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Marion County <br /> <br /> OREGON <br />COMMUNITY DEVI:LOPMENT <br />DEPARTMENT <br /> <br />NOTICE OF DENIAL~ <br /> <br />EVALUATION REPORT FORAN <br />ON-SITE SEWAGE DISPOSAL SYSTEM <br /> <br />March 13, 1995 <br /> <br />DANIEL & JOYCE NOYNACKI <br />7807 BARBD_RA LANE SE <br />AUMSVILLE, OREGON 97325 <br /> <br />FILE <br /> <br />SI/BJECT: SITE %95-10522, T:PS, R:iW, $:28C, E. PO T/L:2900 <br /> <br />SITE ADDRESS: 7803 BARBARA LN SE. AUMSVILLE OR 97325 <br /> <br />An evaluation has been made of the above described property proposed for <br />installation of an on-site sewage disposal system. AS a result of that <br />investigation, it has been determined that the site specified on your applica- <br />tion does not quali£y for a standard septic system or any of the alternative <br />systems. The conditions on the site do not meet the minimum requirements of <br />the Department of Environmental Quality On-Site Sewage Disposal Rules. These <br />rules are specified in Oregon Administrative Rules, Chapter 340, Division ?1, <br />Sections 100 through 600. Consequently, this site must be denied. <br /> <br />The principal reasons <br />separation distances. <br />for this denial. <br /> <br />for denial of this site <br />The following paragraphs <br /> <br />are related to setback and <br />outline the specific reasons <br /> <br />PARCEL SIZE /LND SETBACKS: <br /> 1. There is insufficient area on the property for installation of an <br /> approved on-site septic system which will meet the setbacks as <br /> required in the D.E.Q. rules. The setbacks which are of particular <br /> concern are circled on the attached sheet, Each lot or parcel must <br /> have sufficient usable area available to accommodate an initial <br /> and replacement septic system. <br /> <br />ADDITIONAL COMMENTS: <br /> The proposed well location conflicts with the proposed drainfield sites. <br />Drainfields cannot be sited any farther downslope than where the test pits are <br />dug. The shallow depth to a limitin9 layer within the soil profile limits the <br />slope that the drainfields can be considered to 12% or less. The slope is more <br />than 12% west of the test pits. We will re-consider the application with a <br />detailed field stakeout of the individual drainfield lines. I expect that a <br />different well location will be necessary. Refer to stakeout procedure and the <br />setback list for details to complete the stakeout. Submit a detailed to-scale- <br />drawn diagram of the stakeout to our office for re-evaluation. <br /> <br />If you disagree with this evaluation, you may a~peal to D.E.Q. A request may <br />be submitted to the D.E.Q. for a denial review and they will visit the <br />property and make a determination on the suitability of your site for instal- <br />lation of an on-site sewage disposal system. Application must be made to the <br />Willamette Valley Regional Office of the D.E.Q. within thirty (30) days of <br />denial notification. D.E.Q. will charge a fee for this inspection. <br /> <br />Call o~r~fl~& 4:30 Monday - Friday if you have any questions. <br />~. ~RIME~, SOIL SCIENTIST <br />MARION COUNTY, BUILDING INSPECTIONS <br /> <br /> <br />