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HomeMy WebLinkAbout20181589 Ver 2_401 Application_20190611CLearWaLer `, � I 1i C1earWater Environmental Consultants, Inc. June 10, 2019 wvvw.cwenv.com i-�l1S� Ms. Amanda Jones Ms. Karen Higgins V' �-- US Army Corps of Engineers NC Division of Water Resources v Asheville Regulatory Field Office 401 Permitting & Buffer Unit 151 Patton Avenue, Room 208 512 N. Salisbury Street, 9`h Floor Asheville, North Carolina 28801-2638 Raleigh, North Carolina 27604 $ PAID RE: Biltmore French Broad River and Swannanoa River Bank Stabilization Nationwide Permit 13 Permit Modification Request Water Quality Certification 4134 Buncombe County, North Carolina Dear Ms. Jones and Ms. Higgins, The attached Pre -Construction Notification (PCN) modification is being submitted on behalf of The Biltmore Company represented by Mr. Parker Andes. The project site is a +/- 2,485 acre parcel with a physical address of 1 Lodge Street, Asheville, North Carolina (35.56685, - 82.546343). The applicant was issued a Nationwide Permit 13 on May 17, 2019 for bank stabilization in four locations on the French Broad river and three locations on the Swannanoa River to prevent loss of property and for an emergency portage location for recreational water craft on the French Broad River. Approval of a 401 Water Quality Certification (GC 4134) was issued on February 8, 2019. It will be necessary to cross the Swannanoa River in order to access one of the permitted bank stabilization sites (Impact S9). The applicant is requesting a modification to the permit to include a new impact consisting of 30' of temporary stream bank impacts and construction access (Impact S 11) for the addition of a new access point from the right bank of the Swannanoa River. A revised plan sheet indicating the location of the proposed stream crossing is included in Attachment A (Sheet 8 of 12). Copies of this package have been sent to Zan Price of the Division of Water Resources Asheville Regional Office, Ms. Andrea Leslie of the NC Wildlife Resources Commission and Mr. Byron Hamstead of the US Fish and Wildlife Service. Please do not hesitate to contact me at 828-698-9800 if you have any questions or comments. Sincerely, Alea Tuttle, P.W.S. Biologist Copy Furnished: NC Division of Water Resources — Zan Price NC Wildlife Resources Commission — Andrea Leslie US Fish and Wildlife Resource Commission — Byron Hamstead 32 Clayton Street Asheville, NC 28801 828-698-9800 Tel / 61f'114W R. Clement Riddle, P.W.S Principal r- C� a =il ACCESS ACROSS THE RIVER BED IS NEEDED IN ORDER FOR EQUIPMENT TO REACH THE BASE III I U I ¢ Z OF THE NEAR -VERTICAL LEFT BANK. Z O MATERIALS WILL BE DELIVERED FROM WINERY ow ROAD ON THE LEFT BANK IN ORDER TO LIMIT 1 DISTURBANCE TO THE RIVER BED. UPON w COMPLETION OF IN -STREAM WORK, THE RIGHT �., " BANK WILL BE RESTORED TO IT'S PRE -PROJECT Q °° GRADES AND DISTURBED SOILS WILL BE d. SEEDED AND COVERED WITH EROSION CONTROL MATTING IN ACCORDANCE WITH THE DETAILS ON SHEETS 11 AND 12. , �4 Impact S 11 (30 LF) ACCESS FROM RIGHT BANK O o REMOVE STUMP BUT ACROSS RIVER ?J v o a PROTECT ALL OTHER TREES w CD � o 0 C N OA RIVER p � � � z z° gWANNAN O o w o �; to z Q FD w Z Y L J 2 w rn Q V y �s 7 COURSES GEOLII �, � z F w INSTALL SAFETY FENCE Impact t S9 60 LF zi a z AROUND WORKAREA; p ) LANE CLOSUREUJ y `tip w ,3 YOm m O J_ W m Z Co c DATE: JUNE 2019 SCALE: AS SHOWN LEGEND PLAN GEOLIFTS 0 60' 120' 180' SWANNANOA SHEET 8 OF 12 6" DIVERSION BERM AT TOP OF BANK 1.75" 1" 1.5" TOP OF BANK BRUSH MATTRESS STAKE 7 1— MIN. SEE DETAIL 2/10 LIVE CUTTINGS; SEE NOTE 5. EROSION CONTROL MATTING BOULDER TOE, MIN. 2' BRUSH MATTRESS STAKE MEDIAN AXIS BOULDERS 6, 17 BASE FLOW �__RIVERBED SECTION 2' MIN NATURAL FIBER TWI TOP OF MATT TOE OF BAN BOULDER TOED PLAN NOTES: T TYP T TYP LIVE CUTTINGS, SLIGHT CRISS-CROSS PATTERN, MIN. 15 STEMS PER SQUARE YARD 1. PLACE CUTTINGS ON FACE OF GRADED BANK, WITH BUTT ENDS REACHING TO BASE FLOW WATER SURFACE. 2. DRIVE STAKES HALFWAY INTO BANK BETWEEN CUTTINGS. WRAP TWINE AROUND STAKES AND OVER CUTTINGS TIGHTLY. DRIVE STAKES FURTHER TO TIGHTEN TWINE AND SECURE CUTTINGS TO SLOPE. 3. FILL VOIDS BETWEEN CUTTINGS WITH LOOSE TOPSOIL. SEED AND MULCH THE SURFACE. 4. INSTALL EROSION CONTROL MATTING OVER TOPSOIL, USING 18" LONG MATTING STAKES. 5. PLACE BOULDER TOE OVER END OF MATTRESS AND MATTING. 6. LIVE CUTTINGS SHALL BE DORMANT AT THE TIME OF INSTALLATION AND SHALL INCLUDE AT LEAST 3 OF THE FOLLOWING SPECIES: SILKY WILLOW, SIKLY DOGWOOD, NINEBARK, ELDERBERRY, BLACK WILLOW. rl_' BRUSH MATTRESS 10 NTS REMOVE ALL DEBRIS, SCARIFY SURFACE, PLACE TOPSOIL AND SEED/MULCH BEFORE PLACING MATTING a a a w Q � o Z O o cn a- Lv MATTING PLACED FLUSH WITH BANK SURFACE, LAP 0 ft� OVER DOWN STREAM / DOWN SLOPE SEAMS w 0 12" WOOD STAKE PLACED IN Q m 0 F 3'0.C. DIAMOND PATTERN t LIVE STAKE, 3' O.C. STREAM BED SECTION NOTES: 1. MATTING SHALL BE COIR FIBER, 780 G/Mz WITH NOMINAL 0.50 INCH OPENING SIZE. 2. SEE SHEET 11 FOR SEED MIXES. 3. LIVE STAKES SHALL BE DORMANT AT TIME OF INSTALLATION. SPECIES SHALL INCLUDE AT LEAST 3 OF THE FOLLOWING: SILKY DOGWOOD, SILKY WILLOW, NINEBARK, ELDERBERRY, BLACK WILLOW is ml. WOOD STAKE TOP CUT AT 15° AFTER INSTALL BUDS POINTED UPWARD, MIN. 3 BUDS ABOVE AND BELOW GRADE AFTER INSTALL 24" MIN. 1/2" TO 2" BASE CUT AT 45° LIVE STAKE DETAIL EROSION CONTROL MATTING/LIVE STAKES NTS Cl U) � o 501W 0 00 00 �zz w U b w o W 0 Y L LuJ w 01 Q V z Z O U z NLu F- H J H Z m(oZ) QWO w U W Lu Z 2 2 mJ0 W m Z Z) m DATE: OCT.2018 SCALE: AS SHOWN DETAILS SHEET 10 OF 11 ROAD/DRIVEWAY R=20' 12' MIN.. STEEL T -POST FILTER FABRIC WITH WIRE BACKING COMPACTED BACKFILL RUNOFF 8" 4" ROAD/DRIVEWAY a a w Q V) oZ O NOTES: zo V) 1. CONSTRUCTION ENTRANCE TO BE USED ATa > 9" MIN. THICKNESS LOCATIONS WHERE OFF-ROAD TRUCKS AND W CLASS A STONE EQUIPMENT LEAVE DISTURBED AREAS AND U N ENTER PAVED ROADS. w 0 2. LOCATIONS TO BE DETERMINED DURING Q m U CONSTRUCTION. , I ' S0' MIN. BIAXIAL GEOGRID i i 1 1 CONSTRUCTION ENTRANCE/EXIT ---1 11 NTS SECTION NOTES: 1. SILT FENCE SHALL BE PLACED ON STREAM SIDE OF ALL STOCKPILES. 2. SILT FENCE SHALL BE REMOVED UPON COMPLETION OF EARTHWORK. 8' MAX. CREEK SIDE STEEL T -POST T— — 18" MIN. 24" MIN. L FILTER FABRIC WITH PROFILE WIRE BACKING 2 SILT FENCE 11 NTS Permanent Seed Mix * - 30 Ib/acre Mulching: wheat or oat straw mulch applied at 1 bale/1,000 square feet Common Name Scientific Name Percentage Deer Tongue Panicum clandestinum 20 Big Bluestem Andropogon gerardii 20 Virginia Wildrye Elymus virginicus 20 Indiangrass Sorghastrum nutans 20 Switchgrass Panicum virgatum 20 * USE TURF TYPE TALL FESCUE BLEND TO SEED DISTURBED AREAS IN LAWNS BEYOND STREAM GRADING LIMITS. Temporary Seed Mix Application Dates Common Name Scientific Name Rate (Ib/acre) Applied Rate (Ib/acre) Applied N Separately w/ permanent Mix August 15 to May 1 Rye Grain Secale cereale 120 60 May 1 to August 15 Browntop Millet Panicum ramosum 40 20 r3 SEED MIXES 11 0 C/)cooo CUD) a iY 0000 U LU C-4 Q :a z z W j U p w o 2? z_ W Q Y (D co U z Z O 0 Z NLU HFF- m U) =) aW0 �WU Z 0 CO m�0 LU mz m DTE: OCT. 2018 SCALE: AS SHOWN DETAILS SHEET 11 OF 11 " CO ' Q N 0 C/)cooo CUD) a iY 0000 U LU C-4 Q :a z z W j U p w o 2? z_ W Q Y (D co U z Z O 0 Z NLU HFF- m U) =) aW0 �WU Z 0 CO m�0 LU mz m DTE: OCT. 2018 SCALE: AS SHOWN DETAILS SHEET 11 OF 11