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septic design for 3 br hse - not used
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1540 Fox Street - 02-117-23-32-0003
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septic design for 3 br hse - not used
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Last modified
8/22/2023 4:09:15 PM
Creation date
10/7/2016 12:29:10 PM
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x Address Old
House Number
1540
Street Name
Fox
Street Type
Street
Address
1540 Fox St
Document Type
Septic
PIN
0211723320003
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� rn q �£ C� p i�$ , <br /> E-9 <br /> CONSTRUCTION EQUIPMENT <br /> � ) A rubber-tired tractor may be used for plowing or disking to prepare the soil <br /> surface but in no case shall a rubber-tired tractor be used after the surface <br /> preparation is completed. A crawler or track-type tractor shall be used for <br /> mound construction. <br /> SOIL SURFACE PREPARATION <br /> The discharge pipe from the pump to the mound area shall be installed prior <br /> to soil surface preparation. The trench excavated to install the discharge <br /> � • pipe shall be carefully backfilled and compacted to prevent seepage of effluent. <br /> � The total area selected for the mound, including that under the dikes, shall <br /> ; be roughened in order to thoroughly break up any existing sod layers and to <br /> � provide a suitable transition zone between the original soil and the sand layer <br /> of the mound. The area shall be roughened only when the moisture content of <br /> the soil 8 inches below the surface is drier than the plastic limit. <br /> Plastic limit is the soil moisture content below which the soil may be manipu- <br /> � lated for purposes of installing a soil treatment system, and above which mani- <br /> pulation will cause compaction and puddling. If a fragment of soil can easily <br /> be rolled into a wire 1/8 inch in diameter, the moisture content is above <br /> the plastic limit. If the soil is dry enough to be friable and falls apart when <br /> rolling it into a wire, the moisture content is below the limit, and soil may <br /> be manipulated. The standard method of determining'the plastic limit is speci- <br /> , � fied in American Association of State Highway Officials (AASHO) Designation: <br /> ' T 90-61. <br /> ,Surface preparation or roughening may be performed with a mold board plow, a <br /> , � disk plow, or a backhoe using only the teeth. Mold board plow furrows shall <br /> , be at least 8 inches deep, shall be thrown upslope and shall run perpendicular <br /> to the slope. There shall be no dead furrow under the mound. <br /> Disking may be used for surface preparation as a substitute for mold board <br /> � plowing in soils having percolation rates faster than 15 minutes per inch <br /> � (sandy loam) in the top 8-inch depth. <br /> ' Backhoe teeth may be used to roughen the soil surface and break up the sod <br /> � layer. Care must be taken so as not to compact or puddle deeper soil layers. <br /> In no case sha].1 any surface soil be excavated and removed from the area. <br /> i � <br /> Mound construction shall proceed immediately after surface preparation is com- <br /> pleted. Every effort should be taken to prevent rain from falling on the pre- <br /> pared soil surface. <br /> CONSTRUCTION *1ATERIALS AND PROCEDURES; DISTRIBUTION OF EFFLUENT <br /> A minimum of 12" of soil defined as sand shall be placed where the filter <br /> material is to be located. A crawler tractor with a blade or bucket shall <br /> be used to move the sand into place. At least 6 inches of sand shall be <br /> � � kept under the tracks to minimize compaction of the plowed layer. The sand <br /> -- layer upon which the filter material is placed shall be level. <br />
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