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HomeMy WebLinkAbout20220148 Ver 1_More Info Received_20220512Strickland, Bev From: debbiew75@charter.net Sent: Thursday, May 12, 2022 10:45 PM To: Perry, John M; Hall, Bryan L; Luck, Cameron A Subject: [External] Bouchard Project, 235 Florida Ave., CB Attachments: Revised Bulkhead 5-12-22.pdf; dcm-mp2 REVISED 5-12-22.pdf CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. All, Attached is the revised bulkhead site plan showing new wall 2' waterward of the existing wall in front of the dwelling as well as a revised MP-2 Form. Let me know if you need anything else. Thank you, Debbie i Proposed Bulkhead ---z.. &' R N ni (o 0� Myrtle Grove Sound OL 0 rr w ant y y Bulkhead y � y e � ` Existing y �Y Escarpment ly V, Highground = I y y 2' I Ir V, y xistin \V NHW Bulkhead y S 0 V y Tie -back 0 Area CO 11 ' - 12' v y Marsh �, Wide { � � *Q y Proposed I i Bulkhead 1' Waterward of Existing P - CD v L I V NH Existin Robert & Su Lou Wellons 233 Florida Ave. Carolina Beach, NC 7-5, Tie -back Area Claude "CJ" Bouchard 235 Florida Ave. Carolina Beach, NC Dwelling -- 20'— Tie-back Area M 11 Claude "CS' Bouchard 235 Florida Ave. Carolina Beach, NC New Hanover County Drawn By: Debbie Wilson 10/2/21 Scale: 1" = 10' Sheet 3 of 5 Revised 5/12/22 = New Bulkhead 2' Waterward of Existing Authorized By CAMA GP #80304-D = Proposed Bulkhead Red = Proposed Bulkhead Numbers Lengths David & Sue Raynor 237 Florida Ave. Carolina Beach, NC Form DCM MP-2 EXCAVATION and FILL (Except for bridges and culverts) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet. Access Other Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding (NLW or Breakwater shoreline NWL) stabilization) Length Width Avg. Existing NA NA Depth Final Project NA NA Depth 1. EXCAVATION ®This section not applicable a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated. cubic yards. C. (i) Does the area to be excavated include coastal wetlands/marsh d. High -ground excavation in cubic yards. (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB OWL ❑None (ii) Describe the purpose of the excavation in these areas: 2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable a. Location of disposal area. b. Dimensions of disposal area. C. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance? ❑Yes ❑No ❑NA ❑Yes ❑No ❑NA (ii) If no, attach a letter granting permission from the owner. (ii) If yes, where? e. (i) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB OWL ❑None (ii) Describe the purpose of disposal in these areas: f. (i) Does the disposal include any area in the water? ❑Yes ❑No ❑NA (ii) If yes, how much water area is affected? 252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06 Form DCM MP-2 (Excavation and Fill, Page 2 of 2) 3. SHORELINE STABILIZATION ❑This section not applicable (If development is a wood groin, use MP-4 — Structures) a. Type of shoreline stabilization: ®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other: c. Average distance waterward o NHW r NWL: 2' e. Type of stabilization material: Vinyl Sheathing b. Length: 109' Width: 1' d. Maximum distance waterward o NHW r NWL: 2' f. (i) Has there been shoreline erosion during preceding 12 months? ❑Yes ®No DNA (ii) If yes, state amount of erosion and source of erosion amount information. g. Number of square feet of fill to be placed below water level. h. Type of fill material. Bulkhead backfill 125sq. ft. Riprap Clean sand from upland source. Breakwater/Sill Other i. Source of fill material. Upland source 4. OTHER FILL ACTIVITIES El This section not applicable (Excluding Shoreline Stabilization) a. (i) Will fill material be brought to the site? ®Yes ❑No DNA b. (i) Will fill material be placed in coastal wetlands/marsh (CW), If yes, (ii) Amount of material to be placed in the water 50 sa.ft. (iii) Dimensions of fill area 2'x 25' (iv) Purpose of fill Fill in front of dwelling to give sufficent room for tie -backs submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ®CW 50 sq.ft. ❑SAV ❑SB OWL ❑None (ii) Describe the purpose of the fill in these areas: Fill in front of dwellina to aive sufficent room for tie -backs 5. GENERAL a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline, controlled? backhoe, or hydraulic dredge)? Silt fence C. (i) Will navigational aids be required as a result of the project? ❑Yes ®No DNA (ii) If yes, explain what type and how they will be implemented. Pile driver, skid steer d. (i) Will wetlands be crossed in transporting equipment to project site? ❑Yes ®No DNA (ii) If yes, explain steps that will be taken to avoid or minimize environmental impacts. 10/2/21 Revised 5/12/22 Debbie Wilson, Agent for CJ Bouchard Date Applicant Name C. J. Bouchard 235 Florida Ave. Project Name Applicant Signature 252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/26/06