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HomeMy WebLinkAbout880199 Ver al_Complete File_19880215 DIVISION OF ENVIRONMENTAL MANAGEMENT WATER QUALITY SECTION Comments concernYng an application for Stat F ral CAMA Permi.,? ls/LL k j tr(s) fF,om ?.r/ 4 A. PERMIT: This office cannot comment on this project until after the close of the Section 401 Certification Public Comments.. Period. This office has no objection to the issuance of the permit(s) for the proposed roject with the following conditions: That the activity be conducted in such a manner as to prevent increases in turbidity outside the area of construction or constructionist related discharge (increases of 25 NTU's or less are not considered significant). That the instream turbidity not be increased by more than 50 NTU's as a result of the proposed activity after a reasonable opportunity for dilu- tion and mixture. That turbidity levels in shall not be increased by more than 10 NTU's as a result of the proposed activity after a reason- able opportunity for dilution and mixture. B. CERTIFICATION STATUS: Certification is not required for this project. Certification is required for this project. Such action to process the certification has been initiated. Proposed Certification will be acted on or after The proposed project is certified under General Certification A) No. 1179 issued on January 25, 1977, for sewer line construction B) C) No. 1272 issued on November 10, 1978, for bulkhead construction. No. 1273 issued on November 10, 1978, for discharges of liquid effluent from diked upland disposal areas. D) No. 1431 issued on October 16, 1980, for boat ramp construction. E) No. 1664 issued on September 8, 1983, for Rip-Rap Placement. F) No. 1665 issued on September 19, 1983, for incidental bridge construction. WATER QUALITY SECTION DIVISION OF ENVIRONMENTAL MANAGEMENT DF/ CAMA/401 RE," DATE Q /0/03, ACTION ; ADD FILE 1?f'4.:Fa1"If::,401 j°',:'WD FORMAT ,., :'.!1"i...i4M A I`%,..X l"'OD 'a'::%..... ACTION - ADD, ENTER THE DATA TO BE STORED FRD DATA t-'R;.t._)#: 0033 0 PRO & Syftr....Dt.11 COUNTY : CRAVEN REGION , AS SIGNED TO: DD&Ah""- jOINT NOTICE : ;'J TYPE CERTIFICATION RECOMME ND DA ! E .-> 'Y MM!.)j? Y 404 PN: 401 ..Q • ISSUE: "1f-'1:•v:..' i t: D : 7 •3'Ji,- l t` 't =..`Ar`'tA ONL Y: GC: L}I::.N INIT IAL . REPORT: 1?F/C;Af' A : '! SECP : Stldl°'RI::.!:: B MI::' t-IC111 D : F I.N('t L RE::POR T: 880 i `i 5 EI°•CE I'''TI'. G STREAM: TRENT RI:'4•I..:i CLASS: `B BASIN: NE!. COMMENTS: SITE LOCATED AT NEW BERN DOT PROPOSES TO REPLACE THE EXISTING RR PROJECT WILL RESULT IN PLACEMENT OF CON . EXISTING CHANNEL COPIES: WA1- O--CE=NTRAL..•--MIL_L..:a-•-•I;CM BRIDGE WITH A NI..:W SPAN IRETE PIERS IN AND ADJACENT TO THE OFFICE OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT Lat:35005'58"N Long:77002'30"W 1. APPLICANT'S NAME N.C. DOT - (A & NC Railroad Bridge - Trent River) 2. LOCATION OF PROJECT SITE Railroad swing span bridge over the Trent River at New River, in Craven County; SEE 1984 AERIAL PHOTOS, STRIP #47, FRAME #1484 @ RAND S-9 3_ INVESTIGATION TYPE: DREDGE & FILL X CAMA X 4. INVESTIGATIVE PROCEDURE: (A) DATES OF SITE VISIT 12-1-87 (B) WAS APPLICANT PRESENT NO 5. PROCESSING PROCEDURE: APPLICATION RECEIVED November 20, 1987 OFFICE Morehead City 6. SITE DESCRIPTION: (A) LOCAL LAND USE PLAN Craven County LUP LAND CLASSIFICATION FROM LUP Conservation DEVELOPMENT CONSTRAINTS IDENTIFIED IN LUP NONE (B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE COASTAL WETLANDS PUBLIC TRUST WATERS X ESTUARINE WATERS X OTHER - (C) WATER DEPENDENT: YES X NO OTHER (D) INTENDED USE: PUBLIC X PRIVATE COMMERCIAL (E) TYPE OF WASTE WATER TREATMENT: EXISTING N/A PLANNED (F) TYPE OF STRUCTURES: EXISTING Railroad trestle/swing-span PLANNED (G) ESTIMATED ANNUAL RATE OF EROSION 7. HABITAT DESCRIPTION: (A) VEGETATED WETLANDS NONE (B) NON-VEGETATED WETLANDS: Trent River (C) OTHER: NONE SOURCE N/A AREA DREDGED FILLED OTHER Public Trust 2500 sq.ft. 12,480 sq. ft. (D) TOTAL AREA DISTURBED: Approximately 14,980 sq. ft. 8. PROJECT SUMMARY: N.C. DOT proposes to replace the swing span rail- road bridge over the Trent River between James City and New Bern, in Craven Countv. FIELD INVESTIGATION REPORT - NC DOT/RAILROAD BRIDGE - TRENT RIVER PAGE *2 9. NARRATIVE DESCRIPTION: In Craven County, the section of railroad crossing the Trent River, between James City and New Bern, is known as the Atlantic and North Carolina Railroad. The North Carolina Department of Transportation (DOT) is in charge of railroad operations and maintenance. A CAMA permit application has been submitted by Mr: William G. Marley, Jr., P.E., on behalf of DOT to authorize the replacement of the swing-span bridge portion of the railroad trestle over the Trent River. This work will involve the removal of the pivot pier upon which the swing-span rotates. It has been estimated that 205 cubic yards of concrete brick and other underwater material will be removed. Reviewers of this application will gain greater appreciation for the project's location and the proposed work activities by referring to (the New Bern) Topographic Map, as well as the 1984 Corps/CAMA Aerial Photography listed on the front page of this report. The single-lane railroad trestle measures approximately 20' wide and extends 1850' across the Trent River from its James City location near the old iron works plant to a point near Barbour's Boatworks in downtown New Bern. The swing-span bridge and concrete pier, which is the focus of the proposed project, is located about 450' from the James City shoreline. As proposed, the new concrete pier supporting the new bobtail swing-span will be constructed about 35' closer to the James City shoreline. Approximately 196 cubic yards of concrete will be placed on the Trent River bottom to create an adequate support for the pivot pier. Construction of the foundation and support pier will take place with little to no loss of time to either boat or rail traffic. The new bobtail design will actually increase the horizonal clearance for waterway traffic from approximately 36' to 60'. The new swing-span and mechanical workings of the pivot pier will be fabricated off site and floated into position on work barges. Large cranes will be used to remove the old pivot pier and swing-span. The same construction techniques will be used to lift the new swing-span and pivot pier into position. Interuption to public navigation should not exceed 1 to 2 days. The vertical clearance of the new swing-span will be increased to +6' above the normal water level. This will help prevent premature detioration of the span by flood waters saturating the structure. Another 7 to 10 days of work will be required to hook up the electrical and hydraulic components of the new structure at which time the span will be completely operational to railroad traffic. The proposed project will also involve construction of new timber pile fenders protecting both the railroad piers and boats from accidental impact. The configuration of these new wooden FIELD INVESTIGATION REPORT - NC DOT/RAILROAD BRIDGE - TRENT RIVER PAGE #3 structures will be the same as the existing fenders guarding the bridge span. 10. ANTICIPATED IMPACTS: From a navigational standpoint, the proposed project is a plus, because the project will increase the waterway clearance from 361 to 60'. This will enhance boating safety by increasing visibility and reaction time to oncoming traffic. No significant biological impacts are expected from the construction of the concrete pivot pier which will displace approximately 2500 sq. ft. of river bottom land. CAMA REVIEW: The proposed project is consistent with the goals and objectives of the Craven County Land Use Plan which clearly supports the maintenance of the existing railroad, as well as maintenance of navigational channels on the Trent River. PREPARED BY: JAMES L. MERCER DATE: DECEMBER 29, 1987 -Please type or print. Carefully describe all an- ticipated development activities, including construc- tion, excavation, filling, paving, land clearing, and stormwater control. If the requested information is not relevant to your project, write N/A (not ap- plicable). Items 1-4 and 8-9 must be completed for all projects. I APPLICANT i3i? a. Name William Ma 1Py? Jr RE Address P_ 0_ Rox 2 5 2( 1 City a l P i gh State NC Zip 2 76 1 1 Day phone 733-6348 Landowner or X_ Authorized agent b. Project name (if any)_ N / A c. If the applicant is not the landowner, also give the owner's name and address. 2 LOCATION OF PROPOSED PROJECT a. Street address or secondary road number A & NC Railroad Over Trent River b. City, town, community, or landmark New Bern c. County CraveXn d. Is proposed work within city limits or planning jurisdiction? Yew e. Name of body of water nearest project Trent River 3 DESCRIPTION AND PLANNED USE OF PROPOSED PROJECT a. Describe all development activities you propose (for example, building a home, motel, marina, bulkhead, or pier). Replace Swing Span Of Railroad Bridge If you plan to build a marina, also complete and attach Form DCM-MP-2. b. Is the proposed activity maintenance of an ex- isting project, new work, or both? Maintenance c. Will the project be for community, private, or commercial use? Community d. Describe the planned use of the project Railroad Traffic 4 LAND AND WATER CHARACTERISTICS a. Size of entire tract N/A b. Size of individual lot(s) _ N/A c. Elevation of tract above mean sea level or Na- tional Geodetic Vertical Datum N/A d. Soil type(s) and texture(s) of tract N/A e. Vegetation on tract N/A f. Man-made features now on tract N/A g. What is the CAMA Land Use Plan Classifica- tion of the site? (Consult the local land use plan.) Conservation Transitional Developed Community Rural X_ Other h. How is the tract zoned by local government? N/A i. How are adjacent waters classified? j. Has a professional archaeological survey been carried out for the tract? No if so, by whom? 5 UPLAND DEVELOPMENT Complete this section if the project includes any upland development. a. Type and number of buildings, facilities, or structures proposed N/A b. Number of lots or parcels N/A c. Density (Give the number of residential units and the units per acre.) N/A d. Size of area to be graded or disturbed_ N/A e. If the proposed project will disturb more than one acre of land, the Division of Land Resources must receive an erosion and sedimen- tation 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 im- permeable surfaces, such as pavement, buildings, or rooftops. ,VA. g. , List the materials, such as marl, paver stone, b. Amount of material to be excavated from asphalt, or concrete, to be used for paved surf N/A below water level in cubic yards N/A aces. c. Type of material- N/A h. If applicable, has a stormwater mana ement d. Does the area to be excavated include marsh- l g plan been submitted to the Division of En- e. and, swamps, or other wetlands?_ N/A High ground excavation, in cubic yards N/A vironmental Management? N/A f. Dimensions of spoil disposal area N/A i. Describe proposed sewage disposal and/or waste g. Location of spoil disposal area water treatment facilities. N/A h. Do you claim title to the disposal area? N/A j. : Have these facilities received state or local if not, attach a letter granting permission from approval? Yes the owner k. Describe existing treatment facilities. i. . Will a disposal area be available for future N/A maintenance?? N/A If so, where? 1. Describe location and type of discharges to i swampl andlorowater areas? any include marshland, waters of the state (for example surface runoff, k. Will the fill material be placed below mean sanitary wastewater, indusniallcommercial high water? Yes effluent, or "wash down"). _ N/A 1. Amount of fill in cubic yards 192 m. Type of fill material Concrete m. Water supply source N/A n. o. Source of fill material Commercial Will fill material be placed on marsh or other n. If the project is oceanfront development, wetlands? No describe the steps that will be taken to main- p. Dimensions of the wetland to be filled N/A tain established public beach accessways or pro- q. How will excavated or fill material be kept on vide new access.- N/A site and erosion controlled? Normal Construction MethodS o. If the project is on the oceanfront, what will r. What type of construction equipment will be be the elevation above mean sea level of the used (for example, dragline backhoe or first habitable floor? N/A , , hydraulic dredge)? Various Types Of Heavy Construction FmjJ prrx-nt- 6 EXCAVATION AND FILL INFORMATION s. Will wetlands be crossed in transportinequip- C, to the project site? No _ If yes, explain the steps that will be taken to lessen en- a. Describe below the purpose of proposed excava- vironmental impacts. tion or fill activities (excluding bulkheads, which are covered in Section 7). Length Width Depth Access channel (MLW) or (NWL) Boat basin Other (break- water, pier, boat ramp, rock jetty) Fill placed in wetland or below MHW Upland fill areas 7 SHORELINE STABILIZATION a. Length of bulkhead or riprap_ N/A b. Average distance waterward of mean high water or normal water level N/A c. Shoreline erosion during preceding 12 months, in feet N/A d. Type of bulkhead material N/A e. Amount of fill, in cubic yards, to be placed below mean high water N/A f. Type of fill material r;/A 8 ADDITIONAL INFOF,,MATION In addition to the completed application form, the following items must be submitted- 0 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 for- ward a copy of the deed or other instrument under which the owner claims title, plus written permis- sion 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 8 V2 x 11 white paper. (Refer to Coastal Resources Commission Rule 7J.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 16 high quality copies are provided by the applicant. (Contact the U.S. Army Corps of Engineers regard- ing 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 per- sonnel 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 com- ments on the proposed project to the Division of Coastal Management. The applicant must advise the adjacent landowners of this opportunity by sen- ding a copy of the permit application to them by registered or certified mail. This notification is re- quired by G.S. 113-229(d). Name State of North Carolina Address Name_ Address Name _ Address A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. A check for $100 made payable to the Depart- ment of Natural Resources and Community Development to cover the costs of processing the application: A signed AEC hazard notice for projects in ocean- front and inlet areas. A statement on the use of public funds. If the project involves the expenditure of public funds, at- tach a statement documenting compliance with the North Carolina Environmental Policy Act (N.C.G.S. 113A-1 to 10). 9 CERTIFICATION AND PERMIS- SION 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 condi- tions and restrictions contained in the permit. I certify that to the best of my knowledge, the pro- posed activity complies with the State of North Carolina's approved Coastal Management Program and will be conducted 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 ap- plication and follow-up monitoring of project. This is the ?Z day of N0_V_e_ -. _ 19- 97 X ' Landowner or Authorized agent Send the completed application materials to the Division of Coastal Management Office nearest you and the U.S. Army Corps of Engineers. See the map on the inside front cover for the appropriate DCM office and addresses and phone number. . r Zia ?i r r? ??- .r,r.crta• ,1 b\ - "NEW BERN ror usv ?? ??? r'?'? '` t r\ `' •i•. ? ?? ? %'°: ?\_?.' , ? p\ ? 'tom ??. ? 1 ? 't? VICINITY MAP 40. SCALE era`!. 1 0' r z ....u (I ::• s' ?..b\ ?•tVUC i^ ? I\ s.'wN7, ?..\ rFCRfir f?tl t 1 i -' r ..( -- ? i li l rtrr MyPUJI, • .. ?? , .L: t t ' n-1gg? :? '' •n_i tt. it i ;I I? I ?i c ' \ 1?J 131M 151 r (? : L J ` '7t• 1 i' 1:. 11' _?; - 1 ,t ilm :. ?\? \:.: ? -: IiPraveq, Jr; •; I' ' a. i iTCrt':u V I i. 'st.(ItiF ! ai•! f.? • i' `,' '? .,i ' 111 ?.. ? 7. ,, d J i =' , ,. ? •, , J •,Ufl raf , ?. Lim .?. • :: .SOP ,durlhJU;:b, . i ?e n r i c rlt.. ;rf.rl 'e" •li ----. 1 ?.:_-.- ' is , :, I? I?it 111 ?1 Pn, r 'ro ? ?{-.??t? r' •, ,li'?•• ?, U1 _-{?V?' er ,i ? ?. HI'nR NM / _', rJ ufult . _ r yru : Union Pout poe Doi ? ? / ?.. Pile„ •,I Y? tom' PROPOSED S BRIDGE REPLACEMENT ,?'o Pd,nv_ 1000' 0 0000' SCALE IN FT STATE PROJECT 9.90898 CRAVEN COUNTY TRENT RIVER NEW BERN, NC PROP. RAILROAD BRIDGE REPLACEME'i1'1' APPLICATION BY: N(IDOT liEET , _ ;)I' 3 j . k n I 14- - ? T- , I b o v D I ; ^ z 1 I- i = - V.1 t1= to // . i e o - 11 ' I - - J? 111,1 o? r Op '? ;. O O a rn ?? z a v a O f y m ? 2 Z - ? _ o z = n a P Z I ' 1 = m 1 i i 1 r^ b O D ? I ? b X Gv 1 r V 1 b P y 2 ^ n b b Q PLAN 808-TAIL SWING SPAN 25' Q 75' SCALE IN FT. I S v?K ut'n O -. A J m ??n O x 4?? y I ?L ?= 1 1 N N 1? J In 1 I 1•?_ ___ .yw? 1 L W to X 1 1 1 1? N Y ? In _ 1 J D 1 ? ? 1 1 In l b - i `o Iz G ' i -° O y O 1 a L v _v In a ?A ? 1 1 ? • 1 _ ?__, p 1 1 1. 1 ? t.1.11_1? Y' A ? 1 ; 11 11 1 D _ ? , ? 1 2 ' 1 X q u IO f y ). 2 _ 7 ? 1 1 1 ?E 1 u p 4 11 O L II 1 II 1 I I N ^l P ? m 10 D N 14 I j O ) ? 1 ? v t.i 1 -y ?1 N O N W N L Y. y n? y 1 ? n + Y? O m I X } r y ' N ^ N ' p < 1 + OI N I 1 O ? On ,p _ p D 9 T^ 1 Y W N W m i A•o ffn = . ? r !n ID ? O II I p N r _ o L 1 In y S m r in I si ? r rl _ J r v 0 ELEVATION Q09-TAIL SWING SPAN ,• 75 rrtir?...r SCALE IN FT. 1G?= c2-?? STATE PROJECT 9.90898 CRAVEN COUNT TRENT RIVER NEW BERN, NC PROP. H,IL,ROAD BRIDGE REPLACEf?ENT APPIAi .A` TOil !3Y: ?JCDOT t>11!:??T 3 OF 3 Permit Class Permit Number New STATE OF NORTH CAROLINA 39-RR Department a Mai Q Excavati "' _1' rr suai? to NCGS 113-229 Issued to N.C. Dept. of Transportation, Div. of Highways, P .O. Box 25201 Raleigh NC 27611 authorizing development in Craven County at Trent Ri ver at A & NC Rai 1 road Bri dae as requested in the permittee's application dated 11/12/87 including attached plats, sheets/1-J3 of 3 for State Project 9.90898. no date This permit, issued on a1/ S/ 0 y , 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 subject permittee to a fine, imprisonment or civil action; or may cause the permit to be null and void. (1) All construction activities must take place in accordance with the permitted workplat drawings and the intended methods of operation. (2) All demolished materials and debris, including the deteriorating steel swing bridge and concrete pivot pier must be properly disposed of on the highground property. (3) The new trestle swing span and opening must be adequately lighted and marked in accordance with the U. S. Coast Guard's requirements for navigation. (4) The activity will be conducted in such a manner as to prevent significant increases in turbidity outside the area of construction or construction-related discharge (increases of 25 NTUs or less are not considered significant). NOTE: It is recommended that the permittee contact the Division of Marine Fisheries to determine if suitable material from bridge demolition could be used in the state artificial reef program. NOTE: The permittee is encouraged to seek necessary authorizations and approval from the U.S. Coast Guard for the replacement of the swing span bridge ?rvncc +k- T---i. n;..-- 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, 1991 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 DNRCD and the Chairman of the Coastal Resources Commission. David W. Owens, Director Division of Coastal Management This permit and its conditions are hereby accepted. Signature of Permittee rt OFFICE OF COASTAL MANAGEMENT Lat:3500515811N FIELD INVESTIGATION REPORT Long:77002'30"W 1. APPLICANT'S NAME N.C. DOT - (A & NC Railroad Bridge - Trent River) 2. LOCATION OF PROJECT SITE Railroad swing span bridge over the Trent River at New River, in Craven County; SEE 1984 AERIAL PHOTOS, STRIP *47. FRAME *1484 @ RAND S-9 3. INVESTIGATION TYPE: DREDGE & FILL X CAMA X 4. INVESTIGATIVE PROCEDURE: (A) DATES OF SITE VISIT 12-1-87 (B) WAS APPLICANT PRESENT NO 5. PROCESSING PROCEDURE: APPLICATION RECEIVED November 20, 1987 OFFICE Morehead City 6. SITE DESCRIPTION: (A) LOCAL LAND USE PLAN Craven County LUP LAND CLASSIFICATION FROM LUP Conservation DEVELOPMENT CONSTRAINTS IDENTIFIED IN LUP NONE (B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE COASTAL WETLANDS PUBLIC TRUST WATERS X ESTUARINE WATERS X OTHER 7. (C) WATER DEPENDENT: YES X NO OTHER (D) INTENDED USE: PUBLIC X PRIVATE COMMERCIAL (E) TYPE OF WASTE WATER TREATMENT: EXISTING N/A PLANNED (F) TYPE OF STRUCTURES: EXISTING Railroad trestle/swing-span PLANNED NONE (G) ESTIMATED ANNUAL RATE OF EROSION HABITAT DESCRIPTION: (A) VEGETATED WETLANDS DREDGED (B) NON-VEGETATED WETLANDS: Trent River (C) OTHER: NONE SOURCE N/A FILLED OTHER Public Trust 2500 sq.ft. 12,480 sq. ft. (D) TOTAL AREA DISTURBED: Approximately 14,980 sq. ft. 8. PROJECT SUMMARY: N.C. DOT proposes to replace the swing span rail- road bridge over the Trent River between James City and New Bern, in Craven County. FIELD INVESTIGATION REPORT - NC DOT/RAILROAD BRIDGE.- TRENT RIVER PAGE #2 9. NARRATIVE DESCRIPTION= In Craven County, the section of railroad crossing the Trent River, between James City and New Bern, is known as the Atlantic and North Carolina Railroad. The North Carolina Department of Transportation (DOT) is in charge of railroad operations and maintenance. A CAMA permit application has been submitted by Mr. William G. Marley, Jr., P.E., on behalf of DOT to authorize the replacement of the swing-span bridge portion of the railroad trestle over the Trent River. This work will involve the removal of the pivot pier upon which the swing-span rotates. It has been estimated that 205 cubic yards of concrete brick and other underwater material will be removed. Reviewers of this application will gain greater appreciation for the project's location and the proposed work activities by referring to (the New Bern) Topographic Map, as well as the 1984 Corps/LAMA Aerial Photography listed on the front page of this report. The single-lane railroad trestle measures approximately 20' wide and extends 1850' across the Trent River from its James City location near the old iron works plant to a point near Barbour's Boatworks in downtown New Bern. The swing-span bridge and concrete pier, which is the focus of the proposed project, is located about 450' from the James City shoreline. As proposed, the new concrete pier supporting the new bobtail swing-span will be constructed about 35' closer to the James City shoreline. Approximately 196 cubic yards of concrete will be placed on the Trent River bottom to create an adequate support for the pivot pier. Construction of the foundation and support pier will take place with little to no loss of time to either boat or rail traffic. The new bobtail design will actually increase the horizonal clearance for waterway traffic from approximately 36' to 60'. The new swing-span and mechanical workings of the pivot pier will be fabricated off site and floated into position on work barges. Large cranes will be used to remove the old pivot pier and swing-span. The same construction techniques will be used to lift the new swing-span and pivot pier into position. Interuption to public navigation should not exceed 1 to 2 days. The vertical clearance of the new swing-span will be increased to +6' above the normal water level. This will help prevent premature detioration of the span by flood waters saturating the structure. Another 7 to 10 days of work will be required to hook up the electrical and hydraulic components of the new structure at which time the span will be completely operational to railroad traffic. The proposed project will also involve construction of new timber pile fenders protecting both the railroad piers and boats from accidental impact. The configuration of these new wooden FIELD INVESTIGATION REPORT - NC DOT/RAILROAD BRIDGE - TRENT RIVER PAGE #3 structures will be the same as the existing fenders guarding the bridge span. 10. ANTICIPATED IMPACTS: From a navigational standpoint, the proposed project is a plus, because the project will increase the waterway clearance from 36' to 601. This will enhance boating safety by increasing visibility and reaction time to oncoming traffic. No significant biological impacts are expected from the construction of the concrete pivot pier which will displace approximately 2500 sq. ft. of river bottom land. LAMA REVIEW: The proposed project is consistent with the goals and objectives of the Craven County Land Use Plan which clearly supports the maintenance of the existing railroad, as well as maintenance of navigational channels on the Trent River. PREPARED BY: JAMES L. MERCER DATE: DECEMBER 29, 1987 Please type or print. CarefWy. describe all an- ticipated development activiErens, -including construc- tion, excavation, filling„ paving, land clearing, and stormwater control. If the mquested information is not relevant to your projec . write N/A (not ap- plicable). Items 1-4 and .8-9 must be completed for all projects. 1 APPLICANT a. Name William G_ Marl X, Jr. PE Address P 0- Rox 7520 1 City Ra 1 P i gh State NC Zip 27611 JDayphone 733-6348 Landowner or X_ Authorized agent b. Project name (if any) N/A c. If the applicant is not the landowner, also give the owner's name and address. 2 LOCATION OF PROPOSED PROJECT a. Street address or secondary road number A & NC Railroad Over Trent River b. City, town, community, or landmark New Bern c. County _ Cravebyl d. Is proposed work within city limits or planning jurisdiction? Yes e. Name of body of water nearest project Trent River 3 DESCRIPTION AND PLANNED USE. OF' PROPOSED PROJECT a. Describe all development activities you propose (for example, building a home, motel, marina, bulkhead, or pier). Replace Swing Span of Railroad Bridge If you plan to build a marina, also complete and attach Form DCM-MP-2. b. Is the proposed activity maintenance of an ex- isting project, new work, or both? Maintenance c. Will the project be for community, private, or commercial use? Community d. Describe the planned use of the project. Railroad Traffic 4 LAND AND WATER CHARACTERISTICS a. Size of entire tract N/A b. Size of individual lot(s) N/A c. Elevation of tract above mean sea level or Na- tional Geodetic Vertical Datum N/A d. Soil type(s) and texture(s) of tract N/A e. Vegetation on tract N/A f. Man-made features now on tract N/A g. What is the CAMA Land Use Plan Classifica- tion of the site? (Consult the local land use plan.) Conservation Transitional Developed Community Rural Other h. How is the tract zoned by local government? N/A i. How are adjacent waters classified? j. Has a professional archaeological survey been carried out for the tract? No If so, by whom? 5 UPLAND DEVELOPMENT Complete this section if the project includes any upland development. a. Type and 'number of buildings, facilities, or structures proposed N/A b. Number of lots or parcels N/A c. Density (Give the number of residential units and the units per acre.) N/A d. Size of area to be graded or disturbed N/A e. If the proposed project will disturb more than one acre of land, the Division of Land Resources must receive an erosion and sedimen- tation 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 im- permeable surfaces, such as pavement, buildings, or rooftops. N/A g. List the materials, such as marl, paver stone, asphalt, or concrete, to fie: used for paved surfaces. N/A h. If applicable, has a stormwater management plan been submitted to the Division of En- vironmental Managemene- N/A i. Describe proposed sewage disposal and/or waste water treatment facilities. N/A j. Have these facilities received state or local approval? Yes k. Describe existing treatment facilities. N/A 1. Describe location and type of discharges to waters of the state (for example?, surface runoff, sanitary wastewater, industrial/commercial effluent, or "wash down"). N/A m. Water supply source N/A n. If the project is oceanfront development, describe the steps that will be taken to main- tain established public beach accessways or pro- vide new access. N/A o. If the project is on the oceanfront, what will be the elevation above mean sea level of the first habitable floor?_ N/A 6 EXCAVATION AND FILL INFORMATION a. Describe below the purpose of proposed excava- tion or fill activities (excluding bulkheads, which are covered in Section 7). Length Width Depth Access channel (MLW) or (NWL) Boat basin Other (break- water, pier, boat ramp, rock jetty) Fill placed in wetland or below MHW Upland fill areas b. Amount of material to be excavated from below water level in cubic yards N/A c. Type of material N/A d. Does the area to be excavated include marsh- land, swamps, or other wetlands? N/A e. High ground excavation, in cubic yards N/A f. Dimensions of spoil disposal area N/A g. Location of spoil disposal area h. Do you claim title to the disposal area? N/A If not, attach a letter granting permission from the owner. i. Will a disposal area be available for future maintenance?/ N/A If so, where? j. Does the disposal area include any marshland, swamplland,'or water areas? N/A k. Will the fill material be placed below mean high water? Yes 1. Amount of fill in cubic yards 192 m. Type of fill material Concrete n. Source of fill material Commercial o. Will fill material be placed on marsh or other wetlands? No p. Dimensions of the wetland to be filled N/A q. How will excavated or fill material be kept on site and erosion controlled? Normal Construction Methods, r. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic dredge)? various Types Of Heavy C onstur-t-i can Ec= ii pMnt s. Will wetlands be crossed in transporting equip- ment to the project site? No If yes, explain the steps that will be taken to lessen en- vironmental impacts. 7 SHORELINE STABILIZATION a. Length of bulkhead or riprap N/A b. Average distance waterward of mean high water or normal water level N/A c. Shoreline erosion during preceding 12 months, in feet N/A d. Type of bulkhead material N/A e. Amount of fill, in cubic yards, to be placed below mean high water N/A f. Type of fill material N/A 8 ADDITIONAL INFORMATION In addition to the completed application form, the following items must be submitted: A copy of the deed (with stare! 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 for- ward a copy of the deed or other instrument under which the owner claims title, plus written permis- sion 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 8 V2 x 11 white paper. (Refer to Coastal Resources Commission Rule 7J.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 16 high quality copies are provided by the applicant. (Contact the U.S. Army Corps of Engineers regard- ing 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 per- sonnel 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 com- ments on the proposed project to the Division of Coastal Management. The applicant must advise the adjacent landowners of this opportunity by sen- ding a copy of the permit application to them by registered or certified mail. This notification is re- quired by G.S. 113-229(d). Name State of North Carolina Address A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. A check for $100 made payable to the Depart- ment of Natural Resources and Community Development to cover the costs of processing the application. A signed AEC hazard notice for projects in ocean- front and inlet areas. A statement on the use of public funds. If the project involves the expenditure of public funds, at- tach a statement documenting compliance with the North Carolina Environmental Policy Act (N.C.G.S. 113A-1 to 10). 9 CERTIFICATION AND PERMIS- SION 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 condi- tions and restrictions contained in the permit. I certify that to the best of my knowledge, the pro- posed activity complies with the State of North Carolina's approved Coastal. Management Program and will be conducted 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 ap- plication and follow-up monitoring of project.. This is the 17- day of 1110Ye_" 4s.- 19 97 . x 4,4x..,t;3 ?2- Landowner or Authorized agent 41 U Name Send the completed application materials to the Address Division of Coastal Management Office nearest you and the U.S. Army Corps of Engineers. See the Name map on the inside front cover for the appropriate Address DCM office and addresses and phone number. .e "r '`tom ? .??? I:SF iC ?ti? nKIDGEiON 1 ITE ss ( o NEW BERN c ?, c •., 1.953 70 \JA -1 11 r%, op 1 172\< S116011, let, ?! , ; ?: \ >'? ti\ 'ftalr ?.:• / r`?? t •1\? ,,?z VICINITY MAP -?sr // \ )•`. \ i r SCALE Ile I s\ \ - S 0 I 7 \ `? Cq ?? N. 1 F r rt Fi H f t ~ .....:ia .f i?l ?I >)l I J(? i ?? t'' j\ \\sy(.?' Pd,ng ?1it :!! 11. AJI 1 151 ` /(1 r fit: f ' , ••r. 1 i' 111 ` it 1. _?L+Ir., lI a. li = !l t ?l yr\\, \ •• , ? ' (. 1. - a. ?) ,jl (i(T'crr;Jlc? ? I I_ `5 1(NE, 57 j! {•.,? . ( ?,\`) ? ?? ( I I ,l :: i i i,J r i? t:.17, • ?. ,POP 'CduilhJ,1 ?+ + . L-': - _ _,r_.•?;•._..?'!: '•? + __ ,:.I?De. raf9enriet?S. I, . 11 r;ptl! :I ?I'-i????=? Ijl .• p t ire vUr r ni?•s G f?r:er t ( _I ._ Id _ = ?? 3 n? ise •1 Z li .??, ?`•''! •?• tl) _ ?1 ?! HM7 Avh Y_+_ .ter -f •? r T Jew (tern j ?? J1111 7>?r ., ' \ =1StJndul?_ __ Moll p01; Pile Pile, 1 •+, 't'om ?•• /`"Y ? 1, .,' "' ??O •J ?i d• A' j ,rnlu; 1000' 0 4000 SCALE IN FT. rit t? 11 I ? G PROPOSED BRIDGE REPLACEMENT Piling ,;:5k, 1 Ip :o1tl4 r\ \ Inl r -ItO STATE PROJECT 9.90898 CRAVEN COUNTY TRENT RIVER NEW BERN, ?1C PROP. RAILROAD BRIDGE REPLACEMENT APPLICATION BY: NCDOT SHEET I OF 3 z _ m E D ° m a a o x k 4--i Z a m It- `ILA. r N ? JC 1 ' v a _ Z N v m \ IT %?? yOj Z / _ N z °a 2 1 Zi I f 1 I 1 ? n n 1 ? .+ O i ? ? y 1 a n x i i I I > o a - z „ n x D ?n r a 2 O A O PLAN 806-TAIL SWING SPAN 2;• no 7s' SCALE IN FT. Nlln V )t A ti z N , O u in a? I,IIO 1'1 ti m O x ? m : W .o i I z 1 a 4 m I __ __ .. _ ?{ 1 1 r- _ I - _L 1 I m ? ? is m 1 ? II D Z 1 m O 1 1 I [ O IIp ? 1 ?) <o o I= I• 1 m ,y .o 4 9 A m O p 1 1 --i ?u m p X Ic ~ '- Z f _ 0 1 ? ;. m I 1 1 1 I 1 1 j 1 I 1 1 1 1 i? I I i N fn Y m m N A a l a A W J x m y N Y u n ? a y O L In JJ a N R? ~ m A x y. U] O [1 4 V 0 ti y ... N R? D D u m i' W a N - ---• ' I o ? I I v R' mu x ° m _ < n N ~ Z N ? A G-1 W y m N 'L L ° 1 1 ,. n I m ? o i m c o r 9 I m n m < N < . y ? N I N I , ' m -1 o v nl m o ? N !? -. to 7 }? D A nl 1 I 2 ?? N 1 Q 't .. . _ ... . 1 \ . A• o r p Z a 0 m m n A m i a A r o m a p I 4 n r m ?' a n = L Gl < ti = m ELEVATION °I 808-TAIL SWING SPAN N (f) Y IL _ m V ? a U " - W m 25' r 75' SCALE IN FT. F p • A m ?n r a . m ? r 1+1 0 f V" f REC LV D NOV 1 8 1987 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION P.O. BOX 25201 RALEIGH 27611-5201 JAMES G. MARTIN GOVERNOR November 10, 1987 JAMES E. HARRINGTON SECRETARY Division of Coastal Management Department of Natural Resources and Community Development Post Office Box 27687 Raleigh, North Carolina 27611 ATTENTION: Mr. John Parker Dear Sir: Div. of Environmental Mgt. Raleigh, N. C. DIVISION OF HIGHWAYS GEORGE E. WELLS, P.E. STATE HIGHWAY ADMINISTRATOR NU 'u ?7 10 N j. OPERATIONS ;_Ir i SRAN('H SUBJECT: Craven County, Trent River Railroad Bridge at New Bern The North Carolina Department of Transportation proposes to replace the swing span of the A & NC Railroad bridge over the Trent River. The existing pivot pier, which contains approximately 205 cubic yards of underwater material, will be removed. The new pivot pier will require the placement of approximately 192 cubic yards of concrete under water. Application is hereby made for the required permits issued by the Division of Coastal Management. In addition, by copy of this letter, we are requesting a Water Quality Certification from the Division of Environmental Management. The Corps of Engineers has advised that an individual Department of the Army Permit will not be required for this project; however, a Coast Guard permit will be required. If you have any questions concerning the project, you may call Mr. Larry Sams at 733-2806. Sincerely, William G. Marley, Jr., P. E. Assistant Highway Administrator BJO/rm cc: Mr. Paul Wilms, NRCD Mr. Larry Sams Mr. A. L. Hankins, P. E. Mr. D. L. Squires, P. E. Mr. Neil Salmon, P. E. An Eoual Oooortunity/AffirmativeAction Emolover ace S tee ?r ca`n'oes et``? oak 'erV-0 cefia'r 4 oc Ocb °? " 999 l -3 ?,as GG • acecs Poc els 46 ID`i'" a?'r?' acbocs 4,3,t abbe,D?0 a?:? S 1 ice a? ary ? GG • ' F c?G??°? aced ?l?e?, ai' `,a? `,?co ,ce?'eres ON teQu is c?,e or co`'e Cpl .s 441'?ac' rc Poc lGP P?? aia?e PS 113P11? oas S ? GG ata?'? titi9 nor ?tea?G S 113' Ge fi''?toac t 1 GO erc ra?e? Goascal r o? erc k ac` G G so?c es erc 40? e e c a,°o 1p of c0'. c 4Jl?a P` Se`c'o eagea o aces ache ? Gear ?oc13 ec?a 0 0? c?,e 4Q G r?'reets Se`c'or °?5•o S P'?yr??sct?cc 4 LO DIVISION OF COASTAL FIELD OFFICES Elizabeth City 108 South Water Street Elizabeth City, N.C. 27909 (919) 338-1558 Washington, Box 1507 1424 Carolina Avenue Washington, N.C. 27889 (919) 946-6481 Morehead City Box 769 3411 Arendell Street Morehead City, N.C. 28557 (919) 7264021 1-800-682.2632 Wilmington 7225 Wrightsville Avenue Wilmington, N.C. 28403 (919) 256-4161 Raleigh Central Office N.C. Department of Natural Resources and Community Development 512 N. Salisbury Street Box 27687 Raleigh, N.C. 27611-7687 (919) 733-2293 U.S. Army Corps of Engineers Wilmington District Box 1890 Wilmington, N.C. 28402 (919) 3434639 MANAGEMENT - Please type or print. Carefully describe all an- ticipated development activities, including construc- tion, excavation, filling, paving, land clearing, and j stormwater control. If the requested information is not relevant to your project, write N/A (not ap- plicable). Items 1-4 and 8-9 must be completed for all projects. 1 APPLICANT a. Name William G. Marley. Jr.. PE Address P- n- R n x 29201 City R a 1 e i q}1_ State NC Zip 27611 Day phone 733-6348 Landowner or X Authorized agent b. Project name (if any N/A c. If the applicant is not the landowner, also give the owner's name and address. 2 LOCATION OF PROPOSED PROJECT a. Street address or secondary road number A & NC Railroad over Trent River b. City, town, community, or landmark New Bern c. County Cravem d. Is proposed work within city limits or planning jurisdiction? Yes e. Name of body of water nearest project Trent River 3 DESCRIPTION AND PLANNED USE OF PROPOSED: PROJECT a. Describe all development activities you propose (for example, building a home, motel, marina, bulkhead, or pier). Replace Swing Span of Railroad Bridge If you plan to build a marina, also complete and attach Form DCM-MP-2. b. Is the proposed activity maintenance of an ex- isting project, new work, or both? Maintenance c. Will the project be for community, private, or commercial use? Community d. Describe the planned use of the project. Railroad Traffic 4 LAND AND WATER CHARACTERISTICS a. Size of entire tract N/A b. Size of individual lot(s) N/A c. Elevation of tract above mean sea level or Na- tional Geodetic Vertical Datum N/A d. Soil type(s) and texture(s) of tract N/A e. Vegetation on tract N/A f. Man-made features now on tract N/A g. What is the CAMA Land Use Plan Classifica- tion of the site? (Consult the local land use plan.) Conservation Transitional Developed Community Rural Other h. How is the tract zoned by local government? N/A i. How are adjacent waters classified? j. Has a professional archaeological survey been carried out for the tract? No if so, by whom? 5 UPLAND DEVELOPMENT Complete this section if the project includes any upland development. a. Type and number of buildings, facilities, or structures proposed N/A b. Number of lots or parcels N/A c. Density (Give the number of residential units and the units per acre.) N/A d. Size of area to be graded or disturbed N/A e. If the proposed project will disturb more than one acre of land, the Division of Land Resources must receive an erosion and sedimen- tation 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 im- permeable surfaces, such as pavement, buildings, or rooftops. N/A g. List the materials, such as marl, paver stone, asphalt, or concrete, to be used for paved surfaces. N/A h. If applicable, has a stormwater management plan been submitted to the Division of En- vironmental Management? N/A I. Describe proposed sewage disposal and/or waste water treatment facilities. N/A j. Have these facilities received state or local approval? Yes k. Describe existing treatment facilities. N/A 1. Describe location and type of discharges to waters of the state (for example;-surface runoff, sanitary wastewater, industrial/commerciat effluent, or "wash down"). N/A m. Water supply source N/A n. If the project is oceanfront development, describe the steps that will be taken to main- tain established public beach accessways or pro- vide new access. N/A o. If the project is on the oceanfront, what will be the elevation above mean sea level of the first habitable floor? N/A 6 EXCAVATION AND FILL INFORMATION a. Describe below the purpose of proposed excava- tion or fill activities (excluding bulkheads, which are covered in Section 7). Length Width Depth Access channel (MLW) or (NWL) Boat basin Other (break- water, pier, boat ramp, rock jetty) Fill placed in wetland or below MHW Upland fill areas b. Amount of material to be excavated from below water level in cubic yards N/A c. Type of material N/A d. Does the area to be excavated include marsh- land, swamps, or other wetlands? N/A e. High ground excavation, in cubic yards N/A f. Dimensions of spoil disposal area N/A g. Location of spoil disposal area h. ` Do you claim title to the disposal area? N/A If not, attach a letter granting permission from the owner. i. Will a disposal area be available for future maintenance?? N/A If so, where? j. Does the disposal area include any marshland, swamOland,'or water areas? N/A k. Will the fill material be placed below mean high water? Yes 1. Amount of fill in cubic yards 192 m. Type of fill material Concrete n. Source of fill material Commercial o. Will fill material be placed on marsh or other wetlands? No p. Dimensions of the wetland to be filled N/A q. How will excavated or fill material be kept on site and erosion controlled? Normal construction Methods r. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic dredge)? Various Types Of Heavy Constrict-ion Ecaii p ant s. Will wetlands be crossed in transporting equip- ment to the project site?-No If yes, explain the steps that will be taken to lessen en- vironmental impacts. SHORELINE- STABILIZATION a. Length of bulkhead or rip rap N/A b. Average distance waterward of mean high water or normal water level N/A c. Shoreline erosion during preceding 12 months, in feet N/A d. Type of bulkhead material N/A e. Amount of fill, in cubic yards, to be placed below mean high water N/A f. Type of fill material N/ A 2 8 ADDITIONAL INFORMATION In addition to the completed application form, the following 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 for- ward a copy of the deed or other instrument under which the owner claims title, plus written permis- sion 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 8 V2 x 11 white paper. (Refer to Coastal Resources Commission Rule 7J.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 16 high quality copies are provided by the applicant. (Contact the U.S. Army Corps of Engineers regard- ing 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 per- sonnel 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 com- ments on the proposed project to the Division of Coastal Management. The applicant must advise the adjacent landowners of this opportunity by sen- ding a copy of the permit application to them by registered or certified mail. This notification is re- quired by G.S. 113-229(d). Name State of North Carolina Address A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. A check for $100 made payable to the Depart- ment of Natural Resources and Community Development to cover the costs of processing the application. A signed AEC hazard notice for projects in ocean- front and inlet areas. A statement on the use of public funds. If the project involves the expenditure of public funds, at- tach a statement documenting compliance with the North Carolina Environmental Policy Act (N.C.G.S. 113A-1 to 10). 9 CERTIFICATION AND PERMIS- SION 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 condi- tions and restrictions contained in the permit. I certify that to the best of my knowledge, the pro- posed activity complies with the State of North Carolina's approved Coastal. Management Program and will be conducted 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 ap- plication and follow-up monitoring of project. This is the /Z day of /yOye-_7" 1991. Landowner or Authorized agent Name Send the completed application materials to the Address Division of Coastal Management Office nearest you and the U.S. Army Corps of Engineers. See the Name map on the inside front cover for the appropriate Address DCM office and addresses and phone number. 3 v °ss ` 6 N BRIDGEYON 1 POP. 16. J ?. IT?E• • \ 'NEW 6ERN TIP 14.s" '1'-JAMES arY PQ V 7.957 - \ Gronrham T E xI )16 ODaybeivto 10 f, -Non ?'t• ?_ L?i3yrlOVxt?`?1 \t'. \\ jA1 flood >l` :'% VICINITY MAP f\qS ) SCALE :en tt \ \\ !?S \? \ ?) ` b` P 1 O I 7 7 1 .11 LS el .? a \C CqR \c s? \\.;' \ w1? 4? \ f?rTr F'dA }i_, . {- _ { F r+1t0.- B R. ?FL_ Ih ,- 7 5: 3F IAP 'Jllle raf enritE[Si' 9 { . a =?1 l1I n £N li S7 ue ! of ?y st ?? y?wer Y?oPijinq .I ? 1 Ili{ I P(>I I nr b L '. "__? ? I .+ cl'\ i .t1 } ` r III 1::_ t I P M 7 Y >,: :ar 1 _ _ .?e. [fern ? ? ?•(?1J ? I1. ? ?' ? " ,'h?Ncufolk_ _._... I•ight Union Point r Pile ?- ' / ?. Pile. 11 i ?1 --.f1 >o\\ ' ?. i PROPOSED :-;.\ C 1 x ; ? ; / US > •'' ', '„ ?• ' BRIDGE r•'!Z REPLACEMENT \\`\ 11 `; _ l? ` f (!:b4) /sores I l' 1000' 0 4000.' SCALE IN FT STATE PROJECT 9.90898 CRAVEN COUNTY TRENT RIVER NEW BERN, NC PROP. RAILROAD BRIDGE REPLACEMENT APPLICATION BY: NCDOT SHEET I OF 3 1 T f a ° m n v v T- i o I 1 ? I I = 1 1 a • I 2 T i T m 'L \ m z - m T m l - - 1 / -- '" '?? 1111 US& -?? D m v m o 9 ° T so ?' y z m N \ z t o T ? _ N 9 ° LA m PLAN p 0 808-TAIL SWING SPAN 2 : A V z 2 Q b 9 D Z 1• I 1 z_ i 1 m I , E 25. 0 75. 1 1 I ? 1 1 D Ip ' SCALE IN FT. 1 , D I 1 n j I 1 > A I I ? ? -' - STATE PROJECT 9.90898 CRAVEN COUNTY TRENT RIVER D NEW BERN, NC PROP. RAILROAD BRIDGE REPLACEMENT APPLICATION BY: PJCDOT SHEET 2 OF 3 v N x ti O o m 2 " n m O X } ? D D o m m 0 m z D m n z 2 n m P ?I n o m rt°---- --- --- --' n ?? y . O m D z ? ? m P I [ 9 O < < O m y A m o D ' I -i Z m 0 X to ` ?__ 'f P = _ I r k_ I. 1 I N f? p m IJ L ? P y r?? m y w x N y _DL * ? P u ? ? u m V y v m v N o y m x y ul ti OC 4 U 0 m D D ? ? A ti u U ? D 1 N 1 I G ? I ? ? n lel m ti m .u In x O x. y ?, O N N N U) N V) ]J I ?° mczi Imp I i,,P m 1 r 9 O m O f * x i Nn <m '< O1N ., m? ,mz IC , o ? o P w m 1 , D z D T-1 y m W m ; y r y a z o m. 1 o m D m i . u ,? I a t4 1 O ? a z m n y I y N P m r ? = ? y = m f v . am m r ' 9 m P 0 ELEVATION 808-TAIL SWING SPAN,. 25' ._ f 75' ?I SCALE IN FT.