20060138 Ver 2_Erosion Control - Bent 3_20100401

FW: Hornaday Road Project - Bent 3 Erosion Control Plan Page 1 of 1
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FW: Hornaday Road Project - Bent 3 Erosion Control Plan
Euliss, Amy
Sent: Thursday, April 01, 2010 1:57 PM
To: Carrillo, Sonia; Dennison, Laurie
Attachments: Erosion Control - Bent 3.pdf (238 KB)
Please add the following email and the attachment to both of the following projects, ?DOT project: 20011318
NonDOT project: 20060138
Thanks,
Amy E.
From: Adam Holcomb [mailto:[e-mail]]
Sent: Wednesday, March 31, 2010 4:52 PM
To: Euliss, Amy
Cc: Cordell, Thomas; Clark, Dale; Ferguson, Darrell L; Bryan Long; [e-mail]
Subject: Hornaday Road Project - Bent 3 Erosion Control Plan
Amy,
As requested please see attached for your review and approval. Please let me know if you have any questions
or need any additional information.
Thanks
Adam
704-533-0070
150*21*40674
Adam Holcomb I Project Manager 1 9 704.664.5042 x 28 1 [e-mail] www.daneconstruction.com
CONFIDENTIALITY NOTICE: The information accompanying this email transmission may contain confidential or legally privileged
information that is intended only for the use of the individual or entity named in this message. If you are not the intended recipient,
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,A Please consider the environment before printing this e-mail
https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAACChSeOTRSCT5TN0706xJ... 4/5/2010
Dane Construction, Inc. PO Box 800
Mooresville, NC 28115
Telephone [phone] is o 0RA ?o
Fax [phone]
March 31, 2010
NCDENR
Attn: Ms. Amy Euliss
585 Waughtown St.
Winston-Salem., NC 27107
Reference: Contract: 2007-011 - Guilford County
(Dane Project No. 09-114) - Bridge on SR 1678 (Hornaday Road Extension) over
Greensboro Western hoop between SR 1554 (Chimney Rock Road) and SR 1546
(Guilford College Road)
Subject: Erosion Control Measures for Station 41+00 (Bent 3)
Dear Ms. Euliss:
To follow up with our earlier meeting, please accept this letter as our proposed erosion control measures to
allow for access and construction of Bent 3 at Station 41+00 on the above referenced project. Attached are
two plan sheets to illustrate our plan. Below I have listed our sequence of activities and erosion control
measures for your referenced as discussed:
I. Install silt fence between the work area and the mitigation creek. With the exception of the access
area around the culvert we will attempt to keep the silt fence 30' from the creek. On the lower
shelve near the creek the silt fence will be installed by hand to minimize damage to the existing
grade. Hardware cloth and sediment stone will be utilized as need to allow for drainage thru the
silt fence.
2. Sheeting will be installed as shown on the attached sheet. The sheeting will serve two purposes.
First it is needed to support the fill for 1-73; second it will to contain the material excavated for the
bridge footings.
3. There is a down slope drain and scour hole on the southern most footing/column. The pipe and
headwall will not be disturbed. The scour hole will be temporarily removed to allow for
construction. Once construction is complete the scour hole will be reinstalled to its current
dimensions. The drop inlets feeding the down slope drain will be sand bagged to prevent water
from entering the drainage system.
4. Any water that enters into the excavation will be pumped into a silt bag as needed.
5. Work will be completed in a continuous manner. Once Bent construction is complete the area will
be returned to its current contours and seed and mulched/matted.
Please feel free to contact me if you have any questions or need any additional information.
Sincerely,
DANE CONSTRUCTION, INC.
Adam Holcomb
Project Manager
Cc: Project File
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