The sewer user charges shall be established by utilizing the following information and formulae:
The total sewage flow will be estimated using Elizabethtown Water Company's computer printout of water consumption data of users, and well water consumption data of users, excluding the City of Plainfield and Plainfield Board of Education flows. The flow shall be classified as a residential flow, small commercial and small industrial, flow and large commercial and large industrial flow.
Total sewage flow shall be established by adding estimated sewage flow of all types and classes of users.
(a) Total BOD. BOD of each class and type of users shall be estimated, using established sewage strength and established sewage flow of users. Total BOD shall be established by adding BOD of each class and type of users and surchargeable BOD of large commercial and large industrial users.
(b) Total SS. SS of each class and type of users shall be estimated using established sewage strength and established sewage flow of users. Total SS shall be established by adding SS of each class and type of users and surchargeable SS of large commercial and large industrial users.
(c) Total CD. CD of each class and type of users shall be estimated using established sewage strength and established sewage flow of users. Total CD shall be established by adding CD of each class and type of users and surchargeable CD of large commercial and large industrial users.
(d) Total collection costs. The number of each class and type of user shall be established by using the latest current information available. The cost of each user shall be established by dividing the total collection costs by the established number of total users. The total collection cost of each class of user shall be established by multiplying the established user cost by the number of users of that class.
(e) Flow rate. Total flow cost shall be estimated by adding MCUA flow cost, Plainfield's share of PJM operating and maintenance cost, City sanitary sewer maintenance costs, and pumping station costs. Flow rate shall be established by dividing total flow cost by total sewage flow.
(f) BOD rate. BOD rate shall be established by dividing MCUA BOD cost by total BOD in tons.
(g) SS rate. SS rate shall be established by dividing MCUA SS cost by total SS in tons.
(h) CD rate. CD rate shall be established by dividing MCUA CD costs by total CD in tons.
(i) Collection rate. Collection rate shall be established by dividing the established total collection costs of each class of user by the total established flow of each class of user.
(j) Chargeable rates. The sewer user charge shall be established using chargeable rates of flow, BOD, SS, and CD and established sewage strength. All charges shall include flow cost, BOD cost, SS cost, CD cost and collection cost of one hundred (100) cubic feet of sewage. The chargeable rate shall take into consideration a reserve for uncollected charges.