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HomeMy WebLinkAbout20150751 Ver 1_Updated plan view_20150813Carpenter,Kristi From: Sent: To: Willis, Thomas C Thursday, August 13, 2015 11:08 AM tracey.l.wheeler@usace.army.mil; Daisey, Greg; Ward, Garcy Cr. Carpenter,Kristi Subject: Bridge # 36 Hyde County - updated plan view Attachments: Updated_planview_streamimpact.pdf Follow Up Flag: Flag Status: Follow up Flagged Attached is an updated plan view showing 56' of stream impact adjacent to Smith Creek. DWR wanted to clarify this, considering this project will require written concurrence. The previous permit drawing shows the surface water impact of 121 sq. ft. of rip-rap associated with the end bent stabilization at the corners of the bridge (site 3&4). Just to clarify, the 56' of listed stream impact, includes approximately 40' of the area that is currently bulk headed. Let me know if you have any questions. Thanks, Clay NCDOT— Division One Environmental Supervisor Office — 252-482-1876 Cell — 252-312-3692 tcwi I I is@ ncdot.�ov I rr�7all �:urrc,�l�ui�dci��;e, �C�u ai�d ��rurr�7 �U•ii� �e,i�dcr i� �ul�j��;� �u �C�h•ie, I"J � I�'�"ul�li�; I ta�:ur�:;� I..aw ai�d ir�7ay I�c rli��;lu�e,rl �u �C�h•ih�rl I�artie,�, N 0 w � m 6 � � � � � � � � COASTAL WETLAND AND SURFACE WATER IMPACTS PERMIT SBG: SHOULDER BERM GUTTER SBG -L- STA. 12 +49 LT TO STA. 12 + 67 LT UTILITY NOTES lo THIS PI_AN IS FOR ENVIRONN�ENTA�� PERMITTING ONLYo 2a PROPOSED HORIZONTAL ALIGNMENT IS FOR REFERENCE ONLYe UTIL_ITY OWNERS ON THIS PROJFCT° CENTURY LINK TIDELAND ELECTRIC UTILITYa TELEPHCNE UTILITYo ELECTRIC CONTACTe JON RADUNS CONTACTe KENNETH NEIL PHONEe 252-331-9311 PHONEe 252-943-8507 0 0 + � OUTLET DATA Q10 = 0.5 CFS V10 = 0.3 FPS O INV. EL. = 1.18' o PHl'LLIS SAWYEP o � U�B E7 PG 33 N TF_MPORARY POWER POLE BEGIN PAVEMENT ��ASTAL IvIARS� BEGIN APPROACH SLAB -L- POT STA. 11 +25. �xisT riw �— -_ — _ -- -- I �-----�0 SLA,DESVILLE 30' - — —T— — —_ — — - POCKE � C _ � —����8— � l9' BST � W � � SR 1143 (SLADESVILLE—CREDLE ROAD) �' c —�— o�� � ` 3 0' PpP - -- - -- � EXIST R/W / POCKET D , - - - -- ` � � S ■ v `� �� � --�`�. yi'.��'fii�i_: � r �' `I" ..!'� '� '• • ,; • • l��� ������! _ �— ■ Iwi G � •�;�;� : �nrm:��'��Ir�s �''/�I �, � � '�� J 0 \ PHY_LIS S4WYER COASTAL M.4R�H DE3 147 PG 354 MB E� PG 33 TEMPOPARY RELOCATION OF OH POWER �INE WET�AND IMPACTS FILL IN TEMPo PERMANENT SURFACE WETLANDS HAND HAND WATE�R CLEARING C�EARING IMPACT SITE I 239 SF 466 SF 86 SF -- SITE 2 264 SF 376 SF 70 SF -- SITE 3 280 SF 300 SF 44 SF 61 SF SITE 4 698 SF 277 SF -- 60 SF SITE I �� s,, �jti 0 �P�� a � ^� +24 Llfvta— D PIUNG PROJECT REFERENCE NO. SHEET NO. SF-470036 / WW SHEEf NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMIN Y PL?bNS DO NOT UB6 FO CON6TitUCT10N ' � � // %-° � � � � � � \/v, / � ��� / / / �� � � �� � `�' �,�� � / � � �C��P / � i ������� � � / i CENTER BRIDGE STA. 13 + 24.00 -L- 90' LENGTH; 1@45', 1@45' 21" PCCS; 90° SKEW; END PAVEMENT � GRADE ELEV.=4.28' COAST�MARSn _L- POT STA. 15+70.00 � I<ELLY N� & / \ KATHERIN- DAVIS � . DB F8 PG 19 J� I // MB E6 PG 8 �o "�'o s �'��� CLASS I RIPRAP BRIDG� #�170G36 / 52' ENGTHg 19e2' CLEAR WI T , 3 SPAN (3C�17e5') DENOTES IMPACTS IN SURFACE WATER DENOTES FILL IN WETLAND DENOTES TEMPORARY HAND H T CLEARWG IN WETLAND TEMPORARY IMPACT DENOTES PERMANENT HAND CLEARING IN WETLAND PERMANENT IMPACT ,� ,C o / // � `� END APPROACH SLAB �� � �o / 'OC STA.1 �i2 - � � `� � / / / ,o��j � j �.. POCKET /� `/ oo //� rSITE � � � / d / c / / °o_ /���/ , o � � j � + 78 /' SITE q +59.05 EX. R�W 30' Rr C04S1 A� MARSH i J� S�rf/!M ir�4rr�'. � � � P ���� � LARRY -G�EP,T M� F8 �G 19 �40 �'C' 83��0 q ��, 00 x9 � +68.00 �, W EX. WW � 30' RT z; � �, � UTILITIES BY OTHERS �• � • �• i� � � � � � � CAMA JURISDICTIONAL METHOD II MODIFIED CL EARING ALL WETLAND AREAS DETERMINED PERMIT DRAWING BY CLAY WILLIS DIVISION SHEET OF ENVIRONMENTAL OFFICER AS POCKET A,B,CqD