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HomeMy WebLinkAbout20150708 Ver 1_Permit drawing mod_20151020 Carpenter,Kristi From:Willis, Thomas C Sent:Tuesday, October 20, 2015 11:08 AM To:Daisey, Greg Cc:tracey.l.wheeler@usace.army.mil; Ward, Garcy; Abel, John S; Brown, Tracey T Subject:FW: Bridge # 56, Long Shoal River, Hyde County Attachments:PermitDrawing_utilityimpact_modification.pdf I forgot to include the extension of the MCNC bore. The representative from MCNC, also elected to extend the bore another 250’ to the north. This will insure, they do not have a conflict with the guardrail and project area. This will result in the bore changing from approximately 550’ to 800’ long. This bore will not impact any wetlands, as previously stated in the original application. The depth of the bore will still be 10 feet or deeper, as shown on the previous profile drawings. Thanks, Clay From: Willis, Thomas C Sent: Tuesday, October 20, 2015 10:53 AM To: Daisey, Greg Cc: tracey.l.wheeler@usace.army.mil; Ward, Garcy; Abel, John S; Brown, Tracey T Subject: Bridge # 56, Long Shoal River, Hyde County Greg, In meeting with the utility contractor, who will be boring the Century Link line, they discovered the existing connection vault and fiber line is located directly adjacent to the existing power pole. This area is within the delineated wetland boundary. Once the contractor bores the new line, they will need to hand dig a 1’ -2’ wide trench (1’ deep) to access the existing vault and make the new connection. Once the connection is made the trench can be filled back in and the area will be maintained, as it is currently. There will be no new impacts associated with this utility work. All the work is within the existing footprint of the vault and buried line. The proposed hand trenching will not result in more than 20 sq. ft. of temporary wetland impacts. I have sketched the proposed temporary impacts on the permit drawings. Please, let me know if you need anything else to update your information for this utility work. Thanks, Clay NCDOT – Division One Environmental Supervisor Office – 252-482-1876 Cell – 252-312-3692 tcwillis@ncdot.gov Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. 1 ����� ��������� ������p` � PROIECTREFERENCE�NO:� SHEEfNO. ..... ......... ... ..a-. ... .. .... .... . .. � '___""__ . .. � SF-470056 J ...... ......... � � . .. ... - . .. . ... .. ......... . ... ..... .... . ... .. ......... ......... .... .. .......... � RhY SHEET NO. m ROADWAY DESIGN HYDRAULICS CC?ASTA� WETLAND AND SURFACE WATER IMPACTS PERA111T EN�,NEER EN�,NEER PIiELIMIN Y �L.� NS OUTLET DATA CENTER BRIDGE STA. 13+b5:40 -L- m N� Ues � roN�raU�,�,oN BEGIN TRENCHLESS Qld = 0.08 CFS 130' LENGTH; 3 SPAN (1@35'; 1@50'; l@45') INSTALLATIO� V10 = 0.2 FPS SBG FROM =L= STA> 12+10 LT TO 21', PCCS; 120°SKEW; SBG FROM -�- STA, 19+42 LT TO UG_TEL2 STAa 5+00�00 1NV. EL. = 1.25' 36-b CLEAR ROADWAY -L- STA; IO+OL00 `L STA, 13+12 LT -L- STA, 15+87 LT WITH 2q' X36"X30° HANDHO�E o d � >-: >- �, o TA�� cRASs Nc cRio d .. 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"'_ "'_ - + .. - -_ . . .. � ��, ` ' = � � � _ _ ._ — _... �_ FS a_ � _ _ -- - — - -- — -- — pt�E — __ . • o - , cu ''� '��i � yi ; N �a �o N , , N o 0 o W T�TO RAN�7�E0/ T0 BEAUFORT/ w o 0 0 . �- cv U . 5 SR 13 5 5 � o o� o 0 0 0 4 0 3 i ` i � N� i � i i � i r 4 d 5 � 4� `� S T o o � o o W � .. .---_... . ' _ _ .—T � � — -- _ __ — . . Fp— ._. � . " T �0 � - � -- —. . _ -- — _ T F6F� _. — — — . — — ___ _ — 7 FO�- — — . ..— , , � � � . — �.. _. _ — _ F — —... ( S�A�1:�E _ — FO TEL CABLES . �� . — .... .. —� — _ ` � — � PflOP U/G (FO TEL CABLE � PRpfrti PfiOP U(Ca (FO) TEL LE . _ (FO)�TE _ " � e; Fx 31 � -_ _ � CABL���� ' + � EXIS7ING R/W ffi5'INC. ti " �..?�. TYP. � _ ;up��,,� �" s�wc ftiw�f3RoxEtd �sz-wi� - ,��— �� - -- 6R�KE �, 404 SITE I ,.,r 406 ,,}.. ----�------ � f . EST. 1 TON CLASS B RIP RAP 0408 c��} :��'. �'L . Ir'�'1 G�1 — BEGW PAYEMENT BST F,Ql�T Lr'iNDIN� ____� +79 '.4`` . � SITE q �'i � P�' �� r EST. 5 SY GEOTEXTILE FABRIC � END PAVEMENT � ti 1 : . _ __ _ C . 0+15.00 � Po sT,a i N NTURY LINK FO LINE , N �,� ,� �,�.� EXISTI G CE � LXISTING UCNG FIBER Tn�� caAss _�- POT sra. »+so.00 `�° '�`� °� `�" EST: 1 TdN CLASS B RIP RAP p . z "' RAMP ACCESS Td �� o ��`°"'� �"` ����'��'-�"� ��°"l BE RETAINED ESL 5 SY GEOTEXTILE FABRIC �;' PROP; CENTUTY LINK 4" HDPE TRIDUCT END TRENCHLESS " -.----_-. �� � 10` BECOW BOTTOM OF RIVER INSTALLATION � �`� c� �.;�;�in� it�..t��:-- ----- -�..--- _� �^ STtfd��CNC FO LINE Ut� ; UG_TEL STI�, 13+50e25 SBG FROM -L= STA; 12+10 RT TO � SBG FROM -L STA, 14+21 RT TO -L- STA, 18+00;00 OUTLET DATA J � �, - WITH 29"X36"X30W HANDNO�E -L- STA, 12+92 RT � L- STAe 14+70 RT Q10 = 0.7 CF$ TA�C GRASS � PROPa 2" HDPE TRIDUCT V70 = d.3 FPS ,� � OUT�ET DATA r INV. El: = 1.50' f> MCN� F IBER RE�OCATION OUTLET DATA a , ; Q70 = 0.3 CFS �, NATURE CO�1SE°VAI�CY V70 - 0.2 FPS LJ c r V�10 = 0.3 PSS BEGIN TRENCHLESS � INV. EL. = 0.96' UNITE'� STATES G AMEF�{�A WV. E�. - 0.69' INSTA�LATION �� �?� P' ��4 UG_TEL STAe 5+00°00 �nB R3 �G 5 FISN�vGN EED`� OJN�-SVC ' -L- STAe 9+50�00 WITH 24"X36"X3Q' NAi�DHOLE' PRdPe MCNC 2° NDPE TRIDUCT 20' BELOW BOTTOM -0F RIVER 1JTILITY NOTES EXISTo STRUCTURE #470056 HYDE COUNTY I, THIS PLAN 1S FOR ENVIRORIMENTqL PERMITTING ONLY, ON US- 269 2e PROPOSED' HORIZONTAL ALIGNIviENT IS FOR REFERENCE OVER �ONG SNOAL RIVER ONLY� 3, �+0'DAMAGE IS ALLOWED T0 WETLAND OR STREAM BY TRENCH�ESS METHODSe 9a IT IS THE CONTRACTOR'S Rr SPON5181�ITY TO NAVt BdRE PATNS DESIGNED AND SEACED BY A NORTH CAROLINA PROFESS103�AL ENGINEERe UTILITIES BY OTHERS CA1/A JURISDICTIONAL WET�AND IMPACTS ��;!!�� oENOTEs cnnpACTs iw PRIMAE L2�'//l/�I suRFACE waTE� RY NIJRSERY AREA FILL IN TE��iPe PERMAI�ENT SURFACE 60' 30' 0' 60' 120' IN-WATER I��ORATORIUM FROM NAND HAND WATER �ENorEs Fi« i� WET�ANDS CLEARWG CLEARING IMPACT ��jjj�i� wEnANo FEBRUARY 15 TH�OUGN SEPTEMBER 30 SITE ( 4 SF 200 SF 44 SF - -- DENOTES TEMPnRARY HAND T C N CLEARING IN WETLAND � SITE 2 762 S� 980 SF 45 SF 16 SF � rennPORaRY iMPAcr A�� wE-r�aNn aREas oETER�INEo METHOD II MODIFIED C�EARI��IG � BY CI�AY WP LIS DIVISION �, � SITE 3(000 SF 563 SF 24 SF I) SF DENOTES PERMANENT HAND ENVIRONM��vra� oFFICER as PocKET a;g,C,D PERMIT DRAWING > � � CLEARING IN WETLAND N SITE �I �IE SF I27� SF �JO -SF -- PERMANENT IMPACT THE HISTORIC NIGH WATER MARK OF Ie26' SHEET OF � DETERMWED BY PHYSIGA� EVIDENCE �, � «�