The URL can be used to link to this page

Home My WebLink About20141169 Ver 3_Application_20151209iransportatian December 9, 2015 Mr. Tom Steffens NCDOT Coordinator Washington Regulatory Field Of�ce U. S. Army Corps of Engineers 2407 W ST'' Street Washington, NC 27889-1000 Dear Sirs: PRT McCRC7RY Covernor N[CHQ�.AS J. TEI'JNYSQN Secretary Mr. Stephen Lane NCDOT Coordinator N.C. Dept. of Environmental Quality Division of Coastal Management 400 Cormnerce Avenue Morehead City, NC 28557 Subject: Permit modification request for the proposed improvements to US 17 in Onslow, Jones and Craven Counties, TIP No. R-2514B, C& D. Debit $570 and $100 from WBS 34442.13. Reference: CWA Section 404 permit Action ID SAW-2008-00528 issued May 22, 2015 401 Water Quality Certification No. 004012 issued March 2, 2015 NCDWR Project No. 20141169v1 N.C. Coastal Area Management Act Permit 43-15 issued March 24, 2015 As you are aware, the North Carolina Department of Transportation (NCDOT) is constructing improvements to US 17 from SR 1330/SR 1439 south of Belgrade to the New Bern Bypass. Permits for this project were issued earlier this year, and the project was let to construction on June 16, 2015. The NCDOT is requesting a permit modification to allow for changes the contractor wants to malce in the temporary access at Higgins Branch and the White Oak River (R-2514B, Permit sites 10 and 12 respectively). Structures 2 and 3(Site 10� At Higgins Branch (Site 10), the permit modification will allow for temporary access between structures 2& 3 at Sta. 147+95+00 -L-, as depicted in the attached plan sheet. At this location a section of the proposed temporary access will be removed and the main bridge will be extending over Higgins Branch. The proposed design removes the fingers at bent 1 of the permanent bridge and extends the trestle over Higgins Branch connecting the two sides. The additional area requested will have a irestle with a maximum width of 30 ft and a minimum height of the same elevation as the permanent bridge. The environmental impacted area for this location will decrease in size. The impacted area breakdown is as follows using 30 inch diameter steel pile at 35 ft bent spacing. • Impact disturbed by trestle columns in non-permitted area: 44.18 sqft • Total area disturbed by trestle columns: 132.5 sqft (27 columns) • Temporary impacts due to temporary bridge bents in wetlands on Site 10 is <0.01 acre (435.6 sqft) �Nothing �Cornpares�,� State of North Carolina I Department of Transportation � PDEA-Natural Environment Section 1020 Birch Ridge Drive, 27610 I 1598 Mail Service Center � Raleigh, North Carolina 27699-1598 919-707-6000 T 919-212-5785 F Structures 4 and 5(Site 12) At White Oak River (Site 12), the permit modification will allow for temporary access between structures 4& 5 at Sta. 173+54.46 -L-, as depicted in the attached plan sheets. At this location a section of the proposed temporary access will be removed and the main bridge will be extending over White Oak River. The modifed design will remove part of the fingers at bent 2 of the permanent bridge and extend the trestle over White Oak River connecting the two sides. The additional area requested will have a trestle with a maximum width of 30 ft and a minimum height of the same elevation as the permanent bridge. The environmental impacted area for this location will decrease in size. The impacted area breakdown is as follows using 30 inch diameter steel pile at 35 ft bent spacing. • Impact disturbed by trestle columns in non-permitted area: 44.18 sq.ft. • Total area disturbed by trestle columns: 500.69 sq.ft. (102 columns) • Temporary impacts due to temporary bridge bents in wetlands on Site 12 is <0.03 acre (1306.8 sq.ft.). The NCDOT hereby requests approval of these proposals by modifying the project permits as appropriate. Sincerely, _ — ------ - _ �-- -- �`� Richard W. Hancock, P.E., Manager �� Project Development and Environmental Analysis Unit cc NCDOT Permit Application Standard Distribution List � � 0 �; 0 � � � 0 � Q � � N r � L i } N t/y v m �Q �� / N N � � L 7 t U 7 �o �� vi U / t ao �s . � � �� o p � � 3 00 o � � � C (`u o cc m w Q Y U � a� � � U O / O �} uy � �, � .. m � �o L if} � o � N Y � U � / N L7 � BM tt53 - RR SPIKE I�J 18" GUM. 221' RT. OF -L- STA. 145+1Q.00, ELEV. 20.Ot NOTE: FOR UTILITY INFORMATION, SEE IJTILITY pLANS AN6 SPECIAL PROVISIONS. -----g� ---- �— �,,y — �. �\ 2GI :Ll+55 II RIF' RAP TO SR 1331 CABLE GUARDRAIL 2 PROPpSED GIJAR�RAIL (RQApWAY DETAIL AND �, PAY ITEMI ITYPJ — �----------- �. �� GRADELINE �E� T � ar�E R�i(?G€ -I{��*t7?zi�5T7Qrd crr;��2�.��.:;Y -_ ' S .. N c3" �4��-3f1.(a�� t. ��s—�- _ •. ,\ µ'� 13�, U��„-��'— c�aoE�IruF RIGHT LANE HYDRAULIC DATA OESiGN �ISCHARGE � 5910 CFS FREaLiENCY OF DESIGN FLOOd = 50 YcARS DESIGnr HIGH waTEa E�EvaTTON - t9.0 DRAINAGE AREA = i.2 50. MI. BASIC DISCkARGE fO1007 = d520 C�5 BASIC HIGH WdTER ELEVATI�r� = 20.32 N 0 CLASS II RIP RAP OVERTOPPING FLOOD DA7A OVERTdPPING aISCHARGE = 12320+ CF5 FREOIJENCY OF OVERTOPPING FLOOfl = 50fl+YEARS OVERTQPPING FLOOD ELEVAT�ON = 24.6 LOCATI{�N SKETCH ♦ � PROPOSED GfJARpRAIL iROADwAv DETaIL AND PAY ITEM}ITYPJ � '-' REMOVE B�TH'fEMPO�ARY � T ACGESS i=iNC�ERS AT NORTH BENT �" TO SR 1116 �, 2GI � SURVEY -L- CABLE GUdRORAIL SITE 10 12/9/15 � TEhAPORARY ACCESS twORK BRIDGE� � PROPOSED RI�HT LAh1E STRLICTLIRE NOTES : d55LJMED LIVE LOAD = HL-93 OR ALTERNATE LOADING. THIS BRIOGE HAS BEEN �ESIGNE� IN ACCORpANCE wFTH THE AASHTO LRFa BRIDGE �ESIGN S?ECIFICATIONS. THIS BRIDCE IS LOCATED IN SEISMIC ZQNE t. FOR pTHER �ESIGN �ATA ANp GENERAL NOT�5,5E� SHEET SN. FOR ERQSION CONTROL MEASLIRE5,SEE ERQSIQN CONTROL PLANS. PRESTRESSE6 CONCRETE DECK PANE�S MdY BE USE� IN LIEt1 OF METAL STnY-Is�-�LaCE FdRMS IN ACCORDANCE WITH ARTIC�E 42(�-3 OF THE STAN6ARD SPECIFICATIONS. REMOVABLE FflRMS MAY BE USE� IN LIEII OF METAL S7AY-IN-PLACE FORMS Ir� ACCORQANCE wITH AR7ICLE 420-3 OF TwE STANDdR� SPECIFICATIONS. THIS STRL€CTURE HAS BEEN DESIGN£0 IN ACCORDdNCE wIiH `°NEC 18-EVdLUATING SCOUR AT BRIPGES." NEED�E 8EaM5 wILL rvOT BE ALLOwE� uNLESS QTHERwISE CALLED FOR ON TI�E P�nNS OR APPROVEp 6Y TkE ENGINEER. FOR SUBMITTaL OF wOR�cING DRpwINGS,SEE SPECIa� PR4vI5IU�5. FOR FALSEwORK dND FORMWORK,SEE SPECIdL PRpUI5I0N5. FpR CRANE SAF�TY,SEE SP�CIAL PR�VI$IONS. FOR GROUT FOR STRUCTURES,SEE SPECIAL PROVISIONS. ALL FALSEWORK AN6 FORMS FOR THE CAST-IN-PLACE �ECK SLAB CaN�INuOUS UNST SHALL REMAIN LN PLACE IJNTIL THE ENTIRE UNIT IS CAST AND CURE�. FOR CONSTR�CTION,MAINTENANCE AND REMOVABLE OF TEMPORARY ACCESS STATIpN 147+95.00 -L-,SEE PROJECT SPECIdL PROVISI0N5. FOR RLAGING L4AD ON STRUCTURE MEMBERS.SEE PROJECT SPECZAL PR6VISIONS. FOR STEEL REINFORCE� ELAST�MERIC B�ARINGS,SEE PROJECT SPECIAL PROVISI4h�S. TOTAL BILL OF MATERIAL PpA REINFORCEQ GROOVING CLASS A BRIDGE REINFQRCING 45" PRESTRESSE� P� �4 x DSO PP l6 7c 0.50 STEEL PIP£ pi�� CONCR'ETE RIP RAP �EpTEXTILE ELASTOMERIC TESTINC CONCRETE BRIDGE CONCRETE APPROACH STEEL PILE PILE BARRIER CLA55 TI S�aeS COr7CRETE GIRpERS GaLVANIZED GA�VANIZE4 ppINTS PLATES �EDRIVES RAIL 12' 0"1THIC�1 �OR DReINAGE BEaRINGS 6ECK SLAB fL00R5 STEEL PILES STEEL PILES EACH 50. FT. SQ. FT. CU. YpS. Ll1MP SIJ�A L85. N0. LIN. FT. N0. LIN. FT. NQ. LIN. FT. N0. ND. LIN. FT. TONS S0. YDS. LUMP SiJM SEJPERSTRLJCTLIRE 653] 7245 LUMP Sl1M 8 624 316.7 LUMP SUM END BENT I 3F.6 5549 6 L20 6 3 73 BI BENT I 1B.2 4f03 5 200 5 3 ENq BENT 2 3k.6 5549 6 120 6 3 184 210 TOTAL 2 6531 P245 81.4 WMP SUA� I5201 8 629 i2 2a0 5 200 5 12 9 316.7 252 291 WMP SUM DRAWN Br : �� YA �aTE : ��3 CHECKEO Br : R.DECOLA 06T€ : OS/14 �E5IGN Er�GTNEER aF R�CORO : �• �ECOu�d OATE : �0/�14 .`�'�y� �CABri��4, ��o?�,��,�,o,;?�,',: S�� 5 - 5s 03b321 j �yci.ac�,+ P +� ��-�`{;j��. ''''��fl111111411`-�`` 1; 71/P915 ��sr b I kh+� F ae� � The LDUIS BERGEf� GRf3UP. Inc. 1 W 7 Watle Arenue. Suule 400 Raleigh. NC 27fi0S3312 NC COA No. F-�BqO PROJECT N0. R-2�iqB ONSLOW Cou�T� srario�: 1�7+95a�0 -L- T 3 OF SS�TE OF Nq1tSH (aapiw� DEPARTMENT OF TRAh�SPDRTAT10N R��EM1� GENERAL DRAWING BRIDGE OVER HIGGINS BRANCH ON PROP�SED US 17 BYPASS BETWEEh1 SR 1331 ANp SR 1116 (�EFT LANEl REviSi0N5 � Sr+EEa n0. onxe: r�o ar: o�r€d 52-3 34 cao .� 5t 4C 3C 2C iC � 0.4258� +�.1827% PI = 162+85.00 L E� = za.iz vC - 295' GRADE DATA i6e}ao 169+OQ 17�*40 Si1+09 172+p6 t'-T MiN. BERM F1�� FdCE c� END BENT i SPAN A SPAN B SPAN C SPAN D SPAN E ST0..167+73.10 -L- G.P. EL. 29.94 BEGIN FRONT SLOPE STd.167+52.92 -L- l'-0"MIN. L{1W CHDRp G.P. EL. 29.i0 EARTH BERM �E�-• z�•8`� HIGFi WATER SllRFACE ExP. ExP. FIX. FIX. EL 20.6� f20057 FIX. FE7(. F3X. FIX. �` '�,, EXP, � ;1 SLOPE NORMdL WATER -`-` FILL�- �=� ry[}RMAL TO CAP I - I �SllRFACE EL9.7* I I . ' `-----__- J = z ---- � - .� o �, --•- __------- � --- -- --- ---------- � -----------�------ ^ -------------------------- `--`•'---` ` ------------ ------ CLASS II -y -----------3p X 0.50 --+� ' ~ � � _ ,�� --------'--------'- - '"� � ---.•-•_----- - --- _ I dPPROx. EXISiING RIP RaP N 3a x 0.50 ' ' 30 x o.5� � N GROUND LINE w rTVP.1 :' OPEN ENQ I _� 30 X 0.5� � OPEN ENQ i � OPEN END i GuLVANIZED � . QPEN EN6 i � � GALVANIZE� ^ 12"PRESTRESSED "' STEEL PIPE w w GALVANIZED w STEELNPIpE� ``' ' J CONCRETE PILES PILES STEEL PIPE PILES STEEL PIPE w END BENT 1 ��NT 1 PI�Es BENT 2 BENT 3 PI��s BENT 4 I"-0'° M 4R7H � Et. 17. �ILL FACE f�- EN� BEiT I T0� SR �331 W.P. 'IL FILL FACE (e� END BENT I STd.167+73.10 L � 6EGIN APP,SLAB � � � STA, 167+49.07 -L- sp m BEGIN FRON7 SLOPE 7'-o"+�In � STA.lb7<52.42 -L- EAR7H BEf � E�. 27.44 � n HYDRAULIC QATA `r DESICN DiSCHaRGE = 59L0 CFS � FREOUENCY Of DESIGN FL00� . = SO YEARS � �ESIGN HIGH wATER ELEVATION = I9.0 m �RAINAGE AREA = 65.Q S�.r�I. v �, SASIC �ISCHhRGE f01001 = i520 CFS � BASSC HIGH wATER ELEVATION = 20.32 � OVERTOPPING FLOOD DATA � OVERTOPPbNG D?SCH4RGE - 1232Ct+ �FS � FREOIJE�C�' QF OVERTOPPING FLOOD = 500� YEARS 2 OVERTOPPING F�006 ELEVATIOn� = 24.6 � 0 n 9 � OV€RTOPPZNG ELEVATION REPRESENTS GRADE POINT CJ STA. 162+15,59 -L- ,o ��V OI'-I"fWP. °1L TO WP. � �SPAN a) CLA55 II RIP ftAP AN,JTp 1ClJRVEI BENT 1 CONTROL �TNE :; SEC7ION ALONG LEFT LA�JE GRADE LINE SECTiO+�S TkRpUGH BENTS AND EN� BENTS ARE AT RIGHT ANGLES � .S�/ / �� /..�/ � � r, AL LE. GTH OF Bf7IQGE FILL FACE i0 FILL FACE = 1161'-I"[W.p.'IL TQ W.P. •12L9 � y / � � SPAN CCiNTINIlOUS UNIT = Qz�^-�^�w,p a1L TO W.P. °SL7 100'-0"(WP. e2� � �SAdN � ti � W.P. "2L TA. k68+T4.33 L �� 88°-19'-23" i craN; ro eu�vEi ' 6 wP, �3u BENT 2 � CONTROL LINE - i � � Sf l5 n iio�-o~cwP. n3� ro wP. •au fSPAh Cl R�move temporary r access ; � � BENT 3 CDNrR6� LINE - � � � � N � /� / , i � SURVEY -L- HORIZONTAL CURVE DATA ' � �:";, ;.a�`F n�FF`;' ��'"`� P.I. STA. = 179+94.89 � � � 21°-13'-15.d"SLT.1 j Q - 0°-2t3'-57.3" � L - 6�075.98, I 1 = 3,073.20' �Hemove temporary R= 16,405.00' access P L A N FOR CLARITY, PILES ARE NOT SH�OWN TN PLAN VIEW � RAOIAL DIM�NSION ALL BENTS AN'D ENp BENTS ARE PpRALLEL. �j_� �1 TEMPORARY ACCESS I.WORK BRIpGEI ��, �,..,�:..--- ll0'-0"cwP.44� Tp wP.•5�1 tSPAIV D1 � � BENT 4 CONTROL LINE I � ,! f W.P. "4L a.�7a*Ba.52 -�- ❑7--u� -cr ITAN. TO CLIRVEI; Q i / i' � / i � /Q SITE 12 12/9/15 3 SPAN CONTINUQUS UNI7 ' 3Q0' 0" 4W.P. "5L TO W.P. "BL7 I10'-0"(WP. •5'� 70 WP. ^6L1 IS�AH E1 1�A.171*94.i8 -L- ah--cn-�c i [TdN.7Q CLIRVEI� ARC LENGTH ALONG GRA�ELINE PROJEC� N0. R-251qB ONSLOW/JONES �p�NTY STATIO�Je �� -L- �EET L QF 8 BRIDGE No.� [TA •n