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2020.10.20 RTB Packet
463706_2 REGULAR TOWN BOARD MEETING OCTOBER 20, 2020 7:00 PM 10-19-2020 PLEDGE OF ALLEGIANCE ROLL CALL SUPERVISOR’S REMARKS & ANNOUNCEMENTS PUBLIC INPUT FINANCIAL REPORT APPROVAL OF MINUTES September 8, 2020 Workshop Meeting September 15, 2020 Regular Town Board Meeting October 8, 2020 Special Town Board Meeting PUBLIC HEARINGS 10PH2020-2 On the Matter of Amending a Franchise Agreement with Verizon 7:36 PM Wireless to Operate within Town Rights of Ways 10PH-2A Resolution Pursuant to the State Environmental Quality Review Act with Respect to the Proposed Amendment of a Franchise Agreement with Verizon Wireless to Operate within Various Town of Irondequoit Rights of Way 10PH-2B Resolution Authorizing the Supervisor to Amend a Franchise Agreement with Verizon Wireless to Operate within Town Rights of Way 10PH2020-4 On the Matter of Authorizing Improvements to the Town of 7:38 PM Irondequoit Consolidated Sewer District 10PH-4A Resolution Pursuant to Section 202-b of the Town Law Determining that it is in the Public Interest to Undertake Certain Improvements to the Town’s Consolidated Sewer District 10PH-4B Resolution Authorizing the Issuance of up to $500,000 in Serial Bonds of the Town to Undertake Certain Improvements to the Town’s Consolidated Sewer District 10PH2020-5 On the Matter of Authorizing Financing for the Replacement of 7:39 PM the Water Main Along Seneca Road 463706_2 10PH-5A Resolution Pursuant to Section 202-b of the Town Law Determining that it is in the Public Interest to Undertake the Replacement of the Water Main Along Seneca Road 10PH-5B Resolution Authorizing the Issuance of up to $500,000 in Serial Bonds of the Town to Undertake the Replacement of the Water Main Along Seneca Road 10PH2020-6 On the Matter of Authorizing Improvements to the Town of 7:40 PM Irondequoit Drainage District 10PH-6A Resolution Pursuant to Section 202-b of the Town Law Determining that it is in the Public Interest to Undertake Certain Improvements to the Town’s Townwide Drainage District 10PH-6B Resolution Authorizing the Issuance of up to $500,000 in Serial Bonds of the Town to Undertake Certain Improvements to the Town’s Townwide Drainage District 10PH2020-7 On the Matter of Adopting a Local Law Concerning the Retention 7:41 PM and Disposition of Records 10PH-7A Resolution Adopting a Local Law to Amend Chapter 175 Article II of the Town of Irondequoit Town Code Concerning Retention and Disposition of Records 10PH2020-8 On the Matter of Granting a Special Use Permit for 889 E. Ridge Road 7:42 PM in a C-Business District 10PH-8A Resolution Approving a Special Use Permit for 889 E. Ridge Road in the C-Business District 10PH2020-9 On the Matter of Adopting a Local Law Amending Section III of 7:43 PM Chapter 93 of the Code of the Town of Irondequoit 10PH-9A Resolution Adopting a Local Law to Amend Section III of Chapter 93 of the Code of the Town of Irondequoit Pertaining to the Bow Hunt Program 9PH2020-3 On the Matter of Rezoning a Portion of 2590 Culver Road from R-1 Residential to C-Business District (PUBLIC HEARING WAS LEFT OPEN) ITEMS FOR BOARD ACTION Appointments 10A2020-1 Resolution Approving the Appointment of a Part-Time/On-Call Dog Control Officer in the Irondequoit Animal Control Department 10A2020-2 Resolution Authorizing the Appointment of Members to the Irondequoit Public Library Board of Trustees 463706_2 10A2020-3 Resolution Approving the Appointment of a Full-Time Provisional Office Account Clerk in the Irondequoit Recreation Department 10A2020-4 Resolution Approving the Appointment of Two Acting Police Lieutenants in the Irondequoit Police Department 10A2020-5 Resolution Authorizing the Appointment of a Member to the Town Zoning Board of Appeals Assessor 10A2020-6 Resolution Authorizing a Settlement Agreement with Rochester Foot Care Associates, LLP Community Development 10A2020-7 Resolution Pursuant to State Environmental Quality Review Act Compliance in the Matter of Rezoning a Portion of 2590 Culver Road (Tax ID No: 092.10-3-1) from R-1 Residential to R-5 Residential 10A2020-8 Resolution Approving an Application on the Matter of Rezoning a Portion of 2590 Culver Road (Tax ID No: 092.10-3-1) from R-1 Residential to R-5 Residential 10A2020-9 Resolution Calling for a Public Hearing on a Proposed Local Law to Amend Town Code Chapter 235, Article IV, R-R, R-1, R-2 and R-3 Residential Districts Comptroller 10A2020-10 Resolution Authorizing the Calling of a Public Hearing Concerning the 2021 Preliminary Budget Police 10A2020-11 Resolution Approving the Purchase of One (1) 2021 Dodge Charger AWD Police Vehicle Public Works 10A2020-12 Resolution Calling for a Public Hearing for the Purpose of Extending the Consolidated Sewer District to Homes Along Bay Shore Boulevard 10A2020-13 Resolution Authorizing the Supervisor to Renew an Intermunicipal Agreement with West Irondequoit Central Schools 10A2020-14 Resolution Declaring Certain Equipment as Surplus Property 10A2020-15 Resolution Accepting Gift of Antique Farrier Equipment 10A2020-16 Resolution Awarding Wheel Alignment System 10A2020-17 Resolution Authorizing the Adoption of a Resolution Regarding the Amendment and Restated Sanitary Sewer Easement at Cranberry Landing 463706_2 10A2020-18 Resolution Approving a Shared Services Agreement between New York State Department of Transportation and the Town of Irondequoit 10A2020-19 Resolution Authorizing the Supervisor to Approve Additional Services for the Permanent Public Works Facility 10A2020-20 Resolution Authorizing an Interfund Loan and Authorizing the Application for an Acceptance of $3.17 Million Worth of Grant Funding from the Dormitory Authority of the State of New York Recreation 10A2020-21 Resolution Authorizing the 2021 Special Events Calendar 10A2020-22 Resolution Authorizing the Supervisor to Enter into an Agreement with CardConnect, LLC for Credit Card Services and Leasing of Card Readers for the Recreation Department 10A2020-23 Resolution Authorizing the Supervisor to Enter into a New Contract with Vendor for Youth, Family and Senior Recreational Programming for Fall 2020 BUDGET WORKSHOP—MONDAY, OCTOBER 19, 2020 @ 5:30 PM BUDGET WORKSHOP—TUESDAY, OCTOBER 27, 2020 @ 5:30 PM SPECIAL TOWN BOARD MEETING—ADOPT PRELIMINARY 2021 BUDGET WEDNESDAY, NOVEMBER 4, 2020 @ 4:00 PM NEXT REGULAR TOWN WORKSHOP—TUESDAY, NOVEMBER 10, 2020 @ 4:00 PM PUBLIC HEARING ON 2021 BUDGET—THURSDAY, NOVEMBER 12, 2020 @ 7:35 PM NEXT REGULAR TOWN BOARD MEETING—TUESDAY, NOVEMBER 17, 2020 @ 7:00 PM SPECIAL TOWN BOARD MEETING—ADOPT 2021 BUDGET THURSDAY, NOVEMBER 19, 2020 @ 4:00 PM Town of Irondequoit Financial Report Month Ending 9/30/20 EXPENSES Fund 001 General (includes cemetery) percent of amended budget 005 Library percent of amended budget 021 Highway # 1, Road Impvts percent of amended budget 023 Highway # 3, Equipment Maint percent of amended budget 024 Highway # 4, ROW / Winter percent of amended budget 031 Consolidated San Sewer Dist percent of amended budget 038 Stormwater Drainage Dist percent of amended budget 039 Rock Beach San. Sewer Dist. percent of amended budget 040 Orland Road San Sewer Dist percent of amended budget 051 Sea Breeze Water District percent of amended budget 071 - 098 Lighting Districts percent of amended budget TOTAL Percent of Amended Budget Spent Percent of Amended Budget Encumbered Total Percent Spent & Encumbered Percent Percent Original Amended Cumulative, Year to Month End of of Budget Budget Budget Expended Encumb'd Available Year Spent & id, 56/1/J47 21,718,772 22,007,973 13,614,306 949,94 61.9% 43% 2,704,039 2,711,153 1,746,363 5,222 644% 02% 3,232,915 ,253,640 1,661,906' 896,892 I 51,1% p.k 27.6% 1,124,154 1,124,154 633,925 yJ 244,053 �i56;1914 j 4,46."+xiq 56.4% ' - i 21.7% 1,077,653 1,079,153 668,043 \ 75,303 - 61 ga 7 0% 4,132,254 4,196,041 2,729,660 108,463 651% 26% 839,493 1,252,944 769,204 56,065 61 4% 4.5% 9,094 9,094 672 0 7 4% 0.0% 15,985 15,985 1,992 0 12 5% 0 0% 1,074,113 1,074,113 693,688 0 646% 00% 162,250 162,250 88,271 74,280 544% 45.8% Balance Elapsed Enc'brd 7,443,726 75 0% 66 2% 338% 959,568 75 0% 64.6% 354% 694,842 75 0% 78 6% 21 4% 246,176 75 0% 78 1% 21 9% 335,808 75 0% 68 9% 311% 1,357,918 75 0% 324% 427,675 75 0% 34 1% 8,422 75 0% 92.6% 13,993 75 0% 87 5% 380,425 75 0% 354% -301 75 0% -0 2% 36,090,722 36,886,500 22,608,029 2,410,220 11,868,251 75 0% 51.3% 676% 65 9% 7.4% 12.5% 64 6% 100 2% 6,5% 67.8% Tax Levy Sensitive 29,857,533 30,176,073 18,324,542 2,171,411 9,680,120 75 0% 67 9% Total Spent + Encumbered 20,495,953 60 7% 7.2% 32.1% 67 9% REVENUES Fund Cumulative Percent Percent Percent Original Amended Receipts Balance of of of Budget Budget Through to be Real Estate Year Revenue This Month Received Tax Elapsed Received 001 General: Real Estate Tax (001-1001) 11,185,756 11,185,756 11,185,756 0 639% 100.0% Payment In Lieu of Tax (001-1081) 257,779 257,779 260,665 -2,886 101.1% Sales Tax (001-1120) 5,180,640 5,180,640 1,603,961 3,576,679 31.0% Mortgage Tax (001-3005) 815,000 815,000 249,488 565,512 30.6% Per Capita State Aid (001-3001) 613,283 613,283 0 613,283 0 0% Interest Earnings (001-2401) 25,000 25,000 32,628 -7,628 130 5% Franchise Cable TV (001-1170) 750,000 750,000 341,084 408,916 45 5% Recreation Program Fees (001-2001) 330,000 330,000 177,228 152,772 53.7% Cemetery Revenues (001-2190/2665) 133,000 133,000 93,350 39,650 70 2% Fines & Bail Forfeitures (001-2610) 247,500 247,500 108,758 138,742 43 9% Other Sources of Revenue 1,990,814 2,015,814 1,485,209 530,605 73 7% Appropriated Fund Balance 190,000 190,000 190,000 0 Total, Revenue & Fund Balance 21,718,772 21,743,772 15,728,126 6,015,646 75 0% 72 3% 2020 Printed on 10/6/2020 Page 1 Town of Irondequoit Financial Report Month Ending 9/30/20 Fund Cumulative Percent Percent Percent Original Amended Receipts Balance of of of Budget Budget as of to be Real Estate Year Revenue This Month Received Tax Elapsed Received 005 Library Real Estate Tax 2,507,625 2,507,625 2,507,625 0 14 3% 100 0% Other Sources of Revenue 196,414 196,414 81,377 115,037 41 4% Appropriated Fund Balance 0 0 0 0 Total, Revenue & Fund Balance 2,704,039 2,704,039 2,589,002 115,037 75 0% 95 7% 021, 023, 024 Highway Funds Real Estate Tax 3,812,038 3,812,038 3,812,038 0 21 8% 100 0% All Other Sources 1,622,684 1,622,684 685,453 937,231 42 2% Appropriated Fund Balance 0 0 0 0 Total, Revenue & Fund Balance 5,434,722 5,434,722 4,497,491 937,231 75 0% 82 8% 031 Consolidated San Sewer District Sewer Service Charges 4,012,722 4,012,722 4,012,722 0 100 0% Other Sources of Revenue 119,532 119,532 136,646 -17,114 114.3% Appropriated Fund Balance 0 0 0 0 Total, Revenue & Fund Balance 4,132,254 4,132,254 4,149,368 -17,114 75 0% 100 4% 038 Stormwater Drainage District District Service Charges 836,493 836,493 836,493 0 100 0% Other Sources of Revenue 3,000 3,000 12,560 -9,560 418 7% Appropriated Fund Balance 0 0 0 0 Total, Revenue & Fund Balance 839,493 839,493 849,053 -9,560 75 0% 101 1% 039 Rock Beach San Sewer District District Capital Charges 9,094 9,094 9,094 0 100 0% Other Sources of Revenue 0 0 6 -6 #DIV/0! Total Revenue 9,094 9,094 9,100 -6 75 0% 100 1% 040 Orland Road San. Sewer District District Capital Charges 15,985 15,985 15,985 0 100 0% Other Sources of Revenue 0 0 31 -31 #DIV/0! Total Revenue 15,985 15,985 16,016 -31 75.0% 100 2% 051 Sea Breeze Water District District Real Estate Tax 0 0 0 0 #DIV/0! Other Sources of Revenue 1,074,113 1,074,113 610,902 15 463,211 56 9% Appropriated Fund Balance 0 0 0 0 Total, Revenue & Fund Balance 1,074,113 1,074,113 610,902 463,211 75 0% 56 9% 071 - 098 Lighting Districts District Real Estate Tax 162.250 162.250 162,250 0 100.0% Other Sources of Revenue 0 0 258 -258 Appropriated Fund Balance 0 0 0 0 Total, Revenue & Fund Balance 162,250 162,250 162,508 -258 75.0% 100.2% Summary of Revenues and Appropriated Fund Balances Real Estate Tax 17,505,419 17,505,419 17,505,419 0 100.0% 100 0% Special District Real Estate Tax 162,250 162,250 162,250 0 100 0% Sanitary Sewer Service Charges 4,037,801 4,037,801 4,037,801 0 100.0% Stormwater District Service Charges 836,493 836,493 836,493 0 100 0% Other Sources of Revenue 13,358,759 13,383,759 5,879,603 7,504,156 43 9% TOTAL 35,900.722 35,925,722 28,421,566 7,504,156 750% 79 1% Appropriated Fund Balance 190,000 190,000 190,000 0 100 0% Grand Total, Revenues and Appropriated Fund Balance 36,090,722 36,115,722 28,611,566 7,504,156 79 2% 2020 Printed on 10/6/2020 Page 2 Town of lrondequoit Financial Report Month Ending 9/30/20 Comparison With Prior Year Period 9/30/2014 9/30/2015 9/30/2016 9/30/2017 9/30/2018 9/30/2019 9/30/2020 Expenses Percent Percent Percent Percent Percent Percent Percent of Budget of Budget of Budget of Budget of Budget of Budget of Budget Fund Spent & Spent & Spent & Spent & Spent & Spent & Spent & Enc'brd Enc'brd Enc'brd Enc'brd Enc'brd Enc'brd Enc'brd 001 General 66 5% 005 Library 67.2% 021 Highway # 1, Road Impvts 78 4% 023 Highway # 3, Equipt. Maint. 85 5% 024 Highway # 4, ROW / Winter 74 3% 031 Consolidated Sewer Dist 58 9% 038 Stormwater Drainage Dist 37 5% 051 Sea Breeze Water District 65 5% 055 Sea Breeze Fire District 071 - 098 Lighting Districts 100 0% TOTAL Revenues Fund 66.3% 71 9% 83.5% 81.8% 76.7% 58.4% 33.5% 99.6% 100 0% 68 8% 78,2% 69.4% 69.2% 74 3% 74.2% 74 3% 73 9% 77 6% 87.7% 76 9% 78 9% 82 8% 166.8% 75 3% 74 9% 68 4% 72.8% 74 9% 73 2% 65.2% 81.8% 66.9% 69.3% 55 8% 49.5% 46 9% 62 2% 75.0% 65.8% 84.2% 97.4% 1136% 1006% 1004% 1002% 67 2% 68 5% 69.8% 81 3% 70 5% 66.2% 64.6% 78.6% 78.1% 68.9% 67.6% 65.9% 64.6% 100.2% 71 4% 67 8% Percent Percent Percent Percent Percent Percent Percent of Budget of Budget of Budget of Budget of Budget of Budget of Budget Received Received Received Received Received Received Received 001 General: Real Estate Tax Payment In Lieu of Tax Sales Tax Mortgage Tax Per Capita State Aid Interest Earnings Franchise Cable TV Recreation Program Fees Cemetery Revenues Fines & Bail Forfeitures Other Sources of Revenue Appropriated Fund Balance Subtotal, General Fund Other Funds, "Other Sources" * 100.0% 100.7% 36.5% 15.2% 100.0% 340% 46 5% 747% 80.6% 109.6% 86.6% 0.0% 100 0% 101.8% 32 1% 24 9% 1000% 51 6% 50 6% 81 8% 59 1% 52 9% 78 6% 100 0% 80.7% 79 3% 100 0% 102 0% 40 1% 249% 100 0% 723% 53 3% 892% 70 3% 442% 644% 100 0% 100.0% 102 3% 39.1% 20 6% 100 0% 94.9% 50.6% 85.3% 73.7% 52.6% 165 3% 1000% 79 6% 87.9% 100.0% 102 6% 392% 16.5% 100.0% 220.3% 50 0% 94.9% 70 8% 61 2% 193 7% 1000% 100 0% 101 4% 38 2% 30 5% 00% 685..9% -0 5% 91.5% 66 5% 57.4% 770% 100 0% 90 3% 74 1% 100.0% 101.1% 31 0% 30.6% 0.0% 130.5% 45.5% 53.7% 70.2% 43.9% 73.7% 100.0% 72 3% 005 Library 62 9% 56 4% 67 0% 65 3% 67 2% 85 0% 41 4% 021, 023, 024 Highway Funds 63 8% 65.0% 67 5% 60 3% 43 4% 35 0% 42.2% 031 Consolidated San. Sewer District Sewer Service Charges 100.0% 100 0% 100 0% 100 0% 100.0% 100 0% 100.0% Other Sources of Revenue 90 0% 109 3% 116 3% 351 7% 121 4% 90 3% 114.3% 038 Stormwater Drainage Dist 96 5% 61 7% 14 5% 110 5% 186 9% 2 8% 418.7% 051 Sea Breeze Water District 59.3% 55.8% 53 6% 54 1% 61 3% 61.1% 56.9% 055 Sea Breeze Fire District ----- ----- --- ----- --- 071 - 098 Lighting Districts ' All Real Estate Tax and Appropriated Fund Balances are 100% received by these funds at the beginning of each year All Funds, Revenues & App. FB's 85 8% 84 9% 85 0% 91 0% 90 2% 79 2% 79 2% 2020 Printed on 10/6/2020 Page 3 Town Board Meeting Notes — September 2020 The 2020 financial results as of September 30th: 75% of the year has elapsed and the Town's total expenses (actual expenditures + encumbrances) of $ 25,018k are lower than budget at 67.8%. Actual expenses are $ 22,608k (61.3% of budget) & encumbrances are $ 2,410k (6.5% of budget). Typically, encumbrances are still sizable at this point in the year, as departments continue to commit to services, supplies, and commodities that will be needed for the remainder of the year. The General Fund total expenses of $ 14,564k are below budget at 66.2%. The actual expenditures total $ 13,614k (61.9% of budget) and encumbrances are $ 949k (4.3% of budget). Overall, the total expenses of the 3 Highway Funds are $ 4,180k, or 76.6% of budget just slightly above the 75% of the year that has elapsed. Actual expenditures are $ 2,963k (54.3% of budget) and encumbrances total $ 1,216k (22.2% of budget). The costs continue to be driven by considerable expenses and encumbrances for gas, fuel, road salt, equipment parts, and road paving. The Library expenditures are lower than budget at 64.6%—a year-to- date total of $1,752k. Expenses in the Sewer Fund of $2,838k are below budget at 67.6%. Actual expenditures are $ 2,729k (65.1% of budget) and encumbrances are $108k (2.6% of budget). Stormwater Drainage expenses are approximately 65.9% of budget —a total of $825k. Actual expenditures total $ 769k (61.4% of budget) and include a vactor truck purchase of $ 386k. Again, this month, expenses excluding encumbrances for the Town, as well as the 1 three major funds are less than the 75% of the year that has elapsed. The actual expenditures percentage (exclusive of encumbrances) for the Town is 61.3%; the General Fund is 61.9%; Sewer is 65.1%; and the collective Highway funds is 54.3%. The General Fund has received revenue of $ 15,728k-72.3% of budget. Real estate tax of $11,185M has been collected. 101.1% of the Payment In Lieu of Tax revenue of $257k is in (actual = $ 260k). The Town has recorded 5 months of Sales Tax revenue in the amount of $1,604k (31% of budget); $341k of Franchise Cable TV revenue was received in September, representing the first half of the year; and Mortgage Tax for the first quarter of $249k has been received (30.6% of budget). Per Capital State Aid of $ 613k is scheduled for payment in December. Regarding the entire Town: $28.6M or 79.2% of revenue and appropriated fund balance has been received to -date; approximately $17.5M is from real estate tax. At month -end, the Library had confirmed revenue of $2,589k — 95.7% of budget. 82.8% or $4,4972k of revenue has been received by the Highway. 100.4% of the Sewer Fund or $4,149k is in. Stormwater Drainage has also verified 101.1% of its budgeted revenue —$849k. Page 3 of this report presents the third quarter year-to-date summary and comparison to the prior 6 years. As a reminder, the 2017 percentages are skewed by fire -related activity. Regarding expenditures by Fund —which are shown on the top third of the page: The overall 67.8% of total budget spent and encumbered is slightly lower than prior years. The middle third of the page contains the pertinent Sources of Revenue for the General Fund; the bottom third of the page allows for revenue comparisons of the 2 other Funds; the last line reflects the bottom -line collective revenue and appropriated fund balance for the Town. The 2020 General Fund revenue reflects 72.3% of budget received to date, lagging slightly behind the prior years. This is primarily due to COVID-19 and the NYS on PAUSE executive order. This is most evident reduction is in the recreation fees which were reduced by approximately 40% and Court Fines which were reduced by about 23%. Though reduced revenues have been recognized this year, expenditures are also lower than in prior years. The Per Capita State Aid of $613k has not been received yet. In 2019, Per Capita State Aid payment was rescheduled from September to December. The revenue and appropriated fund balance for the Town as a whole is 79.2%, on par with the 2019 budget year but lower than in prior years. (2019 had not received Franchise Fees through September). The Highway, Sewer and Drainage funds are performing on par with prior years. This concludes my financial report for the month of September 2020. 3 WORKSHOP MEETING SEPTEMBER 8, 2020 130 Workshop Meeting of the Town Board of the Town of Irondequoit, held at the Irondequoit Town Hall on the 8th day of September 2020 at 4:00 P.M.: PRESENT: David Seeley Supervisor Patrina Freeman (Excused at 5 PM to attend another meeting) John Perticone Kimie Romeo Peter Wehner Councilmembers Harter Secrest & Emery, LLP Attorney for the Town Others in attendance included Chief of Police Alan Laird, Director of Community Development Kerry Ivers, Comptroller Diana Marsh, Director of Human Resources Jason Vinette, Commissioner of Public Works Robert Kiley, Deputy Commissioner of Public Works Erin Magee, Director of Recreation Katrina Hall, Assessor Amy Jorstad, Director of Administration Maria Vecchio, Town Attorney Andrew Dean and Town Clerk Genier. Supervisor Seeley called the meeting to order, Pledge was said, and Town Clerk Genier called Roll at 4:00 p.m. REVIEW OF AGENDA ITEMS FOR THE SEPTEMBER 15, 2020 RTB MEETING Financial Report: Comptroller Diana Marsh reviewed the Financial Report as of August 31, 2020. Total expenses and encumbrances were 62.5% of budget, lower than the 66.7% of the year that has elapsed. Actual expenses were 55.4% of budget; encumbrances were 7.1% of budget. Encumbrances are typically high as departments continue to commit to services and supplies that will be needed during the year. Expenses in the General Fund are lower than the percentage of the year elapsed at 60.8%. Actual expenses were 55.6%; encumbrances were 5.2% of budget. Embedded in the General Fund encumbrances are installment debt for equipment leased by the Solid Waste, Information Technology projects and services and other contracted expenses throughout the Town. Additionally, the 2020 projected but unexpended energy costs of the General Fund Street Lighting Account are included. Expenses in the Highway Funds were 71.1% of budget. The costs result from substantial expenses and encumbrances for salt, gas, fuel, paving services and materials, and equipment parts. During July, Highway 1 realized sizable roadwork and paving expenditures, as well as paving material encumbrances. Expenditures in the Library were 60.1% of budget. The Sewer Fund expenses were 61.7% of budget; expenses in Stormwater Drainage total 63.4% of budget. Included in the Fund is a vactor truck costing approximately $386,000. The General Fund revenue received was 69.7% of budget. $11.2M of real estate tax has been received, 100% of budget. $235,000 of PILOT revenue has been received, 91.4% of budget. Another $25,000 is due in October and that will bring that line item to budget. The 1st quarter Mortgage Tax of $249,000 has been received, 30.6% of budget. Five months of Sales Tax of $1,604,000 has been received, 31% of budget. Other major revenue items are expected later in the year, including Franchise Fees, the remaining three quarters of mortgage tax and State Aid. All remaining general fund revenues are below budget at 64% primarily due to COVID-19. Recreation receipts are 47.2% and Court Fines are 33.5% of budget. Regarding the entire Town, 77.4% of revenue and appropriated fund balance has been received to date. The Library has received 95.7% of its budgeted revenue; 82.4% of budgeted revenue is in for Highway Funds. The Sewer District has received 100% of that fund’s budget and Stormwater Drainage is at 101% of its revenue budget. WORKSHOP MEETING SEPTEMBER 8, 2020 131 Approval of Minutes: Minutes from the following meetings to be approved: August 11, 2020 Workshop Meeting and August 18, 2020 Regular Town Board Meeting. REVIEW OF AGENDA ITEMS FOR SEPTEMBER 15, 2020 RTB MEETING: Public Hearings: Three (3) Public Hearings (PH) will be held on September 15th beginning at 7:35 PM. The first PH is on the matter of granting a Special Use Permit for 1115 E. Ridge Road in a M-Manufacturing District. Two resolutions will be voted on following the Hearing—the first regarding State Environmental Quality Review Act Compliance and the second approving the Special Use Permit. Chick-fil-A, the applicant is applying for a Special Use Permit to operate a restaurant with outdoor dining and drive thru. A Special Use Permit is required for any restaurant going into a M-Manufacturing District. The issue of increased traffic at this busy intersection was discussed. The Monroe County Dept. of Transportation did not have concerns with traffic in this area. The second PH is on the matter of rezoning a portion of 2590 Culver Road from R-1 Residential to R-5 Residential. Providence Housing would like to develop 96 units of workforce housing on the estimated ten acres of land that he has contracted to buy. In order to move forward, the zoning needs to change from R-1 to R-5 to allow for multi-family dwellings. The third PH is on the matter of rezoning a portion of 2590 Culver Road from R-1 Residential to C- Business District to construct a convenience store, gas station, car wash and coffee shop. These two PHs deal with rezoning portions of the Wambach property located on Culver Road. Appointments: Supervisor Seeley reviewed his one (1) resolution reappointing a resident to the Deer Management Program Board. The Bow Hunt Program will be conducted this year and more public information will be forthcoming regarding the Program. Assessor: Assessor Amy Jorstad reviewed her two (2) resolutions. The first resolution authorizes a Settlement Agreement with Walgreen Company and Rite Aid Corporation. This has been a long-standing legal matter since 2013 and it will be good to have it settled. There is still a lease on the property and when the lease expires, the assessment will go down. When this property is redeveloped, the assessment might go up again. Currently, the property is not being cared for. The second resolution authorizes a Settlement Agreement with Sharron Trimaldi. Assessor Jorstad stated that this was a small settlement reduction. Community Development: Director of Community Development Kerry Ivers reviewed two (2) resolutions. The first resolution calls for a Public Hearing on the matter of granting a Special Use Permit (SUP) for 889 E. Ridge Road in a C-Business District. Joseph Santacroce is requesting a SUP to operate a used car sales lot on this site and a SUP is required in the C- Business District. He is looking to convert the lot from restaurant to auto sales. There will be no changes to the building or signage. The second resolution authorizes 2021 tax levies for those residents who failed to comply with issued orders regarding code violations on their properties. The levy amount due this year is lower than in previous years which is good because residents are paying their fines and maintaining their properties. Police: Chief of Police Alan Laird reviewed two (2) resolutions. The first resolution authorizes the Chief of Police to enter into an Affiliation Agreement between Monroe Community College (MCC) and the Irondequoit Police Department (IPD). MCC will plan, develop, implement and staff faculty for the education program and the IPD will provide students with field experience in police work. The second resolution calls for a Public Hearing regarding the adoption of a local law amending the Town Code regarding the bow hunt program regulations. WORKSHOP MEETING SEPTEMBER 8, 2020 132 Public Works: Commissioner of Public Works Robert Kiley reviewed thirteen (13) resolutions. The first resolution calls for a Public Hearing for the purpose of extending the consolidated sewer district to approximately 30 homes that are currently dependent on septic systems that could fail or become submerged. The second resolution calls for a Public Hearing to amend a Franchise Agreement with Verizon Wireless regarding the number of small cells that can be installed within Town rights-of-way. This would eliminate the number of times a resolution would have to come before the Board for approval. The third resolution awards a bid for the installation of playground equipment for the REDI Irondequoit Bay State Marine Park Project. Due to the increased water level of Lake Ontario in the last few years, New York State formed the Lake Ontario Resiliency and Economic Development Initiatives (REDI) and allocated funding to increase the resilience of several projects. Irondequoit received awards which included the installation of a playground. The bid opening is to be held on September 10th. The fourth resolution authorizes 2020 tax levies resulting from right-of-way code violations. There is one outstanding amount due in the sum of $749.29, which sum will be levied onto the resident’s property tax bill. The fifth resolution addresses the State Quality Environmental Review Act (SEQRA) for the stabilization of Seneca Road which continues to have constant water main breaks. Pursuant to the SEQRA review, the proposed project will not result in any significant adverse environmental impacts. A Negative Declaration is recommended. The sixth resolution authorizes the Capital Improvement Program for the Town for 2021 through 2026. This plan includes projects to be implemented within the next six years, from 2021 through 2026. The Plan is subject to change. Financing for each project is required to be authorized by the Town Board. Each project must be reviewed pursuant to SEQRA. The seventh resolution approves an additional service change order to Ramboll in support of the Irondequoit Bay State Marine Park Project. The Town contracted with Ramboll for architectural and engineering services for the Lake Ontario Resiliency and Economic Development Initiative (REDI) project at the Irondequoit Bay State Marine Park. Ramboll has provided additional services and detailed additional fees in the amount of $53,700. The eighth resolution relates to the sanitary sewer easement at 1880 Hudson Avenue. The construction of several single-family homes has been approved at that location. The Town is required to obtain a permanent sanitary sewer easement on the parcel to ensure access in order to clean and maintain said sanitary sewer system. A Negative Declaration was adopted pursuant to SEQRA for this project. The ninth resolution authorizes an interfund loan in the sum of up to $250,000. This is necessary as the Town has not been reimbursed for the construction of the Irondequoit Bay State Marine Park and Culver Road Storm Sewer Project. The reimbursement of the project cost by New York State comes via a Grant Disbursement Agreement with the Dormitory Authority. Once the reimbursement has been received, those funds will return to the Capital Fund 399. The tenth resolution calls for a Public Hearing with respect to undertaking an upgrade and replacement of the Fox Hall Pump Station within the Town of Irondequoit’s Consolidated Sewer District. The estimated maximum cost of undertaking the project is $350,000. The eleventh resolution calls for a Public Hearing with respect to undertaking improvements to the Town’s Consolidated Sewer District consisting of reconstruction and/or replacement of sanitary sewer mains and laterals through the Town. The estimated maximum cost of undertaking this project is $500,000. The twelfth resolution calls for a Public Hearing to consider authorizing financing for the replacement of the water main along Seneca Road within the Sea Breeze & Vicinity Water District. The estimated maximum cost of this project is $500,000. The thirteenth resolution calls for a Public Hearing with respect to reconstruction of storm sewers, installation of stormwater drainage facilities and various land grading projects relating to drainage, erosion and slope stabilization within the Town’s Drainage District. The estimated maximum cost of undertaking this project is $500,000. WORKSHOP MEETING SEPTEMBER 8, 2020 133 Supervisor: Supervisor Seeley reviewed one (1) resolution calling for a Public Hearing concerning the adoption of a local law regarding retention and disposition of records. Before August 1, 2020, the State Archives issued separate retention and disposition schedules for counties, municipalities, miscellaneous local governments and schools. Effective August 1, 2020, the State Archives adopted a consolidated retention and disposition schedule for all units of local government which replaces the existing schedules. Since the Town adopted the original retention schedule by local law, this updated retention schedule must be adopted by local law. ITEMS FOR BOARD ACTION 9WS2020-1 Resolution Authorizing the Supervisor to Enter into and Amend Various Contracts with Vendors for Youth, Family and Senior Recreational Programming for Fall 2020 On a motion made by Councilmember Wehner, seconded by Councilmember Perticone, a resolution was adopted authorizing the Supervisor to enter into contracts with various vendors as approved by the Town Attorney and further authorizes the Supervisor to modify the scheduled Beginning Dates of vendors and make the pay adjustments that may be needed as a result of the ongoing COVID-19 public health emergency. UPON VOTING Town Board Member Wehner voting Aye Town Board Member Perticone voting Aye Town Board Member Romeo voting Aye Town Board Member Freeman voting Absent Supervisor Seeley voting Aye Resolution Number: 2020-231 9WS2020-2 Resolution Approving the Appointment of a Part-Time Office Clerk in the Senior Center On a motion made by Councilmember Wehner, seconded by Councilmember Romeo, a resolution was adopted authorizing the hiring of Rachael Pangburn as a part-time Office Clerk in the Senior Center. Director of Recreation Katrina Hall stated that six candidates were interviewed, and Rachael Pangburn was selected to fill the vacancy in the Senior Center. Councilmember Wehner began a discussion on diversity within the Town’s workforce. This particular candidate has several family members already working in the Town. The Town will do more to improve training and recruiting for Town positions. After further discussion, this resolution was TABLED. 9WS2020-3 Resolution Approving the Temporary Appointment of a Part-Time Recreation Assistant On a motion made by Councilmember Romeo, seconded by Councilmember Perticone, a resolution was adopted authorizing the rehiring of Kim Vogt as a part-time seasonal Recreation Assistant to run the Soccer program from September to November. Director of Recreation Katrina Hall explained that Kim Vogt successfully ran the Soccer program for the Town since September of 2017, and she would like to continue in that position. WORKSHOP MEETING SEPTEMBER 8, 2020 134 UPON VOTING Town Board Member Wehner voting Aye Town Board Member Perticone voting Aye Town Board Member Romeo voting Aye Town Board Member Freeman voting Absent Supervisor Seeley voting Aye Resolution Number: 2020-232 On a motion made by Councilmember Romeo, seconded by Councilmember Wehner, the Workshop Meeting was adjourned at 5:59 p.m. UPON VOTING Town Board Member Wehner voting Aye Town Board Member Perticone voting Aye Town Board Member Romeo voting Aye Town Board Member Freeman voting Absent Supervisor Seeley voting Aye Respectfully submitted, Barbara Genier, Town Clerk PRE-TOWN BOARD MEETING SEPTEMBER 15, 2020 135 6:45 PM American Public Works Association (APWA) Award Ceremony—Paul Chatfield, member of Local APWA, presented Commissioner of Public Works Robert Kiley with an award recognizing the team efforts of the Town, Christa Construction and Bergman Associates for the state-wide structural project of the year—the new DPW facility on E. Ridge Road. On December 24, 2016, the Town’s Public Works building suffered a devastating fire. In October of 2019, a new facility was opened. This presentation from New York State was to have been made at the State banquet in January of this year but, due to the COVID-19 pandemic, the banquet was cancelled. The members at the local level wanted to congratulate the Town for their achievement and did so at this meeting. Commissioner Kiley stated he began making plans for a new facility the same night as the fire and the staff of the Public Works Department moved into a new building in October 2019. Supervisor Seeley thanked all involved for their part in making the new building a reality. Regular Town Board Meeting of the Town Board of the Town of Irondequoit held at the Irondequoit Town Hall on the 15th day of September 2020 at 7:00 P.M. PRESENT: David Seeley Town Supervisor Patrina Freeman John Perticone Kimie Romeo Peter Wehner Councilmembers Harter Secrest & Emery LLP Attorney for the Town Others in attendance included Commissioner of Public Works Robert Kiley, Deputy Commissioner of Public Works Erin Magee, Director of Community Development Kerry Ivers, Comptroller Diana Marsh, Director of Administration Maria Vecchio, Assessor Amy Jorstad, Attorney for the Town Andrew Dean and Town Clerk Genier. SUPERVISOR’S REMARKS AND ANNOUNCEMENTS: *Supervisor Seeley stated that this meeting is being conducted in compliance with Open Meetings Law with some deviation due to the flexibility allotted to Executive Order 202 of 2020 relevant to the ongoing COVID-19 crisis. *He announced that three (3) Public Hearings will be held at this meeting. People wishing to participate will be ushered into the meeting when the time comes. All people wishing to share comments will be allowed to do so with COVID-19 requirements in place. *Supervisor Seeley reviewed the school tax collection procedure for the Town. Cash payments will be taken inside the building; checks can be mailed or put into the Drop Box at the right of the Town Hall entrance in the back of the building. If residents pay their taxes online, the County will waive the 3% user fee. PUBLIC INPUT: Supervisor Seeley noted that he did not receive any emails directed to supervisor@irondequoit.org from individuals wishing to share comments at Public Input. FINANCIAL REPORT: Comptroller Diana Marsh reviewed the Financial Report as of August 31, 2020. Total expenses and encumbrances were 62.5% of budget, lower than the percentage of year elapsed of 66.7%. Actual expenses were 55.4% of budget; encumbrances were 7.1% of budget. Encumbrances are still high at this time of year as departments continue to commit to commodities, services and supplies that will be needed for the remainder of the year. Expenses in the General Fund were at 60.8% of budget. Actual expenditures were 55.6% of budget; encumbrances were 5.2% of budget. Embedded in the General Fund encumbrances are installment debt for equipment leased by Solid Waste, Information Technology projects and services, attorney fees, and contracted expenses throughout the Town and 2020 projected but unexpended energy costs of the General Fund Street Lighting Account. Expenses in the Highway Funds were at 71.1%. These costs are typically driven by salt, gas, fuel, roadwork, paving services and materials, such as oil and stoning and asphalt. Highway 1 realized sizable roadwork and paving expenditures, as well as paving material encumbrances. Expenditures in the Library were at 60.1%. The Sewer Fund expenses were at 61.7% of budget; expenses in Stormwater Drainage total 63.4% of budget. Included in Drainage is a $386,000 expense for a vactor truck. The General Fund revenue received was 69.7% of budget. $11.2M of real estate tax has been received, 100% of budget. 91.4% of PILOT revenue has been received. An additional $25,000 is due in September and will make this item whole. 1st quarter of Mortgage Tax of $249,000 is in at 30.6% of budget. Five months of Sales Tax totaling $1,604,000 was received during the month, 31% of budget. Other major revenue sources, such as Franchise Cable Fees, Per Capita State Aid and the remaining 3 quarters of Mortgage Tax are not due yet. Regarding the entire Town, 77.4% of revenue and appropriated fund balance has been received to date. Approximately REGULAR TOWN BOARD MEETING SEPTEMBER 15, 2020 136 $17.5M of the amount received is Real Estate Tax and Special District Assessments. The Library has received 95.7% of its revenue budget; 82.4% of budgeted revenue is in for Highway Funds. The Sewer District has received 100% of that fund’s budget; and Stormwater Drainage is at 101.1% of its revenue budget. On a motion made by Councilmember Romeo, seconded by Councilmember Perticone, the financial report was accepted. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED APPROVAL OF MINUTES: On a motion made by Councilmember Freeman, seconded by Councilmember Romeo, the minutes from the August 11, 2020 Workshop Meeting were approved. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED On a motion made by Councilmember Perticone, seconded by Councilmember Wehner, the minutes from the August 18, 2020 Regular Town Board Meeting were approved. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED ITEMS FOR BOARD ACTION: 9A2020-4 RESOLUTION APPROVING A REAPPOINTMENT TO THE DEER MANAGEMENT PROGRAM BOARD On a motion made by Councilmember Perticone, seconded by Councilmember Romeo, a resolution was adopted approving the appointment of Marcy Tiberio as Member of the Deer Management Program Board for a term to begin October 15, 2020 and expire October 15, 2021. Supervisor Seeley explained that the Deer Management Program is conducted annually to control the herd for public health and safety concerns. Along with representatives from the Police Department and Supervisor’s Office, one of the members shall be a Town resident who cannot be a hunter in the Program and shall be selected by the Town Board. Ms. Tiberio has served from inception of the Board and is willing to serve again. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-233 9A2020-5 RESOLUTION AUTHORIZING A SETTLEMENT AGREEMENT WITH WALGREEN CO. AND RITE AID CORPORATION On a motion made by Councilmember Freeman, seconded by Councilmember Wehner, a resolution was adopted approving a settlement with Walgreen Co. and Rite Aid Corporation. Assessor Amy Jorstad explained that this agreement settles five years of Article 7 proceedings brought by Rite Aid and Walgreen after Rite Aid was bought and closed. Assessor Jorstad stated that the property value had declined. The Town will incur refunds of approximately $40,418 for the settlement. The County will refund $55,182; the School will refund $154,863; and Special Districts will refund $15,927. The agreement holds the assessment for 2021 only. The Supervisor added that this is prime property and hopefully will be sold. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-234 9A2020-6 RESOLUTION AUTHORIZING A SETTLEMENT AGREEMENT WITH SHARRON TRIMALDI On a motion made by Councilmember Romeo, seconded by Councilmember Wehner, a resolution was adopted approving a settlement with Sharron Trimaldi. REGULAR TOWN BOARD MEETING SEPTEMBER 15, 2020 137 Assessor Amy Jorstad stated that this settlement was brought for the 2019 tax year with Sharron Trimaldi. The property is a mini-storage facility located at 24 Dubelbeiss Lane. The assessment for 2019 was reduced from $255,000 to $206,100. Grievance was brought again in 2020 and a fair market value assessment of $212,500 for the property was agreed upon. This assessment will be for 2020, 2021 and 2022 tax years only. The Town will incur a refund of $301.71. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-235 9A2020-7 RESOLUTION CALLING FOR A PUBLIC HEARING ON THE MATTER OF GRANTING A SPECIAL USE PERMIT FOR 889 E. RIDGE ROAD IN A C-BUSINESS DISTRICT On a motion made by Councilmember Perticone, seconded by Councilmember Freeman, a resolution was adopted calling for a Public Hearing to be held on October 20, 2020 at 7:42 PM. Director of Community Development Kerry Ivers explained that the owner of Santa Motors has purchased the property next door in order to expand his used car business to include this lot. A Special Use Permit is needed as this was not contemplated at this location. This matter will be sent to the Planning Board for their review, as well as the County, as it is on a County road. Director Ivers stated that there will be little physical change to the building. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-236 9A2020-8 RESOLUTION AUTHORIZING 2021 TAX LEVIES On a motion made by Councilmember Romeo, seconded by Councilmember Perticone, a resolution was adopted authorizing and ordering that the expenses for work performed by the Town to correct violations of Town Code Chapters 94 and 104, totaling approximately $46,659.65, be assessed and levied against said properties as listed in the attached spreadsheet and collected in the same manner and time as other assessments and tax levies of the Town. Director of Community Development Kerry Ivers explained that this is an annual resolution to assess outstanding payments due the Town for work done by the Town. Supervisor Seeley noted that the amount due the Town is down considerably from past years. This is good because it states that property owners are paying their fees and maintaining their properties. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-237 9A2020-9 RESOLUTION AUTHORIZING ENTRY INTO AN AFFILIATION AGREEMENT BETWEEN MONROE COMMUNITY COLLEGE AND IRONDEQUOIT POLICE DEPARTMENT On a motion made by Councilmember Freeman, seconded by Councilmember Wehner, a resolution was adopted authorizing the Chief of Police to enter into an Affiliation Agreement as approved and modified by the Town Attorney. Supervisor Seeley explained that this resolution provides an extension to MCC’s education and training program for Law and Criminal Justice students. MCC will be responsible for the planning, development, implementation and faculty staffing of the educational program and the Police Department will be responsible for providing students with field experience in police work. Councilmember Freeman feels that this is a valuable program for the students to gain insight into a career in law enforcement. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-238 REGULAR TOWN BOARD MEETING SEPTEMBER 15, 2020 138 On a motion made by Supervisor Seeley, seconded by Councilmember Perticone, a Local Law was introduced amending Section III of Chapter 93 of the Town Code relating to the Deer Management Program.. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED 9A2020-10 RESOLUTION CALLING FOR A PUBLIC HEARING ON THE MATTER OF ADOPTING A LOCAL LAW AMENDING SECTION III OF CHAPTER 93 OF THE TOWN CODE OF IRONDEQUOIT On a motion made by Councilmember Romeo, seconded by Councilmember Perticone, a resolution was adopted scheduling a Public Hearing on October 20, 2020 to adopt a local law amending Section III of Chapter 93 of the Town Code relating to the Bow Hunt Program. Supervisor Seeley explained that this is a relatively new law and updates need to be made from time to time to the Deer Management Program. This proposed local law would amend the Town’s regulations by allowing the Irondequoit Police Department to designate the location where hunters shall transport harvested deer and where such harvested deer may be field dressed. It would also authorize the Irondequoit Police Department to establish a code of conduct for hunters participating in the Program. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-239 9A2020-11 RESOLUTION CALLING FOR A PUBLIC HEARING FOR THE PURPOSE OF EXTENDING THE CONSOLIDATED SEWER DISTRICT TO INCLUDE HOMES ALONG BAY SHORE BOULEVARD On a motion made by Councilmember Romeo, seconded by Councilmember Freeman, a resolution was adopted calling for a Public Hearing on this matter to be held on October 20, 2020. Deputy Commissioner of Public Works Erin Magee explained that this resolution would allow the thirty homes along Bay Shore Boulevard that are currently on septic systems to connect to the Consolidated Sewer District. The Town wishes to improve the resiliency of these homes that are faced with possible floodings. This project will be funded through the New York State Resiliency and Economic Development Initiative (REDI), which funds the project $.95 to the $1.00. This matter is a public health concern and it is necessary to make sure that the rising water does not allow waste discharge to enter the Bay. The Town’s share of fees will be borne by the thirty property owners in that district. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-240 9A2020-12 RESOLUTION CALLING FOR A PUBLIC HEARING TO AMEND A FRANCHISE AGREEMENT WITH VERIZON WIRELESS TO OPERATE WITHIN TOWN RIGHTS OF WAY On a motion made by Councilmember Perticone, seconded by Councilmember Wehner, a resolution was adopted calling for a Public Hearing on the matter of amending a Franchise Agreement with Verizon Wireless to operate within Town Rights of Way. Commissioner of Public Works Robert Kiley explained that this resolution would amend the Agreement with Verizon Wireless to permit the installation of small cell wireless facilities in various Town Rights of Way. This amendment revolves around the number of small cells to be placed in the Town Rights of Way, which Verizon Wireless has increased from 150 to a number to be determined. The Public Hearing will be held on October 20, 2020 at 7:36 PM. Supervisor Seeley stated the Town would like to see plans of future buildout. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-241 REGULAR TOWN BOARD MEETING SEPTEMBER 15, 2020 139 9A2020-13 RESOLUTION AWARDING INSTALLATION OF PLAYGROUND EQUIPMENT AT REDI IRONDEQUOIT BAY STATE MARINE PARK PROJECT On a motion made by Councilmember Freeman, seconded by Councilmember Romeo, a resolution was adopted awarding the bid for installation of playground equipment for the REDI Irondequoit Bay State Marine Park Project to Titan Development Inc. in the amount of $164,500. Commissioner of Public Works Robert Kiley explained that this resolution awards this project to Titan Development in the amount of $164,500. Bids were opened on September 10, 2020. New York State will pay $.95 to the $1.00 for this project. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-242 9A2020-14 RESOLUTION PURSUANT TO STATE QUALITY ENVIRONMENTAL REVIEW ACT FOR THE STABILIZATION OF SENECA ROAD On a motion made by Councilmember Romeo, seconded by Councilmember Wehner, a resolution was adopted authorizing the adoption of the Negative Declaration for this project and determining that no Environmental Impact Statement is required. Commissioner of Public Works Robert Kiley explained that this resolution moves forward with a SEQR determination to secure Seneca Road, a road that has seen significant flooding due to frequent water main breaks. Seneca Road is owned and operated by the Town of Irondequoit. This project will mitigate the discharge of sediment from the construction and eliminate any discharge from future water main breaks. As there are no adverse environmental impacts connected to this project, a Negative Declaration is recommended. This project is being done in concert with the Sea Breeze Water District. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-243 9A2020-15 RESOLUTION AUTHORIZING THE CAPITAL IMPROVEMENT PROGRAM FOR THE TOWN OF IRONDEQUOIT FOR 2021-2026 On a motion made by Councilmember Romeo, seconded by Councilmember Wehner, a resolution was adopted authorizing the Capital Improvement Program for the Town of Irondequoit from 2021 through 2026. Commissioner of Public Works Robert Kiley explained that there are four projects that need to be funded for 2021: Sewer Laterals and Mains; Drainage Improvements; Fox Hall Pump Station Upgrades and Sea Breeze Water District Reconstruction of Seneca Road Water Main. These projects total $1,850,000 and will be bonded over thirty years. The Town is the bonding agent on behalf of Sea Breeze Water District and will be paid back by the rate holders within the District. Commissioner Kiley pointed out that the Seneca Road Stabilization Project will take place in 2022 at a cost of $1,500,000 and the project will be managed by the Sea Breeze Water District. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-244 9A2020-16 RESOLUTION AUTHORIZING THE SUPERVISOR TO APPROVE A CHANGE ORDER TO RAMBOLL FOR THE IRONDEQUOIT BAY STATE MARINE PARK PROJECT On a motion made by Councilmember Freeman, seconded by Councilmember Romeo, a resolution was adopted authorizing additional services in the amount of $53,700. Commissioner of Public Works Robert Kiley explained that during the REDI project at the Irondequoit Bay State Marine Park, Ramboll, the design engineer, incurred several costs that were outside their scope, specifically the extensive permitting that was required for New York State Dept. of Environmental Conservation. This change order is for the additional services and associated fees in the sum of $53,700. REGULAR TOWN BOARD MEETING SEPTEMBER 15, 2020 140 UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-245 9A2020-17 RESOLUTION REGARDING SANITARY SEWER EASEMENT AT 1880 HUDSON AVENUE On a motion made by Councilmember Freeman, seconded by Councilmember Perticone, a resolution was adopted approving and accepting the permanent sanitary sewer easement from 1880 Hudson Avenue to the Town of Irondequoit in such form as approved by the Town Attorney. Commissioner of Public Works Robert Kiley explained that this was a residential subdivision and it has been approved for development of several single-family homes. As there will be separate connections into the sanitary sewer system, the Town must take dedication and ownership over the sanitary sewer system to be constructed. An easement is necessary for the Town to clean and maintain said sanitary sewer system. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-246 9A2020-18 RESOLUTION AUTHORIZING AN INTERFUND LOAN On a motion made by Councilmember Romeo, seconded by Councilmember Wehner, a resolution was adopted approving the additional interfund loan, up to $250,000 from the General Fund to Capital Fund 399. Commissioner of Public Works Robert Kiley explained that the Town previously authorized an interfund loan for the construction of the Irondequoit Bay State Marine Park and Culver Road Storm Sewer Project. As part of the State of New York Grant Disbursement Agreement with the Dormitory Authority, the Town will be reimbursed 95% of the project cost. The Grant Disbursement Agreement for the project has not yet been executed and additional funds are needed. Once the Grant Disbursement Agreement is executed with New York State, the General Fund Balance will be made whole. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-247 PUBLIC HEARINGS 9PH2020-1 ON THE MATTER OF GRANTING A SPECIAL USE PERMIT 7:35 PM FOR 1115 E. RIDGE ROAD IN A M-MANUFACTURING DISTRICT On a motion made by Councilmember Freeman, seconded by Councilmember Wehner, the Public Hearing was opened at 7:35 PM. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Director of Community Development Kerry Ivers explained that this is a proposed restaurant located in a M-Manufacturing District which requires a Special Use Permit issued by the Town Board and a Public Hearing must be held. The proposed restaurant is a 5,000 sf new building and the existing 18,000 sf former Staples, would be demolished. The new proposed restaurant would have outdoor seating and a drive thru facility, on site parking and other amenities. This Board is only considering the granting of a Special Use Permit for a permitted use in the district. This project is also subject to Site Plan Review. The project already received variances related to the drive thru canopy and a proposed free-standing sign from the Zoning Board. Supervisor Seeley explained that the Town Board is considering issuance of a Special Use Permit pursuant to Town Code and New York State Town Law. They are considering the proposed development as it relates to local growth, public facilities, infrastructure, as well as surrounding land uses and natural features. Mr. Tim Freitag with Bohler Engtineering, agent for Chick-fil-A (the Applicant), gave a brief summary of the project. He explained that the former Staples building will be demolished and a new restaurant will be constructed. The proposed restaurant will be 5,000 sf and include a drive REGULAR TOWN BOARD MEETING SEPTEMBER 15, 2020 141 thru and outdoor seating. The site layout is a result of a thorough evaluation of site constraints, site analysis, engineering and a detailed traffic assessment that includes mitigation elements for traffic. The project complies with the goals of the Town’s Comprehensive Master Plan. Mr. Freitag stated that this is a great redevelopment opportunity that meets the first goal of the Town’s Comprehensive Master Plan, which is focusing on investment and redevelopment to strengthen the Town’s tax base. Supervisor Seeley stated that many residents expressed concerns with increased traffic in that area. He asked Mr. Freitag when the data for the traffic analysis was collected and was told it came from the study done with Dunkin Donuts in 2015, as well as data collected from Wendy’s in 2005. Growth rates were applied to that data to similate current conditions. Mr. Freitag stated that it was difficult to collect accurate data currently due to the COVID-19 pandemic. Mr. Freitag stated that 18-19 cars were observed within the drive thru at peak hours. The Irondequoit location is designed to handle 20 cars entirely within the drive thru. There will be additional stacking onsite without interfering with Portland Avenue or with the shared access between the proposed project, Wendy’s and Home Depot. Mr. Freitag noted that there will be a team in place to help during Grand Opening and other significant events. Supervisor Seeley inquired about peak early morning hours as there is a well-known donut shop across Portland Avenue. Mr. Freitag said there were no more than 30 cars from 7 to 8 a.m. going through the drive thru. The midday peak hour is higher than the evening peak hour. Councilmember Freeman asked if the traffic data reflected the COVID-19 restrictions. Mr. Freitag stated that the figures presented reflect pre-COVID-19 data. The project is being designed for the long-term and hopefully will open in the spring of next year. When asked about the size of the proposed project as compared with the other two, Mr. Freitag stated that the Greece site is 1.2 acres, this proposed site is 2.2 acres, and the Henrietta site is 1.34 acres. Public Hearing Public Input: Irene, a 40-year resident of Irondequoit spoke in support of the proposed Chick-fil-A. She has spoken to many of her friends and neighbors and they are all in support of this project. She feels Irondequoit is lacking a quality place to eat. Many of the good restaurants have closed down. She urged the Board members to consider this project favorably. Greg Devlin, 135 Carol Drive, spoke in favor of Chick-fil-A. He has been to various Chick-fil-A locations throughout the country. He stated that the food is very good, the facilities are always bright and clean and the employees are trained to be kind and friendly. He stated that initially he was worried about the traffic but feels the project is being well designed to address any traffic concerns. Joe Olles, Rich Marcello and Jackie Marcello, 1600 Portland Avenue, spoke in support of the project. Joe is with the management team at Ridge Donut. He was worried initially that increased traffic could be a deterrent to people wanting to come to Ridge Donut. He feels the project managers have addressed a lot of the concerns, but there is some question about car backup, especially on Portland Avenue. Mr. Olles questioned the use of the old data for traffic studies; Supervisor Seeley responded that they use the baseline data. Mr. Olles noted that he believes that the Chick-fil-A would help his business and they are not against it. Irene spoke again stating that Chick-fil-A has employees going to cars and taking orders; the business is run very efficiently and the wait is not long. Mr. Tim Freitag responded to some of the comments. With regard to the traffic study analysis from 2005 to 2015, the data collected for the Dunkin Donut site was just data on the road, at the signal of E. Ridge Road and Portland Avenue, not for traffic estimated for generation by Dunkin Donut. He stated that there were 12 to 13 spaces that could be blocked with high volume traffic stacking. Those conflict spaces will be used by team members and employees of the facility, opening up the other spaces for patrons of the facility. With regard to the left hand turn into the facility by Wendy’s, the applicant is making that wider to support two lanes—a through lane and a dedicated left turn lane. There will also be a second left turn lane option to get into the facility. Mr. Freitag notes that on the day of Grand Opening, the facility will bring in professionals to train team members, make sure the kitchen is running well, train employees working at the drive thru on how to work efficiently and to direct traffic. They will also work with Town staff and Police Officers to help with added traffic for that special event. Typically, the Grand Opening period runs from two to four weeks. He also noted that the increased traffic will bring more people to the other businesses in that area. On a motion made by Councilmember Romeo, seconded by Councilmember Perticone, the Public Hearing was closed at 8:11 PM. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED REGULAR TOWN BOARD MEETING SEPTEMBER 15, 2020 142 9PH-1A RESOLUTION REGARDING STATE ENVIRONMENTAL QUALITY REVIEW ACT COMPLIANCE REGARDING A SPECIAL USE PERMIT TO OPERATE A RESTAURANT WITH OUTDOOR DINING AND DRIVE THRU AT 1115 E. RIDGE ROAD IN A M-MANUFACTURING DISTRICT On a motion made by Councilmember Freeman, seconded by Councilmember Wehner, a resolution was adopted authorizing the adoption of the Negative Declaration for the Special Use Permit for 1115 E. Ridge Road in a M-Manufacturing District in the form attached and determining that no Environmental Impact Statement is required. Director of Community Development Kerry Ivers explained that this is an Unlisted Action for SEQR purposes. An uncoordinated review is being done; each Board is adopting its own SEQR analysis and Determination of Significance. Ms. Ivers stated that this project involves the demolition of a vacant, dilapidated building and construction of a brand new building. It will be adding pervious surface, reducing curbing and adding landscaping which will be a positive impact to the land. She stated that they also looked at traffic impacts in the area and believe the site can handle a significant number of cars which will limit the potential impact on surrounding roads. Monroe County Dept. of Transportation reviewed the project and does not feel there is a traffic concern based on the site’s design. There is mitigation on the proposed site and a sidewalk system is in place. For the purposes of SEQR, a Negative Declaration is being recommended. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-248 9PH-1B RESOLUTION APPROVING A SPECIAL USE PERMIT FOR 1115 E. RIDGE ROAD IN A M-MANUFACTURING DISTRICT On a motion made by Councilmember Romeo, seconded by Councilmember Freeman, a resolution was adopted approving the Special Use Permit for 1115 E. Ridge Road in a M- Manufacturing District. Supervisor Seeley commented that the M-Manufacturing District does allow proposed development of this type but requires a Special Use Permit. This provides one more level of review for the project. He stated that a petition was received and signed by about 200 residents expressing their concerns regarding this project and its past perceived behavior of the corporation at hand. Supervisor Seeley noted that the comments did not warrant any means to reject the application based on the scope and how it relates to Town Code. He wanted the people who signed the petition. to know that their concerns did not fall on deaf ears. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-249 9PH2020-2 ON THE MATTER OF REZONING A PORTION OF 2590 CULVER 7:36 PM ROAD FROM R-1 RESIDENTIAL TO R-5 RESIDENTIAL On a motion made by Councilmember Freeman, seconded by Councilmember Wehner, the Public Hearing was opened at 8:18 PM. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Director of Community Development Kerry Ivers spoke briefly about this matter stating that this portion of 2590 Culver Road is currently zoned R-1 which is a single-family residential development district. Director Ivers explained that there are two separate applications coming forward – (1) to allow for the development of multi-family housing that has been presented by Providence Housing. That development requires R-5 zoning; and (2) to develop a commercial business, a gas station with convenience store and self-serve car wash facility to be located on a separate parcel. Both of these applications deal with a separate portion of 2590 Culver Road. Mark Greisburger is the Executive Director of Providence Housing Development Corporation, and a not-for-profit housing developer. His Corporation has done work previously in Irondequoit, namely the St. Salome’s development on Culver Road. He stated that the proposed REGULAR TOWN BOARD MEETING SEPTEMBER 15, 2020 143 project looks to develop 96 units, along with a Community Center. All the buildings would be two stories high. This project is designed as affordable work-force housing. Mr. Greisburger explained that work-force housing is for people who make between 50% to 80% of the area medium income. The Monroe County area medium income for a single person is in the low $50,000 range. For a single person, the salary would be in the mid $20,000; for a parent with a child, it would be in the $30,000 range; and for a couple with a child, it would be higher. He is looking to develop housing for people who are spending too much of their paycheck on housing. Mr. Greisburger feels this is a good location and a good project. He has worked with the company developing the second project in an effort to minimize traffic concerns. Mr. Andrew Hart, from Bergman Engineering, spoke on the traffic impact. New York State Dept. of Transportation reviewed the traffic study, agrees with it and has given written approval to the developer. Traffic is less of a concern with the housing development. The traffic study for both projects referred to a traffic signal for one of the projects. Mr. Hart commented that he has not received word back from the Monroe County Dept. of Transportation relating to the installation of a traffic signal. Mr. Greisburger said there was a project in Chili similar to the project proposed in Irondequoit and another project in the City; information from these projects would help Irondequoit know how this project will fit in a surburan neighborhood. Public Hearing Public Input: Todd Dentico, 1950 Culver Road, has lived in this neighborhood all his life. He feels the neighborhood is fragile and is very close to the City. He doesn’t feel the neighborhood needs low-income housing. He thinks something nicer should go in that site to upgrade the neighborhood. He asked if health-care workers move out, who will move in. He feels the traffic in that area is bad now and will get worse. He said he spoke to people living in the housing development in Sea Breeze and they aren’t happy. They stated that the project is an eyesore. Supervisor Seeley asked Mr. Dentico if he feels the project won’t be nice because it is low income. Mr. Dentico repeated that he would like to see something nice go in there to brighten up the neighborhood. On a motion made by Councilmember Romeo, seconded by Councilmember Wehner, the Public Hearing was closed at 8:36 PM. This Public Hearing can be reopened; there will be no action taken on this at this meeting. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED 9PH2020-3 ON THE MATTER OF REZONING A PORTION OF 2590 CULVER 7:37 PM ROAD FROM R-1 RESIDENTIAL TO C-BUSINESS DISTRICT On a motion made by Councilmember Romeo, seconded by Councilmember Perticone, the Public Hearing was opened at 8:37 PM. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Supervisor Seeley stated that this Public Hearing relates to the rezoning of the western portion of 2590 Culver Road and this Public Hearing will remain open due to the lack of information on the traffic signal. Mr. Scirrabba from Land Tech Surveying and Planning stated he was representing Quicklee’s. He stated that this will be the first store in Irondequoit; there are 25 stores throughout New York State. These are privately held convenience stores, 5,000 sf with a drive thru and car wash. The project encompasses 2.1 acres, over the former Wambach building and parking lot. Regarding increased traffic, the study did include this project. There will be a signalized access in front of Brookdale Road. All the utilities are at the site and, working with Providence Housing, the storm water management from this site will be part of the storm water plan. Mr. Scirrabba stated that Quicklee’s has been looking for a spot in Irondequoit for a long time and he feels this is a good location. Supervisor Seeley did question the need for another gas station in that area when there are already several near the site. Mr. Ken Peralli, from the parent company of Quicklee’s, responded that people like to turn right into a gas station and at least three of the other gas stations nearby are on the left side. He did recognize that there is competition among gas stations in that area but feels the need is there for Quicklee’s. Councilmember Romeo was happy to hear that the developer is looking into green space, rain gardens and other environmental structures. Councilmember Perticone noted his concern with the traffic, especially making a left- hand turn without a traffic signal. With the housing alone, a traffic signal is not recommended. Supervisor Seeley added that it will be very difficult to do a rezone for the Quicklee’s matter without knowing if a traffic light will be required. Mr. Greisburger feels a light at that location would help the housing project as well. Supervisor Seeley stated that this Public Hearing will remain OPEN. REGULAR TOWN BOARD MEETING SEPTEMBER 15, 2020 144 Public Hearing Public Input: No one came forward to speak for or against the matter. The Public Hearing will remain OPEN. 9A2020-19 RESOLUTION CALLING FOR A PUBLIC HEARING IN ACCORDANCE WITH SECTION 202-b OF THE TOWN LAW TO CONSIDER AUTHORIZING PUMP STATION UPGRADES WITHIN THE TOWN OF IRONDEQUOIT’S CONSOLIDATED SEWER DISTRICT On a motion made by Councilmember Perticone, seconded by Councilmember Wehner, a resolution was adopted calling for a Public Hearing on this matter to be held on October 20, 2020 at 7:37 PM. Supervisor Seeley explained that a detailed Capital Improvement Plan has been prepared and this resolution would call a Public Hearing on the matter of replacing the Fox Hall Pump Station. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-250 9A2020-20 RESOLUTION CALLING FOR A PUBLIC HEARING IN ACCORDANCE WITH SECTION 202-b OF THE TOWN LAW TO CONSIDER AUTHORIZING IMPROVEMENTS TO THE TOWN OF IRONDEQUOIT’S CONSOLIDATED SEWER DISTRICT On a motion made by Councilmember Perticone, seconded by Councilmember Freeman, a resolution was adopted calling for a Public Hearing on this matter to be held on October 20, 2020 at 7:38 PM. Supervisor Seeley explained that this resolution would approve the spending of $500,000 on improvements to the Consolidated Sewer District for various projects throughout the Town.. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-251 9A2020-21 RESOLUTION CALLING FOR A PUBLIC HEARING TO CONSIDER AUTHORIZING FINANCING FOR THE REPLACEMENT OF THE WATER MAIN ALONG SENECA ROAD On a motion made by Councilmember Freeman, seconded by Councilmember Wehner, a resolution was adopted calling for a Public Hearing on this matter to be held on October 20, 2020 at 7:39 PM. Supervisor Seeley explained that this resolution would approve the financing of $500,000, executed by the Sea Breeze Water District. The financing would be facilitated by the Town and the debt service would be apportioned to the residents within the Sea Breeze Water District. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-252 9A2020-22 RESOLUTION CALLING FOR A PUBLIC HEARING IN ACCORDANCE WITH SECTION 202-b OF THE TOWN LAW TO CONSIDER AUTHORIZING DRAINAGE IMPROVEMENTS WITHIN THE TOWN OF IRONDEQUOIT’S TOWN- WIDE DRAINAGE DISTRICT On a motion made by Councilmember Romeo, seconded by Councilmember Perticone, a resolution was adopted calling for a Public Hearing on this matter to be held on October 20, 2020 at 7:40 PM. Supervisor Seeley explained that this resolution would authorize the financing of $500,000 for improvements to the Town-wide Drainage District. REGULAR TOWN BOARD MEETING SEPTEMBER 15, 2020 145 UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-253 On a motion made by Supervisor Seeley, seconded by Councilmember Romeo, a Local Law was introduced amending Chapter 175, Article II, of the Irondequoit Town Code pertaining to the Retention and Disposition of records. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED 9A2020-23 RESOLUTION CALLING OF A PUBLIC HEARING CONCERNING THE ADOPTION OF A LOCAL LAW CONCERNING THE RETENTION AND DISPOSITION OF RECORDS On a motion made by Councilmember Romeo, seconded by Councilmember Freeman, a resolution was adopted calling for a Public Hearing on this matter to be held on October 20, 2020 at 7:41 PM. Supervisor Seeley explained that the current Town schedule for retention and disposition of records is governed by local law adopted in February of 1989. As this matter was adopted in the Town of Irondequoit by local law, it has to be amended by local law. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-254 On a motion made by Councilmember Romeo, seconded by Councilmember Perticone, pursuant to Public Officers Law § 105, an Executive Session was called at 9:01 p.m. to discuss the employment of a particular individual. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED EXECUTIVE SESSION On a motion made by Councilmember Perticone, seconded by Councilmember Freeman, the Executive Session was adjourned at 9:46 p.m. and the Regular Town Board Meeting was reconvened. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Next Board Meetings are: Tuesday, October 13, 2020 Workshop Meeting @ 4 PM Tuesday, October 20, 2020 Regular Town Board Meeting @ 7 PM On a motion made by Councilmember Romeo, seconded by Councilmember Freeman, the Regular Town Board Meeting was adjourned at 9:47 p.m. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Respectfully submitted, Barbara J. Genier SPECIAL TOWN BOARD MEETING OCTOBER 8, 2020 146 PRESENT: David Seeley Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town This meeting, held via Zoom, was called to order, Pledge was said, and Roll Call taken by Town Clerk Genier at 4:00 p.m. Supervisor Seeley explained that this Special Town Board Meeting was called due to the timing for the Town to move forward on the issue of the Community Choice Aggregation Program, created by Local Law #8 of 2018. The energy market is good at this time, and the offer will expire quickly. It is at the best rate possible in order to lower energy costs for Town residents. Supervisor Seeley briefly summarized the events leading up to this point. Following creation of the CCA Program in 2018, Joule Assets, Inc. was selected as Program Administrator for the Town in 2019. In March of 2020, the Town, Joule and Roctricity LLC entered into a CCA Agreement whereby Joule agreed to pre-qualify prospective energy suppliers to provide Town residents with 100% renewable energy at a net savings compared to the 12-month historic average of the Rochester Gas & Electric residential rate for electricity charged to residential customers. Joule worked to secure suppliers to provide electricity on a 100% renewable basis and provide savings to residents, but the market conditions were not good and Joule did not receive fully responsive and compliant quotes from potential suppliers. In October of this year, Joule did receive quotes from several potential suppliers which came near to providing a net savings for Town residents. The Town wishes to amend the CCA Agreement and the Electricity Supply Agreement to allow Joule to pre-qualify prospective suppliers. Supervisor Seeley feels the Town must move forward and set an example for other communities. The work to be done now is to educate the residents on this issue and let them know that they can opt out of this Program if they wish. The goal of the Program is to lower energy costs for Town residents. ITEM FOR BOARD ACTION 10STB2020-1 Resolution Authorizing Amendments to Community Choice Aggregation Agreements On a motion made by Councilmember Romeo, seconded by Councilmember Freeman, a resolution was adopted authorizing the Supervisor to execute the Amended and Restated Community Choice Aggregation Agreement approved by the Town Attorney, and authorize Joule, as Program Manager, to issue a Supply RFP with bids to be evaluated based on compliance with the specifications of the Supply RFP and the Supplier’s acceptance of all material terms of the revised Electricity Supply Agreement approved by the Town Attorney. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Resolution Number 2020-255 SPECIAL TOWN BOARD MEETING OCTOBER 8, 2020 147 The next Board meetings are: Tuesday, October 13, 2020 Workshop Meeting @ 4 PM Tuesday, October 20, 2020 Regular Town Board Meeting @ 7 PM On a motion made by Councilmember Perticone, seconded by Councilmember Wehner, the Special Town Board Meeting was adjourned at 4:08 p.m. UPON VOTING MOTION WAS UNANIMOUSLY APPROVED Respectfully submitted, Barbara Genier, Town Clerk Resolution No. 2020 ________ EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION PURSUANT TO THE STATE ENVIRONMENTAL QUALITY REVIEW ACT WITH RESPECT TO THE PROPOSED AMENDMENT OF A FRANCHISE AGREEMENT WITH VERIZON WIRELESS TO OPERATE WITHIN VARIOUS TOWN OF IRONDEQUOIT RIGHTS OF WAYS At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th day of October 2020, at 7:00 P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member _____________ offered the following resolution and moved its adoption: WHEREAS, the Town desires to enter into an amended agreement pursuant to Town Law §64(7) to allow Verizon Wireless to install an increased number of small cell wireless facilities in various Town of Irondequoit Rights Of Ways (the “Project”); and WHEREAS, the Project is an Unlisted Action under the State Environmental Review Act (“SEQRA”); and WHEREAS, the Town Board has considered the Short Environmental Assessment Form (“EAF”) dated October 1, 2020 attached hereto and made a part hereof and has analyzed the potential environmental impacts of the Project pursuant to the requirements of SEQRA and found that the proposed action will not result in any significant adverse environmental impacts; and NOW, THEREFORE, BE IT RESOLVED, that the Town Board adopts the Negative Declaration attached hereto and made a part hereof for the installation of small cell wireless facilities in various Town of Irondequoit Rights of Ways. AND, BE IT FURTHER RESOLVED, that the Town Supervisor shall file the Negative Declaration along with this Resolution with the Town Clerk and all involved agencies, forward these documents to any person who requests a copy, and maintain the EAF and Negative Declaration in a file regularly accessible to the public. This resolution shall take effect immediately upon its adoption. Seconded by the Town Board Member and duly put to vote, which resulted as follows: Town Board Member Wehner voting________________ Town Board Member Perticone voting_________________ Town Board Member Freeman voting_________________ Town Board Member Romeo voting_________________ Town Supervisor Seeley voting_________________ Short Environmental Assessment Form Part 1 - Project Information Instructions for Completing Part 1 — Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1 — Project and Sponsor Information Town of Irondequoit Name of Action or Project: Revision to the Verizon Wireless Franchise Agreement for Use of Town Rights of Ways Project Location (describe, and attach a location map): Various Rights of Ways throughout the Town of Irondequoit Brief Description of Proposed Action: Verizon Wireless seeks to install an undetermined number of small cell communication devises and their supporting infrastructure within Town rights of Way. Verizon Wireless seeks to modify their existing franchise agreement to allow an undefined number of small cells to be installed within Town Rights Of Ways. Name of Applicant or Sponsor: Town of Irondequoit, Robert W. Kiley Telephone: 585-336-6033 E -Mail: rkiley@irondequoit.org Address: 1280 Titus Ave City/PO: Rochester State: NY Zip Code: 14617 1. Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, ' administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no, continue to question 2. NO YES ✓ 2. Does the proposed action require a permit, approval or funding from any other government Agency? If Yes, list agency(s) name and permit or approval: NO YES 3. a. Total acreage of the site of the proposed action? 0 acres b. Total acreage to be physically disturbed? 0 acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? 0 acres 4. Check all land uses that occur on, are adjoining or near the proposed action: Urban ❑ Rural (non -agriculture) ❑ Industrial ❑ Commercial ■ Residential (suburban) Municipal ROW ❑ Forest ❑ Agriculture ❑ Aquatic Fl Other(Specify): ❑ Parkland Page 1 of 3 SEAF 2019 5. Is the proposed action, a. A permitted use under the zoning regulations? b. Consistent with the adopted comprehensive plan? NO YES N/A . ✓ ❑ ❑ j� INOI i 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? YES ❑ ✓ 7. Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? If Yes, identify: NO YES vi 8. a. Will the proposed action result in a substantial increase in traffic above present levels? b. Are public transportation services available at or near the site of the proposed action? c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed action? NO YES ✓ ❑ ✓ 1 9. Does the proposed action meet or exceed the state energy code requirements? If the proposed action will exceed requirements, describe design features and technologies: NO YES 10. Will the proposed action connect to an existing public/private water supply? If No, describe method for providing potable water: NO YES • 11. Will the proposed action connect to existing wastewater utilities? If No, describe method for providing wastewater treatment: NO YES El II 12. a. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district which is listed on the National or State Register of Historic Places, or that has been determined by the Commissioner of the NYS Office of Parks, Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b. Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory? NO YES ✓ ❑ ❑ 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain wetlands or other waterbodies regulated by a federal, state or local agency? El b. Would the proposed action physically alter, or encroach into, any existing wetland or waterbody? If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: NO YES ❑ lif ❑ Page 2 of 3 14. Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply ■ Shoreline ❑ Forest ❑ Agricultural/grasslands ■ Early mid -successional ■ Wetland PI Urban PI Suburban 15. Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or Federal government as threatened or endangered? NO YES ✓ 16. Is the project site located in the 100 -year flood plan? NO YES fl ❑ 17. Will the proposed action create storm water discharge, either from point or non -point sources? If Yes, a. Will storm water discharges flow to adjacent properties? b. Will storm water discharges be directed to established conveyance systems (runoff and storm drains)? If Yes, briefly describe: NO YES I ❑ ✓ ❑ 1 ❑ 18. Does the proposed action include construction or other activities that would result in the impoundment of water or other liquids (e.g., retention pond, waste lagoon, dam)? If Yes, explain the purpose and size of the impoundment: NO YES 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste management facility? If Yes, describe: NO YES ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or completed) for hazardous waste? If Yes, describe: NO YES LI ✓ I CERTIFY Ti# FORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST MY KNOW DGE Applicantlsp na Robert W. Kiley Date: 10-1-2020 OF Signature: ; Title: Commissioner of Public Works PRINT FORM Page 3 of 3 Agency Use Only elf applicable' Project: Date: Short Environmental Assessment Form Part 2 - Impact Assessment Part 2 is to be completed by the Lead Agency. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept "Have my responses been reasonable considering the scale and context of the proposed action?" No, or small impact may occur Moderate to large impact may occur I. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 151 ❑ 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? . 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area (CEA)? ri ✓ 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit, biking or walkway? r� I V I 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? n l� l 7. Will the proposed action impact existing: a. public / private water supplies? b. public / private wastewater treatment utilities? ❑ If ❑ 8. Will the proposed action impair the character or quality of important historic, archaeological, architectural or aesthetic resources? © ❑ 9. Will the proposed action result in an adverse change to natural resources (e.g., wetlands, waterbodies, groundwater, air quality, flora and fauna)? 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? i 1 1. Will the proposed action create a hazard to environmental resources or human health? I ❑ PRINT FORM Page 1 of 2 SEAF 2019 agent• Use Only [If applicable) Project: Date: Short Environmental Assessment Form Part 3 Determination of Significance For every question in Part 2 that was answered "moderate to large impact may occur", or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact, please complete Part 3. Part 3 should, in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting, probability of occurring, duration, irreversibility, geographic scope and magnitude. Also consider the potential for short- term, long-term and cumulative impacts. The proposed action will execute a revision to the franchise agreement allowing Verizon Wireless the right to install an undetermined number telecommunication devises within Town Rights of Way. This franchise agreement will also continue to allow the Verizon Wireless the ability to install the supporting infrastructure for 5G network within Town Rights of Way. Verizon will continue to occupy certain sections of the Right Of Way as defined by the Town through the existing permitting process for the installation of telecommunication devices and the supporting infrastructure. Disturbances will occur within the Town Rights of Way as defined and permitted through the 199 Highway Work Permit. All measures for the protection of underground utilities will be taken, proper erosion and sediment controls if necessary will be employed, and all earthen disturbances will be stabilized. For SEQRA purposes this is an unlisted action resulting in no adverse impacts to the environment. As such, a negative declaration should be filed. I fl Check this box if you have determined, based on the information and analysis above, and any supporting documentation, P that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. HCheck this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Irondequoit 10-1-2020 Name of Lead Agency Date David Seeley Town Supervisor Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Robert W. Kiley, Commissioner DPW Signature of Responsible Officer in Lead Agency Signature of Preparer (if different from Responsible Officer) PRINT FORM Page 2 of 2 Resolution No. 2020- _______ EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD AUTHORIZING THE SUPERVISOR TO EXECUTE AN AMENDMENT TO A FRANCHISE AGREEMENT WITH VERIZON WIRELESS TO OPERATE WITHIN TOWN RIGHTS OF WAY At a regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th day of October 2020, at 7:00 p.m. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member ________ offered the following resolution and moved its adoption: WHEREAS, Pursuant to Town Board resolution 2019-142, the town entered into an agreement with Verizon Wireless to install small cell wireless facilities in various Town of Irondequoit Rights of Ways; and WHEREAS, The Town of Irondequoit finds that the agreement needs to be amended; and WHEREAS, pursuant to Town Law § 64(7), no such franchise, permission, or consent may be granted without a public hearing, and WHEREAS, the Town Board of the Town of Irondequoit at a Regular Meeting on September 15, 2020 called for a public hearing to be held on October 20, 2020 at 7:36pm, and all interested parties who wished to speak were heard on that date; and WHEREAS, the Town Board finds that (i) notice of the public hearing was published and posted as required by law, and is otherwise sufficient; and (ii) that such approval is in the public interest, and WHEREAS, the Town Board issued a Negative Declaration pursuant to the State Environmental Quality Review for the proposed amendment to the franchise agreement with Verizon Wireless to operate within Town Rights of Ways in Resolution 2020- _____. NOW THEREFORE, BE IT RESOLVED, that the Town Board hereby authorizes the Supervisor to execute an amendment to the franchise agreement with Verizon Wireless to permit the installation of small cell wireless facilities in various Town of Irondequoit Rights of Ways in substantially for form annexed hereto. This resolution shall take effect immediately upon its adoption. Seconded by Town Board Member ___________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting_________________ Town Board Member Perticone voting_________________ Town Board Member Romeo voting_________________ Town Board Member Freeman voting_________________ Town Supervisor Seeley voting_________________ 1 AMENDMENT 1 TO THE RIGHTS-OF-WAY AND POLE ATTACHMENT AGREEMENT THIS FIRST AMENDMENT TO THE RIGHTS-OF-WAY and POLE ATTACHMENT AGREEMENT ("Amendment") is entered into this ____ day of _________, 20___ (the “First Amendment Effective Date”) by and between the Town of Irondequoit, New York ("Town"), and Bell Atlantic Mobile Systems of Allentown, Inc. d/b/a Verizon Wireless ("Verizon Wireless"). Licensor and Licensee are at times collectively referred to hereinafter as the "Parties" or individually as the "Party." Whereas, the Parties previously entered into the Rights-Of-Way and Pole Attachment Agreement (the “Agreement”) Whereas, the Parties hereby wish to amend those terms as follows: 1. Section 1 of the Agreement is deleted in its entirety and replaced with the following: Verizon Wireless’s non-exclusive use of the Rights-of-Way is limited to the installation, maintenance, operation, repair, modification, replacement, and/or removal from time to time Small Cell or Micro -Cell Wireless Telecommunications Facilities, as that term is defined in Irondequoit Town Code § 235-125 (individually a “Facility,” and together the “Facilities”). In no event shall a single Facility be attached to or otherwise include more than one (1) pole or similar structure. 2. Section 3 of the Agreement is deleted in its entirety and replaced with the following: Verizon Wireless shall pay to the Town an annual fee in the am ount of $270.00 for each Facility installed in the Rights-of-Way. Verizon Wireless’s obligation to pay this annual fee will commence for each Facility ninety (90) days after Verizon Wireless has been notified by the Town that an application is fully approved (the “Commencement Date”). Subsequent annual recurring fees shall be paid in advance by January 1st of each year until the Facility is removed in accordance with this Agreement or this Agreement is otherwise terminated as further provided herein. In the event that the Commencement Date falls after September 30 in any year, the second annual fee shall not be due before the first annual fee and Verizon Wireless may pay both the first and second annual fees within 90 days of the Commencement Date. Annual fees shall be made payable in the form of an electronic funds transfer, subject to the Town’s approval and necessary bank routing instructions, or check to the Town. Town shall provide Verizon Wireless with a completed, current Internal Revenue 2 Service Form W-9 and state and local withholding forms if required. All annual fees paid prior to the expiration or earlier termination of this Agreement or removal of the applicable Facility by Verizon Wireless shall be retained by the Town. 3. The following is added to the Agreement as Section 22: The Parties agree that the Commencement Date for the 69 permits described in the Exhibit A to this First Amendment will be the date of the First Amendment Effective Date and that the initial annual fee will be due within 90 days of the First Amendment Effective Date. 4. This Amendment may be executed in counterparts. A scanned or electronic copy shall have the same legal effect as an original signed version. The Parties represent and warrant that the individuals executing this Amendment are duly authorized. [Remainder of page intentionally left blank; signature page to follow.] 3 IN WITNESS WHEREOF, the Parties have executed, or caused their respective duly authorized representatives to execute, this Agreement as of the day and year listed below. Town of Irondequoit BY: Name: __________________________ Title: ___________________________ Date: ________ Bell Atlantic Mobile Systems LLC d/b/a Verizon WirelessVerizon Wireless BY: Name: __________________________ Title: ___________________________ Date: ________ 4 Exhibit A Site Name Landlord Site Identifier (List on Permit or Agreement #) NYMONRIRON_PortlandPkwy_02 - A 2020-SC47 NYMONRIRON_PortlandPkwy_03 - A 2020-061 NYMONRIRON_PortlandPkwy_04 - A 2020-SC42 NYMONRIRON_NorranDr_01 - A 2020-SC45 NYMONRIRON_NorranDr_02 - A 2020-SC46 NYMONRIRON_DixSt_01 - A 2020-062 NYMONRIRON_DixSt_03 - A 2020-065 NYMONRIRON_Strathmore_01 - A 2020-SC33 NYMONRIRON_Strathmore_02 - A 2020-SC35 NYMONRIRON_FleetwoodDr_01 - A 2020-064 NYMONRIRON_FleetwoodDr_03 - A 2020-SC43 NYMONRIRON_FleetwoodDr_04 - A 2020-SC51 NYMONRIRON_FleetwoodDr_06 - A 2020-SC44 NYMONRIRON_FleetwoodDr_07 - A 2020-SC72 NYMONRIRON_SeymourRd_01 - A 2020-SC41 NYMONRIRON_SeymourRd_02 - A 2020-SC22 NYMONRIRON_SeymourRd_03 - A 2020-SC38 NYMONRIRON_SeymourRd_04 - A 2020-SC49 NYMONRIRON_SeymourRd_05 - A 2020-SC50 NYMONRIRON_HurstborneWest_02 - A 2020-SC24 NYMONRIRON_HurstborneWest_04 - A 2020-SC73 NYMONRIRON_Brockley_01 - A 2020-SC23 NYMONRIRON_Brockley_02 - A 2020-SC30 NYMONRIRON_HurstborneEast_01 - A 2020-SC21 NYMONRIRON_HurstborneEast_02 - A 2020-27 NYMONRIRON_Brockley_03 - A 2020-SC25 NYMONRIRON_YorkshireRd_01 - A 2020-SC29 NYMONRIRON_SmylesDr_05 - A 2020-SC26 NYMONRIRON_SmylesDr_04 - A 2020-SC28 NYMONRIRON_SmylesDr_03 - A 2020-SC31 NYMONRIRON_SmylesDr_02 - A 2020-SC32 NYMONRIRON_SmylesDr_01 - A 2020-SC48 NYMONRIRON_ViewCrestDr_05 - A 2020-SC40 NYMONRIRON_ViewCrestDr_02 - A 2020-SC37 NYMONRIRON_ViewCrestDr_01 - A 2020-SC36 NYMONRIRON_CashmereCt_03 - A 2020-068 NYMONRIRON_CashmereCt_02 - A 2020-067 NYMONRIRON_CarlsamDr_04 - A 2020-070 NYMONRIRON_CarlsamDr_02 - A 2020-069 NYMONRIRON_VintonRd_03 - A 2020-060 NYMONRIRON_VintonRd_02 - A 2019-SC19 NYMONRIRON_RansfordAve_08 - A 2020-058 5 NYMONRIRON_RansfordAve_06 - A 2019-SC18 NYMONRIRON_RansfordAve_05 - A 2020-053 NYMONRIRON_RansfordAve_04 - A 2019-SC17 NYMONRIRON_RansfordAve_03 - A 2020-055 NYMONRIRON_RansfordAve_02 - A 2019-SC07 NYMONRIRON_RansfordAve_01 - A 2020-056 NYMONRIRON_WinfieldRd_05 - A 2019-SC15 NYMONRIRON_WinfieldRd_02 - A 2020-059 NYMONRIRON_BrandonRd_07 - A 2019-SC11 NYMONRIRON_LakeBreeze_06 - A 2019-266 NYMONRIRON_LakeBreeze_05 - A 2019-267 NYMONRIRON_LakeBreeze_04 - A 2019-268 NYMONRIRON_LakeBreeze_03 - A 2019-264 NYMONRIRON_LakeBreeze_02 - A 2019-265 NYMONRIRON_BrandonRd_05 - A 2019-SC16 NYMONRIRON_BrandonRd_04 - A 2019-SC10 NYMONRIRON_BrandonRd_03 - A 2020-SC39 NYMONRIRON_BrandonRd_02 - A 2019-SC20 NYMONRIRON_BrandonRd_01 - A 2019-SC09 NYMONRIRON_GarfordRd_03 - A 2019-SC12 NYMONRIRON_VintonRd_08 - A 2020-057 NYMONRIRON_VintonRd_07 - A 2020-054 NYMONRIRON_VintonRd_06 - A 2019-SC08 NYMONRIRON_VintonRd_04 - A 2019-SC06 NYMONRIRON_CashmereCt_01 - B 2020-066 NYMONRIRON_DixSt_02 - B 2020-063 NYMONRIRON_PortlandPkwy_01 - B 2020-SC34 1 202-b Resolution RESOLUTION OF THE TOWN BOARD OF THE TOWN OF IRONDEQUOIT, MONROE COUNTY, NEW YORK (THE “TOWN”) PURSUANT TO SECTION 202-b OF THE TOWN LAW DETERMINING THAT IT IS IN THE PUBLIC INTEREST TO UNDERTAKE CERTAIN IMPROVEMENTS TO THE TOWN’S CONSOLIDATED SEWER DISTRICT At a regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York, held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th day of October, 2020 at 7:00 P.M. local time, there were PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member ______________________________________ offered the following resolution and moved its adoption: WHEREAS, the Town Board of the Town of Irondequoit, Monroe County, New York (the “Issuer” or the “Town”) is considering authorizing certain improvements to the Town of Irondequoit Consolidated Sewer District (the “District”) consisting of the reconstruction and/or replacement of sanitary sewer mains and laterals throughout the Town (collectively, the “Project”); and WHEREAS, the Town’s engineers have estimated that the maximum cost of undertaking the Project is $500,000; and WHEREAS, by resolution adopted on September 15, 2020, at a regular meeting of the Town Board held on such date, the Town Board directed that a public hearing be held on whether to authorize the Project, and to hear all persons interested in the subject thereof concerning the same on October 20, 2020 at 7:38 p.m. at the Town of Irondequoit Town Hall, 1280 Titus Avenue, Rochester, New York 14617; and WHEREAS, notice of said public hearing certified by the Town Clerk was duly published and posted as required by law, to wit: a duly certified copy thereof was published in The Post, the official newspaper of the Town, on October 1, 2020 and a copy of such notice was posted on October 1, 2020 on the signboard maintained by the Town Clerk, and on the Town’s website, pursuant to Town Law Section 193; and 2 202-b Resolution WHEREAS, said public hearing was duly held at the time and place set forth in said notice, at which all persons desiring to be heard were duly heard; and NOW THEREFORE, THE TOWN BOARD OF THE TOWN OF IRONDEQUOIT, MONROE COUNTY, NEW YORK HEREBY RESOLVES, AS FOLLOWS: SECTION 1. It is hereby determined that the Project constitutes a “Type II” action under the New York State Environmental Quality Review Act and the regulations promulgated thereunder (6 NYCRR Part 617.5(c)(1)) (collectively, “SEQRA”) and therefore no further action need be taken by the Town Board under SEQRA as a pre-condition to the adoption of this resolution. SECTION 2. Based upon the evidence given at the aforesaid public hearing, it is hereby found and determined that it is in the public interest to undertake the Project as hereinabove described at the estimated maximum cost of $500,000. The Town is hereby authorized on behalf of the District to undertake the Project at such estimated maximum cost. SECTION 3. The Town Clerk is hereby authorized and directed to cause a certified copy of this resolution to be duly recorded in the office of the Clerk of Monroe County, New York within ten (10) days after the adoption hereof, in accordance with Section 195 of the Town Law. SECTION 4. This resolution shall take effect immediately. The following vote was taken and recorded in public or open session Town Board Member Wehner voting ___________________ Town Board Member Perticone voting ___________________ Town Board Member Romeo voting ___________________ Town Board Member Freeman voting ___________________ Town Supervisor Seeley voting ___________________ Certification Page STATE OF NEW YORK ) COUNTY OF MONROE ) ss.: I, the undersigned Town Clerk of the Town of Irondequoit, Monroe County, New York (the “Town”), DO HEREBY CERTIFY as follows: 1. I am the duly qualified and acting Town Clerk of the Town and the custodian of the records of the Town, including the minutes of the proceedings of the Town Board of the Town of Irondequoit (the “Town Board”), and am duly authorized to execute this certificate. 2. A regular meeting of the Town Board of the Town was held on October 20, 2020, and attached hereto is a true and correct copy of a resolution duly adopted at such meeting and entitled: RESOLUTION OF THE TOWN BOARD OF THE TOWN OF IRONDEQUOIT, MONROE COUNTY, NEW YORK (THE “TOWN”) PURSUANT TO SECTION 202-b OF THE TOWN LAW DETERMINING THAT IT IS IN THE PUBLIC INTEREST TO UNDERTAKE CERTAIN IMPROVEMENTS TO THE TOWN’S CONSOLIDATED SEWER DISTRICT 3. That said meeting was duly convened and held and that said resolution was duly adopted in all respects in accordance with the law and regulations of the Town. To the extent required by law or said regulations, due and proper notice of said meeting was given, and that all members of said Board had due notice of said Meeting and voted in the proper manner for the adoption of the resolution. All other requirements and proceedings under the law, said regulations, or otherwise, incident to said meeting and the adoption of the resolution, including the publication, if required by law, have been duly fulfilled, carried out and otherwise observed. 4. The seal appearing below constitutes the official seal of the Town and was duly affixed by the undersigned at the time this certificate was signed. IN WITNESS WHEREOF, I have hereunto set my hand and have hereunto affixed the corporate seal of the Town of Irondequoit this 20th day of October, 2020. TOWN OF IRONDEQUOIT By: Barbara Genier, Town Clerk [SEAL] Bond Resolution BOND RESOLUTION OF THE TOWN BOARD OF THE TOWN OF IRONDEQUOIT, MONROE COUNTY, NEW YORK (THE “TOWN”), AUTHORIZING THE ISSUANCE OF UP TO $500,000 IN SERIAL BONDS OF THE TOWN TO UNDERTAKE CERTAIN IMPROVEMENTS TO THE TOWN’S CONSOLIDATED SEWER DISTRICT At a regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York, held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th day of October, 2020 at 7:00 P.M. local time, there were PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member ______________________________________ offered the following resolution and moved its adoption: WHEREAS, the Town Board of the Town of Irondequoit, Monroe County, New York (the “Issuer” or the “Town”) is considering undertaking certain improvements to the Town of Irondequoit Consolidated Sewer District (the “District”) consisting of the reconstruction and/or replacement of sanitary sewer mains and laterals throughout the Town (collectively, the “Project”); and WHEREAS, by resolution adopted October 20, 2020, immediately prior to the adoption of this resolution (i) the Town Board determined that the Project constitutes a “Type II” action under the New York State Environmental Quality Review Act and the regulations promulgated thereunder (6 NYCRR Part 617.5(c)(1)) (collectively, “SEQRA”) and therefore no further action need be taken by the Town Board under SEQRA as a pre-condition to the adoption of this resolution, and (ii) in accordance with Section 202-b of the Town Law of the State of New York, the Town Board determined it to be in the public interest to undertake the Project at an estimated maximum cost of $500,000; and WHEREAS, the Town Board now wishes to appropriate funds for the Project and to authorize the issuance of the Town’s serial bonds or bond anticipation notes to finance said appropriation. NOW, THEREFORE, THE TOWN BOARD OF THE TOWN OF IRONDEQUOIT, MONROE COUNTY, NEW YORK HEREBY RESOLVES (by the affirmative vote of not less than two-thirds of all the members of such body), AS FOLLOWS: 2 Bond Resolution SECTION 1. The Town is hereby authorized to undertake the Project as hereinabove described and issue up to $500,000 principal amount of serial bonds (including, without limitation, statutory installment bonds), or bond anticipation notes in anticipation of such bonds pursuant to the provisions of the Local Finance Law of the State of New York, constituting Chapter 33-a of the Consolidated Laws of the State of New York (the “Law”) to finance the estimated cost of the Project. SECTION 2. It is hereby determined that the maximum estimated cost of the aforementioned specific object or purpose is $500,000, said amount is hereby appropriated therefor and the plan for the financing thereof shall consist of the issuance of the $500,000 in serial bonds of the Town authorized to be issued pursuant to Section 1 of this resolution, or bond anticipation notes issued in anticipation thereof, and the levy and collection of taxes on all the taxable real property in the Town to pay the principal of said bonds and the interest thereon as the same shall become due and payable. SECTION 3. It is hereby determined that the period of probable usefulness for the aforementioned specific object or purpose is thirty (30) years, pursuant to subdivision 4. of paragraph a. of Section 11.00 of the Law. SECTION 4. The final maturity of the bonds herein authorized to be issued pursuant to Section 1 of this resolution shall be in excess of five (5) years measured from the date of issuance of the first serial bond or bond anticipation note issued. SECTION 5. The temporary use of available funds of the Town, not immediately required for the purpose or purposes for which the same were borrowed, raised or otherwise created, is hereby authorized pursuant to Section 165.10 of the Law, for the capital purposes described in this resolution. The Town shall reimburse such expenditures with the proceeds of the bonds or bond anticipation notes authorized by Section 1 of this resolution. This resolution shall constitute a declaration of “official intent” to reimburse the expenditures authorized by Section 1 hereof with the proceeds of the bonds and bond anticipation notes authorized herein, as required by United States Treasury Regulations Section 1.150-2. SECTION 6. Each of the serial bonds authorized by this resolution and any bond anticipation notes issued in anticipation of said bonds shall contain the recital of validity prescribed by Section 52.00 of the Law and said serial bonds and any bond anticipation notes issued in anticipation of said bonds shall be general obligations of the Town, payable as to both principal and interest by a general tax upon all the real property within the Town without legal or constitutional limitation as to rate or amount. The faith and credit of the Town are hereby irrevocably pledged to the punctual payment of the principal and interest on said serial bonds and bond anticipation notes and provisions shall be made annually in the budget of the Town by appropriation for (a) the amortization and redemption of the bonds and bond anticipation notes to mature in such year and (b) the payment of interest to be due and payable in such year. SECTION 7. Subject to the provisions of this resolution and of the Law, pursuant to the provisions of Section 30.00 relative to the authorization of the issuance of bond anticipation notes or the renewals of said obligations and of Section 21.00, Section 50.00, Section 54.90, 3 Bond Resolution Sections 56.00 through 60.00 and Sections 62.10 and 63.00 of the Law, the powers and duties of the Town Board relative to authorizing serial bonds and bond anticipation notes and prescribing terms, form and contents as to the sale and issuance of bonds herein authorized, including without limitation the determination of whether to issue bonds having substantially level or declining debt service and all matters relating thereto, and of any bond anticipation notes issued in anticipation of said bonds, and the renewals of said bond anticipation notes, are hereby delegated to the Supervisor of the Town, the chief fiscal officer of the Town (the “Supervisor”). Further, in connection with bonds and bond anticipation notes issued under the authority of Section 1 hereof, the power to contract with and issue bonds and bond anticipation notes to the New York State Environmental Facilities Corporation pursuant to Section 169.00 of the Law and to approve the terms, form and content of such bonds and bond anticipation notes, consistent with the provisions of the Law, is hereby delegated to the Supervisor. Further, pursuant to subdivision b. of Section 11.00 of the Law, in the event that bonds to be issued for the object or purpose authorized by this resolution are combined for sale, pursuant to subdivision c. of Section 57.00 of the Law, with bonds to be issued for one or more objects or purposes authorized by other resolutions of this Town Board, then the power of the Town Board to determine the “weighted average period of probable usefulness” (within the meaning of subdivision a. of Section 11.00 of the Law) for such combined objects or purposes is hereby del egated to the Supervisor, as the chief fiscal officer of the Town. SECTION 8. The Supervisor is hereby further authorized, at his sole discretion, to execute a project financing and loan agreement, and any other agreements with the New York State Department of Environmental Conservation and/or the New York State Environmental Facilities Corporation, including amendments thereto, and including any instruments (or amendments thereto) in the effectuation thereof, in order to effect the financing or refinan cing of the specific object or purpose described in Section 1 hereof, or a portion thereof, by a serial bond, and, or a bond anticipation note issue in the event of the sale of same to the New York State Environmental Facilities Corporation. SECTION 9. The Supervisor of the Town is hereby further authorized to take such actions and execute such documents as may be necessary to ensure the continued status of the interest on the bonds authorized by this resolution and any notes issued in anticipation thereof, as excludable from gross income for federal income tax purposes pursuant to Section 103 of the Internal Revenue Code of 1986, as amended (the “Code”) and to designate the bonds authorized by this resolution and any notes issued in anticipating thereof, if applicable, as “qualified tax- exempt obligations” in accordance with Section 265(b)(3)(B)(i) of the Code. SECTION 10. The Supervisor is further authorized to enter into continuing disclosure undertakings with or for the benefit of the initial purchaser of the bonds or notes in compliance with the provisions of Rule 15c2-12, promulgated by the Securities and Exchange Commission pursuant to the Securities Exchange Act of 1934. SECTION 11. The intent of this resolution is to give the Supervisor sufficient authority to execute those applications, agreements and instruments, or to do any similar acts necessary to effect the issuance of the aforesaid serial bonds or bond anticipation notes without resorting to further action of this Town Board. 4 Bond Resolution SECTION 12. The validity of the bonds authorized by this resolution and of any bond anticipation notes issued in anticipation of said bonds may be contested only if: (a) such obligations are authorized for an object or purpose for which the Town is not authorized to expend money; or (b) the provisions of law which should be complied with at the date of the publication of such resolution are not substantially complied with, and an action, suit or proceeding contesting such validity is commenced within twenty (20) days after the date of such publication; or (c) such obligations are authorized in violation of the provisions of the Constitution. SECTION 13. This resolution shall take effect immediately and the Town Clerk is hereby authorized and directed to cause a copy of this resolution, or a summary thereof, to be published in full, together with a notice attached in substantially the form as prescribed in Section 81.00 of the Law, in the official newspaper(s) of the Town for such purpose. The following vote was taken and recorded in public or open session Town Board Member Wehner voting ___________________ Town Board Member Perticone voting ___________________ Town Board Member Romeo voting ___________________ Town Board Member Freeman voting ___________________ Town Supervisor Seeley voting ___________________ Certification Page STATE OF NEW YORK ) COUNTY OF MONROE ) ss.: I, the undersigned Town Clerk of the Town of Irondequoit, Monroe County, New York (the “Town”), DO HEREBY CERTIFY as follows: 1. I am the duly qualified and acting Town Clerk of the Town and the custodian of the records of the Town, including the minutes of the proceedings of the Town Board, and am duly authorized to execute this certificate. 2. A regular meeting of the Town Board of the Town was held on October 20, 2020, and attached hereto is a true and correct copy of a resolution duly adopted at such meeting and entitled: BOND RESOLUTION OF THE TOWN BOARD OF THE TOWN OF IRONDEQUOIT, MONROE COUNTY, NEW YORK (THE “TOWN”), AUTHORIZING THE ISSUANCE OF UP TO $500,000 IN SERIAL BONDS OF THE TOWN TO UNDERTAKE CERTAIN IMPROVEMENTS TO THE TOWN’S CONSOLIDATED SEWER DISTRICT 3. That said meeting was duly convened and held and that said resolution was duly adopted in all respects in accordance with the law and regulations of the Town. To the extent required by law or said regulations, due and proper notice of said meeting was given. A legal quorum of members of the Town Board was present throughout said meeting, and a legally sufficient number of members (2/3’s of the Town Board) voted in the proper manner for the adoption of the resolution. All other requirements and proceedings under the law, said regulations, or otherwise, incident to said meeting and the adoption of the resolution, including the publication, if required by law, have been duly fulfilled, carried out and otherwise observed. 4. Public Notice of the time and place of said Meeting was duly posted and duly given to the public and the news media in accordance with the Open Meetings Law, constituting Chapter 511 of the Laws of 1976 of the State of New York, and that all members of said Town Board had due notice of said Meeting and that the Meeting was in all respects duly held and a quorum was present and acted throughout. 5. The seal appearing below constitutes the official seal of the Town and was duly affixed by the undersigned at the time this certificate was signed. IN WITNESS WHEREOF, I have hereunto set my hand and have hereunto affixed the corporate seal of the Town of Irondequoit as of this 20th day of October, 2020. TOWN OF IRONDEQUOIT [SEAL] By: Barbara Genier, Town Clerk Estoppel Notice ESTOPPEL NOTICE The resolution, a summary of which is published herewith, has been adopted on October 20, 2020 by the Town Board of the Town of Irondequoit, Monroe County, New York. The validity of the obligations authorized by such resolution may be hereafter contested only if such obligations were authorized for an object or purpose for which the Town of Irondequoit, Monroe County, New York is not authorized to expend money or if the provisions of law which should have been complied with as of the date of publication of this notice were not substantially complied with, and an action, suit or proceeding contesting such validity is commenced within twenty (20) days after the date of publication of this notice, or such obligations were authorized in violation of the provisions of the Constitution. Barbara Genier, Town Clerk Town of Irondequoit SUMMARY OF BOND RESOLUTION Set forth below is a summary of said resolution adopted by the Town Board of the Town of Irondequoit on October 20, 2020. 1. The resolution is entitled “BOND RESOLUTION OF THE TOWN BOARD OF THE TOWN OF IRONDEQUOIT, MONROE COUNTY, NEW YORK (THE “TOWN”), AUTHORIZING THE ISSUANCE OF UP TO $500,000 IN SERIAL BONDS OF THE TOWN TO UNDERTAKE CERTAIN IMPROVEMENTS TO THE TOWN’S CONSOLIDATED SEWER DISTRICT”. 2. The specific object or purpose for which the bonds are authorized is the financing of certain improvements to the Town of Irondequoit Consolidated Sewer District consisting of the reconstruction and/or replacement of sanitary sewer mains and laterals throughout the Town (collectively, the “Project”). 3. The period of probable usefulness is 30 years. 4. The amount of obligations authorized to be issued is $500,000. The resolution summarized herein shall be available for public inspection during normal business hours at the offices of the Town Clerk, Town of Irondequoit, Town Hall, 1280 Titus Avenue, Rochester, New York 14617. 1 202-b Resolution RESOLUTION OF THE TOWN BOARD OF THE TOWN OF IRONDEQUOIT, MONROE COUNTY, NEW YORK (THE “TOWN”) PURSUANT TO SECTION 202-b OF THE TOWN LAW DETERMINING THAT IT IS IN THE PUBLIC INTEREST TO UNDERTAKE THE REPLACEMENT OF THE WATER MAIN ALONG SENECA ROAD At a regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York, held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th day of October, 2020 at 7:00 P.M. local time, there were PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member ______________________________________ offered the following resolution and moved its adoption: WHEREAS, the Town Board of the Town of Irondequoit, Monroe County, New York (the “Issuer” or the “Town”) is considering authorizing the replacement of the water main along Seneca Road within the Sea Breeze & Vicinity Water District (“SBWD”), such project to be performed by the SBWD (collectively, the “Project”); and WHEREAS, the Town’s engineers have estimated that the maximum cost of undertaking the Project is $500,000; and WHEREAS, by resolution adopted on September 15, 2020, at a regular meeting of the Town Board held on such date, the Town Board directed that a public hearing be held on whether to authorize the Project, and to hear all persons interested in the subject thereof concerning the same on October 20, 2020 at 7:39 p.m. at the Town of Irondequoit Town Hall, 1280 Titus Avenue, Rochester, New York 14617; and WHEREAS, notice of said public hearing certified by the Town Clerk was duly published and posted as required by law, to wit: a duly certified copy thereof was published in The Post, the official newspaper of the Town, on October 1, 2020 and a copy of such notice was posted on October 1, 2020 on the signboard maintained by the Town Clerk, and on the Town’s website, pursuant to Town Law Section 193; and WHEREAS, said public hearing was duly held at the time and place set forth in said notice, at which all persons desiring to be heard were duly heard; and 2 202-b Resolution NOW THEREFORE, THE TOWN BOARD OF THE TOWN OF IRONDEQUOIT, MONROE COUNTY, NEW YORK HEREBY RESOLVES, AS FOLLOWS: SECTION 1. It is hereby determined that the Project constitutes a “Type II” action under the New York State Environmental Quality Review Act and the regulations promulgated thereunder (6 NYCRR Part 617.5(c)(1)) (collectively, “SEQRA”) and therefore no further action need be taken by the Town Board under SEQRA as a pre-condition to the adoption of this resolution. SECTION 2. Based upon the evidence given at the aforesaid public hearing, it is hereby found and determined that it is in the public interest to undertake the Project as hereinabove described at the estimated maximum cost of $500,000. The Town is hereby authorized on behalf of the District to undertake the Project at such estimated maximum cost. SECTION 3. The Town Clerk is hereby authorized and directed to cause a certified copy of this resolution to be duly recorded in the office of the Clerk of Monroe County, New York within ten (10) days after the adoption hereof, in accordance with Section 195 of the Town Law. SECTION 4. This resolution shall take effect immediately. The following vote was taken and recorded in public or open session Town Board Member Wehner voting ___________________ Town Board Member Perticone voting ___________________ Town Board Member Romeo voting ___________________ Town Board Member Freeman voting ___________________ Town Supervisor Seeley voting ___________________ Dated: October 20, 2020 Certification Page STATE OF NEW YORK ) COUNTY OF MONROE ) ss.: I, the undersigned Town Clerk of the Town of Irondequoit, Monroe County, New York (the “Town”), DO HEREBY CERTIFY as follows: 1. I am the duly qualified and acting Town Clerk of the Town and the custodian of the records of the Town, including the minutes of the proceedings of the Town Board of the Town of Irondequoit (the “Town Board”), and am duly authorized to execute this certificate. 2. A regular meeting of the Town Board of the Town was held on October 20, 2020, and attached hereto is a true and correct copy of a resolution duly adopted at such meeting and entitled: RESOLUTION OF THE TOWN BOARD OF THE TOWN OF IRONDEQUOIT, MONROE COUNTY, NEW YORK (THE “TOWN”) PURSUANT TO SECTION 202-b OF THE TOWN LAW DETERMINING THAT IT IS IN THE PUBLIC INTEREST TO UNDERTAKE THE REPLACEMENT OF THE WATER MAIN ALONG SENECA ROAD 3. That said meeting was duly convened and held and that said resolution was duly adopted in all respects in accordance with the law and regulations of the Town. To the extent required by law or said regulations, due and proper notice of said meeting was given, and that all members of said Board had due notice of said Meeting and voted in the proper manner for the adoption of the resolution. All other requirements and proceedings under the law, said regulations, or otherwise, incident to said meeting and the adoption of the resolution, including the publication, if required by law, have been duly fulfilled, carried out and otherwise observed. 4. The seal appearing below constitutes the official seal of the Town and was duly affixed by the undersigned at the time this certificate was signed. IN WITNESS WHEREOF, I have hereunto set my hand and have hereunto affixed the corporate seal of the Town of Irondequoit this 20th day of October, 2020. TOWN OF IRONDEQUOIT By: Barbara Genier, Town Clerk [SEAL] Bond Resolution BOND RESOLUTION OF THE TOWN BOARD OF THE TOWN OF IRONDEQUOIT, MONROE COUNTY, NEW YORK (THE “TOWN”), AUTHORIZING THE ISSUANCE OF UP TO $500,000 IN SERIAL BONDS OF THE TOWN TO UNDERTAKE THE REPLACEMENT OF THE WATER MAIN ALONG SENECA ROAD At a regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York, held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th day of October, 2020 at 7:00 P.M. local time, there were PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member Kimie Romeo Town Board Member John Perticone Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member ______________________________________ offered the following resolution and moved its adoption: WHEREAS, the Town Board of the Town of Irondequoit, Monroe County, New York (the “Issuer” or the “Town”) is considering undertaking the replacement of the water main along Seneca Road within the Sea Breeze & Vicinity Water District (“SBWD”), such project to be performed by the SBWD (collectively, the “Project”); and WHEREAS, by resolution adopted October 20, 2020, immediately prior to the adoption of this resolution (i) the Town Board determined that the Project constitutes a “Type II” action under the New York State Environmental Quality Review Act and the regulations promulgated thereunder (6 NYCRR Part 617.5(c)(1)) (collectively, “SEQRA”) and therefore no further action need be taken by the Town Board under SEQRA as a pre-condition to the adoption of this resolution, and (ii) in accordance with Section 202-b of the Town Law of the State of New York, the Town Board determined it to be in the public interest to undertake the Project at an estimated maximum cost of $500,000; and WHEREAS, the Town Board now wishes to appropriate funds for the Project and to authorize the issuance of the Town’s serial bonds or bond anticipation notes to finance said appropriation. NOW, THEREFORE, THE TOWN BOARD OF THE TOWN OF IRONDEQUOIT, MONROE COUNTY, NEW YORK HEREBY RESOLVES (by the affirmative vote of not less than two-thirds of all the members of such body), AS FOLLOWS: SECTION 1. The Town is hereby authorized to undertake the Project as hereinabove described and issue up to $500,000 principal amount of serial bonds (including, without 2 Bond Resolution limitation, statutory installment bonds), or bond anticipation notes in anticipation of such bonds pursuant to the provisions of the Local Finance Law of the State of New York, constituting Chapter 33-a of the Consolidated Laws of the State of New York (the “Law”) to finance the estimated cost of the Project. SECTION 2. It is hereby determined that the maximum estimated cost of the aforementioned specific object or purpose is $500,000, said amount is hereby appropriated therefor and the plan for the financing thereof shall consist of the issuance of the $500,000 in serial bonds of the Town authorized to be issued pursuant to Section 1 of this resolution, or bond anticipation notes issued in anticipation thereof, and the levy and collection of taxes on all the taxable real property in the Town to pay the principal of said bonds and the interest thereon as the same shall become due and payable. SECTION 3. It is hereby determined that the period of probable usefulness for the aforementioned specific object or purpose is forty (40) years, pursuant to subdivision 1. of paragraph a. of Section 11.00 of the Law. SECTION 4. The final maturity of the bonds herein authorized to be issued pursuant to Section 1 of this resolution shall be in excess of five (5) years measured from the date of issuance of the first serial bond or bond anticipation note issued. SECTION 5. The temporary use of available funds of the Town, not immediately required for the purpose or purposes for which the same were borrowed, raised or otherwise created, is hereby authorized pursuant to Section 165.10 of the Law, for the capital purposes described in this resolution. The Town shall reimburse such expenditures with the proceeds of the bonds or bond anticipation notes authorized by Section 1 of this resolution. This resolution shall constitute a declaration of “official intent” to reimburse the expenditures authorized by Section 1 hereof with the proceeds of the bonds and bond anticipation notes authorized herein, as required by United States Treasury Regulations Section 1.150-2. SECTION 6. Each of the serial bonds authorized by this resolution and any bond anticipation notes issued in anticipation of said bonds shall contain the recital of validity prescribed by Section 52.00 of the Law and said serial bonds and any bond anticipation notes issued in anticipation of said bonds shall be general obligations of the Town, payable as to both principal and interest by a general tax upon all the real property within the Town without legal or constitutional limitation as to rate or amount. The faith and credit of the Town are hereby irrevocably pledged to the punctual payment of the principal and interest on said serial bonds and bond anticipation notes and provisions shall be made annually in the budget of the Town by appropriation for (a) the amortization and redemption of the bonds and bond anticipation notes to mature in such year and (b) the payment of interest to be due and payable in such year. SECTION 7. Subject to the provisions of this resolution and of the Law, pursuant to the provisions of Section 30.00 relative to the authorization of the issuance of bond anticipation notes or the renewals of said obligations and of Section 21.00, Section 50.00, Section 54.90, Sections 56.00 through 60.00 and Sections 62.10 and 63.00 of the Law, the powers and duties of the Town Board relative to authorizing serial bonds and bond anticipation notes and prescribing 3 Bond Resolution terms, form and contents as to the sale and issuance of bonds herein authorized, including without limitation the determination of whether to issue bonds having substantially level or declining debt service and all matters relating thereto, and of any bond anticipation notes issued in anticipation of said bonds, and the renewals of said bond anticipation notes, are hereby delegated to the Supervisor of the Town, the chief fiscal officer of the Town (the “Supervisor”). Further, in connection with bonds and bond anticipation notes issued under the authority of Section 1 hereof, the power to contract with and issue bonds and bond anticipation notes to the New York State Environmental Facilities Corporation pursuant to Section 169.00 of the Law and to approve the terms, form and content of such bonds and bond anticipation notes, consistent with the provisions of the Law, is hereby delegated to the Supervisor. Further, pursuant to subdivision b. of Section 11.00 of the Law, in the event that bonds to be issued for the object or purpose authorized by this resolution are combined for sale, pursuant to subdivision c. of Section 57.00 of the Law, with bonds to be issued for one or more objects or purposes authorized by other resolutions of this Town Board, then the power of the Town Board to determine the “weighted average period of probable usefulness” (within the meaning of subdivision a. of Section 11.00 of the Law) for such combined objects or purposes is hereby delegated to the Supervisor, as the chief fiscal officer of the Town. SECTION 8. The Supervisor is hereby further authorized, at his sole discretion, to execute a project financing and loan agreement, and any other agreements with the New York State Department of Environmental Conservation and/or the New York State Environmental Facilities Corporation, including amendments thereto, and including any instruments (or amendments thereto) in the effectuation thereof, in order to effect the financing or refinancing of the specific object or purpose described in Section 1 hereof, or a portion thereof, by a serial bond, and, or a bond anticipation note issue in the event of the sale of same to the New York State Environmental Facilities Corporation. SECTION 9. The Supervisor of the Town is hereby further authorized to take such actions and execute such documents as may be necessary to ensure the continued status of the interest on the bonds authorized by this resolution and any notes issued in anticipation thereof, as excludable from gross income for federal income tax purposes pursuant to Section 103 of the Internal Revenue Code of 1986, as amended (the “Code”) and to designate the bonds authorized by this resolution and any notes issued in anticipating thereof, if applicable, as “qualified tax- exempt obligations” in accordance with Section 265(b)(3)(B)(i) of the Code. SECTION 10. The Supervisor is further authorized to enter into continuing disclosure undertakings with or for the benefit of the initial purchaser of the bonds or notes in compliance with the provisions of Rule 15c2-12, promulgated by the Securities and Exchange Commission pursuant to the Securities Exchange Act of 1934. SECTION 11. The intent of this resolution is to give the Supervisor sufficient authority to execute those applications, agreements and instruments, or to do any similar acts necessary to effect the issuance of the aforesaid serial bonds or bond anticipation notes without resorting to further action of this Town Board. 4 Bond Resolution SECTION 12. The validity of the bonds authorized by this resolution and of any bond anticipation notes issued in anticipation of said bonds may be contested only if: (a) such obligations are authorized for an object or purpose for which the Town is not authorized to expend money; or (b) the provisions of law which should be complied with at the date of the publication of such resolution are not substantially complied with, and an action, suit or proceeding contesting such validity is commenced within twenty (20) days after the date of such publication; or (c) such obligations are authorized in violation of the provisions of the Constitution. SECTION 13. This resolution shall take effect immediately and the Town Clerk is hereby authorized and directed to cause a copy of this resolution, or a summary thereof, to be published in full, together with a notice attached in substantially the form as prescribed in Section 81.00 of the Law, in the official newspaper(s) of the Town for such purpose. The following vote was taken and recorded in public or open session Town Board Member Wehner voting ___________________ Town Board Member Perticone voting ___________________ Town Board Member Romeo voting ___________________ Town Board Member Freema voting ___________________ Town Supervisor Seeley voting ___________________ Dated: October 20, 2020 Certification Page STATE OF NEW YORK ) COUNTY OF MONROE ) ss.: I, the undersigned Town Clerk of the Town of Irondequoit, Monroe County, New York (the “Town”), DO HEREBY CERTIFY as follows: 1. I am the duly qualified and acting Town Clerk of the Town and the custodian of the records of the Town, including the minutes of the proceedings of the Town Board, and am duly authorized to execute this certificate. 2. A regular meeting of the Town Board of the Town was held on October 20, 2020, and attached hereto is a true and correct copy of a resolution duly adopted at such meeting and entitled: BOND RESOLUTION OF THE TOWN BOARD OF THE TOWN OF IRONDEQUOIT, MONROE COUNTY, NEW YORK (THE “TOWN”), AUTHORIZING THE ISSUANCE OF UP TO $500,000 IN SERIAL BONDS OF THE TOWN TO UNDERTAKE THE REPLACEMENT OF THE WATER MAIN ALONG SENECA ROAD 3. That said meeting was duly convened and held and that said resolution was duly adopted in all respects in accordance with the law and regulations of the Town. To the extent required by law or said regulations, due and proper notice of said meeting was given. A legal quorum of members of the Town Board was present throughout said meeting, and a legally sufficient number of members (2/3’s of the Town Board) voted in the proper manner for the adoption of the resolution. All other requirements and proceedings under the law, said regulations, or otherwise, incident to said meeting and the adoption of the resolution, including the publication, if required by law, have been duly fulfilled, carried out and otherwise observed. 4. Public Notice of the time and place of said Meeting was duly posted and duly given to the public and the news media in accordance with the Open Meetings Law, constituting Chapter 511 of the Laws of 1976 of the State of New York, and that all members of said Town Board had due notice of said Meeting and that the Meeting was in all respects duly held and a quorum was present and acted throughout. 5. The seal appearing below constitutes the official seal of the Town and was duly affixed by the undersigned at the time this certificate was signed. IN WITNESS WHEREOF, I have hereunto set my hand and have hereunto affixed the corporate seal of the Town of Irondequoit as of this 20th day of October, 2020. TOWN OF IRONDEQUOIT [SEAL] By: Barbara Genier, Town Clerk Estoppel Notice ESTOPPEL NOTICE The resolution, a summary of which is published herewith, has been adopted on October 20, 2020 by the Town Board of the Town of Irondequoit, Monroe County, New York. The validity of the obligations authorized by such resolution may be hereafter contested only if such obligations were authorized for an object or purpose for which the Town of Irondequoit, Monroe County, New York is not authorized to expend money or if the provisions of law which should have been complied with as of the date of publication of this notice were not substantially complied with, and an action, suit or proceeding contesting such validity is commenced within twenty (20) days after the date of publication of this notice, or such obligations were authorized in violation of the provisions of the Constitution. Barbara Genier, Town Clerk Town of Irondequoit SUMMARY OF BOND RESOLUTION Set forth below is a summary of said resolution adopted by the Town Board of the Town of Irondequoit on October 20, 2020. 1. The resolution is entitled “BOND RESOLUTION OF THE TOWN BOARD OF THE TOWN OF IRONDEQUOIT, MONROE COUNTY, NEW YORK (THE “TOWN”), AUTHORIZING THE ISSUANCE OF UP TO $500,000 IN SERIAL BONDS OF THE TOWN TO UNDERTAKE THE REPLACEMENT OF THE WATER MAIN ALONG SENECA ROAD”. 2. The specific object or purpose for which the bonds are authorized is the financing of the replacement of the water main along Seneca Road within the Sea Breeze & Vicinity Water District (“SBWD”), such project to be performed by the SBWD (collectively, the “Project”). 3. The period of probable usefulness is 40 years. 4. The amount of obligations authorized to be issued is $500,000. The resolution summarized herein shall be available for public inspection during normal business hours at the offices of the Town Clerk, Town of Irondequoit, Town Hall, 1280 Titus Avenue, Rochester, New York 14617. 1 202-b Resolution RESOLUTION OF THE TOWN BOARD OF THE TOWN OF IRONDEQUOIT, MONROE COUNTY, NEW YORK (THE “TOWN”) PURSUANT TO SECTION 202-b OF THE TOWN LAW DETERMINING THAT IT IS IN THE PUBLIC INTEREST TO UNDERTAKE CERTAIN IMPROVEMENTS TO THE TOWN’S TOWNWIDE DRAINAGE DISTRICT At a regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York, held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th day of October, 2020 at 7:00 P.M. local time, there were PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member Kimie Romeo Town Board Member John Perticone Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member ______________________________________ offered the following resolution and moved its adoption: WHEREAS, the Town Board of the Town of Irondequoit, Monroe County, New York (the “Issuer” or the “Town”) is considering authorizing certain improvements to the Town of Irondequoit Townwide Drainage District (the “District”) consisting of the reconstruction of storm sewers, installation of stormwater drainage facilities, and various land grading projects relating to drainage, erosion, and slope stabilization (collectively, the “Project”); and WHEREAS, the Town’s engineers have estimated that the maximum cost of undertaking the Project is $500,000; and WHEREAS, by resolution adopted on September 15, 2020, at a regular meeting of the Town Board held on such date, the Town Board directed that a public hearing be held on whether to authorize the Project, and to hear all persons interested in the subject thereof concerning the same on October 20, 2020 at 7:40 p.m. at the Town of Irondequoit Town Hall, 1280 Titus Avenue, Rochester, New York 14617; and WHEREAS, notice of said public hearing certified by the Town Clerk was duly published and posted as required by law, to wit: a duly certified copy thereof was published in The Post, the official newspaper of the Town, on October 1, 2020 and a copy of such notice was posted on October 1, 2020 on the signboard maintained by the Town Clerk, and on the Town’s website, pursuant to Town Law Section 193; and 2 202-b Resolution WHEREAS, said public hearing was duly held at the time and place set forth in said notice, at which all persons desiring to be heard were duly heard; and NOW THEREFORE, THE TOWN BOARD OF THE TOWN OF IRONDEQUOIT, MONROE COUNTY, NEW YORK HEREBY RESOLVES, AS FOLLOWS: SECTION 1. It is hereby determined that the Project constitutes a “Type II” action under the New York State Environmental Quality Review Act and the regulations promulgated thereunder (6 NYCRR Part 617.5(c)(1)) (collectively, “SEQRA”) and therefore no further action need be taken by the Town Board under SEQRA as a pre-condition to the adoption of this resolution. SECTION 2. Based upon the evidence given at the aforesaid public hearing, it is hereby found and determined that it is in the public interest to undertake the Project as hereinabove described at the estimated maximum cost of $500,000. The Town is hereby authorized on behalf of the District to undertake the Project at such estimated maximum cost. SECTION 3. The Town Clerk is hereby authorized and directed to cause a certified copy of this resolution to be duly recorded in the office of the Clerk of Monroe County, New York within ten (10) days after the adoption hereof, in accordance with Section 195 of the Town Law. SECTION 4. This resolution shall take effect immediately. The following vote was taken and recorded in public or open session Town Board Member Wehner voting ___________________ Town Board Member Perticone voting ___________________ Town Board Member Romeo voting ___________________ Town Board Member Freeman voting ___________________ Town Supervisor Seeley voting ___________________ Certification Page STATE OF NEW YORK ) COUNTY OF MONROE ) ss.: I, the undersigned Town Clerk of the Town of Irondequoit, Monroe County, New York (the “Town”), DO HEREBY CERTIFY as follows: 1. I am the duly qualified and acting Town Clerk of the Town and the custodian of the records of the Town, including the minutes of the proceedings of the Town Board of the Town of Irondequoit (the “Town Board”), and am duly authorized to execute this certificate. 2. A regular meeting of the Town Board of the Town was held on October 20, 2020, and attached hereto is a true and correct copy of a resolution duly adopted at such meeting and entitled: RESOLUTION OF THE TOWN BOARD OF THE TOWN OF IRONDEQUOIT, MONROE COUNTY, NEW YORK (THE “TOWN”) PURSUANT TO SECTION 202-b OF THE TOWN LAW DETERMINING THAT IT IS IN THE PUBLIC INTEREST TO UNDERTAKE CERTAIN IMPROVEMENTS TO THE TOWN’S TOWNWIDE DRAINAGE DISTRICT 3. That said meeting was duly convened and held and that said resolution was duly adopted in all respects in accordance with the law and regulations of the Town. To the extent required by law or said regulations, due and proper notice of said meeting was given, and that all members of said Board had due notice of said Meeting and voted in the proper manner for the adoption of the resolution. All other requirements and proceedings under the law, said regulations, or otherwise, incident to said meeting and the adoption of the resolution, including the publication, if required by law, have been duly fulfilled, carried out and otherwise observed. 4. The seal appearing below constitutes the official seal of the Town and was duly affixed by the undersigned at the time this certificate was signed. IN WITNESS WHEREOF, I have hereunto set my hand and have hereunto affixed the corporate seal of the Town of Irondequoit this 20th day of October, 2020. TOWN OF IRONDEQUOIT By: Barbara Genier, Town Clerk [SEAL] Bond Resolution BOND RESOLUTION OF THE TOWN BOARD OF THE TOWN OF IRONDEQUOIT, MONROE COUNTY, NEW YORK (THE “TOWN”), AUTHORIZING THE ISSUANCE OF UP TO $500,000 IN SERIAL BONDS OF THE TOWN TO UNDERTAKE CERTAIN IMPROVEMENTS TO THE TOWN’S TOWNWIDE DRAINAGE DISTRICT At a regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York, held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th day of October, 2020 at 7:00 P.M. local time, there were PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member Patrina Freeman Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member ______________________________________ offered the following resolution and moved its adoption: WHEREAS, the Town Board of the Town of Irondequoit, Monroe County, New York (the “Issuer” or the “Town”) is considering undertaking certain improvements to the Town of Irondequoit Townwide Drainage District (the “District”) consisting of the reconstruction of storm sewers, installation of stormwater drainage facilities, and various land grading projects relating to drainage, erosion, and slope stabilization (collectively, the “Project”); and WHEREAS, by resolution adopted October 20, 2020, immediately prior to the adoption of this resolution (i) the Town Board determined that the Project constitutes a “Type II” action under the New York State Environmental Quality Review Act and the regulations promulgated thereunder (6 NYCRR Part 617.5(c)(1)) (collectively, “SEQRA”) and therefore no further action need be taken by the Town Board under SEQRA as a pre-condition to the adoption of this resolution, and (ii) in accordance with Section 202-b of the Town Law of the State of New York, the Town Board determined it to be in the public interest to undertake the Project at an estimated maximum cost of $500,000; and WHEREAS, the Town Board now wishes to appropriate funds for the Project and to authorize the issuance of the Town’s serial bonds or bond anticipation notes to finance said appropriation. NOW, THEREFORE, THE TOWN BOARD OF THE TOWN OF IRONDEQUOIT, MONROE COUNTY, NEW YORK HEREBY RESOLVES (by the affirmative vote of not less than two-thirds of all the members of such body), AS FOLLOWS: 2 Bond Resolution SECTION 1. The Town is hereby authorized to undertake the Project as hereinabove described and issue up to $500,000 principal amount of serial bonds (including, without limitation, statutory installment bonds), or bond anticipation notes in anticipation of such bonds pursuant to the provisions of the Local Finance Law of the State of New York, constituting Chapter 33-a of the Consolidated Laws of the State of New York (the “Law”) to finance the estimated cost of the Project. SECTION 2. It is hereby determined that the maximum estimated cost of the aforementioned specific object or purpose is $500,000, said amount is hereby appropriated therefor and the plan for the financing thereof shall consist of the issuance of the $500,000 in serial bonds of the Town authorized to be issued pursuant to Section 1 of this resolution, or bond anticipation notes issued in anticipation thereof, and the levy and collection of taxes on all the taxable real property in the Town to pay the principal of said bonds and the interest thereon as the same shall become due and payable. SECTION 3. It is hereby determined that the period of probable usefulness for the aforementioned specific object or purpose is forty (40) years, pursuant to subdivision 4. of paragraph a. of Section 11.00 of the Law. SECTION 4. The final maturity of the bonds herein authorized to be issued pursuant to Section 1 of this resolution shall be in excess of five (5) years measured from the date of issuance of the first serial bond or bond anticipation note issued. SECTION 5. The temporary use of available funds of the Town, not immediately required for the purpose or purposes for which the same were borrowed, raised or otherwise created, is hereby authorized pursuant to Section 165.10 of the Law, for the capital purposes described in this resolution. The Town shall reimburse such expenditures with the proceeds of the bonds or bond anticipation notes authorized by Section 1 of this resolution. This resolution shall constitute a declaration of “official intent” to reimburse the expenditures authorized by Section 1 hereof with the proceeds of the bonds and bond anticipation notes authorized herein, as required by United States Treasury Regulations Section 1.150-2. SECTION 6. Each of the serial bonds authorized by this resolution and any bond anticipation notes issued in anticipation of said bonds shall contain the recital of validity prescribed by Section 52.00 of the Law and said serial bonds and any bond anticipation notes issued in anticipation of said bonds shall be general obligations of the Town, payable as to both principal and interest by a general tax upon all the real property within the Town without legal or constitutional limitation as to rate or amount. The faith and credit of the Town are hereby irrevocably pledged to the punctual payment of the principal and interest on said serial bonds and bond anticipation notes and provisions shall be made annually in the budget of the Town by appropriation for (a) the amortization and redemption of the bonds and bond anticipation notes to mature in such year and (b) the payment of interest to be due and payable in such year. SECTION 7. Subject to the provisions of this resolution and of the Law, pursuant to the provisions of Section 30.00 relative to the authorization of the issuance of bond anticipation notes or the renewals of said obligations and of Section 21.00, Section 50.00, Section 54.90, 3 Bond Resolution Sections 56.00 through 60.00 and Sections 62.10 and 63.00 of the Law, the powers and duties of the Town Board relative to authorizing serial bonds and bond anticipation notes and prescribing terms, form and contents as to the sale and issuance of bonds herein authorized, including without limitation the determination of whether to issue bonds having substantially level or declining debt service and all matters relating thereto, and of any bond anticipation notes issued in anticipation of said bonds, and the renewals of said bond anticipation notes, are hereby delegated to the Supervisor of the Town, the chief fiscal officer of the Town (the “Supervisor”). Further, in connection with bonds and bond anticipation notes issued under the authority of Section 1 hereof, the power to contract with and issue bonds and bond anticipation notes to the New York State Environmental Facilities Corporation pursuant to Section 169.00 of the Law and to approve the terms, form and content of such bonds and bond anticipation notes, consistent with the provisions of the Law, is hereby delegated to the Supervisor. Further, pursuant to subdivision b. of Section 11.00 of the Law, in the event that bonds to be issued for the object or purpose authorized by this resolution are combined for sale, pursuant to subdivision c. of Section 57.00 of the Law, with bonds to be issued for one or more objects or purposes authorized by other resolutions of this Town Board, then the power of the Town Board to determine the “weighted average period of probable usefulness” (within the meaning of subdivision a. of Section 11.00 of the Law) for such combined objects or purposes is hereby delegated to the Supervisor, as the chief fiscal officer of the Town. SECTION 8. The Supervisor is hereby further authorized, at his sole discretion, to execute a project financing and loan agreement, and any other agreements with the New York State Department of Environmental Conservation and/or the New York State Environmental Facilities Corporation, including amendments thereto, and including any instruments (or amendments thereto) in the effectuation thereof, in order to effect the financing or refinancing of the specific object or purpose described in Section 1 hereof, or a portion thereof, by a serial bond, and, or a bond anticipation note issue in the event of the sale of same to the New York State Environmental Facilities Corporation. SECTION 9. The Supervisor of the Town is hereby further authorized to take such actions and execute such documents as may be necessary to ensure the continued status of the interest on the bonds authorized by this resolution and any notes issued in anticipation thereof, as excludable from gross income for federal income tax purposes pursuant to Section 103 of the Internal Revenue Code of 1986, as amended (the “Code”) and to designate the bonds authorized by this resolution and any notes issued in anticipating thereof, if applicable, as “qualified tax- exempt obligations” in accordance with Section 265(b)(3)(B)(i) of the Code. SECTION 10. The Supervisor is further authorized to enter into continuing disclosure undertakings with or for the benefit of the initial purchaser of the bonds or notes in compliance with the provisions of Rule 15c2-12, promulgated by the Securities and Exchange Commission pursuant to the Securities Exchange Act of 1934. SECTION 11. The intent of this resolution is to give the Supervisor sufficient authority to execute those applications, agreements and instruments, or to do any similar acts necessary to effect the issuance of the aforesaid serial bonds or bond anticipation notes without resorting to further action of this Town Board. 4 Bond Resolution SECTION 12. The validity of the bonds authorized by this resolution and of any bond anticipation notes issued in anticipation of said bonds may be contested only if: (a) such obligations are authorized for an object or purpose for which the Town is not authorized to expend money; or (b) the provisions of law which should be complied with at the date of the publication of such resolution are not substantially complied with, and an action, suit or proceeding contesting such validity is commenced within twenty (20) days after the date of such publication; or (c) such obligations are authorized in violation of the provisions of the Constitution. SECTION 13. This resolution shall take effect immediately and the Town Clerk is hereby authorized and directed to cause a copy of this resolution, or a summary thereof, to be published in full, together with a notice attached in substantially the form as prescribed in Section 81.00 of the Law, in the official newspaper(s) of the Town for such purpose. The following vote was taken and recorded in public or open session Town Board Member Wehner voting ___________________ Town Board Member Perticone voting ___________________ Town Board Member Romeo voting ___________________ Town Board Member Freeman voting ___________________ Town Supervisor Seeley voting ___________________ Certification Page STATE OF NEW YORK ) COUNTY OF MONROE ) ss.: I, the undersigned Town Clerk of the Town of Irondequoit, Monroe County, New York (the “Town”), DO HEREBY CERTIFY as follows: 1. I am the duly qualified and acting Town Clerk of the Town and the custodian of the records of the Town, including the minutes of the proceedings of the Town Board, and am duly authorized to execute this certificate. 2. A regular meeting of the Town Board of the Town was held on October 20, 2020, and attached hereto is a true and correct copy of a resolution duly adopted at such meeting and entitled: BOND RESOLUTION OF THE TOWN BOARD OF THE TOWN OF IRONDEQUOIT, MONROE COUNTY, NEW YORK (THE “TOWN”), AUTHORIZING THE ISSUANCE OF UP TO $500,000 IN SERIAL BONDS OF THE TOWN TO UNDERTAKE CERTAIN IMPROVEMENTS TO THE TOWN’S TOWNWIDE DRAINAGE DISTRICT 3. That said meeting was duly convened and held and that said resolution was duly adopted in all respects in accordance with the law and regulations of the Town. To the extent required by law or said regulations, due and proper notice of said meeting was given. A legal quorum of members of the Town Board was present throughout said meeting, and a legally sufficient number of members (2/3’s of the Town Board) voted in the proper manner for the adoption of the resolution. All other requirements and proceedings under the law, said regulations, or otherwise, incident to said meeting and the adoption of the resolution, including the publication, if required by law, have been duly fulfilled, carried out and otherwise observed. 4. Public Notice of the time and place of said Meeting was duly posted and duly given to the public and the news media in accordance with the Open Meetings Law, constituting Chapter 511 of the Laws of 1976 of the State of New York, and that all members of said Town Board had due notice of said Meeting and that the Meeting was in all respects duly held and a quorum was present and acted throughout. 5. The seal appearing below constitutes the official seal of the Town and was duly affixed by the undersigned at the time this certificate was signed. IN WITNESS WHEREOF, I have hereunto set my hand and have hereunto affixed the corporate seal of the Town of Irondequoit as of this 20th day of October, 2020. TOWN OF IRONDEQUOIT [SEAL] By: Barbara Genier, Town Clerk Estoppel Notice ESTOPPEL NOTICE The resolution, a summary of which is published herewith, has been adopted on October 20, 2020 by the Town Board of the Town of Irondequoit, Monroe County, New York. The validity of the obligations authorized by such resolution may be hereafter contested only if such obligations were authorized for an object or purpose for which the Town of Irondequoit, Monroe County, New York is not authorized to expend money or if the provisions of law which should have been complied with as of the date of publication of this notice were not substantially complied with, and an action, suit or proceeding contesting such validity is commenced within twenty (20) days after the date of publication of this notice, or such obligations were authorized in violation of the provisions of the Constitution. Barbara Genier, Town Clerk Town of Irondequoit SUMMARY OF BOND RESOLUTION Set forth below is a summary of said resolution adopted by the Town Board of the Town of Irondequoit on October 20, 2020. 1. The resolution is entitled “BOND RESOLUTION OF THE TOWN BOARD OF THE TOWN OF IRONDEQUOIT, MONROE COUNTY, NEW YORK (THE “TOWN”), AUTHORIZING THE ISSUANCE OF UP TO $500,000 IN SERIAL BONDS OF THE TOWN TO UNDERTAKE CERTAIN IMPROVEMENTS TO THE TOWN’S TOWNWIDE DRAINAGE DISTRICT”. 2. The specific object or purpose for which the bonds are authorized is the financing of certain improvements to the Town of Irondequoit Townwide Drainage District (the “District”) consisting of the reconstruction of storm sewers, installation of stormwater drainage facilities, and various land grading projects relating to drainage, erosion, and slope stabilization (collectively, the “Project”). 3. The period of probable usefulness is 40 years. 4. The amount of obligations authorized to be issued is $500,000. The resolution summarized herein shall be available for public inspection during normal business hours at the offices of the Town Clerk, Town of Irondequoit, Town Hall, 1280 Titus Avenue, Rochester, New York 14617. Resolution No. 2020 - EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD ADOPTING A LOCAL LAW TO AMEND CHAPTER 175, ARTICLE II, OF THE CODE OF THE TOWN OF IRONDEQUOIT PERTAINING TO THE RETENTION AND DISPOSITION OF RECORDS At a regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th day of October, 2020 at 7:00 P.M. local time; there were PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorneys for the Town Town Board Member______________________offered the following resolution and moved its adoption: WHEREAS, at a regular meeting of the Town Board, Town Board Member ___________________ motioned to propose a Local Law to amend Chapter 175, Article II, of the Code of the Town of Irondequoit concerning the retention and disposition of records; and WHEREAS, the Town Board adopted a resolution on September 15, 2020 calling for a public hearing to be held on October 20, 2020 at 7:35 p.m. to hear all interested parties on said proposed Local Law; and WHEREAS, notice of said public hearing was duly published in the official newspaper of the Town, and posted as required by law; and WHEREAS, said public hearing was held on October 20, 2020 and all parties in attendance were permitted the opportunity to speak on behalf of or in opposition to said proposed Local Law; and WHEREAS, the Town Board received the written copy of the proposed Local Law (Exhibit “A”) via electronic mail at least 10 days before this meeting (excluding Sundays), pursuant to Municipal Home Rule Section 20(4); and WHEREAS, the Town Board, after due deliberation, finds it in the best interest of the Town of Irondequoit to adopt said Local Law. NOW THEREFORE BE IT RESOLVED, that the Town Board hereby adopts said Local Law __ of 2020, amending Chapter 175, Article II, of the Code of the Town of Irondequoit pertaining to the retention and disposition of records, and the Town Clerk is hereby directed to enter said Local Law in the minutes of this meeting and in the Local Law Book of the Town of Irondequoit, and to give due notice of the adoption of said Local Law to the New York Secretary of State and post the same as required by the Irondequoit Town Code. This resolution shall take effect immediately upon its adoption. Seconded by Town Board Member __________________________and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Romeo voting _______ Town Board Member Freeman voting _______ Town Supervisor Seeley voting _______ Exhibit A (Local Law) 9122517_1 LOCAL LAW NO. ___ OF 2020 TO AMEND CHAPTER 175 ARTICLE II OF THE TOWN OF IRONDEQUOIT TOWN CODE CONCERNING RETENTION AND DISPOSITION OF RECORDS Be it enacted by the Town Board of the Town of Irondequoit as follows: Section 1. Sections 175-9 and 175-10 of the Code of the Town of Irondequoit, pertaining to the adoption of a standard for the retention and disposition of records, are hereby amended by striking the matter shown in brackets and strikethrough font, and adding the matter shown in bold underscored font, as follows: § 175-9 Adoption of standard. [Records Retention and Disposition Schedule MU-1] Retention and Disposition Schedule for New York Local Government Records (LGS-1), issued pursuant to Article 57-A of the Arts and Cultural Affairs Law, as amended or changed, and containing legal minimum retention periods for municipal government records, is hereby adopted for use by all municipal officers in disposing of municipal government records listed therein. § 175-10 Disposition. In accordance with Article 57-A of the Arts and Cultural Affairs Law, as amended or changed: A. Only those records will be disposed of that are described in [Records Retention and Disposition Schedule MU-1] Retention and Disposition Schedule for New York Local Government Records (LGS-1) after they have met the minimum retention period prescribed therein. B. Only those records will be disposed of that do not have sufficient administrative, fiscal, legal or historical value to merit retention beyond established time periods. Section 2. This law shall be effective upon filing with the Secretary of State of New York, as required by the Municipal Home Rule Law. Resolution No. 2020- __________ EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION APPROVING A SPECIAL USE PERMIT FOR 889 E. RIDGE ROAD IN THE C- BUSINESS DISTRICT At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th day of October 2020 at 7:00 P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member _____________________offered the following resolution and moved its adoption: WHEREAS, Joseph Santacroce has submitted an application to obtain a special use permit at 889 E. Ridge Road in a C- Business District to operate a used car sales lot which requires a special use permit pursuant to section §235-28 A(14) of the Town of Irondequoit Code; WHEREAS, the application and survey instrument submitted to the Board that shows a total of 51 parking spaces on the parcel, consisting of 15 spaces in the front of the building and 36 spaces in rear portion of the parcel; and WHEREAS, the Application was reviewed and discussed at the Town Planning Board Workshop held on September 28, 2020 and the Town Planning Board issued comments and a report on the issuance of a Special Use Permit to the Town Board dated September 29, 2020 recommending a positive referral for the Special Use Permit; and WHEREAS, a public hearing was held by the Town Board, pursuant to Section 274-b of New York State Town Law, on October 20, 2020 at the Irondequoit Town Hall, 1280 Titus Avenue, in the Town of Irondequoit, New York, at 7:35pm, where the facts in support of the requested Special Use Permit were presented and where public input was received and thereafter the public hearing was closed (the “Public Hearing”); and WHEREAS, pursuant to the New York State Environmental Quality Review Act and its implementing regulations (collectively, “SEQRA”), the Special Use Permit is classified as a Type II Action pursuant to 6 NYCRR § 617.5(c)(18) (reuse of a residential or commercial structure, or of a structure containing mixed residential and commercial uses, where the residential or commercial use is a permitted use under the applicable zoning law or ordinance, including permitted by special use permit, and the action does not meet or exceeds any of the thresholds in section 617.4 of this Part) and no SEQRA review is required. NOW, THEREFORE, BE IT RESOLVED, that the Town Board hereby approves the Special Use Permit for used car sales, with up to _____ cars on site, as described herein; and NOW, THEREFORE, BE IT FURTHER RESOLVED, this approval is conditioned on the property owner obtaining site plan approval from the Planning Board. This resolution shall take effect immediately. Seconded by the Town Board Member ______________________________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Freeman voting _______ Town Board Member Romeo voting _______ Town Supervisor Seeley voting _______ Resolution No. 2020 - EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD ADOPTING A LOCAL LAW TO AMEND SECTION III OF CHAPTER 93 OF THE CODE OF THE TOWN OF IRONDEQUOIT PERTAINING TO THE BOW HUNT PROGRAM At a regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th day of October, 2020 at 7:00 P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorneys for the Town Town Board Member______________________offered the following resolution and moved its adoption: WHEREAS, at a regular meeting of the Town Board, Town Board Member ___________________ motioned to propose a Local Law to amend Section III of Chapter 93 of the Code of the Town of Irondequoit concerning the Town of Irondequoit Bow Hunt Program; and WHEREAS, the proposed local law would amend the Town’s regulations governing the Bow Hunt Program by allowing the Irondequoit Police Department to designate the location where hunters shall transport harvested deer and where such harvested deer may be field dressed, and would further authorize the Irondequoit Police Department to establish a code of conduct for hunters participating in the Bow Hunt Program; and WHEREAS, the Town Board adopted a resolution on September 15, 2020 calling for a public hearing to be held on October 20, 2020 at 7:43 p.m. to hear all interested parties on said proposed Local Law; and WHEREAS, notice of said public hearing was duly published in the official newspaper of the Town, and posted as required by law; and WHEREAS, said public hearing was held on October 20, 2020 and all parties in attendance were permitted the opportunity to speak on behalf of or in opposition to said proposed Local Law; and WHEREAS, the Town Board received the written copy of the proposed Local Law (Exhibit “A”) via electronic mail at least 10 days before this meeting (excluding Sundays), pursuant to Municipal Home Rule Section 20(4); and WHEREAS, by resolution dated July 18, 2017, the Town Board issued a Negative Declaration concerning the adoption of Chapter 93 of the Irondequoit Town Code, thereby implementing the Town Bow Hunt Program regulations, having determined that such legislation constituted an Unlisted action under the State Environmental Quality Review Act (“SEQRA”), and having determined that there were no significant adverse environmental impacts of the legislation based on a review of the Short Environmental Assessment Form therefore, and the instant amendments to Section III of Chapter 93 of the Irondequoit Town Code constitute routine and administrative changes to the Bow Hunt Program regulations that do not involve the creation of a new program or a major reordering of priorities and therefore constitute a Type II action for SEQRA purposes pursuant to 6 N.Y.C.R.R. §§ 617.5(c) (26), (33), and therefore further environmental review is not required; and WHEREAS, the Town Board, after due deliberation, finds it in the best interest of the Town of Irondequoit to adopt said Local Law. NOW THEREFORE BE IT RESOLVED, that the Town Board hereby adopts said Local Law __ of 2020, amending Section III of Chapter 93 of the Code of the Town of Irondequoit pertaining to the Town of Irondequoit Bow Hunt Program, and the Town Clerk is hereby directed to enter said Local Law in the minutes of this meeting and in the Local Law Book of the Town of Irondequoit, and to give due notice of the adoption of said Local Law to the New York Secretary of State and post the same as required by the Irondequoit Town Code. This resolution shall take effect immediately upon its adoption. Seconded by Town Board Member __________________________and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Romeo voting _______ Town Board Member Freeman voting _______ Town Supervisor Seeley voting _______ ATTACHMENT "A" LOCAL LAW NO. _ OF 2020 TO AMEND SECTION III OF CHAPTER 93 OF THE CODE OF THE TOWN OF IRONDEQUOIT Be it enacted by the Town Board of the Town of Irondequoit as follows: Section 1. Section III of Chapter 93 of the Code of the Town of Irondequoit, pertaining to regulations governing hunters while hunting pursuant to the Bow Hunt Program, is amended by striking the matter shown in brackets and strikethrough font, and adding the matter shown in bold underscored font, as follows: § 93-3 Regulations governing hunters while hunting pursuant to program. A. The dates of the program will be scheduled by the IPD officer(s), in their discretion, but only from Monday to Friday in any given week. Unless IPD officer(s) state otherwise, hunters may hunt pursuant to the program only from sunrise until 12:00 p.m. on any scheduled day. Hunting will not be allowed on days in which any school located in the Town is not in session. B. Hunters must notify the IPD officer(s) at least 48 hours in advance of the day on which they plan to hunt. Hunters can notify the IPD officer(s) by phone, at (585) 370-2637, or in person. C. Hunters who choose not to hunt during their scheduled time must notify the IPD officer(s) at least 24 hours in advance of cancelling their scheduled hunt time, so that a replacement hunter can be found. Hunters who fail to show up or cancel their scheduled hunting times for three consecutive scheduled hunting times will be removed from the program. Hunters can switch their scheduled hunting times with other hunters, and the act of switching shall not count as failure to show up or cancel a scheduled hunting time. Hunters must obtain approval from the IPD officer(s) prior to switching scheduled hunting times. D. Hunters must notify the owner of the property on which they plan to hunt at least 48 hours in advance of the day on which they plan to hunt. Hunters must familiarize themselves with the property on which they plan to hunt and the property boundary lines, prior to hunting. Hunters must notify the property owner in advance of familiarizing themselves with the property. E. Hunters are not required to take an antlerless deer first. However, the next deer taken by the hunter must be an antlerless deer. F. Hunters shall remain on their designated hunting property for any given hunt, unless they are making a reasonable search to retrieve a wounded or dead deer. A hunter who kills or injures any deer while hunting shall make a reasonable search to retrieve the deer and take it into his or her possession. G. It shall be the hunter's responsibility to immediately notify any property owner other than the specific property owner who previously authorized the hunt of the fact that an injured or dead 9172870_1 deer is located on his or her property. It shall also be the hunter's responsibility to immediately notify the IPD officer(s) of this situation. H. It shall be the hunter's responsibility to obtain permission of any property owner upon which an injured or dead deer is located prior to engaging in a reasonable search and retrieval of the deer. I. In the event that a hunter cannot obtain the permission of a property owner, for any reason, to conduct a reasonable search and retrieval of an injured or dead deer, the hunter shall immediately notify the IPD officer(s). The IPD officer(s) must then accompany the hunter to retrieve the wounded or dead deer. J. Nothing in these regulations authorizes an act of trespass. K. It shall be the responsibility of the hunter to transport the harvested deer to [theiAlooder-aft Lodge]a location designated by the IPD. A hunter may only field dress a deer at [the Woodcraft Lodgeja location designated by the IPD. L. Hunters shall use best efforts to cover a harvested deer with a tarp or otherwise shield the general public's view and view from neighboring properties of the harvested deer. M. Hunters shall not discharge any archery device from across any public or private street, sidewalk, road, highway, or playground. N. Hunters shall not discharge any archery device at such an angle or distance that the arrow lands on public or private property other than the property on which the hunt has been expressly authorized. 0. A hunter shall not discharge any archery device at such an angle or distance that the arrow might land within 50 feet of any street. P. All hunting shall be conducted at least 150 feet from any dwelling, building, structure or designated bus stop. The minimum distance from dwellings and structures shall not apply to: (1) the owner or lessee of the dwelling or structure; (2) members of the owner's or lessee's immediate family actually residing therein; nor (3) a hunter acting with the consent of the owner or lessee of the dwelling or structure. Q. A hunter shall be located in such a way as to direct arrows towards the interior of the property so as to prevent any arrow from landing any closer than 50 feet from any property line. This restriction shall not apply to any property line located behind the hunter, nor any property line between contiguous properties on which the hunter is allowed to hunt pursuant to these regulations. R. No person shall possess, consume, or be under the influence of alcohol or any other controlled substance while engaged in hunting activities within the Town. S. Hunters must follow all lawful commands given to them by any IPD officer(s). 9172870_1 T. Hunters are solely liable for any negligent and/or criminal acts they commit while participating in the program. U. The IPD may establish a code of conduct for hunters participating in the program which may reference, but need not be limited to, behavior while hunting and best practices for interacting and communicating with residents in connection with the program. [U]V. Any violation of the foregoing regulations, or any federal, state, county, and/or Town codes, local laws, regulations or laws, may cause immediate suspension or revocation of a hunter's ability to participate in the program. Such determination shall be based on the preponderance of the evidence including witness reports or other investigations. Such a determination is an administrative determination. If the IPD suspends or revokes a hunter's ability to participate in the program under this section, the hunter may appeal the decision to the DMPB, pursuant to § 93-2N. Section 2. Severability. If any clause, sentence, paragraph, section or article of this Local Law shall be adjudged by any court of competent jurisdiction to be invalid, such determination shall not affect, impair or invalidate the remainder thereof, but shall be confined in its operation to the clause, sentence, paragraph, section or article thereof directly involved in the proceeding in which such adjudication shall have been rendered. Section 3. Effective Date. This Local Law shall take effect upon its filing in the Office of the New York State Secretary of State in accordance with Section 27 of the Municipal Home Rule Law. 9172870_1 Resolution No. 2020- __________ EXTRACT OF MINUTES OF A REGULAR MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION APPROVING THE PERMANENT APPOINTMENT OF A PART TIME ON CALL DOG CONTROL OFFICER IN THE IRONDEQUOIT ANIMAL CONTROL DEPARTMENT At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th day of October 2020 at 7:00 P.M. local time: there were PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member _____________________offered the following resolution and moved its adoption: WHEREAS, there is a need to hire a part time/on call dog control officer who can work when the full-time employee is unavailable and; WHEREAS, the Director of Community Development recommends hiring Suzanne Nugent as a part time/on call Dog Control Officer; and NOW, THEREFORE BE IT RESOLVED, that the Town Board approves the appointment of Suzanne Nugent a part time /on call Dog Control Officer at an hourly rate of $15.00 to be paid from budget code 001.3510.0102.1100. This resolution shall take effect immediately. Seconded by the Town Board Member ______________________________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Freeman voting _______ Town Board Member Romeo voting _______ Town Supervisor Seeley voting _______ EXTRACT OF MINUTES OF THE TOWN BOARD MEETING ADOPTING A RESOLUTION AUTHORIZING THE APPOINTMENT OF MEMBERS OF THE IRONDEQUOIT PUBLIC LIBRARY BOARD OF TRUSTEES At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20h day of October 2020, at 7:00P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member _____________ offered the following resolution and moved its adoption: WHEREAS, the term of Library Board trustee Michelle Beechey has expired; and. WHEREAS, pursuant to Subdivision 1 of § 226 of the Education Law, the Library Board of Trustees, at its April 15th 2020 meeting, amended its bylaws to increase the number of trustees to from seven members to nine-members, thereby creating two vacancies; and WHEREAS, the Town Board wishes to appoint Betty Brewer Johnson, Rachel Snyder and Phil Harriman to the Town Library Board of Trustees. NOW, THEREFORE, BE IT RESOLVED that the Town Board of the Town of Irondequoit approves the following appointments to the Irondequoit Public Library Board of Trustees: Betty Brewer Johnson for a term to expire October 20th, 2023 Rachel Snyder for a term to expire October 20th, 2023 Phil Harriman for a term to expire October 20th, 2023 This resolution shall take effect immediately upon its adoption. Seconded by the Town Board Member _____________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting __________ Town Board Member Perticone voting __________ Town Board Member Romeo voting __________ Town Board Member Freeman voting __________ Town Supervisor Seeley voting __________ Resolution No. 2020- __________ EXTRACT OF MINUTES OF A REGULAR MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION APPROVING THE PERMANENT APPOINTMENT OF A FULL TIME OFFICE ACCOUNT CLERK IN THE IRONDEQUOIT RECREATION DEPARTMENT At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th day of October 2020 at 7:00 P.M. local time: there were PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member _____________________offered the following resolution and moved its adoption: WHEREAS, there is a need to hire a full time Office Account Clerk in the Irondequoit Recreation Department and; WHEREAS, this is a competitive civil service title, the examination was held on September 12, 2020 and we will be notified as soon as the list is established; and WHEREAS, the Director of Recreation recommends hiring Rebecca Sheldon as a Full-Time Office Account Clerk; and WHEREAS, the certified list was established on October 17,2020 and Rebecca Sheldon is immediately reachable; and NOW, THEREFORE BE IT RESOLVED, that the Town Board approves the permanent appointment of Rebecca Sheldon as a full- time Office Account Clerk at an hourly rate of $16.50 to be paid from budget code 001.7140.0100.1100.7146 This resolution shall take effect on date of hire. Seconded by the Town Board Member ______________________________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Freeman voting _______ Town Board Member Romeo voting _______ Town Supervisor Seeley voting _______ Resolution No. 2020- __________ EXTRACT OF MINUTES OF A REGULAR MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION APPROVING THE APPOINTMENT OF TWO ACTING POLICE LIEUTENANTS IN THE IRONDEQUOIT POLICE DEPARTMENT At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th day of October 2020 at 7:00 P.M. local time: there were PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member _____________________offered the following resolution and moved its adoption: WHEREAS, there are currently two vacancies for Police Lieutenant in the Irondequoit Police Department; and WHEREAS, all qualified candidates were interviewed by the Chief of Police and both Police Captains and all unanimously recommended Sgt. Kenneth W. Gorton and Sgt Andrew Whitaker for the position of Acting Police Lieutenant in the Irondequoit Police Department.; and NOW, THEREFORE BE IT RESOLVED, that the Town Board authorizes the appointment of Kenneth W. Gorton and Andrew Whitaker as acting Police Lieutenants at yearly salary of $110,788.00 to be paid from budget code 001.3120.100.1100 This resolution shall take effect immediately. Seconded by the Town Board Member ______________________________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Romeo voting _______ Town Board Member Freeman voting _______ Town Supervisor Seeley voting _______ Resolution No. 2020- __________ EXTRACT OF MINUTES OF THE TOWN BOARD MEETING ADOPTING A RESOLUTION AUTHORIZING THE APPOINTMENT OF A MEMBER TO THE TOWN ZONING BOARD OF APPEALS At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th day of October 2020, at 7:00P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member _________ offered the following resolution and moved its adoption: WHEREAS, pursuant to Town Law Section 267(2), the Town Board may appoint members to the Zoning Board of Appeals, and pursuant to Town Law Section 267(8), if a vacancy shall occur the Town Board shall appoint a new member for the unexpired portion of the vacant member’s term; and WHEREAS, there will be a vacancy on the Zoning Board of Appeals effective October 30, 2020; and WHEREAS, the Town Board desires to fill this vacancy by appointing Isaac Elliott to serve immediately thereafter and for the remainder of the term, which expires December 31, 2025. NOW, THEREFORE, BE IT RESOLVED, that the Irondequoit Town Board approves the appointment of: Isaac Elliott to the Zoning Board of Appeals to expire December 31, 2025. This resolution shall take effect immediately upon its adoption. Seconded by the Town Board Member ________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting __________ Town Board Member Perticone voting __________ Town Board Member Romeo voting __________ Town Board Member Freeman voting __________ Town Supervisor Seeley voting __________ Resolution No. 2020-________ EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD AUTHORIZING A SETTLEMENT AGREEMENT WITH ROCHESTER FOOT CARE ASSOCIATES, LLP At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th of October, 2020 at 7:00 P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member _____________________ offered the following resolution and moved its adoption: WHEREAS, a settlement agreement for the Article 7 proceedings brought by ROCHESTER FOOT CARE ASSOCIATES, LLP has been submitted by Amy Jorstad, the Assessor for the Town of Irondequoit, and recommended by Thomas A. Fink, special counsel for the Town of Irondequoit for tax certiorari matters. NOW, THEREFORE, BE IT RESOLVED, that the Town Board of the Town of Irondequoit formally approves a settlement with ROCHESTER FOOT CARE ASSOCIATES, LLP on the following terms: 1. The assessment for ROCHESTER FOOT CARE ASSOCIATES, LLP for the 2019 year shall be reduced from $316,700 to $242,500 for tax parcel 076.14-3-19 (the “Stipulated Reduced Assessment”). 2. Refunds of the taxes paid and collected in excess of the Stipulated Reduced Assessment shall be made, and shall bear no interest if paid within sixty (60) days, as described more fully in the settlement agreement. 3. The provisions of Real Property Tax Law § 727 shall apply to the terms of the settlement for the 2020, 2021 and 2022 tax years, during which the Property shall be assessed based on a fair market value of $250,000. This resolution shall take effect immediately upon its adoption. Seconded by the Town Board Member ____________________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting __________ Town Board Member Perticone voting __________ Town Board Member Romeo voting __________ Town Board Member Freeman voting __________ Town Supervisor Seeley voting __________ 1 STATE OF NEW YORK SUPREME COURT COUNTY OF MONROE In the Matter of the Application of ROCHESTER FOOT CARE ASSOCIATES, LLP, Petitioners, -vs- ASSESSOR OF THE TOWN OF IRONDEQUOIT, AMY JORSTAD, Respondent. STIPULATION OF SETTLEMENT Index No. E2019007161 Tax Year: 2019 Property Address: 490 Titus Avenue. Tax Map No.: 076.14-3-19 WHEREAS, Petitioner, Rochester Foot Care Associates, LLP (“Petitioner”), by and through its attorney, Law Office of Chad M. Hummel, PLLC (Chad M. Hummel, Esq., of counsel), has commenced the above-captioned tax certiorari proceedings (“Proceedings”) under Real Property Tax Law, Article 7 against Respondent, the Assessor for the Town of Irondequoit, Amy Jorstad, (“Town”), represented by their attorneys Davidson Fink, LLP (Thomas A. Fink, Esq., of counsel); and WHEREAS, Petitioner and the Town are collectively referred to as the “Parties,” and WHEREAS, the Parties have engaged in settlement discussions and have agreed to fully resolve their differences without further litigation upon the terms of this Stipulation of Settlement (“Stipulation”); and WHEREAS, the Parties agree that the Proceedings shall be settled based upon the terms set forth in this Stipulation; and 2 NOW, THEREFORE, IT IS HEREBY STIPULATED AND AGREED, by and between the attorneys for the respective Parties herein: 1. The real property at issue in the Proceedings is situated in the Town of Irondequoit and described on the Town’s assessment rolls for the relevant tax years as follows (“Property”): Property Description Tax Parcel No. 490 Titus Avenue 076.14-3-19 Town of Irondequoit, New York 2. The Parties agree the total assessed value of the Property shall be reduced as set forth below: Tax Year Taxable Status Date Tax Parcel Current Assessment Stipulated Reduced Assessment 2019-2020 March 1, 2019 076.14-3-19 $316,700.00 $242,500.00 3. The officials of the County of Monroe, the Town of Irondequoit, the West Irondequoit Central School District, and every other taxing entity, district or municipal corporation having custody of or levying taxes upon the basis of said assessment rolls or any copies thereof, be directed and So Ordered to make or cause to be made on the property books and records the entries and changes necessary to correct said assessment pursuant to Paragraphs 1 and 2 herein. 4. Refunds of the taxes paid and collected in excess of the Stipulated Reduced Assessments shall be made by the County of Monroe, the Town of Irondequoit, the West Irondequoit Central School District, and any other affected taxing entity, without interest, so long as payment is received by Petitioner’s attorney within sixty days (60) from receipt of the Demand for Refund. If payment is not received within said sixty-day period, statutory interest shall be calculated and paid from the respective dates of payment. 3 5. The provisions Real Property Tax Law §727 shall apply to the terms of the settlement for the 2020, 2021 and 2022 tax years only, during which the Property shall be assessed based on a fair market value of $250,000.00. 6. The Parties acknowledge that this Stipulation is entered into for good and valuable consideration and that no costs or allowances shall be awarded to, by or against the Parties. 7. An executed copy of the Stipulation, with Notice of Entry, shall be entered and docketed in the Monroe County Clerk’s Office and be filed among the Assessor’s permanent records. Dated: September_____, 2020 Dated: September_____, 2020 Petitioner Town of Irondequoit By: __________________________ By:_____________________________ Chad M. Hummel, Esq. Thomas A. Fink, Esq. Hummel & Guzierowicz, PLLC Davidson Fink Attorneys for Petitioner Attorneys for Town of Irondequoit 530 Titus Avenue 28 East Main Street, Suite 1700 Rochester, New York 14617 Rochester, New York 14614-1990 Town Tax Refund Calculations -490 Titus Ave -Rochester Foot Care Assessment Roll Year Effective Actual Assessment Actual Taxable Revised Assessment Assessment 2019 January -20 $316,700 $316,700 490 Titus Ave SBL # 076.14-3-19 Property currently being used as a doctor's office $242,500 All Refunds: Revised Taxable Assessment $242,500 Reduction Tax Rate $74,200 $6.17 Town Total: Town $457.81 County $632.18 School $1,987.08 Special Dist. $209.24 Total Refunds: $3,286.32 Refund calculations are estimates only Actual refunds are calculated at each jurisdictional level and may be more precise Prepared 10/13/2020 Refund $457.81 $457.81 Resolution No. 2020- __________ EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION CONCERNING STATE ENVIRONMENTAL QUALITY REVIEW ACT COMPLIANCE IN THE MATTER OF REZONING A PORTION 2590 AND 2662 CULVER ROAD (TAX ID NOS: 092.10-3-2 AND 092.10-3-1) FROM R-1 RESIDENTIAL TO R-5 RESIDENTIAL At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th day of October 2020 at 7:00 P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town WHEREAS, Bergman Associates, acting as agent for Providence Housing, submitted an application for rezoning of parcels of land located at 2590 and 2662 Culver Road (Tax ID Nos: 092.10-3-2 and 092.10-3-1) from R-1 Residential to R-5 Residential (the “Application”), which is an Unlisted Action under the State Environmental Review Act (“SEQRA”); and WHEREAS, the application to Town Board included a short Environmental Assessment Form (“EAF”) with respect to the proposed rezoning; and WHEREAS, the Town Board elected to conduct a coordinated review for the purposes of SEQRA and declared its intent to serve as lead agency pursuant to Resolution 2020-___, and all involved and interested agencies were notified; and WHEREAS, no involved agency objected to the Town’s intent to serve as lead agency; and WHEREAS, the Town Board reviewed the EAF with respect to the rezoning and has considered the potential environmental impacts of rezoning the properties pursuant to the requirements of SEQRA and found that the proposed action will not result in any significant adverse environmental impacts. NOW THEREFORE BE IT RESOLVED, that the Town Board declares itself Lead Agency for the purposes of SEQRA. AND, BE IT FURTHER RESOLVED, that the Town Board adopts a Negative Declaration for the rezoning in the form attached hereto and made a part hereof and determines that no Environmental Impact Statement is required. AND, BE IT FURTHER RESOLVED, that the Town Supervisor shall file the Negative Declaration along with this Resolution with the Town Clerk and forward these documents to any person who requests a copy, maintain the EAF and Negative Declaration in a file regularly accessible to the public. AND, BE IT FURTHER RESOLVED, that the requirements of 6 NYCRR 617 have been met. This resolution shall take effect immediately upon its adoption. Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Freeman voting _______ Town Board Member Romeo voting _______ Town Supervisor Seeley voting _______ Page 1 of 3 Short Environmental Assessment Form Part 1 - Project Information Instructions for Completing Part 1 – Project Information. The applicant or project sponsor is responsible for the completion of Part 1.Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1 – Project and Sponsor Information Name of Action or Project: Project Location (describe, and attach a location map): Brief Description of Proposed Action: Name of Applicant or Sponsor:Telephone: E-Mail: Address: City/PO:State:Zip Code: 1. Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no, continue to question 2. NO YES 2. Does the proposed action require a permit, approval or funding from any other government Agency? If Yes, list agency(s) name and permit or approval: NO YES 3. a. Total acreage of the site of the proposed action? __________ acres b. Total acreage to be physically disturbed? __________ acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? __________ acres Check all land uses that occur on,adjoining near the proposed actio Rural (non-agriculture)ndustrial Commercial Residential (suburban) Forest Agriculture Parkland Providence Housing- Irondequoit Housing Project Near 2590 Culver Road in the Town of Irondequoit, Monroe County, New York The proposed action includes the construction of apartment dwellings on a 10.341-acre parcel near 2590 Culver Road in the Town of Irondequoit, Monroe County, New York. The project proposes building 12 apartment structures that will contain eight (8) units each. Associated parking (192 spaces), driveway, and emergency access road will be necessary is to accommodate visitors, residents, and employees of the complex. Four (4) stormwater retention basins are proposed along the northern border of the parcel. A clubhouse and playground is proposed near the western portion of the parcel. Providence Housing c/o Mark Greisberger 585-529-9557 mark.greisberger@dor.org 1150 Buffalo Road Rochester New York 14624 Approx. 10.3 Approx. 9.3 Approx. 10.3 Page 2 of 3 5. Is the proposed action, a. A permitted use under the zoning regulations? b. Consistent with the adopted comprehensive plan? NO YES N/A 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape?NO YES 7. Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? If Yes, identify: ________________________________________________________________________________ NO YES a. Will the proposed action result in a substantial increase in traffic above present levels? Are public transportation services available at or near the site of the proposed action? Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? NO YES 9. Does the proposed action meet or exceed the state energy code requirements? If the proposed action will exceed requirements, describe design features and technologies: _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 10. Will the proposed action connect to an existing public/private water supply? If No, describe method for providing potable : _________________________________________ _____________________________________________________________________________________________ NO YES 11. Will the proposed action connect to existing wastewater utilities? If No, describe method for providing wastewater treatment: ______________________________________ _____________________________________________________________________________________________ NO YES NO YES . Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain wetlands or other waterbodies regulated by a federal, state or local agency? Would the proposed action physically alter, or encroach into, any existing wetland or waterbody? If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: _____________________ _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES A NYSDEC Class C/ Standard C stream is mapped along the southern portion of the project area. No impacts to any waters of the U.S. are proposed as a result of the project. Page 3 of 3 Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply: Shoreline Forest Agricultural/grasslands Early mid-successional Wetland Urban Suburban 15. Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or Federal government as threatened or endangered?NO YES 16. Is the project site located in the lood plan?NO YES 17. Will the proposed action create storm water discharge, either from point or non-point sources? If Yes, a. Will storm water discharges flow to adjacent properties? b. Will storm water discharges be directed to established conveyance systems (runoff and storm drains)? If Yes, briefly describe: _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 18. Does the proposed action include construction or other activities that result in the impoundment of water or other liquids (e.g. retention pond, waste lagoon, dam)? If Yes, explain purpose and size ____________________________________________________________________________________________ _ NO YES 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste management facility? If Yes, describe: _______________________________________________________________________________ _____________________________________________________________________________________________ NO YES 20.Has the site of the proposed action or an adjoining property been subject of remediation (ongoing completed)for hazardous waste? If Yes, describe: _______________________________________________________________________________ _____________________________________________________________________________________________ NO YES I THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Date: _____________________Applicant/sponsor name:________________________________________________ Signature: _____________________________________________________ Water discharge created by the action will be directed to the four (4) stormwater retention basins along the northern boundary of the parcel. Four (4) stormwater retention basins are proposed along the northern boundary of the parcel. The Get Go Express gas station adjoins the property of the proposed action at 2579 Culver Road, and is subject to ongoing remediation for a gasoline spill (NYSDEC Spill #0751369). Providence Housing c/o Mark Greisberger 09/16/2020 Executive Director PRINT FORM Thursday, September 10, 2020 4:17 PM Disclaimer:The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment form (EAF). Not all questions asked in the EAF are answered by the EAF Mapper. Additional information on any EAF question can be obtained by consulting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to DEC, you may also need to contact local or other data sources in order to obtain data not provided by the Mapper. Digital data is not a substitute for agency determinations. Part 1 / Question 7 [Critical Environmental Area] No Part 1 / Question 12a [National or State Register of Historic Places or State Eligible Sites] No Part 1 / Question 12b [Archeological Sites] No Part 1 / Question 13a [Wetlands or Other Regulated Waterbodies] Yes - Digital mapping information on local and federal wetlands and waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 / Question 15 [Threatened or Endangered Animal] No Part 1 / Question 16 [100 Year Flood Plain] No Part 1 / Question 20 [Remediation Site]No 1Short Environmental Assessment Form - EAF Mapper Summary Report 280 East Broad Street, Suite 200 TEL: 585.232.5135 Rochester, NY 14604 www.bergmannpc.com Providence Housing - Irondequoit Housing Project Short Environmental Assessment Form Part 1 Expanded Narrative Brief Description of Proposed Action The proposed action includes the construction of apartment dwellings on a 10.341-acre parcel near 2590 Culver Road in the Town of Irondequoit, Monroe County, New York. The project proposes building 12 apartment structures that will contain eight (8) units each. Associated parking (192 spaces), driveway, and emergency access road will be necessary is to accommodate visitors, residents, and employees of the complex. Four (4) stormwater retention basins are proposed along the northern border of the parcel. A clubhouse and playground are proposed within the eastern portion of the parcel. 1. Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, administrative rule, or regulation? No; the proposed action will not exclusively involve the legislative adoption of a plan, local law, ordinance, administrative rule, or regulation. However, rezoning is included in the proposed action. 2. Does the proposed action require a permit, approval or funding from any other government Agency? Yes; the proposed action involves approval from the Town of Irondequoit Zoning Board of Appeals to rezone the project parcel from a R-1 to R-5 Residential Zoning district. 3. a. Total acreage of the site of the proposed action? Approximately 10.3 acres b. Total acreage of the site of the proposed action? Approximately 9.3 acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? Approximately 10.3 acres 4. All land uses that occur on, are adjoining or near the proposed action: Urban, Commercial, Residential, and Agricultural. 5. Is the proposed action, a. A permitted use under the zoning regulations: The proposed action is not currently allowed in the R-1 Residential Zoning district. However, the proposed action is a permitted use within a R-5 Residential Zoning district. As mentioned above, the project is proposing rezoning the parcel to from R-1 to R-5 Residential Zoning district. b. Consistent with the adopted comprehensive plan? Yes; the proposed action is consistent with the Town of Irondequoit’s Comprehensive Master Plan as the action will contribute to the Town’s goal of encouraging “a wide range of residential living opportunities for residents of all ages and income levels” and “Strengthen the neighborhood’s visual character, especially in neighborhood commercial areas.” In the Master Plan, the Town of Irondequoit found that apartments, condominiums, and single-family developments would “yield higher than average absorption rates if good marketable sites were available.” PAGE 2 / 4 NATIONAL FIRM. STRONG LOCAL CONNECTIONS. PROVIDENCE HOUSING - IRONDEQUOIT HOUSING PROJECT SHORT EAF EXPANDED NARRATIVE 10.07.2020 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? Yes; the proposed action consistent with the predominant character of the existing built landscape as the area is predominantly consists of residential structures. 7. Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? No; the site of the proposed action is not located in, nor does it adjoin, a state listed Critical Environmental Area. 8. a. Will the proposed action result in a substantial increase in traffic above present levels ? No; the proposed action aims to providing housing that will be accessible to the general public within a location that is currently unmaintained/ abandoned. As such, traffic will likely increase above present levels. However, a Traffic Impact Study was completed by SRF Associates (“SRF”) in August 2020 for the proposed action and included the adjacent parcel northwest of the proposed actin/ project parcel (this adjacent parcel is not included in the proposed action of this EAF). SRF found that with appropriate mitigation measures, including a southbound turning lane and traffic light at the intersection of the proposed driveway and Culver Road, the proposed action will not have a significant impact on traffic in the study area. It may be important to note the NYSDOT will not require a Highway Work permit and has concluded that the proposed project will not require mitigation per NYSDOT guidelines and requirements. b. Are public transportation services available at or near the site of the proposed action ? The Norton & Culver bus stop is a half-mile walk south and the Ridge & Culver bus stop is half-mile walk north of the site of the proposed action. The site is conveniently located directly adjacent to New York State Route 104. c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed action? Yes; sidewalks running parallel to Culver Road are accessible from the site of the proposed action. 9. Does the proposed action meet or exceed the state energy code requirements? Yes; the proposed action meets or exceeds the state energy code requirements. 10. Will the proposed action connect to an existing public/private water supply? Yes; the site of the proposed action will connect to an existing public water supply. Water and sanitary sewer lines exist near the eastern and western boundaries of the site of the proposed action. 11. Will the proposed action connect to existing wastewater utilities? Yes; please see response above. 12. a. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district which is listed on the National or State Register of Historic Places, or that has been determined by the Commissioner of the NYS Office of Parks, Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places. PAGE 3 / 4 NATIONAL FIRM. STRONG LOCAL CONNECTIONS. PROVIDENCE HOUSING - IRONDEQUOIT HOUSING PROJECT SHORT EAF EXPANDED NARRATIVE 10.07.2020 No; the project site does not contain, nor is it substantially contiguous to a building, archaeological site, or district listed on the National or State Register of Historic Places, or that has been determined by the Commissioner of the NYS Office of Parks, Recreation and Historic Preservation (OPRHP) to be eligible for listing on the State Register of Historic Places. On September 11, 2020, a project consultation request was submitted through NYSPO’s Cultural Resource Information System (CRIS) for the parcel associated with the proposed action. A “No Effect” determination was received from OPRHP on September 18, 2020, stating that no historic resources will be impacted by the proposed action. b. Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory? No; no portion of the proposed action is located in or adjacent to an area designated as sensitive for archaeological sites on the SHPO archaeological site inventory. As mentioned, a “No Effect” letter was received by OPRHP for the parcel associated with the proposed action (see attached). 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain wetlands or other waterbodies regulated by a federal, state or local agency? Yes; a Class C/ Standard C stream is mapped by the New York State Department of Environmental Conservation (NYSDEC) near the site of the proposed action. Land adjoining the proposed action contains a wetland and NYSDEC mapped stream. However, it’s important to note that the mapped stream will not require a NYSDEC permit under current rules and regulations, which are subject to change at any time. No impacts to any waters of the U.S. are proposed as a result of the project. A wetland assessment was performed by Bergmann on August 24, 2020 (see attached). A formal delineation was proposed to verify any potential wetlands as non-jurisdictional. b. Would the proposed action physically alter, or encroach into, any existing wetland or waterbody? The proposed action could potentially encroach into the mapped NYSDEC Class C/ Standard C stream. 14. Identify the typical habitat types that occur on or are likely to be found on the project site. Check all that apply: Agricultural/ grasslands, Urban, and Suburban 15. Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or Federal government as threatened or endangered? No; the site of the proposed action does not contain any species of animal, or associated habitats, listed by the State or Federal government as threatened or endangered. 16. Is the project site located in the 100 -year flood plan? No; the site is not located within a 100-year floodplain. 17. Will the proposed action create storm water discharge, either from point or non-point sources? If Yes: a. Will storm water discharges flow to adjacent properties? No; stormwater discharges will not flow to adjacent properties. PAGE 4 / 4 NATIONAL FIRM. STRONG LOCAL CONNECTIONS. PROVIDENCE HOUSING - IRONDEQUOIT HOUSING PROJECT SHORT EAF EXPANDED NARRATIVE 10.07.2020 b. Will storm water discharges be directed to established conveyance systems (runoff and storm drains)? Yes; stormwater discharges will be directed to four (4) stormwater basins that will be located along the northern border of the project site. 18. Does the proposed action include construction or other activities that would result in the impoundment of water or other liquids (e.g., retention pond, waste lagoon, dam)? Yes; the proposed action includes construction that will result in the impoundment of water that will be impounded within the proposed stormwater basins mentioned above. 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste management facility? No; the site of the proposed action or an adjoining property has not been the location of an active or closed solid waste management facility. 20. Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or completed) for hazardous waste? Yes; based on a recent Phase I Environmental Site Assessment completed for the site of the proposed action, there is no knowledge of remediation for hazardous waste on the site of the proposed action. However, the Get Go Express gas station, located at 2579 Culver Road in the Town of Irondequoit, Monroe County, New York, adjoins the site to the west and has been subject to remediation (NYSDEC Spill #0751369). An unknown amount of gasoline was reportedly spilled, effecting soil and groundwater. As it was determined that groundwater flows northeast, monitoring wells were installed on off-site properties to the north and east. It is unknown if monitoring wells associated with this spill were installed on the site of the proposed action. NATIONAL FIRM. STRONG LOCAL CONNECTIONS. ATTACHMENT A TRAFFIC STUDY AND NYSDOT CORRESPONDENCE 50 Wolf Road, Albany, NY 12232 │ www.dot.ny.gov September 10, 2020 Mrs. Amy Dake SRF Associates 3495 Winton Place, Bldg E, Suite 110 Rochester, New York 14623 Re: Affordable Housing/Quicklees Convenience Store & Fuel Station Culver Road near Route 104, Town of Irondequoit, Monroe County Traffic Impact Study Review Dear Mrs. Dake, We have completed our review of the August 2020 Traffic Impact Study for the subject project. Our review was limited to the impacts to NYSDOT owned intersections. This includes the two traffic signals for the offramps from Route 104 to Culver Road. In response, we have the following comments. 1) We agree that there should be minimal impact to the two NYSDOT owned traffic signals as a result of this development. No mitigation to our highway system will be necessary. 2) Given the proximity of the proposed traffic signal at Brookdale Park, we would request that, if installed, the timings should be coordinated with the Route 104 traffic signals to ensure that queues from this new signal do not extend into the existing signals. Since there is no work within the NYSDOT right-of-way, and no mitigation necessary at any of our intersections, a Highway Work Permit will not be required. If there are any changes that require work within the right-of-way please contact us with any updated plans and studies. If there are any questions regarding our review, please contact Mr. Zachary Starke at (585) 272- 3472. Sincerely, Paul J. Spitzer, P.E. Regional Traffic Engineer PJS/ZJS c: B. Penwarden, Monroe County DOT f o r t h e p r o p o s e d Affordable Housing/Quicklees Convenience Store & Fuel Station Culver Road T o w n o f I r o n d e q u o i t M o n r o e C o u n t y , N e w Y o r k August 2020 Project No. 40050 Prepared For: P r o v i d e n c e H o u s i n g D e v e l o p m e n t C o r p o r a t i o n 1 1 5 0 B u f f a l o R o a d R o c h e s t e r , N e w Y o r k 1 4 6 2 4 Prepared By: 3 4 9 5 W i n t o n P l a c e B u i l d i n g E , S u i t e 1 1 0 R o c h e s t e r , N e w Y o r k 1 4 6 2 3 Traffic Impact Study i August 2020 Traffic Impact Study Proposed Affordable Housing & Quicklee’s Development Town of Irondequoit, NY TABLE OF CONTENTS LIST OF TABLES ............................................................................................................................................... i LIST OF FIGURES ............................................................................................................................................. ii LIST OF APPENDICES .................................................................................................................................... ii LIST OF REFERENCES .................................................................................................................................... iii EXECUTIVE SUMMARY ................................................................................................................................. iv I. INTRODUCTION ....................................................................................................................................1 II. LOCATION ................................................................................................................................................1 III. EXISTING HIGHWAY SYSTEM ............................................................................................................1 IV. EXISTING TRAFFIC CONDITIONS ....................................................................................................2 A. Peak Intervals for Analysis ................................................................................................................2 B. Existing Traffic Volume Data ...........................................................................................................2 C. Field Observations .............................................................................................................................2 V. FUTURE AREA DEVELOPMENT AND LOCAL GROWTH .........................................................3 VI. PROPOSED DEVELOPMENT ................................................................................................................3 A. Description ..........................................................................................................................................3 B. Site Traffic Generation ......................................................................................................................3 C. Determination of Multi-use and Pass-by Trips ..............................................................................4 D. Site Traffic Distribution .....................................................................................................................5 VII. FULL DEVELOPMENT VOLUMES ........................................................................................................6 VIII. CAPACITY ANALYSIS .............................................................................................................................6 IX. LEFT-TURN TREATMENT WARRANT INVESTIGATION ....................................................... 10 X. SIGNAL WARRANT ANALYSIS ...................................................................................................... 11 XI. CONCLUSIONS & RECOMMENDATIONS .................................................................................. 13 XII. FIGURES .................................................................................................................................................... 13 ii August 2020 Traffic Impact Study Proposed Affordable Housing & Quicklee’s Development Town of Irondequoit, NY LIST OF TABLES TABLE I EXISTING HIGHWAY SYSTEM ...............................................................................................1 TABLE II SITE GENERATED TRIPS ...........................................................................................................4 TABLE III SITE TRAFFIC VOLUMES AND ADJUSTMENTS ................................................................5 TABLE IV CAPACITY ANALYSIS RESULTS .............................................................................................8 TABLE V TRAFFIC SIGNAL WARRANT SUMMARY ....................................................................... 12 LIST OF FIGURES FIGURE 1 SITE LOCATION & STUDY AREA FIGURE 2 LANE GEOMETRY & AVERAGE DAILY TRAFFIC FIGURE 3A PEAK HOUR VOLUMES – 2020 EXISTING CONDITIONS FIGURE 3B PEAK HOUR VOLUMES – 2020 ADJUSTED BASE CONDITIONS FIGURE 4 PEAK HOUR VOLUMES – 2021 BACKGROUND CONDITIONS FIGURE 5 SITE PLAN FIGURE 6A TRIP DISTRIBUTION – GAS STATION FIGURE 6B TRIP DISTRIBUTION – RESIDENTIAL FIGURE 7A SITE GENERATED TRIPS – GAS STATION FIGURE 7B SITE GENERATED TRIPS – RESIDENTIAL FIGURE 8A PEAK HOUR VOLUMES – FULL BUILD CONDITIONS GAS STATION FIGURE 8B PEAK HOUR VOLUMES – FULL BUILD CONDITIONS RESIDENTIAL FIGURE 8C PEAK HOUR VOLUMES – FULL BUILD CONDITIONS LIST OF APPENDICES A1. COLLECTED TRAFFIC VOLUME DATA A2. MISCELLANEOUS TRAFFIC DATA AND CALCULATIONS A3. LOS CRITERIA/DEFINITIONS A4. LEVEL OF SERVICE CALCULATIONS – 2020 ADJUSTED BASE CONDITIONS A5. LEVEL OF SERVICE CALCULATIONS – 2021 BACKGROUND CONDITIONS iii August 2020 Traffic Impact Study Proposed Affordable Housing & Quicklee’s Development Town of Irondequoit, NY A6. LEVEL OF SERVICE CALCULATIONS – FULL DEVELOPMENT CONDITIONS QUICKLEE’S ONLY A7. LEVEL OF SERVICE CALCULATIONS – FULL DEVELOPMENT CONDITIONS RESIDENTIAL ONLY A8. LEVEL OF SERVICE CALCULATIONS – COMBINED FULL BUILD CONDITIONS A9. LEVEL OF SERVICE CALCULATIONS – FULL DEVELOPMENT CONDITIONS W/MITIGATION QUICKLEE’S ONLY A10. LEVEL OF SERVICE CALCULATIONS – FULL DEVELOPMENT CONDITIONS W/MITIGATION RESIDENTIAL ONLY A11. LEVEL OF SERVICE CALCULATIONS – COMBINED FULL BUILD CONDITIONS W/MITIGATION LIST OF REFERENCES 1. Highway Capacity Manual, Sixth Edition. Transportation Research Board. National Research Council, Washington, DC. 2016. 2. New York State Department of Transportation (NYSDOT) Traffic Data Viewer. 2020. Retrieved from https://www.dot.ny.gov/tdv. 3. Trip Generation, Tenth Edition. Institute of Transportation Engineers. Washington, DC. 2017. 4. Trip Generation Handbook, 3rd Edition. Institute of Transportation Engineers. Washington, DC. 2017. 5. Manual on Uniform Traffic Control Devices for Street and Highways (MUTCD). Federal Highway Administration. 2009. 6. NCHRP Report 279, Intersection Channelization Design Guide. Transportation Research Board. 1985. iv August 2020 Traffic Impact Study Proposed Affordable Housing & Quicklee’s Development Town of Irondequoit, NY EXECUTIVE SUMMARY OVERVIEW The purpose of this report is to identify and evaluate the potential traffic impacts associated with the proposed Affordable Housing and Quicklees Development in the Town of Irondequoit, Monroe County, New York. The operating characteristics of the proposed access point and impacts to the adjacent roadway network are identified and mitigating measures, if any, are provided to minimize capacity or safety concerns. In an effort to define traffic impact, this analysis establishes 2020 existing base traffic conditions, projects background traffic flow including area growth and/or additional traffic resulting from new development in the area, and determines the traffic operations that would result from three potential development scenarios. For analysis purposes in this report, three development scenarios are evaluated: 1. Quicklee’s site development only, 2. Affordable Housing development only, 3. Combined full build of both Quicklee’s and the Affordable Housing developments. The proposed development will demolish the existing Wambach’s Garden Center and construct: 96 units of affordable housing within 12 apartment buildings Quicklee’s Convenience Store (5,200± SF) with 5 gas pumps and a two-tunnel automatic car wash Access to the Project Site will be provided via one (1) new driveway connecting to Culver Road opposite Brookdale Park. Construction of the proposed development is anticipated to be completed within one year. Town of Irondequoit officials were contacted to discuss projects within the study area that are under construction and/or approved. Traffic related to the Irondequoit Senior Housing development was considered in determining background traffic volumes. To account for normal increases in background traffic growth including the Irondequoit Senior Housing development, as well as any other unforeseen developments in the project study area, a growth rate of one percent (1%) per year has been applied to the base traffic volumes. This growth rate is based upon historical traffic growth derived from NYSDOT traffic volume data for the area as well as consideration of the approved projects previously mentioned and direction from MCDOT regarding local growth rates. CONCLUSIONS & RECOMMENDATIONS This study evaluates the potential traffic impacts resulting from the Quicklee’s and Affordable Housing Development. This study also provides the Town of Irondequoit and other governmental agencies with detailed information providing a hard look at potential traffic impacts for the purpose of the environmental review of the proposed mixed-use project pursuant to the State Environmental Quality Review Act (“SEQRA”). v August 2020 Traffic Impact Study Proposed Affordable Housing & Quicklee’s Development Town of Irondequoit, NY Based upon the analyses, the results indicate that the proposed projects will not have significant adverse traffic impacts on the existing roadway network with the recommended mitigation measures in place. The following sets forth conclusions and recommendations based upon the results of the analyses: 1. The proposed development is expected to generate approximately 213 entering/179 exiting vehicle trips during the weekday AM peak hour and 236 entering/236 exiting vehicle trips during the weekday PM peak hour. Not all these driveway volumes are new, but instead a portion of the proposed volume is reduced taking into account multi-use trips and pass-by credits. Thus, the proposed site is expected to generate approximately 124 entering/86 exiting primary new vehicle trips during the weekday AM peak hour and 99 entering/99 exiting primary new vehicle trips during the weekday PM peak hour. 2. The combination of projected southbound traffic volumes (shown in Figures 8A, 8B, and 8C) turning left from Culver Road onto the site driveway indicate warrants for left-turn treatment are met during the weekday AM and PM peak hours under all three development scenarios. A southbound left turn lane should be installed on Culver Road with construction of the site driveway. 3. Signal Warrants 1 and 2 are met as a result of both the Quicklee’s Only and Combined Full Build scenarios. Given the projected operating conditions under each scenario, a signal is recommended at the Culver Rd/Brookdale Park intersection if the Quicklee’s development is approved and constructed. 4. The proposed mixed-use project will not result in any potentially significant adverse traffic impacts to the study area intersections with the recommended mitigation measures in place. 1 August 2020 Traffic Impact Study Proposed Affordable Housing & Quicklee’s Development Town of Irondequoit, NY I. INTRODUCTION The purpose of this report is to identify the potential traffic impacts associated with the proposed Affordable Housing and Quicklees Development in the Town of Irondequoit, Monroe County, New York. The operating characteristics of the proposed access point and impacts to the adjacent roadway network are identified and mitigating measures, if any, are provided to minimize capacity or safety concerns. In an effort to define traffic impact, this analysis establishes 2020 existing base traffic conditions, projects background traffic flow including area growth and/or additional traffic resulting from new development in the area, and determines the traffic operations that would result from full development of the proposed projects. II. LOCATION The proposed project site is located along the east side of Culver Road on the site of the former Wambach’s Garden Center, south of NY Route 104, in the Town of Irondequoit, Monroe County, New York. Surrounding the proposed development is NY Route 104 to the north, residential development and a senior living facility to the east, residential development to the south, and a Culver Road and commercial development along the Culver Road frontage to the west. Land uses in the vicinity of the project site include residential, office, medical, and fuel station uses. The study area consists of the following existing intersections: Culver Road/Brookdale Park Culver Road/NY Route 104 EB Ramps Culver Road/NY Route 104 WB Ramps The site location and study area are shown in Figure 1 (all figures are included at the end of the report). III. EXISTING HIGHWAY SYSTEM The following information outlined in Table I provides a description of the existing roadway network within the project study area. TABLE I: EXISTING HIGHWAY SYSTEM ROADWAY ROUTE1 FUNC. CLASS2 JURIS.3 SPEED LIMIT4 # OF TRAVEL LANES5 TRAVEL PATTERN/ DIRECTION EST. AADT6 AADT SOURCE7 Culver Road (from Norton Road to Ridge Road) CR 120 Minor Arterial MCDOT 30 4 Two-way/ North-South 8,705 NYSDOT (2019) Notes: 1. “CR” = County Route. 2. State Functional Classification of Roadway: Urban. 3. Jurisdiction: “MCDOT” = Monroe County Department of Transportation. 4. Posted or Statewide Limit in Miles per Hour (MPH). 2 August 2020 Traffic Impact Study Proposed Affordable Housing & Quicklee’s Development Town of Irondequoit, NY 5. Excludes turning/auxiliary lanes developed at intersections. 6. Estimated Annual Average Daily Traffic (AADT) in Vehicles per Day (vpd). 7. “NYSDOT” = New York Department of Transportation. Source (Year). Obtained volumes represent the most recent available data. Figure 2 illustrates the lane geometry at each of the study intersections and the AADT/ADT volumes on the study roadways. IV. EXISTING TRAFFIC CONDITIONS A. Peak Intervals for Analysis Given the functional characteristics of the land uses proposed for the Project Site (residential, convenience store with gas and car wash), the peak hours selected for analysis are the weekday commuter AM and PM peaks. The combination of site traffic and adjacent through traffic produces the greatest demand during these time periods. B. Existing Traffic Volume Data Turning movement traffic counts were collected on Tuesday, July 28th and Wednesday July 29th, 2020 by SRF Associates at the study intersections described in Section II. Traffic counts were conducted between 7:00-9:00 AM and 4:00-6:00 PM. The peak hour traffic periods generally occurred between 7:30-8:30 AM and 4:45-5:45 PM. No historical turning movement count data was available at the study intersections. The unadjusted 2020 weekday AM and PM peak hour volumes are reflected in Figure 3A. All turning movement count data was collected on a typical weekday. It is noted, however, that traffic volumes are currently lower than normal as a result of business restrictions resulting from COVID-19. The collected traffic volumes were reviewed to confirm the accuracy and relative balance of the collective traffic counts. Traffic volumes were compared to 2019 traffic data collected on Culver Road by the New York State Department of Transportation (NYSDOT) and adjusted to reflect 2020 traffic conditions by increasing the collected traffic volumes. The collected traffic volumes were generally found to be approximately 25% lower during the AM peak hour and approximately 10% lower during the PM peak hour based upon comparison to the 2019 data. The 2020 weekday AM and PM peak hour base volumes used for analysis purposes in this study are reflected in Figure 3B. C. Field Observations Signal timing information was obtained from the Monroe County Department of Transportation (MCDOT) Synchro model at the signalized intersections. The following field observations were noted during data collection at the Culver Rd/Brookdale Park intersection: The Eastwest Gas Station parking lot was consistently used to make u-turns; Approximately 30-40% of drivers making a SB right onto Brookdale Park tuned into the Eastwest Gas Station (avoiding and not using the gas station driveway on Culver Rd); 3 August 2020 Traffic Impact Study Proposed Affordable Housing & Quicklee’s Development Town of Irondequoit, NY Northbound queues extended from the NY Route 104 EB Ramps intersection and occasionally blocked the Brookdale Park intersection during the PM peak hour. This also occurred on a few occasions during the AM peak hour. V. FUTURE AREA DEVELOPMENT AND LOCAL GROWTH Construction of the proposed development is anticipated to be completed within one year. Town of Irondequoit officials were contacted to discuss projects within the study area that are under construction and/or approved. Traffic related to the Irondequoit Senior Housing development was considered in determining background traffic volumes. To account for normal increases in background traffic growth including the Irondequoit Senior Housing development, as well as any other unforeseen developments in the project study area, a growth rate of one percent (1%) per year has been applied to the base traffic volumes. This growth rate is based upon historical traffic growth derived from NYSDOT traffic volume data for the area as well as consideration of the approved projects previously mentioned and direction from MCDOT regarding local growth rates. The 2021 background traffic volumes are depicted in Figure 4 for the build out time period. VI. PROPOSED DEVELOPMENT A. Description The proposed development will demolish the existing Wambach’s Garden Center and construct: 96 units of affordable housing within 12 apartment buildings Quicklee’s Convenience Store (5,200± SF) with 5 gas pumps and a two-tunnel automatic car wash Access to the Project Site will be provided via one (1) new driveway connecting to Culver Road opposite Brookdale Park. For analysis purposes in this report, three development scenarios are evaluated: 4. Quicklee’s site development only, 5. Affordable Housing development only, 6. Combined full build of both Quicklee’s and the Affordable Housing developments. B. Site Traffic Generation The volume of traffic generated by a site is dependent on the intended land use and size of the development. Trip generation is an estimate of the number of trips generated by a specific building or land use. These trips represent the volume of traffic entering and exiting the development. Trip Generation, 10th Edition is used as a reference for this information. Data published by the ITE is the nationally accepted standard for generating trips for new uses. The trip rate for the peak hour of the generator may or may not coincide in time or volume with the trip rate for the peak hour of adjacent street traffic. Volumes generated during the peak hour of adjacent street traffic, in this case, the weekday AM and PM peaks, represent a more critical volume when analyzing the capacity 4 August 2020 Traffic Impact Study Proposed Affordable Housing & Quicklee’s Development Town of Irondequoit, NY of the system; those intervals will provide the basis of this analysis. All trip generation information has been included in the appendix. Table II summarizes the volume of projected site trips during the weekday AM and PM peak hours. T A B L E I I S I T E G E N E R A T E D T R I P S DESCRIPTION ITE LUC SIZE/ UNITS AM PEAK HOUR PM PEAK HOUR ENTER EXIT ENTER EXIT Affordable Housing 223 96 units 69 29 30 30 Convenience Market with Gasoline 853 5,200 SF 106 106 128 128 Automated Car-Wash 948 2 Tunnels 38 44 78 78 Notes: 1. “ITE LUC” = ITE Land Use Code. C. Determination of Multi-use and Pass-by Trips The combination of “multi-use” and “pass-by” trips has the net result of reducing the volume of new traffic that is added to the site driveways and/or adjacent roadways. In the case of the proposed affordable housing and Quicklee’s Development, there will be both “multi-use” and “pass-by” trips associated with the new land uses on the site. Inherent in the trip generation estimate for the proposed development, is the “multi-use” traffic component of traffic entering and exiting the site. According to the Institute of Transportation Engineers, Trip Generation Handbook, 2017, “…a mixed-use development is typically a single real-estate project that consists of land uses corresponding to two or more ITE land use types between which trips can be made without using the off-site road system. Because of the complementary nature of these land uses, some trips are made among the on-site uses. This capture of trips internal to the site has the net effect of reducing vehicle trip generation between the overall development site and the external street system (compared to the total number of trips generated by comparable land uses developed individually on stand-alone sites).” “In some mixed-use developments, these internal trips can be made either by walking or by vehicles using internal roadways without using external streets.” The ITE Trip Generation Handbook indicates internal capture rates for trips within a multi-use development to vary between residential and retail/service-oriented uses during the AM and PM peak hours. Given the area in which this site is located, the proposed residential and service components, and interconnection between adjacent parcels, multi-use (or multiple purpose) trips are likely to occur. Therefore, it is estimated, based on methods in the ITE Trip Generation Handbook that a conservative 5% reduction in the convenience market and car wash trip generation for the site will occur during the AM and PM peak hours of analysis (i.e. it is assumed that 5% of the trips generated by the convenience market and car wash will travel to/from the residential uses on the site). 5 August 2020 Traffic Impact Study Proposed Affordable Housing & Quicklee’s Development Town of Irondequoit, NY In addition, for certain types of developments, the total number of trips generated is different from the amount of new traffic added to the adjacent highway network by the generator. Service- oriented developments (such as convenience stores, gas stations, shopping centers, discount stores, restaurants, service stations, retail storefronts, and supermarkets) often locate adjacent to busy streets in order to attract the motorists already passing the site on the adjacent street. These sites attract a portion of their trips from traffic passing the site. The “pass-by” traffic refers to the amount of existing traffic already on the roadway adjacent to the site that, as it “passes by” the site, will enter the site driveways to patronize the project site. ITE data indicates that pass-by rates for convenience store uses can vary from 60% to 65% during both the AM and PM peak hours. Given the nature of the surrounding area and considering the location of the site along Culver Road (which is a moderately traveled commuter route), pass-by rates of 60%(65%) were used for the convenience store and car wash land uses during the AM(PM) peak periods respectively. Table II shows the total site generated trips, multi-use trips, pass-by trips, and resulting primary trips that are added to the existing highway system for full development of the project. T A B L E I I I S I T E T R A F F I C V O L U M E S A N D A D J U S T M E N T S DESCRIPTION ITE LUC SIZE/ UNITS AM PEAK HOUR PM PEAK HOUR ENTER EXIT ENTER EXIT Affordable Housing 223 96 units 69 29 30 30 Convenience Market with Gasoline 853 5,200 SF 106 106 128 128 Automated Car-Wash 948 2 Tunnels 38 44 78 78 Multi-use Trips (5%)* -7 -7 -10 -10 Full Build Total Driveway Trips 206 172 226 226 Pass-by Trips 60%(65%) -82 -86 -127 -127 Total Site Trips 124 86 99 99 * Multi-use and Pass-by trips applied to Convenience Market and Car Wash trips only. The proposed development is expected to generate approximately 213 entering/179 exiting vehicle trips during the weekday AM peak hour and 236 entering/236 exiting vehicle trips during the weekday PM peak hour. Not all these driveway volumes are new, but instead a portion of the proposed volume is reduced taking into account multi-use trips and pass-by credits. Thus, the proposed site is expected to generate approximately 124 entering/86 exiting primary new vehicle trips during the weekday AM peak hour and 99 entering/99 exiting primary new vehicle trips during the weekday PM peak hour. Detailed trip generation calculations are included in the Appendix. D. Site Traffic Distribution The cumulative effect of site traffic on the transportation network is dependent on the origins and destinations of that traffic and the location of the access drive serving the Project Site. The proposed arrival/departure distribution of traffic to be generated at this site is considered a function of several parameters, including the following: 6 August 2020 Traffic Impact Study Proposed Affordable Housing & Quicklee’s Development Town of Irondequoit, NY Employment centers in the local area and region; Population centers in the local area and region; Proximity and access to NY Route 104; Site access drive location and internal roadway circulation; Existing highway network; Existing traffic patterns; and Existing traffic conditions and controls Based on these parameters, Figures 6A and 6B show the anticipated trip distribution patterns for the proposed Quicklee’s and affordable housing developments. Figures 7A and 7B illustrate the peak hour of site-generated traffic based on those percentages for the proposed developments. VII. FULL DEVELOPMENT VOLUMES The projected design hour traffic volumes were developed for the weekday AM and PM peak hours by combining the future background traffic conditions (Figure 4), and projected site generated trips for the proposed development (Figures 7A and 7B) to yield the total traffic conditions expected for the Quicklee’s and affordable housing developments. Figures 8A, 8B, and 8C illustrate the total weekday AM and PM peak hour volumes anticipated for the proposed project under the various development scenarios. VIII. CAPACITY ANALYSIS Capacity analysis is a technique used for determining a measure of effectiveness for a section of roadway and/or intersection based on the number of vehicles during a specific time period. The measure of effectiveness used for the capacity analysis is referred to as a Level of Service (LOS). Levels of Service are calculated to provide an indication of the amount of delay that a motorist experiences while traveling along a roadway or through an intersection. Since the most amount of delay to motorists usually occurs at intersections, capacity analysis typically focuses on intersections, as opposed to highway segments. Six Levels of Service are defined for analysis purposes. They are assigned letter designations, from "A" to "F", with LOS "A" representing the best conditions and LOS "F" the worst. Suggested ranges of service capacity and an explanation of Levels of Service are included in the Appendix. The standard procedure for capacity analysis of signalized and un-signalized intersections is outlined in the Highway Capacity Manual (HCM 2016) published by the Transportation Research Board. Traffic analysis software, Synchro 10, which is based on procedures and methodologies contained in the HCM, was used to analyze operating conditions at study area intersections. The procedure yields a Level of Service (LOS) based on the HCM as an indicator of how well intersections operate. 2020 Existing base and 2021 background operating conditions during the peak study periods are evaluated to determine a basis for comparison with the projected future conditions. The future 7 August 2020 Traffic Impact Study Proposed Affordable Housing & Quicklee’s Development Town of Irondequoit, NY traffic conditions generated by the proposed development under the three development scenarios described above were analyzed to assess the operations of the intersections in the study area. Capacity results for existing, background, and the various development scenario conditions are listed in Table III. The discussion following the table summarizes capacity conditions. All capacity analysis calculations are included in the Appendices. Traffic Impact Study Proposed Affordable Housing Quicklee's Development TABLE IV: CAPACITY ANALYSIS RESULTS Town of Irondequoit, NY Culver Road / NY 104 WB (S) WB thru/left - NY 104 WB C 32.0 D 44.6 C 32.0 D 44.2 C 31.7 D 44.0 C 31.7 D 44.1 C 31.5 D 44.1 WB right - NY 104 WB A 8.0 C 22.2 A 8.0 C 23.0 A 7.8 C 24.8 A 7.8 C 23.9 A 7.7 C 23.9 NB left - Culver Road A 6.6 B 17.3 A 7.0 B 18.5 A 8.3 C 21.8 A 8.5 C 20.5 A 9.8 C 20.5 NB thru - Culver Road A 1.2 A 2.3 A 1.2 A 2.4 A 1.2 A 2.7 A 1.2 A 2.6 A 1.3 A 2.6 SB - Culver Road B 19.1 C 28.7 B 19.3 C 29.4 B 19.9 C 31.2 B 20.0 C 30.4 C 20.6 C 30.4 Overall LOS B 13.2 B 19.0 B 13.3 B 19.5 B 13.6 C 20.9 B 13.8 C 20.3 B 14.1 C 20.3 Culver Road / NY 104 EB (S) EB left - NY 104 EB C 33.5 D 47.8 C 33.5 D 47.6 C 33.3 D 46.5 C 33.5 D 47.0 C 33.3 D 47.0 EB thru/left - NY 104 EB C 33.6 D 47.6 C 33.6 D 47.5 C 33.3 D 46.4 C 33.6 D 46.9 C 33.3 D 46.9 EB right - 104 NY EB A 8.2 A 8.8 A 8.1 A 8.8 A 8.0 A 8.6 A 8.1 A 8.7 A 8.0 A 8.7 NB - Culver Road C 20.5 C 32.0 C 20.6 C 32.3 C 21.3 C 34.0 C 21.5 C 33.4 C 22.2 C 33.4 SB Left - Culver Road A 5.7 B 18.3 A 5.8 B 18.7 A 6.5 B 19.8 A 6.7 B 19.4 A 7.3 B 19.4 SB thru - Culver Road A 0.8 A 0.6 A 0.8 A 0.6 A 0.8 A 0.6 A 0.8 A 0.6 A 0.9 A 0.6 Overall LOS B 12.6 C 22.0 B 12.6 C 22.2 B 13.0 C 22.7 B 13.1 C 22.6 B 13.4 C 22.6 Culver Road / Brookdale Park & Proposed Driveway (U) EB - Brookdale Park C 16.7 D 31.0 C 16.9 D 31.8 D 28.4 F 125.3 C 24.8 F 50.8 E 40.2 F 192.8 WB - Proposed Driveway - - - - - - - - D 33.9 F * C 15.3 C 21.7 F 70.4 F * WB thru/left - Proposed Driveway - - - - - - - - - - - - - - - - - - - - WB right - Proposed Driveway - - - - - - - - - - - - - - - - - - - - NB thru/left - Culver Road A 8.6 A 9.7 A 8.6 A 9.7 A 8.5 A 9.5 A 8.6 A 9.7 A 8.5 A 9.5 NB thru/right - Culver Road A 0.1 A 0.2 A 0.1 A 0.2 A 0.1 A 0.2 A 0.1 A 0.2 A 0.1 A 0.2 SB thru/left - Culver Road - - - - - - - - A 9.0 B 10.3 A 8.9 A 9.7 A 9.4 B 10.6 SB thru/right - Culver Road - - - - - - - - A 0.4 A 1.0 A 0.3 A 0.2 A 0.6 A 1.2 Overall LOS - - - - - - - - - - - - - - - - - - - - NOTES: 1. A(2.8) = Level of Service (Delay in seconds per vehicle) 2. (S) = Signalized, (U) = Unsignalized 3. N/A = Approach does not exist and/or was not analyzed during this condition 4. F(*) = Delay greater than 200 seconds per vehicle GAS STATION ONLY CONDITIONS AM PM INTERSECTION AM PM 2020 EXISITING CONDITIONS 2021 BACKGROUND CONDITIONS AM PM COMBINED FULL BUILD CONDITIONS AM PM RESIDENTIAL ONLY CONDITIONS AM PM August 2020 Traffic Impact Study Proposed Affordable Housing Quicklee's Development TABLE IV: CAPACITY ANALYSIS RESULTS Town of Irondequoit, NY Culver Road / NY 104 WB (S) WB thru/left - NY 104 WB WB right - NY 104 WB NB left - Culver Road NB thru - Culver Road SB - Culver Road Overall LOS Culver Road / NY 104 EB (S) EB left - NY 104 EB EB thru/left - NY 104 EB EB right - 104 NY EB NB - Culver Road SB Left - Culver Road SB thru - Culver Road Overall LOS Culver Road / Brookdale Park & P EB - Brookdale Park WB - Proposed Driveway WB thru/left - Proposed Driveway WB right - Proposed Driveway NB thru/left - Culver Road NB thru/right - Culver Road SB thru/left - Culver Road SB thru/right - Culver Road Overall LOS NOTES: 1. A(2.8) = Level of Service (Dela 2. (S) = Signalized, (U) = Unsignal 3. N/A = Approach does not exis 4. F(*) = Delay greater than 200 s INTERSECTION A 8.1 B 11.9 C 24.3 E 48.2 B 13.1 B 10.1 - - - - B 15.2 C 21.2 - - - - A 9.4 B 15.7 - - - - B 17.4 B 13.0 A 4.0 A 5.3 - - - - A 5.5 A 4.6 A 5.6 A 5.7 A 8.6 A 9.7 A 5.8 A 5.4 A 5.0 A 6.4 A 0.1 A 0.2 A 6.4 A 5.8 A 6.7 A 9.1 A 8.9 A 9.7 B 10.2 A 9.0 A 5.0 A 6.2 A 0.3 A 0.2 A 6.2 A 5.8 A 5.4 A 7.0 - - - -A 7.2 A 6.5 * Mitigation includes a southbound left turn lane only ** Mitigation includes a southbound left turn lane and a new traffic signal NA NA NA NA NA NA GAS STATION ONLY CONDITIONS W/MITIGATION** RESIDENTIAL ONLY CONDITIONS W/MITIGATION* COMBINED FULL BUILD CONDITIONS W/MITIGATION** AM PM AM PM AM PM August 2020 10 August 2020 Traffic Impact Study Proposed Affordable Housing & Quicklee’s Development Town of Irondequoit, NY Culver Rd/NY Route 104 WB Ramps All approaches operate at LOS “D” or better during the AM and PM peak hours under all conditions The northbound left turn movement is projected to change from LOS “B” to “C” between background and full development conditions during the PM peak hour. In addition, the southbound Culver Road approach is projected to change from LOS “B” to “C” between background and full development conditions during the AM peak hour. Both of these changes are the result of borderline conditions; i.e. the threshold between LOS “B” and “C” is 20 seconds per vehicle and the actual increases in delay do not exceed 3.3 seconds per vehicle. No other changes in LOS are projected as a result of the development. The existing traffic signal is fully actuated and will automatically adjust, within the set parameters, to accommodate the additional traffic. No mitigation is warranted or recommended at this intersection as a result of the proposed development. Culver Rd/NY Route 104 EB Ramps All approaches operate at LOS “D” or better during the AM and PM peak hours under all conditions. No changes in LOS are projected as a result of the development. No mitigation is warranted or recommended at this intersection as a result of the proposed development. Culver Road/Brookdale Park-Proposed Site Driveway All approaches operate at LOS “C”(“D”) or better during the AM(PM) peak hours under the existing base and background conditions. The addition of the proposed site driveway results in poor levels of service under all three scenarios. The signal warrant analysis indicates that warrants are met under the Quicklee’s Only and Combined Full Build scenarios. A left turn lane is warranted in all three scenarios. If the Affordable Housing is the only project to move forward, a southbound left turn lane should be installed. The intersection can operate satisfactorily without a traffic signal; Brookdale Park would decrease to LOS “E” in this scenario. If Quicklee’s is constructed by itself or combined with the Affordable Housing development, both a southbound left turn lane and new traffic signal are required for mitigation. With a signal in place, the intersection will operate at LOS “B” or better on all approaches during both peak hours. IX. LEFT-TURN TREATMENT WARRANT INVESTIGATION Volume warrants for left-turn treatments along Culver Road at Brookdale Park were investigated using the Transportation Board’s NCHRP Report 279, Intersection Channelization Design Guide, 1985. Provisions for left-turn lane facilities should be established where traffic volumes are high enough and safety considerations are enough to warrant the additional lane. This investigation analyzes warrants during the weekday AM and PM peak hours for the Culver Road/Brookdale Park intersection under the three development scenarios analyzed in this report. The combination of projected southbound traffic volumes (shown in Figures 8A, 8B, and 8C) turning left from Culver Road onto the site driveway indicate warrants for left-turn treatment are met during the weekday AM and PM peak hours under all three development scenarios. A southbound left turn lane should be installed on Culver Road with construction of the site driveway. 11 August 2020 Traffic Impact Study Proposed Affordable Housing & Quicklee’s Development Town of Irondequoit, NY X. SIGNAL WARRANT ANALYSIS A traffic signal warrant analysis was completed at the existing Culver Road/Brookdale Park intersection. The need for a traffic signal is determined by comprehensive investigation of existing and projected traffic conditions and physical characteristics at the location. The Standard Specifications Update for the adoption of the National MUTCD (FHWA) and the New York State Supplement were reviewed to investigate the need for a traffic control signal at this location. There are nine (9) warrants and they are as follows: Warrant 1 Eight-Hour vehicular volume Warrant 2 Four-Hour vehicular volume Warrant 3 Peak Hour Warrant 4 Pedestrian Volume Warrant 5 School Crossing Warrant 6 Coordinated Signal System Warrant 7 Crash Experience Warrant 8 Roadway Network Warrant 9 Intersection Near a Grade Crossing Detailed signal warrant calculations are included in the Appendix. Prior to applying warrants, the MUTCD suggests consideration of the effects of right-turn volumes on the minor street approach, and a reduction taken in the number of right turning vehicles, where appropriate. A certain number of right-turn vehicles will execute a right-turn on the red indication without actuating a traffic signal (if one were in place). For purposes of this analysis and to be conservative in determining if a signal may be needed, a 20% reduction in the right turn volume of traffic exiting the proposed site is taken for right turn on red. The posted speed limit on Culver Rd is 30 MPH and Grand Island Blvd is 45 MPH and therefore, 70 percent thresholds in Table 4C-1, Figure 4C- 2 and Figure 4C-4 are not applicable. Warrant 1 is subdivided into Condition A and Condition B. The Minimum Vehicular Volume, Condition A, is intended for application at locations where a large volume of intersecting traffic is the principal reason to consider installing a traffic control signal. The Interruption of Continuous Traffic, Condition B, is intended for application at locations where Condition A is not satisfied and where the traffic volume on a major street is so heavy that traffic on a minor intersecting street suffers excessive delay or conflict in entering or crossing the major street. These conditions are satisfied when, for each of any eight hours of an average day, anticipated volumes on the artery and side road are in excess of the minimum values presented in Tables 4C-1 in the MUTCD. Condition A is not met under any of the three development scenarios; Condition B is met for more than eight hours under the Quicklee’s only and combined full build conditions. Warrant 2, the Four-Hour Vehicular Volume signal warrant conditions, are intended to be applied where the volume of intersecting traffic is the principal reason to consider installing a traffic control signal. This warrant stipulates that for any four hours of a day, minimum threshold volumes are met on the artery and side road. This warrant is met for more than eight hours under the Quicklee’s only and combined full build conditions. Warrant 3 is intended for application where minor street traffic suffers undue delay in entering or crossing the major street for one hour of the day. It stipulates that the warrant shall be applied in unusual cases (high-occupancy vehicle facilities – i.e., shopping centers) where a large number 12 August 2020 Traffic Impact Study Proposed Affordable Housing & Quicklee’s Development Town of Irondequoit, NY of vehicles discharge over a short period of time. Based on the proposed development, this warrant is not applicable. Warrant 4 is met when pedestrians experience excessive delay in crossing the major street (Culver Road) because the traffic volumes are so heavy. Observations indicate pedestrian crossing volumes are relatively low at location. Warrant 5 is met when a sufficient number of gaps in traffic do not exist for certain size and frequency of school children to cross the major roadway. Based on the proposed condition, this warrant is not applicable at these locations and is not met. Warrant 6 is met when a traffic signal is needed to maintain progressive movement and vehicle platooning in a coordinated signal system. These intersections are not located near any coordinated signal systems therefore this warrant is not met. Warrant 7 is met when the severity, frequency, and types of crashes are such that it is a condition susceptible to correction by a traffic signal. Crash history has not been evaluated at this location. Warrant 8 is met when a traffic signal might encourage concentration and organization of traffic flow on a roadway network. This warrant primarily focuses on two major intersecting roadways, which is not the case at the study intersections. Therefore, this warrant is not met. Warrant 9 is applicable when an intersection is located near an at-grade rail crossing. This warrant is not applicable at these locations. T A B L E V TRAFFIC SIGNAL WARRANT SUMMARY WARRANT # DESCRIPTION QUICKLEE’S ONLY AFFORDABLE HOUSING ONLY COMBINED FULL BUILD 1 Eight-Hour vehicular volume MET NOT MET MET 2 Four-Hour vehicular volume MET NOT MET MET 3 Peak Hour NA NA NA 4 Pedestrian Volume NOT MET NOT MET NOT MET 5 School Crossing NA NA NA 6 Coordinated Signal System NOT MET NOT MET NOT MET 7 Crash Experience NOT MET NOT MET NOT MET 8 Roadway Network NOT MET NOT MET NOT MET 9 Intersection Near a Grade Crossing NA NA NA Table IV summarizes each warrant and the results of the investigation. Warrants 1 and 2 are met as a result of both the Quicklee’s Only and Combined Full Build scenarios. Given the 13 August 2020 Traffic Impact Study Proposed Affordable Housing & Quicklee’s Development Town of Irondequoit, NY projected operating conditions under each scenario, a signal is recommended at the Culver Rd/Brookdale Park intersection if the Quicklee’s development is approved and constructed. XI. CONCLUSIONS & RECOMMENDATIONS This study evaluates the potential traffic impacts resulting from the Quicklee’s and Affordable Housing Development. This study also provides the Town of Irondequoit and other governmental agencies with detailed information providing a hard look at potential traffic impacts for the purpose of the environmental review of the proposed mixed-use project pursuant to the State Environmental Quality Review Act (“SEQRA”). Based upon the analyses, the results indicate that the proposed projects will not have significant adverse traffic impacts on the existing roadway network with the recommended mitigation measures in place. The following sets forth conclusions and recommendations based upon the results of the analyses: 1. The proposed development is expected to generate approximately 213 entering/179 exiting vehicle trips during the weekday AM peak hour and 236 entering/236 exiting vehicle trips during the weekday PM peak hour. Not all these driveway volumes are new, but instead a portion of the proposed volume is reduced taking into account multi-use trips and pass-by credits. Thus, the proposed site is expected to generate approximately 124 entering/86 exiting primary new vehicle trips during the weekday AM peak hour and 99 entering/99 exiting primary new vehicle trips during the weekday PM peak hour. 2. The combination of projected southbound traffic volumes (shown in Figures 8A, 8B, and 8C) turning left from Culver Road onto the site driveway indicate warrants for left-turn treatment are met during the weekday AM and PM peak hours under all three development scenarios. A southbound left turn lane should be installed on Culver Road with construction of the site driveway. 3. Signal Warrants 1 and 2 are met as a result of both the Quicklee’s Only and Combined Full Build scenarios. Given the projected operating conditions under each scenario, a signal is recommended at the Culver Rd/Brookdale Park intersection if the Quicklee’s development is approved and constructed. 4. The proposed mixed-use project will not result in any potentially significant adverse traffic impacts to the study area intersections with the recommended mitigation measures in place. XII. FIGURES Figures 1 through 8C are included on the following pages. N Project No: 40050 Key TOWN OF IRONDEQUOIT, MONROE COUNTY, NEW YORK Feet PROPOSED AFFORDABLE HOUSING AND QUICKLEE’S DEVELOPMENT Figure 1: SITE LOCATION AND STUDY AREA Study Intersection Study/Proposed Intersection Study Area Site Location 0 100 300 700 NY-104 WB OFF-RAMP NY-104 WB NY-104 EB NY-104 EB ON-R A M P CU L V E R R O A D 1 2 1 3 2 BROOKDALE PARK WHITLOCK ROAD Note: All counts by New York State Dept of Transportation V.P.D. = Vehicles Per Day L ROUTE 104 WB ON RAMP 4,083 V.P.D. ADT (2015) ROUTE 104 WB OFF RAMP 5,400 V.P.D. ADT (2015) ROUTE 104 EB OFF RAMP PROJECT NO: 40050 BROOKDALE PARK ,11 11� -;1 tt CULVER ROAD i 3,608 V.P.D. ADT (2015) ROUTE 104 EB ON RAMP 17,393 V.P.D. ADT (2019) FIGURE 2 LANE GEOMETRY & AVERAGE DAILY TRAFFIC PROPOSED AFFORDABLE HOUSING & QUICKLEE'S DEVELOPMENT, TOWN OF IRONDEQUOIT, NY i • SRF ASSOCIATES Transportation Planning / Engineering / Design www.srfa.net / (585) 272-4660 ROUTE 104 WB ON RAMP O r7 N N - ' 4-174(332) X16(12) 100(107) ROUTE 104 WB OFF RAMP ii �(.0 • N 0)(0 00 CO N ROUTE 104 EB OFF RAMP ROUTE 104 EB ON RAMP 110(208) 1(6) - 128(215) BROOKDALE PARK 23(36) —+ 8(12) - PROJECT NO: 40050 CULVER ROAD t LO CD CD 00 PROPOSED DRIVEWAY PROPOSED AFFORDABLE HOUSING & QUICKLEE'S DEVELOPMENT KEY N NOT TO SCALE 00(00) = AM(PM) FIGURE 3A PEAK HOUR VOLUMES 2020 EXISTING CONDITIONS PROPOSED AFFORDABLE HOUSING & QUICKLEE'S DEVELOPMENT, TOWN OF IRONDEQUOIT, NY • SRF ASSOCIATES Transportation Planning / Engineering / Design www.srfa.net / (585) 272-4660 In o I) In ROUTE 104 WB ON RAMP 0 C if) CO -' 4- 218(325) 20(15) IF 125(120) ROUTE 104 WB OFF RAMP ii O Lf) O N In N In CD M N Lior ROUTE 104 EB OFF RAMP ROUTE 104 EB ON RAMP 138(230) 1(10)-- 160(225) BROOKDALE PARK 29(40)—+ 10(15) PROJECT NO: 40050 CULVER ROAD PROPOSED DRIVEWAY PROPOSED AFFORDABLE HOUSING & QUICKLEE'S DEVELOPMENT KEY N NOT TO SCALE 00(00) = AM(PM) FIGURE 3B PEAK HOUR VOLUMES 2020 ADJUSTED BASE CONDITIONS PROPOSED AFFORDABLE HOUSING & QUICKLEE'S DEVELOPMENT, TOWN OF IRONDEQUOIT, NY • SRF ASSOCIATES Transportation Planning / Engineering / Design www.srfa.net / (585) 272-4660 4- 220(328) .4— 20(15) 126(121) ROUTE 104 WB ON RAMP ROUTE 104 WB OFF RAMP ii to OO O N to N to N O d - r') (N ROUTE 104 EB OFF RAMP ROUTE 104 EB ON RAMP 139(232) 1(10)- 162(227) BROOKDALE PARK 29(40) 1 0(1 5) PROJECT NO: 40050 CULVER ROAD t O M N O co OD CO OD PROPOSED DRIVEWAY PROPOSED AFFORDABLE HOUSING & QUICKLEE'S DEVELOPMENT KEY NOT TO SCALE 00(00) = AM(PM) FIGURE 4 PEAK HOUR VOLUMES 2021 BACKGROUND CONDITIONS PROPOSED AFFORDABLE HOUSING & QUICKLEE'S DEVELOPMENT, TOWN OF IRONDEQUOIT, NY • SRF ASSOCIATES Transportation Planning / Engineering / Design www.srfa.net / (585) 272-4660 Providence Housing - Proposed Site Plan Town of Irondequoit PROPERTY LINE 20’ RG&E E A S E M E N T STORMWATER BASINS 3 BR 3 BR 3 BR 1 BR 2 BR 1 BR 2 BR 2 BR 2 BR 1 BR 1 BR 0ft 50ft 100ft 2 BR PROPOSED QUICKLEES PROPERTY ALIGN CENTERLINE OF PROPOSED DRIVEWAY WITH BROOKDALE PARK CU L V E R R O A D LANDBANKED PARKING LANDBANKED PARKING ROUTE 104 PLAYGROUND EMERGENCY ACCESS CLUBHOUSE PROPOSED DWELLINGS: 1 BR - 4 BLDGS 2 BR - 5 BLDGS 3 BR - 3 BLDGS TOTAL BUILDINGS - 12 (8 UNITS/BLDG) TOTAL UNITS - 96 PROPOSED PARKING: 160 SPACES PLUS 32 BANKED PARKING SPACES = 192 SPACES 0 u) ROUTE 104 WB ON RAMP IF10% ROUTE 104 WB OFF RAMP 0 Li) ROUTE 104 EB OFF RAMP ROUTE 104 EB ON RAMP 10% BROOKDALE PARK L 5% - CULVER ROAD PROJECT NO: 40050 55% 5% F. 40% 0 PROPOSED DRIVEWAY PROPOSED AFFORDABLE HOUSING & QUICKLEE'S DEVELOPMENT KEY NOT TO SCALE 00(00) = AM(PM) = ENTERING TRIPS - = EXITING TRIPS FIGURE 6A TRIP DISTRIBUTION GAS STATION PROPOSED AFFORDABLE HOUSING & QUICKLEE'S DEVELOPMENT, TOWN OF IRONDEQUOIT, NY • SRF ASSOCIATES Transportation Planning / Engineering / Design www.srfa.net / (585) 272-4660 0 op ROUTE 104 WB ON RAMP IF10% ROUTE 104 WB OFF RAMP <11 0 op co ROUTE 104 EB OFF RAMP 0 rn ROUTE 104 EB ON RAMP 21%—+ 0 L BROOKDALE PARK 1% —O. CULVER ROAD PROJECT NO: 40050 L 69% 1% F- F- 30% 0 M PROPOSED DRIVEWAY PROPOSED AFFORDABLE HOUSING & QUICKLEE'S DEVELOPMENT KEY NOT TO SCALE 00(00) = AM(PM) = ENTERING TRIPS - = EXITING TRIPS FIGURE 6 TRIP DISTRIBUTION RESIDENTIAL PROPOSED AFFORDABLE HOUSING & QUICKLEE'S DEVELOPMENT, TOWN OF IRONDEQUOIT, NY • SRF ASSOCIATES Transportation Planning / Engineering / Design www.srfa.net / (585) 272-4660 N 1 ROUTE 104 WB ON RAMP IF6(7) ROUTE 104 WB OFF RAMP ROUTE 104 EB OFF RAMP BROOKDALE PARK PROJECT NO: 40050 ROUTE 104 EB ON RAMP CULVER ROAD L74(101) — 3(3) 66(92) if 1 PROPOSED DRIVEWAY PROPOSED AFFORDABLE HOUSING & QUICKLEE'S DEVELOPMENT KEY NOT TO SCALE 00(00) = PM(SAT) = ENTERING TRIPS - = EXITING TRIPS FIGURE 7A SITE GENERATED TRIPS GAS STATION PROPOSED AFFORDABLE HOUSING & QUICKLEE'S DEVELOPMENT, TOWN OF IRONDEQUOIT, NY • SRF ASSOCIATES Transportation Planning / Engineering / Design www.srfa.net / (585) 272-4660 ROUTE 104 WB ON RAMP IF 7(3) ROUTE 104 WB OFF RAMP ROUTE 104 EB OFF RAMP N BROOKDALE PARK ROUTE 104 EB ON RAMP L21(21) — 0(0) F-9(9) 1(0) —11.- CULVER ROAD PROJECT NO: 40050 PROPOSED DRIVEWAY PROPOSED AFFORDABLE HOUSING & QUICKLEE'S DEVELOPMENT KEY NOT TO SCALE 00(00) = PM(SAT) = ENTERING TRIPS - = EXITING TRIPS FIGURE 7B SITE GENERATED TRIPS RESIDENTIAL PROPOSED AFFORDABLE HOUSING & QUICKLEE'S DEVELOPMENT, TOWN OF IRONDEQUOIT, NY • SRF ASSOCIATES Transportation Planning / Engineering / Design www.srfa.net / (585) 272-4660 ROUTE 104 WB ON RAMP AL 220(328) X20(15) IF 132(128) ROUTE 104 WB OFF RAMP ROUTE 104 EB OFF RAMP PROJECT NO: 40050 ii (0 CO K) N In N O N 0) ' r) 1'� ROUTE 104 EB ON RAMP 139(232) 1(10) -- 168(234) 00 '1 .CON CO CO 0 O CO N ' N L. BROOKDALE PARK 29(40)-4 3(3) —► 10(15) 0 0 w 0 if AL 74(101) 3(3) IF 66(92) 0000 N c0 St PROPOSED DRIVEWAY PROPOSED AFFORDABLE HOUSING & QUICKLEE'S DEVELOPMENT KEY NOT TO SCALE 00(00) = PM(SAT) FIGURE 8A PEAK HOUR VOLUMES FULL BUILD CONDITIONS GAS STATION PROPOSED AFFORDABLE HOUSING & QUICKLEE'S DEVELOPMENT, TOWN OF IRONDEQUOIT, NY • SRF ASSOCIATES Transportation Planning / Engineering / Design www.srfa.net / (585) 272-4660 ROUTE 104 WB ON RAMP 4— 220(328) X20(15) IF 133(124) ROUTE 104 WB OFF RAMP ROUTE 104 EB OFF RAMP PROJECT NO: 40050 ii 0) CO N CO N Cn 1.0 N '-10. ROUTE 104 EB ON RAMP 139(232) 1(10) -- 168(234) N stn -' t0 r O Co Co CO N d BROOKDALE PARK 29(40)-4 1(0) —► 10(15) 0 0 w 0 Or)0 CO N CO 00 PROPOSED DRIVEWAY PROPOSED AFFORDABLE HOUSING & QUICKLEE'S DEVELOPMENT KEY NOT TO SCALE 00(00) = PM(SAT) FIGURE 8B PEAK HOUR VOLUMES FULL BUILD CONDITIONS RESIDENTIAL PROPOSED AFFORDABLE HOUSING & QUICKLEE'S DEVELOPMENT, TOWN OF IRONDEQUOIT, NY • SRF ASSOCIATES Transportation Planning / Engineering / Design www.srfa.net / (585) 272-4660 ROUTE 104 WB ON RAMP AL 220(328) 4-20(15) IF 138(131) ROUTE 104 WB OFF RAMP ii ROUTE 104 EB OFF RAMP ROUTE 104 EB ON RAMP 139(232) 1(10) -- 174(240) 00 r1) �.CO N CO CO 1— O Cn 00 BROOKDALE PARK 29(40)-4 3(4) —► 10(15) PROJECT NO: 40050 0 0 w 0 if AL 95(122) 3(4) +— 75(101) PROPOSED DRIVEWAY 0 0 00 00 S00 PROPOSED AFFORDABLE HOUSING & QUICKLEE'S DEVELOPMENT KEY NOT TO SCALE 00(00) = PM(SAT) FIGURE 8C PEAK HOUR VOLUMES FULL BUILD CONDITIONS PROPOSED AFFORDABLE HOUSING & QUICKLEE'S DEVELOPMENT, TOWN OF IRONDEQUOIT, NY • SRF ASSOCIATES Transportation Planning / Engineering / Design www.srfa.net / (585) 272-4660 APPENDICES A1 Collected Traffic Volume Data File Name : AM 07-29-2020 Site Code : 00000004 Start Date : 7/29/2020 Page No : 1 Groups Printed- Unshifted Culver Road From North 104 EB On Ramp From East Culver Road From South 104 EB Off Ramp From West Start Time App. Total App. Total App. Total App. Total Int. Total 07:00 AM 0 55 35 0 90 0 0 0 0 0 15 70 0 0 85 21 0 14 0 35 210 07:15 AM 0 67 57 0 124 0 0 0 0 0 13 52 0 0 65 28 0 11 0 39 228 07:30 AM 0 60 57 0 117 0 0 0 0 0 25 67 0 0 92 34 1 29 0 64 273 07:45 AM 0 89 50 0 139 0 0 0 0 0 17 91 0 0 108 43 0 29 0 72 319 Total 0 271 199 0 470 0 0 0 0 0 70 280 0 0 350 126 1 83 0 210 1030 08:00 AM 0 78 37 0 115 0 0 0 0 0 14 74 0 0 88 20 0 30 0 50 253 08:15 AM 0 62 52 0 114 0 0 0 0 0 14 77 0 0 91 31 0 22 0 53 258 08:30 AM 0 63 40 0 103 0 0 0 0 0 18 83 0 0 101 30 1 18 0 49 253 08:45 AM 0 55 54 0 109 0 0 0 0 0 17 85 1 0 103 30 1 28 0 59 271 Total 0 258 183 0 441 0 0 0 0 0 63 319 1 0 383 111 2 98 0 211 1035 Grand Total 0 529 382 0 911 0 0 0 0 0 133 599 1 0 733 237 3 181 0 421 2065 Apprch %0 58.1 41.9 0 0 0 0 0 18.1 81.7 0.1 0 56.3 0.7 43 0 Total %0 25.6 18.5 0 44.1 0 0 0 0 0 6.4 29 0 0 35.5 11.5 0.1 8.8 0 20.4 SRF ASSOCIATES, D.P.C. 3495 Winton Place, Building E, Suite 110 Rochester, New York 14623 File Name : AM 07-29-2020 Site Code : 00000004 Start Date : 7/29/2020 Page No : 2 Culver Road From North 104 EB On Ramp From East Culver Road From South 104 EB Off Ramp From West Start Time App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 60 57 25 1 29 0 64 273 07:45 AM 0 89 50 0 139 0 0 0 0 0 17 91 0 0 108 43 72 319 08:00 AM 0 78 37 0 115 0 0 0 0 0 14 74 0 0 88 20 0 30 08:15 AM 0 62 52 0 114 0 0 0 0 0 14 77 0 0 91 31 0 22 0 53 258 Total Volume 0 289 196 0 485 0 0 0 0 0 70 309 0 0 379 128 1 110 0 239 1103 % App. Total 0 59.6 40.4 0 0 0 0 0 18.5 81.5 0 0 53.6 0.4 46 0 PHF .000 .812 .860 .000 .872 .000 .000 .000 .000 .000 .700 .849 .000 .000 .877 .744 .250 .917 .000 .830 .864 Culver Road 10 4 E B O f f R a m p 10 4 E B O n R a m p Culver Road Right 0 Thru 289 Left 196 Peds 0 InOut Total 419 485 904 Rig h t 0 Th r u 0 Le f t 0 Pe d s 0 Ou t To t a l In 26 7 0 2 6 7 Left 0 Thru 309 Right 70 Peds 0 Out TotalIn 417 379 796 Le f t11 0 Th r u 1 Rig h t 12 8 Pe d s 0 To t a l Ou t In 0 2 3 9 2 3 9 Peak Hour Begins at 07:30 AM Unshifted Peak Hour Data North SRF ASSOCIATES, D.P.C. 3495 Winton Place, Building E, Suite 110 Rochester, New York 14623 File Name : PM 07-29-2020 Site Code : 00000005 Start Date : 7/29/2020 Page No : 1 Groups Printed- Unshifted Culver Road From North 104 EB On Ramp From East Culver Road From South 104 EB Off Ramp From West Start Time App. Total App. Total App. Total App. Total Int. Total 04:00 PM 0 129 51 0 180 0 0 0 0 0 39 152 0 0 191 52 1 55 0 108 479 04:15 PM 0 118 77 0 195 0 0 0 0 0 25 167 0 0 192 46 1 47 0 94 481 04:30 PM 0 122 54 0 176 0 0 0 0 0 28 166 0 0 194 56 2 45 0 103 473 04:45 PM 0 115 85 0 200 0 0 0 0 0 32 140 0 0 172 51 1 38 0 90 462 Total 0 484 267 0 751 0 0 0 0 0 124 625 0 0 749 205 5 185 0 395 1895 05:00 PM 0 124 53 0 177 0 0 0 0 0 34 176 0 0 210 54 2 50 0 106 493 05:15 PM 0 120 62 0 182 0 0 0 0 0 23 172 0 0 195 59 3 70 0 132 509 05:30 PM 0 116 67 0 183 0 0 0 0 0 28 176 0 0 204 51 0 50 0 101 488 05:45 PM 0 111 58 0 169 0 0 0 0 0 26 144 0 0 170 58 0 51 0 109 448 Total 0 471 240 0 711 0 0 0 0 0 111 668 0 0 779 222 5 221 0 448 1938 Grand Total 0 955 507 0 1462 0 0 0 0 0 235 1293 0 0 1528 427 10 406 0 843 3833 Apprch %0 65.3 34.7 0 0 0 0 0 15.4 84.6 0 0 50.7 1.2 48.2 0 Total %0 24.9 13.2 0 38.1 0 0 0 0 0 6.1 33.7 0 0 39.9 11.1 0.3 10.6 0 22 SRF ASSOCIATES, D.P.C. 3495 Winton Place, Building E, Suite 110 Rochester, New York 14623 File Name : PM 07-29-2020 Site Code : 00000005 Start Date : 7/29/2020 Page No : 2 Culver Road From North 104 EB On Ramp From East Culver Road From South 104 EB Off Ramp From West Start Time App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 115 85 200 0 0 0 0 0 32 140 0 0 172 51 1 38 0 90 462 05:00 PM 0 124 53 0 177 0 0 0 0 0 34 176 0 0 210 54 2 50 0 106 493 05:15 PM 0 120 62 0 182 0 0 0 0 0 23 172 0 0 195 59 3 70 132 509 05:30 PM 0 116 67 0 183 0 0 0 0 0 28 176 0 0 204 51 0 50 0 101 488 Total Volume 0 475 267 0 742 0 0 0 0 0 117 664 0 0 781 215 6 208 0 429 1952 % App. Total 0 64 36 0 0 0 0 0 15 85 0 0 50.1 1.4 48.5 0 PHF .000 .958 .785 .000 .928 .000 .000 .000 .000 .000 .860 .943 .000 .000 .930 .911 .500 .743 .000 .813 .959 Culver Road 10 4 E B O f f R a m p 10 4 E B O n R a m p Culver Road Right 0 Thru 475 Left 267 Peds 0 InOut Total 872 742 1614 Rig h t 0 Th r u 0 Le f t 0 Pe d s 0 Ou t To t a l In 39 0 0 3 9 0 Left 0 Thru 664 Right 117 Peds 0 Out TotalIn 690 781 1471 Le f t20 8 Th r u 6 Rig h t 21 5 Pe d s 0 To t a l Ou t In 0 4 2 9 4 2 9 Peak Hour Begins at 04:45 PM Unshifted Peak Hour Data North SRF ASSOCIATES, D.P.C. 3495 Winton Place, Building E, Suite 110 Rochester, New York 14623 File Name : AM 07-29-2020 Site Code : 00040050 Start Date : 7/29/2020 Page No : 1 Groups Printed- Unshifted Culver Road From North 104 WB Off Ramp From East Culver Road From South 104 WB On Ramp From West Start Time App. Total App. Total App. Total App. Total Int. Total 07:00 AM 18 75 0 0 93 22 5 15 0 42 0 39 39 0 78 0 0 0 0 0 213 07:15 AM 32 102 0 0 134 31 8 13 0 52 0 32 32 0 64 0 0 0 0 0 250 07:30 AM 38 104 0 0 142 43 4 18 0 65 0 66 35 0 101 0 0 0 0 0 308 07:45 AM 29 95 0 0 124 49 1 37 0 87 0 64 51 0 115 0 0 0 0 0 326 Total 117 376 0 0 493 145 18 83 0 246 0 201 157 0 358 0 0 0 0 0 1097 08:00 AM 32 78 0 0 110 39 7 29 0 75 0 71 36 0 107 0 0 0 0 0 292 08:15 AM 21 96 0 0 117 43 4 16 0 63 0 64 28 0 92 0 0 0 0 0 272 08:30 AM 23 76 0 0 99 45 4 22 0 71 0 60 36 0 96 0 0 0 0 0 266 08:45 AM 28 88 0 0 116 44 11 12 0 67 0 81 37 0 118 0 0 0 0 0 301 Total 104 338 0 0 442 171 26 79 0 276 0 276 137 0 413 0 0 0 0 0 1131 Grand Total 221 714 0 0 935 316 44 162 0 522 0 477 294 0 771 0 0 0 0 0 2228 Apprch %23.6 76.4 0 0 60.5 8.4 31 0 0 61.9 38.1 0 0 0 0 0 Total %9.9 32 0 0 42 14.2 2 7.3 0 23.4 0 21.4 13.2 0 34.6 0 0 0 0 0 SRF ASSOCIATES, D.P.C. 3495 Winton Place, Building E, Suite 110 Rochester, New York 14623 File Name : AM 07-29-2020 Site Code : 00040050 Start Date : 7/29/2020 Page No : 2 Culver Road From North 104 WB Off Ramp From East Culver Road From South 104 WB On Ramp From West Start Time App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 38 104 0 0 142 43 4 18 0 65 0 66 35 0 101 0 0 0 0 0 308 07:45 AM 29 95 0 0 124 49 37 87 0 64 51 115 0 0 0 0 0 326 08:00 AM 32 78 0 0 110 39 7 29 0 75 0 71 36 0 107 0 0 0 0 0 292 08:15 AM 21 96 0 0 117 43 4 16 0 63 0 64 28 0 92 0 0 0 0 0 272 Total Volume 120 373 0 0 493 174 16 100 0 290 0 265 150 0 415 0 0 0 0 0 1198 % App. Total 24.3 75.7 0 0 60 5.5 34.5 0 0 63.9 36.1 0 0 0 0 0 PHF .789 .897 .000 .000 .868 .888 .571 .676 .000 .833 .000 .933 .735 .000 .902 .000 .000 .000 .000 .000 .919 Culver Road 10 4 W B O n R a m p 10 4 W B O f f R a m p Culver Road Right 120 Thru 373 Left 0 Peds 0 InOut Total 439 493 932 Rig h t 17 4 Th r u 16 Le f t 10 0 Pe d s 0 Ou t To t a l In 0 2 9 0 2 9 0 Left 150 Thru 265 Right 0 Peds 0 Out TotalIn 473 415 888 Le f t 0 Th r u 0 Rig h t 0 Pe d s 0 To t a l Ou t In 28 6 0 2 8 6 Peak Hour Begins at 07:30 AM Unshifted Peak Hour Data North SRF ASSOCIATES, D.P.C. 3495 Winton Place, Building E, Suite 110 Rochester, New York 14623 File Name : PM 07-29-2020 Site Code : 00040050 Start Date : 7/29/2020 Page No : 1 Groups Printed- Unshifted From North From East From South From West Start Time App. Total App. Total App. Total App. Total Int. Total 04:00 PM 43 145 0 0 188 72 12 29 0 113 0 141 55 0 196 0 0 0 0 0 497 04:15 PM 33 142 0 0 175 74 8 24 0 106 0 163 53 0 216 0 0 0 0 0 497 04:30 PM 33 132 0 0 165 91 9 18 0 118 0 146 56 0 202 0 0 0 0 0 485 04:45 PM 31 130 0 0 161 69 5 24 0 98 0 142 51 0 193 0 0 0 0 0 452 Total 140 549 0 0 689 306 34 95 0 435 0 592 215 0 807 0 0 0 0 0 1931 05:00 PM 36 151 0 0 187 85 5 29 0 119 0 175 60 0 235 0 0 0 0 0 541 05:15 PM 39 124 0 0 163 100 2 24 0 126 0 193 55 0 248 0 0 0 0 0 537 05:30 PM 41 145 0 0 186 71 3 30 0 104 0 176 48 0 224 0 0 0 0 0 514 05:45 PM 34 136 0 0 170 76 2 24 0 102 0 151 46 0 197 0 0 0 0 0 469 Total 150 556 0 0 706 332 12 107 0 451 0 695 209 0 904 0 0 0 0 0 2061 Grand Total 290 1105 0 0 1395 638 46 202 0 886 0 1287 424 0 1711 0 0 0 0 0 3992 Apprch %20.8 79.2 0 0 72 5.2 22.8 0 0 75.2 24.8 0 0 0 0 0 Total %7.3 27.7 0 0 34.9 16 1.2 5.1 0 22.2 0 32.2 10.6 0 42.9 0 0 0 0 0 SRF ASSOCIATES, D.P.C. 3495 Winton Place, Building E, Suite 110 Rochester, New York 14623 File Name : PM 07-29-2020 Site Code : 00040050 Start Date : 7/29/2020 Page No : 2 From North From East From South From West Start Time App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 31 130 0 0 161 69 5 24 0 98 0 142 51 0 193 0 0 0 0 0 452 05:00 PM 36 151 0 0 187 85 5 29 0 119 0 175 60 541 05:15 PM 39 124 0 0 163 100 126 0 193 55 0 248 0 0 0 0 0 537 05:30 PM 41 30 Total Volume 147 550 0 0 697 325 15 107 0 447 0 686 214 0 900 0 0 0 0 0 2044 % App. Total 21.1 78.9 0 0 72.7 3.4 23.9 0 0 76.2 23.8 0 0 0 0 0 PHF .896 .911 .000 .000 .932 .813 .750 .892 .000 .887 .000 .889 .892 .000 .907 .000 .000 .000 .000 .000 .945 Right 147 Thru 550 Left 0 Peds 0 InOut Total 1011 697 1708 Ri g h t 32 5 Th r u 15 Le f t 10 7 Pe d s 0 Ou t To t a l In 0 44 7 44 7 Left 214 Thru 686 Right 0 Peds 0 Out TotalIn 657 900 1557 Le f t 0 Th r u 0 Ri g h t 0 Pe d s 0 To t a l Ou t In 37 6 0 37 6 Peak Hour Begins at 04:45 PM Unshifted Peak Hour Data North SRF ASSOCIATES, D.P.C. 3495 Winton Place, Building E, Suite 110 Rochester, New York 14623 File Name : AM 07-28-2020 Site Code : 00000001 Start Date : 7/28/2020 Page No : 1 Groups Printed- Unshifted Culver Road From North From East Culver Road From South Branchbrook Park From West Start Time App. Total App. Total App. Total App. Total Int. Total 07:00 AM 4 67 0 0 71 0 0 0 0 0 0 75 0 0 75 2 0 4 0 6 152 07:15 AM 6 70 0 0 76 0 0 0 0 0 0 62 1 0 63 0 0 7 0 7 146 07:30 AM 5 77 0 0 82 0 0 0 0 0 0 76 1 0 77 1 0 4 0 5 164 07:45 AM 2 115 0 0 117 0 0 0 0 0 0 109 1 0 110 1 0 7 0 8 235 Total 17 329 0 0 346 0 0 0 0 0 0 322 3 0 325 4 0 22 0 26 697 08:00 AM 9 86 0 0 95 0 0 0 0 0 0 103 1 0 104 4 0 4 0 8 207 08:15 AM 6 86 0 0 92 0 0 0 0 0 0 98 3 0 101 2 0 8 0 10 203 08:30 AM 7 63 0 0 70 0 0 0 0 0 0 95 1 0 96 2 0 7 0 9 175 08:45 AM 12 69 0 0 81 0 0 0 0 0 0 108 2 0 110 0 0 5 0 5 196 Total 34 304 0 0 338 0 0 0 0 0 0 404 7 0 411 8 0 24 0 32 781 09:00 AM 7 81 0 0 88 0 0 0 0 0 0 88 2 0 90 3 0 6 0 9 187 09:15 AM 9 93 0 0 102 0 0 0 0 0 0 108 1 0 109 1 0 4 0 5 216 09:30 AM 9 100 0 0 109 0 0 0 0 0 0 104 0 0 104 3 0 5 0 8 221 09:45 AM 9 106 0 0 115 0 0 0 0 0 0 111 1 0 112 3 0 11 0 14 241 Total 34 380 0 0 414 0 0 0 0 0 0 411 4 0 415 10 0 26 0 36 865 Grand Total 85 1013 0 0 1098 0 0 0 0 0 0 1137 14 0 1151 22 0 72 0 94 2343 Apprch %7.7 92.3 0 0 0 0 0 0 0 98.8 1.2 0 23.4 0 76.6 0 Total %3.6 43.2 0 0 46.9 0 0 0 0 0 0 48.5 0.6 0 49.1 0.9 0 3.1 0 4 SRF ASSOCIATES, D.P.C. 3495 Winton Place, Building E, Suite 110 Rochester, New York 14623 File Name : AM 07-28-2020 Site Code : 00000001 Start Date : 7/28/2020 Page No : 2 Culver Road From North From East Culver Road From South Branchbrook Park From West Start Time App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 5 77 0 0 82 0 0 0 0 0 0 76 1 0 77 1 0 4 0 5 164 07:45 AM 2 115 0 0 117 0 0 0 0 0 0 109 1 0 110 1 0 7 0 8 235 08:00 AM 9 4 08:15 AM 6 86 0 0 92 0 0 0 0 0 0 98 3 0 101 2 0 8 0 10 203 Total Volume 22 364 0 0 386 0 0 0 0 0 0 386 6 0 392 8 0 23 0 31 809 % App. Total 5.7 94.3 0 0 0 0 0 0 0 98.5 1.5 0 25.8 0 74.2 0 PHF .611 .791 .000 .000 .825 .000 .000 .000 .000 .000 .000 .885 .500 .000 .891 .500 .000 .719 .000 .775 .861 Culver Road B r a n c h b r o o k P a r k Culver Road Right 22 Thru 364 Left 0 Peds 0 InOut Total 409 386 795 Ri g h t 0 Th r u 0 Le f t 0 Pe d s 0 Ou t To t a l In 0 0 0 Left 6 Thru 386 Right 0 Peds 0 Out TotalIn 372 392 764 Le f t 23 Th r u 0 Ri g h t 8 Pe d s 0 To t a l Ou t In 28 31 59 Peak Hour Begins at 07:30 AM Unshifted Peak Hour Data North SRF ASSOCIATES, D.P.C. 3495 Winton Place, Building E, Suite 110 Rochester, New York 14623 File Name : PM 07-28-2020 Site Code : 00000003 Start Date : 7/28/2020 Page No : 1 Groups Printed- Unshifted Culver Road From North From East Culver Road From South Branchbrook Park From West Start Time App. Total App. Total App. Total App. Total Int. Total 03:00 AM 11 143 0 0 154 0 0 0 0 0 0 172 3 0 175 5 0 6 0 11 340 03:15 AM 15 159 0 0 174 0 0 0 0 0 0 184 6 0 190 0 0 5 0 5 369 03:30 AM 9 189 0 0 198 0 0 0 0 0 0 176 2 0 178 8 0 6 0 14 390 03:45 AM 18 175 0 0 193 0 0 0 0 0 0 164 4 0 168 3 0 5 0 8 369 Total 53 666 0 0 719 0 0 0 0 0 0 696 15 0 711 16 0 22 0 38 1468 04:00 AM 27 153 0 0 180 0 0 0 0 0 0 186 9 0 195 6 0 13 0 19 394 04:15 AM 17 165 0 0 182 0 0 0 0 0 0 150 5 0 155 1 0 14 0 15 352 04:30 AM 15 160 0 0 175 0 0 0 0 0 0 183 7 0 190 5 0 7 0 12 377 04:45 AM 23 182 0 0 205 0 0 0 0 0 0 202 1 0 203 3 0 10 0 13 421 Total 82 660 0 0 742 0 0 0 0 0 0 721 22 0 743 15 0 44 0 59 1544 05:00 AM 14 201 0 0 215 0 0 0 0 0 0 174 5 0 179 5 0 6 0 11 405 05:15 AM 22 183 0 0 205 0 0 0 0 0 0 200 3 0 203 2 0 7 0 9 417 05:30 AM 13 175 0 0 188 0 0 0 0 0 0 179 7 0 186 2 0 13 0 15 389 05:45 AM 15 175 0 0 190 0 0 0 0 0 0 157 3 0 160 3 0 10 0 13 363 Total 64 734 0 0 798 0 0 0 0 0 0 710 18 0 728 12 0 36 0 48 1574 Grand Total 199 2060 0 0 2259 0 0 0 0 0 0 2127 55 0 2182 43 0 102 0 145 4586 Apprch %8.8 91.2 0 0 0 0 0 0 0 97.5 2.5 0 29.7 0 70.3 0 Total %4.3 44.9 0 0 49.3 0 0 0 0 0 0 46.4 1.2 0 47.6 0.9 0 2.2 0 3.2 SRF ASSOCIATES, D.P.C. 3495 Winton Place, Building E, Suite 110 Rochester, New York 14623 File Name : PM 07-28-2020 Site Code : 00000003 Start Date : 7/28/2020 Page No : 2 Culver Road From North From East Culver Road From South Branchbrook Park From West Start Time App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 03:00 AM to 05:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 AM 04:45 AM 23 202 1 0 203 3 0 10 0 13 421 05:00 AM 14 201 0 0 215 0 0 0 0 0 0 174 5 0 179 5 05:15 AM 22 183 0 0 205 0 0 0 0 0 0 200 3 0 203 2 0 7 0 9 417 05:30 AM 13 175 0 0 188 0 0 0 0 0 0 179 7 0 186 2 0 13 0 15 389 Total Volume 72 741 0 0 813 0 0 0 0 0 0 755 16 0 771 12 0 36 0 48 1632 % App. Total 8.9 91.1 0 0 0 0 0 0 0 97.9 2.1 0 25 0 75 0 PHF .783 .922 .000 .000 .945 .000 .000 .000 .000 .000 .000 .934 .571 .000 .950 .600 .000 .692 .000 .800 .969 Culver Road Br a n c h b r o o k P a r k Culver Road Right 72 Thru 741 Left 0 Peds 0 InOut Total 791 813 1604 Rig h t 0 Th r u 0 Le f t 0 Pe d s 0 Ou t To t a l In 0 0 0 Left 16 Thru 755 Right 0 Peds 0 Out TotalIn 753 771 1524 Le f t 36 Th r u 0 Rig h t 12 Pe d s 0 To t a l Ou t In 88 4 8 1 3 6 Peak Hour Begins at 04:45 AM Unshifted Peak Hour Data North SRF ASSOCIATES, D.P.C. 3495 Winton Place, Building E, Suite 110 Rochester, New York 14623 A2 Miscellaneous Traffic Data and Calculations STATION:430977 New York State Department of Transportation Traffic Count Hourly Report Page 1 of 1 ROUTE #:946B ROAD NAME:NY104 WB SERVIC FROM:CLINTON AVE TO:SENECA AVE COUNTY:Monroe DIRECTION: Westbound FACTOR GROUP: 30 REC. SERIAL #: E524 FUNC. CLASS: 19 CITY: STATE DIR CODE: 3 WK OF YR: 28 PLACEMENT: 440ft W of Seneca Ave NHS: no LION#: DATE OF COUNT: 07/05/2016 @ REF MARKER: JURIS: City BIN: NOTES LANE 0: West ADDL DATA: CC Stn: RR CROSSING: COUNT TYPE: AXLE PAIRS BATCH ID: DOT-R04R04V28aTTG5196HPMS SAMPLE: COUNT TAKEN BY: ORG CODE: TTG INITIALS: MJ PROCESSED BY: ORG CODE: R04 INITIALS: JAF 12 TO 1 1 TO 2 2 TO 3 3 TO 4 4 TO 5 5 TO 6 6 TO 7 7 TO 8 8 TO 9 9 TO 10 10 TO 11 11 TO 12 12 TO 1 1 TO 2 2 TO 3 3 TO 4 4 TO 5 5 TO 6 6 TO 7 7 TO 8 8 TO 9 9 TO 10 10 TO 11 11 TO 12 DAILY DAILY DAILY HIGH HIGH AM PM DATE DAY TOTAL COUNT HOUR 1 F 2 S 3 S 4 M 5 T 6 W 7 T 8 F 9 S 10 S 11 M 12 T 13 W 14 T 15 F 16 S 17 S 18 M 19 T 20 W 21 T 22 F 23 S 24 S 25 M 26 T 27 W 28 T 29 F 30 S 31 S 51 30 30 11 16 10 35 100 216 217 223 251 247 252 345 246 332 301 271 237 194 198 162 102 45 4071 345 13 39 18 10 11 15 30 121 222 228 230 240 237 283 248 297 295 308 273 202 187 141 146 97 63 3941 308 16 40 20 17 19 12 35 100 222 224 261 246 232 289 267 299 322 334 355 274 210 166 150 135 89 4318 355 17 56 43 37 19 12 26 38 54 100 193 211 AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6AM to Fri Noon)ADT 36 23 13 15 12 33 106 218 221 235 243 236 265 293 269 311 301 269 218 188 168 152 99 52 3976 DAYS Counted 5 HOURS Counted 84 WEEKDAYS Counted 4 WEEKDAY Hours 61 AVERAGE WEEKDAY High Hour 311 % of day 8% Axle Adj. Factor 0.989 Seasonal/Weekday Adjustment Factor 1.083 ESTIMATED AADT 3671 ROUTE #: 946B ROAD NAME: NY104 WB SERVIC FROM:CLINTON AVE TO:SENECA AVE COUNTY:Monroe STATION:430977 STATE DIR CODE:3 PLACEMENT: 440ft W of Seneca Ave DATE OF COUNT: 07/05/2016 STATION:432023 New York State Department of Transportation Traffic Count Hourly Report Page 1 of 2 ROAD #:CR CR120 ROAD NAME:CULVER RD FROM:.03 N OF NORTON RD TO:RIDGE RD COUNTY:Monroe DIRECTION: Northbound FACTOR GROUP: 30 REC. SERIAL #: EZ16 FUNC. CLASS: 16 CITY: STATE DIR CODE: 1 WK OF YR: 24 PLACEMENT: 98ft S of Whitlock Rd NHS: no LION#: DATE OF COUNT: 06/10/2019 @ REF MARKER: JURIS: Village BIN: NOTES LANE 1: North ADDL DATA: Class Speed CC Stn: RR CROSSING: NOTES LANE 2: North COUNT TYPE: AXLE PAIRS BATCH ID: DOT-R04C24eTTG5196HPMS SAMPLE: COUNT TAKEN BY: ORG CODE: TTG INITIALS: JS PROCESSED BY: ORG CODE: DOT INITIALS: SJK 12 TO 1 1 TO 2 2 TO 3 3 TO 4 4 TO 5 5 TO 6 6 TO 7 7 TO 8 8 TO 9 9 TO 10 10 TO 11 11 TO 12 12 TO 1 1 TO 2 2 TO 3 3 TO 4 4 TO 5 5 TO 6 6 TO 7 7 TO 8 8 TO 9 9 TO 10 10 TO 11 11 TO 12 DAILY DAILY DAILY HIGH HIGH AM PM DATE DAY TOTAL COUNT HOUR 1 S 2 S 3 M 4 T 5 W 6 T 7 F 8 S 9 S 10 M 11 T 12 W 13 T 14 F 15 S 16 S 17 M 18 T 19 W 20 T 21 F 22 S 23 S 24 M 25 T 26 W 27 T 28 F 29 S 30 S 282 504 484 448 485 533 568 561 701 759 804 787 598 495 359 228 150 91 52 29 16 21 31 137 318 503 505 472 504 577 557 609 713 782 839 869 812 492 433 284 189 104 9848 869 17 58 28 21 10 31 130 311 527 558 478 534 524 597 561 750 810 812 882 666 567 449 310 210 107 9931 882 17 61 29 24 23 28 131 324 525 546 474 554 546 577 562 650 754 891 901 588 475 390 285 171 88 9597 901 17 58 40 25 20 35 129 314 516 543 552 601 639 657 614 AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6AM to Fri Noon)ADT 57 32 22 18 31 132 310 515 527 485 536 564 575 573 704 776 836 860 666 507 408 277 180 98 9689 DAYS Counted 5 HOURS Counted 104 WEEKDAYS Counted 5 WEEKDAY Hours 102 AVERAGE WEEKDAY High Hour 860 % of day 9% Axle Adj. Factor 1.000 Seasonal/Weekday Adjustment Factor 1.113 ESTIMATED AADT 8705 ROAD #: CR120 ROAD NAME: CULVER RD FROM:.03 N OF NORTON RD TO:RIDGE RD COUNTY:Monroe STATION:432023 STATE DIR CODE:1 PLACEMENT: 98ft S of Whitlock Rd DATE OF COUNT: 06/10/2019 STATION:432023 New York State Department of Transportation Traffic Count Hourly Report Page 2 of 2 ROAD #:CR CR120 ROAD NAME:CULVER RD FROM:.03 N OF NORTON RD TO:RIDGE RD COUNTY:Monroe DIRECTION: Southbound FACTOR GROUP: 30 REC. SERIAL #: FA78 FUNC. CLASS: 16 CITY: STATE DIR CODE: 2 WK OF YR: 24 PLACEMENT: 107ft S of Whitlock Rd NHS: no LION#: DATE OF COUNT: 06/10/2019 @ REF MARKER: JURIS: Village BIN: NOTES LANE 1: South ADDL DATA: Class Speed CC Stn: RR CROSSING: NOTES LANE 2: South COUNT TYPE: AXLE PAIRS BATCH ID: DOT-R04C24eTTG5196HPMS SAMPLE: COUNT TAKEN BY: ORG CODE: TTG INITIALS: JS PROCESSED BY: ORG CODE: DOT INITIALS: SJK 12 TO 1 1 TO 2 2 TO 3 3 TO 4 4 TO 5 5 TO 6 6 TO 7 7 TO 8 8 TO 9 9 TO 10 10 TO 11 11 TO 12 12 TO 1 1 TO 2 2 TO 3 3 TO 4 4 TO 5 5 TO 6 6 TO 7 7 TO 8 8 TO 9 9 TO 10 10 TO 11 11 TO 12 DAILY DAILY DAILY HIGH HIGH AM PM DATE DAY TOTAL COUNT HOUR 1 S 2 S 3 M 4 T 5 W 6 T 7 F 8 S 9 S 10 M 11 T 12 W 13 T 14 F 15 S 16 S 17 M 18 T 19 W 20 T 21 F 22 S 23 S 24 M 25 T 26 W 27 T 28 F 29 S 30 S 243 707 539 439 462 489 546 541 610 727 788 738 614 485 436 292 164 108 59 39 17 21 20 102 264 770 624 469 512 558 574 576 736 713 802 740 643 483 485 398 203 135 9943 802 16 70 30 20 22 24 80 310 778 607 505 466 472 588 551 671 773 716 795 642 538 526 383 213 116 9896 795 17 70 38 16 25 28 83 282 772 602 459 484 485 529 609 687 687 770 745 607 467 440 361 179 116 9541 772 7 74 40 21 25 22 88 293 710 557 500 580 576 636 598 AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6AM to Fri Noon)ADT 68 37 18 23 24 88 278 747 586 474 501 516 559 569 676 725 769 754 626 493 472 358 190 119 9670 DAYS Counted 5 HOURS Counted 104 WEEKDAYS Counted 5 WEEKDAY Hours 102 AVERAGE WEEKDAY High Hour 769 % of day 8% Axle Adj. Factor 1.000 Seasonal/Weekday Adjustment Factor 1.113 ESTIMATED AADT 8688 ROAD #: CR120 ROAD NAME: CULVER RD FROM:.03 N OF NORTON RD TO:RIDGE RD COUNTY:Monroe STATION:432023 STATE DIR CODE:2 PLACEMENT: 107ft S of Whitlock Rd DATE OF COUNT: 06/10/2019 STATION:433274 New York State Department of Transportation Traffic Count Hourly Report Page 1 of 1 ROAD #:ROAD NAME:NY104 at 946B M FROM:NY104 EB (OFF)TO:CR120 (ON)COUNTY:Monroe DIRECTION: Eastbound FACTOR GROUP: 30 REC. SERIAL #: L055 FUNC. CLASS: 14 TOWN:IRONDEQUOIT STATE DIR CODE: 3 WK OF YR: 12 PLACEMENT: .09mi W of Culver Rd NHS: no LION#: DATE OF COUNT: 03/16/2015 @ REF MARKER:JURIS: City BIN: NOTES LANE 1: East ADDL DATA:CC Stn:RR CROSSING: COUNT TYPE: AXLE PAIRS BATCH ID: DOT-R04 WW12a Vol HPMS SAMPLE: COUNT TAKEN BY: ORG CODE: TTG INITIALS: ZAP PROCESSED BY: ORG CODE: R04 INITIALS: DTB 12 TO 1 1 TO 2 2 TO 3 3 TO 4 4 TO 5 5 TO 6 6 TO 7 7 TO 8 8 TO 9 9 TO 10 10 TO 11 11 TO 12 12 TO 1 1 TO 2 2 TO 3 3 TO 4 4 TO 5 5 TO 6 6 TO 7 7 TO 8 8 TO 9 9 TO 10 10 TO 11 11 TO 12 DAILY DAILY DAILY HIGH HIGH AM PMDATEDAY TOTAL COUNT HOUR 1 S 2 M 3 T 4 W 5 T 6 F 7 S 8 S 9 M 10 T 11 W 12 T 13 F 14 S 15 S 16 M 17 T 18 W 19 T 20 F 21 S 22 S 23 M 24 T 25 W 26 T 27 F 28 S 29 S 30 M 31 T 383 435 493 485 373 261 241 171 112 87 46 23 19 12 14 78 168 321 347 256 247 306 329 360 358 429 465 468 347 308 250 213 117 84 5565 468 17 47 28 28 18 7 64 161 311 355 313 227 291 297 378 318 452 490 518 334 313 275 182 143 86 5636 518 17 44 24 26 14 22 65 154 321 338 258 252 295 297 348 405 441 AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6AM to Fri Noon)ADT 45 24 23 15 14 67 157 309 338 269 235 289 300 352 356 427 470 477 342 286 248 184 121 84 5432 DAYS Counted 4 HOURS Counted 74 WEEKDAYS Counted 4 WEEKDAY Hours 74 AVERAGE WEEKDAY High Hour 477 % of day 9% Axle Adj. Factor 0.973 Seasonal/Weekday Adjustment Factor 1.006 ESTIMATED AADT 5400 ROAD #:ROAD NAME:NY104 at 946B M FROM:NY104 EB (OFF)TO:CR120 (ON)COUNTY:Monroe STATION:433274 STATE DIR CODE:3 PLACEMENT:.09mi W of Culver Rd DATE OF COUNT: 03/16/2015 STATION:433275 New York State Department of Transportation Traffic Count Hourly Report Page 1 of 1 ROAD #:ROAD NAME:NY104 at 946B M FROM:CR120 (OFF)TO:NY104 EB (ON)COUNTY:Monroe DIRECTION: Eastbound FACTOR GROUP: 30 REC. SERIAL #: GD94 FUNC. CLASS: 14 TOWN:IRONDEQUOIT STATE DIR CODE: 3 WK OF YR: 12 PLACEMENT: .09mi W of RT 104 NHS: no LION#: DATE OF COUNT: 03/16/2015 @ REF MARKER:JURIS: City BIN: NOTES LANE 1: East ADDL DATA:CC Stn:RR CROSSING: COUNT TYPE: AXLE PAIRS BATCH ID: DOT-R04 WW12a Vol HPMS SAMPLE: COUNT TAKEN BY: ORG CODE: TTG INITIALS: ZAP PROCESSED BY: ORG CODE: R04 INITIALS: DTB 12 TO 1 1 TO 2 2 TO 3 3 TO 4 4 TO 5 5 TO 6 6 TO 7 7 TO 8 8 TO 9 9 TO 10 10 TO 11 11 TO 12 12 TO 1 1 TO 2 2 TO 3 3 TO 4 4 TO 5 5 TO 6 6 TO 7 7 TO 8 8 TO 9 9 TO 10 10 TO 11 11 TO 12 DAILY DAILY DAILY HIGH HIGH AM PMDATEDAY TOTAL COUNT HOUR 1 S 2 M 3 T 4 W 5 T 6 F 7 S 8 S 9 M 10 T 11 W 12 T 13 F 14 S 15 S 16 M 17 T 18 W 19 T 20 F 21 S 22 S 23 M 24 T 25 W 26 T 27 F 28 S 29 S 30 M 31 T 251 280 291 259 183 181 112 80 40 28 14 5 2 8 27 71 175 240 240 226 206 234 204 230 269 270 309 273 195 188 157 98 58 30 3729 309 16 12 8 4 10 24 76 189 245 266 239 199 227 237 248 250 288 335 273 222 168 106 74 73 34 3807 335 16 13 11 8 9 27 65 189 236 236 217 229 228 222 264 260 265 AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6AM to Fri Noon)ADT 13 8 5 9 25 69 179 234 240 221 205 224 215 240 251 269 304 261 195 174 122 82 55 30 3630 DAYS Counted 4 HOURS Counted 74 WEEKDAYS Counted 4 WEEKDAY Hours 74 AVERAGE WEEKDAY High Hour 304 % of day 8% Axle Adj. Factor 0.973 Seasonal/Weekday Adjustment Factor 1.006 ESTIMATED AADT 3608 ROAD #:ROAD NAME:NY104 at 946B M FROM:CR120 (OFF)TO:NY104 EB (ON)COUNTY:Monroe STATION:433275 STATE DIR CODE:3 PLACEMENT:.09mi W of RT 104 DATE OF COUNT: 03/16/2015 STATION:433276 New York State Department of Transportation Traffic Count Hourly Report Page 1 of 1 ROAD #:ROAD NAME:NY104 at 946B M FROM:NY104 WB (OFF)TO:CR120 (ON)COUNTY:Monroe DIRECTION: Westbound FACTOR GROUP: 30 REC. SERIAL #: GC11 FUNC. CLASS: 14 TOWN:IRONDEQUOIT STATE DIR CODE: 3 WK OF YR: 12 PLACEMENT: .08mi W of NY 104 WB NHS: no LION#: DATE OF COUNT: 03/16/2015 @ REF MARKER:JURIS: City BIN: NOTES LANE 1: West ADDL DATA:CC Stn:RR CROSSING: COUNT TYPE: AXLE PAIRS BATCH ID: DOT-R04 WW12a Vol HPMS SAMPLE: COUNT TAKEN BY: ORG CODE: TTG INITIALS: ZAP PROCESSED BY: ORG CODE: R04 INITIALS: DTB 12 TO 1 1 TO 2 2 TO 3 3 TO 4 4 TO 5 5 TO 6 6 TO 7 7 TO 8 8 TO 9 9 TO 10 10 TO 11 11 TO 12 12 TO 1 1 TO 2 2 TO 3 3 TO 4 4 TO 5 5 TO 6 6 TO 7 7 TO 8 8 TO 9 9 TO 10 10 TO 11 11 TO 12 DAILY DAILY DAILY HIGH HIGH AM PMDATEDAY TOTAL COUNT HOUR 1 S 2 M 3 T 4 W 5 T 6 F 7 S 8 S 9 M 10 T 11 W 12 T 13 F 14 S 15 S 16 M 17 T 18 W 19 T 20 F 21 S 22 S 23 M 24 T 25 W 26 T 27 F 28 S 29 S 30 M 31 T 20 6 6 8 11 40 86 255 260 223 212 235 268 252 328 314 372 372 256 215 164 119 60 46 4128 372 16 24 8 12 5 10 39 111 258 280 228 241 256 251 281 298 349 441 376 261 193 144 122 72 43 4303 441 16 24 5 5 4 17 23 90 249 227 204 213 264 293 260 307 374 398 362 250 190 159 140 67 56 4181 398 16 27 17 10 2 11 31 96 229 287 244 224 265 AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6AM to Fri Noon)ADT 23 9 8 5 12 32 93 241 257 219 216 248 264 257 303 337 393 360 249 194 152 124 64 47 4107 DAYS Counted 4 HOURS Counted 84 WEEKDAYS Counted 4 WEEKDAY Hours 84 AVERAGE WEEKDAY High Hour 393 % of day 10% Axle Adj. Factor 0.973 Seasonal/Weekday Adjustment Factor 1.006 ESTIMATED AADT 4083 ROAD #:ROAD NAME:NY104 at 946B M FROM:NY104 WB (OFF)TO:CR120 (ON)COUNTY:Monroe STATION:433276 STATE DIR CODE:3 PLACEMENT:.08mi W of NY 104 WB DATE OF COUNT: 03/16/2015 Proposed Providence Housing, Irondequoit, NY Documentation of Ambient Traffic Volume Growth Roadway Segment starts at Segment end at 2005 2011 2017 2019 Annual Growth Culver Road Norton Road Ridge Road 19,880 15,234 17,788 17,393 -0.95% SRF Associates Providence Housing 8/20/2020 1:46 PM Scenario ‐ 1 Scenario Name:User Group: Dev. phase:No. of Years to Project Traffic : Analyst Note: Warning: Method Entry Exit Rate/Equation Split%Split% Average 69 29 1.02 70%30% Average 106 106 40.59 50%50% Average 38 44 41.00 46%54% Entry (%)Exit (%)Entry Exit Entry (%)Exit (%) 100 100 1 1 70 30 100 100 1 1 50 50 100 100 1 1 46 54 Entry Exit Entry Exit Entry Exit 69 29 0 0 69 29 106 106 0 0 106 106 38 44 0 0 38 44 Entry (%)Exit (%)Entry (%)Exit (%)Entry (%)Exit (%) 100%100%0%0%0%0% 100%100%0%0%0%0% 100%100%0%0%0%0% Entry Exit 1.00 1.00 1.00 1.00 1.00 1.00 Vehicle 223 ‐ Affordable Housing ‐ Income Limits 853 ‐ Convenience Market with Gasoline Pumps 948 ‐ Automated Car Wash 223 ‐ Affordable Housing ‐ Income Limits 853 ‐ Convenience Market with Gasoline Pumps 948 ‐ Automated Car Wash OCCUPANCY: Land Use VEHICLE TRIPS AFTER MULTI‐MODAL ADJUSTMENT MODE SHARE: Land Use Personal Passenger Vehicle Truck Other Modes 853 ‐ Convenience Market with Gasoline Pumps 212 0 212 948 ‐ Automated Car Wash 82 0 82 Person Trips by Vehicle Person Trips by Other Modes Total Baseline Site Person Trips 223 ‐ Affordable Housing ‐ Income Limits 98 0 98 223 ‐ Affordable Housing ‐ Income Limits 853 ‐ Convenience Market with Gasoline Pumps 948 ‐ Automated Car Wash ESTIMATED BASELINE SITE PERSON TRIPS: Land Use Saturday, Peak Hour of Generator 82 VEHICLE TO PERSON TRIP CONVERSION BASELINE SITE VEHICLE CHARACTERISTICS: Land Use Baseline Site Vehicle Mode Share Baseline Site Vehicle Occupancy Baseline Site Vehicle Directional Split 948 ‐ Automated Car Wash Data Source: Trip Gen Manual, 10th Ed + General Urban/Suburban Car Wash Tunnels 2 Weekday, Peak Hour of Adjacent Street Traffic, 98 853 ‐ Convenience Market with Gasoline Pumps Data Source: Trip Gen Manual, 10th Ed + General Urban/Suburban 1000 Sq. Ft. GFA 5.2 Weekday, Peak Hour of Adjacent Street Traffic, 212 223 ‐ Affordable Housing ‐ Income Limits Data Source: Trip Gen Manual, 10th Ed + General Urban/Suburban Dwelling Units 96 AM Peak Hour 1 0 Land Use & Data Source Location IV Size Time Period VEHICLE TRIPS BEFORE REDUCTION Total The time periods among the land uses do not appear to match. Generated By OTISS Pro v2.1 2 SRF Associates Providence Housing 8/20/2020 1:46 PM Person Trips Vehicle Mode Share (%) Vehicle Occupancy Vehical Trips Person Trips Vehicle Mode Share (%) Vehicle Occupancy Vehical Trips 69 100%1.00 69 29 100%1.00 29 106 100%1.00 106 106 100%1.00 106 38 100%1.00 38 44 100%1.00 44 Persons Exit PAF UIPTC Unconstrained Demand Unconstrained Demand UIPTC PAF Persons Entry 29 0 0 0 0 0 0 106 Persons Entry PAF UIPTC Unconstrained Demand Unconstrained Demand UIPTC PAF Persons Exit 69 0 0 0 0 0 0 106 Persons Exit PAF UIPTC Unconstrained Demand Unconstrained Demand UIPTC PAF Persons Entry 29 0 0 0 0 0 0 38 Persons Entry PAF UIPTC Unconstrained Demand Unconstrained Demand UIPTC PAF Persons Exit 69 0 0 0 0 0 0 44 Persons Exit PAF UIPTC Unconstrained Demand Unconstrained Demand UIPTC PAF Persons Entry 106 0 0 0 0 0 0 38 Persons Entry PAF UIPTC Unconstrained Demand Unconstrained Demand UIPTC PAF Persons Exit 106 0 0 0 0 0 0 44 Entry Exit Total 0 0 0 Entry Exit Total 0 0 0 Entry Exit Total 0 0 0 0 0 0 100%100%‐ 223 ‐ Affordable Housing‐Income Limits Total Internal Person Trips Vehicle Mode Share Total Internal Person Trips 948 ‐ Automated Car Wash Internal Person Trips From Total Internal Person Trips INTERNAL VEHICLE TRIPS AND CAPTURE: 223 ‐ Affordable Housing‐Income Limits Internal Person Trips From Total Internal Person Trips 853 ‐ Convenience Market with Gasoline Pumps Internal Person Trips From ==>>> BALANCED ==>>> 0 <<<== BALANCED <<<== 0 INTERNAL PERSON TRIPS: 0 <<<== BALANCED <<<== 0 853 ‐ Convenience Market with Gasoline Pumps 948 ‐ Automated Car Wash <<<== BALANCED <<<== 0 223 ‐ Affordable Housing‐Income Limits 948 ‐ Automated Car Wash ==>>> BALANCED ==>>> BALANCED PERSON TRIPS: 223 ‐ Affordable Housing‐Income Limits 853 ‐ Convenience Market with Gasoline Pumps ==>>> BALANCED ==>>> 0 223 ‐ Affordable Housing ‐ Income Limits Residential 853 ‐ Convenience Market with Gasoline Pumps Retail 948 ‐ Automated Car Wash Resturant 948 ‐ Automated Car Wash INTERNAL VEHICLE TRIP REDUCTION LAND USE GROUP ASSIGNMENT: Land Use Land Use Group Land Use Entry Exit 223 ‐ Affordable Housing ‐ Income Limits 853 ‐ Convenience Market with Gasoline ADJUSTED VEHICLE TRIPS: Generated By OTISS Pro v2.1 3 SRF Associates Providence Housing 8/20/2020 1:46 PM 1.00 1.00 ‐ 0 0 0 69 29 98 0%0%0% 0 0 0 100%100%‐ 1.00 1.00 ‐ 0 0 0 106 106 212 0%0%0% 0 0 0 100%100%‐ 1.00 1.00 ‐ 0 0 0 38 44 82 0%0%0% Entry Exit Entry (%)Exit (%)Entry Exit 69 29 0.00%0.00%0 0 106 106 63.00%63.00%67 67 38 44 0.00%0.00%0 0 Entry Exit Entry (%)Exit (%)Entry Exit 69 29 0.00%0.00%0 0 106 106 26.00%26.00%28 28 38 44 0.00%0.00%0 0 Entry Exit Entry (%)Exit (%)Entry Exit 69 29 0.00%0.00%0 0 11 11 0.00%0.00%0 0 38 44 0.00%0.00%0 0 Entry Exit Total 69 29 98 11 11 22 38 44 82 223 ‐ Affordable Housing ‐ Income Limits 853 ‐ Convenience Market with Gasoline Pumps 948 ‐ Automated Car Wash 223 ‐ Affordable Housing ‐ Income Limits 853 ‐ Convenience Market with Gasoline Pumps 948 ‐ Automated Car Wash NEW VEHICLE TRIPS Land Use New Vehicle Trips 223 ‐ Affordable Housing ‐ Income Limits 853 ‐ Convenience Market with Gasoline Pumps 948 ‐ Automated Car Wash EXTRA VEHICLE TRIP REDUCTION Land Use (External ‐ (Pass‐by + Diverted)) Vehicle Trips Extra Vehicle Trip Reduction %Extra Reduced Vehicle Trips 223 ‐ Affordable Housing ‐ Income Limits 853 ‐ Convenience Market with Gasoline Pumps 948 ‐ Automated Car Wash DIVERTED VEHICLE TRIP REDUCTION Land Use External Vehicle Trips Diverted Vehicle Trip %Diverted Vehicle Trips Internal Vehicle Trip Capture PASS‐BY VEHICLE TRIP REDUCTION Land Use External Vehicle Trips Pass‐by Vehicle Trip %Pass‐by Vehicle Trips Total Internal Person Trips Vehicle Mode Share Vehicle Occupancy Total Vehicle Internal Trips Total External Vehicle Trips Vehicle Occupancy Total Vehicle Internal Trips Total External Vehicle Trips Internal Vehicle Trip Capture 948 ‐ Automated Car Wash Total External Vehicle Trips Internal Vehicle Trip Capture 853 ‐ Convenience Market with Gasoline Pumps Total Internal Person Trips Vehicle Mode Share Vehicle Occupancy Total Vehicle Internal Trips Generated By OTISS Pro v2.1 4 SRF Associates Providence Housing 8/20/2020 1:46 PM Entry Exit Total 69 29 98 11 11 22 38 44 82 Entry Exit Total 0 0 0 0 0 0 0 0 0 Entry Exit Total 213 179 392 213 179 392 0 0 0 213 179 392 0%0%0% 67 67 134 28 28 56 0 0 0 118 84 202 118 84 202 0 0 0 0 0 0 Truck Person Trips by Other Modes Pass‐by Vehicle Trips Diverted Vehicle Trips Extra Reduced Vehicle Trips New Vehicle Trips PPV Vehicle Trips Before Reduction Vehicle Trips After Multi‐modal Adjustment Internal Vehicle Trips External Vehicle Trips Internal Vehicle Trip Capture 223 ‐ Affordable Housing ‐ Income Limits 853 ‐ Convenience Market with Gasoline Pumps 948 ‐ Automated Car Wash RESULTS Site Totals 223 ‐ Affordable Housing ‐ Income Limits 853 ‐ Convenience Market with Gasoline Pumps 948 ‐ Automated Car Wash Land Use New Vehicle Trips (Truck) Land Use New Vehicle Trips (PPV) Generated By OTISS Pro v2.1 5 SRF Associates Providence Housing 8/20/2020 1:46 PM Scenario ‐ 2 Scenario Name:User Group: Dev. phase:No. of Years to Project Traffic : Analyst Note: Warning: Method Entry Exit Rate/Equation Split%Split% Average 30 30 0.62 50%50% Average 128 128 49.29 50%50% Average 78 78 77.50 50%50% Entry (%)Exit (%)Entry Exit Entry (%)Exit (%) 100 100 1 1 50 50 100 100 1 1 50 50 100 100 1 1 50 50 Entry Exit Entry Exit Entry Exit 30 30 0 0 30 30 128 128 0 0 128 128 78 78 0 0 78 78 Entry (%)Exit (%)Entry (%)Exit (%)Entry (%)Exit (%) 100%100%0%0%0%0% 100%100%0%0%0%0% 100%100%0%0%0%0% Entry Exit 1.00 1.00 1.00 1.00 1.00 1.00 Vehicle 223 ‐ Affordable Housing ‐ Income Limits 853 ‐ Convenience Market with Gasoline Pumps 948 ‐ Automated Car Wash 223 ‐ Affordable Housing ‐ Income Limits 853 ‐ Convenience Market with Gasoline Pumps 948 ‐ Automated Car Wash OCCUPANCY: Land Use VEHICLE TRIPS AFTER MULTI‐MODAL ADJUSTMENT MODE SHARE: Land Use Personal Passenger Vehicle Truck Other Modes 853 ‐ Convenience Market with Gasoline Pumps 256 0 256 948 ‐ Automated Car Wash 156 0 156 Person Trips by Vehicle Person Trips by Other Modes Total Baseline Site Person Trips 223 ‐ Affordable Housing ‐ Income Limits 60 0 60 223 ‐ Affordable Housing ‐ Income Limits 853 ‐ Convenience Market with Gasoline Pumps 948 ‐ Automated Car Wash ESTIMATED BASELINE SITE PERSON TRIPS: Land Use Weekday, Peak Hour of Adjacent Street Traffic, 156 VEHICLE TO PERSON TRIP CONVERSION BASELINE SITE VEHICLE CHARACTERISTICS: Land Use Baseline Site Vehicle Mode Share Baseline Site Vehicle Occupancy Baseline Site Vehicle Directional Split 948 ‐ Automated Car Wash Data Source: Trip Gen Manual, 10th Ed + General Urban/Suburban Car Wash Tunnels 2 Weekday, Peak Hour of Adjacent Street Traffic, 60 853 ‐ Convenience Market with Gasoline Pumps Data Source: Trip Gen Manual, 10th Ed + General Urban/Suburban 1000 Sq. Ft. GFA 5.2 Weekday, Peak Hour of Adjacent Street Traffic, 256 223 ‐ Affordable Housing ‐ Income Limits Data Source: Trip Gen Manual, 10th Ed + General Urban/Suburban Dwelling Units 96 PM Peak Hour 1 0 Land Use & Data Source Location IV Size Time Period VEHICLE TRIPS BEFORE REDUCTION Total Generated By OTISS Pro v2.1 6 SRF Associates Providence Housing 8/20/2020 1:46 PM Person Trips Vehicle Mode Share (%) Vehicle Occupancy Vehical Trips Person Trips Vehicle Mode Share (%) Vehicle Occupancy Vehical Trips 30 100%1.00 30 30 100%1.00 30 128 100%1.00 128 128 100%1.00 128 78 100%1.00 78 78 100%1.00 78 Persons Exit PAF UIPTC Unconstrained Demand Unconstrained Demand UIPTC PAF Persons Entry 30 0 0 0 0 0 0 128 Persons Entry PAF UIPTC Unconstrained Demand Unconstrained Demand UIPTC PAF Persons Exit 30 0 0 0 0 0 0 128 Persons Exit PAF UIPTC Unconstrained Demand Unconstrained Demand UIPTC PAF Persons Entry 30 0 0 0 0 0 0 78 Persons Entry PAF UIPTC Unconstrained Demand Unconstrained Demand UIPTC PAF Persons Exit 30 0 0 0 0 0 0 78 Persons Exit PAF UIPTC Unconstrained Demand Unconstrained Demand UIPTC PAF Persons Entry 128 0 0 0 0 0 0 78 Persons Entry PAF UIPTC Unconstrained Demand Unconstrained Demand UIPTC PAF Persons Exit 128 0 0 0 0 0 0 78 Entry Exit Total 0 0 0 Entry Exit Total 0 0 0 Entry Exit Total 0 0 0 0 0 0 100%100%‐ 223 ‐ Affordable Housing‐Income Limits Total Internal Person Trips Vehicle Mode Share Total Internal Person Trips 948 ‐ Automated Car Wash Internal Person Trips From Total Internal Person Trips INTERNAL VEHICLE TRIPS AND CAPTURE: 223 ‐ Affordable Housing‐Income Limits Internal Person Trips From Total Internal Person Trips 853 ‐ Convenience Market with Gasoline Pumps Internal Person Trips From ==>>> BALANCED ==>>> 0 <<<== BALANCED <<<== 0 INTERNAL PERSON TRIPS: 0 <<<== BALANCED <<<== 0 853 ‐ Convenience Market with Gasoline Pumps 948 ‐ Automated Car Wash <<<== BALANCED <<<== 0 223 ‐ Affordable Housing‐Income Limits 948 ‐ Automated Car Wash ==>>> BALANCED ==>>> BALANCED PERSON TRIPS: 223 ‐ Affordable Housing‐Income Limits 853 ‐ Convenience Market with Gasoline Pumps ==>>> BALANCED ==>>> 0 223 ‐ Affordable Housing ‐ Income Limits Residential 853 ‐ Convenience Market with Gasoline Pumps Retail 948 ‐ Automated Car Wash Resturant 948 ‐ Automated Car Wash INTERNAL VEHICLE TRIP REDUCTION LAND USE GROUP ASSIGNMENT: Land Use Land Use Group Land Use Entry Exit 223 ‐ Affordable Housing ‐ Income Limits 853 ‐ Convenience Market with Gasoline ADJUSTED VEHICLE TRIPS: Generated By OTISS Pro v2.1 7 SRF Associates Providence Housing 8/20/2020 1:46 PM 1.00 1.00 ‐ 0 0 0 30 30 60 0%0%0% 0 0 0 100%100%‐ 1.00 1.00 ‐ 0 0 0 128 128 256 0%0%0% 0 0 0 100%100%‐ 1.00 1.00 ‐ 0 0 0 78 78 156 0%0%0% Entry Exit Entry (%)Exit (%)Entry Exit 30 30 0.00%0.00%0 0 128 128 66.00%66.00%84 84 78 78 0.00%0.00%0 0 Entry Exit Entry (%)Exit (%)Entry Exit 30 30 0.00%0.00%0 0 128 128 17.00%17.00%22 22 78 78 0.00%0.00%0 0 Entry Exit Entry (%)Exit (%)Entry Exit 30 30 0.00%0.00%0 0 22 22 0.00%0.00%0 0 78 78 0.00%0.00%0 0 Entry Exit Total 30 30 60 22 22 44 78 78 156 223 ‐ Affordable Housing ‐ Income Limits 853 ‐ Convenience Market with Gasoline Pumps 948 ‐ Automated Car Wash 223 ‐ Affordable Housing ‐ Income Limits 853 ‐ Convenience Market with Gasoline Pumps 948 ‐ Automated Car Wash NEW VEHICLE TRIPS Land Use New Vehicle Trips 223 ‐ Affordable Housing ‐ Income Limits 853 ‐ Convenience Market with Gasoline Pumps 948 ‐ Automated Car Wash EXTRA VEHICLE TRIP REDUCTION Land Use (External ‐ (Pass‐by + Diverted)) Vehicle Trips Extra Vehicle Trip Reduction %Extra Reduced Vehicle Trips 223 ‐ Affordable Housing ‐ Income Limits 853 ‐ Convenience Market with Gasoline Pumps 948 ‐ Automated Car Wash DIVERTED VEHICLE TRIP REDUCTION Land Use External Vehicle Trips Diverted Vehicle Trip %Diverted Vehicle Trips Internal Vehicle Trip Capture PASS‐BY VEHICLE TRIP REDUCTION Land Use External Vehicle Trips Pass‐by Vehicle Trip %Pass‐by Vehicle Trips Total Internal Person Trips Vehicle Mode Share Vehicle Occupancy Total Vehicle Internal Trips Total External Vehicle Trips Vehicle Occupancy Total Vehicle Internal Trips Total External Vehicle Trips Internal Vehicle Trip Capture 948 ‐ Automated Car Wash Total External Vehicle Trips Internal Vehicle Trip Capture 853 ‐ Convenience Market with Gasoline Pumps Total Internal Person Trips Vehicle Mode Share Vehicle Occupancy Total Vehicle Internal Trips Generated By OTISS Pro v2.1 8 SRF Associates Providence Housing 8/20/2020 1:46 PM Entry Exit Total 30 30 60 22 22 44 78 78 156 Entry Exit Total 0 0 0 0 0 0 0 0 0 Entry Exit Total 236 236 472 236 236 472 0 0 0 236 236 472 0%0%0% 84 84 168 22 22 44 0 0 0 130 130 260 130 130 260 0 0 0 0 0 0 Truck Person Trips by Other Modes Pass‐by Vehicle Trips Diverted Vehicle Trips Extra Reduced Vehicle Trips New Vehicle Trips PPV Vehicle Trips Before Reduction Vehicle Trips After Multi‐modal Adjustment Internal Vehicle Trips External Vehicle Trips Internal Vehicle Trip Capture 223 ‐ Affordable Housing ‐ Income Limits 853 ‐ Convenience Market with Gasoline Pumps 948 ‐ Automated Car Wash RESULTS Site Totals 223 ‐ Affordable Housing ‐ Income Limits 853 ‐ Convenience Market with Gasoline Pumps 948 ‐ Automated Car Wash Land Use New Vehicle Trips (Truck) Land Use New Vehicle Trips (PPV) Generated By OTISS Pro v2.1 9 PROPOSED PROVIDENCE HOUSING TOWN OF IRONDEQUOIT, NY AM PEAK FIG 3A FIG 3B FIG 6A FIG7A FIG 8A FIG 6B FIG 7B FIG 8B FIG 8C Num of yrs 1 2020 2021 Gas/Wash Residential COMBINED Bkgd Vol Enter Exit Trips IN Trips OUT Build Enter Exit Trips IN Trips OUT Build Build 1.00% Dist. % Dist. % 55 57 Volumes Dist. % Dist. % 69 29 Volumes Volumes 1 Culver Road Brookdale Park/Proposed Driveway SR 22 28 28 28 28 28 ST 364 455 460 -41 -41 419 460 419 SL 55% 30 41 71 71 69% 48 48 48 119 WR 55% 31 43 74 74 69% 20 21 21 95 WT 5% 3 3 3 1% 0 0 0 3 WL 40% 23 43 66 66 30% 9 9 9 75 NR 40% 22 41 63 63 30% 21 21 21 84 NT 386 483 488 -41 -41 447 488 447 NL 6 8 8 8 8 8 ER 8 10 10 10 10 10 ET 5% 3 3 3 1% 1 1 1 3 EL 23 29 29 29 29 29 2 Culver Road 104 WB Ramps SR 120 150 152 152 152 152 ST 373 466 471 35% 19 19 490 38% 26 26 497 516 SL WR 174 218 220 220 220 220 WT 16 20 20 20 20 20 WL 100 125 126 10% 6 6 132 10% 7 7 133 138 NR NT 265 331 334 35% 20 2 22 356 39% 11 12 346 368 NL 150 188 190 10% 6 6 196 18% 5 5 195 201 ER ET EL 3 Culver Road 104 EB Ramps SR ST 289 361 365 45% 25 25 390 48% 33 33 398 423 SL 196 245 247 247 247 247 WR WT WL NR 70 88 89 10% 6 6 95 12% 8 8 97 103 NT 309 386 390 45% 25 2 27 417 57% 39 39 429 456 NL ER 128 160 162 10% 6 6 168 21% 6 6 168 174 ET 1 1 1 1 1 1 EL 110 138 139 139 139 139 Residential Site Trips Proposed Providence HousingGas/Wash Site Trips LOCATION NUMBER INTERSECTION DESCRIPTION Pass-by Trips Proposed Gas Station/Car Wash Base Volume 2020 Existing Volume PROPOSED PROVIDENCE HOUSING TOWN OF IRONDEQUOIT, NY PM PEAK FIG 3A FIG 3B FIG 6A FIG7A FIG 8A FIG 6B FIG 7B FIG 8B FIG 8C Num of yrs 1 1 Culver Road Brookdale Park SR 72 75 76 76 76 76 ST 741 745 752 -64 -64 688 752 688 SL 55% 38 64 102 102 69% 21 21 21 123 WR 55% 38 63 101 101 69% 21 21 21 122 WT 5% 3 3 3 1% 0 0 0 4 WL 40% 28 64 92 92 30% 9 9 9 101 NR 40% 28 63 91 91 30% 9 9 9 100 NT 755 795 803 -63 -63 740 803 740 NL 16 20 20 20 20 20 ER 12 15 15 15 15 15 ET 5% 3 3 3 1% 0 0 0 4 EL 36 40 40 40 40 40 2 Culver Road 104 WB Ramps SR 150 155 157 157 157 157 ST 556 650 657 35% 24 24 681 38% 11 11 668 693 SL WR 332 325 328 328 328 328 WT 12 15 15 15 15 15 WL 107 120 121 10% 7 7 128 10% 3 3 124 131 NR NT 695 710 717 35% 24 24 741 39% 12 12 729 753 NL 209 250 253 10% 7 7 260 18% 5 6 259 265 ER ET EL 3 Culver Road 104 EB Ramps SR ST 475 500 505 45% 31 31 536 48% 14 14 519 550 SL 267 275 278 278 278 278 WR WT WL NR 117 130 131 10% 7 7 138 12% 4 4 135 142 NT 664 730 737 45% 31 31 768 57% 17 17 754 785 NL ER 215 225 227 10% 7 7 234 21% 6 7 234 240 ET 6 10 10 10 10 10 EL 208 230 232 232 232 232 Guideline for determining left-turn Lane at a two-way stop-controlled intersection TWO LANE ROADWAY INPUT Value Culver Road @ Brookdale Park SB - AM Peak Quicklee's Only 40 14% 518 518 CALIBRATION CONSTANTS Variable Value Average time for making left-turn, s: 3.0 Critical headway, s: 5.0 Average time for left-turn vehicle to clear the advancing lane, s: 1.9 PLOT - LINE 1 PLOT - LINE 2 0 518 518 0 518 518 518 518 OUTPUT Value 284 Advancing volume (VA), veh/h: Variable Major Approach Approach Design Speed Limit - MPH Percent of left-turns in advancing volume (VA), %: Opposing volume (VO), veh/h: Variable Limiting advancing volume (VA), veh/h: Guidance for determining the need for a major-road left-turn bay: SB - AM Peak Quicklee's Only Left-turn treatment warranted at Culver Road @ Brookdale Park Intersect 0 100 200 300 400 500 600 700 800 900 1000 0 100 200 300 400 500 600 700 800 900 1000Op p o s i n g V o l u m e ( V O), v e h / h Advancing Volume (VA), veh/h Guideline for determining left-turn Lane at a two-way stop-controlled intersection TWO LANE ROADWAY INPUT Value Culver Road @ Brookdale Park SB - PM Peak Quicklee's Only 40 12% 866 851 CALIBRATION CONSTANTS Variable Value Average time for making left-turn, s: 3.0 Critical headway, s: 5.0 Average time for left-turn vehicle to clear the advancing lane, s: 1.9 PLOT - LINE 1 PLOT - LINE 2 0 851 866 0 866 851 866 851 OUTPUT Value 217 Opposing volume (VO), veh/h: Variable Limiting advancing volume (VA), veh/h: Guidance for determining the need for a major-road left-turn bay: SB - PM Peak Quicklee's Only Left-turn treatment warranted at Culver Road @ Brookdale Park Intersecti Advancing volume (VA), veh/h: Variable Major Approach Approach Design Speed Limit - MPH Percent of left-turns in advancing volume (VA), %: 0 100 200 300 400 500 600 700 800 900 1000 0 100 200 300 400 500 600 700 800 900 1000Op p o s i n g V o l u m e ( V O), v e h / h Advancing Volume (VA), veh/h Guideline for determining left-turn Lane at a two-way stop-controlled intersection TWO LANE ROADWAY INPUT Value Culver Road @ Brookdale Park SB - AM Peak Residential Only 40 9% 536 539 CALIBRATION CONSTANTS Variable Value Average time for making left-turn, s: 3.0 Critical headway, s: 5.0 Average time for left-turn vehicle to clear the advancing lane, s: 1.9 PLOT - LINE 1 PLOT - LINE 2 0 539 536 0 536 539 536 539 OUTPUT Value 334 Advancing volume (VA), veh/h: Variable Major Approach Approach Design Speed Limit - MPH Percent of left-turns in advancing volume (VA), %: Opposing volume (VO), veh/h: Variable Limiting advancing volume (VA), veh/h: Guidance for determining the need for a major-road left-turn bay: SB - AM Peak Residential Only Left-turn treatment warranted at Culver Road @ Brookdale Park Intersec 0 100 200 300 400 500 600 700 800 900 1000 0 100 200 300 400 500 600 700 800 900 1000Op p o s i n g V o l u m e ( V O), v e h / h Advancing Volume (VA), veh/h Guideline for determining left-turn Lane at a two-way stop-controlled intersection TWO LANE ROADWAY INPUT Value Culver Road @ Brookdale Park SB - PM Peak Residential Only 40 2% 849 832 CALIBRATION CONSTANTS Variable Value Average time for making left-turn, s: 3.0 Critical headway, s: 5.0 Average time for left-turn vehicle to clear the advancing lane, s: 1.9 PLOT - LINE 1 PLOT - LINE 2 0 832 849 0 849 832 849 832 OUTPUT Value 459 Opposing volume (VO), veh/h: Variable Limiting advancing volume (VA), veh/h: Guidance for determining the need for a major-road left-turn bay: SB - PM Peak Residential Only Left-turn treatment warranted at Culver Road @ Brookdale Park Intersect Advancing volume (VA), veh/h: Variable Major Approach Approach Design Speed Limit - MPH Percent of left-turns in advancing volume (VA), %: 0 100 200 300 400 500 600 700 800 900 1000 0 100 200 300 400 500 600 700 800 900 1000Op p o s i n g V o l u m e ( V O), v e h / h Advancing Volume (VA), veh/h Guideline for determining left-turn Lane at a two-way stop-controlled intersection TWO LANE ROADWAY INPUT Value Culver Road @ Brookdale Park SB - AM Peak Combined Full Build 40 21% 566 539 CALIBRATION CONSTANTS Variable Value Average time for making left-turn, s: 3.0 Critical headway, s: 5.0 Average time for left-turn vehicle to clear the advancing lane, s: 1.9 PLOT - LINE 1 PLOT - LINE 2 0 539 566 0 566 539 566 539 OUTPUT Value 234 Opposing volume (VO), veh/h: Variable Limiting advancing volume (VA), veh/h: Guidance for determining the need for a major-road left-turn bay: SB - AM Peak Combined Full Build Left-turn treatment warranted at Culver Road @ Brookdale Park Inter Variable Major Approach Approach Design Speed Limit - MPH Percent of left-turns in advancing volume (VA), %: Advancing volume (VA), veh/h: 0 100 200 300 400 500 600 700 800 900 1000 0 100 200 300 400 500 600 700 800 900 1000Op p o s i n g V o l u m e ( V O), v e h / h Advancing Volume (VA), veh/h Guideline for determining left-turn Lane at a two-way stop-controlled intersection TWO LANE ROADWAY INPUT Value Culver Road @ Brookdale Park SB - PM Peak Combined Full Build 40 14% 887 860 CALIBRATION CONSTANTS Variable Value Average time for making left-turn, s: 3.0 Critical headway, s: 5.0 Average time for left-turn vehicle to clear the advancing lane, s: 1.9 PLOT - LINE 1 PLOT - LINE 2 0 860 887 0 887 860 887 860 OUTPUT Value 201 Opposing volume (VO), veh/h: Variable Limiting advancing volume (VA), veh/h: Guidance for determining the need for a major-road left-turn bay: SB - PM Peak Combined Full Build Left-turn treatment warranted at Culver Road @ Brookdale Park Inter Variable Major Approach Approach Design Speed Limit - MPH Percent of left-turns in advancing volume (VA), %: Advancing volume (VA), veh/h: 0 100 200 300 400 500 600 700 800 900 1000 0 100 200 300 400 500 600 700 800 900 1000Op p o s i n g V o l u m e ( V O), v e h / h Advancing Volume (VA), veh/h Traffic Signal Warrant Analysis Culver Rd/Brookdale Park-Proposed Driveway per NYSDOT count on Culver Rd per NYSDOT count on Culver Rd per NYSDOT count on Culver Rd Hourly Fluctuation Warrant 1 Condition A Warrant 1 Condition B Warrant 2 (4- hour) NB SB Two-Way Two-Way Total Total Total Total Total 600/200 900/100 115 vph 6:00 AM to 7:00 AM 310 278 588 2.23%626 612 636 4.40%108 2.90%8 116 N N N 7:00 AM to 8:00 AM 515 747 1262 4.79%1036 1053 1105 6.50%128 7.40%26 154 N Y N 8:00 AM to 9:00 AM 527 586 1113 4.22%1184 1159 1205 5.90%144 6.30%18 162 N Y Y 9:00 AM to 10:00 AM 485 474 959 3.64%1020 999 1038 4.90%120 5.30%15 135 N Y N 10:00 AM to 11:00 AM 536 501 1037 3.93%1103 1080 1122 5.00%122 4.00%11 134 N Y N 11:00 AM to 12:00 PM 564 516 1080 4.10%1149 1125 1169 5.30%130 5.30%15 145 N Y Y 12:00 PM to 1:00 PM 575 559 1134 4.30%1206 1181 1227 5.80%142 5.40%15 157 N Y Y 1:00 PM to 2:00 PM 573 569 1142 4.33%1215 1189 1236 5.30%130 4.60%13 143 N Y Y 2:00 PM to 3:00 PM 704 676 1380 5.23%1468 1437 1494 5.80%142 5.70%16 158 N Y Y 3:00 PM to 4:00 PM 776 725 1501 5.69%1597 1563 1625 6.40%156 6.20%18 174 N Y Y 4:00 PM to 5:00 PM 836 769 1605 6.09%1707 1672 1737 7.20%176 7.60%22 198 N Y Y 5:00 PM to 6:00 PM 860 754 1614 6.12%1717 1681 1747 7.20%176 9.10%26 202 Y Y Y 6:00 PM to 7:00 PM 666 626 1292 4.90%1374 1346 1398 6.70%164 7.90%23 186 N Y Y 7:00 PM to 8:00 PM 507 493 1000 3.79%1064 1042 1082 5.50%134 5.70%16 151 N Y N 8:00 PM to 9:00 PM 408 472 880 3.34%936 917 953 4.60%112 5.10%15 127 N Y N 9:00 PM to 10:00 PM 277 358 635 2.41%676 661 687 3.90%95 3.60%10 106 N N N 11,777 14,586 26,363 28,045 27,457 28,535 2,444 286 13 16 16 Note: Exiting volume includes left turns plus 80% of right turns. It is assumed that approximately 20% of right turns will exit via RTOR and are not included. Total Hourly Volumes Exiting Proposed Quicklees Combined Full Build Total Hourly Exiting Volumes Warrant Analysis Town of Irondequoit, Monroe County Hour Existing Fluctuation in Artery Volumes Artery Volume on Culver Rd at Brookdale - Quicklees Only Hourly Fluctuation of Multi-Family Housing Traffic Total Hourly Volumes Exiting Proposed Affordable Housing Artery Volume on Culver Rd at Brookdale - Combined Full Build Artery Volume on Culver Rd at Brookdale - Residential Only Hourly Fluctuation of Convenience Store with Gas Traffic A3 Level of Service: Criteria and Definitions Level of Service Criteria Highway Capacity Manual 2016 SIGNALIZED INTERSECTIONS Level of Service is a qualitative measure describing operational conditions within a traffic stream, based on service measures such as speed and travel time, freedom to maneuver, traffic interruptions, comfort, and convenience. Level of Service for signalized intersections is defined in terms of delay specifically, average total delay per vehicle for a 15 minute analysis period. The ranges are as follows: Level Control Delay of per vehicle Service (seconds) A < 10 B 10 – 20 C 20 – 35 D 35 – 55 E 55 – 80 F >80 UNSIGNALIZED INTERSECTIONS Level of Service for unsignalized intersections is also defined in terms of delay. However, the delay criteria are different from a signalized intersection. The primary reason for this is driver expectation that a signalized intersection is designed to carry higher volumes than an unsignalized intersection. The total delay threshold for any given Level of Service is less for an unsignalized intersection than for a signalized intersection. The ranges are as follows: Level Control Delay of per vehicle Service (seconds) A < 10 B 10 – 15 C 15 – 25 D 25 – 35 E 35 - 50 F >50 A4 Level of Service Calculations: 2020 Adjusted Base Conditions Lanes, Volumes, Timings 40050 Providence Housing 1: Culver & Brookdale Park 2020 Exisiting Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph)29 10 8 483 455 28 Future Volume (vph)29 10 8 483 455 28 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.965 0.992 Flt Protected 0.964 0.999 Satd. Flow (prot)1733 0 0 3536 3511 0 Flt Permitted 0.964 0.999 Satd. Flow (perm)1733 0 0 3536 3511 0 Link Speed (mph)30 35 30 Link Distance (ft)398 958 399 Travel Time (s)9.0 18.7 9.1 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 1.00 Adj. Flow (vph)34 12 9 562 529 28 Shared Lane Traffic (%) Lane Group Flow (vph) 46 0 0 571 557 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft)12 0 0 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 29.0%ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 40050 Providence Housing 1: Culver & Brookdale Park 2020 Exisiting Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 2 Intersection Int Delay, s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 29 10 8 483 455 28 Future Vol, veh/h 29 10 8 483 455 28 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 86 86 86 86 86 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 34 12 9 562 529 28 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 842 279 557 0 - 0 Stage 1 543 - - - - - Stage 2 299 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 303 718 1010 - - - Stage 1 546 - - - - - Stage 2 726 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 299 718 1010 - - - Mov Cap-2 Maneuver 299 - - - - - Stage 1 539 - - - - - Stage 2 726 - - - - - Approach EB NB SB HCM Control Delay, s 16.7 0.2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h)1010 - 352 - - HCM Lane V/C Ratio 0.009 - 0.129 - - HCM Control Delay (s) 8.6 0.1 16.7 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.4 - - Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2020 Exisiting Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 138 1 160 0 0 0 0 386 88 245 361 0 Future Volume (vph) 138 1 160 0 0 0 0 386 88 245 361 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)225 200 0 0 0 0 85 0 Storage Lanes 1 1 0 0 0 0 1 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.972 Flt Protected 0.950 0.953 0.950 Satd. Flow (prot)1681 1686 1583 0 0 0 0 3440 0 1770 3539 0 Flt Permitted 0.950 0.953 0.333 Satd. Flow (perm)1681 1686 1583 0 0 0 0 3440 0 620 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)186 31 Link Speed (mph)40 40 35 35 Link Distance (ft)364 384 399 260 Travel Time (s)6.2 6.5 7.8 5.1 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 Adj. Flow (vph)160 1 186 0 0 0 0 449 102 285 420 0 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 80 81 186 0 0 0 0 551 0 285 420 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm NA pm+pt NA Protected Phases 4 4 2 1 3 1 3 6 Permitted Phases 4 1 3 6 Detector Phase 4 4 4 2 1 1 3 6 Switch Phase Minimum Initial (s) 6.0 6.0 6.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)25.0 25.0 25.0 30.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2020 Exisiting Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 4 Lane Group Ø1 Ø3 Ø5 Ø6 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 3 5 6 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 10.0 4.0 7.0 Minimum Split (s)10.0 20.0 10.0 25.0 Total Split (s)10.0 25.0 10.0 30.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2020 Exisiting Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.8% 27.8% 27.8%33.3% Maximum Green (s) 19.5 19.5 19.5 24.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.5 -2.5 -2.5 -2.5 Total Lost Time (s)3.0 3.0 3.0 3.0 Lead/Lag Lag Lag Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)15.3 15.3 15.3 36.7 64.7 68.3 Actuated g/C Ratio 0.17 0.17 0.17 0.41 0.72 0.76 v/c Ratio 0.28 0.28 0.44 0.39 0.37 0.16 Control Delay 33.5 33.6 8.2 20.5 5.6 0.7 Queue Delay 0.0 0.0 0.0 0.0 0.1 0.1 Total Delay 33.5 33.6 8.2 20.5 5.7 0.8 LOS C C A C A A Approach Delay 19.9 20.5 2.8 Approach LOS B C A Intersection Summary Area Type:Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 3 (3%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.50 Intersection Signal Delay: 12.6 Intersection LOS: B Intersection Capacity Utilization 46.4% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 4761: Culver & 104 EB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2020 Exisiting Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 6 Lane Group Ø1 Ø3 Ø5 Ø6 Total Split (%)11% 28% 11% 33% Maximum Green (s) 4.5 19.5 4.5 24.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 4.0 2.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2020 Exisiting Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 125 20 218 188 331 0 0 466 150 Future Volume (vph)0 0 0 125 20 218 188 331 0 0 466 150 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 200 350 85 0 0 0 Storage Lanes 0 0 1 1 1 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.850 0.964 Flt Protected 0.959 0.950 Satd. Flow (prot)0 0 0 0 3394 1583 1770 3539 0 0 3412 0 Flt Permitted 0.959 0.325 Satd. Flow (perm)0 0 0 0 3394 1583 605 3539 0 0 3412 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)237 49 Link Speed (mph)40 40 35 35 Link Distance (ft)338 396 260 1227 Travel Time (s)5.8 6.8 5.1 23.9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 0 0 136 22 237 204 360 0 0 507 163 Shared Lane Traffic (%) Lane Group Flow (vph)0 0 0 0 158 237 204 360 0 0 670 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 12 10 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm pm+pt NA NA Protected Phases 3 3 4 5 2 4 5 6 Permitted Phases 3 2 4 5 Detector Phase 3 3 3 5 2 4 5 6 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)25.0 25.0 25.0 30.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2020 Exisiting Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 8 Lane Group Ø1 Ø2 Ø4 Ø5 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 2 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 7.0 6.0 4.0 Minimum Split (s)10.0 25.0 20.0 10.0 Total Split (s)10.0 30.0 25.0 10.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2020 Exisiting Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.8% 27.8% 27.8%33.3% Maximum Green (s)19.5 19.5 19.5 24.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s)-2.5 -2.5 -2.5 Total Lost Time (s)3.0 3.0 3.0 Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s)4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) 16.0 16.0 62.3 62.9 39.4 Actuated g/C Ratio 0.18 0.18 0.69 0.70 0.44 v/c Ratio 0.26 0.50 0.27 0.15 0.44 Control Delay 32.0 8.0 6.3 1.1 19.1 Queue Delay 0.0 0.0 0.4 0.1 0.0 Total Delay 32.0 8.0 6.6 1.2 19.1 LOS C A A A B Approach Delay 17.6 3.2 19.1 Approach LOS B A B Intersection Summary Area Type:Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 3 (3%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.50 Intersection Signal Delay: 13.2 Intersection LOS: B Intersection Capacity Utilization 46.4% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 4762: Culver & 104 WB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2020 Exisiting Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 10 Lane Group Ø1 Ø2 Ø4 Ø5 Total Split (%)11% 33% 28% 11% Maximum Green (s) 4.5 24.5 19.5 4.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lead-Lag Optimize? Vehicle Extension (s) 2.0 2.0 4.0 2.0 Recall Mode None C-Max None None Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Lanes, Volumes, Timings 40050 Providence Housing 1: Culver & Brookdale Park 2020 Existing Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph)40 15 20 795 745 75 Future Volume (vph)40 15 20 795 745 75 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.964 0.986 Flt Protected 0.965 0.999 Satd. Flow (prot)1733 0 0 3536 3490 0 Flt Permitted 0.965 0.999 Satd. Flow (perm)1733 0 0 3536 3490 0 Link Speed (mph)30 35 30 Link Distance (ft)393 968 389 Travel Time (s)8.9 18.9 8.8 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph)41 15 21 820 768 77 Shared Lane Traffic (%) Lane Group Flow (vph) 56 0 0 841 845 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft)12 0 0 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 46.3%ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 40050 Providence Housing 1: Culver & Brookdale Park 2020 Existing Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 2 Intersection Int Delay, s/veh 1.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 40 15 20 795 745 75 Future Vol, veh/h 40 15 20 795 745 75 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 41 15 21 820 768 77 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1259 423 845 0 - 0 Stage 1 807 - - - - - Stage 2 452 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 163 579 787 - - - Stage 1 399 - - - - - Stage 2 608 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 155 579 787 - - - Mov Cap-2 Maneuver 155 - - - - - Stage 1 379 - - - - - Stage 2 608 - - - - - Approach EB NB SB HCM Control Delay, s 31 0.4 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h)787 - 194 - - HCM Lane V/C Ratio 0.026 - 0.292 - - HCM Control Delay (s) 9.7 0.2 31 - - HCM Lane LOS A A D - - HCM 95th %tile Q(veh) 0.1 - 1.2 - - Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2020 Existing Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 230 10 225 0 0 0 0 730 130 275 500 0 Future Volume (vph) 230 10 225 0 0 0 0 730 130 275 500 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)225 200 0 0 0 0 85 0 Storage Lanes 1 1 0 0 0 0 1 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.977 Flt Protected 0.950 0.956 0.950 Satd. Flow (prot)1681 1692 1583 0 0 0 0 3458 0 1770 3539 0 Flt Permitted 0.950 0.956 0.185 Satd. Flow (perm)1681 1692 1583 0 0 0 0 3458 0 345 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)234 17 Link Speed (mph)40 40 35 35 Link Distance (ft)851 384 389 260 Travel Time (s)14.5 6.5 7.6 5.1 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph)240 10 234 0 0 0 0 760 135 286 521 0 Shared Lane Traffic (%) 48% Lane Group Flow (vph) 125 125 234 0 0 0 0 895 0 286 521 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm NA pm+pt NA Protected Phases 4 4 2 1 3 1 3 6 Permitted Phases 4 1 3 6 Detector Phase 4 4 4 2 1 1 3 6 Switch Phase Minimum Initial (s) 6.0 6.0 6.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)33.0 33.0 33.0 42.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2020 Existing Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 4 Lane Group Ø1 Ø3 Ø5 Ø6 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 3 5 6 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 10.0 4.0 7.0 Minimum Split (s)10.0 20.0 10.0 25.0 Total Split (s)12.0 33.0 12.0 42.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2020 Existing Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.5% 27.5% 27.5%35.0% Maximum Green (s) 27.5 27.5 27.5 36.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 5.5 5.5 Lead/Lag Lag Lag Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)20.6 20.6 20.6 50.1 80.0 86.6 Actuated g/C Ratio 0.17 0.17 0.17 0.42 0.67 0.72 v/c Ratio 0.43 0.43 0.50 0.62 0.52 0.20 Control Delay 47.7 47.6 8.8 32.0 18.2 0.5 Queue Delay 0.0 0.0 0.0 0.0 0.1 0.1 Total Delay 47.8 47.6 8.8 32.0 18.3 0.6 LOS D D A C B A Approach Delay 28.9 32.0 6.9 Approach LOS C C A Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 10 (8%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 22.0 Intersection LOS: C Intersection Capacity Utilization 59.9% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 4761: Culver & 104 EB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2020 Existing Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 6 Lane Group Ø1 Ø3 Ø5 Ø6 Total Split (%)10% 28% 10% 35% Maximum Green (s) 6.5 27.5 6.5 36.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 4.0 2.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2020 Existing Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 120 15 325 250 710 0 0 650 155 Future Volume (vph)0 0 0 120 15 325 250 710 0 0 650 155 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 200 350 85 0 0 0 Storage Lanes 0 0 1 1 1 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.850 0.971 Flt Protected 0.958 0.950 Satd. Flow (prot)0 0 0 0 3391 1583 1770 3539 0 0 3437 0 Flt Permitted 0.958 0.240 Satd. Flow (perm)0 0 0 0 3391 1583 447 3539 0 0 3437 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)260 25 Link Speed (mph)40 40 35 35 Link Distance (ft)553 396 260 1227 Travel Time (s)9.4 6.8 5.1 23.9 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph)0 0 0 126 16 342 263 747 0 0 684 163 Shared Lane Traffic (%) Lane Group Flow (vph)0 0 0 0 142 342 263 747 0 0 847 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 12 10 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm pm+pt NA NA Protected Phases 3 3 4 5 2 4 5 6 Permitted Phases 3 2 4 5 Detector Phase 3 3 3 5 2 4 5 6 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)33.0 33.0 33.0 42.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2020 Existing Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 8 Lane Group Ø1 Ø2 Ø4 Ø5 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 2 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 7.0 6.0 4.0 Minimum Split (s)10.0 25.0 20.0 10.0 Total Split (s)12.0 42.0 33.0 12.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2020 Existing Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.5% 27.5% 27.5%35.0% Maximum Green (s)27.5 27.5 27.5 36.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 5.5 Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s)4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) 18.2 18.2 82.7 83.8 52.7 Actuated g/C Ratio 0.15 0.15 0.69 0.70 0.44 v/c Ratio 0.28 0.74 0.39 0.30 0.56 Control Delay 44.6 22.2 15.9 2.1 28.6 Queue Delay 0.0 0.0 1.4 0.2 0.0 Total Delay 44.6 22.2 17.3 2.3 28.7 LOS D C B A C Approach Delay 28.8 6.2 28.7 Approach LOS C A C Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 10 (8%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 19.0 Intersection LOS: B Intersection Capacity Utilization 59.9% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 4762: Culver & 104 WB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2020 Existing Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 10 Lane Group Ø1 Ø2 Ø4 Ø5 Total Split (%)10% 35% 28% 10% Maximum Green (s) 6.5 36.5 27.5 6.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lead-Lag Optimize? Vehicle Extension (s) 2.0 2.0 4.0 2.0 Recall Mode None C-Max None None Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary A5 Level of Service Calculations: 2021 Background Conditions Lanes, Volumes, Timings 40050 Providence Housing 1: Culver & Brookdale Park 2021 Background Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph)29 10 8 488 460 28 Future Volume (vph)29 10 8 488 460 28 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.965 0.993 Flt Protected 0.964 0.999 Satd. Flow (prot)1733 0 0 3536 3514 0 Flt Permitted 0.964 0.999 Satd. Flow (perm)1733 0 0 3536 3514 0 Link Speed (mph)30 35 30 Link Distance (ft)398 958 399 Travel Time (s)9.0 18.7 9.1 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 1.00 Adj. Flow (vph)34 12 9 567 535 28 Shared Lane Traffic (%) Lane Group Flow (vph) 46 0 0 576 563 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft)12 0 0 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 29.2%ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 40050 Providence Housing 1: Culver & Brookdale Park 2021 Background Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 2 Intersection Int Delay, s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 29 10 8 488 460 28 Future Vol, veh/h 29 10 8 488 460 28 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 86 86 86 86 86 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 34 12 9 567 535 28 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 851 282 563 0 - 0 Stage 1 549 - - - - - Stage 2 302 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 299 715 1005 - - - Stage 1 542 - - - - - Stage 2 724 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 295 715 1005 - - - Mov Cap-2 Maneuver 295 - - - - - Stage 1 535 - - - - - Stage 2 724 - - - - - Approach EB NB SB HCM Control Delay, s 16.9 0.2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h)1005 - 347 - - HCM Lane V/C Ratio 0.009 - 0.131 - - HCM Control Delay (s) 8.6 0.1 16.9 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.4 - - Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Background Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 139 1 162 0 0 0 0 390 89 247 365 0 Future Volume (vph) 139 1 162 0 0 0 0 390 89 247 365 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)225 200 0 0 0 0 85 0 Storage Lanes 1 1 0 0 0 0 1 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.972 Flt Protected 0.950 0.953 0.950 Satd. Flow (prot)1681 1686 1583 0 0 0 0 3440 0 1770 3539 0 Flt Permitted 0.950 0.953 0.329 Satd. Flow (perm)1681 1686 1583 0 0 0 0 3440 0 613 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)188 31 Link Speed (mph)40 40 35 35 Link Distance (ft)364 384 399 260 Travel Time (s)6.2 6.5 7.8 5.1 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 Adj. Flow (vph)162 1 188 0 0 0 0 453 103 287 424 0 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 81 82 188 0 0 0 0 556 0 287 424 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm NA pm+pt NA Protected Phases 4 4 2 1 3 1 3 6 Permitted Phases 4 1 3 6 Detector Phase 4 4 4 2 1 1 3 6 Switch Phase Minimum Initial (s) 6.0 6.0 6.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)25.0 25.0 25.0 30.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Background Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 4 Lane Group Ø1 Ø3 Ø5 Ø6 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 3 5 6 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 10.0 4.0 7.0 Minimum Split (s)10.0 20.0 10.0 25.0 Total Split (s)10.0 25.0 10.0 30.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Background Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.8% 27.8% 27.8%33.3% Maximum Green (s) 19.5 19.5 19.5 24.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.5 -2.5 -2.5 -2.5 Total Lost Time (s)3.0 3.0 3.0 3.0 Lead/Lag Lag Lag Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)15.3 15.3 15.3 36.6 64.6 68.2 Actuated g/C Ratio 0.17 0.17 0.17 0.41 0.72 0.76 v/c Ratio 0.28 0.29 0.44 0.39 0.37 0.16 Control Delay 33.5 33.6 8.1 20.6 5.8 0.7 Queue Delay 0.0 0.0 0.0 0.0 0.1 0.1 Total Delay 33.5 33.6 8.1 20.6 5.8 0.8 LOS C C A C A A Approach Delay 19.9 20.6 2.9 Approach LOS B C A Intersection Summary Area Type:Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 3 (3%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.50 Intersection Signal Delay: 12.6 Intersection LOS: B Intersection Capacity Utilization 46.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 4761: Culver & 104 EB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Background Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 6 Lane Group Ø1 Ø3 Ø5 Ø6 Total Split (%)11% 28% 11% 33% Maximum Green (s) 4.5 19.5 4.5 24.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 4.0 2.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Background Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 126 20 220 190 334 0 0 471 152 Future Volume (vph)0 0 0 126 20 220 190 334 0 0 471 152 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 200 350 85 0 0 0 Storage Lanes 0 0 1 1 1 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.850 0.963 Flt Protected 0.959 0.950 Satd. Flow (prot)0 0 0 0 3394 1583 1770 3539 0 0 3408 0 Flt Permitted 0.959 0.322 Satd. Flow (perm)0 0 0 0 3394 1583 600 3539 0 0 3408 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)239 49 Link Speed (mph)40 40 35 35 Link Distance (ft)338 396 260 1227 Travel Time (s)5.8 6.8 5.1 23.9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 0 0 137 22 239 207 363 0 0 512 165 Shared Lane Traffic (%) Lane Group Flow (vph)0 0 0 0 159 239 207 363 0 0 677 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 12 10 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm pm+pt NA NA Protected Phases 3 3 4 5 2 4 5 6 Permitted Phases 3 2 4 5 Detector Phase 3 3 3 5 2 4 5 6 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)25.0 25.0 25.0 30.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Background Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 8 Lane Group Ø1 Ø2 Ø4 Ø5 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 2 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 7.0 6.0 4.0 Minimum Split (s)10.0 25.0 20.0 10.0 Total Split (s)10.0 30.0 25.0 10.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Background Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.8% 27.8% 27.8%33.3% Maximum Green (s)19.5 19.5 19.5 24.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s)-2.5 -2.5 -2.5 Total Lost Time (s)3.0 3.0 3.0 Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s)4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) 16.0 16.0 62.3 62.9 39.3 Actuated g/C Ratio 0.18 0.18 0.69 0.70 0.44 v/c Ratio 0.26 0.50 0.28 0.15 0.45 Control Delay 32.0 8.0 6.6 1.1 19.3 Queue Delay 0.0 0.0 0.4 0.1 0.0 Total Delay 32.0 8.0 7.0 1.2 19.3 LOS C A A A B Approach Delay 17.6 3.3 19.3 Approach LOS B A B Intersection Summary Area Type:Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 3 (3%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.50 Intersection Signal Delay: 13.3 Intersection LOS: B Intersection Capacity Utilization 46.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 4762: Culver & 104 WB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Background Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 10 Lane Group Ø1 Ø2 Ø4 Ø5 Total Split (%)11% 33% 28% 11% Maximum Green (s) 4.5 24.5 19.5 4.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lead-Lag Optimize? Vehicle Extension (s) 2.0 2.0 4.0 2.0 Recall Mode None C-Max None None Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Lanes, Volumes, Timings 40050 Providence Housing 1: Culver & Brookdale Park 2021 Background Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph)40 15 20 803 752 76 Future Volume (vph)40 15 20 803 752 76 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.964 0.986 Flt Protected 0.965 0.999 Satd. Flow (prot)1733 0 0 3536 3490 0 Flt Permitted 0.965 0.999 Satd. Flow (perm)1733 0 0 3536 3490 0 Link Speed (mph)30 35 30 Link Distance (ft)393 968 389 Travel Time (s)8.9 18.9 8.8 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph)41 15 21 828 775 78 Shared Lane Traffic (%) Lane Group Flow (vph) 56 0 0 849 853 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft)12 0 0 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 46.5%ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 40050 Providence Housing 1: Culver & Brookdale Park 2021 Background Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 2 Intersection Int Delay, s/veh 1.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 40 15 20 803 752 76 Future Vol, veh/h 40 15 20 803 752 76 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 41 15 21 828 775 78 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1270 427 853 0 - 0 Stage 1 814 - - - - - Stage 2 456 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 160 576 782 - - - Stage 1 396 - - - - - Stage 2 605 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 152 576 782 - - - Mov Cap-2 Maneuver 152 - - - - - Stage 1 376 - - - - - Stage 2 605 - - - - - Approach EB NB SB HCM Control Delay, s 31.8 0.4 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h)782 - 190 - - HCM Lane V/C Ratio 0.026 - 0.298 - - HCM Control Delay (s) 9.7 0.2 31.8 - - HCM Lane LOS A A D - - HCM 95th %tile Q(veh) 0.1 - 1.2 - - Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Background Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 232 10 227 0 0 0 0 737 131 278 505 0 Future Volume (vph) 232 10 227 0 0 0 0 737 131 278 505 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)225 200 0 0 0 0 85 0 Storage Lanes 1 1 0 0 0 0 1 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.977 Flt Protected 0.950 0.956 0.950 Satd. Flow (prot)1681 1692 1583 0 0 0 0 3458 0 1770 3539 0 Flt Permitted 0.950 0.956 0.182 Satd. Flow (perm)1681 1692 1583 0 0 0 0 3458 0 339 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)236 17 Link Speed (mph)40 40 35 35 Link Distance (ft)851 384 389 260 Travel Time (s)14.5 6.5 7.6 5.1 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph)242 10 236 0 0 0 0 768 136 290 526 0 Shared Lane Traffic (%) 48% Lane Group Flow (vph) 126 126 236 0 0 0 0 904 0 290 526 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm NA pm+pt NA Protected Phases 4 4 2 1 3 1 3 6 Permitted Phases 4 1 3 6 Detector Phase 4 4 4 2 1 1 3 6 Switch Phase Minimum Initial (s) 6.0 6.0 6.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)33.0 33.0 33.0 42.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Background Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 4 Lane Group Ø1 Ø3 Ø5 Ø6 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 3 5 6 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 10.0 4.0 7.0 Minimum Split (s)10.0 20.0 10.0 25.0 Total Split (s)12.0 33.0 12.0 42.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Background Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.5% 27.5% 27.5%35.0% Maximum Green (s) 27.5 27.5 27.5 36.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 5.5 5.5 Lead/Lag Lag Lag Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)20.7 20.7 20.7 49.9 79.5 86.1 Actuated g/C Ratio 0.17 0.17 0.17 0.42 0.66 0.72 v/c Ratio 0.43 0.43 0.50 0.62 0.53 0.21 Control Delay 47.6 47.5 8.8 32.3 18.6 0.5 Queue Delay 0.0 0.0 0.0 0.0 0.1 0.1 Total Delay 47.6 47.5 8.8 32.3 18.7 0.6 LOS D D A C B A Approach Delay 28.8 32.3 7.0 Approach LOS C C A Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 10 (8%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 22.2 Intersection LOS: C Intersection Capacity Utilization 60.4% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 4761: Culver & 104 EB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Background Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 6 Lane Group Ø1 Ø3 Ø5 Ø6 Total Split (%)10% 28% 10% 35% Maximum Green (s) 6.5 27.5 6.5 36.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 4.0 2.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Background Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 121 15 328 253 717 0 0 657 157 Future Volume (vph)0 0 0 121 15 328 253 717 0 0 657 157 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 200 350 85 0 0 0 Storage Lanes 0 0 1 1 1 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.850 0.971 Flt Protected 0.957 0.950 Satd. Flow (prot)0 0 0 0 3387 1583 1770 3539 0 0 3437 0 Flt Permitted 0.957 0.232 Satd. Flow (perm)0 0 0 0 3387 1583 432 3539 0 0 3437 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)256 25 Link Speed (mph)40 40 35 35 Link Distance (ft)553 396 260 1227 Travel Time (s)9.4 6.8 5.1 23.9 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph)0 0 0 127 16 345 266 755 0 0 692 165 Shared Lane Traffic (%) Lane Group Flow (vph)0 0 0 0 143 345 266 755 0 0 857 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 12 10 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm pm+pt NA NA Protected Phases 3 3 4 5 2 4 5 6 Permitted Phases 3 2 4 5 Detector Phase 3 3 3 5 2 4 5 6 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)33.0 33.0 33.0 42.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Background Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 8 Lane Group Ø1 Ø2 Ø4 Ø5 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 2 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 7.0 6.0 4.0 Minimum Split (s)10.0 25.0 20.0 10.0 Total Split (s)12.0 42.0 33.0 12.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Background Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.5% 27.5% 27.5%35.0% Maximum Green (s)27.5 27.5 27.5 36.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 5.5 Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s)4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) 18.6 18.6 82.7 83.8 52.1 Actuated g/C Ratio 0.16 0.16 0.69 0.70 0.43 v/c Ratio 0.27 0.75 0.40 0.31 0.57 Control Delay 44.1 23.0 17.0 2.2 29.3 Queue Delay 0.0 0.0 1.5 0.2 0.0 Total Delay 44.2 23.0 18.5 2.4 29.4 LOS D C B A C Approach Delay 29.2 6.6 29.4 Approach LOS C A C Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 10 (8%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 19.5 Intersection LOS: B Intersection Capacity Utilization 60.4% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 4762: Culver & 104 WB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Background Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 10 Lane Group Ø1 Ø2 Ø4 Ø5 Total Split (%)10% 35% 28% 10% Maximum Green (s) 6.5 36.5 27.5 6.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lead-Lag Optimize? Vehicle Extension (s) 2.0 2.0 4.0 2.0 Recall Mode None C-Max None None Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary A6 Level of Service Calculations: Full Build Conditions Quicklee's Only Lanes, Volumes, Timings 40050 Providence Housing 1: Culver & Brookdale Park 2021 Quicklees Only Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)29 3 10 66 3 74 8 447 63 71 419 28 Future Volume (vph)29 3 10 66 3 74 8 447 63 71 419 28 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Frt 0.967 0.930 0.982 0.992 Flt Protected 0.966 0.977 0.999 0.993 Satd. Flow (prot)0 1740 0 0 1693 0 0 3472 0 0 3486 0 Flt Permitted 0.966 0.977 0.999 0.993 Satd. Flow (perm)0 1740 0 0 1693 0 0 3472 0 0 3486 0 Link Speed (mph) 30 30 35 30 Link Distance (ft)398 468 958 399 Travel Time (s)9.0 10.6 18.7 9.1 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 Adj. Flow (vph)34 3 12 77 3 86 9 520 73 83 487 33 Shared Lane Traffic (%) Lane Group Flow (vph) 0 49 0 0 166 0 0 602 0 0 603 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 47.8%ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 40050 Providence Housing 1: Culver & Brookdale Park 2021 Quicklees Only Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 2 Intersection Int Delay, s/veh 5.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 29 3 10 66 3 74 8 447 63 71 419 28 Future Vol, veh/h 29 3 10 66 3 74 8 447 63 71 419 28 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length -- - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 34 3 12 77 3 86 9 520 73 83 487 33 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 950 1281 260 986 1261 297 520 0 0 593 0 0 Stage 1 670 670 - 575 575 - - - - - - - Stage 2 280 611 - 411 686 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 215 164 739 202 169 699 1042 - - 979 - - Stage 1 413 454 - 470 501 - - - - - - - Stage 2 703 482 - 589 446 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 167 143 739 176 147 699 1042 - - 979 - - Mov Cap-2 Maneuver 167 143 - 176 147 - - - - - - - Stage 1 408 400 - 464 494 - - - - - - - Stage 2 604 476 - 506 392 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 28.4 33.9 0.2 1.6 HCM LOS D D Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1042 - - 202 285 979 - - HCM Lane V/C Ratio 0.009 - - 0.242 0.583 0.084 - - HCM Control Delay (s) 8.5 0.1 - 28.4 33.9 9 0.4 - HCM Lane LOS A A - D D A A - HCM 95th %tile Q(veh) 0 - - 0.9 3.4 0.3 - - Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Quicklees Only Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 139 1 168 0 0 0 0 417 95 247 390 0 Future Volume (vph) 139 1 168 0 0 0 0 417 95 247 390 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)225 200 0 0 0 0 85 0 Storage Lanes 1 1 0 0 0 0 1 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.972 Flt Protected 0.950 0.953 0.950 Satd. Flow (prot)1681 1686 1583 0 0 0 0 3440 0 1770 3539 0 Flt Permitted 0.950 0.953 0.305 Satd. Flow (perm)1681 1686 1583 0 0 0 0 3440 0 568 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)195 31 Link Speed (mph)40 40 35 35 Link Distance (ft)364 384 399 260 Travel Time (s)6.2 6.5 7.8 5.1 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 Adj. Flow (vph)162 1 195 0 0 0 0 485 110 287 453 0 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 81 82 195 0 0 0 0 595 0 287 453 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm NA pm+pt NA Protected Phases 4 4 2 1 3 1 3 6 Permitted Phases 4 1 3 6 Detector Phase 4 4 4 2 1 1 3 6 Switch Phase Minimum Initial (s) 6.0 6.0 6.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)25.0 25.0 25.0 30.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Quicklees Only Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 4 Lane Group Ø1 Ø3 Ø5 Ø6 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 3 5 6 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 10.0 4.0 7.0 Minimum Split (s)10.0 20.0 10.0 25.0 Total Split (s)10.0 25.0 10.0 30.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Quicklees Only Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.8% 27.8% 27.8%33.3% Maximum Green (s) 19.5 19.5 19.5 24.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.5 -2.5 -2.5 -2.5 Total Lost Time (s)3.0 3.0 3.0 3.0 Lead/Lag Lag Lag Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)15.5 15.5 15.5 36.1 64.5 68.1 Actuated g/C Ratio 0.17 0.17 0.17 0.40 0.72 0.76 v/c Ratio 0.28 0.28 0.45 0.43 0.38 0.17 Control Delay 33.3 33.3 8.0 21.3 6.4 0.7 Queue Delay 0.0 0.0 0.0 0.0 0.1 0.1 Total Delay 33.3 33.3 8.0 21.3 6.5 0.8 LOS C C A C A A Approach Delay 19.5 21.3 3.0 Approach LOS B C A Intersection Summary Area Type:Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 3 (3%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay: 13.0 Intersection LOS: B Intersection Capacity Utilization 47.6% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 4761: Culver & 104 EB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Quicklees Only Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 6 Lane Group Ø1 Ø3 Ø5 Ø6 Total Split (%)11% 28% 11% 33% Maximum Green (s) 4.5 19.5 4.5 24.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 4.0 2.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Quicklees Only Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 132 20 220 196 356 0 0 490 152 Future Volume (vph)0 0 0 132 20 220 196 356 0 0 490 152 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 200 350 85 0 0 0 Storage Lanes 0 0 1 1 1 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.850 0.965 Flt Protected 0.958 0.950 Satd. Flow (prot)0 0 0 0 3391 1583 1770 3539 0 0 3415 0 Flt Permitted 0.958 0.306 Satd. Flow (perm)0 0 0 0 3391 1583 570 3539 0 0 3415 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)239 47 Link Speed (mph)40 40 35 35 Link Distance (ft)338 396 260 1227 Travel Time (s)5.8 6.8 5.1 23.9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 0 0 143 22 239 213 387 0 0 533 165 Shared Lane Traffic (%) Lane Group Flow (vph)0 0 0 0 165 239 213 387 0 0 698 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 12 10 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm pm+pt NA NA Protected Phases 3 3 4 5 2 4 5 6 Permitted Phases 3 2 4 5 Detector Phase 3 3 3 5 2 4 5 6 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)25.0 25.0 25.0 30.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Quicklees Only Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 8 Lane Group Ø1 Ø2 Ø4 Ø5 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 2 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 7.0 6.0 4.0 Minimum Split (s)10.0 25.0 20.0 10.0 Total Split (s)10.0 30.0 25.0 10.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Quicklees Only Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.8% 27.8% 27.8%33.3% Maximum Green (s)19.5 19.5 19.5 24.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s)-2.5 -2.5 -2.5 Total Lost Time (s)3.0 3.0 3.0 Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s)4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) 16.5 16.5 61.8 62.4 38.7 Actuated g/C Ratio 0.18 0.18 0.69 0.69 0.43 v/c Ratio 0.27 0.49 0.29 0.16 0.47 Control Delay 31.7 7.8 7.8 1.1 19.9 Queue Delay 0.0 0.0 0.4 0.1 0.0 Total Delay 31.7 7.8 8.3 1.2 19.9 LOS C A A A B Approach Delay 17.6 3.7 19.9 Approach LOS B A B Intersection Summary Area Type:Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 3 (3%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay: 13.6 Intersection LOS: B Intersection Capacity Utilization 47.6% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 4762: Culver & 104 WB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Quicklees Only Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 10 Lane Group Ø1 Ø2 Ø4 Ø5 Total Split (%)11% 33% 28% 11% Maximum Green (s) 4.5 24.5 19.5 4.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lead-Lag Optimize? Vehicle Extension (s) 2.0 2.0 4.0 2.0 Recall Mode None C-Max None None Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Lanes, Volumes, Timings 40050 Providence Housing 1: Culver & Brookdale Park 2021 Quicklee's Only Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)40 3 15 92 3 101 20 740 91 102 688 76 Future Volume (vph)40 3 15 92 3 101 20 740 91 102 688 76 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Frt 0.966 0.930 0.984 0.987 Flt Protected 0.966 0.977 0.999 0.994 Satd. Flow (prot)0 1738 0 0 1693 0 0 3479 0 0 3472 0 Flt Permitted 0.966 0.977 0.999 0.994 Satd. Flow (perm)0 1738 0 0 1693 0 0 3479 0 0 3472 0 Link Speed (mph) 30 30 35 30 Link Distance (ft)393 384 968 389 Travel Time (s)8.9 8.7 18.9 8.8 Peak Hour Factor 0.97 1.00 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph)41 3 15 95 3 104 21 763 94 105 709 78 Shared Lane Traffic (%) Lane Group Flow (vph) 0 59 0 0 202 0 0 878 0 0 892 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 70.3%ICU Level of Service C Analysis Period (min) 15 HCM 6th TWSC 40050 Providence Housing 1: Culver & Brookdale Park 2021 Quicklee's Only Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 2 Intersection Int Delay, s/veh 40.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 40 3 15 92 3 101 20 740 91 102 688 76 Future Vol, veh/h 40 3 15 92 3 101 20 740 91 102 688 76 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length -- - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 100 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 41 3 15 95 3 104 21 763 94 105 709 78 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1383 1857 394 1418 1849 429 787 0 0 857 0 0 Stage 1 958 958 - 852 852 - - - - - - - Stage 2 425 899 - 566 997 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 103 73 605 97 74 574 828 - - 779 - - Stage 1 276 334 - 321 374 - - - - - - - Stage 2 578 356 - 476 320 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 63 53 605 ~ 71 53 574 828 - - 779 - - Mov Cap-2 Maneuver 63 53 - ~ 71 53 - - - - - - - Stage 1 262 253 - 305 356 - - - - - - - Stage 2 446 339 - 347 242 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 125.3 $ 355.5 0.4 2 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h)828 - - 81 128 779 - - HCM Lane V/C Ratio 0.025 - - 0.737 1.579 0.135 - - HCM Control Delay (s) 9.5 0.2 - 125.3$ 355.5 10.3 1 - HCM Lane LOS A A - F F B A - HCM 95th %tile Q(veh) 0.1 - - 3.6 14.5 0.5 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Quicklee's Only Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 232 10 234 0 0 0 0 767 138 278 536 0 Future Volume (vph) 232 10 234 0 0 0 0 767 138 278 536 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)225 200 0 0 0 0 85 0 Storage Lanes 1 1 0 0 0 0 1 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.977 Flt Protected 0.950 0.956 0.950 Satd. Flow (prot)1681 1692 1583 0 0 0 0 3458 0 1770 3539 0 Flt Permitted 0.950 0.956 0.163 Satd. Flow (perm)1681 1692 1583 0 0 0 0 3458 0 304 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)244 18 Link Speed (mph)40 40 35 35 Link Distance (ft)851 384 389 260 Travel Time (s)14.5 6.5 7.6 5.1 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph)242 10 244 0 0 0 0 799 144 290 558 0 Shared Lane Traffic (%) 48% Lane Group Flow (vph) 126 126 244 0 0 0 0 943 0 290 558 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm NA pm+pt NA Protected Phases 4 4 2 1 3 1 3 6 Permitted Phases 4 1 3 6 Detector Phase 4 4 4 2 1 1 3 6 Switch Phase Minimum Initial (s) 6.0 6.0 6.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)33.0 33.0 33.0 42.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Quicklee's Only Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 4 Lane Group Ø1 Ø3 Ø5 Ø6 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 3 5 6 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 10.0 4.0 7.0 Minimum Split (s)10.0 20.0 10.0 25.0 Total Split (s)12.0 33.0 12.0 42.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Quicklee's Only Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.5% 27.5% 27.5%35.0% Maximum Green (s) 27.5 27.5 27.5 36.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 5.5 5.5 Lead/Lag Lag Lag Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)21.5 21.5 21.5 48.8 78.3 84.9 Actuated g/C Ratio 0.18 0.18 0.18 0.41 0.65 0.71 v/c Ratio 0.42 0.42 0.50 0.67 0.54 0.22 Control Delay 46.4 46.3 8.6 34.0 19.8 0.5 Queue Delay 0.1 0.1 0.0 0.0 0.0 0.1 Total Delay 46.5 46.4 8.6 34.0 19.8 0.6 LOS D D A C B A Approach Delay 27.8 34.0 7.2 Approach LOS C C A Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 10 (8%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay: 22.7 Intersection LOS: C Intersection Capacity Utilization 61.4% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 4761: Culver & 104 EB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Quicklee's Only Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 6 Lane Group Ø1 Ø3 Ø5 Ø6 Total Split (%)10% 28% 10% 35% Maximum Green (s) 6.5 27.5 6.5 36.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 4.0 2.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Quicklee's Only Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 128 15 328 260 741 0 0 681 157 Future Volume (vph)0 0 0 128 15 328 260 741 0 0 681 157 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 200 350 85 0 0 0 Storage Lanes 0 0 1 1 1 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.850 0.972 Flt Protected 0.957 0.950 Satd. Flow (prot)0 0 0 0 3387 1583 1770 3539 0 0 3440 0 Flt Permitted 0.957 0.212 Satd. Flow (perm)0 0 0 0 3387 1583 395 3539 0 0 3440 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)244 24 Link Speed (mph)40 40 35 35 Link Distance (ft)553 396 260 1227 Travel Time (s)9.4 6.8 5.1 23.9 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph)0 0 0 135 16 345 274 780 0 0 717 165 Shared Lane Traffic (%) Lane Group Flow (vph)0 0 0 0 151 345 274 780 0 0 882 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 12 10 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm pm+pt NA NA Protected Phases 3 3 4 5 2 4 5 6 Permitted Phases 3 2 4 5 Detector Phase 3 3 3 5 2 4 5 6 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)33.0 33.0 33.0 42.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Quicklee's Only Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 8 Lane Group Ø1 Ø2 Ø4 Ø5 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 2 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 7.0 6.0 4.0 Minimum Split (s)10.0 25.0 20.0 10.0 Total Split (s)12.0 42.0 33.0 12.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Quicklee's Only Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.5% 27.5% 27.5%35.0% Maximum Green (s)27.5 27.5 27.5 36.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 5.5 Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s)4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) 19.0 19.0 82.6 83.7 50.6 Actuated g/C Ratio 0.16 0.16 0.69 0.70 0.42 v/c Ratio 0.28 0.76 0.42 0.32 0.60 Control Delay 44.0 24.8 19.9 2.4 31.2 Queue Delay 0.0 0.0 1.9 0.2 0.0 Total Delay 44.0 24.8 21.8 2.7 31.2 LOS D C C A C Approach Delay 30.6 7.6 31.2 Approach LOS C A C Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 10 (8%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay: 20.9 Intersection LOS: C Intersection Capacity Utilization 61.4% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 4762: Culver & 104 WB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Quicklee's Only Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 10 Lane Group Ø1 Ø2 Ø4 Ø5 Total Split (%)10% 35% 28% 10% Maximum Green (s) 6.5 36.5 27.5 6.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lead-Lag Optimize? Vehicle Extension (s) 2.0 2.0 4.0 2.0 Recall Mode None C-Max None None Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary A7 Level of Service Calculations: Full Build Conditions Residential Only Lanes, Volumes, Timings 40050 Providence Housing 1: Culver & Brookdale Park 2021 Affordable Housing Only Conditions AM Peak Hour 08/20/2020 Synchro 10 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)29 1 10 9 0 21 8 488 21 48 460 28 Future Volume (vph)29 1 10 9 0 21 8 488 21 48 460 28 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Frt 0.966 0.905 0.994 0.992 Flt Protected 0.965 0.986 0.999 0.996 Satd. Flow (prot)0 1736 0 0 1662 0 0 3514 0 0 3497 0 Flt Permitted 0.965 0.986 0.999 0.996 Satd. Flow (perm)0 1736 0 0 1662 0 0 3514 0 0 3497 0 Link Speed (mph) 30 30 35 30 Link Distance (ft)398 468 958 399 Travel Time (s)9.0 10.6 18.7 9.1 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 Adj. Flow (vph)34 1 12 10 0 24 9 567 24 56 535 33 Shared Lane Traffic (%) Lane Group Flow (vph) 0 47 0 0 34 0 0 600 0 0 624 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 44.3%ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 40050 Providence Housing 1: Culver & Brookdale Park 2021 Affordable Housing Only Conditions AM Peak Hour 08/20/2020 Synchro 10 Report Page 2 Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 29 1 10 9 0 21 8 488 21 48 460 28 Future Vol, veh/h 29 1 10 9 0 21 8 488 21 48 460 28 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length -- - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 34 1 12 10 0 24 9 567 24 56 535 33 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 966 1273 284 977 1277 296 568 0 0 591 0 0 Stage 1 664 664 - 597 597 - - - - - - - Stage 2 302 609 - 380 680 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 209 166 713 205 165 700 1000 - - 981 - - Stage 1 416 456 - 456 490 - - - - - - - Stage 2 682 484 - 614 449 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 187 150 713 186 149 700 1000 - - 981 - - Mov Cap-2 Maneuver 187 150 - 186 149 - - - - - - - Stage 1 411 418 - 450 484 - - - - - - - Stage 2 650 478 - 552 411 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 24.8 15.3 0.2 1.1 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1000 - - 228 383 981 - - HCM Lane V/C Ratio 0.009 - - 0.204 0.091 0.057 - - HCM Control Delay (s) 8.6 0.1 - 24.8 15.3 8.9 0.3 - HCM Lane LOS A A - C C A A - HCM 95th %tile Q(veh) 0 - - 0.7 0.3 0.2 - - Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Affordable Housing Only Conditions AM Peak Hour 08/20/2020 Synchro 10 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 139 1 168 0 0 0 0 429 97 247 398 0 Future Volume (vph) 139 1 168 0 0 0 0 429 97 247 398 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)225 200 0 0 0 0 85 0 Storage Lanes 1 1 0 0 0 0 1 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.972 Flt Protected 0.950 0.953 0.950 Satd. Flow (prot)1681 1686 1583 0 0 0 0 3440 0 1770 3539 0 Flt Permitted 0.950 0.953 0.296 Satd. Flow (perm)1681 1686 1583 0 0 0 0 3440 0 551 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)195 31 Link Speed (mph)40 40 35 35 Link Distance (ft)364 384 399 260 Travel Time (s)6.2 6.5 7.8 5.1 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 Adj. Flow (vph)162 1 195 0 0 0 0 499 113 287 463 0 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 81 82 195 0 0 0 0 612 0 287 463 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm NA pm+pt NA Protected Phases 4 4 2 1 3 1 3 6 Permitted Phases 4 1 3 6 Detector Phase 4 4 4 2 1 1 3 6 Switch Phase Minimum Initial (s) 6.0 6.0 6.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)25.0 25.0 25.0 30.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Affordable Housing Only Conditions AM Peak Hour 08/20/2020 Synchro 10 Report Page 4 Lane Group Ø1 Ø3 Ø5 Ø6 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 3 5 6 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 10.0 4.0 7.0 Minimum Split (s)10.0 20.0 10.0 25.0 Total Split (s)10.0 25.0 10.0 30.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Affordable Housing Only Conditions AM Peak Hour 08/20/2020 Synchro 10 Report Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.8% 27.8% 27.8%33.3% Maximum Green (s) 19.5 19.5 19.5 24.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.5 -2.5 -2.5 -2.5 Total Lost Time (s)3.0 3.0 3.0 3.0 Lead/Lag Lag Lag Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)15.4 15.4 15.4 36.0 64.6 68.2 Actuated g/C Ratio 0.17 0.17 0.17 0.40 0.72 0.76 v/c Ratio 0.28 0.29 0.45 0.44 0.38 0.17 Control Delay 33.5 33.6 8.1 21.5 6.6 0.7 Queue Delay 0.0 0.0 0.0 0.0 0.1 0.1 Total Delay 33.5 33.6 8.1 21.5 6.7 0.8 LOS C C A C A A Approach Delay 19.7 21.5 3.1 Approach LOS B C A Intersection Summary Area Type:Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 3 (3%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay: 13.1 Intersection LOS: B Intersection Capacity Utilization 47.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 4761: Culver & 104 EB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Affordable Housing Only Conditions AM Peak Hour 08/20/2020 Synchro 10 Report Page 6 Lane Group Ø1 Ø3 Ø5 Ø6 Total Split (%)11% 28% 11% 33% Maximum Green (s) 4.5 19.5 4.5 24.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 4.0 2.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Affordable Housing Only Conditions AM Peak Hour 08/20/2020 Synchro 10 Report Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 133 20 220 195 346 0 0 497 152 Future Volume (vph)0 0 0 133 20 220 195 346 0 0 497 152 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 200 350 85 0 0 0 Storage Lanes 0 0 1 1 1 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.850 0.965 Flt Protected 0.958 0.950 Satd. Flow (prot)0 0 0 0 3391 1583 1770 3539 0 0 3415 0 Flt Permitted 0.958 0.302 Satd. Flow (perm)0 0 0 0 3391 1583 563 3539 0 0 3415 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)239 46 Link Speed (mph)40 40 35 35 Link Distance (ft)338 396 260 1227 Travel Time (s)5.8 6.8 5.1 23.9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 0 0 145 22 239 212 376 0 0 540 165 Shared Lane Traffic (%) Lane Group Flow (vph)0 0 0 0 167 239 212 376 0 0 705 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 12 10 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm pm+pt NA NA Protected Phases 3 3 4 5 2 4 5 6 Permitted Phases 3 2 4 5 Detector Phase 3 3 3 5 2 4 5 6 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)25.0 25.0 25.0 30.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Affordable Housing Only Conditions AM Peak Hour 08/20/2020 Synchro 10 Report Page 8 Lane Group Ø1 Ø2 Ø4 Ø5 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 2 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 7.0 6.0 4.0 Minimum Split (s)10.0 25.0 20.0 10.0 Total Split (s)10.0 30.0 25.0 10.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Affordable Housing Only Conditions AM Peak Hour 08/20/2020 Synchro 10 Report Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.8% 27.8% 27.8%33.3% Maximum Green (s)19.5 19.5 19.5 24.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s)-2.5 -2.5 -2.5 Total Lost Time (s)3.0 3.0 3.0 Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s)4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) 16.5 16.5 61.8 62.4 38.7 Actuated g/C Ratio 0.18 0.18 0.69 0.69 0.43 v/c Ratio 0.27 0.49 0.29 0.15 0.47 Control Delay 31.7 7.8 8.0 1.1 20.0 Queue Delay 0.0 0.0 0.4 0.1 0.0 Total Delay 31.7 7.8 8.5 1.2 20.0 LOS C A A A C Approach Delay 17.6 3.8 20.0 Approach LOS B A C Intersection Summary Area Type:Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 3 (3%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay: 13.8 Intersection LOS: B Intersection Capacity Utilization 47.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 4762: Culver & 104 WB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Affordable Housing Only Conditions AM Peak Hour 08/20/2020 Synchro 10 Report Page 10 Lane Group Ø1 Ø2 Ø4 Ø5 Total Split (%)11% 33% 28% 11% Maximum Green (s) 4.5 24.5 19.5 4.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lead-Lag Optimize? Vehicle Extension (s) 2.0 2.0 4.0 2.0 Recall Mode None C-Max None None Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Lanes, Volumes, Timings 40050 Providence Housing 1: Culver & Brookdale Park 2021 Affordable Housing Only Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)40 0 15 9 0 21 20 803 9 21 752 76 Future Volume (vph)40 0 15 9 0 21 20 803 9 21 752 76 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Frt 0.964 0.904 0.998 0.987 Flt Protected 0.965 0.986 0.999 0.999 Satd. Flow (prot)0 1733 0 0 1660 0 0 3529 0 0 3490 0 Flt Permitted 0.965 0.986 0.999 0.999 Satd. Flow (perm)0 1733 0 0 1660 0 0 3529 0 0 3490 0 Link Speed (mph) 30 30 35 30 Link Distance (ft)393 384 968 389 Travel Time (s)8.9 8.7 18.9 8.8 Peak Hour Factor 0.97 1.00 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph)41 0 15 9 0 22 21 828 9 22 775 78 Shared Lane Traffic (%) Lane Group Flow (vph) 0 56 0 0 31 0 0 858 0 0 875 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 51.9%ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 40050 Providence Housing 1: Culver & Brookdale Park 2021 Affordable Housing Only Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 2 Intersection Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 40 0 15 9 0 21 20 803 9 21 752 76 Future Vol, veh/h 40 0 15 9 0 21 20 803 9 21 752 76 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length -- - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 100 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 41 0 15 9 0 22 21 828 9 22 775 78 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1314 1737 427 1307 1772 419 853 0 0 837 0 0 Stage 1 858 858 - 875 875 - - - - - - - Stage 2 456 879 - 432 897 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 116 86 576 117 82 583 782 - - 793 - - Stage 1 318 372 - 310 365 - - - - - - - Stage 2 554 363 - 572 357 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 103 77 576 105 74 583 782 - - 793 - - Mov Cap-2 Maneuver 103 77 - 105 74 - - - - - - - Stage 1 302 352 - 295 347 - - - - - - - Stage 2 507 345 - 527 338 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 50.8 21.7 0.4 0.4 HCM LOS F C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h)782 - - 133 246 793 - - HCM Lane V/C Ratio 0.026 - - 0.426 0.126 0.027 - - HCM Control Delay (s) 9.7 0.2 - 50.8 21.7 9.7 0.2 - HCM Lane LOS A A - F C A A - HCM 95th %tile Q(veh) 0.1 - - 1.9 0.4 0.1 - - Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Affordable Housing Only Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 232 10 234 0 0 0 0 754 135 278 519 0 Future Volume (vph) 232 10 234 0 0 0 0 754 135 278 519 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)225 200 0 0 0 0 85 0 Storage Lanes 1 1 0 0 0 0 1 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.977 Flt Protected 0.950 0.956 0.950 Satd. Flow (prot)1681 1692 1583 0 0 0 0 3458 0 1770 3539 0 Flt Permitted 0.950 0.956 0.170 Satd. Flow (perm)1681 1692 1583 0 0 0 0 3458 0 317 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)244 18 Link Speed (mph)40 40 35 35 Link Distance (ft)851 384 389 260 Travel Time (s)14.5 6.5 7.6 5.1 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph)242 10 244 0 0 0 0 785 141 290 541 0 Shared Lane Traffic (%) 48% Lane Group Flow (vph) 126 126 244 0 0 0 0 926 0 290 541 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm NA pm+pt NA Protected Phases 4 4 2 1 3 1 3 6 Permitted Phases 4 1 3 6 Detector Phase 4 4 4 2 1 1 3 6 Switch Phase Minimum Initial (s) 6.0 6.0 6.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)33.0 33.0 33.0 42.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Affordable Housing Only Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 4 Lane Group Ø1 Ø3 Ø5 Ø6 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 3 5 6 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 10.0 4.0 7.0 Minimum Split (s)10.0 20.0 10.0 25.0 Total Split (s)12.0 33.0 12.0 42.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Affordable Housing Only Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.5% 27.5% 27.5%35.0% Maximum Green (s) 27.5 27.5 27.5 36.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 5.5 5.5 Lead/Lag Lag Lag Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)21.2 21.2 21.2 49.1 78.9 85.5 Actuated g/C Ratio 0.18 0.18 0.18 0.41 0.66 0.71 v/c Ratio 0.42 0.42 0.51 0.65 0.53 0.21 Control Delay 46.9 46.9 8.7 33.4 19.4 0.5 Queue Delay 0.1 0.1 0.0 0.0 0.0 0.1 Total Delay 47.0 46.9 8.7 33.4 19.4 0.6 LOS D D A C B A Approach Delay 28.1 33.4 7.2 Approach LOS C C A Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 10 (8%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 22.6 Intersection LOS: C Intersection Capacity Utilization 61.0% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 4761: Culver & 104 EB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Affordable Housing Only Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 6 Lane Group Ø1 Ø3 Ø5 Ø6 Total Split (%)10% 28% 10% 35% Maximum Green (s) 6.5 27.5 6.5 36.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 4.0 2.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Affordable Housing Only Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 124 15 328 259 729 0 0 668 157 Future Volume (vph)0 0 0 124 15 328 259 729 0 0 668 157 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 200 350 85 0 0 0 Storage Lanes 0 0 1 1 1 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.850 0.971 Flt Protected 0.957 0.950 Satd. Flow (prot)0 0 0 0 3387 1583 1770 3539 0 0 3437 0 Flt Permitted 0.957 0.222 Satd. Flow (perm)0 0 0 0 3387 1583 414 3539 0 0 3437 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)250 24 Link Speed (mph)40 40 35 35 Link Distance (ft)553 396 260 1227 Travel Time (s)9.4 6.8 5.1 23.9 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph)0 0 0 131 16 345 273 767 0 0 703 165 Shared Lane Traffic (%) Lane Group Flow (vph)0 0 0 0 147 345 273 767 0 0 868 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 12 10 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm pm+pt NA NA Protected Phases 3 3 4 5 2 4 5 6 Permitted Phases 3 2 4 5 Detector Phase 3 3 3 5 2 4 5 6 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)33.0 33.0 33.0 42.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Affordable Housing Only Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 8 Lane Group Ø1 Ø2 Ø4 Ø5 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 2 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 7.0 6.0 4.0 Minimum Split (s)10.0 25.0 20.0 10.0 Total Split (s)12.0 42.0 33.0 12.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Affordable Housing Only Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.5% 27.5% 27.5%35.0% Maximum Green (s)27.5 27.5 27.5 36.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 5.5 Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s)4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) 18.8 18.8 82.6 83.7 51.2 Actuated g/C Ratio 0.16 0.16 0.69 0.70 0.43 v/c Ratio 0.28 0.75 0.41 0.31 0.59 Control Delay 44.1 23.9 18.7 2.3 30.4 Queue Delay 0.0 0.0 1.8 0.2 0.0 Total Delay 44.1 23.9 20.5 2.6 30.4 LOS D C C A C Approach Delay 29.9 7.3 30.4 Approach LOS C A C Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 10 (8%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 20.3 Intersection LOS: C Intersection Capacity Utilization 61.0% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 4762: Culver & 104 WB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Affordable Housing Only Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 10 Lane Group Ø1 Ø2 Ø4 Ø5 Total Split (%)10% 35% 28% 10% Maximum Green (s) 6.5 36.5 27.5 6.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lead-Lag Optimize? Vehicle Extension (s) 2.0 2.0 4.0 2.0 Recall Mode None C-Max None None Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary A8 Level of Service Calculations: Combined Full Build Conditions Lanes, Volumes, Timings 40050 Providence Housing 1: Culver & Brookdale Park 2021 Combined Full Build Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)29 3 10 75 3 95 8 447 84 119 419 28 Future Volume (vph)29 3 10 75 3 95 8 447 84 119 419 28 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Frt 0.967 0.926 0.977 0.992 Flt Protected 0.966 0.979 0.999 0.990 Satd. Flow (prot)0 1740 0 0 1689 0 0 3454 0 0 3476 0 Flt Permitted 0.966 0.979 0.999 0.990 Satd. Flow (perm)0 1740 0 0 1689 0 0 3454 0 0 3476 0 Link Speed (mph) 30 30 35 30 Link Distance (ft)398 468 958 399 Travel Time (s)9.0 10.6 18.7 9.1 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 Adj. Flow (vph)34 3 12 87 3 110 9 520 98 138 487 33 Shared Lane Traffic (%) Lane Group Flow (vph) 0 49 0 0 200 0 0 627 0 0 658 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 51.7%ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 40050 Providence Housing 1: Culver & Brookdale Park 2021 Combined Full Build Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 2 Intersection Int Delay, s/veh 11.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 29 3 10 75 3 95 8 447 84 119 419 28 Future Vol, veh/h 29 3 10 75 3 95 8 447 84 119 419 28 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length -- - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 34 3 12 87 3 110 9 520 98 138 487 33 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1060 1416 260 1108 1383 309 520 0 0 618 0 0 Stage 1 780 780 - 587 587 - - - - - - - Stage 2 280 636 - 521 796 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 178 136 739 164 143 687 1042 - - 958 - - Stage 1 354 404 - 463 495 - - - - - - - Stage 2 703 470 - 507 397 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 122 107 739 132 112 687 1042 - - 958 - - Mov Cap-2 Maneuver 122 107 - 132 112 - - - - - - - Stage 1 349 322 - 457 489 - - - - - - - Stage 2 578 464 - 393 316 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 40.2 70.4 0.2 2.4 HCM LOS E F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1042 - - 150 236 958 - - HCM Lane V/C Ratio 0.009 - - 0.326 0.852 0.144 - - HCM Control Delay (s) 8.5 0.1 - 40.2 70.4 9.4 0.6 - HCM Lane LOS A A - E F A A - HCM 95th %tile Q(veh) 0 - - 1.3 6.8 0.5 - - Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Combined Full Build Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 139 1 174 0 0 0 0 456 103 247 423 0 Future Volume (vph) 139 1 174 0 0 0 0 456 103 247 423 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)225 200 0 0 0 0 85 0 Storage Lanes 1 1 0 0 0 0 1 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.972 Flt Protected 0.950 0.953 0.950 Satd. Flow (prot)1681 1686 1583 0 0 0 0 3440 0 1770 3539 0 Flt Permitted 0.950 0.953 0.274 Satd. Flow (perm)1681 1686 1583 0 0 0 0 3440 0 510 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)202 31 Link Speed (mph)40 40 35 35 Link Distance (ft)364 384 399 260 Travel Time (s)6.2 6.5 7.8 5.1 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 Adj. Flow (vph)162 1 202 0 0 0 0 530 120 287 492 0 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 81 82 202 0 0 0 0 650 0 287 492 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm NA pm+pt NA Protected Phases 4 4 2 1 3 1 3 6 Permitted Phases 4 1 3 6 Detector Phase 4 4 4 2 1 1 3 6 Switch Phase Minimum Initial (s) 6.0 6.0 6.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)25.0 25.0 25.0 30.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Combined Full Build Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 4 Lane Group Ø1 Ø3 Ø5 Ø6 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 3 5 6 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 10.0 4.0 7.0 Minimum Split (s)10.0 20.0 10.0 25.0 Total Split (s)10.0 25.0 10.0 30.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Combined Full Build Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.8% 27.8% 27.8%33.3% Maximum Green (s) 19.5 19.5 19.5 24.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.5 -2.5 -2.5 -2.5 Total Lost Time (s)3.0 3.0 3.0 3.0 Lead/Lag Lag Lag Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)15.5 15.5 15.5 35.8 64.4 68.0 Actuated g/C Ratio 0.17 0.17 0.17 0.40 0.72 0.76 v/c Ratio 0.28 0.28 0.46 0.47 0.39 0.18 Control Delay 33.3 33.3 8.0 22.2 7.2 0.7 Queue Delay 0.0 0.0 0.0 0.0 0.1 0.1 Total Delay 33.3 33.3 8.0 22.2 7.3 0.9 LOS C C A C A A Approach Delay 19.3 22.2 3.2 Approach LOS B C A Intersection Summary Area Type:Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 3 (3%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay: 13.4 Intersection LOS: B Intersection Capacity Utilization 48.6% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 4761: Culver & 104 EB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Combined Full Build Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 6 Lane Group Ø1 Ø3 Ø5 Ø6 Total Split (%)11% 28% 11% 33% Maximum Green (s) 4.5 19.5 4.5 24.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 4.0 2.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Combined Full Build Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 138 20 220 201 368 0 0 516 152 Future Volume (vph)0 0 0 138 20 220 201 368 0 0 516 152 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 200 350 85 0 0 0 Storage Lanes 0 0 1 1 1 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.850 0.966 Flt Protected 0.958 0.950 Satd. Flow (prot)0 0 0 0 3391 1583 1770 3539 0 0 3419 0 Flt Permitted 0.958 0.289 Satd. Flow (perm)0 0 0 0 3391 1583 538 3539 0 0 3419 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)239 43 Link Speed (mph)40 40 35 35 Link Distance (ft)338 396 260 1227 Travel Time (s)5.8 6.8 5.1 23.9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 0 0 150 22 239 218 400 0 0 561 165 Shared Lane Traffic (%) Lane Group Flow (vph)0 0 0 0 172 239 218 400 0 0 726 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 12 10 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm pm+pt NA NA Protected Phases 3 3 4 5 2 4 5 6 Permitted Phases 3 2 4 5 Detector Phase 3 3 3 5 2 4 5 6 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)25.0 25.0 25.0 30.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Combined Full Build Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 8 Lane Group Ø1 Ø2 Ø4 Ø5 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 2 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 7.0 6.0 4.0 Minimum Split (s)10.0 25.0 20.0 10.0 Total Split (s)10.0 30.0 25.0 10.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Combined Full Build Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.8% 27.8% 27.8%33.3% Maximum Green (s)19.5 19.5 19.5 24.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s)-2.5 -2.5 -2.5 Total Lost Time (s)3.0 3.0 3.0 Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s)4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) 16.8 16.8 61.5 62.1 38.4 Actuated g/C Ratio 0.19 0.19 0.68 0.69 0.43 v/c Ratio 0.27 0.49 0.30 0.16 0.49 Control Delay 31.5 7.7 9.3 1.2 20.6 Queue Delay 0.0 0.0 0.5 0.1 0.0 Total Delay 31.5 7.7 9.8 1.3 20.6 LOS C A A A C Approach Delay 17.6 4.3 20.6 Approach LOS B A C Intersection Summary Area Type:Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 3 (3%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay: 14.1 Intersection LOS: B Intersection Capacity Utilization 48.6% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 4762: Culver & 104 WB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Combined Full Build Conditions AM Peak Hour 08/18/2020 Synchro 10 Report Page 10 Lane Group Ø1 Ø2 Ø4 Ø5 Total Split (%)11% 33% 28% 11% Maximum Green (s) 4.5 24.5 19.5 4.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lead-Lag Optimize? Vehicle Extension (s) 2.0 2.0 4.0 2.0 Recall Mode None C-Max None None Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Lanes, Volumes, Timings 40050 Providence Housing 1: Culver & Brookdale Park 2021 Combined Full Build Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)40 4 15 101 4 122 20 740 100 123 688 76 Future Volume (vph)40 4 15 101 4 122 20 740 100 123 688 76 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Frt 0.966 0.927 0.983 0.987 Flt Protected 0.967 0.978 0.999 0.993 Satd. Flow (prot)0 1740 0 0 1689 0 0 3476 0 0 3469 0 Flt Permitted 0.967 0.978 0.999 0.993 Satd. Flow (perm)0 1740 0 0 1689 0 0 3476 0 0 3469 0 Link Speed (mph) 30 30 35 30 Link Distance (ft)393 384 968 389 Travel Time (s)8.9 8.7 18.9 8.8 Peak Hour Factor 0.97 1.00 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph)41 4 15 104 4 126 21 763 103 127 709 78 Shared Lane Traffic (%) Lane Group Flow (vph) 0 60 0 0 234 0 0 887 0 0 914 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 73.1%ICU Level of Service D Analysis Period (min) 15 HCM 6th TWSC 40050 Providence Housing 1: Culver & Brookdale Park 2021 Combined Full Build Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 2 Intersection Int Delay, s/veh 69.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 40 4 15 101 4 122 20 740 100 123 688 76 Future Vol, veh/h 40 4 15 101 4 122 20 740 100 123 688 76 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length -- - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 100 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 41 4 15 104 4 126 21 763 103 127 709 78 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1428 1910 394 1468 1898 433 787 0 0 866 0 0 Stage 1 1002 1002 - 857 857 - - - - - - - Stage 2 426 908 - 611 1041 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 95 67 605 ~ 89 69 571 828 - - 773 - - Stage 1 260 318 - 318 372 - - - - - - - Stage 2 577 352 - 448 305 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 51 45 605 ~ 60 46 571 828 - - 773 - - Mov Cap-2 Maneuver 51 45 - ~ 60 46 - - - - - - - Stage 1 247 224 - 302 353 - - - - - - - Stage 2 422 334 - 301 214 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 192.8 $ 565.5 0.4 2.4 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h)828 - - 66 114 773 - - HCM Lane V/C Ratio 0.025 - - 0.92 2.053 0.164 - - HCM Control Delay (s) 9.5 0.2 - 192.8$ 565.5 10.6 1.2 - HCM Lane LOS A A - F F B A - HCM 95th %tile Q(veh) 0.1 - - 4.5 19.5 0.6 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Combined Full Build Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 232 10 234 0 0 0 0 754 135 278 519 0 Future Volume (vph) 232 10 234 0 0 0 0 754 135 278 519 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)225 200 0 0 0 0 85 0 Storage Lanes 1 1 0 0 0 0 1 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.977 Flt Protected 0.950 0.956 0.950 Satd. Flow (prot)1681 1692 1583 0 0 0 0 3458 0 1770 3539 0 Flt Permitted 0.950 0.956 0.170 Satd. Flow (perm)1681 1692 1583 0 0 0 0 3458 0 317 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)244 18 Link Speed (mph)40 40 35 35 Link Distance (ft)851 384 389 260 Travel Time (s)14.5 6.5 7.6 5.1 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph)242 10 244 0 0 0 0 785 141 290 541 0 Shared Lane Traffic (%) 48% Lane Group Flow (vph) 126 126 244 0 0 0 0 926 0 290 541 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm NA pm+pt NA Protected Phases 4 4 2 1 3 1 3 6 Permitted Phases 4 1 3 6 Detector Phase 4 4 4 2 1 1 3 6 Switch Phase Minimum Initial (s) 6.0 6.0 6.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)33.0 33.0 33.0 42.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Combined Full Build Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 4 Lane Group Ø1 Ø3 Ø5 Ø6 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 3 5 6 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 10.0 4.0 7.0 Minimum Split (s)10.0 20.0 10.0 25.0 Total Split (s)12.0 33.0 12.0 42.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Combined Full Build Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.5% 27.5% 27.5%35.0% Maximum Green (s) 27.5 27.5 27.5 36.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 5.5 5.5 Lead/Lag Lag Lag Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)21.2 21.2 21.2 49.1 78.9 85.5 Actuated g/C Ratio 0.18 0.18 0.18 0.41 0.66 0.71 v/c Ratio 0.42 0.42 0.51 0.65 0.53 0.21 Control Delay 46.9 46.9 8.7 33.4 19.4 0.5 Queue Delay 0.1 0.1 0.0 0.0 0.0 0.1 Total Delay 47.0 46.9 8.7 33.4 19.4 0.6 LOS D D A C B A Approach Delay 28.1 33.4 7.2 Approach LOS C C A Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 10 (8%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 22.6 Intersection LOS: C Intersection Capacity Utilization 61.0% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 4761: Culver & 104 EB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Combined Full Build Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 6 Lane Group Ø1 Ø3 Ø5 Ø6 Total Split (%)10% 28% 10% 35% Maximum Green (s) 6.5 27.5 6.5 36.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 4.0 2.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Combined Full Build Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 124 15 328 259 729 0 0 668 157 Future Volume (vph)0 0 0 124 15 328 259 729 0 0 668 157 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 200 350 85 0 0 0 Storage Lanes 0 0 1 1 1 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.850 0.971 Flt Protected 0.957 0.950 Satd. Flow (prot)0 0 0 0 3387 1583 1770 3539 0 0 3437 0 Flt Permitted 0.957 0.222 Satd. Flow (perm)0 0 0 0 3387 1583 414 3539 0 0 3437 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)250 24 Link Speed (mph)40 40 35 35 Link Distance (ft)553 396 260 1227 Travel Time (s)9.4 6.8 5.1 23.9 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph)0 0 0 131 16 345 273 767 0 0 703 165 Shared Lane Traffic (%) Lane Group Flow (vph)0 0 0 0 147 345 273 767 0 0 868 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 12 10 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm pm+pt NA NA Protected Phases 3 3 4 5 2 4 5 6 Permitted Phases 3 2 4 5 Detector Phase 3 3 3 5 2 4 5 6 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)33.0 33.0 33.0 42.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Combined Full Build Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 8 Lane Group Ø1 Ø2 Ø4 Ø5 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 2 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 7.0 6.0 4.0 Minimum Split (s)10.0 25.0 20.0 10.0 Total Split (s)12.0 42.0 33.0 12.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Combined Full Build Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.5% 27.5% 27.5%35.0% Maximum Green (s)27.5 27.5 27.5 36.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 5.5 Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s)4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) 18.8 18.8 82.6 83.7 51.2 Actuated g/C Ratio 0.16 0.16 0.69 0.70 0.43 v/c Ratio 0.28 0.75 0.41 0.31 0.59 Control Delay 44.1 23.9 18.7 2.3 30.4 Queue Delay 0.0 0.0 1.8 0.2 0.0 Total Delay 44.1 23.9 20.5 2.6 30.4 LOS D C C A C Approach Delay 29.9 7.3 30.4 Approach LOS C A C Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 10 (8%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 20.3 Intersection LOS: C Intersection Capacity Utilization 61.0% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 4762: Culver & 104 WB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Combined Full Build Conditions PM Peak Hour 08/18/2020 Synchro 10 Report Page 10 Lane Group Ø1 Ø2 Ø4 Ø5 Total Split (%)10% 35% 28% 10% Maximum Green (s) 6.5 36.5 27.5 6.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lead-Lag Optimize? Vehicle Extension (s) 2.0 2.0 4.0 2.0 Recall Mode None C-Max None None Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary A9 Level of Service Calculations: Full Build Conditions w/Mitigation Quicklee's Only Lanes, Volumes, Timings 40050 Providence Housing 1: Culver & Brookdale Park 2021 Quicklees Only w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)29 3 10 66 3 74 8 447 63 71 419 28 Future Volume (vph)29 3 10 66 3 74 8 447 63 71 419 28 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 0 25 0 100 0 Storage Lanes 0 0 0 1 1 0 1 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.967 0.850 0.982 0.990 Flt Protected 0.966 0.954 0.950 0.950 Satd. Flow (prot)0 1740 0 0 1777 1583 1770 3476 0 1770 3504 0 Flt Permitted 0.892 0.460 0.428 Satd. Flow (perm)0 1607 0 0 1863 1583 857 3476 0 797 3504 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)12 86 37 16 Link Speed (mph)30 30 35 30 Link Distance (ft)398 468 958 399 Travel Time (s)9.0 10.6 18.7 9.1 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 Adj. Flow (vph)34 3 12 77 3 86 9 520 73 83 487 33 Shared Lane Traffic (%) Lane Group Flow (vph) 0 49 0 0 80 86 9 593 0 83 520 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 1 2 1 2 Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft)20 100 20 100 20 20 100 20 100 Trailing Detector (ft)0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 20 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 94 Detector 2 Size(ft)6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 8 2 6 Lanes, Volumes, Timings 40050 Providence Housing 1: Culver & Brookdale Park 2021 Quicklees Only w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 8 8 8 2 2 6 6 Switch Phase Minimum Initial (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Split (s)25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 Total Split (s)25.0 25.0 25.0 25.0 25.0 45.0 45.0 45.0 45.0 Total Split (%)35.7% 35.7% 35.7% 35.7% 35.7% 64.3% 64.3% 64.3% 64.3% Maximum Green (s) 20.0 20.0 20.0 20.0 20.0 40.0 40.0 40.0 40.0 Yellow Time (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 Act Effct Green (s)8.0 8.2 8.2 15.6 15.6 15.6 15.6 Actuated g/C Ratio 0.33 0.34 0.34 0.65 0.65 0.65 0.65 v/c Ratio 0.09 0.13 0.14 0.02 0.26 0.16 0.23 Control Delay 8.1 9.4 4.0 5.6 5.0 6.7 5.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 8.1 9.4 4.0 5.6 5.0 6.7 5.0 LOS A A A A A A A Approach Delay 8.1 6.6 5.0 5.2 Approach LOS A A A A Intersection Summary Area Type:Other Cycle Length: 70 Actuated Cycle Length: 24 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.26 Intersection Signal Delay: 5.4 Intersection LOS: A Intersection Capacity Utilization 39.8%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: Culver & Brookdale Park Queues 40050 Providence Housing 1: Culver & Brookdale Park 2021 Quicklees Only w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 3 Lane Group EBT WBT WBR NBL NBT SBL SBT Lane Group Flow (vph) 49 80 86 9 593 83 520 v/c Ratio 0.09 0.13 0.14 0.02 0.26 0.16 0.23 Control Delay 8.1 9.4 4.0 5.6 5.0 6.7 5.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 8.1 9.4 4.0 5.6 5.0 6.7 5.0 Queue Length 50th (ft)4 8 0 1 26 7 23 Queue Length 95th (ft) 19 30 17 5 52 24 46 Internal Link Dist (ft) 318 388 878 319 Turn Bay Length (ft)25 100 Base Capacity (vph) 1265 1464 1262 857 3476 797 3504 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.04 0.05 0.07 0.01 0.17 0.10 0.15 Intersection Summary Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Quicklees Only w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 139 1 168 0 0 0 0 417 95 247 390 0 Future Volume (vph) 139 1 168 0 0 0 0 417 95 247 390 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)225 200 0 0 0 0 85 0 Storage Lanes 1 1 0 0 0 0 1 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.972 Flt Protected 0.950 0.953 0.950 Satd. Flow (prot)1681 1686 1583 0 0 0 0 3440 0 1770 3539 0 Flt Permitted 0.950 0.953 0.305 Satd. Flow (perm)1681 1686 1583 0 0 0 0 3440 0 568 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)195 31 Link Speed (mph)40 40 35 35 Link Distance (ft)364 384 399 260 Travel Time (s)6.2 6.5 7.8 5.1 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 Adj. Flow (vph)162 1 195 0 0 0 0 485 110 287 453 0 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 81 82 195 0 0 0 0 595 0 287 453 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm NA pm+pt NA Protected Phases 4 4 2 1 3 1 3 6 Permitted Phases 4 1 3 6 Detector Phase 4 4 4 2 1 1 3 6 Switch Phase Minimum Initial (s) 6.0 6.0 6.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)25.0 25.0 25.0 30.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Quicklees Only w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 5 Lane Group Ø1 Ø3 Ø5 Ø6 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 3 5 6 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 10.0 4.0 7.0 Minimum Split (s)10.0 20.0 10.0 25.0 Total Split (s)10.0 25.0 10.0 30.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Quicklees Only w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.8% 27.8% 27.8%33.3% Maximum Green (s) 19.5 19.5 19.5 24.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.5 -2.5 -2.5 -2.5 Total Lost Time (s)3.0 3.0 3.0 3.0 Lead/Lag Lag Lag Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)15.5 15.5 15.5 36.1 64.5 68.1 Actuated g/C Ratio 0.17 0.17 0.17 0.40 0.72 0.76 v/c Ratio 0.28 0.28 0.45 0.43 0.38 0.17 Control Delay 33.3 33.3 8.0 21.3 6.4 0.7 Queue Delay 0.0 0.0 0.0 0.0 0.1 0.1 Total Delay 33.3 33.3 8.0 21.3 6.5 0.8 LOS C C A C A A Approach Delay 19.5 21.3 3.0 Approach LOS B C A Intersection Summary Area Type:Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 3 (3%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay: 13.0 Intersection LOS: B Intersection Capacity Utilization 47.6% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 4761: Culver & 104 EB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Quicklees Only w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 7 Lane Group Ø1 Ø3 Ø5 Ø6 Total Split (%)11% 28% 11% 33% Maximum Green (s) 4.5 19.5 4.5 24.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 4.0 2.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Queues 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Quicklees Only w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 8 Lane Group EBL EBT EBR NBT SBL SBT Lane Group Flow (vph) 81 82 195 595 287 453 v/c Ratio 0.28 0.28 0.45 0.43 0.38 0.17 Control Delay 33.3 33.3 8.0 21.3 6.4 0.7 Queue Delay 0.0 0.0 0.0 0.0 0.1 0.1 Total Delay 33.3 33.3 8.0 21.3 6.5 0.8 Queue Length 50th (ft) 43 43 0 119 27 5 Queue Length 95th (ft) 75 74 45 184 83 7 Internal Link Dist (ft)284 319 180 Turn Bay Length (ft) 225 200 85 Base Capacity (vph) 410 412 534 1396 760 2892 Starvation Cap Reductn 0 0 0 0 56 1317 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.20 0.20 0.37 0.43 0.41 0.29 Intersection Summary Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Quicklees Only w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 132 20 220 196 356 0 0 490 152 Future Volume (vph)0 0 0 132 20 220 196 356 0 0 490 152 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 200 350 85 0 0 0 Storage Lanes 0 0 1 1 1 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.850 0.965 Flt Protected 0.958 0.950 Satd. Flow (prot)0 0 0 0 3391 1583 1770 3539 0 0 3415 0 Flt Permitted 0.958 0.306 Satd. Flow (perm)0 0 0 0 3391 1583 570 3539 0 0 3415 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)239 47 Link Speed (mph)40 40 35 35 Link Distance (ft)338 396 260 1227 Travel Time (s)5.8 6.8 5.1 23.9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 0 0 143 22 239 213 387 0 0 533 165 Shared Lane Traffic (%) Lane Group Flow (vph)0 0 0 0 165 239 213 387 0 0 698 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 12 10 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm pm+pt NA NA Protected Phases 3 3 4 5 2 4 5 6 Permitted Phases 3 2 4 5 Detector Phase 3 3 3 5 2 4 5 6 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)25.0 25.0 25.0 30.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Quicklees Only w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 10 Lane Group Ø1 Ø2 Ø4 Ø5 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 2 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 7.0 6.0 4.0 Minimum Split (s)10.0 25.0 20.0 10.0 Total Split (s)10.0 30.0 25.0 10.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Quicklees Only w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 11 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.8% 27.8% 27.8%33.3% Maximum Green (s)19.5 19.5 19.5 24.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s)-2.5 -2.5 -2.5 Total Lost Time (s)3.0 3.0 3.0 Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s)4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) 16.5 16.5 61.8 62.4 38.7 Actuated g/C Ratio 0.18 0.18 0.69 0.69 0.43 v/c Ratio 0.27 0.49 0.29 0.16 0.47 Control Delay 31.7 7.8 7.8 1.1 19.9 Queue Delay 0.0 0.0 0.4 0.1 0.0 Total Delay 31.7 7.8 8.3 1.2 19.9 LOS C A A A B Approach Delay 17.6 3.7 19.9 Approach LOS B A B Intersection Summary Area Type:Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 3 (3%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay: 13.6 Intersection LOS: B Intersection Capacity Utilization 47.6% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 4762: Culver & 104 WB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Quicklees Only w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 12 Lane Group Ø1 Ø2 Ø4 Ø5 Total Split (%)11% 33% 28% 11% Maximum Green (s) 4.5 24.5 19.5 4.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lead-Lag Optimize? Vehicle Extension (s) 2.0 2.0 4.0 2.0 Recall Mode None C-Max None None Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Queues 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Quicklees Only w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 13 Lane Group WBT WBR NBL NBT SBT Lane Group Flow (vph) 165 239 213 387 698 v/c Ratio 0.27 0.49 0.29 0.16 0.47 Control Delay 31.7 7.8 7.8 1.1 19.9 Queue Delay 0.0 0.0 0.4 0.1 0.0 Total Delay 31.7 7.8 8.3 1.2 19.9 Queue Length 50th (ft) 43 0 15 6 131 Queue Length 95th (ft) 66 56 65 8 231 Internal Link Dist (ft) 316 180 1147 Turn Bay Length (ft)350 85 Base Capacity (vph) 828 567 734 2467 1496 Starvation Cap Reductn 0 0 218 1033 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.20 0.42 0.41 0.27 0.47 Intersection Summary Lanes, Volumes, Timings 40050 Providence Housing 1: Culver & Brookdale Park 2021 Quicklee's Only w/MitigationPM Peak Hour 08/20/2020 Synchro 10 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)40 3 15 92 3 101 20 740 91 102 688 76 Future Volume (vph)40 3 15 92 3 101 20 740 91 102 688 76 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 0 25 0 100 0 Storage Lanes 0 0 0 1 1 0 1 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.966 0.850 0.984 0.985 Flt Protected 0.966 0.954 0.950 0.950 Satd. Flow (prot)0 1738 0 0 1777 1583 1770 3483 0 1770 3486 0 Flt Permitted 0.732 0.689 0.354 0.320 Satd. Flow (perm)0 1317 0 0 1283 1583 659 3483 0 596 3486 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)15 104 32 28 Link Speed (mph)30 30 35 30 Link Distance (ft)393 384 968 389 Travel Time (s)8.9 8.7 18.9 8.8 Peak Hour Factor 0.97 1.00 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph)41 3 15 95 3 104 21 763 94 105 709 78 Shared Lane Traffic (%) Lane Group Flow (vph) 0 59 0 0 98 104 21 857 0 105 787 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 1 2 1 2 Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft)20 100 20 100 20 20 100 20 100 Trailing Detector (ft)0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 20 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 94 Detector 2 Size(ft)6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 8 2 6 Lanes, Volumes, Timings 40050 Providence Housing 1: Culver & Brookdale Park 2021 Quicklee's Only w/MitigationPM Peak Hour 08/20/2020 Synchro 10 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 8 8 8 2 2 6 6 Switch Phase Minimum Initial (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Split (s)25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 Total Split (s)25.0 25.0 25.0 25.0 25.0 45.0 45.0 45.0 45.0 Total Split (%)35.7% 35.7% 35.7% 35.7% 35.7% 64.3% 64.3% 64.3% 64.3% Maximum Green (s) 20.0 20.0 20.0 20.0 20.0 40.0 40.0 40.0 40.0 Yellow Time (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 Act Effct Green (s)9.3 9.3 9.3 19.7 19.7 19.7 19.7 Actuated g/C Ratio 0.28 0.28 0.28 0.59 0.59 0.59 0.59 v/c Ratio 0.16 0.28 0.20 0.05 0.41 0.30 0.38 Control Delay 11.9 15.7 5.3 5.7 6.4 9.1 6.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.9 15.7 5.3 5.7 6.4 9.1 6.2 LOS B B A A A A A Approach Delay 11.9 10.3 6.4 6.5 Approach LOS B B A A Intersection Summary Area Type:Other Cycle Length: 70 Actuated Cycle Length: 33.4 Natural Cycle: 55 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.41 Intersection Signal Delay: 7.0 Intersection LOS: A Intersection Capacity Utilization 51.5%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: Culver & Brookdale Park Queues 40050 Providence Housing 1: Culver & Brookdale Park 2021 Quicklee's Only w/MitigationPM Peak Hour 08/20/2020 Synchro 10 Report Page 3 Lane Group EBT WBT WBR NBL NBT SBL SBT Lane Group Flow (vph) 59 98 104 21 857 105 787 v/c Ratio 0.16 0.28 0.20 0.05 0.41 0.30 0.38 Control Delay 11.9 15.7 5.3 5.7 6.4 9.1 6.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.9 15.7 5.3 5.7 6.4 9.1 6.2 Queue Length 50th (ft) 6 14 0 2 47 11 42 Queue Length 95th (ft) 34 58 29 10 100 42 91 Internal Link Dist (ft) 313 304 888 309 Turn Bay Length (ft)25 100 Base Capacity (vph) 841 814 1042 628 3321 568 3323 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.07 0.12 0.10 0.03 0.26 0.18 0.24 Intersection Summary Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Quicklee's Only w/MitigationPM Peak Hour 08/20/2020 Synchro 10 Report Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 232 10 234 0 0 0 0 767 138 278 536 0 Future Volume (vph) 232 10 234 0 0 0 0 767 138 278 536 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)225 200 0 0 0 0 85 0 Storage Lanes 1 1 0 0 0 0 1 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.977 Flt Protected 0.950 0.956 0.950 Satd. Flow (prot)1681 1692 1583 0 0 0 0 3458 0 1770 3539 0 Flt Permitted 0.950 0.956 0.163 Satd. Flow (perm)1681 1692 1583 0 0 0 0 3458 0 304 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)244 18 Link Speed (mph)40 40 35 35 Link Distance (ft)851 384 389 260 Travel Time (s)14.5 6.5 7.6 5.1 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph)242 10 244 0 0 0 0 799 144 290 558 0 Shared Lane Traffic (%) 48% Lane Group Flow (vph) 126 126 244 0 0 0 0 943 0 290 558 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm NA pm+pt NA Protected Phases 4 4 2 1 3 1 3 6 Permitted Phases 4 1 3 6 Detector Phase 4 4 4 2 1 1 3 6 Switch Phase Minimum Initial (s) 6.0 6.0 6.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)33.0 33.0 33.0 42.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Quicklee's Only w/MitigationPM Peak Hour 08/20/2020 Synchro 10 Report Page 5 Lane Group Ø1 Ø3 Ø5 Ø6 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 3 5 6 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 10.0 4.0 7.0 Minimum Split (s)10.0 20.0 10.0 25.0 Total Split (s)12.0 33.0 12.0 42.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Quicklee's Only w/MitigationPM Peak Hour 08/20/2020 Synchro 10 Report Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.5% 27.5% 27.5%35.0% Maximum Green (s) 27.5 27.5 27.5 36.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 5.5 5.5 Lead/Lag Lag Lag Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)21.5 21.5 21.5 48.8 78.3 84.9 Actuated g/C Ratio 0.18 0.18 0.18 0.41 0.65 0.71 v/c Ratio 0.42 0.42 0.50 0.67 0.54 0.22 Control Delay 46.4 46.3 8.6 34.0 19.8 0.5 Queue Delay 0.1 0.1 0.0 3.1 0.0 0.1 Total Delay 46.5 46.4 8.6 37.0 19.8 0.6 LOS D D A D B A Approach Delay 27.8 37.0 7.2 Approach LOS C D A Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 10 (8%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay: 24.0 Intersection LOS: C Intersection Capacity Utilization 61.4% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 4761: Culver & 104 EB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Quicklee's Only w/MitigationPM Peak Hour 08/20/2020 Synchro 10 Report Page 7 Lane Group Ø1 Ø3 Ø5 Ø6 Total Split (%)10% 28% 10% 35% Maximum Green (s) 6.5 27.5 6.5 36.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 4.0 2.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Queues 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Quicklee's Only w/MitigationPM Peak Hour 08/20/2020 Synchro 10 Report Page 8 Lane Group EBL EBT EBR NBT SBL SBT Lane Group Flow (vph) 126 126 244 943 290 558 v/c Ratio 0.42 0.42 0.50 0.67 0.54 0.22 Control Delay 46.4 46.3 8.6 34.0 19.8 0.5 Queue Delay 0.1 0.1 0.0 3.1 0.0 0.1 Total Delay 46.5 46.4 8.6 37.0 19.8 0.6 Queue Length 50th (ft) 91 91 0 319 111 3 Queue Length 95th (ft) 147 146 66 #475 255 3 Internal Link Dist (ft)771 309 180 Turn Bay Length (ft) 225 200 85 Base Capacity (vph) 386 388 551 1416 536 2754 Starvation Cap Reductn 0 0 0 356 0 1108 Spillback Cap Reductn 15 15 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.34 0.34 0.44 0.89 0.54 0.34 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Quicklee's Only w/MitigationPM Peak Hour 08/20/2020 Synchro 10 Report Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 128 15 328 260 741 0 0 681 157 Future Volume (vph)0 0 0 128 15 328 260 741 0 0 681 157 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 200 350 85 0 0 0 Storage Lanes 0 0 1 1 1 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.850 0.972 Flt Protected 0.957 0.950 Satd. Flow (prot)0 0 0 0 3387 1583 1770 3539 0 0 3440 0 Flt Permitted 0.957 0.212 Satd. Flow (perm)0 0 0 0 3387 1583 395 3539 0 0 3440 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)244 24 Link Speed (mph)40 40 35 35 Link Distance (ft)553 396 260 1227 Travel Time (s)9.4 6.8 5.1 23.9 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph)0 0 0 135 16 345 274 780 0 0 717 165 Shared Lane Traffic (%) Lane Group Flow (vph)0 0 0 0 151 345 274 780 0 0 882 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 12 10 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm pm+pt NA NA Protected Phases 3 3 4 5 2 4 5 6 Permitted Phases 3 2 4 5 Detector Phase 3 3 3 5 2 4 5 6 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)33.0 33.0 33.0 42.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Quicklee's Only w/MitigationPM Peak Hour 08/20/2020 Synchro 10 Report Page 10 Lane Group Ø1 Ø2 Ø4 Ø5 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 2 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 7.0 6.0 4.0 Minimum Split (s)10.0 25.0 20.0 10.0 Total Split (s)12.0 42.0 33.0 12.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Quicklee's Only w/MitigationPM Peak Hour 08/20/2020 Synchro 10 Report Page 11 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.5% 27.5% 27.5%35.0% Maximum Green (s)27.5 27.5 27.5 36.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 5.5 Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s)4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) 19.0 19.0 82.6 83.7 50.6 Actuated g/C Ratio 0.16 0.16 0.69 0.70 0.42 v/c Ratio 0.28 0.76 0.42 0.32 0.60 Control Delay 44.0 24.8 19.9 2.4 31.2 Queue Delay 0.0 0.0 1.9 0.2 0.0 Total Delay 44.0 24.8 21.8 2.7 31.2 LOS D C C A C Approach Delay 30.6 7.6 31.2 Approach LOS C A C Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 10 (8%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay: 20.9 Intersection LOS: C Intersection Capacity Utilization 61.4% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 4762: Culver & 104 WB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Quicklee's Only w/MitigationPM Peak Hour 08/20/2020 Synchro 10 Report Page 12 Lane Group Ø1 Ø2 Ø4 Ø5 Total Split (%)10% 35% 28% 10% Maximum Green (s) 6.5 36.5 27.5 6.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lead-Lag Optimize? Vehicle Extension (s) 2.0 2.0 4.0 2.0 Recall Mode None C-Max None None Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Queues 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Quicklee's Only w/MitigationPM Peak Hour 08/20/2020 Synchro 10 Report Page 13 Lane Group WBT WBR NBL NBT SBT Lane Group Flow (vph) 151 345 274 780 882 v/c Ratio 0.28 0.76 0.42 0.32 0.60 Control Delay 44.0 24.8 19.9 2.4 31.2 Queue Delay 0.0 0.0 1.9 0.2 0.0 Total Delay 44.0 24.8 21.8 2.7 31.2 Queue Length 50th (ft) 54 72 70 12 268 Queue Length 95th (ft) 80 170 171 44 408 Internal Link Dist (ft) 316 180 1147 Turn Bay Length (ft)350 85 Base Capacity (vph) 776 550 662 2492 1465 Starvation Cap Reductn 0 0 248 893 0 Spillback Cap Reductn 42 0 0 0 26 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.21 0.63 0.66 0.49 0.61 Intersection Summary A10 Level of Service Calculations: Full Build Conditions w/Mitigation Residential Only Lanes, Volumes, Timings 40050 Providence Housing 1: Culver & Brookdale Park 2021 Affordable Housing Only w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)29 1 10 9 0 21 8 488 21 48 460 28 Future Volume (vph)29 1 10 9 0 21 8 488 21 48 460 28 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 0 25 0 100 0 Storage Lanes 0 0 0 0 1 0 1 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.966 0.905 0.994 0.991 Flt Protected 0.965 0.986 0.950 0.950 Satd. Flow (prot)0 1736 0 0 1662 0 1770 3518 0 1770 3507 0 Flt Permitted 0.965 0.986 0.950 0.950 Satd. Flow (perm)0 1736 0 0 1662 0 1770 3518 0 1770 3507 0 Link Speed (mph)30 30 35 30 Link Distance (ft)398 468 958 399 Travel Time (s)9.0 10.6 18.7 9.1 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 Adj. Flow (vph)34 1 12 10 0 24 9 567 24 56 535 33 Shared Lane Traffic (%) Lane Group Flow (vph) 0 47 0 0 34 0 9 591 0 56 568 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 32.4% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 40050 Providence Housing 1: Culver & Brookdale Park 2021 Affordable Housing Only w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 2 Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 29 1 10 9 0 21 8 488 21 48 460 28 Future Vol, veh/h 29 1 10 9 0 21 8 488 21 48 460 28 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length -- - - - - 25 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 34 1 12 10 0 24 9 567 24 56 535 33 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 966 1273 284 977 1277 296 568 0 0 591 0 0 Stage 1 664 664 - 597 597 - - - - - - - Stage 2 302 609 - 380 680 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 209 166 713 205 165 700 1000 - - 981 - - Stage 1 416 456 - 456 490 - - - - - - - Stage 2 682 484 - 614 449 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 192 155 713 190 154 700 1000 - - 981 - - Mov Cap-2 Maneuver 192 155 - 190 154 - - - - - - - Stage 1 412 430 - 452 486 - - - - - - - Stage 2 652 480 - 568 423 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 24.3 15.2 0.1 0.8 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1000 - - 233 388 981 - - HCM Lane V/C Ratio 0.009 - - 0.2 0.09 0.057 - - HCM Control Delay (s) 8.6 - - 24.3 15.2 8.9 - - HCM Lane LOS A - - C C A - - HCM 95th %tile Q(veh) 0 - - 0.7 0.3 0.2 - - Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Affordable Housing Only w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 139 1 168 0 0 0 0 429 97 247 398 0 Future Volume (vph) 139 1 168 0 0 0 0 429 97 247 398 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)225 200 0 0 0 0 85 0 Storage Lanes 1 1 0 0 0 0 1 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.972 Flt Protected 0.950 0.953 0.950 Satd. Flow (prot)1681 1686 1583 0 0 0 0 3440 0 1770 3539 0 Flt Permitted 0.950 0.953 0.296 Satd. Flow (perm)1681 1686 1583 0 0 0 0 3440 0 551 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)195 31 Link Speed (mph)40 40 35 35 Link Distance (ft)364 384 399 260 Travel Time (s)6.2 6.5 7.8 5.1 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 Adj. Flow (vph)162 1 195 0 0 0 0 499 113 287 463 0 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 81 82 195 0 0 0 0 612 0 287 463 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm NA pm+pt NA Protected Phases 4 4 2 1 3 1 3 6 Permitted Phases 4 1 3 6 Detector Phase 4 4 4 2 1 1 3 6 Switch Phase Minimum Initial (s) 6.0 6.0 6.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)25.0 25.0 25.0 30.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Affordable Housing Only w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 4 Lane Group Ø1 Ø3 Ø5 Ø6 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 3 5 6 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 10.0 4.0 7.0 Minimum Split (s)10.0 20.0 10.0 25.0 Total Split (s)10.0 25.0 10.0 30.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Affordable Housing Only w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.8% 27.8% 27.8%33.3% Maximum Green (s) 19.5 19.5 19.5 24.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.5 -2.5 -2.5 -2.5 Total Lost Time (s)3.0 3.0 3.0 3.0 Lead/Lag Lag Lag Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)15.4 15.4 15.4 36.0 64.6 68.2 Actuated g/C Ratio 0.17 0.17 0.17 0.40 0.72 0.76 v/c Ratio 0.28 0.29 0.45 0.44 0.38 0.17 Control Delay 33.5 33.6 8.1 21.5 6.6 0.7 Queue Delay 0.0 0.0 0.0 0.0 0.1 0.1 Total Delay 33.5 33.6 8.1 21.5 6.7 0.8 LOS C C A C A A Approach Delay 19.7 21.5 3.1 Approach LOS B C A Intersection Summary Area Type:Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 3 (3%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay: 13.1 Intersection LOS: B Intersection Capacity Utilization 47.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 4761: Culver & 104 EB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Affordable Housing Only w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 6 Lane Group Ø1 Ø3 Ø5 Ø6 Total Split (%)11% 28% 11% 33% Maximum Green (s) 4.5 19.5 4.5 24.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 4.0 2.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Affordable Housing Only w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 133 20 220 195 346 0 0 497 152 Future Volume (vph)0 0 0 133 20 220 195 346 0 0 497 152 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 200 350 85 0 0 0 Storage Lanes 0 0 1 1 1 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.850 0.965 Flt Protected 0.958 0.950 Satd. Flow (prot)0 0 0 0 3391 1583 1770 3539 0 0 3415 0 Flt Permitted 0.958 0.302 Satd. Flow (perm)0 0 0 0 3391 1583 563 3539 0 0 3415 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)239 46 Link Speed (mph)40 40 35 35 Link Distance (ft)338 396 260 1227 Travel Time (s)5.8 6.8 5.1 23.9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 0 0 145 22 239 212 376 0 0 540 165 Shared Lane Traffic (%) Lane Group Flow (vph)0 0 0 0 167 239 212 376 0 0 705 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 12 10 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm pm+pt NA NA Protected Phases 3 3 4 5 2 4 5 6 Permitted Phases 3 2 4 5 Detector Phase 3 3 3 5 2 4 5 6 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)25.0 25.0 25.0 30.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Affordable Housing Only w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 8 Lane Group Ø1 Ø2 Ø4 Ø5 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 2 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 7.0 6.0 4.0 Minimum Split (s)10.0 25.0 20.0 10.0 Total Split (s)10.0 30.0 25.0 10.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Affordable Housing Only w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.8% 27.8% 27.8%33.3% Maximum Green (s)19.5 19.5 19.5 24.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s)-2.5 -2.5 -2.5 Total Lost Time (s)3.0 3.0 3.0 Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s)4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) 16.5 16.5 61.8 62.4 38.7 Actuated g/C Ratio 0.18 0.18 0.69 0.69 0.43 v/c Ratio 0.27 0.49 0.29 0.15 0.47 Control Delay 31.7 7.8 8.0 1.1 20.0 Queue Delay 0.0 0.0 0.4 0.1 0.0 Total Delay 31.7 7.8 8.5 1.2 20.0 LOS C A A A C Approach Delay 17.6 3.8 20.0 Approach LOS B A C Intersection Summary Area Type:Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 3 (3%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay: 13.8 Intersection LOS: B Intersection Capacity Utilization 47.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 4762: Culver & 104 WB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Affordable Housing Only w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 10 Lane Group Ø1 Ø2 Ø4 Ø5 Total Split (%)11% 33% 28% 11% Maximum Green (s) 4.5 24.5 19.5 4.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lead-Lag Optimize? Vehicle Extension (s) 2.0 2.0 4.0 2.0 Recall Mode None C-Max None None Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Lanes, Volumes, Timings 40050 Providence Housing 1: Culver & Brookdale Park 2021 Affordable Housing Only w/Mitigation PM Peak Hour 08/20/2020 Synchro 10 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)40 0 15 9 0 21 20 803 9 21 752 76 Future Volume (vph)40 0 15 9 0 21 20 803 9 21 752 76 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 0 25 0 100 0 Storage Lanes 0 0 0 0 1 0 1 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.964 0.904 0.998 0.986 Flt Protected 0.965 0.986 0.950 0.950 Satd. Flow (prot)0 1733 0 0 1660 0 1770 3532 0 1770 3490 0 Flt Permitted 0.965 0.986 0.950 0.950 Satd. Flow (perm)0 1733 0 0 1660 0 1770 3532 0 1770 3490 0 Link Speed (mph)30 30 35 30 Link Distance (ft)393 384 968 389 Travel Time (s)8.9 8.7 18.9 8.8 Peak Hour Factor 0.97 1.00 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph)41 0 15 9 0 22 21 828 9 22 775 78 Shared Lane Traffic (%) Lane Group Flow (vph) 0 56 0 0 31 0 21 837 0 22 853 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Sign Control Stop Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 36.6% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 40050 Providence Housing 1: Culver & Brookdale Park 2021 Affordable Housing Only w/Mitigation PM Peak Hour 08/20/2020 Synchro 10 Report Page 2 Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 40 0 15 9 0 21 20 803 9 21 752 76 Future Vol, veh/h 40 0 15 9 0 21 20 803 9 21 752 76 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length -- - - - - 25 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 100 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 41 0 15 9 0 22 21 828 9 22 775 78 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1314 1737 427 1307 1772 419 853 0 0 837 0 0 Stage 1 858 858 - 875 875 - - - - - - - Stage 2 456 879 - 432 897 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 116 86 576 117 82 583 782 - - 793 - - Stage 1 318 372 - 310 365 - - - - - - - Stage 2 554 363 - 572 357 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 107 81 576 109 78 583 782 - - 793 - - Mov Cap-2 Maneuver 107 81 - 109 78 - - - - - - - Stage 1 309 362 - 302 355 - - - - - - - Stage 2 519 353 - 541 347 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 48.2 21.2 0.2 0.2 HCM LOS E C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h)782 - - 138 253 793 - - HCM Lane V/C Ratio 0.026 - - 0.411 0.122 0.027 - - HCM Control Delay (s) 9.7 - - 48.2 21.2 9.7 - - HCM Lane LOS A - - E C A - - HCM 95th %tile Q(veh) 0.1 - - 1.8 0.4 0.1 - - Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Affordable Housing Only w/Mitigation PM Peak Hour 08/20/2020 Synchro 10 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 232 10 234 0 0 0 0 754 135 278 519 0 Future Volume (vph) 232 10 234 0 0 0 0 754 135 278 519 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)225 200 0 0 0 0 85 0 Storage Lanes 1 1 0 0 0 0 1 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.977 Flt Protected 0.950 0.956 0.950 Satd. Flow (prot)1681 1692 1583 0 0 0 0 3458 0 1770 3539 0 Flt Permitted 0.950 0.956 0.170 Satd. Flow (perm)1681 1692 1583 0 0 0 0 3458 0 317 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)244 18 Link Speed (mph)40 40 35 35 Link Distance (ft)851 384 389 260 Travel Time (s)14.5 6.5 7.6 5.1 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph)242 10 244 0 0 0 0 785 141 290 541 0 Shared Lane Traffic (%) 48% Lane Group Flow (vph) 126 126 244 0 0 0 0 926 0 290 541 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm NA pm+pt NA Protected Phases 4 4 2 1 3 1 3 6 Permitted Phases 4 1 3 6 Detector Phase 4 4 4 2 1 1 3 6 Switch Phase Minimum Initial (s) 6.0 6.0 6.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)33.0 33.0 33.0 42.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Affordable Housing Only w/Mitigation PM Peak Hour 08/20/2020 Synchro 10 Report Page 4 Lane Group Ø1 Ø3 Ø5 Ø6 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 3 5 6 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 10.0 4.0 7.0 Minimum Split (s)10.0 20.0 10.0 25.0 Total Split (s)12.0 33.0 12.0 42.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Affordable Housing Only w/Mitigation PM Peak Hour 08/20/2020 Synchro 10 Report Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.5% 27.5% 27.5%35.0% Maximum Green (s) 27.5 27.5 27.5 36.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 5.5 5.5 Lead/Lag Lag Lag Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)21.2 21.2 21.2 49.1 78.9 85.5 Actuated g/C Ratio 0.18 0.18 0.18 0.41 0.66 0.71 v/c Ratio 0.42 0.42 0.51 0.65 0.53 0.21 Control Delay 46.9 46.9 8.7 33.4 19.4 0.5 Queue Delay 0.1 0.1 0.0 0.0 0.0 0.1 Total Delay 47.0 46.9 8.7 33.4 19.4 0.6 LOS D D A C B A Approach Delay 28.1 33.4 7.2 Approach LOS C C A Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 10 (8%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 22.6 Intersection LOS: C Intersection Capacity Utilization 61.0% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 4761: Culver & 104 EB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Affordable Housing Only w/Mitigation PM Peak Hour 08/20/2020 Synchro 10 Report Page 6 Lane Group Ø1 Ø3 Ø5 Ø6 Total Split (%)10% 28% 10% 35% Maximum Green (s) 6.5 27.5 6.5 36.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 4.0 2.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Affordable Housing Only w/Mitigation PM Peak Hour 08/20/2020 Synchro 10 Report Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 124 15 328 259 729 0 0 668 157 Future Volume (vph)0 0 0 124 15 328 259 729 0 0 668 157 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 200 350 85 0 0 0 Storage Lanes 0 0 1 1 1 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.850 0.971 Flt Protected 0.957 0.950 Satd. Flow (prot)0 0 0 0 3387 1583 1770 3539 0 0 3437 0 Flt Permitted 0.957 0.222 Satd. Flow (perm)0 0 0 0 3387 1583 414 3539 0 0 3437 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)250 24 Link Speed (mph)40 40 35 35 Link Distance (ft)553 396 260 1227 Travel Time (s)9.4 6.8 5.1 23.9 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph)0 0 0 131 16 345 273 767 0 0 703 165 Shared Lane Traffic (%) Lane Group Flow (vph)0 0 0 0 147 345 273 767 0 0 868 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 12 10 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm pm+pt NA NA Protected Phases 3 3 4 5 2 4 5 6 Permitted Phases 3 2 4 5 Detector Phase 3 3 3 5 2 4 5 6 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)33.0 33.0 33.0 42.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Affordable Housing Only w/Mitigation PM Peak Hour 08/20/2020 Synchro 10 Report Page 8 Lane Group Ø1 Ø2 Ø4 Ø5 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 2 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 7.0 6.0 4.0 Minimum Split (s)10.0 25.0 20.0 10.0 Total Split (s)12.0 42.0 33.0 12.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Affordable Housing Only w/Mitigation PM Peak Hour 08/20/2020 Synchro 10 Report Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.5% 27.5% 27.5%35.0% Maximum Green (s)27.5 27.5 27.5 36.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 5.5 Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s)4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) 18.8 18.8 82.6 83.7 51.2 Actuated g/C Ratio 0.16 0.16 0.69 0.70 0.43 v/c Ratio 0.28 0.75 0.41 0.31 0.59 Control Delay 44.1 23.9 18.7 2.3 30.4 Queue Delay 0.0 0.0 1.8 0.2 0.0 Total Delay 44.1 23.9 20.5 2.6 30.4 LOS D C C A C Approach Delay 29.9 7.3 30.4 Approach LOS C A C Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 10 (8%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 20.3 Intersection LOS: C Intersection Capacity Utilization 61.0% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 4762: Culver & 104 WB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Affordable Housing Only w/Mitigation PM Peak Hour 08/20/2020 Synchro 10 Report Page 10 Lane Group Ø1 Ø2 Ø4 Ø5 Total Split (%)10% 35% 28% 10% Maximum Green (s) 6.5 36.5 27.5 6.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lead-Lag Optimize? Vehicle Extension (s) 2.0 2.0 4.0 2.0 Recall Mode None C-Max None None Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary A11 Level of Service Calculations: Combined Full Build Conditions w/Mitigation Lanes, Volumes, Timings 40050 Providence Housing 1: Culver & Brookdale Park 2021 Combined Full Build w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)29 3 10 75 3 95 8 447 84 119 419 28 Future Volume (vph)29 3 10 75 3 95 8 447 84 119 419 28 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 0 25 0 100 0 Storage Lanes 0 0 0 1 1 0 1 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.967 0.850 0.976 0.990 Flt Protected 0.966 0.954 0.950 0.950 Satd. Flow (prot)0 1740 0 0 1777 1583 1770 3454 0 1770 3504 0 Flt Permitted 0.737 0.697 0.460 0.418 Satd. Flow (perm)0 1328 0 0 1298 1583 857 3454 0 779 3504 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)12 110 52 16 Link Speed (mph)30 30 35 30 Link Distance (ft)398 468 958 399 Travel Time (s)9.0 10.6 18.7 9.1 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 Adj. Flow (vph)34 3 12 87 3 110 9 520 98 138 487 33 Shared Lane Traffic (%) Lane Group Flow (vph) 0 49 0 0 90 110 9 618 0 138 520 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 1 2 1 2 Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft)20 100 20 100 20 20 100 20 100 Trailing Detector (ft)0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 20 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 94 Detector 2 Size(ft)6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 8 2 6 Lanes, Volumes, Timings 40050 Providence Housing 1: Culver & Brookdale Park 2021 Combined Full Build w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 8 8 8 2 2 6 6 Switch Phase Minimum Initial (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Split (s)25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 Total Split (s)25.0 25.0 25.0 25.0 25.0 45.0 45.0 45.0 45.0 Total Split (%)35.7% 35.7% 35.7% 35.7% 35.7% 64.3% 64.3% 64.3% 64.3% Maximum Green (s) 20.0 20.0 20.0 20.0 20.0 40.0 40.0 40.0 40.0 Yellow Time (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 Act Effct Green (s)8.7 8.7 8.7 16.1 16.1 16.1 16.1 Actuated g/C Ratio 0.30 0.30 0.30 0.55 0.55 0.55 0.55 v/c Ratio 0.12 0.23 0.20 0.02 0.32 0.32 0.27 Control Delay 10.1 13.0 4.6 5.4 5.8 9.0 5.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 10.1 13.0 4.6 5.4 5.8 9.0 5.8 LOS B B A A A A A Approach Delay 10.1 8.4 5.8 6.5 Approach LOS B A A A Intersection Summary Area Type:Other Cycle Length: 70 Actuated Cycle Length: 29.1 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.32 Intersection Signal Delay: 6.5 Intersection LOS: A Intersection Capacity Utilization 43.2%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: Culver & Brookdale Park Queues 40050 Providence Housing 1: Culver & Brookdale Park 2021 Combined Full Build w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 3 Lane Group EBT WBT WBR NBL NBT SBL SBT Lane Group Flow (vph) 49 90 110 9 618 138 520 v/c Ratio 0.12 0.23 0.20 0.02 0.32 0.32 0.27 Control Delay 10.1 13.0 4.6 5.4 5.8 9.0 5.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 10.1 13.0 4.6 5.4 5.8 9.0 5.8 Queue Length 50th (ft) 4 11 0 1 28 13 24 Queue Length 95th (ft) 24 43 24 5 58 44 51 Internal Link Dist (ft) 318 388 878 319 Turn Bay Length (ft)25 100 Base Capacity (vph) 925 901 1132 843 3399 766 3448 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.05 0.10 0.10 0.01 0.18 0.18 0.15 Intersection Summary Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Combined Full Build w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 139 1 174 0 0 0 0 456 103 247 423 0 Future Volume (vph) 139 1 174 0 0 0 0 456 103 247 423 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)225 200 0 0 0 0 85 0 Storage Lanes 1 1 0 0 0 0 1 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.972 Flt Protected 0.950 0.953 0.950 Satd. Flow (prot)1681 1686 1583 0 0 0 0 3440 0 1770 3539 0 Flt Permitted 0.950 0.953 0.274 Satd. Flow (perm)1681 1686 1583 0 0 0 0 3440 0 510 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)202 31 Link Speed (mph)40 40 35 35 Link Distance (ft)364 384 399 260 Travel Time (s)6.2 6.5 7.8 5.1 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 Adj. Flow (vph)162 1 202 0 0 0 0 530 120 287 492 0 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 81 82 202 0 0 0 0 650 0 287 492 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm NA pm+pt NA Protected Phases 4 4 2 1 3 1 3 6 Permitted Phases 4 1 3 6 Detector Phase 4 4 4 2 1 1 3 6 Switch Phase Minimum Initial (s) 6.0 6.0 6.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)25.0 25.0 25.0 30.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Combined Full Build w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 5 Lane Group Ø1 Ø3 Ø5 Ø6 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 3 5 6 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 10.0 4.0 7.0 Minimum Split (s)10.0 20.0 10.0 25.0 Total Split (s)10.0 25.0 10.0 30.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Combined Full Build w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.8% 27.8% 27.8%33.3% Maximum Green (s) 19.5 19.5 19.5 24.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.5 -2.5 -2.5 -2.5 Total Lost Time (s)3.0 3.0 3.0 3.0 Lead/Lag Lag Lag Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)15.5 15.5 15.5 35.8 64.4 68.0 Actuated g/C Ratio 0.17 0.17 0.17 0.40 0.72 0.76 v/c Ratio 0.28 0.28 0.46 0.47 0.39 0.18 Control Delay 33.3 33.3 8.0 22.2 7.2 0.7 Queue Delay 0.0 0.0 0.0 0.0 0.1 0.1 Total Delay 33.3 33.3 8.0 22.2 7.3 0.9 LOS C C A C A A Approach Delay 19.3 22.2 3.2 Approach LOS B C A Intersection Summary Area Type:Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 3 (3%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay: 13.4 Intersection LOS: B Intersection Capacity Utilization 48.6% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 4761: Culver & 104 EB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Combined Full Build w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 7 Lane Group Ø1 Ø3 Ø5 Ø6 Total Split (%)11% 28% 11% 33% Maximum Green (s) 4.5 19.5 4.5 24.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 4.0 2.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Queues 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Combined Full Build w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 8 Lane Group EBL EBT EBR NBT SBL SBT Lane Group Flow (vph) 81 82 202 650 287 492 v/c Ratio 0.28 0.28 0.46 0.47 0.39 0.18 Control Delay 33.3 33.3 8.0 22.2 7.2 0.7 Queue Delay 0.0 0.0 0.0 0.0 0.1 0.1 Total Delay 33.3 33.3 8.0 22.2 7.3 0.9 Queue Length 50th (ft) 43 43 0 133 32 5 Queue Length 95th (ft) 75 74 46 203 103 8 Internal Link Dist (ft)284 319 180 Turn Bay Length (ft) 225 200 85 Base Capacity (vph) 410 412 539 1385 739 2880 Starvation Cap Reductn 0 0 0 0 34 1260 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.20 0.20 0.37 0.47 0.41 0.30 Intersection Summary Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Combined Full Build w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 138 20 220 201 368 0 0 516 152 Future Volume (vph)0 0 0 138 20 220 201 368 0 0 516 152 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 200 350 85 0 0 0 Storage Lanes 0 0 1 1 1 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.850 0.966 Flt Protected 0.958 0.950 Satd. Flow (prot)0 0 0 0 3391 1583 1770 3539 0 0 3419 0 Flt Permitted 0.958 0.289 Satd. Flow (perm)0 0 0 0 3391 1583 538 3539 0 0 3419 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)239 43 Link Speed (mph)40 40 35 35 Link Distance (ft)338 396 260 1227 Travel Time (s)5.8 6.8 5.1 23.9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 0 0 150 22 239 218 400 0 0 561 165 Shared Lane Traffic (%) Lane Group Flow (vph)0 0 0 0 172 239 218 400 0 0 726 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 12 10 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm pm+pt NA NA Protected Phases 3 3 4 5 2 4 5 6 Permitted Phases 3 2 4 5 Detector Phase 3 3 3 5 2 4 5 6 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)25.0 25.0 25.0 30.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Combined Full Build w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 10 Lane Group Ø1 Ø2 Ø4 Ø5 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 2 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 7.0 6.0 4.0 Minimum Split (s)10.0 25.0 20.0 10.0 Total Split (s)10.0 30.0 25.0 10.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Combined Full Build w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 11 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.8% 27.8% 27.8%33.3% Maximum Green (s)19.5 19.5 19.5 24.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s)-2.5 -2.5 -2.5 Total Lost Time (s)3.0 3.0 3.0 Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s)4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) 16.8 16.8 61.5 62.1 38.4 Actuated g/C Ratio 0.19 0.19 0.68 0.69 0.43 v/c Ratio 0.27 0.49 0.30 0.16 0.49 Control Delay 31.5 7.7 9.3 1.2 20.6 Queue Delay 0.0 0.0 0.5 0.1 0.0 Total Delay 31.5 7.7 9.8 1.3 20.6 LOS C A A A C Approach Delay 17.6 4.3 20.6 Approach LOS B A C Intersection Summary Area Type:Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 3 (3%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay: 14.1 Intersection LOS: B Intersection Capacity Utilization 48.6% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 4762: Culver & 104 WB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Combined Full Build w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 12 Lane Group Ø1 Ø2 Ø4 Ø5 Total Split (%)11% 33% 28% 11% Maximum Green (s) 4.5 24.5 19.5 4.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lead-Lag Optimize? Vehicle Extension (s) 2.0 2.0 4.0 2.0 Recall Mode None C-Max None None Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Queues 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Combined Full Build w/Mitigation AM Peak Hour 08/20/2020 Synchro 10 Report Page 13 Lane Group WBT WBR NBL NBT SBT Lane Group Flow (vph) 172 239 218 400 726 v/c Ratio 0.27 0.49 0.30 0.16 0.49 Control Delay 31.5 7.7 9.3 1.2 20.6 Queue Delay 0.0 0.0 0.5 0.1 0.0 Total Delay 31.5 7.7 9.8 1.3 20.6 Queue Length 50th (ft) 44 0 18 6 140 Queue Length 95th (ft) 68 56 76 8 243 Internal Link Dist (ft) 316 180 1147 Turn Bay Length (ft)350 85 Base Capacity (vph) 828 567 720 2455 1484 Starvation Cap Reductn 0 0 220 1023 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.21 0.42 0.44 0.28 0.49 Intersection Summary Lanes, Volumes, Timings 40050 Providence Housing 1: Culver & Brookdale Park 2021 Combined Full Build w/Mitigation PM Peak Hour 08/20/2020 Synchro 10 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)40 4 15 101 4 122 20 740 100 123 688 76 Future Volume (vph)40 4 15 101 4 122 20 740 100 123 688 76 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 0 25 0 100 0 Storage Lanes 0 0 0 1 1 0 1 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.966 0.850 0.982 0.985 Flt Protected 0.967 0.954 0.950 0.950 Satd. Flow (prot)0 1740 0 0 1777 1583 1770 3476 0 1770 3486 0 Flt Permitted 0.729 0.690 0.352 0.314 Satd. Flow (perm)0 1312 0 0 1285 1583 656 3476 0 585 3486 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)15 126 35 28 Link Speed (mph)30 30 35 30 Link Distance (ft)393 384 968 389 Travel Time (s)8.9 8.7 18.9 8.8 Peak Hour Factor 0.97 1.00 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph)41 4 15 104 4 126 21 763 103 127 709 78 Shared Lane Traffic (%) Lane Group Flow (vph) 0 60 0 0 108 126 21 866 0 127 787 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 1 2 1 2 Detector Template Left Thru Left Thru Right Left Thru Left Thru Leading Detector (ft)20 100 20 100 20 20 100 20 100 Trailing Detector (ft)0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 20 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 94 Detector 2 Size(ft)6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 8 2 6 Lanes, Volumes, Timings 40050 Providence Housing 1: Culver & Brookdale Park 2021 Combined Full Build w/Mitigation PM Peak Hour 08/20/2020 Synchro 10 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 8 8 8 2 2 6 6 Switch Phase Minimum Initial (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Split (s)25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 Total Split (s)25.0 25.0 25.0 25.0 25.0 45.0 45.0 45.0 45.0 Total Split (%)35.7% 35.7% 35.7% 35.7% 35.7% 64.3% 64.3% 64.3% 64.3% Maximum Green (s) 20.0 20.0 20.0 20.0 20.0 40.0 40.0 40.0 40.0 Yellow Time (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 Act Effct Green (s)10.0 10.1 10.1 21.7 21.7 21.7 21.7 Actuated g/C Ratio 0.28 0.28 0.28 0.60 0.60 0.60 0.60 v/c Ratio 0.16 0.30 0.24 0.05 0.41 0.36 0.37 Control Delay 13.1 17.4 5.5 5.8 6.4 10.2 6.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 13.1 17.4 5.5 5.8 6.4 10.2 6.2 LOS B B A A A B A Approach Delay 13.1 11.0 6.4 6.7 Approach LOS B B A A Intersection Summary Area Type:Other Cycle Length: 70 Actuated Cycle Length: 36.1 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.41 Intersection Signal Delay: 7.2 Intersection LOS: A Intersection Capacity Utilization 53.0%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: Culver & Brookdale Park Queues 40050 Providence Housing 1: Culver & Brookdale Park 2021 Combined Full Build w/Mitigation PM Peak Hour 08/20/2020 Synchro 10 Report Page 3 Lane Group EBT WBT WBR NBL NBT SBL SBT Lane Group Flow (vph) 60 108 126 21 866 127 787 v/c Ratio 0.16 0.30 0.24 0.05 0.41 0.36 0.37 Control Delay 13.1 17.4 5.5 5.8 6.4 10.2 6.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 13.1 17.4 5.5 5.8 6.4 10.2 6.2 Queue Length 50th (ft) 7 17 0 2 49 14 44 Queue Length 95th (ft) 38 71 34 11 109 55 98 Internal Link Dist (ft) 313 304 888 309 Turn Bay Length (ft)25 100 Base Capacity (vph) 804 782 1012 605 3210 540 3218 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.07 0.14 0.12 0.03 0.27 0.24 0.24 Intersection Summary Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Combined Full Build w/Mitigation PM Peak Hour 08/20/2020 Synchro 10 Report Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 232 10 234 0 0 0 0 754 135 278 519 0 Future Volume (vph) 232 10 234 0 0 0 0 754 135 278 519 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)225 200 0 0 0 0 85 0 Storage Lanes 1 1 0 0 0 0 1 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.977 Flt Protected 0.950 0.956 0.950 Satd. Flow (prot)1681 1692 1583 0 0 0 0 3458 0 1770 3539 0 Flt Permitted 0.950 0.956 0.170 Satd. Flow (perm)1681 1692 1583 0 0 0 0 3458 0 317 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)244 18 Link Speed (mph)40 40 35 35 Link Distance (ft)851 384 389 260 Travel Time (s)14.5 6.5 7.6 5.1 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph)242 10 244 0 0 0 0 785 141 290 541 0 Shared Lane Traffic (%) 48% Lane Group Flow (vph) 126 126 244 0 0 0 0 926 0 290 541 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm NA pm+pt NA Protected Phases 4 4 2 1 3 1 3 6 Permitted Phases 4 1 3 6 Detector Phase 4 4 4 2 1 1 3 6 Switch Phase Minimum Initial (s) 6.0 6.0 6.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)33.0 33.0 33.0 42.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Combined Full Build w/Mitigation PM Peak Hour 08/20/2020 Synchro 10 Report Page 5 Lane Group Ø1 Ø3 Ø5 Ø6 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 3 5 6 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 10.0 4.0 7.0 Minimum Split (s)10.0 20.0 10.0 25.0 Total Split (s)12.0 33.0 12.0 42.0 Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Combined Full Build w/Mitigation PM Peak Hour 08/20/2020 Synchro 10 Report Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.5% 27.5% 27.5%35.0% Maximum Green (s) 27.5 27.5 27.5 36.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 5.5 5.5 Lead/Lag Lag Lag Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)21.2 21.2 21.2 49.1 78.9 85.5 Actuated g/C Ratio 0.18 0.18 0.18 0.41 0.66 0.71 v/c Ratio 0.42 0.42 0.51 0.65 0.53 0.21 Control Delay 46.9 46.9 8.7 33.4 19.4 0.5 Queue Delay 0.1 0.1 0.0 2.8 0.0 0.1 Total Delay 47.0 46.9 8.7 36.2 19.4 0.6 LOS D D A D B A Approach Delay 28.1 36.2 7.2 Approach LOS C D A Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 10 (8%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 23.7 Intersection LOS: C Intersection Capacity Utilization 61.0% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 4761: Culver & 104 EB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Combined Full Build w/Mitigation PM Peak Hour 08/20/2020 Synchro 10 Report Page 7 Lane Group Ø1 Ø3 Ø5 Ø6 Total Split (%)10% 28% 10% 35% Maximum Green (s) 6.5 27.5 6.5 36.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 4.0 2.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Queues 40050 Providence Housing 4761: Culver & 104 EB Frontage Rd 2021 Combined Full Build w/Mitigation PM Peak Hour 08/20/2020 Synchro 10 Report Page 8 Lane Group EBL EBT EBR NBT SBL SBT Lane Group Flow (vph) 126 126 244 926 290 541 v/c Ratio 0.42 0.42 0.51 0.65 0.53 0.21 Control Delay 46.9 46.9 8.7 33.4 19.4 0.5 Queue Delay 0.1 0.1 0.0 2.8 0.0 0.1 Total Delay 47.0 46.9 8.7 36.2 19.4 0.6 Queue Length 50th (ft) 91 91 0 307 107 3 Queue Length 95th (ft) 147 146 66 #447 252 3 Internal Link Dist (ft)771 309 180 Turn Bay Length (ft) 225 200 85 Base Capacity (vph) 385 387 550 1425 544 2779 Starvation Cap Reductn 0 0 0 371 0 1120 Spillback Cap Reductn 12 12 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.34 0.34 0.44 0.88 0.53 0.33 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Combined Full Build w/Mitigation PM Peak Hour 08/20/2020 Synchro 10 Report Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 124 15 328 259 729 0 0 668 157 Future Volume (vph)0 0 0 124 15 328 259 729 0 0 668 157 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 200 350 85 0 0 0 Storage Lanes 0 0 1 1 1 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.850 0.971 Flt Protected 0.957 0.950 Satd. Flow (prot)0 0 0 0 3387 1583 1770 3539 0 0 3437 0 Flt Permitted 0.957 0.222 Satd. Flow (perm)0 0 0 0 3387 1583 414 3539 0 0 3437 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)250 24 Link Speed (mph)40 40 35 35 Link Distance (ft)553 396 260 1227 Travel Time (s)9.4 6.8 5.1 23.9 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph)0 0 0 131 16 345 273 767 0 0 703 165 Shared Lane Traffic (%) Lane Group Flow (vph)0 0 0 0 147 345 273 767 0 0 868 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 12 10 Link Offset(ft)0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 1 1 1 1 Detector Template Leading Detector (ft) 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Split NA Perm pm+pt NA NA Protected Phases 3 3 4 5 2 4 5 6 Permitted Phases 3 2 4 5 Detector Phase 3 3 3 5 2 4 5 6 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 7.0 Minimum Split (s)20.0 20.0 20.0 25.0 Total Split (s)33.0 33.0 33.0 42.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Combined Full Build w/Mitigation PM Peak Hour 08/20/2020 Synchro 10 Report Page 10 Lane Group Ø1 Ø2 Ø4 Ø5 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases 1 2 4 5 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 7.0 6.0 4.0 Minimum Split (s)10.0 25.0 20.0 10.0 Total Split (s)12.0 42.0 33.0 12.0 Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Combined Full Build w/Mitigation PM Peak Hour 08/20/2020 Synchro 10 Report Page 11 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (%)27.5% 27.5% 27.5%35.0% Maximum Green (s)27.5 27.5 27.5 36.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s)2.0 2.0 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 Total Lost Time (s)5.5 5.5 5.5 Lead/Lag Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s)4.0 4.0 4.0 2.0 Recall Mode None None None C-Max Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) 18.8 18.8 82.6 83.7 51.2 Actuated g/C Ratio 0.16 0.16 0.69 0.70 0.43 v/c Ratio 0.28 0.75 0.41 0.31 0.59 Control Delay 44.1 23.9 18.7 2.3 30.4 Queue Delay 0.0 0.0 1.8 0.2 0.0 Total Delay 44.1 23.9 20.5 2.6 30.4 LOS D C C A C Approach Delay 29.9 7.3 30.4 Approach LOS C A C Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 10 (8%), Referenced to phase 2:NBT and 6:SBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 20.3 Intersection LOS: C Intersection Capacity Utilization 61.0% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 4762: Culver & 104 WB Frontage Rd Lanes, Volumes, Timings 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Combined Full Build w/Mitigation PM Peak Hour 08/20/2020 Synchro 10 Report Page 12 Lane Group Ø1 Ø2 Ø4 Ø5 Total Split (%)10% 35% 28% 10% Maximum Green (s) 6.5 36.5 27.5 6.5 Yellow Time (s)3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lag Lead Lead-Lag Optimize? Vehicle Extension (s) 2.0 2.0 4.0 2.0 Recall Mode None C-Max None None Walk Time (s)7.0 Flash Dont Walk (s)12.0 Pedestrian Calls (#/hr)0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Queues 40050 Providence Housing 4762: Culver & 104 WB Frontage Rd 2021 Combined Full Build w/Mitigation PM Peak Hour 08/20/2020 Synchro 10 Report Page 13 Lane Group WBT WBR NBL NBT SBT Lane Group Flow (vph) 147 345 273 767 868 v/c Ratio 0.28 0.75 0.41 0.31 0.59 Control Delay 44.1 23.9 18.7 2.3 30.4 Queue Delay 0.0 0.0 1.8 0.2 0.0 Total Delay 44.1 23.9 20.5 2.6 30.4 Queue Length 50th (ft) 53 67 64 12 260 Queue Length 95th (ft) 77 164 160 44 400 Internal Link Dist (ft) 316 180 1147 Turn Bay Length (ft)350 85 Base Capacity (vph) 776 555 666 2463 1480 Starvation Cap Reductn 0 0 245 898 0 Spillback Cap Reductn 42 0 0 0 25 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.20 0.62 0.65 0.49 0.60 Intersection Summary NATIONAL FIRM. STRONG LOCAL CONNECTIONS. ATTACHMENT B OPRHP LETTER OF NO EFFECT Sincerely, R. Daniel Mackay Deputy Commissioner for Historic Preservation Division for Historic Preservation Based upon this review, it is the opinion of OPRHP that no properties, including archaeological and/or historic resources, listed in or eligible for the New York State and National Registers of Historic Places will be impacted by this project. If further correspondence is required regarding this project, please be sure to refer to the OPRHP Project Review (PR) number noted above. Re: Thank you for requesting the comments of the Office of Parks, Recreation and Historic Preservation (OPRHP). We have reviewed the project in accordance with the New York State Historic Preservation Act of 1980 (Section 14.09 of the New York Parks, Recreation and Historic Preservation Law). These comments are those of the OPRHP and relate only to Historic/Cultural resources. They do not include potential environmental impacts to New York State Parkland that may be involved in or near your project. Such impacts must be considered as part of the environmental review of the project pursuant to the State Environmental Quality Review Act (New York Environmental Conservation Law Article 8) and its implementing regulations (6 NYCRR Part 617). September 18, 2020 Lindsey Russell Environmental Scientist Bergmann 280 E. Broad Street Suite 200 Rochester, NY 14604 AG/MKTS Providence Housing- Irondequoit Housing/Gas Station/Car Wash and Parking Construction Project 2590 Culver Rd (Tax ID: 92.10-3-2), Town of Irondequoit, Monroe County, NY 20PR05621 Dear Lindsey Russell: Division for Historic Preservation P.O. Box 189, Waterford, New York 12188-0189 parks.ny.gov ANDREW M. CUOMO Governor ERIK KULLESEID Commissioner NATIONAL FIRM. STRONG LOCAL CONNECTIONS. ATTACHMENT C WETLAND ASSESSMENT REPORT 280 East Broad Street, Suite 200 TEL: 585.232.5135 Rochester, NY 14604 www.bergmannpc.com MEMO To: Andrew Hart – Bergmann Associates From: Lindsey Russell – Bergmann Associates Date: September 2, 2020 Re: Providence Housing Project Preliminary Wetland Assessment Town of Irondequoit, New York Irondequoit Housing Project Preliminary Wetland Assessment On August 24, 2020, Lindsey Russell of Bergmann Associates conducted a preliminary wetland assessment for the proposed Providence Housing Project, located in the Town of Irondequoit, Monroe County, New York (refer to Figure 1, Site Location Map). The assessment included the project area within the proposed Area of Potential Effect (APE) (refer to Figure 2, Aerial Imagery Map). The purpose of the assessment was to preliminarily identify potential areas of wetlands or other aquatic resources that could be regulated by the U nited States (U.S.) Army Corps of Engineers (Corps) and/or the New York State Department of Environmental Conservation (NYSDEC) (refer to Figure 3, Preliminary Wetland Assessment Map). It is important to note that a formal wetland delineation was not conducted. The project area consists primarily of a former agricultural field surrounded by residential areas to the south, an additional former agricultural field to the east, New York State Route 104 to the north, and Culver Road to the west. The project area is mostly flat with steep slopes along the northern edge of the site. The project area is predominantly vegetated by annual rye (Secale cereal), nut flat sedge (Cyperus esculentus), and balsam poplar (Populus balsamifera) (refer to the Attachment A, Photo Log). One (1) potential wetland was observed near the center of the project area during the assessment and was primarily vegetated with nut flat sedge and balsam poplar. One (1) potential stream was observed north of the Limit of Disturbance (LOD) and located within an area where development is prohibited due to a sanitary sewer easement by Monroe County Pure Waters (refer to Figure 3). A formal delineation would need to be conducted to confirm if this is potentially jurisdictional. The NRCS Soil Survey Map for Monroe County, New York was reviewed to determine the soil types present within the project site (refer to Figure 4, NRCS Hydric Soils Survey Map). The following soil types are mapped on-site: • Alton gravelly sandy loam, 3-8% slopes (AnB) is rated 0% hydric; • Arkport, Dunkirk, and Colonie soils, 20-60% slopes, eroded (AtF3) is rated 0% hydric; and • Collamer silt loam, 0-2% slopes (ClA) is rated 0% hydric. Approximately 51.1% of the project site is within the farmland classification of “All Areas are Prime Farmland” (refer to Figure 5, NRCS Farmland Classification Map). The United States Fish & Wildlife Service National Wetlands Inventory (NWI) Map for Monroe County, New York was reviewed. No wetlands are mapped by NWI within the project area (refer to Figure 6, NWI Map). PAGE 2 / 2 NATIONAL FIRM. STRONG LOCAL CONNECTIONS. PRELIMINARY WETLAND ASSESSMENT – PROVIDENCE HOUSING PROJECT The NYSDEC Freshwater Wetlands (FWW) mapper was also reviewed. There are no NYSDEC regulated freshwater wetlands, regulated freshwater wetland 100- foot adjacent areas, or check zones mapped by the NYSDEC within the project area (refer to Figure 7, NYSDEC Wetlands Map). A formal wetland delineation would be required to verify the boundary of wetlands. A mapped NYSDEC Class C/ Standard C stream is located near the southeastern portion of the proposed project area (refer to Figure 8, NYSDEC Streams Map). This stream was identified as a potential intermittent (or ephemeral) stream that is not likely under the jurisdiction of the Corps. No additional potential streams or other linear waters of the U.S. were observed during the preliminary assessment based on the new rules and regulations defining Waters of the U.S. per Executive Order 13788. At this time, a NYSDEC Article 15 permit is not currently required for the mapped NYSDEC Class C stream. Likewise, a Corps Nationwide Permit is not currently required for non-jurisdictional stream features. Please follow current rules and regulations as legislation governing environmental features change regularly. Please note that the features identified during the preliminary site investigation are approximate and are not to be used in place of formally delineated boundaries. A formal wetland delineation would be required prior to design and permitting to determine the location of existing wetlands and other aquatic resources, as well as regulated NYSDEC Freshwater Wetland (FWW) adjacent areas. The U.S. Federal Emergency Management Agency (FEMA) Floodplain maps for Monroe County, New York were reviewed (Panel #36055C0208G). The proposed project area is located within Zone X, “Areas of Minimal Flood Hazard” (refer to Figure 9, FEMA Flood Hazard Map). According to the U.S. Fish & Wildlife Service (FWS) preliminary species list for the project area, no federa lly listed sensitive species are anticipated to occur at this location (refer to Attachment B, IPaC Official Species List). According to the NYSDEC, the project area is not located within mapped areas of concern for state listed sensitive species (refer to Figure 10, NYSDEC Environmental Resource Mapper). A desktop review of the New York State Cultural Resource Information System (CRIS) was also conducted. The CRIS mapper indicated that the project area is not within a mapped archeologically sensitive area and does not depict any historical resources on-site (refer to Figure 11, CRIS Historic Resources Mapper). A consultation would need to be submitted to the State Historic Preservation Office (SHPO) to confirm that no additional arc heological or historical surveys would be required for the project. 280 East Broad Street, Suite 200 TEL: 585.232.5135 Rochester, NY 14604 www.bergmannpc.com Figures Copyright:© 2013 National Geographic Society, i-cubed Town of Irondequoit, Monroe County, New York SITE LOCATION MAP ¹Fig . 1 2,000 Feet Legend Proposed Project Area Providence Housing Irondequoit Housing Project Town of Irondequoit, Monroe County, New York AERIAL IMAGERY MAP ¹Fig . 2 500 Feet Legend Proposed Project Area Providence Housing Irondequoit Housing Project Town of Irondequoit, Monroe County, New York WETLAND ASSESSMENT MAP ¹Fig . 3 300 Feet Legend Proposed Project Area Potential Wetland Stream (Off-site) Rochester Management Inc. (RMI) Irondequoit Senior Housing Apartments Limit of Disturbance (LOD) AtF3 ClA ClA AnB ClA ClA Town of Irondequoit, Monroe County, New York NRSC HYDRIC SOIL SURVEY MAP ¹Fig . 4 300 Feet Legend Proposed Project Area Hydric Soil Rating 0% Hydric Providence Housing Irondequoit Housing Project AtF3 ClA ClA AnB ClA ClA Town of Irondequoit, Monroe County, New York AGRICULTURAL SOILS MAP ¹Fig . 5 300 Feet Legend Proposed Project Area Farmland Classification All Areas are Prime Farmland Not Prime Farmland Providence Housing Irondequoit Housing Project Town of Irondequoit, Monroe County, New York NWI MAP ¹Fig . 6 300 Feet Legend Proposed Project Area NWI Classification Emergent Wetland Forested/ Shrub Wetland Riverine Providence Housing Irondequoit Housing Project PEM1E PFO1A R2UBHPEM1E PEM1E Town of Irondequoit, Monroe County, New York NYSDEC WETLANDS MAP ¹Fig . 7 1,250 Feet Legend Proposed Project Area NYSDEC Freshwater Wetlands NYSDEC 100 Foot Adjacent Area Providence Housing Irondequoit Housing Project RE-1 Town of Irondequoit, Monroe County, New York NYSDEC STREAMS MAP ¹Fig . 8 300 Feet Legend Proposed Project Area NYSDEC Streams Providence Housing Irondequoit Housing Project Class C/ Standard C Class C/ Standard C Town of Irondequoit, Monroe County, New York FEMA FLOOD HAZARD MAP ¹Fig . 9 500 Feet Legend Proposed Project Area Flood Hazard Zones Zone Type 1% Annual Chance Flood Hazard Regulatory Floodway Special Floodway Area of Undetermined Flood Hazard 0.2% Annual Chance Flood Hazard Future Conditions 1% Annual Chance Flood Hazard Area with Reduced Risk Due to Levee Providence Housing Irondequoit Housing Project PANEL 36055C0208G eff. 08/28/2008 NYSDEC ERM for 2590 Culver Road in the Town of Irondequoit, Monroe County, New York Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community September 2, 2020 0 0.15 0.30.07 mi 0 0.25 0.50.13 km 1:9,028 Not a legal document Author: Bergmann CRS rmttivaI nesoucce rnformatsnn Systwn rF [ca TI[ J -k HOME SUBMIT SEARCH) COMMUNICATE J Fleeter, l Dr • Meadow Cir Vinton Rd Broakdale Park R1-104 • Brower R k, N)), cool' Bk He6erle Rd Carisam Dr I My Profile I Contact Lis I FAQ I Help I Sign Ct rn 0 Kennedy C▪ H. • hi Rd if Est, —=RE, Gar:rnin, INCREMENT F, NCA,, USGS ©2020 New York State Office of Parks, Recreation S. Historic Preservation. All rights reserved. Version 1.2.3, December 4P6i, A. 280 East Broad Street, Suite 200 TEL: 585.232.5135 Rochester, NY 14604 www.bergmannpc.com Attachment A Photo Log Photograph 1: Access to project area via former Wambach Garden Center parking lot and northern boundary of project area (facing northeast). Photograph 2: Project area (facing east). Providence Housing Project Site Visit Photographs 08.24..2020 Photograph 3: Wetland vegetation (nut flat sedge and balsam poplars) near the center and eastern portion of the project area (facing east). Photograph 4: Wetland vegetation (nut flat sedge and balsam poplars) near the center and eastern portion of the project area (facing west). Providence Housing Project Site Visit Photographs 08.24..2020 Photograph 5: Potential NYSDEC Class C stream (facing northeast). Photograph 6: Stream and culvert outside of project area (facing northwest). Providence Housing Project Site Visit Photographs 08.24..2020 Photograph 7: Eastern side of building formerly Wambach Garden Center (facing west). Photograph 8: Northern side of building formerly Wambach Garden Center (facing southeast). Providence Housing Project Site Visit Photographs 08.24..2020 Photograph 9: Western side of building formerly Wambach Garden Center (facing east). Photograph 10: Southern side of building formerly Wambach Garden Center (facing northeast). Providence Housing Project Site Visit Photographs 08.24..2020 Photograph 11: Southern border of project area (facing south). Photograph 12: Eastern border of project area (facing east). Providence Housing Project Site Visit Photographs 08.24..2020 280 East Broad Street, Suite 200 TEL: 585.232.5135 Rochester, NY 14604 www.bergmannpc.com Attachment B IPaC Official Species List August 27, 2020 United States Department of the Interior FISH AND WILDLIFE SERVICE New York Ecological Services Field Office 3817 Luker Road Cortland, NY 13045-9385 Phone: (607) 753-9334 Fax: (607) 753-9699 http://www.fws.gov/northeast/nyfo/es/section7.htm In Reply Refer To: Consultation Code: 05E1NY00-2020-SLI-4211 Event Code: 05E1NY00-2020-E-12614 Project Name: Irondequoit Housing Project Subject:List of threatened and endangered species that may occur in your proposed project location, and/or may be affected by your proposed project To Whom It May Concern: The enclosed species list identifies threatened, endangered, proposed and candidate species, as well as proposed and final designated critical habitat, that may occur within the boundary of your proposed project and/or may be affected by your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (ESA) of 1973, as amended (16 U.S.C. 1531 et seq.). This list can also be used to determine whether listed species may be present for projects without federal agency involvement. New information based on updated surveys, changes in the abundance and distribution of species, changed habitat conditions, or other factors could change this list. Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed, listed, and candidate species and federally designated and proposed critical habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the ESA, the accuracy of this species list should be verified after 90 days. This verification can be completed formally or informally as desired. The Service recommends that verification be completed by visiting the ECOS-IPaC site at regular intervals during project planning and implementation for updates to species lists and information. An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list. If listed, proposed, or candidate species were identified as potentially occurring in the project area, coordination with our office is encouraged. Information on the steps involved with assessing potential impacts from projects can be found at: http:// www.fws.gov/northeast/nyfo/es/section7.htm Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require development of an eagle conservation plan (http://www.fws.gov/windenergy/ 08/27/2020 Event Code: 05E1NY00-2020-E-12614 2 ▪ eagle_guidance.html). Additionally, wind energy projects should follow the Services wind energy guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and bats. Guidance for minimizing impacts to migratory birds for projects including communications towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http:// www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/towers.htm; http:// www.towerkill.com; and http://www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/ comtow.html. We appreciate your concern for threatened and endangered species. The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the ESA. Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office. Attachment(s): Official Species List 08/27/2020 Event Code: 05E1NY00-2020-E-12614 1 Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the requirement for Federal agencies to "request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action". This species list is provided by: New York Ecological Services Field Office 3817 Luker Road Cortland, NY 13045-9385 (607) 753-9334 08/27/2020 Event Code: 05E1NY00-2020-E-12614 2 Project Summary Consultation Code:05E1NY00-2020-SLI-4211 Event Code:05E1NY00-2020-E-12614 Project Name:Irondequoit Housing Project Project Type:DEVELOPMENT Project Description:The project proposes a housing facility on approximately 12 acres near 2590 Culver Road in the Town of Irondequoit, Monroe County, New York. The site is not within an area designated as the location of Rare Plants and Rare Animals by the New York State Department of Environmental Conservation (NYSDEC) Environmental Resource Mappper (ERM). Project Location: Approximate location of the project can be viewed in Google Maps: https:// www.google.com/maps/place/43.194844597559836N77.55894284427166W Counties:Monroe, NY 08/27/2020 Event Code: 05E1NY00-2020-E-12614 3 1. Endangered Species Act Species There is a total of 0 threatened, endangered, or candidate species on this species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example, certain fish may appear on the species list because a project could affect downstream species. IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA Fisheries , as USFWS does not have the authority to speak on behalf of NOAA and the Department of Commerce. See the "Critical habitats" section below for those critical habitats that lie wholly or partially within your project area under this office's jurisdiction. Please contact the designated FWS office if you have questions. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S JURISDICTION. 1 Page 1 of 2 Agency Use Only [If applicable] Project: Date: Short Environmental Assessment Form Part 2 - Impact Assessment Part 2 is to be completed by the Lead Agency. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept “Have my responses been reasonable considering the scale and context of the proposed action?” No, or small impact may occur Moderate to large impact may occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2.Will the proposed action result in a change in the use or intensity of use of land? 3.Will the proposed action impair the character or quality of the existing community? 4.Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area (CEA)? 5.Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit, biking or walkway? 6.Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7.Will the proposed action impact existing: a. public / private water supplies? b. public / private wastewater treatment utilities? 8.Will the proposed action impair the character or quality of important historic, archaeological, architectural or aesthetic resources? 9.Will the proposed action result in an adverse change to natural resources (e.g., wetlands, waterbodies, groundwater, air quality, flora and fauna)? 10.Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? 11.Will the proposed action create a hazard to environmental resources or human health? Page 2 of 2 For every question in Part 2 that was answered “moderate to large impact may occur”, or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact, please complete Part 3. Part 3 should, in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting, probability of occurring, duration, irreversibility, geographic scope and magnitude. Also consider the potential for short- term, long-term and cumulative impacts. Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. _________________________________________________ _______________________________________________ Name of Lead Agency Date _________________________________________________ _______________________________________________ Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer _________________________________________________ _______________________________________________ Signature of Responsible Officer in Lead Agency Signature of Preparer (if different from Responsible Officer) Short Environmental Assessment Form Part 3 Determination of Significance Agency Use Only [If applicable] Project: Date: Rezoning Application 1 SEAF Part 3 SEQRA Part III Narrative 2590 & 2662 Culver Road Rezoning Application (Providence Housing) September 2020 The proposed action involves an amendment to the Zoning Map to change the zoning of a portion of one parcel (2590 Culver Road) and the entire remaining portion of the other contiguous parcel (2662 Culver Road), which currently zoned R-1 Residential. The proposed map amendment would change the portion of lands identified as proposed Lot 1 to R-5 Residential. This is an unlisted action under SEQRA. The lands involved in the proposed action are bounded by a primary north-south arterial roadway to the west (Culver Road), Route 104 Expressway to the north and residential streets to the south and east. Culver road is characterized by of mix of professional office, retail and residential in the immediate vicinity of the project area. In examining the potential impacts of re-zoning, the environmental review considers the zoning change within the context of the proposed development of multi-family housing, which is comprised of a new -unit, three story building on approximately 10.3 acres on the eastern portion of the lands proposed for rezoning. Additionally, this review considers potential redevelopment allowable under the revised zoning district to ensure that impacts associated with any future full build-out scenario are evaluated. In considering the potential impacts associated with the action, the following specific issues were addressed. Potential Impacts to Land Use and Community Character The requested zoning change will expand the type of development permitted in this geographic area and it would expand the potential physical build out possible on the subject parcels. The potential for increased intensity of land use was identified a potential moderate to large impact in Part 2 of the EAF. Under the proposed development project, the rezoning would allow the for the development of 96 units of multi-family housing, which would include 12 two-story residential buildings with 8 units each and related site improvements. Multi-family housing is a permitted use by right under the R-5 Residential zoning district. The intensity of land use associated with this scale of multi-family residential development is not expected to have a significant impact on the land use and community character. The proposed residential structures and related site amenities can be designed in a way that provides a buffer from existing and future residential development adjacent to the parcel. The proposed expansion of residential development types is also consistent with the Town’s Comprehensive Master Plan and the design guidelines associated with this zoning district. This is important since examining the potential impacts associated with a map amendment, the Town must determine compatibility with the Town’s Comprehensive Master Plan. The proposed expansion of multi-family housing aligns directly with several goals and recommendations outlined in the Comprehensive Master Plan. Rezoning Application 2 SEAF Part 3 • “Higher densities provide for a more interesting, pedestrian‐oriented community and enhance the Town’s fiscal revenues. They will be supported in residential, office and mixed‐use developments if such higher densities are consistent with the Master Plan.” (Page 3-10) • “The existing guidelines address the area’s unique conditions and were intended to: promote higher density residential and mixed-use development; improve pedestrian connectivity, streetscape appearance, and public spaces; encourage human scaled development and zero setback site designs; enhance the appearance of new and existing buildings; and encourage the adaptive reuse of older buildings possessing architectural or historic importance. The guidelines were utilized in the design and development of I‐Square.” (Page 3-20) • “Consider providing density bonuses for site assemblage and redevelopment to encourage conversion and reuse of vacant or under‐utilized properties, as such bonuses may help to recapture the costs associated with the process. Consider allowing density bonuses (increased buildouts) for good design, signage and landscaping in order to encourage reinvestment and new investment.” • “Support increases in development density if consistent with the Master Plan.” (page 3-10) • “Expand the current range of housing options (cost, size, type, density) to maintain healthy neighborhoods, increase property values and ensure high quality housing for all incomes.” (page 3-13) Given that the parcels being considered for rezoning are located on or near a major arterial and are contiguous to parcels featuring a mix of uses (e.g. residential and commercial), the potential adverse impacts community character and land associated with rezoning to R-5 are minimized . Impacts to neighboring existing properties can be mitigated through buffering techniques that would be identified during site plan review. Under any other development proposed on the rezoned parcels, the proposed design of any new or modified buildings and changes to site conditions or amenities would be subject to site plan approval by the Planning Board. In its review, the Planning Board would ensure compliance with the district regulations. The Zoning Board of Appeals review would be required if any relief from the requirements of the R-5 district regulations associated with any aspect of the building or site design. Additionally, any proposed expansion of development not previously addressed or considered through past Determinations of Significance would be subject to future environmental analysis. Potential Impact to Land The proposed development associated with rezoning application will result in alteration of existing land. According to the applicant’s revised EAF (dated 9/16/2020), approximately 9.3 acres of the 10.3+ parcel will be disturbed. However, that disturbance is based on the cut and fill required to ready the land for construction and does not equate to the amount of impervious surface. Based on the conceptual site plan submitted with the application, the site development will include a Rezoning Application 3 SEAF Part 3 significant amount of green space and landscaping, which helps improve the ratio pervious and impervious surface and minimize the impact on land. Additionally, the existing parcel was formerly The proposed development of the senior housing project would be also be required to prepare a Stormwater Pollution Prevention Plan (SWPPP), which would be monitored during and after construction to ensure compliance with New York State’s erosion control and stormwater management regulations. This further reduces the chance of there being any moderate to large impacts to land. During the site work phase of construction, the cut and fill required would generate truck traffic needed to transport fill to and/or from the site. Any adverse impacts associated with the site work during construction will be short-term and will cease when the construction is complete. Truck activity to and from the site, related to the construction, can be accommodated by the major arterial, which is designed to support truck traffic. Erosion control requirements associated with the SWPPP would minimize or eliminate any soil leaving the site and can be managed by the construction manager if needed. Any other proposed development that could occur under the new zoning designation would be present similar short-term construction related impacts. Mitigation and reduction of any potential large or moderate impacts could be handled through the site plan review process and compliance with Stormwater Pollution Prevention Plan regulations for any project with more than one acre of disturbance. Potential Impact to Water The EAF Part 1 did identify the location of a NYS regulated Class C stream near the proposed project site. However, the proposed action would not require a NYSDEC permit. There are no federally or state regulated wetlands. If required by NYSDEC, wetland delineation would be required to verify the boundary of wetlands. Potential Impacts to Traffic Under the proposed project, the total build-out, 96 multi-family residential units would be created. It should be noted that a separate re-zoning application was submitted for the remaining 2 + acre portion of the 2590 Culver Road, to allow for the development of a Quicklee’s gas station with convenience store and self serve car wash. Due to the proximity and timing of the applications, a joint traffic impact study was prepared and submitted to the Town and to Monroe County Department of Transportation (MCDOT for review and consideration. The traffic study was revised and updated to respond to updates requested by MCDOT. The Traffic Impact Study (TIS), prepared by SRF & Associates, examined the potential traffic impacts of three potential scenarios: 1. Quicklee’s site development only, 2. Affordable Housing development only, 3. Combined full build of both Quicklee’s and the Affordable Housing developments. Rezoning Application 4 SEAF Part 3 According to Table III in the revised study (October 2020), the projected site trips associated with the housing project is 69 entering and 29 exiting during the AM peak hour and 30 entering and 30 exiting during the PM peak hour. The Study showed that the southbound left turn lane on Culver Road at the site driveway is warranted to mitigate traffic impacts from the proposed project in all three development scenarios. The proposed anticipated increase in trip generation to the site does not rise to the level of potential moderate and/or large impacts based on the NYSDEC SEQRA guidelines. Since site plan reviews are conditioned on project’s receiving all other required permits, the proposed mitigation on Culver Road would be addressed through the MCDOT highway permitting process. Future redevelopment of the portion of property rezoned in R-5 would like gain access to the property from Culver Road, which is a County road. The Monroe County Department of Transportation (MCDOT) would be responsible for reviewing traffic impacts associated with any future development of currently undeveloped lands. During site plan review, the County would identify the mitigation measure(s) required before they would issue a permit for access to Culver Road. Additionally, the project site is located on a major public transit line and several neighborhood destinations are located within walking distance, which makes the expanded footprint easily accessible on foot and by bicycle. Under any other development scenario, the rezoning would allow for more building square footage and land uses than are currently located on the two parcels. However, those changes would be subject to site plan review and additional environmental review and analysis would be needed if large or moderate potential adverse impacts were identified and/or if the conditions and thresholds reviewed in connection with the current action are exceeded. Potential Impacts to Utilities and Energy Use Access to public water and sewer systems is available on site. Those existing systems can sufficiently support the demand associated with redevelopment that would be permitted under the new zoning designation and proposed development of senior housing. Potential Impacts to Community Resources The proposed development of residential housing and future redevelopment of remaining lands will result in an increase of residents and other development types within the area, the residential housing project proposes a mix of apartment types, including 32 one-bedroom, 40 two-bedroom and 24 three-bedroom. The number of units will not create a burden on the existing community resources required to serve the additional residents. Resolution No. 2020- __________ EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION APPROVING AN APPLICATION ON THE MATTER OF REZONING A PORTION 2590 AND 2662 CULVER ROAD (TAX ID NOS: 092.10-3-2 AND 092.10-3-1) FROM R-1 RESIDENTIAL TO R-5 RESIDENTIAL At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th day of October 2020, at 7:00 P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member _____________________offered the following resolution and moved its adoption: WHEREAS, Bergman Associates acting as agent for Providence Housing, has submitted an application for rezoning of a portion of land located at 2590 and 2662 Culver Road (Tax ID No’s: 092.10-3-2 & 092.10-3-1) from R-1 Residential to R-5 Residential (the “Application”), shown as Lot 1 on the attached plan, and WHEREAS, the Application was referred to the Town Planning Board and the Monroe County Planning Department for review and comment pursuant to the requirements of the Town of Irondequoit Code, New York Town Law and New York General Municipal Law; and WHEREAS, the Application was reviewed and discussed at the Town Planning Board meetings held on September 28, 2020, and the Town Planning Board issued a report on September 29, 2020 regarding rezoning to the Town Board recommending a Positive Referral; and WHEREAS, the Monroe County Department of Planning and Development issued comments on the Application, under referral #IR20006Z, dated August 18, 2020; and WHEREAS, a public hearing was held by the Town Board, pursuant to Section 235-99 of the Town of Irondequoit Code and Section 20 of the New York State Municipal Home Rule Law on September 15, 2020 at the Irondequoit Town Hall, 1280 Titus Avenue, in the Town of Irondequoit, New York, where public input was received and the public hearing was closed; and WHEREAS, pursuant to the New York State Environmental Quality Review Act and its implementing regulations, the rezoning was classified as an unlisted action, but the Town Board elected to conduct a coordinated review, and, by separate Town Board resolution of even date herewith, has issued a negative declaration. NOW, THEREFORE, BE IT RESOLVED, the Town Board has determined that the proposed rezoning of the portion of 2590 Culver Road to R-5 is consistent with and in furtherance of the goals and intent of the Town of Irondequoit Comprehensive Master Plan Update adopted by the Town Board in October 2014. AND, BE IT FURTHER RESOLVED, that the requested rezoning to R-5 is hereby___________. AND, BE IT FURTHER RESOLVED, that the Town Board hereby adopts said Local Law __ of 2020, amending the Official Zoning Map of the Town of Irondequoit to rezone the portion of 2590 and 2662 Culver Road (Tax ID Nos: 092.10-3-2 and 092.10-3-1) shown on the plan attached hereto as “Attachment A” and made a part hereof, from R-1 Residential to R-5 Residential, and the Town Clerk is hereby directed to enter said Local Law in the minutes of this meeting and in the Local Law Book of the Town of Irondequoit, and to give due notice of the adoption of said Local Law to the New York Secretary of State. This resolution shall take effect immediately upon its adoption. Seconded by the Town Board Member ______________________________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Freeman voting _______ Town Board Member Romeo voting _______ Town Supervisor Seeley voting _______ Attachment A Proposed Map for Rezoning (Lot 1) 2590 Culver Road Irondequoit, New York Wambach Property Project Manager: Designed By:Drawn By: Checked By: Date Issued:Scale: Project Number: Drawing Number: Note: Unauthorized alteration or addition to this drawing is a violation of the New York State Education Law Article 145, Section 7209. REVISIONS NO. DATE DESCRIPTION REV. CK'D of Copyright © Bergmann Associates, Architects, Engineers, Landscape Architects & Surveyors, D.P.C 1" = 60' 14079.00 06/30/2020 SM-01 A. HART A. MCNAMARA C. WOOD 1 1 www.bergmannpc.com 280 East Broad Street Suite 200 Rochester, NY 14604 office: 585.232.5135 fax: 585.232.4652 Bergmann Associates, Architects, Engineers, Landscape Architects & Surveyors, D.P.C. SUBDIVISION MAP WAMBACH PROPERTY Attachment A Proposed Map for Rezoning (Lot 1) 2590 Culver Road Irondequoit, New York Wambach Property Project Manager: Designed By:Drawn By: Checked By: Date Issued:Scale: Project Number: Drawing Number: Note: Unauthorized alteration or addition to this drawing is a violation of the New York State Education Law Article 145, Section 7209. REVISIONS NO. DATE DESCRIPTION REV. CK'D of Copyright © Bergmann Associates, Architects, Engineers, Landscape Architects & Surveyors, D.P.C 1" = 60' 14079.00 06/30/2020 SM-01 A. HART A. MCNAMARA C. WOOD 1 1 www.bergmannpc.com 280 East Broad Street Suite 200 Rochester, NY 14604 office: 585.232.5135 fax: 585.232.4652 Bergmann Associates, Architects, Engineers, Landscape Architects & Surveyors, D.P.C. SUBDIVISION MAP WAMBACH PROPERTY Resolution No. 2020- __________ EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD CALLING FOR A PUBLIC HEARING ON A PROPOSED LOCAL LAW TO AMEND TOWN CODE CHAPTER 235, ARTICLE IV, R-R, R-1, R-2 AND R-3 RESIDENTIAL DISTRICTS At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th day of October 2020 at 7:00 P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town WHEREAS, at a regular meeting of the Town Board, Town Board Member ______________ introduced a proposed local law regarding amendments to Irondequoit Town Code Chapter 235, Article IV, R-R, R-1, R-2 and R-3 Residential Districts, and the proposed local law is attached hereto as Exhibit A; and WHEREAS, pursuant to Municipal Home Rule § 20(5) no local law shall be passed by the Town Board until a public hearing is held. NOW, THEREFORE, BE IT RESOLVED, that the Town Board hereby schedules a public hearing on this matter on November 17, 2020 at 7:35 p.m. Seconded by the Town Board Member ____________________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Freeman voting _______ Town Board Member Romeo voting _______ Town Supervisor Seeley voting _______ Attachment A Local Law No.___ of 2020 To Amend Article Chapter 235 Article IV of the Town of Irondequoit Town Code Be it enacted by the Town Board of the Town of Irondequoit as follows: Section 1. Chapter 235, Article IV shall be deleted in its entirety and replaced with: Proposed Edits Town Code Chapter 235, Article IV Article IV R-R, R-1, R-2 and R-3 Residential Districts § 235-8 Permitted and Conditional Uses. A. Permitted uses. In R-R, R-1, R-2 and R-3 Residential Districts, the following uses are permitted: (1) Single-family dwellings. (2) Churches or similar places of worship, parish houses, convents, rectories or parsonages. (3) Private, nonprofit, elementary or secondary schools accredited by the New York State Department of Education, public hospitals, public libraries and municipal and special district buildings, provided that no such buildings shall be located within 50 feet of any adjoining lot line. (4) Fire stations without club facilities. (5) Public parks, playgrounds and trails, and similar public recreational areas. (6) Farms, greenhouses, plant nurseries and riding stables lawfully existing on the effective date of this chapter, provided that: (a) No new building or structure shall be constructed nor existing buildings or structures enlarged, converted or moved in which horses or other farm animals are kept, unless such building is at least 100 feet from any lot line. (b) No storage of manure or other odor- or dust-producing substance shall be permitted within 100 feet of any lot line. (7) Home occupations. (a) "Home occupation" is defined for the purpose of this section as any activity involving the sale, manufacture or provision of goods and/or services for monetary gain. The home occupation must be incidental and subordinate to the use of the premises as a residential dwelling unit. The home occupation cannot require exterior alteration of the property that changes the residential character of the home or otherwise negatively affect the residential character of the neighborhood. (b) Home occupations shall include: general office, business, and professional services (e.g., computer services, doctors, counselors, bookkeeping, etc.); studios/work spaces for crafts, fine arts, cooking, etc.; direct sales product distribution; and individual or small group instruction (e.g. music lessons, etc.) (c) Home occupations shall not include the following: retail sales; firewood sales; firearms sales; medical or nursing home facilities; funeral home; restaurant; motel, hotel, rooming house, kennels, animal hospital, mortuary; personal services (e.g. spa, piercing, tattoo, hairdresser); welding; large appliance repair; storage facility; repair, storage and/or painting of motorized vehicles or boats; place of amusement; dance, aerobic exercise, martial art studio; and any use similar to the above. (d) The following limits and restrictions apply to permitted home occupations: 1. Not more than 25% of the total gross floor area of the primary dwelling unit may be used for a home occupation. 2. All home occupations shall be conducted wholly within the primary dwelling unit exclusive of any accessory structures. 3. Outside storage and/or display of goods is prohibited. Interior display and/or storage of goods shall not be visible from the outside of the residence. 4. No more than one employee in addition to the resident(s) of the dwelling unit. 5. No home occupation shall require trash and recyclables pickup in excess of that required normally in single-family dwelling residential areas. 6. No signage related to the home occupation shall be displayed on the property 7. The use of noxious, combustible, corrosive, flammable, explosive, radioactive or other materials that would endanger the health and safety of the occupants and the surrounding residents is prohibited. The use shall not produce offensive noise, odors, vibrations, smoke, fumes, heat, or dust detectable to normal sensory perception beyond the premises. (e) Application and approval required. 1. Owners of home occupations shall submit a completed home occupation application form, with applicable fee, to the Director of Community Development for approval. If the resident is not the property owner, the application must include written and signed permission from the property owner. 2. Home occupation approval ceases at the time the property is sold. 3. If the application is denied, the owner of a home occupation may appeal the decision of the Director of Community Development to the Zoning Board of Appeals. B. Conditional uses. (1) In the R-R, R-1, R-2 and R-3 Residential Districts, the following uses are permitted only if a Special Use Permit is granted by the Town Board: (a) Offices and facilities associated with a non-profit organization; (b) Child care center and group child care facilities; (c) “Tiny House;” and (d) One additional in-law dwelling unit, attached or detached, subject to the bulk regulations provided in 235-9, 235-10 and 235-11. (2) Review and Approval Required (a) Application. An application for special use permit shall be submitted to the Town’s Department of Community Development and include the required form(s) and supporting document(s) set forth by that department. (b) Town Board Review. The Town Board must adopt a resolution acknowledging receipt of the complete application for special use permit. At that time, the public hearing date will be set, and the application will be referred to the Planning Board and any other required agency(ies) for comment on the proposed use. (c) Public Hearing and Decision. Once the public hearing has been conducted and closed, the Board may render its decision. (d) Projects Requiring Site Plan Approval. Application to the Planning Board for site plan approval will be required for any proposed use that involves the creation of an additional in-law dwelling unit (accessory apartment or detached accessory structure), the construction or installation of a new principal structure, and/or any development classified as an Unlisted or a Type I action under the State Environmental Quality Review Act (SEQRA), in accordance with Article XV of this chapter. For proposed tiny house, the Planning Board’s discretion to establish required setbacks during site plan review. and/or the Town Engineer. § 235-9 Maximum Height. A. A single-family dwelling unit shall not exceed the height of a two-story residential building measured from the mean grade at the front setback, not to exceed 30 feet in height as defined in Article II. Permitted non-residential buildings, as defined in § 235-8 A. (2), (3) and (4), shall not exceed 65 feet in height. § 235-10 Lot coverage. A. The area of the principal and accessory buildings on any lot measured horizontally shall not exceed 25% of the area of such lot. § 235-11 Lot and bulk requirements. A. Minimum Lot Size. Any new lot created in these districts shall have the following minimum dimensions: Zoning District Lot Width Minimum Lot Depth Minimum Lot Area R-1, R-2, R-3 80 120 9600 R-R 150 300 45,000 B. Front Yard Setback (1) In R-1, R-2 and R-3 Districts, minimum front yard shall be at least 30 feet and no more than 40 feet. (a) For structures that meet the minimum front yard requirements, front and rear building entrance platforms (e.g. porches, decks and stoops) and protective coverings (e.g. awning, porticos, porch roof, etc.) may project into the required front yard setback if the size of the platform or covering is less than 60 square feet and less than six (6) feet in depth. Attached platforms must maintain a 20-foot setback to front lot line. (b) For structures that do not meet the minimum front yard setback requirements, entry platforms and coverings may be up to 20 square feet and four (4) feet in depth. (2) In the R-R District, the minimum front setback shall be at least 50 feet and no more than 75 feet. (3) The front yard depth of lots located on the inside part of a curve shall be measured from the nearest point of the arc establishing the front line of the lot to the front wall of the main building. (4) In the case of a building on a through lot, the minimum front yard depth shall be required on both streets for principal and accessory structures, except for boundary fencing. Proposed boundary fencing on a through lot may be administratively reviewed and approved by the Director of Community Development As part of the administrative review, the Director will consider unique natural and physical features of the lot and potential impacts to site distance, view sheds and neighborhood character. Front yard fence regulations outlined in 235-69 shall apply to the yard that provides the lot’s primary access to the street. (5) In the case of a corner lot, the minimum front yard setback for principal and accessory structures shall apply to all yards adjacent to a street. Accessory structures must comply with the provisions outlined in 235-13. C. Side Yard Setback. The principal building or structure must maintain a minimum side yard setback equal to 10 percent of the width of the lot, with a minimum of five (5) feet. In the R-1, R-2 and R-3 Districts the minimum required side setback is capped at 15 feet, and in the R-R Districts the minimum required side setback is capped at 25 feet. (1) Side yard setback exception. Detached accessory structures, which shall meet setbacks set forth in § 235-13. D. Rear Yard. In the R-1, R-2 and R-3 Districts, there shall be a minimum depth of 30 feet between the rear lot line and the principal structure. In the R-R Districts, the minimum rear yard depth shall be 50 feet. Decks attached to the primary structure shall maintain a minimum setback of 20 feet from the lot line in R-R, R-1, R-2, and R-3. § 235-12 Minimum building size. A. No residential building shall contain a floor area and a ground floor area of less than the following: Zoning District Minimum Total Floor Area Minimum Ground Floor Area 1-Story Dwelling 1.5 and 2-story Dwelling R-R 1300 1300 700 R-1 1100 1100 600 R-2 900 900 550 R-3 750 750 500 B. In determining such area, the measurements shall be made along the exterior of the main foundation walls of the building and shall only include conditioned interior space. Attached garages, three-season rooms, porches, breezeways or similar are excluded from the calculation. 235-13 Accessory structures A. Accessory structures and uses are permitted only in connection with a principal use lawfully existing and in compliance with all applicable requirements of this section and/or this chapter. B. Accessory structures and uses shall include, but are not necessarily limited to, the following: private garages, sheds and storage structures greater than 30 square feet, pergolas, gazebos, private swimming pools, decks, children's playhouses, tennis courts, animal shelters greater than 16 square feet, and other such structures or uses as may be similar in area, extent and purpose. C. Accessory structures and uses shall meet all of the following requirements: (1) Detached accessory structures and uses shall not be located within the front yard. (2) Corner lots. Detached accessory structures installed or constructed on a corner lot shall be located behind the front building line of the principal structure as measured from either street. (3) Side and Rear Setbacks. Detached accessory structures and uses, excluding private garages, shall be located no closer than four feet to rear or side property lines and no closer than six feet to the principal building. (4) Height. Detached accessory structures, excluding private garages, shall not be higher than the principal structure or 12 feet, whichever is less. Bulk requirements for private garages is provided in 235-13D. (5) Accessory structures attached to the principal structure or within six feet of the principal structure, excluding attached decks, shall be considered to be an integral part thereof, and the front, side, and rear setback requirements for of the applicable district shall apply. (6) Accessory structures and uses shall be included in the calculation of lot coverage. (7) Storage structures larger than 200 square feet in floor area shall comply with the regulations set forth in 235-13D. D. Private Garages. The following regulations apply to private garages: (1) Maximum height and ground square footage for private garages. (a) In R-1, R-2 and R-3 Districts, the height of any private garage(s) on premises shall not exceed the height of the principal structure or 12 feet, whichever is less. The total ground square footage of the private garage shall not exceed the total floor square footage of the primary structure. Total maximum ground flood square footage shall be 900 square feet and maximum frontage width shall be 30 feet. (b) In R-R Districts, the height of any private garage(s) on premises shall not exceed the height of the principal structure or 15 feet, whichever is less. The total ground square footage of the private garage shall not exceed the total floor square footage of the primary structure. Maximum ground flood square footage shall be 1500 square feet and maximum frontage width shall be 30 feet. (2) Detached garage setbacks. (a) In R-1, R-2 and R-3 Districts, a detached private garage requires a setback of four foot to the rear and side lines of the lot and a setback of eight feet from the residence. 1. On a corner lot, the detached garage requires a 30-foot setback to the side street line. For lots less than 70 feet in width, the detached garage requires a minimum setback of 15 feet from the street side lot line. (b) In R-R Districts, a detached private garage shall not be located nearer than 15 feet to the rear or side lines of the lot, nor closer than 25 feet from any building used for residential purposes. If erected on a corner lot, the detached garage shall not be located nearer than 50 feet to the side street line. On through lots in R-R Districts, such garages shall be located no closer than 50 feet to either street or right-of-way line. (3) No business, occupation, service or residence shall be permitted or conducted in a private garage. An attached garage may provide living quarters on the second floor, but not create a second dwelling unit. (4) Vehicle repairs or maintenance conducted in a private garage must be performed by the resident(s) of the property and only on vehicle(s) owned or leased by the resident(s) of the premises by a resident of the premises. Section 3. Chapter 235, Article II shall be amended to reflect the following changes in definitions, with strike through denoting deletions and underline denoting additions: ACCESSORY STRUCTURE A subordinate structure, detached from but located on the same lot as the principal structure, the use of which is customarily incidental and accessory to that of the principal structure. Said structure shall be subordinate and/or lesser in area, extent and purpose to the principal structure or principal use served and shall meet all applicable requirements of § 235-13.1 regarding accessory structures. BUILDING HEIGHT The vertical distance measured from the average elevation of the proposed finish grade at the front of the building to a point midway between the highest and lowest points of the roof, excepting chimneys, spires, towers, elevator penthouses, signs, tanks and similar projections which may be permitted or authorized by this chapter. FRONTAGE That side of a lot abutting on a street or right-of-way and ordinarily regarded as the front of the lot, but it shall not be considered as the ordinary side line of a corner lot. HEIGHT, BUILDING The vertical distance, measured from the average elevation of the proposed finish grade at the front of the building, to: • the to the highest point of the roof for flat roofs; • to the deckline for mansard roofs; and • to the average height between eaves and the ridge for gable, hip and gambrel roofs. Chimneys, spires, towers, elevator penthouses, signs, tanks and similar projections that may be permitted or authorized under applicable regulations of this chapter. RESIDENTIAL BUILDING, ONE-STORY A residential building on one level or floor, not including basement or cellar, that has at least the minimum ceiling height as set forth in the NYS Residential Code, currently or as amended. having a vertical distance between floor and ceiling of not less than seven feet, eight inches on one level or floor, not including basement or cellar, the measurement of such vertical distance being made along the studs forming each of the exterior walls. RESIDENTIAL BUILDING, ONE-AND-ONE-HALF-STORY A residential building with the first story having the minimum height required of a one-story residential building and the upper level having a vertical distance between floor and ceiling of not less than seven feet nor more than nine feet, and a vertical distance of not less than three feet, six inches along the studs forming the exterior walls. RESIDENTIAL BUILDING, TWO-STORY A two-story residential building with the first story having the minimum height required of a one-story residential building and the upper story having a vertical distance between floor and ceiling of not less than seven feet nor more than nine feet, and the vertical distance along the studs forming each of the exterior walls of the upper story being not less than five feet. TINY HOUSE A residential structure that meets the definition set forth in the NYS Residential Code, currently or as amended. YARD, FRONT A yard extending along the full width of a front lot line between side lot lines and from the front line to the front building line in depth. Front entrance platforms with or without steps and protective hoods over entrance doors may project into the minimum front yard setback requirement. Temporary ramps may project into the minimum front yard setback requirement. The size of the platform or hood shall not exceed 32 square feet. For properties which do not meet the minimum front setback requirements, the entry platform shall not exceed 16 square feet. Section 4. Severability. If any clause, sentence, paragraph, section or article of this Local Law shall be adjudged by any court of competent jurisdiction to be invalid, such determination shall not affect, impair or invalidate the remainder thereof, but shall be confined in its operation to the clause, sentence, paragraph, section or article thereof directly involved in the proceeding in which such adjudication shall have been rendered. Section 5. This Local Law shall take effect when it is filed in the Office of the New York State Secretary of State in accordance with Section 27 of the Municipal Home Rule Law. Resolution No. 2020 - EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION AUTHORIZING THE CALLING OF A PUBLIC HEARING CONCERNING THE 2021 PRELIMINARY BUDGET At a regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th day of October 2020 at 7:00 P.M. local time; there were PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorneys for the Town Town Board Member______________________offered the following resolution and moved its adoption: WHEREAS, a Tentative Budget for 2021 was presented to the Town Board; and WHEREAS, the Town Board held a series of workshops to discuss and review the Tentative Budget and to propose changes, if necessary; and WHEREAS, the proposed changes from the workshops were incorporated into the Preliminary Budget; and WHEREAS, pursuant to Town Law Section 108, the Town Board shall hold a public hearing on the preliminary budget showing such changes, alterations and revisions as shall have been made by the Town Board. NOW, THEREFORE, BE IT RESOLVED, that the Town Board hereby schedules a public hearing on the 2021 Preliminary Budget on November 12, 2020 at 7:35 p.m.; and BE IT FURTHER RESOLVED, that the Town Clerk shall publish notice of the public hearing at least once in the official newspaper of the Town at least five days before the date of the public hearing, and such notice shall state the time when and the place where the public hearing will be held, the purpose thereof, and that a copy of the 2021 Preliminary Budget is available at the office of the Town Clerk where it may be inspected by any interested person during office hours. Such notice shall also specify the proposed salaries of each member of the Town Board and shall be posted on the signboard of the Town not later than five days before the day designated for such hearing. This resolution shall take effect immediately upon its adoption. Seconded by Town Board Member __________________________and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Romeo voting _______ Town Board Member Freeman voting _______ Town Supervisor Seeley voting _______ Resolution No. 2020 - EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION AUTHORIZING THE PURCHASE OF ONE (1) 2021 DODGE CHARGER POLICE INTERCEPTOR ALL WHEEL DRIVE VEHICLE At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th day of October 2020 at 7:00 P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member______________________offered the following resolution and moved its adoption: WHEREAS, it is necessary for the Police Department to purchase one (1) new 202 1 Dodge Charger Police Interceptor All Wheel Drive vehicle (the “Vehicle”); and WHEREAS, the Town is authorized to make purchases through the New York State Office of General Services pursuant to Irondequoit Town Code 51-5(B)(3) and New York State General Municipal Law §104; and WHEREAS, the Police Department would like to utilize New York State Office of General Services Mini-Bid 5566 to purchase one (1) new 2021 Dodge Charger Police Interceptor All Wheel Drive vehicle; and WHEREAS, Lithia Motors, doing business as Carbone Chrysler Dodge Jeep Ram, 5017 Commercial Drive, Yorkville, New York, has been awarded the New York State Office of General Services Mini-Bid 5566; and WHEREAS, the estimated cost to purchase one (1) new 2021 Dodge Charger Police Interceptor All Wheel Drive Vehicle is $30,166.00; and WHEREAS, funding for this purchase is available in Police Vehicles account 001.3120.2155. NOW, THEREFORE, BE IT RESOLVED, that the Town Board approves the purchase of one (1) new 2021 Dodge Charger Police Interceptor All Wheel Drive Vehicle from Lithia Motors, doing business as Carbone Chrysler Dodge Jeep Ram, 5017 Commercial Drive, Yorkville, New York, New York in the amount of $30,166.00; and AND BE IT FURTHER RESOLVED, that the Town Board authorizes the Town Supervisor to execute any and all documents related to this purchase. This resolution shall take effect immediately upon its adoption. Seconded by Town Board Member __________________________and duly put to vote, which resulted as follows: Town Board Member Wehner voting_________________ Town Board Member Perticone voting_________________ Town Board Member Romeo voting_________________ Town Board Member Freeman voting_________________ Town Supervisor Seeley voting_________________ Hon 'ie Specific call for offers from: 1379 OGS Solicitation 23165 V ehtr_ieslClass 1_9 5566 (1) Dodge Charger AWD PPV - Town Of Irondequoit Award phase Settings Participants Schedule Pricing she ets Questionnaires Question & Answer (L`TC-05:00) E astern T!m E COS S Canada) Offers/Applications Compare & Select Offer phase (7) Evaivation (7) Awarding (0) Vehicles Built to Specifications Pricing Sheet Offer Model Year• Make,. M od el & trim Level— total it imber of Vehicles— Err& 5rszn2D Etr,n. e.r Rank 1°b Model S _ ^r NYS Price tc To,aI Number of T otal Pric e Iv: Mini- _, Leve Vehicle Veh,cl_s 2021 D odge Charger PPV $30,166 [ 1L .,r Ev aluation 2 ;i.bert Gree n Au to & Trunk 2021 DODGE CHARGER $30,271 26 In c PCLCE 3 _;Le nese s..;.1fy Ftg;gyE 2021 DO DGE CHARGER $30,335 POLICE 4 Nye aotomot,v e Gro uo 2021 Do dge Cha rge r Po lice $30 ,355 5 Ma in M otorcar 2021 DODGE CHARGER 530,472 .73 POLICE 3 PALLS DODGE INC dbd 2021 Dodge Charger $30,777 07 I0 CeCCOtUIS r:M RYSLFF COMF LEK 7 Royer of M orristown LLC 2021 Dodge Charger $30,970,15 Internal award justification No comments Purchase order 530,271.2E Evaluation $30,335 Evaluation $30,385 Evalu ation 530,47173 E valu ation $30,777.07 Eval uatio n $30,970.15 Evaluation 0 ❑ Edit award justification This mfo nnation is required to be entere d by all Authorized User of the NYS Vehicle Marketplace Departments an d agende c MUST prov ide a screeoshot of this 'Awarding' page info rmatio n +wen reque sting a State ID from OGS Fleet Mana gement or NYS DOT. Please enter the purchase order or ether ordering document informatio n or if no purchase orde r was made by dicking on " Edlt purchase order" be low. Exports f�Q„�r1ar iy Inform Allow to Awarding r _ t ricuometrIe !Natio, m v4 5-1011 0, Pa a times (o rs`. Serva l :nit:15 loao:109 prerenoer:124 fotal:140 e4ar s(0 load:195latency: 35. C100.176 40 106 - 4) Nego metrix rlark I•le uma rn Published Solicit ations Solicitations Contracts Documents My Profile Com pa ny Contact gro ups Templates Company administrato r: Mark Ne umann 5353017094 rrnsumanor piror ei euit.oro Need help using N eg om etrix3? Visit our support page ? Help Carbone Chrysler Dodge Jeep Ram 5017 COMMERCIAL DR YORKVILLE, NY 134951105 Configuration Preview Date Printed: 2020-09-29 10:22 AM VIN: Quantity: Estimated Ship Date: VON: Status: FAN 1: FAN 2: Client Code: Bid Number: TB1104 Ship to: PO Number: Carbone Chrysler Dodge Jeep Ram (27014) 5017 COMMERCIAL DR YORKVILLE, NY 134951105 Sold to: Carbone Chrysler Dodge Jeep Ram (27014) 5017 COMMERCIAL DR YORKVILLE, NY 134951105 Vehicle: Model: Package: Paint/Seat/Trim: Options: Non Equipment: Bid Number: Discounts: Destination Fees: Order Type: Scheduling Priority: Sales Code LDEE48 28A ERB DFT PX8 APA 'C8 -X9 CW6 LNF LNX GUK AYE TBH 4DH AHM 4ES LBG MAF TYL GXF 5N6 4FM 4FT 132 4EA 4FA TB1104 YGF Fleet 1 -Sold Order 2021 CHARGER POLICE AWD (LDEE48) Description CHARGER POLICE AWD Customer Preferred Package 28A 3.6L V6 24V VVT Engine 8-Spd Auto 850RE Trans (Make) Pitch Black Clear Coat Monotone Paint HD Cloth Bucket & Rear Bench Seats Black Deactivate Rear Doors/Windows Black Left Spot Lamp LED Spot Lamps Power Heated Mirrors w/Man F/Away Patrol Package Base Prep Full Spare Tire Relocation Bracket Prepaid Holdback Convenience Group I Delivery Allowance Credit Front Reading/Map Lamps Fleet Purchase Incentive 245/55R18 BSW Performance Tires ll Entire Fleet Alike Key (FREG 1.) I V C tU 'Q-% G4i110i/to f `etL( S Easy Order. Fleet Option Editor Fleet Sales Order Zone 32 -New York Sold Vehicle Special Bid -Ineligible For Incentive Government Incentives 8 Additional Gallons of Gas Nk — vsclUvci 1 BA - Pending order 00EE1 NY Regional Special Bid PSP Month/Week: Build Priority: Total Price: MSRP(USD) 37,855 0 0 0 0 0 0 0 75 210 150 60 2,000 145 0 480 0 75 0 180 140 0 0 0 0 0 0 0 0 1.495 47 ASS. 99 .)e - rtt e --c, 30, I lob Note: This Is not an invoice. The prices and equipment shown on this priced order confirmation are tentative and subject to change or correction without prior notice. No claims against the content listed or prices quoted will be accepted. Refer to the vehicle invoice for final vehicle content and pricing. Orders are accepted only when the vehicle is shipped by the factory. Page 1 of 2 Standard Features - LEI EE4S CHARGER POLI m AW D.- _ - Descriptio n Code JKW 12V Ce nter Console Po wer Outlet JCC 160 MPH Primary Speedome ter DJL 175MM Fro nt Axle NLQ 18.5 Gallon Fuel Tank WEG 18X7. 5 Steel Whe els BAJ 220 A mp Alternator DR4 230MM Rear Axle DM M 3. 07 Rear Axle Ratio ERB 3.6L VS 24V VVT Engine NZG 300 HP Power Rating NAS 50 State Emissions R CG 6 Speakers RFJ 7.0" Tou ch Screen Display DFT 8-Spd Auto 850RE Trans (Ma ke) BCF 800 A mp Mainten ance Free Batte ry GAP A co ustic Front Door G lass GA K Acoustic Windshield CBD Active He ad Re straints DKB Active T/Case w/Frt Axle Disconnect CO3 A dv anced Multistage Front Air Bags HAD Alr Cond'ing w/Dual Zone Temp Cntrl JMA Air Filtering BNP All Speed Traction Contro l MSX All Whee l Drive Ba dge R FP Apple CarPlay LMG Auto matic Headlamps DHD AutoSlick (R) Automatic Tra nsmission CHK Base Headliner Module LM C Bi-Function Haloge n Proiec tor I-I/Lamp M,FA Black Headla mp Bez els XSB Black Interior Accents CKJ -' �i Black Vin Flo or Covering 7t-0ktNi4i tri , M NK Bo dy Color Door Handles LEP Body Color Exterior Mirrors MRC Bodyc olor Lower B odysid e Cladding X8X Brake & Knuckle Part s Module BG E Brake Assist XSL Brake/P ark Interlock MT1 Bright Charger Badge WM H Bright Hub Caps XJM _ ' C apless Fuel Fill w/o Discriminator CKM Cargo Compartment Dress -Up CG 6 Center Rear 3 -P oint S eat Belt Report Gene ra te d On Septe mber 29, 2020 10:24 AM P ag e 1 of 4 F7rdiems.kdl' `ld0LI 0 45. 1P " 'S V21). Co de Desc ription CF4 Child Seat Upper Tether Anchorage s LPA CHMSL Lamp CV8 Column Moun t Automatic Shift Lever JFA Compass Gau ge OS8 Con ven tional Differe ntial Rear Axle LAT Custom Defined Colo r D isplay Monito r X82 Door Parts Module JJB Dual No te Electric Ho rns NER Dual Rear Ex haust SBL Electric Power Steerin g BNS Elec tronic Roll Mitigation BNB Electro nic Stability Co ntrol XAX Engine Hour M eter XXW Engine M ount He at Shield NHA Engin e Oil Cooler CFW Fixed Re ar Sea t G Front & Rear Solar Contro l Glass LC K Front Dome Lamp X8W Fro nt Fa scias Parts Module- CG D Front Height Adjus t Sho ulder Belts LAX Front Passenger Seat Belt A lert X89 Front. Suspension Damper Parts Mo dule X84 Front Suspension Parts Module TBW Full Size Spare lire MCH Gloss Black Fascia Applique MA E Gloss Bl1C G rille -Gloss Blk Xha irs LBC Glove Box Lam TZA RF5 JLP Goodyear Brand Tires Goggle Android Auto GPS An tenna Input Z1 F GVW Rating - 5500# `C8 SDB HD Cloth Bucke t & Rear Be nch Seats Heavy D uty Suspension BNG Hill Start Assist BPT Hydraulic Assist Brake Booster JKK Inside Emergency Trunk Lid Release JAA Instrument Panel X81 Instrument Pan el Parts Module RTF Integrated Center Stack Radio XRB Int egrated Voice Command w/Blu eto oth RDL Integrated Window Antenna SCV Leath er Wrapped St eering Wh eel LM5 _,LE D Daytime Running Lamps R epo rt Genera ted On September 29, 2020 10:24 AM Page 2 of 4 11dard F atutes = Ldp 9.0 R F? X91 • Des cription Load Levelin g and Height Control 9dia Hu b (2 USB, Aux } Mini Floo r Console Monoto ne Paint No Radio Amplifier Non Adjustable Pedals O utside Te mp Display P225/60R18 BSW Performance Tires ParkSen se Rear Pa rk Assist Syste m ParkView Rea r Back-up Ca mera Passenger Assist Handles Police ABS 4 -Wheel Hd Disc Brakes Police Group Po wer 6 -Way Driv er Seal. o we r Acc esso ry Delay Po wer M irrors wlMa nua l Folda Powe r Tra in Pa rts Mo dule y Power Tru nil id Release Pushbutton Sta rt Front Windows, 1-Touch,Up & Down R134A A/C Refngeran Rain Brake Support Ready Alert Braking Rear Door Child Protection Loc Rea r Fasc ias Parts M odule Re ar Suspension Damper Parts Mo dule X85 Rear Suspension Pa rts Module GNA GFA LH L GXD Rear View Day/Night Mirro r Rear Win dow Defroster Remappable Steering Wheel Butto ns Remote Proximity Keyless Entry AXR Secure Park GXX XDK Sentry Key Theft Deterrent System Severe Duty Engine Cooling GAM Solar Control Glass AHV S a1 Service Grou NHM Speed Contr ol JPH Speed SensifvePower Locks LNQ Sp ot Lamp Wiring Prep . RDZ Steerin Wheel Mounted Audio Ctrls GNC Sun Visors wliltum Va nity Mirrors CJ2 Supp. Side Curtain FrtfRr Air Bags CJ1 Suppl emental Frt Se at Side Air Bays age 3 0 Report G enerated On Se ptembe r 29, 2020 10:24 AM Standard Features - LDE 48 -CHAR ER POUCE AWD Code SUE XBN x88 Tilt/Limited Telescope Steering Col lip Stan Tire & Wheel Parts Module XGM LDC Tire Pressure Monitoring_Display Trunk Lamp Uconnect 4 with r Display ❑escrIption UAG RF7 JHA, CKL USE Host Flip Var Intermittent Windshield Wipers Vinyl Trunk Liner & Cover Report Generated On September 29, 2020 10:24 AM Page 4 of 4 Resolution No. 2020 - EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD ADOPTING AN ORDER CALLING A PUBLIC HEARING FOR THE PURPOSE OF EXTENDING THE CONSOLIDATED SEWER DISTRICT TO HOMES ALONG BAY SHORE BOULEVARD At a regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th Day of October, 2020 at 7:00 P.M. local time there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney to the Town Town Board Member ___________________ offered the following resolution and moved its adoption: WHEREAS, due to the severely increased high-water level of Lake Ontario in recent years, New York State has formed the Lake Ontario Resiliency and Economic Development Initiative (“REDI”) to increase the resiliency of municipalities to flooding and other high-water events; and WHEREAS, approximately 30 single-family homes located on Bay Shore Boulevard on the western short of Irondequoit Bay (the “Bay Shore Homes”) currently depend on septic systems which are known to fail or become submerged during times of high lake levels; and WHEREAS, the Town wishes to improve the resiliency of these homes by extending sewer service to them (the “Project”), which will require an extension of the Consolidated Sewer District to encompass these homes (the “District Extension”); and WHEREAS, the Town has retained Labella Associates to provide architectural, engineering, and environmental services with respect to the Project; and WHEREAS, pursuant to Resolution 2020-172, adopted on July 14, 2020, the Town Board authorized, subject to permissive referendum, the preparation of a general map, plans, and report regarding the District Extension; and WHEREAS, the Town Clerk posted the Notice of Adoption of the aforesaid Resolution Subject to Permissive Referendum, dated July 14, 2020, and caused the same to be published on the Town website and to be published in the Town newspaper; and WHEREAS, the time for filing a petition for permissive referendum has expired and no such petition has been filed; and WHEREAS, previously hereto, a map, plan and report have been prepared by Labella Associates for the proposed District Extension, which Labella has since revised; and WHEREAS, the revised map, plan and report complies in all respects with Town Law Section 209-c, and said revised map, plan and report are now on file for public review in the office of the Town Clerk; and WHEREAS, the proposed District Extension shall be bounded and described as depicted in Attachment A hereto, which is sufficient to identify the lands included within the District Extension as in a deed of conveyance; and WHEREAS, the improvements proposed to be provided with the District Extension include the installation of approximately 2,000 linear feet of sewer line and approximately 3,000 linear feet of laterals along portions of Bay Shore Blvd (the “Improvements”); and WHEREAS, the maximum amount to be expended for the improvements is $1,873,000, the estimated cost of hook-up fees to the Consolidated Sewer District plus the cost of the District Extension to the typical property will be $1,194.22 for the first year and $332.06 , and does not differ between one or two family homes, and WHEREAS, the Improvements will be financed with $1,779,350 in grant funding from the REDI initiative and $ 93,650 in funding from the Town (the “Town Contribution”), to be financed by the property owners; and WHEREAS, pursuant to Resolution 2020-149, adopted on May 19, 2020, the Town Board, as Lead Agency for the Project for purposes of the State Environmental Quality Review Act (“SEQRA”) determined that the Project is an Unlisted Action under SEQRA and adopted a Negative Declaration for the Project, determining that the Project will not result in a significant adverse environmental impacts; and WHEREAS, the Town Board previously called a public hearing to consider the District Extension, but has determined to rescheduled the public hearing to allow for consideration of the revisions to the map, plan and report. NOW, THEREFORE, IT IS ORDERED, that a public hearing will be held at the Irondequoit Town Hall, 1280 Titus Avenue, on November 17, 2020 at 7:36 p.m., to consider the District Extension as described herein, and to hear all interested persons concerning the same, and for such other action on the part of the Town Board as may either be required by law or deemed to be within the discretionary authority of the Town Board and in the best interests of the Town. AND, THEREFORE, IT IS FURTHER ORDERED, that the Town Clerk publish at least once in the official newspaper of the Town, and post on the sign board of the Town, and post on the Town website, a copy of this Order, the first posting of which shall be not less than ten (10) nor more than twenty (20) days before the date of the public hearing. AND, THEREFORE, IT IS FURTHER ORDERED, that the Town Clerk shall, as contemplated by Town Law § 209-d(2), fill a certified copy of this Order with the Comptroller of the State of New York on or about the date of publication of a copy of this Order. This resolution shall take effect immediately. Seconded by Town Board Member ____________________and duly put to vote, which resulted as follows: Town Board Member Wehner voting_________________ Town Board Member Perticone voting_________________ Town Board Member Freeman voting_________________ Town Board Member Romeo voting_________________ Town Supervisor Seeley voting_________________ Attachment A (Description of the Bounds of District Extension) R i v e r R i v e r D e n s m o r e E a s t ma n La k e Du r a n d Lake C r e e k I r o n d e q u o i t C r e e k G i l l e t t eP o n d S h e r r yS w a m pJ o h n s o n P o n d D e v i l ' s C o v e Fish Island Held Island Inspiration Point B i g M a s s a u g C o v e Stony Point Point Pleasant Lookout Point Snider Island G e n e s e e T r o u tL a k e Irondequoit Bay Rt 5 9 0 Rt 104 Culver Titus Ridge St P a u l Norton Kings Lis t Empire Lake S h o r e Wi n t o n Hu d s o n Rt 104 Service Zo o Po r t l a n d Eaton Tho m a s Barry Cli n t o n Taf t He l e n d a l e Falstaff Hoffm a n Seneca Go o d m a n Pa r d e e Co o p e r Dix War i n g Mil l e r Vin a l Wa s h i n g t o n Brett Wahl Cla r k Spencer Ka n e Laurelton Westchester Dunn Orland Bay Colebrook Harwick Long Acre Bro w n Ca r t e r Riv e r Mt A i r y Sh e l f o r d Scholfield Oa k v i e w Pinegrove Park Kn a p p Wh i p p l e Echo Bay S h o r e Ba y V i e w Daley Lake Bo u c k h a r t Hurstbourne Pattonwood Simpson Wyndale Sag a m o r e Winfield Russell Baker Cro s s f i e l d Aft o n Seville Be n n e t t Garford Rogers East Heberle Wis n e r Rawlinson Elli n w o o d Brower Tarrington Tryon Gray Walzford Whitlock Clifford Filon Grand Dake Ma l l a r d Nile Lar k s p u r Sta n t o n Belmeade Traver Shore Bro o k v i e w Lafa y e t t e Latta Me r c h a n t s Coolidge Brandon Liberty St J o s e p h Wa l z e r Ba y F r o n t Kin i r y Lake F r o n t Avondale Ne w p o r t Navarre Seneca Park Fieldwood Impala Val l e y Hil l v i e w Pe r r i n Rocket No r r a n Melville Turpin Oneida Foxhall Pinecrest Somershire Oa k r i d g e Rock B e a c h Vinton Bir c h H i l l s Colebourne De n s m o r e Vin e d a l e Versailles Wyndham Paxton Do z i e r Rif l e R a n g e Mary Coronado Or c h a r d P a r k Ransford Pemberton Burwell Buell Ca r o l Pe a r t Seymour Dierdre Farmington Leland Rau Pe t t e n Willowen Angelus Hoover Belcoda Map l e w o o d Ba i r d Wi l l o w C r e e k Corley Aragon Dalkeith Brookdale Lynn No r i d g e Kearney Ch a r i n g Edg e r t o n Glen Haven Thorndyke An d r e a Vay o Teakwood Lake L e a De e r f i e l d Ferris Fo r e s t Chapin Drake All w o o d Thorn c l i f f e Do r i s Biltmore Yorkshire Sto n e h e n g e Wild m e r e Le Gran Cinnabar Parsells Upland Su n s e t P o i n t Suellen Parkv i e w Van Voorhis Ed g e l a n d Stutso n Catalpa Quay Lake Breeze Co r n w a l l Queens Co n i f e r Beac h Wa l n u t Bellehu r s t Hedgegarth Thornton Pin e V a l l e y Tw i l i g h t Montclair Leg i o n a i r e Harvington Mas t e r Mohawk Baycrest Cu r t i c e Dickinson FairleaWinona Heberton Gilbert Nester Bristol Oa k Bria r Joy Salem Sc o t c h Wa l d o Zuber Ma r i n a Sc h u m Vermont Est e s De l t a Joh n a r t h Hillhurst Fleetwood Flo r a c k Parr Smyles Se w i l o H i l l s Ro s e m o n t Pomeroy Hu n t i n g t o n H i l l s Nob H i l l St An n s Totem Joh n J a y Muskoka Lake Bluff Timrod Ch a d w e l l Be a c o n v i e w Parkside Ka r l a n Sp a r t a n Ma y f a i r Mu i r w o o d s Se t h l a n d Au r a m a r Ma y v i l l e Chestnut Hill Binnacle Bu r l e y Lyd i a Thatcher Cra n b r o o k e Tam a r a c k Wimbledon Ho r s e s h o e Bra n c h Denise Sy d e n h a m Pa r k e r Charlton No r t h a v e n BurtBle a c k e r Shelmont Cove Se a f o r d Kle i n An c h o r Impe r i a l Se a V i e w Reliance Wh i t e t a i l Duran d Owaissa Hun t Sachem Michelle Abington Alha m b r a We s t g a t e Belview Upton Ce c e l i a Viewcrest Covington Tw i n Ma r b u r g e r Kings Gate Cu l v e r t o n Hil l C o u r t Kil m a r Brambury Oakbend Bir c h Fairview Case Manor Ke n t o n Suburba Sh e f f i e l d Yarker Carlsam San Rose As t r o n a u t Th u r l o w Chelse a Tuli p t r e e North Peaceful Woolacott Boxart Tyr i n g h a m Medley C e n t r e Resolute Spruce Traymore Su n f l o w e r Holde n Ba y K n o l l Pollar d Florenton Old North Hill Ma r c o Rainbo w Sp r i n g V a l l e y Rid g e l a w n Ra v i n e Char w o o d Clearbro o k Seneca Manor Ton e Flagstaff St Jo h n s Ve n i c e Ga n a d o Ha r b o r H i l l Hartland Bay V i l l a g e Lor r a i n e Couchman Ken n e d y Mooring Line Alcazar Villa Nova Arl i n g t o n Steger High Point Pa r k G r o v e Wa k e f i e l d Viroqua Bursen Barberry Tiernan Rudman Ka l y n a Thendara Portsi d e Se c r e t C o v e Win o n a Pe a r t Wimbledon Rt 104 Pa r k Laurelton Rt 104 Service Lak e Rt 5 9 0 Laf a y e t t e Pe a r t Cinnabar Se n e c a Queens Riv e r Lake Sh o r e Ba y F r o n t Zo o Dunn Legend Roads Water Consolidated Sewer Parcels 0 1 20.5 Miles µ Consolidated Sewer District Resolution No. 2020 - ________ EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION AUTHORIZING THE SUPERVISOR TO ENTER INTO AN INTERMUNICIPAL AGREEMENT WITH WEST IRONDEQUOIT CENTRAL SCHOOL DISTRICT At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th day of October, 2020 at 7:00 P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member______________________offered the following resolution and moved its adoption: WHEREAS, the Town owns and maintains a variety of equipment, facilities, grounds and public infrastructure; and WHEREAS, the Town repairs and maintains said equipment, facilities, grounds, and infrastructure by use of Town manpower, machinery, and expertise: and WHEREAS, the Town has the available manpower, machinery, and expertise to provide services to the West Irondequoit Central School District (the “District”) for the repair and maintenance of District equipment and infrastructure; and WHEREAS, pursuant to a Town Board resolution adopted on September 12, 2017, the Town and the West Irondequoit Central School District entered into an Intermunicipal Agreement for three years from September 21, 2017 through September 21, 2020; and WHEREAS, the District is desirous of renewing this agreement for an additional three years allowing contracting with the Town to repair and maintain District equipment, infrastructure, facilities, and grounds on an as-needed basis, including but not limited to: 1. The repair, maintenance, resurfacing, sweeping, and reconstruction of parking lots, travel lanes, and drive lanes involving no substantial changes to the existing facility; and 2. The extension, repair, and maintenance of utilities and their related infrastructure; and 3. The inspection, repair, and servicing of equipment and vehicles; and 4. The management and maintenance of facilities and grounds including the mowing of fields, trimming of trees, and grounds management. (the “Cooperative Services”); and WHEREAS, the Town Board determines that the Cooperative Services are all Type II actions pursuant to 6 NYCRR § 617.5(c)(1) (maintenance or repair involving no substantial changes in an existing structure or facility); (6) (maintenance of existing landscaping or natural growth); and (11) (extension of utility distribution facilities, including gas, electric, telephone, cable, water and sewer connections to render service in approved subdivisions or in connection with any action on this list) and therefore no further review is needed pursuant to the New York State Environmental Quality Review Act (6 NYCRR § 617.5(a)); and WHEREAS, Article 5-G, Section 119-o of the General Municipal Law specifically authorizes municipal corporations and school districts/fire districts to enter into intermunicipal cooperative agreements. NOW THEREFORE BE IT RESOLVED, that the Town Board authorizes the Supervisor to enter into a renewed intermunicipal agreement with the West Irondequoit Central School District to perform the Cooperative Services in such form as approved by the Attorney for the Town and substantially as annexed hereto as Exhibit A. This resolution shall take effect immediately upon its adoption. Seconded by Town Board Member __________________________and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Romeo voting _______ Town Board Member Freeman voting _______ Town Supervisor Seeley voting _______ INTERMUNICIPAL AGREEMENT FOR VARIOUS SERVICES INCLUDING PAVING THIS AGREEMENT, made and entered into this day of September, 2020, between the TOWN OF IRONDEQUOIT, a municipal corporation, having its offices at 1280 Titus Avenue, Rochester, New York 14617 (the "Town") and the West Irondequoit Central School District having offices at 321 List Avenue (the "District"). WITNESSETH: WHEREAS, the Town owns and maintains a variety of equipment, facilities, grounds and public infrastructure; and WHEREAS, the Town repairs and maintains said equipment, facilities, grounds, and infrastructure by use of Town manpower, machinery, and expertise; and WHEREAS, the Town has the available manpower, machinery, and expertise to provide services to the District for the repair and maintenance of District equipment and infrastructure; and WHEREAS, the District is desirous of contracting with the Town for the purpose of obtaining such services; and WHEREAS, Article 5-G, Section 119-0 of the General Municipal Law specifically authorizes municipal corporations, school districts and fire districts to enter into intermunicipal cooperative agreements. NOW, THEREFORE, in consideration of the mutual covenants and promises contained herein, the District and the Town agree as follows: 1. Scope of Services: The Town hereby agrees to provide services to repair and maintain District equipment, infrastructure, facilities, and grounds on an as -needed basis, including but not limited to: a. The repair, maintenance, resurfacing, sweeping, and reconstruction of parking lots, travel lanes, and drive lanes involving no substantial changes to the existing facility; and b. The extension, repair, and maintenance of utilities and their related infrastructure; and c. The inspection, repair, and servicing of equipment and vehicles; and d. The management and maintenance of facilities and grounds including the mowing of fields, trimming of trees, and grounds management. 6117694_1 2. Payment for Services: The District hereby agrees to pay the Town for all of its expenses incurred in performing the services hereunder, including but not limited to the pro -rata cost of the Town employees' fringe labor rate, equipment fees and equipment rates, flat fees and/or tipping fees customarily charged by the Town for any of the services contemplated hereunder, and other costs and changes. The District shall pay the Town within thirty (30) days from the date the Town delivers an invoice for any work performed under this Agreement. The Commissioner of Public Works/Superintendent of the Highways will work directly with the Assistant Superintendent for Finance at the District with regard to the scheduling, budgeting, and performance of all work under this contract. 3. Term: This Agreement shall commence on the day it is fully executed by both parties and end three (3) years thereafter. 4. Insurance: Both the Town and the District do hereby agree to obtain and thereafter continue to keep in full force and effect as part of its general liability insurance, public liability insurance relative to this Agreement during all phases of the performance of the various provisions of work to be performed herein. 5. Indemnification: Pursuant to N.Y. Gen. Mun. Law § 119-o(3)(b), the District shall be liable and responsible to the Town for any loss of or damage to equipment employed in provision of the services or use of supplies upon provision of such services under this Agreement. The District further agrees to indemnify, defend and hold the Town harmless from and against all liabilities, losses, causes of action, damages, expenses, claims, suits and actions ("Claim") related to the District's and/or the District's representatives, employees, and invitees, and/or the general public's use of the area(s) benefited by this Agreement, except to the extent that any such Claim is caused by the negligence or misconduct of the Town. 6. Authority for Execution on Behalf of the Town: The Supervisor has executed this Agreement pursuant to a resolution adopted by the Town Board of the Town of Irondequoit, at a meeting held on October 20, 2020, David Seeley, Supervisor, whose signature appears hereafter, is duly authorized and empowered to execute this instrument and enter into such an agreement on behalf of the Town. This instrument may be executed in duplicate. 7. Authority for Execution on Behalf of the District: The District has executed this Agreement pursuant to a resolution adopted by the Board of Education at a meeting held on September 3, 2020. Dr. Aaron Johnson, Superintendent of Schools, whose signature appears hereafter, is duly authorized and empowered to execute this instrument and enter into such an agreement on behalf of the District. This instrument may be executed in duplicate. 8. Notices: Any and all notices and payments required hereunder shall be addressed as follows, or to such other address as may hereafter be designated in writing by either party hereto: To the Town: Commissioner of Public Works 2629 East Ridge Road Rochester, New York 14622 6117694_1 To the District: Assistant Superintendent for Finance 321 List Avenue Rochester, NY 14617 9. Waiver: No waiver of any breach of any condition of the Agreement shall be binding unless in writing and signed by the party waiving said breach. No such waiver shall in any way affect any other term or condition of this Agreement or constitute a cause or excuse for a repetition of such or any other breach unless the waiver shall include the same. 10. Modification: This Agreement constitutes the complete understanding of the parties. No modification of any provisions thereof shall be valid unless in writing and signed by both parties. IN WITNESS WHEREOF, the undersigned have caused this Agreement to be executed as of the dates set forth in the respective acknowledgements below, to be effective for all purposes, however, as of the date first above set forth. TOWN OF IRONDEQUOIT West Irondequoit Central School District By: Name: Title: Date: By: Name: Title: Date: 6117694_1 Resolution No. 2020-_____________ EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION TO DECLARE CERTAIN EQUIPMENT AS SURPLUS PROPERTY At a regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th day of October, 2020, at 7:00 P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member ___________ offered the following resolution and moved its adoption: WHEREAS, the Department of Public Works along with other Departments in the Town of Irondequoit uses certain equipment to perform services for the Town, and from time to time such equipment needs to either be replaced or is no longer needed; and WHEREAS, each piece of equipment listed on the attached Addendum “A” is several years old and no longer used by the Town; and WHEREAS, the Town intends to auction the Equipment at the online municipal auction to occur in November 2020. NOW THEREFORE BE IT RESOLVED, that the Town Board hereby declares said equipment (serial numbers set forth in Addendum “A,” which is attached hereto and made a part hereof) as surplus and authorizes the Town Supervisor to execute and deliver such documentation as necessary to auction said Equipment at the next appropriate municipal equipment auction. This resolution shall take effect immediately upon its adoption. Seconded by Town Board Member _____________________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Romeo voting _______ Town Board Member Freeman voting _______ Town Supervisor Seeley voting _______ Addendum “A” Year Fleet # Description KVS# Parks 1988 Victory 75’ x 14’ Mobile Home BLG411 Resolution No. 2020- EXTRACTION OF MINUTES OF MEETING OF TOWN BOARD ADOPTING A RESOLUTION AUTHORIZING THE TOWN BOARD OF THE TOWN OF IRONDEQUOIT TO ACCEPT A GIFT OF VARIOUS ANTIQUE PIECES OF FARRIER EQUIPMENT At a regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on October 20, 2020 at 7:00 p.m.; there were: PRESENT: David A. Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board member _______________ offered the following resolution and moved its adoption: WHEREAS, The Town of Irondequoit had obtained and relocated a blacksmith shop dating back to the early 1800’s and placed it on the west lawn of town hall grounds next to the Pioneer House; and WHEREAS, The blacksmith shop and Pioneer House are open to the public for viewing during the Farmer’s Market and Sunday band concert series. Scheduled visits are possible as well for school districts for educational field trips and other groups upon request; and WHEREAS, The Town of Irondequoit would like to receive donated items of historical value to display in the blacksmith shop and Pioneer House along with periodical displays in the library for the enjoyment and education of residents; and WHEREAS, The Town of Irondequoit Department of Public Works received notification that a member of the public had historical items for donation; and WHEREAS, Mr. Donald Newcomb is a resident of Greece who, in connection with his profession as a blacksmith receives antique farrier items from time to time, and who in turn donates them to various historical locations, and he has no contractual relationships existing or pending with the Town of Irondequoit; and WHEREAS, there is no cost to the Town of Irondequoit for these pieces of antique farrier equipment believed to be from the time period of 1880 through 1930; and WHEREAS, Mr. Donald Newcomb values the donation of various pieces of antique farrier equipment at $250; and WHEREAS, New York State Town Law §64(8) provides, among the powers of a Town Board, the authority to accept gifts of personal property for public use. NOW THEREFORE BE IT RESOLVED, that the Town Board hereby accepts the gift of antique farrier equipment from Donald Newcomb with a donation value of approximately $250. This resolution shall take effect immediately upon its adoption. Seconded by Town Board member _________________and duly put to vote, which resulted as follows: Town Board Member Wehner voting _________________ Town Board Member Perticone voting__________________ Town Board Member Freeman voting__________________ Town Board Member Romeo voting__________________ Town Supervisor Seeley voting__________________ 8506203_1 Resolution No. 2020 - ________ EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION FOR THE AWARD OF A BID FOR WHEEL ALIGNMENT SYSTEM At a regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th day of October, 2020 at 7:00 P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member______________________offered the following resolution and moved its adoption: WHEREAS, The Department of Public Works desires to obtain a wheel alignment system to balance the wheels of numerous pieces of equipment used by DPW (the “Purchase”); and WHEREAS, the Town of Irondequoit issued an Invitation to Bid and caused the Notice to Bid for the Purchase to be published in the Irondequoit Post on October 1, 2020, and published the Invitation to Bid on the Town website in compliance with General Municipal Law § 103 and Chapter 51 of the Irondequoit Town Code, requesting bids for a 2020 or newer Wheel Alignment System (Town Bid No. 2020-12), in order to compute the best value to the Town; and WHEREAS, sealed bids were received and publicly opened and read on October 9, 2020; and WHEREAS, the lowest responsible bidder was IEH Auto Parts LLC dba Auto Plus Auto Parts in the amount of $23,635.00; and WHEREAS, funding for this expense will be available in account #342.5130.2125 (Equipment CIP); and NOW THEREFORE BE IT RESOLVED, that the Town Board awards the bid for the Wheel Alignment System to IEH Auto Parts LLC dba Auto Plus Auto Parts in the amount of $23,635.00. AND, BE IT FURTHER RESOLVED THAT, the Town Board authorizes the Town Supervisor to execute any and all documents related to this award. 8506203_1 This resolution shall take effect immediately upon its adoption. Seconded by Town Board Member __________________________and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Romeo voting _______ Town Board Member Freeman voting _______ Town Supervisor Seeley voting _______ 9242752_1 Resolution No. 2020_______ EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION REGARDING AMENDED AND RESTATED SANITARY SEWER EASEMENT AT CRANBERRY LANDING At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th day of October, 2020 at 7:00 P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member _______________offered the following resolution and moved its adoption: WHEREAS, on April 29, 2002, Cranberry Landing LLC granted the Town of Irondequoit (“Town”) a sanitary sewer easement to construct and maintain a sanitary sewer at the property commonly known as Cranberry Landing within the Town; and WHEREAS, the successor in interest to Cranberry Landing LLC, Cranberry Landing Owner, LLC (“Cranberry”) has notified the Town that the original easement for the property was incorrect, and has asked to amend the easement to correctly identify the location of the sanitary sewer and an encroachment; and WHEREAS, the Department of Public Works recommends that the Town enter into an Amended and Restated Sanitary Sewer Easement agreement with Cranberry to properly reflect the location of the sanitary sewer and the Town’s easement with respect thereto; and WHEREAS, Cranberry will be responsible for filing the Amended and Restated Sanitary Sewer Easement; and WHEREAS, for purposes of the State Environmental Quality Review Act (“SEQRA”), this action is a Type II action as set forth in 6 N.Y.C.R.R. §§ 617.5(c)(13) (extension of utility distribution facilities, including gas, electric, telephone, cable, water and sewer connections to render service in approved subdivisions) and 617.5(c)(33) (local legislative decisions in connection with any Type II Action) and therefore no further review is needed pursuant to SEQRA; and 9242752_1 NOW, THEREFORE, BE IT RESOLVED, that the Town Board approves and accepts the Amended and Restated Sanitary Sewer Easement from Cranberry as set forth Exhibit A, which is attached hereto and made a part hereof, in such final form as approved by the Attorney for the Town. AND, BE IT FURTHER RESOLVED, that the Town Board authorizes the Town Supervisor to execute any and all documents related to this easement. This resolution shall take effect immediately upon its adoption. Seconded by Town Board Member _________________and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Romeo voting _______ Town Board Member Freeman voting _______ Town Supervisor Seeley voting _______ 9242752_1 Exhibit “A” 077253\10865167v3 1 9249798_1 AMENDED AND RESTATED SANITARY SEWER EASEMENT THIS AMENDED AND RESTATED SANITARY SEWER EASEMENT (this “Easement”) made this ____day of 2020 (the “Effective Date”), by and between Rochester Cranberry Landing Owner, LLC, a Delaware limited liability company with its office at 399 Park Avenue, 18th Floor, New York, New York 10022 (“Grantor”) and the Town of Irondequoit, a municipal corporation with its office at 1280 Titus Avenue, Rochester, New York (“Grantee”) RECITALS A. Grantor, the successor in interest to Cranberry Landing LLC, a New York limited liability company (“Cranberry”), owns real property in the County of Monroe, State of New York, which property is more particularly described in Schedule A-1 (the “Property”). B. Grantee desires to use a portion of the Property in connection with a sanitary sewer system, which easement area is described on Schedule A-2 attached hereto. C. Cranberry and Grantee were parties to that certain Sanitary Sewer Easement, dated as of April 29, 2002, and filed for record on May 3, 2002 in Liber 9613 of Deeds, at page 352 in the Official Records of the County of Monroe, State of New York (“Original Easement”). The Grantor now desires that this Agreement replace, amend and restate all of the terms and provisions of the Original Easement Agreement in its entirety. D. The Grantor for and in consideration of One Dollar ($1.00) lawful money of the United States and other valuable consideration paid by the Grantee to the Grantor, the receipt thereof which is hereby acknowledged, hereby grants and conveys and by these presents has granted and conveyed to the Grantee, its successors and assigns a permanent easement (the “Easement”) upon those lands held in fee ownership by the Grantor as more particularly described in Schedule A-2 annexed hereto (hereinafter the “Easement Premises”), and as depicted on Schedule A-5 annexed hereto. AGREEMENTS 1. Grantor and Grantee hereby agree that, effective as of the Effective Date, the Original Easement shall terminate in its entirety and shall be amended, restated and replaced in its entirety by this Easement. 2. The Easement herein created shall permit the Grantee at any time to construct, reconstruct, replace, maintain, operate, repair, enlarge and remove a sanitary sewer system and related facilities with all necessary pipelines, manholes, mains, pumps, pump stations, meters, regulators, valves, fixtures, fittings, connections and appurtenances used in connection therewith (hereinafter, the “sanitary sewer system”) as may be necessary or desirable in Grantee’s sole discretion and to make such excavations and to perform such work within, above, beneath and adjacent to the Easement Premises and to conduct such tests and inspections thereof as may at any time be deemed necessary by the Grantee. Grantor further grants to Grantee the right to tie-in and connect by such means, as will be reasonably appropriate, the facilities herein described with other sanitary sewer systems on contiguous parcels. 077253\10865167v3 2 9249798_1 3. Grantor further grants and conveys to Grantee a construction easement and right-of-way upon Grantor’s lands contiguous to the Easement Premises and further the rights of access to and of ingress and egress to and from, over, under and upon the Easement Premises for all purposes hereinbefore set forth and incidental thereto, including the right from time to time to enter upon the Easement Premises with men, materials and equipment and further the right to trim, cut and remove trees and brush and other physical obstructions thereon; reserving to Grantor, however, the right of use and enjoyment of the Easement Premises for all purposes not interfering nor inconsistent with the rights herein granted to the Grantee. Nothing of a permanent nature or character, however, shall at any time be constructed upon the Easement Premises, except for that portion of the Easement Premises described in Schedule A-3 annexed hereto and depicted on Schedule A-5 annexed hereto. The construction easement and right-of-way shall continue until such time as the Grantee’s required activities within the Easement Premises have been completed. 4. Upon completion of any construction, installation or repair of the sanitary sewer system described herein, as well as any subsequent replacement and/or reconstruction of the same, Grantee agrees to restore the surface of the Easement Premises to the condition existing prior thereto. 5. Grantor, for itself, its successors, grantees and assigns agrees not to do or cause to be done directly or indirectly, any damage or interference to or with the said sanitary sewer system nor to disturb any grading of soil completed by Grantee. By the terms of this Easement, said sanitary sewer system shall become the property of the Grantee, its responsibility to maintain and repair, and under Grantee’s exclusive control and supervision. 6. Any lands of the Grantor contiguous to the Easement Premises are not relieved by reason of the grant hereof, from the obligations to pay whatever sewer charges may be annually assessed and levied upon such contiguous lands by the Grantee pursuant to the powers conferred to it by statute. 7. This Easement shall be perpetual in nature, shall in all respects run with the land, shall inure to the benefit of the parties hereto and their respective successors, assigns and grantees. 8. Grantor for itself and its successors, grantees and assigns agrees to indemnify and hold Grantee harmless from all claims, charges, damages, losses, liability, costs and expenses (including reasonable attorney’s fees) to any persons or property arising out of Grantor’s breach of this Easement except such claims, charges, damages, losses, liability, costs and expenses that are due to the negligence and/or affirmative acts of the Grantee, its agents, servants, employees, contractors, invitees or licensees. 9. Grantee for itself and its successors, grantees and assigns agrees to indemnify and hold Grantor harmless from all claims, charges, damages, losses, liability, costs and expenses (including reasonable attorney’s fees) to any persons or property arising out of Grantee’s breach of this Easement except such claims, charges, damages, losses, liability, costs and expenses that are due to the negligence and/or affirmative acts of the Grantor, its agents, servants, employees, contractors, invitees or licensees. 077253\10865167v3 3 9249798_1 10. Grantor hereby releases the Grantee from any right to compensation by reason of Grantor’s creation of the Easement and further to any claims related to the Easement Premises by reason of Grantee’s removal of any trees, brush, soil, vegetation, structures or otherwise, both upon original entry and upon future re-entries by Grantee.· 11. Grantee confirms, ratifies and accepts all of the terms and conditions of this Easement by it execution hereof. Sanitary Sewer Easement Property: See Schedule A-2 Attached 077253\10865167v3 4 9249798_1 GRANTOR: ROCHESTER CRANBERRY LANDING OWNER, LLC BY: NAME: TITLE: Authorized Signatory DATED: ________ __, 2020 GRANTEE TOWN OF IRONDEQUOIT BY: David Seeley, Town Supervisor DATED: ________ __, 2020 077253\10865167v3 5 9249798_1 STATE OF ______________) COUNTY OF _____________) SS: On this ____________ day of ________________ in the year 2020, before me, the undersigned, personally appeared ______________________ personally known to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, or the person upon behalf of which the individual acted, executed the instrument. _____________________________ Notary Public STATE OF ______________) COUNTY OF _____________) SS: On this _____________ day of ______________ in the year 2020, before me, the undersigned, personally appeared ________________________ personally known to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is(are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), or the person upon behalf of which the individual(s) acted, executed the instrument. _____________________________ Notary Public 0 Schedule A-1– 1 9249798_1 SCHEDULE A-1 PROPERTY LEGAL DESCRIPTION ALL that certain plot piece or parcel of land, situate, lying and being part of Lot 43, Township 14, Range 7, said parcel is situated in the Town of Irondequoit, County of Monroe, State of New York and is more particularly described as follows: COMMENCING at a point in the north street line of Norton Street, South 86 degrees 39 minutes 44 seconds West, a distance of 675.04 feet from the northerly production of the centerline of Helendale Road, said point being at the southwest corner of Lot A as shown on a resubdivision map filed at Liber 131 of maps, page 54, said point also being the point of beginning; THENCE (1) South 86 degrees 39 minutes 44 seconds West, along the north street line of Norton Street a distance of 330.00 feet to a point at the southeast corner of property now or formerly owned by Marc S. Bellavia per Liber 9350 of deeds, page 34; THENCE (2) North 03 degrees 14 minutes 16 seconds West, along the east line of parcels now or formerly owned by said Marc S. Bellavia, now or formerly owned by Bruce L. and Karen Capan per Liber 6278 of deeds, page 237 and now or formerly owned by Dean H. Keyser per Liber 9359 of deeds, page 426, a distance of 465.01 feet to a point in the City of Rochester and Town of Irondequoit line per map of Densmore Creek at Liber 48 of maps, page 1; THENCE (3) North 48 degrees 31 minutes 40 seconds East, along said Town of Irondequoit and City of Rochester line, a distance of 11.32 feet to a point; THENCE (4) North 86 degrees 39 minutes 44 seconds East, along a proposed property line, a distance of 241.11 feet to a point in the west line of property now or formerly owned by Newport Highland Apartments per Liber 6394 of deeds, page 216; THENCE (5) South 03 degrees 14 minutes 16 seconds East, along the line of said Newport Highland Apartments, a distance of 38.38 feet to a point in the line of said Newport Highland Apartments; THENCE (6) North 86 degrees 39 minutes 44 seconds East, along said line of Newport Highland Apartments, a distance of 80.00 feet to a point at the northwest corner of said Lot A; THENCE (7) South 03 degrees 14 minutes 16 seconds East, along the west line of said Lot A, a distance of 433.62 feet to the point of BEGINNING. TOGETHER with the benefits of and subject to the burdens set forth in the following: 1. Stormwater Drainage Easement by and between Newport Highlands Associates and Newmark Development Co., Inc., dated June 5, 2001 and recorded on August 17, 2001 in Book 9501, Page 530 of the Monroe County Clerk’s Office, as amended by Stormwater Drainage Easement by and between Newport Highlands Associates and Cranberry Landing 0 Schedule A-1– 2 9249798_1 LLC, dated July 6, 2017 recorded on July 19, 2017 in Book 11891, Page 143 of the Monroe County Clerk’s Office. 2. Stormwater Drainage Easement by and among Lawrence F. Cimino and Rita Cimino and Cranberry Landing LLC, dated December 26, 2001 and recorded on December 31, 2001 in Book 9561, Page 461 of the Monroe County Clerk’s Office. 3. Stormwater Drainage Easement by and among Lawrence F. Cimino and Rita Cimino and Cranberry Landing LLC, dated April 24, 2002 and recorded on April 24, 2002 in Book 9608, Page 407 of the Monroe County Clerk’s Office. 077253\10865167v3 Schedule A-2– 1 9249798_1 SCHEDULE A-2 SANITARY SEWER EASEMENT ALL THAT CERTAIN PLOT PIECE OR PARCEL OF LAND, SITUATE, LYING AND BEING PART OF LOT 43, TOWNSHIP 14, RANGE 7, SAID PARCEL IS SITUATED IN THE TOWN OF IRONDEQUOIT, COUNTY OF MONROE, STATE OF NEW YORK AND IS MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF LOT RB-1, FINAL PLAT 2700 NORTON STREET CRANBERRY LANDING, MAP FILED AT LIBER 311 OF MAPS, PAGE 44 AND THE SOUTHWEST CORNER OF LOT A OF A RESUBDIVISION MAP FILED AT LIBER 131 OF MAPS, PAGE 54; THENCE N 03’14’16” W A DISTANCE OF 189.76 FEET TO THE POINT OF BEGINNING; THENCE S 86’45’41” W A DISTANCE OF 24.30 FEET; THENCE N 45’27’47” W A DISTANCE OF 54.16 FEET; THENCE S 86’45’41” W A DISTANCE OF 168.43 FEET; THENCE S 57’44’51” W A DISTANCE OF 115.35 FEET TO THE WEST LINE OF SAID LOT RB-1; THENCE N 03’14’16” W ON THE WEST LINE OF SAID LOT RB-1 A DISTANCE OF 22.87 FEET; THENCE N 57’44’51” E A DISTANCE OF 109.44 FEET; THENCE N 86’45’41” E A DISTANCE OF 182.46 FEET; THENCE S 45’27’47” E A DISTANCE OF 54.16 FEET; THENCE N 86’45’41” E A DISTANCE OF 15.44 FEET TO THE EAST LINE OF SAID LOT RB-1; THENCE S 03’14’16” E ON THE EAST LINE OF SAID LOT RB-1 A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING. CONTAINING 7,237 SQUARE FEET OR 0.1661 ACRES, MORE OR LESS. 077253\10865167v3 Schedule A-3– 1 9249798_1 SCHEDULE A-3 EASEMENT ENCROACHMENT ALL THAT CERTAIN PLOT PIECE OR PARCEL OF LAND, SITUATE, LYING AND BEING PART OF LOT 43, TOWNSHIP 14, RANGE 7, SAID PARCEL IS SITUATED IN THE TOWN OF IRONDEQUOIT, COUNTY OF MONROE, STATE OF NEW YORK AND IS MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF LOT RB-1, FINAL PLAT 2700 NORTON STREET CRANBERRY LANDING, MAP FILED AT LIBER 311 OF MAPS, PAGE 44 AND THE SOUTHWEST CORNER OF LOT A OF A RESUBDIVISION MAP FILED AT LIBER 131 OF MAPS, PAGE 54; THENCE N 03’14’16” W A DISTANCE OF 189.76 FEET; THENCE S 86’45’41” W A DISTANCE OF 24.30 FEET; THENCE N 45’27’47” W A DISTANCE OF 54.16 FEET; THENCE S 86’45’41” W A DISTANCE OF 106.50 FEET TO THE EAST LINE OF A 2 STORY BRICK BUILDING AND THE POINT OF BEGINNING; THENCE S 86’45’41” W A DISTANCE OF 47.56 FEET TO THE WEST LINE OF A 2 STORY BRICK BUILDING; THENCE N 03’13’45” W ON THE WEST LINE OF SAID BRICK BUILDING A DISTANCE OF 4.83 FEET; THENCE CONTINUING ON SAID WEST BUILDING LINE N 48’58’48” E A DISTANCE OF 7.68 FEET; THENCE CONTINUING ON SAID WEST BUILDING LINE N 02’43’35” W A DISTANCE OF 7.57 FEET; THENCE CONTINUING ON SAID WEST BUILDING LINE N 61’46’03” W A DISTANCE OF 5.55 FEET; THENCE N 86’45’41” E A DISTANCE OF 46.15 FEET TO THE EAST LINE OF SAID BRICK BUILDING; THENCE S 03’16’32” E ON THE EAST LINE OF SAID BRICK BUILDING A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING. CONTAINING 880 SQUARE FEET OR 0.0202 ACRES, MORE OR LESS. 077253\10865167v3 Schedule A-4 – 1 9249798_1 SCHEDULE A-4 Tax Account No. 092.15-1-21 Property Address: 2650 Norton Street, Town of Irondequoit Tax Account No.: 092.15-1-23.1 Property Address: 300 Cranberry Landing Dr, Town of Irondequoit Tax Account No.: 092.15-1-23.2 Property Address: 2662 Norton Street, Town of Irondequoit Tax Mailing Rochester Cranberry Landing Owner, LLC Address: Watermark Communities Resource Center 2020 West Rudasill Rd. Tucson, AZ 85704 077253\10865167v3 Schedule A-5 – 1 9249798_1 SCHEDULE A-5 DEPICTION NOTES: BEARINGS ARE BASED ON FINAL PLAT 2700 NORTON STREET CRANBERRY LANDING, MAP FILED AT LIBER 311 OF MAPS, PAGE 411. THIS EXHIBIT IS AN ATTACHMENT ITEM TO ALTA SURVEY PERFORMED BY RAYMOND B. DAWBER, LLS No. 49356 ON 5/27/2017. V. 30' 0 • '51 ,, 14-77":— • � 51�- 1 /35 I 1 30' 1" = 30' LINE BEARING DISTANCE L1 S 86°45'41" W 47.56' L2 N 03'13'45" W 4.83' L3 N 48°58'48" E 7.68' L4 N 02°43'35" W 7.57' L5 N 61'46'03" W 5.55' L6 N 86°45'41" E 46.15' L7 S 03°16'32" E 20.00' //// //j////�/////�/////////�//////i //// //�////////%/////i /i. j//j. /// NI TARY SEWER EASEMENT PER 9613 Page 352 /Vi ENCROACHMENT EXHIBIT i.'. ///////%//////////////' L 1LC. SANITARY SEWER EASEMENT DESCRIPTION: ALL THAT CERTAIN PLOT PIECE OR PARCEL OF LAND, SITUATE, LYING AND BEING PART OF LOT 43, TOWNSHIP 14, RANGE 7, SAID PARCEL IS SITUATED IN THE TOWN OF IRONDEQUOIT, COUNTY OF MONROE, STATE OF NEW YORK AND IS MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF LOT RB-1, FINAL PLAT 2700 NORTON STREET CRANBERRY LANDING, MAP FILED AT LIBER 311 OF MAPS, PAGE 411 AND THE SOUTHWEST CORNER OF LOT A OF A RESUBDIVISION MAP FILED AT LIBER 131 OF MAPS, PAGE 54; THENCE N 03'14'16" W A DISTANCE OF 189.76 FEET TO THE POINT OF BEGINNING; THENCE S 86'45'41" W A DISTANCE OF 24.30 FEET, THENCE N 45'27'47" W A DISTANCE OF 54.16 FEET; THENCE S 86'45'41" W A DISTANCE OF 168.43 FEET; THENCE S 5744'51" W A DISTANCE OF 115.35 FEET TO THE WEST LINE OF SAID LOT RB-1; THENCE N 03'14'16" W ON THE WEST LINE OF SAID LOT RB-1 A DISTANCE OF 22.87 FEET; THENCE N 5744'51" E A DISTANCE OF 109.44 FEET; THENCE N 86'45'41" E A DISTANCE OF 182.46 FEET; THENCE S 4527'47" E A DISTANCE OF 54.16 FEET; THENCE N 86'45'41 " E A DISTANCE OF 15.44 FEET TO THE EAST LINE OF SAID LOT RB-1; THENCE S 03'14'16" E ON THE EAST LINE OF SAID LOT RB-1 A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING. CONTAINING 7,237 SQUARE FEET OR 0.1661 ACRES, MORE OR LESS. EASEMENT ENCROACHMENT DESCRIPTION: ALL THAT CERTAIN PLOT PIECE OR PARCEL OF LAND, SITUATE, LYING AND BEING PART OF LOT 43, TOWNSHIP 14, RANGE 7, SAID PARCEL IS SITUATED IN THE TOWN OF IRONDEQUOIT, COUNTY OF MONROE, STATE OF NEW YORK AND IS MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF LOT RB-1, FINAL PLAT 2700 NORTON STREET CRANBERRY LANDING, MAP FILED AT LIBER 311 OF MAPS, PAGE 411 AND THE SOUTHWEST CORNER OF LOT A OF A RESUBDIVISION MAP FILED AT LIBER 131 OF MAPS, PAGE 54; THENCE N 03'14'16" W A DISTANCE OF 189.76 FEET, THENCE S 86'45'41 " W A DISTANCE OF 24.30 FEET; THENCE N 45'27'47" W A DISTANCE OF 54.16 FEET; THENCE S 86'45'41" W A DISTANCE OF 106.50 FEET TO THE EAST LINE OF A 2 STORY BRICK BUILDING AND THE POINT OF BEGINNING; THENCE S 86'45'41" W A DISTANCE OF 47.56 FEET TO THE WEST LINE OF A 2 STORY BRICK BUILDING; THENCE N 03' 13'45" W ON THE WEST LINE OF SAID BRICK BUILDING A DISTANCE OF 4.83 FEET; THENCE CONTINUING ON SAID WEST BUILDING LINE N 48'58'48" E A DISTANCE OF 7.68 FEET; THENCE CONTINUING ON SAID WEST BUILDING LINE N 02'43'35" W A DISTANCE OF 7.57 FEET THENCE CONTINUING ON SAID WEST BUILDING LINE N 61'46'03" W A DISTANCE OF 5.55 FEET• THENCE N 86'45'41" E A DISTANCE OF 46.15 FEET TO THE EAST LINE OF SAID BRICK BUILDING; THENCE S 03'16'32" E ON THE EAST LINE OF SAID BRICK BUILDING A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING. CONTAINING 880 SQUARE FEET OR 0.0202 ACRES, MORE OR LESS. D RED PT. pimulapprN G Survey Prepared By: Red Plains Surveying Company 1917 S. Harvard Avenue Oklahoma City, OK 73128 Phone: 405-603-7842 / Fax: 405-603-7852 Email: Comments@rpsurveying.com PARTNER Engineering and Science, Inc: 1761 EAST GARRY AVENUE SANTA ANA, CA 92705 T 714-763-4656 sshore@partneresi.com http://www.partneresi.corn WN BY. LS JOB NO. 17-144-08A PAGE 1 OF Resolution No. 2020- EXTRACT OF MINUTES OF MEETING OF TOWN BOARD ADOPTING A RESOLUTION AUTHORIZING A SHARED SERVICES AGREEMENT BETWEEN THE TOWN OF IRONDEQUOIT AND NEW YORK STATE DEPARTMENT OF TRANSPORTATION At a regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th of October, 2020 at 7:00pm local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member _____________offered the following resolution and moved its adoption: WHEREAS, New York State Department of Transportation (NYSDOT) desires to enter into a shared services agreement with the Town of Irondequoit to promote and assist in the maintenance of State and Municipal roads and highways while providing a cost savings by maximizing the effective utilization of both parties’ resources; and WHEREAS, Pursuant to Section 99-r of the General Municipal Law, the Town may enter into an agreement with any state agency to provide or receive any service of government; and WHEREAS, a copy of the proposed Shared Services Agreement is annexed hereto as Exhibit A, and the description and cost of services, materials or equipment to be shared is provided in the schedule thereto; and WHEREAS, the total amount of the agreement shall not exceed twenty-five thousand dollars ($25,000). NOW, THEREFORE, BE IT RESOLVED, that the Town Board hereby approves the Shared Services Agreement with New York State Department of Transportation in substantially the form attached hereto as Exhibit A as may be approved by the Attorney for the Town. AND, BE IT FURTHER RESOLVED, that the Town Board authorizes the Supervisor or his designee, the Highway Superintendent, to execute any and all documents related to this agreement. This resolution shall take effect immediately upon its adoption. Seconded by Town Board Member ____________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Romeo voting _______ Town Board Member Freeman voting _______ Town Supervisor Seeley voting _______ Page 1 of 2 S H A R E D S E R V I C E S A G R E E M E N T Between NYSDOT and _________________________ THIS AGREEMENT , dated _____________, 20__, is between the People of the State of New York, hereinafter referred to as "State" or “NYSDOT” and the _________________________, hereinafter referred to as "Municipality." Pursuant to Section 99-r of the General Municipal Law, the State and the Municipality wish to share services, exchange or lend materials or equipment which shall promote and assist the maintenance of State and Municipal roads and highways and provide a cost savings by maximizing the effective utilization of both parties' resources. Shared Services shall mean any service provided by one party (Provider) to another party (Recipient). The State and the Municipality agree to share services as follows: 1. Description and Cost of Services, Materials or Equipment to be shared: Provide details of the services, materials or equipment to be shared in the attached standard Schedule A. The total amount of the agreement shall not exceed twenty -five thousand dollars ($25 ,000.00 ). If applicable, indicate that the return exchange will be determined at a later date. 2. The Provider's employees shall remain under full supervision and control of the Provider. The parties shall remain fully responsible for their own employees for all matters, including but not limited to, salary, insurance, benefits and Workers Compensatio n. 3. If the borrowed machinery or equipment is damaged or otherwise needs repair arising out of or in connection with the Recipient's use, the Recipient shall be responsible for such repairs. 4. The Municipality agrees to defend and indemnify the State for any and all claims arising out of the Municipality's acts or omissions under this Agreement. The term of this Agreement shall be for two (2) or four (4) years from ______________ to ________________. The parties will endeavor to provide no less than t hirty (30) days' notice of its intent to extend the Agreement. Either party may revoke this Agreement by providing sixty (60) days written notice of such revocation . Upon revocation, any outstanding obligations of the parties must be satisfied within thirty (30) days of the date of such revocation. NYSDOT – Region __ MUNICIPALITY By:_________________________Date:______ By: ____________________Date:_______ Resident Engineer – __________ County ______________ Highway Superintendant NYSDOT – Region __ By:_________________________ Date:______ Regional Director of Operations Page 2 of 2 SCHEDULE A NYSDOT Description of services, materials, or equipment (Check All that apply) to be shared: Emergency assistance, including snow and ice control pursuant to Highway Law Section 55, as may be needed and agreed to by the Department of Transportation. Estimated Cost/Value of Service Equipment Materials (Check All that apply): Total NYSDOT Cost/Value: __Not to exceed $25,000.00_ MUNICIPALITY Description of services, materials, or equipment (Check All that apply) to be shared: To be determined based on services and material provided by the Department of Transportation. Estimated Cost/Value of Service Equipment Materials (Check All that apply): Total MUNICIPALITY Cost/Value: __Not to exceed $25,000.00_ Short 10-29-18 Resolution No. 2020 - ________ EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION AUTHORIZING THE SUPERVISOR TO APPROVE ADDITIONAL SERVICES FOR PERMANENT PUBLIC WORKS FACILITY At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th day of October, 2020 at 7:00 P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member______________________offered the following resolution and moved its adoption: WHEREAS, pursuant to Resolution Number 2017-229, the Town has contracted with Bergman Associates for architecture and engineering services for the construction of the new public works facility (the “Project”); and WHEREAS, pursuant to the terms of the Town’s Standard Form of Agreement between Owner and Architect dated November 2, 2017 with Bergmann Associates, additional services are necessary due to changes in the initial information, as more fully described on Addenda A attached hereto and made a part hereof (the “Additional Services”); and WHEREAS, these additional services will constitute the final change order and will close out the Project; and WHEREAS, the total maximum value of the Additional Services is not to exceed $20,315.75; and WHEREAS, funding for this additional expense is available in accounts 314-1640-2013 and 001.1440.4410. NOW THEREFORE BE IT RESOLVED, that the Town Board authorizes the Supervisor to approve the additional services related to the design for the permanent DPW Facility, and authorizes the Supervisor or his designee to execute a change order concerning the same, in an amount not to exceed $20,315.75, as described in the attachment hereto as Addenda A. This resolution shall take effect immediately upon its adoption. Seconded by Town Board Member __________________________and duly put to vote, which resulted as follows: Town Board Member Wehner voting _______ Town Board Member Perticone voting _______ Town Board Member Romeo voting _______ Town Board Member Freeman voting _______ Town Supervisor Seeley voting _______ Addenda"A" BERGMANN BI ARCHITECTS ENGINEERS PLANNERS October 5, 2020 Mr. Robert Kiley Commissioner of Public Works / Superintendent of Highways Town of Irondequoit 2629 East Ridge Road Rochester, NY 14622 Re: Additional Services #8 for Miscellaneous Design Items, including Fuel Island Coordination, Site Plan Revisions, Subbase Repair Work, Additional Survey, Fire Pump Coordination, and Additional Punchlisting Dear Bob, Based upon our previous discussions, we are pleased to provide the Town of Irondequoit with this proposal for additional design services provided for miscellaneous design items beyond the original scope at the Irondequoit DPW Facility located in Irondequoit, NY. These items include coordination of the fuel island, Site plan revisions, field survey, fire pump coordination, and additional punchlisting. The following is our performed scope of work and fee. Please see attachment for backup documentation for each task: ADDITIONAL SERVICES A. Fuel Island Coordination Scope of Services From the delegated design documentation for the fuel island, Mark Cerrone hired L&O to provide the shop drawings, equipment, and installation of the fuel island. The shop drawings were not provided in requested CAD format and did not include all of the scope to connect the fuel island to the building systems. Bergmann attended meetings to coordinate, worked with sub -subcontractors (for CAD work and equipment details), and provided electrical one -line drawings in lieu of the delegated design. This will include design time from our Electrical engineer as well as additional project management time. Electrical Scope and Assumptions: 1. Delegated design was the responsibility of the Contractor. L&O did not provide adequate shop drawings. 2. The fuel shut off needed a new panel and disconnect located near the fuel island inside the Truck Garage to adequately coordinate the performance. 3. Connections to the server room, new panel, main electrical service room were all added as part of the "delegated design" services that Bergmann covered. 4. Create new one -line diagram to show all devices and routing. 5. Attend two meetings to review the design parameters. Architectural / PM Scope and Assumptions: 1. Coordination with all disciplines, including third -party CAD drafter. ■280 East Broad Street Suite 200 Rochester. NY 14604 TEL: 585 232.5135 www bergmannpc corn 5 2. Review shop drawings and identify all component pieces. 3. Confirm corrections were made to the drawings. 4. Attend two meetings to review the design parameters. FEE Bergmann spent the following time on additional coordination and design on the fuel island: Hours Rate Total David Marcotte 15.50 140.00 2,170.00 Steve Kushner 7 165.00 1,155.00 Total Fees $ 3,325.00 B. Site Plan Revisions Scope of Services At the time that the three soft-shell buildings were added to the scope of the overall project, Bergmann was asked to provide an updated site plan to show the three new structures, as they deviated in size from the basis of design structures. With each being slightly wider than previously expected, we needed to check clearances, turning radii, and accessibility to the cold storage building for Town vehicles and equipment. An updated site plan was provided to the Town for approval on 5/8/19, in order for Bergmann to proceed with staking out the building footprints for Hybrid Building Solutions. This scope does not include any site survey work was billed separately, directly to HBS. Civil Scope and Assumptions: 1. Layout building footprints based on new information from HBS. 2. Run truck route simulations for how vehicles would move on site to access the three buildings. 3. Update the site plan for Town of Irondequoit approval. 4. Coordinate new site plan information to Surveyors to lay out (not billed to HBS). FEE Bergmann spent the following time on additional design and approval for the site plan Hours Rate Total Eric Shaw 5 113.00 565.00 Total Fees $ 565.00 C. Survey Scope of Services During construction, the Town assumed some of the site scope to be self -performed, including the paving, curbing, sidewalks, and landscaping along the North parking lot. Bergmann was engaged to provide survey to locate the boundaries of the parking lot, invert elevations of the area drains, and sidewalk curbing. I. 280 East Broad Street Suite 200 Rochester. NY 14604 TEL: 585.232.5135 www.bergmannpc.com f 5 Near the end of construction as the South end of the site was being cleared, Bergmann was again engaged to locate and stake out a buried manhole. Survey Scope and Assumptions: 1. Review area to be staked out. 2. Staked out curbing. 3. Ran level loop run to verify finished floor elevation. 4. Located drainage and sewer structures in the parking lot 5. Create record drawings. 6. Locate and stake out buried manhole south of the site (11/1/19). FEE Bergmann spent the following time on additional coordination and field work for survey: Hours Rate Total Alex McNamara 12 100.00 1,200.00 Chris Wood 16.5 90.00 1,485.00 Dan S encer .5 90.00 45.00 Total Fees $ 2,730.00 D. SWPPP Inspections Scope of Services As construction continued past the expected duration, Bergmann continued weekly SWPPP inspection services from 8/30/19 - 11/8/19. A future final inspection is still to be completed at closeout. Civil Scope and Assumptions: 1. Weekly site visits (11) to observe SWPPP conditions. 2. Preparation of Field Reports and NOT Report. 3. Final sanitary vac observation and report. FEE Bergmann spent the following time on additional SWPPP inspections: ] Hours Rate Total 800.00 Pat Hill 8 100.00 Chase Kraemer 16 80.00 1,280.00 Close-out inspection 2 80.00 160.00 Total Fees $ 2,240.00 280 East Broad Street Suite 200 Rochester, NY 14604 TEL: 585.232.5135 www.bergmannpc.com B E. Entry drive subbase repair work Scope of Services In spring 2019, the subbase layer that was installed on the entry drive needed to be repaired and recompacted for paving to occur. Foundation Design was asked to come out to provide inspection and consultation for this work. Geotechnical Scope and Assumptions: 1. Field visits for observation. 2. Repair recommendations. 3. Generate field reports. FEE Foundation Design spent the following time on additional SWPPP inspections: Foundation Design Hours Rate Total Jeffery Netzband 1.5 140.00 210.00 Jonathan Strussenberg 12.5 70.00 875.00 Eric Shaw - Bergmann 1.5 113.00 169.50 Total Fees $ 1,254.50 F. Additional Punchlist creation and review Scope of Services The punchlisting for lrondequoit DPW was broken up into three areas — Admin, Truck Garage, and Maintenance Garage. In order to keep construction on schedule and advance the Admin area to substantial completion for the ability to install furniture, that area was punchlisted multiple times. In all areas, the punchlisting was requested to be completed prior to all disciplines having completed their work, making the review more difficult / incomplete and much longer. In addition, Christa Construction had requested the punchlist include photo documentation of items, which required more effort during compilation. MEP Scope and Assumptions: 1. Create above -ceiling punchlist when request for punchlist items from Prime Contractors was not provided. 2. Above -ceiling punchlist review when ceilings were ready to be installed but MEP work above was not completed. 3. Punchlisting of Truck Garage and Maintenance Garage before work was substantially complete. Architectural / PM Scope and Assumptions: 1. Creation of above -ceiling punchlist. 2. Pre -furniture punchlist of Admin area. 3. Preparation of room by room punchlist documents to use during field inspection. 4. Extra time to create punchlist with complete photo documentation. ■ 280 East Broad Street Suite 200 Rochester, NY 14604 TEL: 585.232.5135 www.bergmannpc.com FEE Bergmann spent the following time on additional coordination on punchlists: Hours Rate Total Michelle Sommerman 1 140.00 140.00 Kevin Howell 1 120.00 120.00 Suzanne Lefebvre 3.5 100.00 165.00 350.00 Steve Kushner 26.75 4,413.75 Total Fees $ 5,023.75 G. Fire Pump review Scope of Services It was brought to Bergmann's attention that the Fire Pump had been tested after installation and failed a portion of the test, as the suction levels reduced too far when run over 100% capacity. Bergmann participated in a couple of meetings to determine what the data was showing, attended a site visit to observe cleanout of the water main from East Ridge Road, reviewed data provided by the testing agency, and did a lot of research and calculation, ultimately determining that the delegated design used different criteria that drew more capacity than the branch line and fire pump could handle. However, Bergmann also showed that the testing to 150% was unneeded, as the capacity needed to provide adequate fire protection would be met before 100% utilization of the fire pump. This was all documented in a memo provided to the Town on April 29, 2020. Mechanical / Plumbing / Electrical Scope and Assumptions: 1. Attend a meeting to review the concerns with the fire pump performance — testing agency not in attendance. 2. Review documentation provided by the Construction Manager. 3. Independently run performance calculations not provided by the delegated designer — no shop drawings or approved calculations provided 4. Create summary memo for record. 5. Adjust Fire Pump motor controls for additional capacity. Architectural / PM Scope and Assumptions: 1. Attend a meeting to review the concerns with the fire pump performance — testing agency not in attendance. 2. Attend site visit to review main line cleanout. 3. Review possible causes of friction loss with field notes. 4. Compile and issue summary memo. ■280 East Broad Street Suite 200 Rochester, NY 14604 TEL: 585.232.5135 www.bergmannpc.com 5 FEE Bergmann spent the following time on additional coordination and review of the fire pump: Hours Rate Total Michelle Sommerman 10.5 _ 140.00 1,470.00 Kevin Howell 21 120.00 2,520.00 David Marcotte _ 2 140.00 280.00 Steve Kushner 5.5 165.00 907.50 Total Fees $ 5,177.50 TOTAL FEES Task Total A 3325.00 B 565.00 C 2730.00 D _ 2240.00 E 1254.50 F 5023.75 G 5177.50 Total Fees $20,315.75 If you find this proposal to be acceptable, your signature on a copy of this letter, returned via e-mail or standard mail will constitute your authorization for us to proceed and an amendment to our Agreement. If you have any questions, please do not hesitate to call. Best Regards, BERGMANN r ; CLIENT ACCEPTANCE: Steven J. Kushner, AIA Authorized Signature Date Sr. Project Manager office: 585.498.7884 •280 East Broad Street Suite 200 Rochester, NY 14604 TEL: 585.232 5135 www.bergmannpc.com 9284953_1 Resolution No. 2020 - EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION AUTHORIZING AN INTERFUND LOAN AND AUTHORIZING THE APPLICATION FOR AND ACCEPTANCE OF $3.17 MILLION WORTH OF GRANT FUNDING FROM THE DORMITORY AUTHORITY OF THE STATE OF NEW YORK At a regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th Day of October, 2020, at 7:00 P.M. local time, there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney to the Town Town Board Member ___________________ offered the following resolution and moved its adoption: WHEREAS, due to the severely increased high-water level of Lake Ontario in the last few years, New York State has formed the Lake Ontario Resiliency and Economic Development Initiates and allocated funding to increase the resilience of several projects; and WHEREAS, the Town of Irondequoit has received grant awards from the Dormitory Authority of the State of New York (“DASNY”) to increase the resiliency of the Irondequoit Bay State Marine Park and the Culver Road Storm Sewers (the “Project”), and such awards are anticipated in the amounts of $2,670,000 and $500,000, for a total award of $3,170,000 (each award a “Grant,” and together, the “Grants”); and WHEREAS, work has commenced on the Project, necessitating interfund loans to account #399.7110.2013 until such time as the Grants are received; and WHEREAS, pursuant to Town Board resolutions 202-247 and 2020-073, the Town Board has on two previous occasions authorized interfund loans to account #399.7110.2013 for the purposes of the Project; and WHEREAS, the Town will be reimbursed 95% of the Project cost by the State of New York via two Grant Disbursement Agreements with DASNY; and 9284953_1 WHEREAS, the Grant Disbursement Agreements for the Project have not yet been executed and as such it is necessary to loan additional funds from the General Fund Balance, up to $1,001,080 into capital fund 399; and WHEREAS, once the Grant Disbursement Agreements are executed with the State of New York, the General Fund Balance will be made whole; and WHEREAS, the Project is advisable and in the best interests of the Town; and WHEREAS, it is advisable and in the best interest of the Town to fund the Project in part with Grant funding. NOW, THEREFORE, BE IT RESOLVED, that the Town Board hereby approves the additional interfund loan, up to $1,001,080. from the General Fund to capital fund 399. AND, BE IT FURTHER RESOLVED, that the Town Board accepts the Grants. AND, BE IT FURTHER RESOLVED, that the Town Supervisor is hereby authorized and directed to apply for the first Grant in the amount of $2,670,000, and that the form, terms and provisions of that certain Grant Disbursement Agreement between the DASNY and the Town, in substantially the form annexed hereto as Attachment A and in final form and substance to be approved by the Town Supervisor, and his signature thereon being conclusive evidence of such approval (the “First Agreement”), and that the execution, delivery and performance by the Town of the First Agreement and the consummation of all of the transactions contemplated thereby, are hereby in all respects approved, adopted and authorized. AND, BE IT FURTHER RESOLVED, that the Town Supervisor is hereby authorized and directed to apply for the second Grant in the amount of $500,000, and that the form, terms and provisions of that certain Grant Disbursement Agreement between the DASNY and the Town, in substantially the form annexed hereto as Attachment B and in final form and substance to be approved by the Town Supervisor, and his signature thereon being conclusive evidence of such approval (the “Second Agreement”), and that the execution, delivery and performance by the Town of the Second Agreement and the consummation of all of the transactions contemplated thereby, are hereby in all respects approved, adopted and authorized. AND, BE IT FURTHER RESOLVED, that the Town Supervisor be, and hereby is, authorized, empowered and directed to take all such further actions and to execute, deliver, certify and file all such further agreements, undertakings, certificates, instruments and documents, in the name of and on behalf of the Town, and to pay all such costs, fees and expenses as the Town Supervisor shall approve as necessary or advisable to carry out the intent and accomplish the purposes of the foregoing recitals and resolution and the transactions contemplated thereby, the taking of such actions and the execution, delivery, certification and filing of such documents to be conclusive evidence of such approval. AND, BE IT FURTHER RESOLVED, that that any and all actions taken by the Town Supervisor prior to the date of adoption of the foregoing resolutions which would have been 9284953_1 authorized by the foregoing resolutions but for the fact that such actions were taken prior to such date, be, and each hereby is, ratified, approved, confirmed and adopted as a duly authorized act of the Town in all respects and for all purposes. This resolution shall take effect immediately. Seconded by Town Board Member ____________________and duly put to vote, which resulted as follows: Town Board Member Wehner voting_________________ Town Board Member Perticone voting_________________ Town Board Member Freeman voting_________________ Town Board Member Romeo voting_________________ Town Supervisor Seeley voting_________________ 9284953_1 Attachment A (First Agreement) 9284953_1 Attachment B (Second Agreement) Attachment A (First Agreement) 9284953.1 Attachment B (Second Agreement) 9284953_1 This GRANT DISBURSEMENT AGREEMENT includes all exhibits and attachments hereto and is made on the terms and by the parties listed below and relates to the project described below: DORMITORY AUTHORITY OF THE STATE OF NEW YORK ("DASNY"): 515 Broadway Albany, New York 12207 Contact: Karen Hunter Phone: (518) 257-3177 E-mail: grants@dasny.org THE GRANTEE: THE PROJECT: Town of Irondequoit 1280 Titus Avenue Rochester, NY 14617 Contact: The Honorable David Seeley Phone: (595) 336-6034 Email: dseeley@irondequoit.org PROJECT LOCATION: PROJECT ADDRESS: GRANT AMOUNT: FUNDING SOURCE: Lake Ontario Resiliency and Economic Development Initiative ("REDI") For Office Use Only: REDI APPLICATION DATE: 01/17/20 EXPIRATION DATE OF THIS AGREEMENT: Project ID: FMS#: 147588 GranteelD: 1515 GrantID: 21388 REDUCE INVOICE AMOUNT BY 5%: ❑ YES 3 YEARS FROM DASNY EXECUTION DATE NO Updated 8/12/2020 I TERMS AND CONDITIONS 1. The Project The Grantee will perform tasks within the scope of the project description, budget, and timeline as set forth in the Project Budget attached hereto as Exhibit A (collectively, the "Project") which was described by the Grantee in the REDI Application submitted by the Grantee, then reviewed by DASNY and approved by the State. 2. Project Budget and Use of Funds a) The Grantee will undertake and complete the Project in accordance with the overall budget, which includes the Grant funds, as set forth in the attached Exhibit A. The Grant will be applied to eligible expenses which are as described in the REDI Application, and fall within the scope of the project description set forth in the attached Exhibit A. b) Grantee agrees and covenants to apply the Grant proceeds only to capital works or purposes, which shall consist of the following: i. the acquisition, construction, demolition, or replacement of a fixed asset or assets; ii. the major repair or renovation of a fixed asset, or assets, which materially extends its useful life or materially improves or increases its capacity; or iii. the planning or design of the acquisition, construction, demolition, replacement, major repair or renovation of a fixed asset or assets, including the preparation and review of plans and specifications including engineering and other services, field surveys and sub -surface investigations incidental thereto. c) Grantee agrees and covenants that the Grant proceeds shall not be used for costs that are not capital in nature, which include, but shall not be limited to working capital, rent, utilities, salaries, supplies, administrative expenses, or to pay down debt incurred to undertake the Project. d) No addition, modification or deletion to the GDA shall be effective without submission of a Project Change Request in the form of Exhibit F. The Project Change Request must be accepted by the Oversight Agency and approved by the REDI Commission. 3. Books and Records The Grantee will maintain accurate books and records concerning the Project for six (6) years from the date the Project is completed and will make those books and records available to DASNY, its agents, officers and employees during Grantee's business hours upon reasonable request. In the event of earlier termination of this Agreement, such documentation shall be made available to DASNY, its agents, officers and employees for six (6) years following the date of such early termination. Updated 8/12/2020 2 4. Conditions Precedent to Disbursement of the Grant No Grant funds shall be disbursed until the following conditions have been satisfied: a) DASNY has received the project description, budget, and timeline as set forth in the attached Exhibit A, and an opinion of Grantee's counsel, in substantially the form attached hereto as Exhibit B; and b) The requirements of the REDI Program have been met including, but not limited to contributing a minimum of 5% of the REDI Project Amount ; and c) The monies required to fund the Grant have been received by DASNY; and d) In the event of disbursement pursuant to paragraph 5(b) below, the Grantee has provided DASNY with documentation evidencing that a segregated account has been established by the Grantee into which Grant funds will be deposited (the "Segregated Account"). Eligible Expenses incurred in connection with the Project to be financed with Grant proceeds that are to be paid on invoice shall be paid out of the Segregated Account. The funds in such account shall not be used for any other purpose. e) The Grantee certifies that it is in compliance with the provisions of the REDI Program as well as this Agreement and that the Grant will only be used for the Project set forth in the REDI Application and in Exhibit A hereto. f) Not -for-profit organizations are required to register and prequalify on the New York State Grants Gateway(https://grantsmanagement.ny.govf) in order to receive Grant funds. The Grantee's Document Vault must be in prequalification status prior to any disbursements of the grant funds. 5. Disbursement Subject to the terms and conditions contained in this Agreement, DASNY shall disburse the Grant to the Grantee, in the manner set forth in Exhibit D, as follows: a) Reimbursement: DASNY shall make payment directly to the Grantee in the amount of Eligible Expenses actually incurred and paid for by the Grantee, upon presentation to DASNY of: the Payment Requisition Forms attached to this Agreement as Exhibit E and its attachments; ii. copies of invoices for Eligible Expenses from the Grantee's contractor and/or vendor and proof of payment from the Grantee to the contractor and/or vendor in a form acceptable to DASNY; and iii. such additional supporting documentation as DASNY may require in order to clearly demonstrate that Eligible Expenses were incurred and paid by the Grantee in connection with the Project described herein; or Updated 8/12/2020 3 b) Payment on Invoice: DASNY may make payment directly to the Grantee in the amount of Eligible Expenses actually incurred by the Grantee, upon presentation to DASNY of: 1) the Payment Requisition Forms attached to this Agreement as Exhibit E and its attachments; 2) copies of invoices for Eligible Expenses from the Grantee's contractor and/or vendor in a form acceptable to DASNY evidencing the completion of work; and 3) such additional supporting documentation as DASNY may require in order to clearly demonstrate that Eligible Expenses were incurred by the Grantee in connection with the Project described herein. i i . The Grantee must deposit all Grant proceeds paid on invoice pursuant to this paragraph 5(b) into the Segregated Account established pursuant to Paragraph 4(d). All Eligible Expenses incurred in connection with the Project to be financed with Grant funds that are to be paid on invoice must be paid out of this account. The account shall not be used for any other purpose. iii. The Grantee must provide proof of disbursement of Grant funds to the respective contractor and/or vendor in a form acceptable to DASNY, within sixty (60) days of the date that Grant funds are disbursed to the Grantee to pay for such costs. DASNY will not make any additional disbursements from Grant funds until such time as proof of payment is provided. iv. Utilizing the Grant funds paid to the Grantee pursuant to this section for any purpose other than paying the contractors and/or vendors identified in the requisition documentation in the amounts set forth in the requisition shall constitute a default under this Agreement and shall, at a minimum, result in the denial of payment on invoice for subsequent requisitions. v. DASNY may deny payment on invoice at its sole and absolute discretion, thereby restricting the method of payment pursuant to this contract to reimbursement subject to the terms of Section 5(a). c) Real Property Acquisition: i. Prior to closing on the sale of the subject real property, DASNY shall be provided with an executed Escrow Instruction Letter, signed by DASNY and an escrow agent approved by DASNY, a title report, the draft deed and any other documents requested by DASNY to justify and support the costs to be paid at the closing from Grant funds. ii. DASNY shall transfer the Grant funds to the escrow agent to hold in escrow pending closing. The Grant funds will be wired to the escrow agent not more than one (1) business day prior to the scheduled closing unless otherwise approved by DASNY. Updated 8/12/2020 4 iii. On the day of the closing, the escrow agent shall provide DASNY with copies of the executed deed, a copy of the title insurance policy, the final closing statement setting forth costs to be paid at closing, and copies of any checks to be drawn against Grant funds. iv. Upon DASNY approval, the escrow agent shall disburse the Grant funds as set forth in the documentation described in (iii), above. d) Electronic Payments Program: DASNY reserves the right to implement an electronic payment program ("Electronic Payment Program") for all payments to be made to the Grantee thereunder. Prior to implementing an Electronic Payment Program, DASNY shall provide the Grantee written notice one hundred twenty days prior to the effective date of such Electronic Payment Program ("Electronic Payment Effective Date"). Commencing on or after the Electronic Payment Effective Date, all payments due hereunder by the Grantee shall only be rendered electronically, unless payment by paper check is expressly authorized by DASNY. Commencing on or after the Electronic Payment Effective Date the Grantee further acknowledges and agrees that DASNY may withhold any request for payment hereunder, if the Grantee has not complied with DASNY's Policies and Procedures relating to its Electronic Payment Program in effect at such time, unless payment by paper check is expressly authorized by DASNY. e) In no event will DASNY make any payment which would cause DASNY's aggregate disbursements to exceed the Grant amount. f) The Grant, or a portion thereof, may be subject to recapture by DASNY as provided in Section 9(c) hereof. 6. Non -Discrimination and Affirmative Action The Grantee shall make its best effort to comply with DASNY's Non -Discrimination and Affirmative Action policies set forth in Exhibit G to this Agreement. 7. No Liability of DASNY or the State DASNY shall not in any event whatsoever be liable for any injury or damage, cost or expense of any nature whatsoever that occurs as a result of or in any way in connection with the Project and the Grantee hereby agrees to indemnify and hold harmless DASNY, the State and their respective agents, officers, employees and directors (collectively, the "Indemnitees") from and against any and all such liability and any other liability for injury or damage, cost or expense resulting from the payment of the Grant by DASNY to the Grantee or use of the Project in any manner, including in a manner which, if the bonds are issued on a tax-exempt basis, (i) results in the interest on the bonds issued by DASNY the proceeds of which were used to fund the Grant (the "Bonds") to be includable in gross income for federal income tax purposes or (ii) gives rise to an allegation against DASNY by a governmental agency or authority, which DASNY defends that the interest on the Bonds is includable in gross income for federal income tax purposes, other than that caused by the gross negligence or the willful misconduct of the Indemnitees. Updated 8/12/2020 5 8. Warranties and Covenants The Grantee warrants and covenants that: a) The Grant shall be used solely for Eligible Expenses in accordance with the Terms and Conditions of this Agreement. b) No materials, if any, purchased with the Grant will be used for any purpose other than the eligible Project costs as identified in Exhibit A. c) The Grantee agrees to utilize all funds disbursed in accordance with this Agreement in accordance with the terms of the REDI Program. d) The Grantee is solely responsible for all Project costs in excess of the Grant. The Grantee will incur and pay Project costs and submit requisitions for reimbursement in connection with such costs. e) The Grantee has sufficient, secured funding for all Project costs in excess of the Grant, and will complete the Project as described in the REDI Application and in this Agreement. f) The Grantee agrees to use its best efforts to utilize the Project for substantially the same purpose set forth in this Agreement until such time as the Grantee determines that the Project is no longer reasonably necessary or useful in furthering the public purpose for which the grant was made. There has been no material adverse change in the financial condition of the Grantee since the date of submission of the REDI Application to DASNY. g) h) No part of the Grant will be applied to any expenses paid or payable from any other external funding source, including State or Federal grants, or grants from any other public or private source. i) The Grantee owns, leases, or otherwise has control over the site where the Project will be located. If the Project includes removable equipment or furnishings including but not limited to, computer hardware and software, air conditioning units, lab equipment, office furniture and telephone systems, Grantee will develop, implement and maintain an inventory system for tracking such removable equipment and furnishings. j) In the event the Grantee will utilize the Grant funds to acquire real property, the Grantee must retain title ownership to the real property. If at any time during the term of this Agreement the real property is repurchased by the Seller or otherwise conveyed to any entity other than the Grantee, the Grantee will notify DASNY within 10 business days from the date the contract of sale is executed OR within 10 business days from the date the Grantee initiates or is notified of the intent to transfer ownership of the real property, whichever is earlier. In that event, Grantee hereby agrees to repay to DASNY all Grant funds disbursed pursuant to this Agreement. k) The Project to be funded by the Grant will be located in the State of New York. If the Grant will fund all or a portion of the purchase of any type of vehicle, such vehicle will be registered in the State of New York and a copy of the New York State Vehicle Updated 8/12/2020 6 Registration documents will be provided to DASNY's Accounts Payable Department at the time of requisition. I) Grantee is in compliance with, and shall continue to comply in all material respects, with all applicable laws, rules, regulations and orders affecting the Grantee and the Project including but not limited to maintaining the Grantee's document vault on the New York State Grants Reform Gateway (https://grantsmanagement.ny.qov/). m) The Grantee has obtained all necessary consents and approvals from the property owner in connection with any work to be undertaken in connection with the Project. n) All contractors and vendors retained to perform services in connection with the Project shall be authorized to do business in the State of New York and/or filed such documentation, certifications, or other information with the State or County as required in order to lawfully provide such services in the State of New York. In addition, said contractor/vendors shall possess and maintain all professional licenses and/or certifications required to perform the tasks undertaken in connection with the Project. o) Neither the Grantee nor any of the members of its Board of Directors or other governing body or its employees have given or will give anything of value to anyone to procure the Grant or to influence any official act or the judgment of any person in the performance of any of the terms of this Agreement. p) The Grant shall not be used in any manner for any of the following purposes: political activities of any kind or nature, including, but not limited to, furthering the election or defeat of any candidate for public, political or party office, or for providing a forum for such candidate activity to promote the passage, defeat, or repeal of any proposed or enacted legislation; ii. religious worship, instruction or proselytizing as part of, or in connection with, the performance of this Agreement; i i i . payments to any firm, company, association, corporation or organization in which a member of the Grantee's Board of Directors or other governing body, or any officer or employee of the Grantee, or a member of the immediate family of any member of the Grantee's Board of Directors or other governing body, officer, or employee of the Grantee has any ownership, control or financial interest, including but not limited to an officer or employee directly or indirectly responsible for the preparation or the determination of the terms of the contract or other arrangement pursuant to which the proceeds of the Grant are to be disbursed. For purposes of this paragraph, "ownership" means ownership, directly or indirectly, of more than five percent (5%) of the assets, stock, bonds or other dividend or interest -bearing securities; and "control" means serving as a member of the board of directors or other governing body, or as an officer in any of the above; and Updated 8/12/2020 7 iv. payment to any member of Grantee's Board of Directors or other governing body of any fee, salary or stipend for employment or services, except as may be expressly provided for in this Agreement. q) The relationship of the Grantee (including, for purposes of this paragraph, its officers, employees, agents and representatives) to DASNY arising out of this Agreement shall be that of an independent contractor. The Grantee covenants and agrees that it will conduct itself in a manner consistent with such status, that it will neither hold itself out as, nor claim to be, an officer, employee, agent or representative of DASNY or the State by reason hereof, and that it will not by reason thereof, make any claim, demand or application for any right or privilege applicable to an officer, employee, agent or representative of DASNY or the State, including without limitation, worker's compensation coverage, unemployment insurance benefits, social security coverage or retirement membership or credit. r) The information contained in the REDI Application submitted by the Grantee in connection with the Project and the Grant, as such may have been amended or supplemented and any supplemental documentation requested by the State or DASNY in connection with the Grant, is incorporated herein by reference in its entirety. In the event of an inconsistency between the descriptions, conditions, and terms of this Agreement and those contained in the REDI Application, the provisions of this Agreement shall govern. The Grantee hereby acknowledges that DASNY has relied on the statements and representations made by the Grantee in the REDI Application and any supplemental information in making the Grant. The Grantee hereby represents and warrants that it has made no material misstatement or omission of fact in the REDI Application, supplemental information, or otherwise in connection with the Grant and that the information contained in the REDI Application and supplemental information continues on the date hereof to be materially correct and complete. s) The Grantee hereby represents and warrants that it has made no material misstatement or omission of fact in the Grantee Questionnaire ("GQ"), attached hereto as Exhibit C, or the Grantee's document vault in the New York State's Grants Reform Gateway completed by the Grantee in connection with the Project and the Grant, and that the responses in the GQ and the document vault continue on the date hereof to be materially correct and complete. The Grantee hereby acknowledges that DASNY has relied on the statements and representations made by the Grantee in the GQ in making the Grant, and that the Grantee will be required to reaffirm the information therein each time a requisition for grant funds is presented to DASNY. t) The Grantee is duly organized, validly existing and in good standing under the laws of the State of New York, or is duly organized and validly existing under the laws of another jurisdiction and is authorized to do business and is in good standing in the State of New York and shall maintain its corporate existence in good standing in each such jurisdiction for the term of this Agreement, and has full power and authority to execute and deliver the Agreement and to perform its obligations thereunder; u) The Grantee agrees to provide such documentation to DASNY as may be requested by DASNY in its sole and absolute discretion to support a requisition for payment, to determine compliance by the Grantee with the terms of this Agreement or otherwise reasonably requested by DASNY in connection with the Grant, and further acknowledges that if documentation requested in connection with a requisition for Updated 8/12/2020 8 payment does not, in the sole and absolute discretion of DASNY, provide adequate support for the costs requested, that such requisition request shall be denied and payment shall not be made to the Grantee. v) The Agreement was duly authorized, executed and delivered by the Grantee and is binding on and enforceable against the Grantee in accordance with its terms. w) The Grantee has contributed, or will contribute, the standard matching requirement for the required non -state funds contribution of the Project costs in a form allowed by the Program. The Grantee's matching requirement is 5% of the REDI Project Amount. 9. Default and Remedies a) Each of the following shall constitute a default by the Grantee under this Agreement: i. Failure to perform or observe any obligation, warranty or covenant of the Grantee contained herein, or the failure by the Grantee to perform the requirements herein to the reasonable satisfaction of DASNY and within the time frames established therefor under this Agreement. ii. Failure to comply with any request for information reasonably made by DASNY to determine compliance by the Grantee with the terms of this Agreement or otherwise reasonably requested by DASNY in connection with the Grant. iii. The making by the Grantee of any false statement or the omission by the Grantee to state any material fact in or in connection with this Agreement or the Grant, including information provided in the REDI Application or in any supplemental information that may be requested by the State or DASNY. iv. The Grantee shall (A) be generally not paying its debts as they become due, (B) file, or consent by answer or otherwise to the filing against it of, a petition under the United States Bankruptcy Code or under any other bankruptcy or insolvency law of any jurisdiction, (C) make a general assignment for the benefit of its general creditors, (D) consent to the appointment of a custodian, receiver, trustee or other officer with similar powers of itself or of any substantial part of its property, (E) be adjudicated insolvent or be liquidated or (F) take corporate action for the purpose of any of the foregoing. v. An order of a court having jurisdiction shall be made directing the sale, disposition or distribution of all or substantially all of the property belonging to the Grantee, which order shall remain undismissed or unstayed for an aggregate of thirty (30) days. vi. The Grantee abandons the Project prior to its completion. vii. The Grantee is found to have falsified or modified any documents submitted in connection with this grant, including but not limited to invoice, contract or payment documents submitted in connection with a Grantee's request for payment/reimbursement. Updated 8/12/2020 9 viii. Utilizing the Grant funds paid to the Grantee pursuant to Section 5(b) for any purpose other than paying the contractors and/or vendors identified in the requisition documentation in the amounts set forth in the requisition. b) Upon the occurrence of a default by the Grantee and written notice by DASNY indicating the nature of the default, DASNY shall have the right to terminate this Agreement. c) Upon any such termination, DASNY may withhold any Grant proceeds not yet disbursed and may require repayment of Grant proceeds already disbursed. If DASNY determines that any Grant proceeds had previously been released based upon fraudulent representations or other willful misconduct, DASNY may require repayment of those funds and may refer the matter to the appropriate authorities for prosecution. DASNY shall be entitled to exercise any other rights and seek any other remedies provided by law. 10. Term of Agreement Notwithstanding the provisions of Section 9 hereof, this Agreement shall terminate three (3) years after the latest date set forth on the front page hereof without any further notice to the Grantee. DASNY, in its sole discretion, may extend the term of this Agreement upon a showing by the Grantee that the Project is under construction and is expected to be completed within the succeeding twelve (12) months. All requisitions must be submitted to DASNY in proper form prior to the termination date in order to be reimbursed. 11. Project Audit DASNY shall, upon reasonable notice, have the right to conduct, or cause to be conducted, one or more audits, including field inspections, of the Grantee to assure that the Grantee is in compliance with this Agreement. This right to audit shall continue for six (6) years following the completion of the Project or earlier termination of this Agreement. 12. Survival of Provisions The provisions of Sections 3, 7, 8(o), 8(p) and 11 shall survive the expiration or earlier termination of this Agreement. 13. Notices Each notice, demand, request or other communication required or otherwise permitted hereunder shall be in writing and shall be effective upon receipt if personally delivered or sent by any overnight service or three (3) days after dispatch by certified mail, return receipt requested, to the addresses set forth on this document's cover page. 14. Assignment The Grantee may not assign or transfer this Agreement or any of its rights hereunder. Updated 8/12/2020 10 15. Modification This Agreement may be modified only by a written instrument executed by the party against whom enforcement of such modification is sought and in accordance with Section 2(d) of this Agreement. 16. Governing Law This Agreement shall be governed by and construed in accordance with the laws of the State of New York. This Agreement shall be construed without the aid of any presumption or other rule of law regarding construction against the party drafting this Agreement or any part of it. In case any one or more of the provisions of this Agreement shall for any reason be held to be invalid, illegal or unenforceable in any respect, such invalidity, illegality or unenforceability shall not affect any other provision hereof and this Agreement shall be construed as if such provision(s) had never been contained herein. 17. Confidentiality of Information Any information contained in reports made to DASNY or obtained by DASNY as a result of any audit or examination of Grantee's documents or relating to trade secrets, operations and commercial or financial information, including but not limited to the nature, amount or source of income, profits, losses, financial condition, marketing plans, manufacturing processes, production costs, productivity rates, or customer lists, provided that such information is clearly marked "confidential" by the Grantee that concerns or relates to trade secrets, operations and commercial or financial information, including but not limited to the nature, amount or source of income, profits, losses or expenditures, financial condition, marketing plans, manufacturing processes, production costs, productivity rates, or customer lists, which is determined by DASNY to be exempt from public disclosure under the Freedom of Information Law, shall be considered business confidential and is not to be released to anyone, except DASNY and staff directly involved in assisting the Grantee, without prior written authorization from the Grantee, as applicable. Notwithstanding the foregoing, DASNY will not be liable for any information disclosed, in DASNY's sole discretion, pursuant to the Freedom of Information Law, or which DASNY is required to disclose pursuant to legal process. 18. Executory Clause This Agreement shall be deemed executory to the extent of monies available for the REDI Program to DASNY. Updated 8/12/2020 I I Town of Irondequoit Project ID This agreement is entered into as of the latest date written below: GRANTEE: TOWN OF IRONDEQUOIT (Signature of Grantee Authorized Officer) (Printed Name and Title) Date: DORMITORY AUTHORITY OF THE STATE OF NEW YORK (Signature of DASNY Authorized Officer) (Printed Name) Date: DASNY OFFICE USE ONLY GRANTS ADMIN REVIEW APPROVED FOR LEGAL REVIEW: DATE: FINAL LEGAL REVIEW APPROVED FOR SIGNATURE: DATE: Updated 8/12/2020 12 GRANT DISBURSEMENT AGREEMENT EXHIBITS EXHIBIT A Project Budget EXHIBIT B Opinion of Counsel EXHIBIT C Grantee Questionnaire EXHIBIT D Disbursement Terms EXHIBIT E Payment Requisition Form and Dual Certification EXHIBIT E-1 Payment Requisition Cover Letter EXHIBIT E-2 Payment Requisition Back-up Summary EXHIBIT F Non -Discrimination and Affirmative Action Policy Updated 8/12/2020 13 EXHIBIT A: Pr oject B udget Town of Irondequoit Project ID USE OF FUNDS TIMELINE SOURCES T otal Anticipated Dates* * DASNY Share In-Kind/Equity/Sp ons or Other Sources Project Description* Start End Amount Source Name Amount E ntity Name Amount MO $ $ $ $ * Please note that the project description as set forth in this column must summarize the scope of the Eligible Expenses s et f orth in the REDI Application as per Section 2(a) of this Agreement for which reimbursement or payment on invoice will be sought . Please ensure that the project description is an appropriate summary of the Eligible Expenses for which grantee will be submitting for requisition. The failure to ensure all Eligible Expenses are consistent with the project description may delay payment. ** Please be sure to complete the anticipated start and end dates in the Project timeline Updated 8/12/2020 14 EXHIBIT B: Opinion of Counsel DASNY 515 Broadway Albany, New York 12207 Attn: Michael E. Cusack, General Counsel Re: Lake Ontario Resiliency and Economic Development Initiative ("REDI") Grant Project ID Ladies and Gentlemen: I have acted as counsel to Town of lrondequoit (the "Grantee") in connection with the Project referenced above. In so acting, I have reviewed a certain Grant Disbursement Agreement between you and the Grantee (the "Agreement") and such other documents as I consider necessary to render the opinion expressed hereby. Based on the foregoing, I am of the opinion that: 1. the Grantee is duly organized, validly existing and in good standing under the laws of the State of New York or, is duly organized and validly existing under the laws of another jurisdiction. The Grantee is authorized to do business and is in good standing in the State of New York and has full power and authority to .execute and deliver the Agreement and to perform its obligations thereunder; and 2. the Agreement was duly authorized, executed and delivered by the Grantee and is binding on and enforceable against the Grantee in accordance with its terms. By selecting this option and providing my electronic signature, I hereby execute and deliver a validly binding legal opinion in the form of this Exhibit B, just the same as a pen -and -paper signature on a separate document. Approved — Legal Opinion attached **Instructions — Grantee's Attorney will choose appropriate response . If "Approved as to form" is checked, the Attorney will DocuSign form. If "Approved — Legal Opinion attached" is checked, the Attorney must attach a legal opinion using the language provided in this exhibit. Updated 8/12/2020 15 EXHIBIT C: Grantee Questionnaire PLEASE READ THE FOLLOWING: 1) You are acknowledgeing the following regarding the included Grantee Questionnaire: • This inserted Grantee Questionnaire is an accurate and true copy of such previously submitted DASNY Grantee Questionnaire. • The Grantee certifies that there has been no material change in the information provided in the Grantee Questionnaire. Updated 8/12/2020 16 EXHIBIT D: Disbursement Terms Town of lrondequoit Project ID Subject to the terms and conditions contained in this Agreement, DASNY shall disburse the Grant to the Grantee as follows: Standard Reimbursement DASNY shall make payment to the Grantee, no more frequently than monthly, based upon Eligible Expenses (as set forth and in accordance with the schedule in Exhibit A) actually incurred by the Grantee, in compliance with Exhibit A and upon presentation to DASNY of the Payment Requisition Forms attached to this Agreement as Exhibit E and its attachments, together with such supporting documentation as DASNY may require in order to clearly demonstrate that Eligible Expenses were actually incurred by the Grantee in connection with the Project described herein. Payment shall be made by reimbursement, subject to the terms and conditions of Sections 4 and 5(a) of this Agreement; by payment on invoice subject to the terms and conditions of Sections 4 and 5(b) of this Agreement; or, for real property acquisition, subject to the terms and conditions of Sections 4 and 5(c) of this Agreement. Supporting documentation acceptable to DASNY must be provided prior to payment, including invoices and proof of payment in a form acceptable to DASNY. If the fronts and backs of canceled checks cannot be obtained from the Grantee's financial institution, a copy of the front of the check must be provided, along with a copy of a bank statement clearly showing that payment was made by the Grantee to the contractor. DASNY reserves the right to request additional supporting documentation in connection with requests for payment, including the backs of canceled checks, certifications from contractors or vendors, or other documentation to verify that grant funds are properly expended. Please note that quotes, proposals, estimates, purchase orders, and other such documentation do NOT qualify as invoices. The Grantee agrees to provide such documentation to DASNY as may be requested by DASNY in its sole and absolute discretion to support a requisition for payment, to determine compliance by the Grantee with the terms of this Agreement or otherwise reasonably requested by DASNY in connection with the Grant, and further acknowledges that if documentation requested in connection with a requisition for payment does not, in the sole and absolute discretion of DASNY, provide adequate support for the costs requested, that such requisition request shall be denied and payment shall not be made to the Grantee. All expenses submitted for reimbursement or payment on invoice must be for work completed at the approved Project location(s) and/or items received at the approved Project location(s) prior to the date of the request for reimbursement/payment. In addition, if funds are requisitioned for the purchase of a vehicle, the New York State Vehicle Registration Documents and title must be submitted along with the requisition forms. Updated 8/12/2020 17 EXHIBIT E: Payment Requisition Form and Dual Certification Town of Irondequoit Project ID For Office Use Only: FMS#: 147588 GranteelD: 1515 GrantID: 21388 Payment Request # For work completed between / / and / / THIS REQUEST: A: DASNY SHARE* B: THIS REQUEST C: TOTAL REQUESTED PRIOR TO THIS REQUEST D: A -B -C BALANCE $ * Please note that when submitting a requisition for payment, DASNY can only reimburse for capital expenditures for the Project as set forth in Exhibit A of this Agreement. In addition, all capital expenditures are to be both incurred (billed to) and paid for by the named Grantee. Capital expenditures include the costs of acquisition, design, construction, reconstruction, rehabilitation, preservation, development, improvement, modernization and equipping of the approved Project location. Updated 8/12/2020 18 EXHIBIT E: Payment Requisition Form and Dual Certification DUAL CERTIFICATION This certification must be signed by two Authorized Officers of the Town of lrondequoit, for Project # . We hereby warrant and represent to DASNY that: 1. To the best of our knowledge, information and belief, the expenditures described in Payment Requisition Request # attached hereto in the amount of $ _ for which Town of Irondequoit, is seeking payment and/or reimbursement comply with the requirements of the Agreement between DASNY and Town of Irondequoit (the "Agreement"), are Eligible Expenses, and that the payment and/or reimbursement of expenditures for which it is seeking payment and/or reimbursement from DASNY does not duplicate reimbursement or disbursement of costs and/or expenses from any other source. 2. The warranties and covenants contained in Section 8 of the Agreement are true and correct as if made on the date hereof. 3. The Eligible Expenses for which reimbursement is sought in connection with this requisition were actually incurred by the Grantee named on the cover page of this Agreement, and/or will be paid by the Grantee solely from the Segregated Account established pursuant to paragraph 4(d) of the Grant Disbursement Agreement to the contractor named on the invoices submitted in connection with this requisition and shall not be used for any other purpose. 4. All Project costs described in any contractor/vendor invoice submitted pursuant the payment requisition form have been completely and fully performed and/or received on site at the applicable project location prior to the date hereof. 5. Proof of disposition of funds from the Segregated Account to the contractor and/or vendors that are being paid on invoice, if any, will be provided to DASNY within sixty (60) days of the date that Grant funds are disbursed to the Grantee to pay for such costs. We understand that in the event that acceptable proof of payment is not provided, DASNY will not make any additional disbursements from Grant funds until such time as such proof of payment is provided. 6. We have the authority to submit this requisition on behalf of Town of lrondequoit. All eligible expenses have been incurred within the scope of the project description set forth in the schedule in Exhibit A to this Agreement. 7. The following documents are hereby attached for DASNY approval, in support of this requisition, and are accurate images of the original documents (Please check off all that apply): ❑ Readable copies of both front and back of canceled checks. ❑ Readable copies of the front of the checks and copies of bank statements showing that the checks have cleared. ❑ Copy of New York State Vehicle Registration and Title documents for all vehicles purchased with Grant funds. ❑ Invoices/receipts for eligible goods/services that have been received/performed at the approved Project location(s) and a completed Exhibit E-2: Payment Requisition Back-up Summary. ❑ Other: Authorized Officer Signature: Print Name: Title: Authorized Officer Signature: Print Name: Title: Date: Date Updated 8/12/2020 19 EXHIBIT E -I: Payment Requisition Cover Letter ON GRANTEE'S LETTERHEAD Date Attention: Accounts Payable - Grants DASNY 515 Broadway Albany, New York 12207 Re: Lake Ontario Resiliency and Economic Development Initiative ("REDI") Grant Project No. To Whom It May Concern: Enclosed please find our request for payment/reimbursement. The package includes completed Exhibits E and E-2, including a Dual Certification with original signatures from two authorized officers. I have also included supporting documentation and invoices, as summarized in Exhibit E-2. Below I have checked off the relevant payment option and completed the required payment information. This information is complete and accurate as of the date of this letter: 1) We would like to be paid by reimbursement pursuant to section 5(a) of the grant disbursement agreement. Proof of payment is enclosed for all invoices submitted in this request. Please remit payment by check. OR 2) ❑ We would like to be paid by reimbursement pursuant to section 5(a) of the grant disbursement agreement. Proof of payment is enclosed for all invoices submitted in this request. Please remit payment by wire. The wire instructions for our account are as follows: BANK NAME: ACCOUNT #: ACCOUNT NAME: ABA #: OR 3) ❑ We would like to be paid on invoice pursuant to Section 5(b) of the grant disbursement agreement. We have not paid the invoice(s) included in this request. We have established a segregated account to be used solely for accepting and disbursing funds from DASNY for this grant and for no other purpose. The wire instructions for this account are as follows: BANK NAME: ACCOUNT #: ACCOUNT NAME: ABA #: If any further information is needed, please contact me at ( ) Signature: Print Name: Title: Updated 8/12/2020 20 EXHIBIT E-2: Payment Requisition Back-up Summary Town of Irondequoit Project ID Please list below all invoice amounts totaling the amount for which you are seeking reimbursement in this request. Invoices should be organized and total amount requested for reimbursement from grant subtotaled. Please use additional sheets if necessary. VENDOR/ CONTRACTOR NAME INVOICE/ APPLICATION # AMOUNT REQUESTED FROM GRANT FUNDS COMMENT TOTAL Requested: (Transfer total amount requested to Exhibit E pg. 18 column B) Updated 8/12/2020 21 EXHIBIT F: Project Change Request Town of Irondequoit Project ID Oversight Agency: OPRHP REDI Project (s): MO. Reason for Project Change: Revise Project Scope I Amend Project Timeline Decline Project Justification for Project Change * Please note that when submitting a Project Change Request, DASNY wil review and coordinate with the Oversight Agency and the REDI Commission. Oversight Agency Acceptance: REDI Commission Approval: Updated 8/12/2020 22 EXHIBIT G NON-DISCRIMINATION AND AFFIRMATIVE ACTION POLICY FOR THE PROJECT It is the policy of the State of New York and DASNY, to comply with all federal, State and local law, policy, orders, rules and regulations which prohibit unlawful discrimination because of race, creed, color, national origin, sex, sexual orientation, age, disability or marital status, and to take affirmative action to ensure that Minority and Women -owned Business Enterprises (M/WBEs), Minorities Group Members and women share in the economic opportunities generated by DASNY's participation in projects or initiatives, and/or the use of DASNY funds. 1) The recipient of State funds represents that its equal employment opportunity policy statement incorporates, at a minimum, the policies and practices set forth below: a) Grantee shall (i) not unlawfully discriminate against employees or applicants for employment because of race, creed, color, national origin, sex, sexual orientation, age, disability or marital status, (ii) undertake or continue existing programs of affirmative action to ensure that Minority Group Members and women are afforded equal employment opportunities, and (iii) make and document its conscientious and active efforts to employ and utilize M/WBEs, Minority Group Members and women in its workforce on contracts. Such action shall be taken with reference to, but not limited to, solicitations or advertisements for employment, recruitment, job assignment, promotion, upgrading, demotion, transfer, layoff or termination, rates of pay or other forms of compensation, and selection for training or retraining, including apprenticeship and on-the-job training. b) At the request of the AAO, the Grantee shall request each employment agency, labor union, or authorized representative of workers with whom it has a collective bargaining or other agreement or understanding, to furnish a written statement that such employment agency, labor union, or representative does not unlawfully discriminate, and that such union or representative will affirmatively cooperate in the implementation of the Grantee's obligations herein. 2) The Grantee is encouraged to include minorities and women in any job opportunities created by the Project; and to solicit and utilize M/WBE firms for any contractual opportunities generated in connection with the Project. 3) Grantee represents and warrants that, for the duration of the Agreement, it shall furnish all information and reports required by the AAO and shall permit access to its books and records by DASNY, or its designee, for the purpose of ascertaining compliance with provisions hereof. 4) Grantee shall include or cause to be included, paragraphs (1) through (3) herein, in every contract, subcontract or purchase order with a Contracting Party executed in connection with the Project, in such a manner that said provisions shall be binding upon each Contracting Party as to its obligations incurred in connection with the Project. Updated 8/12/2020 23 NON-DISCRIMINATION AND AFFIRMATIVE ACTION DEFINITIONS Affirmative Action Shall mean the actions to be undertaken by the Borrower, Grantee and any Contracting Party in connection with any project or initiative to ensure non-discrimination and Minority/Women-owned Business Enterprise and minority/female workforce participation, as set forth in paragraph 2) herein, and developed by DASNY. Affirmative Action Officer ("AAO") Shall mean DASNY's Affirmative Action Officer or his/her designee, managing the affirmative action program for DASNY. Contracting Party Shall mean (i) any contractor, subcontractor, consultant, subconsultant or vendor supplying goods or services, pursuant to a contract or purchase order in excess of $1,500, in connection with any projects or initiatives funded in whole or in part by DASNY and (ii) any borrower or Grantee receiving funds from DASNY pursuant to a loan or Grant document. Minority Business Enterprise ("MBE") Shall mean a business enterprise, including a sole proprietorship, partnership or corporation that is (i) a lease fifty-one percent (51%) owned by one or more Minority Group Members; (ii) an enterprise in which such minority ownership is real, substantial and continuing, (iii) an enterprise in which such minority ownership has and exercises DASNY to control and operate, independently, the day-to-day business decisions of the enterprise; (iv) an enterprise authorized to do business in the State of New York and is independently owned and operated; and (v) an enterprise certified by New York State as a minority business. Minority Group Member Shall mean a United States citizen or permanent resident alien who is and can demonstrate membership in one of the following groups: (i) Black persons having origins in any of the Black African racial groups; (ii) Hispanic persons of Mexican, Puerto Rican, Dominican, Cuban, Central or South American descent of either Indian or Hispanic origin, regardless of race; (iii) Asian and Pacific Islander persons having origins in any of the Far East countries, South East Asia, the Indian subcontinent or the Pacific Islands; and (iv) Native American or Alaskan native persons having origins in any of the original peoples of North America. Minority and Women -Owned Business Enterprise Participation Minority and Women -owned Business Enterprise participation efforts are not limited to the efforts suggested herein, and the role of M/WBE firms should not be restricted to that of a subcontractor/subconsultant. Where applicable, M/WBE firms should be considered for roles as prime contractors. Such efforts may include but not be limited to: (a) Dividing the contract work into smaller portions in such a manner as to permit subcontracting to the extent that it is economically and technically feasible to do so; (b) Actively and affirmatively soliciting bids from qualified M/WBEs, including circulation of solicitations to Minority and Women's trade associations; (c) Making plans and specifications for prospective work available to M/WBEs in sufficient time for review; Updated 8/12/2020 24 (g) (d) Utilizing the services and cooperating with those organizations providing technical assistance to the Contracting Party in connection with potential M/WBE participation on DASNY contract; (e) Utilizing the resources of DASNY Affirmative Action Unit to identify New York State certified M/WBE firms for the purpose of soliciting bids and subcontracts; (f) Encouraging the formation of joint ventures, associations, partnerships, or other similar entities with M/WBE firms, where appropriate, and The Contracting Party shall remit payment in a timely fashion. Women -owned Business Enterprise ("WBE") Shall mean a business enterprise, including a sole proprietorship, partnership or corporation that is: (i) at least fifty-one percent (51%) owned by one or more citizens or permanent resident aliens who are women; (ii) an enterprise in which the ownership interest of such women is real, substantial and continuing, (iii) an enterprise in which such women ownership has and exercises DASNY to control and operate, independently, the day-to-day business decisions of the enterprise; (iv) an enterprise authorized to do business in the State of New York and is independently owned and operated; and (v) an enterprise certified by New York State as woman - owned. Updated 8/12/2020 25 . Resolution No. 2020-________ EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION AUTHORIZING THE 2021 SPECIAL EVENTS CALENDAR At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th day of October 2020, at 7:00 P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member _____________________ offered the following resolution and moved its adoption: WHEREAS, the Town of Irondequoit desires to set a Special Events Calendar for 2021; and WHEREAS, funding for the Oktoberfest is available in Fund 233 and funding for other Special Events and Farmers’ Market are available in fund 234 and fund 246. NOW, THEREFORE, BE IT RESOLVED, that the Supervisor or designee be authorized to: 1. Set the Special Events Calendar (Attachment “A”), including any modifications related to date, time or location as necessary 2. Schedule parades for Memorial Day and July 4th Celebrations 3. Negotiate and enter into agreements related to the 2021 Special Events as they might apply, subject to final approval and/or ratification by the Town Board. This resolution shall take effect immediately upon its adoption. Seconded by the Town Board Member ____________________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting __________ Town Board Member Perticone voting __________ Town Board Member Romeo voting __________ Town Board Member Freeman voting __________ Town Supervisor Seeley voting __________ ATTACHMENT “A” TOWN OF IRONDEQUOIT - SPECIAL EVENTS – 2021 Winterfest Saturday, January 23rd 11am. – 3pm. Winter Family Fun Invigorate Irondequoit Saturday, May 1st, 8:30 am. Farmers’ Market Thursday evenings from May 27th – October 14th Town Hall Campus **No market July 1st** Memorial Day Parade Sunday, May 30th at 3:00pm IHS – Titus Ave to Town Hall Sponsored by Irondequoit Post #134 Memorial Day Flag Raising/ Monday, May 31st Flag Raising at Town Hall at 7:00 am. And Memorial Service Memorial Service at Irondequoit Cemetery at 9:00 am. Gazebo Concert Series Sunday afternoons once per month - June - August 2021 (dates TBD) Kiwanis Performing Arts Center Gazebo - Town Hall Campus Flag Day Monday, June 14th at 7:00pmTown Hall Sponsored by Irondequoit American Legion Post #134 and Bay Waters District Boy Scouts of America July 4th Celebration Saturday, July 3rd & Sunday, July 4th July 3rd & 4th – Arts and Crafts Show and Sale 11am.- 9 pm. Street Dance, July 3rd - 7:00pm. TBD July 4th Parade – 11am, IHS – Titus Ave to Town Hall July 4th 2 Mile Fun Run – 7:45; 10K Run- 8:15 11am.- 11 pm. Vendors, Entertainment & Activities Car Show Sunday, July 18th, 11:00-3:00 West Lawn of Town Hall Campus Classic cars, live entertainment and food. Oktoberfest Friday and Saturday, September 10th and 11th Friday and Saturday, September 17th and 18th Camp Eastman – Food, Fun and Entertainment for all ages Veterans’ Day Thursday, November 11th at 10:45am at Town Hall Sponsored by Irondequoit American Legion Post #134 Refreshments following ceremony Holiday Tree/Menorah Sunday, December 5th Lighting Ceremony Irondequoit Library at 4pm. Kiwanis Performing Arts Center Gazebo – 5pm at Town Hall Times indicated above are subject to change 9170319_1 Resolution No. 2020 - ________ EXTRACT OF MINUTES OF MEETING OF TOWN BOARD ADOPTING A RESOLUTION AUTHORIZING THE SUPERVISOR TO ENTER INTO AN AGREEMENT WITH CARDCONNECT, LLC FOR CREDIT CARD SERVICES AND LEASING OF CARD READERS FOR THE RECREATION DEPARTMENT At the regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th day of October 2020, at 7:00 P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member _____________________ offered the following resolution and moved its adoption: WHEREAS, the Town of Irondequoit Recreation Department currently utilizes credit cards for payment for program registrations, facility reservations, and special events as forms of payment accepted; and WHEREAS, the Recreation Department wishes to utilize credit card reading machines which are compliant with the Payment Card Industry Data Security Standard and which better interface with the Recreation Department’s current payment software; and WHEREAS, pursuant to General Municipal Law Section 5, the Town Board may by resolution authorize entry into agreements to receive payments and other charges by credit card, subject to the Town’s written procurement policies and procedures; and WHEREAS, pursuant to Section 51-7(C) of the Irondequoit Town Code, the Town requested three quotes for credit card gateway services; and WHEREAS, CardConnect, LLC was the quote received that fit the parameters per Exhibit “A”; and WHEREAS, the Recreation Department will be leasing two iSC Touch 250 Card Readers for this purpose at $25.00/month each; and 9170319_1 WHEREAS, the Town Board determines that it is in the interests of the Town and its residents to enter into an agreement with CardConnect, LLC for the lease of two credit card readers as set forth more fully above; and WHEREAS, funds have been appropriated for this purpose in Account #7140.4090.0000.7146. NOW, THEREFORE BE IT RESOLVED, the Town Board authorizes the Supervisor to enter into an agreement with CardConnect, LLC for credit card payment services, at the rates listed in Exhibit “A,” in such form as approved by the Attorney for the Town. This resolution shall take effect immediately upon its adoption. Seconded by Town Board Member ________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting_____________ Town Board Member Perticone voting_____________ Town Board Member Romeo voting ____________ Town Board Member Freeman voting ____________ Supervisor Seeley voting ____________ Services Program Terms and Conditions (Program Guide) CCNGov2210 SMB/CMM Confidential PART I: CONFIRMATION PAGE PROCESSOR INFORMATION: Please read this entire Agreement. It describes the terms on which we will provide Merchant Processing Services to you. This summary provides answers to commonly asked questions about your Agreement. 1. Your Discount Rates and other fees are calculatedbased on transa ctions qualifyi ng for certain program pricing and interchange rates levied by the applicable Card Organization. Transactions that fail to qualify for these rates will be charged an additional fee. Interchange and program pricing levied by the Card Organiz ation is subject to change, (see Section 6 of the General Terms & Conditions). 2.We may debit your bank account (also referred to as yourSettlement Account) for amounts owed to us. 3.You are liable for Chargebacks and there are manyreasons why a Chargeback may occur. When they occur we will debit your Settlement Account. See Section 8 of the General Terms & Conditions. 4.If you wish to dispute any charge or funding, you must notify us within 60 days of the date of the statement on which the charge or funding appears. 6.We have assumed certain risks by agreeing to provide youwith the Services. Accordingly, we may take certain actions to mitigate our risk, including termination of this Agreement, and holding monies otherwise payable to you (see Sections 16 and 17 of the General Terms & Conditions). 7.By executing this Agreement with us you authorize us and our Affiliates to obtain and share financial and credit information regarding your business and the signers and guarantors of this Agreement until all your obligations to us and our Affiliates are satisfied. 8.For questions regarding your Merchant ProcessingApplication and Agreement, please contact Customer Service at 1-877-828-0720. Your Responsibilities:Information about Bank:Your Bank, who is a Visa and Mastercard Member Bank, is Wells Fargo Bank, N.A. (Bank) PO Box 6079, Concord, CA 94524 Attn: Merchant Services (407) 237-67 27 b)Bank is the entity approved to extend acceptance of Visaand Mastercard products directly to you and will be a party to the sections of this Agreement listed in Section 2.2. c)Bank works with Processor to provide the Services to youwith respect to Visa Cards and to Mastercard Cards. d)Bank shall, either directly or through Processor, advise youof pertinent Card Organization Rules with which you must comply. e)Bank is responsible for and must provide settlement fundsto you and will be responsible for all funds held in a reserve. a)You must comply in full at all times with this Agreement (including the Your Payments Acceptance Guide), all Card Organization Rules and all Cardholder and customer data security and storage requirements. b)You may view and download the Your Payments AcceptanceGuide at __________________________________. c)You may view and download the Interchange Qualification Matrix and American Express OptBlue® Guide at ________________________________. d)You may download the Visa and Mastercard rules at:https://usa.visa.com/dam/VCOM/download/about-visa/visa-rules- public.pdf www.mastercard.us/content/dam/mccom/global/documents/ mastercard-rules.pdf. e)For your account to stay operational, you must keep fraudand Chargeback levels below Card Organization thresholds. f)Please retain a signed copy of your Agreement. 5.This Agreement limits our liability to you. See Section 10of the General Terms & Conditions for further details. CCNGov2210 SMB/CMM (i) Confirm that you have received and read the Application, General Terms & Conditions [Version CCNGov2210 SMB/CMM], including this Confirmation Page, Interchange Rate Schedule, and any addenda, amendments, replacement or renewal agreement(s); and (ii) Agree to all terms in this Agreement in your capacity as a person authorized to sign on behalf of the business set out in the Application. NO SALES REPRESENTATIVE IS AUTHORIZED TO ACCEPT OR AGREE TO ANY ALTERATIONS TO THIS AGREEMENT. Business Principal: X____________________________________________________ Signature: _____________________________________ Title ________________________ Date _____________________________________________________ Please Print Name of Signer Name:__________________________________________________________________________________________________ Address: 1000 Continental Drive, Suite 300, King of Prussia, PA 19046 URL: ____________________________________________ Customer Service #: 1-877-828-0720 CardConnect, LLC a business unit of First Data Merchant Services, LLC www.cardconnect.com ________________________________ Print Merchant’s Business Legal Name:______________________________________________________________________________________ By signing below, you: 2 ________________________________________________________________________________________________ CCNGov2210 SMB/CMM Confidential PART I: DUPLICATE CONFIRMATION PAGE Please read this entire Agreement. It describes the terms on which we will provide Merchant Processing Services to you. This summary provides answers to commonly asked questions about your Agreement. 1. Your Discount Rates and other fees are calculatedbased on trans actio ns qualifyi ng for certain program pricing and interchange rates levied by the applicable Card Organization. Transactio ns that fail to qualify for these rates will be charged an additio nal fee. Interchange and program pricing levied by the Card Or gani zation is subject to change, (see Section 6 of the General Terms & Conditions). 2.We may debit your bank account (also referred to as yourSettlement Account) for amounts owed to us. 3.You are liable for Chargebacks and there are manyreasons why a Chargeback may occur. When they occur we will debit your Settlement Account. See Section 8 of the General Terms & Conditions. 4.If you wish to dispute any charge or funding, you must notify us within 60 days of the date of the statement on which the charge or funding appears. 6.We have assumed certain risks by agreeing to provide youwith the Services. Accordingly, we may take certain actions to mitigate our risk, including termination of this Agreement, and holding monies otherwise payable to you (see Sections 16 and 17 of the General Terms & Conditions). 7.By executing this Agreement with us you authorize us and our Affiliates to obtain and share financial and credit information regarding your business and the signers and guarantors of this Agreement until all your obligations to us and our Affiliates are satisfied. 8.For questions regarding your Merchant ProcessingApplication and Agreement, please contact C ustomer Service at 1-877-828-0720. Your Responsibilities:Information about Bank:Your Bank, who is a Visa and Mastercard Member Bank, is Wells Fargo Bank, N.A. (Bank) PO Box 6079, Concord, CA 94524 Attn: Merchant Services (407) 237-6 727 b)Bank is the entity approved to extend acceptance of Visaand Mastercard products directly to you and will be a party to the sections of this Agreement listed in Section 2.2. c)Bank works with Processor to provide the Services to youwith respect to Visa Cards and to Mastercard Cards. d) Bank shall, either directly or through Processor, advise youof pertinent Card Organization Rules with which you must comply. e)Bank is responsible for and must provide settlement fundsto you and will be responsible for all funds held in a reserve. a)You must comply in full at all times with this Agreement (including the Your Payments Acceptance Guide), all Card Organization Rules and all Cardholder and customer data security and storage requirements. b) You may view and download the Your Payments AcceptanceGuide at __________________________________. c)You may view and download the Interchange Qualification Matrix and American Express OptBlue® Guide at ________________________________. d)You may download the Visa and Mastercard rules at:https://usa.visa.com/dam/VCOM/download/about-visa/visa-rules- public.pdf www.mastercard.us/content/dam/mccom/global/documents/ mastercard-rules.pdf. e)For your account to stay operational, you must keep fraudand Chargeback levels below Card Organization thresholds. f)Please retain a signed copy of your Agreement. 5.This Agreement limits our liability to you. See Section 10of the General Terms & Conditions for further details. CCNGov2210 SMB/CMM (i) Confirm that you have received and read the Application, General Terms & Conditions [Version CCNGov2210 SMB/CMM], including this Confirmation Page, Interchange Rate Schedule, and any addenda, amendments, replacement or renewal agreement(s); and (ii) Agree to all terms in this Agreement in your capacity as a person authorized to sign on behalf of the business set out in the Application. NO SALES REPRESENTATIVE IS AUTHORIZED TO ACCEPT OR AGREE TO ANY ALTERATIONS TO THIS AGREEMENT. Business Principal: X____________________________________________________ Signature: _____________________________________ Title ________________________ Date _____________________________________________________ Please Print Name of Signer Print Merchant’s Business Legal Name:______________________________________________________________________________________ By signing below, you: 3 PROCESSOR INFORMATION:Name:___________________________________________________________________________________________________ Address: 1000 Continental Drive, Suite 300, King of Prussia, PA 19046 URL: ____________________________________________ Customer Service #: 1-877-828-0720 CardConnect, LLC a business unit of First Data Merchant Services, LLC www.cardconnect.com _________________________________ _________________________________________________________________________________________________ ANY FAILURES TO ACT OF ANY THIRD PARTY, AND WE EXPRESSLY DISCLAIM ANY LIABILITY RELATED TO ALL THIRD PARTY SERVICES. WE DO NOT WARRANT, ENDORSE, GUARANTEE, OR ASSUME RESPO NSIBILITY FOR ANY THIRD PARTY SERVICE OR PRODUCT ADVERTISED OR OFFERED Confidential PART II: GENERAL TERMS & CONDITIONS 1. Your Payment Acceptance Guide and Card Organization Rules 1.1 The General Terms & Conditions (General Terms), together with your Application, the Interchange Rate Schedule and the Your Payments Acceptance Guide constitute the agreement for Card Transaction acceptance and other related Services (this Agreement). 1.2 You agree to comply with the Your Payments Acceptance Guide and, either the Card Organization Rules relevant to you, as they may change over time. The Your Payments Acceptance Guide is available at www.businesstrack.com. 1.3 If there are any inconsistencies between the General Terms and the Your Payments Acceptance Guide, or the Card Organization Rules, the General Terms will govern. 1.4 You may not alter this Agreement. 2. Services and Non-Bank Services 2.1 Your Application will identify the Services you will receive. Certain Services referred to in this Agreement may not be available to you. 2.2 Subject to Card Organization Rules, Services may be performed by us, our Affiliates, our agents, or other third parties we may designate. References to “we” “our” and “us” shall be deemed to be references to Bank and Processor except for the purposes of Sections 2.1, 2.3, 2.4, 6.9, 11.2, 11.5, 11.6, 11.7, 13.1, 20, 24, 32 and 36. Bank shall not be a party to the aforementioned Sections nor shall Bank have any responsibility or liability pursuant to such Sections. Third Party Services, including any apps available in an application marketplace or voice or data services you purchase directly from a third party provider, are not governed by this Agreement and we are not responsible for providing, maintaining, servicing or supporting such services. If you decide to use Third Party Services, you will be responsible for reviewing and understanding the terms and conditions associated with Third Party Services. Any third party content downloaded or otherwise obtained through the use of the Services is downloaded at your own risk. WE WILL NOT BE RESPONSIBLE FOR ANY ACTIONS OR THROUGH THE SERVICES OR ANY HYPERLINKED WEBSITE OR SERVICE, OR FEATURED IN ANY BANNER OR OTHER ADVERTISING, AND WE WILL NOT BE A PARTY TO OR IN ANY WAY MONITOR ANY TRANSACTION BETWEEN YOU AND PROVIDERS OF THIRD PARTY SERVICES OR PRODUCTS. 2.3 If you do not qualify for our full service program but have otherwise been approved for accepting American Express or WEX, your American Express and WEX transactions will be processed through and funded by American Express or WEX (as applicable). American Express and WEX will provide you their own agreements governing those transactions. You agree that (a) we are not responsible and assume no liability for any such transactions; and (b) American Express and WEX may charge additional fees for the services they provide. 2.4 Rather than accepting all categories of card, you have the option to elect to accept only certain categories of card (Limited Acceptance). If you wish to offer Limited Acceptance, you must complete the Limited Acceptance Form and agree to be bound by the additional terms and conditions set out in that document. 3. Access and Use of Services 3.1 Except as specified in the Your Payments Acceptance Guide, or otherwise agreed in writing, the Services shall be for your internal business use in the United States only. 3.2 You shall not and shall not permit any third party to: (a) access or attempt to access any Service that is not intended to be available to you; (b) access or use (in any format) the Services (or any part) through any time-sharing service, service bureau, network, consortium, or other means; (c) without our advanced written consent, use, ship or access Services (or any part) outside or from outside of the United States; (d) perform or attempt to perform any actions that would interfere with the proper working of any Service, prevent access to or use of any Service by other users, or in our reasonable judgment, impose a large load on our infrastructure, network capability or bandwidth; or (e) use the Services (or any part) except as permitted in this Agreement. 3.3 You may use the eligible TransArmor services and portals only to scan IP addresses, URLs and domain names owned by and registered to you. 3.4 We have the right to rely on user names, password and other sign on. CCNGov2210 SMB/CMM CCNGov2210 SMB/CMM 4 CCNGov2210 SMB/CMM Confidential 4. Settlement 4.1 As part of the Services, we will process transaction data received from you and facilitate the transfer of funds for your Card sales to your Settlement Account. 4.2 We may debit your Settlement Account for any amounts owed to us, including any amounts paid to you in error. We may also offset any amounts owed to us or our Affiliates related to activity in other accounts maintained in your name or which you, any of your principals, guarantors or authorized signors guarantee. 4.3 You are responsible for providing us with accurate information regarding your Settlement Account. If you change t he Settlement Account in which y ou receive the proceeds of your transactions, you must notify us immediately. If you accept payment types other than Visa, Mastercard, American Express, Discover Network and PayPal (such as TeleCheck Services), you are also responsible for contacting the Card Organizations or companies governing those Cards to notify them of this change. We shall not be liable for delays in receipt of funds or errors in debit and credit entries caused by you or any other Person, including any delays or errors resulting from errors in Settlement Account information you provide. 4.4 If a Default occurs you agree we may without notice change processing or payment terms and/or suspend credits or other payments of any amounts due or which become due to you. 4.5 Your right to receive any amounts due or to become due from us is expressly subject and subordinate to Chargeback, setoff, lien, and our rights to withhold settlement funds under this Agreement without regard to whether such Chargeback, setoff, lien, and the withholding of settlement fund rights are being applied to claims that are liquidated, unliquidated, fixed, contingent, matured or unmatured. 4.6 If you undertake Global ePricing (GeP) Transactions, you acknowledge that: (a) Settlement by us of GeP Transactions shall be made in the Local Currency on the basis of the Transaction Price of the GeP Sales Transaction under the process defined by the Card Organizations; (b) you shall be subject to any and all Foreign currency exchange rate exposure in connection with all GeP Transactions; and (c) you are solely responsible for all aspects of the GeP Transaction (other than the performance of GeP Services), including obtaining the Cardholder’s agreement to a GeP Transaction, and complying with all Card Organization Rules applicable to you. Dynamic Currency Conversion as defined by Card Organization Rules is not permitted nor provided as part of the GeP Services. 5. Exclusivity 5.1 You will use us as your exclusive provider of all Services during the term of this Agreement. 6. Fees; Adjustments; Collection of Amounts Due 6.1 You will be charged, and agree to pay us, all fees set out on your Fee Schedule or elsewhere in this Agreement. 6.2 The fees specified on your Fee Schedule are based on the assumption that your transactions will qualify at the Anticipated Interchange and Program Pricing Levels associated with your account. If a transaction fails to qualify at the Anticipated Interchange Program Pricing Levels, you will be charged a Non-Qualified Fee, plus a Non-Qualified Surcharge for each such non-qualifying transaction. 6.3 If you accept a Card or transaction other than the type anticipated for your account, we will charge you our then- current transaction fee(s) for the Card and transaction and you will be responsible for the transaction to the same extent as you would be if it was of a Card type elected and approved. If your fees are not paid through our automatic debiting process, and we are required to pursue collection efforts, you will reimburse us for our costs in an amount of not less than $100.00. 6.4 The fees specified on your Fee Schedule are based on (a) estimated annual volume and average transaction size for all Services provided under this Agreement; and (b) your method of doing business. If the actual volume or average transaction size are not as expected or if you significantly alter your method of doing business, we may adjust our fees without prior notice to you. It is your responsibility to notify us of any such changes to your business. 6.5 We may adjust our fees to reflect new or increased fees, taxes or assessments imposed by any Card Organization or other Persons related to the Services. It is your responsibility to pay all such adjusted fees effective from the date specified in our notice to you. 6.6 Any Account Minimum Fee set out in your Application will be charged monthly (beginning in the calendar month after your Application is approved) for each location and will be calculated as the Account Minimum Fee set forth in your Application less the “Di scount Fees” and “Other Payment Fees” that you incur for that month and location. The Account Minimum Fee shall never be less than zero. 6.7 An equipment rental fee will be charged each month for each piece of equipment rented from us, plus tax as applicable. You will also be charged for shipping and supplies. 5 CCNGov2210 SMB/CMM Confidential 6.8 An Authorization fee will be charged for each Authorization requested, whether the response is approved or declined. If you are being charged a combined fee for both Authorization and Capture we may charge this fee on the communication of all instructions that you transmit to us from your point of sale device or other systems to our computer systems, whether the communications are for Authorization requests or any other capture of information whether or not related to any individual transaction. 6.9 A fee will be charged for each Address Verification Service (AVS) request submitted, whether or not we are able to provide a response to the request. 6.10 Clients opting out of the TransArmor Solution will be charged a Compliance Fee. The Compliance Fee covers our costs for systems maintenance and upgrades, mandatory IRS reporting, as well as costs associated with our required tracking and reporting of your PCI compliance. We will provide a monthly vulnerability “scan,” if required, of up to 5 IP addresses. Additional required scans are your responsibility. Payment of the Compliance Fee does not discharge your responsibility to maintain PCI DSS compliance at all times. 6.11 You will be charged a monthly Non-Receipt of PCI Validation fee unless, within 60 days from the date this Agreement is submitted with your signature and on an annual basis after that: a) you obtain any quarterly or other periodic PCI-approved vulnerability scans that the Card Organizatio n Rules require you to obtain (for example, if you accept Internet transactions); b) you remediate vulnerabilities identified by your scans in ways that enable you to comply with the Card Organization Rules and applicable standards (including the PCI DSS); and c) you confirm that you are following certain data security protocols by (i) completing an online self-assessment questionnaire, which we will make available to you, regarding your systems and payments acceptance practices (SAQ), or (ii) using PCI-approved methods, providing us with other written evidence of your PCI DSS compliance. If you materially change the systems you use to accept payments and you wish to avoid paying the monthly Non- Receipt of PCI Validation fee, you will need to promptly complete a new SAQ or (using PCI-approved methods) promptly provide us with other written evidence of your PCI DSS compliance. 6.12 If you believe any adjustments should be made to your Settlement Account, you must notify us in writing within 60 days after any debit or credit is or should have been effected. If you notify us after 60 days, you agree we have no obligation to investigate or effect any adjustments. Any voluntary efforts by us to assist you in investigating such matters do not obligate us to continue such investigation or to conduct any future investigation. 6.13 If you fail to pay any amounts due within 30 days of the due date set out in our merchant statement or other communication with you, then we may, in our sole discretion, charge you interest, for such time that the amount and all accrued interest remain outstanding at the lesser of 12% APR or the maximum rate permitted by applicable law 7. Electronic Funding Authorization 7.1 All payments to you shall be made through the automated clearing house system (ACH) and shall normally be electronically transmitted directly to the Settlement Account you have designated or any successor account designated to receive provisional funding of your transactions pursuant to this Agreement. You agree that any Settlement Account designated by you will be an account primarily used for business purposes. We cannot guarantee the timeframe in which payment may be credited by your financial institution. 7.2 You agree to be bound by the operating rules of the ACH and you authorize us to (a) access information from the Settlement Account; (b) initiate credit and/or debit entries by wire or ACH transfer; (c) instruct your financial institution to (i) block or to initiate, if necessary, reversing entries and adjustments for any original entries made to the Settlement Account; and (ii) provide such access and to credit and/or debit or to block the Settlement Account. 7.3 If we cannot process an ACH payment, we may (a) charge you the applicable fee set out in the Pricing Schedule; and (b) suspend all subsequent funding until a new electronic funding agreement is signed by you or you notify us that ACH payments can be processed. 7.4 Any funds pertaining to the Card transactions contemplated by this Agreement now or hereafter in our possession may be commingled with other funds of ours, or, in the case of any funds held pursuant to the foregoing paragraphs, with any other funds of other customers of ours. In addition to any rights now or hereafter granted under applicable law and not by way of limitation of any such rights, we are hereby authorized by you at any time and from time to time, without notice or demand to you or to any other Person (any such notice and demand being hereby expressly waived), to set off, recoup and to appropriate and to apply any and all such funds against and on account of your obligations to us and our respective Affiliates under this Agreement and any other agreement with us our respective Affiliates for any related equipment or related services 6 CCNGov2210 SMB/CMM Confidential (including any check services), whether such obligations are liquidated, unliquidated, fixed, contingent, matured or unmatured. 8. Chargebacks, Fines and Penalties 8.1 Cardholders and Issuers are authorized by Card Organization Rules and by law to reverse and Chargeback transactions that you submit to us. Further details are set out in the Your Payments Acceptance Guide and in the Card Organization Rules. 8.2 You are obligated to reimburse us (and authorize us to debit your Settlement Account) for (a) all refunds, credits, Chargebacks and adjustments relating to transactions that you submit for processing; and (b) any fees, fines, assessments, obligations or other charges a Card Organization imposes on us in relation to your acts or omissions or the acts or omissions of your agents or those acting on your behalf. 8.3 Refunds, Credits, returns and Chargebacks for GeP Transactions shall be treated as independent transactions with a Transaction Rate as determined by the Card Organization. 9. Your Representations and Warranties 9.1 By submitting a transaction to us, you represent and warrant that the transaction: a) is genuine and arises from a genuine sale or service that you directly sold or provided as described on your Application. (The submission of Authorization requests and/or Card transaction by you for Card sales or cash advances transacted by another business is considered laundering or factoring and is prohibited); b) represents the correct amount of the goods or services purchased by the Cardholder from your business as identified on your Application; c) is not subject to any dispute, set-off or counterclaim; d) to your knowledge is not the result of fraud and has been authorized by the Cardholder e) does not violate the law of any applicable jurisdiction, including the jurisdiction where you are located, where the Cardholder is located, or where we are located f) except for any delayed delivery or advance deposit Card transactions expressly authorized under this Agreement, included your simultaneous delivery of the goods or services to the Cardholder; and g) complies with this Agreement and Card Organization Rules. 9.2 You further represent and warrant, as of the date of this Agreement and at the time of submission of each transaction, that: a) you are validly existing, in good standing and free to enter into this Agreement; b) you have not changed the nature of your business or practices in a way not previously disclosed to us; c) each statement made on the Application or other information provided to us in support of this Agreement is true, accurate and complete and you have maintained and updated this information to keep it true, accurate, current and complete; d) you have not filed a bankruptcy petition not previously disclosed to us; e) you will not process any credit transactions that do not correspond to a previous transaction on the original sales draft; f) you will not at any time during the term of this Agreement or until all amounts have been paid in full under this Agreement, grant or pledge any security interest or lien of any type in any Reserve Account, Settlement Account or in any of the transaction proceeds to any Person without our consent; and g) where you provide FNS, SNAP or WIC Benefits (as described in the Your Payments Acceptance Guide), you are an FNS authorized merchant and are not disqualified or withdrawn from redeeming food stamp coupons or otherwise disqualified or withdrawn by FNS. 10. Limitations on Liability; Exclusion of Consequential Damages 10.1 THIS AGREEMENT IS A SERVICE AGREEMENT. USE OF THE SERVICES, SOFTWARE OR ANY EQUIPMENT (INCLUDING ANY SERVICES, SOFTWARE OR EQUIPMENT PROVIDED BY OR THROUGH A THIRD PARTY) IS AT YOUR OWN RISK AND TO THE MAXIMUM EXTENT PERMITTED BY APPLICABLE LAW THE SERVICES, EQUIPMENT AND ANY SOFTWARE IS PROVIDED “AS IS” AND WE DISCLAIM ALL REPRESENTATIONS OR WARRANTIES, EXPRESS OR IMPLIED, MADE TO YOU OR ANY OTHER PERSON, INCLUDING ANY WARRANTIES REGARDING QUALITY, SUITABILITY, MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE OR THAT SERVICES, EQUIPMENT OR ANY SOFTWARE WILL OPERATE UNINTERRUPTED OR ERROR FREE OR THAT THE SERVICES, EQUIPMENT OR SOFTWARE ARE SECURE, FREE OF 7 CCNGov2210 SMB/CMM Confidential VIRUSES OR OTHER HARMFUL COMPONENTS, OR DO NOT INFRINGE THE RIGHTS OF ANY PERSON. 10.2 IN NO EVENT SHALL WE OR OUR AFFILIATES OR ANY OF OUR OR THEIR RESPECTIVE DIRECTORS, OFFICERS, EMPLOYEES, AGENTS OR SUBCON- TRACTORS, BE LIABLE UNDER ANY THEORY OF TORT, CONTRACT, STRICT LIABILITY OR OTHER LEGAL THEORY FOR LOST PROFITS, LOST REVENUES, LOST BUSINESS OPPORTUNITIES, EXEMPLARY, PUNITIVE, SPECIAL, INCIDENTAL, INDIRECT OR CONSEQUENTIAL DAMAGES, EACH OF WHICH IS EXCLUDED BY AGREEMENT OF THE PARTIES, REGARDLESS OF WHETHER SUCH DAMAGES WERE FORESEEABLE OR WHETHER ANY PERSON HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. 10.3 NOTWITHSTANDING ANYTHING IN THIS AGREEMENT TO THE CONTRARY (INCLUDING SECTION 26): a) OUR CUMULATIVE LIABILITY FOR ALL LOSSES, CLAIMS, SUITS, CONTROVERSIES, BREACHES OR DAMAGES FOR ANY CAUSE WHATSOEVER (INCLUDING THOSE ARISING OUT OF OR RELATED TO THIS AGREEMENT AND ANY INDEMNITIES), REGARDLESS OF THE FORM OF ACTION OR LEGAL THEORY, SHALL NOT EXCEED, (I) $50,000; OR (II) THE AMOUNT OF FEES RECEIVED BY US UNDER THIS AGREEMENT FOR SERVICES PERFORMED IN THE IMMEDIATELY PRECEDING 12 MONTHS, WHICHEVER IS LESS; b) ANY LIABILITY THAT WE MAY HAVE TO YOU FOR ANY DELAY IN FUNDING TRANSACTIONS WILL BE LIMITED TO INTEREST COMPUTED FROM THE DATE THAT YOU SUBMIT THE TRANSACTION TO THE DATE THAT WE FUND THE TRANSACTION AT THE RATE OF THE FEDERAL FUNDS AS SET BY THE FEDERAL RESERVE BANK OF NEW YORK, NEW YORK, LESS ONE PERCENT (1%); AND c) OUR LIABILITY ARISING OUT OF OR IN ANY WAY CONNECTED WITH ANY EQUIPMENT OR SOFTWARE SHALL NOT EXCEED THE PURCHASE PRICE OR PRIOR TWELVE MONTH’S RENT OR FEES, AS APPLICABLE, PAID TO US FOR THE PARTICULAR EQUIPMENT OR SOFTWARE INVOLVED. 11. Communications with Customers through the Services 11.1 You shall provide and obtain any disclosures and consents related to the E-SIGN Act that may be required in connection with your communications and agreements with your customers through the Services. 11.2 If you are able to discern any information about a particular entity or individual from the information available through Insightics or any other Service, either alone or with other information in your possession, you agree that the information may be subject to certain privacy, marketing, insider trading, or other applicable laws and you shall limit your use and disclosure of that information in accordance with all applicable laws. 11.3 With respect to each customer who desires to receive marketing material, transaction receipts or other communications from you via text message or email, such customer must give the appropriate consent in writing; you are NOT permitted to add or modify a customer’s consent indication on behalf of the Customer. 11.4 You (or your agents acting on your behalf) shall only send marketing materials or other communications to a customer’s provided phone number, street address, and/or email address if the customer has specifically consented in writing executed by the customer. 11.5 If you offer any loyalty program to customers through the Services or otherwise, you are solely responsible for any and all offerings made available to customers in connection with your loyalty program (each, an Offer). The Offer and all of the related information, including branding (trademarks and logos) and images (collectively, the Content) are provided and determined by you. You are solely responsible for ensuring the accuracy of the Offer and Content. 11.6 By providing Content to us as part of our Services, you grant us the right and license to use, modify (e.g. for formatting and display purposes), publicly perform, publicly display, reproduce and distribute such Content on and through the Services, including any Software we make available to you. This license includes the right for us to make Content available to other users who may access and use your Content. 11.7 You are solely responsible for (a) fulfilling the terms of your Offers and determining the criteria for your customers to earn and redeem perks, rewards, stamps, credits or incentives (Rewards); and (b) honoring Rewards for eligible customers who earn those Rewards and you agree not to withdraw or terminate any Offer after it has been made publicly available to your customers without offering a reasonable alternative method for customers to redeem any Rewards related to the Offer. 11.8 You are solely liable for, and we shall have no liability in relation to, any costs or expenses (including refunds) associated with your Offers or Rewards or your failure to issue, accept, fulfill or redeem any Rewards 12. Confidentiality 12.1 You shall safeguard all confidential information we supply or otherwise make accessible to you (including the terms of this Agreement) using a reasonable degree of care. You shall only use our confidential information for the 3 3 8 CCNGov2210 SMB/CMM Confidential purposes of this Agreement and shall not disclose our confidential information to any person, except as we may agree in advance and in writing. We acknowledge that you may be subject to public records laws for the State in which you are located and any non-exempt public records, which may include our confidential information, are subject to inspection and copying upon request by the public. If a Public Records request is made for our confidential information, you will provide us 10 days’ prior notice of your intent to disclose the records so that we may seek a protective order or take other court action. If no such action is filed, you may disclose the records. At our request you shall return to us or destroy all of our confidential information in your possession or control. 12.2 You agree that breach of the restrictions on use or disclosure of our confidential information would result in immediate and irreparable harm to us, and money damages would be inadequate to compensate for that harm. We shall be entitled to equitable relief, in addition to all other available remedies, to redress any breach. 12.3 You may submit comments or ideas about our Services, including about how to improve our Services. By submitting any idea, you agree that: (a) we expressly disclaim any confidentiality obligations or use restrictions, express or implied, with respect to any idea; (b) your submission will be non-confidential; and (c) we are free to use and disclose any idea on an unrestricted basis without notifying or compensating you. You release us from all liability and obligations that may arise from our receipt, review, use or disclosure of any portion of any idea. 13. Use of Data 13.1 You agree we may use Transaction Data for the purpose of providing additional products and services to you, other merchants, or third parties. This includes using Cardholder information, dates, transaction details, and other Transaction Data to provide you with analytics products and services as well as collecting using Transaction Data aggregated with other merchants’ transaction data to provide you, other merchants, third parties with analytic products and services. 13.2 In the course of providing Services, we may collect information relating to activities on your network, including network configuration, TCP/ IP packet headers and contents, log files, malicious codes, and Trojan horses. We retain the right to use this information or aggregations of this information, in addition to the Transaction Data described above, for any reasonable purpose. 13.3 You agree that we may obtain relevant information from any applicable telecommunications provider you utilize, as necessary to investigate any allegation of fraud, suspected fraud or other actual or alleged wrongful act by you in connection with the Services. 14. Intellectual Property Rights 14.1 All right, title, and interest in and to all confidential information and intellectual property related to the Services (including the Marks, all Software, the content of any materials, web screens, layouts, processing techniques, procedures, algorithms, and methods and any updates, changes, alterations, or modifications to or derivative works from such intellectual property), owned, developed or licensed by us prior to, during the term of, or after this Agreement, or employed by us in connection with the Services, shall be and remain, as among the Parties, our or our affiliates’, our vendors’ or our licensors’ (as applicable) sole and exclusive property and all right, title and interest associated with the Services, Equipment and Software not expressly granted by us in this Agreement are deemed withheld. You may not use our Marks in any manner, including in any advertisements, displays, or press releases, without our prior written consent. 14.2 You may not, nor may you permit any third party to do any of the following: (a) decompile, disassemble, reverse engineer, or otherwise attempt to reconstruct or discover by any means any source code, underlying ideas or algorithms of the Service, Software or Equipment (or any part), except to the extent that such restriction is expressly prohibited by law; (b) modify, translate, or alter in any manner, the Service, Software or Equipment (or any part) or the Marks; (c) create derivative works of or based on the Service (or any part), Software or the Marks; (d) except for backup and archival purposes, directly or indirectly copy the Service or any Software (or any part); (e) republish, upload, post, transmit, disclose, or distribute (in any format) the Service or Software (or any part) except as permitted in this Agreement; or (f) remove, relocate, or otherwise alter any proprietary rights notices from the Service, Software or documentation (or any part) or the Marks. 14.3 If we provide you with copies of or access to any Software or documentation, unless otherwise expressly stated in writing, that Software and documentation is provided on a personal, non-exclusive, non-transferable, non-assignable, revocable limited license for the period of your subscription to the applicable Service and solely for you to access and use the Software and documentation to receive the relevant Services for its intended purpose on systems owned or licensed by you. Software can only be used with certain computer operating systems and it is your responsibility to ensure that you have the appropriate hardware and software to use the Software. 9 15.3 Processor may not assign or transfer this Agreement to any other Person w ithout your prior written consent (such consent not to be unreasonably withheld by you). Subject to Card Organization Rules, Bank may assign or transfer this Agreement and its rights, duties and obligations hereunder, in whole or in part, to any Person, whether in connection with a change in sponsorship, as set forth in the preceding paragraph, or otherwise, without notice to you or your consent. In addition, another Visa and Mastercard member may be substituted for Bank under whose sponsorship this Agreement is performed with respect to Visa and Mastercard transactions. Upon such substitution, such other Visa and Mastercard member shall be responsible for all Confidential 14.4 You shall not take any action inconsistent with the stated title and ownership in this Section 14. You will not file any action, in any forum that challenges the ownership of any part of the Service or any Software, materials or documentation. Failure to comply with this provision will constitute a material breach of this Agreement. We have the right to immediately terminate your access to and use of the Service in the event of a challenge by you. 14.5 If you are acquiring any Services on behalf of any part of the United States Government (Government): (a) any use, duplication, or disclosure by the Government is subject to the restrictions set forth in subparagraphs (a) through (d) of the Commercial Computer Software-Restricted Rights clause of FAR 52.227-19 when applicable, or in subparagraph (c)(1)(ii) of the Rights in Technical Data and Computer Software clause at DFARS 252.227-7013, and in similar clauses in the NASA FAR Supplement; and (b) we are the contractor/manufacturer, with the address set forth in this Agreement. 15. Assignment 15.1 Any transfer or assignment of this Agreement by you, without our prior written consent (such consent not to be unreasonably withheld by us), by operation of law or otherwise, is voidable by us and, in such event we may: (a) suspend Services at any time and without notice, (b) hold you and your guarantors liable for all obligations incurred by such purchaser or transferee, and (c) offset funding and obligations incurred on your accounts without regard to whether such funding or obligations relate to activities of you or of such purchaser or transferee. 15.2 If you make an assignment (or provide a security interest) of receivables covered by this Agreement, then we may, at our option, elect to: (a) refuse to acknowledge such assignment unless accompanied by an authorization to both initiate debits or credits to the bank account of the assignee; (b) terminate this Agreement immediately; or (c) charge for any transfers that we are called upon to make manually to fulfill such an assignment at the rate of $100 per transfer. obligations required of Bank, including full responsibility for its Card program and such other obligations as may be expressly required by applicable Card Organization Rules. 15.4 If this Agreement is assigned with our permission or by operation of law, the restriction against assignment shall continue to apply to the assignee, who will not be authorized to further assign this Agreement except as described in this Section. 16.Terms; Events of Default 16.1 This Agreement becomes effective only when approved by our Credit Department. We reserve the right to immediately suspend or terminate your account and this Agreement if you fail to meet our credit policies even if your account has been activated to submit transactions prior to your approval by our Credit Department. 16.2 The initial term of this Agreement is three years from the date of your approval by our Credit Department (the Initial Term). After the Initial Term, subject to Section 16.3, this Agreement shall automatically extend for additional period of one year each (each an Extended Term). 16.3 A party may give written notice to the other party, not later than 30 days before the end of the Initial Term or the relevant Extended Term, to terminate this Agreement at the end of the Initial Term or the relevant Extended Term, as the case may be. Should you fail to notify us in writing that you wish to terminate this Agreement under this Section 16.3 you agree that you will continue to be charged certain fees pursuant to this Agreement even if you are not using your account. If you have an equipment lease, termination of this Agreement does not terminate that equipment lease. 16.4 We may terminate this Agreement or suspend any or all of the Services immediately and without notice in the following circumstances (each, a Default): a) a material adverse change in your business, financial condition, or business prospects; b) any assignment or transfer of voting control of you or your parent or sale of all or a substantial portion of your assets; c) irregular Card sales by you, excessive Chargebacks, noncompliance with any applicable data security standards, as determined by Servicers, or any Card Organization, or any other Person, or an actual or suspected data security breach, or any other circumstances which, in our sole discretion, may increase our exposure for your Chargebacks or otherwise present a financial or security risk to us; CCNGov2210 SMB/CMM 3 10 CCNGov2210 SMB/CMM Confidential d) you breach any of your representations, warranties or covenants in this Agreement or you default in any material respect in the performance or observance of this Agreement or in any agreement with any of our respective Affiliates, including the establishment or maintenance of funds in a Reserve Account or any failure to notify us of any change to the information in your merchant profile; e) your actions come under investigation by any Card Organization resulting in the Card Organization directing us to terminate or suspend our Services or Agreement with you; or f) you violate any applicable law or Card Organization Rule or we reasonably believe that termination of this Agreement or suspension of Services is necessary to comply with any law, including the rules and regulations promulgated by the Office of Foreign Assets Control of the U.S. Department of the Treasury. 16.5 We may suspend or terminate this Agreement or our provision of one or more Services to you without penalty if: (a) the Service is generally discontinued; (b) our arrangement with the Card Organization or third party vendor in relation to the Service expires or terminates; (c) we are directed to end the service to you by any Card Organization; (d) we are prevented from providing the Service by any law, regulation, requirement, ruling or notice issued in any form whatsoever by judicial or governmental authority; or (e) we are for any other reason no longer able to provide the Service. 16.6 We may also suspend Services to: (a) prevent damages to, or degradation of, our or a third party vendor or network’s network integrity that may be caused by a third party; (b) comply with any law, regulation, court order or other governmental request which requires immediate action; or (c) otherwise protect us or a third party vendor from potential legal liability. To the extent commercially reasonable, we shall give notice to you before suspending any Services in these circumstances. If not commercially reasonable to give prior notice, we shall give notice to you as soon as commercially practicable thereafter. Availability of Services may vary due to events beyond the control of us or our third party vendors. In the event of a suspension of a Service under this Section, we or the applicable third party vendor shall promptly restore the Services after the event giving rise to the suspension has been resolved. 16.7 Subject to Section 16.8, you can terminate this Agreement if we notify you of an increase to your fees or add new fees and you notify us that you are terminating this Agreement within 30 days of our notice. If you do not notify us in the required period, you are deemed to have accepted the fee changes. 16.8 Your right to terminate under Section 16.7 does not apply to increases in rates or any other charges or new fees imposed on us by third parties (including the Card Organizations) which we pass on to you in accordance with Section 6.5 or where we adjust your fees in accordance with Section 6.4. Any termination in these circumstances shall be considered a breach of this Agreement 16.9 The expiration or termination of this Agreement shall not affect the obligations and rights of the parties pursuant to provisions of this Agreement which by their terms are intended to survive, including Sections 8, 10, 12, 14, 17, 19, 26 and 27. After expiration or termination of this Agreement or your subscription to a particular Service for any reason: (a) your right and license to access and use the Software and documentation associated with the Service shall immediately cease and, within five (5) days after such event, you shall either return to us or destroy all Software and documentation provided to you by us and shall so certify to us in writing; and (b) you shall continue to bear total responsibility for all transactions you have submitted to us and all Chargebacks, fees, Card Organization fines imposed on us as a result of your acts or omissions, credits and adjustments resulting from Card transactions processed pursuant to this Agreement, and all other amounts then due or which may become due under this Agreement. On termination due to a Default, all amounts owing to us shall be immediately due and payable. 16.10 If you file for protection under the U.S. bankruptcy code or any other laws relating to bankruptcy, insolvency, assignment for the benefit of creditors or similar laws, and you continue to use our Services, it is your responsibility to open new accounts to distinguish pre and post filing obligations. You acknowledge that as long as you utilize the accounts you established prior to such filing, we will not be able to systematically segregate your post-filing transactions or prevent set-off of the pre-existing obligations. In that event, you will be responsible for submitting an accounting record supporting any adjustments that you may claim. 16.11 The Card Organizations maintain merchant lists such as the Member Alert To Control High-risk (Merchants) (MATCH) who have had their merchant agreements or card acceptance rights terminated for cause. If this Agreement is terminated for cause, you (a) agree that we may report your business name and the names and other information regarding your principals to the Card Organizations for inclusion on such list(s); and (b) waive and hold us harmless from and against any and all claims which you may have as a result of such reporting. 3 11 CCNGov2210 SMB/CMM Confidential 17. Reserve 17.1 You agree that in addition to any other rights we have under this Agreement, we may establish a Reserve consisting of cash or other assets that we will hold to satisfy your obligations or potential obligations under this Agreement or any other agreement with us or our Affiliates. 17.2 The amount of the Reserve shall be set by us in our sole discretion based upon your processing history and the potential risk of loss to us, as we may determine. 17.3 The Reserve shall be fully funded upon three days’ notice to you or immediately in instances of suspected fraud or a Default. 17.4 The Reserve may be funded by all or any combination of: (a) one or more debits to your Settlement Account or any other accounts held by Bank or any of its Affiliates, at any financial institution maintained in your name or in the name of any of your principals, or any of your guarantors, or if any of same are authorized signers on such account; (b) any payments otherwise due to you from us or our Affiliates; or (c) any other collateral that you agree to provide and we agree to accept in our mutual discretion. 17.5 If this Agreement is terminated by any party, an immediate Reserve may be established without notice in the manner provided above. In these circumstances, the Reserve will be held by us for 10 months after termination of this Agreement or for such longer period of time as is consistent with resolution of all liability from your Card acceptance including Chargebacks, fines, fees or obligations of any other kind. 17.6 Any funds we hold in Reserve represent general payment obligations to you which do not become due until all potential contingent liabilities arising from your Card transactions have expired or lapsed. We may set-off any obligations that you owe to us before returning the balance of the Reserve. Unless specifically required by law, you shall not be entitled to interest on any funds held by us in the Reserve, and we shall be entitled to accrued interest in such funds. 17.6 If any funds we hold in Reserve are not sufficient to cover the Chargebacks, adjustments, fees and other charges and amounts due from you, or if the funds in Reserve have been released, you agree to promptly pay us such sums upon request. 18. Account Information 18.1 You are solely responsible for: (a) ensuring the accuracy of all information and data regarding your business that you provide to us or our service providers in connection with the Services, including any menus loaded onto a Device; (b) verifying that all information and data loaded onto a Device by us or our service providers at your request are accurate prior to your business use of such Device; and (c) immediately notifying us should any information you have provided to us become inaccurate or misleading. We and our service providers disclaim any and all liability arising out of any inaccuracies with respect to such information or data. 18.2 Upon request, you will provide us and our Affiliates quarterly financial statements within 45 days of the end of each fiscal quarter and annual audited financial statements within 90 days of the end of each fiscal year. Any financial statements provided must be prepared in accordance with generally accepted accounting principles. You will also provide other information concerning your business and your compliance with the terms and provisions of this Agreement as we may reasonably request. 18.3 You authorize us and our Affiliates to obtain from third parties financial and credit information relating to you in connection with our determination whether to accept this Agreement and our continuing evaluation of your financial and credit status. We may also access and use information which you have provided to us for any other reason. 18.4 Upon request, you shall provide to us and our Affiliates or our representatives or regulators (as well as those of the Card Organizations) reasonable access to your facilities and records for the purpose of performing any inspection (including of Equipment) and copying of books and records deemed appropriate. You shall pay the costs incurred by us or our Affiliates for such inspection, including costs incurred for airfare and hotel accommodation. 18.5 You authorize us to share information provided by you in your Application or otherwise with other relevant organizations, including those involved in the provision of the Services. 19.Audit Rig hts 19.1 Upon notice to you, we may audit your usage, records and security, your customer’s payment processing information, and the Services to ensure that (a) you are using the Services in full compliance with this Agreement; (b) all applicable fees have been paid; and; (c) you are in full compliance with all applicable laws, regulations and rules (including Card Organization Rules). Any such audit shall be conducted during regular business hours at your offices and shall not interfere unreasonably with your business. 19.2 You shall cooperate fully with any investigation or audit we or any Card Organization may undertake in relation to data security and you authorize us to share the details of any 12 CCNGov2210 SMB/CMM Confidential questionnaire or compliance report with the Card Organizations 20. Software Updates and Maintenance 20.1 We may perform maintenance on Software or Services which may result in service interruptions, delays, or errors. We will not be liable for any such interruptions, delays, errors, or bugs. You agree that we may contact you in order to assist you with the Software or Services and obtain information needed to identify and fix any errors. 20.2 We may, at our discretion, release enhancements, improvements or other updates to any Software. If we notify you of any such update, you shall integrate and install such update into your systems within thirty (30) days of your receipt of such notice. You acknowledge that failure to install any updates in a timely fashion may impair the functionality of the Software or Services. We shall have no liability for your failure to properly install the most current version of any Software or any update, and we shall have no obligation to provide support or services for any outdated versions. 20.3 You acknowledge and understand that certain Software can automatically install, download, and/or deploy updated and/or new components, which may include a new version of the Software itself. You shall not, in any event or in any manner, impede the update process. You agree to assume full responsibility and indemnify us for all damages and losses, of any nature, for all adverse results or third party claims arising from your impeding the update process. 20.4 We and our Wireless Vendor(s) reserve the right to make changes in the configuration of Wireless Services, Wireless Networks, Wireless Equipment, Wireless Software, rules of operation, accessibility periods, identification procedures, type and location of equipment, allocation and quantity of resources utilized, programming languages, administrative and operational algorithms and designation of the control center serving you at the particular address. 20.5 The default version and functionality of Clover software applications that are accessible at the time you acquire a Clover Device may vary. 21. Accessing Services via wireless services, the Internet or third parties 21.1 You may access certain of our Services through a Device using a wired (ethernet) or wireless (WiFi or cellular) connection to the internet. You are solely responsible for the payment of any fees that may be imposed by your internet/data provider. Your use of any Services accessed wirelessly or through the internet is subject to: (a) the terms of any agreements you have with your internet/data provider; and (b) availability, transmission range and uptime of the services and any wireless equipment. 21.2 You agree that we shall not be liable to you for any claims, damages, losses, obligations, costs or expenses or other liability arising directly or indirectly from or otherwise concerning (a) any termination, suspension, delay or disruption of service (including billing for a service) by the internet, any common carrier or any third party service provider; (b) any failure, disruption or malfunction of any of the Services, the Internet, or any communications network, facility or equipment beyond our or a third party’s reasonable control, whether or not attributable to one or more common carriers; (c) your failed attempts to access any Services or to complete transactions via any of the Services; or (d) any failure to transmit, obtain or collect data or for human, machine or software errors or faulty or erroneous input by you. 21.3 We may alter which Devices and browsers are approved as compatible with particular Services in our discretion. 21.4 If a Service relies on online connectivity to provide up- to-date data, you assume all risk, responsibility and liability associated with any transaction that you choose to conduct while the Service is offline. 22. Service Integration 22.1 Unless otherwise agreed in writing, you have the sole responsibility to select and employ any competent programming agent(s) to accomplish any programming required to make your systems f unction correctly with our platforms (Integration). You shall be responsible for all technical support for your systems and Integration related issues. You agree that you will use commercially reasonable efforts to complete any Integration as soon as possible. You will be responsible for all of your own development and implementation costs associated with such Integration. 22.2 You acknowledge that unless and until you complete any Integration, no Services which require such Integration shall need be provided by us to you pursuant to this Agreement. 22.3 Upon your request to us, and upon payment of any applicable fees, we may provide you with set-up services to assist with any Integration. 23. Security 23.1 You are solely responsible for establishing and maintaining Card Organization Rule compliant security policies and procedures to prevent unauthorized access to and use of Cardholder Information or any other data, including by implementing: (a) all steps required to comply 13 24.1 We will sell to you, and you will buy from us Equipment identified in Equipment Documents as being sold to you (individually and collectively, the Purchased Equipment). We Confidential with the PCI DSS, including ensuring all third parties and software use by you in connection with your payment processing are compliant with PCI DSS; (b) appropriate controls to limit access to, and render unreadable prior to discarding, all Cardholder Information and other data; (c) firewalls, passwords and other appropriate security features to protect against unauthorized access to your terminals, systems, the Services and any Software by your employees, contractors, customers, or by any other person (including instituting appropriate co ntrols to prevent employees or others from submitting credits that do not reflect bona fide returns or reimbursements of earlier transactions); and (d) any other reasonable protective techniques suggested by us. You are required to provide information to us regarding your PCI-DSS compliance when requested, including but not limited to an annual questionnaire that we will make available to you. 23.2 If you become aware of any loss, theft or unauthorized use of any data and/or any suspected breach of your systems or any suspicious transactions or fraudulent activity or if any other Data Security Event occurs, you shall (a) immediately notify us (and, as required under the Card Organization Rules, each Card Organization); (b) cooperate fully with any investigation into such matter by us or any Card Organization; (c) investigate the matter and perform all remedial actions reasonably specified by us; (d) not, without our prior written consent, take any action, or fail to take any action, which prejudices our rights under this Agreement; (e) not admit any liability, assume any financial obligation, pay any money, or incur any expense in connection with any Data Security Event without our prior written consent. If you do so, it will be at your own expense; and (f) grant us and our vendors the right to access and perform a scan of the IP addresses identified within your profile (and you agree and authorize payment for the additional scan). We reserve the right to deny you access to the Services, in whole or in part, if we believe that any loss, theft or unauthorized use of any data or access information has occurred. 23.3 You are responsible for all electronic communications sent to us or to any third party. When we receive communications from you we will assume you sent it to us. 23.4 You will not obtain ownership rights in any Cardholder Information. You must not use, disclose, store, sell or disseminate any Cardholder Information except for purposes of authorizing, completing and settling Card transactions and resolving any Chargebacks, retrieval requests or similar issues involving Card transaction. 24. Supply of Equipment will rent to you and you agree to accept and rent from us Equipment identified in Equipment Documents as being rented to you (individually and collectively, the Rental Equipment). 24.2 Any Equipment sold or rented to you is being sold or rented to you solely for business use and not for household or personal use. 24.3 Warranties, if any, for the Equipment or any related Software will be contained within the packaging and originate from the applicable third party provider or manufacturer (Vendor) not us. 24.4 YOU ACKNOWLEDGE THAT ANY EQUIPMENT AND/OR SOFTWARE YOU PURCHASE OR RENT FROM US MAY NOT BE COMPATIBLE WITH ANOTHER PROCESSOR’S SYSTEMS. WE DO NOT HAVE ANY OBLIGATION TO MAKE SUCH SOFTWARE AND/OR EQUIPMENT COMPATIBLE WITH ANY OTHER PROCESSING SYSTEMS. IF YOU ELECT TO USE ANOTHER PROCESSING SERVICE PROVIDER ON TERMINATION OF THIS AGREEMENT, YOU ACKNOWLEDGE THAT YOU MAY NOT BE ABLE TO USE THE EQUIPMENT AND/OR SOFTWARE RENTED OR PURCHASED UNDER THIS AGREEMENT. 24.5 We will provide you supplies as requested by you. You shall pay the purchase price for such supplies, plus shipping and handling charges, including all applicable tax, prior to delivery of the supplies or upon invoice, as specified by us, or at our option, such amounts will be collected by us by debits or deductions pursuant to this Agreement. 24.6 We will deliver the Equipment to the site you designate. You are deemed to have accepted each piece of Equipment at the earlier of: (a) your actual acceptance after installation; (b) delivery to you if your site is not prepared and ready for installation; or (c) for Equipment that we have not agreed to install for you, seven (7) days after shipment of each such piece of Equipment. The rental period for each piece of Rental Equipment starts on the date the Equipment is deemed accepted and terminates at the scheduled termination date in the Equipment Documents. 24.7 You will prepare the installation site(s) for the Equipment, including the power supply circuits and phone lines, in conformance with the manufacturer’s and our specifications and will make the site(s) available to us by the confirmed shipping date. Any alterations required for installation of Equipment will be done at your expense. 24.8 You shall cause the Equipment to be operated by competent and qualified personnel in accordance with any operating instructions furnished by us or the manufacturer. You shall not use the Equipment, or permit the Equipment to CCNGov2210 SMB/CMM 14 CCNGov2210 SMB/CMM Confidential be used, in any manner or for any purpose for which the Equipme nt is not designed or reasonably suited. 24.9 You may not relocate, remove, disconnect, modify or in any way alter any Equipment without our prior consent. 24.10 You are responsible for safeguarding Equipment from (and shall immediately notify us of any) loss, damage, unauthorized use, misuse or theft. 24.11 You shall keep the Rental Equipment adequately insured against loss by fire, theft and all other hazards (comprehensive coverage). The loss, destruction, theft of or damage to the Rental Equipment does not relieve you of your obligation to pay the full purchase price or rent payable under this Agreement. 24.12 If Equipment is defective, you must immediately call the POS Help Desk. If necessary, we will assist you in obtaining replacement Equipment. If you fail to return any defective Equipment, you may be responsible for its replacement value and for any legal and/or collection costs incurred by the Equipment owner in connection with recovering Equipment. 24.13 Rented Equipment may not be subleased at any time and you must keep all Equipment free of any claims, liens and legal processes initiated by creditors. 24.14 Promptly upon termination of all applicable rental periods or promptly following any action by us following a Default, you shall deliver possession of all Rental Equipment (including all attachments and parts) to us at your cost in the same operating order, repair, condition and appearance that the Rental Equipment had at the time of its delivery to you, except for reasonable wear and tear. For each item of Rental Equipment not so returned 14 calendar days after (a) termination of the applicable rental period, or (b) any action by us following a Default, you agree to pay us the greater of $250 or the fair market value of such item of Equipment if it were in the condition described above, as determined by us. 24.15 Except for Purchased Equipment that has been paid for in full, the Equipment shall remain our personal property and shall not under any circumstances be considered to be a fixture affixed to your real estate. You shall permit us to affix suitable labels or stencils to the Equipment indicating our ownership. 24.16 You shall return Equipment in accordance with the procedure set out in the Your Payments Acceptance Guide. Rental fees may be continued until Equipment is returned. 24.17 You hereby grant to us a security interest in (a) all Purchased Equipment and the related Software to secure payment of the purchase price; and (b) all Rental Equipment and the related Software to secure payment of the monthly payments and authorize us to file financing statements with respect to the Equipment and the Software in accordance with the Uniform Commercial Code, signed only by us or signed by us as your attorney-in-fact. 24.18 You agree that in order to access any Wireless Services, you must use wireless POS Terminals and accessories approved for use with the Wireless Services by us in our sole discretion (Wireless Equipment). 24.19 You agree to obtain any and all licenses, permits or other authorizations required by the Federal Communications Commission (FCC) or any other regulatory authority, if any, for the lawful operation of any Wireless Equipment used by you. You shall promptly provide us with all such information as we may reasonably request with respect to matters relating to the rules and regulations of the FCC. 25. Compliance with Laws 25.1 You shall comply fully with the requirements of all applicable federal, state and local laws and regulations related to your use of Software, Equipment and each Service and provision and use of any Cardholder Information, customer information and other point of sale data in connection with the Services. You shall not use the Services for illegal purposes. 25.2 You are solely responsible for obtaining all required permits and monitoring legal developments applicable to the Services and the operation of your business, interpreting applicable laws and regulations, determining the requirements for compliance with all applicable laws and regulations, and maintaining an on-going compliance program. 25.3 NOTWITHSTANDING THE CAPABILITY OF CERTAIN SERVICES TO COLLECT AND STORE CUSTOMER INFORMATION AND TO ALLOW YOUR CUSTOMERS TO ELECT TO RECEIVE MARKETING MATERIALS FROM YOU, SOME STATES MAY LIMIT YOUR USE OF SUCH INFORMATION ONCE COLLECTED, EVEN IF THE CUSTOMER HAS PROVIDED HIS CONSENT, AND/OR YOUR DISCLOSURE OF SUCH INFORMATION TO THIRD PARTIES. YOU ACKNOWLEDGE AND AGREE THAT (a) YOUR USE OF ANY CUSTOMER INFORMATION OBTAINED IN CONNECTION WITH THE SERVICES MAY BE SUBJECT TO LOCAL, STATE, AND/OR FEDERAL LAWS, RULES, AND REGULATIONS, (b) YOU ARE SOLELY RESPONSIBLE FOR KNOWING SUCH LAWS, RULES, AND REGULATIONS, AND (c) YOU WILL AT ALL TIMES STRICTLY COMPLY WITH ALL SUCH LAWS, RULES, AND REGULATIONS. 15 CCNGov2210 SMB/CMM Confidential 26. Responsibilities 26.1 You agree to be fully responsible for and hold us, our Affiliates and third party service providers harmless from and against all losses, liabilities, damages and expenses arising from: (a) any breach or misrepresentation by you under this Agreement; (b) your or your employees’ or your agents’ negligence or willful misconduct, in connection with Card transactions or otherwise arising from your provision of goods and services to Cardholders; (c) your use of the Services, including any Software or Equipment provided under this Agreement; (d) any third party indemnifications we are obligated to make as a result of your actions (including indemnification of any Card Organization or Issuer); (e) your use of any Cardholder Information or other customer information obtained in connection with your use of the Services; (f) the content or delivery of any marketing messages that you send or cause to be sent to any customer; or (g) any other persons authorized or unauthorized access and/or use of any Service, Software or Equipment, whether or not using your unique username, password, or other security features. 26.2 Subject to the limitations set forth in Section 10.3, we agree to agree to be fully responsible for and hold you harmless from and against all losses, liabilities, damages and expenses directly resulting from any breach or misrepresentation by us under this Agreement or directly arising out of our or our employees’ gross negligence or willful misconduct in connection with this Agreement; provided that this obligation shall only apply to Bank in relation to the services provided by it hereunder. 27.Dispute Resolution The parties agree to resolve disputes in accordance with this section. 27.1 Informal Resolution. In the event of any dispute or disagreement between the parties arising out of or relating to this Agreement (the “Dispute”), either party (“Notice Party”) may provide written notice to the other party (“Receiving Party”) in an attempt to informally resolve the Dispute, including a description of the issues (“Initial Notice”). If the parties’ authorized representatives do not resolve the Dispute within ten (10) business days of delivery of the Initial Notice, then each party shall immediately refer the Dispute to an executive at the Vice President level. No proceedings for the resolution of such Dispute may begin until it has been elevated to the Vice President level, and the Vice President concludes, after a good faith effort to resolve the Dispute, that resolution through continued discussion is unlikely. 27.2 Litigation. Any Dispute not resolved within sixty (60) calendar days after a good faith effort to resolve the Dispute informally pursuant to Section 27.1 may be submitted to litigation. The parties agree that any litigation involving any Claim, regardless of whether the Claim is in contract, tort (including negligence), or otherwise or is legal or equitable in nature, that arises out of this Agreement that relates to the Services or the subject matter of this Agreement be brought exclusively in any appropriate state or federal court located in the State in which you are located. 27.4 Choice of Law; Venue. This Agreement shall be governed by and construed in accordance with the laws of the State in which you are located (without regards to its choice of law provisions). The exclusive venue for any actions or claims arising under or related to this Agreement shall be in the appropriate state or federal court located in the State in which you are located. 27.5 Nothing in this Agreement will abrogate the defense of sovereign or governmental immunity if otherwise available to you. 28. Notices 28.1 All notices and other communications required or permitted under this Agreement (other than those involving normal operational matters relating to the processing of Card transactions) shall be in writing and sent: a) if to you, to your email address or postal address appearing on the Application; b) if to Processor, to its address appearing on the confirmation page, with a copy to Attention: General Counsel’s Office, 3975 N.W. 120th Avenue, Coral Springs, FL 33065; and c) if to Bank, to the address appearing on the confirmation page. 28.2 Notices shall be effective when actually received or, if sent by courier, when delivered. Notices sent to your last known e-mail address or postal address, as indicated in our records, shall constitute effective notice to you under this Agreement. 28.3 You must give us 30 days prior notice of any change to your address. Failure to provide us with a valid address may result in the termination of this Agreement. 28.4 Notwithstanding the above, all bankruptcy, credit reporting or collection related notices must be sent to the following address: Merchant Services Department, P.O. Box 675799 Marietta, GA 30006 Attn: Bankruptcy and Collection Notifications. 16 CCNGov2210 SMB/CMM Confidential 28.5 All notices must include your name(s) and merchant number(s). 29. Communications 29.1 You agree that we, our affiliates and our third party subcontractors and/or agents, may use, in addition to any live agent calls, an automatic telephone dialing system, an artificial or pre-recorded voice, or both, to contact you at the telephone number(s) you have provided, and/or may leave a detailed voice message if you are unable to be reached, even if the number provided is a cellular or wireless number or if you have previously registered on a Do Not Call list or requested not to be contacted for solicitation purposes. 29.2 You consent to receiving commercial electronic messages, including email messages, SMS and text messages, and telephone calls, from us, our Affiliates, and our third party subcontractors and/or agents. 30. Whole Agreement; Waiver; Severability 30.1 This Agreement constitutes the entire Agreement between the parties with respect to its subject matter, and supersedes any previous agreements and understandings. 30.2 A party’s waiver of a breach of any term or condition of this Agreement shall not be deemed a waiver of any subsequent breach of the same or another term or condition. 30.3 Except with respect to Section 27, the parties intend every provision of this Agreement to be severable, and, if any part of this Agreement is not enforceable, the remaining provisions shall remain valid and enforceable. 31. Amendment 31.1 We may modify this Agreement (including changing the fees or adding new fees) by 20 days written notice to you. Subject to Section 31.2, you may choose not to accept the change by terminating this Agreement by written notice within 30 days of our notice. 31.2 Notwithstanding Section 31.1, we may at any time modify this Agreement in accordance with Section 6.5 or to reflect changes in applicable law, the Card Organization Rules or security procedures and your right of termination shall not arise in such circumstances. 32. Third Party Beneficiaries 32.1 Our Affiliates and any Persons we use in providing the Services are third party beneficiaries of this Agreement and each of them may enforce its provisions as if they are a party to it. The rights of the parties to rescind or agree to any variations, waiver or settlement under this Agreement are not subject to the consent of any Person. 32.2 Except as expressly provided in this Agreement, a person who is not a party to this Agreement shall have no rights or remedies under this Agreement. 33. 6050W of the Internal Revenue Code 33.1 Under Section 6050W of the Internal Revenue Code, you will receive a Form 1099- K reporting the gross dollar amount of card transactions processed through your merchant account with us in each year. 33.2 Amounts reportable under Section 6050W are subject to backup withholding requirements. We will be required to perform backup withholding by deducting and withholding income tax from reportable transactions if (a) you fail to provide your taxpayer identification number (TIN) to us, or (b) if the IRS notifies us that the TIN (when matched with the name) provided by you is incorrect. Accordingly, to avoid backup withholding, it is very important that you provide us with the correct name and TIN that you use when filing your tax return that includes the transactions for your business. 34. Export Compliance 34.1 You agree not to export or re-export any Software or Equipment or any underlying information except in full compliance with all applicable laws and regulations. 34.2 None of the Software or Equipment or any underlying information may be down- loaded or otherwise exported or re-exported (a) to any country to which the United States has embargoed goods (or any national or resident thereof); (b) to anyone on the United States Treasury Department’s list of Specially Designated Nationals or the United States Commerce Department’s Table of Deny Orders; or (c) in any manner not in full compliance with the requirements of the United States Bureau of Industry and Security and all applicable Export Administration Regulations. 34.3 If you have rightfully obtained Software or Equipment or any underlying information outside of the United States, you agree not to re-export the same except as permitted by the laws and regulations of the United States and the laws and regulations of the jurisdiction in which you obtained it. You warrant that you are not located in, under the control of, or a national or resident of any such country or on any such list. 35. No Investment Advice 35.1 We do not provide any business, investment or financial advice and are not advocating any business decision or the sale or purchase of any real property, stocks, bonds, or securities. 35.2 We expressly state, and you hereby acknowledge, that any information services are provided solely for informational purposes and are not to be used as a 17 CCNGov2210 SMB/CMM Confidential substitute for independent financial investment advice nor are they intended to be relied upon by any person or entity, including you or your customers for the purposes of investment or other financial decisions. 36. Interpretation; Definitions 36.1 The headings contained in this Agreement are for convenience of reference only and shall not in any way affect the meaning or construction of any provision of this Agreement. References in this Agreement to include, including, or in particular shall not be given a restrictive meaning and shall be interpreted without limitation. Reference to any legislation is to such legislation as amended or supplemented in the future. 36.2 Certain terms used in this Agreement are defined below: Affiliate: a Person that, directly or indirectly, (i) owns or controls a party to this Agreement or (ii) is under common ownership or control with a party to this Agreement. Anticipated Interchange and Program Pricing Level: your initial anticipated Card Organization interchange and program pricing rates. Application: the application for Services executed by you. Authorization: approval by, or on behalf of, the Issuer to validate a transaction. An Authorization indicates only that the Issuer has confirmed there is sufficient availability of funds on the Cardholder’s account at the time the Authorization is requested. Authorization and Capture: the communication of instructions from your POS or other systems to our computer systems, whether the communications are for authorization requests or any other capture of information. Card: See either Credit Card or Debit Card. Cardholder: the Person whose name is embossed on a Card and any authorized user of such Card, also referred to as a Card Member by American Express. Cardholder Information: the data contained on a Card, or otherwise provided to you, that is required by the Card Organization or us in order to process, approve and/or settle a Card transaction, including the names, addresses and Card account numbers of Cardholders. Card Organization: any entity formed to administer and promote Cards, including Mastercard Worldwide (Mastercard), Visa U.S.A., Inc. (Visa), DFS Services LLC (Discover Network), PayPal, Inc. (PayPal), American Express Travel Related Services Company, Inc. (American Express) and any applicable debit networks. Card Organization Rules: the rules, regulations, releases, interpretations and other requirements (whether contractual or otherwise) imposed or adopted by any Card Organization and related authorities, including those of the PCI Security Standards Council, LLC and the National Automated Clearing House Association (including, with respect to EBTs, the Quest Operating Rules). Chargeback: a Card transaction (or disputed portion) that is returned to us by the Issuer. You are responsible for payment to us for all Chargebacks. Clover: Clover Network, Inc. Clover Service: the website associated with the Clover Service, the object code version of Clover software applications (whether owned or licensed by Clover) resident on a Device at the time we provide you with the Device and the object code version of the software that enables the applications resident on a Device at the time of provisioning, and any related updates (including software maintenance or bug fixes) that are designed to assist with the management of your business and enable payment processing at the point of sale, and any materials, documentation and derivative works released by us. Credit Card: a card bearing a valid Mark of Visa, Mastercard, Discover Network, PayPal or American Express (or any other Card Organization specified by us in writing) and authorizing the Cardholder to buy goods or services on credit. Credit Limit: the credit line set by the Issuer for the Cardholder’s Credit Card account. Data Security Event: any actual or suspected unauthorized or fraudulent access to (or use, disclosure, or alteration of) Transaction Data (including but not limited to Cardholder Information) whether consisting of a single event, a continuous course of events, or a series of related events. Debit Card: a card bearing a valid Mark of Visa, Mastercard, Discover Network or American Express or any debit network that is used to access funds in a Cardholder’s bank account or a prepaid account. Device: a tablet, smartphone, or other mobile or fixed form factor identified by us as compatible with and capable of accessing and/or supporting a particular Service. Discount Rate: a percentage rate or amount charged to a merchant for processing its qualifying daily Credit Card and Non-PIN Debit transactions, as set forth in the Application. Dispute: any dispute, claim, or controversy related to or arising under any aspect of your relationship with us, whether directly with Processor and/or Bank, or indirectly with any other person or entity related to the relationship, 10 18 CCNGov2210 SMB/CMM Confidential and arising at any time during, before, or after that relationship. EMV Upgrade Costs: the costs you agree to incur to upgrade payment acceptance and processing hardware and software to enable you to accept and process EMV-enabled Cards in a manner compliant with the PCI DSS. Equipment: equipment rented to or purchased by you under this Agreement and any Equipment Documents. Equipment Documents: documents setting out additional terms on which Equipment is rented to or purchased by you under this Agreement. General Terms: these general terms and conditions on which the Services are provided, including any amendments or modifications. Foreign Currency: a currency other than the Local Currency and supported by us for a particular service. GeP Transaction: a card not present transaction between you and a Cardholder using a card type approved by us, in which you present the price for the product or service in a Foreign Currency in a card not present environment and the Cardholder authorizes (a) the price in a Foreign Currency to be submitted to a Card Organization for settlement, and (b) that the Cardholder’s account will be charged for the price in the Foreign Currency. GeP Service: the merchant pricing of goods and services in a Foreign Currency and the activity undertaken by us and/or a GeP Service Provider to authorize, process, and settle GeP Transactions. Issuer: the financial institution or Card Organization that has issued a Card to a Person. Local Currency: the currency associated with your place of domicile and approved by us. Marks: names, logos, emblems, brands, service marks, trademarks, trade names, tag lines or other proprietary designations. Merchant Account: shall mean an account set up for a merchant that requires a card processor, bank, merchant ID, terminal ID, merchant account number, or otherwise named unique merchant number. Multiple physical or virtual storefronts that process transactions under the same unique merchant number shall be deemed as one (1) Merchant Account. Merchant Account Number: a number that numerically identifies each merchant location, outlet, or line of business to us for accounting and billing purposes. MID: merchant identification number. Mitigation Service: a service provided to a Cardholder whose information is the subject of a Data Security Event, where the primary purpose of the service is to mitigate the effects of the Data Security Event, including identity theft education and assistance and credit monitoring. Non-PIN Debit: a transaction using a Debit Card that is processed without the use of a PIN. Non-Qualified Fee: the difference between the interchange or program pricing associated with the Anticipated Interchange and Program Pricing Level and the interchange or program pricing associated with the more costly interchange or program pricing level at which the transaction actually processed. Non-Qualified Surcharge: a surcharge applied to any transaction that fails to qualify for the Anticipated Interchange and Program Pricing Level and is therefore downgraded to a more costly interchange or program pricing level. The Non-Qualified Surcharge (the amount of which is set out on the Fee Schedule) is in addition to the Non-Qualified Fee, which is also your responsibility. PCI: Payment Card Industry. PCI DSS: Payment Card Industry Data Security Standard, as amended from time to time. Person: an individual, corporation, partnership, sole proprietorship, trust, association or any other legally recognized entity or organization, other than you or us. PIN: a Personal Identification Number entered by the Cardholder to submit a PIN Debit transaction. PIN Debit: a transaction using a Debit Card where a Cardholder-enters a PIN via a PIN Pad. Reserve: funds that are otherwise payable to you which we hold to secure your obligations under this Agreement, pursuant to Sectio n 17 of this Agreement. The Reserve may also refer to other collateral that you may provide to us to secure such obligations. References to “Reserve Account” shall refer to our records and accounting of such funds or other collateral. Security Event Expenses: means: (a) any obligation that you have to us arising from a Data Security Event, including EMV Upgrade Costs; (b) the cost of a security assessment conducted by a qualified security assessor approved by a Card Organization or PCI to determine the cause and extent of a Data Security Event; and (c) any reasonable fees or expenses incurred by us, or by you with our prior written consent, for any Mitigation Service specifically approved by 19 CCNGov2210 SMB/CMM Confidential us in writing but only if the Mitigation Service is provided within one (1) year after discovery of the relevant Data Security Event. Servicers: Bank and Processor collectively. The words “we,” “us” and “our” refer to Servicers, unless otherwise indicated. Services: the activities undertaken by us to authorize, process and settle Card transactions undertaken by Cardholders at your location(s), and all other services provided by us under this Agreement. Settlement Account: an account or account(s) at a financial institution designated by you as the account to be debited and credited by us for Card transactions, fees, Chargebacks and other amounts due under this Agreement or in connection with this Agreement. Software: all software, computer programs, related documentation, technology, know-how and processes embodied in the Equipment i.e. firmware or otherwise provided to you under this Agreement. For the avoidance of doubt, the term Software shall not include any third party software available as part of a Third Party Service or which may be obtained by you separately from the Services (e.g. any applications downloaded by you through an application marketplace). Third Party Services: services, products, promotions or applications provided by someone other than us. Transaction Data: data collected as part of performing Services for you. Transaction Rate: the then-current Foreign Currency exchange rate used by the Card Organizations or their designee to convert the net funding amount into the Local Currency. Wireless Networks: certain cellular telephone and data networks to which we have access though Wireless Vendors Wireless Services: wireless data communication services that use radio base stations and switching offered by Wireless Networks in order to allow you to capture and transmit to us certain wireless Card Authorization transactions or to transmit other communications to our system. Wireless Software: wireless software (including any documentation relating to or describing the wireless software) downloaded by you or your designee from our systems onto the Wireless Equipme nt. Wireless Vendors: one or more third party vendors selected by us in our sole discretion through whom we have acquired the right to resell Wireless Services. You, Your: the merchant signing this Agreement. Your Payments Acceptance Guide: the information prepared by us, containing operational procedures, instructions and other rules and requirements relating to Card transactions. 20 Merchant Processing Application and Agreement cardconnect® Please review the information below and sign if everything looks right If you have any questions please contact your representative. SETUP INFORMATION Sales Code AM161 & Application Platform North BUSINESS DETAILS CONTACT INFORMATION First Name Denisse Last Name Email dramos@irondequoit.org Phone Number Ramos (585) 336-6070 BUSINESS INFORMATION NOTE: Failure to provide accurate information may result in a withholding of merchant funding per IRS regulations_ (See Part IV, Section AA of your Program Guide for further information.) Business Legal Name Town of Irendequoit DBA Name Towrrof irondequoit Tax Filing Name Tax ID (EIN) Town of Lmndequott Tax Filing Method El ESN 0 SSN Type of Ownership la, Government Q Individual 1 Sole Proprietor 0 Limited Liability Company Q Non -Profit Org 0 Partnership [{ Private Corporation ❑ Public Corporation 0 Tax Fxempt Stock Exchange (Only applicable for Public Corporations) Stock Ticker Symbol [] NYSE or NASDAQ g Other/Not Applicable Industry (MCC) 9399 - Government Services (Not Elsewhere Classified) Business Description City services Business Start Date 1893-01-01 Industry Options [3 Quasi Cash Website www.irondequoilrec.com BUSINESS A DRESS Street Address 1 1280 Titus Avenue Street Address 2 City State Country New York ZIP United States of America Rochester 14617 Business Phone (585) 336-6070 (NYSE or NASDAQ) BUSINESS LEGAL MAILING ADDRESS Street Address 1 1280 Titus Avenue Street Address 2 City State New York -ZIP Country United Slates of America Rochester 1-017 OWNER INFORMATION Please provide the following information for each individual who owns, directly or indirectly, 25% or more of the equity interest of your business. BUSINESS OWNER INFORMATION First Name % Ownership SSN Mobile Phone Email David 0 Last Name Personal Guarantee Date of Birth supervisor©irondequoiLorg Seeley Street Address 1 1280 rats Avenue ® Yes Street Address 2 City I State New York ZIP Country United States of America Rochester 14617 Page 1 of 5 CaniConnect LLC is a registered 1507 of Welts Fargo Bank, N.A., Concord, CA Version CardCo2308.1 ADDITIONAL BUSINESS OWNER (1) First Name % Ownership Date of Birth Last Name % SSN Mobile Phone Street Address 1 Street Address 2 State Country City ZIP First Name % Ownership Date of Birth Last Name % SSN Mobile Phone ADD: ONAL BUSINESS OWNER (2) Street Address 1 Street Address 2 State Country City ZIP ADDITIONAL BUSINESS OWNER ) First Name Ownership Date of Birth Last Name % SSN Mobile Phone Street Address 1 Street Address 2 State Country City ZIP Last Name First Name % Ownership Date of Birth % SSN Mobile Phone ADDITIONAL BUSINESS OWNER (4) Street Address 1 Street Address 2 State Country BANKING AND PROCESSING DEPOSIT AND V HDRAWAL BANK ACCOUNT Bank Name Account Type Routing Number M&T Bank 10 Business Checking It Savings Account Number MODE OF TRANSACTION In Person Telephone Online 100 Must total 100% City ZIP PROCESSING VOLUME Average Monthly Card Volume Average Transaction Amount $ 24000 $50 month PRObUCT f SERVICE DELIVERY WINDOWS On average, Products 1 Services are delivered in E D-7 Days 0 8-14 Days ❑ 15-30 Days 0 30+ Days Page 2 of 5 CardConnect LLC is a registered ISO of Wells Fargo Bank: N -A -r Concord, CA Version CardCo2308-1 EQUIPMENT Product Name Network CardPointe Gateway (RapidConnect North) • C,ardnet Clover Menu Requested ❑ Qty 1 Price $ Price does not irnxude tax and stripping & handfrng- r. eq. SHIP EQUIPMENT TO Ship To Attention Street Address/ Street Address 2 State Country, Ship To Email City ZIP PAYMENTS ACCEPTED American Express Opt Blue Discover Full ACQ Mastercard AMERICAN EXPRESS Amex Program Amex OptBlue Q Amex FSA Amex ESA SE IATAIARC Number Discount Frequency ® Monthly 0 Daily Funding Rollup 0 Net Fees and Deposits PRICING MERCHANT SERVICES Visa DISCOVER Discover Program fEl Discover Full ACQ ® Discover EASI Discover EASI SE Discover Industry Options Q Enable Incremental Authorizations ❑ Debt Repayment Program PRICING INFORMATION Separate Fees and Deposits ❑ Individual Batches DUES & ASSESSMENTS RI Dues & Assessments (See Agreement for definitions, warranty requirements, and any additional fees-) All other card association fees are passed thru at cost- NAf3ti, APF, connectivity, & usage. INTERCHANGE PLUS Pass Through Interchange — Includes Dues and Assessments. You will be charged the applicable interchange rate from MasterCard, Visa or Discover, plus a MasterCard Assessment Fee of 0.13%, a Visa Assessment Fee of 0.14%, or a Discover Assessment Fee of 0-13%, plus any other fees indicated on this Service Fee Schedule- (MC Assessment Fee when transaction is equal to $1,000 or more will be assessed an additional 1101% per transaction-) American Express Assessment Fee of 0.15% Passthrough Interchange Costs Gross Interchange 0 Net Interchange Discount Fees Credit I Non -PIN Debit Visa Qualified 0.3 MasterCard Qualified 0.3 Discover Qualified 0.3 Amex Qualified 0.3 o4 Page 3 of 5 CardConnecl LLC is a registered ISO of Wells Fargo Sank, N.A., Concord, CA Version CardCo2308.1 Discount Fees Visa Qualified Visa Mid -Qualified Visa Non -Qualified Mastercard Qualified Mastercard Mid -Qualified Mastercard Non -Qualified Credit BILL BACK Non -Qualified Surcharge Fee (excluding interchange pass -through fees, see Section 18.1) Applies to Non -qualified MC, Visa, Discover, American Express Credit and/or Non -PIN Debit Transactions. Ia TIERED Non -PIN Debit Discount Fees % Discover Qualified % Discover Mid -Qualified % Discover Non -Qualified % Amex Qualified Amex Mid -Qualified % Amex Non -Qualified Discount Fees Visa Qualified Mastercard Qualified Discover Qualified Amex Qualified Credit Non -PIN Debit AUTHORIZATION & TRANSACTION FEES Authorization Fees (All Card Types) ACH Batch Fee Voice Authorization Fee Address Verification Fee (AVS) Transaction Fees (All Card Types) FNS# Transaction Fee 5 Discount Fee Transaction Fee Chargeback Fee Retrieval Fee $ 0.10 S0.10 5 2.00 50.05 WRIGHT EXPRESS Discount Fees Visa Qualified % Mastercard Qualified / Each / Each / Each / Each i Each / Each Clover Security Fee S TRANSARNIOR TransArmor Token and Encrypt Fee 5 Discover Qualified Amex Qualified Discount Fee Transaction Fee Authorization Fee Sales Discount Setup Fee I Each Card Pointe Monthly Platform Fee / Each Gateway Transaction Fee / Each Gateway Monthly Fee Credit Non -PIN Debit FLAT RATE Credit i Non -PIN Debit % FIN DEBIT / Each I Each Fd CARDPOINTE AND GATEWAY FEES VER SECURITY / Monthly Monthly Clover Go Service Fee, Per MID $ 0.00 $14.95 CLOVER FEES (One Time) / Monthly / Each 1 / Monthly i 9 S I Monthly Page 4 of 5 CardConnect LLC is a registered ISO of Wells Fargo Bank, N.A., Concord, CA Version CardC©230$.1 MONTHLY AND MISCELLANEOUS FEES ■ Application Fee $ (One Time) Annual Membership Fee Minimum Processing Fee $ 1 Monthly Regulatory Product Fee DDA Rejects $ 25.00 1 Each PCI Non -Compliance Fee Statement Fee • $ 1 Monthly Wireless Fee Data Breach Fee $ I Monthly Wireless Activation Fee Chargeback Fee $ 25.00 1 Each AMEX North Program Cost Fee Retrieval Fee $15_00 1 Each PCI Annual Fee D00 $ 0.00 / Annual /Monthly $19.95 1 Monthly J Monthly $ (One Time) 0.15 $ 0.00 1 Annual CONFIRMATION EARLY TERMINATION FEE The initial term of this Agreement is three years from the date of your approval by our Credit Department (the Initial Term)_ If you terminate this Agreement before the end of the then current term or otherwise stop processing your transactions with us, you will be charged this Early Termination Fee. After the Initial Term, subject to Part IV, Section A.3, this Agreement shall automatically extend for an additional period of one year each (each an Extended Term). Early Termination Fee Client Initials $1000.00 PERSONAL GUARANTEE By signing below, signer(s) unconditionally guarantee(s) to the Processor and its successors and assigns the full and prompt payment when due of all its obligations of every kind and nature of Merchant arising directly or indirectly out of the Agreement and for the TeleCheck 1 TRS Services Agreement or any document or agreement executed and delivered by Merchant in accordance with the terms of the Agreement. The undersigned further agrees to pay to the Processor all expenses including attorney tees and court costs) paid or incurred by the Processor in collecting such obligations and in enforcing this Guaranty_ Signature Date AGREEMENT APPROVAL Merchant Acceptance - Each person signing below agrees to the terms and conditions stated in the front and back of this agreement and certifies that all information provided in the application is true, conch and complete. Client acknowledges and agrees that we, our Affiliates and our third party subcontractors arreifor agents may use automatic telephone dialing systems to contact Client at the telephone number(s) Client has provided in this Merchant Processing Application and Agreement and/or may leave a detailed voice message in the event that Client is unable to be reached, even if the number provided is a cellular or wireless number or if Client has previously registered on a Do Not Cali list or requested not to be contacted by Client for solicitation purposes. Client hereby consents to receiving commercial electronic mail messages from us, our Affiliates and our third party subcontractors and/or agents from time to time. Each signer authorizes CardConnect LLC and/or the Member Bank or any agent of the Member Bank, to make whatever inquiries CardConnect LLC and/or the Membor Bank deem appropriate to investigate, verify, or research references, statements or data, including personal credit reports for the purpose of this application. Merchant understands this agreement shall not take effect until Merchant has been approved by CardConnect LLC and/or the Member Bank and a merchant number is issued. You further acknowledge and agree that you will not use your merchant account and/or the Services for illegal transactions, for example, those prohibited by the Unlawful Internet Gambling Enforcement Act, 31 U.S.C_ Section 5361 et seq, as may be amended from time to time, or processing and acceptance of transactions in certain jurisdictions pursuant to 31 CFR Part 500 et seq. and other laws enforced by the Office of Foreign Assets Control (OFAC)_ Client certifies, under penalties of perjury, that the federal taxpayer identification number and corresponding filing name provided herein are correct. SIGN YOUR AGREEMENT Signature Date WELLS FARGO SANK N.A. (A MEMBER OF VISA USA, INC. AND MASTERCARD INTERNATIONAL, INC.) Application Approved By: Signature CARDCONNECT LLC Application Approved By: Signature Title Date PROCESSOR INFORMATION Name CardConnect LLC 1000 Continental Drive, Suite 300, King of Prussia Address PA, 19406 URL www.cardconnect.com Customer Service (Phone) 1-$77-528-0720 Page 5 of 5 CardConnect LLC is a registered ISO of Wells Fargo Bank, NA, Concord. CA Version CardCo2308.1 CardConnect Devices & Terminals PRICING SUPPLEMENT LEGAL BUSINESS NAME (MERCHANT) Town of Irondequoit DATE 9/25/2020 EQUIPMENT TYPE BOLT 150250 Touch RETAIL VALUE PER UNIT $500.00 TOTAL RETAIL VALUE OF EQUIPMENT $1,000.00 2 QUANTITY MONTHLY FEE PER 'UNIT $25.00 By signing below, the undersigned merchant acknowledges and agrees to the fallowing; 1_ This document is a pricing supplement to the CardConnect Merchant Processing Application and Program Terms rind Conditions with Merchant (the "Program Guide") and the terms and conditions of the Program Guide govern and are incorporated into this pricing supplement. 2. Merchant shall pay CardConnect the above stated monthly fee per equipment unit. Merchant authorizes CardConnect to debit any amounts due to CardConnect under this pricing supplement from Merchant's bank account and/or to offset such amounts against CardConnect's payments to Merchant. 3. CardConnect shall retain all ownership of and title to equipment. 4. This pricing supplement shall terminate upon termination of the Program Guide_ Merchant shall return the equipment in good repair, ordinary wear and tear excepted, immediately (and no later than 10 business days) after termination. Merchant shall follow the instructions described at support.cardconnectcom/equipment to return equipment. if Merchant does not return the equipment as required by this pricing supplement, Merchant shall pay to CardConnect the total retail value of equipment set forth above. 5. PIN pad equipment is provided with a one-year warranty, free of defects in materials and workmanship from the date of this pricing supplement Any components that fail in normal use during the warranty period shall be replaced or repaired free of charge. Merchant bears the entire risk of loss, theft or damage during shipping. This warranty does not apply to. (1) cosmetic damage, (ii) damage caused by accident, abuse, misuse, water (in excess of specifications), flood, fire, or other acts of nature or external causes; (iii) damage caused by service performed by anyone who is not an authorized service provider; or (iv) damage to a product that has been modified or altered without the prior written permission of CardConnect. CardConnect may, in its sole discretion, charge Merchant a fee for replacements or repairs of PIN pod equipment after the one-year warranty period. 6. The Program Guide limits CardCannect's liability to Merchant. Far a detailed description of the limitation of liability see Section 20 of the Program Guide. 7. EXCEPT AS EXPRESSLY SET FORTH HEREIN, CARDCONNECT MAKES NO REPRESENTATION OR WARRANTY, ON BEHALF OF ITSELF, EXPRESS OR IMPLIED, WITH RESPECT TO THE EQUIPMENT, AND NO IMPLIED AT LAW WARRANTY SHALL ARISE FROM THIS PRICING SUPPLEMENT OR FROM PERFORMANCE BY CARDCONNECT, INCLUDING, WITHOUT LIMITATION, WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE, ALL OF WHICH ARE EXPRESSLY WAIVED BY MERCHANT, 8. Merchant represents and warrants that it is has full authority to enter into this pricing supplement and the undersigned is duly authorized to bind Merchant to the terms of this pricing supplement. MERCHANT Authorized Signatory David Seeley Print Nome and Title ( 1000 Continental Drive Suite 800 Kin of Prussi P . CCNGov2210 SMB/CMM PART I: CONFIRMATION PAGE PROCESSOR. INFORMATION: Name CardCannect, LLC a business unit of First Data Merchant Services, LLC Address: 1000 Continental Drive, Suite 300, King of Prussia, PA 19046 URL: wwvv.cardconnect.com Customer Service #: 1-877-828-07'20 Please read this entire Agreement. It describes the terms on which we will provide Merchant Processing Services to you. This summary provides answers to commonly asked questions about your Agreement 1. Your Discount Rates and other fees are calculated based on transactions qualifying for certain program pricing and interchange rates levied by the applicable Card Organization. Transactions that fail to qualify for these rates will be charged an additional fee. Interchange and program pricing levied by the Card Organization is. subject to change, (see Section 6 of the General Terms & Conditions). 2. We may debit your bank account (also referred to as your Settlement Account) for amounts owed to us. 3. You are liable for Chargebacks and there are many reasons why a Chargeback may occur. When they occur we will debit your Settlement Account. See Section 8 of the General Terms & Conditions. 4. If you wish to dispute any charge or funding, you must notify us within 60 days of the date of the statement on which the charge or funding appears. 5. This Agreement limits our liability to you. See Section 10 of the General Terms & Conditions for further details. 6. We have assumed certain risks by agreeing to provide you with the Services. Accordingly, we may take certain actions to mitigate our risk, including termination of this Agreement, and holding monies otherwise payable to you (see Sections 16 and 17 of the General Terms & Conditions). 7. By executing this Agreement with us you authorize us and our Affiliates to obtain and share financial and credit information regarding your business and the signers and guarantors of this Agreement until all your obligations to us and our Affiliates are satisfied. 8. For questions regarding your Merchant Processing Application and Agreement, please contact Customer Service at 1-877-828-0720. Information about Bank Your Bank, who is a Visa and Mastercard Member Bank, is Wells Fargo Bank, NA (Bank) PO Box 6079, Concord, CA 94524 Attn: Merchant Services (407) 237-6727 b) Bank is the entity approved to extend acceptance of Visa and Mastercard products directly to you and will be a party to the sections of this Agreement listed in Section 22 e) Bank works with Processor to provide the Services to you with respect to Visa Cards and to Mastercard Cards. d) Bank shall, either directly or through Processor, advise you of pertinent Card Organization Rules with which you must comply. e) Bank is responsible for and must provide settlement funds to you and will be responsible for all funds held in a reserve. Print Merchant's Business Legal Name: By signing below, you: (II Your Responsiibiiities: a) You must comply in full at all times with this Agreement (induding the Your Payments Acceptance Guide), all Card Organization Rules and all Cardholder and customer data security and storage requirements. b) You may view and download the Your Payments Acceptance Guide at c) You may view and download the interchange Qualification Matrix and American Express OptBluee Guide at d) You may download the Visa and Mastercard rules at https//usa.visa.com/dam/vCOM/download/about-visa/visa-rules- publicpdf www.rnastercard.uskontentedam/mccomiglobalifclocuments/ mastercard-ni les.pdf. e) For your account to stay operational, you must keep fraud and Chargeback levels below Card Organization thresholds. f) Please retain a signed copy of your Agreement. Confirm that you have received and read the Application, General Terms & Conditions [Version CCNGov2210 SMBJCMM], including this Confirmation Page, Interchange Rate Schedule, and any addenda, amendments, replacement or renewal agreement(s); and Cif Agree to all terms in this Agreement in your capacity as a person authorized to sign on behalf of the business set out in the Application_ NO SALES REPRESENTATIVE IS AUTHORIZED TO ACCEPT OR AGREE TO ANY ALTERATIONS TO THIS AGREEMENT. Business Principal: nature: Please Print Name of Signer Title Date CCNGov2210 SMB/CMM Confidential Merchant Processing Application and Agreement ON LA ei C. Accts cardconnect. Please review the information below arid sign if everything looks right. If you have any questions please contact your representative_ SETUP INFORMATION Sales Code AM1516 Application Platform North BUSINESS DETAILS CONTACT INFORMATION First Name Denisse Last Name Ramos Email dramos@irondequoit.org Phone Number (585) 33S-6070 BUSINESS INFORMATION NOTE: Failure to provide accurate information may result in a withholding of merchant funding per IRS regulations. (See Part IV, Section AA of your Program Guide for further information) Business Legal Name Town of Irondequolt DBA Name Town of Irondequutt Online Tax Filing Name Town of lrondequoit Tax Filing Method WIEN fl SSN Tax ID (EIN) Type of Ownership 0 Government 0 Individual f Sole Proprietor 0 Limited Liability Company [j Non -Profit Org 0 Partnership ❑ Private Corporation 0 Public Corporation Tax Exempt Stock Exchange (Only applicable for Public Corporations) Stock Ticker Symbol NYSE or NASDAQ OtheriNot Applicable Industry (MCC) 9390 - Government Services (Not Elsewhere Classified) Business Description City services Industry Options ❑ Quasi Cash Business Start Date 1893-01-01 Website www.irandeauoitrec-com Business Phone (585) 336-6070 (NYSE or NASDAQ) BUSINESS ADDRESS Street Address 1 1280 Titus Avenue Street Address 2 CRy Rochester State New York ZIP 14617 Country United Slates of America. BUSINESS LEGAL MAILING ADDRESS Street Address 1 1280 Titus Avenue Street Address 2 City State New Yolk ZIP Country United Slates of America 14617 OWNER INFORMATION Please provide the following information for each individual who owns, directly or indirectly, 25% or more of the equity interest of your business_ BUSINESS OWNER INFORMATION First Name % Ownership SSN Mobile Phone Email David 4 Last Name % Personal Guarantee Date of Birth supervisor@irondequoiLorg Seeley Street Address 1 1280 Titus Avenue 0 Yes Street Address 2 City State New York ZIP Country United States of America Rochester 14617 Page 1 of 5 CardConnect LLC is a registered ISO of Welts Fargo Bank, N.A., Concord, CA Version CardCo2308.1 ADDITIONAL BUSINESS OWNER (1 First Name % Ownership Date of Birth Last Name % SSN Mobile Phone Street Address 1 Street Address 2 State Country City ZIP ADDITIONAL BUSINESS OWNER (2) First Name J Ownership Date of Birth Last Name % SSN Mobile Phone Street Address 1 Street Address 2 State Country City ZIP ADDITIONAL BUSINESS OWN First Name % Ownership Date of Birth Last Name % SSN Mobile Phone Street Address 1 Street Address 2 State Country City ZIP ADDITIONAL BUSINESS OWNER (4) First Name % Ownership Date of Birth Last Name SSN Mobile Phone Street Address 1 Street Address 2 State Country City 2IP BANKING AND PROCESSING DEPOSIT AND WITHDRAWAL BANK ACCOUNT Bank Name M&T Bank Account Type 2 Business Checking Q Savings Routing Number Account Number MODE OF TRANSACTION In Person Telephone Online 0 100 Must total 100% Ok PROCESSING VOLUME Average Monthly Card Volume Average Transaction Amount $ 24000 5 50 I month PRODUCT } SERVICE DELIVERY WINDOWS On average, Products f Services are delivered in 2 0-7 Days 0 8-14 Days E 155-30 Days D 30+ Days Page 2 of 5 CardConnect LLG is a registered ISO of Wells Fargo Bank, N.A., Concord, CA Version CardCo2308.1 EQUIPMENT NEW ORDERS Product Name CardPointe Gateway (Rapideonnect North) Closer Menu Requested 0 Network Qty Cardnet 1 Price Frequency $ Price does not include tax and shipping & handling. SHIP EQUIPMENT TO Ship To Attention Ship To Email Street Address 1 Street Address 2 City State ZIP Country MERCHANT SERVICES PAYMENTS ACCEPTED American Express Opt Blue Discover Full ACQ Mastercard Visa AMERICAN EXPRESS Amex Program 121Amex OptBlue El Amex ESA Amex ESA SE 1ATAIARC Number DISCOVER Discover Program @ Discover Full ACQ Q Discover EASI Discover EAST SE Discover Industry Options 0 Enable Incremental Authorizations Debt Repayment Program PRICING INFORMATION PRICING Discount Frequency Monthly Q Daily Funding Rollup Net Fees and Deposits ® Separate Fees and Deposits El Individual Batches DUES & ASSESSMENTS ® Dues & Assessments (See Agreement for definitions, warranty requirements, and any additional fees_) All other card association fees are passed thru at cost- NABU, APF, connectivity, & usage. INTERCHANGE PLUS Pass Through Interchange — Includes Dues and Assessments- You will be charged the applicable interchange rate from MasterCard. Visa or Discover, plus a MasterCard Assessment Fee of 0.13%, a Visa Assessment Fee of 4-14%, or a Discover Assessment Fee of 0.13%, plus any other fees indicated on this Service Fee Schedule- (MC Assessment Fee when transaction is equal to $1,000 or more will be assessed an additional 0.01% per transaction.) American Express Assessment Fee of 0.15% Passthrough Interchange Costs tEl Gross Interchange ❑ Net Interchange Discount Fees Credit) Non -PIN Debit Visa Qualified 0.3 MasterCard Qualified Discover Qualified Amex Qualified 0.3 0.3 0.3 96 Page 3 of 5 CardCannect LLC is a registered ISO of Wells Fargo Prank, N_A_, Concord, CA Version CardCo2308.1 Discount Fees Visa Qualified Visa Mid -Qualified Visa Non -Qualified Mastercard Qualified Mastercard Mid -Qualified Mastercard Non -Qualified Credit Non -PIN Debit TIERED Discount Fees Discover Qualified % Discover Mid -Qualified % Discover Non -Qualified Amex Qualified Amex Mid -Qualified Amex Non -Qualified BILL BACK Non -Qualified Surcharge Fee (excluding interchange pass -through fees, see Section 18.1) Applies to Non -qualified MC, Visa, Discover, American Express Credit and/or Non -PIN Debit Transactions_ Discount Fees Visa Qualified Mastercard Qualified Discover Qualified Amex Qualified Credit Non -PIN Debit AUTHORIZATION & TRANSACTION FEES Credit FLAT RATE Discount Fees Credit l Non -PIN Debit Visa Qualified % Mastercard Qualified Discover Qualified Non -PIN Debit Authorization Fees (All Card Types) ACH Batch Fee Voice Authorization Fee Address Verification Fee (AVS) Transaction Fees (All Card Types) $ 0.10 $ 0.10 / Each / Each $ 2.00 / Each $ 0.05 / Each Each $ FNS Transaction Fee Discount Fee Transaction Fee Chargebach Fee Retrieval Fee / Monthly Clover Security Fee EBT WRIGHT EXPRESS TRANSARMOR TransArmor Token and Encrypt Fee Amex Qualified `yo Discount Fee Transaction Fee VOYAGER Authorization Fee S I Each Sales Discount / Each 1Each / Each CARDPOINTE AND GATEWAY FEES Setup Fee CardPointe Monthly P€atform Fee Gateway Transaction Fee Gateway Monthly Fee CLOVER SECURITY $ / Monthly Clover Go Service Fee, Per MID Each j S (One lime) $0.00 / Monthly — Each $ 14,95 / Monthly CLOVER FEES S / Monthly Page 4 of 5 CardConnect LLC is a registered ISO of Wells Fargo Bank, N.A., Concord, CA Version CardCo2308.1 MONTHLY AND MISCELLANEOUS FEES Application Fee $ (One Time) Annual Membership Fee $ 0.00 Minimum Processing Fee $ / Monthly Regulatory Product Fee $ 0.D0 DDA Rejects 5 25.00 / Each PCI Non -Compliance Fee $19.95 Statement Fee $ / Monthly Wireless Fee $ / Monthly Data Breach Fee $ 1 Monthly Wireless Activation Fee $ (One rime) Chargeback Fee 525.00 /Each , AMEX North Program Cost Fee 0.15 % Retrieval Fee $15.00 1 Each PCI Annual Fee $ 0.00 f Annual / Annual / Monthly /mammy CONFIRMATION EARLY TERMINATION FEE The initial term of this Agreement is three years from the date of your approval by our Credit Department (the Initial Term). If you terrninate this Agreement before the end of the then current term or otherwise stop processing your transactions with us, you will be charged this Early Termination Foe_ After the Initial Tenn, subject to Part IV, Section A.3, this Agreement shall automatically extend for an additional period of one year each (each an Extended Term). Early Termination Fee Client Initials PERSONAL GUARANTEE By signing below, signer(s) unconditionally guarantee(s) to the Processor and its successors and assigns the full and prompt payment when due of ail its obligations of every kind and nature of Merchant arising directly or indirectly out of the Agreement and /or the TeleCheck f TRS Services Agreement or any document or agreement executed and delivered by Merchant in accordance with the terms of the Agreement. The undersigned further agrees to pay to the Processor all expenses including attorney fees and court costs) paid or incurred by the Processor in collecting such obligations and in enforcing this Guaranty. Signature Date AGREEMENT APPROVAL Merchant Acceptance — Each person signing below agrees to the terms and conditions stated in the front and back of this agreement and certifies that all information provided in the application is true, correct and complete. Client acknowledges and agrees that we, our Affiliates and our third party subcontractors and/or agents may use automatic telephone dialing systems to contact Client at the telephone numbers) Client has provided in this Merchant Processing Application and Agreement and/Or may leave a detailed voice message in the event that Client is unable to be reached, even if the number provided is a cellular or wireless number or if Client has previously registered on a Do Not Call list or requested not to be contacted by Client for solicitation purposes. Client hereby consents to ieixiving commercial electronic mail messages from us, our Affiliates and our third party subcontractors and/or agents from time to time. Each signer authorizes CardConnect LLC and/or the Member Bank or any agent of the Member Bank. to make whatever inquiries CardConnect LLC and/or the Member Bank deem appropriate to investigate, verify. or research references, statements or data. including personal credit reports for the purpose of this application. Merchant understands this agreement shall not take effect until Merchant has been approved by CardConnect LLC and/or the Member Bank and a merchant number is issued. You further acknowledge and agree that you will not use your merchant account and/or the Services for illegal transactions, for example, those prohibited by the Unlawful Internet Gambling Enforcement Act, 31 U.S.C. Section 5361 et seq, as may be amended from time to time, or processing and acceptance of transactions in certain jurisdictions pursuant to 31 CFR Part 500 et seq. and other laws enforced by the Office of Foreign Assets Control (OFAC). Client certifies, under penalties of perjury, that the federal taxpayer identification number and corresponding filing name provided herein are correct. SIGN YOUR AGREEMENT Signature Date WELLS FARGO BANK N.A. (A MEMBER OF VISA USA, INC. AND MASTERCARD INTERNATIONAL, !NC4 Application Approved Sy: Signature CARDCONNECT LLC Application Approved By: Signature Title Date PROCESSOR INFORMATION Name CardConnect LLC 1000 Continental Drive, Suite 300, King 4f Prussia Address PA, 19406 URL www.cardconnect_com Customer Service (Phone) 1-877-828-0720 Page 5of5 CardConnect LLC is a registered ISO of Wells Fargo Bank, NA, Concord, CA Version CardCo2308.1 ,CCNGov2210 SMB/CMM PART I: CONFIRMATION PAGE PROCESSOR INFORMATION: Name: CardConnect, LLC a business unit of First Data Merchant Services, LLC Address: 1000 Continental Drive. Suite 300, King of Prussia, PA 19046 URL: www.cardconnect,com Customer Service #: 1-877-828-0720 Please read this entire Agreement. It describes the terms on which we will provide Merchant Processing Services to you. This summary provides answers to commonly asked questions about your Agreement. 1. Your Discount Rates and other fees are calculated based on transactions qualifying for certain program pricing and interchange rates levied by the applicable Card Organization. Transactions that fail to qualify for these rates will be charged an additional fee. Interchange and program pricing levied by the Card Organization is subject to change, (see Section 6 of the General Terms & Conditions). 2. We may debit your bank account (also referred to as your Settlement Account) for amounts owed to us. 3. You are liable for Chargebacks and there are many reasons why a Chargeback may occur. When they occur we will debit your Settlement Account. See Section 8 of the General Terms & Conditions. 4. If you wish to dispute any charge or funding, you must notify us within 60 days of the date of the statement on which the charge or funding appears. 5. This Agreement limits our liability to you. See Section 10 of the General Terms & Conditions for further details_ 6. We have assumed certain risks by agreeing to provide you with the Services_ Accordingly, we may take certain actions to mitigate our risk including termination of this Agreement, and holding monies otherwise payable to you (see Sections 15 and 17 of the General Terms & Conditions). 7. By executing this Agreement with us you authorize us and our Affiliates to obtain and share financial and credit information regarding your business and the signers and guarantors of this Agreement until all your obligations to us and our Affiliates are satisfied 8. For questions regarding your Merchant Processing Application and Agreement, please contact Customer Service at 1-877-828-0720.. Information about Banlc Your Bank who is a Visa and Mastercard Member Bank, is Wells Fargo Bank, N.A. (Bank) PO Box 6079, Concord, CA 94524 Attn: Merchant Services (407) 237-6727 b) Bank is the entity approved to extend acceptance of Visa and Mastercard products directly to you and will be a party to the sections of this Agreement listed in Section 22. c) Bank works with Processor to provide the Services to you with respect to Visa Cards and to Mastercard Cards. d) Bank shall, either directly or through Processor, advise you of pertinent Card Organization Rules with which you must comply. e) Bank is responsible for and must provide settlement funds to you and will be responsible for all funds held in a reserve. Your Responsibilities a) You must comply in full at all times with this Agreement (including the Your Payments Acceptance Guide), ail Card Organization Rules and all Cardholder and customer data security and storage requirements. b) You may view and download the Your Payments Acceptance Guide at c) You may view and download the Interchange Qualification Matrix and American Express OptBiuee Guide at d) You may download the Visa and Mastercard rules at httpsy/usa.visa.co m/dam/VCOM/download/about-visa/visa-rules- public.pdf www.rnastercard.uslcontent/dam/mccom/globa (/documents/ rastercard-rules.pdf. e) For your account to stay operational, you must keep fraud and Chargeback levels below Card Organization thresholds_ f) Please retain a signed copy of your Agreement. Print Merchant's Business Legal Name: By signing below, you: Confirm that you have received and read the Application, General Terms & Conditions [Version CCNGov2210 SMB/CMMI, including this Confirmation Page, Interchange Rate Schedule, and any addenda, amendments, replacement or renewal agreement(s); and iiii Agree to all terms in this Agreement in your capacity as a person authorized to sign on behalf of the business set out in the Application. NO SALES REPRESENTATIVE lS AUTHORIZED TO ACCEPT OR AGREE TO ANY ALTERATIONS TO THIS AGREEMENT. ess Principal: fil 9nature: Title Date Please Print Name of Signer CCNGov2210 SMBJCMM 2 Confidential Town of Irondequoit Department of Recreation Verifone 154 Pinegrove Ave.11700 Great Oaks Way Rochester, NY 14617 Suite 210 585-336-6070 Alpharetta, GA 30022 www.verifone.com Jessica.Bates@VERIFONE.com Item/Brand/Style Type of Fee Cost Notes Verifone Credit Card Processing service iSC Touch 250 CardReader Gateway Internet Service Fee Statement Fee Sales Credit & Non-PIN Debit Trans. Fee Credit Card & Non-PIN Debit North American Program Cost Fee/American Express ACH Batch Fee Account Minimum Fee Chargeback Fee Retrieval Fee Yes/No?Notes Systems Software (RecTrac/WEbTrac) Yes From VSI website PCI Compliant Annual Fees (Additional) Setup Fees Credit Card Quote - 2020 Company Name & Contact Info. Additional Notes Software Compatibility: Must be able to interact with Vermont Systems - RecTrac/WebTrac Software PCI Compliance: Must be PCI Compliant Card Reader: Needs to have the iSC Touch 250 Card Reader **Reached out through their online information request form on August 14, 18 and 21, 2020 with no response. Contacted us on 8/28 and said they do not work with Vermont Systems. Then later on 8/28 said that they did indeed work with them and would send info. to us. Have not yet received anything as of 9/1/20 **Reached out through their online information request form on August 14, 18 and 21, 2020 with no response. Contacted us on 8/28 and said they do not work with Vermont Systems. Then later on 8/28 said that they did indeed work with them and would send info. to us. Have not yet received anything as of 9/1/20 2020 Credit Card Quote.xls Town of Irondequoit Department of Recreation Card Connect, LLC a business unit of First Data Merchant Services, LLC 154 Pinegrove Ave.1000 Continental Drive, Suite 300 Rochester, NY 14617 King of Prussia, PA 19046 585-336-6070 Sales Consultant: Ed Satala 312-728-5818 esatala@cardconnect.com Item/Brand/Style Type of Fee Cost Notes Card Connect Credit Card Processing service iSC Touch 250 CardReader $25/Month - Rental $859- Purchase Gateway Internet Service Fee $14.95/Month Statement Fee $15.00/Month Sales Credit & Non-PIN Debit Trans. Fee $0.10 per trans Credit Card & Non-PIN Debit 0.3% per trans. North American Program Cost Fee/American Express 0.15% per trans. ACH Batch Fee $0.10 per day of sales Account Minimum Fee $25.00 Chargeback Fee $25.00 Retrieval Fee $15.00 Yes/No?Notes Systems Software (RecTrac/WEbTrac) Yes PCI Compliant Yes Annual Fees (Additional)No Setup Fees No Card Reader: Needs to have the iSC Touch 250 Card Reader Credit Card Quote - 2020 Company Name & Contact Info. Additional Notes Software Compatibility: Must be able to interact with Vermont Systems - RecTrac/WebTrac Software PCI Compliance: Must be PCI CompliantMonthly Fee is $59.90 ($29.95 for In-house and $29.95 for Online) Includes statement, regulatory fee & PCI Compliance 2020 Credit Card Quote.xls Town of Irondequoit Department of Recreation Plug n Pay 154 Pinegrove Ave.800-945-2538 Rochester, NY 14617 sales@plugnpay.com 585-336-6070 Item/Brand/Style Type of Fee Cost Notes Plug and Pay Credit Card Processing service iSC Touch 250 CardReader Does not have Gateway Internet Service Fee $15.00 monthly minimum per account (less than 200 transactions/month) Additional $0.75 per transaction. Statement Fee Sales Credit & Non-PIN Debit Trans. Fee Credit Card & Non-PIN Debit North American Program Cost Fee/American Express ACH Batch Fee Account Minimum Fee Chargeback Fee Retrieval Fee Yes/No?Notes Connectability with Vermont Systems Software (RecTrac/WEbTrac) Yes PCI Compliant Person on phone said in process. Annual Fees (Additional)No Setup Fees None - already have Credit Card Quote - 2020 Company Name & Contact Info. Additional Notes 2 accounts (RecTrac and WebTrac) Total of minimum $30.00/month. Software Compatibility: Must be able to interact with Vermont Systems - RecTrac/WebTrac Software PCI Compliance: Must be PCI Compliant Card Reader: Needs to have the iSC Touch 250 Card Reader **Called on 8/21/20 (voicemail) and 8/24/20 was connected to service representative. No formal contract. Was not helpful over the phone. Denisse did support ticket and we received same information. Asked for these - said that those were merchant bank fees and nothing to do with them. 2020 Credit Card Quote.xls Resolution No. 2020-________ EXTRACT OF MINUTES OF MEETING OF THE TOWN BOARD ADOPTING A RESOLUTION AUTHORIZING THE SUPERVISOR TO ENTER INTO A NEW CONTRACT WITH VENDOR FOR YOUTH, FAMILY, AND SENIOR RECREATIONAL PROGRAMMING FOR FALL 2020 At a regular meeting of the Town Board of the Town of Irondequoit, Monroe County, New York held at the Town Hall, 1280 Titus Avenue, in said Town of Irondequoit, on the 20th day of October 2020, at 7:00 P.M. local time; there were: PRESENT: David Seeley Town Supervisor Patrina Freeman Town Board Member John Perticone Town Board Member Kimie Romeo Town Board Member Peter Wehner Town Board Member Harter Secrest & Emery LLP Attorney for the Town Town Board Member _____________________ offered the following resolution and moved its adoption: WHEREAS, pursuant to Town Board resolution 2020-231 adopted on September 8, 2020, the Town Board authorized the Supervisor to enter into contracts with vendors for Youth, Family, and Senior recreational programs as attached hereto as Addendum “A”; and WHEREAS, an additional Youth & Family vendor was added as attached hereto as Addendum “B”. NOW, THEREFORE, BE IT RESOLVED, that the Town Board hereby replaces and supersedes Addendum “A” of Resolution 2020-231 with the chart attached hereto and made a part hereof as Addendum “B”. AND FURTHER IT BE RESOLVED THAT, the Town Board authorizes the Supervisor to enter into new and revised contracts with vendors in Addendum “B”, which is attached hereto and made a part hereof, in such form as approved by the Attorney for the Town. This resolution shall take effect immediately upon its adoption. Seconded by the Town Board Member ____________________ and duly put to vote, which resulted as follows: Town Board Member Wehner voting __________ Town Board Member Perticone voting __________ Town Board Member Romeo voting __________ Town Board Member Freeman voting __________ Town Supervisor Seeley voting __________ Youth Recreational Program Instructor Payouts - Fall 2020 - Addendum "A" Name Activity Description Beg Date End Date Time Period Program Rate Instructor Rate Amount to Recreation Elizabeth Bauld 4515-A Storybook Cooks: Big Pumpkin 10/15/2020 10/15/2020 6:00P-7:00P $16.00/Per Head $12.00/Per Head $4.00/Per Head Storybook Cooks 4515-B Storybook Cooks:How to Catch a Turkey 11/19/2020 11/19/2020 6:00P-7:00P $16.00/Per Head $12.00/Per Head $4.00/Per Head 4516-A Storybook Cooks:How to Catch an Elf 12/3/2020 12/3/2020 6:00P-7:00P $16.00/Per Head $12.00/Per Head $4.00/Per Head 4518-A Storybook Cooks Tweens: Hocus Pocus 10/8/2020 10/8/2020 6:00P-7:00P $16.00/Per Head $12.00/Per Head $4.00/Per Head 4518-B Storybook Cooks Tweens: Star Wars Snack 11/12/2020 11/12/2020 6:00P-7:00P $16.00/Per Head $12.00/Per Head $4.00/Per Head 4519-A Storybook Cooks Tweens: Grinch Snacks 12/17/2020 12/17/2020 6:00P-7:00P $16.00/Per Head $12.00/Per Head $4.00/Per Head Name Activity Description Beg Date End Date Time Period Program Rate Instructor Rate Amount to Recreation Jennifer Colombo 4526-A Music and Movement with Miss Jennnifer 9/17/2020 10/8/2020 9:45A-10:30A $44.00/Per Head $34.00/Per Head $10.00/Per Head 4526-B Music and Movement with Miss Jennnifer 9/17/2020 10/8/2020 5:45P-6:30P $44.00/Per Head $34.00/Per Head $10.00/Per Head 4526-C Music and Movement with Miss Jennnifer 11/5/2020 12/3/2020 9:45A-10:30A $44.00/Per Head $34.00/Per Head $10.00/Per Head 4526-D Music and Movement with Miss Jennnifer 11/5/2020 12/3/2020 5:45P-6:30P $44.00/Per Head $34.00/Per Head $10.00/Per Head 4527-A Halloween Fun with Miss Jennifer 10/29/2020 10/29/2020 9:45A-10:30A $7.00/Per Head $5.00/Per Head $2.00/Per Head 4527-B Halloween Fun with Miss Jennifer 10/29/2020 10/29/2020 5:45P-6:30P $7.00/Per Head $5.00/Per Head $2.00/Per Head 4528-A Holiday Bash with Miss Jennifer 12/17/2020 12/17/2020 9:45A-10:30A $7.00/Per Head $5.00/Per Head $2.00/Per Head 4528-B Holiday Bash with Miss Jennifer 12/17/2020 12/17/2020 5:45P-6:30P $7.00/Per Head $5.00/Per Head $2.00/Per Head Name Activity Description Beg Date End Date Time Period Program Rate Instructor Rate Amount to Recreation Randy Crudup 4239-A Tiny Panthers Karate 9/15/2020 10/6/2020 5:30P-6:00P $30.00/Per Head $21.00/Per Head $9.00/Per Head 4239-B Tiny Panthers Karate 10/10/2020 10/31/2020 10:00A-10:30A $30.00/Per Head $21.00/Per Head $9.00/Per Head 4239-C Tiny Panthers Karate 11/3/2020 11/24/2020 5:30P-6:00P $30.00/Per Head $21.00/Per Head $9.00/Per Head 4239-D Tiny Panthers Karate 11/7/2020 11/28/2020 10:00A-10:30A $30.00/Per Head $21.00/Per Head $9.00/Per Head 4240-A Panthers Karate 9/15/2020 10/6/2020 5:30P-6:00P $30.00/Per Head $21.00/Per Head $9.00/Per Head 4240-B Panthers Karate 10/10/2020 10/31/2020 10:00A-10:30A $30.00/Per Head $21.00/Per Head $9.00/Per Head 4240-C Panthers Karate 11/3/2020 11/24/2020 5:30P-6:00P $30.00/Per Head $21.00/Per Head $9.00/Per Head 4240-D Panthers Karate 11/7/2020 11/28/2020 10:00A-10:30A $30.00/Per Head $21.00/Per Head $9.00/Per Head Name Activity Description Beg Date End Date Time Period Program Rate Instructor Rate Amount to Recreation Shelancia Daniels 4947-A Creativity Challenge Club 9/22/2020 10/13/2020 5:30P-6:30P $65.00/Per Head $50.00/Per Head $15.00/Per Head The Creativity Shell 4947-B Creativity Challenge Club 10/20/2020 11/10/2020 5:30P-6:30P $65.00/Per Head $50.00/Per Head $15.00/Per Head 4948-A Creative Critters Club 9/23/2020 10/14/2020 5:30P-6:30P $65.00/Per Head $50.00/Per Head $15.00/Per Head 4948-B Creative Critters Club 10/21/2020 11/18/2020 5:30P-6:30P $65.00/Per Head $50.00/Per Head $15.00/Per Head 4949-A Mommy/Guardian and Me Sewing 9/24/2020 10/15/2020 5:30P-6:30P $65.00/Per Head $50.00/Per Head $15.00/Per Head 4949-B Mommy/Guardian and Me Sewing 10/22/2020 11/12/2020 5:30P-6:30P $65.00/Per Head $50.00/Per Head $15.00/Per Head Name Activity Description Beg Date End Date Time Period Program Rate Instructor Rate Amount to Recreation Icon Production LLC 4220-A Little Kickers Soccer 3-4 yrs. 9/15/2020 10/6/2020 6:15P-6:45P $46.00/Per Head $33.00/Per Head $13.00/Per Head 4220-B Little Kickers Soccer 5-6 yrs. 9/15/2020 10/6/2020 6:15P-7:00P $52.00/Per Head $37.00/Per Head $15.00/Per Head 4220-C Little Kickers Soccer 7-9 yrs. 9/15/2020 10/6/2020 7:15P-8:00P $52.00/Per Head $37.00/Per Head $15.00/Per Head Name Activity Description Beg Date End Date Time Period Program Rate Instructor Rate Amount to Recreation Cyndi Lovejoy 4101-A Nutcracker Ballet 12/3/2020 12/17/2020 5:30P-6:30P $32.00/Per Head $24.00/Per Head $8.00/Per Head Stretch and Grow 4202-A Girl Power Cheer Squad 10/7/2020 11/4/2020 6:15P-7:00P $52.00/Per Head $42.50/Per Head $9.50/Per Head 4203-A Zombie Zumba Family Night 10/22/2020 10/22/2020 6:00P-7:00P $4.00/Per Head $3.00/Per Head $1.00/Per Head 4205-A Camp Fit: Obstacles and Games 9/15/2020 10/6/2020 5:30P-6:15P $40.00/Per Head $32.00/Per Head $8.00/Per Head 4206-A Camp Fit: Mini Ninja Warrior 9/15/2020 10/6/2020 6:30P-7:15P $40.00/Per Head $32.00/Per Head $8.00/Per Head 4207-A Girl Power! Mom & Me Zumba 10/19/2020 11/9/2020 7:30P-8:15P $49.00/Per Pair $40.00/Per Pair $9.00/Per Pair 4208-A Basic Ballet: Once Upon a Time 10/8/2020 10/29/2020 5:30P-6:15P $42.00/Per Head $32.00/Per Head $10.00/Per Head 4208-B Basic Ballet: Once Upon a Time 11/5/2020 11/19/2020 5:30P-6:15P $32.00/Per Head $24.00/Per Head $8.00/Per Head 4212-A Jazz It Up 11/5/2020 11/19/2020 6:30P-7:15P $32.00/Per Head $24.00/Per Head $8.00/Per Head 4213-A Intro to Dance and Movement 10/7/2020 10/28/2020 5:30P-6:00P $40.00/Per Head $32.00/Per Head $8.00/Per Head 4213-B Intro to Dance and Movement 11/4/2020 11/25/2020 5:30P-6:00P $31.00/Per Head $22.50/Per Head $8.50/Per Head 4214-A Friday Morning Mixer - Boo to You 10/16/2020 10/16/2020 9:45A-10:30A $10.00/Per Head $7.50/Per Head $2.50/Per Head 4214-B Friday Morning Mixer - Turkey Time 11/13/2020 11/13/2020 9:45A-10:30A $10.00/Per Head $7.50/Per Head $2.50/Per Head 4214-C Friday Morning Mixer - Reindeer Games 12/11/2020 12/11/2020 9:45A-10:30A $10.00/Per Head $7.50/Per Head $2.50/Per Head 4216-A Tumble Tots 10/5/2020 11/2/2020 11:00A-11:45A $39.00/Per Head $30.00/Per Head $9.00/Per Head 4216-B Tumble Tots 10/5/2020 11/2/2020 5:30P-6:15P $39.00/Per Head $30.00/Per Head $9.00/Per Head 4216-C Tumble Tots 11/9/2020 11/30/2020 11:00A-11:45A $39.00/Per Head $30.00/Per Head $9.00/Per Head 4216-D Tumble Tots 11/9/2020 11/30/2020 5:30P-6:15P $39.00/Per Head $30.00/Per Head $9.00/Per Head 4219-A Fitness Stars 10/19/2020 11/9/2020 6:25P-7:10P $40.00/Per Head $32.00/Per Head $8.00/Per Head 4226-A Intro to Hip Hop 10/8/2020 10/29/2020 6:25P-7:10P $42.00/Per Head $32.00/Per Head $10.00/Per Head Name Activity Description Beg Date End Date Time Period Program Rate Instructor Rate Amount to Recreation Collavani McLeod 4324-A Color on Canvas Spooky Edition 10/14/2020 10/14/2020 5:30P-7:00P $20.00/Per Head $15.00/Per Head $5.00/Per Head Coloring on Canvas 4325-A Enchanted Wonderland Pixie Oasis 10/22/2020 10/22/2020 10:00A-5:30P $40.00/Per Head $35.00/Per Head $5.00/Per Head 4325-B Enchanted Wonderland Pixie Oasis 10/22/2020 10/22/2020 10:00A-5:30P $40.00/Per Head $35.00/Per Head $5.00/Per Head 4326-A Holiday Gift Day Jewelry Designing 12/9/2020 12/9/2020 5:45P-6:45P $30.00/Per Head $25.00/Per Head $5.00/Per Head Name Activity Description Beg Date End Date Time Period Program Rate Instructor Rate Amount to Recreation Samir Patel 4956-A Snapology Scientists (5 wks) 9/10/2020 10/8/2020 12:00P-1:00P $65.00/Per Head $55.00/Per Head $10.00/Per Head Snapology of Pittsford 4956-B Snapology Scientists (5 wks) 10/15/2020 11/12/2020 12:00P-1:00P $65.00/Per Head $55.00/Per Head $10.00/Per Head 4956-C Snapology Scientists (10 wks) 9/10/2020 11/12/2020 12:00P-1:00P $99.00/Per Head $89.00/Per Head $10.00/Per Head 4961-A Real World Robotics (5 wks) 9/10/2020 10/8/2020 1:00P-2:00P $65.00/Per Head $55.00/Per Head $10.00/Per Head 4961-B Real World Robotics (5 wks) 10/15/2020 11/12/2020 1:00P-2:00P $65.00/Per Head $55.00/Per Head $10.00/Per Head 4961-C Real World Robotics (10 wks) 9/10/2020 11/12/2020 1:00P-2:00P $99.00/Per Head $89.00/Per Head $10.00/Per Head 4963-A Mega Machines Robotics (5 wks) 10/15/2020 11/12/2020 4:30P-5:30P $65.00/Per Head $55.00/Per Head $10.00/Per Head 4963-B Mega Machines Robotics (4 wks) 11/19/2020 12/17/2020 4:30P-5:30P $52.00/Per Head $42.00/Per Head $10.00/Per Head 4963-C Mega Machines Robotics (9 wks) 10/15/2020 12/17/2020 4:30P-5:30P $99.00/Per Head $89.00/Per Head $10.00/Per Head 4965-A Snapology Minecraft Basic 11/19/2020 12/17/2020 12:00P-1:00P $40.00/Per Head $30.00/Per Head $10.00/Per Head 4965-B Snapology Pokemania 11/19/2020 12/17/2020 1:00P-2:00P $40.00/Per Head $30.00/Per Head $10.00/Per Head 4965-C Snapology Minecraft Basic/Pokemania 11/19/2020 12/17/2020 12:00P-2:00P $65.00/Per Head $55.00/Per Head $10.00/Per Head 4968-A Snapology Minecraft Advanced 9/10/2020 10/8/2020 4:30P-5:30P $60.00/Per Head $50.00/Per Head $10.00/Per Head Adult/Senior Recreational Program Instructor Payouts -Fall 2020 - Addendum "A" Name Activity Description Beg Date End Date Time Period Program Rate Instructor Rate Amount to Recreation Carol Lang 5402-A Fitness Yoga I 9/29/2020 12/15/2020 8:00A-9:00A $55.00/Per Head - 1 Day wk $95.00/Per Head - 2 days wk $44.00/Per Head - 1 Day wk $76.00/Per Head - 2 days wk $11.00/Per Head - 1 Day wk $19.00/Per Head - 2 days wk 5402-B Fitness Yoga I 10/1/2020 12/17/2020 8:00A-9:00A $55.00/Per Head - 1 Day wk $95.00/Per Head - 2 days wk $44.00/Per Head - 1 Day wk $76.00/Per Head - 2 days wk $11.00/Per Head - 1 Day wk $19.00/Per Head - 2 days wk 5407-A Motion Promotion 9/29/2020 12/15/2020 10:10A-11:10A $50.00/Per Head - 1 Day wk $65.00/Per Head - 2 days wk $40.00/Per Head - 1 Day wk $52.00/Per Head - 2 days wk $10.00/Per Head - 1 Day wk $13.00/Per Head - 2 days wk 5407-B Motion Promotion 10/1/2020 12/17/2020 10:10A-11:10A $50.00/Per Head - 1 Day wk $65.00/Per Head - 2 days wk $40.00/Per Head - 1 Day wk $52.00/Per Head - 2 days wk $10.00/Per Head - 1 Day wk $13.00/Per Head - 2 days wk 5410-A Morning Cardio with Carol 10/2/2020 12/18/2020 8:00A-9:00A $60.00/Per Head $48.00/Per Head $12.00/Per Head Name Activity Description Beg Date End Date Time Period Program Rate Instructor Rate Amount to Recreation Sarah Otis 5404-A Tai Chi 9/14/2020 11/4/2020 10:00A-11:00A $20.00/Per Head $15.00/Per Head $5.00/Per Head Lifespan of Greater Rochester Youth Recreational Program Instructor Payouts - Fall 2020 - Addendum "B" Name Activity Description Beg Date End Date Time Period Program Rate Instructor Rate Amount to Recreation Elizabeth Bauld 4515-A Storybook Cooks: Big Pumpkin 10/15/2020 10/15/2020 6:00P-7:00P $16.00/Per Head $12.00/Per Head $4.00/Per Head Storybook Cooks 4515-B Storybook Cooks:How to Catch a Turkey 11/19/2020 11/19/2020 6:00P-7:00P $16.00/Per Head $12.00/Per Head $4.00/Per Head 4516-A Storybook Cooks:How to Catch an Elf 12/3/2020 12/3/2020 6:00P-7:00P $16.00/Per Head $12.00/Per Head $4.00/Per Head 4518-A Storybook Cooks Tweens: Hocus Pocus 10/8/2020 10/8/2020 6:00P-7:00P $16.00/Per Head $12.00/Per Head $4.00/Per Head 4518-B Storybook Cooks Tweens: Star Wars Snack 11/12/2020 11/12/2020 6:00P-7:00P $16.00/Per Head $12.00/Per Head $4.00/Per Head 4519-A Storybook Cooks Tweens: Grinch Snacks 12/17/2020 12/17/2020 6:00P-7:00P $16.00/Per Head $12.00/Per Head $4.00/Per Head Name Activity Description Beg Date End Date Time Period Program Rate Instructor Rate Amount to Recreation Jennifer Colombo 4526-A Music and Movement with Miss Jennnifer 9/17/2020 10/8/2020 9:45A-10:30A $44.00/Per Head $34.00/Per Head $10.00/Per Head 4526-B Music and Movement with Miss Jennnifer 9/17/2020 10/8/2020 5:45P-6:30P $44.00/Per Head $34.00/Per Head $10.00/Per Head 4526-C Music and Movement with Miss Jennnifer 11/5/2020 12/3/2020 9:45A-10:30A $44.00/Per Head $34.00/Per Head $10.00/Per Head 4526-D Music and Movement with Miss Jennnifer 11/5/2020 12/3/2020 5:45P-6:30P $44.00/Per Head $34.00/Per Head $10.00/Per Head 4527-A Halloween Fun with Miss Jennifer 10/29/2020 10/29/2020 9:45A-10:30A $7.00/Per Head $5.00/Per Head $2.00/Per Head 4527-B Halloween Fun with Miss Jennifer 10/29/2020 10/29/2020 5:45P-6:30P $7.00/Per Head $5.00/Per Head $2.00/Per Head 4528-A Holiday Bash with Miss Jennifer 12/17/2020 12/17/2020 9:45A-10:30A $7.00/Per Head $5.00/Per Head $2.00/Per Head 4528-B Holiday Bash with Miss Jennifer 12/17/2020 12/17/2020 5:45P-6:30P $7.00/Per Head $5.00/Per Head $2.00/Per Head Name Activity Description Beg Date End Date Time Period Program Rate Instructor Rate Amount to Recreation Randy Crudup 4239-A Tiny Panthers Karate 9/15/2020 10/6/2020 5:30P-6:00P $30.00/Per Head $21.00/Per Head $9.00/Per Head 4239-B Tiny Panthers Karate 10/10/2020 10/31/2020 10:00A-10:30A $30.00/Per Head $21.00/Per Head $9.00/Per Head 4239-C Tiny Panthers Karate 11/3/2020 11/24/2020 5:30P-6:00P $30.00/Per Head $21.00/Per Head $9.00/Per Head 4239-D Tiny Panthers Karate 11/7/2020 11/28/2020 10:00A-10:30A $30.00/Per Head $21.00/Per Head $9.00/Per Head 4240-A Panthers Karate 9/15/2020 10/6/2020 5:30P-6:00P $30.00/Per Head $21.00/Per Head $9.00/Per Head 4240-B Panthers Karate 10/10/2020 10/31/2020 10:00A-10:30A $30.00/Per Head $21.00/Per Head $9.00/Per Head 4240-C Panthers Karate 11/3/2020 11/24/2020 5:30P-6:00P $30.00/Per Head $21.00/Per Head $9.00/Per Head 4240-D Panthers Karate 11/7/2020 11/28/2020 10:00A-10:30A $30.00/Per Head $21.00/Per Head $9.00/Per Head Name Activity Description Beg Date End Date Time Period Program Rate Instructor Rate Amount to Recreation Shelancia Daniels 4947-A Creativity Challenge Club 9/22/2020 10/13/2020 5:30P-6:30P $65.00/Per Head $50.00/Per Head $15.00/Per Head The Creativity Shell 4947-B Creativity Challenge Club 10/20/2020 11/10/2020 5:30P-6:30P $65.00/Per Head $50.00/Per Head $15.00/Per Head 4948-A Creative Critters Club 9/23/2020 10/14/2020 5:30P-6:30P $65.00/Per Head $50.00/Per Head $15.00/Per Head 4948-B Creative Critters Club 10/21/2020 11/18/2020 5:30P-6:30P $65.00/Per Head $50.00/Per Head $15.00/Per Head 4949-A Mommy/Guardian and Me Sewing 9/24/2020 10/15/2020 5:30P-6:30P $65.00/Per Head $50.00/Per Head $15.00/Per Head 4949-B Mommy/Guardian and Me Sewing 10/22/2020 11/12/2020 5:30P-6:30P $65.00/Per Head $50.00/Per Head $15.00/Per Head Name Activity Description Beg Date End Date Time Period Program Rate Instructor Rate Amount to Recreation Icon Production LLC 4220-A Little Kickers Soccer 3-4 yrs. 9/15/2020 10/6/2020 6:15P-6:45P $46.00/Per Head $33.00/Per Head $13.00/Per Head 4220-B Little Kickers Soccer 5-6 yrs. 9/15/2020 10/6/2020 6:15P-7:00P $52.00/Per Head $37.00/Per Head $15.00/Per Head 4220-C Little Kickers Soccer 7-9 yrs. 9/15/2020 10/6/2020 7:15P-8:00P $52.00/Per Head $37.00/Per Head $15.00/Per Head Name Activity Description Beg Date End Date Time Period Program Rate Instructor Rate Amount to Recreation Cyndi Lovejoy 4101-A Nutcracker Ballet 12/3/2020 12/17/2020 5:30P-6:30P $32.00/Per Head $24.00/Per Head $8.00/Per Head Stretch and Grow 4202-A Girl Power Cheer Squad 10/7/2020 11/4/2020 6:15P-7:00P $52.00/Per Head $42.50/Per Head $9.50/Per Head 4203-A Zombie Zumba Family Night 10/22/2020 10/22/2020 6:00P-7:00P $4.00/Per Head $3.00/Per Head $1.00/Per Head 4205-A Camp Fit: Obstacles and Games 9/15/2020 10/6/2020 5:30P-6:15P $40.00/Per Head $32.00/Per Head $8.00/Per Head 4206-A Camp Fit: Mini Ninja Warrior 9/15/2020 10/6/2020 6:30P-7:15P $40.00/Per Head $32.00/Per Head $8.00/Per Head 4207-A Girl Power! Mom & Me Zumba 10/19/2020 11/9/2020 7:30P-8:15P $49.00/Per Pair $40.00/Per Pair $9.00/Per Pair 4208-A Basic Ballet: Once Upon a Time 10/8/2020 10/29/2020 5:30P-6:15P $42.00/Per Head $32.00/Per Head $10.00/Per Head 4208-B Basic Ballet: Once Upon a Time 11/5/2020 11/19/2020 5:30P-6:15P $32.00/Per Head $24.00/Per Head $8.00/Per Head 4212-A Jazz It Up 11/5/2020 11/19/2020 6:30P-7:15P $32.00/Per Head $24.00/Per Head $8.00/Per Head 4213-A Intro to Dance and Movement 10/7/2020 10/28/2020 5:30P-6:00P $40.00/Per Head $32.00/Per Head $8.00/Per Head 4213-B Intro to Dance and Movement 11/4/2020 11/25/2020 5:30P-6:00P $31.00/Per Head $22.50/Per Head $8.50/Per Head 4214-A Friday Morning Mixer - Boo to You 10/16/2020 10/16/2020 9:45A-10:30A $10.00/Per Head $7.50/Per Head $2.50/Per Head 4214-B Friday Morning Mixer - Turkey Time 11/13/2020 11/13/2020 9:45A-10:30A $10.00/Per Head $7.50/Per Head $2.50/Per Head 4214-C Friday Morning Mixer - Reindeer Games 12/11/2020 12/11/2020 9:45A-10:30A $10.00/Per Head $7.50/Per Head $2.50/Per Head 4216-A Tumble Tots 10/5/2020 11/2/2020 11:00A-11:45A $39.00/Per Head $30.00/Per Head $9.00/Per Head 4216-B Tumble Tots 10/5/2020 11/2/2020 5:30P-6:15P $39.00/Per Head $30.00/Per Head $9.00/Per Head 4216-C Tumble Tots 11/9/2020 11/30/2020 11:00A-11:45A $39.00/Per Head $30.00/Per Head $9.00/Per Head 4216-D Tumble Tots 11/9/2020 11/30/2020 5:30P-6:15P $39.00/Per Head $30.00/Per Head $9.00/Per Head 4219-A Fitness Stars 10/19/2020 11/9/2020 6:25P-7:10P $40.00/Per Head $32.00/Per Head $8.00/Per Head 4226-A Intro to Hip Hop 10/8/2020 10/29/2020 6:25P-7:10P $42.00/Per Head $32.00/Per Head $10.00/Per Head Name Activity Description Beg Date End Date Time Period Program Rate Instructor Rate Amount to Recreation Collavani McLeod 4324-A Color on Canvas Spooky Edition 10/14/2020 10/14/2020 5:30P-7:00P $20.00/Per Head $15.00/Per Head $5.00/Per Head Coloring on Canvas 4325-A Enchanted Wonderland Pixie Oasis 10/22/2020 10/22/2020 10:00A-5:30P $40.00/Per Head $35.00/Per Head $5.00/Per Head 4325-B Enchanted Wonderland Pixie Oasis 10/22/2020 10/22/2020 10:00A-5:30P $40.00/Per Head $35.00/Per Head $5.00/Per Head 4326-A Holiday Gift Day Jewelry Designing 12/9/2020 12/9/2020 5:45P-6:45P $30.00/Per Head $25.00/Per Head $5.00/Per Head Name Activity Description Beg Date End Date Time Period Program Rate Instructor Rate Amount to Recreation Samir Patel 4956-A Snapology Scientists (5 wks) 9/10/2020 10/8/2020 12:00P-1:00P $65.00/Per Head $55.00/Per Head $10.00/Per Head Snapology of Pittsford 4956-B Snapology Scientists (5 wks) 10/15/2020 11/12/2020 12:00P-1:00P $65.00/Per Head $55.00/Per Head $10.00/Per Head 4956-C Snapology Scientists (10 wks) 9/10/2020 11/12/2020 12:00P-1:00P $99.00/Per Head $89.00/Per Head $10.00/Per Head 4961-A Real World Robotics (5 wks) 9/10/2020 10/8/2020 1:00P-2:00P $65.00/Per Head $55.00/Per Head $10.00/Per Head 4961-B Real World Robotics (5 wks) 10/15/2020 11/12/2020 1:00P-2:00P $65.00/Per Head $55.00/Per Head $10.00/Per Head 4961-C Real World Robotics (10 wks) 9/10/2020 11/12/2020 1:00P-2:00P $99.00/Per Head $89.00/Per Head $10.00/Per Head 4963-A Mega Machines Robotics (5 wks) 10/15/2020 11/12/2020 4:30P-5:30P $65.00/Per Head $55.00/Per Head $10.00/Per Head 4963-B Mega Machines Robotics (4 wks) 11/19/2020 12/17/2020 4:30P-5:30P $52.00/Per Head $42.00/Per Head $10.00/Per Head 4963-C Mega Machines Robotics (9 wks) 10/15/2020 12/17/2020 4:30P-5:30P $99.00/Per Head $89.00/Per Head $10.00/Per Head 4965-A Snapology Minecraft Basic 11/19/2020 12/17/2020 12:00P-1:00P $40.00/Per Head $30.00/Per Head $10.00/Per Head 4965-B Snapology Pokemania 11/19/2020 12/17/2020 1:00P-2:00P $40.00/Per Head $30.00/Per Head $10.00/Per Head 4965-C Snapology Minecraft Basic/Pokemania 11/19/2020 12/17/2020 12:00P-2:00P $65.00/Per Head $55.00/Per Head $10.00/Per Head 4968-A Snapology Minecraft Advanced 9/10/2020 10/8/2020 4:30P-5:30P $60.00/Per Head $50.00/Per Head $10.00/Per Head Name Activity Description Beg Date End Date Time Period Program Rate Instructor Rate Amount to Recreation Strike Back Martial Arts 4230-A Jujitsu Buddies Level 1 11/7/2020 1/9/2020 10:15A-11:00A $180.00 Per Head $175.00/Per Head $5.00/Per Head 4230-B Jujitsu Buddies Level 1 11/7/2020 1/9/2020 12:15P-1:00P $180.00 Per Head $175.00/Per Head $5.00/Per Head 4231-A Jujitsu Buddies Level 2 11/7/2020 1/9/2020 11:15A-12:00P $180.00 Per Head $175.00/Per Head $5.00/Per Head 4232-A Junior Jujitsu - Nov. Session 11/7/2020 11/28/2020 9:00A-10:00A $90.00/Per Head $85.00/Per Head $5.00/Per Head 4232-B Junior Jujitsu -Dec. Session 12/5/2020 12/26/2020 9:00A-10:00A $90.00/Per Head $85.00/Per Head $5.00/Per Head 4233-A No Gi Jujitsu - Nov. Session 11/3/2020 11/24/2020 6:00P-6:45P $110.00/Per Head $105.00/Per Head $5.00/Per Head 4233-B No Gi Jujitsu - Dec. Session 12/1/2020 12/29/2020 6:00P-6:45P $110.00/Per Head $105.00/Per Head $5.00/Per Head 4234-A Strike-Fit Teens - Nov. Session 11/3/2020 11/24/2020 7:00P-7:45P $110.00/Per Head $105.00/Per Head $5.00/Per Head 4234-B Strike-Fit Teens - Dec. Session 12/1/2020 12/29/2020 7:00P-7:45P $110.00/Per Head $105.00/Per Head $5.00/Per Head Adult/Senior Recreational Program Instructor Payouts -Fall 2020 - Addendum "B" Name Activity Description Beg Date End Date Time Period Program Rate Instructor Rate Amount to Recreation Carol Lang 5402-A Fitness Yoga I 9/29/2020 12/15/2020 8:00A-9:00A $55.00/Per Head - 1 Day wk $95.00/Per Head - 2 days wk $44.00/Per Head - 1 Day wk $76.00/Per Head - 2 days wk $11.00/Per Head - 1 Day wk $19.00/Per Head - 2 days wk 5402-B Fitness Yoga I 10/1/2020 12/17/2020 8:00A-9:00A $55.00/Per Head - 1 Day wk $95.00/Per Head - 2 days wk $44.00/Per Head - 1 Day wk $76.00/Per Head - 2 days wk $11.00/Per Head - 1 Day wk $19.00/Per Head - 2 days wk 5407-A Motion Promotion 9/29/2020 12/15/2020 10:10A-11:10A $50.00/Per Head - 1 Day wk $65.00/Per Head - 2 days wk $40.00/Per Head - 1 Day wk $52.00/Per Head - 2 days wk $10.00/Per Head - 1 Day wk $13.00/Per Head - 2 days wk 5407-B Motion Promotion 10/1/2020 12/17/2020 10:10A-11:10A $50.00/Per Head - 1 Day wk $65.00/Per Head - 2 days wk $40.00/Per Head - 1 Day wk $52.00/Per Head - 2 days wk $10.00/Per Head - 1 Day wk $13.00/Per Head - 2 days wk 5410-A Morning Cardio with Carol 10/2/2020 12/18/2020 8:00A-9:00A $60.00/Per Head $48.00/Per Head $12.00/Per Head Name Activity Description Beg Date End Date Time Period Program Rate Instructor Rate Amount to Recreation Sarah Otis 5404-A Tai Chi 9/14/2020 11/4/2020 10:00A-11:00A $20.00/Per Head $15.00/Per Head $5.00/Per Head Lifespan of Greater Rochester