HomeMy WebLinkAbout20011551 Ver 5_Modifications_20130201P. 0. Box 151 Mount Airy, North Carolina 27030
Mr. Monte Matthews
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
W- 15 .S 1 vs
2 +1.800.227.6242 2 +1.336.786.5141
A +1.336.786.6984 www.ncgranite.com
January 29, 2013
kq PA IF M
Wake Forest, NC 27587
Subject: Permit modification for North Carolina Granite Corporation. Surry County, North
Carolina
References: Permit No: SAW - 2011 -01765
Dear Mr. Matthews,
The North Carolina Granite Corporation (NCGC) is proposing to modify their existing permit (Permit
No: SAW- 2011- 01765) for their property in Surry County, NC. This letter and associated figure
constitute the permit modification request.
Background Information.•
NCGC received a 404 Permit (SAW- 2011- 01765) on September 5, 2012, authorizing the placement
of 1,680 cubic yards of granite in the Ararat River to act as river flow deflectors to their holding pond.
In addition, after- the -fact authorization was given for an additional 600 cubic yards of permanent fill
for river bank reconstruction. The permit authorized an open water connection between the Ararat
River and the NCGC holding pond. In addition, on July 30, 2012, NCGC received a 401 Permit
(Certification No. 3936) to impact 265 linear feet of the Ararat River through the installation of the
above structures.
Permit Modification Request:
M
mAnu NCGC is requesting a modification to the permit to allow the permanent filling and replacement of
0.014 acre of the holding pond with a closed inlet structure (Figure 1). The proposed structure will not
result in flooding of any jurisdictional features; it will be used only to maintain the water level in the
i holding pond. The structure will consist of a 36 inch corrugated metal pipe (CUT) connecting the
holding pond to the river, with a canal gate at the river end. The proposed structure will allow NCGC
to control and maintain the water level of the holding pond, thus maximizing the recently
implemented water recycling efforts. Due to the success of the recycling measures, water withdrawal
from the Ararat River has been eliminated except potentially in times of extreme lo" aL_�
gate will also essentially eliminate fish passage between the holding pond and the
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The proposed modification to the inlet structure will be installed during construction of the in- stream
deflectors. The "neck" in the holding pond, located approximately 30' from the end of the pond inlet,
will be dammed. The water between the "neck" dam and the pond inlet will be pumped back into the
holding pond, essentially dewatering the area from the "neck" to the inlet, during which time the CMP
will be installed. The "neck dam" will then be removed.
To date, a construction company has been chosen and work will begin once all permits and
modifications are in hand; there is an anticipated start date of February 8, 2013. NCGC is requesting
that these activities be authorized through issuance of a permit modification.
By copy of this letter, we are also requesting the associated 401 Water Quality Certification be.
modified as detailed in this application. A check in the amount of $240.00 is enclosed to cover the
associated fees for the modification.
We are appreciative of your time and assistance with this matter. If we can provide additional
information to facilitate this modification, please contact Michael Wood with The Catena Group at
919- 732 -1300 (office) or 919 -417 -8027 (mobile).
Sincerely,
(1-� AVICA
Carlos Goad
Vice President, Human Resources
Enclosure: Figure 1
M CC:
Michael Wood
HARM
The Catena Group, Inc.
•
410B Millstone Drive
Hillsborough, NC 27278
i
Karen Higgins
NC DWQ, 401/Wetlands Unit
1650 Mail Service Center
Raleigh, NC, 27699 -1650
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David McHenry
Mountain Region Coordinator
Balsam Depot
20830 Great Smoky Mtn. Expy
Waynesville, NC 28786
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STAGING / STOCK PILE AREA i
Proposed Inlet Structure:
/ 36 inch CMP with Canal Gate - —
K f --
� EXISTING � LIMITS JF DISTURBANC^
30• CMP WITH CANAL GATE INTAKE RESERVOIR
' ON THE RIVER SIDE
CKED WALL — INVERT ELEV. = 1013.6'
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DAM
RFMG VF. [lOULDERS
IN THE r
MAYBE n01; NOT
ED
M. AND LL'1T BANK
INVERT $LE ATION
—' INVERT ELEVATION
INV�Rj EI ATK)N = 1013.0'
INVERT ELEVATION =.A8121.6
lUrA'REA WITH BAR MATERIAL
1= MORE D TAiI `N PIP INSTALLATION
SEE S E� 6
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The
NCGC Permit Date: January 2013 Figure
Modification Scale
Catena 0 20 40 Feet
Grou Proposed Inlet Structure I
PJob No.:
Surry County, North Carolina 1133