HomeMy WebLinkAbout20061804 Ver 2_More Info Received_20071023J. Michael Stocks, PE
PO Box 1108
Nashville, NC 27856
252.459.8196 (O)
252.903.6891 (C)
DENR -WATER QUALITY
1NETlAND3 NtD STORlAW.ATER f3RANCH
Paul D. Smith, PE
3344 Hillsborough Street
Suite 250, Raleigh, NC 27607
919.821.2440 (O)
919.880.5886 (C)
To: Cyndi Karoly
401 Oversight/Express Review
Permits Unit
North Carolina DWQ
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604
Phone: Overnight No x
Yes
We are sending you the following:
^ EC Plans x Prints/Plans
^ Contracts ^ Permit Applications
These are transmitted as checked below:
^ For Approval ^ As Discussed
x For Review and Comment
Job No. 2-2007-001
Job Name: Village @ Flowers Plantation
Neuse River Parkway
Date: 10/23/07
Sent By: Don Curry
^ Construction Plat ^ Site Plan Drawings
^ Site Work Calculations ^
^ For Your File ^ As Requested
^ For Your Signature, then return to:
^ Computer Disk
^ For Your Use
Copies Date Description
1 Neuse River Parkway Letter
1 Neuse River Parkway -Proposed Vicinity Map -REV
1 Neuse River Parkway -Proposed Detailed Site Plan/Impact Map for Bridge Crossing
REV
1 Neuse River Parkway -Proposed Profile with Bridge Crossing -REV
Remarks:
Cyndi -Enclosed are revised documents related to the Crossing #1 at Flowers Parkway Johnston Count
Sincerely.
Don Curry
LETTER OF TRANSMITTAL
Q~c~~odr~~
OCT 2 3 2007
Copies To: Rebecca Flowers. Flowers Plantation; Kevin Martin, S&EC
Stocks Eng-ineering-, p.A.
Des%gw%wg t-~e future, Today.
October 23, 2007
Cyndi Karoly
40i Oversight/Express Review Permits Unit
North Carolina Division of Water Quality
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604
RE: Flowers Plantation Neuse River Parkway
Bridge Crossing #1
Bridge Detailed Site Plan with Impact Areas
Revised per Oct I1 Request
Dear Cyndi:
Olo -I$D~ ~/'~
This letter is in response to your letter dated October 11, 2007, in which you requested additional information
concerning your review of the proposed Bridge Crossing #1 at Flowers Plantation. Summarized below are your
comments and associated responses:
1. Please provide a separate detailed profile of your proposed bridge.
The profile has been revised to include additional information on riparian buffer zones, stream centerline
and stream bank. End bents and backfill is also identified.
2. Please revise your plan sheet to show where the bents are located. If there are no bents, be sure to clearly
indicate the type of approach you are using.
The proposed bridge is a 70' clear span without any intermediate bents. The end bents and wing walls are
identified on the revised plan sheet.
3. On your revised plan sheet, please clearly mark the stream.
The stream has been identified on the revised plan and profile sheets.
4. Please explain why the bridge cannot span Zone 1 of the protected riparian buffers. It appears that the
bridge could span Zone 1 to avoid and minimize the proposed impacts to Zone 1 of the protected buffers.
The majority of riparian buffer Zone I is occupied. by_the bridge approaches. Because the slope beyond the
end bents requires rip-rap stabilization spanning this additional distance would not lessen the impact to
Zone 1 There is not enough clear vertical distance to permit vegetative growth this close to the end bent.
5. Please show on your revised plan sheet how the banks under the bridge will be stabilized.
The revised profile sheet identifies rip-rap stabilization under the bridge and outside of the stream bank.
6. Clearly show on your revised plan sheet where the end bents are for the bridge in reference to the stream
bank.
The revised profile identifies the end bent locations relative to the stream bank on either side of the stream.
J. Michael Stocks, PE
802-B East Washington Street
PO Box 1108
Nashville, NC 27856
252.459.8196 (voice)
252.459.8197 (fax)
252903.6$91 (mobile)
mstocks@stocksengineering.com
Paul D. Smith, PE
3344 Hillsborough Street
Suite 250
Raleigh, NC 27607
919.821.2440 (voice)
919.821.2210 (fax)
919.880.5886 (mobile)
psmith~stodcsengineering.com
The proposed riparian buffer impacts remain unchanged in this re-submittal.
^ Zone 1: 3123 SF (0.072 AC)
^ Zone 2: 3345 SF (0.071 AC)
Please include this office in your response to this re-submitted information.
Feel. free to contact me with any questions or concerns as you review this information. We look forward to hearing
from you.
Sincerely,
Stocks Engineering, P.A.
Donald L. Curry, Jr., PE
Associate
Att: Crossing # 1 Overall Site Plan
Crossing #1 Detailed Site Plan
Crossing #1 Profile with Bridge Structure
Cc: Rebecca Flowers, Flowers Plantation
Kevin Martin, S&EC
2
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STOCKS ENGINEERING, P.A, HEUSf R/VER PARKWAY
JONNSTON COIINTI~, NC
3344 MLLSHOROUg1 ST. PHONE: (979} 621-241(1 1700 EASTERN AVENUE PHONE: (252) 459-8196
SUITE 250 FAX (919) 821-2210 NASHVIU£, N.C. 27856 FA%: (252) 459-8197 CROSSING #1- DETAILED SITE PLAN
RAfF3GH, N.C. 27607
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STOCKS ENGINEERING P.A.
~ NEUSER/VER PARKWAr
NC
JOHNSTON COUNTI~
SCALE: 1 "
= 30'
,
3344 HILLSBOROUGH ST.
SUITE 250
RALEIGH, N.C. 27607 PHONE: (919) 821-2440 1100 EASTERN AVENUE PHONE: (232) 459-8198
FAX: (919) 821-2210 NASHNLLE, N.C. 27858 FAX (252) 459-8197
CROSSING #1-BRIDGE PROFILE
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