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The dirt berm along the Eastern side of the property will be approximately 5-8 <br />feet high and 10 ft wide and will be approximately 175 feet long . It will be <br />approximately 400 cubic yazds total. The stockpile of topsoil on the Western and <br />Northern side of the property will be approximately 8-10 feet high,l0-12 feet <br />across and 300 feet total. It will be approximately 1100 cubic yazds. There will <br />be approximately 3500 cubic yards of material used to build the berm. The berm <br />will be will built out of topsoil and the overburden, which will be segregated. T'he <br />topsoil will be in the North Western corner and the overburden will be in the <br />Northern Eastern side. <br />7 ~ The stormwater sump will be approximately 9,782 cubic feet. It will be' <br />approximately 100 feet by 100 feet by 1.5 feet in depth. <br />8 ~ The discrepancy between the map and the Section 6.3.3 (i) has been reconciled; <br />please see the revised map which shows a keyhole in the N W comer of the <br />project. The keyhole will preserve the positive drainage offsite. <br />9. The maximum anticipated amount of topsoil on-site at all times will be <br />approximately 1613-2016 cubic yazds. <br />10. The maximum anticipated amount of construction stockpile material onsite will <br />be approximately 8066 cubic yazds. <br />1 I . The corrected 6.3.4.1 (b) will read "The fmal maximum gradient of the reclaimed <br />slopes will not exceed 3.•1(horizontal to vertical ratio)." (Corrections are in <br />italics). A copy of the document is enclosed. <br />12. A copy of the approved S WMP is enclosed. <br />13. Please see the reclamation map for detail on location of the dirt berms and <br />stormwater sump. The dirt berms and storm water sump are going to used to <br />control sedimentation into Hazdscrabble Creek. The type of soil found on-site <br />will allow the storm water that is contained on-site to infiltrate into the <br />groundwater within 72 hours. The owner/operator understands that the storm <br />water must not be detained on the property more than 72 hours. The berm and <br />other disturbed soil azeas will be seeded and covered with straw or mulch to <br />control erosion. <br />14. The owner of record of the easement described in Section 6.3.3 (g) is the <br />applicant. The improvements to this easement will be reclaimed. The corrected <br />Section 6.3.3 (g) will read "The existing County Road 835C is approximately 14 <br />feet wide and it is not anticipated that this mad will require any improvements. <br />The easement to access the property is approximately .06 acres and that acreage is <br />included in the application. The easement will be improved to approximately 15 <br />feet wide and graveled. The owner/operator is also the property owner of the <br />easemem and the property within the easement. The operator plans to reclaim <br />the easement access once the mining is completed. <br />There are no anticipated issues with water run-off. The water will be allowed to <br />run-off as part of the natural flow. If in constructing any new roads and culverts <br />are necessary, the drainage area will be taken into consideration when sizing the <br />culverts." (Corrections are in italics). A copy of the document is enclosed. <br />