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HomeMy WebLinkAbout17 - Design Report - Competition Drive - Water ENGINEERING 'N"ESIS CONSULTING s n r p�/�+� };, gypr //�. ((pp���++ PLANNING NGINEERINVt INN DESIGN W4 NORTH 11th AVENUE,BOZEMAN,Mt 59715 204N IV^Ave. BOHMAN,M1 59715 1106 561 J319 WWW.ge-i.net Water Design Report Competition Drive Water Main Extension SE%Sec 9 T2S R5E Bozeman, Montana T X r. r r' R. October 2017 CC i Prepared By: Genesis Engineering, Inc. GEI Project#: 1134.004 Prepared For: Billion Family Limited Partnership 270 Automotive Drive Bozeman, MT 59718 204 N. 11"'Ave.,Bozeman,MT 59715 Cell:(406)581-3319 Uv vva. _e i.ngt Page 1 of 3 ' . Water Design Report Table ofContents iProject Background............................................................................................................. 3 l. Introduction..... ........... —................................—'------------------- 3 2. Soil and Groundwater........ ..............................................----'--------'-- 3 lLand Use.......... .....................................................----------'--'---'—_ 3 4. Design Standanb— ...................................................................................................... —' J U. Water System_.--_~.—....--~~.-~~—_~~'~.~~--~^~'~^'^—~'~'~ 3 ULConclusion......................................................................................................................... 3 List of References City of Bozeman Design Standards and Specifications Policy, March 2004 and all addenda. Montana Public Works Standard Specifications<N1PVVSS>'6mEdition City ufBozeman Modifications tothe rNPVVSS,61h Edition, March 31'2O11&all addenda Montana Department ofEnvironmental Qua|ity<y0DEC0 Design Circulars DECF1and DEC-2 I�lfiotl��El~tIPdCa�1�iC I. Project Background 1-1. Introduction The right of way for Competition Drive was created as part of the J.C. Billion AutoPlaza Subdivision in 1993 located in Section 9,T2S, R5E, PMM in Bozeman,Gallatin County, Montana.The proposed main extension will bring extend the existing water main within Competition Drive to the west edge of the 1.C. Billion Auto Plaza Subdivision. The water main will not have any new hydrants or service connections,the main is only being extended since the street is being extended to the west boundary of the subdivision. Since the proposed main extension does not include any services or hydrants, only background information will be provided.The proposed water infrastructure will be connected to the public water system owned and maintained by the City of Bozeman. 1-2. Soil and Groundwater The NRCS Soil Survey identifies one major soil types on the proposed subdivision: Meadowcreek Loam(51.0B). This soil belongs to hydrologic soil group C, it is comprised primarily of loams and silt loams with slow to moderate infiltration rates. A geotechnical investigation was conducted by C&H Engineering on August 301h, 2017 which found static water levels at 6.5 feet below existing grade in the test pits. 1-3. Land Use The pre-development land use on the proposed subdivision is right of way. 1-4. Design Standards All sanitary sewer mains,water mains, service connections, and appurtenances will be designed and constructed in accordance with the Montana Public Works Standard Specifications(MPWSS), 6`'Edition;City of Bozeman Design Standards and Specifications Policy(including all Addenda), March 2004;City of Bozeman Modifications to the MPWSS, March 2011;the Montana Department of Environmental Quality(MDEQ) Design Circulars DEQ-1 and DEQ-2,and any additional addenda thereof. The City of Bozeman will assume operation and maintenance of the wastewater and water systems and appurtenances upon construction and acceptance of the installation. Il. Water System II-1. Projected Usage No new usage is projected. III-2. Hydraulic Analysis No hydraulic analysis was completed since no new services or hydrants are proposed. III-3. Water Distribution System Approximately 90`of 8"Class 51 Ductile Iron Pipe is anticipated for the main extension. 111-4. Service Connections There are no planned service connections. III. Conclusion The analysis and calculations included in this report demonstrate that the proposed designs for water provision, including fire flow,and wastewater disposal satisfy state and local design requirements. H:\1134\004\DOCS\Design\W aterW astewate.rDR.doc 204 N.11"'Ave.,Bozeman, MT 59715 Cell: (406)581-3319 www,.g_e-i.net Page 3 of 3