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HomeMy WebLinkAboutResponse to July 21 RequestENGINEERING PLLC INNOVATIVE WASTE SOLUTIONS January 19, 2022 VIA FedEx DELIVERY Mr. Adam Parr, P.E. Assistant State Mining Engineer NCDEQ, Division of Energy, Mineral, and Land Resources Department of Environmental Quality 1612 Mail Service Center Raleigh, North Carolina 27699-1612 RE: Hood Creek Soils Co., LLC - Response to July 21, 2021 letter Mr. Parr, HNA Engineering, PLLC is submitting this letter on behalf of the Hood Creek Soils Co., LLC, as a follow-up to the comments received from your office, dated July 21, 2021. Your comments are listed below with our corresponding response directly below each. 1. Please clearly indicate and label on the map the mine permit boundary. This mine permit boundary also needs to match the requested permitted acreage on pg. 1 of the mine permit application. The mine permit boundary is outlined as the orange, dashed line, labelled as Limits of Disturbance (LOD). We have added to the legend, Limits of Disturbance & Mine permit boundary. We also adjusted the mine permit boundary to include the new facility entrance/access from Hoods Creek Road and reduced the overall footprint to avoid any impacts to the blue line stream, identified by Caldwell County's GIS system. 2. Please clarify the acreage request between permitted acres and affected acres. The total property is approximately 84 acres. The area that we are seeking a mine permit for has been reduced from the previously requested 25.1 acres to 24.0 acres, as shown within the orange, dashed line limits. The affected acres would be within, and the same as, the mine permit limits. 205 Walnut Street, Statesville, NC 28677 P: 704.464.6800 irkAAO ENGINEERING PLLC INNOVATIVE WASTE SOLUTIONS 3. Please clearly indicate and label on the mine map the buffer to the mine permit boundary. The 25-foot property buffer, 50-foot stream buffer and 300-foot structure buffer are all shown on the maps. We have added some additional notes to clarify these better. Our intent with this mining operation was not to maximize the use of the entire property but to provide sufficient, undisturbed buffers from any residences (north and east side) and to have any disturbed areas and the associated stormwater flowing to the south and west where we could manage stormwater in a more effective manner. The mine permit boundary has greater than the minimum buffer required on all sides. 4. Please clearly indicate and label on the mine map the location of the fuel tanks as identified in the mine permit application. We anticipate having (1) one, 500-gallon diesel fuel tank on -site that will be relocated as the operation moves to new areas. We have added the proposed, initial location to Sheet 5 of 12, at the upper most point of the main access road and the proposed final location to Sheet 7 of 12, in the main operating area. The initial fuel tank location may start lower on the site, depending on accessibility, and will eventually be moved to the locations as shown. 5. Please provide calculations for Erosion and Sediment Control (E&SC) measures. These calculations should provide information on basins, traps, ditch lines, pipes, conveyance systems, etc. for each drainage area. Calculations have been updated and provided for each US measure and are attached to this letter. Our revised plan includes (4) sediment basins, (10) stormwater conveyance channels, (5) culverts, sediment fence and diversion berms. These features will be installed as the mining area moves into different areas and prior to disturbance within those areas. Sediment Basin 1 (SB-1) is existing from the previous land disturbance operation and will be upgraded to meet the sizing requirements when disturbance activities occur in that drainage area. The outfall discharge for this existing basin may also require additional upgrades and is believed to be using the roadside ditch for drainage currently. Hood Creek Soils Co. July 21 Letter Responses January 19, 2022 irkAAO ENGINEERING PLLC INNOVATIVE WASTE SOLUTIONS 6. Please show all E&SC measures on the mine map including diversion ditrches to direct surface flow to basins. E&SC features are shown in detail on Sheet 5 of 12, along with Tables for each feature. Diversion berms have been added and labelled near each of the (4) sediment basins. Culverts have also been added to direct flows under the access roads and into these basins. 7. Please provide construction drawings and maintenance requirements for all E&SC measures including but not limited to silt fence, construction entrance, stilling basins, energy dissipators, etc. Construction details and maintenance requirements are shown on Sheets 11 and 12 with seeding schedule on Sheet 10. 8. Please provide a reclamation map that clearly shows the post mining use of the site. This map should reflect contours at the site post mining. Items in section D of the mine permit application in italics should also be included on the reclamation map. The Reclamation Map shown on Sheet 9 has been revised for reforestation as the primary reclamation activity and includes the proposed final grade contours. Plans for hiking/biking trails may be added at a later date if the City of Lenoir or Caldwell County are interested in developing additional park areas. At this time our reclamation plans are to return the site to a natural state by reforestation and establishing native vegetation in areas that have been disturbed. 9. Please provide construction detail for the hiking trail shown on the reclamation map. This would include E&SC measures, stabilization, etc. The hiking trail has been eliminated at this time. 10. Please provide cross sections of excavations and cross sections of reclamation area. Cross sections are included on Sheet 8 of 12. Hood Creek Soils Co. July 21 Letter Responses January 19, 2022 HN ENGINEERING PLLC INNOVATIVE WASTE SOLUTIONS 11. Please provide proof of application for the NCG02 permit. The NOI for this permit has been prepared and submitted on January 19, 2022. The application forms for the NOI are included as proof with this submittal package. 12. Please clearly indicate and label on the mine map the road access from Bryant Road. Road access onto Bryant Road has been blocked and will no longer be used for access. The new facility entrance will be on Hoods Creek Road as permitted by the NCDOT #D112-014-21-00002. The former access road onto Bryant Road has been added to Sheet 3 of 12 for reference only. 13. Please clarify the use of explosives at this site. It was indicated that the materials mined are soil and rock, specifically clay liner for a nearby landfill with a proposed depth of 20 feet. We have included a sample blasting plan, for blasting of rock to achieve the proposed base grades and to produce rock materials for use on and off -site. To simplify the overall grading design plans, we have shown final base grades at approximate Elevation 1160 with 2:1 maximum slopes on the north, west and east sides. Our plan remains the same for the primary purpose of mining the site for clay liner materials. The 20-foot depth is approximate and will follow existing grades on a maximum 2:1 slope. Total estimated depth from original grade to design bottom elevation will be approximately 75-feet. There will be no "pit" created as part of this mining operation. 14. Please provide a proposed estimated life of the mine as seen on pg. 4 and pg. 14 of the mine permit application. This estimate is used for calculating the reclamation surety. We are estimating the removal of 300,000 cubic yards of material annually and have estimated the volume of material to be removed from within the Mining Permit Limits to be a total of 1,200,000 cubic yards. This would equate to approximately 4 years of full scale, daily operations. Our timing for construction projects will be primarily driven by the construction events at the nearby landfill which we anticipate will be every 2 to 3 years. Active life of this facility is anticipated to be approximately 8-12 years based on the off -site landfill requirements for soils. Hood Creek Soils Co. July 21 Letter Responses January 19, 2022 HN ` ENGINEERING PLLC INNOVATIVE WASTE SOLUTIONS 15. Basin 2 in Area 4 appears that it may be located on top of a blueline stream according to Caldwell County GIS. Impact to a blueline stream would require 401/404 certification. Please provide a delineationor Jurisdictional Determination to clarify whether this basin will impact a blue line stream. We have added this blueline stream to our drawings from the Caldwell County GIS and have adjusted the limits of disturbance to avoid any impacts to this stream. We will contract a wetland/stream consultant to verify and confirm any streams/wetlands located on the property and within our proposed mining limits of disturbance prior to operations within each Drainage Area. Basin 2 is now labelled Sediment Basin 4 and has been moved to the east of this stream location and outside of the 50-foot stream buffer limits. We appreciate your time in reviewing and commenting oo these documents and if you have any questions or require additional information, please let us know. We look forward to working with you on completing this permitting project. Sincerely, Raymond Hoffman, P.E. President - HNA Engineering, PLLC Cc: Dan Wall - Hood Creek Soils Co., LLC Chris Anderson - Hood Creek Soils Co., LLC Hood Creek Soils Co. July 21 Letter Responses January 19, 2022