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HomeMy WebLinkAbout20151151 Ver 1_More Info Received_20151211Carpenter,Kristi From: Jennifer Sunley <JSunley@hanson-inc.com> Sent: Friday, December 11, 2015 2:39 PM To: Ward, Garcy Subject: Norfolk Southern Bridge EC-23.8 Requested Additional Information Attachments: EC-23.8 15 Ol.pdf; PCN Form.pdf Garcy, Thanks for speaking with me earlier this week about our permit application for Bridge EC-23.8 in Kinston, NC. As per our discussion, attached is the revised (pages 7&8) PCN form. I have also attached the plans for the culvert installation showing that the new pipe will be installed below the streambed. The new culvert will be about 50 feet long so it will extend slightly beyond the current bridge wingwalls. The extension area is within already cleared sections of the Norfolk Southern right-of-way covered in rock and gravel. Tree clearing and/or extensive vegetation removal is not anticipated for the project since it will occur within already disturbed areas within the Norfolk Southern right-of-way. Please let me know if you have any questions or need any additional information. Thanks, Jennifer Jennifer A. Sunley, Biologist Hanson Professional Services Inc. 13801 Riverport Drive, Suite 300 St. Louis, Missouri 63043 Phone: (314) 942-5287 Cell: (217) 553-5853 www. ha nson-i nc.com Hanson - Hands On.T"^ It's how we work. � � _� � Disclaimer This entire e-mail may contain confidential information belonging to the sender which is legally privileged. This information is intended only for the use of the individual(s) or entity named above. If you are not the intended recipient you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this information is strictly prohibited. If you have received this e-mail in error please notify the sender immediately by e-mail and then delete this e-mail from your system. Mail delivered by Hanson Professional Services Inc. mail system. 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SAND FOR FOt1NDATlON �EVE�ING SHA�� CONSIST OF SE�ECT EXCAVATED AND FREE FROM CLAY. ORGAM C MATERIALS. AND ROCK FRAGMENTS EXCEEDING 3�q� STEE� PIPE StiA�� BE ��B` THICK 8 Wll� MEET A�l RE�t1IREMENTS OF ASTM A139 FOR GRADE B STEE� WITH A MINIMUM YIELD STRENGTH OF 35.000 PSI. STRUCTURA� GRANU�AR MATER]A� SHA(.(. BE USED FQR THE ENTIRE BACKFI�I. AND SHALL CONSIST OF PlT RUN GRAVE� OR CRUSHED STONE WITH 700% PASSING THE 4��4" SIEVE AND 07, PASSING THE tt200 SIEVE RIPRAP SHA�� BE SOUND PIECES OF pNGULAR. NATIVE STONE MEASURING APPROXIMATE�Y i��p" TO 3 CUBIC PEET ]N VOLUME OR 250 TO 500 POUNDS IN WEIGNT: SNA�E OR ROCK SUSCEPTIB�E TO DECOMPOSITION ]N WATER SHALL NOT BE USED. NEW 66" DIA AFE N0: F-02095 STORE N0: B045