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ON -SITE SEWAGE TREATMENT <br />INSPECTION REPORT <br />On the North Shore of <br />Lake Alin netonka <br />POST OFFICE BOX 66 <br />CITY 1335 S. Brown Rd. <br />Crystal Bay, MN 55323 <br />O_ ONO 473-7357 <br />111k —A <br />A in - <br />OWNER �g `fy EL- ADDRESS 6�7 C `�L-�NL-'�PL,C-F�r- <br />PHONE <br />PERMIT NO'S. 2-7 7 DATES <br />City Ordinance No. 210 requires that each on -site sewage treatment system in Orono be inspected on a regular basis. <br />The on -site sewage treatment system at the above address has been inspected and appears I , fall into the category checked <br />below: <br />Meets or exceeds current city standards in all respects relating to design, construction, and location. Appears <br />to be operating properly. <br />Does not meet current city standards in some respects relating to design,, construction, or location. Appears <br />,92 to be operating properly. <br />Does not meet current city standards in many respects relatirg to design, construction, or location. Appears <br />to be operating adequately. <br />Does not meet current city standards of design, construction or location, is being overused, or is failing to <br />04 properly treat and dispose of the current input and is therefore endangerirg a water supply, is a source of <br />pollution to surface or groundwaters, is creating a safety hazard, or is otherwise creating a public nuisance. <br />Please contact the inspector to discuss requirements for repairs to your system. Soil testing may be re- <br />quired. In all cases a design and site plan must be submitted for review. Your contractor must obtain a permit <br />before work is started. <br />WORK REQUIRED: <br />Septic tanks must be pumped within 48 hours. <br />Drainfield must be repaired or replaced within 90 days. <br />Inspection riser (4" diam. pipe) must be installed in each tank. (� <br />❑ Tank inspection indicates umpout is needed as soon as possible. <br />tanks be pumped o every three years. <br />SITE CHARACTERISTICS: <br />Limiting Site Factors <br />❑ Slope <br />❑Soil <br />(]High water table <br />❑ Lot size <br />Lake, wetland, or stream <br />Drainage <br />Potential for System Failure <br />(deoends on soil types, water <br />table, and system condition) <br />❑ Low <br />Medium <br />❑ High <br />❑ System is causing visible <br />surface discharge. <br />City ordinance requires that <br />Site Capabilities for <br />Future Expansion <br />❑ Adequate <br />Fair <br />❑ Poor <br />❑ Inadequate <br />COMMENTS: 2 — 51x60' drainfield beds located, also note tanks are cone. blk. <br />W/o solid bottoms; noted no evidence current or past discharge to surface, <br />but liquid level in tanks is above tank cover, system is overfull which may <br />be due to saturated ground at the present. Last documented pumpout was 1979 - <br />suggest tha anks b_e_puMped out this year, perhaps tank level will return to <br />normal as ground RKDc4(f?4M4 XWK dries out. Septic System Inspector <br />This report must be kept on the premises with system location and pumping records. <br />WHITE COPY / Inspector's File GOLD COPY / Homeowner <br />