(A) Every subdivision shall be provided with a complete water distribution system adequate to serve the area being platted, including a service connection to within one foot of a lot line of each lot and appropriately spaced fire hydrants, the entire water system designed to meet the approval of the City Engineer and appropriate state agencies.
(B) Every subdivision shall be provided with a storm water sewer or drainage system adequate to serve the area being platted for a five year design storm and otherwise meeting the approval of the City Engineer.
(C) In every subdivision, provision shall be made for the satisfactory disposal of sanitary sewage:
(1) Where a public sanitary sewer main is, in the opinion of the City Council, reasonably accessible, the subdivision shall be provided with a complete sanitary sewer system connected with such sewer main, including a service connection to within one foot of a lot line of each lot. Such system shall be approved by the City Engineer and the state.
(2) Where, in the opinion of the Council, a public sanitary sewer main is not reasonably accessible, proper provisions shall be made for the disposal of sanitary waste subject to approval of the City Engineer and the County Health Department. Absorption capacity of the soil, surface drainage and topography shall be criteria for determining whether or not the installation of individual septic tank disposal systems are feasible. Feasibility shall be ascertained by the subdivider before individual systems are proposed. At least two percolation tests shall be made on each lot at the approximate location of the septic system absorption field. Such tests shall be performed in accord with the requirements of the Council, the County Health Department and the state. The results of these tests shall be certified by a registered professional engineer and made known to the County Health Department, the Council and the state.
(3) Wherever excavations for storm sewer, sanitary sewer and/or water mains and appurtenances thereto may lie beneath existing or proposed pavement, sidewalks or drive areas, such excavation shall be backfilled by a method and with trench fill of a type approved by the City Engineer.
(‘82 Code, § 16.28.050) (Ord. 649, passed - -72)