Laserfiche WebLink
e <br /> 2. Relate the estimated total flows to the construction and sewer <br /> connection schedule for the following new service areas; <br /> a. Waiakea Houselot Collection Sewer <br /> b. Old Waiakea Mill Sewers <br /> c. Ainako Interceptor Part A <br /> d. Kalanianaole Collection Sewer <br /> e. Ainako Interceptor Part B <br /> 3. Evaluate the number of dwelling units to be connected versus those <br /> exempted by the sewer use ordinance. <br /> Based on the objectives and its results, this report concluded that: <br /> 1. The total ADWF, including the existing ADWF of 3.27 mgd, is 3.74 <br /> mgd. Based on this, the 3.74 mgd from existing and new service <br /> areas will exceed the minimum requirement of 70% of the 5 mgd <br /> design flow capacity. The water consumption data was used to <br /> compute the existing ADWF of 3.27 mgd, or 116 gpcd. Existing dry <br /> weather infiltrations were calculated by three methods. The "best" <br /> estimate of these methods was 1.0 mgd. <br /> <br /> • 2. Wastewater flows from the new construction would generate <br /> enough wastewater to satisfy EPA's minimum requirement of 70% of <br /> design flow capacity before 1997. <br /> 3. County's recently implemented sewer ordinance would provide <br /> enforcement necessary to require connections to the sewer system. <br /> 1-2 <br /> <br />