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Home My WebLink About20241018 Ver 1_Shoreline Stabilization_20240730ROY COOPER Governor MICHAEL S. REGAN Secretary S. DANIEL SMITH Director NORTH CAROLINA State of North Carolina Environmental Quality Department of Environment Quality Division of Water Resources 15A NCAC 02H .0500 —Water Quality Certification, Shoreline Stabilization Shoreline Stabilization Application Form FORM: SSGP09.2020 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. Attach documentation `W—Pre-Filing klaetrng Request to this application. Date of Pre -filing Meetinl,R!'que-hc,,J___/ (required) DWR ID q Version �_ (if applicable) A. Applicant Information [15A NCAC 02H .0502la)] 1. Owner Information Name: William E. Sugg Mailing Address Telephone Number: E-mail Address: 10000 Berkeley Forest Lane Charlotte, NC 28277 704-608-7379 Fax Number: wsugg@laurelwealth com North Carolina Department of Environmental Quality I Divlsion of Water Resources 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh. North Carolina 27699-1617 weir- n+a� 919,7079000 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.odf) Name: N/A Company Affiliation: Mailing Address: Telephone Number: Fax Number: E-mail Address: B. Project Information 115A NCAC 02H .0502(a) & (b) 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 sort- a yard stick, shovel handle, etc.) 4. Location of the property (where work is to be conducted) County: Montgomery Nearest Town: New London Lake/ river/ ocean adjacent to property: Badin Lake Property size (acres): 0.89 acres Subdivision name or site address (include phase/lot number): Lot 81 Heron Bay Directions to site - please include road names and numbers, landmarks, etc.: NC Hwy 49 to Badin Lake Road R on Uwharrie Point Parkway. R on Raven Ridge, R on Pearly Bay Dr.. R on Mallard Dr R on Badin View Dr., house is on the left, 305 Badin View Dr. Latitude (in decimal degrees) 35.28.1151 Longitude (decimal degrees) 80.07.1921 S. Describe the existing land use or condition of the site at the time of this application (residential, undeveloped, etc.): developed lot in subdivision development FORM: SSGP 09-2020 Page 2 of 6 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, backflll, rip rap, retaining walls, etc.) in square feet: Temporary impacts in square feet: None 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: 638 sq. ft. Temporary impacts (temporary clearing, construction corridor) in square feet: 780 sq. ft. 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): 6 to 8 trees of varied species and condition will be removed to complete the shoreline stabilization. 11. Signature By signing below, I, as the project proponent, certify to the following: • 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 Owner/Agent's Signature' F15A NCAC 02H .0502(f)] Date 'Agent's signature is valid only if an authorization letter from the owner is provided. 12. Please approximately sketch the following information on this plan and provide dimensionsfor each item: a. All proposed vegetation clearing FORM: SSGP 09-2020 Page 3 of 6 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 La ke (At Full Pond/ Normal Water Level) Full Pond/ Normal Water Level e77�� Shoreline Plan View FORM: SSGP 09-2020 Page 4 of 6 Lake W r.0 FvNwmx Wau. tw.p Nsting Omk OM1. nt 3N.mk 1 T y L- &Iqi NIt pang NW1 Full Pond/ Normal Water LwelF vn �'$hore�ne Riprap �.� nnws mlpvwxm ]K.ISO M1. eCdaoiul tlnary 'i�nxew.ry E AMPLE Plan View FORM: SSGP 09-2020 Page 5 of 6 3 ft. below full pond water level 4 ft. above full pond water level 2 ft. additional clearing -if necessary Existing bank 10 ft. bank Zi height OSQ QkOQ Side Vi �IEW FORM: SSGP 09-2020 Page 6 of 6 NCDEQ 401 WATER QUALITY CERTIFICATION SHORELINE IMPACT AREA CALCULATIONS APPLICANT: William E. Sugg Lot 81, Heron Bay STABILIZATION IMPACT AREA CALCULATIONS The attached shoreline site plan shows 156 LF of proposed shoreline stabilization measures. Detail 3 indicates 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 8 on NCDEQ Form SSGP 09-2020) Area of Impact = Shoreline Length x Depth* x Slope _ (156') x (1') x (2) = 312 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 35 LF of Shoreline = 1 ft. Above Normal Pool Estimate 100 LF of Shoreline = 2 ft. Above Normal Pool Estimate 21 LF of Shoreline = 4 ft. Above Normal Pool Area of Impact = Length x Height x Slope = ( 3 5' x 1' x 2) + (10 0' x 2' x 2) + ( 21' x 4' x 2 ) = 70 + 400 + 168 = 638 sq.ft. Impact From Construction Above Shoreline Stabilization Assume 5 ft. Wide Zone Area of Impact = 156' x 5 ft. = 780 sq.ft. Total Area of Impact Above Normal Pool Level = 1418 sq. ft. SCALE 1"=40' SITE MAP - WILLIAM E. SUGG CLASS 2 RIP RAP VEGETATION AND EROSION CONTROL FABRIC 1 2 EROSION CONTROL FABRIC TYPICAL CONDITIONS 36" TO 72" ERODED CUT WAVE EXPOSURE EXISTING GRADE I I I Varies 1-4ft. I LAKE BOTTOM r.". WILLIAM E. SUGG LOCATION: LOT 81, HERON BAY RESERVOIR: BADIN LAKE PROJECT: SHORELINE STABILIZATION PROGRAM PHASE I SITE EVALUATION YADKIN, INC. - BADIN, NORTH CAROLINA Assume 1 ft. DRAWING TITLE: DETAIL MODERATE RIP RAP STABILIZATION 3 b bing maps 305 Badin View Dr, New London, NC 28127 Location: 35.469893,-80,122056 w ,9 1 ---------------- •----------- -- --- --- — —---.... - -- -- l09 'TUCK--nTOWN PINL HAWN _Yadkin Rkw - 611 TNev 305 Badin View Dr, New London; NC 28127 LW)IN W0005 "ONDSONG PLACE Badin Lake, i>so ... isrmnuL�..a NCf.I H ISANON fi LAINL saooe locum E 2024 TomTom