Laserfiche WebLink
(b) Permanent man-made structures: <br /> The following man-made structures are within two (200) hundred feet of the area to be affected <br /> and/or adjacent to the site access road. Damage Agreements for all man-made structures are <br /> included in Exhibit L. Locations of these structures may be found on the Exhibit E and Exhibit L <br /> Maps. <br /> • Moffat County Roads 1&2 R.O.W. bridge. <br /> • Dubois Telephone Exchange service line is within 200 feet of the proposed permit area. Line <br /> is buries along east side of the County Road R.O.W. Proposed operations will not affect the <br /> service line. <br /> • U.S.G.S. Slater Creek Gaging Station—AKA: Slater Fork Gage <br /> • Landowner(Sheehan)Various gates and fences/irrigation ditches and gates <br /> (c) Water Resources: <br /> The proposed 8.14 acre area is to the west of the Moffat County Roads 1 & 2. Slater Creek lies <br /> immediately to the east of the County Road and generally flows to the north.This portion of <br /> Slater Creek is within a miles to 1% miles south of the confluence of Slater Creek with the Little <br /> Snake River.The 8.14 acre proposed permit area is basalt outcrop west of Slater Creek.There <br /> are no wells, streams, ditches, ponds lakes or reservoirs,which receive drainage and/or runoff <br /> from storm events within the site.The outcrop rises almost vertically at some point above/along <br /> the west-side of Moffat County Road 1 and rock-fall in common.A pervious mine operation at <br /> the site has already established surface water control ditches and slopes in the 1.34 acre <br /> "disturbed" operation/stockpile area. Storm-water will be contained and directed via berms and <br /> ditches as previously done at the site. <br /> The .62 storage area will generate storm waters from industrial areas will generally follow the <br /> current existing flow path.Ground water in the storage area will not be encountered as it is a <br /> storage area not a mining operation.This is a dry pit operation with no effects on water rights, <br /> drainage or hydrology in the area. No surface water will be intercepted disturbed or stored in <br /> the pit area. <br /> The previously disturbed/reclaimed site area will be used as before for an operations and <br /> stockpiling area.Other generated storm-waters from undisturbed areas will generally follow the <br /> current existing flow-paths across the exposed bedrock. Groundwater in the mine area will not <br /> be encountered as the entire site is basalt outcrop.This will be a dry pit operation with no effect <br /> on water rights, drainage or hydrology of the area. No surface water will be intercepted <br /> disturbed or stored in the pit area. Silt fences and sediment retention berms or ditches will be <br /> maintained alongside road and excavation areas to reduce erosion and limit runoff from storm <br /> events.There is generally little to no cover soil/topsoil in most areas over fractured basalt <br /> bedrock so storm-water runoff is rapid. <br /> Sediment and storm-water controls (silt fencing, bales,ditches and berms and other BMP's as <br /> per the SWMP for the site)will prevent any adverse impact from storm-water to the creek.Any <br /> topsoil stockpiles remaining for longer than one year will be seeded with the recommended <br /> seed mix and will be placed and contained to prevent any stockpiled soils from entering Slater <br /> Creek or the County Road ditches. <br />