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0725 Sixth Ave N - 26-118-23-44-0006 Spring Hill Golf
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Last modified
8/22/2023 4:19:27 PM
Creation date
1/8/2019 1:56:32 PM
Metadata
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x Address Old
House Number
725
Street Name
6th
Street Type
Avenue
Street Direction
North
Address
725 6th Avenue North
Document Type
Septic
PIN
2611823440006
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, . _ <br /> Spring Hill Golf Club, Maintenance Facility <br /> Sewage T�eatment <br /> Plan No. 981959 <br /> Page 2 . <br /> March 10, 1998 <br /> 4. A vertical inspection pipe must be provided into the rock bed/sand interface of the mound. <br /> 5. The owner of any septic tank or owner's agent must regularfy, but in no case less frequently than every <br /> three years, measure or remove the accumulations of sludge and scum in the tank. The owner of the <br /> tank must arrange for the removal and sanitary disposal of the contents whenever the top of the sludge <br /> layer is less than 12 inches below the bottom of the outlet baffle or whenever the bottom of the scum <br /> layer is less than 3 inches above the bottom of the outlet baffle. <br /> 6. The installation of the on-site sewage treatment system must be inspected by a licensed or qualified <br /> sewage treatment system inspector. The installer must contact the city, township or county zoning official <br /> for an inspection. If an inspector is not available from one of these govemment offices, then a privately <br /> licensed inspector must be contacted for the inspection. <br /> 7. The sewage treatment system must be installed by an individual or business who is currently licensed by <br /> the Minnesota Pollution Control Agency as an installer. <br /> 8. The sewage holding tank(s) must be constructed and installed in accordance with Minnesota Rules, <br /> part 7080.0910, subpart 3J. The following items must be included in the construction and installation of <br /> the sewage holding tank(s): <br /> a. The sewage holding tank(s) must be constructed of the same materials and by the same procedures <br /> as those specified for watertight septic tanks (see Minnesota Rules, part 7080.0130, subpart 1). <br /> b. A cleanout pipe of at least 6 inches in diameter must extend to ground surface. The cleanout pipe <br /> must be tightly capped. <br /> c. A manhole of at least 20 inches in dimension must be provided. <br /> d. In areas where a high water table may be present, the tank(s) must be protected against flotation. <br /> e. The tank(s) must be located in an area readily accessible to the pump truck under all weather <br /> conditions, and where accidental spillage will not create a nuisance. <br /> f. The tank(s) must be equipped with a positive warning system which allows 25 percent reserve <br /> capacity after actuation. <br /> 9. The project owner or the owner's agent must have a contract for disposal and treatment of sewage <br /> wastes with a pumper, municipality or firm established for that purpose. <br /> NOTE(S): <br /> �1. The scope of this project consists of the individual sewage treatment system for a new maintenance <br /> building. <br /> Utilization of this individual sewage treatment system is limited to serve the facility as described above. Prior <br /> to construction of any modifications or additions to the facility, additional plans must be submitted to and <br /> approved by this office. Storm water connections may not be made to this system. <br /> A properly designed and maintained individual sewage treatment system can provide reliable and efficient <br /> wastewater treatment. If the system fails, the plumbing fixtures should not be used until adequate soil <br /> adsorption capaciry can be provided or other corrective action taken. Consideration should be given to <br /> connecting to a municipal sewerage system when available. <br />
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