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PERCOLATION TEST WORKSHEET Custer County, SD Property Name(s) Owner: Mailing Address.

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How to fill out the PERCOLATION TEST WORKSHEET online

Filling out the Percolation Test Worksheet is a crucial step for property owners assessing soil drainage. This guide provides clear, step-by-step instructions to help you complete the form online with ease.

Follow the steps to accurately fill out the PERCOLATION TEST WORKSHEET.

  1. Click ‘Get Form’ button to access the worksheet and open it in your preferred editor.
  2. Begin by entering the property owner's name(s) in the designated field. Ensure the information is accurate and legible.
  3. Provide the mailing address of the property owner, including city, state, and zip code. Add a phone number for further communication if needed.
  4. Fill in the legal description of the property location. This information is essential for identifying the specific parcel of land.
  5. Document the lot size in the appropriate field, ensuring that units of measurement conform to local standards.
  6. Conduct the percolation test by recording the water level in inches over the specified times: 0, 30, 60, 90, 120, 150, 180, 210, and 240 minutes. Be thorough in your measurements.
  7. After completing the test, calculate the perc rate for each test hole by dividing the total inches by the time of the test (which must be at least 120 minutes). Document these rates accordingly for holes #1, #2, and #3.
  8. Sum the total inches for all three holes and record this information. Then, calculate the average perc rate by dividing the total of the perc rates by three.
  9. Enter the date when the percolation test was performed to maintain a record of the assessment.
  10. Complete the section for the certified installer. Include their name, the company name, address, and contact numbers to validate the test.
  11. After verifying all entries, save the changes you made. You may also choose to download, print, or share the completed form as needed.

Start completing your PERCOLATION TEST WORKSHEET online today!

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Soils with a percolation rate faster than five minutes per inch are acceptable if a 12-inch-thick loamy sand soil liner with a percolation rate of 15 to 20 minutes per inch is installed in the trench or bed. The trench or bed is then sized based on this soil liner percolation rate.

2:03 4:03 How to Perform a Percolation Test | This Old House - YouTube YouTube Start of suggested clip End of suggested clip And let the hole sit for a little while to to make it saturated. That will be a great simulation ofMoreAnd let the hole sit for a little while to to make it saturated. That will be a great simulation of how soil behave when it's wet underneath the leech. Facility.

Percolation testing (P/T tests). These tests determine the soil's ability to filter and move the wastewater. A "T" test is normally done at 800mm below ground level, which is about the level where the pipe from the wastewater system enters the ground.

After placing the sand or fine gravel in the percolation test hole, the hole must be slowly filled with clear water to a minimum depth of 12 inches over the sand or gravel. This water level should be maintained for at least two hours.

The percolation rate is calculated for each test hole by dividing the time interval used between measurements by the magnitude of the last water level drop. This calculation results in a percolation rate in terms of minutes per inch.

A minimum value of 15 ensures that the soil's percolation rate is slow enough to allow the effluent to be sufficiently treated before reaching the ground water. Any value lower than 15 would mean that the untreated effluent could drain away too rapidly and pollute the groundwater.

Step 1: Dig the hole. Mark out a test hole that is 300mm x 300mm wide and at least 300mm deep below the proposed invert level of the outlet pipe. ... Step 2: Saturate the soil. Clear the hole of any loose debris (including stones or lumps of soil). ... Step 3: Determine the percolation rate. ... Step 4: Repeat the test.

Percolation test method A hole 300mm square should be excavated to a depth 300mm below the proposed invert level of the effluent distribution pipe. Where deep drains are necessary the hole should conform to this shape at the bottom, but may be enlarged above the 300mm level to enable safe excavation to be carried out.

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