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State of Oregon <br />~t of <br />Environrr~ntal <br /> <br /> OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY <br />LARGE ONSITE WATER POLLUTION CONTROL FACILITY OVPCF) <br />PERMIT EVALUATION <br /> May 7, 2002 <br /> <br /> Trinity Lutheran Church of Mt. Angel, Marion County, Oregon <br /> 15534 Marquam Rd. <br />Permittee: Mt. Angel, OR 97362 <br /> File Number: 111784 <br />Source Contact: Gordon Goschie Telephone Number: (503) 873-5638 <br />Source Locution: 15533 & 15534 Marquam Road, Mt. Angel <br />County: Marion <br />Permit Writer: Randy Trox, RS Eugene Office <br />Proposed Action: New Application No.: 986013 Date Received: 4/23/02 <br /> <br />Introduction <br />Under Oregon Administrative Rule Chapter 340 Division 71 Section 130 (15) [ OAR 340-71- <br />130(15) ], any system or combination or systems located on the same property or serving the <br />same facil/ty w/th a total sewage flow design capacity greater than 2,500 gallons a day shall be <br />constructed and operated under a renewable WPCF permit issued pursuant to OAR 340-71-i62 <br />from the Department of Environmental Quality (DEQ). It further states that WPCF permits are <br />required for sandfilter and aerobic systems that serve a commercial facility, all Holding Tanks, <br />Recimulating Gravel Filter (RGF) systems, and aerobic systems that do not meet the <br />requirements of OAR 340-71-220 and 340-71-345. Other systems that are not described in OAR <br />340-71 and 73 may also be considered. <br /> <br />OAR 340-71-130(16) states that owners of existing systems, except holding tanks, are not <br />required to apply for a WPCF permit until such time as a system repair, correction, alteration, or <br />expansion is necessary. <br /> <br />The church is upgrading their domestic on-site wastewater system in addition to remodeling their <br />chm'ch building. The parsonage is being included in the new on-site system being proposed. <br />The church operates a daycare facility as well as functions associated with a church. <br /> <br /> Facility Description <br />ITotal Peak Design Flow <br /> of Facility <br /> Number of Systems <br /> Water Supply <br /> <br />1,010 Gallons per day <br />Well <br /> <br />System #001 <br /> <br />Date Constructed Proposed late spring/s~mmer 2002 <br />System Type Recirc. Textile Filter (RTF) <br />Peak Design Flow 2,010 GPD <br />Septic Tank Size 2 X 3,000 gallon septic tank, 3,000 gallon recirculafion tank, 1,000 gallon <br /> drainfleld dos'rog tank <br />Type of DF Capping fill <br />Drainfield (DF) 50'/150 gpd. Refer to the site snitabillty report conducted on 10/23/01 by <br /> <br /> <br />