Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
202401018 NYS Route 29 Prime Station Lane Site Plan Water and Sewer Report
Water and Sewer Report for Station Park Subdivision Tax Parcels 165.2-70, 165-2-18 and 165-2-19 City of Saratoga Springs Saratoga County, New York Prepared for Prime Companies 621 Columbia Street Ext. Cohoes NY 12047 July 12, 2024 Revised April 10, 2024 NEB, W. � 0 LU �OFES S lC} Prepared by: EP Land Services LLC 621 Columbia Street Ext. <> Cohoes, NY 12047 (518) 785-9000 EP LAND SERVICES FP LAND SERVICES WATER AND SEWER REPORT for STATION PARK SUBDIVISION CITY OF SARATOGA, SARATOGA COUNTY, NY Table of Contents 1.0 INTRODUCTION......................................................................................................................................................... 1 1.1 Project Description.................................................................................................................................................. 1 1.2 Location and Zoning................................................................................................................................................ 1 1.3 Existing Town Water/Sewer.................................................................................................................................... 1 1.4 Record Information and Pump Station Upgrades ................................................................................................ 1 1.5 Peak Sewer Rate......................................................................................................................................................2 1.6 Wetlands...................................................................................................................................................................2 1.7 100-Year Flood Plain...............................................................................................................................................2 2.0 DESIGN STANDARDS............................................................................................................................................... 3 2.1 NYSDEC Water and Sewer Demand and Design Standards ............................................................................... 3 2.2 Proposed Water.......................................................................................................................................................4 2.3 Proposed Sewer....................................................................................................................................................... 5 2.3.1 Peak Sewer Rate...................................................................................................................................................... 5 2.3.2 Station Lane Sewer Flows....................................................................................................................................... 5 2.3.3 Pump Station Upgrades.......................................................................................................................................... 5 2.3.1 Generator and Emergency System........................................................................................................................ 6 2.3.2 Flow Rates in Pipes................................................................................................................................................. 6 2.4 Pump Station Worst Case Scenario....................................................................................................................... 7 2.5 District Extensions .................................................................................................................................................. 7 2.6 Financing.................................................................................................................................................................. 7 3.0 EXHIBITS.................................................................................................................................................................... 8 Exhibit 1 — LA Group 2019 Report and Flow meter results........................................................................................... 9 Exhibit 2 —Average flows for Multifamily (similar project) ......................................................................................... 10 Exhibit 3— Pump Station Calculations and Pump Information................................................................................... 11 Exhibit 4— Existing Pump Station Information ............................................................................................................ 12 Exhibit 5— Pump Station Generator.............................................................................................................................. 13 Exhibit 6— Fire Hydrant Radius Map and Water Model............................................................................................... 14 I:\ENGINEERING PROJECTS\PRIME COM PAN IES\2022\2022-02-SARATOGA STATION\03-ADMIN\REPORTS\WATER AND SEWER\STATION PARK SUBDIVISION\WATER AND SEWER REPORT 6.21.24.DOCX July 2024 0EPLAND SERVICES Water/Sewer Engineering Report 1.0 INTRODUCTION 1.1 Project Description Prime Companies proposes to construct multi-family apartments, townhouse and hotel on 17.6-acre parcel located between NYS Route 29 and Station Lane in the City of Saratoga. The total area of 17.6 acres is comprised of tax parcels 165-2-70, 165-2-18 and 165-2-19. The parcel is bounded by Station Lane to the north, NYS Route 29 to the south, the railroad tracks to the west, and Multifamily/vacant land to the east. The proposed multi-family apartments will consist of two apartment buildings having a total of 344 units. Each building will be 4 stories tall with a parking garage below each of the buildings. The Townhouse dwelling units will be constructed in grouping with typical of six units per pad site. There will be 46 townhouse dwelling units and a 110-room hotel on the site. 1.2 Location and Zoning The parcel is zoned Neighborhood Center District(NC). 1.3 Existing Town Water/Sewer The City of Saratoga owns and maintains the water distribution main along Station Lane. The existing 8-inch water main has a static pressure of 68 psi and a flow rate of 833 at a residual pressure of 40 psi from the information received from the City about the existing waterline on Station Lane. The pressure reading provided by the City is at the existing hydrant in front of the parcel located at elevation 314.00. The existing Excelsior Ave water plant has a treatment capacity of 8.0 MGD and Geyser Crest wells could supply another 2 MGD if needed. Woodlawn Reservoir serves as backup reservoir with a 5 MG storage capacity. The average demand of water consumption in the city is 4.2 MGD and peak demand of 7.4 MGD for 2024. The project site is located within the water district. The City of Saratoga owns and maintains the gravity sewer and sewer pump station on Station Lane. The existing Station Lane sewer pump station has been recently upgraded with Flygt pumps (Model N3127) to have a pumping rate of 186 gpm based upon the total dynamic head of 110 feet. The 4-inch forcemain from the sewer pump station is connected to the existing 8-inch gravity sewer on West Ave near St. Charles Place. The gravity sewer on West Ave connects to the existing Saratoga County Sewer District #1 (SCSD #1) gravity sewer at the intersection of West Ave and Railroad Run (near Saratoga Regional YMCA). The SCSD #1 gravity then runs east along Railroad Run and then south to the intersection of NYS Route 50. The existing SCSD #1 gravity sewer then runs south along NYS Route 50 to Milton Sewage Pumping Station. Milton Sewage Pump Station has a 20 MGD capacity. The Milton Sewage Pumping Station forcemain is connected to SCSD #1 gravity truck sewer that directly connects to SCSD#1 Wastewater Treatment Plant in Mechanicville. SCSD#1 Wastewater Treatment Plant has a treatment capacity of 43 MGD. 1.4 Record Information and Pump Station Upgrades The LA Group prepared a sewage pump station upgrades report for Station Lane (see Exhibit 1). This report details the existing sewer flow, anticipated sewer flow from surrounding developments and the upgrades needed at the existing Station Lane. In 2019 these upgrades were installed within the pump station. A breakdown of existing and anticipated sewer flows is listed below: Askew Development 5,840 gal/day Faden Development 13,426 gal/day (Lansing Engineering December 21, 2023) Intrada 26,975 gal/day Existing Flow (metered) 14,119 gal/day Total 60,360 gal/day Per LA Group report, Faden anticipated sewer flow rate was 4,400 gpd. Based upon Lansing Engineering letter dated 12/21/23 the sewer flow has been increased by 9,025 gpd. With the peaking factor of 4.0 the peak rate was determined to be 168 gpm with an average flow of 42.0 gpm. The anticipated peak flow of 168 gpm is less than the pumping capacity of 186 gpm as noted above. July 2024 Page 1 0 EP LAND SERVICES Water/Sewer Engineering Report 1.5 Peak Sewer Rate The sewer peaking factor of 3.97 was used in LA Group 2019 report. The existing meter sewer flow shows a sewer peaking factor of 3.3. The flow meter shows a peak flow of about 32 gpm with an average flow of 9.8 gpm. (14,119 gpd/24 hours/60 minutes=9.8 gpm). See Exhibit 1 1.6 Wetlands There are ACOE jurisdictional wetlands or watercourses within the project limits. A disturbance of less than 0.04 acres will be required for construction of City Road to connect to Station Lane 1.7 100-Year Flood Plain Per National Flood Insurance Map (FIRM) panel 39091 C0433 dated August 16, 1995, the proposed project site is outside the 100-year flood plain. July 2024 Page 2 0EPLAND SERVICES Water/Sewer Engineering Report 2.0 DESIGN STANDARDS 2.1 NYSDEC Water and Sewer Demand and Design Standards The proposed water lateral for the proposed multifamily buildings and hotel will be 6-inch water services to provide domestic and fire suppression within the building. In accordance with City standards the 6-inch water laterals for these buildings will be split inside the building for domestic and fire suppression. Each townhouse and the maintenance building will have its own 1-inch water services lateral. All buildings will have a 6-inch sewer lateral that will connect to the proposed City's gravity sewer in accordance with NYSDOH requirements. Anticipated water flows are as follows: Water Usa e Average Daily Flow Average Flow Peak Flow GPD GPM GPM Multi-Family (Bldg. #1 ) 344 units 177- 1-Bedroom Units 9,735 6.76 13.52 147-2 Bedroom Units 16,170 11.23 22.46 20- 3 Bedroom Units 3,300 2.29 4.58 Hotel 110 rooms 12,100 8.40 16.80 Townhouse Dwellings 46 units x 4 bedrooms per unit 20,240 14.06 28.12 Maintenance Building 1 bathroom 200 0.13 0.26 Totals= 61,745 42.87 85.74 Multifamily building flow rate is based upon records from similar projects (See Exhibit 2). An average flow per bedroom of 55 gal. per bedroom has been assigned to the 344 multifamily units. In accordance NYSDEC Design Standards for Intermediate Sized Water Treatment Systems dated 3/5/2014, Method 3 is allowed way to calculate the demand of a unit or bedroom. Two projects that were reviewed were Captain's Lookout (72 units with 128 bedrooms) and Hudson Square (161 units with 245 bedrooms). Both projects have been built within the last 8 years and are owned and operated by Prime Companies. The proposed multifamily buildings at this site will be most similar to Hudson Square Apartments. The average flow per bedroom was determined to be around 42 gal. based upon meter reading. To be conservative, 55 gal. per bedroom has only been assigned to the multifamily portion of this project. Table B-3 of NYSDEC Design Standards for Intermediate Sized Water Treatment Systems dated 3/5/2014 was used to determine anticipated flow rate of Hotel Maintenance Building and Townhouses. The Hotel and Townhouses flow rates were estimated at 110 gallons per bedroom or per hotel room. Plumbing Fixtures will be specified as low flow type fixtures per NY State requirements for water conservation. Water peaking factor of 2 was used. July 2024 Page 3 0EPLAND SERVICES Water/Sewer Engineering Report Anticipated sewer flows are as follows: Sewer Flows Average Daily Flow Average Flow Peak Flow GPD GPM GPM Multi-Family (Bldg. #1 ) 344 units 177- 1-Bedroom Units 9,735 6.76 22.98 147-2 Bedroom Units 16,170 11.23 38.18 20- 3 Bedroom Units 3,300 2.29 7.79 Hotel 110 rooms 12,100 8.40 28.56 Townhouse Dwellings 46 units x 4 bedrooms per unit 20,240 14.06 47.80 Maintenance Building 1 bathroom 200 0.13 0.52 Totals= 61,745 42.87 145.84 A Sewer peaking factor of 3.4 was used based upon serve population per 10-state standards section Chapter 10. 2.2 Proposed Water The project will utilize the existing 8-inch water line along Station Lane to service the proposed project site. Approximately 2,700 linear feet of 8-inch DIP Cl 52 watermain will be installed in the new roadway Right-of-Way (R.O.W) or City easement for this project. The waterline will be looped internally but there will be one source of water supply (Station Lane) as there is no City watermains on Washington St. (NYS Route 29) in front of the project site. The nearest location of a watermain on Washington St. is approximately 600 feet to the east of the site near Washington St. and Freeman Lane intersection. The 2,700 feet of waterline extension within the existing water district will include 9 hydrants and 7 gate valves. The water laterals for the multifamily and hotel will be 6-inch ductile iron CL52 and will be connected to the proposed 8-inch water main extension in roadway R.O.W. A Siamese connection will be provided on the exterior of the multi-family and hotel buildings. Each Townhouse will have its own 1-inch water service connected to the proposed 8-inch watermain. See Exhibit 6 for Hydrant radius map. From the provided hydrant flow tests data, EPANET software was used to calculate the pressure and flows rates for the proposed water distribution system. Based upon utilizing maximum/peak water demand and a flow rate of 800 gpm at the highest hydrant. The minimum psi was calculated at 26 psi for the project water distribution system based upon fire flow of 800 gpm with peak water demand usage. As the domestic flow rates are small, there is not a significant pressure drop in the City's water system under the average or maximum daily demand for this project. See Exhibit 6 for calculations/model. A the existing static pressure of 68 psi was observed on the existing water distribution system (approximate at elevation 314 and the highest ceiling will be around elevation +/-375 which will have static pressure of+/-43 psi in the ceiling (highest point) for the project site. Based upon flow characteristics of the existing City's water system, a booster water pump will most likely not be required to meet fire flow requirements per NYS Building codes, but the Mechanical, Electrical and Plumbing (MEP) Engineer will need to review their model based upon NYS Fire code requirements. The MEP Engineer will be designing the sprinkler within the building and will be provided to the City in a separate report demonstrating that pressure loss within the system during the building permit process. In addition, the MEP engineer will be providing the City with back flow prevention report in conformance rules and regulations with a completed DOH-347 form for the two multi-family unit buildings (Buildings#1 and #2) and the Hotel. July 2024 Page 4 0EPLAND SERVICES Water/Sewer Engineering Report The City of Saratoga has its own water treatment plant and can produce over 10 MGD gallons of drinking water per day. Based upon average demand of 4.2 MGD and treatment capacity, the additional demand of +/- 62,000 gpd can be satisfied by the existing water distribution/treatment system. 2.3 Proposed Sewer Within the new roadway R.O.W., eleven sewer manholes and approximately 2,300 If of 8-inch pvc sdr-26 gravity sewer will be installed. The new gravity sewer will transport sewer effluent to existing Station Lane sewer pump station. The sewer pump station will then transport sewer effluent via an existing 4-inch sewer forcemain to the existing gravity sewer located at West Ave. The existing sewer pump station, proposed gravity sewer in roadway R.O.W will be owned and maintained by the City of Saratoga. Each of the multifamily buildings, the Hotel, the Maintenance Building and 46 townhouse units will have a 6-inch sewer laterals at a minimum of 2.0% slope. As the anticipated sewer flow rates and existing sewer flow rates per LA Group 2019 Station Lane upgrade report is near capacity the additional flow from the project site of 61,545 gpd cannot be handled by the new pumps installed in 2019. Thus, the sewer pumps, generator and other items must be upgraded again to satisfy the sewer effluent the project will see by the proposed project. 2.3.1 Peak Sewer Rate A sewer peaking factor of 3.4 was used based upon service population per 10-state standards section Chapter 10. See Exhibit 3 for calculation. This follows the existing meter flow that shows a sewer peaking factor of 3.3. The flow meter shows a peak flow of about 32 gpm with an average flow of 9.8 gpm. (14,119 gpd/24 hours/60 minutes=9.8 gpm). 2.3.2Station Lane Sewer Flows Askew Development 5,840 gal/day Faden Development 13,426 gal/day (Lansing Engineering December 21, 2023) Intrada 26,975 gal/day Existing Flow (metered) 14,119 gal/day Station Park Subdivision 61,745 gal/day Total 122,105 gal/day With a sewer peaking factor of 3.4, the sewer peak flow was determined 288.30 gpm with an average flow of 84.79 gpm. For design and further discussion, a peak rate of 289 apm and average flow of 85 gpm will be used. 2.3.3 Pump Station Upgrades City's Station Lane Pump station proposed to be a submersible pump system with the following design parameters: 1. Pumping Rate=293 gpm 2. Maximum 193 feet of TDH 3. Flygt model NP3171 SH 3 Adaptive 275 4. Impeller- 195 mm diameter 5. 35 HP, 60 HZ. 3-phase, 208 volt To determine the model, impeller, horsepower, TDH, cycle time, float elevations and pumping rate see design calculation in Exhibit 3. "Wet-Well" information from record information (See Exhibit 4): 1. Invert in elev.= 309.00 July 2024 Page 5 � EPLAND SERVICES Water/Sewer Engineering Report 2. High level Alarm elev.=305.10 3. Lag Pump on elev.=304.60 4. Lead Pump on elev.=304.10 5. Pump off elev.=302.10 6. Bottom of wet-well elev.=300.60 Each proposed pumps are designed for 293 gpm based upon a C=110 using Hazen-William Equation, which is greater than sewer peak flow of 289 gpm the proposed pump upgrades is in conformance with NYSDEC and Ten States Standards requiring one pump to be able to pump the sewer peak flow. A C=110 value was used to determine fictional loss in sewer forcemain for the 4-inch DIP as it is approximately 25 years old. Difference C values were reviewed for the proposed Flygt NP3171 pump and below are the results C=Value Total Dynamic Head Flow Rate by Pump Velocity in 4" Forcemain C=140 New Pie TDH=178 358 GPM 9.1 FPS C=120 TDH=189 315 GPM 8.0 FPS C=100 TDH=198 269 GPM 6.8 FPS 2.3.1 Generator and Emergency System As the pumps at this pump station will need to be upgraded, the generator servicing the pump station will also need to be upgraded. The proposed generator replacement will be a natural gas-powered generator and will serve as a secondary measure per the requirements of section 47.2 of Ten State Standards. The generator is to be located next to the pump station and connected to the control panel as well. The generator is to be Cummins Onan model C80 N6 natural gas generator which will provide sufficient power to run the proposed pump station. The generator outputs 278 Amps where the pumps require a full load current of 87 Amps each. Exhibit 5 for generator information. An existing 4" bypass system is provided for the connection of an emergency pump in the event of pump failure. 2.3.2FIow Rates in Pipes Sewer Pipe (Flowing full) Pipe size Slope Pipe Capacity Velocity m (fps) EX MH to EX Pump 8-inches 0.50%* 383 2.44 Station SMH#1 to EX MH 8-inches 0.56% 405 2.59 SHM#2 to SMH#1 8-inches 0.59% 412 2.53 SMH#3 to SMH#2 8-inches 0.51% 387 2.74 SMH#4 to SMH#3 8-inches 0.51% 387 2.74 SMH#5 to SMH#4 8-inches 2.49% 855 5.46 SMH#6 to SMH#2 8-inches 0.53% 394 2.52 SMH#7 to SMH#6 8-inches 0.53% 394 2.52 SMH#8 to SMH#7 8-inches 0.53% 394 2.52 SMH#9 to SMH#8 8-inches 0.53% 394 2.52 SMH#10 to SMH#9 8-inches 0.52% 391 2.49 SMH#11 to SMH#10 8-inches 0.50% 383 2.44 Above velocities and max. capacity of each pipe are based upon Manning equation with a N=0.013 per 10-State Standards to demonstrate the cleansing velocity of the minimally 2.0 fps when flowing full. While the proposed project never exceeds a sewer peak rate over 300 gpm the above pipes are correctly sized and meets 10-State Standards. July 2024 Page 6 FP LAND SERVICES Water/Sewer Engineering Report Sewer Pipe Maximum Flow(Peak factor) Pipe size Slope Cover Peak Flow Velocity Capacity Rate m) (fps) m EX MH to EX Pump 8-inches 0.50%* Over 4.5 feet 200** 3.26 553 Station SMH#1 to EX MH 8-inches 0.56% Over 4.5 feet 145.00 3.11 405 SHM#2 to SMH#1 8-inches 0.59% Over 4.5 feet 145.00 3.17 601 SMH#3 to SMH#2 8-inches 0.51% Over 4.5 feet 76.75 2.50 559 SMH#4 to SMH#3 8-inches 0.51% Over 4.5 feet 66.25 2.40 559 SMH#5 to SMH#4 8-inches 2.49% Over 4.5 feet 36.50 3.51 1236 SMH#6 to SMH#2 8-inches 0.53% Over 4.5 feet 68.25 2.45 570 SMH#7 to SMH#6 8-inches 0.53% Over 4.5 feet 51.00 2.25 570 SMH#8 to SMH#7 8-inches 0.53% Over 4.5 feet 33.75 2.00 570 SMH#9 to SMH#8 8-inches 0.53% Over 4.5 feet 33.75 2.00 570 SMH#10 to SMH#9 8-inches 0.52% Over 4.5 feet 33.75 1.98 564 SMH#11 to SMH#10 8-inches 0.50% Over 4.5 feet 15.50 1.54 553 Above velocities and max. capacity of each pipe run is based upon Manning equation with a N=0.009 which is commonly used and manufacturer data. The velocity and capacity each pipe run have been provided to illustrate the potential flows the sewer pipe will experience under peaking conditions and is based upon the sewer lateral connection points and discharge rates from those laterals. Notes *-denotes information obtained from record drawings **-denotes estimate value 2.4 Pump Station Worst Case Scenario The design calculations utilize 55 gallons per bedroom for the two multi- family buildings which was based upon record information and 110 gallons per bedroom for the Hotel and Townhouses per NYSDEC standards. If 110 gallons per bedroom was assigned to the proposed multifamily units, the average daily flow from the proposed project and other project sites would go from 122,105 gal/day to 151,300 gal/day (additional 29,205 gal/day). This would result in a peak flow of 357 gpm by utilizing a peaking factor on 3.4. As the pumps are set up as lead/lag just encase one pump cannot keep up with flow/fails the second pump would turn on. The two pumps working together can produce +/- 500 gpm at TDH of +/-483 feet with a velocity of 12.7 fps based upon a C=110. While this situation is not anticipated, the two pumps in series can handle the peak flow of 357 gpm if NYSDEC standard if 110 gallon per bedroom was applied to the entire project. As the hotel and townhouses are assigned 110 gallons per bedroom or over 50% of the projected sewer flow of 61,544 gpd, this is an overestimate as these two uses can range from 50 to 100 gallons/day/bedrooms based upon actual occupancy rate of the Hotel and number of people in the Townhouses. As this sewer peak situation of 357 gpm is not anticipated and if it was to happen, it would be for a short duration, and the two pumps in series exceed 357 gpm if this worst-case scenario was to occur. 2.5 District Extensions The project is located inside the City's water and sewer districts. No district extensions will be required for this project site. 2.6 Financing Financing the proposed water and sewer improvements to the site shall be born entirely by the developer of the project. July 2024 Page 7 0 EP LAND SERVICES Water/Sewer Engineering Report 3.0 EXHIBITS July 2024 Page 8 0 EP LAND SERVICES Water/Sewer Engineering Report Exhibit 1 — LA Group 2019 Report and Flow meter results July 2024 Page 9 The LA GROUP Landscape Architecture&.Engineering P.C. People.Purpose,Plaee. 40 Long Alley Saratoga Springs NY 12866 P 518-587-8100 f 518-587-0180 Engineering Report www.thelagroup.com For STATION LANE SEWAGE PUMP STATION UPGRADES In SARATOGA SPRINGS, NEW YORK Prepared For Vecino Group, New York LLC 305 W Commercial Springfield, MO 65803 Contact: Bruce Adib-Yazdi Prepared By The LA Group, P.C. 40 Long Alley Saratoga Springs, New York 12866 ''c4 f" 1�➢ Ny •�t'f+w�} r""t+nearn'F� December 28, 2018 Revised May 24,2019 Engineering Report Saratoga Springs,New York Station Lane Pump Station Upgrades 2017002 I. Introduction The wastewater generated by the Intrada Saratoga Springs project will eventually flow to the existing City of Saratoga Springs pump station on Station Lane. The City previously requested an analysis of the capacity and condition of their pump station. The Engineer's Report dated November 29, 2017 analyzed and offered recommendations for repairs or upgrades necessary to handle several proposed developments that are tributary to this pump facility. The report studied a scenario if three (3) adjacent projects were to move forward and further increase flows to the Station Lane pump station. The Intrada project received Site Plan approval on November 30, 2017. Two of the three adjacent projects on Station Lane are proceeding toward approvals with the City. The Station Lane Apartments will be referred to as the Askew Development. The project at the corner of West Avenue and Station Lane will be referred to as the Faden Development. The Station Lane Pump Station proposal is for upgrades to handle existing flow plus the projected flow from Intrada Development, Askew and Faden. Currently the Intrada project is under construction and the developers desire to start the design, approval, and construction of the Station Lane Pump Station upgrades. II. Facility Description The Station Lane Sewage Lift Station is located just west of West Avenue between Church Street and Washington Street, as shown on Attachment A. The pumping station receives sewage from the buildings fronting both sides of West Avenue between Church Street and Washington Street and conveys it southerly to a receiving sanitary manhole in the middle of West Avenue approximately 450 feet south of the Washington Street intersection. From here, the sewage flows by gravity to the collector at Glenham Road and ultimately for treatment at the Saratoga County Sewer District No. 1 Water Pollution Control Plant in Mechanicville. The Station Lane Sewage Lift Station was constructed in 2000 as part of the West Avenue Reconstruction Project (NYSDOT P.I.N. 1802.27). Information obtained from the City of Saratoga Springs indicates two Flygt submersible pumps are present. Pump #1 was replaced in 2013 with Model#3101.180, 3-phase 5HP 230-volt with a 432 impeller. Pump#2 is a Model #3102.090, 3-phase 5HP 200-volt with a 432 impeller. The station is a wet-well with separate valve chamber configuration. The station is generally in fair to good condition. The pumps appear to be operating to meet current needs although the Pump#2 discharge pipe within the pump chamber is leaking and spraying wastewater back into the chamber every time this pump operates. The natural gas stand-by generator and transfer switch installed in 2000 are in serviceable condition and appear to be adequate for this facility. 1 Engineering Report Saratoga Springs,New York Station Lane Pump Station Upgrades 2017002 -f ■ 1 . ter_ y„ Photographs - View of Pump Station looking northeast from Station Lane. di _ R .0 Y Looking down into sewer manhole south of pump chamber. Inlet on right side is the 12-inch sewerline from West Avenue. Inlet on left side is the 8-inch sewerline from the train station. 2 Engineering Report Saratoga Springs,New York Station Lane Pump Station Upgrades 2017002 Looking down into the pump chamber. The 12-inch inlet pipe is on the left side. L A i A' 0'• ,•� �tfi c. a Outlet end of valve chamber showing 4-inch gate valves, tee and 4-inch DIP discharge pipe. 3 Engineering Report Saratoga Springs,New York Station Lane Pump Station Upgrades 2017002 Influent flow rates have been measured,pump flow rates and capacities have been analyzed and the results are given below in Section V, Capacity Analysis. III. Existing Pump Run Data The City of Saratoga Springs Engineering Department has provided records of the elapsed pump run times for a period beginning February 27, 2017 to October 30, 2017. By using this information we were able to create the chart below showing the total pumping time for each pump and combined total of both pumps for the given period. Average Daily Pump Operation vs. Date Ending Station Lane Pump Station,Saratoga Springs,NY 12.00 -Pump 41 PumPp2 10.00 Pump Ml+N2 I A 8.00 J A A o \ j % / % 1 t/ `� \ s \ r % \ ' \ aa 1 f \ n 6.00 \ 4.00 Y 1 r i 2.00 . 0.00 - 3/6/2017 4/6/2017 5/6/2017 6/6/2017 7/6/2017 8/6/2017 9/6/2017 10/6/2017 Date EndkV ATTACHMENT E During the period, the pumps were running for a combined total average of approximately 8.5 hours per day. Pump#2 is running approximately 3 times as long as Pump#1 (6.4 hours vs. 2.1 hours). The Pump#2 discharge pipe within the pump chamber is leaking and spraying wastewater back into the chamber every time this pump operates. This is contributing somewhat to the longer run times. See Attachment E for more information. 4 Engineering Report Saratoga Springs,New York Station Lane Pump Station Upgrades 2017002 IV. Pump Station Drawdown Test In conjunction with the City Engineering Department, a pump drawdown test was conducted on November 8, 2017 to determine the rate the pumps were discharging and the rate the pump chamber was refilling after the pumps shut off. Both pumps were pulled out and a visual inspection was conducted. The inside diameter of the existing wet well was measured at 8 feet. The wet-well depth is approximately 24 feet. The total actual pumping rate is estimated to be the average rate of inflow added to the average measured rate of discharge. The pump drawdown test measured the rate that the existing pumps are operating. This was done by measuring the elapsed time it took to pump a known volume of water. Knowing these two parameters, the pumping rate was determined in gallons per minute. Assuming the only contribution to the refill rate after the pumps are turned off is from the sewer main in Station Lane, adding the fill rate to the measured pump rate will give the actual pumping rate of the pumps. Pump No. Average Re-Fill Average Measured Estimated Actual Rate m Pump Rate m Pump Rate m 1 12.6 47.0 59.6 2 23.5 7.8 31.3 1+2 25.1 53.7 78.8 It became clear during the testing that Pump#2 was not operating as efficiently as Pump#1. In fact, the measured rates indicate that Pump#2 is operating at approximately half the capacity of Pump#1. Both pumps were operated at the same time to determine the total capacity of the pumps. In this scenario, the average rate of inflow is approximately 25 gpm and the average rate of discharge is approximately 54 gpm. The total pumping rate is then approximated to be 79 gpm. Pump condition inspection: Once the pump drawdown testing was completed, the pumps were pulled out of the chamber and visually inspected to verify the condition of the impellers. Pump#1 is a 5 hp submersible Flygt Model 3101.180 with a 432 impeller operating at 1,700 rpm. The pump appeared to be in fair condition. A visual inspection of the impeller showed some minor damage to the vane which can be attributed to normal wear and tear. Pump#2 is a 5 hp submersible Flygt Model 3102.090 with a 432 impeller operating at 1,720 rpm. The pump appeared to be older than Pump#1 and in poor condition. A visual inspection of 5 Engineering Report Saratoga Springs,New York Station Lane Pump Station Upgrades 2017002 the impeller showed significant wear and tear and a missing seal. The Pump#2 discharge pipe within the pump chamber is leaking and spraying wastewater back into the chamber every time this pump operates. i E Station Lane Pump#1 Station Lane Pump#1 impeller t' } u A 1 ] Station Lane Pump#2 Station Lane Pump#2 impeller V. Capacity Analysis The Flygt pump sales representative was contacted and provided information on the existing pumps. The spec data page and performance curve for Flygt Model 3102.090 are included in Attachment B. According to the manufacturer,both pumps are similar and should perform equally. Given this pump performance information and superimposing a system curve over the theoretical pump curve, the operating point of the pumps can be estimated. Ground elevations have been taken from NYSDOT drawings prepared when the force main and pump station were installed in 2000 to determine the elevation head to be overcome (see profile in Attachment A). Friction 6 Engineering Report Saratoga Springs,New York Station Lane Pump Station Upgrades 2017002 losses for the length of the discharge pipe will be determined based on an assumed coefficient of 100 considering the age of the existing force main pipe. Minor losses for pipe fittings and valves are also included in the analysis. See Attachment C for calculations used to determine the system curve. SYSTEM VS. PUMP CURVE 140.0 120.0 100.0 - 01 so.o � —&—SYSTEM CURVE C--100 —HPUMPCURVE(1 PUMP) _ 1-00 60.0 ;PUMP CURVE(2 PUMPS) 40.0 20.0 0.0 0 50 100 150 200 250 FLOW(GPM) Flygt Pump Model CP 3102 MT 3 - 432 The theoretical operating point from the above chart for one pump running and a coefficient of friction of 100 is approximately 90 gpm at 44 TDH. VI. Findings and Recommendations Existing Conditions The estimated existing maximum peak hourly inflow rate is 20.9 gpm. This estimate was derived from actual flow rates measured at the influent manhole in the period between October 11th and November 15th, 2017. Taking the days with the greatest total flow, the highest flow hour was chosen and the total volume for that hour measured. Dividing the total volume by 60 minutes gave us 17.8 gpm from West Avenue and 3.1 gpm from the train station. Although these highest volume days from both directions did not coincide, we combined them together to be conservative. Refer to Attachment D for the flow test charts. 7 Engineering Report Saratoga Springs,New York Station Lane Pump Station Upgrades 2017002 Using manufacturer's performance curves and a system curve developed for this location, the existing Flygt pumps should be able to pump at 90 gpm each. The diminished performance could be because of wear on the existing pumps. Repair or replacement of these pumps is recommended to bring the pump station back to original capacity. With Pump #1 currently discharging at 59.6 gpm, approximately 38.7 gpm of reserve capacity remains in the existing pump station. If the existing pumps are replaced with similar size units, the capacity would be returned to the original 90 gpm. In this case, the reserve capacity at Station Lane would be 69.1 gpm. Proposed Improvements Lansing Engineering has provided projected flows for the Askew and Faden Developments. The projects are estimated to contribute 5,840 gallons per day and 4,400 gallons per day respectively. Added to Intrada's 26,975 gallons per day, gives a total additional flow to the Station Lane pump station of 37,215 gallons per day. Dividing by 24 hours and applying a peaking factor of 3.97 gives a peak hourly flow of 102.5 gallons per minute from the three new developments. Adding 102.5 gpm to the existing flow of 20.9 gpm brings the total peak hourly flow to 123.4 gpm. The existing pumps are not capable of handling this increase in peak hourly flow. The pumps will need to be replaced with new pumps and controls. Flygt Model NP-3127.060, 11 HP, VFD controlled pumps are proposed. As proposed with a 248 impeller, these pumps are capable of 185 gpm at 109' TDH. If both pumps are running simultaneously, the capacity increases to 212 gpm at 133' TDH. The existing pre-cast concrete wet-well and valve chamber are in good condition and will be retained. New pumps, guiderails, controls, gate valves, check valves and ancillary equipment will be installed. See Attachment B. 8 Engineering Report Saratoga Springs,New York Station Lane Pump Station Upgrades 2017002 SYSTEM VS. PUMP CURVE 250_) I SYSTEM CARVE C=190 -0*-PUMP CURVE(FLYGT 3127wf248imp) 2000 yu—PUMP CURVE(2-FLYGT 3127) 1500 tH+ a C 100_A 50.0 0.0 0 5A. 300 150 200 250 3W 350 4W FLAW(GPM) Flygt Pump Model NP-3127.069 The estimated cost to upgrade the existing pump station to handle the additional flow from the Intrada Development is approximately $120,000. This includes the cost to provide temporary by- pass pumping, removals and installation of new pumps and controls. Attachments Attachment A NYSDOT Utility Plan and Profile Attachment B 1 Existing Flygt Pumps - Data Sheets and Performance Curves Attachment B2 Proposed Flygt Pumps - Data Sheets and Performance Curves Attachment C System Curve Calculations and System vs. Pump Curves Attachment D Flow Test Charts Attachment E Pump Run Data Attachment F Cost Estimate 9 ATTACHMENT A UTILITY PLANS AND PROFILE i i rl a i¢ i _ r"• € I f � s I 1 q s 1r i ^�� I la i fIIMDi440A0i0N l TOEVSY7K1]OYfw>fll Y�.1 crrcv 1 wr Yvrtrl.c 1 r�mwomvw / R+nNA 3me II.H'Y[T0 aw,,.erw � � i INY m yry 91 5 .I e/r w lxmv w�4v.[vn lv e F `sl ¢rYa... ou Im v ur rma 'vlsrnu wv�u��+_r vYa r!o¢m-Y wnw Y 7T5 luJ1°n1Hw r �, W rti rrelrm r s�Eu[r1y 91WLYu Y a. 0. 4 R r Ti.Y i,l[f.wr r IR LPWri I`n fIExQTK0W OU ni[ w c¢m Y1N xieu]I¢I se�� la.v.Ylu v cw - .. f[} m�asrvlo ire.wx 1 FIIY ma tA1 YrR[axnw •----- �.�,r. \ ovrua/ov wn.s'er.y ••Ka�.dc vuNTM 1[IHRI YraYR i }:� ITFFTIb1ed014'IFM � 3i MY o*m I l:PI F¢L/¢IF R 1[R ---- ' .__...�.�._._ .._.r..-- .._..-.....� �.. _. r. -�T• - .—T' > oe >»ao ma [a r..elolalr WEST AVEFIUE Yl�Ygnt[�wa 1m 4 O.i.�, .__._ _ C_-• fA Y Y �'� -...]µ:W 1r]I[ S s* rf 1 i MrFBT AVETJ<JE ¢YA-tE�rry !— •-•••- /YRI x1A e1iWr4e1 Y � -p[- - �• __ _ L�Na 1 M�.rGlAA Rirf :- m�i�nW Wa�1�K[ ••.• :� W A[II '--_._� _. ^._��_, �� 1 c � fS.v vla a m w,ux99ro..®►. iY'+y.rir3a,.i ........................ m v4 ¢I .H '.1 ' ig _ .f:ri ua Q~n„M,fin...........:::eoaw nrowt[i!T RGr[iL.S4m Y �NOdrma mf� 1 rw U'ROr i� u¢lyall Rt/� .y[ r I rnf iiRii: :: ip f P4TAfl1-2f0 -- arLvlr wnc 4WiN'1 W[iY! ^ a %¢wiLL......... i'� r• .Q • � � /, -•-_- i .Y+f[RLI P,6PO.IP1E 11 17'eFx06 uifu,�n T^ 1 ❑ 44 �'� 1 kll, ! 1�r� �}�''////71y1... .,. -.....- ................. ........ ...:. LZLI I I I UWOF [m IAY( r :f �KIaSKtA! � ���'•- � i s i' �.w[R rt � x� F +�g -- I RECUNSTP=" V 1 • RC 411 !� R4d YYAWr ME i !• I 1 I w.s«wl• �7 I .S•Zp 7.,a 49 Fr. d� • 1 - i[ I ESi W:.roil I gMer�g �� MTU n,�M[ -a..__ —-r•- - in,,ry xe yq��n •,r assert,x...caa,a.s tr6iN-L.•sm..f,3bEi,Vs x .RETAIL 1:iat�m`avf.G >RR11 Rd OliOait• K a `: �v 1xw Rol 7rNLf7YI gr [1vA 0]66eI0',aM immamM.imetl 1 l !gar.,1-w nc Quota 11 �sxa nc mans / '�h17�pa win sr:Is I t I rK+mow rxm fti:trit ry �-'. 1 Y i �[01 TM Y.V� mYa4 fie¢�OlCrs[-rL I � 1 •o �sf��y3 rY9 r. T Pff rIIIG I� Ni-LwfYr W�Yl RIM r+W9.a r a OI�WrO M ?FA ff iii r Grt.Kxs rr„n1 M f , r� nq IIY!e01.le,] IfF,I mwaw Y �u w ne mans f �•..,d�� un Ian - n[k olfla,xetl ! Ir�nl�'Otfle r]I, iI I W W M]A m Ie�KL W x aeplr TY Art RIM .M - Or,'A11[il 01MIWr € is uu _ J it Ia,NAI At,Yri i]1 tuxx,, uWrt.T .RT6 1 ,� •4 aA -" d lid pN0.1�I196 M err FLUW� `...�-..•- ....A _l `} ' a 1 � - rj �� ,•, .............r.- --� -...._tom u .4 u a lr•y]• yK Han.r�..�.....4.......� 9 ...r,r -- -Hm ].w ].,m - ;r..� ].pe i•yerc a.flr - u —4 - s.ue �.�. -...+ im r K � - I�r - u tar- fa f,Yf�I �ST RVENUEu u .., - V/ESrRYENUE ..'•f]. t.n ta4L t.9 aq s,l;•If~u.... _ .rr a m i —�— �� � =4 �.�� '�gKn m.r. .......ar s/eir• r Ir�� derma { u�...rc wl.ss ItlriR mr. ` l4 110, •. wu.i a,w raYai no..srenwr ec.I Ir IIfGIAI u 4 rrc \ \ +' .................................. FO1I MIXL J-set-nc nouns i� +Ma+.. I``` • sro,I r' y r f+ - P Cc$"OU01 gar y PFOESiaLW SfIXLAL POLE 4NF STA r6,71 K¢^W.ur.ry a� y Ga 1 IrpWEy rt I ~ irS.1. I/t 71 1 I]KOGw]o 1 a su 4 9do-s] W s•mp]•� 11 my .In IIY.�1.1Y INS L�1'.'31.1 WIN 1 111. I'm C.rf.rasl]111 p IE51 11Fa; YE 0ir-xn a-n R[•161A0 AS•lee AI VIr %I.00/ ul W s 11 m A1woo PUMP STATION TO S.M.H;M &M.IF'UTO&M&L-m STATION LANE STATION LANE - WESTAVENIIE E r t mnX om - �. i�llTr9✓••- { ASSUMED 4"DIP FORCE MAIN A6 _ --- INS• Iay;73� LOCATION(NO AS-BUILT a INFORMATIONAVAILABLE) ,.�. . �. fllf ]. P lrtijf - I� py• ue w1a o r.er,smei nr. wr.:e�wtt _. IV.3TW S `Cs,uy rli 1n w..R �Tf-C1� ...m .�-...� f f �ii i� _r �➢%1LIN A�ISf}o�b ����.��� .sMdFR Cr�TF v o ITS 10.w l'2 41F1f __ __.-. �� .� _ �. �q] •� tiM�1Rs1�� LY}l�.s�1 .yi0� r r ur.l m1.� zw.r'e - ]sa�WC 1u•11 �IR'7da—� NY � .sua n.sle E��•••� a..Pa iol ingt. W.Tii# (c•c.-�C--�' u ai v.i xa m-r1 j la LW- I 1r — w Ti. ]. ��] Y1w 1. ]. . Y l/l PIN Y IC Yip ]•00 3-it/ ]•ib ] 1•#0 1•Ye 1• v s•]m 1 ]•]f. 1 ] S.M.H-u Tl3 S-IMl1:'.0 S.M.H.•9 TO SfNIL-1] •Ir0 x•n 1 w i•10 x ]. iel� t-� x..*i+ Yy� 3tiaa s - ' WFSY AYFHIIE WESTAVENVE a 0�1¢ 1e•i wn Mlla�� SUI!a1 ATTACHMENT B1 EXISTING FLYGT PUMPS -DATA SHEETS AND PERFORMANCE CURVES xylem CP 3102 MT 3~ 432 FLYGT Performance curve Pump Motor Discharge Flange Diameter 3 15/16 inch Motor# C3102.181 18-11-4AL-W 5hp Powerfactor Suction Flange Diameter 100 mm 1/1 Load 0.83 Impeller diameter 73h6" Stator vari ant 66 3/4 Load 0.77 Number of blades 1 Frequency 60 Hz 1/2 Load 0.67 Throughlet diameter 3 inch Rated voltage 230 V Number of poles 4 Motor efficiency Phases 3— 1/1 Load 85.0% Rated power 5 hp 3/4 Load 85.5% Rated current 13 A 1/2 Load 84.5% Starting current 79 A Rated speed 1745 rpm [ft] Head 52 48 44 40 36 32 28 68.106 24 20 16 12 8 4 183mm 10/-9Nap Iclen y 60 era I ici ncy 50 40 30 20 RM 100 [hIM Pow er input P1 432 183mm(P1) 5 Shaft pow er 1 22 4302183ff ffl QR) 4 432 183mm(P2) 3 2 1 [ft] NPSH alues 3 183mm 43 183mm 40 30 20 10 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 [US g.p.m.] Water,We Curve ISO Project Project ID Created by Created on Last update 11/9/2017 ATTACHMENT B2 PROPOSED FLYGT PUMPS - DATA SHEETS AND PERFORMANCE CURVES NP 3127 SH 3-Adaptive 248 Patented self cleaning semi-open channel impeller,ideal for pumping in waste water applications.Possible to be upgraded with Guide-pin® FLYGT foreven betterclogging resistance.Modularbased design with high adaptation grade. a xylem brand Technical specification Curves according to: Water,pure[100%];39.2°F;62.42lb/ft3;1.6891E-5ft2/s le] 165 Head 160 155 150 145 140 135 130 125 120- 1 E 11C 105 100 95 90 �:.:..... -. 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 0 50 100 150 200 250 300 350 400 450 50QUS g.p.m.] Configuration Motor number Installation type N3127.07021-11-2AL-W 11hp P-Semi permanent,Wet Impeller diameter Discharge diameter 155mm 3 1/8 inch Pump information Materials Impeller diameter Impeller 155 mm Hard-Iron Discharge diameter Stator housing material 3 1/8 inch Grey cast iron Inlet diameter 80 m m Maximum operating speed 3495 rpm Number of blades 2 Project Created by Last update Block Created on 4/16/2019 NP 3127 SH 3-Adaptive 248 Technical specification FLYGT Motor-General a xylem brand Motor number Phases Rated speed Rated power N3127.070 21-11-2AL-W 11hp 3— 3495 rpm 11 hp Approval Number of poles Rated current Stator variant FM 2 26A 12 Frequency Rated voltage Insulation class Type of Duty 60 Hz 230 V H S 1 Motor-Technical Power factor-1/1 Load Motor efficiency-1/1 Load Total moment of inertia Starts per hour max. 0.90 87.5% 0.451 lb ftz 30 Power factor-3/4Load Motor efficiency-3/4Load Starting current,direct starting 0.88 88.2% 221 A Power factor-1/2Load Motor efficiency-1/2Load Starting current,star-delta 0.82 87.4% 73.7 A Project Created by Last update Block Created on 4/16/2019 NP 3127 SH 3-Adaptive 248 Performance curve FLYGT Duty point a xylem brand Flow Head 186 US g.p.m. 110 ft Curves according to: Water,pure[100%];39.2°F;62.42lb/ft3;1.6891E-5ft2/s [ 165 Head 160 155 150 145 140 135 1 30 125 120 11.. 11C 1r0 f]t 105 100 95 9 85 80 75 61.7 0 7 6 6 55 5 4 40 35 248155mm 30 25 20 15 1 5 0 [i] Pump Efficiency O,remll Efficiency 52.2 5 40 - 248 155mm 46% 3 20 1 [hp9 Power input P1 11.3 h 11.E Shaft power P2 mm 11.0 1 0.5 10.0 9.5 mm - 9.92 h 9.0 8.5 8.0 7.5 7.0 6.5 Ift] NPSH-values 248155mm 4 3 3 2 20 18.3 ft 1 186 US . .m. 0 40 80 120 160 200 240 280 320 360 400 440 480 520 [US g.p.m.1 Project Created by Last update Block Created on 4/16/2019 NP 3127 SH 3-Adaptive 248 Duty Analysis FLYGT a xylem brand Curves according to: Water,pure[100%];39.2°F;62.42lb/ft3;1.6891E-5ft2/s [ft] Head 1 165 160 155 150 145 140 135 130 125 120 115 11C 110 ft 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 8 155am- 30- 25- 20- 15- 10- 0- 186 US g.p.m. 0 50 100 150 200 250 300 350 400 450 500 [US g.p.m.] Operating characteristics Individual pump Total Pumps running Specific /System Flow Head Shaft power Flow Head Shaft power Pump eff. energy NPSHre 1 186 US g.p.m. 110 ft 9.92 hp 186 US g.p.m. 110 ft 9.92 hp 52.2 752 kWh/US MG 18.3 ft Project Created by Last update Block Created on 4/16/2019 ATTACHMENT C SYSTEM CURVE CALCULATIONS AND SYSTEM VS. PUMP CURVES INTRADA SARATOGA 11/29/2017 VECINO GROUP, NEW YORK CALCULATIONS FOR STATION LANE SEWAGE PUMPING STATION CALCULATIONS BASED UPON INFORMATION PROVIDED EXISTING CONDITIONS AS OF 11/2017 DETERMINE THEORETICAL DAILY AVERAGE AND PEAK HOURLY FLOWS MAX. DAILY FLOW, Q = 14, 119 GPD (Based on inflow measurements) AVG. DAILY FLOW, Qav = 9.8 GPM ( 24 HOURS ) POPULATION SERVED = 190 EA (10-STATE STDS. PAGE 10-5 PEAKING FACTOR, Qp/Qav 4.16 FIG. 1, 75 GPD/PERSON) PEAK HOURLY FLOW, Qp = 40.7 GPM ( AVG x 4.16 ) (CALCULATED) 20. 9 GPM (EXISTING MEASURED) WET WELL SIZE CALCULATIONS MINIMUM VOLUME: TWO MINUTE PUMP RUN TIME WITH 2 MIN FM VELOCITY > 2.0 FPS 80 GPM 160 GAL OR THREE MINUTE MINIMUM REST BETWEEN 3 MIN PUMP STARTS AT PEAK FLOW 21 GPM 63 GAL MAXIMUM VOLUME: THIRTY MINUTE DETENTION TIME AT 30 MIN AVERAGE INFLOW 10 GPM 294 GAL WET WELL INSIDE DIAMETER = 8 FT (EXISTING) NO. OF PUMP STARTS PER DAY = 25 GALLONS PER PUMP START = 564 TOTAL DAILY PUMP RUN TIME = 3.92 HOURS HEIGHT BTWN ON-OFF LEVEL WITH AN 8 FT. DIA. WET WELL 564 GAL/START/ 376.0 GAL/VLF = 1.50 FT 1 Attachment B INTRADA SARATOGA 11/29/2017 VECINO GROUP, NEW YORK HEAD LOSS CALCULATIONS MINOR LOSSES: TOTAL EQUIV EQUIV. QTY DESCRIPTION SIZE LNGTH LENGTH (IN) (LF) (LF) 1 GATE VALVE 4 2.40 2.40 1 CHECK VALVE 4 31.00 31.00 0 TEE (THROUGH) 4 2.20 0.00 1 TEE (SIDE) 4 10.00 10.00 2 90 DEG. ELBOW 4 4.80 9.60 4 45 DEG. ELBOW 4 2.90 11.60 0 22.5 DEG. ELBOW 4 2.00 0.00 0 11.25 DEG. ELBOW 4 1.00 0.00 1 COUPLING/UNION 4 0.50 0.50 SUB-TOTAL 65.10 PIPE FRICTION LOSSES: 4 - INCH DIP CL52 PIPE 2,099 TOTAL PIPE LENGTH 2, 164 SAY 2,170 LF 2 Attachment B INTRADA SARATOGA 11/29/2017 VECINO GROUP, NEW YORK SYSTEM HEAD LOSS TABLE PIPE SIZE (I.D. )= 4 IN. "C" = 120 "C" = 100 FLOW STC HEAD FR HEAD FR HEAD T.D.H. T.D.H. (GPM) (FT. ) - (FT. ) ** (FT) *** (FT) ** (FT) *** 0 25.0 0.0 0.0 25.0 25.0 50 25.0 5.3 7.5 30.3 32.5 100 25.0 19.2 26.9 44.2 51.9 150 25.0 40.7 57.0 65.7 82.0 200 25.0 69.3 97.1 94.3 122.1 250 25.0 104.7 146.7 129.7 171.7 300 25.0 146.7 205. 6 171.7 230. 6 350 25.0 195.2 273.4 220.2 298.4 400 25.0 249.8 350.1 274.8 375.1 450 25.0 310.7 435.3 335.7 460.3 500 25.0 377.5 529.0 402.5 554.0 550 25.0 450.3 631.0 475.3 656.0 600 25.0 529.0 741.2 554.0 766.2 * DISCHARGE ELEVATION = 325 +/- PUMP ELEVATION = 300 +/- ** BASED ON "C" = 120 & 4 " I.D. HDPE DR-11 PIPE *** BASED ON "C" = 100 & 4 " I.D. HDPE DR-11 PIPE CHECK FLYGT SUBMERSIBLE SEWAGE PUMP, MODEL NO. CP 3102 MT, 5 HP, THREE PHASE, 460 VAC, 60 HZ. PUMP DELIVERY : 60 GPM @ TDH= 44 FT. NOTE: FLYGT SYSTEM PER SARATOGA CITY STANDARDS. 3 Attachment B INTRADA SARATOGA 11/29/2017 VECINO GROUP, NEW YORK CHECK TOTAL TIME BETWEEN PUMP STARTS AT AVG. FLOW: t = V/ (D-Qav) + V/Qav where: t = (TOTAL TIME BTWN STARTS, MIN. ) V = 564 GAL (VOLUME BTWN "OFF AND ON") Qav = 9.80 GPM (AVG. DAILY FLOW) D = 60 GPM (PUMP DELIVERY) t = 68 .8 MIN. < 30 MIN. ? CHECK MINIMUM PUMP RUN TIME AT PEAK INFLOW: t = V/ (D-Qp) where: t = (PUMP RUN TIME, MIN. ) V = 564 GAL (VOLUME BTWN "OFF AND ON") Qp = 20. 9 GPM (PEAK INFLOW) D = 60 GPM (PUMP DELIVERY) t = 14.4 MIN. >/= 2 MIN. ? CHECK VELOCITY IN FORCE MAIN: Velocity = (D/A) /448.8 GPM where: A = 0.09 SF (PIPE X-SECT AREA) D = 60 GPM (PUMP DELIVERY) Velocity = 1.5 FPS > 2.0 FPS ? 4 Attachment B SYSTEM VS. PUMP CURVE 140.0 120.0 100.0 80.0 SYSTEM CURVE C=100 a PUMP CURVE (1 PUMP) 60.0 _ — PUMP CURVE (2 PUMPS) 000, 40.0 20.0 0.0 0 50 100 150 200 250 FLOW(GPM) Flygt Pump Model CP 3102 MT 3 - 432 INTRADA SARATOGA 5/10/2019 VECINO GROUP, NEW YORK CALCULATIONS FOR STATION LANE SEWAGE PUMPING STATION UPGRADES CALCULATIONS BASED UPON INFORMATION PROVIDED PROPOSED CONDITIONS WITH INTRADA, FADEN & ASKEW PARCELS INCLUDED EXISTING MEASURED DAILY AVERAGE FLOWS MAX. DAILY FLOW, Qa = 14, 119 GPD (Based on inflow measurements) DETERMINE DAILY AVERAGE AND PEAK HOURLY FLOWS FADEN PARCEL DEVELOPMENT: DESIGN FLOW, Qb = 4, 400 GPD (LANSING ENGINEERING) ASKEW PARCEL DEVELOPMENT: DESIGN FLOW, Qc = 5,840 GPD (LANSING ENGINEERING) INTRADA DEVELOPMENT: DESIGN FLOW, Qd = 26, 975 GPD (LA GROUP STUDY) MAX. DAILY FLOW, Q = 37,215 GPD (Qb through Qd) AVG. DAILY FLOW, Qav = 26 GPM (24 HRS) POPULATION SERVED = 500 EA (10-STATE STDS. PAGE PEAKING FACTOR, Qp/Qav 3.97 10-5, FIG. 1, BASED ON 75 GPD/PERSON) PEAK HOURLY FLOW, Qp = 102.5 GPM ( AVG. x 3.97 ) PEAK HOURLY FLOW, Qa = 20.9 GPM (EXISTING, MEASURED) PEAK HOURLY FLOW, Qp = 123.4 GPM (EXISTING + PROPOSED) 1 Attachment C INTRADA SARATOGA 5/10/2019 VECINO GROUP, NEW YORK WET WELL SIZING CALCULATIONS MINIMUM VOLUME: TWO MINUTE PUMP RUN TIME WITH 2 MIN FM VELOCITY > 2.0 FPS 80 GPM 160 GAL OR THREE MINUTE MINIMUM REST BETWEEN 3 MIN PUMP STARTS AT PEAK FLOW 103 GPM 308 GAL MAXIMUM VOLUME: THIRTY MINUTE DETENTION TIME AT 30 MIN AVERAGE INFLOW 26 GPM 774 GAL WET WELL INSIDE DIAMETER = 8 FT (EXISTING) NO. OF PUMP STARTS PER DAY = 25 GALLONS PER PUMP START = 1,500 HEIGHT BTWN ON-OFF LEVEL WITH AN 8 FT. DIA. WET WELL 1,500 GAL/START/ 376.0 GAL/VLF = 3.99 FT 2 Attachment C INTRADA SARATOGA 5/10/2019 VECINO GROUP, NEW YORK HEAD LOSS CALCULATIONS MINOR LOSSES: TOTAL EQUIV EQUIV. QTY DESCRIPTION SIZE LNGTH LENGTH (IN) (LF) (LF) 1 GATE VALVE 4 2.40 2.40 1 CHECK VALVE 4 31.00 31.00 0 TEE (THROUGH) 4 2.20 0.00 1 TEE (SIDE) 4 10.00 10.00 2 90 DEG. ELBOW 4 4.80 9.60 4 45 DEG. ELBOW 4 2.90 11.60 0 22.5 DEG. ELBOW 4 2.00 0.00 0 11.25 DEG. ELBOW 4 1.00 0.00 1 COUPLING/UNION 4 0.50 0.50 SUB-TOTAL 65.10 PIPE FRICTION LOSSES: 4 - INCH DIP CL52 PIPE 2,099 TOTAL PIPE LENGTH 2, 164 SAY 2,170 LF 3 Attachment C INTRADA SARATOGA 5/10/2019 VECINO GROUP, NEW YORK SYSTEM HEAD LOSS TABLE PIPE SIZE (I.D. )= 4 IN. "C" = 120 "C" = 100 FLOW STC HEAD FR HEAD FR HEAD T.D.H. T.D.H. (GPM) (FT. ) - (FT. ) ** (FT) *** (FT) ** (FT) *** 0 25.0 0.0 0.0 25.0 25.0 50 25.0 5.3 7.5 30.3 32.5 100 25.0 19.2 26.9 44.2 51.9 150 25.0 40.7 57.0 65.7 82.0 185 25.0 60.0 84.1 85.0 109.1 212 25.0 77.2 108.2 102.2 133.2 300 25.0 146.7 205. 6 171.7 230. 6 350 25.0 195.2 273.4 220.2 298.4 400 25.0 249.8 350.1 274.8 375.1 450 25.0 310.7 435.3 335.7 460.3 500 25.0 377.5 529.0 402.5 554.0 550 25.0 450.3 631.0 475.3 656.0 600 25.0 529.0 741.2 554.0 766.2 * DISCHARGE ELEVATION = 325 +/- PUMP ELEVATION = 300 +/- ** BASED ON "C" = 120 & 4 " I.D. RCP PIPE *** BASED ON "C" = 100 & 4 " I.D. RCP PIPE USE FLYGT N3127.060 248 IMP SUBMERSIBLE SEWAGE PUMP, 11 HP, THREE PHASE, 208 VAC, 60 HZ. , 3540 RPM. PUMP DELIVERY 185 GPM @ TDH= 109 FT. 212 GPM @ TDH= 133 FT. (2 PUMPS RUNNING) NOTE: FLYGT SYSTEM SPECIFIED PER CITY OF SARATOGA SPRINGS STANDARD. 4 Attachment C INTRADA SARATOGA 5/10/2019 VECINO GROUP, NEW YORK CHECK TOTAL TIME BETWEEN PUMP STARTS AT AVG. FLOW: t = V/ (D-Qav) + V/Qav where: t = (TOTAL TIME BTWN STARTS, MIN. ) V = 1500 GAL (VOLUME BTWN "OFF AND ON") Qav = 25.8 GPM (AVG. DAILY FLOW) D = 185 GPM (PUMP DELIVERY) D = 212 GPM (2 PUMP DELIVERY) t = 67. 6 MIN. < 30 MIN. ? t = 66.2 MIN. < 30 MIN. ? (2 PUMPS) CHECK MINIMUM PUMP RUN TIME AT PEAK INFLOW: t = V/ (D-Qp) where: t = (PUMP RUN TIME, MIN. ) V = 1500 GAL (VOLUME BTWN "OFF AND ON") Qp = 123.4 GPM (PEAK INFLOW) D = 185 GPM (PUMP DELIVERY) D = 212 GPM (2 PUMP DELIVERY) t = 24.4 MIN. >/= 2 MIN. ? t = 16. 9 MIN. >/= 2 MIN. ? (2 PUMPS) CHECK VELOCITY IN FORCE MAIN: Velocity = (D/A) /448.8 GPM where: A = 0.09 SF (PIPE X-SECT AREA) D = 185 GPM (PUMP DELIVERY) D = 212 GPM (2 PUMP DELIVERY) Velocity = 4.7 FPS > 2.0 FPS ? Velocity = 5.4 FPS > 2.0 FPS ? (2 PUMPS) 5 Attachment C O Ln O M O O M O W L^\ /� N U o a o a a o a M a M W W L C) W N r-1 W W U 2 U u W a d Z) D N a d O O Ln VC) O O O O O O O O O O O O Ln O U) O Ul N N 14 ei Ud)GV3H ATTACHMENT D FLOW TEST CHARTS h S d vV n r �2 771 E = _ --� o cLO m gH I o _ . O 17 a m _ o 00 o r r O _ N N _ c M (hco J—E � co S o �= c 4, Y z O o - ` 20 > cc'o LO -�' o CO CO N O {r co N I co O r O ! _t ` f-LLU N O N O U) O N O O O O O U r O N r r O M N r O w s/g wd6 � ,r4 o Io s _ — � 76 LL Lo Cn Q - - O 0 N CO N QCo n M _ 0 rA CL OI O O � : LL 0o m — - — 0 N O l - � N LO O O U7 ON 0 CO CO V' N O U O ul Sal O wd6 0 v ATTACHMENT E PUMP RUN DATA Station Lane Pump Station 11/16/2017 Pump#1 Pump#2 Both Pumps Date Ending Pump#1 Pump#2 Pump Rate Volume Pump Rate Volume Total Total Volume � � Hrs./Wk Days Hrs./Dav al/min. gal/day) Hrs./Wk Days Hrs./Da al/min. al/da Hrs./Dav al/da 10/30/17 606 6294 9 7 1.29 59.6 4,598 33 7 4.71 31.3 8,853 6.00 13,451 10/23/17 597 6261 10 7 1.43 59.6 5,109 35 7 5.00 31.3 9,390 6.43 14,499 10/16/17 587 6226 8 6 1.33 59.6 4,768 31 6 5.17 31.3 9,703 6.50 14,471 10/10/17 579 6195 10 7 1.43 59.6 5,109 44 7 6.29 31.3 11,805 7.71 16,913 10/3/17 569 6151 12 8 1.50 59.6 5,364 44 8 5.50 31.3 10,329 7.00 15,693 9/25/17 557 6107 9 6 1.50 59.6 5,364 34 6 5.67 31.3 10,642 7.17 16,006 9/19/17 548 6073 13 8 1.63 59.6 5,811 55 8 6.88 31.3 12,911 8.50 18,722 9/11/17 535 6018 11 6 1.83 59.6 6,556 54 6 9.00 31.3 16,902 10.83 23,458 9/5/17 524 5964 10 6 1.67 59.6 5,960 49 6 8.17 31.3 15,337 9.83 21,297 8/30/17 514 5915 16 9 1.78 59.6 6,357 65 9 7.22 31.3 13,563 9.00 19,921 8/21/17 498 5850 15 7 2.14 59.6 7,663 58 7 8.29 31.3 15,561 10.43 23,223 8/14/17 483 5792 12 7 1.71 59.6 6,130 50 7 7.14 31.3 13,414 8.86 19,545 8/7/17 471 5742 15 7 2.14 59.6 7,663 54 7 7.71 31.3 14,487 9.86 22,150 7/31/17 456 5688 15 7 2.14 59.6 7,663 49 7 7.00 31.3 13,146 9.14 20,809 7/24/17 441 5639 23 7 3.29 59.6 11,750 53 7 7.57 31.3 14,219 10.86 25,969 7/17/17 418 5586 22 7 3.14 59.6 11,239 22 7 3.14 31.3 5,902 6.29 17,141 7/10/17 396 5564 17 7 2.43 59.6 8,685 41 7 5.86 31.3 11,000 8.29 19,684 7/3/17 379 5523 26 7 3.71 59.6 13,282 20 7 2.86 31.3 5,366 6.57 18,648 6/26/17 353 5503 15 7 2.14 59.6 7,663 45 7 6.43 31.3 12,073 8.57 19,736 6/19/17 338 5458 16 7 2.29 59.6 8,174 39 7 5.57 31.3 10,463 7.86 18,637 6/12/17 322 5419 13 7 1.86 59.6 6,641 40 7 5.71 31.3 10,731 7.57 17,373 6/5/17 309 5379 15 6 2.50 59.6 8,940 42 6 7.00 31.3 13,146 9.50 22,086 5/30/17 294 5337 16 8 2.00 59.6 7,152 53 8 6.63 31.3 12,442 8.63 19,594 5/22/17 278 5284 15 7 2.14 59.6 7,663 52 7 7.43 31.3 13,951 9.57 21,614 5/15/17 263 5232 16 7 2.29 59.6 8,174 54 7 7.71 31.3 14,487 10.00 22,661 5/8/17 247 5178 14 7 2.00 59.6 7,152 48 7 6.86 31.3 12,878 8.86 20,030 5/1/17 233 5130 15 7 2.14 59.6 7,663 49 7 7.00 31.3 13,146 9.14 20,809 4/24/17 218 5081 15 7 2.14 59.6 7,663 54 7 7.71 31.3 14,487 9.86 22,150 4/17/17 203 5027 16 7 2.29 59.6 8,174 52 7 7.43 31.3 13,951 9.71 22,125 4/10/17 187 4975 16 7 2.29 59.6 8,174 52 7 7.43 31.3 13,951 9.71 22,125 4/3/17 171 4923 21 7 3.00 59.6 10,728 35 7 5.00 31.3 9,390 8.00 20,118 3/27/17 150 4888 14 7 2.00 59.6 7,152 43 7 6.14 31.3 11,536 8.14 18,688 3/20/17 136 4845 24 7 3.43 59.6 12,261 17 7 2.43 31.3 4,561 5.86 16,821 3/13/17 112 4828 13 7 1.86 59.6 6,641 46 7 6.57 31.3 12,341 8.43 18,982 3/6/17 99 4782 15 7 2.14 59.6 7,663 58 7 8.29 31.3 15,561 10.43 23,223 2/27/17 84 4724 Average 2.13 7,621 Average 6.41 12,046 19,668 Total Pump#1 and Pump#2 8.55 19,668 1. Based on pump drawdown tests conducted on 11-8-17 L Location: Station Lane, Saratoga Springs Date: 11/08/17 Engineer: Dan Desjardins Job # 201702 The LA GROUP Test by: Dan Desjardins LandscapeArchkec Lure&.Engineering P.C. Witnessed by: City DPW SHEET 1 OF 1 P[o�lr..purpose.Plnr r The pump drawdown test is being conducted to verify the discharge rate of the existing pumps. Both the time to drawdown the liquid level in the pump chamber and the time it takes to fill back up to the original level will be measured. Pump Chamber ID = 8 feet Pump Chamber Depth = 24 feet+/- Pump No. Run No. Liquid Level Below Top (inches) Volume Elapsed Time (min) Net Rate (gpm) Start Finish Difference (gallons) Empty Fill Pump Fill 1 1 248 236 12 376 22 17.1 236 242 6 188 4 47.0 2 242 236 6 188 23 8.2 236 242 6 188 4 47.0 3 242 236 6 188 15 12.5 2 1 232 238 6 188 14 13.4 238 232 6 188 8 23.5 232 233 1 31 15 2.1 1 + 2 1 233 257 24 752 14 53.7 1 272 260 12 376 15 1 25.1 Pump#1: 12.6 avg fill rate 47.0 avg net pump rate 59.6 est. pump rate Pump#2: 23.5 avg fill rate 7.8 avg net pump rate 31.3 est. pump rate Pump#1 + #2: 25.1 avg fill rate 53.7 avg net pump rate 78.8 est. pump rate ATTACHMENT F COST ESTIMATE ka'w.. PREPARED BY: D. Desjardins DATE 05/10/19 CHECKED BY: DATE The LA GROUP SUBJECT: Vecino Intrada - Station Lane Pump Station Upgrades Landscape A rch itect u re&Engi neeri ng RC. PROJECT NUMBER: 2017002 SHEET 1 OF 2 PeovIe.Prrrpare.Place. Option 1: Preliminary Estimated Cost: $132,800 Under this option,the existing pumps will be removed and replaced with new pumps and controls that will have the capacity to handle the additional flows from the Intrada, Faden and Askew projects.The existing wet-well,valve chamber and control panel structures will be retained.The interior ductile-iron piping, check valves and gate valves will be removed and replaced.The existing stand-by generator has been determined to be sufficient to operate these new pumps since the variable speed pumps take considerably less amperage to start than the fixed speed pumps. ENGINEER'S ESTIMATE OF CONSTRUCTION COSTS PROJECT: Intrada Saratoga DATE: 10-May-2019 PROJECT#: 2017002 OWNER: Vecino Group,New York,LLC ENGINEER: THE LA GROUP,P.C. STATION LANE PUMP STATION UPGRADES ITEM NO. DESCRIPTION QUANTITY/ UNIT TOTAL UNIT PRICE PRIME CONTRATOR I PROVIDE TRAFFIC CONTROL AS 5.00 DAYS $2,500.00 $12,500.00 NEEDED 2 PROVIDE TEMPORARY BY-PASS 5.00 DAYS $5,000.00 $25,000.00 PUMPING AND/OR STORAGE 3 REMOVE EXISTING SEWAGE PUMPS 1.00 LS $2,500.00 $2,500.00 AND CONTROLS 4 REMOVE EXISTING PIPING,VALVES, 1.00 LS $2,500.00 $2,500.00 GUIDERAILS AND PATCH STRUCTURE 5 INSTALL NEW SUBMERSIBLE SEWAGE 5.00 DAYS $3,000.00 $15,000.00 PUMPS AND CONTROLS 6 INSTALL NEW GUIDERAILS,GATE 2.00 DAYS $3,000.00 $6,000.00 VALVES CHECK VALVES FITTINGS PRIME CONTRATOR SUB-TOTAL $63,500.00 PUMP SUPPLIER I SUBMERSIBLE SEWAGE PUMPS-FLYGT 2.00 EA $6,174.00 $12,348.00 MODEL NP-3127.060 2 SUBMERSIBLE SEWAGE MIXER-FLYGT 1.00 EA $2,164.00 $2,164.00 FLUSH VALVE 3 GUIDE RAILS,SPARE PARTS,PIPES, 1.00 LS $4,816.00 $4,816.00 CHAINS,MISC.EQUIPMENT 4 VFD CONTROL PANEL 1.00 EA $21,937.00 $21,937.00 5 START-UP SERVICES 1.00 LS $789.00 $789.00 6 FREIGHT CHARGE 1.00 LS $2,227.00 $29227.00 PUMP SUPPLIER SUB-TOTAL $44,281.00 ELECTRICAL I INSTALL CONTROL PANEL,JUNCTION 1.00 LS $8,500.00 $8,500.00 BOX AND CONDUIT 2 EXCAVATION TO REPLACE BURIED 1.00 LS $2,500.00 $2,500.00 CONDUITS ELECTRICAL SUB-TOTAL $11,000.00 STATION LANE PUMP STATION UPGRADES TOTAL $118,781.00 ENGINEERING $14,000.00 TOTAL COST $132,781.00 SAY $132,800 2017002 PS Upgrade Cost Estimate(5-10-19) Page 2 of 2 a co oa _ _ - 0 fuF- - N la _ 17 —k 2 z. .. � - i m T o - - — - co co c Q 00 - Q (D 4t o Lo 3 T N 01 O �14 .+ T jco V/ r li CN J •� f CN O N O en O to O ui a a a a 0 w r O N � T a CO N r- U Ui S/11 wd6 2452 STATE ROUTE 9 01 L XNSIMQ ENGIICIEERIN PC MALTA,NY12020 T[516)899-!5243 F(51 S)S99-5245 December 21, 2023 Mark Torpey, Planning Board Chairman City Hall 474 Broadway Saratoga Springs, NY 12866 RE: Water/Sewer Letter Report—Faden—West Ave Site Plan (Revised) Dear Mr.Torpey: The Faden—West Ave Site Plan project proposes a 4-story mixed-use building containing retail space, an eating and drinking establishment, and multifamily rental units. The project is located on the northwest corner of West Avenue and Station Lane in the City of Saratoga Springs, New York. The proposed project includes the 22,955 SF footprint building, indoor basement level parking and outdoor parking behind the building,landscaping,an outdoor eating area,and a public civic space consisting of a proposed nature trail. The project parcel encompasses approximately 2.00 acres,and the tax map identification number is 165.-2- 76.2.This letter/report describes the water use and wastewater generation forthe proposed development. Public water service and sanitary sewer services are proposed to be provided bythe City of Saratoga Springs Department of Public Works. WASTEWATER DEMANDS The wastewater generated by the proposed development has been calculated based on the separate uses within the building. Per the"New York State Design Standard for Intermediate Sized Wastewater Treatment Systems"wastewater generated bythe proposed retail space has been calculated based on 0.1gallons per day(gpd)per square foot,while the restaurant wastewater generation rate was calculated based on 35 gpd per seat.Wastewater generated bythe residential development has been calculated based on the 10 State Standards of 100 gallons per capita per day(gpcpd)with an estimated population density of 2.0 residents per dwelling unit.The Average Daily Wastewater Flows and Peak Hour Wastewater Flows generated from the proposed development are 13,426 gpd and 38.97 gpm, respectively. A detailed outline of the wastewater flow calculations are as follows: West Ave—Site Plan, &Special Use Permit—Development consists of approximately 8,330 SF of retail, a 2,100 SF restaurant with approximately 50 seats, and 71 multifamily units. Retail Space: Proposed 8,330 SF Retail Space= (8,330 sf) x (0.1 gpd/sf) =833 gpd Design Average Daily Wastewater Flow=Total Wastewater Flow with 20% reduction for water saving measures =833 gpd x 80% = 666 gpd Equivalent Population =666 gpd/ 100 gpcpd = 7 people Page 2 Restaurant Space: Restaurant=(50 seats)x(35 gpd/seat) = 1,750 gpd = 1,750 gpd Design Average Daily Wastewater Flow=Total Wastewater Flow with 20% reduction for water saving measures = 1,750 gpd x 80% = 1,400 gpd Equivalent Population = Estimated to be 1,400 gpd/100 gpcpd = 14 people Multifamily Units: Population = (71 units) x(2.0 residents/unit) = 142 persons Design Average Daily Wastewater Flow= (142 persons) x 100gpcpd with 20%reduction for water saving measures = 14,200 gpd x 80% = 11,360 gpd Total Design Average Daily Wastewater Flow= 666 gpd+ 1,400 gpd + 11,360 gpd = 13,426 gpd Total Population = 7+ 14+ 142 = 163 persons Peak Hour Factor(P = population in thousands) = 18+ Pl/2 = (18+0.163'1') = 4.18 (4+ Pl/z) (4+0.1631/2) PHF=4.18 Cumulative Peak Hour Wastewater Flow = (Average Daily Wastewater Flow)x(Peak Hour Factor) = (13,426 gpd) x(4.18) =56,121 gpd =38.97 gpm (calculated design flow, required flow) Pipe Size Required—Based on Manning's formula using an "n" value of 0.013 for PVC and using the cumulative peak hour waste hour flow calculated above Q = x IR2 1 (Calculated design capacity and velocity) Trial Pipe size=6" Pipe Slope=0.02 ft/ft minimum 60% Full Velocity=4.70 fps 60% Full Capacity=0.58 cfs= 260.32 gpm 260 gpm (design capacity @ 60%) > 38.97 gpm (required capacity) Therefore Use 6" Diameter Pipe for all Gravity Service Laterals Page 3 Wastewater flows from the proposed development will be collected on site and conveyed via gravity piping to the existing public sewer main along Station Lane and ultimately to the existing pump station on Station Lane immediately adjacent to the project site. The existing pump station on Station Lane was identified to have capacity deficiencies.These deficiencies were outlined in the Engineer's Report prepared by Bergmann Associates dated August 16, 2017 for the Station Park Project that was previously proposed to the west of the Faden -West Ave project.This report identified four potential projects within the area that would contribute to the existing pump station and cause capacity issues.The four projects included the Station Park Project, Askew Apartments, Intrada Development and the Faden—West Ave project. At that time,the anticipated flows that were included within the Bergmann Associates report for the Faden—West Ave project were as follows: Average Daily Wastewater Flow= 18,393 gpd Cumulative Peak Hour Wastewater Flow=52 gpm Currently proposed for the Faden—West Ave project are as follow: Average Daily Wastewater Flow= 13,426 gpd Cumulative Peak Hour Wastewater Flow=38.97gpm 13,426 gpd (currently proposed) < 18,393 gpd (Bergmann Associates report) 38.97 gpm (currently proposed) <52 gpm (Bergmann Associates report) The Bergmann Associates report proposed upgrades to the existing pump station with each project contributing to the cost of the upgrades. The Station Park project did not advance while the remaining three projects continued. Most notably, the Intrada development advanced through approvals and construction first. As a part of their review and approval process they reevaluated the pumps station improvements with the elimination of the Station Park project before funding and performing the improvements to the pump station as a part of their construction.The owners of the Intrada project completed the pump station upgrades in 2019. The Askew Apartments project is currently under construction and has since reimbursed the Intrada project owners for that project's share of the pump station upgrade costs.The developers of the Faden—West Ave project are committed to contributing their portion of the pump station upgrade costs as the project advances toward construction and they have recently been in contact with the owners of the Intrada development regarding that payment. Based on the above it is expected that the existing and proposed sanitary system has adequate capacity to collect and convey the anticipated flow and that the project will not have an adverse impact on the existing system. WATER DEMANDS The water usage rates have been calculated for the 71 residential multifamily units based on the 10 State Standards of 100 gpdpc,with an anticipated population of 2.0 residents per unit.Water usage rates for the 8,330 sf of retail space is based on 0.1 gpd/SF per the "New York State Design Standard for Intermediate Sized Wastewater Treatment Systems",while the restaurant water demand was calculated based on a usage rate of 35 gpd/seat.The Average Day, Max Day, and Peak Hour Water usage rates usage for the site have Page 4 been calculated to be 13,426 gpd,22,153 gpd,and 41.96 gpm, respectively.A detailed outline of the water demand calculations are as follows: Retail Spac : Retail = 8,330 SF x 0.1 gpd/sf=833 gpd Water Demand Average Day with 20%water reduction for water saving fixtures: =833 gpd x 80% =666 gpd Multifamily units: Population = (71 units)x(2.0 residents/unit) = 142 persons Design Average Daily Wastewater Flow = (142) x 100 gpcpd x 20% reduction for water saving measures = 14,200 gpd x 80% = 11,360 gpd Restaurant Space: Restaurant= (50 seats)x(35 gpd/seat) = 1,750 gpd Water Demand Average Day with 20%water reduction for water saving fixtures: = 1,750 gpd x 80% = 1,400 gpd Total = 666 gpd + 11,360 gpd + 1,400 gpd= 13,426 gpd Water Demand Rates(Based on National Average) Average Day = 100%of average daily demand rate Max Day = 165%of average daily demand rate Max Hour =450%of average daily demand rate Water Demand For Service Area Average Day = (100%) x (13,426 gpd) = 13,426 gpd =9.32 gpm Max Day = (165%) x (13,426 gpd) = 22,153 gpd = 15.38 gpm Max Hour = (450%) x(13,426 gpd) = 60,417 gpd =41.96 gpm The water service connection to the City of Saratoga Springs Public Works water system will provide the domestic and fire protection needs of the proposed development. The proposed building will have an automatic sprinkler system.The project proposes one dual domestic and fire protection 6" DIP connection into the existing 8" DIP located along the west side of West Avenue.The connection shall utilize a tapping sleeve and valve to prevent disruption to the water supply during construction.The proposed water system is shown in the attached plan set. The estimated water usage and wastewater flows for the Faden—West Ave Site Plan are within the available capacity the water and wastewater systems in the area. The project applicant has agreed to participate and contribute to the local sanitary sewer improvements that will improve the existing systems.Therefore,it is expected that the connection of the water and sanitary systems will not have an adverse impact on the Page 5 existing utilities. Please review this letter/report and pending your approval please provide an approval letter for this connection. Please contact me at 899-5243 ext. 104 if you have any questions or require any additional information.Thank you. Sincerely, v LANSING ENGINEERING, RC Michael T.Vaillant, PE Cc: Russell Faden (Applicant) 0 EP LAND SERVICES Water/Sewer Engineering Report Exhibit 2 — Average flows for Multifamily (similar project) July 2024 Page 10 Hudson Sqaure-Water Meter Data Building#1 3862 Gallons in Hundreds Used Building#2 4819 Gallons in Hundreds Used Start date 11/1/2023 End Date 2/1/2024 #of Days 92 Average use= 9435.87 GPD #of Bedrooms= 245 Average Use per Bedroom= 38.5 GPD Building#1 3845 Gallons in Hundreds Used Building#2 4675 Gallons in Hundreds Used Start date 11/1/2023 End Date 2/1/2024 #of Days 92 Average use= 9260.87 GPD #of Bedrooms= 245 Average Use per Bedroom= 37.8 GPD Building#1 4719 Gallons in Hundreds Used Building#2 6600 Gallons in Hundreds Used Start date 7/31/2023 End Date 11/1/2023 #of Days 93 Average use= 12170.97 GPD #of Bedrooms= 245 Average Use per Bedroom= 49.7 GPD Building#1 5850 Gallons in Hundreds Used Building#2 5551 Gallons in Hundreds Used Start date 5/1/2023 End Date 7/31/2023 #of Days 91 Average use= 12528.57 GPD #of Bedrooms= 245 Average Use per Bedroom= 51.1 GPD Average water usage=1 44.3 GPD/Bedroom MAIL AND IN PERSON PAYMENT CITY OF COHOES-� ^y 1r7n%enfeM9n11he G01Yettion ACCEPTED AT TREAS.OFFICE WATER AND SEWER BILL City of Cohoes Treasurer's Office www.ci.cohoes.ny.us 97 Mohawk St. Usage Period: 02/01/2024 to 1) Property Tax Bill or Water Sewer Bill Payment Cohoes, NY 12047 05/01/2024 2) Parcel ID(Section, Block,+Lot)+Owners Last Name No Cash 3) Review+ Confirm Amount To Be Paid 4)Enter Contact Information 5)Confirm Details And Submit Payment 6) Receive Confirmation And Digital Receipt Payments accepted at Bill#: 0063007 Pioneer Cohoes Office Only 100 Mohawk St. SBL#: 11.17-1-19.31 M-W till 941 T-F 9-5 BANK#: 99 B-01-7513-AT-00010 II'III"Ir111II'IIIIIIIIIIIII'IIIII'Ill'Illlllllll"III1111111iI1 Treasurer's Office: (518)233-2111 720500 PRIME CO.LLC MS#5 Water Department: (518)233-2138 PO BOX 182895 Address Correction Requested: COLUMBUS OH 43218-2895 Write assessor or e-mail to 0.880 www.assessor@ci.cohoes.ny.us WATER METER READINGS GALLONSIN RATE PER 'FLAT TOTAL LEVY DESCRIPTION CURRENT PREVIOUS .• . . HUNDRED FEE DUE Water sales, June 16045 12183 3862 0.370 $30.00 $1428.94 Delinquent Water 0 0 0 0.000 $0.00 $0.00 Sewer rents, June 16045 12183 3862 0.360 $30.00 $1390.32 Delinquent Sewer 0 0 0 0.000 $0.00 $0.00 Flat Fee-fixed fee applied per quarter to reflect infrastructure maintenance costs. If you question the accuracy of this bill, Property Description and Location: please make your payment to avoid Meter Location: 1000 HUDSON SQUARE BLDG 1 incurring penalty.You have 30 days to Meter Number: 001 dispute this bill in writing by completing • Property Class 17951586 a grievance form wIth the City Clerk. - $2819 26 Failure to do so will be a waiver of that right. O6/30/2024 Unpaid Water/Sewer Re-levied to Following Year's City Tax Bill Water/Sewer is collected until January 31 of the following year. If unpaid,amounts TOTAL PAID: including penalty will be re-levied to the following year's City Tax Bill and will be treated as a City Tax. Re-levied water/sewer may effect your escrow payments. RETAIN THIS PORTION FOR YOUR RECORDS -------------------------------------------------------------------------------------------------------------------------------- CITY OF COHOES WATER AND SEWER BILL REMITTANCE STUB INTEREST TABLE Due By: Total: Bill No: 0063007 July 31,2024 $2932.03 WATER DUE: $1428.94 August 31,2024 $2988.42 SEWER DUE $1390.32 TOTAL DUE $2819.26 Cash[ ] Check[ ] TOTAL PAID: PROPERTY DESCRIPTION AND METER LOCATION SBL# 11.17-1-19.31 Meter Location: 1000 HUDSON SQUARE BLDG 1 IIIIIIIIIIII"I'I'IIIIIIII"I'IIII'lllllllll'lllll'lll'll'I'lll'I Property Class: 17951586 CITY TREASURER Meter Number: 001 CITY HALL Bank Number. 99 97 MOHAWK ST COHOES NY 12047-2897 View the City of Cohoes annual water quality report online now at hftps://www.ci.cohoes.ny.us/ArchiveCenterNiewFile/IteM158. MAIL AND IN PERSON PAYMENT CITY OF COHOES I 2q ACCEPTED AT TREAS.OFFICE WATER AND SEWER BILL �oh6enlem`onNne�oMeiaion City of Cohoes Treasurers Office www.ci.cohoes.ny.us 97 Mohawk St. Usage Period: 02/0112024 to 1) Property Tax Bill or Water Sewer Bill Payment Cohoes, NY 12047 05/01/2024 2) Parcel ID (Section, Block,+Lot)+Owners Last Name No Cash 3) Review+Confirm Amount To Be Paid 4)Enter Contact Information 5)Confirm Details And Submit Payment 6) Receive Confirmation And Digital Receipt Payments accepted at Bill#: 0063023 Pioneer Cohoes Office Only 100 Mohawk St. SBL#: 11.17-1-19.31 M-W till 93 rr-F 9.5 BANK#: 99 B-01-75B-AT-00010 ��'Il�rrI.II.I�rlll�l�ll�lll�rl�Il�r�llrl�lll�ll�l"IIIIII�III'll Treasurers Office: (518)233-2111 720500 PRIME CO.LLC MS#5 Water Department: (518)233-2138 PO BOX 182895 Address Correction Requested: COLUMBUS OH 43218-2895 No Write assessor or e-mail to a"0 wvjw.assessor@ci.cohoes.ny.us WATER METER READINGS GALLONSIN RATE PER *FLAT TOTAL LEVY DESCRIPTION CURRENT PREVIOUS HUNDREDSUSED HUNDRED FEE DUE Water sales, June 58241 53422 4819 0.370 $15.00 $1798.03 Delinquent Water 0 0 0 0.000 $0.00 $0.00 Sewer rents, June 58241 53422 4819 0.360 $15.00 $1749.84 Delinquent Sewer 0 0 0 0.000 $0.00 $0.00 Flat Fee-fixed fee applied per quarter to reflect infrastructure maintenance costs. fi you question the accuracy of this bill, Property Description and Location: please make your payment to avoid Meter Location: 1000 HUDSON SQUARE BLDG 2 Incurring penalty.You have 30 days to Meter Number: 001 dispute this bill In writing by completing Property Class 18218455 a grievance form with the City Clerk. Failure to do so will be a waiver of that right. O6/30/2024 Unpaid Water/Sewer Re-levied to Following Year's City Tax Bill Water/Sewer is collected until January 31 of the following year. If unpaid, amounts TOTAL PAID: including penalty will be re-levied to the following years City Tax Bill and will be treated as a City Tax. Re4evied water/sewer may effect your escrow payments. RETAIN THIS PORTION FOR YOUR RECORDS -------------------------------------------------------------------------------------------------------------------------------- CITY OF COHOES WATER AND SEWER BILL REMITTANCE STUB INTEREST TABLE Due By: Total: Bill No: 0063023 July 31,2024 $3689.78 WATER DUE: $1798.03 August 31,2024 $3760.74 SEWER DUE $1749.84 TOTAL DUE $3547.87 Cash [ ] Check( TOTAL PAID: PROPERTY DESCRIPTION AND METER LOCATION SBL# 11.17-1-19.31 Meter Location: 1000 HUDSON SQUARE BLDG 2 ��I�I�IIII��r'I'I'�II�IIII"IrIIIIr�lll�l�llr�l�llr��l'll'�'�II'I Property Class: 18218455 CITY TREASURER Meter Number: 001 CITY HALL Bank Number: 99 97 MOHAWK ST COHOES NY 12047-2897 View the City of Cohoes annual water quality report online now at hftps:/hvww.ci.cohoes.ny.us/ArchiveCenterNiewFile/itenVl58. MAIL AND IN PERSON PAYMENT CITY OF COHOES - ACCEPTED AT TREAS. OFFICE WATER AND SEWER BILL do Iy n[ent OtidnelEbNbbtion City of Cohoes Treasurer's Office www.ci.cohoes.ny.us 97 Mohawk St. Usage Period: 1110112023 to 1) Property Tax Bill or Water Sewer Bill Payment Cohoes, NY 12047 02/01/2024 2)Parcel ID (Section, Block,+ Lot)+Owners Last Name No Cash 3) Review+Confirm Amount To Be Paid 4) Enter Contact Information 5)Confrm Details And Submit Payment 6) Receive Confirmation And Digital Receipt Payments accepted at Bill#: 0063007 Pioneer Cohoes Office Only 100 Mohawk St. SBL#: 11.17-1-19.31 M-W till 9-4 IT-F 9-5 BANK#: 99 B-01-WT2-AT-00217 'II�'�'�I�Illlrrr�l'���Ilrlll�l�lllurrrlrllir�rlllrl'��I�II'�I'� Treasurer's Office: (518)233-2111 720500 PRIME CO.LLC MS#5 Water Department: (518)233-2138 PO BOX 182895 Address Correction Requested: COLUMBUS OH 43218-2895 Write assessor or e-mail to o aao www.assessor@ci.cohoes.ny.us DESCRIPTIONWATER METER READINGS GALLONSIN RATE PER *FLAT TOTAL LEVY .US HUNDREDS USED HUNDRED Water sales, March 12183 8338 3845 0.370 $30.00 $1422.65 Delinquent Water 0 0 0 0.000 $0.00 $0.00 Sewer rents, March 12183 8338 3845 0.360 $30.00 $1384.20 Delinquent Sewer 0 0 0 0.000 $0.00 $0.00 ' Flat Fee-fixed fee applied per quarter to reflect infrastructure maintenance costs. If you question the accuracy of this bill. Property Description and Location: please make your payment to avoid Meter Location: 1000 HUDSON SQUARE BLDG 1 incurring penalty.You have 30 days to Meter Number: 001 dispute this bill in writing by completing a grievance form with the City Clerk. 52806.85 Property Class 17951586 Failure to do so will be a waiver of that right. 03131l2024 Unpaid Water/Sewer Re-levied to Following Year's City Tax Bill Water/Sewer is collected until January 31 of the following year. If unpaid, amounts TOTAL PAID: including penalty will be re-levied to the following years City Tax Bill and will be treated as a City Tax. Re-levied water/sewer may effect your escrow payments. RETAIN THIS PORTION FOR YOUR RECORDS --------------------------------------------------------------------------------------------------------------------------------- CITY OF COHOES WATER AND SEWER BILL REMITTANCE STUB INTEREST TABLE Due By: Total: Bill No: 0063007 April 30, 2024 $2919.13 WATER DUE: $1422.65 May 31, 2024 $2975.26 SEWER DUE $1384.20 TOTAL DUE $2806.85 Cash [ ] Check[ ] TOTAL PAID: PROPERTY DESCRIPTION AND METER LOCATION SBL# 11.17-1-19.31 Meter Location: 1000 HUDSON SQUARE BLDG 1 I�I�I�Illll�rrl'I'�II�IIII"Irllllr�llllllllr'llllr��l'll'�'�II'I Property Class: 17951586 CITY TREASURER Meter Number: 001 CITY HALL Bank Number: 99 97 MOHAWK ST COHOES NY 12047-2897 View the City of Cohoes annual water quality report online now at https://www.ci.cohoes.ny.us/ArchiveCenterNiewFile/Item/158. MAIL AND IN PERSON PAYMENT CITY OF COHOES ConveniMtf 9/+lf�e bg]Ilection ACCEPTED AT TREAS. OFFICE WATER AND SEWER BILL City of Cohoes Treasurer's Office www.ci.cohoes.ny.us 97 Mohawk St. Usage Period: 11/01/2023 to 1) Property Tax Bill or Water Sewer Bill Payment Cohoes, NY 12047 02/01/2024 2) Parcel ID(Section, Block,+ Lot)+Owners Last Name No Cash 3) Review+ Confirm Amount To Be Paid 4)Enter Contact Information 5)Confirm Details And Submit Payment 6)Receive Confirmation And Digital Receipt Payments accepted at Bill#: 0063023 Pioneer Cohoes Office Only 100 Mohawk St. SBL#: 11.17-1-19.31 M-W till 9-4/T-F 9-5 BANK#: 99 B-01-WT2-AT-00217 'II�'�'�I�Illlr r�l'���IIrI11�1�I11 n r�rlllr�J11'I'��I�II'�l'� Treasurers Office: (518)233-2111 720500 PRIME CO.LLC MS#5 Water Department: (518)233-2138 PO BOX 182895 ' ' Address Correction Requested: COLUMBUS OH 43218-2895 Write assessor or e-mail to i www.assessor@ci.cohoes.ny.us DESCRIPTIONWATER METER READINGS GALLONSIN RATE PER *FLAT TOTAL LEVY • HUNDREDS . HUNDRED Water sales, March 53422 48747 4675 0.370 $15.00 $1744.75 Delinquent Water 0 0 0 0.000 $0.00 $0.00 Sewer rents, March 53422 48747 4675 0.360 $15.00 $1698.00 Delinquent Sewer 0 0 0 0.000 $0.00 $0.00 'Flat Fee-fixed fee applied per quarter to reflect infrastructure maintenance costs. I(you question the accuracy of this bill, Property Description and Location: please make your payment to avoid Meter Location: 1000 HUDSON SQUARE BLDG 2 incurring penalty.You have 30 days to Meter Number: 001 dispute this bill in writing by completing Property Class 18218455 a grievance form with the City Clerk. 53442.75 Failure to do so will be a waiver of that right. 03/31/2024 Unpaid Water/Sewer Re-levied to Following Year's City Tax Bill Water/Sewer is collected until January 31 of the following year. If unpaid, amounts TOTAL PAID: including penalty will be re-levied to the following year's City Tax Bill and will be treated as a City Tax. Re-levied water/sewer may effect your escrow payments. RETAIN THIS PORTION FOR YOUR RECORDS --------------------------------------------------------------------------------------------------------------------------------- CITY OF COHOES WATER AND SEWER BILL REMITTANCE STUB INTEREST TABLE Due By: Total: Bill No: 0063023 April 30, 2024 $3580.46 WATER DUE: $1744.75 May 31,2024 $3649.32 SEWER DUE $1698.00 TOTAL DUE $3442.75 Cash [ ] Check[ ] TOTAL PAID: PROPERTY DESCRIPTION AND METER LOCATION SBL# 11.17-1-19.31 Meter Location: 1000 HUDSON SQUARE BLDG 2 111111111111111 Jill 111111111 Property Class: 18218455 CITY TREASURER Meter Number: 001 CITY HALL Bank Number: 99 97 MOHAWK ST COHOES NY 12047-2897 View the City of Cohoes annual water quality report online now at https://www.ci.cohoes.ny.us/ArchiveCenterfViewFile/Item/158. MAIL AND IN PERSON PAYMENT CITY OF COHOES ACCEPTED AT TREAS.OFFICE WATER AND SEWER BILL Conveplert!(�nI r faction City of Cohoes Treasurers Office www.ci.cohoes.ny.us 97 Mohawk St. Usage Period: 07131/2023 to 1)Property Tax Bill or Water Sewer Bill Payment Cohoes, NY 12047 11/01/2023 2)Parcel ID (Section, Block,+Lot)+Owners Last Name No Cash 3)Review+Confirm Amount To Be Paid 4)Enter Contact Information 5)Confirm Details And Submit Payment 6)Receive Confirmation And Digital Receipt Payments accepted at Bill#: 0063007 Pioneer Cohoes Office Only 100 Mohawk St. SBL#: 11.17-1-19.31 M-W till 9.4/T-F 95 BANK#: 99 MI-Z3M-AT-0001 I Ill rl�llll rlll� �llrlll�rlll'I'I'I�Illrlll'll�llll'I�'ll�'I'��I Treasurer's Office: (518)233-2111 720500 PRIME CO.LLC MS#5 Water Department: (518)233-2138 PO BOX 182895 Address Correction Requested: COLUMBUS OH 43218-2895 Ki Write assessor or e-mail to os-u wwwassessor@ci.cohoes.ny.us WATER METER READINGS GALLONSIN RATE PER ' FLAT TOTAL LEVY DESCRIPTION CURRENT PREVIOUS HUNDREDSUSED HUNDRED FEE DUE Water sales, December 8338 3619 4719 0.370 $30.00 $1746.03 Delinquent Water 0 0 0 0.000 $0.00 $0.00 Sewer rents, December 8338 3619 4719 0.360 $30.00 $1698.84 Delinquent Sewer 0 0 0 0.000 $0.00 $0.00 Flat Fee-fixed fee applied per quarter to reflect infrastructure maintenance costs. It you question the accuracy of this bill, Property Description and Location: please make your payment to avoid Meter Location: 1000 HUDSON SQUARE BLDG 1 incurring penalty.You have 30 days to Meter Number: 001 dispute this bill In writing by completing ■ a grievance form with the City Clerk. - $3444 87 Property Class 17951586 Failure to do so will be a waiver of that right. 12/31/2023 Unpaid Water/Sewer Re-levied to Following Year's City Tax Bill Water/Sewer is collected until January 31 of the following year. If unpaid, amounts TOTAL PAID: including penalty will be re-levied to the following years City Tax Bill and will be treated as a City Tax. Re-levied water/sewer may effect your escrow payments. RETAIN THIS PORTION FOR YOUR RECORDS ------------------------------------------------------------------------------------------------------------------------------ CITY OF COHOES WATER AND SEWER BILL REMITTANCE STUB INTEREST TABLE Due By: Total: Bill No: 0063007 January 31,2024 $3582.66 WATER DUE: $1746.03 SEWER DUE $1698.84 TOTAL DUE $3444.87 Cash [ ] Check[ ] TOTAL PAID: PROPERTY DESCRIPTION AND METER LOCATION SBL# 11.17-1-19.31 Meter Location: 1000 HUDSON SQUARE BLDG 1 ��I�I�IIII��„I'I'�II�IIII"I.IIIIr�lll�l�llr�l�llr��l'll'�'�II'I Property Class: 17951586 CITY TREASURER Meter Number: 001 CITY HALL Bank Number: 99 97 MOHAWK ST COHOES NY 12047-2897 View the City of Cohoes annual water quality report online now at hftps://www.ci.cohoes.ny.us/ArchiveCenterNiewFile/ItenVI58. MAIL AND IN PERSON PAYMENT CITY OF COHOES ACCEPTED AT TREAS.OFFICE WATER AND SEWER BILL - - -Convenient Ong ggHection City of Cohoes Treasurer's Office www.ci.COhoes.ny.us 97 Mohawk St. Usage Period: 07131/2023 to 1)Property Tax Bill or Water Sewer Bill Payment Cohoes, NY 12047 11/01/2023 2)Parcel ID (Section, Block,+Lot)+Owners Last Name No Cash 3)Review+Confirm Amount To Be Paid 4) Enter Contact Information 5)Confirm Details And Submit Payment 6) Receive Confirmation And Digital Receipt Payments accepted at Bill#: 0063023 Pioneer Cohoes Office Only 100 Mohawk St. SBL#: 11.17-1-19.31 M-W till 9-4 IT-F 9-5 BANK#: 99 B-01-Z3Vt-AT-00011 III"I�Illlulll�r�Ilrllllrlll'I'I'I�Illrlll'll�llll'1�'ll�'1'��I Treasurer's Office: (518)233-2111 720500 PRIME CO.LLC MS#5 Water Department: (518)233-2138 PO BOX 182895 COLUMBUS OH 43218-2895 Address Correction Requested: o.x-n Write assessor or e-mail to www.assessor@ci.cohoes.ny.us DESCRIPTIONWATER METER READINGS GAILLONSIN RATE PER FLAT TOTAL LEVY .US HUNDREDSUSED HUNDRED FEE DUE Water sales, December 48747 42147 6600 0.370 $15.00 $2457.00 Delinquent Water 0 0 0 0.000 $0.00 $0.00 Sewer rents, December 48747 42147 6600 0.360 $15.00 $2391.00 Delinquent Sewer 0 0 0 0.000 $0.00 $0.00 Flat Fee-fixed fee applied per quarter to reflect infrastructure maintenance costs. If you question the accuracy of this bill, Property Description and Location: please make your payment to avoid Meter Location: 1000 HUDSON SQUARE BLDG 2 incurring penalty.You have 30 days to Meter Number: 001 dispute this bill in writing by completing a grievance form with the City Clerk. $4848 00 Property Class 18218455 Failure to do so will be a waiver of that right. 12/31/2023 Unpaid Water/Sewer Re-levied to Following Year's City Tax Bill Water/Sewer is collected until January 31 of the following year. If unpaid,amounts TOTAL PAID: including penalty will be re-levied to the following years City Tax Bill and will be treated as a City Tax. Re-levied water/sewer may effect your escrow payments. RETAIN THIS PORTION FOR YOUR RECORDS ------------------------------------------------------------------------------------------------------------------------------ CITY OF COHOES WATER AND SEWER BILL REMITTANCE STUB INTEREST TABLE Due By: Total: Bill No: 0063023 January 31,2024 $5041.92 WATER DUE: $2457.00 SEWER DUE $2391.00 TOTAL DUE $4848.00 Cash[ ] Check[ ] TOTAL PAID: PROPERTY DESCRIPTION AND METER LOCATION SBL# 11.17-1-19.31 Meter Location: 1000 HUDSON SQUARE BLDG 2 ��I�I�Illll�r'I'I'�II�IIII'rI.IIIIr�lll�l�llr�l�llr��l'll'�'�II'I Property Class: 18218455 CITY TREASURER Meter Number: 001 CITY HALL Bank Number. 99 97 MOHAWK ST COHOES NY 12047-2897 View the City of Cohoes annual water quality report online now at https://www.ci.cohoes.ny.us/ArchiveCenterN!ewFile/Item/158. MAIL AND IN PERSON PAYMENT CITY OF COHOES7`f8462`�ioriven�eTiCOh'line Co'll�ction ACCEPTED AT TREAS. OFFICE WATER AND SEWER BILL City of Cohoes Treasurer's Office www.ci.cohoes.ny.us 97 Mohawk St. Usage Period: 05/02/2023 to 1) Property Tax Bill or Water Sewer Bill Payment Cohoes, NY 12047 07/31/2023 2) Parcel ID (Section, Block,+ Lot) +Owners Last Name No Cash 3) Review+ Confirm Amount To Be Paid 4)Enter Contact Information 5)Confirm Details And Submit Payment 6)Receive Confirmation And Digital Receipt Bill#: 0063007 Payments accepted at Pioneer Cohoes Office Only 100 Mohawk St. SBL#: 11.17-1-19.31 M-W till 94 IT-F 9-5 BANK#: 99 '-MB A-01-3AC-AM-001744 II�"I�I��'II'III""'I�'III'II'�I'Il�l�lr�llrl�"��III'lllll'I�� Treasurer's Office: (518)233-2111 720500 PRIME CO.LLC MS#5 Water Department: (518)233-2138 PO BOX 182895 ' ° Address Correction Requested: COLUMBUS OH 43218-2895 Write assessor or e-mail to www assessor@ci cohoes.ny.us WATER METER READINGS GALLONSIN RATE PER *FLAT TOTAL LEVY DESCRIPTION CURRENT PREVIOUS HUNDREDSUSED HUNDRED FEE DUE Water sales, September 3619 97769 5850 0.370 $30.00 $2164.50 Delinquent Water 0 0 0 0.000 $0.00 $0.00 Sewer rents, September 3619 97769 5850 0.360 $30.00 $2106.00 Delinquent Sewer 0 0 0 0.000 $0.00 $0.00 Flat Fee-fixed fee applied per quarter to reflect infrastructure maintenance costs. If Property Description and Location: you question the accuracy of this bill, please make your payment to avoid Meter Location: 1000 HUDSON SQUARE BLDG 1 incurring penalty.You have 30 days to Meter Number: 001 dispute this bill in writing by completing a grievance form with the City Clerk. r $4270.50 Property Class 17951586 Failure to do so will be a waiver of that right. 09/30/2023 Unpaid Water/Sewer Re-levied to Following Year's City Tax Bill Water/Sewer is collected until January 31 of the following year. If unpaid,amounts TOTAL PAID: including penalty will be re-levied to the following year's City Tax Bill and will be treated as a City Tax. Re-levied water/sewer may effect your escrow payments. RETAIN THIS PORTION FOR YOUR RECORDS --------------------------------------------------------------------------------------------------------------------------------- CITY OF COHOES WATER AND SEWER BILL REMITTANCE STUB INTEREST TABLE Due By: Total: Bill No: 0063007 October 31, 2023 $4441.32 WATER DUE: $2164.50 November 30, 2023 $4526.73 SEWER DUE $2106.00 TOTAL DUE $4270.50 Cash I ] Check( ] TOTAL PAID: PROPERTY DESCRIPTION AND METER LOCATION SBL# 11.17-1-19.31 Meter Location: 1000 HUDSON SQUARE BLDG 1 ��I�I�IIII��r'I'I'�II�IIII"I IIII �III�I�II'�I�il'��I'll'�'�ll'I Property Class: 17951586 CITY TREASURER Meter Number: 001 CITY HALL Bank Number: 99 97 MOHAWK ST COHOES NY 12047-2897 View the City of Cohoes annual water quality report online now at https://www.cl.cohoes.ny.us/ArchiveCenter/ViewFile/Item/158. MAIL AND IN PERSON PAYMENT CITY OF COHOEX758463Q9n4ve APnTOAinNAZction ACCEPTED AT TREAS.OFFICE WATER AND SEWER BILL 'C n City of Cohoes Treasurer's Office www.ci.cohoes.ny.us 97 Mohawk St. Usage Period: 05/01/2023 to 1)Property Tax Bill or Water Sewer Bill Payment Cohoes, NY 12047 07/31/2023 2)Parcel ID (Section, Block,+ Lot)+Owners Last Name No Cash 3)Review+ Confirm Amount To Be Paid 4)Enter Contact Information 5)Confrm Details And Submit Payment 6)Receive Confirmation And Digital Receipt Payments accepted at Bill #: 0063023 Pioneer Cohoes Office Only 100 Mohawk St. SBL#: 11.17-1-19.31 M-W till 94 IT-F 9.5 BANK#: 99 '-MB A-01-3AC-AM-00174-4 9'II Pill'1I'111'11,11141111111111111111111 Treasurer's Office: (518)233-2111 720500 PRIME CO.LLC MS#5 Water Department: (518)233-2138 PO BOX 182895 Address Correction Requested: COLUMBUS OH 43218.2895 R Write assessor or e-mail to www.assessor@ci.cohoes.ny.us READINGSWATER METER LEVY DESCRIPTION CURRENT PREVIOUS HUNDREDSUSED HUNDRED FEE DUE Water sales, September 42147 36596 5551 0.370 $15.00 $2068.87 Delinquent Water 0 0 0 0.000 $0.00 $0.00 Sewer rents, September 42147 36596 5551 0.360 $15.00 $2013.36 Delinquent Sewer 0 0 0 0.000 $0.00 $0.00 ' Flat Fee-fixed fee applied per quarter to reflect infrastructure maintenance costs. If you question the accuracy of this bill, Property Description and Location: please make your payment to avoid Meter Location: 1000 HUDSON SQUARE BLDG 2 incurring penalty.You have 30 days to Meter Number: 001 dispute this bill in writing by completing a grievance form with the City Clerk. $4082.23 Property Class 18218455 Failure to do so will be a waiver of that right. 09/30/2023 Unpaid Water/Sewer Re-levied to Following Year's City Tax Bill Water/Sewer is collected until January 31 of the following year. If unpaid, amounts TOTAL PAID: including penalty will be re-levied to the following year's City Tax Bill and will be treated as a City Tax. Re-levied water/sewer may effect your escrow payments. RETAIN THIS PORTION FOR YOUR RECORDS --------------------------------------------------------------------------------------------------------------------------------- CITY OF COHOES WATER AND SEWER BILL REMITTANCE STUB INTEREST TABLE Due By: Total: Bill No: 0063023 October 31, 2023 $4245.51 WATER DUE: $2068.87 November 30, 2023 $4327.16 SEWER DUE $2013.36 TOTAL DUE $4082.23 Cash [ ] Check[ ] TOTAL PAID PROPERTY DESCRIPTION AND METER LOCATION SBL# 11.17-1-19.31 Meter Location: 1000 HUDSON SQUARE BLDG 2 ��I�I�ll11��1'I'I'�ll�lll1111111111�III�I�lll�l�lll��l'll'�'�II'I Property Class: 18218455 CITY TREASURER Meter Number: 001 CITY HALL Bank Number: 99 97 MOHAWK ST COHOES NY 12047-2897 View the City of Cohoes annual water quality report online now at hftps://www.ci.cohoes.ny.us/ArchiveCenter/ViewFile/Item/158. Captain's Lookout-Water Meter Data Building#1 2299 Gallons in Hundreds Used Building#2 2162 Gallons in Hundreds Used Start date 11/1/2023 End Date 2/1/2024 #of Days 92 Average use= 4848.913 GPD #of Bedrooms= 128 Average Use per Bedroom= 37.9 GPD Building#1 2339 Gallons in Hundreds Used Building#2 2231 Gallons in Hundreds Used Start date 11/1/2023 End Date 2/1/2024 #of Days 92 Average use= 4967.391 GPD #of Bedrooms= 128 Average Use per Bedroom= 38.8 GPD Building#1 2046 Gallons in Hundreds Used Building#2 2736 Gallons in Hundreds Used Start date 7/31/2023 End Date 11/1/2023 #of Days 93 Average use= 5141.935 GPD #of Bedrooms= 128 Average Use per Bedroom= 40.2 GPD Building#1 2192 Gallons in Hundreds Used Building#2 3064 Gallons in Hundreds Used Start date 5/1/2023 End Date 7/31/2023 #of Days 91 Average use= 5775.824 GPD #of Bedrooms= 128 Average Use per Bedroom= 45.1 GPD Average water usage=1 40.5 GPD/Bedroom MAIL AND IN PERSON PAYMENT CITY OF COHOES ConvenTenfOnlirie'tlollection ACCEPTED AT TREAS. OFFICE WATER AND SEWER BILL City of Cohoes Treasurer's Office www.ci.cohoes.ny.us 97 Mohawk St. Usage Period: 02/01/2024 to 1) Property Tax Bill or Water Sewer Bill Payment Cohoes, NY 12047 05/01/2024 2) Parcel ID (Section, Block,+ Lot) + Owners Last Name No Cash 3) Review+ Confirm Amount To Be Paid 4)Enter Contact Information 5)Confirm Details And Submit Payment 6) Receive Confirmation And Digital Receipt Payments accepted at Bill#: 0062964 Pioneer Cohoes Office Only 100 Mohawk St. SBL#: 11.17-24.3 M-W till 9-4/T-F 9-5 BANK#: 8-01-7511-AT-000N, Treasurer's Office: (518)233-2111 PRIME COMPANIES Water Department: (518)233-2138 MAIL STOP#5 1�Lt PO BOX 182895 Address Correction Requested: 89 COLUMBUS OH 43218-2895 Write assessor or e-mail to www.assessor@cj.cohoes.ny.us WATER METER READINGS GAILLONSIN RATE PER 'FLAT TOTAL LEVY DESCRIPTION CURRENT PREVIOUS •• D- r FEE DUE Water sales, June 86932 84770 2162 0.370 $30.00 $829.94 Delinquent Water 0 0 0 0.000 $0.00 $0.00 Sewer rents, June 86932 84770 2162 0.360 $30.00 $808.32 Delinquent Sewer 0 0 0 0.000 $0.00 $0.00 ' Flat Fee-fixed fee applied per quarter to reflect infrastructure maintenance costs. If you question the accuracy of this bill, Property Description and Location: please make your payment to avoid Meter Location: 6 DELAWARE AVE incurring penalty.You have 30 days to Meter Number: 001 dispute this bill in writing by completing a grievance form with the City Clerk. 51638.26 Property Class 44103278 Failure to do so will be a waiver of that right. 06/30/2024 Unpaid Water/Sewer Re-levied to Following Year's City Tax Bill Water/Sewer is collected until January 31 of the following year. If unpaid, amounts TOTAL PAID: including penalty will be re-levied to the following year's City Tax Bill and will be treated as a City Tax. Re-levied water/sewer may effect your escrow payments. RETAIN THIS PORTION FOR YOUR RECORDS --------------------------------------------------------------------------------------------------------------------------------- CITY OF COHOES WATER AND SEWER BILL REMITTANCE STUB INTEREST TABLE Due By: Total: Bill No: 0062964 July 31, 2024 $1703.79 WATER DUE: $829.94 August 31, 2024 $1736.56 SEWER DUE $808.32 TOTAL DUE $1638.26 Cash [ ] Check[ ] TOTAL PAID: PROPERTY DESCRIPTION AND METER LOCATION SBL# 11.17-2.4.3 Meter Location: 6 DELAWARE AVE Illll�llll�lr'I'I'�II�IIII"I.IIII'�111�1�11'�I�ll'��I'll'�'�II'I Property Class: 44103278 CITY TREASURER Meter Number: 001 CITY HALL Bank Number: 97 MOHAWK ST COHOES NY 12047-2897 I View the City of Cohoes annual water quality report online now at https://www.ci.cohoes.ny.us/ArchiveCenterNiewFile/Item/158. MAIL AND IN PERSON PAYMENT CITY OF COHOES Convenient Online Collection ACCEPTED AT TREAS. OFFICE WATER AND SEWER BILL Convenient Onl us City of Cohoes Treasurer's Office www.ci.cohoes.ny.us Mohawk St. Usage Period: 02/01/2024 to 1) Property Tax Bill or Water Sewer Bill Payment Cohoes, NY 12047 05/01/2024 2) Parcel ID(Section, Block,+ Lot)+Owners Last Name No Cash 3)Review+Confirm Amount To Be Paid 4)Enter Contact Information 5)Confirm Details And Submit Payment 6) Receive Confirmation And Digital Receipt Payments accepted at Bill#: 0063002 Pioneer Cohoes Office Only 100 Mohawk St. SBL#: 11.17-24.3 M-W till 9.4/T-F 9-5 BANK#: B-01-75B-AT-00006 I.I���IIII'�11�IrIr��"'111119'1 fill 11"111111'll"111111111I"' Treasurers Office: (518)233 2111 PRIME COMPANIES Water Department: (518)233-2138 PO BOX 182895 MAIL STOP Address Correction Requested: COLUMBUS OH 43218-2895 Write assessor or e-mail to ,nao www.assessor@ci.cohoes.ny.us WATER METER READINGS GAILLONSIN RATE PER *FLAT TOTAL LEVY DESCRIPTION CURRENT PREVIOUS HUNDREDSUSED HUNDRED FEE DUE Water sales, June 48165 45866 2299 0.370 $30.00 $880.63 Delinquent Water 0 0 0 0.000 $0.00 $0.00 Sewer rents, June 48165 45866 2299 0.360 $30.00 $857.64 Delinquent Sewer 0 0 0 0.000 $0.00 $0.00 Flat Fee-fixed fee applied per quarter to reflect infrastructure maintenance costs. Property Description and Location: It you question the accuracy of this bill, please make your payment to avoid Meter Location: 6 DELAWARE AVE incurring penalty.You have 30 days to Meter Number: 001 dispute this bill in writing by completing a grievance form with the City Clerk. Property Class 47791778 Failure to do so will be a waiver of that right. $1738.27 O6/30/2024 Unpaid Water/Sewer Re-levied to Following Year's City Tax BIII Water/Sewer is collected until January 31 of the following year. If unpaid,amounts TOTAL PAID: including penalty will be re-levied to the following year's City Tax Bill and will be treated as a City Tax. Re-levied water/sewer may effect your escrow payments. RETAIN THIS PORTION FOR YOUR RECORDS -------------------------------------------------------------------------------------------------------------------------------- CITY OF COHOES WATER AND SEWER BILL REMITTANCE STUB INTEREST TABLE Due By: Total: Bill No: 0063002 July 31,2024 $1807.81 WATER DUE: $880.63 August 31,2024 $1842.57 SEWER DUE $857.64 TOTAL DUE $1738.27 Cash [ ] Check[ ] TOTAL PAID: PROPERTY DESCRIPTION AND METER LOCATION SBL# 11.17-2-4.3 Meter Location:6 DELAWARE AVE ��III�1111��r'I'I'�ll�llll'rI.1111r�111�1�11r�l�llr��l'II'�'�ll'I Property Class:47791778 CITY TREASURER Meter Number: 001 CITY HALL Bank Number: 97 MOHAWK ST COHOES NY 12047-2897 View the City of Cohoes annual water quality report online now at https://www.ci.cohoes.ny.us/ArchiveCenterNiewFile/Item/158. MAIL AND IN PERSON PAYMENT CITY OF COHOES :46vlenlon�®BN�te�oHettiion ACCEPTED AT TREAS. OFFICE WATER AND SEWER BILL ' City of Cohoes Treasurer's Office www.ci.cohoes.ny.us 97 Mohawk St. Usage Period: 11/01/2023 to 1)Property Tax Bill or Water Sewer Bill Payment Cohoes, NY 12047 02/01/2024 2) Parcel ID (Section, Block,+Lot) +Owners Last Name No Cash 3) Review+ Confirm Amount To Be Paid 4) Enter Contact Information 5)Confirm Details And Submit Payment 6) Receive Confirmation And Digital Receipt #: Payments accepted at Bill 0063002 Pioneer Cohoes Office Only 100 Mohawk St. SBL#: 11.17-2-4.3 M-W till 9.4/T-F 9-5 BANK#: B-01-WT2-AT-00215 IIIIIIIIII'111111111"IIII'II'II'IIII'll'llllllll"IIIIIIIIII'll' Treasurer's Office: (518)233-2111 PRIME COMPANIES Water Department: (518)233-2138 MAIL STOP#5 Address Correction Requested: PO BOX 182895 COLUMBUS OH43218-2895 Write assessor or e-mail to u.a�n�u www.assessor@ci.cohoes.ny.us WATER METER READINGS GAILLONSIN RATE PER *FLAT TOTAL LEVY DESCRIPTION CURRENT PREVIOUSD• D• DUE Water sales, March 45866 43527 2339 0.370 $30.00 $895.43 Delinquent Water 0 0 0 0.000 $0.00 $0.00 Sewer rents, March 45866 43527 2339 0.360 $30.00 $872.04 Delinquent Sewer 0 0 0 0.000 $0.00 $0.00 'Fiat Fee-fixed fee applied per quarter to reflect infrastructure maintenance costs. If Property Description and Location: you question the accuracy of this bill, please make your payment to avoid Meter Location: 6 DELAWARE AVE incurring penalty.You have 30 days to Meter Number: 001 dispute this bill In writing by completing a grievance form with the City Clerk. 51767.47 Property Class 47791778 Failure to do so will be a waiver of that right. 03l3112024 Unpaid Water/Sewer Re-levied to Following Year's City Tax Bill Water/Sewer is collected until January 31 of the following year. If unpaid, amounts TOTAL PAID: including penalty will be re-levied to the following year's City Tax Bill and will be treated as a City Tax. Re-levied water/sewer may effect your escrow payments. RETAIN THIS PORTION FOR YOUR RECORDS --------------------------------------------------------------------------------------------------------------------------------- CITY OF COHOES WATER AND SEWER BILL REMITTANCE STUB INTEREST TABLE Due By: Total: Bill No 0063002 April 30,2024 $1838.17 WATER DUE: $895.43 May 31, 2024 $1873.52 SEWER DUE $872.04 TOTAL DUE $1767.47 Cash [ I Check[ J TOTAL PAID: PROPERTY DESCRIPTION AND METER LOCATION SBL# 11.17-2.4.3 Meter Location: 6 DELAWARE AVE IIIIIIIIIIII"I'I'IIIIIIII'.Irllllrlllllllll lllll llI'II'I'I11'I Property Class: 47791778 CITY TREASURER Meter Number: 001 CITY HALL Bank Number: 97 MOHAWK ST COHOES NY 12047-2897 View the City of Cohoes annual water quality report online now at https://www.ci.cohoes.ny.us/ArchiveCenterNiewFile/Item/158. MAIL AND IN PERSON PAYMENT CITY OF COHOES ACCEPTED AT TREAS.OFFICE WATER AND SEWER BILL Convenient OnNne Collection City of Cohoes Treasurer's Office www.ci.cohoes.ny.us 97 Mohawk St. Usage Period: 11/01/2023 to 1) Property Tax Bill or Water Sewer Bill Payment Cohoes, NY 12047 02/01/2024 2) Parcel ID(Section, Block,+ Lot)+Owners Last Name No Cash 3) Review+ Confirm Amount To Be Paid 4)Enter Contact Information 5)Confirm Details And Submit Payment 6)Receive Confirmation And Digital Receipt Payments accepted at Bill#: 0062964 Pioneer Cohoes Office Only 100 Mohawk St. SBL#: 11,17-24.3 M-W till 9-4/T-F 9-5 BANK#: B-01-WT2-AT.0021 c uhPliii'dIIIPti"dll'u'Irdll'll'llllliir'Plhui6'u' PRIME COMPANIES Treasurers Office: (518)233-2111 Water Department: 233-2138 MAIL STOP#5 Address Correction Requested: PO BOX 182895 Write assessor or e-mail to COLUMBUS OH 43218-2895 www.assessor@ci.cohoes.ny.u s WATER METER READINGS GAILLONSIN RATE PER *FLAT TOTAL LEVY DESCRIPTION CURRENT PREVIOUS HUNDREDSUSED HUNDRED FEE DUE Water sales, March 84770 82539 2231 0.370 $30.00 $855.47 Delinquent Water 0 0 0 0.000 $0.00 $0.00 Sewer rents, March 84770 82539 2231 0.360 $30.00 $833.16 Delinquent Sewer 0 0 0 0.000 $0.00 $0.00 Flat Fee -fixed fee applied per quarter to reflect infrastructure maintenance costs. If you question the accuracy of this bill, Property Description and Location: please make your payment to avoid Meter Location: 6 DELAWARE AVE incurring penalty.You have 30 days to Meter Number: 001 dispute this bill in writing by completing a grievance form with the City Clerk. $1688.63 Property Class 44103278 Failure to do so will be a waiver of that right. - 03/31/2024 Unpaid Water/Sewer Re-levied to Following Year's City Tax Bill Water/Sewer is collected until January 31 of the following year. If unpaid, amounts TOTAL PAID: _ including penalty will be re-levied to the following year's City Tax Bill and will be treated as a City Tax. Re-levied water/sewer may effect your escrow payments. RETAIN THIS PORTION FOR YOUR RECORDS --------------------------------------------------------------------------------------------------------------------------------- CITY OF COHOES WATER AND SEWER BILL REMITTANCE STUB INTEREST TABLE Due By: Total: Bill No: 0062964 April 30, 2024 $1756.18 WATER DUE: $855.47 May 31, 2024 $1789.95 SEWER DUE $833.16 I TOTAL DUE $1688.63 Cash ( ] Check[ TOTAL PAID: PROPERTY DESCRIPTION AND METER LOCATION SBL# 11.17-2-4.3 Meter Location: 6 DELAWARE AVE IIIIIIIIIIII"I'I'IIIIIIII"l'Illl'lilllllll'lllll'lll'll'I'lll'I Property Class: 44103278 CITY TREASURER Meter Number: 001 CITY HALL Bank Number: 97 MOHAWK ST COHOES NY 12047-2897 View the City of Cohoes annual water quality report online now at https://www.ci.cohoes.ny.us/ArchiveCenterNiewFile/Item/158. MAIL AND IN PERSON PAYMENT CITY OF COHOES ACCEPTED AT TREAS.OFFICE WATER AND SEWE"JLL Conve i nt Onli e Y ction City of Cohoes Treasurers Office www.c. hoes.nyus 97 Mohawk St. Usage Period: 07/31/2023 to 1) Property Tax Bill or Water Sewer Bill Payment Cohoes, NY 12047 11I01/2023 2)Parcel ID (Section, Block,+Lot)+Owners Last Name No Cash 3)Review+Confirm Amount To Be Paid 4)Enter Contact Information 5)Confirm Details And Submit Payment 6) Receive Confirmation And Digital Receipt Bill#: 0062964 Payments accepted at Pioneer Cohoes Office Only SBL#: 11.17-2-4.3 100 Mohawk St. M-W till 9.41T-F 9-5 BANK#: B-01-Z3M-AT-00009 11rl�rr�l'��I'II'I�Il�rrrrlrlll��l��'�Il�llrllrrl��llllll�rlr�rll Treasurer's Office: (518)233-2111 PRIME COMPANIES Water Department: (518)233-2138 MAIL STOP#5 .g BOX 182895 Address Correction Requested: PO CO BOX 182 95 43218-2895 0 Write assessor or e-mail to .870 www.assessor@ci.cohoes.ny.us READINGSWATER METER LEVY DESCRIPTION CURRENT PREVIOUSHUNDREDS r HUNDRED FEE DUE Water sales, December 82539 79803 2736 0.370 $30.00 $1042.32 Delinquent Water 0 0 0 0.000 $0.00 $0.00 Sewer rents, December 82539 79803 2736 0.360 $30.00 $1014.96 Delinquent Sewer 0 0 0 0.000 $0.00 $0.00 ' Flat Fee-fixed fee applied per quarter to reflect infrastructure maintenance costs. Property Description and Location: If you question the accuracy of this bill, please make your payment to avoid Meter Location: 6 DELAWARE AVE incuning penalty.You have 30 days to • r Meter Number: 001 dispute this bill In writing by completing a grievance form with the City Clerk. r $2057.28 Property Class 44103278 Failure to do so will be a waiver of that right. 12/31/2023 Unpaid Water/Sewer Re-levied to Following Year's City Tax Bill Water/Sewer is collected until January 31 of the following year. If unpaid,amounts TOTAL PAID: including penalty will be re-levied to the following years City Tax Bill and will be treated as a City Tax. Re-levied water/sewer may effect your escrow payments. RETAIN THIS PORTION FOR YOUR RECORDS -------------------------------------------------------------------------------------------------------------------------------- CITY OF COHOES WATER AND SEWER BILL REMITTANCE STUB INTEREST TABLE Due By: Total: Bill No: 0062964 January 31,2024 $2139.57 WATER DUE: $1042.32 SEWER DUE $1014.96 TOTAL DUE $2057.28 Cash [ ] Check[ ] TOTAL PAID: PROPERTY DESCRIPTION AND METER LOCATION SBL# 11.17-2-4.3 Meter Location:6 DELAWARE AVE ��I�I�IIII��r'I'I'�II�IIII"I.IIIIr�lll�l�llr�l�llr��l'II'�'�II'I Property Class: 44103278 CITY TREASURER Meter Number: 001 CITY HALL Bank Number. 97 MOHAWK ST COHOES NY 12047-2897 View the City of Cohoes annual water quality report online now at https://www.ci.cohoes.ny.us/ArchiveCenterNiewFile/Item/158. MAIL AND IN PERSON PAYMENT CITY OF COHOES ACCEPTED AT TREAS.OFFICE WATER AND SEWER:BILL, ,,: . ve i Lit Onli e.0 Ilection City of Cohoes Treasurers Office .C.Cohoes.nyLs 97 Mohawk St. Usage Period: 07/3112023 to 1)Property Tax Bill or Water Sewer Bill Payment Cohoes, NY 12047 1 Period: 7/3 2) Parcel ID(Section, Block,+Lot)+Owners Last Name No Cash 3) Review+ Confirm Amount To Be Paid 4) Enter Contact Information 5)Confirm Details And Submit Payment 6)Receive Confirmation And Digital Receipt Bill#: 0063002 Payments accepted at Pioneer Cohoes Office Only 100 Mohawk St. SBL#: 11.17-2-4.3 M-W till 9.4IT-F 9-5 BANK#: B-01-Z3M-AT-WON 111�11�I���I�11�1�II�111111111��I����II�II111111��IIIIII�111�111 Treasurer's Office: (518)233-2111 PRIME COMPANIES Water Department: (518)233-2138 MAIL STOP#5 Address Correction Requested: PO BOX 182895 COLUMBUS OH 43218-2895 o.x10 Write assessor or e-mail s. www.assessor@ci.cohoes.ny.us DESCRIPTIONWATER METER READINGS GALLONS IN RATE PER *FLAT TOTAL LEVY • HUNDREDS . HUNDRED Water sales, December 43527 41481 2046 0.370 $30.00 $787.02 Delinquent Water 0 0 0 0.000 $0.00 $0.00 Sewer rents, December 43527 41481 2046 0.360 $30.00 $766.56 Delinquent Sewer 0 0 0 0.000 $0.00 $0.00 Flat Fee-fixed fee applied per quarter to reflect infrastructure maintenance costs. Property Description and Location: If you question the accuracy of this bill, please make your payment to avoid Meter Location: 6 DELAWARE AVE incurring penalty.You have 30 days to Meter Number: 001 dispute this bill in writing by completing Property Class 47791778 a grievance form with the City Clerk. r 51553.58 Failure to do so will be a waiver of that right. 12;31 i2023 Unpaid Water/Sewer Re4evied to Followina Year's City Tax Bill Water/Sewer is collected until January 31 of the following year. If unpaid, amounts TOTAL PAID: including penalty will be re-levied to the following years City Tax Bill and will be treated as a City Tax. Re-levied water/sewer may effect your escrow payments. RETAIN THIS PORTION FOR YOUR RECORDS -------------------------------------------------------------------------------------------------------------------------------- CITY OF COHOES WATER AND SEWER BILL REMITTANCE STUB INTEREST TABLE Due By: Total: Bill No: 0063002 January 31, 2024 $1615.72 WATER DUE: $787.02 SEWER DUE $766.56 TOTAL DUE $1553.58 Cash [ ] Check[ ] TOTAL PAID: PROPERTY DESCRIPTION AND METER LOCATION SBL# 11.17-2-4.3 Meter Location:6 DELAWARE AVE ��III�IIII����1'I'�II�IIII"I�IIII��III�I�II��I�II ��I'II'�'�II'I Property Class:47791778 CITY TREASURER Meter Number: 001 CITY HALL Bank Number: 97 MOHAWK ST COHOES NY 12047-2897 View the City of Cohoes annual water quality report online now at https:/twww.ci.cohoes.ny.us/ArchiveCenterNiewFile/IteM158. MAIL AND IN PERSON PAYMENT CITY OF COHOES •Conveni�df On7e L�1f8ction ACCEPTED AT TREAS. OFFICE WATER AND SEWER BILL City of Cohoes Treasurer's Office www.ci.cohoes.ny.us 97 Mohawk St. Usage Period: 05/01/2023 to 1) Property Tax Bill or Water Sewer Bill Payment Cohoes, NY 12047 07/31/2023 2) Parcel ID (Section, Block,+Lot) +Owners Last Name No Cash 3) Review+ Confirm Amount To Be Paid 4)Enter Contact Information 5)Confrm Details And Submit Payment 6)Receive Confirmation And Digital Receipt Payments accepted at Bill M 0063002 Pioneer Cohoes Office Only 100 Mohawk St. SBL#: 11.17-24.3 M-W till 94 IT-F 9-5 BANK#: 'MB •A-01-3AC-AM-00173-4 IIIIII�II�I'II'I�'11111�111"I'I��'��'I�"���II�I'��III'll'll'I�� Treasurer's Office: (518)233-2111 PRIME COMPANIES Water Department: (518)233-2138 MAIL STOP#5 Address Correction Requested: PO BOX 182895 COLUMBUS OH 43218-2895 in Write assessor or e-mail to www.assessor@ci.cohoes.ny.us WATER METER READINGS GAILLONSIN RATE PER *FLAT TOTAL LEVY DESCRIPTION CURRENT PREVIOUS HUNDREDS USED HUNDRED FFF DUE Water sales, September 41481 39289 2192 0.370 $30.00 $841.04 Delinquent Water 0 0 0 0.000 $0.00 $0.00 Sewer rents, September 41481 39289 2192 0.360 $30.00 $819.12 Delinquent Sewer 0 0 0 0.000 $0.00 $0.00 `Flat Fee-fixed fee applied per quarter to reflect infrastructure maintenance costs. If Property Description and Location: you question the accuracy of this bill, please make your pa yment to avoid Meter Location: 6 DELAWARE AVE incumng penalty.You have 30 days to Meter Number: 001 dispute this bill in writing by completing a grievance form with the City Clerk. 51660.16 Property Class 47791778 Failure to do so will be a waiver of that right. - 09/30I2023 Unpaid Water/Sewer Re-levied to Following Year's City Tax Bill Water/Sewer is collected until January 31 of the following year. If unpaid,amounts TOTAL PAID: including penalty will be re-levied to the following year's City Tax Bill and will be treated as a City Tax. Re-levied water/sewer may effect your escrow payments. RETAIN THIS PORTION FOR YOUR RECORDS --------------------------------------------------------------------------------------------------------------------------------- CITY OF COHOES WATER AND SEWER BILL REMITTANCE STUB INTEREST TABLE Due By: Total: Bill No: 0063002 October 31, 2023 $1726.56 WATER DUE: $841.04 November 30, 2023 $1759.77 SEWER DUE $819.12 TOTAL DUE $1660.16 Cash [ ] Check( ] TOTAL PAID: PROPERTY DESCRIPTION AND METER LOCATION SBL# 11.17-2-4.3 Meter Location: 6 DELAWARE AVE ��I�I�IIII��r'I'I'�II�IIII"Irllllilllllllllrll�ll l'I'll'�'�II'I Property Class: 47791778 CITY TREASURER Meter Number: 001 CITY HALL Bank Number: 97 MOHAWK ST COHOES NY 12047-2897 View the City of Cohoes annual water quality report online now at hftps://www.ci.cohoes.ny.us/ArchiveCenterNiewFile/Item/158. MAIL AND IN PERSON PAYMENT CITY OF COHOES ACCEPTED AT TREAS.OFFICE WATER AND SEWER BILL Convenient Online Collection City of Cohoes Treasurer's Office www.ci.cohoes.ny.us 97 Mohawk St. Usage Period: 05/01/2023 to 1) Property Tax Bill or Water Sewer Bill Payment Cohoes, NY 12047 07/31/2023 2) Parcel ID (Section, Block,+Lot) +Owners Last Name No Cash 3)Review+ Confirm Amount To Be Paid 4) Enter Contact Information 5)Confirm Details And Submit Payment 6)Receive Confirmation And Digital Receipt #: Payments accepted at Bill 0062964 Pioneer Cohoes Office Only 100 Mohawk St. SBL#: 11.17-2-4.3 M-W till 9-4/T-F 9.5 BANK#: 2MB A-01-3AC-AM.00173-0 IIIIII�II�I'II'I�'IIIII�III"I'I��'��'I�"���II�I'��III'll'll'I�� Treasurer's Office: (518)233-2111 PRIME COMPANIES _ Water Department: (518)233-2138 MAIL STOP#5 Address Correction Requested: PO BOX 182895 Write assessor or e-mail to COLUMBUS OH 43218-2895 wvvw.assessor@ci.cohoes.ny.us DESCRIPTIONWATER METER READINGS GALLONSIN RATE PER *FLAT TOTAL LEVY •US HUNDREDS USED HUNDREDDUE Water sales, September 79803 76739 3064 0.370 $30.00 $1163.68 Delinquent Water 0 0 0 0.000 $0.00 $0.00 Sewer rents, September 79803 76739 3064 0.360 $30.00 $1133.04 Delinquent Sewer 0 0 0 0.000 $0.00 $0.00 Flat Fee-fixed fee applied per quarter to reflect infrastructure maintenance costs. If you question the accuracy of this bill. Property Description and location: please make your payment to avoid Meter Location: 6 DELAWARE AVE incurring penalty.You have 30 days to Meter Number: 001 dispute this bill in writing by completing a grievance form with the City Clerk. 52296.72 Property Class 44103278 Failure to do so will be a waiver of that right. - 09I30/2023 Unpaid Water/Sewer Re-levied to Following Year's City Tax Bill Water/Sewer is collected until January 31 of the following year. If unpaid, amounts TOTAL PAID: including penalty will be re-levied to the following year's City Tax Bill and will be treated as a City Tax. Re-levied water/sewer may effect your escrow payments. RETAIN THIS PORTION FOR YOUR RECORDS --------------------------------------------------------------------------------------------------------------------------------- CITY OF COHOES WATER AND SEWER BILL REMITTANCE STUB INTEREST TABLE Due By: Total: Bill No: 0062964 October 31,2023 $2388.59 WATER DUE: $1163.68 November 30, 2023 $2434.52 SEWER DUE $1133.04 TOTAL DUE $2296.72 Cash [ ] Check[ ] TOTAL PAID: PROPERTY DESCRIPTION AND METER LOCATION SBL# 11.17-2-4.3 Meter Location*6DELAWAREAVE ��I�IIIIII��"I'I'�II�IIII"I�Illlr�lll�l�ll �l�ll-Ill'11'1'111-1 Property Class: 44103278 CITY TREASURER Meter Number: 001 CITY HALL Bank Number: 97 MOHAWK ST COHOES NY 12047-2897 View the City of Cohoes annual water quality report online now at https://www.ci.cohoes.ny.us/ArchiveCenterNiewFile/Item/158. 0 EP LAND SERVICES Water/Sewer Engineering Report Exhibit 3 — Pump Station Calculations and Pump Information July 2024 Page 11 City of Saratoga Springs Station Park Subdivision Existing Wastewater Pump Station and Forcemain Upgrades Project Name: Station Lane Average Daily Flow(gpm): 85 Pump Operational Point No. 1 (gpm@tdh): 293 gpm @ 193 TDH Pump Manufacturer: Flygt Model Number: NP 3171 SH3 Impeller Diameter: 195 mm Horse Power: 35 Voltage: 208 Force Main Diameter(in): 4" DIP existing Force Main Length(ft): 2,100 File Path: I:\Engineering Projects\Prime Companies\2022\2022-02-Saratoga Station\03-Admin\Reports\water and sewer\Pump station design(Flygt-6- 24-24).xlsx Design Pumping Flow Rate Peaking Factor Calculation Service Area Population= 3 in thousand Peak Factor= 18+�P 4+�P Calculated Peak Factor= 3.4 Design Peak Factor= 3.4 Determine Minimum Pump Rate Average Daily Flow= 121,905 GPD Peak Flow= 414,477 GPD Minimum Pumping Rate Required= 288 GPM Design Pumping Rate= 300 GPM Cycle Time & Wet Well Geometry (Required for Wet Well Sizing) Target Cycles Per Hour ADF = 85 gpm Pumping Rate = 300 gpm Time = 10.0 min. Cycles Per Hour= 6.0 Check Cycles Per Hour^: OK Check Cycles Per Hour: OK Determine Wet well Diameter Required Volume= 608 Gallons Pick Wet Well Diameter= 8.0 Ft Pick Wet Well Cycle= 2.00 Vert.Ft Volume in Cycle= 752 Gallons Vertical Datum Used: NAVD 88 Determine Wet Well Invert&Float Elevations Wet well Dia.= 8.0 Ft Top Elev= 324.60 Gnd Elev= 324.60 SS Invert In= F 309.00 Alarm= 305.10 Lag On= 304.60 Lead On= 304.10 Pumps Off= 302.10 Low Alarm= Bottom Invert Elev= 300.60 OK Force Main & Piping Design Force Main Data Design Pump Rate(gpm)= 300 Select Force Main Size(in)= 4 Velocity(fps)= 7.66 Meets Minimum Velocity Requirement? OK Meets Maximum Velocity Requirement? OK Line Length(ft)= 2,099 Account for Minor Losses= 5% per 100 if Forcemain Equiv Length(ft)= 2,204 Connection Point:I Gravity Sewer on Burgoyne Road Pump Station Piping Data Design Pump Rate(gpm)= 300 Pick Wet Well&Valve Vault Piping Size(in)= 4 Velocity(fps)= 7.66 Meets Minimum Velocity Requirement? OK>2 FPS Meets Maximum Velocity Requirement? OK<8 FPS Item Number of Fittings L/D Ratio Equivalent Length 45 bend 4 16 21.33 90 bend 2 16 10.67 22.5 bend 0 8 0.00 Branch Tee Flow 2 30 20.00 Gate valve 1 20 6.67 Plug Valve 0 17 0.00 Check Valve 1 40 13.33 Union 1 2 0.67 0.00 Equivalent Fitting Length(ft)= 73 Wet Well&Valve Vault Piping Length(ft)= 20 Total Equivalent Pump Station Pipe Length(ft)= 93 Pump Station and Fitting Equiv Length(ft)= 93 Pump Selection Existing Wet Well Data Existing Force Main Data Wet Well Piping Diameter(in)= 4 Force Main Diameter(in)= 4 Material=DIP Material=DIP Equivalent Wet Well Piping Length(ft)= 93 Equivalent Force Main Length(ft)= 2204 Hazen-Williams C Factor= 120 Hazen-Williams C Factor= 110 Hazen-Williams C Factor= 110 Static Head Pump General Design Requirments Connection Elevation= 322 linimum.Required Pump Rate(GPM)= 288 (High point) Design Pumping Rate(GPM)= 300 Elevation Out = 300 (Bottom of Wet Well) Friction Head Hazen-Willaims Equation f= 10.44 x L(ft)x Q185(gpm) C""x D(inches)4.47 Friction Head Friction Head in 4"DIP in in 4"DIP in Forcemain Wetwell/Force Wetwell/Force Velocity 4" Static main(ft.) main(ft.) DIP Pipes GPM Head(ft.) (C=120) (C=110) TDH(C=120) TDH(C=110) (fps) 100 22 20.011 23.506 42.01 45.51 2.55 150 22 42.368 49.768 64.37 71.77 3.83 250 22 109.009 128.047 131.01 150.05 6.39 293 22 146.210 171.746 168.21 193.75 7.48 300 22 1 152.738 179.413 1 174.74 201.41 7.66 315 22 167.165 196.361 189.17 218.36 8.05 325 22 177.115 208.049 199.12 230.05 8.30 350 22 203.141 238.620 225.14 260.62 8.94 Pump Manufacturer: Flygt Model Number:NP 3171 SH 3 Adaptive 275 Impeller Diameter: 195 mm Horsepower: 35 Hertz 60 Pump and Force Main System Curve Flygt 300 Submersible Pump Non-Clog Pump Constant Speed Performance Model 3171 SH3-275 250 °del 31 7 200 193 189 7 —*--Operation Point(C=120) LL —Pump Head (C=120) = 150 0 Pump Curve H Pump Head (C=110) 100 tOperation Point(C=110) 50 0 293 315 0 50 100 150 200 250 300 350 400 450 Flow (GPM) Station Operation Check Proposed Operational Point No.1 293 GPM @ 193 TDH Check Wet well Cycle Times Wet well Wet well Wet well Wet well Diameter Area Cycle Volume (feet) (gal/VF) (ft) (gal) 8.0 376 2.00 752 Fill= Wet well Volume = 8.9 minutes ADF Run= Wet well Volume = 3.6 minutes Pump Rate-ADF Total= 12.5 minutes Cycle Time= 4.8 Cycles/Hour Meets Minimum Cycle Time? OK Meets Maximum Cycle Time? OK N P 3171 SH 3- 275 Patented self cleaning semi-open channel impeller,ideal for pumping in waste water applications.Modularbased design with high IF YGT adaptation grade. a xylem brand Technical specification Curves according to: Water,pure Water,pure[100%],39.2°F,62.42 Ib/ft3,1.6891E-5 ft2 s Iftl- ea IJ 270 260 250 240 230 220 210 200 190 180 170 160 150 �- 140 130 6.7% 120 11C 100 90 80 70 195 rnm 60 50 40 30 20 10 0 0 100 200 300 400 500 600 700 800[US g.p.m.] Curve:I50 9906 Nominal(mean)data shown.Under-and over-performance from this data should be expected due to standard manufacturing tolerances. Configuration Please consult your local Flygt representative for performance guarantees. Motor number Installation type N3171.09525-18-2AA-W P-Semipermanent,Wet 35hp Impeller diameter Discharge diameter 195 mm 4 inch Pump information Material Impeller diameter Impeller 195 mm Hard-Iron' Discharge diameter 4 inch Inlet diameter 150 mm Maximum operating speed 3530 rpm Number of blades 2 Max.fluid temperature 40°C Project Xylect-20195937 Created by Ian Belczyk Block Created on 6/19/2024 Lastupdate 6/19/2024 Rogram-r.on Dar per:ion Us group(.) 74.0-5202024(Build 39) 6A 7202412:32 MS Xyl—USA-INT N P 3171 SH 3— 275 Technical specification FLYGT Motor-General a xylem brand Motor number Phases Rated speed Rated power N3171.095 25-18-2AA-W 3— 3530 rpm 35 hp 35hp ATEX approved Number of poles Rated current Stator variant FM 2 87 A 9 Frequency Rated voltage Insulation class Type of Duty 60 Hz 208 V H S1 Version code 095 Motor-Technical Power factor-1/1 Load Motor efficiency-1/1 Load Total moment of inertia Starts per hour max. 0.91 91.0% 1.72 lb ft2 30 Power factor-3/4Load Motor efficiency-3/4Load Starting current,direct starting 0.89 91.9% 675 A Power factor-1/2Load Motor efficiency-1/2Load Starting current,star-delta195 0.82 92.0% A Project Xylect-20195937 Created by Ian Belczyk Block Created on 6/19/2024 Last update 6/19/2024 RNram-rsbn Data varslon User gr-p(s) 74.0-5QOQ024(Wid 39) 6/17=412:32MM Xylem:U5 INT N P 3171 SH 3— 275 Performance curve IF Duty point a xylem brand Flow Head 319 US g.p.m. 187 ft Curves according to: Water,purXater,pure[100%],39.2°F,62.42 Ib/ft3,1.6891E-5 ft2/s IN Head 270 260 250 240 230 220 210 200 190 187 ft 180 170 160 150 140 130 62.7° 120 11c 100 9 80 7 275 195mm 6 50 40 3 20 10 0 [%] Overall Efficiency Efficiency 54 50 275 195mm 48.7 4 30 20 10 0 Power input P1 275195mm(P1) [hp. Shaft power P2 31.1 h 28 28 h 24 20 1 12 [ft NPSHR-values - - - -- - - 275195mm 5 4 4 3 3 NPSHR=32.809ft 2 20 15 13.9 ft 10 p 1 319 US . .m. p p Nominal(mean)data shown Under-annd over-performance from th s data should be a)petted due to standard m0anufactunug tolerances. es 750 800 850 900 [US g.p.m.] Please consult your local Flygt representative for performance guarantees. Curve:ISO 9906 Xylect-20195937 Ian Belczyk Created on 6/19/2024 Last update 6/19/2024 Ragrarn-rsbn Dab version Usergroup(e) 74.0-5QOQ024(auild 39) 6117QO2412:32MR Xylem:UM-INT N P 3171 SH 3- 275 Duty Analysis IF a xylem brand Cures according to: Water,pure[100%];39.2°F;62.42lb/ft3;1.6891E-5ft2/s MY Head 1 270 260 250 240 230 220 210 200 190 187 ft 180 170 160 150 140 130 62.700 120 110 100 90 80 70 5rnM 60 50 40 30 20 10 0 319 US g.p.m. 0 100 200 300 400 500 600 700 800 [US g.p.m.1 Nominal(mean)data shown.Under-and aver-performance from this data should be e)q ected due to standard manufacturing tolerances. Please consult your local Flygt representative for performance guarantees. Operating characteristics Pumps/ Flow Head Shaft power Flow Head Shaft power Hydr.eff. Spec.Energy NPSHre Systems US p.p.m. ft hp US q.p.m. ft hp kWh/US MG ft 1 319 187 28 319 187 28 54% 1210 13.9 Project Created by Ian Belczyk Block Xylect-20195937 Created on 6/19/2024 Last update 6/19/2024 Rogramversion Dab version Usergroup(s) 74.0-5QOQ024(auild 39) 6117QO2412:32MM Xyl—UM-INT N P 3171 SH 3— 275 VFD Curve FLYGT a xylem brand Curves according to: Water,pure,39.2°F,62.42 Ib/ft3,1.6891E-5 ft2/s If th Flead 270 260 250 240 230 220 210 200 190 180 170 160 150 140 0 130 120 62.7 110 100 90 ° 80 70 27519 mm 60 50 40 - 30 20 10 0 [o Overall Efficiency 50 Efficiency 40 40 27519 rrrn 30 20 10 [hp9 w 30-Shaft pow er P2 275 19 25 1-17 20 15 10 5 NPSHR valL es 275 195 mm [ft] 5 40 4 30 - 20 10 0 100 200 300 400 500 600 700 800 [US g.p.m.1 Nominal(mean)data shown.Under-and over-performance from this data should be expected due to standard manufacturing tolerances. Curve:ISO 9906 Please consult your local Flygt representative for performance guarantees. Project Xylect-20195937 Created by Ian Belczyk Block Created on 6/19/2024 Last update 6/19/2024 Rograraversion Dab version Userg—p(s) 74.0-5QOQ024 nbild 39) 6117QO2412:32MM Xyl—UM-INT N P 3171 SH 3- 275 VFD Analysis FLYGT a xylem brand Curves according to: Water,pure[100%];39.2°F;62.42lb/ft3;1.6891E-5ft2/s [ft] Head 1 270 260 250 240 230 220 210 200 — 190 187 ft 180 170 160 150 140 62.7°0 130 120 110 62.7 ° 100 90 �62. 80 62.7°0 275 195rnm 70 60 ° 50 40 40 30 20 10 0 319 US g.p.m. 0 100 200 300 400 500 600 700 800 [US g.p.m.1 Nominal(mean)data shown.Under-and over-performance from this data should be elected due to standard manufacturing tolerances. Please consult your local Rygt representative for performance guarantees. Operating Characteristics Pumps/ Frequency Flow Head Shaft power Flow Head Shaft power Hydr.eff. Specific energy NPSHre Systems _ US g.o.m. ft hp US g.p.m. ft hp kWh/US MG ft 1 60 Hz 319 187 28 319 187 28 54% 1210 13.9 1 55 Hz 269 162 21.2 269 162 21.2 52% 1060 11.9 1 50 Hz 214 139 15.5 214 139 15.5 48.6% 981 10 1 45 Hz 151 120 10.8 151 120 10.8 42.3% 984 8.4 Project Xylect-20195937 Created by Ian Belczyk Block Created on 6/19/2024 Last update 6/19/2024 RN,amversbn Dab version Usergroup(s) 74.0-5QOQ024(Wid 39) 6117QO2412:32MM Xylem:UM-INT N P 3171 SH 3- 275 VFD Analysis FLYGT a xylem brand Curves according to: Water,pure[100%];39.2°F;62.42lb/ft3;1.6891E-5ft2/s [ft] Head 1 270 260 250 240 230 220 210 200 — 190 187 ft 180 170 160 150 140 62.7°0 130 120 110 62.7 ° 100 90 �62. 80 62.7°0 275 195rnm 70 60 ° 50 40 40 30 20 10 0 319 US g.p.m. 0 100 200 300 400 500 600 700 800 [US g.p.m.1 Nominal(mean)data shown.Under-and over-performance from this data should be elected due to standard manufacturing tolerances. Please consult your local Rygt representative for performance guarantees. Operating Characteristics Pumps/ Frequency Flow Head Shaft power Flow Head Shaft power Hydr.eff. Specific energy NPSHre Systems _ US g.o.m. ft hp US g.p.m. ft hp kWh/US MG ft 1 40 Hz 72.1 104 7.13 72.1 104 7.13 26.7% 1410 7.1 Project Xylect-20195937 Created by Ian Belczyk Block Created on 6/19/2024 Last update 6/19/2024 RNram-rsbn Dab version U—g—p(s) 74.0-5QOQ024(Wid 39) 6117QO2412:32MM Xyl—UM-INT 411 Ref. Line **3016/3216 �00 I �1 M62 I **2216/241s **38/5156 183 416 I 2"/3" Guide bars II I ' I ' I � g13 16 I II 04" I ' I I rola0 0 I � I Ihl� —IN UC � I � � - I U a **211133/7 2" Guide bars for new installation. 41 3" Guide bars for retrofits. 0 + ** Dimension for 2"/3" guide bars. 1*i100 * Only applicable for intermittent duty. fConsult the IOM for more info 913 0111 (4x) Weight Pump Disch Ibs 765 95 Discharge 04" outlet Scale Date VIEW Z — Z NP,FP 131711 SH Pumi 04" 1: 25 220321 �0 Pump Drawing number Revision 091,095,181,185,350,390,660,670 inlet Suction inlet 6926800 9 0 EP LAND SERVICES Water/Sewer Engineering Report Exhibit 4 — Existing Pump Station Information July 2024 Page 12 C1 ' , p -It Ir The LA GROUP ` i• i f•. - " s •t r PUMP STATION GENERAL NOTES Landscape Architecture&Engineering P.C. '•* �*' 1 . 4 1. EXISTING CONDITIONS INFORMATION SHOWN ON THIS PLAN IS DERIVED FROM VARIOUS People.Purpose.Place. w r-- ✓[ -- CHURCH ST ;4 �' SOURCES AND NOT A CURRENT FIELD SURVEY.CONTRACTOR MUST FIELD VERIFY r 1;'a �'•7A r L t ! - } R EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS FOR THE INSTALLATION. 40 Long Alley p:518-587-8100 Saratoga Springs 518-587-0180 r 2. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE FOR I�IY 12866 www.thelagroup.com •' ; j ♦r vx�i r • £ �fd}' �► !"1 INFORMATION ONLY,AND MUST BE VERIFIED.ALL UTILITIES MAY NOT BE SHOWN.THE e '•_- / �S. � CONTRACTOR SHALL CONTACT DIG SAFELY NEW YORK(1-800-962-7962)AND THE PROPER PROJECT Y k �, . r LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO .r �! �� '. w CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.ANY Unauthorized alteration or addition to this • rr SITE ' �-` COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER document is a violation of Section 7209 of the � � °■. .� ..�1 .r r r. ` � F EXISTING DOUBLE LEAF •�► ,• AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. New York State Education Law. • { r f r �_'r ..� HINGED ALUMINUM ACCESS INSTALL NEW 4" EXISTING MANHOLE FRAME& t -; 3. EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH UTILITY WORKAS 8'-0"I.D. CHECK VALVE COVER TO REMAIN " `�' .' ' LAN 'r. f �' ti HATCH TO REMAIN a STATION r1 - _ s`:. t � - REQUIRED BY THESE DRAWINGS. (TYP.) ©the LA Group 2017 r J INSTALL NEW 4"GATE VALVE (TYP.) ' t �- L 4. ALL STATION COMPONENTS SHALL BE IN ACCORDANCE WITH THE CITY OF SARATOGA EXISTING 4" D.I.P. t (� } '��• " i *°ter'•+ SPRINGS REQUIREMENTS. DRAIN PIPE TO REMAIN P a; 16 Prepared for. 5. A COMPLETE SHOP DRAWING SUBMITTAL SHALL BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO THE RELEASE OF THE STATION FOR FABRICATION. VENT PIPE \ Ve C i n O Group, U � . p/ 6. THE STATION INSTALLER SHALL DEMONSTRATE TO THE CITY'S SATISFACTION tr o, .r - tti ¢�,-4' C • 4 SUCCESSFUL OPERATION OF THE STATION AND ALL RELATED COMPONENTS. 0 New York L LC 7. EXISTING STANDBY GENERATOR AND AUTOMATIC TRANSFER SWITCH TO REMAIN. 0 305 W Commercial r • •i' ' ,...._ :- .4' • 8. SPARE WIRES TO BE PULLED FROM ALL COMPONENTS REQUIRING ELECTRICAL POWER. e. �►� Springfield, MO 65803 9. CONTACT INFORMATION FOR PUMP EQUIPMENT IS MIKE HOYT,XYLEM,INC.,(518)417-9270, L17 ON ST ` , MIKE.HOYT@XYLEMINC.COM WASHNGT GROUT CIRCLE 18 INSTALL NEW 4 x 4 x 4 FLANGED TEE y R -■ ' 10. FLOWS MUST BE MAINTAINED THROUGHOUT THE INSTALLATION USING APPROVED 9-) T 0" 8r ""- 1 •*+'` METHODS OF BY-PASS PUMPING.NO INTERRUPTION OF FLOWS IS ALLOWED WITHOUT �° -Z 22 -a NEW 90° BEND (TYP.) APPROVAL FROM THE CITY. LOCATION MAP 1 SGALE: NTS 12" PVC INLET TO REMAIN PLAN PUMP STATION KEY NOTES: OINSTALL NEW JUNCTION BOX OCOPOLYMER POLYPROPYLENE PLASTIC STEPS @ 12"O/C TO REMAIN OEXISTING BUTYL ROPE IN SHIPLAP JOINTS,TYP. /- 4O. EXISTING 12"PVC SDR-26 INLET PIPE INV.ELEV.=309.0 R . 0. W. O HIGH WATER LEVEL ALARM"ON"LEVEL ELEV.=305.10 EXISTING PANEL BOARD TO REMAIN 0 LAG PUMP"ON"LEVEL ELEV.=304.60 PUMP CHAMBER O LEAD PUMP"ON"LEVEL ELEV.=304.10 ALARM LIGHT(VISIBLE LOCATION) VALVE VAULT O PUMP"OFF"LEVEL ELEV.=302.10 INSTALL NEW DUPLEX CONTROL PANEL, LIGHT,AND CONTROL P A N E E ALARM, LOCATED IN VISIBLE LOCATION ON INDIVIDUAL O INSTALL NEW FLOAT SWITCHES,TYP. CIRCUIT. PANEL SHALL HAVE A 304 STAINLESS STEEL W/R 0 0 E 10. DOUBLE LEAF HINGED ALUMINUM ACCESS HATCH TO REMAIN ENCLOSURE, NEMA 4X,AND SINGLE DOOR WALL MOUNT. 0PRECAST CONCRETE FLAT TRAFFIC RATED TOP TO REMAIN PROVIDE A TAMPER RESISTANT LOCK. LD 12. INSTALL NEW GUIDE RAILS-2"SCH 40 STAINLESS STEEL PIPE,2 PER PUMP EXISTING CONDUIT AND VENT GAS METER � (INTERMEDIATE BRACES REQUIRED) FITTINGS TO REMAIN �M 0 13. PRECAST CONCRETE RISER SECTIONS TO REMAIN 0EXISTING ASPHALT BITUMASTIC COATING FM FM CONC. PAD GENERATOR 15. EXISTING FLEXIBLE CONNECTOR,TYP. 10 0 5'o" 21 T T T 16. 4"DIA.D.I.P.SANITARY FORCE MAIN TO REMAIN 23 GAS __GAS ---GAS- G-A�---hoc - �-------- T ---- T ---- T ---- T RIM -324.60' S- GAS GAS GAS GAS GAS GA' -- T T T 17. 4"FLOOR DRAIN TO REMAIN d a T a d 00 d a U a d a ° d 18. EXISTING 4"M.J.R.W.VALVE AND VALVE BOX TO REMAIN 11 N GAS MARKER 12 19. EXISTING PRECAST CONCRETE INTEGRAL WALL AND BASE SECTIONS TO REMAIN O 7'-0"I.D. 1 ° d 8"PVC 20. FURNISH AND INSTALL NEW SUBMERSIBLE WASTEWATER PUMPS-FLYGT MODEL 13 a -► 12"PVC NP-3127.060,3 PHASE,230VAC,60 HZ,CAPABLE OF DELIVERING 175 GPM @ 1 00'TDH, SAN SAN SAN SAN SAN SAN SAN INCLUDING A FLYGT FLUSH VALVE. 2 14 M H 21. EXISTING 24"FRAME AND COVER TO REMAIN 3 8'0"I.D. 4" D.I.P. Project Tit/e: 22. REMOVE AND REPLACE 4"D.I.P.DISCHARGE PIPES 15 6" TE. 324. 35 23. %6'316SS LIFTING CHAIN 16 TYP. I n t ra d a STATION = 310. g ± LANE 1 309 . 5� PIPE Saratoga Springs PUMP STATION POWER AND CONTROL NOTES UPPORTS, 1. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A NYS LICENSED ELECTRICIAN 4" D.I.P.TO REMAIN ACCORDING TO THE NATIONAL ELECTRICAL CODE AND THE NYS BUILDING CODE. ° d 17 d 2. THREE PHASE ELECTRICAL POWER WILL BE PROVIDED BY NATIONAL GRID. CONTRACTOR IS RESPONSIBLE FOR CONNECTING ALL WIRING BETWEEN THE PUMP 18 STATION AND THE POWER SUPPLY. THE STATION ELECTRICAL SERVICE WILL BE SIZED BY THE ENERGY PROVIDER. THE PUMP SUPPLIER WILL COORDINATE THE ° ELECTRICAL REQUIREMENTS. 4 O 22 3. RIGID CONDUIT BETWEEN THE PUMP STATION AND THE POWER SUPPLY IS EXISTING. 19 4. PROVIDE A DUPLEX PUMP CONTROL PANEL WITH VARIABLE FREQUENCY DRIVE(VFD) 5 v CONTROLS HOUSED IN A NEMA 4X RATED ENCLOSURE MOUNTED ON THE EXISTING PANEL BOARD. O 5. THE CONTROL PANEL SHALL PROVIDE SAFE AND RELIABLE OPERATION OF THE PUMPING STATION AND SHALL PROVIDE,BUT IS NOT LIMITED TO THE FOLLOWING 7 a FUNCTIONS: jyl PIPE SUPPORT(TYP.) 8 d 5.A. CONTROL THE STARTING,STOPPING AND ALTERNATION OF THE PUMPS. 5.B. MONITOR THE PUMPS TO VERIFY THAT THERE IS NO LEAKAGE OR EXCESSIVE 9 LEGEND :�� TEMPERATURE IN THE MOTOR WINDINGS. INSIDE BOTTOM a a 5.C. THE PANEL SHALL BE EQUIPPED WITH LED TYPE LIGHTS INDICATING THE ELEV. =300.60 a' `° OPERATIONAL FUNCTIONS AND THE ALARM STATUS. FM SANITARY FORCE MAIN Project No.: 2017002 5.D. PROVIDE AN ANNUNCIATOR PANEL TO DISPLAY THE STATION OPERATION AND SAN SANITARY SEWER LINE ANY ACTIVE ALARMS. 20 Design: DPD Drawn: HSM Ch'k'd: DPD 5.E. THE CONTROL PANEL SHALL OPERATE THE PUMPS WITH FLOAT SWITCHES. SAN EXISTING SANITARY SEWER LINE FLOATS TO TURN PUMPS ON AND OFF AT PRESET LEVELS,TO ACTIVATE AN Date: 03/14/19 Scale: NTS ALARM SIGNAL AND TO ALTERNATE AFTER EACH PUMPING CYCLE. W EXISTING WATER LINE SECTION 5.F. THE LEVEL FLOATS SHALL BE MERCURY AND LEAD FREE,COMPATIBLE WITH THE Rev: Description: Date: GAS EXISTING GAS LINE LATEST ENVIRONMENTAL LAWS. EXISTING ELECTRIC/TELEPHONE LINE 5.G. THE FLOATS SHALL BE MOUNTED ON A STAINLESS STEEL GUIDE RAIL AND EACH T FLOAT SHALL BE SUPPLIED WITH AN ADJUSTABLE VERTICAL SUPPORT. 10 5 0 2 4 6 810 SITE PLAN Scale: 1"= 10' PUMP STATION UPGRADES 2 3 SCALE: NTS Drawing Title WORK DESCRIPTION: Station Lane 1. SET-UP AND INITIATE BY-PASS PUMPING OPERATION. Pump Station 2. DEMOLISH AND REMOVE PUMP STATION EQUIPMENT INCLUDING PUMPS, GUIDE RAILS, DISCHARGE PIPING, FLOAT SWITCHES, LIFTING CHAINS, CABLES, JUNCTION BOXES, ELECTRICAL CONROL PANEL, SIGNAL WIRES, POWER CABLES, CHECK VALVES AND GATE VALVES. Upgrades 3. THOROUGHLY CLEAN INTERIOR OF PUMP CHAMBER AND VALVE VAULT, INSPECT INTERIOR SURFACES AND PATCH/REPAIR ANY DAMAGE OBSERVED. 4. FURNISH AND INSTALL NEW COMPONENTS AS SHOWN. 5. PERFORM TESTING AND START-UP SERVICES. 6. REMOVE BY-PASS. Drawing No. L-0 1 B.5 m FED.ROAD CONTRACT NO. SHEET TOTAL [Sff NOTE ]6) REG.NO. STATE NO. SHEETS 2.03 m 1 N.Y. D258343 182 192 100 mm CHECK VALVE WEST AVENUE,COUNTY ROAD N0.111 100 mm GATE VALVE __ HEAVY DUTY SINGLE LEAF ALUMINUM CITY OF SARATOGA SPRINGS _ DOOR WITH ACCESSORIES INCLUDING CONCRETE SLAB SARATOGA COUNTY 100 mm DIP i LOCKING, BiLCO TYPE J OR EQUIV. ITEM 608.0101 M I H2O LOADING. TO BE INCLUDED IN COST i j /r I BID FOR PUMP STATION, ITEM 01634.8210 M. P.I.N. 1802.27 �- Q PUMP STATION NOTES E E N 3 OOIt _ _ _ _ _ _ _ __ _ _ _ _ _ J _•_ _ _ �� _ N 1. ALL WORK SHOWN KITH THE EXCEPTION OF SPECIFIC ITEMS CALLED OUT SHALL BE INCLUDED IN THE COST in I J _ BID FOR ITEM 01634.8210 M. 1 2. AN ELAPSED TIME METER SHALL BE PROVIDED FOR EACH PUMP. D 3. CONTROL CIRCUITRY SHALL ALTERNATE PUMPS. PROVIDE FOR A LEAD-LAG PUMPING SEQUENCE, AND 1.0 m PROVIDE A DELAY TO PREVENT SIMULTANEOUS STARTING OF PUMPS. SEE i NOTE 14 4.THE ALARM SYSTEM SHALL HAVE SENSORS AND N.O. CONTACTS FOR: LADDER - A. HIGH WETWELL ! (SEE DETAIL THIS PAGE) B. PUMP •1 FAILURE C. PUMP •2 FAILURE 4" GATE VALVE ! 1.SEE LINK SEAL D. DRY WELL FLOODING (OPEN RIGHT) i EDGE OF SIDEWALK NOTE 14 j OR EQUIV. (TYPJ 5. ELECTRICAL DETAILS SHALL BE PROVIDED BY THE SUPPLIER AND SHALL BE APPROVED IN WRITING BY THE ENGINEER. ALL ELECTRICAL WORK SHALL CONFORM TO STATE AND LOCAL REQUIREMENTS. THE COST ! 30D mm INFLUENT PIPE 1.0 m OF THE ELECTRICAL CONNECTION SHALL BE INCLUDED IN THE PRICE BID FOR ITEM 01634.82102 M. I i INVERT = 95.095 ALARM LIGHT 6. GENERAL PLW STATION SPECIFICATIONS: I i 300 mm GATE VALVE A. PUMPING RATE: 833 LPM (EACH PUMP) CONTROL BOX ! B. T.D.H. 4.9 m (,SEE SPECIFICATIONS FOR DETAILS) C. IMPELLER: SHOULD BE ABLE TO PASS A MINIMUM 75 mm SOLID ! UPPER GUIDE D. PUMP: 2.2 kW GHP). 3 PHASE, 60 HERTZ, 460 VOLTS. 100 mm VENT PIPE ! 7. THE ENGINEER MUST APPROVE THE SHOP DRAWINGS IN WRITING PRIOR TO ORDERING OF PUMP STATION. I BAR BRACKET 45O mm CAST IRON MANHOLE COVER AND FRAME VALVE COVER FLUSH WITH WITH SCREEN I CABLE 1.0 m 8. THE ELECTRICAL EQUIPMENT SHALL COMPLY WITH 42.35, 44.31, 44.32, 1444.33 OF THE TEN STATE STANDARDS. z ITEM 655.01 M CAMPBELL 1003 OR EQUAL CONCRETE SIDEWALK I HOLDER •DO mm 9. PUMPS SHALL BE EXPLOSION PROOF. [FRAME TO BE SET PARALLEL TO CROSS I ACCESS 10. ALL VENTS AND HATCHES SHALL BE SEALED WATER TIGHT WITH SEALANT. AND LONGITUDINAL SLOPE OF PAVEMENT COVER 11. CONTRACTOR TO CONSULT PIPE AND EQUIPMENT MANUFACTURERS FOR PROPER INSTALLATION. AND FLUSH TO 6 mm BELOW F.G. F ri GROUND ELEV. 98.944 12. ALL PIPE OPENINGS THROUGH PUMP STATION, AND VALVE VAULT WALLS SHALL BE LINK SEAL JOINTS. i 13. ALL PIPE FITTINGS WITHIN THE PUMP STATION AND VALVE VAULT SHALL BE FLANGED JOINT AND ALL EXTERIOR " PIPING SHALL BE MECHANICAL JOINT. 14. ALL PIPING AND VALVES FROM 1.0 m PRIOR TO PUMP STATION TO 1.0 m OUTSIDE OF PUMP VAULT SHALL BE ! 1.5 M v I 0.3 M 1NCUDED IN THE COST BID FOR THE PUMP STATION ITEM 01634.8210 M. 4 ! I 15. POWER TO THE PLW STATION SHALL BE SUPPLIED BY NIAGARA MOHAWK. THE CONTRACTOR IS RESPONSIBLE i FOR CONNECTING ALL REQUIRED WIRING FOR THE PUMP STATION TO THAT SUPPLIED BY NIAGARA MOHAWK. DISCHARGE I ITEM 608.0101 M THE COST OF THIS SHALL BE INCLUDED IN THE PRICE BID FOR THE PUMP STATION, ITEM 01634.8210 M. ELEV. 98.07 ! ELECTRICAL POKER CABLE ITEM: 304.11 M 16. OVERALL WIDTH OF CONCRETE PAD IS BASED ON A 1.0 m WIDTH FOR THE CONTROL BOX. ACTUAL SIZE SHOULD BE ADJUSTED BASED ON THE WIDTH OF ACTUAL CONTROL BOX PROVIDED. r-- 100mm DIP 100 mm DIP i p• 600 mm a' I TYP, 600 mm I DO mm DIP ELEV. I 300 mm INFLUENT PIPE A•,'vd.' o .•v v `• RAIN 97.25 j INVERT = 95.095 ! 300 mm T v• 0.6 m 100 mm '•p GATE VALVE > 13 v' LIQUID LEVEL SENSOR r I (4x DUPLEX) VALVE VAULT ' HIGH WATER ALARM 94.645 12 ttT� CRUSHED STONE s 1 v I ITEM 623.12 M ! LAG PUMP ON 94.495 1. CCB CONTROL CIRCUIT BREAKER 2. MBI MOTOR BREAKER 1 e: LEAD PUMP ON 94,345 4 5 3. MB3 MOTOR BREAKER 2 50mm GUIDE BAR, GALVANIZED Q O 4. RL1 PUMPI RUN BALL CHECK VALVE ) (SCHEDULE 40 PIPE) 6 7 5. RL2 PUMP 2 RUN I 2 REQUIRED PER PUMP 6. ETMI ELASPE TIME METER 1 ALL DIMENSIONS ARE IN mm UNLESSn OTHERWISE NOTED STD. CLASS 125 MIN LIQUID LEVEL MUST NOT! ' T. ETM2 ELASPE TIME MENTER 2 AS BLALTREVSIONS C.I. FLANGE j 4 e e 1 2 3 B. HOA1 HANDS OFF AUTO 1 NOM. SIZE a i PLSBOE�ON9304 OF VOLUTE o 9. HOA2 HANDS OFF AUTO 2 i F p ^8 9 0 ® O 10. ALARM TEST GROUT 60° (TYPJ DUPLEX PUMPS (SEE NOTES THIS PAGE) �J15 11. ASB ALARM SILENCE 10 12 AH ALARM HORN - u 13. AL ALARM LIGHT SIGNATURE DATE �• BASE ELEVATION 93.295 li •'Nk, 4 a •��;. 11 UTILITY PLAN La PUMP STATION 20mm ANCHOR BOLT [SOmm PROJECTI0H) THE 1.8 m GU T ER ODOR HAZ BEEN REMOVED FOR CLARITY SEAR-BROWN STATE OF NEW YORK GROUP DEPA TMENT OF TRANSPORThTION PUFdP GT(AT}11U C'13ILI! L 3Qx su.sraa -�Na �nw 75. REGION DATE f7P4h,YG N0. N.T r !.qz,tud 1 71/95 iff-24 0 EP LAND SERVICES Water/Sewer Engineering Report Exhibit 5 — Pump Station Generator July 2024 Page 13 Power 4:0 Generation Recommended Generator Report- C80 N6 Project- Saratoga Station Comments - Project Requirements Frequency,Hz 60.0 Generators Running in Parallel 1 Duty Standby Site Altitude,ft(m) 361(110) Voltage 277/480,Series Wye Site Temperature,°C 25 Phase 3 Max.Altr Temp Rise,°C 125 Fuel NaturalGas Project Voltage Distortion Limit,% 10 Emissions EPA,stationary emergency application Calculated Individual Generator Set Load Running and Peak Requirements Running kW 58.0 Max.Step kW 29.0 In Step 1 Cumulative Step kW 58.0 Running kVA 64.5 Max.Step kVA 32.2 In Step 1 Cumulative Step kVA 64.5 Running PF 0.9 Peak kW None Cumulative Peak kW None Running NLL kVA 64.5 Peak kVA None Cumulative Peak kVA None Alternator kW 116.04 Pct Rated Capacity 72.5 Generator Set Configuration Alternator UC3E Engine QSJ5.9G-G3 BCode BB88 Fuel NaturalGas Excitation PMG Displacement,cu in.(Litre) 359.0(5.9) Voltage Range 220/127V Cylinders 6 Number of Leads 12 Altitude Knee,ft(m) 6000(1829) Reconnectable No Altitude Slope,%per 1000ft(304.8m) 4 Full Single Phase Output No Temperature Knee,°F(°C) 104(40) Increased Motor Starting No Temperature Slope,%per 18°F(10.0°C) 2 Extended Stack No Emissions EPA NSPS Part 60 Cooling Package Set Performance Load Requirements Running At 72.5%Rated Capacity Max.Step Voltage Dip,% 11 Max.Allowed Step Voltage Dip 35 In Step 1 Max.Step Frequency Dip,% 6 Max.Allowed Step Frequency Dip 10 In Step 1 Peak Voltage Dip,% Peak Voltage Dip Limit% 35.0 Peak Frequency Dip,% Peak Frequency Dip Limit% 10 Site Rated Standby kW/kVA 80/100 Running kW 58.0 Running kVA 64.5 Site Rated Max.SkW 105 Effective Step kW 56.6 Max.SkVA 497 Effective Step kVA 64.5 Temp Rise at Full Load,°C 120 Percent Non-Linear Load 100.0 Voltage Distortion 10.0 Voltage Distortion Limit 10 Site Rated Max Step kW Limit Max Step kW *Note:Higher temperature rise at full rated load. *Note:All generator set power derates are based on open generator sets. Note:GenSize output for lean burn natural gas generator sets is based on tests using natural gas with LHV of 33.44 mJ/Nm3(905 BTU/ft3).and coolant return temperatures within the stated data sheet limits.For operation on gas with lower heating values or with MI lower than stated Data Sheet limit or coolant return temperatures greater than Data Sheet limits,consult application engineering. Recommended Generator Report 09-Jul-2024 Page 1 Power 4:0 Generation Loads Summary Report Project- Saratoga Station Comments - Project Requirements Frequency,Hz 60.0 Generators Running in Parallel 1 Duty Standby Site Altitude,ft(m) 361(110) Voltage 277/480,Series Wye Site Temperature,°C 25 Phase 3 Max.Altr Temp Rise,°C 125 Fuel NaturalGas Project Voltage Distortion Limit,% 10 Emissions EPA,stationary emergency application Loads Summary List `Note: Detailed Loads and Step Report available below Ru ing Starting Peak Dip Limits,% VTHD% Step No. Load Name Quantity kW kVA kW kVA kW kVA Vdip I Fdip Limit Ste 01 Motor Load 1 1 29.01 32.23 29.01 32.23 None None 35.0 10.0 10.0 Step Summary 29.0 32.0 29.0 32.0 None None 35.0 10.0 10.0 Step02 Motor Load 2 1 29.01 32.23 29.01 32.23 None None 35.0 10.0 10.0 Step Summary 29.0 132.0 29.0 132.0 None 1 None 35.0 110.0 10.0 Ru ing Max Starting Cumulative Step Cumulative Peak Project VTHD% Project Summary kW kVA kW kVA kW kVA kW kVA Limit 58.0 64.5 29.0 32.2 58.0 64.5 0.0 0.0 10.0 *Note:Detailed Loads and Step Report available below Loads and Steps Detail Report 09-Jul-2024 Page 1 Power 4:0 Generation Loads and Steps Detail Report Project- Saratoga Station Comments - . - Frequency,Hz 60.0 Generators Running in Parallel 1 Duty Standby Site Altitude,ft(m) 361(110) Voltage 277/480,Series Wye Site Temperature,°C 25 Phase 3 Max.Altr Temp Rise,°C 125 Fuel NaturalGas Project Voltage Distortion Limit,% 10 Emissions EPA,stationary emergency application Calculated Individual Generator Set Load Running and Peak Requirements Running kW 58.0 Max.Step kW 29.0 In Step 1 Cumulative Step kW 58.0 Running kVA 64.5 Max.Step kVA 32.2 In Step 1 Cumulative Step kVA 64.5 Running PF 0.9 Peak kW None Cumulative Peak kW None Running NLL kVA 64.5 Peak kVA None Cumulative Peak kVA None Alternator kW 116.04 ' Calculated Individual Generator Set Step Load Requirements Running kW 29.0 Starting kW 29.0 Cumulative Step kW 29.0 Running kVA 32.0 Starting kVA 32.0 Cumulative Step kVA 32.0 Running Amps 39.0 Starting Non-linear kVA 32.0 Running Non-linear kVA 32.0 Alternator kW 58.02 Voltage Distortion Limit for 10 step Motor Load 1 Three Phase Quantity 1 In this Step Category Motor Running kW 29.01 Starting kW 29.01 Peak kW None Running kVA 32.23 Starting kVA 32.23 Peak kVA None Running PF 0.9 Starting PF 0.9 Cyclic No Running Amps 38.81 Max.%Voltage Dip 35.0 Max.%Frequency Dip 10.0 Running NLL kVA 32.23 Starting NLL kVA 32.23 Voltage 480 Alternator kW 58.02 Shaft Hp 35.0 Type Variable Frequency Drive Shaft kW 26.11 Ramp Details None Rectifier Type 6 pulse THDI% 26 Efficiency(%) 0.9 THDV% 10 Loads and Steps Detail Report 09-Jul-2024 Page 2 Load Factor 100.0 Calculated Individual Generator Set Step Load Requirements Running kW 29.0 Starting kW 29.0 Cumulative Step kW 58.0 Running kVA 32.0 Starting kVA 32.0 Cumulative Step kVA 64.0 Running Amps 39.0 Starting Non-linear kVA 32.0 Running Non-linear kVA 32.0 Alternator kW 58.02 Voltage Distortion Limit for 10 step Motor Load 2 Three Phase Quantity 1 In this Step Category Motor Running kW 29.01 Starting kW 29.01 Peak kW None Running kVA 32.23 Starting kVA 32.23 Peak kVA None Running PF 0.9 Starting PF 0.9 Cyclic No Running Amps 38.81 Max.%Voltage Dip 35.0 Max.%Frequency Dip 10.0 Running NLL kVA 32.23 Starting NLL kVA 32.23 Voltage 480 Alternator kW 58.02 Shaft Hp 35.0 Type Variable Frequency Drive Shaft kW 26.11 Ramp Details None Rectifier Type 6 pulse THDI% 26 Efficiency(%) 0.9 THDV% 10 Load Factor 100.0 Loads and Steps Detail Report 09-Jul-2024 Page 3 Power 4:0 Generation Steps and Dips Details Report Project- Saratoga Station Project Requirements Frequency,Hz 60.0 Generators Running in Parallel 1 Duty Standby Site Altitude,ft(m) 361(110) Voltage 277/480,Series Wye Site Temperature,°C 25 Phase 3 Max.Altr Temp Rise,°C 125 Fuel NaturalGas Project Voltage Distortion Limit,% 10 Emissions EPA,stationary emergency application Calculated Individual Generator Set Load Running and Peak Requirements Running kW 58.0 Max.Step kW 29.0 In Step 1 Cumulative Step kW 58.0 Running kVA 64.5 Max.Step kVA 32.2 In Step 1 Cumulative Step kVA 64.5 Running PF 0.9 Peak kW None Cumulative Peak kW None Running NLL kVA 64.5 Peak kVA None Cumulative Peak kVA None Alternator kW 116.04 Generator Set Configuration Model C80 N6 Alternator UC3E Engine Model QSJ5.9G-G3 Excitation PMG Fuel NaturalGas Step Level Dips Summary Voltage Dip Expected Voltage I Freq ency txpected I Frequency Limit(%) Step Voltage Recovery Time Di D . Time 1 35 11 2.0 10 6 1.3 2 35 11 2.0 10 6 1.3 Note:Please refer to the model Spec.sheet for bandwidths used to report recovery times.For products manufactured in the United Kingdom it may be assumed that recovery times are based on IS08528-5 G2 class bandwidths.Voltage and frequency recovery times are estimates.Typically,allow five to ten seconds between application of load steps when designing your system. **Please note that in some cases the voltage and frequency recovery time estimates are not shown in list.This is a result of"dummy" data points temporarily being used to fill data gaps in the GenSize database.Please disregard these blank results. Steps and Dips Detail Report 09-Jul-2024 Page 1 Value 0.0 2.5 5.0 7.5 10.0 12.5 15.0 17.5 20.0 22.5 25.0 27.5 30.0 32.5 35.0 a Step 1 11.0: T aU) Step 2 11.0 VDip Actual VDip Limit Value 0 1 2 3 4 5 6 7 8 9 1 0 Step 1 6.0 T m Step 2 6.0 FDip Actual FDip Limit Steps and Dips Detail Report 09-Jul-2024 Page 2 Generator set data sheet C. Model: C80 N6 Frequency: 60 Hz Fuel type: Natural gas/propane kW rating: 80 natural gas Standby 80 propane Standby Emissions level: EPA Emissions Natural gas Propane Standby Standby Fuel consumption kW(kVA) kW(kVA) Ratings 80 (100) 80(100) Load 1/4 1/2 3/4 Full 1/4 1/2 3/4 Full scfh 455.3 678.7 877.0 1083.5 181.9 263.0 339.8 420.8 m3/hr 12.9 19.2 24.8 30.7 5.2 7.5 9.6 11.9 Natural gas Propane Engine Standby rating Standby rating Engine model QSJ5.9G-G3 Configuration Cast iron, in-line 6 cylinder Aspiration Turbocharged and after-cooled Gross engine power output, kWm(bhp) 121.3(162.7) Bore, mm (in.) 102.1 (4.02) Stroke, mm (in.) 119.9 (4.72) Rated speed, rpm 1800 Compression ratio 8.5:1 Lube oil capacity, L(qt) 14.2(15) Overspeed limit, rpm 2250 Fuel supply pressure Minimum operating pressure, kPa(in H2O) 1.5(6.0) Maximum operating pressure, kPa (in H2O) 3.2(13.0) Natural gas Propane Air Standby rating Standby rating Combustion air, m3/min (scfm) 7.6(268.1) 7.6(269.1) Maximum normal duty air cleaner restriction, kPa(in H2O) 0.4(1.5) 0.4(1.5) Maximum heavy duty air cleaner restriction, kPa(in H2O) 3.7(15) 3.7(15) Our energy worldng for you., power.Cummins.corn ©2017 Cummins Inc. I NAD-6097-EN(10/17) Natural gas Propane Exhaust Standby rating Standby rating Exhaust flow at rated load, m3/min (cfm) 23.0(810.8) 21.2 (750.2) Exhaust temperature, °C(T) 633.9(1173.1) 644.0 (1191.2) Exhaust maximum back pressure, kPa (in H2O) 7 (28.1) 7 (28.1) Standard set-mounted radiator cooling' Ambient design, °C (T) 50(122) Fan load, kW(HP) 9(12) Coolant capacity(with radiator), L(US gal) 16(4.2) Cooling system air flow, m3/min (scfm) 218.0 (7700) Maximum cooling air flow static restriction, kPa (in H2O) 0.12 (0.5) Weights2 Unit dry weight kgs(Ibs) 1216(2680) Unit wet weight kgs(Ibs) 1255(2766) Notes: 1 For non-standard remote installations contact your local Cummins representative. 2 Weights represent a set with standard features. See outline drawing for weights of other configurations. Alternator data Natural gas/propane Full single single phase phase output, Standard alternators table Natural gas/propane three phase table reconnectable Maximum temperature 120°C 120°C 120°C 120°C 120°C 120°C 120°C rise above 40°C ambient Feature code BB90-2 B986-2 B946-2 B943-2 B952-2 BB86-2 BB88-2 Alternator data sheet ADS-206 ADS-205 ADS-205 ADS-205 ADS-205 ADS-206 ADS-208 number Voltage ranges 120/240 120/240 120/208 277/480 347/600 127/220 120-480 Voltage feature code R104-2 R106-2 R098-2 R002-2 R114-2 R020-2 Varies by voltage Surge kW 96.9 103.4 103.4 103.2 103.2 103.2 Varies by voltage Motor starting Shunt 313 260 260 260 260 313 422 kVA(at 90% PMG 368 306 306 306 306 368 497 sustained voltage) Full load current amps 333 241 278 120 92 262 Varies by at Standby rating voltage Our energy working for you." power.Cummins.com ©2017 Cummins Inc. I NAD-6097-EN(10/17) Alternator data (continued) Natural Optional alternators gas/propane Full single for improved starting single phase phase output, capability table Natural gas/propane three phase table reconnectable Maximum temperature 105°C 105°C 105°C 105°C 105°C 105°C 105°C rise above 40°C ambient Feature code BB91-2 BB94-2 BB93-2 BB95-2 BB92-2 BB85-2 BB87-2 Alternator data sheet ADS-207 ADS-206 ADS-206 ADS-206 ADS-206 ADS-206 ADS-208 number Voltage ranges 120/240 120/240 120/208 277/480 347/600 127/220 120-480 Voltage feature code R104-2 R106-2 R098-2 R002-2 R114-2 R020-2 Varies by voltage Surge kW 97.7 102.8 102.8 103.6 103.6 103.6 Varies by voltage Motor starting Shunt 360 313 313 313 313 313 422 kVA(at 90% PMG 423 368 368 368 368 368 497 sustained voltage) Full load current amps 333 241 278 120 92 262 Varies by at Standby rating voltage Derating factors Natural gas/propane EEnmeower available up to 1829 m (6000 ft)at ambient temperatures up to 40 °C(104 °F). Standby ese elevations derate at4% per 305 m (1000 ft)and 2% per 10°C above 40 °C Ratings definitions Emergency Standby Limited-Time Running Prime Power(PRP): Base Load (Continuous) Power(ESP): Power(LTP): Power(COP): Applicable for supplying Applicable for supplying Applicable for supplying Applicable for supplying power to varying electrical power to a constant power to varying electrical power continuously to a load for the duration of electrical load for limited load for unlimited hours. constant electrical load for power interruption of a hours. Limited-Time Prime Power(PRP)is in unlimited hours. Continuous reliable utility source. Running Power(LTP)is in accordance with ISO 8528. Power(COP)is in Emergency Standby Power accordance with ISO 8528. Ten percent overload accordance with ISO 8528, (ESP)is in accordance with capability is available in ISO 3046,AS 2789, ISO 8528. Fuel Stop power accordance with ISO 3046, DIN 6271 and BS 5514. in accordance with AS 2789, DIN 6271 and ISO 3046,AS 2789, BS 5514. DIN 6271 and BS 5514. Formulas for calculating full load currents: Three phase output Single phase output kW x 1000 kW x SinglePhaseFactor x 1000 Voltage x 1.73 x 0.8 Voltage Warning: Back feed to a utility system can cause electrocution and/or property damage. Do not connect to any building's electrical system except through an approved device or after building main switch is open. For more information contact your local Cummins distributor or visit power.cummins.com Our energy working for you." ©2017 Cummins Inc.All rights reserved.Cummins is a registered trademark of Cummins Inc.PowerCommand,AmpSentry,InPower and"Our energy working for you."are trademarks of Cummins Inc.Other company,product,or service names may be trademarks or service marks of others.Specifications are subject to change without notice. NAD-6097-EN(10/17) 0 EP LAND SERVICES Water/Sewer Engineering Report Exhibit 6 — Fire Hydrant Radius Map and Water Model July 2024 Page 14 � STATION A E —7- _ CIO 0 / / o 1 � M I I = o r / / /<� / 0 �\ c o \ PROPOSED HYDRANT 0 I \ - o �o ° co J 4 �o a �M m 0 / a o \ O 2020 NYS FIRE CODE LL SECTION 507.5.1. Where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction 6 is more than 400 feet(122 m)from a hydrant on a fire apparatus access road,as measured by an approved route around the exterior of the facility or building,on-site fire hydrants and mains shall be provided where required by the fire code official. N N Exceptions: wFor Group R-3 and Group U occupancies,the distance requirement shall be 600 feet(183 m). E For buildings equipped throughout with an approved automatic sprinkler system installed in E E accordance with Section 903.3.1.1 or 903.3.1.2,the distance requirement shall be 600 feet(183 m). m E a� STATION PARK SUBDIVISION SCALE: 1"=200' PROJ.No.: 2022-02 c v PROJ.MANAGER: XXX DATE: JUNE 2024 m� CHIEF DESIGNER:XXX DESIGNED BY: EP LAND SERVICES LLC FIRE HYDRANT MAP ai XXX w 3 DRAWN BY: XXX 621 COLUMBIA STREET-COHOES,NY 12047 NYS ROUTE 5- -70,(WA 16 NGTON A65- CHECKED BY: XXX TAX PARCELS 165-2-70,165-2-15,&165-2-19 m PHONE:518-785-9000 Fig- 1 m3 z y LL o SEAL CITY OF SARATOGA NEW YORK Pressure ' ;. t .. ' 4111 75.00 I100.00 11144 psi •< `I 722 :.IiI ° �■ 28.08Ar m81, p 1. . . , •• .■- Network Table -Nodes Demand Head Pressure Quality Node ID GPM ft psi Junc 1 0.00 402.81 36.31 0.00 Junc 2 0.00 401.79 35.87 0.00 Junc 3 4.00 397.05 32.52 0.00 Junc 4 8.00 396.31 30.90 0.00 Junc 5 4.00 394.81 31.55 0.00 Junc 6 816.00 392.39 25.73 0.00 Junc 7 22.00 392.81 28.08 0.00 Junc 8 10.00 393.50 30.98 0.00 Junc 9 22.00 394.76 28.93 0.00 Junc 10 0.00 396.04 32.08 0.00 Junc 11 0.00 396.84 32.86 0.00 Resvr 12 -886.00 0.00 0.00 0.00 EPANET 2.2 Page 1