septic info - Laserfiche WebLink

Home Browse Search

� � On the North Sbore o f Lake Minnetonka ON-SITE SEWAGE TREATMENT INSPECTION REPORT � POST OFFICE BOX 66 � . � � 1335 S. Brown Rd. Crystal Bay,MN 55323 473-7357 OWNER ✓�n �� l��/�Y� ADDRESS lJ�/V S.C7/) �_+G. � PERMIT NO.'S. � DATES CONTRACTORS City Ordinsnce No,210 requires that each on-eite sewage t�tment system in Orono be inapected on a regular basis.The onsite sewage trastment aystem at the above address has been inspected and appesrs to fall into the category checkad below. (This ia � an existing system ❑ new construction) � � Meets or exceeds current City standard:in all respects relating to design,consuuction,and location.Appean to be operating properly. � 2 Doea not meet all current City atandarda for new construction (1978 Code) but in most respects appears to be designed, loceted, and constructed generally in accordance with previoua codes.System appears to be functioning properly;no major upgroding of the system is required at this time. � 3 Does not meet current City stendsrds in many respects relating to design,conatruction,or location.Appears to be operating adequately at this time,but has a relatively high potential for future proWems.No major upgrading of system is required at this time. � 4 System may or may not meet current City standards for design,construction or locstion,but is failing to properly treat and dispoae of the current input,and is endsngering a water supply,or is a source of pollution to surface or groundwaters,or is creating a aafety hazard,or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/ replacement procedures. If drainfield replecement is necessary,soil testing will usually be required,and a design and site plan must be submitted for review.Your contractor must obtain a permit before work is started. SYSTEM CONDITION ( m Checked items may require your action) Te�k intpection indicatea: ❑ Inapection pipe is loceted directly over tank baffle.(Does not ❑ Pumpout not needed at this time, give accurate mesaurement of solida accumulation.) If tanks ❑ Solids�cumulation in tenks indicatea they ahould be pump� have �ot been pumped out within the last three years,they ed out this year to help prevent future problems. ahould be pumped out now. ❑ Solida accumulation in tanks is at a criticel level. Tanks Drainfield inapection indicetea: �ould be pumped out as aoon as poasible. �Drainfield is dry,no surfacing evident. O System is discharging to surfa�. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet. within 48 houn to eliminate surface discha►ge. � Drainfisld is saturated and visibly discharging unt�eated �� Inspection riaen miaing—tanks could not be inapected, effluent to the surface, This condition may require replace- I�apection risera (4"dia.pipe)must be instslled in esch tank ment or additions to drainfield. Contact the City Inspector at next pumpout. If tanka have not been pumped out within immediately.Repairs must be completed within 90 days. the last three years,they should be pumped out now. ❑ Drainfield extent and condition unknown. SITE CHARACTERISTICS: Limiting Site Factors Potential for System Failure Site Capabilities for ❑ Slope (depends on soil types,water Future Expansion ❑ Soil table and system condition) �Adequate ❑ High water table �Low ❑ Fair ❑ Lot size ❑ Medium ❑Poor ❑ Lake,wetland,or stream ❑ High . ❑ Inadequate O Drainage ❑System is causing visible surf ce discharge. COMMENTS: � � � U � //7 �A /�[ �.ci/7�7Jh Oj'1� VQAY 9-�a-� Date of Inspection Septic System Inspector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this report does not guarantee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy of the system under current conditions based on the available information. This report must be kept on the premises with system location and pumping records. WHITE COPY/Inspector's File GOLD COPY/Homeowner ,