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2000-P02335 - repair septic system
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1380 French Creek Drive - 10-117-23-32-0009
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2000-P02335 - repair septic system
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Last modified
8/22/2023 3:25:36 PM
Creation date
12/6/2016 1:06:47 PM
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Template:
x Address Old
House Number
1380
Street Name
French Creek
Street Type
Drive
Address
1380 French Creek Drive
Document Type
Septic
PIN
1011723320009
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' %, <br /> D-36 <br /> Gravelless Pipe System `-- <br /> Gravelless pipe is a corrugated pipe used in place of gravel for a trench <br /> system. This pipe typically has an inside diameter of 8-10 inches. . <br /> The corrugations aze usually 1/2 inch, with 3/4-inch sepazations. <br /> To�neet code requirements,the coirugated pipe also has to have 1/2-inch <br /> holes in the pipe bottom. Typically,manufacturers place the holes at <br /> 4 o'clock and 8 o'clock. ('This placement is not a code requiremen�) <br /> Gravelless pipe systems are allowable, since the rock that traditionally ' <br /> separates trenches provides litde or no treatment of the effluent prior - <br /> to it�being d.ispersed into the soil. Any type of system that holds the <br /> soil apart is acceptable as long as it has an established loading rate. ' ` � <br /> The loading rate for gravelless pipe systems was developed through � <br /> testing in Minnesota. The testing consisted of breaking systems in " ' <br /> different soils into small pieces and measuring wastewater flow into <br /> the section and out of the section. The resulting loss of effluent was the <br /> soil loading factor. By breaking these systems into relatively small � <br /> pieces,the long-term loading rate was determined quickly and a good <br /> design number has been established. <br /> � <br /> The loading rate for a 10-inch gravelless pipe was found to be equivalent ; <br /> to that of a 3-foot-wide trench with 6 inches of rock below the pipe. <br /> The 8-inch pipe (inside diameter) was equivalent to a 2-foot-wide ' � � <br /> trench with 6 inChes of rock. These loading rates are key to the design <br /> of the system. ' � . <br /> Potential p►'Oblems Fine sands have been found to develop a slower ; <br /> long-term acceptance rate,even though they have the same permeabil- <br /> 'ity and water flow characteristics as a medium sand. During field � . <br /> reviews, this problem has been noted most often with fine sands. � � <br /> � <br /> One of the keys to making a gravelless system work is choosing the <br /> proper synthetic fabric for wrapping the pipe. f <br /> O Fabric that is too elastic will collapse against the pipe as dirt � <br /> is put back around the pipe, not allowing sewage to move , <br /> around the outside. <br /> � <br /> O Fabric that is too stiff or too thick (or both) will not allow <br /> movement of water out of the system. t <br /> � <br /> O Appropriate fabric allows sewage to flow around ' . <br /> the corrugations so that a biomat can develop around the entire <br /> pipe (which is why the sizing factors relate to a wider trench). <br /> Some evidence suggests that the fabric also wicks the effluent <br /> around the outside of the pipe, using the entire depth of the <br /> system. This wicking will also move moisture closer to the � <br /> surface and allow greater evapotranspiration. .- <br /> �. <br />
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