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4.03.2(1)-(5) <br />(1) General Requirements — All general requirements for access roads are discussed starting <br />on page 2.05-15 of WF's PAP. Descriptions and designs provided for each access road <br />satisfy the requirements of this section. <br />(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. There are no <br />issues regarding horizontal alignment of each access road. Width of each access road is <br />discussed within each associated section and typical cross-sections are included on Map <br />30. Access road are designed to allow for anticipated traffic. Road cut designs are <br />included in Figure 56A and 56C — 56D which includes typicals. Road cuts are designed <br />with a 2h:ly. Embankment typicals are included in Map 27. Fill sections are to be <br />comprised of compacted road fill material with a design slope of 2h: Iv. <br />(4) Drainage - Drainage for access roads are discussed under each associated section in WF's <br />PAP as well as starting on page 2.05-15. More detail of road designs are included in <br />Exhibit 18. Exhibit 18 includes details and designs for sediment control, associated <br />culverts and runoff control with proper SEDCAD demonstrations. <br />(5) Surfacing — Surfacing of roads is discussed on page 2.05-15 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 Section 2.05.3. <br />(7) Reclamation — Reclamation discussion is included in the road section. <br />All topics and discussions required under Rules 4.03.2(1)-(5) have been met in WF's PAP. I <br />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 2.05-15 of WF's PAP. <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 the road 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 light use roads are discussed under each associated section in <br />WF's PAP as well as starting on page 2.05-15. More detail of road designs are included <br />