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<br />. <br /> <br />elevation of Starkville is approximately <br /> <br />6,400 feet. Head loss, C = 150, ,~or 200 <br />I <br />gallo~s per minute peak hour demand through <br /> <br />6000 feet of 6" pipe would be approximately <br /> <br />9 psi and elevation, loss would be ap- <br />proximately 31 psi with a mean pressure <br /> <br />at Starkville of' 65 ~ psi. No pumping <br /> <br />should be necessary to fill the storage <br />tanks with available pressure and pressure <br /> <br />in mains would be adequate. Fire flow <br /> <br />demand of 1250 gpm could decrease the <br /> <br />pressure at Starkville an additional 25 <br /> <br />to 45 psi. <br /> <br />e. Since fire hydrants should be according to <br /> <br />City of Trinidad specifications to accommodate <br /> <br />pumpers, 6" mains are recommended to supply <br /> <br />all fire hydrants. Proximity to the Trinidad <br /> <br />Lake recreational area and renewed coal <br /> <br />mining activity must be considered in providing <br /> <br />for expansion and development of Starkville. <br /> <br />Some areas can be served by 4" mains, and <br /> <br />it may be necessary to use some of the <br /> <br />existing mains to meet budget requirements. <br /> <br />The connection from the Trinidad source <br /> <br />would require approximately one mile of 6" <br /> <br />11 <br />