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HomeMy WebLinkAboutSanitary & Water Demand , J io s ALLIED ENGINEERING ° SERVICES,INC. oiVerse P(6)e s y MEMO Project Name: Gallatin County Regional Park Maintenance Building Project Number: AESI 22-002 Date: January 6,2023 Re: Sanitary Sewer&Domestic Water Demand MEMO DETAILS: The purpose of this memo is to outline the estimated average daily&peak hour sanitary sewer demand as well as the maximum&average daily domestic water demand for the proposed site development of Tract 3A-1 COS 2202B.The demand estimate is based on guidelines provided in the Montana Department of Environmental Quality(MDEQ)Circular 4 and the City of Bozeman Design Standards and Specifications. The proposed improvements involve construction of a 1,280-sf park maintenance and storage building at the Gallatin County Regional Park. Existing water and sanitary sewer mains(both 8"diameter)are located in Vaquero Parkway.New water and sewer services will be provided to the structure via the existing mains located in Vaquero Parkway. Sanitary Sewer Demand An average wastewater flow rate of 13 gallons per day per employee was assumed as outlined in MDEQ-Circular 4 Table 3.1-1 "Typical Wastewater Flows from Commercial, Industrial, and Other Nonresidential Sources". The peaking factor was calculated based on the formula provided in section V.13.6 of the COB Design Standards and Specifications. Please see the attached calculations for additional information.A summary is provided below. • Assumed number of employees=3 • Average day demand=39 gpd • Peaking factor(P=0.003)=4.453 • Peak hour demand=0.12 gpm 32 Discovery Drive ♦ Bozeman,MT 59718 ♦ (406)582-0221 ♦ Fax(406)582-5770 01/06/2023 Domestic Water Demand An average daily water usage rate of 13 gal/day/employee was assumed for the proposed development and is consistent with the average wastewater flow rate given by MDEQ-Circular 4.A maximum day to average day ratio of 2.3:1 and a peak hour to average day ratio of 3:1 was used as outlined in section V.A.4 of the COB Design Standards and Specifications.Please see the attached calculations for additional information.A summary is provided below. • Assumed number of employees=3 • Average daily demand=39 gpd • Maximum daily demand=90 gpd • Peak hour demand=0.08 gpm Please contact Madeline Good and/or Rory Romey at 406-582-0221 or mgood a.alliedengineerin�?.com;rromey c�alliedenQineering.com with any questions or if additional information is required. Sincerely, Allied Engineering Services,Inc. 17" e7�� Rory Romey,PE Civil Engineer 0.T'��. . RORY SCOTT .R 07 01 dot Alt- ................ ••. Allied Engineering Services,Inc. Memo Page 2 U V'N C% V tk, 4 1�7 y) "D vm ,At,,\O��U- OWN -LOON r-)C)Z) Ck,( cu,lv\�CkAs Rr\, J&� LA A -5c-\ c("& -5c\ CNII yeak AV C3 C -Cp