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• <br />Section 816. G9 Continued. <br />(d) Slope protection shall be provided to minimize surface erosion at <br />the site and sediment control measures shall be required where necessary <br />to reduce the sediment leaving the site. <br />As described and referenced under Sections 780.25, 816.45 and <br />816.46, slope protection for all impoundments will be provided to <br />minimize surface erosion at the site of the embankment, and sedi <br />went control measures will be provided as necessary to reduce the <br />amount of sediment leaving the embankment site. <br /> (e) All embankments of temporary and permanent impoundments, and the <br /> surrounding areas and diversion ditches disturbed or created by con- <br /> struction, shall be graded, fertilized, seeded, and mulched to comply <br /> with the requirements of 30 CFR 816.111-816.117 immediately after the <br />• embankment is completed, provided that the active, upstream face of the <br /> embankment where water will be impounded may be rip-rapped or otherwise <br /> stabilized. Areas in which the vegetation is not successful or where <br /> rills and gullies develop shall be repaired and revegetated to comply <br /> with the requirements of 30 CFR 816.106 and 30 CFR 816.111-816.117. <br /> The embankments of all impoundments and associated structures will <br /> be graded, mulched, and revegetated in accordance with the provi- <br /> sions of this paragraph, and as described at Sections 816.111 <br /> through 816.117, 816.106 and 816.46. <br /> (f) All dams and embankments meeting the size or other criteria of 30 <br /> CFR 77.216 (a) shall be routinely inspected by a qualified registered <br /> professional engineer, or by someone under the supervision of a quali- <br /> fied registered professional engineer, in accordance with 30 CFR 77.216-3. <br />• <br /> 816-66 <br />