20140379 Ver 1_More Info Received_20140514

Homewood, Sue
From:
George Junkin <george @americanlandconcepts.com>
Sent:
Wednesday, May 14, 2014 2:09 PM
To:
Bailey, David E SAW
Cc:
Ashley Sylvester; Homewood, Sue; Romine, Walter L
Subject:
Re: Cardinal Pipeline, Red Slide Park bank stabilization, Alamance Co., NC;
SAW - 2014 -00824 (UNCLASSIFIED)
Attachments:
Cardinal Pipeline at Haw River-Proposed Area B_May 2014.pdf; Cardinal Pipeline at
Haw River-Proposed Area A_May 2014.pdf, Cardinal Pipeline at Haw River
-Existing-May 2014.pdf, Cardinal Pipeline at Haw River-Cross-Section-May 2014.pdf
Dave,
Please see attached revised plans. The plans have been revised to include filter cloth under and behind the
armor stone. An anchored turbidity curtain will be used to control any sediment that may be generated from the
minor excavation needed to construct the proposed bank stabilization and to direct flow away from the
construction area. The construction will occur during low flow conditions and at a period of time when there are
no major rain event in the forecast.
If you have any questions or require additional information, please do not hesitate to call.
Thank you,
George M. Junkin
President
American Land Concepts
238B Main St.
Reisterstown, MD 21136
Tel: [phone]
On Tue, May 6, 2014 at 8:33 AM, Bailey, David E SAW <David. E. B ailey2 @usac e. army. mil> wrote:
Classification: UNCLASSIFIED
Caveats: NONE
Mr. Junkin,
Thanks for your PCN and attached plans dated 4/8/2013, received 4/15/2014, for the above referenced project. I
have reviewed the information and need clarification before proceeding with verifying the use of Nationwide
Permit 13 http: / /www. saw. usace .army.mil /Portals /59 /docs /re ug latory/ regdocs/NWP2012/NWP13_3- 23.pdf:

1) Regional Condition 3.5.1 of NWP 13 requires that filter cloth be placed underneath riprap as an additional
requirement of its use in North Carolina waters. Please confirm that filter cloth will be placed under Armor
Stone, or explain how the proposed project otherwise meets the NWP terms and conditions.
2) Regional Condition 3.9.1 of NWP 13 requires that the PCN /plans show sediment and erosion control
measures. Specifically, what S and EC measures will be employed during project installation? Given that
excavation will occur in order to place base stone below existing grade at the toe of slope for Area A, and other
minor grading may occur in Area B, turbidity in the adjacent Waters is a concern.
Please submit the above information (via e -mail is fine) within 30 days of receipt of this Notification, otherwise
the proposed project may not fit the terms and conditions of the Nationwide Permit. If you have any questions
please let me know.
Sincerely,
Dave Bailey
David E. Bailey
Project Manager
US Army Corps of Engineers
CE- SAW -RG -R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
Email: [e-mail]
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure
we continue to do so, please complete the Customer Satisfaction Survey located at
http: / /re ug latory.usacesurvey.com/.
Classification: UNCLASSIFIED
Caveats: NONE

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