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2007-P11206 - septic
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270 Big Island - PID: 23-117-23-32-0064
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2007-P11206 - septic
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Last modified
8/22/2023 4:13:35 PM
Creation date
4/18/2016 1:22:12 PM
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Template:
x Address Old
House Number
270
Street Name
Big Island
Address
270 Big Island
Document Type
Septic
PIN
2311723320064
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Description of Treatment S sy tem — (See figures, design sheets, and data sheets for additional detail.) <br /> • Septic Tank — (2) 1,000 gallon fiberglass septic tanks. Install septic tank per manufacturer's <br /> recommendations. <br /> • Septic Tank Risers — 24" diameter heavy corrugated PVC pipe. A watertight seal must be <br /> created between top of tank and the each riser. <br /> • Septic Tank Riser Cover — 24" diameter fiberglass cover with gasket. Tank riser covers should <br /> include insulation. Do not bury riser cover. <br /> • Drain Field— Excavate the drain field trenches as depicted on Figure 2 when the soil is less than <br /> the plastic limit to prevent smearing and compacting. Installer is responsible for determining if the soil <br /> is below the plastic limit prior to excavation. Depth of excavation shall be 1.5-2 feet on the downhill <br /> - " side of trench, scarified and leveled. Place Quick4 High Capacity Infiltrator Gravelless Chambers in <br /> the trench bottom connected by gravity drop boxes. <br /> • Grading - Back fill with native soil, seed for cover, and mulch for erosion control ASAP after <br /> installation. Create positive drainage away from the septic tank and drain field, allow for soil settling. <br /> Do not allow charmeled runoff over the drain field; create drainage swales along the outer edges of the <br /> drain field to prevent excess runoff on the drain field. <br /> Limitations - Our investigation, layout, design, and recommendations are based on data submitted. If <br /> conditions considerably different from those described in this report are encountered, we must be <br /> notified. If proposed construction is changed, we must be notified to evaluate the effect of the changes <br /> on the wastewater system. Any changes to the design must be approved by the designer and will be <br /> assessed additional design costs. If changes are made to the design without the knowledge and approval <br /> of the designer the design shall be void. All construction is to be in accordance with the ISTS <br /> ' regulations. Pipe type and size, installation requirements, septic tank construction, and other <br /> specifications not depicted in our report are to conform to ISTS regulations. The installer of the system <br /> is to be licensed by the Minnesota Pollution Control Agency. <br /> I certify that this plan, document or report was prepared by me or under my direct supervision and that I <br /> am a duly licensed Professional Soil Scientist and Designer 1 under the laws of the State of Minnesota. <br /> If you have questions, please feel free to call. <br /> Sincerely, <br /> r <br /> ,� , <br /> Peter G. Miller, P.S.S. <br /> Designer I MPCA Certification #2262 <br /> i <br /> 3 <br /> i � <br /> � <br /> , <br /> ; <br />
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