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3892Temporary Slope pipe Drain

MN · 2025 Standard Specifications✓ Full text on BuildSpecBook pages 1071–0 Save this section

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3892.1SCOPE

Provide Material for temporary slope pipe drains to intercept, direct, and convey surface runoff or ground water down an embankment to control erosion.

3892.2REQUIREMENTS

A General Provide temporary slope drains consisting of the following: Provide non perforated CP pipe Provide each slope drain with the same diameter pipe over the entire length of the drain. Size temporary slope drains in accordance with Table 3892.2-1.

Table 3892.2-1 Slope Drain Sizing Drainage Area, acres Pipe Diameter, inch 0–0.5 12 > 0.5–1.5 18 > 1.5–2.5 21 > 2.5–3.5 24

Place slope drain in conjunction with diversion mounds or dykes. B Joints Use watertight connecting bands or joint to connect pipe sections. C Anchors Anchor the slope drain with stakes in accordance with the following characteristics and requirements:

(1)Nominal 2 inches by 2 inches cross-section
(2)At least 3 feet long
(3)Pointed end

3892.3SAMPLING AND TESTING

The Engineer will visually inspect temporary slope drains.

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Source: Minnesota Standard Specifications for Construction, 2025 Edition. Pages 1071–0 of 1,081. View official source ↗

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