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Ms. Jessica Clark DRAFT <br />SJEC Cost Opinion & Sewer Analysis <br />Page b 1 September 21, 2015 <br />Conclusion <br />The reported SJEC sanitary flow of 340,000 gpd will utilize approximately 8.2% of the capacity of the <br />proposed 24-inch sewer along US 20, east of Walnut Road. The remaining sanitary sewer capacity of <br />3.795 MGD will then be available for continued development throughout the western and northern <br />portions of SJCEDD2. However, it is important to reiterate that, even with the abundant amount of <br />available capacity in the proposed 24-inch and 30-inch lines along US 20, the shallow depth of the <br />receiving sewer at US 20 and Smilax Road will result in portions of the upstream reaches of the SJCEDD2 <br />area needing to utilize lift station and force mains to convey their sanitary flows to the nearest gravity <br />sewer lines. <br />If there is any additional information that we may provide, or if you have any questions that we may be <br />able to answer, please let us know at your convenience. Thank you for the opportunity to assist you and <br />St. Joseph County with the development of this project, we appreciate your continued confidence. <br />Sincerely, <br />Kenneth P. Herceg, PE, LS <br />Vice President <br />Enclosures: As noted <br />Copy: Andrew Kosteilney — St. Joseph County <br />Bill Shalliol —St. Joseph County <br />