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1710 W MARINE VIEW DR 2024-01-03
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1710 W MARINE VIEW DR 2024-01-03
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Last modified
1/3/2024 9:12:13 AM
Creation date
10/26/2023 3:14:28 PM
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Address Document
Street Name
W MARINE VIEW DR
Street Number
1710
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Subsurface Drain Sizing and Placement <br />. The quantity and quality of discharge needs to be accounted for in the receiving stream (addi- <br />tional detention may be required). <br />. The size of a subsurface drain is determined by first calculating the maximum rate of ground <br />water flow to be intercepted, and then choosing a subsurface drain pipe (or pipes) with <br />enough capacity to convey that flow. Therefore, it is good practice to make complete sub- <br />surface investigations, including hydraulic conductivity of the soil, before designing a sub- <br />surface drainage system. <br />. Size subsurface drains to carry the required capacity without pressure flow. Minimum dia- <br />meter for a subsurface drain is 4 inches. <br />. The minimum velocity in the pipe required to prevent silting is 1.4 ft/sec. Grade the subsurface <br />drain to achieve this velocity at a minimum. The maximum allowable velocity using a sand - <br />gravel filter or envelope is 9 ft/sec. <br />. Filter material and fabric shall be used around all drains for proper bedding and filtration of fine <br />materials. Envelopes and filters should surround the drain to a minimum of 3-inch thickness. <br />. The trench shall be constructed on a continuous grade with no reverse grades or low spots. <br />• Soft or yielding soils under the subsurface drain shall be stabilized with gravel or other suitable <br />material. <br />. Baclkfilling shall be done immediately after placement of the pipe. No sections of pipe shall <br />remain uncovered overnight or during a rainstorm. Backfill material shall be placed in the <br />trench in such a manner that the drain pipe is not displaced or damaged. <br />. Do not install permanent drains near trees to avoid the tree roots that tend to dog the line. Use <br />solid pipe with watertight connections where it is necessary to pass a subsurface drainage sys- <br />tem through a stand of trees. <br />Subsurface Drain Outlets <br />. An adequate outlet for the subsurface drain must be available either by gravity or by pumping. <br />. The outlet of the subsurface drain shall empty into a sediment trapping BMP through a catch <br />basin. If free of sediment, it can then empty into a receiving channel, swale, or stable veget- <br />ated area adequately protected from erosion and undermining. <br />. Ensure that the outlet of a subsurface drain empties into a channel or other watercourse <br />above the normal water level. <br />. Secure an animal guard to the outlet end of the pipe to keep out rodents. <br />. Use outlet pipe of corrugated metal, cast iron, or heavy-duty plastic without perforations and <br />at least 10 feet long. Do not use an envelope or filter material around the outlet pipe, and bury <br />at least two-thirds of the pipe length. <br />2019 Stormwater Management Manual for Western Washington <br />Volume // - Chapter 3 - Page 346 <br />
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