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2010-01069 - new mound septic
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2010-01069 - new mound septic
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Last modified
8/22/2023 5:13:38 PM
Creation date
11/14/2016 2:06:31 PM
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x Address Old
House Number
2720
Street Name
Fox
Street Type
Street
Address
2720 Fox St
Document Type
Septic
PIN
0411723420004
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, � <br /> M S T S 9075 I SS"i STREGT. <br /> A DNISION OF WRM SERVICES INC. KIMBALL,MN 55353 <br /> (320)398-2705 <br /> October 25, 2010 <br /> Bob Volkenant <br /> Volkenant Inc <br /> 1030 County Road 83 <br /> Maple Plain, N1N 55359 <br /> RE: Septic System Design for 2720 Fox Street, Long Lake, Minnesota. <br /> Dear Bob, <br /> As per your request a septic system has been designed to accommodate the existing 3 bedroom home at <br /> the above referenced property. Below is a summary of the design we completed and attached is a site <br /> plan, detail drawings, design sheets, soil boring logs, management plan and monitoring and mitigation <br /> plan. <br /> The property was evaluated for the potential of installing a septic systerri and due to fimited area, varing <br /> soils textures and a high seasonal watertable an other type septic system has been designed. Soil borings <br /> were completed in the area of the proposed drainfield and revealed eviderace of seasonal saturation at <br /> depths ranging from 12" to 18" below the ground sui�face. Based on the elevations of the soil borings the <br /> highest seasonal watertable was located at an elevation of 998.6 and to obtain the required three foot <br /> vertical separation from the seasonal water table the bottom of the drainfield wili need to be elevated to <br /> an elevation 101.6. A 752 square foot raised pressure bed with 3' of vertical separation from the <br /> seasonal water table has been designed. Because the system is elevated above the ground surface the <br /> e�isting soil beneath the absorption area is to be over-excavated to and elevation 98.0 and filled with <br /> washed mound sand to an elevation of 101.6. The drainfield is to be constructed on the wasi�ed sand <br /> layer and sideslopes either tapered or retained. The existing septic tanks are to be removed and two 1000 <br /> gallon septic tanks and a 1000 gallon pump tank are to be placed in the general location of the existing <br /> tanks. <br /> This system will be classified as an other type system and will be subject to semiannual monitoring to <br /> ensure the system is working properly. The system will also require the installation of a runtime meter <br /> or event counter be included in the pump controls. <br /> It is our opinion that the system we have designed will effectively treat and dispose of the wastewater if <br /> the system is properly installed and maintained. If you any questions regarding this design please feel <br /> free to contact me at(320)398-2705 or(320)980-1737. <br /> S incerely, <br /> 6 �I i��J�'1� '�-' `+ <br /> � 0 <br /> 7 <br /> Miller's Sewage Treatment Solutions <br /> Bernie Miller <br />
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