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CHAPTER 6 COMMUNITY FACILITIES 119 Reviewing the trunk sewer systems capacity as outlined above, indicates no trunk system capacity problems. In fact, much of the trunk system will be operating around 50% capacity which provides a good factor of safety. LATERAL SYSTEM CAPACITY The lateral system as it presently exists has no capacity problem. However, when future lateral extensions are made to serve major new developments. the adequacy of the lateral mains should be checked. In most cases, if one lateral branch does not have adequate capacity, other alternate branches are probably available not too far away. Sewer subdistricts where the situation would most likely occur would be Numbers 7, 11, 13, 18, 20, 21, 25, 26, 27, 28, 31, 33 and 38. LIFT STATIONS Lift Station No. 2 — Lift Station No. 2 is located in the alley north of County Road E2 between 2nd and 3rd Avenues Northwest. This station is a 200 gallon per minute wet well mounted pumping station. This lift station serves subdistrict 21, which is projected to generate .026 million gallons per day or a peak flow of 75 gallons per minute. Lift Station No. 3 — Lift Station No. 3 is located in the alley north of County Road E2 between 2nd and 3rd Avenues Northwest. This is a 75 gallon per minute wet well mounted pumping station. Lift Station No. 3 serves subdistrict 22 which is projected to generate .008 million gallons per day or a peak flow of 25 gallons per minute. Lift Station No. 7 — Lift Station No. 7 is located near the Chateau Royal Apartments on Cleveland Avenue Southeast. Lift Station No. 7 is a 200 gallon per minute wet well mounted pumping station. This lift station serves subdistrict 1, which is projected to generate .003 million gallons per day or a peak flow of 85 gallons per minute. Lift Station No. 8 — Lift Station No. 8 is located in the alley west of New Brighton Road and north of 1st Street Southeast. Lift Station No. 8 is a small pneumatic ejecture with a capacity of 30 gallons per minute. Lift Station No. 8 serves subdistrict 2, which is projected to generate .002 million gallons per day and peak flow of 5 gallons per minute. Lift Station No. 10 — Lift Station No. 10 is located on the northeast corner of 14th Street Northwest and Old Highway No. 8. Lift Station No. 10 is a duplex centrifugal pumping station with a capacity of 500 gallons per minute. This lift station serves subdistricts 25, 26, 27, and 28 which are projected to generate .071 million gallons per day and peak flow of 200 gallons per minute. There appears to be no problem with the lift stations as far as capacity; however, lift stations are mechanical devices which use a considerable amount of electrical energy and