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11-08-1999 Council Packet
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11-08-1999 Council Packet
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capacity of Lift Station No. 2 to 60 gpm. This capacity would result in a flow velocity of <br />approximately 6 feet per second in the 2-inch forcemain, which is acceptable. <br />6. Lift Station No. 2 pumps into Lift Station No. 1. Lift Station No. 1 also serves a small area <br />north of Highway 15. The design capacity of Lift Station No. 1 is 45 to 60 gpm. Although <br />this capacity has proved adequate, the capacity of Lift Station Nc. 1 will require an increase <br />due to the Lift Station No. 2 upgrade. It is proposed that the capacity of Lift Station No. 1 <br />be increased to at least 80 gpm. Lift Station No. 1 pumps through a short 4-inch forcemain <br />connected to the interceptor forcemain under Highway 15. <br />Ideally, private property Inflow and Infiltration from leaky services or illegal connections should be <br />eliminated. If problems in the Femdale area persist after the proposed improvements, private <br />property Inflow and Infiltration will need to be addressed. The only other alternative would be to <br />install approximately 2,000 feet of larger diameter forcemain, or install deep gravity sewer, under <br />Femdale Road W :st, which would be both difficult and costly. <br />Lift Station Structures <br />A concrete lift station structure would be appropriate for the Highway 12 Bypass Lift Station. <br />Fiberglass or polyethylene lift station structures would be appropriate for Lift Stations 3,4, and 5. <br />A 6-foot diameter concrete structure would be appropriate for Lift Station No. 2. This would allow <br />construction by caisson methods, which may be necessary due to the required depth, soil conditions, <br />high groundwater, and site constraints <br />Electrical Improvements <br />The electrical panels and controls should be replaced due to age and as necessary for larger pumps. <br />Relatively simple controls and alarm systems, such as float switches and external alarm lights are <br />anticipated for all of the lift stations. <br />Construction Sequencing - Femdale Area <br />Construction of the new lift stations would be along side of the existing lift stations. In that manner, <br />the existing lift stations can remain in service until the new lift stations are completed. Septic <br />pumping trucks would be required during the switch-over period. <br />Approvals / Permits <br />Minnesota Pollution Control .\gency (MPCA) permits will be required for all of the lift stations. <br />For the Femdale area lift stations, the Metropolitan Council Environmental Services (MCES) has <br />indicated that they require notification of the Lift Station 1 improvements, since the pumping <br />capacity is to be somewhat increased and Lift Station 1 pumps directly into an MCES forcemain. <br />It is believed that the MCES has given concept approval for the Highway 12 Bypass Lift Station. <br />Formal approval of this lift station will be required by the MCES, since it will be connected directly <br />to an MCES line. <br />K:\iJ9\ U999JO7[w0ntrepcrts\tetUf r€pQrtd0C
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