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Home My WebLink About20240165 Ver 1_Shoreline Stabilization_20240119P RECEIVED J AN 1 9 2024 DEQ-WATER RESOURCES 401 & BUFFER PERMfiTINO State of North Carolina Department of Environment Quality Division of Water Resources 15A NCAC 02H .0500 —Water Quality Certification, Shoreline Stabilization FORM: SSGP 09-2020 Shoreline Stabilization Application Form Three copies of the application (including attachments) and the should be sent to: If sending via US Postal Service If sending via delivery service (UPS, FedEx, etc.) Paul Wojoski Paul Wojoski DWR-401 & Buffer Permitting Branch DWR-401 & Buffer Permitting Branch 1617 Mail Service Center 512 N. Salisbury Street Raleigh, NC 27699-1617 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 to read more information on when this form is needed prior to application submission or to view the form. Attach Date of Pre -filing Meeting DWR ID A. Applicant Information [ 1. Owner Information Request to this application. (required) (if applicable) Name: Joseph Morrow Mailing Address: 205 Piney Grove Point New London, NC 28127 Telephone Number: 678-699-7365 Fax Number: E-mail Address: JOEDEAC84@vahoo.com 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: Name: Company Affiliation: Mailing Address: Telephone Number: E-mail Address: B. Project Information [ 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-sort--a-yard-stick, shovel -hand 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): 4.16 acres Subdivision name or site address (include phase/lot number): Lot 27, Southpoint Section, Uwharrie Point, 2362 Southpoint Lane Directions to site - please include road names and numbers, landmarks, etc.: NC Hwy 49 to Badin Lake Road. R on Uwharrie Point Parkway, see Rate attendant for directions to property. Latitude (in decimal degrees) 35.27.0526 Longitude (decimal degrees) 80.06.1164 5. Describe the existing land use or condition of the site at the time of this application (residential, undeveloped, etc.): Undeveloped lot in residential subdivision 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, backfill, rip rap, retaining walls, etc.) in square feet: 676 sq. ft. 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: Temporary impacts (temporary clearing, construction corridor) in square teet: 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): Numerous trees 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 401 certification request within the applicable reasonable period of time /-Z-Z ) Date 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 dimensions for 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 Lake (At Full Pond/ Normal Water Level) II Pond/ Normal Water Level Shoreline FORM: SSGP 09-2020 Paee 4 of 6 e �I I I Lake I (At Full Pond/ Normal Water Level) fa i n3 I — c E o z U Side View Lake ,tNO%MINormlIVa., 4 11 xisting Dock 3on.3h 1 Pond/ Normal Wafer Level'S�+1��ov�fWl ponE/NWL Shorelinei...r <firssoh Yt�.' Belo rur. po a/rr si ..C'�c: ona�oeanoq Plan View FORM: SSGP 09-2020 Page 5 of 6 3 ft. below full pond water level 4 ft. above full pond water levelIf necessary•�„'� T I '0 ft. bank fight I Side vie I FORM: SSGP 09-2020 Paee 6 of 6 NCDEQ 401 WATER QUALITY CERTIFICATION SHORELINE IMPACT AREA CALCULATIONS APPLICANT: Joseph Morrow Lot 27, Southpoint Section, Uwharrie Point STABILIZATION IMPACT AREA CALCULATIONS The attached shoreline site plan shows 338 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 Norma[Pool Level (Item 8 on NCDEQ Form SSGP 09-2020) Area of Impact = Shoreline Length x Depth* x Slope _ (338') x (1') x (2) = 676 sq. ft. *For this calculation, an average water depth of 1 ft. has been assumed. This will produce a conservativeoverestimate oftKi stabilization impacEarea ---- 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 100 LF of Shoreline = 2 ft. Above Normal Pool Estimate 238 LF of Shoreline = 3 ft. Above Normal Pool Area of Impact = Lenatn x Height x Slope = (2' x 100' x 2) +(3' x 238' x 2) = 400 + 1428 = 1828 sq.ft. Impact From Construction Above Shoreline Stabilization Assume 5 ft. Wide Zone Area of Impact = 338' x S tt. = 1690 sq.ft. iotai Area of impact Above Normal Pool Level = 3518 sq. ft. o MAP a JOSEPH MORROW VEGETATION AND EROSION CONTROL FABRIC //�X// EXISTING GRADE I I CLASS 2 RIP RAP Varies 2to3ft. 1 I 2 I EROSION CONTROL FABRIC�� — Assume — — LAKE @pJTOM TYPICAL CONDITIONS 36" TO 72" ERODED CUT WAVE EXPOSURE FOR: JOSEPH MORROW LOCATION: LOT 27, SOUTHPOINT, UWHARRIE POINT HIGH ROCK LAKE RESERVOIR: PROJECT: SHORELINE STABILIZATION PROGRAM PHASE I SITE EVALUATION YADKIN, INC. - BADIN, NORTH CAROLINA DRAWING TITLE: DETAIL MODERATE RIP RAP STABILIZATION 3 rs. 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