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node #16, which is the east end of Anderson Road and the end of a <br />short dead end main, and the resulting low pressure was 19.28 psi. <br />In all models, the low pressure is at the point of fire demand. <br />Actual fire flow capacity may be higher based on a C of 120 as <br />allowed for cement -lined ductile iron water main. <br />TREATMENT <br />Facilities will be provided to add fluoride and chlorine to the <br />water system as water leaves the well. Chlorine will be added as <br />a disinfectant on an as -needed basis. District equipment will <br />include water testing apparatus. District staff will include a <br />certified operator who will direct water evaluation. Fluoride may <br />not be added on a regular basis, because the customers are <br />primarily commercial and light industry. <br />MAINTENANCE <br />Water district equipment, including meters, will be tested, <br />repaired, and maintained in the well building maintenance room. <br />12 <br />