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HomeMy WebLinkAboutSW1210503_Response To Comments_20210730July 28, 2021 Stormwater Permit No. SW 1210503 Hot Springs Microgrid Madison County, NC Plan Reviewer Jim Farkas DEMLR Stormwater Program 512 N Salisbury St, 6th floor Raleigh, NC 27604 Civil Engineering Jeff Ruppert SEI Engineering 39845 Matthews Lane Paonia, CO 81428 0 SEI Engineering Engineering a World Powered by Sotar Ent: ay EPC Contractor Jonathan Nicolosi United Renewable Energy 5895 Shiloh Road Suite 104 Alpharetta, GA 30005 In response to DEMLR correspondence on June 18, 2021: Stormwater Permit No. SW 1210503 ATTN: Jim Farkas Per the provided ground lease agreement, it appears as though the Permittee/Property Owner relationship may be better defined as "Lessee" rather than "Developer" Section III, lc). If this is a lessee relationship, you will need to provided documentation showing the legal relationship between Duke Energy Progress, LLC and the Permittee, United Renewable Energy, LLC.. Document provided by EPC Contractor and included in this submittal. 2. Please clarify the project area for this project (Section IV, 7). Per the Application, it appears as though the entire property area is being covered under this permit however, the plans appear to indicate the area to be permitted as a smaller subset of the total property area. You can use either the entire property area or an appropriate subset of the total property area/a user -defined area (such as a Limit of Disturbance, the area to be leased, etc...), it just needs to be consistent throughout the submission.. Project area to being evaluated is the Limits of Disturbance at approximately 15.8 acres total. 3. For projects with existing BUA you are allowed to exclude the existing BUA from project density calculations per 15A NCAC 02H .1003(1)(b) (Section IV, 8). BUA areas include only the area within the Limits of Disturbance. 39845 Mathews Lane Paonia, CO 81428 970-527-3920 1 info@seisolarpros.com I www.seisolarpros.com 4. Typically, low -density projects only have a single drainage area, the entire project area, however in situations where part of the project area drains to one classified surface water and the other portion of the project area drains to a different classified surface water (such as this project), then the low -density project would have two drainage areas that add up to the entire project area. Please revise Section IV, 9 & 10 to account for this.. Section IV, 9 & 10 have been updated with two drainage areas. As mentioned above, for low -density projects, the "drainage area" listed in the table in Section IV, 10 refers to the entire project area (or portion of the entire project area for projects that drain to multiple receiving waters). Due to this fact, there should not be an off -site component to the drainage area (since the drainage area corresponds to the project area).. Off -site drainage area has been removed. 6. Please include the existing BUA (if applicable) within the drainage area (project area) in the table in Section IV, 10. Not applicable. 7. The BUA associated with the proposed solar farm project should not be classified as "Future" BUA since this BUA is what is currently being permitted (Section IV, 10). "Future" BUA refers to BUA that will be built at some future time after the project to be permitted is complete (for example, a Phase 2). The proposed BUA should be broken down, as much as possible, into one of the predefined impervious area types and should correspond to the information in the plans. "Future" BUA incorrectly filled, has been removed. Since there are no off -site components to a low -density drainage area, the off -site impervious area determination is not required (Section IV, 11). Application has been updated to state "No off -site drainage area is being considered for post -construction." 9. Please complete and provide both a Supplement-EZ Form and an O&M Agreement Form (Section V & Section VI, 3). Both of these forms can be found at the following address: https:Hdeq.nc.gov/about/divisions/energy-mineral-land-resources/energy- mineral-land-permit-guidance/stormwater-bmp-manual. Solar farms have additional operation and maintenance requirements when compared to a "typical" low -density project. These requirements are outlined in Part E-6 of the Stormwater Design Manual and can be incorporated into the O&M Agreement Form via a "User Defined SCM" (see attached example from a different solar farm project). Both forms have been provided with this resubmittal. 10. Please provide a detailed narrative describing the stormwater treatment that will be used on this site (Section VI, 5). This is typically provided in a stormwater 39845 Mathews Lane Paonia, CO 81428 970-527-3920 1 info@seisolarpros.com I www.seisolarpros.com management report and would describe what is being done to meet the stormwater requirements (both low -density requirements and solar farm specific requirements) Please see sheet CO.1. 11. Please provide project density calculations for this project (Section VI, 7). Please see sheet C4.0 for project density calculations. 12. Please dimension the extents of the project area using bearings and distances in the main set of plans (Section VI, 8i). This is needed in order to determine the extent of the permit coverage area. Please see sheet C3.0 for bearing and distance of the limits of construction which was used to determine the project area of approximately 15.8 acres. 13. Please delineate the on -site wetlands in the main set of plans or provide a note in the plans that there are no wetlands located on -site (Section VI, 8m). Please also identify the individual that made this determination. There are no wetland on -site of the project per USACE Brandee C. Boggs. Supporting documentation submitted. 14. Please indicate the drainage area divide (differentiating between the portion of the project area that drains to the French Broad River and Spring Creek) for this project in the main set of plans (Section VI, 8o). Please see sheet C3.1 for drainage area divide. 15. Please provide the property deed for this property (Section VI, 10). Document provided by EPC Contractor and included in this submittal. 16. Please provide official documentation showing the title and position of Frankie Jenkins and that the Property Owner, Madison Manufacturing Company, is in good standing with the Secretary of State (Section VI, 11). Document provided by EPC Contractor and included in this submittal. 17. In order for the solar panel areas to be considered as pervious area, all of the items listed in Part E-6 of the Stormwater Design Manual must be met: E-6 recommendations have been added to the stormwater narrative. Please see sheet C0.1 a. Avoid Compaction of Soils — A note should be placed in the plans/sequence of construction indicating that subsoil compaction is to be minimized during & after construction. b. Disconnect Runoff — Please indicate in the plans that the disconnection length between rows of solar panels is sufficiently large (It appears as though it is). Since most of this site contains slopes that are steeper than 8%, you will need 39845 Mathews Lane Paonia, CO 81428 970-527-3920 1 info@seisolarpros.com I www.seisolarpros.com to provide some manner of maintaining sheet flow and for dissipating energy at the drip edge of each row of panels. c. Avoid Concentration of Stormwater — This appears to be met per the plans but should be discussed in the stormwater narrative. d. Minimize Use of Herbicides & Fertilizers — This will be covered in the O&M Agreement but can also be included on the plans. e. Plant Mix of Warm & Cool Season Grasses — Please ensure that the proposed grass contains a mixture of warm and cool season grasses. f. Limit Vertical Clearance to <= 10 Feet — Please indicate this on the plans. This can be shown on a solar panel detail. 18. Provide pdfs of all revisions, 2 hardcopies of revised plan sheets, 1 hardcopy of other documents, and a response to comments letter briefly describing how the comments have been addressed. a. a. Pdfs must be uploaded using the form at: https:Hedocs.deq.nc.gov/Forms/SW-Supplemental-Upload Very Respectfully, W ir?� ��— — Jeff Ruppert, P.E. Principal 39845 Mathews Lane Paonia, CO 81428 970-527-3920 1 info@seisolarpros.com I www.seisolarpros.com