20150029 Ver 1_Iredell Rest Area K-4908_20150811

Hood, Donna
From:Beam, Patricia
Sent:Tuesday, August 11, 2015 8:47 AM
To:Hood, Donna
Subject:FW: Iredell Rest Area, K-4908
Attachments:SKMBT_C28015081010050.pdf
FYI… The change in stream management by the contractor for this project falls within the temporary impact areas
already permitted.

Trish

From: Joe Coleman \[mailto:[e-mail]\]
Sent: Monday, August 10, 2015 11:24 AM
To: Beam, Patricia
Cc: Daniel Lynch; Taylor, Mark
Subject: RE: Iredell Rest Area

Trish,

Please see attached revision of the water handling plan. STA 41+56 L1 is Site 1 and 15+59 L3 is Sites 2 and 3. We don’t
see the need to extend the limits of temporary stream impacts at either site.

Thanks,

Joseph E. Coleman |
Vice President

[e-mail] | 828.695.7700

Construction Operations:

205 E Central Ave. | Catawba, NC 28609-9520
Office: [phone] |
Fax: [phone]
www.mtcreekinc.com

From: Beam, Patricia
Sent: Thursday, August 06, 2015 8:41 AM
To: Taylor, Mark
Subject: RE: Iredell Rest Area

Mark,

At permit site 1, we are permitted for 47 feet of temporary impacts and at site 2, we are allowed 53 feet of temporary
impacts. The stations in the impact summary sheet in the permit reference 60+95 to 62+16-LNB-(Lt) for site 1 and
66+10 to 66+29-LSB- (Lt) for site 2, so I am not sure which sites are being referenced in the email below….
1

Please provide a plan sheet or sketch, so I can figure out what sites are being referenced… additionally, do their
proposed changed in stream management stay with those permitted temporary limits?

Thanks
Trish

From: Taylor, Mark
Sent: Tuesday, August 04, 2015 11:13 AM
To: Beam, Patricia
Cc: Ghitea, Theo
Subject: FW: Iredell Rest Area

Trish,

Please review and advise if this falls within the permits. Thanks for your help

J. Mark Taylor, P.E.
Resident Engineer
Division 12, Statesville

[phone]

From: Daniel Lynch \[mailto:[e-mail]\]
Sent: Tuesday, August 04, 2015 7:42 AM
To: Taylor, Mark; Ghitea, Theo; Levan, Doy B
Cc: 'Mark Lynch'; 'Joe Coleman'; 'Don Phillips'
Subject: FW: Iredell Rest Area

Mark,

Can you let me know if the below revision to the Culvert sequence is acceptable? Mountain Creek will be mobilizing next
week to begin.

Thanks,

Daniel Lynch, PE
Jimmy R. Lynch & Sons, Inc.
307 S. Academy Street
Pilot Mountain, NC 27041
Office: 336-368-4047
Fax: [phone]
Mobile: [phone]

From: Joe Coleman \[mailto:[e-mail]\]
Sent: Monday, August 03, 2015 5:38 PM
To: [e-mail]; [e-mail]
2

Cc: Daniel Lynch <[e-mail]>
Subject: Iredell Rest Area

Gentlemen,

We will be building the culverts for JR Lynch and just wanted to clarify some items on the water handling plans and
make sure the DOT didn’t have any issues with them.

On 41+56.1 L1 we would like to locate the diversion pipe outside of the culvert footprint so we can construct both
barrels at one time. We will leave a short section of wall out for the diversion to penetrate, and pour it and the
accompanying roof after we switch water through the opposite barrel of the culvert extension.
On 15+59 L3, we would like to plan on pumping around to construct the floor and then install the diversion pipe on the
new floor and build the walls and the roof.

Let me know if you see any issues.

Thanks,

Joseph E. Coleman |
Vice President

[e-mail] | 828.695.7700

Construction Operations:

205 E Central Ave. | Catawba, NC 28609-9520
Office: [phone] |
Fax: [phone]
www.mtcreekinc.com

Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
3

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