25-WL-0885/202461322 - LPM OWNER LLC at 140 Q St. NE, Washington, DC 20002 has applied to 1) Remove an existing boat ramp, four mooring piles, and a finger pier; 2) Construct 35 linear feet of bulkhead at removed boat ramp that ties into existing bulkhead; and 3) Construct a 70-foot long by 6-foot wide pier within a maximum of 70 feet channelward of the mean high water line.  The purpose of this project is to improve navigable access and shoreline erosion control.  The proposed project is located within the tidal waters of Parish Creek at 4801 Woods Wharf Rd, Shady Side, MD 20764.  For more information, please contact Mel Throckmorton at mel.throckmorton@maryland.gov or at 410-375-2803.

24-WL-1016/25-WQC-0010/202461552 - HARTGE YACHT HARBOR at PO Box 165, Galesville, MD 20765,  has applied to: 1) Replace 1,470 linear feet of bulkhead within 18 inches of an existing bulkhead; 2) Remove two marine railways and construct 39 linear feet of new bulkhead, backfilling with 90 cubic yards of clean fill within a maximum of 20 feet channelward of the mean high water line; 3) Replace 381 linear feet of bulkhead within 18 inches channelward around an existing causeway; 4) Mechanically maintenance dredge a 399,565 square feet area and mechanically dredge a new 9,790 square foot area of marina basin to a depth of 7 feet at mean low water; 5) To deposit 20,500 cubic yards of dredged material on an approved upland disposal site located at 40 Turning Leaf Ln, Tracys Landing, MD 20779 and/or 370 Deale Rd, Deale, MD 20751, and to provide for periodic maintenance dredging for six years; 6) Reconfigure a marina by removing existing piers, covered slip areas, and associated structures and perform the following: a) Pier A - Construct a 202 foot-long by 13-foot wide boardwalk over a causeway with a 90-foot long by 13-foot wide fixed pier, a 10-foot by 48.5 foot “L” shaped platform, five 36-foot long by 4-foot wide finger piers, and twelve mooring piles all within a maximum of 201 feet channelward of the mean high water line; b) Pier B - Construct a 273-foot long by 8-foot wide floating pier with a gangway,  a 35-foot long by 6-foot wide platform, a 48-foot long by 6-foot wide platform, seven 35-foot long by 3-foot wide finger piers, seven 40-foot long by 4-foot wide finger piers, and thirty mooring piles, all within a maximum of 275 feet channelward of the mean high water line; c) Pier C - Construct a 316-foot long by 8-foot wide floating pier with a gangway, a 103-foot by 8-foot “T” shaped platform, eight 45-foot long by 5-foot wide finger piers, four 40-foot long by 4-foot wide finger piers, two 50-foot long by 5-foot wide finger piers, and forty-four mooring piles all within a maximum of 333 feet channelward of the mean high water line; d) Pier D – Construct a 495.5-foot long by 8-foot wide floating main pier with a gangway, two 161-foot long by 8-foot wide piers, a 118-foot long by 8-foot wide “T” shaped platform, a 102-foot long by 8-foot wide “T” shaped platform, a 50-foot by 8-foot “T” shaped platform, five 35-foot long by 5-foot wide finger piers, six 50-foot long by 5-foot wide finger piers, four 65-foot long by 5-foot wide finger piers, one 60-foot long by 5-foot wide finger pier, four 45-foot long by 5-foot wide finger piers, and emplace seventy-two mooring piles, all within a maximum of 433 feet channelward of the mean high water line;  e) Pier E – Construct a 303-foot long by 8-foot wide floating pier with a gangway, a 103-foot long by 8-foot wide “T” shaped platform, four 55-foot long by 5-foot wide finger piers, two 50-foot long by 5-foot long finger piers, three 40-foot long by 4-foot wide finger piers, two 35-foot long by 4-foot wide finger piers, and emplace thirty-three mooring piles within a maximum of 322 feet channelward of the mean high water line; f) Pier F – Construct a 320-foot long by 8-foot wide floating pier with a gangway, a 138-foot long by 8-foot wide “T” shaped platform, four 70-foot long by 5-foot wide finger piers, six 60-foot long by 5-foot wide finger piers, and emplace thirty-eight mooring piles all within a maximum of 333 channelward of the mean high water line; g) Pier G – Construct a 202-foot long by 8-foot wide floating pier with a gangway, a 151-foot long by 10-foot wide “T” shaped platform, one 72-foot long by 5-foot wide finger pier, one 72-foot long by 4-foot wide finger pier, three 58-foot long by 4-foot wide finger piers, three 62-foot long by 4-foot wide finger piers, and emplace forty-four mooring piles within a maximum of 212 feet channelward of the mean high water line; h) Pier H – Construct a 151-foot long by 8-foot wide floating pier with a gangway, a 82-foot long by 8-foot wide “T” shaped platform, six 45-foot long by 5-foot wide finger piers, and emplace twenty-four mooring piles within a maximum of 164 feet channelward of the mean high water line; 7) Replace-in-kind two travel lifts measuring 49-foot long by 26-foot wide and 60.5-foot long by 34-foot wide within a maximum of 60.5 feet channelward of the mean high water line; 8) Replace-in-kind a covered boathouse that is 250-foot long by 150-foot wide and ranges in height from 25 to 33 feet above mean low water and replace in-kind the existing fixed piers to floating piers. The purpose of this project is to stabilize shoreline erosion and improve navigable access. The proposed project is located within the tidal waters of the West River at 4883 Church Lane, Galesville, MD 20765. For more information, please contact Mel Throckmorton at mel.throckmorton@maryland.gov or at 410-375-2803.

25-WL-0122/202560178 - SHOREHAM BEACH CITIZENS ASSOCIATION INC & ALEC LEWIS, at PO Box 366, Mayo, MD 21106 and 3909 Bayside Dr, Edgewater, MD 21037 have applied to: 1) Nourish two areas totaling 874 square feet with 65 cubic yards of clean sand fill within a maximum of 12 feet channelward of the mean high water line; 2) Remove two existing timber groins [2 and 11A] 3) Replenish with stone three existing groins [4, 12, and 13]; 4) Reconstruct a 65-foot long by 3-foot wide stone groin [4A]; 5) Replace and replenish four existing groins [1A, 3, 5, and 11] with stone groins 75-foot long by 12-foot wide; 6) Replace two existing groins [3A and 8] with 60-foot long by 3-foot wide stone groins; 7) Replace groin [0] with an 80-foot long by 20-foot stone groin; and, 8) Replace Groin [10] with a 50-foot long by 3-foot wide stone groin. All work to occur within 80 feet channelward of the mean high water line. The purpose of this project is to control shoreline erosion.  The proposed project is located within the tidal waters of the Chesapeake Bay at Bayside Dr, Edgewater, MD 21037.  For more information, please contact Mel Throckmorton at mel.throckmorton@maryland.gov or at 410-375-2803.

25-WL-0108 / 202560163 - INSULATOR DRIVE LLC at 2525 Insulator Drive, Baltimore City has applied to: 1) Regrade an existing rubble rip rap and construct 604 linear feet of stone revetment within a maximum of 17.5 feet channelward of the mean high water line; 2) Construct 447 linear feet of timber bulkhead within a maximum of 18 inches channelward of an existing stone, rubble wall; 3) Construct a 44-foot long by 16-foot wide stone groin within a maximum of 35 feet channelward of the mean high water line and a 725 square foot soft boat launch within a maximum of 27.5 feet channelward of the mean high water line. The proposed project is located within the tidal waters of the Patapsco River at 2525 Insulator Dr, Baltimore, MD. The purpose of this project is to control shoreline erosion and provide navigable access. For more information, contact Willem Brown at Willem.Brown@Maryland.gov or 667-408-0139.

24-WL-1257 / 202461907 - BALTIMORE GAS & ELECTRIC, 1688 Leadenhall Street, Baltimore MD 21230 - has applied to reconductor(replace) an existing 230kV transmission line from the proposed Batavia Substation (Rosedale, 21237) to the Riverside Substation (Dundalk, 21222) in Baltimore County. The reconductoring(replacement) will have the following tidal crossing: 190 linear feet over Peach Orchard Cove, 491 linear feet, 213 linear feet, 489 linear feet and 482 linear feet over four sections of Bullneck Creek, and 658 linear feet over Back River. A yearly State lease fee will be assessed for the crossing. The purpose of this project is to increase electric capacity and reliability. A public information hearing for the proposed work is scheduled for June 3, 2025, at the Sollers Point Multi-Purpose Center Auditorium, 323 Sollers Point Rd, Dundalk MD 21222. There will be a poster session from 5:30 pm to 6:00 pm. The hearing will begin promptly at 6:00 pm. For more information and to request that the public hearing is held, please contact Matt Wallach at matthew.wallach@maryland.gov or at 410-207-0893.

25-WQC-0012 / 23-WL-1110 / 202361731 - GRACE CREEK FARM LLC AND RHONE & LISA RESCH, 415 Prince St Alexandria, VA 22314 & 23432 Berry Rd Bozman, MD 21612 have applied to construct a 269-linear foot low profile stone, sand containment sill; and fill and grade with 1,270 cubic yards of sand along 1,191 feet of eroding shoreline and plant with marsh vegetation extending a maximum of 31 feet channelward of mean high water line. Additionally, the applicant has applied to install 245 reef balls along 735 feet of eroding shoreline a maximum of 35 feet channelward of the mean high water line. The proposed project is within the tidal waters of Leadenham Creek located at 23472 & 23432 Berry Rd, Bozman, MD. The purpose of this project is shoreline erosion control. For more information, please contact Michaela Harrington at Michaela.harrington@maryland.gov or 410-537-41482.