20010404 Ver 3_Application_20061218

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION wAT~R F
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MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
December 18, 2006
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
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On November 17, 2006, the NCDOT took action on Item #1 in the SWAP. The NCDOT
made its payment of $12,284.28 to the North Carolina Department of Environment and
Natural Resources. Additionally, the NCDOT provided a list of items in the spill kit to
NCDWQ.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
NATURAL ENVIRONMENT UNIT
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone] or
919-715-1335
FAX: [phone]
LOCATION:
PARKER LINCOLN BUILDING
272$ 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. Atypical 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-210WM, the
NCDOT will eliminate this direct discharge by constructing apre-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/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

Attachment A - Summary of Emergency Spill Control Measures and Devices -Location and Site Identification
TIP No. R-210 WM
R-210
Section Settlement
Sheet No. Settlement
Site No. Station
Number R-210WM R-210 WM Emergency Spill Control
Sheet No. Id Measure or Device
A 7 1 23+10-Rt- 5 No id HSCB -alread constructed
9 3 31 +70-Rt- 6 No id HSCB -alread constructed
33+70-Rt- 6 No id HSCB -alread constructed
10 3 & 4 34+g0-Rt- 7 No id HSCB -alread constructed
36+00-Rt- 7 No id HSCB -alread constructed
36+30-Lt- 7 No id HSCB -alread constructed
14 10 52+60-Lt- 8 A Sandba Stock ile
52+50-Rt- 8 B Sandba Stock ile
16 15 60+50-Lt- 9 1 mHSCB
61+50-Lt- 9 C Sandba Stock ile
17 61+10-Rt- 9 D Sandba Stock ile
16 63+20-Lt- 10 E Sandba Stock ile
65+20-Lt- 10 F Sandba Stock ile
18 17 67+20-Lt- 11 G Sandba Stock ile
68+10-Lt- 11 I Sandba Stock ile
67+80-Rt- 11 H Sandba Stock ile
20 18 & 20 75+g0-Lt- 13 2 mHSCB
77+00-Lt- 13 3 mHSCB
77+20-Rt- 13 4 mHSCB
77+20-Rt- 13 CC Direct Dischar a of stormwater shall be eliminated.
75+00-Rt- 13 5 mHSCB
21 21 79+00-Lt- 14 6 mHSCB
79+50-Lt- 14 J mHSC6
22 22 81+g0-Rt- 15 7 mHSC6 for Lateral ditch
81+90-Lt- 15 DD Direct Dischar a of stormwater shall be eliminated
23 22 86+30-Rt- 16 8 mHSCB for Lateral ditch
24 25 91+50-Lt- 17 K Sandba Stock ile
94+60-Lt- 17 EE Additional outlet rotection shall be rovided for stormwater i e
B 14 9 140+40-Lt- 18 L Sandba Stock ile
140+80-Rt- 18 9 mHSC6 for Lateral ditch
15 9 141+40-Lt- 19 M Sandba Stock ile
141+40-Rt- 19 N Sandba Stock ile
18 153+15-Lt- 20 O Sandba Stock ile
C 4 3 20+80-Lt- 21 10 mHSCB
20+60-Lt- 21 P Sandba Stock ile
7 4 & 5 31+60-Rt- 22 11 mHSC6 for Lateral ditch
29+10-Med- 22 AA stormwater flow will be directed into constructed rass swale rior to dischar e
30+50-Rt- 22 O Sandba Stock ile
31+10 22 R Sandba Stock ile
31+10 22 BB stormwater flow will be directed into constructed rass swale rior to dischar e
8 5 31+80-Lt- 23 12 mHSC6 for Lateral ditch
9 6 38+50-Lt- 24 S Sandba Stock ile
39+20-Lt- 24 T Sandba Stock ile
12 10 48+40-Lt- 25 U Sandba Stock ile
49+00-Rt- 25 V Sandbag Stockpile

Attachment C - Storage Volume and Calculations of Storage Volumes
TIP No. R-210WM
Project
Section Project
Station No. Volume Required
Cubic Yards Volume Available
Cubic Yards
R-210A
60+50 Lt 222.8 360
75+80 Rt 78.7 1095
77+00 Lt 37.7 39
77+20 Lt 106.4 150
75+00 Rt 916 1019
79+00 Lt 106.4 150
81 +80 Rt 33.3 39
86+30 Rt 44.4 50
R-2106
140+80 Rt 94.5 260
R-210C
20+80 Lt 123.4 193
31 +60 Rt 55.4 226
31 +80 Lt 250.9 277

See Sheet 1-A For Index of Sheets
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AIKEN RD.
SR 2175
MOORS fry LEE COUNTIES
LOCATION WETLAND MITIGATION SITES FOR US 1 FROM
I,AKEVIEW IN MOORS COUNTY TO SANFORD IN
LEE COUNTY.
TYPE OF WORK: STORMWATER DEVICES
CAMP EASTER RD,
SR 1853
CONNECTOR EXIST. US 1
JAMES ST.
SR 1864
MAIN ST.
NC 690
CYPRESS CH, RD.
SR 2005
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PINEYWOOD CH. RD
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ROCKY FORK CH, R
SR 1179
PROJECT LENGTH

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SE PLANS ARE IN METE
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LD LIFE Rp
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TO SANFORD
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STATE OF NORTX CAROLINA

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PROP. SANDBAG STOCKPILE

-DETAIL IB-
STA, 60+50 Lt, (R-0210
Top View
Tie into Fill Slope
n \

NU)JlCf P.!lEIBlC! ND. 6Htl~ N0.
R-0210 WAI 27
RM' SN&T N0,
ROADWAY DBIfiN HYDRAUHCd
lNGIN@R g~O~Nl9{
A)
Fence
Section B-B
m
v
d
N
V
T
r
m
N
m
~-. Tie into Natural Ground
1,
~~ „~ Bottom of Basin to be the some elevation as ditchline
R

~ ~ ~ I ~ ` •4 ~ ~ i ~ ~
j ~ I ~ I ~ ~ \
\
Existing FiI151ope Existing C/A Fence

o
o / i
~
i n o
0
/. w / , IV
to Not To Scale
20 Be in Excavation approximately
5' ~rom base of existing toe of Fill
Excavate
o~
i;a
I~IIII I I om i u uni uuuu miinn i umno uuuum( muuunn~nn,.,...............

-Detail#3-
STA, 77+00 LT, (R-0210A)
Top l/iew Front
Tie into Fill Slope
24° Pipe
Existing Ditchline
Flow Direction

I
61
N
N
0
Ln
Q~
0
300'
Tie into Natural Ground
C/A Fence
Profile l/iew
Existing Ditchline
B
B `^
N 2e` ~°/
r L! 1
D -------------~~ ------~4~~ P~p~------~`
L
9
a Flow Direction
m
' 20,00`
Bury Invert of 24° Pipe 6' 20' ~ 24' Pipe
o below existing ditchline

Existing Fill Slope
0
Existing Ditchline
i~
~,~~.
view
~~~~
Sao'
C/A Fence
Existing Noturoi Ground
Bury Invert of 24'RCP 6'
below existing ditchline
NOtGS
I° Install Dike 50` South of 29" RCP at Sta° 77+16
2° Not To Scale
3° Existing Ditchline is located 89' from EOP of US-I

-Detail #4-
STA, 77+20 LT, (R-0210A)
Top View
24" Pipe
Existing Ditchline
Flow Direction
Tie into Fill Slope

01
0
N
300'
Tie into Natural Ground
Profile View
C/A Fence
Front
Existing Flll Slope
lP
M
Existing Ditchline
lNGINEm! i 91GINlR
View
300'
C/A Fence
Existing Natural Ground
Bury Invert of 24' RCP 6'
below existing ditchline
Existing Ditchline
N 2 e\
m e/ I n
m u
n
~ I I /
T -------------~~ -----24~~ Plpe ------~-~ i,
r
d
m Flow Direction Note s
m
20,00 to Install Dike 15' North of 24" RCP at Stao 77+16
~' 20 Not To Scale
Bury Invert of 24' Pipe 6' 20' ~ 24' Pipe
'a below existing ditchline 3o Existing Ditchline is located 80' from EOP of US-I
~E

-Detail #6-
STA, 79+00 LT, (R-0210A)
Top 1/iew Fr
ont 1/iew
24"Pipe
Existing Ditchline
Flow Direction
Tie into Fill Slope

Tie into NaturalGround
Profile View
-- - _, _..
Existing Ditchline
r;
m
2'~ 2 ~
t -------------~~ -----~4~~ Fipe - - -~~
a Flow Direction
m
m 20.00'
9
r
' Bury Invert of 24' Pipe 6' 20' ~ 24' Pipe
a below existing ditchline
0
`S
N
I~
Cb
C~
300'
C/A Fence
Existing FiilSlope
lS~
Existing Ditchline
i"
~~
~~~
300'
CIA Fence
Existing Natural Ground
Bury Invert of 24' RCP 6'
below existing ditchline
NOt2S
to Install Dike 25' South of 72" RCP at Stao 79+20
20 Not To Scale
3, Existing Ditchline is located 75' from EOP of US-I

-Detail #8-
STA, 86+30 RT, (R-
Top View
Tie into Fill Slope
24" Pipe
Existing Ditchline
I
-------- - ---------
Flow Direction C
I
I
I
~~_ _I_ _,,,.,,..
Tie into Natural Ground
Profile View
4,0'
Existing Ditchline
9
~ ~ c\ a~/
Q
' 24" Pipe
a -----
o - - - _ - - - ~ / ------
%I Flow Direction
m
20.00'
v 20' @ 24' Pipe
O
ct"
nv~ onto nu.
R-0210 WM 34 i
eNUr+ea
0210A)
Front View
Existing Ffil Slope
i"
Existing Ditchline
Notes
to Install Dike 120' South of 15" RCP at Sta, 86+60
20 Not To Scale
3e Existing Ditchline is located 48e5' from EOP of US-I
Existing Natural Ground

-Detail #9-
STA. 140+g0 Rt, (R-0210 B)
Top View
Section A-A
a.
Tie into
O
M
Profi e View
Existing Ditchline
N ~/ Q
9
B
N
24° Pipe
r
m Flow Direction
N 20.0'
m
'~ 20' ~ 24' Pipe
Existing Fill Slope
Section B-B
NC! N0,
w~/
SFI&T N0.
3.0'
ti o~
----. --
---
Existing FiIlSlope
Existing Natural Ground
Existing Ditchline
Notes
I. Install65' South of 42" RCP at Sta. 141±05
2. Not To Scale
3. Remove Class B stone for pipe installation
4. Existing Ditchline is located 50.0' Rt, of US-I EOP
Tie into Fill Slope
Existing Natural Ground
Existing Ditchline

-Detail #10-
STA, 20+80 LT, (R-0210C)
- Top l/iew
Tie into Fill Slope
29" Pipe
Existing Ditchline
I
-------- -i_ --------- _
-------- - --------
Flow Direction C
I
I
I
_ •._ J_ ,.~_..
-,.
Tie into Natural Ground
Profi e View
- 4,0'
~, Existing Ditchline
N e/
2'~ ?
m O
_ m
_ a
N ~e
.' 24" Pipe ~ V
L
m Flow Direction
a 20,00'
m
~;
°' 20' @ 24' Pipe
Ln
N
Front
Existing FIII Slope
Existing Ditchline
i
i'
l/iew
~~
B1GINlBI
NOteS
I, Install Dike 40` South of 30" RCP at Sta, 21+90
20 Not To Scale
3, Existing Ditchline is located 38' from EOP of US-
Existing Natural Ground

-Detail #II-
STA, 31+60 Rt, (R-0210 C)
Top 1/iew
Tie into
O
Section
Existing Fill Slope
SNff(N0.
A-A
Section B-B
a
N
B
M
L
m
Profi e l/iew
Existing Ditchline
Flow Direction
o~`
l ~o~
0
_______ ~ 24°Pipe . ~
20.0'
20' ~ 24' Pipe
i.o'
• .. . 1
.~~
Existing Ditchline
Existing Natural Ground
Existing Ditchline
BJgN[9l
Notes
I. Install Dike 25' South of 42' RCP outlet at Sta. 31+80
2. Not To Scal
3. Existing Dicthlin is located 30' from Service Rd. EOP
Tie into Fill Slope
n
Existing Natural Ground
Existing Ditchline

4>
Top l/iew
-Detail #12-
STA, 31+80 RT, (R-0210 C)
Tle into Fill Slope
24" Pipe
Existing Ditchline
I
-------- -I- ---------
Flow Direction C
l~~_ ~I
Tie into NaturclGround
Profi e View
4,0'

m
` Existing Ditchline
D
9
J 2°\ 2/
~ O
S
" _ -' 24"Pipe ~. ~
m _
I Flow Direction
a I I / 20,00' I
20' ~ 24' Pipe
O
0
~9
O
N
M
Front View
Exlsting Fill Slope
Existing Ditchline
i~
N0.
@lGINlR
NOteS
I, Install Dike 60' North of 42" RCP at Sta, 31+60
20 Not To Scale
3o Existing Ditchline is loacated 48' from Service Road EOP
Existing Natural Ground