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HomeMy WebLinkAbout20221523 Ver 1_Shoreline Stabilization_20221102Shoreline Stabilization Application Form NORTH CAROLINA Environmental Quality 15A NCAC 02H .0500 — Water Quality Certification, Shoreline Stabilization FORM: SSGP 10-2013 DRAFT -NOT FOR USE AT THIS TIME Submission Form I. Applicant Information [15A NCAC 02H .0502(a)] Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all mandatory questions are answered. Primary Contact Email* ejoyner45@gmail.com Please provide an email address for payment and requests for more information here. Pre -Filing Meeting Date Request was 9/27/2022 submitted on: * Owner Information: Name: * Email: * Phone Number: Mailing Address: * Robert Evert rkevert@gmail.com (850)567-4951 (xxx)xxx-xxxx Street Address 545 Maclay Lane Address Line 2 City Tallahassee Postal / Zip Code 32312-3912 Is there an agent working on the project? * Yes No Project Information [15A NCAC 02H .0502(a) & (b)] State / Province / Region FL Country US Project Name: * Evert Bulkhead If your project has a formal name please use this. If your project does not have a formal name, please identify your project by the owner name and proposed activity (Jones Property Access Road, Smith Guest House, etc.) List in parentheses any other names that have been used to identify the project in the past. 1. Provide a vicinity map (i.e. street map) clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. * Upload File Look up address Property Address Lookup: * Latitude: * 35.127636 Street Address 218 Red Bird Circle Address Line 2 City State / Province / Region Lake Toxaway NC Postal / Zip Code Country 28747-8549 US Longitude: *-82.952294 2. Provide a detailed site plan showing property boundaries and proposed locations of vegetation clearing, structures (buildings, retaining walls, docks, impervious surfaces, etc.), rip rap, excavation or dredging below Full Pond/ Normal Water Level elevations, and construction access corridors. You may use the diagram under section 12.normal pool lake level/normal water level* 22-425 - 218 Red Bird Circle.pdf 2.43MB Please use the diagram at the link below: https://edocs.deq.nc.gov/WaterResources/0/edoc/616616/Shoreline%20Layout.docx 3. Attach a photograph of the shoreline/ buffer proposed to be stabilized. (Include a scale of some sort- a yard stick, shovel handle, etc.) Pictures of Shoreline- Failing Sea Wall.pdf 253.65KB 4. Location of the property (where work is to be conducted) Nearest Town: * Lake Toxaway County: * Transylvania Lake/ river/ ocean adjacent to Toxaway River (Lake Toxaway) property: Subdivisions name or site address: * Lake Toxaway Include phase/lot number Directions to site: * From Downtown Brevard: Head West on US-64 towards Toxaway for 16 miles, turn right onto W Club Blvd (Lake Toxaway) for 2.4 miles, turn right onto Red Bird Circle, Destination is on the left 218 Red Bird Circle. Please include road names and numbers, landmarks etc. 5. Describe the existing land use or condition of the site at the time of this application: * Single family residential home with maintained lawn and existing failing bulkhead (lake side retaining wall). Residential, undeveloped, etc. 6. Property Size 0.55 Acres 7. Describe proposed work (include discussion as to how hardening of shoreline has been avoided, or why it is necessary): Job site to be secured with construction fencing at open side boundaries The existing wood dock is to be removed Coffer Dam (precast concrete & waterproof liner) to be placed approximately 4 ft beyond the existing bulkhead/sea-wall, and 4 to 8 ft beyond at the two -side property boundaries. An excavator placed on the shore will be used. With coffer dam and waterproofing in place, the water is to be pump out with use of skimmer (Faircloth style) to draw from water surface. Water will be pumped back into the lake. Once the coffer dam basin has been drained and general water seal confirmed, the existing bulkhead/sea-wall is to be removed by an excavator With the existing bulkhead/sea-wall and any foundation removed, the area is to be excavated to 6-12" below bottom of new bulkhead. A non -woven filter fabric will be placed in the excavated trench, and 6- 12" of #57 stone base —6 ft wide is to be placed as the new foundation Pre -cast (Redi-Rock style) blocks ar to be placed by an excavator above the new stone foundation. All blocks to be leveled and plumbed. The top course of pre -cast block will stop —4" below the standard lake surface The final 3 ft of bulkhead wall will consist of natural boulders (500-1,500 lbs) and a natural stone cap The non -woven filter fabric will be layed against the exposed earthen bank and the new bulkhead wall will be backfilled with #57 stone The filter fabric will be cut off or layed under the stone cap top course A rip rap or river rock protection mat (attempt to re -use existing rock) will be placed on the lake floor at the base of the new bulkhead wall Water will be allowed to re -flood the work area the coffer dam is to be removed by the excavator A new dock is to be constructed of similar size as the existing All fencing is to be removed and the area above the new bulkhead wall is to be re -landscaped with natural rocks and indigenous vegetation. Grasses within the first 4 ft of the new wall are to be avoided Job Complete 8. How will the work be done? * From Land From Water 9. Total amount of disturbance below the normal pool lake level/ normal water level: * (including all clearing, back fill, excavation, rip rap, retaining walls, etc.) 435 square feet 10. Total amount of disturbance above the normal pool lake level/ normal water level and 50 feet land- ward: * (including all clearing, back fill, excavation, rip rap, retaining walls, etc.) 0 square feet 11. Please describe the vegetation above the normal pool lake level/ normal water level and 50 feet landward to be impacted:* (number of trees, for instance) Maintained lawn and garden landscape. Sketch: Pictures of Existing Landscape.pdf 238.37KB Application Fee: Once the application has been accepted. You will need to send a corresponding fee in with the appropriate DWR#. The application fee is as follows (pursuant to G.S. 143-215.3D): a $240.00 for impacts to lake (below normal water level) of less than 1 acre a $570.00 for impacts to lake (below normal water level) of greater or equal to 1 acre By digitally signing below, I certify that: a I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief a I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time. a I agree that submission of this Shoreline Stabilization online form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); a I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); a I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND o I intend to electronically sign and submit the Shoreline Stabilization online form. Full Name:* Emma Joyner Signature: Submittal Date: 11/2/2022 Initial Review Is this accepted into the review process?* Yes No Project Number: * 20221523 Version: * 1 Select Reviewer: * Amy Annino:eads\amannino Select Reviewing Office: Asheville Regional Office - (828) 296-4500 Has payment been received?* No Payment Needed Fee Received Need Fee - send electronic notification -.. N -.._. — ,.. LiW N O ELC J J p N N N �o z N Vi < cn CO C J y X J � 5 � Q� a= SNOIDONOO ONIISIXN-Sb- LbL8z DN`Sems u Owl- KD P!u ml z[£ aoamaaefdag I1nM vS - P-gP[InH W z � N IN N SNOdIONO3 OISOdON esS aXe7 p?H R1I ZL£LtrL8ZDN"Ca 1-m-jdag 08M 8mS- pwq-jInH , PQ 8.=oam t-- map^`=$ I lNq �m�w5m � S8 cR3ry a9 ' V Z � 8 g 8 @�� aB�EA e98E E 8 gm da TSB 8 � 8° m s Io Ug€ss L gL Yp se°i @ 9 $8w 3 a� �sw e60v gggxg6 t E @v C� pow ��7 �-1 im=- y `rF y `rF