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Home My WebLink About20230915 Ver 1_Shoreline Stabilization_20230420ROY COOPER Governor MICHAEL S. REGAN Secretary S. DANIEL SMITH Director NORTH CAROLINA Environmental Quality Inc J U N 2 0 2023 DECMATER RESOURCES Sta%10MWEa gf,AMfrTINI3 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. Attach documentation of Pre fling Meet* g Request to this application. Date of Pre -filing Meeting Req e /� _/ (required) DWR ID # ,i'" Versi n (if applicable) A. Applicant Information [15A NCAC 02H .0502(a)1 1. Owner Information Name: Mark Caldwell Ritchie Mailing Address: 275 Driftwood Trail Salisbury, NC 28146 Telephone Number: 704-239-6000 Fax Number: E-mail Address: mritchiel@carolina.rr.com D EE Q North Carolina Department of Environmental Quality I Division of Water Resources ,ram' 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617 919.707.9000 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/dots/regulatory/regdocs/Permits/SAMPLE AGENT AUTHORIZ ATION FORM.pdf) Name: N/A Company Affiliation: Mailing Address: Telephone Number: E-mail Address: Fax Number: B. Project Information [15A 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: Rowan Nearest Town: Salisbury Lake/ river/ ocean adjacent to property: High Rock Lake Property size (acres): 18.74 acres Subdivision name or site address (include phase/lot number): 275 Driftwood Trail, Salisburv, NC Directions to site - please include road names and numbers, landmarks, etc.: 1-85 to Innes St. exit, east on Innes St., L on Stokes Ferry Rd., L on Providence Church Rd., R on Bringle Ferry Rd., L on Clark Rd., L on Driftwood Trail, first R at #275 gravel drive with gate, house is at end of drive. Latitude (in decimal degrees) 35.37.2858 Longitude (decimal degrees) 80.18.0398 5. Describe the existing land use or condition of the site at the time of this application (residential, undeveloped, etc.): Existing house on large wooded parcel 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: 480 so. 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: 310 sq. ft. Temporary impacts (temporary clearing, construction corridor) in square feet: 550 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): No trees will be removed to install the proposed shoreline stabilization. ------ 1I.—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 f3 L 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 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 FORM: SSGP 09-2020 Page 3 of 6 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 Full Pond/ Normal Water Level Shoreline Plan View Lake (At Full Pond/ Normal Water Level) Lake (At FLO Fond/ Normal Water level) Existing Dock 30ftx 7f[ 3ftx150ft Below fuel pond/ NWL Full Pond/ Normal + Water Level _ ® n ore'ine t. a 15oh Riprap _ A— full pond/NwL 2 ft. x 150 ft. _...ii...1._i,1 addi[ional ding • if necesury l EAMPLE Plan View f FORM: SSGP 09-2020 Page 4 of 6 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 Existing bank 10 ft. bank Side Vi FORM: SSGP 09-2020 Page 6 of 6 NCDEQ 401 WATER QUALITY CERTIFICATION SHORELINE IMPACT AREA CALCULATIONS APPLICANT: Mark Ritchie 275 Driftwood Trail, Salisbury, NC STABILIZATION IMPACT AREA CALCULATIONS The attached shoreline site plan shows 110 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. Detail 10 reflects that new rip rap should be placed against the face of the existing wood plank wall such that impacts are only on the bottom of the lake. Calculation 1— Impact Area Below Normal Pool Level (Item 8 on NCDEQ Form SSGP 09-2020) Stabilization on a graded slope: Area of Impact = Shoreline Length x Depth* x Slope _ (45') x (1') x (2) = 90 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. Stabilization at face of existing wood plank wall: Area of Impact = Shoreline Length x Height* x Slope _ (65') x (3') x (2) = 90 sq. ft. *For this calculation, a rip rap height of 3 ft. has been assumed on face of wall. 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 There will be no impact at the existing wood plank wall. Estimate 10 LF of Shoreline = 2 ft. Above Normal Pool Estimate 20 LF of Shoreline = 3 ft. Above Normal Pool Estimate 15 LF of Shoreline = 5 ft. Above Normal Pool Area of Impact = Length x Height x Slope = ( 10' x 2' x 2) + (2 0' x 3' x 2) + ( 15' x 5' x 2 ) = 40 + 120 + 150 = 310 sq. ft. Impact From Construction Above Shoreline Stabilization Assume 5 ft. Wide Zone Area of Impact = 110' x 5 ft. Total Area of Impact Above Normal Pool Level = 860 sq. ft. 646143 w5G� L- q5 LF ';T,4 i3h, ITWTI c*J ?eF- IDGTML, 3 s Coi'c- p k -P 50 T, 0050000003 ROCK- oti RITUVE NAM( 6461.42 Yluill(N sokL� fry qo SITE pl,AtJ - MAf-K F-FrWle to a VEGETATION AND EROSION CONTROL FABRIC 1� 3 r-%11 + lkI 1 ^M A - CLASS 2 RIP RAP EROSION CONTROL FA \x\Z4,/` LAKE BOTTOM - - TYPICAL CONDITIONS 36" TO 72" ERODED CUT WAVE EXPOSURE FOR: MARK RITCH I E LOCATION: 275 DRIFTWOOD TRAIL, SALISBURY, NC RESERVOIR: HIGH ROCK LAKE PROJECT: SHORELINE STABILIZATION PROGRAM PHASE I SITE EVALUATION YADKIN, INC. — BADIN, NORTH CAROLINA DRAWING TITLE: DETAIL MODERATE RIP RAP STABILIZATION 1 3 n EXISTING GRADE ABOVE WALL CLASS 2 RIP RAP EXISTING WALL 2 1 HT. OF RIP RAP ABOVE H.W.E. (3' MAX) HIGH WATER ELEV. (H.W.E.) �_ --- BOTToru EROSION CONTROL FABRIC UP WALL TO H.W.E. TYPICAL CONDITIONS 36" TO 72" EXISTING WALL WAVE EXPOSURE FOR: MARK RITCHIE LOCATION: 275 DRIFTWOOD TRAIL, SALISBURY, NC RESERVOIR: HIGH ROCK LAKE PROJECT: SHORELINE STABILIZATION PROGRAM PHASE I SITE EVALUATION YADKIN, INC. - BADIN, NORTH CAROLINA DRAWING TITLE: DETAIL RIP RAP STABILIZATION AT EXISTING WALL 1 10 https://www.google.com/maps/place/275+Driftwood+Trail,+Salisbury,+NC+28146/@35.646725rl, 80.3349529,14zldata=!4m6!3m5!1 sOx88538f13e9f49e3b:Ox356b912f13ec191a!8m2!3d35.6394824!4d-... 1/1 MARK RITCHIE 1385 LANE M RITCHIE IT WROS 505 TIMBERLANE TRAIL 99-716/1023 10007 SALISBURY, NC 28147 Z 7- Pay to the 6 Order of—��iC. rLQ r�lt(sr.�?►,iz.� f�TLa1 'kry$Z4C�t�)�, ollars o It - Advisors Payable Through Weiis Fargo Bank, NA, m 4 c.) For. �6--etIlY�7 J>Z b,'�2�"t� �"`��l ��lc✓`v� ,w 1: 10 2307 LG41: 909095656411' L3185