HomeMy WebLinkAbout20120773 Ver 1_Approval Letter and Comments_20120910Strickland, Bev
From: Kulz, Eric
Sent: Monday, September 10, 2012 8:00 AM
To: Strickland, Bev
Subject: FW: Approval of NCEEP Mitigation Plan (Jacobs Landing 2012 - 01006) (UNCLASSIFIED)
Attachments: Jacobs Landing (2012- 01006) Approval Letter and Comments.pdf
For Laserfiche 412 -0773. I -will print for myself.
Eric W. Kulz
Environmental Senior Specialist
N.C. Division of Water Quality
Program Development Unit
1650 MSC
Raleigh, NC 27699 -1650
Phone: (919) 807 -6476 Please note this is a ne,,N- phone number effective May 10, 2012
Fax: (919) 807 -6488
E -mail correspondence to and from this address may be subject to the North Carolina Public Records La-w and may be disclosed
to third parties
- - - -- Original Message---- -
From: Crumbley, Tyler SAW [mailto: Tyler. Crumble< a'usace.army.mill
Sent: Friday, September 07, 2012 2:27 PM
To: Klimek, Suzanne
Cc: Garnett .Jeffre -,-:crepamail.epa.Qoi; Karol -, Cyndi; Kulz, Eric; Jones, Scott SAW; Marella Buncick
( Marella Buncick a'fws.Qoi) McLendon, Scott C SAW; Mcmillan, Ian; Wilson, Travis W. Cox, David R.; Krebs, Rob; Jurek,
Jeff; Pearce, Guy; Ellis, Eric; Jones, Amanda D SAW; Kichefski, Steven L SAW; Sollod, Steve; Daniel, Deborah A.;
Mcdonald, Mike; Tug-well, Todd SAW; Crumble-, Tyler SAW
Subject: Approval of NCEEP Mitigation Plan (Jacobs Landing 2012 - 01006) (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Suzanne,
Attached is the approval letter for the Jacobs Ladder mitigation project, along -with all the comments that ,, ere generated during
the IRT's revie-w of the project on the Mitigation Plan Revie-w Portal. This letter approves the mitigation plan, but also
identifies several minor concerns with the mitigation plan that must be addressed in the Final Mitigation Plan. When the permit
application is submitted for Nationwide Permit 427 authorization, a copy of this letter should be included along -with a copy of
the Final Mitigation Plan. Also, please ensure that the Final Mitigation Plan is posted to NCEEP's documents portal so that all
members of the IRT have access to the final plan.
Please let me kno-w if you have any questions about the process or the attached letter.
Regards,
Tvler Crumblev
Regulatory Division
Wilmington District
U.S. Army Corps of Engineers
11405 Falls of Neuse Road
Wake Forest, NC 27587
(919) 846 -2564
Classification: UNCLASSIFIED
Caveats: NONE
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403 -1343
REPLY TO
ATTENTION OF 7 September, 2012
Regulatory Division
Re: NCMT Review and USACE Approval of the Jacobs Landing Mitigation Plan (SAW 2012 - 01006)
Ms. Suzanne Klimek
North Carolina Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699 -1652
Dear Ms. Klimek:
The purpose of this letter is to provide the North Carolina Ecosystem Enhancement Program
(NCEEP) with all comments generated by the North Carolina Interagency Review Team (NCMT)
during the 30 -day comment period for the Jacobs Landing Mitigation Plan, which closed on 23 August,
2012. These comments are attached for your review.
Based on our review of these comments, we have determined that no major concerns have been
identified with the Draft Mitigation Plan. However, the minor issues with the Draft discussed in the
attached comments must be addressed in the Final Mitigation Plan.
The Final Mitigation Plan is to be submitted with the Preconstruction Notification (PCN) Application
for Nationwide permit approval of the project along with a copy of this letter and a summation of the
comments addressed. If it is determined that the project does not require a Department of the Army
permit, you must still provide a copy of the Final Mitigation Plan, along with a copy of this letter, to the
appropriate USACE field office at least 30 days in advance of beginning constriction of the project.
Please note that this approval does not preclude the inclusion of permit conditions in the permit
authorization for the project, particularly if issues mentioned above are not satisfactorily addressed.
Additionally, this letter provides initial approval for the Mitigation Plan, but this does not guarantee that
the project will generate the requested amount of mitigation credit. As you are aware, unforeseen issues
may arise during constriction or monitoring of the project that may require maintenance or
reconstruction that may lead to reduced credit.
Thank you for your prompt attention to this matter, and if you have any questions regarding this
letter, the mitigation plan review process, or the requirements of the Mitigation Rule, please call us at
919- 846 -2564.
Sincerely,
Digitally signed by
CRU M BLEY.TYLER.AUTRY.1 00750
9975
Date: 2012.09.07 14:13:31 - 04'00'
Tyler Crumbley
Regulatory Specialist
Enclosures
Electronic Copies Furnished:
NCIRT Distribution List
CESAW- RG/McLendon
CESAW- RG- A /Kichefski
Michael McDonald, NCEEP
Deborah Daniel, NCEEP
REPLY TO
.ATTENTION OF
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403 -1343
CESAW- RG /Crumbley August 24, 2012
SUBJECT: NCIRT Comments During 30 -day Mitigation Plan Review
Purpose: The comments listed below were posted to the NCEEP Mitigation Plan Review Portal
during the 30 -day comment period in accordance with Section 332.8(8) of the 2008 Mitigation
Rule.
NCEEP Project Name: Jacobs Landing Stream Mitigation Site (EEP -IMS# 95024)
USACE AID #: SAW 2012 -01006
30 -Day Comment Deadline: August 23, 2012
1. 8/22/2012- N.C. Division of Water Quality; Eric Kulz: This project consists of a significant
amount of Priority 2 Restoration. Our mitigation study revealed a lot of problems with
P2 sites in the Piedmont, specifically related to vegetation survival and growth. The
Provider needs to provide more details on topsoil management and addressing
potential compaction and fertility /organic matter issues. 2) The plan shows a number of
drainage ditches entering the easement from pasture areas. The plan proposes to
stabilize with riprap and discharge directly to the stream. These discharges may include
cattle waste and have the potential to compromise water quality and reduce the
potential for the project to provide uplift. Routing of this runoff to floodplain wetland
pools for retention /infiltration should be considered, as NCEEP has been using these on
projects for a number of years.
2. 8/22/2012- U.S. Environmental Protection Agency; Jeffrey Garnett: I agree with both
points made by Eric Kulz. With the amount of excavation involved with Priority 2
restoration, the Provider should present a soil management plan. This should primarily
include the stockpiling of topsoil and redistribution of it on top of other fill. The mixing
of soil layers could prove detrimental to vegetative success. Additionally, the plan calls
for at least four reconstructed culverted crossings. I request that the Provider submit
detailed plans of culvert installations that adequately ensure that passage for aquatic
life is achievable. Finally, one of the goals of the project is to "reduce the sediment
supply entering Irish Buffalo Creek." Monitoring channel forms over the first five years
of the bank only serves as a surrogate that sediment loads are decreasing. The
assumption is being made that improving the channel will reduce sediment loads, but
no quantifiable way to test this is being presented. The Provider should develop a
quantifiable plan to directly measure success of the project goal. For example, simple
turbidity measurements could be taken on a regular basis (during base flows and bank
full events) both upstream and downstream of the site. These measurements should be
taken before restoration, during restoration, and for a minimum of five years post-
restoration in order to document achievement of the goal.
3. 8/23/2012 -U.S. Army Corps of Engineers; Tyler Crumbley and Todd Tugwell:
a. Please ensure that the performance standards for channel dimension [(as described
in Sections 9 and 10 of the document (pgs. 34 -37)], are in accordance with the 2003
Stream Mitigation Guidelines (1 cross - section per 20 bankfull width lengths) and that
the performance standard for Bed Materials is instituted to show a change to a pre-
determined desired composition, rather than purely an evaluation of sediment
transport.
b. Where possible, easement crossings should be made at a perpendicular angle.
Exception 1 on easement B could be modified to reduce loss of the buffer.
Additionally, it appears that the dirt path crosses through the conservation
easement (Sheet 1 of 1, Final Plat).