20010404_Complete File_20100726

STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION
?L
L+
MICHAEL F. EASLEY
GOVERNOR
January 11, 2007
NC Division of Water Quality
Attention: Mr. Brian Wrenn
1621 Mail Service Center
Raleigh, NC 27699
LYNDO TIPP=
SECRETARY
U l auto 11
Subject: Additional Information Request for Section 401 Modification for US 1 Vass
Bypass, Moore/Lee County; TIP No. R-0210WM; Federal Aid No. NHS-1 (108); State
Project No. 6.569005T; Division 8; WBS 34330.4.3.
Dear Mr. Wrenn:
The North Carolina Department of Transportation (NCDOT) received a request for additional
information to supplement the 401 Modification for R-0210 (Vass Bypass) that was submitted on
December 18, 2006. The items requested are listed below. Information addressing each item can
be found on the attached documents.
Requested Items:
Item #1
Direct discharges of stormwater at Stations 29+10 L (Site AA) and 31+10 L (Site BB)
NCDWQ Comment: The proposed corrective action places a rip-rap berm in the buffer of a
stream relocation for which NCDOT was given mitigation credit. NCDWQ has concerns with
placing hardening structures in the buffer of an on-site mitigation project. NCDWQ would like
to discuss other options for correcting the direct discharge of stormwater.
NCDOT Response: See Attachment titled: DWQ Inquiry from Brian Wrenn 03 January 2007
Item #2
Attachment B plan drawings
NCDWQ Comment: NCDOT describes the structures to be installed in the narrative and provides
typicals for the planned structures, but does not show the structures on the plan drawings. Please
provide to scale drawings of the structures on the plans showing the fill and excavation limits in
relation to the existing facility, stormwater management structures, and jurisdictional waters.
NCDOT Response: See Attachment titled: DWQ Inquiry from Brian Wrenn 03 January 2007
MAILING ADDRESS: TELEPHONE: [phone] or LOCATION:
NC DEPARTMENT OF TRANSPORTATION 919-715-1335 PARKER LINCOLN BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 2728 CAPITAL BLVD. SUITE 240
NATURAL ENVIRONMENT UNIT FAX: [phone] RALEIGH NC 27604
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598 WEBSITE. WWW.NCDOT.ORG
Item #3
Attachment C Storage Volume Calculations
NCDWQ Comment: NCDOT has provided the available storage volumes for the proposed
structures. However, it unclear if the available volumes are equivalent to the required 2,600
gallon storage volume plus the 2-year storm flow (per the March 15, 2005 guidance). Please
provide the necessary calculation to show that the proposed storage volumes are adequate.
NCDOT Response: See Attachments titled: Storage Needs
If you have any questions regarding this letter or the attachments, please contact Ms. Deanna
Riffey at [phone].
Sincerely,
b
Gregory J. T orpe, Ph.D.
Environmental Management Director, PDEA
cc
Mr. John Hennessy, NCDWQ
Ms. Paul Rawls, NCDWQ
File R-0210
2
DWQ Inquiry from Brian Wrenn 03 January 2007
Item 1
On Section R-210C left of stations 29+10 (site AA) and 31+10 site
BB), elimination of the direct discharge from the highway proposes
construction of swale and berm parallel to the toe of roadway slope and the
natural stream relocation mitigation is proposed. The construction and
installation will not encroach into the mitigation site. During construction
the contractor installed silt fence barrier with washed stone along the edge of
the mitigation site and 10'-12' from toe of fill slope. When project was
stabilized, the contractor removed the silt fence barrier and spread the
washed stone, in the open area between toe of slope and mitigation site
limits. The installation of swale and berm is to be made in this gravel field
zone and not in the mitigation floodplain. The scale of plan sheet 22 is so
small that reference is made to sheet 3 Typical Section.
Item 2
Attached are revised copies of plan sheets 9 & 13 that show excavated
basins 1 & 5, respectively. At all other locations the construction limits are
so small the scale on the sheets renders them not distinguishable. Therefore,
Detail Sheets 26-3 8 are provided. It should be noted that on sheet 13, site
CC, is a Preformed Scour Hole and the Standard Symbol is shown to assist
the reviewer in locating the site and does, not represent the "to scale"
construction limits on the plan sheet scale of 1" = 26.67 meters.
Item 3
Attached, please find storage volume calculations for 2,600-gallon
spill plus 2 year storm event.
LtCU
RECEIVED
JAN 9 200;
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P8EMC-: J4ViRONMEh'
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
HIGHWAY BUILDING
P. O. BOX 25201
RALEIGH. NORTH CAROLINA 27611
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05-Y2-R007 16:14 FROM-AP
T-715 P.001/003 F-165
NCDENR
FAX TRANSMISSION
DENR
FAYETTEVILLE REGIONAL OFFICE
FAYETTEVILLE, NORTH CAROLINA 28301-5043
VOICE: 910-433-3300
Fax: [phone]
To: Spt A-&/
Fax #; //f-. 7 3 3 r493
Date: .:5-- 2- 2- --,9 7
Pages (including cover):
From:
Subject: -?
rte. -/i,-p %?z)7
COMMENTS:

MAY-22-2007 TUE 17:12 TEL:[phone] NAME:DWQ-WETLANDS P. 4
S 'd S0Nb113M-0MO:3WUN €6e9ML6T6:131 zT:ZT 3f11 Z00Z-ZZ-J,dW
O WAr Michael F- Easley. Governor
William G. Ross Jr., Secretary
Q North Carolina Department of Environment and Natural Resources
Q
A y Alan W. Klimek, P.E. Director
Division of Water Quality
n 'C
February 12, 2007
Dr. Gregory J. Thorpe, PhD., Manager _
Froj cot Development and );rlvironmental Analysis Branch `
N.C. Department of Transportation
1548 Mail Service Center td 1 q 2@7
Raleigh, NC 27699-1548
Subject: Revised Approval of Design Request in Accordance with Settlement Agreement and
Withdrawal of Petition 05 EHR 0479 Filed October 23, 2006 for the Vass Bypass in
Moore and Lee Counties, R-0210, Division 8.
Dear Dr. Thorpe;
This approval supercedes the approval dated February 2, 2007 issued to the NC Department of
Transportation for the referenced project. You have our approval to construct the proposed activities
detailed in your request for the referenced project dated received December 18, 2006 and the subsequent
additional information dated received January 12, 2007. Modified hazardous spill catchment basins
(mIISCB) shall be constructed at the locations shown in Table 1.
Table 1- modified hazardous ill catchment basin locations and desi vo
Project Section ppect Station No.
R-210A 60+50 Lt
77+00 Lt
77+20 Lt
75+00 Rt
79+00 Lt
81+80 Rt
86+30 Rt
R-210B 140+80 Rt
R-210C 20+80 Lt
31+60 Rt
31+80 Lt
volume
360
1,095
39
150
1,019
150
39
50
260
193
226
277
Sandbags shall be stockpiled at the locations listed below in Table 2. `l'i're number of sandbags at each
location should be adequate to block the flow of hazardous materials in the ditch or swale by utilizing the
full storage capacity of the ditch or Swale.
a
?"` tCar raot
%
Transportation PermTbig Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone! 919-733-17861 FAX [phone] tntemet htip'l/h2o.enr.5late.nc.uslncwet18nd5
991-d ti00/ZOO'd 911-1 0-(M you 10OZ-2Z-90
9 ' d SONk1-119M-0Ma :3WdN 2689€2L6ti6 :X31 2T :IT 3f11 L002-22-J.dW
Dr. Thorpe
February 12, 2007
Page 3 of 3
#6 of the Settlement Agreement and Withdrawal of Petition for the referenced project, NC DOT shall
notify DWQ in writing within 48 hours of the award of the contract for the work described above and of
the completion of the work.
If you have any questions regarding this letter, please contact John Hennessy at 919-733-5694 or Brian
Wrenn at 919-733-5715.

tek
Co. Ken Averitte, Fayetteville Regional Office, DWQ
Richard Spencer, Wilmington Regulatory Field Office, US ACE
Chris Mihtscher, US EPA
Travis Wilson, NC WRC
Gary Jordan, US FWS
Paul Rawls, Surface Water Protection Section Chief, DWQ
File Copy
991-1 £00/£00'd 912-1
0-10di
9091 200Z-ZZ-90
William G. Ross Jr., Secretary
North Carolina. Department of Environment and Natural Resources
I ,
Alan W. Klimek, P.E. Director
Division of Water Quality
February 2, 2007
Dr. Gregory J. Thorpe, PhD., Manager
Project Development and Environmental Analysis Branch
N.C. Department of Transportation
1548 Mail Service Center
Raleigh, NC 27699-1548
Subject: Approval of Design Request in Accordance with Settlement Agreement and Withdrawal
of Petition 05 EHR 0479 Filed October 23, 2006 for the Vass Bypass in Moore and Lee
Counties, R-0210, Division 8.
Dear Dr. Thorpe:
You have our approval to construct the proposed activities detailed in your request for the referenced
project dated received December 18, 2006 and the subsequent additional information dated received
January 12, 2007. Modified hazardous spill catchment basins (mHSCB) shall be constructed at the
locations shown in Table 1.
Table 1- Modified hazardous spill catchment basin locations and design volumes.
Project Section Project Station No. Volume cubic yards)
R-210A 60+50 Lt 360
75+80 Rt 1,095
77+00 Lt 39
77+20 Lt 150
75+00 Rt 1,019
79+00 Lt 150
81+80 Rt 39
86+30 Rt 50
R-210B 140+80 Rt 260
R-210C 20+80 Lt 193
31+60 Rt 226
31+80 Lt 277
Sandbags shall be stockpiled at the locations listed below in Table 2. The number of sandbags at each
location shall be adequate to block the flow of hazardous materials in the ditch or swale by utilizing the
full storage capacity of the ditch or swale.
None Carolina
Transportation Permitting Unit Adumily
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone]Internet: http://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Dr. Thorpe
February 2, 2007 .-,
Page 2 of 3
Table 2 - Locations of sandbag stockpiles.
Project Section Project Station No.
R-210A 52+60 Lt
52+50 Rt
61+50 Lt
61+10 Rt
63+20 Lt
65+20 Lt
67+20 Lt
68+10 Lt
67+80 Rt
79+50 Lt
91+50 Lt
R-210B 140+40 Lt
141+40 Lt
141+40 Rt
153+15 Lt
R-210C 20+60 Rt
30+50 Rt
31+10
38+50 Lt
39+20 Lt
48+40 Lt
49+00 Rt
Direct discharges of stormwater listed below in Table 3 shall be corrected in accordance with the.
application dated received December 18, 2006 and subsequent additional information dated received
January 12, 2007.
Table 3 - Locations of direct stormwater discharges.
Project Section Project Station No.
R-210A 77+20 Rt
81+90 Lt
R-210C 29+10 Med
31+10
In section R-210A at Station No. 94+60 Lt, additional steambank protection will be installed in
accordance with the application dated received December 18, 2006 and subsequent additional information
dated received January 12, 2007.
This approval for the design request represents that the North Carolina Department of Transportation has
appropriately complied with Item #4 of the Settlement Agreement and Withdrawal of Petition for the
referenced project, and that the Division of Water Quality has complied with Item #5 of the Settlement
Agreement and Withdrawal of Petition for the referenced project.
1Jl. 111vipu
February 2, 2007
' Page 3 of 3
NCDOT is not proposing any impacts to streams and wetlands as part of this design request. However,
should your project change to include impacts to streams or wetlands or to deviate from the proposed
activities detailed in your request and subsequent additional information, you must submit a revised
application to this office for approval. If you have any questions regarding this letter, please contact John
Hennessy at 919-733-5694 or Brian Wrenn at 919-733-5715.
Si er ly,
Alan Klimek
Cc: Ken Averitte, Fayetteville Regional Office, DWQ
Richard Spencer, Wilmington Regulatory Field Office, US ACE
Chris Militscher, US EPA
Travis Wilson, NC WRC
Gary Jordan, US FWS
Paul Rawls, Surface Water Protection Section Chief, DWQ
File Copy
•?:?• DEC 1 82006
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
NC Department of Environment and Natural Resources
Division of Water Quality - Surface Water Protection
Attention: Mr. Paul Rawls, Section Chief
1617 Mail Service Center
Raleigh NC 27699-1617
Subject: Request for Section 401 Modification for US 1 Vass' Bypass, Moore/Lee
County; TIP No. R-0210WM; Federal Aid No. NHS-1 (108); State Project No.
6.569005T; Division 8; Debit $475.00 from WBS 34330.4.3.
Dear Mr. Rawls:
The North Carolina Department of Transportation (NCDOT) was issued a 401 Water
Quality Certification (WQC) by the North Carolina Division of Water (NCDWQ) on July
19, 2002 for the US 1 Vass Bypass in Moore/Lee Counties. Since issuance of this 401
WQC, numerous correspondence has been exchanged between the NCDOT and
NCDWQ. Notable correspondence includes the Notice of Violation dated May 5, 2003
and an Assessment of Civil Penalties dated February 10, 2005. The purpose of this letter
is to request a modification of the 401 WQC per the Settlement Agreement and
Withdrawal Petition (SAWP) dated October 15, 2006. There are no changes to
jurisdictional impacts as a result of the new design changes. Please find enclosed
Attachments A - Summary of Emergency Spill Control Measures and Devices, B - Plan
sheets, and C- Storage Volume and Calculations of Storage Volumes.
Items #1 and #2 of the Settlement Agreement and Withdrawal Petition
December 18, 2006
DIV. OF WATER QUALITY
DIRECTOR'S OFFICE
LYNDo TIPPETr
SECRETARY
On November 17, 2006, the NCDOT took action on Item #1 in the SWAP. The NCDOT
made its payment of $12,284.28 to the North Carolina Department of Environment and
Natural Resources. Additionally, the NCDOT provided a list of items in the spill kit to
NCDWQ.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
NATURAL ENVIRONMENT UNIT
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone] or
919-715-1335
FAX: [phone]
LOCATION:
PARKER LINCOLN BUILDING
2728 CAPITAL BLVD. SUITE 240
RALEIGH NC 27604
WEBSITE: WWW.NCDOT.ORG
Item #3 of the Settlement Agreement and Withdrawal Petition
In accordance with Item #3 of the SWAP, the NCDOT agrees to install emergency spill
control measures and devices that were listed in Attachment A of the SWAP.
Item #4 of the Settlement Agreement and Withdrawal Petition
In accordance with Item #4 of the SWAP, the NCDOT submits this 401 WQC
modification request. In Item #4a of the SWAP, the 401 WQC modification request had
to include a complete list of station numbers where emergency spill control measures and
devices will be constructed. This information is found in Attachment A of this letter. In
this attachment, the NCDOT lists all emergency control devices referencing the list from
Attachment A of the SWAP with the location of the sheet number and reference
identification on the plan sheet plan view. This information complies with Item #4a of
the SWAP.
The following summarizes how NCDOT has resolved the direct discharge of stormwater
that NCDWQ raised in the settlement:
• At Station No. 29+10 Left (Site AA) and 31+10 Left (Site BB) on Sheet 22 TIP
No. R-210 WM, the NCDOT will construct an energy dissipation pad at the pipe
outlet which will flow into a grassed swale. Notes have been included on the plan
sheet to describe this work. A typical of the swale is included in Attachment B,
Sheet 2, of this letter.
At Station No. 77+20 Right (Site CC) on Sheet 13 of TIP No. R-21 OWM, the
NCDOT will eliminate this direct discharge by constructing a pre-formed scour
hole. There is restricted access at this location. This work will be by hand due to
the high fill, guardrail and the adjacent wetlands. Notes have been included on
the plan sheet to describe this work.
At Station No. 81+90 Left (Site DD) on Sheet 15 of TIP No. R-210WM, the
NCDOT will eliminate this direct discharge adding 20 feet of high density poly
ethylene (HDPE) to the existing pipe. This will allow discharge outside the
buffer. Notes have been included on the plan sheet to describe this work.
• At Station No. 94+60 Left (Site EE) on Sheet 17 of TIP No. R-210WM, the
NCDOT will place additional Class I rip rap at the outlet of the 36-inch RCP to
deflect flow away from opposite stream bank. Notes have been included on the
plan sheet to describe this work.
In Item #4b of the SWAP, the NCDOT must include in the 401 WQC modification
request to-scale drawings and designs of the proposed emergency spill control measures
at each location including the storage volumes and calculations of the storage volumes
where applicable. Attachment B of this letter includes to-scale drawings and designs of
these emergency spill control measures and devices.
2
In Attachment C of this letter are the storage volumes and calculations of the storage
volumes where applicable. This action brings NCDOT into compliance with Item #4 of
the SWAP.
Summary
The NCDOT requests the NCDWQ to modify the 401 WQC for the Vass Bypass (TIP
No. R-210). The NCDOT submits this 401 modification request to comply with Item #4
of the Settlement Agreement and Withdrawal Petition dated October 15, 2006.
We appreciate your prompt attention to this request. If you have any questions regarding
this letter or its appendices, please contact Ms. Deanna Riffey at [phone].
Sincerel ,
Gregory J. orpe, Ph.D.
,,Environmental Management Director, PDEA
W/
Ms. Coleen H. Sullins, NCDWQ Deputy Director
Mr. John Hennessy, NCDWQ
Ms. Deborah Barbour, P.E., Director of Preconstruction
Mr. D. R. Henderson, P.E., Hydraulics Unit
Mr. Jay Bennett, P.E., Roadway Design
Mr. Art McMillan, P.E., Highway Design
Mr. Don G. Lee, CPESC, Roadside Environmental Unit
Mr. Tim Johnson, P.E., Division 8
Mr. John R.G. Olinger, P.E., Division 8
Mr. Art C. King, Division 8
File R-0210
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O? W A TFR Michael F. Easley, Governor
William G. Ross Jr., Secretary
Vj r North Carolina Department of Environment and Natural Resources
.? Alan W. Klimek, P.E. Director
Division of Water Quality
December 8, 2006
Mrs. Debbie Barbour, PE, Director
Preconstruction Section
North Carolina Department of Transportation
1541 Mail Service Center
Raleigh, North Carolina, 27699-1541
Subject: R-210 Settlement Agreement - List of Spill Kit Items for First Responders
Dear Mrs. Barbour:
The purpose of this correspondence is to respond to your letter dated November 13, 2006 regarding the
R-210 Settlement Agreement. DWQ staff has reviewed the spill kit items and the list of first responders
to receive the spill kits, maps, and sluice gate keys. We feel that the spill kit items are adequate and that
the list of first responders receiving the kits is appropriate. Please consider this letter to be written
approval of the items to be obtained by the North Carolina Department of Transportation and distributed
to the first responders in accordance with the R-210, Vass Bypass, Settlement Agreement and
Withdrawal of Petition, 05 EHR 0479, Attachment A, signed October 20, 2006. Should you have any
questions regarding this matter, please contact me at 919-733-5083, ext. 519 or John Hennessy at 919-
733-5694.
Sincerely,
r?
Paul E. Rawls, Chief
Surface Water Protection Section
Cc: John Payne, AGO
John Hennessy, DWQ
DWQ Central Files
No Carolina
hlrlllly
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: «ivw.newaterqualitv.ore Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
Vass Bypass Update
Subject: Vass Bypass Update
From: Paul Rawls <[e-mail]>
Date: Tue, 05 Sep 2006 15:11:49 -0400
To: Alan Klimek <[e-mail]>, Coleen Sullins
<Coleen. [e-mail]>
CC: [e-mail], Tom Reeder <[e-mail]>, John Hennessy
<[e-mail]>, Brian Wrenn <[e-mail]>
Per a conversation today with John Payne we are down to one item in
settlement negotiations with DOT pertaining to the Vass Bypass case.
It is my understanding that DOT is still objecting to the 401
condition:
23. During the construction of the project, the applicant shall
strictly adhere to North Carolina regulations entitled, /Design
Standards in Sensitive Watersheds/ [15A NCAC 4B .0124 (a)-(d), with
the entire project corridor.
*_As everyone knows this was a condition of the 401 certification
that DOT did not object to when it was issued and is one of the
issues we have discussed with them countless times.
I feel that we have bent over backwards to resolve this issue.
Based on this condition only applying to this project and that DOT
did not challenge this condition originally I have asked John to
go back to DOT and tell them that this is not a matter for further
discussion.
It is time to put this thing to rest.
Thanks
1 of 1 9/6/2006 10:28 AM
Re: Vass Bypass Update
Subject: Re: Vass Bypass Update
From: Coleen Sullins <[e-mail]>
Date: Tue, 05 Sep 2006 22:19:34 -0400
To: Paul Rawls <[e-mail]>
CC: Alan Klimek <[e-mail]>, [e-mail], Tom Reeder
<[e-mail]>, John Hennessy <[e-mail]>, Brian
Wrenn <[e-mail]>
I concur
Paul Rawls wrote:
Per a conversation today with John Payne we are down to one item in
settlement negotiations with DOT pertaining to the Vass Bypass
case.
It is my understanding that DOT is still objecting to the 401
condition:
_*3. During the construction of the project, the applicant shall
strictly adhere to North Carolina regulations entitled, /Design
Standards in Sensitive Watersheds/ [15A NCAC 4B .0124 (a)-(d), with
the entire project corridor.
*_As everyone knows this was a condition of the 401 certification
that DOT did not object to when it was issued and is one of the
issues we have discussed with them countless times.
I feel that we have bent over backwards to resolve this issue.
Based on this condition only applying to this project and that DOT
did not challenge this condition originally I have asked John to
go back to DOT and tell them that this is not a matter for further
discussion.
It is time to put this thing to rest.
Thanks
1 of 1 9/6/2006 10:28 AM
Re: R-0210 Modification Pern-iit
Subject: Re: R-0210 Modification Permit
From: "Deanna R. Riffey" <[e-mail]>
Date: Fri, 09 Feb 2007 15:34:34 -0500
To: Brian Wrenn <[e-mail]>
CC: "D. R. Henderson, PE" <[e-mail]>, Elizabeth Lee Lusk
<[e-mail]>, "Glover, Lisa" <[e-mail]>, "Art McMillan, PE"
<[e-mail]>, "Timothy Johnson, PE" <[e-mail]>, "John Olinger, PE"
<[e-mail]>, "Art C. King" <[e-mail]>, "Jay A. Bennett PE"
<[e-mail]>, Greg Thorpe <[e-mail]>, Phil Harris
<pharris@dot. state.nc. us>
Hello Brian,
The North Carolina Department of Transportation (NCDOT) was issued a 401 Water
Quality Certification (WQC) modification by the North Carolina Division of Water
(NCDWQ) on February 2, 2007 for the US 1 Vass Bypass in Moore/Lee Counties. Since
issuance of this 401 WQC modification, NCDOT has placed the document through internal
review. Upon review two items have been addressed:
1) Station 75+80 - Rt. for Section A needs to be 75+80- Lt. The station was
mislabeled on Attachment C included with the permit application with right and not
left. The change to 75+80 Lt. does agree with the Settlement Agreement (10/20/06) and
with the permit plans you received. Attachment C - Storage Volumes and Calculations
of the Storage Volumes has been updated and is attached.
2) Paragraph 42 of the modification. NCDOT would like the sentence "The number of
sandbags at each location shall be adequate.." to be changed to match the wording in
the paragraph entitled " Sandbag Stockpile" from Attachment A of the Settlement
Agreement. The sentence from Attachment A reads as follows: " The number of sandbags
at each location should be adequate...." and not shall be.
Also, NCDOT has included an updated copy of Attachment A - Summary of Emergency Spill
Control Measures and Devices in light of a previous conversation on January 26, 2007
between you and Ms. Deanna Riffey regarding the typological error for Station 79+50
Lt listing a mHSCB instead of sandbag stockpile. The update does match the Settlement
Agreement specified control device.
NCDOT would like to request that permit modification be reissued after approval of
the changes. We appreciate your prompt attention to this request.
I will give you a follow up call on Monday to see if there are any question you may
have.
Deanna
Deanna Riffey
Environmental Supervisor
Project Management Group
PDEA Natural Environment Unit
N.C. Department of Transportation
[phone]
Content-Type: application/vnd.ms-excel
!R-210 Summary Attachment A.xls
Content-Encoding: base64
R-210 Permit Mod Attachment C.xls Content-Type: application/vnd.ms-excel
1 of 2 2/14/2007 3:36 PM

STATE OF NORTH CAROLINA
'1?OS?N° <
O,Q??q?RB
DEPARTMENT OF TRANSPORTATION ?,,,4
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
January 11, 2007
NC Division of Water Quality / Q
Attention: Mr. Brian Wrenn `
1621 Mail Service Center
Raleigh, NC 27699
Subject: Additional Information Request for Section 401 Modification for US 1 Vass
Bypass, Moore/Lee County; TIP No. R-0210WM; Federal Aid No. NHS-1 (108); State
Project No. 6.569005T; Division 8; WBS 34330.4.3.
Dear Mr. Wrenn:
The North Carolina. Department of Transportation (NCDOT) received a request for additional
information to supplement the 401 Modification for R-0210 (Vass Bypass) that was submitted on
December 18, 2006. The items requested are listed below. Information addressing each item can
be found on the attached documents.
Requested Items:
Item #1
Direct discharges of stormwater at Stations 29+10 L (Site AA) and 31+10 L (Site BB)
NCDWQ Comment: The proposed corrective action places a rip-rap berm in the buffer of a
stream relocation for which NCDOT was given mitigation credit. NCDWQ has concerns with
placing hardening structures in the buffer of an on-site mitigation project. NCDWQ would like
to discuss other options for correcting the direct discharge of stormwater.
NCDOT Response: See Attachment titled: DWQ Inquiry from Brian Wrenn 03 January 2007
Item #2
Attachment B plan drawings
NCDWQ Comment: NCDOT describes the structures to be installed in the narrative and provides
typicals for the planned structures, but does not show the structures on the plan drawings. Please
provide to scale drawings of the structures on the plans showing the fill and excavation limits in
relation to the existing facility, stormwater management structures, and jurisdictional waters.
NCDOT Response: See Attachment title& DWQ Inquiry from Brian Wrenn 03 January 2007
MAILING ADDRESS: TELEPHONE: [phone] or LOCATION:
NC DEPARTMENT OF TRANSPORTATION 919-715-1335 PARKER LINCOLN BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 2728 CAPITAL BLVD. SUITE 240
NATURAL ENVIRONMENT UNIT FAX: [phone] RALEIGH NC 27604
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598 WEBSITE: WWW.NCDOT.ORG
Item #3
Attachment C Storage Volume Calculations
NCDWQ Comment; NCDOT has provided the available storage volumes for the proposed
structures. However, it unclear if the available volumes are equivalent to the required 2,600
gallon storage volume plus the 2-year storm flow (per the March 15, 2005 guidance). Please
provide the necessary calculation to show that the proposed storage volumes are adequate.
NCDOT Response: See Attachments titled: Storage Needs
If you have any questions regarding this letter or the attachments, please contact Ms. Deanna
Riffey at [phone].
Sincereil
,
d
Gregory J. orpe, Ph.D.
Environmental Management Director, PDEA
cc
Mr. John Hennessy, NCDWQ
Ms. Paul Rawls, NCDWQ
File R-0210
2
R8CEIV D
DWQ Inquiry from Brian Wrenn 03 January 2007
Item 1
On Section R-210C left of stations 29+10 (site AA) and 31+10 site
BB), elimination of the direct discharge from the highway proposes
construction of swale and berm parallel to the toe of roadway slope and the
natural stream relocation mitigation is proposed. The construction and
installation will not encroach into the mitigation site. During construction
the contractor installed silt fence barrier with washed stone along the edge of
the mitigation site and 10'-12' from toe of fill slope. When project was
stabilized, the contractor removed the silt fence barrier and spread the
washed stone. in the open area between toe of slope and mitigation site
limits. The installation of swale and berm is to be made in this gravel field
zone and not in the mitigation floodplain. The scale of plan sheet 22 is so
small that reference is made to sheet 3 Typical Section.
Item 2
Attached ate revised copies of plan sheets 9 & 13 that show excavated
basins 1 & 5, respectively. At all other locations the construction limits are
so small the scale on the sheets renders them not distinguishable. Therefore,
Detail Sheets 26-3 8 are provided. It should be noted that on sheet 13, site
CC, is a Preformed Scour Hole and the Standard Symbol is shown to assist
the reviewer in locating the site and does not represent the "to scale"
construction limits on the plan sheet scale of 1" = 26.67 meters.
Item 3
. Attached, please find storage volume calculations for 2,600-gallon
spill plus 2 year storm event.
JAN 9 200;
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
HIGHWAY BUILDING
P. O. BOX 25201
RALEIGH. NORTH CAROLINA 27611
SUBJECT gaol UJ AZT 1,05
-Z /D A
PREPARED BY r210'&-DATE
CHECKED BY DATE
PROJECT ZC^ 2 /O W M
, `
)0049 /- e- COUNTY
STATION rr??
STR NO SHEET OF

i

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
HIGHWAY BUILDING
P. O. BOX 25201
RALEIGH. NORTH CAROLINA 27611
PROJECT mil!
COUNTY
SUBJECT S?laal? ?X ???5
STATION
STR NO SHEET 017Z
PREPARED BY r ATE
CHECKED BY DATE

j i

Surface Water Protection Section
DATE
TRANSMITTAL SLIP
TO:-Vii,..: 64ew nss_ (3,-? ?+?e?.r?.
FROM:
Paul Rawls
ACTION
0 For Your Information repare Reply for my signature
? Note and Let's Discuss ? Take Appropriate Action
? Per Our Conversation ? Per Your Request
0 For Your Approval 0 For Your Comments (written)
0 Investigate and Report
?
Please take action noted by:
Comments:

/V01,
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDo TIPPETT
GOVERNOR SECRETARY
November 13, 2006 2 u E n11 E
FRn 5Mr. Paul Rawls 1 3
07s]
Environmental Program Manager
North Carolina Department of Environmental Resources p "ER (wA Iy
512 North Salisbury Street Lsu"rari; WATER PROTECTION SECT=OR
Mail Service Center 1617 .
Raleigh, North Carolina 27604
Subject: R-210 Settlement Agreement - List of Spill Kit Items for First Responders
Dear Mr. Rawls:
As specified in the second item on page 2 of the subject agreement dated October 20, 2006, the
following are spill kit items that the North Carolina Department of Transportation (NCDOT)
proposes to provide to the Moore and Lee County First Responders:
1) 2 - 5" x 10' Socks (for Oils, Coolants, Solvents & Water)
2) 9 - 3" x 10' Socks (for Oils, Coolants, Solvents & Water)
3) 3 - 3" x 10' HAZ-MAT Socks (for most Acids & Bases)
4) 9 - 3" x 46" HAZ-MAT Socks (for most Acids & Bases)
5) 3 - 3" x 10' Oil Only Booms
6) 30 - 20" x 16" Universal Mat Pads
7) 30 - 20" x 16" HAZ-MAT Mat Pads
8) 15 - two-liter Universal Pillows
9) 15 - 17" x 16" HAZ-MAT Pillows
10) 2 - 36" L x 36" W x 0.5" D Polyurethane Drain Covers
11) 1 - Box (25 each) ext. dia. 3" x 18" L - Sump Skimmer
12) 2 - 3" H x 3.5" W x 5' L - SPILLBLOCKER@ Dikes
13) 1 - 30 lb. Bag - Floor Gator
14) 1 - 40 lb. Bag - Oil Dry
15) 4 - Safety Goggles
16) 1 - Box Nitrile Gloves
17) 1 - Box (25 each) Disposal Bags
18) 4 - sets X-Large Tyvek Coveralls
19) 1 - Non-sparking Shovel
20) 1 - Plastic Container to hold items
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PRECONSTRUCTION SECTION 1 SOUTH WILMINGTON STREET
1541 MAIL SERVICE CENTER WEBSITE: WWW.DOH.DOT.STATE.NC.US RALEIGH NC
RALEIGH NC 27699-1541
Mr. Paul Rawls
November 13, 2006
Page 2
In addition to the spill response devices listed above, the following items will be provided to
each Fire Department (First Responder):
1) Keys to unlock any secured sluice gates
2) Water proof maps of the road corridor indicating locations of emergency spill control
measures and devices
The First Responders receiving spill kits, maps, and sluice gate keys are:
1) Tramway Volunteer Fire Department (Lee County)
2) Lemon Springs Volunteer Fire Department (Lee County)
3) Cameron Volunteer Fire Department (Moore County)
4) Circle "V" Volunteer Fire Department (Moore County)
The Lee County Office of Emergency Services and the Moore County EMS office will each
receive a water proof map of the road corridor indicating locations of emergency spill control
measures and devices. These agencies do not act as First Responders for roadway accidents and
spills. Therefore, they do not require spill kits or keys.
This list of spill kit items is provided for your review and approval. Please provide comments to
the Department prior to December 15, 2006 so that NCDOT may begin the acquisition process
for these items. There are significant costs associated with their purchase. Therefore, adequate
time will be needed to solicit bids through the Department's established procurement procedures.
If you have any questions regarding this information, please let me know
Sincerely,

Debbie Barbour, PE
Director of Preconstruction
cc: Len Sanderson, PE, State Highway Administrator
Steve Varnedoe, PE, Chief Engineer - Operations
Tim Johnson, PE, Division Engineer
Art McMillian, PE, State Highway Design Engineer
Greg Thorpe, Ph.D., Director, Project Development and Environmental Analysis
Dave Henderson, PE, State Hydraulics Engineer
Don Lee, CPESC, State Roadside Environmental Engineer
Lisa Glover, Assistant Attorney General
Sharlene Moses, Legal Assistant
NOV 2 0 2006
DENR - WATER QUALIT'
STATE OF NORTH CAROLINA IN THE OFFICE OF. POINT SOURCE BRANCt
ADMINISTRATIVE HEARINGS
COUNTY OF WAKE 05 EHR 0479,
23 A 10: 15
NORTH CAROLINA )
DEPARTMENT OF TRANSPORTATION C 01
Petitioner, ). , _ . .
)
V.
SETTLEMENT AGREEMENT
NORTH CAROLINA DEPARTMENT OF ) AND WITHDRAWAL OF PETITION
ENVIRONMENT AND )
NATURAL RESOURCES, DIVISION )
OF WATER QUALITY, )
Respondent. )
The North Carolina Department of Environment and Natural Resources ("DENR"),
Respondent, and Petitioner, North Carolina Department of Transportation .("Petitioner" or
"NCDOT"), hereby enter into this Settlement Agreement ("Agreement") in order to amicably
resolve a matter in controversy between them pursuant to N.C.G.S. § 150B-31(b). This matter
aorose out of DENR's assessment of civil penalties and costs totaling nineteen thousand two
hundred eighty-four dollars and twenty eight cents ($19,284.28), imposed upon Petitioner on
February 10, 2005 for alleged violations of North Carolina General Statutes § 143-215.1 et seq.
Petitioner filed a Petition challenging the issuance of the penalty on March 22, 2005.
DENR and the Petitioner have reached the following settlement agreement in this matter:
1. The Petitioner will pay twelve thousand, two hundred eighty-four dollars and
twenty-eight cents ($12,284.28) ("Settlement Amount") to DENR for settlement in the manner
hereinafter described. The Settlement Amount shall be made in a lump sum payment payable
within thirty days of the execution of this Agreement.
2. The payment shall be by check made payable to the North Carolina Department of
Environment and Natural Resources (or to "DENR") at the following address:

Ms. Sharlene Moses
Attorney General's Office
Environmental Protection Division
9001 Mail Service Center
Raleigh, NC 27699-9001
3. The Petitioner expressly agrees that all emergency spill control measures and
devices will be installed as listed in Attachment A.
4. The Petitioner expressly agrees that within 60 days of signing of this Agreement, a
request for a modification of the Water Quality Certification for the Vass Bypass, Water Quality
Certification No. 3344, shall be submitted to the Division of Water Quality, Transportation
Permitting Unit. The modification request will propose installation, operation, and maintenance
of the emergency spill control measures and devices as described in Attachment A. This
modification shall include the following components:
a. A complete list of station numbers where emergency spill control measures
and devices shall be constructed; and
b. To-scale drawings and designs of the proposed emergency spill control
measures at each location including storage volumes and calculations for the
storage volumes where applicable.
5. The Petitioner must obtain approval of the Water Quality Certification
modification for the proposed emergency spill control measures prior to installation of the
measures. Failure to obtain approval of the modification may result in additional enforcement
actions. DENR will process the modification in keeping with its normal business practices.
6. The Petitioner expressly agrees that within 30 days of receipt of notification of the
approval of the Water Quality Certification modification by the Division of Water Quality,
Transportation Permitting Unit, the Petitioner will advertise for bids to construct the modified
hazardous spill catchment basins and modified hazardous spill catchment basins for use in a
lateral ditch, and to eliminate direct discharges of stormwater, as listed in Attachment A. A
contract will 'be awarded in accordance with typical NCDOT contracting practices. The
provisions of the contract will be in accordance with standard NCDOT construction contract
terms and conditions, and will include a completion date of 180 days from the award of the
contract. The sandbag stockpiles required by Attachment A will also be installed and
operational within this time frame.
7. The Petitioner expressly agrees that Emergency Management, local fire
departments, and other first responder programs (hereinafter, "first responders") that have
jurisdiction within/overlapping the subject R-210 corridor (Vass Bypass project) in Lee and
Moore Counties will be provided spill kits and maps of the road corridor with the locations of the
emergency spill control measures and devices, as described more particularly in Attachments A
and B. The spill kits and maps will be provided to the first responders within 30 days after all
emergency spill control measures and devices are installed and operational. Petitioner agrees to
inform the first responders of any change in location or operation of any of the emergency spill
control measures or devices.
8. The Petitioner expressly agrees that within 60 days after the emergency spill
control measures and devices listed in Attachment A are installed and operational, pursuant to
Aaragraph 6 of this Agreement, NCDOT will provide:
a. To the Fayetteville Regional Office, Division of Water Quality, 225 Green
Street, Suite 714, Systel Building, Fayetteville, NC 228301-5043 and to the
Division of Water Quality, NPS Assistance and Compliance Oversight Unit at
1617 Mail Service Center, Raleigh, NC 27699-1617 a report that explains that
all of the emergency spill control measures and devices as listed in
Attachment A were installed and are operational; and
b. A list of which first responders received spill kits and maps (as defined in
Attachments A and B) and how many they received, and a brief accounting
of.how the information was communicated, i.e., time and date of distribution
and 'method of distribution, such as through personal communication or
memorandum.
9. ' The Petitioner agrees that during constructionlinstallation of the emergency spill
control measures and devices required by Attachment A, Petitioner will:
a. Use erosion and sediment control practices in full compliance with all
specifications governing the proper design, installation, and operation and
maintenance of erosion and sedimentation control structures, and will follow
the requirements of 15A NCAC 04B .0124 (Design Standards in Sensitive
Watersheds). This requirement will apply only to the construction/installation
of the emergency spill control measures and devices required by Attachment
A, and will not bind NCDOT or set a precedent for NCDOT to use these
standards in the future in non-high; quality water zones.
b. Fully comply with its National Pollutant Discharge Elimination System
stormwater discharge permit (No. NCS000250), effective March 18, 2005, as
amended; and
c. Ensure that no unauthorized waste, spoil, solids, or fill of any kind shall occur
in wetlands, waters, streams or riparian areas, and that all construction
activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, will be performed
such that no violations of state water quality standards, statutes, or rules occur.
Petitioner will apply for the proper certifications and permits, as necessary, and comply
with all applicable statutes and regulations, for any additional work in the R-210 corridor.
10. Petitioner and DENR expressly stipulate and acknowledge that, by entering into
this Agreement, Petitioner neither admits nor denies the allegations contained in the Findings and
Decisions and Assessment of Civil Penalties.
11. DENR agrees to accept the payment of twelve thousand two hundred eighty-four
dollars and twenty-eight cents ($12,284.28), in complete satisfaction of the civil penalty
assessment subject to the terms of this Agreement.
12. This Agreement shall be binding upon the parties and is entered into knowingly,

intelligently, and voluntarily.
13. Upon a breach of any condition of this Agreement by Petitioner, the sole issue in
any action by DENR will be whether Petitioner has complied with the terms of the Agreement,
and DENR's remedy will be to collect the difference between the original civil penalty
assessment and the amount paid by Petitioner pursuant to paragraph 1, i.e. seven thousand dollars
($7,000.00).
14. Nothing in this Agreement shall restrict the right of the DWQ to inspect or take
enforcement action against the Petitioner for any new or subsequent violations of the water
quality statutes and the relevant rules promulgated thereunder arising outside of the actions
addressed within this Agreement; i.e., violations occurring after the last date in the assessment
period. Similarly, nothing in this Agreement shall restrict the right of Petitioner to contest and
defend against any future action by DWQ for any (alleged) future or subsequent violati6n(s) of
applicable laws or rules.
15. Petitioner expressly agrees that by entering into this Agreement, it waives, for
purposes of collection of the Settlement Amount listed in paragraph 1, any and all defenses to the
underlying civil penalty assessments, and that the issue in any action to collect said penalty will
be limited to issues of compliance with this Agreement.
16. The parties agree that the consideration for this settlement is the promises
contained herein and that this Agreement contains the whole agreement between them.
17. This Agreement shall be binding upon the parties, their successors and assigns,
upon execution by the undersigned, who represent and warrant that they are authorized to enter
into this agreement on behalf of the parties hereto.
WITHDRAWAL OF PETITION
Entry of this Settlement Agreement serves as Petitioner's Withdrawal of its Petition for
Contested Case Hearing in this matter. The parties agree this matter is concluded and that no
further proceedings are needed or required to resolve the contested case.
IN WITNESS WHEREOF, the parties hereby agree to the preceding terms, as evidenced
by the signatures set forth below:
This the 110 day of October, 2006.
FOR THE DIVISION OF WATER FOR THE NORTH CAROLINA DEPARTMENT
QUALITY OF T SPORTATION
Paul Rawls, Chief Len ders n
Surface Water Protection Section State Highway Administrator
Date: j Date: o -18? Q
Attachment A
Table 1 below includes a list of sites where emergency spill control measures and devices shall
be located. In addition, modifications will be needed to eliminate direct discharges of
stormwater to surface waters at several locations. These station numbers are included in the table
below. Finally, four (4) spill kits will be provided to the first responders listed in Attachment B
that have jurisdiction within/overlapping the subject R-210 corridor (Vass Bypass project) in Lee
and Moore Counties.
Emergency spill control measures and devices are defined by the following terms:
Spill Kit
Equipment and materials provided to the first responders to control and contain
hazardous material spills. The North Carolina Department of Transportation ("NCDOT")
shall provide a list of equipment and materials to be included in the spill kits to the North
Carolina Division of Water Quality ("NCDWQ") for approval within thirty (30) days of
signing of this Agreement. The spill kits should include (1) grate/drain cover mats; (2)
absorbent materials for both oil and acid/base spills, such as absorbent socks, mats,
pillows, and booms; (3) rough surface portable dikes; (4) sump skimmers; (5) temporary
disposal bags; and, (6) keys to unlock any secured sluice gates. In addition, the kit should
include waterproof maps of the road corridor with the locations of the emergency spill
control measures and devices.
Sandbag Stockpile
Sand-filled bags used to block the flow of hazardous materials in ditches and swales to
` prevent discharge to waters of the State. The number of sandbags at each location should
be adequate to block the flow of hazardous materials in the ditch or Swale by utilizing the
full storage capacity of the ditch or Swale.
HSCB
Hazardous Spill Catchment Basins ("HSCB"). These are earthen basins designed to
control and contain a 10,000-gallon spill plus the estimated runoff from a 2-year storm
event. Control structures on the outlets of the HSCBs should be mechanical control gates
or minimum control sections in.the outlet channel that can be readily blocked with
earthen material or stacked sandbags. A sign will be placed to mark the location of each
HSCB.
mHSCB
Modified Hazardous Spill Catchment Basins ("mHSCB"). These basins serve the same
purpose as the HSCB but have a modified storage capacity. mHSCB must have the
storage capacity to handle a 2,600-gallon spill plus the estimated runoff from a 2-year
storm event as detailed in Attachment 1 of the March 15, 2005 letter from NCDWQ to
NCDOT (see attached). A sign will be placed to mark the location of each mHSCB.
mHSCB for Lateral Ditch
Modified Hazardous Spill Catchment Basins for use in a lateral ditch. These basins serve
the same purpose as the HSCB but would be constructed in existing lateral ditches and
would have the same design standards as the mHSCBs (2,600 gallons plus runoff from
the 2-year storm event)_ A_sign will be placed to mark the location of each- mHSCB for a
lateral ditch.
NCDOT shall inspect and maintain the emergency spill control measures and devices in
accordance with the requirements of its National Pollutant Discharge Elimination System
stormwater discharge permit (No. NCS000250), effective March 18, 2005, as amended. Part II,
Section BA of the permit requires NCDOT to develop and implement a stormwater BMP
inspection and maintenance program. NCDOT must inspect the sandbag stockpiles annually
and replace sandbags as needed, until such time as the BMP inspection and maintenance program
is implemented in Moore County. Once the program is implemented in Moore County, the
requirements of that program will control and must be followed for each emergency spill control
measure and device required by this Agreement.
Table 1 - Station number locations for emergency spill control measures and devices and
direct discharges of stormwater.
Location Emergency Spill Control Measure or Device
Section A
Sheet 7, Site 1
23+10 Rt HSCB'
Sheet 9, Site 3
31±70 Rt HSCB'
33+70 Lt HSCB'
Sheet 10, Sites 3
and 4
34+90 Rt HSCB'
36+00 Rt HSCB'
36+30 Lt HSCB'
Sheet 14, Site 10 '
52+60 Lt Sandbag Stockpile
52+50 Rt Sandbag Stockpile
Sheet 16, Site 15
60+50 Lt mHSCB
61+50 Lt Sandbag Stockpile
61+10 Rt ..Sandbag Stockpile
Sheet 17, Site16 .
63+20 Lt Sandbag Stockpile
65±20 Lt ---Sandb Stock ale - _;_
Sheet 18, Site 17
67+20 Lt Sandbag Stockpile
68+10 Lt Sandbag Stockpile
67+80 Rt Sandbag Stockpile
Sheet 20, Sites 18
and 20
75+80 Lt mHSCB
77-+-00 Lt mHSCB
77+20 Lt mHSCB
77+20 Rt Direct discharge of stormwater shall be eliminated.
75+00 Rt mHSCB
Sheet 21, Site. 21
79+00 Lt mHSCB
79+50 Lt Sandbag Stockpile
Sheet 22, Site 22
. 81+30 Rt mHSCB for Lateral Ditch
81+90 Lt Direct discharge of stormwater shall be eliminated.
Sheet 23, Site 22
86+30 Rt mHSCB for Lateral Ditch
Sheet 24, Site 25
91+50 Lt Sandbag Stockpile
94+60 Lt Additional outlet rotection shall be provided for stormwater pipe.
Section B
Sheet 14, Site 9
140+40 Lt Sandbag Stockpile
140+80 Rt -
mHSCB for Lateral Ditch
Sheet 15, Site 9
141+40 Lt Sandbag Stockpile
141+40 Rt Sandbag Stockpile
Sheet 18
153+15 Lt Sandbag Stockpile
Section C

Sheet 4, Site 3
20+80 Lt mHSCB
20+60 Rt Sandbag Stockpile
Sheet 7, Sites 4
and 5
31+60 Rt mHSCB for Lateral Ditch
29+10 Med Stormwater flow will be directed into constructed grassed swale
prior to discharge.
30+50 Rt Sandbag Stockpile
31+10 Sandbag Stockpile; Stormwater flow will be directed into
constructed grassed Swale prior to discharge.
Sheet 8, Site 5
31+80 Lt mHSCB for Lateral Ditch
Sheet 9, Site 6
38+50 Lt Sandbag Stockpile
39±20 Lt Sandbag Stockpile
gheet 1.2, Site 10
48+40 Lt Sandbag Stockpile
49+00 Rt Sandbag Stockpile
- Lmergency apm Uontrol devices at these locations are already in place. No further action is required.
Organization Contact Person Phone Number Will Receive
Office of Emergency Roger Millikin [phone] Map(s) only
Services or Jim Groves [phone]
Tramway Volunteer Fire Scott Holt [phone] Spill kit and map(s)
Dept.
Lemon Springs Reed Cagle [phone] Spill Kit and map(s)
Volunteer Fire Dept.
Moore County
Or anization Contact Person Phone Number Will Receive
Moore County EMS Carlton Cole [phone] Ma s) only
Cameron Volunteer Fire
Dept. Davis Reynolds [phone] Spill kit and map(s)
Cicle "V" Volunteer Fire
Dept. Tony Sassano [phone] Spill kit and map(s)
Attachment 1 - Rationale for Design Standards of T-iazardous Spill Catchment Basins
Rtwognizing the need for revised design standards due to right-of-way restrictions,.DWQ is
proposing a smaller design standard volume for hazardous spill catchment basins (HSCBs) on the
R-210 (Vasa Bypass) project. As detailed in the Cufdeli.nes for t7w Location and Design of
-_ _.__..1-I_uz.ur_c1?is?S?111?sins?tb_c: curr_cnt_d.esgrz_standar?is-la??HSCBs-are:
• Spill containment volume of 10,000 gallons plus the estimated runoff volume from a
. rainfall intensity equating to a two year return period event.
•. An outlet structure to allow containment of hazardous runoff (e.g., mechanical control
gate, notched berm with readily available sand bags or earthen material).
DWQ is propo ing a storage volume 2.600 gallons plus the estimated runoff volume from a
rainfall intensity equating to a two year return period storm event. This revised design standard is
based on the analysis of statewide spill data related to transportation facilities from 2001 to 2004.
The data is presented below:
• 'rhe average spill volume is 1.310 gallons. and the median spill volume is 100 gallons.
• A.pproXimately 25% of the spills statewide were greater than the average spill volume.
• The average spill volume plus one standard deviation of the spill incidents is
approximately 3,906 gallons.
• Approximately 15% of the spills statewide were greater than the average spill volume
plus the standard deviation.
• The median spill volume plus one standard deviation of the spill incidents is
approximately 2,600 gallons.
• Approximately 18% of Lhe spills statewide were greater than the median spill volume
plus on standard deviation.
Using a conservative aSSunlpLiun that 100 Percent of the spill volume rcachcs the HSCB, a HSCB
volume of 2,600 gallons plus the estimated runoff volume from a rainfall intensityequa.ting to a
two year return period event would have the capacity to capture 82 percent of the Spills that
occurred from 2061 to 2004. Therefore, DWQ proposes to allow HSCB volumes of at least 2,600
gallons plus the estimated runoff volume from a rainfall intensity equating to a two year return
period storm event Lo meet the requirement of I-ISCBs at each stream crossing. Adequate outlet
structures in accordance with the original guidance are required for this revised design standard.
.This design standard would apply to the R-210 (Vass Bypass) project only.

CERTIFICATE OF SERVICE
I hereby certify that I have this day served the foregoing Settlement Agreement and
rt - _f- eiitiomby--hand-e?iv iy to the fol 06irig:
John Payne
Assistant Attorney General
N.C. Department of Justice
Environmental Section
114 W. Edenton Street
Raleigh, North Carolina 27603
ATTORNEY FOR RESPONDENT
This the o2dr`?day of October, 2006.
- /G fQ
Scott A. Conklin l?
Assistant Attorney General
a
01-19-2007 15:16 FROWS0
? y
A ?
July 20, 2005
Alan W.101mek, P.E. Motor
Division of Water Quality
JUL 22 0
Dr. Gregory J. Thorpe, Ph.D.
Environmental Management Director 10M--FAMMWUfREGONAl,O tCE
Project Development and Environmental Analysis Branch
NC Department of Transportation
1548 Mail Service Center
Raleigh, NC 27699-1548
Subject: Response to Request For Permit Extension for Vass Bypass, US 1 from North of
Lakeview to South of Sanford. Moore and Lee Counties, TIP Project No. R-210, Federal
Project Number 34330.1.1, State Project No. 8T560302, WQC No. 3344.
Dear Dr. Thorpe:
This letter is in response to your request for an extension of the 401 Water Quality Certification (WQC)
No. 3344 for the referenced project. This WQC was modified on September 2, 2003. The modification
re-authorized the impacts to waters 'of the State and the permit conditions that were included in the
original WQC dated July 19, 2002 except where superceded by the modification. Language included in
the modification regarding the expiration of the WQC is as follows:
"This Certification shall expire three (3) years from the date of the cover letter from DWQ or on the same
day as the expiration date of the corresponding Corps of Engineers Permit, whichever is sooner."
The date of the cover letter for the modification is September 2, 2003. That extends the expiration date of
the WQC to September 2, 2006 or until the Corps- of Engineers permit expires, whichever is sooner.
DWQ has received a copy of the permit extension from the Corps of Engineers for the referenced project
dated July 12, 2005. The Corps has extended the expiration date of the 404 permit for the referenced
project to December 31, 2006. Therefore, the expiration date of WQC No. 3344 is September 2, 2006
and there is no need for NCDOT to apply for a WQC extension for the referenced project at this time.
Should there be a need to extend the WQC expiration date beyond September 2, 2006. NCDOT should
submit a request sixty (60) days prior to the expiration of the WQC.
If you have any questions regarding this letter, please contact Brian Wrenn at 919-733-5715 or John
Hennessy at 9199-733-5694.
ce y,
may' Zd?--
AA11anW, Klimek, P.E.
Director, Division of Water Quality
Caro ' a
Transpoddon Permilthg Unk
1850 Mail Service Center, Raleigh, North Carolina 27899.1854
2321 Crabtree Boulevard, Suite M. Raleigh, North Carolina 27604
Phone: [phone] FAX [phone]Intemet http:A2o.enr.stato.nc.us/ncwotlands
An Equal Opportunity/AfCmnetive Action Employer- 50% RecycloWl0°,6 Post Consumer Paper
T-206 P.002/002 F-941
Wiloarn G. Ross Jr., Seoretary
North Carolina Department of Environment and Natural Resources
JAN-19-2007 FRI 15:02 TEL:[phone]e93 NAME:DWQ-WETLANDS
[Fwd: Re: US 1]
Subject: [Fwd: Re: US 1]
From: Ken Averitte <[e-mail]>
Date: Fri, 03 Feb 2006 08:33:49 -0500
To: Brian Wrenn <[e-mail]>
Subject: Re: US 1
From: "Art C. King" <acking @dot. state.nc.us>
Date: Fri, 03 Feb 2006 08:05:07 -0500
To: Ken Averitte <[e-mail]>
Ken,
It was pumped out a couple of months ago. I watched them do it. I
had also
taken Richard Spencer by there to check it during one of his trips
up here.
Art
Ken Averitte wrote:
Art,
Do you know if the contractor ever got back to pump out the
sand/sediment from the culvert on the US 1 Bypass? I haven't heard
anything.
thanks
Ken
1 of 1 2/3/2006 9:36 AM
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Certified Mail
RETURN RECEIPT REQUESTED
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
March 15, 2005
Dr. Gregory J. Thorpe, Ph.D. D
Environmental Management Director MAR j 8 2005
Project Development and Environmental Analysis Branch
NC Department of Transportation ANp A7ERlN
1598 Mail Service Center B VXH
Raleigh, NC 27699-1598
Subject: US 1 Vass Bypass from north of Lakeview to south of Sanford in Moore and Lee Counties, USACE
. Action ID 199300570, WQC No. 3344, TIP Project No. R-210. .
Dear Dr. Thorpe:
The purpose of this letter is to respond to comments and concerns raised during our February 1, 2005 site visit and
to provide the NC Division of Water Quality's (DWQ) position based on the review of the final design plans for
the referenced project.
Conversion of Tyne "A" Silt Basins
During our site visit NC Department of Transportation (DOT) requested a response to the letter dated November
8, 2004 in which DOT proposed to convert three type "A" silt basins into hazardous spill catchment basins
(HSCBs). The three basins are located on Section A at 60+80 and 74+40, respectively, and Section B at 132+00.
DWQ agrees with DOT that these basins could easily be converted to HSCBs and would comply with Condition
7. of the issued 401 Water Quality Certification. Conversion of the type "A" basins to HSCB should include
adequate outlet structures that meet the design requirements of the Guidelines for thg Location and Design of
Hazardous Spill Basins.
Revised Design Standards for HSCBs
in an effort to find a resolution to this situation, DWQ proposes a modification to the current design standards for
HSCB. The modified design standard offers a smaller storage volume than the current 10,000 gallons plus the
estimated runoff from a rainfall intensity equating to a two-year return period storm event. The modified standard
requires a storage volume of 2,600 gallons plus the storage capacity for the estimated runoff from a rainfall .
intensity equating to a two-year return period storm event. The rational for the smaller volume is presented in
Attachment 1. Please note that the revised design standard applies only to the referenced project.
Direct Storm Water Discharges
During the site visit, DWQ identified areas of concern regarding direct storm water discharges. DWQ
respectfully reminds DOT that regardless of the methodology used to comply with Condition 7. of the issued
permit, compliance with Condition 4. must also be met. Condition 4. states that, "Storm water
shall be directed to buffer areas or retention basins and shall not be routed directly into streams. Existing
vegetated buffers shall not be mowed in order to utilize it for storm water diffuse flow." It appears that the
following sites have direct storm water discharges: -
Section A:
Sheet 20, -L- 77+20 Rt.
Sheet 22, -L- 81+90 Lt.
North Carolina Division of Water Quality
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St., Raleigh, NC 27604
Phone[phone]
FAX [phone], Internet h2o.enr.state.nc.us
Customer Service 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50% Recycledl1 0% Post Consumer Paper
,Dr.Thogn
March 15, 2005
Page 2
Section C:
Sheet 7, -LrevI- 29+10 Lt.
Sheet 7, -LrevI- 31+10 Lt.
These direct storm water discharges should be corrected to provide treatment prior to discharge to streams.
Issues in Impact Areas
Several impact areas were identified during the site visit where problems are presently related to pipe installation
and stream relocation. These are presented below:
Section B, Site II - When the rock check dam in the stream is removed at this site, there is a potential for
headcutting back to the pipe resulting in a perched pipe. It was agreed in the field `that a rock cross vane
would be installed to maintain the grade at the outlet of this pipe.
Section B, Site IX - An erosional area has developed just upstream of the inlet to the pipe at this location. It
was agreed to in the field that a rock/log vane would be installed at this location to maintain the grade and
prevent further headcutting upstream.
Section B, Site X - Bridge deck drains at this site were installed over Little Crane Creek. The proper
locations for these drains were determined during the field visit. The drains should be installed at the proper
locations.
The problems listed above should be corrected as agreed to in the field. If alternative solutions to the problems
are to be used, DOT should detail these in writing and submit them to DWQ for approval prior to modification.
Determinations from Review of Final Design Plans
Based on the February 1, 2005 site visit and the subsequent review of the final design plans, DWQ has identified
stream crossing locations where alternative means other than HSCBs might be considered. These locations are
presented in Attachment 2. For all other sites, DOT will need to provide design plans that demonstrate how the
project will comply with the issued 401 Water Quality Certification and its modifications.
DOT is respectfully reminded that any modifications to the final design plans as a result of complying with the
401 Water Quality Certification will require the submittal of an application for modification of the Water Quality
Certification to DWQ.
We appreciate your cooperation and hope that these issues can be resolved quickly. If you have any questions
regarding this letter, please contact Brian Wrenn at 919-733-5715 or John Hennessy at 919-733-5694.
Sinc ely,
Coleen H. Su dins, eputy Director
Attachments
cc: Paul Rawls, Surface Water Section Chief, NC DWQ
Tom Reeder, Wetlands and Storm Water Branch Supervisor, NC DWQ
John Hennessy, Transportation Permitting Unit Supervisor, NC DWQ
Danny Smith, 401 Compliance and Enforcement Unit, NC DWQ
Dave Henderson, Hydraulics Unit, NC DOT
Tim Johnson, Division Engineer, Division 8, NC DOT
Phillip Harris, Office of Natural Environment, NC DOT
Brian Wrenn, Transportation Permitting Unit, NC DWQ
Attachment 1- Rationale for Design Standards of Hazardous Suiil Catchment Basins
Recognizing the need for revised design standards due to right-of-way restrictions, DWQ is
proposing a smaller design standard volume for hazardous spill catchment basins (HSCBs) on the
R-210 (Vass Bypass) project. As detailed in the Guidelines for the Location and Design of
Hazardous Spill Basins, the current design standards for HSCBs are:
• Spill containment volume of 10,000 gallons plus the estimated runoff volume from a
rainfall intensity equating to a two year return period event.
• An outlet structure to allow containment of hazardous runoff (e.g., mechanical control
gate, notched berm with readily available sand bags or earthen material).
DWQ is proposing a storage volume 2,600 gallons plus the estimated runoff volume from a
rainfall intensity equating to a two year return period storm event. This revised design standard is
based on the analysis of statewide spill data related to transportation facilities from 2001 to 2004.
The data is presented below:
• The average spill volume is 1,310 gallons, and the median spill volume is 100 gallons.
• Approximately 25% of the spills statewide were greater than the average spill volume.
• The average spill volume plus one standard deviation of the spill incidents is
approximately 3,800 gallons.
• Approximately 15% of the spills statewide were greater than the average spill volume
plus the standard deviation.
• The median spill volume plus one standard deviation of the spill incidents is
approximately 2,600 gallons.
• Approximately 18% of the spills statewide were greater than the median spill volume
plus on standard deviation.
Using a conservative assumption that 100 percent of the spill volume reaches the HSCB, a HSCB
volume of 2,600 gallons plus the estimated runoff volume from a rainfall intensity equating to a
two year return period event would have the capacity to capture 82 percent of the spills that
occurred from 2001 to 2004. Therefore, DWQ proposes to allow HSCB volumes of at least 2,600
gallons plus the estimated runoff volume from a rainfall intensity equating to a two year return
period storm event to meet the requirement of HSCBs at each stream crossing. Adequate outlet
structures in accordance with the original guidance are required for this revised design standard.
This design standard would apply to the R-210 (Vass Bypass) project only.

Attachment 2 Vass Byuass (R-210) Locations Where Hazardous Spill Catchment isasins
, Are Not Required
Section A:
Sheet 13 - Site 10
51+14 Lt.
50+80 Rt.
Sheet 16 - Site 15
59+80 Rt.
61+10 Rt.
Sheet 17 - Site 16
65+00 Rt.
Sheet 18 - Site 17
67+20 Lt.
68+10 Lt.
67+00 Rt.
67+80 Rt.
Section B:
Sheet 12 - Site VI
128+60 Lt.
129+40 Lt.
129+40 Rt.
Sheet 13 - Site VI
130+00 Lt.
Sheet 15 - Site IX
141+70 Lt.
Sheet 17 - Site X
150+00 Lt.
150+00 Rt.
Section C.
Sheet 9 - Site 6
39+20 Lt.

ps
STATE OF NORTH CAROLINA /64, q
DEPARTMENT OF TRANSPORTATIOW N,,
MICHAEL F. EASLEY
GOVERNOR
March 16, 2006
Mr. Richard Spencer
U.S. Army Corps of Engineers
Wilmington Regulatory Field Office
P.O. Box 1890
Wilmington, NC 28402-1890
Dear Mr. Spencer:
LYNDO TIPPETT
SECRETARY
0 10q09
Subject: As-Built Report for Little River On-site Mitigation Site, Moore County,
Tip Project No. R-021 OA, State Project No. 6.569006T, COE Action ID.
199300570
Please find enclosed the As-Built Report for the subject site. The Division 8
Resident Engineer responsible for construction has certified that the site has been
constructed according to construction plan sheets, with any exceptions noted in this As-
Built Report.
The following information has been included as part of the As-Built Report: 1)
As-Built Plan Sheets, 2) Hydrologic Gauge Location Map, 3) Vegetation Plot Location
Map, and 4) Planting Plan and Restoration Detail Sheets. The site will be monitored as
described in the approved mitigation plan and associated permit requirements.
If you should have any questions or require additional information, please contact
Mr. Randy Griffin at [phone]. Thank you once again for your continued support
and cooperation.
Sincerely,
Philip S. Harris, III, P.E., CPM, Manager
PDEA- Natural Environment Unit
Enclosures
cc: Mr. John Hennessy, NCDWQ, Raleigh (w/ attachment)
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS FAX: [phone] PARKER-LINCOLN BUILDING
NATURAL ENVIRONMENT UNIT - 2728 CAPITAL BOULEVARD, SUITE 240
1598 MAIL SERVICE CENTER WEBsiTE. WWW.NCDOT.ORG RALEIGH NC
RALEIGH NC 2 7699-1 59 8
j 1
Mr. Travis Wilson, NCWRC (w/o attachment)
Mr. Gary Jordan, USFWS (w/o attachment)
Ms. Kathy Matthews, USEPA (w/o attachment)
Mr. Marty Tillman, Resident Engineer (w/ attachment)
Mr. Art King, Division Environmental Officer (w/o attachment)
Mr. Randy Griffin, NCDOT-NEU
Mr. David B. Harris, PE, NCDOT- Roadside Environmental (w/ attachment)
C7
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STATE OF NORTH CAROLINA
SFp o1/
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c ?r0R?9?1ry
DEPARTMENT OF TRANSPORTATION Re1141rClh-
MICHAEL F. EAsLEY LYNDo TIPPETT
GOVERNOR SECRETARY
September 6, 2007
TO: S. Kenneth Jolly, Chief, Regulatory Division
U.S. Army Corps of Engineers
FROM: Gregory J. Thorpe, PhD, Manager,
. Project Development and Environmental Analysis
SUBJECT: R-0210 Vass Bypass
REFERENCE: USACE Cease and Desist Letter, dated July 3, 2007
(received via email July 10, 2007)
NCDOT Response Letter dated July 20, 2007
USACE Letter dated August 13, 2007 (received on August 22, 2007)
NCDOT Response Letter dated August 27, 2007
Per the August 27th letter, the following items are attached:
1) Scope of Work and plans showing devices to be removed
2) Sediment and Erosion Control Plan,
3) Reforestation Plan,
4) Mitigation Site As Built Survey,
5) Mitigation Site Monitoring Plan, and
6) EEP Confirmation letter providing mitigation for 100 feet of stream impacts and 0.03
of riparian wetland impacts.
Furthermore, the NCDOT will not install any structures within the mitigation site
boundaries described in your August 13, 2007 letter unless and until (1) the USACE is
satisfied that all restorative actions have occurred and the NCDOT is in compliance with
the USACE, Section 404 permit, and (2) the USACE agrees in writing to the installation
of such structures.
The NCDOT intends to use Division forces to perform the work. Per the September 5th
email from Richard Spencer (attached), the USACE has granted permission for NCDOT
Division 8 crews to take advantage of the current drought situation and begin the removal
MAILING ADDRESS: TELEPHONE: [phone] or LOCATION:
NC DEPARTMENT OF TRANSPORTATION 919-715-1335 PARKER LINCOLN BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 2728 CAPITAL BLVD. SUITE 240
NATURAL ENVIRONMENT UNIT FAX: [phone] RALEIGH NC 27604
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598 WEBSITE:_WWW.NCDOT.ORG
of the fill material that is in violation of the Section 404 permit conditions. We believe
that these actions will bring the R-210 Vass Bypass project into compliance with the
Section 404 permit.
Sincerely,
`• ;e' /"Xk
-(GrV Gregory J. Thorpe, PhD., Manager
Project Development and Environmental Analysis
Cc:
Richard Spencer, USACE
Scott McLendon, USACE
Tim Johnson, P.E., NCDOT Division 8
Art King, NCDOT Division 8
Deborah Barbour, P.E., NCDOT
File: R-210
David Henderson, P.E., NCDOT
Phil Harris, P.E., NCDOT
Randy Griffin, NCDOT
John Hennessy, NCDWQ
Brian Wrenn, NCDWQ
Ken Averitte, NCDWQ
August 22, 2007
210A Mitigation Site Restoration
Subject: R-210A Mitigation Site Restoration
Date: Wed, 5 Sep 2007 15:22:22 -0400
From: "Spencer, Richard K SAW" <[e-mail]>
To: <[e-mail]>, <[e-mail]>, <[e-mail]>,
<[e-mail]>, "Timothy Johnson, PE" <[e-mail]>
CC: "Harris, Keith A SAW" <[e-mail]>,
"McLendon, Scott C SAW" <[e-mail]>,
"Jolly, Samuel K SAW" <[e-mail]>
To All
I just finished a telephone conversation with Tim Johnson, Division 8 Division Engineer, concerning the above
referenced mitigation site restoration project. We currently have a window of opportunity to begin restoration of
the mitigation site. We are currently in a major drought situation and this has resulted in dry conditions at the
mitigation site. Therefore, by this email, 1 am granting permission for Division 8 crews to take advantage of the
current drought situation and begin the removal of the fill material that is in violation of the permit conditions at the
above referenced site. The rip-rap material is to be removed by use of a trackhoe positioned on the roadway fill
slope and either placed on the fill slope or removed completely from the site. Exposed areas should be stabilized
by mulching or appropriate matting as soon as possible following disturbance. Further, it is my understanding that
the restoration plans for the above referenced site are forthcoming and will be delivered to me next week. I will
review and, if acceptable, respond to the submitted material in short order so that restoration work may continue
while we have the current window of opportunity.
Richard K. Spencer
Wilmington Regulatory Field Office
USACE
69 Darlington Avenue
Wilmington, NC 28402
[phone]
<<Richard K. Spencer (E-mail).vcf>>
l
Richard K. Spencer (E-mail) <Richard.K.Spencer(d?saw02.usace.4 .mil>
Regulatory Project Manager
USACE, Wilmington Field Office
9/6/2007 9:02 AM
I -IV 1)
Scope of Work
Remove riprap structures (labeled as `AA, BB, and R') from Stations 28+75 (L) to 31+50
(L) with a trackhoe situated above the designated areas as much as possible. (see attached
Sheet 22). All work will be accomplished to minimize disturbance to the immediate and
surrounding areas.
Riprap removed from the jurisdictional areas will be placed on the adjacent embankment
slopes above the toe of the slopes and outside of jurisdictional areas. Riprap that can not
be placed on the embankment slopes will be hauled off-site and utilized off-site or
disposed of properly off-site.
The stream channel shown on the original USACE 404 permit and R-21 0C plans will be
reconstructed and re-vegetated. No work will be performed in areas that were not
disturbed after the original project completion.
Work will begin within one week of approval of the USAGE. The work should be
complete in approximately 30 days.
August 22, 2007
I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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6.549008T, etc.
Project Special Provisions
Erosion Control
Lee and
Moore Counties
Seeding And Mulching:
(4)
The kinds of seed and fertilizer, and the rates of application of seed, fertilizer, and
limestone, shall be as stated below. During periods of overlapping dates, the kind of seed
to be used shall be determined by the Engineer. All rates are in pounds per acre
(kilograms per hectare).
January 1 - December 31
50# (55kg) Tall Fescue
5# (6kg) Centipede
50# (55kg) Pensacola Bahiagrass
500# (560kg) Fertilizer
4000# (4500kg) Limestone
Slopes 2:1 and Steeper and Waste and Borrow Locations:
January 1 - December 31
75# (85kg) Tall Fescue
50# (55kg) Pensacola Bahiagrass
500# (560kg) Fertilizer
4000# (4500kg) Limestone
Approved Tall Fescue Cultivars:
Adventure Adventure II Amigo Anthem
Apache Apache II Arid Austin
Brookstone Bonanza Bonanza II Chapel Hill
Chesapeake Chieftain Coronado Crossfire II
Debutante Duster Falcon Falcon II
Finelawn Petite Finelawn Finelawn I Genesis
Grande Guardian Houndog Jaguar
Jaguar III Kentucky 31 Kitty Hawk Monarch
Montauk Mustang Olympic Pacer
Phoenix Pixie Pyramid Rebel
Rebel Jr. Rebel II Renegade Safari
Shenandoah Tempo Titan Tomahawk
Trailblazer Tribute Vegas Wolfpack
Wrangler
Add 10# (12kg) Kobe or Korean Lespedeza to the above mixtures May 1 - August 31.
R-0210C Sites 4 & 5
AS-BUILT SURVEY
An as-built survey will be submitted within sixty (60) days of completion of the project. The
as-built will document changes in the dimension, pattern, profile, vegetation plantings, and
structures installed of the constructed channel from the proposed design.
MONITORING
The following components of Level I monitoring will be performed each year of the 5-year
monitoring period: Reference photos, plant survival (i.e., identify specific problem areas
(missing, stressed, damaged or dead plantings), estimated causes and proposed/required
remedial action); visual inspection of channel stability. Physical measurements of channel
stability/morphology will not be performed. A monitoring reports will be submitted within
sixty (60) days after completion of monitoring.

R W ED
AUG 3 x 2007
DIV133,1 1N u' F HIGHWAYS
PDEA•OFEIDL GF NAB URAI ENVIRONMENT
August 28, 2007
Mr. Gregory J. Thorpe, Ph.D.
Environmental Management Director
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr. Thorpe:
Subject: EEP Mitigation Acceptance Letter:
R-0210A, US 1 (Vass Bypass), Lee County
The purpose of this letter is to notify you that the Ecosystem Enhancement
Program (EEP) will provide the compensatory stream and riparian wetland mitigation for
the subject project. Based on the information supplied by you on August 24, 2007, the
impacts are located in CU 03030004 of the Cape Fear River Basin in the Southern
Piedmont (SP) Eco-Region, and are as follows:
Warm Stream: 100 feet
Riparian Wetland: 0.03 acre
During the review of this request, it was noted that this project was not included
in the 2007 Impact Projection Database; however, EEP will provide the requested stream
and riparian wetland mitigation. Depending on the availability and projected need of
stream and riparian wetland mitigation in this cataloging unit, additional stream
mitigation may be required that was not included in the biennial budget submitted to.
NCDOT on April 2, 2007 (revised April 16, 2007).
EEP commits to implementing sufficient compensatory stream and riparian
wetland mitigation to offset the impacts associated with this project by the end of the
MOA Year in which this project is permitted, in accordance with Section X of the
Amendment No. 2 to the Memorandum of Agreement between the North Carolina
Department of Environment and Natural Resources, the North Carolina Department of
eR R
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 21699-1652 / 919-115-0416 / www.nceep.net
Transportation, and the U. S. Army Corps of Engineers, fully executed on March 8, 2007.
If the above referenced impact amounts are revised, then this mitigation acceptance letter
will no longer be valid and a new mitigation acceptance letter will be required from EEP.
If you have any questions or need additional information, please contact Ms. Beth
Harmon at 919-715-1929.
Sincerely,
6.
William . Gilmore, P.E.
EEP Director
cc: Mr. Richard Spencer, USACE - Wilmington
Mr. John Hennessy, Division of Water Quality, Wetlands/401 Unit
File: R-0210A
f
µSfAT[o
STATE OF NORTH CAROLINA
SEp '
1
4yFt4AN0DSA ? T? RQU? oO/
R A ?hr"h'
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDo TIPPETT
GOVERNOR SECRETARY
September 6, 2007
TO: S. Kenneth Jolly, Chief, Regulatory Division
U.S. Army Corps of Engineers
FROM: Gregory J. Thorpe, PhD, Manager,
Project Development and Environmental Analysis
SUBJECT: R-0210 Vass Bypass
REFERENCE: USACE Cease and Desist Letter, dated July 3, 2007
(received via email July 10, 2007)
NCDOT Response Letter dated July 20, 2007
USACE Letter dated August 13, 2007 (received on August 22, 2007)
NCDOT Response Letter dated August 27, 2007
Per the August 27th letter, the following items are attached:
1) Scope of Work and plans showing devices to be removed
2) Sediment and Erosion Control Plan,
3) Reforestation Plan,
4) Mitigation Site As Built Survey,
5) Mitigation Site Monitoring Plan, and
6) EEP Confirmation letter providing mitigation for 100 feet of stream impacts and 0.03
of riparian wetland impacts.
Furthermore, the NCDOT will not install any structures within the mitigation site
boundaries described in your August 13, 2007 letter unless and until (1) the USACE is
satisfied that all restorative actions have occurred and the NCDOT is in compliance with
the USACE Section 404 permit, and (2) the USACE agrees in writing to the installation
of such structures.
The NCDOT intends to use Division forces to perform the work. Per the September 5th
email from Richard Spencer (attached), the USACE has granted permission for NCDOT
Division 8 crews to take advantage of the current drought situation and begin the removal
MAILING ADDRESS: TELEPHONE: [phone] or LOCATION:
NC DEPARTMENT OF TRANSPORTATION 919-715-1335 PARKER LINCOLN BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 2728 CAPITAL BLVD. SUITE 240
NATURAL ENVIRONMENT UNIT FAX: [phone] RALEIGH NC 27604
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598 WEBSITE: WWW.NCDOT.ORG
of the fill material that is in violation of the Section 404 permit conditions. We believe
that these actions will bring the R-210 Vass Bypass project into compliance with the
Section 404 permit.
Sincerely,
?. 7? " /'WA
-(CPI/ Gregory J. Thorpe, PhD., Manager
Project Development and Environmental Analysis
Cc:
Richard Spencer, USACE
Scott McLendon, USACE
Tim Johnson, P.E., NCDOT Division 8
Art King, NCDOT Division 8
Deborah Barbour, P.E., NCDOT
File: R-210
David Henderson, P.E., NCDOT
Phil Harris, P.E., NCDOT
Randy Griffin, NCDOT
John Hennessy, NCDWQ
Brian Wrenn, NCDWQ
Ken Averitte, NCDWQ
August 22, 2007
A Mitigation Site Restoration
Subject: R-210A Mitigation Site Restoration
Date: Wed, 5 Sep 2007 15:22:22 -0400
From: "Spencer, Richard K SAW" <[e-mail]>
To: <[e-mail]>, <[e-mail]>, <[e-mail]>,
<[e-mail]>, "Timothy Johnson, PE" <[e-mail]>
CC: "Harris, Keith A SAW" <[e-mail]>,
"McLendon, Scott C SAW" <[e-mail]>,
"Jolly, Samuel K SAW" <[e-mail]>
To All
I just finished a telephone conversation with Tim Johnson, Division 8 Division Engineer, concerning the above
referenced mitigation site restoration project. We currently have a window of opportunity to begin restoration of
the mitigation site. We are currently in a major drought situation and this has resulted in dry conditions at the
mitigation site. Therefore, by this email, I am granting permission for Division 8 crews to take advantage of the
current drought situation and begin the removal of the fill material that is in violation of the permit conditions at the
above referenced site. The rip-rap material is to be removed by use of a trackhoe positioned on the roadway fill
slope and either placed on the fill slope or removed completely from the site. Exposed areas should be stabilized
by mulching or appropriate matting as soon as possible following disturbance. Further, it is my understanding that
the restoration plans for the above referenced site are forthcoming and will be delivered to me next week. I will
review and, if acceptable, respond to the submitted material in short order so that restoration work may continue
while we have the current window of opportunity.
Richard K. Spencer
Wilmington Regulatory Field Office
USACE
69 Darlington Avenue
Wilmington, NC 28402
[phone]
<<Richard K. Spencer (E-mail).vcf>>
Richard K. Spencer (E-mail) <Richard.K.Spencer ,saw02.usace.gLrn .mil>
Regulatory Project Manager
USACE, Wilmington Field Office
„F, 9/6/2007 9:02 AM
Scope of Work
Remove riprap structures (labeled as `AA, BB, and R') from Stations 28+75 (L) to 31+50
(L) with a trackhoe situated above the designated areas as much as possible. (see attached
Sheet 22). All work will be accomplished to minimize disturbance to the immediate and
surrounding areas.
Riprap removed from the jurisdictional areas will be placed on the adjacent embankment
slopes above the toe of the slopes and outside of jurisdictional areas. Riprap that can not
be placed on the embankment slopes will be hauled off-site and utilized off-site or
disposed of properly off-site.
The stream channel shown on the original USACE 404 permit and R-210C plans will be
reconstructed and re-vegetated. No work will be performed in areas that were not
disturbed after the original project completion.
Work will begin within one week of approval of the USACE. The work should be
complete in approximately 30 days.
August 22, 2007
I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = -
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I of 18 07/26/02
6.549008T, etc.
Project Special Provisions
Erosion Control
Lee and
Moore Counties
Seeding And Mulching:
(4)
The kinds of seed and fertilizer, and the rates of application of seed, fertilizer, and
limestone, shall be as stated below. During periods of overlapping dates, the kind of seed
to be used shall be determined by the Engineer. All rates are in pounds per acre
(kilograms per hectare). .
January 1 - December 31
50# (55kg) Tall Fescue
5# (6kg) Centipede
50# (55kg) Pensacola Bahiagrass
500# (560kg) Fertilizer
4000# (4500kg) Limestone
Slopes 2:1 and Steeper and Waste and Borrow Locations:
January 1 - December 31
75# (85kg) Tall Fescue
50# (55kg) Pensacola Bahiagrass
500# (560kg) Fertilizer
4000# (4500kg) Limestone
Approved Tall Fescue Cultivars:
Adventure Adventure II Amigo Anthem
Apache Apache II Arid Austin
Brookstone Bonanza Bonanza II Chapel Hill
Chesapeake Chieftain Coronado Crossfire II
Debutante Duster Falcon Falcon II
Finelawn Petite Finelawn Finelawn I Genesis
Grande Guardian Houndog Jaguar
Jaguar III Kentucky 31 Kitty Hawk Monarch
Montauk Mustang Olympic Pacer
Phoenix Pixie Pyramid Rebel
Rebel Jr. Rebel II Renegade Safari
Shenandoah Tempo Titan Tomahawk
Trailblazer Tribute Vegas Wolfpack
Wrangler
Add 10# (12kg) Kobe or Korean Lespedeza to the above mixtures May 1 - August 31.
R-0210C Sites 4 & 5
AS-BUILT SURVEY
An as-built survey will be submitted within sixty (60) days of completion of the project. The
as-built will document changes in the dimension, pattern, profile, vegetation plantings, and
structures installed of the constructed channel from the proposed design.
MONITORING
The following components of Level I monitoring will be performed each year of the 5-year
monitoring period: Reference photos, plant survival (i.e., identify specific problem areas
(missing, stressed, damaged or dead plantings), estimated causes and proposed/required
remedial action); visual inspection of channel stability. Physical measurements of channel
stability/morphology will not be performed. A monitoring reports will be submitted within
sixty (60) days after completion of monitoring.
o stem
PROGRAM
August 28, 2007
Mr. Gregory J. Thorpe, Ph.D.
Environmental Management Director
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr. Thorpe:
Subject: EEP Mitigation Acceptance Letter:
R-0210A, US 1 (Vass Bypass), Lee County

AUG 31 2007
DIVI S?l"N GF HIGHWAYS
PDEA-OFFIit GF I'A ORAL ENVIRONMENT
The purpose of this letter is to notify you that the Ecosystem Enhancement
Program (EEP) will provide the compensatory stream and riparian wetland mitigation for
the subject project. Based on the information supplied by you on August 24, 2007, the
impacts are located in CU 03030004 of the Cape Fear River Basin in the Southern
Piedmont (SP) Eco-Region, and are as follows:
Warm Stream: 100 feet
Riparian Wetland: 0.03 acre
During the review of this request, it was noted that this project was not included
in the 2007 Impact Projection Database; however, EEP will provide the requested stream
and riparian wetland mitigation. Depending on the availability and projected need of
stream and riparian wetland mitigation in this cataloging unit, additional stream
mitigation may be required that was not included in the biennial budget submitted to.
NCDOT on April 2, 2007 (revised April 16, 2007).
EEP commits to implementing sufficient compensatory stream and riparian
wetland mitigation to offset the impacts associated with this project by the end of the
MOA Year in which this project is permitted, in accordance with Section X of the
Amendment No. 2 to the Memorandum of Agreement between the North Carolina
Department of Environment and Natural Resources, the North Carolina Department of
? tv1'c Ova,- S ?` az'-P eDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
Transportation, and the U. S. Army Corps of Engineers, fully executed on March 8, 2007.
If the above referenced impact amounts are revised, then this mitigation acceptance letter
will no longer be valid and a new mitigation acceptance letter will be required from EEP.
If you have any questions or need additional information, please contact Ms. Beth
Harmon at 919-715-1929.
Sincerely,
William . Gilmore, P.E.
EEP Director
cc: Mr. Richard Spencer, USACE - Wilmington
Mr. John Hennessy, Division of Water Quality, Wetlands/401 Unit
File: R-0210A
2 d SaNU-113M-0MG:3WUN 268922Z6T6:-131 8T:9T NOW Z002-a2-9nu
08-19-200T 22:Od F?OU-S1lP T-121 P.oo6iuun r-uao
DEPARTNMNT OF THE AXtW
WnXMarON DY$9CR'CCr, CORPS OF XNGEMRs
P.O. BOX 1890
WnLMMG'rON. No17'l H CAROLYNA 28402-1890
Yra August 13, 20.07
?trxolnoH o1+.
Regulataxy Division
Action ID 1993-00570, US 13mprovanaents, M00re/L40 Counties, North Carolina, State Project
Number U560302, TIP NO. R-210-AL
Dr. Gregory I. Thorpe. PhD, M3a9er .
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Centex
Raleigh North Camliuna 27699-1548
Dear Dr. Thorpe:
This is in, response to your letter dated July 20, 2007, concerxung the non-comrpliance of
Department of Army (DA) peulnit conditions for the mitigation site at R-21 QC sites 4&5,
centerline stadon 2gt75 through 31- 50. In my letter dated 3 July 2007,1 idantifxed tluee
corrective actions in wbdoh to brims; the project into compliance with the issued DA permit, Z
have listed the correctivo actions below for your convede s.
1. A scope of work for the removal of the Vauthorized structures and complete
restoration of the mitigaAon site shall be submitted to this office wiflik 30 days of
receipt of this letter. The scope of work shall include a plan indicating the methods
to be used to remove the rip-rap portions of the structure and restoration of pre-
dimbed contours.. The scope of work shall include a plan fbr controlling sediment
and erosion within the work area soy that there is not an appreciable release of
sed=ent to the down gradicat receiving waters and that any discharge of dredged
material will meet the State ofNorth Carolina's efluent sUndards. The scope of
work shall include the restoration of vegetatiQn that was present before the,
unautha died ronstructiou a11d a work schedule for completion of each phase of the
t oTk, The work schedule shall also include the timing for the removal of all
erosion and sediment control measure and a five year monitoring plan to commence
upon: completion of the restoration project. The scope of work shall also include an
as-built plait of the restoration, including wetlands and buffer. The stream channel
survey should match the as-built cb nel sttrvesy plan for the ori&lal mitigation site
as rewired by Special Condition 2.b.ii. No work shall be undertaken wil the
Corps of Engineers has approved the restoration scope of wor'k and schedule.
2. All sediment and erosion control meastres placed in the mitiSatiozi site aba11 be
removed, and natural grades in those areas shall be restored prior to project
completion.
ti0/?7,0 39Vd HONV69 03HS QNV 13M 3T96EEL6T6 03:91 L003/03/80
2 'd
00-19-200T 22:04
FROM-SP
SONU-U3M-JM0:3WUN
-2-
268922Z6T6:331 6T:9ti NOW Loo2-03-9nu
1-ILI r•VVI(YPP r-wow
3. Mitigation for l00 linear feet of diswbed siream ch tel aad 0.03 acres Of
disturbed wetlands that have occurred as a result of the unauthorized activity shall
be provided by payment to the forth Caroline Ecasystem Enhancement I rograrm
(NCEEP) is an amongst deteunined by the NCEEP sufficient to perform 2001inear
feet of warm water•streasn and 0.06 acres of riparian wetlands mitigation is the
Cape Fear River Basin, The NCDQT shad, within 30 days of the issue date of dais
letter, certify that sufficient funds have been provided to EEP to complete the
required mitigation.
It was fnrrher requested that you indicate your intentions and willingness to implement Ebe
corrective actions mentioned aboye and bring the project back into canxpliancc. Your lattxr of
July 20, 2007, only partially addresses whAi was requ,estcd.
Since no member of my staff or I attended the field meetins held on June 29,2007, 1 can
neither comment on not accept any concession that may have been avreed upon at that meeting.
1 roaogaizc that soil instability will be an issue with the restoration of this mitigation site,
However, T will reiterate that a complete restoration is required and you must implement what
ewer measures necessary to control sedim=mdon and erosion, including butt not necessary
limited to diverting stream flow around the restoration work and working in the dry. Until the
restoration work has been completed and the project deemed in compliance with permit
conditions, the consideration of auy proposed work or st uctures that would be located within the
mitigation site would be inappropriaib. Further, any proposed work or strictures looted outside
the mitigation site and outside any juxisdictiional area would not requixe Department of the
Army authorization or approval. For, clarification, the mitigation bowdaries on ibis site would
be from the toe or the Ell slope to the edge of the right-of-way and from centerline station 28+75
to 31+50.
As you know, the )FAmington District has accepted on site mitigation at a one to one
mitigation ratio and without imposing consexv'ation easements brcause of the implied
commitment by NCDOT to protect. the mitigation sites within the highway right-of--way in
perpetuity. The failure to diligently Ulfill this Comnzitznemt byNCDQT may jeopardize the way
the Wilmiugton District will evaluate these on-site proposals in the fixture.
Your prompt attention and response to the issues identified in this letter is zequir'ed and wr
again request that you confirm your i aentions and willingness to implement the corrective
actions mtmtioned above within 10 days after receiviug this letter. If you fail to act on the
matters as prescribed above to resolve the anon-compliarcc issue, I 'Will consider seeking
itamediate legal action. ,Additionally, as you may recall from my fuly 3, 2007 letter,
administrative penalties are also being considered against you for your failure to comply with the
conditions of the issued Department of the Army permit.
b0/60 39Vd HONVdS OZHS QNtt 13M ZT9666L6T6 0Z:9T L00Z/0Z/80
t, 'd SGNU-113M-0MO:3WUN
0819-2007 2248 FitOMPp
-3-
268922L6ti6:-131 6Z:9ti NOW L002-02-9nu
1-121 P.000/008 F-006
Shouid you have any questions or wish to discuss this matter Ruthe', Please ao t
Richad T, Spencer at the Wilnaia;tvn Field Office, RegWatoxy Division, at telephone (910) 251
4172.
Sincerely.
S, Kenneth lolly
Chief, RegUlatory Divism . -
Copies Am shed:
W. F. Rosser, Fly
State Highway Administrator
North CawYma Department of T2ansportatifln
1536 Mail Sar%ice Center
Raleigh, North Carolina 27699-15136
Mr, xo11n Hennessy
North Carolina Dcpt. of Environment & Natara l Resources
Div. of Water Quality
Mail Service Center 1650
Raleigh, North Cu lina 27699-1650
hdr. Brian 11V=n
North Carolina Dept. of Eavilromnant & Natural RasourcaS
Div. of Water Qu.alitY
Mail Service Center 1650
Raleigh, North Carolina 27699-1650
ZV. Avaette
Carolina Dept. of S viroru =t & Natural Res==
of 'water Quality
225 Green Street, Suite 714
><ayettovillc NC 2$115
)&. Art Ding
rhvim= Favirona0imul Of (i=
North Carolina Departmeat of Transportations Diviaion 8
P.O. Box 1067
Aberdeen, North Carchna 28315-1067
b0/b0 39Vd HONVdE OZHS QNV 13M ZT96CEL616 0Z:91 L00Z/0Z/80
[Fwd:. Vass bypass modification]
Subject: [Fwd: Vass bypass modification]
From: John Hennessy <[e-mail]>
Date: Mon, 21 May 2007 10:11:39 -0400
To: Brian Wrenn <[e-mail]>
Subject: Vass bypass modification
From: Brian Wrenn <[e-mail]>
Date: Wed, 03 Jan 2007 10:35:41 -0500
To: "Deanna R. Riffey" <[e-mail]>
CC: John Hennessy <[e-mail]>, Paul Rawls <[e-mail]>
Deanna,
I have a couple of comments regarding the modification request submitted Dec. 18,
2006 for the Vass Bypass modification.
1. Direct discharges of stormwater at Stations 29+10 L (Site AA) and 31+10 L (Site
BB) - The proposed corrective action places a rip-rap berm in the buffer of a stream
relocation for which DOT was given mitigation credit. DWQ has concerns with placing
hardening structures in the buffer of an on-site mitigation project. We would like
to discuss other options for correcting the direct discharge of stormwater.
2. Attachment B plan drawings - DOT describes the structures to be installed in the
narrative and provides typicals for the planned structures, but does not show the
structures on the plan drawings. Please provide to scale drawings of the structures
on the plans showing the fill and excavation limits in relation to the existing
facility, stormwater management structures, and jurisdictional waters.
3. Attachment C Storage Volume Caculations - DOT has provided the available storage
volumes for the proposed structures. However, it unclear if the available volumes
are equivalent to the required 2,600 gallon storage volume plus the 2-year storm flow
(per the March 15, 2005 guidance). Please provide the necessary calculation to show
that the proposed storage volumes are adequate.
Please provide a response within two weeks to these comments. If we have not
received a response within two weeks, we will place the request on hold. Thanks.
Brian
Content-Type: message/rfc822
Vass bypass modification
Content-Encoding: 7bit
5/21/2007 10:28 AM
Surface Water Protection Section

TRANSMITTAL SLIP DATE
t l o

FROM:
Paul Rawls
ACTION
? For Your Information ? Prepare Reply for my signature
? Note and Let's Discuss ? Take Appropriate Action
? Per Our Conversation ? Per Your Request
? For Your Approval ? For Your Comments (written)
? Investigate and Report
?
Please take action noted by:
Comments:
S
y, R
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
iN%iICHAEL F. EASLEY
GOVERNOR
NC Department of Environment and Natural Resources
Division of Water Quality - Surface Water Protection
Attention: Mr. Paul Rawls, Section Chief
1617 Mail Service Center
Raleigh NC 27699-1617
Subject: Request for Section 401 Modification for US 1 Vass Bypass, Moore/Lee
County; TIP No. R-0210WM; Federal Aid No. NHS-1 (108); State Project No.
6.569005T; Division 8; Debit $475.00 from WBS 34330.4.3.
Dear Mr. Rawls:
The North Carolina Department of Transportation (NCDOT) was issued a 401 Water
Quality Certification (WQC) by the North Carolina Division of Water (NCDWQ) on July
19, 2002 for the US 1 Vass Bypass in Moore/Lee Counties. Since issuance of this 401
WQC, numerous correspondence has been exchanged between the NCDOT and
NCDWQ. Notable correspondence includes the Notice of Violation dated May 5, 2003
and an Assessment of Civil Penalties dated February 10, 2005. The purpose of this letter
is to request a modification of the 401 WQC per the Settlement Agreement and
Withdrawal Petition (SAWP) dated October 15, 2006. There are no changes to
jurisdictional impacts as a result of the new design changes. Please find enclosed
Attachments A - Summary of Emergency Spill Control Measures and Devices, B -- Plan
sheets, and C- Storage Volume and Calculations of Storage Volumes.
Items #1 and #2 of the Settlement Agreement and Withdrawal Petition
December 18, 2006
LYNDO 'IIP DF..TT
S'EC'RETARY
p?cEUE
Q'? l s I2DQ6 I FOj
DENR - WATER QUALITY
SURFACE WATER PROTECTION SECTION
On November 17, 2006, the NCDOT took action on Item #1 in the SWAP. The NCDOT
made its payment of $12,284.28 to the North Carolina Department of Environment and
Natural Resources. Additionally, the NCDOT provided a list of items in the spill kit to
NCDWQ.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
NATURAL ENVIRONMENT UNIT
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone], 34, or
919-715-1335
FAX: [phone]
LOCATION:
PARKER LINCOLN BUILDING
2728 CAPI SAL BLVD. SUITE 240
RALEIGH NC 27604
WEBSITE. VVVWV.P-XL)01.0RG
Item #3 of the Settlement Agreement and Withdrawal Petition
In accordance with Item #3 of the SWAP, the NCDOT agrees to install emergency spill
control measures and devices that were listed in Attachment A of the SWAP.
Item #4 of the Settlement Agreement and Withdrawal Petition
In accordance with Item #4 of the SWAP, the NCDOT submits this 401 WQC
modification request. In Item #4a of the SWAP, the 401 WQC modification request had
to include a complete list of station numbers where emergency spill control measures and
devices will be constructed. This information is found in Attachment A of this letter. In
this attachment, the NCDOT lists all emergency control devices referencing the list from
Attachment A of the SWAP with the location of the sheet number and reference
identification on the plan sheet plan view. This information complies with Item #4a of
the SWAP.
The following summarizes how NCDOT has resolved the direct discharge of stormwater
that NCDWQ raised in the settlement:
At Station No. 29+10 Left (Site AA) and 31+10 Left (Site BB) on Sheet 22 TIP
No. R-210 WM, the NCDOT will construct an energy dissipation pad at the pipe
outlet which will flow into a grassed swale. Notes have been included on the plan
sheet to describe this work. A typical of the swale is included in Attachment B,
Sheet 2, of this letter.
At Station No. 77+20 Right (Site CC) on Sheet 13 of TIP No. R-21 OWM, the
NCDOT will eliminate this direct discharge by constructing a pre-formed scour
hole. There is restricted access at this location. This work will be by hand due to
the high fill, guardrail and the adjacent wetlands. Notes have been included on
the plan sheet to describe this work.
• At Station No. 81+90 Left (Site DD) on Sheet 15 of TIP No. R-210WM, the
NCDOT will eliminate this direct discharge adding 20 feet of high density poly
ethylene (HDPE) to the existing pipe. This will allow discharge outside the
buffer. Notes have been included on the plan sheet to describe this work.
At Station No. 94+60 Left (Site EE) on Sheet 17 of TIP No. R-21 OWM, the
NCDOT will place additional Class I rip rap at the outlet of the 36-inch RCP to
deflect flow away from opposite stream bank. Notes have been included on the
plan sheet to describe this work.
In Item #4b of the SWAP, the NCDOT must include in the 401 WQC modification
request to-scale drawings and designs of the proposed emergency spill control measures
at each location including the storage volumes and calculations of the storage volumes
where applicable. Attachment B of this letter includes to-scale drawings and designs of
these emergency spill control measures and devices.
2
In Attachment C of this letter are the storage volumes and calculations of the storage
volumes where applicable. This action brings NCDOT into compliance with Item #4 of
the SWAP.
Summary
The NCDOT requests the NCDWQ to modify the 401 WQC for the Vass Bypass (TIP
No. R-210). The NCDOT submits this 401 modification request to comply with Item #4
of the Settlement Agreement and Withdrawal Petition dated October 15, 2006.
We appreciate your prompt attention to this request. If you have any questions regarding
this letter or its appendices, please contact Ms. Deanna Riffey at [phone].
Sincerel ,
dr Gregory J. orpe, Ph.D.
Environmental Management Director, PDEA
W/attachments
Ms. Coleen H. Sullins, NCDWQ Deputy Director
Mr. John Hennessy, NCDWQ
Ms. Deborah Barbour, P.E., Director of Preconstruction
Mr. D. R. Henderson, P.E., Hydraulics Unit
Mr. Jay Bennett, P.E., Roadway Design
Mr. Art McMillan, P.E., Highway Design
Mr. Don G. Lee, CPESC, Roadside Environmental Unit
Mr. Tim Johnson, P.E., Division 8
Mr. John R.G. Olinger, P.E., Division 8
Mr. Art C. King, Division 8
File R-0210
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