Project A: Revetment Scale: 1 = 10 View from Above Floating Dock 3/7 Revision: Benchmarks 34 Locklies Creek Ebb Flood E. 18x8 Floating Dock Channelward of Vegetation 30 Class A1A Rip Rap MLW MHW 57 1 4 Bottom Width Salt Bush 36 1.5 2.5 E. B.H. 3.5 6.5 3 Eroding Bank @46 @16 @36 Concrete @0 @26 @6 54 10 MLW MHW Parking Area Cedar Applicant: Regent Point Marina, Inc. Proj. Address: 317 Regent Point Drive, Topping, VA County: Middlesex Proposed: Revetment, Pier Extensions, Breakwater Tax Map: 30 7 8A1 Waterway: Locklies Creek Agent: Michelle Meredith Date: February 10, 2011 Page: 1 of 5
Project A: Revetment Cross Sectional: Average 2:1 Slope Existing Grade Filter Cloth 4 2 H MLW MHW Applicant: Regent Point Marina, Inc. Proj. Address: 317 Regent Point Drive, Topping, VA County: Middlesex Proposed: Revetment, Pier Extensions, Breakwater Tax Map: 30 7 8A1 Waterway: Locklies Creek Agent: Michelle Meredith Date: February 10, 2011 Page: 2 of 5
Project B: Pier Extensions A Dock: 4 Additional Slips B Dock: 2 Additional Slips C Dock: 2 Additional Slips D Dock: 2 Additional Slips Total: 10 Additional Slips Locklies Creek Project B: Pier Extension Total after add. = 146.4 Total after add. = 212 Total after add. = 205.9 Total after add. = 163.9 3/7 Revision: MLW & MHW Flood Ebb Rappahannock River Project C: Breakwater MHW MLW Project A: Revetment MLW MHW Applicant: Regent Point Marina, Inc. Proj. Address: 317 Regent Point Drive, Topping, VA County: Middlesex Proposed: Revetment, Pier Extensions, Breakwater Tax Map: 30 7 8A1 Waterway: Locklies Creek Agent: Michelle Meredith Date: February 10, 2011 Page: 3 of 5
Project B: Pier Construction Pier constructed of 2x8 rough cut timber, 30 35 foot 10 inch butt pilings and 8 inch top pilings. Pilings are placed 8 foot on center and deck boards are dressed. A Dock: 15x40 Slip 15x40 Slip Materials: 1. Lumber to be salt treated 2. All screws, bolts and hardware to be galvanized. Project C: Breakwater 15x40 Slip 15x40 Slip 6x36 Dock Two 3x22 Finger Piers Two 3x40 Finger Piers Mooring Piling B, C, D Dock: 15x40 Slip 15x40 Slip 6x18 Dock Two 3x40 Finger Piers Rappahannock River Locklies Creek Applicant: Regent Point Marina, Inc. Proj. Address: 317 Regent Point Drive, Topping, VA County: Middlesex Proposed: Revetment, Pier Extensions, Breakwater Tax Map: 30 7 8A1 Waterway: Locklies Creek Agent: Michelle Meredith Date: February 10, 2011 Page: 4 of 5
Project C: Breakwater 20 72 Existing Pier & Timber Groin 144 3/7 Revision: Benchmarks Scale: 1 = 25 4 3 6 5 8 7 9 8 10 9 MHW MLW Build Breakwater 4 above MHW 20 MHW MLW Class A1 Base over Filter Cloth Class II and III Outer Layer Cross Sectional: 24 42 Base 8 14 Height with a 2/1 Slope Filter Cloth Note: Pier is the only structure within a 500 vicinity, therefore, benchmarks are from the pier MHW 10 MLW 6 View from Above: 144 Pier and Timber Groin 4 4 off the E. Groin Locklies Creek 4 4 24 Base 36 Base Rappahannock River 42 Base Applicant: Regent Point Marina, Inc. Proj. Address: 317 Regent Point Drive, Topping, VA County: Middlesex Proposed: Revetment, Pier Extensions, Breakwater Tax Map: 30 7 8A1 Waterway: Locklies Creek Agent: Michelle Meredith Date: February 10, 2011 Page: 5 of 5
Dawn Fleming From: Woodward, Jay (MRC) [Jay.Woodward@mrc.virginia.gov] Sent: Friday, April 01, 2011 10:35 AM To: htmpermits@aol.com; Howell, Beth (MRC); d.kretz@co.middlesex.va.us Cc: wagnerj12@aol.com; WETLANDS Subject: RE: Permit #11-0259 Attachments: IMG_0689.JPG Thank you Michelle. We will withdraw this portion of the project from out review of the application. Accordingly, VMRC will only be authorizing the additional pier and slips requested at this time and that portion of the the riprap revetment in the cove portion that will extend channelward of mean low water. The intertidal portion of the revetment will need to be authorized by the Middlesex Wetlands Board first, and it will be up to the Board if they do or don't want to regulate the new pier and slip additions (no direct wetland impacts, but a commercial project that could have indirect impacts to the shoreline from additional boat traffic, etc.). In addition, during my on-site, Mr. Wagner indicated a willingness to have the timber piles (see picture) removed from the shoreline adjacent to the floating dock, though this is not specifically shown in the drawings, and any piles that may extend beyond (west) of the proposed riprap. VMRC would not object to this, nor would we believe that this removal and "restoration" of the area, require formal Board authorization. Again, we would leave that to the Board's decision, but I feel that would only enhance the project, the site, provided there is no excavation of the substrate, merely cutting and removing the old piles that are exposed currently. All that said, per our policy, the State will not act on our portion of the project until the Wetlands Board acts on theirs. Have a good weekend...think SUN...SPRING!?? Jay Jay Woodward Environmental Engineer, Sr. Virginia Marine Resources Commission Habitat Management Division 2600 Washington Ave., 3rd Floor Newport News, VA 23607 (757)247-8032 From: htmpermits@aol.com [mailto:htmpermits@aol.com] Sent: Friday, April 01, 2011 9:52 AM To: Howell, Beth (MRC); Woodward, Jay (MRC); d.kretz@co.middlesex.va.us Cc: wagnerj12@aol.com Subject: Permit #11-0259 Good morning, In speaking to Mr. Wagner of Wagner Holdings, we have decided that it is best at this time to remove the Breakwater portion of his permit from the application. With the possibility of royalties and a design change, we feel that it may hold up the approval proceedings for the revetment and pier extentions. Mr. Wagner and I will pursue the breakwater portion with a new permit at a later date. If you have any questions or concerns about this removal, please do not hesitate to contact me at 804-370-9163. 1
Best regards, Michelle Meredith 2
Project A: Revetment Scale: 1 = 10 View from Above Floating Dock 3/7 Revision: Benchmarks 34 Locklies Creek Ebb Flood E. 18x8 Floating Dock Channelward of Vegetation 30 Class A1A Rip Rap 57 MLW MHW 1 4 Bottom Width Salt Bush 36 1.5 2.5 E. B.H. 3.5 6.5 3 Eroding Bank @46 @16 @36 Concrete @0 @26 @6 54 10 MLW MHW Parking Area Cedar Applicant: Regent Point Marina, Inc. Proj. Address: 317 Regent Point Drive, Topping, VA County: Middlesex Proposed: Revetment, Pier Extensions Tax Map: 30 7 8A1 Waterway: Locklies Creek Agent: Michelle Meredith Date: February 10, 2011 Page: 1 of 4
Project A: Revetment Cross Sectional: Average 2:1 Slope Existing Grade Filter Cloth 4 2 H MLW MHW Applicant: Regent Point Marina, Inc. Proj. Address: 317 Regent Point Drive, Topping, VA County: Middlesex Proposed: Revetment, Pier Extensions Tax Map: 30 7 8A1 Waterway: Locklies Creek Agent: Michelle Meredith Date: February 10, 2011 Page: 2 of 4
Project B: Pier Extensions A Dock: 4 Additional Slips B Dock: 2 Additional Slips C Dock: 2 Additional Slips D Dock: 2 Additional Slips Total: 10 Additional Slips Locklies Creek Project B: Pier Extension Total after add. = 146.4 Total after add. = 212 Total after add. = 205.9 Total after add. = 163.9 3/7 Revision: MLW & MHW Flood Ebb Rappahannock River MHW MLW Project A: Revetment Applicant: Regent Point Marina, Inc. Proj. Address: 317 Regent Point Drive, Topping, VA County: Middlesex Proposed: Revetment, Pier Extensions Tax Map: 30 7 8A1 Waterway: Locklies Creek Agent: Michelle Meredith Date: February 10, 2011 Page: 3 of 4
Project B: Pier Construction Pier constructed of 2x8 rough cut timber, 30-35 foot 10 inch butt pilings and 8 inch top pilings. Pilings are placed 8 foot on center and deck boards are dressed. A Dock: 15x40 Slip 15x40 Slip Materials: 1. Lumber to be salt treated 2. All screws, bolts and hardware to be galvanized. 15x40 Slip 15x40 Slip 6x36 Dock Two 3x22 Finger Piers Two 3x40 Finger Piers Mooring Piling B, C, D Dock: 15x40 Slip 15x40 Slip 6x18 Dock Two 3x40 Finger Piers Applicant: Regent Point Marina, Inc. Proj. Address: 317 Regent Point Drive, Topping, VA County: Middlesex Proposed: Revetment, Pier Extensions Tax Map: 30 7 8A1 Waterway: Locklies Creek Agent: Michelle Meredith Date: February 10, 2011 Page: 4 of 4