HomeMy WebLinkAbout20110364 Ver 3_Modifications_20131029"�wsr
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October 25, 2013
North Carolina Division of Water Resources
Surface Water Protection Section, 401 and Buffer Permitting Unit
1650 Mail Service Center, Raleigh, NC 27699 -1650
Attn: Ms. Cherri Smith
Subject: Permit Modification Notification
Honeycutt Creek Greenway Trail
DWQ # 11- 0364v2
WSP Project 1074029.000
Dear Ms. Smith:
15401 Weston Parkway
suite 100
Cary, NC 27511
Maim 919 678 0015
www.wspgroup conVusa
On behalf of Raleigh Parks & Recreation Department, WSP USA Corp. (WSP) is providing information regarding a
modification to the approval of 401 Water Quality Certification dated May 22, 2013. The modification is a temporary
stream crossing at Site S -5 and is necessary to provide temporary construction access for the Contractor. Site S -5
is the location of a permanent bridge crossing that was included as part of the previously approved plan set. The
bridge will span the Honeycutt Creek, will not result in permanent impacts, and will be constructed following
removal of the temporary culvert crossing. The accompanying plan sheet C5.1 shows the location of the temporary
impact. The temporary impact is quantified and inserted on the table shown on page 2 of 15 of your May 22, 2013
approval letter. We have highlighted the cells modified for easy identification.
With regard to the temporary stream crossings, the contract specifications read:
The Contractor shall determine the diameter of pipe(s) that will pass the peak or bankfull flow,
whichever is less, from a 2 -year peak storm, without overtopping. Place the geotextile on natural
ground, on streambanks and in streambed beneath the temporary pipe(s) and stone according to
the detail in the Contract Documents. Install Class B stone around the pipe(s), in the stream
channel and on the crossing road sideslopes.
After the Temporary Stream Crossings are removed, the area shall be returned to the original
condition, and the banks shall be stabilized as required by the Engineer.
Please feel free to contact me with any questions you may have.
Sincerely, @@@�L
Brian D. Dehler, PE
OCT292013
Project Manager, WSP USA Corp. 0 NR - WA 11
enclosures rBra
cc: David Shaeffer; U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade
Drive, St. 105; Wake Forest, NC 27597
Lisa Potts; Parks, Recreation, and Cultural Resources Department, Design Development Division,
222 W. Hargett St., Raleigh, NC 27601
October 25, 2013
Permit Modification Notification
Honeycutt Creek Greenway Trail
DWQ # 11- 0364v2
Type of Impact
Amount Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Wetland
0.0130 (acre)
0 (acre)
Site 2
Wetland
0.0082 (acre)
0 (acre)
Site 4
Wetland
0.0025 (acre)
0 (acre)
Site 5
Wetland
0.0038 (acre)
0 (acre)
Site 7
Wetland
0.0189 (acre)
0 (acre)
Site 9
Wetland
0.0015 (acre)
0 (acre)
Site 12
Wetland
0.0019 (acre)
0 (acre)
Site 13
Wetland
0.0040 (acre)
0 (acre)
Site 14
Stream
0 (feet)
25 (feet)
Site 5
Stream
43 (feet)
0 (feet)
Site 8
Stream
6 (feet)
0 (feet)
Site 26
Stream
42 (feet)
0 (feet)
Site 28
Stream
45 (feet)
0 (feet)
Site 29
Buffers- Zone 1
277 (square feet)
15 (square feet)
Site 1
Buffers- Zone 2
0 (square feet)
0 (square feet)
Site 1
Buffers -Zone 1
0 (square feet)
0 (square feet)
Site 2
Buffers- Zone 2
1,966 (square feet)
18 (square feet)
Site 2
Buffers- Zone 1
532 (square feet)
59 (square feet)
Site 3
Buffers- Zone 2
0 (square feet)
0 (square feet)
Site 3
Buffers -Zone 1
0 (square feet)
0 (square feet)
TEMPORARY cM Lo
CONSTRUCTION
EASEMENT O
O
V
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ENTRANCE STD. 40.21 ~ ■
ACCESS #2 H M
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ULVERT 1 _.._ .,.+ o N Z
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LEGEND:
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_4 OCK INLET
TEMPORARY SED.- TRAP 2
CONSTRUCTION B
ULVERT 3
EASEMENT NCDOT STD. 840.;31
' " 22 LF — (3) 18" RCP
(SPAN 6-6 , VI90lTH 6' -6 ")
EENWAY EX. IN. 326.59 CLASS IV ®15.49
ASEMENT S-4 OUT 321.00 (BOTH) INV. UT 322 62 B -6
0 25 50 100
(IN FEET)
1 INCH = 50 FEET
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REVISION
1
HATCH S-5 IMPACT
PROJECT #: 074029 DATE: 4/25/1.
DRAWN BY: SB CHECKED BY: BE
TITLE
TRADITIONAL 1
50 +00 TO 64 +50
BUFFER IMPACTS
SHEET
C5,1
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REVISION
1
HATCH S-5 IMPACT
PROJECT #: 074029 DATE: 4/25/1.
DRAWN BY: SB CHECKED BY: BE
TITLE
TRADITIONAL 1
50 +00 TO 64 +50
BUFFER IMPACTS
SHEET
C5,1