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Shackleford Wetland Project LD23-12 <br /> Addendum <br /> 2-13-26 <br /> 1. Please reference the attached image. The original access lane(pink line)is <br /> not acceptable for heavy loads. The new lane(blue line)is the route to bring <br /> heavy equipment and rock to the site. The original access lane can still be <br /> used by pick-ups and other acceptably sized vehicles. <br /> 2. An additional optional staging area has been designated(yellow box) for <br /> unloading delivered rock if desired. It is located closer to Stare Road to <br /> minimize damage to the landowner's paved lane. <br /> 3. It is advised that heavy loads and large equipment not use the narrow path <br /> across the existing berm(existing water and sediment basin). Please cross at <br /> a suitable location upstream of the berm. <br /> 4. The 500 tons of CA4 referenced on page 4 will now be utilized on the new <br /> access lane to improve soft or wet location. Improved location should still <br /> include an underlayment of landscape fabric before rock is placed. <br /> 5. Three additional keyed stabilization structures have been added to the creek <br /> along the new access lane. Please use the detail for keyed stone toe <br /> protection located on page 19 for guidance. Each location is allotted to 40 <br /> tons of RR4.This amount is above the amounts included in the original <br /> plans. <br /> 6. On page 3; note 5.2, states"Geotextile shall be placed under all riprap...". <br /> This is inaccurate. Geotextile fabric is required in the two small stream <br /> crossing points and stabilization of the access lane. Geotextile fabric is not <br /> required for stream riffles, stone toe protection, or rock checks. <br /> pg.1 <br />