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issued_permits - Norfolk District - U.S. Army Powered By Docstoc
					DA Number            Project Name                      Applicant                      End Date
NAO-2011-00405-rhs   Project Cardinal                  Fred Ameen                     3-Oct-11
NAO-2011-01878-awa   VDOT 0693-077-212,B651            -                              3-Oct-11
NAO-2011-01594-jsh   David Hardaway-pond-Goochland David Hardaway                     3-Oct-11
NAO-2011-02065-rhc                                    Bill Savage
                     Accomack County -- Green Hill Road Ditch Maintenance             3-Oct-11
NAO-2011-01571       Matthew Ball                      Matthew Ball                   3-Oct-11
NAO-2011-01571       Matthew Ball                      Matthew Ball                   3-Oct-11
NAO-2001-03611       Steve Richardson                  -                              3-Oct-11
NAO-2011-01754       Mark Plasse                       Mark Plasse                    4-Oct-11
NAO-2011-01777-vdp   Simeon Hege                       Simeon Hege                    4-Oct-11
NAO-2011-01766-krd   Mark Garcea                       Mark Garcea                    4-Oct-11
NAO-2006-05632                                         Tony Arnold
                     Manchester Station / Kellam High School Site                     4-Oct-11
NAO-2011-02107-vdp   George Nicklas -                  George Nicklas                 4-Oct-11
NAO-2011-02107-vdp   George Nicklas -                  George Nicklas                 4-Oct-11
NAO-2006-05632                                         Tony Arnold
                     Manchester Station / Kellam High School Site                     4-Oct-11
NAO-2006-05632                                         Tony Arnold
                     Manchester Station / Kellam High School Site                     4-Oct-11
NAO-2006-05632                                         Tony Arnold
                     Manchester Station / Kellam High School Site                     4-Oct-11
NAO-2006-05632                                         Tony Arnold
                     Manchester Station / Kellam High School Site                     4-Oct-11
NAO-2006-05632                                         Tony Arnold
                     Manchester Station / Kellam High School Site                     4-Oct-11
NAO-2006-05632                                         Tony Arnold
                     Manchester Station / Kellam High School Site                     4-Oct-11
NAO-2011-01781-sjd   Nault                             James Nault                    5-Oct-11
NAO-2011-01782-sjd   Robert Adams                      Robert Adams                   5-Oct-11
NAO-2000-02203-dak                                    James Maquire, Timothy Seibel 5-Oct-11
                     Western Refining - Yorktown Refinery (formerly Giant Refinery and BP Amoco Refinery) 00-R2527
NAO-2011-02066-awa   VDOT 00083-013-17512836           -                              5-Oct-11
NAO-2011-02096-rdb   Lake Anna State Park              Doug Graham                    5-Oct-11
NAO-2011-01622       Leroy Fox, Jr.                    Leroy Fox, Jr.                 5-Oct-11
NAO-2011-01702       Plesent Goode                     Plesent Goode                  5-Oct-11
NAO-2011-01887       Appalachian Energy, Inc. AE-229   -                              5-Oct-11
NAO-1992-01456       Virginia Power Boat               -                              5-Oct-11
NAO-2011-01598-vdp                                 -
                     Ramworks Association Dam Removal (11-V1080)                      6-Oct-11
NAO-2011-00934-tca                                   -
                     Fairfax County PW & Environmental Services                       6-Oct-11
NAO-2011-01883-cbb   Raul Peralta ID#3304              Raul Peralta                   6-Oct-11
NAO-2011-00243-cbb   Centerville Road Tributary Project Barry Moses                   6-Oct-11
NAO-2011-02040-cbb   Tim Hardee ID#5424                Tim Hardee                     6-Oct-11
NAO-2011-02041-cbb   Charles Young ID#7721             Charles Young                  6-Oct-11
NAO-2011-02126-awa   VDOT 0800-017-17361575             -                             6-Oct-11
NAO-2011-01446-ig    Mecklenburg County Jail            -                             6-Oct-11
NAO-2011-01673-gct   Jakes Fork streambank stabilizationGeorge Hefflin, James Doyle   6-Oct-11
NAO-2011-01507       Frank Rudge                        Frank Rudge                   7-Oct-11
NAO-2006-00843                                           -
                     Felts and Kilpatrick Co., Inc. 06-M0041                          7-Oct-11
NAO-2011-01778-sjd   Dowling                            Stephen Dowling               7-Oct-11
NAO-2011-01833       Katheryn Lienau, et al             Katheryn Lienau               7-Oct-11
NAO-2011-01804       McKone riprap, 11-V1239            John McKone                   11-Oct-11
NAO-2006-01635                                       -
                     Ginney Point Marina c/o Peter 06-V0395                           11-Oct-11
NAO-2011-01582-hjw   3.24-Acre Rai Parcels              Lajpat Rai                    11-Oct-11
NAO-2010-02830-krd   NASO Dam Neck DEVGRU Projects David Noble, W. David Noble        11-Oct-11
NAO-2011-01623       Robert Poitras                     Robert Poitras                11-Oct-11
NAO-2010-02566-tca   King David Memorial Cemetery       Gregory Sangalis              11-Oct-11
NAO-2011-01567-tca   Oakmarr Courts Pond                -                             11-Oct-11
NAO-2011-01151-jsh                                   Bob Dew
                     Autumn Care of Mechanicsville-Hanover                            12-Oct-11
NAO-2011-01727       William M. Collins                 William Collins               12-Oct-11
NAO-2011-01914-krd   US Navy JEBLC Fuel Pier Repairs    David Noble                   12-Oct-11
NAO-2011-02141-kae   Guarino                            Mark Guarino                  12-Oct-11
NAO-2011-00885-gct   Dye stream crossing                Shirley Dye                   12-Oct-11
NAO-2011-01668-rab   Mr. and Mrs. Robinson              Andrew Robinson               13-Oct-11
NAO-2011-01668-rab   Mr. and Mrs. Robinson              Andrew Robinson               13-Oct-11
NAO-2011-01668-rab   Mr. and Mrs. Robinson              Andrew Robinson               13-Oct-11
NAO-2005-01473                                      -
                     West Creek Associates Tommy Pr 05-Q0054                          14-Oct-11
NAO-2011-01755-gaj   Bethel revetment 11-V1182          Alfred Bethel                 14-Oct-11
NAO-2011-01671-rab   David Bentson                      David Bentson                 14-Oct-11
NAO-2011-01671-rab   David Bentson                      David Bentson                 14-Oct-11
NAO-2011-01671-rab   David Bentson                      David Bentson                 14-Oct-11
NAO-2011-02169       David Sterling                     -                             14-Oct-11
NAO-2011-01728       Brenda Wilson                      Brenda Wilson                 14-Oct-11
NAO-2011-01726       Daniel Nieding                     Daniel Nieding                14-Oct-11
NAO-2010-02642-rls                                    -
                     Columbus Station Condo Association Shoreline Stabilization       17-Oct-11
NAO-2011-01846       Pamela Overbey                     Pamela Overbey                17-Oct-11
NAO-2011-01849       Mr/Mrs. Nathan Houser              Nathan Houser                 17-Oct-11
NAO-2011-01902-KSP                                 -
                     VDOT 00708-004-17513818 (11-4106)                                17-Oct-11
NAO-2011-01960       Arthur Brandiff                    Arthur Brandriff, III         17-Oct-11
NAO-2011-02104-vdp   Whittington Utility Line           Adam Swartout                   17-Oct-11
NAO-2011-02026       MEB General Contractors            Keith Hill                      17-Oct-11
NAO-2011-01532-saf                                    Val Foulds
                     Colonial Beach - Beach & Water Coalition / Joe Kelly -             17-Oct-11
NAO-2011-02171-vdp   Nelson County Broadband            Stephen Carter                  17-Oct-11
NAO-2011-02177-gct                                   Phil Horn
                     Range Resources Well 900075 Access Road                            17-Oct-11
NAO-2008-02209-hjw   Summerfield                        M.E. Hicks, Marion Hicks        18-Oct-11
NAO-2011-01681       Michael Rock, et al                Michael Rock, Philip Morley, Jr. 18-Oct-11
NAO-2011-01703       Westbay Homeowner's Association-                                   18-Oct-11
NAO-2011-02116-slw                                   -
                     30 Carleton Road Ditch Maintenance                                 18-Oct-11
NAO-2011-02116-slw                                   -
                     30 Carleton Road Ditch Maintenance                                 18-Oct-11
NAO-2011-01854-jcr   Daniel Trail Repairs               -                               19-Oct-11
NAO-2011-01942       Briarwood II, LLC.                 -                               19-Oct-11
NAO-2011-01759-gaj                                     Karen Scherberger
                     Norfolk Festevents mooring piles (11-V1184)                        19-Oct-11
NAO-2011-02198-rhs                                   Donald McIntyre
                     Mountain Fall Road Driveway Maintenance-Culvert Replacement        19-Oct-11
NAO-2011-02199-rhs                                     Brian Leuck
                     Washington Dulles International Airport Gate 310                   19-Oct-11
NAO-2011-01708       Dean Darr                          Dean Darr                       19-Oct-11
NAO-2011-01708       Dean Darr                          Dean Darr                       19-Oct-11
NAO-2011-01563       Raymond Etter                      Raymond Etter                   19-Oct-11
NAO-2011-02216-ig    Riddle, Belinda                    -                               19-Oct-11
NAO-2011-01715       Amy Pearsall                       Amy Pearsall                    19-Oct-11
NAO-2011-01864       Audrey McClure                     Audrey McClure                  20-Oct-11
NAO-1996-03072-krd                                  Rommel Tamayo, P.E.
                     Western Branch Lynnhaven Dredging Project                          20-Oct-11
NAO-2010-02117-krd                                    David Noble
                     JEB Little Creek Maintenance Dredge                                20-Oct-11
NAO-2011-02179                                      -                                 20-Oct-11
                     Appalachian Power Company - US Rte 460/Riverside Dr Utility Crossing
NAO-2011-02194-rhs                                     Michael Rolband
                     Northern Virginia Stream Restoration Bank - Hickory Cluster        20-Oct-11
NAO-2011-02195-rhs                                     Michael Rolband
                     Northern Virginia Stream Restoration Bank - Colvin Run - Tall Oaks 20-Oct-11
NAO-2011-00313                                      -
                     Town of Coeburn - Mobile Home Park                                 20-Oct-11
NAO-2007-04273       Paul Trible                        Paul Trible, Jr.                20-Oct-11
NAO-2011-02219-tca   Rose Hill Gas Line                 -                               20-Oct-11
NAO-2011-02229-gct                                    Tracy Puckett
                     Greystone-Rte 58 Waterline Replacement                             20-Oct-11
NAO-2011-02229-gct                                    Tracy Puckett
                     Greystone-Rte 58 Waterline Replacement                             20-Oct-11
NAO-2011-02229-gct                                    Tracy Puckett
                     Greystone-Rte 58 Waterline Replacement                             20-Oct-11
NAO-2009-02101-cbb   Samuel White 09-V1177              Samuel White                    21-Oct-11
NAO-2010-01383-tca   Winker Botanical                   -                               21-Oct-11
NAO-2011-01256-ekh   Grange Hall                        -                               21-Oct-11
NAO-2011-01829       Mr/Mrs. John Anderson              John Anderson                   21-Oct-11
NAO-2011-02165       Accomack County                    Steven Miner                    21-Oct-11
NAO-2011-02235-rhc                                  Steven Miner
                     Accomack Coounty - Deep Creek Dock                                 21-Oct-11
NAO-2011-02236-SAF   Ferguson Rd Xing - Grnsville Co    Mark Ferguson                   21-Oct-11
NAO-2011-01568-nla                                    Ben
                     Dam Neck Shoreline Erosion Project McGinnis                        24-Oct-11
NAO-2011-02149-gct   Gibson Bridge                      Tricey Gibson                   24-Oct-11
NAO-2011-01714       Vincent Bailey                     Vincent Bailey                  24-Oct-11
NAO-2011-02190       Mr/Mrs. Carl Benz                  Carl Benz                       24-Oct-11
NAO-2011-01986-krd                                     Christopher Hasty
                     Distribution Drive Ditch Maintenance                               25-Oct-11
NAO-2011-02106-mts   Speedwell Water extension          Cellell Dalton, C.A.            25-Oct-11
NAO-2011-02106-mts   Speedwell Water extension          Cellell Dalton, C.A.            25-Oct-11
NAO-2011-02106-mts   Speedwell Water extension          Cellell Dalton, C.A.            25-Oct-11
NAO-2011-02242-vdp                                    Bob Hume
                     Lake Pointe Village Property Owners Association                    25-Oct-11
NAO-2011-01892       Edward Adams                       Edward Adams                    25-Oct-11
NAO-2011-01518       Micheal Kelly                      Micheal Kelly                   26-Oct-11
NAO-2011-01518       Micheal Kelly                      Micheal Kelly                   26-Oct-11
NAO-2011-02034                                         W.
                     Dept. of the Navy - NAS Riprap repair David Noble                  26-Oct-11
NAO-2010-02751-jsh   Matthew Barrick-driveway crossingMatthew Barrick                   26-Oct-11
NAO-1999-03233                                        -
                     Murry Pitts 5355 Studeley Aven 99-V1332                            26-Oct-11
NAO-2011-01912       Doug Harpel, et al                 Doug Harpel, Sanford Bryan      26-Oct-11
NAO-2011-02231-nla   Jerry Hill                         E. Daniel Bashore, Jerry Hill   26-Oct-11
NAO-2011-01838       Mr/Mrs. Carl Tack                  Carl Tack                       26-Oct-11
NAO-2011-01930       Douglas McPherson                  Douglas McPherson               27-Oct-11
NAO-2011-02001-tmm   Coleman Pond                       W Coleman                       27-Oct-11
NAO-2011-02172-cbb   Daniel Ferguson ID#3880            Daniel Ferguson                 27-Oct-11
NAO-2011-02173-cbb   Stacy Cashmark ID#0014             Stacy Cashmark                  27-Oct-11
NAO-2011-02174-cbb   Daniel Jacobs ID#7723              Daniel Jacobs                   27-Oct-11
NAO-2011-02175-cbb   Kipp Fleming ID#3639               Kipp Fleming                    27-Oct-11
NAO-2011-01945-jsh                                  Charles Cashion
                     Brandermill HMA--boat ramp maint-Sunday Park                       27-Oct-11
NAO-2011-02275-jsh                                  Charles Cashion
                     Brandermill Homeowners Assoc.-Commodore Pt                         27-Oct-11
NAO-2011-01890-drc   Lane Culvert Crossing              George and Cybele Lane          28-Oct-11
NAO-2011-01834       Jeremy Jones                       Jeremy Jones                    28-Oct-11
NAO-2011-01972-rab   Charles Vallimont pier and boatlift Charles Vallimont              31-Oct-11
NAO-2011-01987-krd   9th Street Ditch Maintenance       Christopher Hasty               31-Oct-11
NAO-2011-01984       Thomas Brown                       Thomas Brown                    31-Oct-11
NAO-2011-02280-ajp                                   Danny Buchanan
                     Hamilton Town Sewer Line Extension (11-V0476)    31-Oct-11
Action   Type     Authority        Closure Method                        Action Comments
NWP      NWP 18   Section 404      Verified With Special Conditions      -
NWP      NWP 23   Section 404      Verified With Special Conditions      -
NWP      NWP 42   Section 404      Verified With Special Conditions      -
NWP      NWP 18   Section 404      Verified Without Special Conditions   -
 RGP     RGP 8    Section 10       Issued Without Special Conditions     -
NWP      NWP 13   Section 10/404   Verified Without Special Conditions   -
 RGP     RGP 1    Section 10       Issued Without Special Conditions     -
                                                                         Permit Decision: the
NWP      NWP 13   Section 10       Verified Without Special Conditions   construction of the 400'
NWP      NWP 13   Section 404      Verified Without Special Conditions   -
 RGP     RGP 9    Section 10/404   Issued With Special Conditions        The majority of the riprap revetment will be
                                                                         Impacts were considered
NWP      NWP 18   Section 404      Verified Without Special Conditions   cummalitively with 0.04 ac
NWP      NWP 40   Section 404      Verified Without Special Conditions   -
NWP      NWP 13   Section 404      Verified Without Special Conditions   emailed were considered
                                                                         Impacts 10-4-11
NWP      NWP 18   Section 404      Verified Without Special Conditions   Impacts were with 0.04 ac
                                                                         cummalitively considered
NWP      NWP 18   Section 404      Verified Without Special Conditions   Impacts were with 0.04 ac
                                                                         cummalitively considered
NWP      NWP 18   Section 404      Verified Without Special Conditions   cummalitively considered
                                                                         Impacts were with 0.04 ac
NWP      NWP 18   Section 404      Verified Without Special Conditions   Impacts were with 0.04 ac
                                                                         cummalitively considered
NWP      NWP 18   Section 404      Verified Without Special Conditions   cummalitively considered
                                                                         Impacts were with 0.04 ac
NWP      NWP 18   Section 404      Verified Without Special Conditions   cummalitively with 0.04 ac
                                                                         Permit Decision: the
 RGP     RGP 1    Section 10       Issued Without Special Conditions     proposed 114' private pier is
NWP      NWP 13   Section 10       Verified Without Special Conditions   Permit Decision: the proposed 125' bulkhead
 RGP     RGP 9    Section 10       Issued Without Special Conditions     -
NWP      NWP 13   Section 404      Verified Without Special Conditions   -
NWP      NWP 13   Section 404      Verified Without Special Conditions   No historical or E/T species within project are
NWP      NWP 13   Section 10/404   Verified Without Special Conditions   -
NWP      NWP 3    Section 10/404   Verified Without Special Conditions   -
NWP      NWP 12   Section 404      Verified Without Special Conditions   -
NWP      NWP 35   Section 404      Verified With Special Conditions      -
NWP      NWP 27   Section 404      Verified With Special Conditions      -
NWP      NWP 43   Section 404      Verified Without Special Conditions   -
 RGP     RGP 11   Section 10       Issued Without Special Conditions     -
NWP      NWP 43   Section 404      Verified With Special Conditions      -
 RGP     RGP 11   Section 10/404   Issued Without Special Conditions     -
 RGP     RGP 11   Section 10/404   Issued Without Special Conditions     -
NWP   NWP 3     Section 404      Verified Without Special Conditions   These are trout waters, but DGIF waived the
PGP             Section 404     Issued Without Special Conditions
      SPGP-7A Development Activity                                     Coordination with VDHR was required due to
NWP   NWP 18    Section 404      Verified Without Special Conditions   slight delay caused by applicant unavailable u
NWP   NWP 3     Section 10       Verified Without Special Conditions   Activity and work was solely maintenance an
PGP             Section 404     Issued Without Special Conditions
      SPGP-7A Development Activity                                     -
NWP   NWP 13    Section 10/404   Verified Without Special Conditions   -
RGP   RGP 8     Section 10       Issued Without Special Conditions     -
NWP   NWP 13    Section 10/404   Verified Without Special Conditions   Permit Decision: the placement of the prpos
RGP   RGP 9     Section 10       Issued Without Special Conditions     Permit Decision: all of the maintenane dredg
PGP             Section 404     Issued Without Special Conditions
      SPGP-7A Development Activity                                     - project is located with
                                                                       The
NWP   NWP 18    Section 404      Verified With Special Conditions      an existing mitigation
RGP   RGP 9     Section 10/404   Issued Without Special Conditions     issued with TOY for anadromous fish.
NWP   NWP 32    Section 404      Verified With Special Conditions      -
NWP   NWP 43    Section 404      Verified Without Special Conditions   -
PGP             Section 404     Issued With Special Conditions
      SPGP-7A Development Activity                                     -
NWP   NWP 18    Section 404      Verified Without Special Conditions   -
RGP   RGP 9     Section 10       Issued Without Special Conditions     All repair work to take place on the existing p
NWP   NWP 13    Section 10/404   Verified Without Special Conditions   TOY for anadromous fish
NWP   NWP 18    Section 404      Verified Without Special Conditions   -
NWP   NWP 27    Section 10/404   Verified With Special Conditions      -
RGP   RGP 9     Section 10/404   Issued With Special Conditions        -
RGP   RGP 8     Section 10/404   Issued Without Special Conditions     -
SP    -         Section 404      Issued With Special Conditions        -
RGP   RGP 9     Section 10/404   Issued Without Special Conditions     -
NWP   NWP 27    Section 10/404   Verified With Special Conditions      -
RGP   RGP 9     Section 10/404   Issued Without Special Conditions     -
RGP   RGP 1     Section 10/404   Issued Without Special Conditions     -
RGP   RGP 8     Section 10       Issued Without Special Conditions     -
RGP   RGP 9     Section 10/404   Issued Without Special Conditions     -
RGP   RGP 9     Section 10/404   Issued Without Special Conditions     -
NWP   NWP 13    Section 10/404   Verified With Special Conditions      Special condition includes Pre, During, & Pos
RGP   RGP 1     Section 10       Issued Without Special Conditions     Permit Decision: a portion of the 160' x 5' p
NWP   NWP 13    Section 10/404   Verified Without Special Conditions   Permit Decision: the construction of the 220
NWP   NWP 13    Section 404      Verified Without Special Conditions   -
RGP   RGP 8     Section 10       Issued Without Special Conditions     -
NWP   NWP 12    Section 404      Verified Without Special Conditions   -
NWP   NWP 3     Section 404      Verified Without Special Conditions   Cleared from SHPO Aug 23, 2010
RGP   RGP 9     Section 10/404   Issued Without Special Conditions     TOY for anadromous fish added
NWP   NWP 12    Section 404      Verified Without Special Conditions   -
NWP   NWP 12    Section 404      Verified Without Special Conditions   -
PGP             Section 404     Issued Without Special Conditions
      SPGP-7A Development Activity                                     -
RGP   RGP 9     Section 10/404   Issued Without Special Conditions     -
RGP   RGP 9     Section 10/404   Issued Without Special Conditions     -
NWP   NWP 3     Section 404      Verified Without Special Conditions   -
NWP   NWP 13    Section 404      Verified Without Special Conditions   -
NWP   NWP 18    Section 404      Verified Without Special Conditions   -
NWP   NWP 13    Section 404      Verified Without Special Conditions   -
                                                                       Special Condition included
NWP   NWP 11    Section 10       Verified With Special Conditions      upon request of Real Estate:
NWP   NWP 3     Section 404      Verified With Special Conditions      -
NWP   NWP 27    Section 404      Verified With Special Conditions      -
RGP   RGP 8     Section 10/404   Issued Without Special Conditions     -
NWP   NWP 13    Section 10/404   Verified Without Special Conditions   -
NWP   NWP 18    Section 404      Verified Without Special Conditions   -
NWP   NWP 18    Section 404      Verified With Special Conditions      -
RGP   RGP 9     Section 10/404   Issued Without Special Conditions     anadromous fish TOYR
NWP   NWP 16    Section 10/404   Verified Without Special Conditions   Permit Decision: the placement of the rip ra
                                                                       Approximate Volume of
RGP   RGP 9     Section 10/404   Issued With Special Conditions        Maintenance dredging of
                                                                       SPECIAL CONDITIONS:
RGP   RGP 9     Section 10/404   Issued With Special Conditions        1. During construction, the
NWP   NWP 12    Section 10/404   Verified Without Special Conditions   no impacts to section 10 water due to aerial
NWP   NWP 27    Section 404      Verified With Special Conditions      -
NWP   NWP 27    Section 404      Verified With Special Conditions      -
NWP   NWP 12    Section 404      Verified Without Special Conditions   jpa received CVRO 8/2/2011
NWP   NWP 13    Section 10/404   Verified Without Special Conditions   -
NWP   NWP 3     Section 404      Verified Without Special Conditions   -
NWP   NWP 12    Section 404      Verified Without Special Conditions   -
NWP   NWP 12    Section 404      Verified Without Special Conditions   -
NWP   NWP 12    Section 404      Verified Without Special Conditions   -
RGP   RGP 8     Section 10       Issued Without Special Conditions     -
NWP   NWP 27    Section 404      Verified With Special Conditions      -
NWP   NWP 12    Section 404      Verified With Special Conditions      -
NWP   NWP 13   Section 10/404   Verified Without Special Conditions   anadromous fish TOYR
NWP   NWP 3    Section 10/404   Verified Without Special Conditions   1' additional width necessary to accomodate
NWP   NWP 3    Section 10       Verified Without Special Conditions   -
NWP   NWP 18   Section 404      Verified Without Special Conditions   -
NWP   NWP 33   Section 10/404   Verified Without Special Conditions   -
NWP   NWP 18   Section 404      Verified Without Special Conditions   -
RGP   RGP 9    Section 10/404   Issued Without Special Conditions     anadromous TOYR
NWP   NWP 3    Section 10/404   Verified Without Special Conditions   -
NWP   NWP 3    Section 10/404   Verified Without Special Conditions   9/28/11-I conducted a site visit with the City
NWP   NWP 12   Section 404      Verified With Special Conditions      -
NWP   NWP 12   Section 404      Verified With Special Conditions      -
NWP   NWP 12   Section 404      Verified With Special Conditions      -
NWP   NWP 3    Section 404      Verified Without Special Conditions   -
RGP   RGP 8    Section 10       Issued Without Special Conditions     -
RGP   RGP 9    Section 10/404   Issued Without Special Conditions     -
RGP   RGP 9    Section 10       Issued Without Special Conditions     -
NWP   NWP 3    Section 10/404   Verified Without Special Conditions   -
NWP   NWP 29   Section 404      Verified Without Special Conditions   -
NWP   NWP 3    Section 10/404   Verified Without Special Conditions   -
NWP   NWP 13   Section 10/404   Verified Without Special Conditions   anadromous TOYR
RGP   RGP 8    Section 10       Issued Without Special Conditions     -
RGP   RGP 1    Section 10       Issued Without Special Conditions     First site visit for SJV on 10/11/11 was not co
RGP   RGP 9    Section 10/404   Issued Without Special Conditions     Permit Decision: the construction of the pro
RGP   RGP 6    Section 404      Issued Without Special Conditions     -
RGP   RGP 11   Section 10       Issued Without Special Conditions     -
RGP   RGP 11   Section 10       Issued Without Special Conditions     -
RGP   RGP 11   Section 10/404   Issued Without Special Conditions     -
RGP   RGP 11   Section 10       Issued Without Special Conditions     -
NWP   NWP 3    Section 404      Verified With Special Conditions      -
NWP   NWP 3    Section 404      Verified With Special Conditions      -
NWP   NWP 18   Section 404      Verified Without Special Conditions   -
NWP   NWP 27   Section 10/404   Verified With Special Conditions      -
RGP   RGP 8    Section 10       Issued Without Special Conditions     Permit Decision: the proposed encroachmen
NWP   NWP 3    Section 10/404   Verified Without Special Conditions   -
RGP   RGP 8    Section 10/404   Issued Without Special Conditions     -
NWP   NWP 12   Section 404   Verified Without Special Conditions   -
Project Purpose   Project Description             Folder Comments
-                 commercial development          -
-                                               -
                  2 crossings: At #1, replace one lane bridge with 2 lane bridge and line shoreline under bridge w
-                 Construction of a recreational -pond
-                                            -
                  perform maintainence on approximately 700 linear feet of man-made ditch and previously chan
-                                               -
                  to construct a 6¿ by 46¿ pier with a davit style boat lift. The pier will be placed at a 45 degre
-                                                -
                  To place 88 linear feet riprap along a currently unprotected shoreline
-                                                 -
                  To construct a 16' x 12' boatlift and relocate and existing 18' x 12' jet ski ramp.
-                                              -
                  construct 400' timber bulkhead
-                 bank stablization               -
-                 To construct 506 to impact ofThere isrevetmentcopy of this file. SeeLane (Lot#2) tab in ORM fo
                  PCN for NWP-18 linear feet riprap no paper at 4017 Wheelgate Documents and 694 linear
-                 308 sq ft of forested        2/24/10--since previous work, site has been purchased by the Cit
-                                              -
                  ag activities stream maintenance /stablization
-                 stablization and clearing
                  PCN for NWP-18 to impact        -
-                 308 sq ft of forested
                  PCN for NWP-18 to impact        2/24/10--since previous work, site has been purchased by the Cit
-                 308 sq ft of forested
                  PCN for NWP-18 to impact        2/24/10--since previous work, site has been purchased by the Cit
-                 308 sq ft of forested
                  PCN for NWP-18 to impact        2/24/10--since previous work, site has been purchased by the Cit
-                 308 sq ft of forested
                  PCN for NWP-18 to impact        2/24/10--since previous work, site has been purchased by the Cit
-                 308 sq ft of forested           2/24/10--since previous work, site has been purchased by the Cit
-                                            2/24/10--since previous work, site has ft of purchased ditches fo
                  PCN for NWP-18 to impact 308 sq ft of forested wetlands and 646 sq been open waterby the Cit
-                                               -
                  114' L-head, private receational pier
-                 125' bulkhead              -
                                             Various hazardous waste
-                                            clean-ups (non-RCRA) in
                  To conduct maintenance repairs to an existing pier and to install additional safety features.
-                                             retaining wall along roadwayfor about 15', and repair establish ne
                  remove and re-pour concrete -
-                                              -
                  impact approximately 550 linear feet of shoreline along Lake Anna. You have proposed to plac
-                                               -
                  To construct 260 feet of bulkhead (and 7 feet of returns) not more than 2 feet channelward of
-                                              -
                  Reconstruct 60-foot section within 2 feet of existing bulkhead. No wetlands impacted.
-                                               -
                  The applicant proposes to install gas and water pipes involving one (1) open-trenched stream c
-                                           -
                  Maintenance dredge on Keyhole boat slip
-                                            -
                  dam removal and stream restoration
-                                                -
                  This is a request to improve a degraded stream channel outfall.
-                                                 -
                  To install 10 new pilings to create a boat house on an existing multislip pier.
-                 bmp installation                -
-                                                  -
                  To install 60 linear feet of riprap.
-                                               -
                  To construct a 6-foot by 24-foot pier with a 43-foot by 32-foot T-head with a boat slip included
-                                                          -
                             replace pipe and repair road shoulder damaged by storm-related flood.
-                                                            -
                             County Jail Facility - 106 issues....resolved w letter from VVDHR
-                                                         -
                             replacemennt of an existing 48-inch steel culvert to reduce/ameliorate bank erosion
-                                                            -
                             After the fact JPA for repairs made to an existing bulkhead which included replacing sheeting an
-                                                             subdivision
                             Fill for road way in residential Woodside Section II
-                                                           -
                             To construct a total of 269 feet of riprap with a maximum encroachment of 5 feet along a curre
-                                                         -
                             The applicant proposes to remove your existing pier and replace it with a 5¿ x 76¿ pier with
-                                                          -
                             placement of 23' rip rap revetment at the base of the eroding bank . NWP-13 (ARJ)
-                                                        -
                             mechanically maintenance dredge 3,000 cubic yards of material to a depth not to exceed 6' me
-                                                       -
                             Proposed commercial development.is no paper copy of
                                                        There
-                                                         this file. See Documents range
                             Proposed upgrade tolong existing Known Distance (KD) tab located within the DEVGRU comp
                             To build two 48 foot the
-                            timber groins on the         -
-                            This is a request for an ATF for- unauthorized impacts.
-                                                          -
                             This is a request for SWM basin maintenance.
-                                                           facililty with associated infrastructure
                             Construction of a elderly care -
-                                                         -
                             Extend an existing driveway behind an existing to garage to allow applicant to pull through gara
-                                                            and replace its supporting mooring dolphins at the JEBLC along L
                             To repair the existing fuel pierThere is no paper copy of this file. See Documents tab in ORM fo
-                            to construct 120 linear feet of -bulkhead not more than 2 feet channelward of an existing bulkhe
-                                                         -
                             replacement of failed concrete bridge with abutments within OHWM. New structure will be cu
-                                                           -
                             to backfill and sprig on 12-18¿ centers a total of 1770 square feet behind the sills
-                                                           -
                             To construct a total of 142 feet of riprap marsh sill, to place a total of 300 feet of coir log sill
-                                                         -
                             to construct an 18¿ by 35¿ covered boat slip surrounded by a 5¿ x 51¿ accessory pier, and
                                                            West Creek Site
To construct a medical facilityThe applicant proposes to permanently impact 0.15 acre of forested wetlands and 172 linear fe
-                                                         -
                             Project modified on 25 Aug 2011, 139 feet of riprap and 4 pilings for boatlift
-                                                          -
                             to nourish and sprig with Spartina cynosuroides not more than 400 square feet of unvegetated
-                                                            -
                             To place a total of 198 linear feet of riprap marsh toe stabilization along a vegetated shoreline
-                                                           -
                             to extend an existing 57 foot pier by adding two 5 foot by 30 foot finger piers and a 7 foot by 10
-                            -                               -
-                            construct 45 foot breakwater -
-                                                         -
                             Construct 20 foot bulkhead infront of existing one
-                                                           -
                             Stabalize 80 LF of eroding slope behing Bldg 14 at Coumbus Station East Condominiums. The sl
-                                                          -
                             construct a 160' pier with boatlift
-                                                          -
                             construct 220 ' rip rap revetment at the base of the eroding bank
-                            To riprap 39 LF of slope adjacnet to Rt 708. Total of 312 sf of impact.
                             Project Description (Describe -
-                            activities in waters of the    -
-   sewer line crossing            -
-                                    -
    ) to repair the outlet, culvert, weirs and control structure of the Upper Lake Travis dam. In add
-                               -
    To attach up to 20 ¿aquapurse¿ and/or flip floats to the existing community pier for oyster a
-   broadband stream crossing      -
-                                 -
    access and service road culverted bridge crossing for the drilling and service of Gas Well 900075
-                                 -
    Proposed residential subdivision.
-                                  -
    To construct 47 feet of riprap and a 48 foot long low profile riprap groin
-                                 -
    To place 215 feet of riprap and 276 feet of marsh toe stabilization
-                             -
    Reshape and remove accumulated sediments and debris from 100 linear feet of an existing dra
-                                   -
    Install riprap along 100 linear feet of the northwestern bank of a drainage ditch
-   -                              -
-                                  -
    Install 249 LF of riprap revetment along Lake Edward for bank stabilization.
-                                 -
    The City of Norfolk and Norfolk Festevents, Ltd. are proposing to install 26 new temporary moo
-   culvert replacement            -
-                                -
    stream and wetland restoration
-   to remove an existing pier and- replace with a 6 foot by 80 foot pier with a 14 x 16 L-head, a 4 fo
-                                  -
    To construct 43 feet of riprap channelward of an existing bulkhead
-   -                              -
-                                -
    Road w/in pond for acces across pond
-                                -
    To remove and replace in the same footprint an 8 foot by 22 foot timber boat ramp and to con
-                                 -
    construct a 102' rip rap revetmwent at the base of the existing bulkhead
-                              This of Western Branch of the VMRC#s: navigation channel, 10
    To conduct maintenance dredging site is also associated withLynnhaven09-V0761, 10-V1651,as
-                              There the paper copy of this Little Creek (JEBLC) tab in ORM fo
    To conduct maintenance dredging ofis no Teen Piers area JEBfile. See Documents in Virginia Bea
-   aerial powerline crossing      -
-   stream restoration             -
-   stream restoration             -
-                                -
    cut and trench stream crossing to install sewer line
-                                   -
    to construct 80 linear feet of riprap along an unprotected shoreline
-   This is a request for the repair-and maintenance of a degraded exposed gas line.
-                                   -
    utility line stream crossing by trnch cut method
-                                   -
    utility line stream crossing by trnch cut method
-                                   -
    utility line stream crossing by trnch cut method
-                                 -
    To construct a 5-foot by 530-foot pier addition with a 20-foot by 26-foot L-head, a 47-foot L-sha
-                                  -
    This is a request for stream restoration.
-                              -
    The PCN to permanently convert 0.03 acre of scrub shrub wetlands and 0.26 acre of forested w
-                                  -
    To remove existing failed riprap and construct 105 linear feet of bulkhead (including returns)
-                                  -
    To replace existing 4' x 160' dock damaged by Hurricane Irene with a 5' wide by 160' long dock.
-   Replace an existing 4' wide by -90' long open piling dock that was damaged during Hurricane Ire
-   road crossing                  -
-                                -
    The applicant proposes to temporarily place a floating platform along the shoreline to anchor a
-   culverted bridge crossing      -
-                                 -
    to construct a 48 foot low profile timber groin and a 32 foot timber groin (attached to the exist
-                                -
    To remove and replace existing 100' bulkhead with a 10' return leading to boat ramp, and a 6' r
-                                  -
    To clear debris and fallen trees from the existing ditch alignment and remove accumulated sedi
-   utility crossing at south fork -
-   utiltiy crossing Tate Run      -
-   utility crossing cripple creek -
-   maintenance around culvert -
-                                 -
    To construct a 10 foot by 40 foot long pier extension, a 13¿ x 6 foot L-head, a 34¿ x 13¿ cov
-                                  -
    To replace an existing recreational fishing pier and to construct a pier addition to an existing fix
-                                  -
    To replace an existing recreational fishing pier and to construct a pier addition to an existing fix
-                                  -
    The applicant is proposing to repair 60 feet of riprap revetment within the original footprint, da
-   JPA for after-the-fact approval- to install a 40-foot long by 18-inch diamer pipe in juridictional w
-                                 -
    The applicant is proposing to perform maintenance work on your existing pier and riprap dama
-   to construct 200 linear feet of -riprap channelward of an existing bulkhead.
-   to construct a 22-foot-long by -5-foot-wide finger pier, a 43-oot-long by 5-foot-wide finger pier,
-   -                              -
-                                 -
    construct a 90' timber groin and place approximately 20 cubic yards of sand for beach fill
-   Construct pond.                -
-                                -
    To remove existing decking, shed, and roof and add a new slip and upper deck within the existin
-   To remove a current walkway -and deck and add a new deck and walkway on the right hand side
-                                -
    To construct a 15-foot walkway leading to a 30-foot by 38-foot T-head as well as install 200 line
-                                 -
    To construct a 4-foot by 35-foot addition to an existing pier.
-                              -
    Maintenance removal of accumulated sediments on the boat ramp.
-                              -
    Removal of accumulated sediment on an existing boat ramp
-                                 -
    to impact approximately 30 linear feet of stream and .05 acres of wetland. Two thirty-six inch b
-                               -
    Eradicate common reed, install coir log, backfill with clean sand, and plant saltmarsh cordgrass.
-                                -
    construct a marginal wharf and boatlift with a total channelward encroachment of 18' in a man
-                                  There is from the copy of ditch alignment and remove in ORM fo
    To clear brush, small trees, and debris no paper existing this file. See Documents tab accumulat
-                                 -
    Construct open pile pier and covered boat slip
-                                  -
    Construction of five cut and trench stream crossings for sewer line installation.
Folder Description
delineation confirmation
Replace one lane bridge with 2 lane brirdge; two temp work bridges; riprap at new abutments
Construction of a pond
perform maintainence on approximately 700 linear feet of man-made ditch and previously channelized stream.
To construct 88 LF of rip rap and a 6' x 46' pier.
08/08/11: to construct a 10,000 lb. boatlift and relocate existing Jet Ski ramp.
To construct 88 LF of rip rap and a 6' x 46' pier.


Install 400' of bulkhead infront of existing timber bulkhead. NWP-13 (ARJ)
Bank stablization
To construct 506 linear feet of riprap revetment at 4017 Wheelgate Lane (Lot#2) and 694 linear feet of riprap revetment at 4
preapp
bank stablization - farm
bank stablization - farm
preapp
preapp
preapp
preapp
preapp
preapp
114' private pier RP-17 (ARJ)
Install 125 linear foot bulkhead (NWP-13)ARJ in wetlands on and an adjacent to the
Various hazardous waste clean-ups (non-RCRA)
Yorktown Refinery
replace CMP pipe with concrete pipe. repair existing 125' concrete retaining along creek bank; temp cofferdam
Bulkhead and backfill in Section 404
To construct a new timber bulkhead infront of existing failing bulkhead.
To replace 60 LF of damaged bulkhead.
To install a 16" pipeline crossing.
Dredging
Removal of the Rife Loth Dam on the South River in the City of Waynesboro.
To improve an existing SWM basin by re-grading and seeding the basin and stabilizing the channel carrying stormwater from
To extend a walkway to create a longer boat slip, as property in James City County by WEG.
Jurisdictional determination request for a 2.36 acre well as more pilings
JPA received 08/08/11: to retrofit existing BMP.
To construct 60' of riprap revetment
To install 86' of riprap revetment as well as a 6' x 24' walkway to a 32' x 43' T-head with 11' x 28' boat slip included within it
replace roadway crossing pipe washed out by flooding and repair road shoulder
Expansion ofstabilization
streambank existing County Prison Facility
JPA received 08/10/11: to place rock in creek bed and on bank.
To replace pilings and sheets with tiebacks.
-
rip rap shoreline stabilization
To construct a 76' pier with a L-head and a 12' x 16' floating platform.
23 LF riprap. NWP-13 (ARJ)
JPA received 08/17/11: to maintenance dredge approx 3,000 CY of material. RP-19(ARJ)
Wetland delineation confirmation
12/20/2010:Request for jurisdictional delineation confirmation of the 208-acre DEVGRU
Compound at Naval Air Station Oceana Dam Neck.
To install 2 groins.
This is a request for a verification of a wetland delineation.
This is a request for a verfication of a wetland delineation.
JD
Utilize additional needed room/property for vehicles due to postioning of new barn/shop. Nearby drain field and electrical lin
To repair the existing fuel pier and replace its supporting mooring dolphins at the JEBLC along Little Creek in Virginia Beach, V
replacement bulkhead
stream crossing
Install riprap sill and coir logs, backfill and plant wetland vegetation, construct an open side boat slip cover and expand existin
Install riprap sill and coir logs, backfill and plant wetland vegetation, construct an open side boat slip cover and expand existin
Install riprap sill and coir logs, backfill and plant wetland vegetation, construct an open side boat slip cover and expand existin
The applicant proposes to permanently impact 0.15 acre of forested wetlands and 172 linear feet of stream channel to constr
Construct rock revetment and pier.
Construct an 7 foot by 10 foot expansion to a pier and two 5 foot by 30 foot finger piers and a boatlift.
Construct an 7 foot by 10 foot expansion to a pier and two 5 foot by 30 foot finger piers and a boatlift.
Construct an 7 foot by 10 foot expansion to a pier and two 5 foot by 30 foot finger piers and a boatlift.
Replace portion of pier with a 6 by 20 "T" head add 4 pilings for boathouse and 4 for boathouse
To construct a 45' breakwater, 40' channelward of existing rip rap.
To construct 20 LF of bulkhead with (2) 6' returns.
Delineation confirmation for 2050 LF of tidal shoreline along Thalia Creek.
To install a 160' x 5' pier with a 11' x 16' L-head and a 8,000 lb. aluminum boat lift. A portion of pier is a bridge; actual encroa
To install 220 LF of rip rap. NWP-13 (ARJ)
Slope repair along 39 linear feet of bank.
To construct a pier, bathouse and boatlift and a roof over deck.
sewer line
To install rip rap, remove existing gate structure, set up new cofferdam, and remove concrete weir wall, concrete apron, and
Aquapurse Floats
utilty line
utility crossing access
Wetland Delineation
To construct a rip rap low profile groin 48' channelward of MHW and a 47 LF rip rap revetment.
To install 215' of rip rap and a 276' of marsh toe stabilization.
Pre-application consultation.
Pre-application consultation.
nwp for pipe repairs
To construct 192 LF of rip rap.
Install mooring piles for Opsail 2012 event.
driveway maintenance and rehabilitation
stream and wetland restoration
To place 43' of rip rap, construct a 80' replacement pier with a 16'x14' "L" platform, a 4'x14' lower platform, and a boatlift.
To place 43' of rip rap, construct a 80' replacement pier with a 16'x14' "L" platform, a 4'x14' lower platform, and a boatlift.
To fill area that used to be associated with old VDOT roadway.
Road across rear of small constructed irrigation pond
To remove and replace existing boat ramp within same footprint and construct a 30' groin.
To construct 102' rip rap in front of existing deteriorated bulkhead.    NWP-13 (ARJ)
To conduct maintenance dredging and new work dredgingapproaches and basins. Lynnhaven navigation channel, as permi
2010: To maintenance dredge previously authorized slips, of Western Branch of the
October 2011: To conduct maintenance dredging of the Teen Piers area JEB Little Creek
To install an aerial 34.5Kv electric line crossing approximately 500 feet north of Big Rock Post Office on US Rte 460 (Riverside
stream restoration
stream restoration
To install 1,000 LF of sewer line.
200' rip rap
JPA received 08/17/11: to install 80' of rip rap.
This is a request for maintenance and repair of a gas line.
utility crossings
utility crossings
utility crossings
77' of riprap
This is a request for a verification of a wetland delineation.
Grange Hall Elementary School Waterline Extension 6801 Woolridge Road-Moseley TRS, LLC Timmons Group 100' linear corri
To remove existing rip rap and construct a 105' vinyl bulkhead with 5' returns.
To replace existing 4' x 160' dock.
Replace an existing 4' wide by 90' long open piling dock that was damaged during Hurricane Irene. Dock will be replaced on e
access road
Beach replinishment and dune construction
to replace foot bridge with culverted bridged crossing for vehicle access to home
To install a 48' wooden groin.
To remove and replace existing 100' bulkhead with a 10' return leading to boat ramp, and a 6' return wall (total 116 LF).

The ¿Wythe County Water and Sewer Study¿ buildups along 1995 by Anderson the
To clear brush, small trees, debris, and sedimentwas prepared inthe ditch and within& ditch banks starting at the outfall an
Associates, Inc. It provided a and Sewerof existing County water systems and outlined
The ¿Wythe County Water summary Study¿ was prepared in 1995 by Anderson &
Associates, Inc. It provided a and Sewerof existing County water systems and outlined
The ¿Wythe County Water summary Study¿ was prepared in 1995 by Anderson &
Associates, Inc. It provided a summary of existing County water systems and outlined
maintenance of culvert removal of cattails
To add to an existing pier a 44' x 10' wide extension, construct a 34 ' x 13' boathouse, a boat lift, a 6' x 13' long pier, a 3' x 2' c
To replace an existing recreational fishing pier and to construct a pier addition to an existing fixed pier. The replacement pier
To replace an existing recreational fishing pier and to construct a pier addition to an existing fixed pier. The replacement pier
To repair 60 LF of rip rap damaged by hurrican Irene in August of 2011.
pre app
10/17/2011: JPA for after-the-fact approval to install a 40-foot long by 18-inch diamer pipe in
09/01/11: Request to repair damage done to pier and rip rap caused by Irene.
To install 200 LF of rip rap infront of existing bulkhead.
submitted to construct a 22-foot-long by 5-foot-wide finger pier, a 43-oot-long by 5-foot-wide finger pier, install a boatlift and
To construct a 60' x 5' pier with an 8' x 16' T-head deck.
To construct a 90' groin and palcement of approximatelt 20 cubic yards of sand beach fill. RP-19 (ARJ)
Preapplication meeting to discuss contrtucting a pond
To remove existing decking, shed, and roof. Add slip and upperdeck within existing footprint
Remove current walkway and deck, add deck and walkway on right hand side of boat house
To install 200' of riprap as well as a 30' x 38' dock
To add a new 4' x 35' walkway onto an existing pier
pre-app
Boat ramp sediment removal
Culvert Crossing
To cut phragmites, apply herbicide, and install choir logs.
Install a 40 foot long and 6 foot wide pier and boatlift to the side. Total encrochment is to 20' channelward of MHW in this 55
To clear brush, small trees, debris, and sediment mounds along the ditch and within the ditch banks starting at the outfall and
To construct a pier with a L-head, and a covered boat slip.
submerged stream crossing
 viously channelized stream.




nd 694 linear feet of riprap revetment at 4024 Wheelgate Lane (Lot#4), which will tie into the existing revetment at 4025 Wheelgate Lane




creek bank; temp cofferdam




ng the channel carrying stormwater from the basin. Improvements will include approx 260 LF of channel alteration.




with 11' x 28' boat slip included within it
 /shop. Nearby drain field and electrical lines are reducing areas that can be used for turning/parking, etc. Would like to fill in approximat
EBLC along Little Creek in Virginia Beach, Virginia. The proposed work will include the replacement of the four (4) existing timber mooring




pen side boat slip cover and expand existing pier and add a catwalk.
pen side boat slip cover and expand existing pier and add a catwalk.
pen side boat slip cover and expand existing pier and add a catwalk.
172 linear feet of stream channel to construct the initial phase of a medical center to be known as ¿West Creek Medical Center¿. The a


piers and a boatlift.
piers and a boatlift.
piers and a boatlift.
r boathouse




 A portion of pier is a bridge; actual encroachment of pier into waterway is 90' where the waterway width is approximately 375' (RP-17)A
e concrete weir wall, concrete apron, and culverts. Also construct new weir wall and stop logs, new concrete apron, and construct a new




 revetment.




 a 4'x14' lower platform, and a boatlift.
 a 4'x14' lower platform, and a boatlift.




e Lynnhaven navigation channel, as permitted via Department of the Army Permit #96-0688. Maintenance dredging will occur along the 4


Rock Post Office on US Rte 460 (Riverside Drive) in Buchanan County, VA.




TRS, LLC Timmons Group 100' linear corridor totaling 39.2 acres along the southside of Hull Street Road, USR 360Winterpock Creek Chest
urricane Irene. Dock will be replaced on existing footprint.




p, and a 6' return wall (total 116 LF).
n the ditch banks starting at the outfall and going 200¿ downstream (Northwest) towards the cross-over pipe under Distribution Dr. The




e, a boat lift, a 6' x 13' long pier, a 3' x 2' catwalk, 3 mooring piles, an additional boatlift, and two PWC lifts.
n existing fixed pier. The replacement pier will be74-feet-long by 6-feet wide with a 10-foot-long by 125-foot-wide T-head and will encroa
n existing fixed pier. The replacement pier will be74-feet-long by 6-feet wide with a 10-foot-long by 125-foot-wide T-head and will encroa




-foot-wide finger pier, install a boatlift and to construct a 40-foot-long by 20-foot-wide boathouse on an existing pier


ch fill. RP-19 (ARJ)




nt is to 20' channelward of MHW in this 55' wide man-made canal; therfroe, the pier will qualify for either RP-18 and/or NWP-2 (ARJ)
n the ditch banks starting at the outfall and going 200 feet upstream and downstream (East/West). All work will be done by hand except w
nt at 4025 Wheelgate Lane (Lot#3); and to install 40 feet of coir logs and sand backfill to create a 1200 square foot Spartina alterniflora ma
uld like to fill in approximately 60-feet to existing line.
4) existing timber mooring dolphins with concrete pile dolphins with associated hardware and fenders; concrete spali repair, pile encapsu




ek Medical Center¿. The applicant also proposes to temporarily impact 91 linear feet of stream channel for the construction of two utilit




proximately 375' (RP-17)ARJ
pron, and construct a new box culvert, headwalls and wingwalls.




dging will occur along the 4.26 miles of channel from Station 0+00 to 226+00. Approximately 80,000 CY of material will be mechanically d




60Winterpock Creek Chesterfield County
under Distribution Dr. The pipe will also be cleaned out. All materials shall be removed and disposed of offsite at Potters Pit. Any excessiv




ide T-head and will encroach a maximum of 48 feet channelward of mean high water. The proposed pier addition will consist of a 6-foot-
ide T-head and will encroach a maximum of 48 feet channelward of mean high water. The proposed pier addition will consist of a 6-foot-




8 and/or NWP-2 (ARJ)
be done by hand except were long arm equipment can reach from the roadway. All materials shall be removed and disposed of offsite at
quare foot Spartina alterniflora marsh in an existing unvegetated wetland area along the Western Branch of the Lynnhaven River in Virgin
concrete spali repair, pile encapsulation or rebuild repair, and the cleaning and re-coating of mooring hardware, handrails and reinforcing




l for the construction of two utility line crossings. The initial phase of the project includes the construction of an access road (to be shared
of material will be mechanically dredged from the shoaled portions of the channel to the authorized 60-foot channel width and maximum
offsite at Potters Pit. Any excessive disturbance shall be stabilized with EC-2 matting and seed. Work shall be done by hand except when e




er addition will consist of a 6-foot-long by 10-foot-wide finger pier with a 21-foot-long-by 8-foot-wide floating pier and associated access r
er addition will consist of a 6-foot-long by 10-foot-wide finger pier with a 21-foot-long-by 8-foot-wide floating pier and associated access r




emoved and disposed of offsite at Potters Pit. Any excessive disturbance shall be stabilized with EC-2 matting and seed.
h of the Lynnhaven River in Virginia Beach, Virginia.
ardware, handrails and reinforcing steel. All work will take place within the existing footprint of the fuel pier. All work to follow the attach




on of an access road (to be shared with the property to the south), an emergency room facility, parking, helipad, utilities and a storm wat
0-foot channel width and maximum -6.0-foot channel depth MLW (which includes any overdredge). New work dredging will occur along S
all be done by hand except when equipment can be staged along the roadway that can reach the work area.




oating pier and associated access ramp. The proposed pier addition will result in a maximum channelward encroachment of 52 feet.
oating pier and associated access ramp. The proposed pier addition will result in a maximum channelward encroachment of 52 feet.




atting and seed.
pier. All work to follow the attached plans titled "Joint Expeditionary Base (JEB) Fuel Pier Repairs," Sheets 1-9, dated July 20, 2011 and da




helipad, utilities and a storm water BMP. Goochland County currently has no hospital resources. The applicant indicated that the State H
w work dredging will occur along Stations 226+05 to 263+10. The new work dredging includes the removal of approximately 15,000 CY of
rd encroachment of 52 feet.
rd encroachment of 52 feet.
ts 1-9, dated July 20, 2011 and date stamped as received by this office on September 1, 2011.




pplicant indicated that the State Health Commissioner has issued a Certificate of Public Need for West Creek Medical Center and has dete
val of approximately 15,000 CY of material and the widening of the channel from 30 feet to 40 feet and deepening of the channel from -5
Creek Medical Center and has determined the need for this facility. The applicant proposes to mitigate for the proposed impacts by purch
deepening of the channel from -5.0 feet MLW (with max. overdredge depth) to -6.0 feet (with max. overdredge depth). The dredged mat
or the proposed impacts by purchasing 0.3 wetland credits and 205 stream credits from approved wetlands and streams banks. Previous i
rdredge depth). The dredged material will be transferred to sealed trucks at the Western Branch Canoe Launch and Dredged Material Tra
nds and streams banks. Previous impacts to waters of the U.S. for the development of the West Creek Busines
Launch and Dredged Material Transfer Facility located at 4338 Virginia Beach Boulevard and taken to the Whitehurst Lake Dredged Mate
he Whitehurst Lake Dredged Materia

				
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