Laserfiche WebLink
SEDIMENT CONTROL CALCULATIONS <br />INDEX <br />Page <br />General Information (INFO-#) <br />Design Methods 1-3 <br />Certifications 4-10 <br />Unit Train Loadout (UTL-#) <br />Pond 1 & 2 Design 1-7 <br />Sewage Lagoons - Sizing 8 <br />Roadside North Portals (RSN-#) formerly Cameo Mine <br />Pond 4 - Storage, sediment volume and peak flow <br />1-3 <br />- Emergency spillway design <br />4 <br />- Primary spillway design <br />5-12 <br />East collection ditch and culvert design <br />13-18 <br />Pond 5 - Collection dtiches west of the portal decline and west <br />19-29a <br />of the topsoil stockpiles and associated culvert design <br />10-13 <br />- Storage, sediment volume and peak flow <br />30-34 <br />Shop area swale design <br />29 <br />Portal Decline runoff design <br />35-38 <br />West diversion design <br />39-43 <br />East diversion design <br />44-46 <br />Pond 12 - Location, design, stage capacity and stage discharge <br />46i-50 <br />Pond 12 - Partial Reclamation <br />51 <br />Cameo Refuse Disposal Area No. 1 (CRDA-#) <br />Pond 6 - Storage, sediment volume, peak flow and emergency <br />spillway design 1 <br />- Primary spillway design 2-9 <br />Collection ditch and associated culvert design 10-15 <br />Nord Decline (NDEC-#) <br />Pond 7 - Storage, sediment volume, peak flow <br />1-2 <br />-Emergency spillway design <br />3 <br />West diversion ditch design <br />4-5 <br />East diversion ditch 1 design <br />6-7 <br />East diversion ditch 2 design <br />8-9v <br />Reestablished channel design <br />10-13 <br />TR -65 Al 3-2-i 02/15 <br />