Falling Head Infiltration Test: VCAP Method for Rain Gardens, Dry Wells and Bioretention, Study notes of Building Materials and Systems

The approved infiltration test procedure for the virginia conservation assistance program (vcap) for rain gardens, dry wells, and bioretention systems. The test involves digging a hole, measuring infiltration rates, and calculating the final rate. The document also includes minimum soil requirements and infiltration rates for each system.

Typology: Study notes

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Uploaded on 09/27/2022

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Dig a hole in the proposed location,
approximately 12 inches in depth
and four to six inches in diameter. An
auger or posthole digger is the
typical tool of choice
1.
Record measurements. Drop, d, is the
difference between measurements.
Infiltration rate is the drop, d, divided
by the time interval, 1 hour or less. For
the final rate, use the lowest steady
state infiltration rate or the average of
all infiltration rates, whichever is
lower.
Measure the distance from the stick to
the water surface at least every hour for
four hours or until hole is dry. If presoak
drains within 1 hour, measure every 10
minutes or less.
3. 4.
Presoak the hole. Fill with water to
saturate the soil and then let stand
until all the water has drained into
the soil. If presoak drains away
within 1 hour, repeat presoak.
2.
Once the water has drained, refill the
empty hole again with water so that the
water level is about one inch from the
top of the hole. Use a stick to indicate
the location of the starting water level.
Record the time using a watch.
5.
Time
(hours)
Measurement, m
(inches)
Drop, d
(inches)
Infiltration rate, i
(inches/hour)
0.00 --------------------
0.00
This is the approved infiltration test for the Virginia Conservation Assistance Program. Use this method for Rain Gardens, Dry Wells
and any practice without an underdrain. This is a 3-dimensional flow percolation test. Actual vertical infiltration rates may be less.
Divide the final rate by 2 if the failure of the practice will exacerbate existing resource concerns or create new ones. Infiltration rates
should generally be greater than 0.5 inches per hour.
Falling Head Infiltration Test
Virginia Conservation Assistance Program (VCAP) v.2018
Final rate
Mandatory Minimum Infiltration Test Procedure
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Dig a hole in the proposed location, approximately 12 inches in depth and four to six inches in diameter. An auger or posthole digger is the typical tool of choice

Record measurements. Drop, d, is the difference between measurements. Infiltration rate is the drop, d, divided by the time interval, 1 hour or less. For the final rate, use the lowest steady state infiltration rate or the average of all infiltration rates, whichever is lower. Measure the distance from the stick to the water surface at least every hour for four hours or until hole is dry. If presoak drains within 1 hour, measure every 10 minutes or less.

    Presoak the hole. Fill with water to saturate the soil and then let stand until all the water has drained into the soil. If presoak drains away within 1 hour, repeat presoak.

Once the water has drained, refill the empty hole again with water so that the water level is about one inch from the top of the hole. Use a stick to indicate the location of the starting water level. Record the time using a watch.

  1. Time (hours) Measurement, m (inches) Drop, d (inches) Infiltration rate, i (inches/hour) 0.00 0.00 -------------------- This is the approved infiltration test for the Virginia Conservation Assistance Program. Use this method for Rain Gardens, Dry Wells and any practice without an underdrain. This is a 3-dimensional flow percolation test. Actual vertical infiltration rates may be less. Divide the final rate by 2 if the failure of the practice will exacerbate existing resource concerns or create new ones. Infiltration rates should generally be greater than 0.5 inches per hour.

Falling Head Infiltration Test

Virginia Conservation Assistance Program (VCAP) v. Final rate

Non-Mandatory, More Detailed Infiltration Test Procedure

Using an auger, posthole digger or other suitable tool, dig a hole to the proposed bottom depth of the stormwater facility (or as close as is practical). Insert a snug-fitting PVC pipe into the hole and tamp it firmly into the soil at the bottom to produce a watertight seal. A block of wood and a rubber mallet is useful for tamping. As an option, you can pour a few inches of gravel or sand into the bottom of the pipe to prevent the soil from scouring. Then, fill the pipe with water so that the water level is at or just above the ground surface. If you notice water rising up around the outside edge of the pipe, you do not have a good seal on the bottom. Try tamping the pipe in again, then pour in a little more water. If water continues to rise around the edge, you will need to dig another hole. Let the soil pre-soak for at least an hour or until the pipe runs dry, whichever is faster. After the pre-soak, refill the pipe with about 2 feet of water, if necessary. Use a measuring tape or a yard/meter stick to record the distance from the top of the pipe to the surface of the water. Repeat this measurement every hour for the next 4 hours. Try to measure from the exact same spot on the pipe each time. The pipe is not perfectly flat, so measuring from different spots will somewhat alter the results a. If you can’t take a reading every hour, make sure that you at least record data over a four hour or greater span. For instance, you can take a reading at hour 0, hour 2 and hour 4. b. You may record more than 4 hours’ worth of data – consider 4 hours to be a minimum. More data is always useful. Subtract each measurement from the previous hour’s to get the infiltration rate. For example, if you measure 24” at hour 0 and 22” at hour 1, you have an infiltration rate of 2 inches/hour. For the final infiltration rate, use the lowest steady state infiltration rate, or the average of all rates, whichever is less. The steady state infiltration rate occurs when the rate changes little from hour to hour, usually in the later hours of the test.