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HomeMy WebLinkAbout20201117 Ver 1_More Info Received_20201022it �'] Lana WE , -. • US Army Corps of Engineers Asheville Regulatory Field Office Attn: Mr. David Brown 151 Patton Avenue, Room 208 Asheville, North Carolina 28801-5006 October 22, 2020 NC DEQ Division of Water Resources Asheville Regional Office Attn: Ms. Kaylie Yankura 2090 U.S. 70 Highway Swannanoa, NC 28778 Re: City of Brevard: Gallimore Sewer 232 Cashiers Valley Road, Brevard, NC 28712 Corps Action I D: SAW-2020-00211 DWR# 20201117 Nationwide Permit 12 Request David/Kaylie, This package is in response to DWR's and WRC's requests for additional information transmitted in emails dated October 15, 2020. WRC/DWR requested items: 1. The lat longs you included for stream impacts are identical for S 1-S4 and S5-S8. Can you rectify this? Atlas response: Stream impacts S1 (CH 300): 35.224771 /-82.734835 S2 (CH 300): 35.226367 /-82.735439 S3 (CH 300): 35.226546 /-82.735514 S4 (CH 300): 35.226804 /-82.735575 S5 (CH 400): 35.225445 /-82.730285 S6 (CH 400): 35.226247 /-82.730761 S7 (CH 400): 35.227908 /-82.732000 S8 (CH 400): 35.228449 /-82.732370 2. Can you clarify how stream banks will be stabilized post -impact? There are several details provided that appear to contradict each other (e.g., on Sheet EC-7 — `riprap placement limits' show riprap between scour line and bottom of the bank, with matting and livestakes above, and `creek and ditch stabilization detail' shows riprap along entire bank and across the stream bed). We recommend sloping the banks and avoiding riprap entirely, using matting, seed, and livestakes. Atlas response: No rip rap will be placed below the ordinary high-water mark of any stream. Where possible banks will be sloped, seeded, matted, and live stakes will be planted per the attached typical. The only areas where rip rap may be used above the ordinary high-water mark will be if steep banks exist and conditions do not allow for sloping. Rip rap may have to be used if the banks ATLAS Environmental, Inc. 338 S. Sharon Amity Road, #411 Charlotte, North Carolina 28211 704-512-1206 (office) / 828-712-9205 (mobile) www.atlasenvi.com / Offices in Asheville and Charlotte it �'] Lana WE , -. • cannot be sloped to a stable condition based on existing site constraints. See the included live stake typical from NRCS that will be used. 3. Instead of riprap, we also recommend sloping, matting, and planting the area of bank that will have the manhole removed, if possible. Atlas response: As long as the bank is not too steep sloping, seeding, matting, and live stakes will be used where the manhole is removed. If there are site constraints, for example existing structures, that prevent the stream bank from being sloped to a stable condition rip rap will need to be used to prevent bank erosion. 4. The seeding schedules provided do not specify native seeding or live stakes: a. Permanent seeding includes tall fescue, KY bluegrass, and sericea lespedezea, all three of which are highly invasive. We recommend against using these in wetland and riparian areas. A native riparian seed mix should be used on stream banks, and a native wetland seed mix should be used in disturbed wetland areas. b. Please provide the detail for matting and live staking. Matting should be entirely biodegradable, with no plastic or nylon filament. Atlas response: A native riparian seed mix will be used on stream banks. A native wetland seed mix will be used in the disturbed wetland areas. We will use Ernst Seed site specific mixes for these areas. Please see the enclosed NRCS live stake typical and Atlas live stake and matting typicals. No plastic or nylon filament matting will be used along stream banks. Please see the enclosed construction typical drawings. This package should be what is necessary to complete your review of the NWP 12 request. Thank you for your attention to the enclosed request. Please contact me if you need any additional information. Best regards, je6 W 4f, d/& kz Jennifer L Robertson, President J Robertson (a)atlasenvi. co Digital Copy: Andrea Leslie, WRC ATLAS Environmental, Inc. 338 S. Sharon Amity Road, #411 Charlotte, North Carolina 28211 704-512-1206 (office) / 828-712-9205 (mobile) www.atlasenvi.com / Offices in Asheville and Charlotte STEP 1 Obtain willow or willow type adventitiously rootable stock. Material should be from an area with similar soil, climate, and location relative to the stream. The material shall be at least two years old and free of disease, rot, or insect infestation. Material shall be harvested while dormant and soaked (1 to 14 days) before installation. Note: A waterjet (hydrodrill) may be used to create the pilot hole in silt, loam, and some clay soils. It does not work well in large gravels and cobbles. STEP 2 Create a pilot hole that is perpendicular to the ground surface and deep enough to reach the lowest water table of the year. The hole shall be % to 3/4 the length of the live pole. Note: If pilot hole is made with a water jet (hydro drill), backfilling with water soil slurry may not be necessary. STEP 3 ealant I Tamp live poles into hole. Top of cutting shall be above competing vegetation. Back fill hole with water and soil mix to achieve good soil to stem contact. Space stakes in a 1 to 3 foot random pattern. Conceptual Plan - Not for Construction N.T.S. File Name J. Hoag Date DwPoiaa.g LIVE POLES Designed C. Hoag 01/07 V N RCS (Live Stakes) Drawn J. Renteria 01/07 Drawing Name LivePole Checked Natural Resources Conservation Service 05 31 07 United States Department of Agriculture Approved Sheet of RUN COIR ROLLS PARALLEL TO THE STREAMBANK o v o 0 TRIANGULAR LIVE STAKE SPACING STAGGERED I' — Y APART NOTES: 1. Harvest and plant live stakes during the dormant season 2. Livestakes should extend down into mid —summer water table J. Stagger live stakes and space them I' — 3' apart 4. Use a rigid steel pilot bar to prepare planting holes in firm soils 5. Soak live stakes for 24 hours prior to installation 6. After installing, tamp soil securely around the stake LIVE STAKES — PROFILE ONMENTAL 338 S. Sharon Amity Road #411 Charlotte, NC 28211 704-512-1206 www.atlasenvi.com TRENCH AND BURY EDGES OF COIR FABRIC WITH KEE `/-/N/SH (iKAUt /S ,SttUtU, AND COVERED WITH STRAW AND COIR MATTING Live Stakes and Coir Matting LIVESTAKE INSTALLED WITH 759 BURIED Scale: Not to Scale Sheet: 1 of 1 Construction Typical Live Stakes / Coir Matting Drawn By: *Conceptual Plan - Not For Construction