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(2) Location — Location of each access road is discussed within its each section and have <br />been designed and placed in areas that are of most stability. Discussions regarding <br />sediment control and minimization of sedimentation and flood have been addressed. <br />(3) Design and Construction — Vertical alignment requirements have been met. Access road <br />grades for each road are discussed in their own discussion. There are no issues regarding <br />horizontal alignment of each access road. Width of each access road is discussed within <br />each associated section and typical cross-sections are included on Map 30. Access road <br />are designed to allow for anticipated traffic. Road cut designs are included in Map 30 <br />which includes typicals. Road cuts are designed with a 2h: Iv. Embankment typicals are <br />included in Map 30. Fill sections are to be comprised of compacted road fill material with <br />a design slope of 2h: Iv. <br />(4) Drainage - Drainage for access roads are discussed under each associated section in <br />Foidel's PAP as well as starting on page 2.05-74.2. More detail of road designs are <br />included in Exhibit 8. Exhibit 8 includes details and designs for sediment control, <br />associated culverts and runoff control with proper SEDCAD demonstrations. <br />(5) Surfacing — Surfacing of roads is discussed on page 2.05-67 and is compliance with the <br />associated Rule. Additional surface discussions are included in each associated access <br />road section. <br />(6) Maintenance — Maintenance discussion is included in each access road section. <br />(7) Reclamation — Reclamation discussion is included with each individual road section in <br />Foidel's PAP as needed. Some access roads were pre-existing and will not be reclaimed. <br />All topics and discussions required under Rules 4.03.2(1)-(5) have been met in Foidel Creek's <br />PAP. I have no adequacy questions regarding the above mentioned Rule. <br />4.03.3(1)-(5) <br />(1) General Requirements — All general requirements for light use roads are discussed <br />starting on page 2.05-74.2 of Foidel's PAP. Descriptions and designs provided for each <br />access road satisfy the requirements of this section. <br />(2) Location — Location of each light use road is discussed within its each section and have <br />been designed and placed in areas that are of most stability. Discussions regarding <br />sediment control and minimization of sedimentation and flood have been addressed and <br />are included in each individual section. <br />(3) Design and Construction — Vertical alignment requirements have been met. Light use <br />road grades for each road are discussed in their own discussion. There are no light use <br />roads with grades that exceed 10% grade. Width of each access road is discussed within <br />each associated section. Designs and cross-section location within the PAP are included <br />with each individual road discussion section. Light use roads are designed to allow for <br />anticipated traffic. <br />(4) Drainage - Drainage for access roads are discussed under each associated section in <br />Foidel's PAP as well as starting on page 2.05-74.2. More detail of road designs are <br />included in Exhibit 8. Exhibit 8 includes details and designs for sediment control, <br />associated culverts and runoff control with proper SEDCAD demonstrations. <br />