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Erosion and Sediment Pollution Control Program Manual.pdf

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3 feet should be avoided wherever possible, <strong>and</strong> cut slopes not in competent bedrock should not be<br />

steeper than 2H:1V. Fill slopes should not be steeper than 2H:1V or exceed 5 feet in height wherever<br />

possible. All cut <strong>and</strong> fill slopes should be stabilized by seeding <strong>and</strong> mulching, blanketing, or other<br />

suitable method within 24 hours of reaching final grade. This will require the contractor to anticipate the<br />

date of completion <strong>and</strong> schedule ahead for seeding <strong>and</strong> mulching.<br />

Road surfaces should be sloped for drainage. In flatter areas, crowning is the most efficient means of<br />

draining the roadway (St<strong>and</strong>ard Construction Detail # 3-3). For hillside construction, insloping with<br />

adequately spaced cross drains is recommended (St<strong>and</strong>ard Construction Detail # 3-4). Outsloping<br />

roads can be very dangerous. Where crowning <strong>and</strong> insloping are not sufficient to address drainage<br />

requirements, waterbars, broad-based dips, deflectors, or culverts may be needed. All discharges<br />

should be to stable drainage courses, or to well-vegetated areas. Consideration should also be given if<br />

outlet protection is needed.<br />

PA DEP<br />

STANDARD CONSTRUCTION DETAIL # 3-3<br />

Crowned Roadway<br />

Cut <strong>and</strong> fill slopes shall be stabilized immediately upon completion of roadway grading. These<br />

areas shall be blanketed wherever they are located within 50 feet of a surface water or within<br />

100 feet of an HQ or EV surface water or where a suitable vegetative filter strip does not exist.<br />

A top dressing composed of hard, durable stone shall be provided for soils having low strength.<br />

Roadside ditches shall be provided with adequate protective lining wherever runoff cannot<br />

sheet flow away from the roadway.<br />

Adequately sized culverts or other suitable cross drains shall be provided at all seeps, springs,<br />

<strong>and</strong> drainage courses. Ditch relief culverts or turnouts shall be provided at the intervals<br />

indicated on Table 3.3 or Table 3.4 for roadside ditches. Riprap outlet protection to be sized<br />

according to anticipated discharge velocity.<br />

Roadway shall be inspected weekly <strong>and</strong> after each runoff event. Damaged roadways, ditches,<br />

or cross drains shall be repaired immediately.<br />

363-2134-008 / March 31, 2012 / Page 19

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