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Home My WebLink AboutNCDOT 18-93 Pamlico RiverPermit Class I Permit Number MODIFICATION/MINOR 18-93 STATE OF NORTH CAROLINA Department of Environment, Health & Natural Resources and Coastal Resources Commission�� vrrmtt NOV 2 93 ' 's for X Major Development in an Area of Environmental Concern — -------- ...... „� pursuant to NCGS 113A-118 X Excavation and/or filling pursuant to NCGS 113-229 Issued to NC Dept of Transportation Div. of Highways P.O. Box 25201, Raleigh, NC 27611 authorizing development in Beaufort County at Pamlico River, north and south sides at DOT Ferry Terminals as requested in the rmittee's ap lica[ion�dt ted emer including attached workp an drawings, 1-N8" and "Sl- 7 ,' all date 1 cation t. This permit, issued on NOVEMBER 17, 1993 is subject to compliance with the application (where consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be subject to a fine, imprisonment or civil action; or may cause the permit to be null and void. 1) This permit modification authorizes project changes and/or additions depicted in the revised workplans listed above and stated in the application request letter in items 1-7. 2) This modification must be attached to the original of permit No. 18-93 issued on February 2, 1993 and all documents must be readily available on site when a Division representative inspects the project for compliance. 3) All conditions and stipulations of the original permit remain in force under this modification unless altered herein. This permit action may be appealed by the permittee or other qualified persons within twenty (20) days of the issuing date. An appeal requires resolution prior to work initiation or continuance, as the case may be. This permit must be accessible on -site to Department personnel when the project is inspected for compliance. Any maintenance work or project modification not covered hereunder requires further Departmental approval. All work must cease when the permit expires on December 31, 1996 In issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. Signed by the authority of the Secretary of DEHNR and the Chairman of the Coastal Resources Commission. oger . Schecter, Director Division of Coastal Management This permit and its conditions are hereby accepted. Signature of Pernittee y0UT ,Si7E ,A„ All eT,-/ )5A-51 H ' STIL oRAGE �i I P�Opo.5ED p TA-. /+80.41 -T- 15-C.M.2— C I u �ti4+00 r00 EX T-END . PIPE rrRJ P.,eOP. _QE/v_T S.TA.: �-00 P. f. 900 R7 �.srA 10426.00-% -�} 1.0 + IG.91-; - I - PRoF WASH .GEFLECTCR r C E'1- 0.2 W. PI 5TA. 10 4 45.24 T a I IOADI/tip Fi �^ 1, ..�` EXIS.T. LIFT' PIER �- Rp. 70 BE REMV D. g 41 P2 11�2 op 0 s e5D N- w ` PI J SUPEe3TeC/C J2£ rSEF pRoPOSED Fr PeOP. .STEEL 7Yp/GfiL SECT/ON� �-'A fin p �i DOLr'f7 i.11fC-�� /I i U J PI �r�oc-/�klag3 AW 5TA 9 + 80.4I-T- FF @ E, BT "I �I GRADE POINT R. Z/Ol ROADWAY ( SEE PAVEMENT REPAIR SHEET) 10 j� 5UkVEY STA 9199.10-T- � SFA l0 +l6.91-T- BENT "l BENT a2 3'-UX 1261,Coffo SLABS I EXIST BULKHEAD I BACKFI L L - PRoRnSEO BULKHEAD - PZ27 PILES STEEL RAMP 10ADING - Pk P WASP! DEFL ECTo,P ToP EL. 3.0' i 1.30'M.H.T, SECTION ALONG 0 NORTH RAMP BRIDGE FOR DETAILS SEE I V L SURVEY -T.- L— GLIARDRAIL S110 I j r,R I - 1 � 112' (TYP.) t:806 --8— I 12_ II.S. TRANSVE85E POST - TENSIONING STRANDS IN 2' b IIOLE BITL)MINIIS WEARING SURFACE —t 511EAR KEYS TO BE FILLED WITH GROIIT AFTER ALL ERECTION WORK IIAS BEEN COMPLETED AND AFTER FINAL. TENSIONING OF TRANSVERSE STRANDS. SEE SPECIAL PROVISIONS FOR GROUT. SLABS • 18.0 TYPICAL. SSECII.4N---- C0Z 4FD S L_.4 6 5 4'WgCC IL�2 •.�: � � .°. '- .e a �. � ° : '.e ° _ e .. 4J- 1. 4 G- J F',A nl /odds .7-7 1 s �- 1 1 21 lib jib 1 lli Mia al iL•� I �� I� �� r .� - - �,�1 ' '�`- �_� � szu�•y� -' (P_ nva,^I �' �L - �iL-p3'y;d'�,Yy�._ 'Y '�. ao�,-1f�r9�1 .pd�•', ,9,y:rMLs�. :a:a'vi�:,�•( . pa. n Z°I I r qyM. EXISTING ROADWAY -\ 817-UMINOUS CONCRETE BINDER COURSE, FYPE - H I /2 817-UM'IAIOUS CONCRETE SURFACE COURSE TYPE l-1 P,eo,00s�p Fiivi.3/,' ESE Tin/ G - CORED SL A 8 UNIT -L..f = — — 0 HP l2 A" 53 STEEL PILE NORTH RAMP Al �v FILTER r.�.�,�lC ,� :i.�.l.-0.J0' •j��-►. afR:QuAL�TY Mo�lfia_ �, . i RAILER Sr -A ,(o 72.74 P. 0 I.I .�4 - - ` tsy - • 7o p 0,e / i7o ExCcEO L E V. Cass !^ 217C c.,. • � lr % 1 / CIASS 1L RIP TO TOP OF BANK :r. _.✓—_.�.-` � SECT/OA/ �-C 4� 8 I FILTER FAERlC I t WATER I ...-EDGE o . C' 1 TOP OF BANK p l 4 N 7 5rrE A' EL L.0 — NG ST,2E�gN �f� GE or" �.L�rtiEa� z.o EXILTIuG r1 i 6U',.ICHEAD�� I I cy�Si�NG EL. 0.0 I I H__// . I To 9E Fi�tr / I1 � II z-S= M_ H T EL. 1. 3 MLT. EL.:uL_ F/LL FiS GE aF F,e.oPasEo ,B��,r;=e,�a _ LSD 1 SHEET PiL/NG IQ oc,46- ►q�l3 N.r..u.o.'r. DIVISION OF HIGHWA YZ5 2.110013 BEAUFORT CO. I'AMI.ICti RIVEN FFIMY I4II1.ME'AU I'I.ACEMENT SIIUIlI:LINI! 15'1',AIILI'LATION .1511H :I' 0F :)-:12 SouTh° r � F2CPO 5ED L OADln/ =C 7/0 At'.5, r� , PI PI 1=ROr''05ED DOLPHIII/S j Y ' FXISTING. STEEL LOADiN C �( TO B r REMOVED AND f pr sTA 9 -t 46. 97 T- pf EXISI• LIFT r1E(. 5TA.. 9 f 75.30 T: l9- I.. 6 , W. P, . 3 /8 FEMOVE EXIST. IZ' "C.S.P. STA 5+05-7/ EQ� -r- sTA to+00 ws0°RT sTA lot 02.03. T ./ BENr-vi lrJ.P. # w c"X' S; JhIS STRiK7 RE . ( `o EE REMOVED) D " STA ro f- 29. FF@ E.BL"l .WPC 90°00' STA. 94 66.00. PROP -. vJA SN - Dr FLECTIOR STA.. 5.t 50.00 . Et�D cULis HEA, Pie OFOS� D Co N c L' oADlNG 0cAMp . .. LAs s n 10 / Di EL -} ✓ \ _ p0�,c1 Jam, D PeoP. Power � Ex157. POWE.p .yf.� F J 1J / PROP015ED � F�iC 44A. RSH F STEEL LOADING RAMP PROP WASH rOP EL. 3.00 `MILL EL. I.30' PZ27 PILES E' SURVEY 5rA 10 f 00 STA. 9�75.30 srA 10129.63-r- 8E7!02 5TA 1of02.03 4 BEN!'l - FF11 E-BF'I GRADE R7i,Y! EL. = 7.D4' PROPoSED BI CYCAO TOP OF CAP FL. 5.00' ' 1 3'-O"A I � 6' \� R15pM; CORFD SLABS W/HI BUIBNEAD I `WEARIX SURFACE �FROFVSED GRADE PZ21 PILES — 5Ecn0H ALONG � SOUTH RAMP 1"11-0 FOR DETAILS SEE � GUARDRAIL SREEF _ • I Id^ FE BRIDGE ( SNRVEY -T.- =0-. 0 12' II.S. TRANSVER5C POST - TENSIONING STRANDS IN 2'0 IIOLE �J G PRESIRESSED CONCRE-tE_COR BITLIMINLIS WCARING 511RFACE -\ 0 0 010 SIIEAR KEYS TO BE FILLED WITII GROIIT AFTER ALL ERECTION WOISK HAS BEEN COMPLETED AND AFTER FINAL. TE1,1510NItIG OF TRANSVER5C STRANDS. SEE SPECIAL PROVISIONS FOR GROAT. SLABS • IB -O _ r E� i"We4K 62 -%' 7N dJv.661T W�4— �LZ-Z« ar. - -Ru6 RPIL"(:�:(P.B4jN 610ES) . _ �2�nI�Vt cn FLmr S TeEEL S/o/I /v r W24 x I In2 :U = eolj �zlkcKr '>t F( p� alL'd' Vjvi ds1 ' _ iGl .41P4.. we mint I i. .( L•6:a"i1:-gay. _2 ' V�IOK�nb rf' ! :L lo�a'te°�e'xl: J " It,ccAyq'x i21 Rel.1L gyp•' ^ir A !3�IFF. . _ --L�e"fe4•x'Q»' 1 A h u.s: e It co III powel: II it .. 1�12,r 53 - •— �I •I 1- - " Lo'-Sglfn ST�c� �P.yIV 1 ' I � i4EV —112, BI TLJMINOUS CONCRETE SURFACE COURSE TYPE I-2 Ln/s7`/NG LL6V, I EX13TING ROADWAY B1TUMalloUS CONCRETE I �I 131NDER COURSE, TYPE N -- s� N P l 2 x 5 3 • sTEEL PILES JUU �� r\^ P v -z1 TH 8 i'/'Cf�,LU CC,JL�F;�JIU 5(T'E so a rf? b5A S l N/ £L G.0 — G B UU HEap — PILES -Z.o 1 AAAX. I � bcrIle c I II I Coon/C. CAP mot. S.o 2.5' M.HT, Et. 1.3 -} MLT. EL F/LL-�it'G� of .gZOF�75F 0 .�� EEL SHEET PILIA16 N.c.U.o."r. DIVISi17N OF HIMIWAY, 2-110013 BEAUFORT Co. PAMLICO RIVI;I( I'I•:I HY 51I0I1FLINE STAM,17ATIE)N anr_i T or :I -a State of North Carolina Department of Environment, Health and Natural Resources Division of Coastal Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary Roger N. Schecter, Director 8 December 1993 Mr. J.A. Wolf, Jr., P.E. Resident Engineer N.C. Department of Transportation 601 South Glenbumie Road New Bern, North Carolina 28560 Dear Mr. Wolf, 1� .: �r CIF-= NR r t DEC 13 �wMwwwowweewwwbwA ■M� This letter confirms our telephone conversation on 2 December 1993 and is in response to your letter to me dated 3 December 1993. As you are aware, our telephone conversation and your letter concerns your agencies needs to connect three steel pilings and whalers to a previously permitted steel sheet pile prop deflector wall at the Pamlico River Ferry basin on the north side of the Pamlico River in Beaufort County. As I stated to you during our telephone conversation, no additional permits will be required from the Division of Coastal Management for the placement of the pilings and the whalers, if the work is conducted as shown on the plat which was attached to your letter. You should also attach a copy of the plat to CAMA Major and Dredge and Fill Permit No. 18-93 which authorized the original development at the site. If you have any further questions do not hesitate to contact me. Sincerely, David L. Gossett Field Representative DLG/pp cc: T Moore - District Manager, Washington Regional Office, DCM reston Pate - Assistant Director, DCM John Parker - Major Permits Coordinator, DCM Norm Sanders - U.S. Army Corps of Engineers, Washington Office 1424 Carolina Avenue, Washington. North Carolina 27889 Telephone 919-946-6481 FAX 919-975-3716 An Equal Opportunity Affirmative Action Employer 50%recycled/10%postcon"ner paper Permit Class Permit Number NEW 18-93 STATE OF NORTH CAROLINA Department of Environment, Health & Natural Resources and mrm Coastal Resources Commission Vermit u 8 �ss3 for Y"ILTi7ML _X_ Major Development in an Area of Environmental Concern pursuant to NCGS 113A-118 X Excavation and/or filling pursuant to NCGS 113-229 Issued to NC Deot. of Transportation Div. of Highways P 0 Box 25201 Raleigh NC 27611 authorizing development in Beaufort countyat Pamlico River, mouth and south sides of DOT Ferry Terminals as requested in the perrnittep's application dated 11 /13/92 includ- ing attached workplan drawings 8 sheets w/sheets 1-4 dated revised 11/92 and sheets 5-8 of 8 dated 9/92. This permit, issued on February 3, 1993 , is subject to compliance with the application (where consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be subject to a fine, imprisonment or civil action; or may cause the permit to be null and void. Bulkhead Construction 1) The bulkhead will not extend waterward more than 3 feet beyond the face of the exist`-; 'Sul:head at sny p.-in' along its alignment. 2) The bulkhead must be constructed prior to any backfilling activities. 3) The bulkhead must be structurally tight so as to prevent seepage of backfill materials through the structure. 4) The bulkhead must be solid and constructed of treated wood, concrete slabs, metal sheet piles or other suitable materials approved by department personnel. No excavation is permitted, except for that which may be required for the construction of the bulkhead wall, riprap, deadmen cables, etc. This permit does not authorize any excavation waterward of the approved alignment. See attached sheet for Additional Conditions) This permit action may be appealed by the permittee or other qualified persons within twenty (20) days of the issuing date. An appeal requires resolution prior to work initiation or continuance, as the case may be. This permit must be accessible on -site to Department personnel when the project is inspected for compliance. Any maintenance work or project modification not vered hereunder requires further Departmental approval. All work must cease when the permit expires on December 31, 1996 In issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. Signed by the authority of the Secretary of DEHNR and the Chairman of the Coastal Resources Commission. �r R�ger.V. Schecter, Director Division of Coastal Management This permit and its conditions are hereby accepted. Signature of Permittce NC Dept. of Transportation ADDITIONAL CONDITIONS Permit #18-93 Page 2 of 5) The fill material will be clean and free of any pollutants, except in trace quantities. 6) All backfill material will be obtained from a highground source and confined landward of the permitted bulkhead. 7) All fill material to be placed below normal water level will be confined behind the permitted bulkhead. 8) No excavated or fill material will be placed 'at any time, in any marsh or surrounding waters, outside of the alignment of the fill area indicated on the workplan drawings. Riprap Installation 9) No riprap will be placed atop any wetlands or to an elevation greater than adjacent wetlands, except at the east end of the bulkhead on the south side where the riprap must be placed as shown on sheet 6 of 8. 10) At no location, will riprap be placed further beyond the NWL than shown on the appropriate workplan drawing. Maintenance 11) The permittee must install and maintain, at his expense, any signal fights and signals prescribed by the U. S. Coast Guard, through regulations or otherwise, on authorized facilities. 12) The permittee will maintain the authorized work in good condition and in conformance with the terms and conditions of this permit. 13) The authorized structure and associated activity will not cause an unacceptable interference with navigation. NOTE: The Division of Environmental Management has approved this project under General Water Quality Certification No. 2665 issued on January 21, 1992. V FIELll INVESTIGATION 1t1'YUK % 3 **** P I. APPLICANT'S NAME North Carolina Department of Tram�nrtar;nn 2. LOCATION OF PROJECT SITE Beaufort County, Pamlico River Ferrry, NC 306, nortk and south sides of the Pamlico River, near Aurora, Gay ors Bay. PHOTO INDX: 1989: See attached 1984: See attached STATE PLANE COORDINATES: X: See attached Y: See attached 3. INVESTIGATION TYPE: bREDGE & FILL 4. INVESTIGATIVE PROCEDURE: (A) DATES OF SITE VISIT 11/04/92 (B) WAS APPLICANT PRESENT Yes 12/03/92 CAMA X 5. PROCESSING PROCEDURE: APPLICATION RECEIVED December 9, 1992 OFFICE Washington Regional OfTice 6. SITE DESCRIPTION: (A) LOCAL LAND USE PLAN Beaufort County LAND CLASSIFICATION FROM LUP Conservation (B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE X COASTAL WETLANDS PUBLIC TRUST WATERS X ESTUARINE WATERS_ OTHER (C) WATER DEPENDENT: YES X NO X (mooring piling) riprap, bulkhead) (D) INTENDED USE: PUBLIC X PRIVATE COMMERCI (E) TYPE OF WASTE WATER TREATMENT: EXISTING Septic tanks PLANNED None (F) TYPE OF STRUCTURES: EXISTING Ferry loading structures, bulkhead, etc. PLANNED Dolphin clusters, bulkhead, riprap (G) ESTIMATED ANNUAL RATE OF EROSION 0-2' SOURCE DCM staff observation 7. HABITAT DESCRIPTION: 8. (A) VEGETATED WETLANDS Phragmites sp. (B) NON -VEGETATED WETLANDS: *450 sq. ft (southside eastend) (C) OTHER: 1,020 sq. ft. riprap NS 1,755 sq. ft. behind bulkhead NS Open water 42010 sq. ft. riprap SS 735 sq. ft. behind bulkhead SS (D) TOTAL AREA DISTURBED: 7,970 sq. ft. NS and SS (E) PRIMARY NURSERY AREA: YES NO X (F) WATER CLASSIFICATION: SB-NSW OPEN: YES NO X PROTECT SUMMARY: The NC -DOT is proposing to replace bulkheads, place riprap and install new dolp in clusters at tne eamiico hiver Perry on both the north and EM0RANDUM [JAINO,71A93 `U TO: David Gossett FROM:/ Crew DATE: "\V\- 5 January 1993 SUBJECT: NCDOT Proposal For Improvements to Both North and South Ferry Landings on Pamlico River This proposal falls under the auspices of the December 1987 CRC Certified Beaufort County Land Use Plan. That Plan offers the following limited guidance on projects of this nature. Pg. 48 RESOURCE PROTECTION POLICY 102. Preserve and protect Areas of Environmental Concern a. Support development in AECs only if such development meets the management objectives in 15NCAC 7H.0203 and meets the Use Standards in 15NCAC 7H.0208 and .0209." Discussion in the data collection section of the Plan does talksto the Transportation Improvement Plan for the County, but there is no specific mention of this type project here or in the policy section of the Plan. The Land Classification Map places the water areas to be affected in the Conservation Class by references as follows: Pg. 73 115. Conservation The Conservation Class designates areas the County believes should be kept in a natural condition or if developed, done so only under very controlled conditions. As shown on the Map of Land Classification, Conservation areas include Goose Creek State Park on the north side of the river, and Goose Creek Gameland on the south side of the river. Public trust areas, estuarine waters, coastal wetlands, and estuarine shorelines up to 75 feet from the mean high water line are included in the Conservation class by reference." Land abutting the site is shown in the Rural Land Class. That class is as follows: MEMORANDUM 5 January 1993 Page 3 Pg. 73 "4. Rural As shown on the Map of Land Classification, most of the County has been classified Rural. Agricultural, silvacultural, and low density residential uses predominate in Rural areas. The results of the 1987 public survey indicate that many residents appreciate the rural character of the Beaufort County area. The County supports continued use of its Rural lands for farming and forestry activities that meet the policy objectives outlined in its Land Use Plan. Residential development is also deemed an appropriate use of Rural lands, however the density of that development should not necessitate public or private water or sewer service. Large lots would characterize residential development in Rural areas, and project density would be low, generally less than or equal to one unit per acre." The summary of land classification as contained on Pg. 74.1 includes the following: "Rural Purpose - agriculture and very low density Class residential Land Uses - farming, forestry, residential Services - none Density - generally greater than 1 du/acre Lot Sizes - not applicable Conservation Purpose - resource protection Class Land Uses - AECs and other sensitive natural areas Services - none Comment - land basically to remain undeveloped or developed only under controlled conditions" As the water to be affected is an AEC by reference and the County's policy is to support only those activities that are consistent with AEC standards in effect they are deferring AEC administration to DCM. If this proposal can be permitted consistent with AEC standard, I believe it would not be inconsistent with County policy or the County's Conservation Land Class. The Rural Land Class does not include any mention of the landward activates proposed under this proposal. A very literal reading of this class leads me to conclude that those portions of this proposal are not consistent with the county's definition of the Rural Class cc:.4reston Pate John Parker S NC DOT - NC 306 Beaufort County Northside 1989 11-17-89, 2-68-1, Q-4, Q-5, Q-6 1984 12-19-84, 74-984, H-5, H-6, G-6 Southside- 1989 11-18-89, 276-17, H-16, I-16 1984 12-23-84, 68-1390, N-7, 0-7, 0-6 Northside X 2,673,500 Y 618,200 Southside X 2,671,000 Y 6,599,700 STATE PLANS COORDINATES - Ramsonville LL t f NC DOT - NC 903 Beaufort County Environmental setting During the early 19601s, the NC -DOT established the Pamlico River Ferry in Beaufort County. The Ferry transverses the Pamlico River from Gaylords Bay just east of the Town of Bath on the north side of the river to the east of the Town of Aurora on the south side of the river. NC 306 is located at each ferry site. The north side consists of a bulkheaded basin with loading ramps and dolphin clusters. Also, riprap has been historically placed at both the west end and the east end of the bulkhead., At the east end a large area of Spartina cynosuroides marsh is present; 'upland development consists of a office complex, parking lots and a approach road. The south side site also consists of a bulkheaded basin with loading ramps and dolphin clusters. As with the north side some riprap is present at both of the east and west ends of the bulkhead. Also, at both ends of the bulkhead areas vegetated with Phragmites spp. are present; upland development on the south side consists of restrooms and a approach road. Project proposal (A) North Side - The applicant is proposing the following: (1) To construct ±585' of steel sheet pile bulkhead. The new bulkhead will be 3 1/2' waterward of the face of the existing bulkhead or 31 waterward of the existing support pilings. (2) To place ±50' of riprap waterward of a portion of existing bulkhead. This area of riprap will average 9' beyond the NWL. (3) To place ±30' of riprap waterward of the NWL at the western end of the existing bulkhead. This riprap will be placed partially atop existing riprap and will average ±9' beyond the NWL. (4) To place ±150' of riprap waterward of the NWL beginning at the east end of the existing bulkhead. A portion of this riprap will be atop existing riprap and a portion will be placed waterward and to the same elevation of an area of Spartina cynosuroides marsh. No riprap will be placed atop the marsh. This 150' section of riprap will average 2' beyond the NWL. (5) To place five (5) new cluster piles within the ferry basin. Four (4) of these piles will be west of the loading ramp and one (1) will be to the east of the riprap. (B) South Side - The applicant is proposing the following: (1) To construct ±245' of steel sheet pile bulkhead. The new bulkhead will be 3 1/2' waterward of the face of the existing bulkhead or 2' waterward of the existing support pilings. T NC DOT - NC 306 Page2 (2) To place ±300' of riprap waterward of a portion of the existing bulkhead. This area of riprap will average 10, beyond the NWL. (3) To place ±65' of riprap waterward of the NWL at the western end of the existing bulkhead. This riprap will be placed partially atop existing riprap a portion will be placed waterward and to the same elevation of an area of Phragmites spp.. This section of riprap will average ±2' beyond the NWL. (4) To place ±180' of riprap waterward of the NWL at the eastern end of the existing bulkhead. This riprap will be placed partially atop an area of Phragmites spp. which is existing beyond the NWL at this location. This section of riprap will average ±2' beyond the NWL. (5) To place two (2) new cluster piles within the ferry basin. One (1) set of piles will be on the west side of the loading and one (1) set - will be on the east side of the loading ramp. Environmental impact North Side (1) ±1,755 square feet of open water area will be filled landward of the proposed bulkhead. (2) ±1,020 square feet of openwater area will be filled by the placement of the proposed riprap. (3) No wetland vegetation will be excavated or filled. (4) Some short term turbidity will exist during project construction. South Side (1) ±735 square feet of open water area will be filled landward of the proposed bulkhead. (2) ±4,010 square feet of open water area will be filled by the placement of the proposed riprap. (3) ±450 square feet,of Phragmites spp. will be filled by riprap placement at the eastern end of the existing bulkhead. (4) Some short term turbidity will exist during project construction. David L. Gossett - Washington Office - 10 December 1992 JAMES G. MARTIN GOVERNOR THOMAS J. HARRELSON SECRETARY s SToM STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION P.O. BOX 25201 RALEIG H 27611-5201 November 25, 1992 Division of Coastal Management N.C. Department of Environment, Health and Natural Resources P.O. Box 27687 Raleigh, North Carolina 27611 ATTENTION: Mr. John Parker Dear Sir: DIVISION OF HIGHWAYS WILLIAM G. MARLEY, JR., P.E. STATE HIGHWAY ADMINISTRATOR SUBJECT: Beaufort County, Pamlico River Ferry Basins near Bath (North Side) and Aurora (South Side) on NC 306, Proposed Bulkhead Replacement and Shoreline Stabilization, State Project No. 2.110013. The North Carolina Department of Transportation submitted a CAMA permit application for the subject project to The Division of Coastal Management on November 13, 1992. On November 23, 1992, Mr. David Gosset (DCM-Washington) requested that some clarifications and revisions be.made to the permit application. In accordance with this request, we are providing the enclosed revised permit application. All information provided in the November 13, 1992 cover letter (enclosed) remains correct. If you have any additional questions regarding this matter, please contact Mr. Doug Huggett of NCDOT's Environmental Unit at (919) 733-9770. Sincerely, S. J. O'Quinn, P.E. Assistant Branch Manager Planning and Environmental Branch An Fnl l?I 0nnnrli m1ty 1 A(lirm,#i%PP A ^#; .n c.....J^o^. cc: Mr. Terry Moore, DCM-Washington District Engineer, COE Mr. John Dorney, DEM, DEHNR (7 copies) Mr. Kelly Barger, PE, Project Management Unit Mr. Don Morton, PE, Highway Design Branch Mr. A.L. Hankins, PE, Hydraulics Mr. John Smith, PE, Structure Design Mr. G.R. Shirley, P.E.', Division 2 Engineer Mr. Robert Goins, Ferry Division -Morehead City Ferry Operations Supervisor -Pamlico Ferry Facility JAMES G. MARTIN GOVERNOR THOMAS J. HARRELSON SECRETARY STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION P.O. BOX 25201 RALEIGH 27611-5201 November 13, 1992 Division of Coastal Management N.C. Department of Environment, Health and Natural Resources P.O. Box 27687 Raleigh, North Carolina 27611 ATTENTION: Mr. John Parker Dear Sir: DIVISION OF HIGHWAYS WILLIAM G. MARLEY, JR., P.E. STATE HIGHWAY ADMINISTRATOR SUBJECT: Beaufort County, Pamlico River Ferry Basins near Bath (North Side) and Aurora (South Side) on NC 306, Proposed Bulkhead Replacement and Shoreline Stabilization, State Project No. 2.110013. The North Carolina Department of Transportation proposes to replace deteriorating bulkheads and provide additional shoreline stabilization at the Pamlico River ferry basins near Bath and Aurora on NC 306 in Beaufort County. Additional dolphin cluster piles are also proposed at each basin. North Side At the ferry basin on the north side of the Pamlico River, 585 feet of bulkhead replacement is proposed. The new bulkhead will extend into the water 31, feet from the face of the existing bulkhead, or 2 feet waterward of the existing support pilings (see sheet 5 of 8). The proposed -bulkhead will consist of 12" wide steel sheet piling with a 2.5'x2.5' concrete cap. The area between the front of the existing bulkhead and the rear of the proposed piling will be filled with select backfill material supplied by a local borrow pit. A small stretch of existing bulkhead on the west end of the basin will not be replaced with a new bulkhead, but will be stabilized by the use of class II rip rap (see sheet 2 of 8). NCDOT does not believe that it is necessary to extend the more expensive bulkhead construction into this area. During a permit coordination meeting with Mr. Dave Gossett (DCM-Washington), concerns were raised over the amount of open water habitat that would be impacted by the rip rap in this area based on original plans to create a 3 foot flat cap at the top of the rip rap, and the use of 3:1 side slopes. NCDOT therefore agreed to delete the 3 foot flat cap and change the slope to 2:1 (see section A -A, sheet 4 of 8). This modification has resulted in an approximate 40% reduction in impact to waters of the U.S. at this site. On the east side of the north basin, rip rap will be used to stabilize a stretch of shoreline that is prone to erosion (see sheets 3 of 8, 4 of 8 section C-C). Without this stabilization, land behind the bulkhead could be eroded away, threatening the bulkhead structure. Again, the proposed slope has been changed from 3:1 to 2:1 to reduce impacts to waters of the U.S. In the area bordering the coastal marsh, rip rap will be placed in front of the erosion escarpment no higher than the elevation of the existing marsh (see sheet 3 of 8, Section D-D). No fill will be placed in the marsh. This stabilization should slow down the erosion of the current marsh habitat, while also helping to stabilize the bulkhead. Three new large cluster piles and two three -pile clusters are proposed for this basin (see sheets 2 of 8 and 3 of 8). No construction activity landward of the existing bulkhead is proposed. Construction activities at the north ferry facility will result in 165 CY total rip rap fill, 75 CY of rip rap total fill below MHT, 260 CY of fill behind proposed bulkhead, with O.O635 acres of fill in waters of the US. No coastal wetland habitat will be filled. South Side At the ferry basin on the south side of the Pamlico River, 250 feet of bulkhead replacement is proposed. The new bulkhead will extend into the water 31 feet from the face of the existing bulkhead, or 2 feet waterward of the existing support pilings (see sheet 8 of 8). The proposed bulkhead will consist of 12" wide steel sheet piling with a 2.5'x2.5' concrete cap. The area between the front of the existing bulkhead and the rear of the proposed. piling will be filled with select backfill material supplied by a local borrow pit. A stretch of existing bulkhead on the west end of the basin will not be replaced with a new -bulkhead, but will be stabilized by the use of class II rip rap (see sheet 6 of 8). NCDOT does not believe that it is necessary to extend the more expensive bulkhead construction into this area. Mr. Gossett again expressed concerns over the amount of open water habitat that would be impacted by the rip rap in this area based on original plans. As was the case with the north side rip rap, NCDOT will agree to delete the 3 foot flat cap and change the slope from 3:1 to 2:1 (see section A -A, sheet 7 of 8). This modification has resulted in an approximate 40% reduction in impact to waters of the U.S. at this site. In the area bordering the marsh on the backside of the western point of the basin, rip rap will be placed in front of the erosion escarpment no higher than the elevation of the existing marsh (see sheet 6 of 8, Section D-D). No fill will be placed in the marsh at this site. This stabilization should slow down the erosion of the current marsh habitat, while also helping to stabilize the bulkhead. On the east end of basin, rip rap will be -used to stabilize a stretch of shoreline that is prone to erosion (see sheet 6 of 8). Marsh grasses are presently growing in front of the erosion escarpment, and in order to stabilize the shoreline and protect the bulkhead, a portion of this area must be filled. The rip rap activities in this area will lead to an unavoidable loss of 0.004 acres of wetland habitat. A small drainage canal directly west of the ferry ramp approach road which presently leads to a 18" corrugated steel pipe will be modified to direct flow into a 18" corrugated steel pipe underneath the approachway (see sheets 6 of 8, 7 of 8 section C-C). The existing pipe will be plugged, and the canal regraded from the plug back approximately 45 feet to the opening of the proposed pipe. Two new large cluster piles are proposed for this basin. No construction activity landward of the existing bulkhead is proposed. Four small cluster piles adjacent to the westward bulkhead will be removed to allow for placement of the rip rap material (see sheet 6 of 8). Construction activities at the south ferry facility will result in 515 CY total rip rap fill, 420 CY total rip rap fill below MHT, 110 CY of fill behind proposed bulkhead, with 0.10 acres of fill in waters of the US. Additionally, 0.004 acres of wetland will be impacted due to rip rap placement on the east end of the basin. Due to the small acreage of wetland impacted by this activity, as well as the benefits associated with reducing erosion of marsh habitat, no mitigation for the loss of 0.004 acres of coastal marsh is proposed. The North Carolina Department of Transportation is requesting that the proposed work be authorized under the appropriate LAMA permit as indicated by the above mentioned activities. Enclosed please find a permit application and permit drawings. A processing fee has been requested from our Fiscal Unit, and will be forwarded to your office as soon as possible. By copy of this letter, we are also requesting issuance of 401 Water Quality Certification from the N.C. Division of Environmental Management and a U.S. Army Corps of Engineers 404 Permit. If you have any additional questions regarding this matter, please contact Mr. Doug Huggett of NCDOT's Environmental Unit at (919) 733-9770. Sincerely, B. J. 'Qu' , P.E. Assistant Branch Manager Planning and Environmental Branch BJO/dvh cc: Mr. Terry Moore, DCM-Washington District Engineer, COE Mr. John Dorney, DEM, DEHNR (7 copies) Mr. Kelly Barger, PE, Project Management Unit Mr. Don Morton, PE, Highway Design Branch Mr. A.L. Hankins, PE, Hydraulics Mr. John Smith, PE, Structure Design Mr. G.R. Shirley, P.E., Division 2 Engineer Mr. Robert Goins, Ferry Division -Morehead City Ferry Operations Supervisor -Pamlico Ferry Facility Please type orprinL Carefully describe all anticipated development activities, including construction, excava- tion, filling, paving, land clearing, and stonnwater con- trol. If the requested information is not relevant to your project, write N/A (not applicable). Items 1-4 and 8-9 must be completed for all projects. 1 APPLICANT a. Name NCDOT ATTN. B.J. O'Ouinn P Address P.O. Box 25201 City Raleigh State N.C. Zap 27611 Day phone (919) 733-9770 X Landowner or Authorized agent b. Project name (if any) Pamlico River Ferry Basin Bulkhead replacement/shoreline stahili7ati c. If the applicant is not the landowner, also give the owner's name and address. N/A 2 LOCATION OF PROPOSED PROJECT a. Street address or secondary road number b. City, town, community, or landmark Bath (north side); Aurora (s c. County Beaufort d. Is proposed work within city limits or planning jurisdiction? NO e. Name of body of water nearest project Pamlico River 3 DESCRIPTION AND PLANNED USE OF PROPOSED PROJECT If you plan to build a marina, also, complete and attach Form DCM-MP-2. b. Is the proposed activity maintenance of an existing project, new work, or both? Both c. Will the project be for community, private, or commercial use? Public Transportation (NCDOT) d. Describe the planned use of the ct. Public transportationprojeferry crossing of Pamlico River on NC 306) 4 LAND AND WATER CHARACTERISTICS a. Size of entire tractnorth. side=+/- 4 acres south side=+/- 3 acres b. Size of individual lot(s) N/A c. Elevation of tract above mean sea level or National)Jeodetic Vertical Datum +/SM.S.L d. Soil type(s) and texture(s) of tract e. Vegetation on tract Upland grassesGnastal wetlands f. Man-made features now on ttacEerry Basins, bulkheads rip rap, dolphin clusters, associated buildings g. What is the CAMA Land Use Plan Classification of the site? (Consult the local land use plan.) Conservation Transitional Developed Community X Rural Other h. How is the tract zoned by local government? No lncal Inning i. How are adjacent waters classified? SB/NSW a. Describe all development activities you propose (for j, Hasa professional archaeological survey been example, building a home, motel, marina, bulkhead, carried out for the tract? Ain _ If so, by whom? or pier). Bulkhead placement, rip -rap p larement, dolphin cluster construction 9911 • r. 5 UPLAND DEVELOPMENT Complete this section if the project includes any land development. a. Type and number of buildings, facilities, or In. structuresproposed North Side- bulkhead, rip rap, 3 dolphin clusters; South Sid-e---B-ul-k—head, n. rip rap, z ooipnin clusters b. Number of lots or parcels N/A c. Density (Give the number of residential units and the units per acre.) N/A d. N/A Size of area to be graded or disturbed e. If the proposed project will disturb more than one acre of land, the Division of Land Resources must receive an erosion and sedimentation control plan at least 30 days before land disturbing activity begins. If applicable, has a sedimentation and erosion control plan been submitted to the Division of Land . Resources? N/A f. Give the percentage of the tract within 75 feet of mean high water to be covered by impermeable surfaces, such as pavement, buildings, rooftops. No Net Increase g. List the materials, such as marl, paver stone, asphalt, or concrete, to be used for paved surfaces. h. If applicable, has a stormwater management plan been submitted to the Division of Environmental Management? N/A i. Describe proposed sewage disposal and/or waste water treatment facilities. None pattern retained. South Side- outlet to be relocated from bulkhead as shown on permit drawings. Water supply source wells If the project is oceanfront development, describe the steps that will be taken to maintain established public beach accessways or provide new access. o. If the project is on the oceanfront, what will be the elevation above mean ea level of the first habitable floor? 6 EXCAVATION AND FILL INFORMATION a. Describe below the purpose of proposed excavation or fill activities (excluding bulkheads, which are covered in Section 7). Access channel (MLW) or (NWL) Boat basin Other (break- water, pier, boat ramp, rock jetty) Fill placed in wetland or below MHW j. Have these facilities received state or local approval? Upland fill N / A areas Length- Width Depth See b. Amount of material to be excavated from below k. Describe existing treatment facilities. water level in cubic yards None Existing septic tanks, north and south sides c. Type of material N/A d. Does the area to be excavated include marshland, 1. Describe location and type of discharges to waters of swamps, or other wetlands? the state (for example, surface runoff, sanitary No wastewater, industrial/commercial effluent, "wash down"). surface runoff. North Side- existing e. High ground excavation, in cubic yards None 2 3/91 *f. Dimensions of spoil dN Doosal area g. Location of spoil disposal area N/A - IL Do you claim title to the disposal area? N/A If not, attach a letter granting permission from the owner. i. Willa disposal area be available for future maintenance? N/A If so, where? j. Does the disposal area include any marshland, swamps, or water areas? N/A k. Will the fill material be placed below mean high water? Yes_ North-Side4'+/-� 335 CY 1. Amount of fill in cubic yard 7h g3de- —y39-CY m.T;Teoffill material Class II dk n. Source of fill material snleTt bacdf;lla �^TT o. Will fill material be placRA on marsh or other wetlands? Yes p. Dimensions of the wetland to be filled 75' x 2' = 0.004 acres q. How will excavated or fill material be kept on site and erosion controlled? New bulkhead to contain backfill. No excavation or enu ed areas are anticipate T. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic dredge)? Backhoe, dumptruck, pile driver, clamshell bucket s. Will wetlands be crossed in transporting equipment to project site? No If yes, explain steps that will be taken to lessen environmental impacts. 7 SHORELINE STABILIZATION a. Length of bulkheadorriprapNorth Side-+/-815' South Side-+/-7901 b. Average distance waterward of mean high water or normal water levelSee attached sheet c. Shoreline erosion during preceding 12 months, in feet Less than 5 feet in unprotected areas d. Type of bulkhead materiag•5'x2.5' conc. cap on stee: sheet pile e. Amount of fill, in cubic yards, to be placed below mean high waterNorth Side- 335CY, South Side= 530( (Tota or rip rap and select backfill f. Type of fill material Quarry stone Class TT r- rap select backfill 8 ADDITIONAL INFORMATION In addition to the completed application form, the follow- ing items must be submitted: A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected property. If the applicant is not claiming to be the owner of said property, then forward a copy of the deed or other instrument under which the owner claims title, plus written permission from the owner to carry out the project. An accurate work plat (including plan view and cross sectional drawings) drawn to scale in black ink on an 8 1/2 x I white paper. (Refer to Coastal Resources Commission Rule 71.0203 for a detailed description.) Please note that original drawings are preferred and only high quality copies will be accepted. Blue -line prints or other larger plats are acceptable only if 18 high quality copies are provided by applicant. (Contact the U.S. Army Corps of Engineers regarding that agency's use of larger drawings.) A site or location map is a part of plat requirements and it must be sufficiently detailed to guide agency personnel unfamiliar with the area to the site. Include county road (SR) numbers, landmarks, and the like. A stormwater management plan, if applicable, that may have been developed in consultation with the Division of Environmental Management. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners. These individuals have 30 days in which to submit comments on the proposed project to the Division of Coastal Management and should be advised by the applicant of that opportunity. 3191 .. _. _— ----- -- --a Name Address 9 CERTIFICATION AND PERMISSION Name Address Name Address See Attached sheet A list of previous state or federal permits issued for work on the project tract. Include permit numbers, perminee, and issuing dates. CAMA Permit 595 issued nn 412q/t33 A check for $250 made payable to the Department of Environment, Health, and Natural Resources to cover the costs of processing the application. A signed AEC hazard notice for projects in oceanfront and inlet arras. A statement on the use of public funds. if the project involves the expenditure of public funds, attach a state- ment documenting compliance with the North Carolina Environmental Policy Act (N.C.G.S. 113A-1 to 10). TO ENTER ON LAND Any permit issued in response to this application will allow only the development described in the application. The project will be subject to conditions and restrictions contained in the permit. I certify that to the best of my knowledge, the proposed activity complies with the State of North Carolina's ap- proved Coastal Management Program and will be con- ducted in a manner consistent with such program. I further certify that I am authorized to grant, and do in fact, grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of project. This is tthe_�'_r day of agent 19� 4 3/91 6a. Describe below the purpose of proposed excavation or fill activities (excluding bulkheads, which are covered in Section 7). Access channel (MLW) or (NWL) Boat basin Other (break- water, pier, boat ramp, rock jetty) Fill placed in wetland or below MHW NORTH SIDE Rip rap on west end of project Aip rap on east end of project Behind bulkhead SOUTH SIDE Rip rap on west end of project Rip rap in east end of project Behind bulkhead Upland fill areas Length Width Depth N/A N/A N/A N/A N/A N/A N/A N/A N/A ±80' avg 9' 3.0 ' ±150' avg 2' 1.0' ±585' avg 3' 4' ±365' avg 10' 3.0' ±180' avg 2' 1.0' ±245' avg 3' 4' ±45' ±3.0' ±1.0' 7b. Average distance waterward of MHW or NWL NORTH SIDE Rip rap in front of bulkhead = 9' Rip rap in front of shoreline = 2' Fill behind bulkhead = 3.0' SOUTH SIDE Rip rap in front of bulkhead = 10' Rip rap in front of shoreline = 2' Fill behind bulkhead =.3.0' Adjacent Property Owners Mrs. Mildred Mason Route 1 Box 369 Bath, N.C. 27808 Mr. Milton Wilcox 2037 Deer Trail Clayton, N.C. 27520 Mr. Thomas L. Bess Route 2 Box 358 Greenville, N.C. 27834 4 TexasGulf Chemicals 3101 Glenwood Ave. Raleigh, N.C. ' 2 �PosFo LLLl5TEI2 0 1 PILES :5'C5p CL(ASTk PILES ._ — -- T MAfCN L/NC 4 `{ O I 1 ELEe 1Lu: L: 3+uo, I 1 FjC15T CLUSTL-K� 4L_J I .ate PILES PROP. SULKNEAD r( 3 PILE CLusrees VVV t I I PRnPc�i� I 1'RoPosEr) CLVSrEV- BULKyfpD PILES f 2rco j ... DEMOTES FILL BELOW M.H.T. z I � �AcRrs Esrua2lNt v/dTc-P_s I � CL.1 RIP RAP f � Ex15TING 8J f � RIP RAa 09 x 0 N.C.D.O.T. 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