwards: This is to advise you that the Planning and Zoning Commission voted on March 14, 2006 to release the IWA/CC bond for the above-referenced project in the amount of 25,000. Advance arrangements should be made to pick up the bond to ensure that the necessary contact person(s) will be available. If you have any further questions contact the Planning Department at 644-2511, ext. 252. Thank you. Very truly yours, PLANNING&ZONING COMMISSION Patrick Kenn ed Chain Y� PK/bmm cc: Town Engineer BERRYPATCHASSOCIATES LIMITED PARTNERSHIP BERRY PATCH II ASSOCIATES LIMITED PARTNERSHIP December 20, 2006 Jeff Doolittle, Town Engineer RECEIVED Town of South Windsor DEC 2 6 2006 1540 Sullivan Avenue South Windsor, CT 06074 South Windsor 2 INLAND WETLANDS AGENCY CO NSERVAT14YO Q(WM"V,)I4 Re: Request for Release of Letters of Credit Berry Patch I & II 205 Oakland Road—South Windsor 1 Dear Jeff: As a follow up to your conversation with Eddy Majewski of Metro Construction, the undersigned respectfully requests,the release of the following People's Bank Letters of Credit currently being held by the Town of South Windsor: Project LOC Number Amount Purpose Berry Patch I SB-1369 $123,800 Site Improvements Berry Patch I SB-1294 $ 20,000 Swale & Stream Crossing Berry Patch II SB-1477 $ 90,000 Site Improvements Berry Patch II SB-1356 $ 25,000 Erosion& Sedimentation Berry Patch II SB-1355 $ 20,000 Install— Stormwater Structures Berry Patch II SB-1357 $ 10,000 Landscaping Thank you for your assistance. I can be reached at 860-674-5641 with any questions. Very Truly Yours, BERRY PATCH ASSOCIATES LIMITED PARTNERSHIP By: Berry Patch GP, LLC Geoffrey . ager, tuber BERRY PATCH II ASSOCIATES LIMITED PARTNERSHIP By: Berry Patch II GP, LLC Geoffrey WNWer, er 6 Executive Drive,Suite 100 • Farmington,CT 06032-2853 860-674-5641 • 860-677-6919 Fax PAPUBLIC\Bonds and Letters of Credit\Berry Patch IALOC Reduction&Release Request 2.doc �Dy11 Sf4 m � 7-0 O-P siou � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 f�OSOR•CO TELEPHONE (860) 644-2511 January 12, 2007 Mr. Geoffrey W. Sager The Metro Realty Group LTD 6 Executive Drive Farmington, CT 06032 Re: A #.02- Dear Mr. Sager: This is to advise you that the Planning and Zoning Commission voted on January 9, 2007 to reduce the swale bond of$20,000 for Berry Patch I by$10,000 leaving a balance of$10,000. At the same meeting the Commission also voted to release the stormwater structure bond of 20,000. Please forward an amendment to the letter of credit for the swale bond we are currently holding showing the reduction. Advance arrangements should be made to pick up the released letter of credit to ensure that the necessary contact person(s) will be available. If you have any further questions contact the Planning Department at 644-2511, ext. 253. Thank you. Sincerely, Patrick Kennedy Planning and Zoning Commission PK/bmm cc: Town Engineer Qzb