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74910 - 2018_04_23 - Water-Sewer Ltr P-452 STATE ROUTE 9 SUI E J�O 1 LANSING ENGINEERING, PC MALI�A,NY I1 P020 T(51 B)1399-5243 E F(t-)1 B)B,99-52,15 April 20, 2018 Chris Harrington, PE Director of Wastewater&Water Superintendent Town of Queensbury 823 Corinth Road Queensbury,NY 12804 RE: Letter Report—894 State Route 9 Site Plan Dear Mr. Harrington: The proposed 894 State Route 9 Site Plan proposes the construction of one 11,400 square foot restaurant/retail building which uncludes.with 2,500 square feet of restaurant space with 50 seats and 8,900 square feet of retail space. The site is located at 894 State Route 9 in the Town of Queensbury. A site location snap has been included with this letter. This letter/report will describe the water use and wastewater generation for the proposed project,along with the improvements needed for the Town of Queensbury to provide public water and sewer service. "floe wastewater generated by the 894 State Route 9 Site Plan project has been calculated based on 35 gallons per day (gpd) per seat for the restaurant and 0.1 gallon per day (gpd) per square foot of retail space. The Average Daily Wastewater Flow generated from the proposed development is 2,640 gpd and 1.83 gpin, respectively. These flows have been calculated as shown below in the Hydraulic Capacity Calculations. 894 State Route 9'Site flan—Prqject consists of a 11,400 square foot office building containing 2,500 square feet of restaurant space with 50 seats and 8,900 square feet of retail space. Restaurant=(50 seats)x (35 gpd [assume ordinary restaurant]}— 1,750 gpd Retail Space=(8,900 sf) x (0.1 gpd/st-)= 890 gpd Total = 2,640 gpd Design Average Daily Wastewater Flow=,2,640gpd The wastewater Erorn the proposed buildings will be conveyed via a 6" lateral to an existing 8"IIDPE sewer main located on the west side of State Route 9 which ultimately is conveyed to the Town of Queensbury collection system. A grease trap will be included in the project to intercept grease from the proposed restaurant before entering the public sanitary sewer. Grease trap sizing is as follows: Restaurant=(5 0 seats)x (3 5 gpd [assume ordinary restaurant))= 1,750 gpd= 1.22gpm 1.22gpm=500 gallon grease trap. Based on Table D-1 from the "New York State Standards for Intermediate Sized Wastewater Treatei-rint Systesms", a 500 gallon grease interceptor tank is required. Page 2 The Average Day, Max Day, and Max Flour water usage rates for the project have been calculated to be 2,640 gpd, 4,356 gpd, and 3.03 gpnn respectively. The Water System Demand Rates are outlined below. 894 State Route,9 Site Plan—Project consists of a 11,400 square foot office building;containing;2,500 square feet of restaurant space with 50 seats and 8,900 square feet of retail space. Restaurant=(50 seats) x (35 gpd [assume ordinary restaurant])= 1,750 gpd Retail Space—(8,900 st) x (0.1 gpolsf) = 890 gpd Total=2,640 gpd Design Average Daily Water Flow=2,640 gpd Water Demand Rates (Based on National Average) Average Day = 100% of average daily demand rate Max Day = 165% of average daily demand rate Water Demand For Service Area Average Day =(100%) x (2,640 gpd) = 2,640 gpd = 1.83 gpm Max Day =(165%) x (2,640 gpd) = 4,356 gpd = 3.03 gpm The water service connection to the "Town of Queensbury's Water District has been sized to provide the dornestic and fire protection needs of the proposed project.The proposed building will have sprinkler systems. The development proposes one 4"DIP service connection into the existing 16"water main located on the east side of State Route 9. The connection shall utilize a tapping sleeve and valve to prevent disruption to the water supply during construction. The proposed connection has been shown in the attached plan set.Discussions with the Town of Queensbury have indicated thatadequate wager supply exists within this area to serve the proposed project. The estimated Max Day water usage and Peak Ifour wastewater flows for the 894 State Route 9 Site Plan are relatively insignificant in comparison with the water and wastewater- capacity in the area. Therefore, it is expected that the connection of the water and sanitary systems will not havc an adverse impact on the existing utilities. Please review this letter/report,and if this analysis is satisfactory, it is requested that you 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, IV IIVG ENGINEERING, PC Ta, nn M Dell, PI cPl::sc, cl�swQ