Laserfiche WebLink
Ms. Jessica Clark DRAFT <br />SJEC Cost Opinion & Sewer Analysis <br />Page 2 1 September 21, 2015 <br />included the development of process and equipment specific arrangements for the WTP (refer to <br />Exhibits 81 and B2). <br />To provide comparable project cost analyses, the development of the Opinion of Probable Cost for the <br />"Infrastructure Improvement Projects Supporting Energy Center Development" has been split and <br />estimated into the following underground utility projects: <br />• Walnut Road Sanitary Sewer Extension (North to US 20) <br />• Walnut Road & US 20 Water Main Connection (West) <br />• US 20 Sanitary Sewer Extension (East) <br />• US 20 Water Main Extension (East) <br />Based on estimated costs of construction for the year 2016, the included Opinion of Probable Cost (refer <br />to Table 1 and Exhibits C through C-5) identify that the probable costs associated with the proposed <br />SJEC will summate to approximately $26.0 million, of which approximately $18.3 million is anticipated to <br />be funded by the developer of SJEC. <br />Table I- Opinion of Probable Cost Summary <br />Co <br />3.. W <br />4.:` U5 <br />Fields Oevelopment,.Aquifer Analysis, Design & ,$2,675 Q00 $2,675 000 <br />traction <br />iut Road Sanitary Sewer Extension.(North to US 20).:$1,552,000 $1,552,000 <br />5.New ;GS W.at4 <br />5`20 Water -Main. connection (West) '' <br />$2,14.2.1000 <br />wer Extension (East) <br />$2,456,000 <br />$2,4561000. <br />i Extension (East) <br />$2,525,000 <br />eat. Plant on St.. Joseph Energy Center Site <br />$11,617,000 <br />$11,617,000. <br />is (e.g. Existing WTP Upgrades, Permitting).:', <br />$3,037,000 <br />$21,000 <br />• <br />$26,004,0.00 <br />$18,321,000... <br />SEWER CAPACITY ANALYSIS <br />General <br />This review of the conceptual sewer sizes was performed to confirm the sewer sizes planned for the St. <br />Joseph County Economic Development District 2 (SJCEDD2) area due to flow revisions from the St. <br />Joseph Energy Center (SJEC). Previous flow estimates by Allegheny Power had indicated flow rates of <br />1.08 MGD (750 gpm). The most recent flow figures from SJEC indicate a maximum discharge rate of <br />0.34 MGD. This cursory review was performed to validate the proposed sewer sizing in light of the <br />recent changes in the reported flow rates. <br />Previous documents identifying the area included the following: <br />