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Home My WebLink About20221755 Ver 1_Shoreline Stabilization_20221214ROY COOPER Governor MICHAEL S. REGAN Secretary S. DANIEL SMITH ouector NORTH CAROLINA State of North Carolina Environmenta7Quallty 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 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. A Attach documentation of Date of Pre -filing Meeting DWR ID Request to this application /i (required) A. Applicant Information [15A NCAC 02H .0502(a)l 1. Owner Information (if applicable) Name: Bobbv & Sharon Grubb Mailing Address: Telephone Number: E-mail Address: 240 Foresail Road Salisbury, NC 28146 704-239-0896 Fax Number: erubbbobbv(cDemail.com RECEIVED DEC 1 4 P '��Q-yyATTf? RESOC��C�3 5UFFER1 PERMITTING D_E Q North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 1 1617 Mall Service Center I Raleigh. North Carolina 27699-1617 AiML 'P 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.armv 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 I15A NCAC 02H .0502(a) & (b)] 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 handle, etc.) 4. Location of the property (where work is to be conducted) County: Rowan Nearest Town: Salisbury Lake/ river/ ocean adjacent to property: High Rock Lake Property size (acres): 0.52 acres Subdivision name or site address (include phase/lot number): Lot 115, Anchor Downs Development Directions to site - please include road names and numbers, landmarks, etc.: 1-85 to Long Ferry Road exit, east on Long Ferry Road, R on Hedrick Lambe Dr R on Mainsail Rd.. L on Foresail Rd., lot is on right adjacent to applicant's house at 240 Foresail Rd. Latitude (in decimal degrees) 35.39.4492 Longitude (decimal degrees) 80.19.3821 5. Describe the existing land use or condition of the site at the time of this application (residential, undeveloped, etc.): Wooded 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: 250 sq. ft. 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: 750 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): Numerous trees of various size, species and condition will be removed to install the proposed shoreline stabilization measures. 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/A is Signature' [15A NCAC 02H .0502(f)1 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 dimensions for each item: a. All proposed vegetation clearing FORM: S5GP 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) Full Pond/ Normal Water Level Plan FORM: SSGP 09-2020 Page 4 of 6 Lake la1 nWI v.+dt".,.J wx., 1-1 Existing Dock FS0ft. l0 ' 3A.250N Full Pond/ Normal Water Level" aewwi w.4xwt •"`�hore7ine �y J. .��. min:ssoh RiPrap ,¢-p n.we rai oo^ xvn 3fl.x150h, .aawOm�<leering •IfnKluery E, AMPLE Plan View FORM: SSGP 09-2020 Page 5 of 6 910 9 @Bed OZOZ-60 d9SS:MOJ 74�� in apes, ig8laq Q gueq'1} Oi jueq 2ullslx3 I I I I /ueeaoau 8uueap leuorylPPepe ']; Z lanai ialem puod pb nl anoge'14 janal lalem puod pn} molaq .4 E NCDEQ 401 WATER QUALITY CERTIFICATION SHORELINE IMPACT AREA CALCULATIONS APPLICANT: Bobby & Sharon Grubb Lot 115, Anchor Downs STABILIZATION IMPACT AREA CALCULATIONS The attached shoreline site plan shows 125 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 _ (125') x (1') x (2) = 250 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 25 LF of Shoreline = 2 ft. Above Normal Pool Estimate 75 LF of Shoreline = 3 ft. Above Normal Pool Estimate 25 LF of Shoreline = 4 ft. Above Normal Pool Area of Impact = Length x Height x Slope = (25' x 2' x 2) + (75' x 3' x 2) + (25' x 4' x 2) = 100 + 450 + 200 = 750 sq. ft. Impact From Construction Above Shoreline Stabilization Assume 5 ft. Wide Zone Area of Impact = 125' x 5 ft. = 625 sq. ft. Total Area of Impact Above Normal Pool Level = 1375 sq. ft. .49!d, CAM 3nv-)S J 5yo-,q?acl 03Qm4) ,�. iosoaossso ON -497_11 SJ�<y !Ir, A N0IldZn18d1S dV2J d12J 31d2J340A N 11V13O I 31111 ONMVNO dNFIO�JVO Hl�JON `NIadB — 'ONI `NI>ICIV.l N0llvmvA3 3lIS 13SVHd AV2JOO?Jd N0LVZI�19ViS 3Nn3�J0HS -'103road 3AVl >100Z! HJIH :810MM38 SNMOG HOHONV'9�L 101 N0IlV0O1 ssenl l`J A9809 80A 3Nf1SOdX3 3AVM inn 0340a3 „ZL Ol „9£ SNOLLIGNOO l --WO1108 3, a - > awnssy --,---�OI88V3 lON1NOO NOISOb3 z I I � '4 v oy z I dVb d18 Z SSVl0 sau8A I o I _ o £ 3OV80 9NIlSIX3 ORIBV3 l0aNOO NOISO83 ONV NOIlV1303A .71 - ode- I .h f` ,'A. 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