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12367076
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Last modified
9/20/2024 11:24:35 AM
Creation date
9/10/2024 11:53:45 AM
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Permits
Permit Address
10443 WEST STAYTON RD SE
Permit City
Aumsville
Permit Number
555-24-006448-INQY
Parcel Number
092W12 01200
Permit Type
Inquiry
Permit Doc Type
Permit Document
Status
Ready to Film
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Oregon Department of Environmental Quality <br /> • The septic tank material is: <br /> ❑ Concrete <br /> ❑ Steel <br /> 0 Plastic <br /> ❑ Fiberglass <br /> In Other(explain) <br /> ❑ Unknown <br /> • Is the septic tank accessible? ['Yes ❑No <br /> • Septic tank volume in gallons 800 <br /> • Tank volume determined by:Check all that apply,add comments below as needed <br /> 0 Permit Records®Measured❑Stamped on Tank❑Other <br /> • Septic tank risers are at ground level ❑Yes No <br /> • Tank appears to be free from defects,leaking and signs of deterioration®Yes ❑No <br /> If you answered"No,"please describe the condition of the septic tank below.For example, <br /> evidence of gas corrosion,cracks,leaks,etc. <br /> • Septic tank lid(s)is intact ®Yes ❑No <br /> • Septic tank baffles are intact: Inlet ['Yes ❑No Outlet ®Yes ❑No <br /> • Baffle material-Inlet❑Plastic Woncrete [;Metal Outlet VPlastic ❑Concrete [Metal <br /> Effluent filter is present 0Yes ['No <br /> • Effluent filter is free of debris ❑Yes ❑No Not Applicable <br /> • Liquid level in tank relative to invert of outlet ®At ['Above ❑Below <br /> If above or below invert outlet,please explain: <br /> • Scum layer 0 (inches) Sludge layer 1 (inches) <br /> • Scum and Sludge layer more than 35%of the total tank volume ❑Yes No <br /> Indicate where sludge measured from:❑Inlet ❑Middle ['Outlet <br /> • Additional Comments: <br /> Tank appeared to be in good condition <br /> 4. Dosing tank/Pump Basin <br /> Dosing tanks use a pump to send effluent to a treatment unit or a soil absorption field. <br /> • The septic system has a dosing tank ❑Yes No <br /> (If"No,"skip the rest of section 4) <br /> • At the time of this evaluation the power was on to test the pump(s):❑Yes ❑No <br /> Page 3 of 8 <br />
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