Laserfiche WebLink
distances in an eRlcieM and sale manner They p-ovide for irNerreglonal, infra-regional, and intercity <br />travel needs- Dlred access service to abutting land is subordinate to providing service to through halfic <br />movements. This category is normally assigned to the National Highway System routes, significant <br />regional routes in rural areas, and other routes of regional or state signifrcance US Highway 8 is a fully <br />improved two lane highway vnth full Intersection improvements at its intersection with 20 Road. The <br />posted speed Ilmit for US Highway 50 at Its Intersection wnh 20 Road is 55 MPH, During 2002, the traffic <br />counts for the highway al the mtersecLon vnth 20 Road were 9,200 average daily trips and a peak <br />afternoon volume for the westbound land of SEO trips <br />MINING PLAN -The Mining Plan Map found wnhln Exhidt C depicts the proposed permn boundary, <br />mining areas, sNe features, and the location of other uses ancillary to the operation Operations will occur <br />intermittently throughout any given year, with periods of inactivfty less than 180 continuous days. and will <br />be hmrted to the hours of 8'.00 A M to 7'00 P.M <br />Approximately 18.1 aces of the 28.99 acre permit boundary are identified for use as sand, gravel soil <br />extraction. Mining will be conducted In two phases. In addition to stockpiling of soil and resource <br />materials, the lollowmg actNnies, ancillary to the operetion will also occur within the idenlifed extraction <br />area during the mining phase It Is anticipated that these aclNities will require approximately one acre'. <br />Portable scale <br />Office and lab trailer parking R@C@ <br />Employee parking <br />Portable fuel storage ~ O 7 <br />Egwpmem parking and maintenance <br />Tool storage tOrsnd Junction Field OHtce <br />Portable toile) Division of Minerals 6 GadoAlr <br />Sub-surface Investigations together wnh soil survey studies within the identified mining area revealed the <br />nature of the mineral deposit. The average ten to twelve toot thick sand and gravel layer is an alluvial <br />deposit overlaid with 8 to 10 feet of overburden soil The sand and gravel resource is snuated on top of a <br />relatively flat layer of shale. Ground water Is expected to be encountered al approximately 10 feet below <br />the ground surface, Because of this, dewatering of the mine site will De necessary Details of this activity <br />can be found within Exhibit G, Water Information <br />