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Septic Site Evaluation 555-19-003957-EVAL Page 4 of 6 <br /> .,. � p .uy � y,y.�.�.. �" 4 ,€:; z <` zw9¢ .�-�5.a 1 { '< 3' .. .3 1, .:. ,,. <br /> Dai�rsslr�ed x{}�/0212#��� � � � � <br /> S'kSE+sit2. ira • 'gAppe PR gatt11449r ®prQU,ed ,s . ° ig:Ar <br /> P.04;1' <br /> A '•-•=, <br /> t <br /> WoridescnptionjWUR , � <br /> - w <br /> 9Y- <br /> Ma-fa <br /> ..,. ,e._. tm., ` .,,... 7,fi_.re! yam,_>.- <br /> .......... <br /> General Description of Site Evaluations <br /> Sewage contains disease-causing organisms and other pollutants that can cause adverse impacts to <br /> human health and the environment. An onsite sewage disposal system must treat and dispose of <br /> sewage in a way that will not cause a public health hazard, contaminate drinking water supplies, or <br /> pollute public waters. <br /> Proper treatment in an onsite system begins with primary treatment in the septic tank. The septic tank <br /> separates the solid particles in sewage from the liquid. The liquid that comes out of the septic tank is <br /> called effluent. The effluent may then be dispersed in the soil for further treatment or discharged into a <br /> secondary treatment device such as a sand or gravel filter or other alternative treatment unit prior to <br /> dispersal in the soil. For proper treatment, the effluent must slowly infiltrate into the underlying soil. <br /> Dissolved wastes and bacteria in the effluent are trapped or adsorbed to soil particles or decomposed <br /> by microorganisms. This process removes disease-causing organisms, organic matter, and most <br /> nutrients. Effluent that comes to the ground surface (through poor soils or other problems with the <br /> system) can be a possible health hazard because it may still contain some disease-causing <br /> organisms. Soil that drains too quickly may not give the effluent enough treatment and may result in <br /> groundwater contamination. <br /> The purpose of the evaluation is to locate suitable soils in an area that is large enough for both the <br /> initial drainfield area and the replacement drainfield area. The criteria used for this site evaluation can <br /> be found in Oregon Administrative Rules (OAR) 340-071. <br /> In the site inspection, the following features are evaluated: <br /> •❑❑❑❑❑❑❑❑Soil types- how well they drain and other indicators of good soil structure for treatment <br /> •❑❑❑❑❑❑❑❑ Depth to evidence of groundwater <br /> •❑❑❑❑❑❑❑❑Wells located on the site or adjacent sites <br /> •❑❑❑❑❑❑❑❑Slopes, escarpments, ground surface variations, topography <br /> •❑❑❑❑❑❑❑❑Creeks or springs on the site or adjacent properties <br /> •❑❑❑❑❑❑❑❑Whether the soils have been disturbed <br /> •❑❑❑❑❑❑❑❑Setbacks from property lines, buildings, water lines, and other utilities <br /> •❑❑❑❑❑❑❑❑Other site features thatcould affect the placement of your onsite system <br /> Approved Area&System Type <br /> Soil test pits and other site features were evaluated during site visits on June 28, 2019. The conditions <br /> observed during these site evaluations indicate that the area around the evaluated test pits IS <br /> CAPABLE of supporting a STANDARD SEPTIC SYSTEM for the INTITIAL and REPAIR. Please refer <br /> to the approved site plans dated July 1, 2019. <br /> Specific Requirements <br /> Please refer to the Soil Notes/Site Evaluation Worksheet which shows the approved areas and other <br /> details of the site visit. <br /> A CURTAIN DRAIN(GROUNDWATER INTERCEPTOR)IS REQUIRED as part of this system to divert groundwater from <br /> the drainfield. The curtain drain trench must be constructed a minimum 12 inches wide by 42 inches deep with 30 inches of <br /> CALL BEFORE YOU DIG...ITS THE LAW <br /> ATTENTION:Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth by Oregon Administration Rules. You may obtain <br /> copies of the rules by calling the center.(Note:The telephone number for the Oregon Utility Notification Center is 1-800-332-2344.) <br /> 7/2/19:11:08:13AM Page 4 of 6 ONS_OnsiteEvaluationjr <br />