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MARION COUNTY BUILDING INSPECTION COMMUNITY DEVELOPMENT CENTER 285 Church Street NE * Room 132 * Salem, Oregon 97301-3670 Office Hours: 8:00-4:30 · Phone: (503) 588-5147 · 24-HR Inspection Line: (503) 588-7904 AUTHORIZATION DEHIAL DATE/TIHE : ~3/85/96 14:86 DENIAL NO : 96-81227 TYPE : SP STATUS : DENIED OCCUPANCY : R-3 DENIED : 88/88/8888 TO EXPIRE : 86/83/1996 PAGE 2 AUTHORIZATION DENIAL The existing on-site sewage system on this property has been inspected to determine the condition of the system a~d if the system is adequate to serve the new use proposed for' the property. The inspection revealed conditions which are in conflict with the Department of Environmental Quality On-Site Sewage Disposal Rules. The system conditions are described under' the Co'mMents and · Conditions l~sted below. Since these conditions exist, approval cannot be granted to use the existing on-site sewage system. The use of the system cannot be approved until the system is brought into Compliance with the DEQ Rules. The appropriate steps to br~,ng the system in compliance are also descrzbed under the Comments and Conditions listed below. COMMENTS'AND CONPI~'llll~ 1. THIS SEPTIC REVIEW WAS COMPLETED BY ROBERT FOSTER on MARCH 5, 1996. 2. There is insufficient area on the property for a complete replacement system Meeting all the requirements of the rules (except those portions of the rules pertaining to soil conditions and groundwater). Full replacement area is required when the pro~e~ted sewage flow would be increased by 5~X of the design capacity of existing septic system. The existing system iS designed for a one bedroom ~ome or 15~ gallons/day sewage flow. The proposed ~ bedroom home is calculated at ~75 gallons/day or 2.5 times the design flow of the existing system. ~. The existing system has been compromised by several factors on the property. 1, The existing 5~0 gallon metal tank recentl~ had the top and outlet bafT!e replaced. Usually when the to@ has rusted to the point of needzng replacement, the rest of the tank has also rusted and the watertightness has been COMpromised. 2, The outlet baffle was m~.ssing for some period of time which has allowed solids to was~ into the drainfield and caused an unknown amount of damage to the draindield. ~. The driveway has been placed over the drainfield which COMpacts the soil over the field and compromises the proper functioning of the field.