20081327 All Versions_Complete File_20061129

a? .01
Subject: Minutes from Interagency Permit Drawings (4C) Review Meeting on
September 26, 2007 fo,(Upward Rd.) in Henderson County.
Team Members:
Brian Wrenn - NCDWQ (present)
Marella Buncick - USFWS (present)
Kathy Matthews - EPA (present)
Jeff Hemphill - NEU (present)
Marla Chambers - NCWRC (present)
Donnie Brew - FHWA (present)
Carla Dagnino - PDEA/NEU (present)
Dave Baker - COE (present)
Jamie Wilson - Division 14 (present)
Participants:
Galen Cail - NCDOT Hydraulics
Jason Lawing - Kimley-Horn and Associates
Emily Biedenharn - Kimley-Horn and Associates
Doug Taylor - NCDOT Roadway Design
Chris Smitherman - NCDOT Roadway Design
Mark Staley - NCDOT Roadside Environmental
Michelle Long - NCDOT Construction Unit
Quang Nguyen - NCDOT Structures
The meeting began with Galen Cail calling it to order and establishing its purpose. The meeting
was then turned over to Jason Lawing with a review of the permit drawings..
General Comment:
It was noted that the linear feet of impact noted in the Impact Summary Table should be checked
per impact in order to eliminate discrepancies. Galen Cail requested that the final Wetland
Permit Drawings include the detail plan sheet for reference purposes.
Permit Site 1:
No additional comments, excluding general permit drawing comment.
Permit Site 2:
Rip rap should be placed on the east embankment of Unnamed Tributary 2 to Bat Fork at the
confluence of the realigned (6' tail base ditch) portion of the Unnamed Tributary 1 to Bat Fork to
prevent erosion. Additional impacts will be included in summary sheet.
Galen Cail requested that the profile of the 72" RCP along Unnamed Tributary 1 be provided in
the final Permit submittal.
Permit Site 3:
Different options for treating the stormwater entering Bat Fork Creek at Station 66+19 -L- LT
via the special lateral base ditch were discussed. Kimley-Horn will size a potential detention
pond to be located on Parcel 36 for discussion with NCDOT Hydraulics. It was noted that this
pond would only be effective for storm events less than the 5 year event due to backwater from
Bat Fork Creek flowing through the breached section of the berm along Bat Fork Creek for the
R-4430 4C Meeting Minutes

special lateral base ditch. The ground elevation at the potential detention pond location is
approximately 2090 and the 5 year water surface elevation downstream of Bat Fork Creek is
2091.33. Jamie Wilson noted that changes should be avoided on Parcel 37 due to its
considerably high property value and future development plans. He also noted that driveway
access to Parcel 36 must be maintained, because there are no other options for access to this site
due to the existing property line location.
Another possible improvement to this site that is under consideration is moving the pipe network
(including structure numbers 100 to 103) back near station 68+25 -L- and tying it into the 30"
RCP crosspipe under -Y7-. This would allow more linear treatment length for this water in the
special lateral base ditch before it enters Bat Fork Creek. Upon further analysis structures 101
through 103 need to be kept in their current location to minimize spread across the Bat Fork
Creek bridge. However, there is still the possibility of tying the remainder of the system (104
through 114) in with the 30" RCP crosspipe. The portion of pipe after the tie in would need to
be resized due to the additional flow and checked for any potential pipe clearance issues. It
should also be noted that the outfall special lateral base ditch is lined with rip rap, which would
reduce the amount of any potential treatment that is achieved. Another improvement that was
discussed was widening the lateral base ditch and using a series of rock checks, to reduce
velocities.
Due to the frequency at which a basin would be flooded and the maintenance issues that would
be involved, it is the Hydraulics Unit's recommendation to provide the widened base ditch with
rock checks in combination with the revised storm drain system. The wider base ditch with rock
checks would improve/ reduce velocities and could improve sediment removal. Also, using soil
mat in conjunction with the rock checks could provide some infiltration. The revised/realigned
system would improve the outlet transition to the base ditch and provide additional length of
ditch "treatment " prior to entering Bat Fork Creek.
Permit Site 4:
No additional comments, excluding general permit drawing comment.
Permit Site S:
The rip rap located at the emergency overflow of the detention pond should be moved back to
the bank, and the detention pond plansheet and detail sheet should be included in the permit
drawings along with a callout label in the drawings.
Jamie Wilson also noted that the left-turn radius from -Y13- to the Upward Road detour should
be able to accommodate tractor trailers. Chris Smitherman referred to detail sheet 2-F and said
that radius would be checked. Permit impacts will also be checked for detour.
Permit Site 6:
The location of change between perennial and intermittent stream on Unnamed Tributary 1 to
Dunn Creek needs to be noted on the drawings.
R-4430 4C Meeting Minutes 2
4f A+t
Permit Site 7:
Impacts need to be quantified and shown in the Impact Summary Sheet.
R-4430 4C Meeting Minutes
3

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NCDOT
DIVISION OF HIGHWAYS
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PROJECT: 8.2952401 (R-4430)
SR 1783 (UPWARD RD) FROM US 176
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OWNER'S NAME ADDRESS
O Mullinox, Isabel 2204 Old Spartanburg Hwy
E. Flat Rock, NC 28726
O Children and Family Resource Center
of Henderson County, Inc. 845 Case Street
Hendersonville, NC 28792

36
Johnson, E. Leland and Betty
Taylor, Jo Ann and E. Kendall P.O. Box 613
Hendersonville, NC 28793
684 Duncan Road
Flat Rock, NC 28731
76 The Blue Lake Company, Inc. P.O. Box 1167
Hendersonville, NC 28793
77 Leisure Craft, Inc. CIO Dick Herman P.O. Box 1700
Hendersonville, NC 28793
78 King, Joseph Basil, Jr. RT. 2 Box 4
Flat Rock, NC 28731

PROPERTY 0 RWER
NAME AND ADDRESS
R-4430
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NCDOT
DIVISION OF HIGHWAYS
HENDERSON COUNTY
PROJECT.• 8.2952401 (R-4430)
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(HOWARD GAP RD)
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NCDOT
DIVISION OF HIGHWAYS
HENDERSON COUNTY
PROJECT. 8.2952401 (R-4430)
SR 1783 (UPWARD RD) FROM US 176
(SPARTANBURG HWY) TO SR 1006
(HOWARD GAP RD)
91252007
OWNER'S NAME ADDRESS
O6 Mullinax, Isabel 2204 Old Spartanburg Hwy
E. Flat Rock, NC 28726
O Children and Family Resource Center
of Henderson County, Inc. 845 Case Street
Hendersonville, NC 28792

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Betty
Box nvi
P.O. 613
He ndersonville, NC 28793
36 Taylor, Jo Ann and E. Kendall
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Flat Rock, NC 28731
37 Bryan Easier Ford, Inc. P.O. Box 728
Hendersonville, NC 28793
44 Kuykendoll, John 640 Upward Rd.
Flat Rock, NC 28731
76 The Blue Lake Company, Inc. H.O. Box 1167
Hendersonville, NC 28793
77 Leisure Craft, Inc. CIO Dick Herman Hen Box 1700
Hendersonville, NC 28793
78 King, Joseph Basil. Jr. F
RT. 2
lat Box 4
Flat Rock, NC 28731

PROPERTY O RWER
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PROJECT..- 8.2952401 (R-4430)
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