Laserfiche WebLink
<br />Mr. Robert Carlson <br />Mined Land Reclamation Board <br />December 6, 1986 <br />Page 2 <br />5. How will operator control on-site erosion and prevent <br />transport of sediment? <br />The pit floor will be kept level during operations, any <br />plate of aggregate will be left. The aggregate body is <br />nature, allowing rapid percolation of precipitation. i <br />there is no on-site erosion. nor is there off-site trai <br />sediment. This is easy to verify by comparing with al' <br />operations in the area. <br />6. Measures to prevent sedimentation in the tributary of <br />River located just west of the pi t7 <br />ff-site <br />a 6" to 9" <br />of a coarse <br />msequently, <br />.port of <br />of the like <br />St. Charles <br />There is no tributary of the St. Charles River locatedjust west of <br />the pit. #5 above details the methods to be used to p event any <br />off-site erosion. <br />7. Drainage pattern which currently exists on the site. <br />The general slope in this area is from southeast to no thwest. <br />Drainage off this site basically follows that pattern. My surface <br />runoff which might occur when precipitation does not p rcolate into <br />the gravel body, would drain downslape on the south, w st and north <br />sides of this area into the swails. <br />8. Geologic nature of the stratum below the substance to <br />The stratum below the aggregate deposit is primarily c <br />loam. There is no shale on the site. <br />9. Information so that the operator is in compliance with <br />ments of 34-32-115 (4d) for the Bessemer Ditch and any <br />man-made structures within 200 feet of the permit boun <br />(4d) states: 'The mining operation will adversely affe <br />of any significant, valuable, and permanent man-made s <br />within two hundred feet of the affected land, except w <br />agreement between the operator and the persons having <br />the structure that damage to the structure is to be co <br />by the operator°. <br />mined. <br />to clay <br />he require- <br />ther permanent <br />ry. 34-32-115 <br />the stability <br />ucture located <br />n there is an <br />interest in <br />ensated for <br />The Bessemer Ditch is a minimum of 800 feet from the pi boundary at <br />the closest point. The only effect on the Bessemer Dit h will be the <br />installation of a bridge across the ditch for access to the pit area. <br />The applicant and operator are presently working with t e Bessemer <br />Ditch Company on a bridge design that will be adequate nd acceptable <br />to the Company. No construction of the bridge will com ence before <br />agreement on the design. <br />There are no other permanent man-made structures on or <br />of the permit boundary. <br />thin 200 feet <br />