The URL can be used to link to this page

Home My WebLink About20240164 Ver 1_Shoreline Stabilization_20240108ROY COOPER covernor MICHAELS.REGAN Secretary S. DANIEL SMITH Director NORTH CAROLINA Environmental Quality State of North Carolina Department of Environment Quality Division of Water Resources 15A NCAC 021-I .0500 —Water Quality Certification, Shoreline Stabilization Shoreline Stabilization Application Form FORM: SSGP 09-2020 Three copies of the application (including attachments) and the application fee should be sent to: If sending via US Postal Service Paul Wojoski DWR-401 & Buffer Permitting Branch 1617 Mail Service Center Raleigh, NC 27699-1617 If sending via delivery service (UPS, FedEx, etc.) Paul Wojoski DWR-401 & Buffer Permitting Branch 512 N. Salisbury Street Raleigh, NC 27604 NOTE: Before submitting this form, please ensure you have submitted the Pre -Filing Meeting Request Form as we will not be able to accept your application without this important first step. The Pre -Filing Meeting Request Form is used in accordance with 40 C.F.R. Section 121.4(a) which states "At least 30 days prior to submitting a certification request, the project proponent shall request a pre -filing meeting with the certifying agency." In accordance with 40 C.F.R. Section 121.5(b)(7), and (c)(5), all certification requests must include documentation that a pre -filing meeting request was submitted to the certifying authority -at least 30 days prior to -submitting the -certification request. Click here to read more information on when this form is needed prior to application submission or here to view the form. Date of Pre -filing DWR ID # �� (required) A. Applicant Information [15A NCAC 02H .0502(a1i 1. Owner Information (if applicable) Name: Ricky & Patricia Lanier Mailing Address: 10461 Linwood Southmont Rd. Lexington, NC 27292 RECEIVED JAN DEQ-WATER RFRrw^^-^ 401 & BUFFER PG Telephone Number: 336/798-7700 Fax Number: E-mail Address: 7thheaven@windstream.net D_E Q North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh. North Carolina 27699-1617 919.707.9000 2. Agent/ Contact Person Information A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signed this application form. (A form can be downloaded here: http://www.saw.usace.army.mil/Portals/59/docs/regulatory/regdocs/Permits/SAMPLE AGENT AUTHORIZ ATION FORM.pdf) Name: N/A Company Affiliation: Mailing Address: Telephone Number: E-mail Address: B. Project Information 1`15A NCAC 02H .0502(a) & (b)j Fax Number: 1. Attach 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. 2. Provide a detailed site plan showing property boundaries and proposed locations of vegetation clearing, buildings, retaining walls, docks, impervious surfaces, rip rap, excavation or dredging below Full Pond/ Normal Water Level elevations, and construction access corridors. You may use the diagram provided at the end of this application form. 3. Attach a photograph of the shoreline/ buffer proposed to be stabilized. (Include a scale of some wort a yardstick,shovel-handle,etc_) 4. Location of the property (where work is to be conducted) County: Davidson Nearest Town: Lexington Lake/ river/ ocean adjacent to property: High Rock Lake Property size (acres): 2.24 acres Subdivision name or site address (include phase/lot number): 10461 Linwood Southmont Rd., Lexington, NC Directions to site - please include road names and numbers, landmarks, etc.: 1-85 to Lexington exit for NC Hwy 8, go south on NC Hwy 8, R on Linwood - Latitude (in decimal degrees) 35.41.2790 Longitude (decimal degrees) 80.17.5783 5. Describe the existing land use or condition of the site at the time of this application FORM: SSGP 09-2020 Page 2 of 6 (residential, undeveloped, etc.): Single-family residential community 6, Describe proposed work (include discussion as to how hardening of shoreline has been avoided, or why it is necessary): To stabilize an eroding shoreline and protect it from further erosion. 7. Will work be conducted from land? ® From water? ❑ 8. Total amount of impacts below the normal pool lake level / Normal Water Level Permanent impacts (including all excavation, backfill, rip rap, retaining walls, etc.) in square feet: Temporary impacts in square feet: 9. Total amount of impacts above the normal pool lake level / Normal Water Level and 50 feet land -ward Permanent impacts (including back fill, excavation, rip rap, retaining walls, etc.) in square feet: 1580 Sq. Ft. Temporary impacts (temporary clearing, construction corridor) in square feet: 10. 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): 10 to 12 trees will be removed in order to complete the stabilization project. 11. Signature Hd .• .• .. .- .. - ..... �gj;Fd U9111 ISIIIIAIII• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief • 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 LX" W. January 2, 2024 Owner/Agent's Signature* 1`15A NCAC 02H .0502(f)1 Date 'Agent's signature is valid only if an authorization letter from the owner is provided. FORM: SSGP 09-2020 Page 3 of 6 12. Please approximately sketch the following information on this plan and provide dimensions for each item: a. All proposed vegetation clearing b. Location of rip rap or fill to be placed above the Full Pond/ Normal Water Level elevation c. Location of rip rap or fill to be placed below the Full Pond/ Normal Water Level elevation d. Location of any proposed structures such as buildings, retaining walls, docks, etc. e. Location of any excavation or dredging below the Full Pond/ Normal Water Level elevation FORM: SSGP 09-2020 Page 4 of 6 4 Full Pond/ Normal Water Level Shoreline Plan View Lake (At Full Pond/ Normal Water Level) i Lake ' IA«wwuanwwem11 Existing Dock 30kr7h t I 3R.150h Full Pond/ Normal Water Level edv+ M ww 2%.150R 9Vaneld.d •ff m E AMP E Plan View FORM: SSGP 09-2020 Page 5 of 6 a� a� J Lake (At Full Pond/ Normal Water Level) 4a L . - • 0.. Z- 0 Side View U- FORM: SSGP 09-2020 Page 6 of 6 NCDEQ 401 WATER QUALITY CERTIFICATION SHORELINE IMPACT AREA CALCULATIONS APPLICANT: Ricky & Patricia Lanier 10461 Linwood Southmont Rd., Lexington, NC STABILIZATION IMPACT AREA CALCULATIONS The attached shoreline site plan shows 150 LF of proposed shoreline stabilization measures. Details 3 & 4 indicate a proposed shoreline slope that is graded at 2:1 and reflects the estimated normal pool level and the estimated height of the subject shoreline above the normal pool level. Calculation 1— Impact Area Below Normal Pool Level (Item Son NCDEQ Form SSGP 09- 2020) Area of Impact = Shoreline Length x Depth* x Slope _ (150) x (2') x (2) = 600 sq.ft. *For this calculation, an average water depth of 1 ft. has been assumed. This will produce a conservative overestimate of the stabilization impact area. Calculation 2 —Impact Area Above the Normal Pool Level (Item 9 on NCDEQ Form SSGP 09- 2020) Permanent Impact From Shoreline Stabilization Measures Height of Bank Above Normal Pool Varies Across the Shoreline Estimate 20 LF of Shoreline = 3 ft. Above Normal Pool Estimate 90 LF of Shoreline = 5 ft. Above Normal Pool Estimate 40 LF of Shoreline = 7 ft. Above Normal Pool Area of Impact = Length x Height x Slope = (20' x 3' x 2) + (90' x 5' x 2) + (40' x 7' x 2) = 120 + 900 + 560 = 1580 sq. ft. Impact From Construction Above Shoreline Stabilization Assume 5 ft. Wide Zone Area of Impact = 150 x 5 ft. = 750 sq. ft. Total Area of Impact Above Normal Pool Level = 2330 sq. ft. It.-AKE D WOOD r M-1Z CK) gee NCO), SCALE 1'= 40' qo .I f 5i�acuz�xi'ionl. QED `�`rA-IL Cbmcizei MdAT FAMP ,�— Rip F-AP SITE MAP - RICKIE LANIER 10461 LINWOOD-SOUTHMONT ROAD VEGETATION AND EROSION CONTROL FABRIC TYPICAL CONDITIONS 36" TO 72" ERODED CUT WAVE EXPOSURE LOCATION: RESERVOIR: NG GRADE LAKE BOTTOM - - PROJECT: SHORELINE STABILIZATION PROGRAM PHASE I SITE EVALUATION YADKIN, INC. - BADIN, NORTH CAROLINA DRAWING TITLE: MODERATE RIP RAP STABILIZATION 3 VEGETATE DISTURBED AREA ABOVE SLOPE VEGETATION AND EROSION CONTROL FABRIC EXISTING GRADE 2 alJ \ O \ o \ CLASS 2 RIP RAP \ 1 1-� I I 2 I EROSION CONTROL FABRIC---'W"- TYPICAL CONDITIONS/\�//�\/LAKE Bp�pM GREATER THAN 6 OF ERODED CUT WAVE EXPOSURE FOR: LOCATION: RESERVOIR: PROJECT: SHORELINE STABILIZATION PROGRAM PHASE I SITE EVALUATION YADKIN, INC. - BADIN, NORTH CAROLINA DRAWING TITLE: DETAIL SEVERE RIP RAP STABILIZATION 4 I 4rV A 14" 1 ��-��/// lff , �,s. .� • .14. .nip "� -� i, J ` tv bing maps 10461 Linwood.5outhmont Rd, Lexington, NC 27292 Location: 35.6910661,-80.2995683 Captain Ponytail.\�, J C f Guide Service. � ' O ATERSHIP;DOWNS` / Il' - - .. 10461 Linwood ° Southmont Rd, Lexington, NC 27292 i i /FEEZOR e \ o 02023TomTom, 00pwSb9ef�ap ^