20010404_Post 401 Correspondense - Vass Bypass R-210_20100726

PROJECT REFERENCE N0, SHEET N0,
~ R-2 IOB 5
~ i I wca-- - ~ HIGHWAY DESIGN HYDRAULICS
i ~ , ~ ENGINEER E ~ NGINEER
~
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i
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~ +60.000 -L- ~ ~
1 150.000 lL~T) /
~ 1 +50.000 -L- /
1 ~ ~ ~ 50.000 (LT) ti. 22 Q
~ I I ~ JAMES F, ROBERTS
PROP. ~ ~ + 'V' TAIL DITCH i - DB 251 PG 21 9 W I
SEE DITCH DETAIL 'L' ~ ~ +55.000 -L- I _ ~ o`~ DB 388 PG 51 9 ~t ~ . ~ , o
~ 000 (LT) MALLORY W. HAf,BOUR NI M
+ io.ooo -L- ~ ~ ,.;:3 ~ DB 196 PG 466 ' ~ / DRAIN POND &
I 50.000 (LT) ~ / o~ REFILL AFTER CONTSRUCTION +35.510 -L- ~ SEE DITCH DETAIL
ll 2I 45.000 (LT) +20.000 -L- l
s + - E DE 00.000 L- TpE-TDE TD ~ / 45<000 (LT)
45.000 (LT) ' ' ~ ~ of C l~ w t ~ ,
~ A " - ~ ~ ~ I ROP. R/W HORD) '
~ -BL-258 EST. 4.5 m 1~ONS ~ I
- + ~ CLASS 'B' RIP RAP ~ STA.100 91.982 (26.276 ,982 (26.276 LT) ~ , A
. Riw 3 PROP ~ W/ I m FILTER FABRIC EST.2.7 m TONS A - TONS ~ ~ ,
CLASS B RIP RAP ~ W/ I mz FITRFAF _ 0 L E B SIP RAP 3 ~ FILTER FABRIC ~ p
/ T \ = I AXLE ROp F ~ +80.000 -L-
~ _ - F -BL-257 ~ r ~ - - ~ ~ ~ 25.000 (LT)
-L- STA. 99+96.59 I (38.240 LT) ~ - - _ q
~ F ~ --1-- F
r I ~ ~ ~ E - 1 !0 I . i - ss,° ~ / 39
BREACH DAM ~ 7 r ~ & DRAIN POND o, q3"~_ ~ F
~ I POND ~ ~ ,1i I
~ ~ ~ cv v~ - I W/ PROP
N~ ~ I ~ , CAT I 11 2G /W E ~ ~ - o_ FLAT GRATE
~ I ~ , ° E ~ o ~ 8:1 375 RCP O O N
0 0 - i O ~ O
~ ° ~ o - +6 EGIN Q SEE FALSE SUMP ~
0 N ~ p N = FA E GUIDERAIL , ~ N r- DOUBL ~ o SHOULDER ~ - R z N N o f- Q BE M GUTTER
~ W + r =a ~ ~ DO BL W -I- E FACE. GUIDERAIL N F
SEE FALSE SUMP 2G1(EXTRA DEPTH) 6 ~ I 2G1 g ~ W
~ ~ _ ~ o DETAIL III _ US ~ _ (EXTRA DEPTH) 8 - - d US o = O
~ Z -L _ - O Q ~ ~ - °
v O ~ Z w ~ ~ ~ N 40 ~ 3/ 5 0 2.7E
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~ ~ / ~ , IL C
~ / / C ~ _ _ : o r ; i~ lfl
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- ~ +48.000 L- 35.510 L /
/ 45.000 (RT) 45.000 (RT) ~ (RT)
oP• iw A ~ ~ ~ C
_ PR j Of \ f O
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TOF ~ ,~o ~ ~ ~ 45.000 (RT) " ~
FUTURE WIDENING ~ ~ \ ~ ~ ~ ~ ~ ~ , ~ ~
/ . ~ ~o ` 1 `\I 7~ O O ~ 11
T ~ / +29.390 -L- ~ BUU 1 t \ 1 1 V
/ MALLORY W. HAR R BEGIN PROP. R/W o~ ~ , 1 ' I O 1~,f,~J 1 1
BEGIN PROP. C/A F ~ DB 196 PG .66 ~ ~ V ~ 1'
BEGIN PROP. FENCE ' ~ 1 I I~ I ~ 1
45.000 cRT) to - 2 ~ ,~o J I I
I 1 /~~.I
TDE +27.000 -L- 1 1 ~ - ~ 1 1 /Llf
80.500 (RT) I I '1 I i~
+ 17.000 -L- ~ ~ o ~ ~ -w'
+ 80.500 (RT)
CAROL PRESNELL L~
DB 352 PG 48
s~ 's 0
ca9. y
s~ F
w J
_f
-L -
Pls Sta 96+3T...355 P! Sta 99 P! Sta 99+04,527 Pls Sta 101 +66.181
F = 2° 06' 30.5" D = 21° 2' D = 21° 25' 41.8" (RT) F = 2° 06' 30.5" SUNGATE DESIGN CROUP
~s = 92.000 L = 46T.~ L - 467.493 Ls - 92.DDD 915-A Jones Franklin Rd. Raleigh, N.C. 21606
W ST = 30,6T l T = 236 T = 236.510 ST = 30.671 [phone] 1919) 859-6258 IFaX1
~T = 61.338 R = 1,25 R = 1,250.000 LT = 61,338
= FOR -L- PROFILE, SEE SHEET 38 eaRaARa H.MULKEY ENGINEERING, INC.
Se = 0.0: Se 0.05 FOR DITCH DETAILS, SEE SHEETS 2-H & 2-I ?'<;< ,
D.S. = IlD D.S. = IID km/h FOR DETAIL OF EMBANKMENT N POND, SEE SHEET 2-S P.O.BOx 33127 Raleigh, N.C. 27636-3127
W Q [phone] [phone] (FAX)
0
DS2O33O5 Wednesda A ri116 2003 tOS.m
Y p p

- -
~ PROJECT REFERENCE N0. SHEET N~4 -TDE~TDE--TDE ~ ~
_ E--TDE-TDE \ R-2IOB b TDE TD ,
~ +52.000 -L- ~ E~TDE-TDE - ~ \ \ HIGHWAY DESIGN HYDRAULICS
` T 138.000 (LTI 95.000 of 125. 0 (T) +55.000 -L- ~ ~ ENGINEER ENGINEER F \
r`Y'- w 130.OO,aZLT)
~ ~ ' l \ °c^ ~ 5 0 \ 10
` of ,~rnt-~'- -v.~' / ~ 1 ~
~ o ~ F ~ , o ~ 0 m \
~ ~J i I ~ + 65.000 L
. T W I CONST.REU. ~ o 114.000 (LT)
~ of o m
\ I JAMES F. ROBERTS ~ ~ R/W REV. 05/22/00
~ ~ ~ DB 251 W I ra P G 21 9 0 ti~ ) m
~ ~ F DB 38 G 8 P 519 ~ G,~~b ~•p ~
O ~ ~ ~ ~ ~ ~ '~.I
22 +90.000 -L- W ~~e I O i O \ o m
O 0 0 , F 85.000 tLT) ~ ~ ~ ~ ' ~
O ~ ~ O e ' ~ ~.1 ,n, 0 7;.1 ~ m ~
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REFILL AFTER CONSTRUCTION ro 65.000 tLT) \ SEE DITCH DETAIL ~ - F ~ ' r^ \ / J - X

~ 'v ~ ~ ~ ~ F ~ X o m
~ roF
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+64.000 -L- +04.000 -L- ~ ' ~ ~ + - -~P - 60.000 -L 25.000 (LTI & 2 5.000 (LT) & ~ , " ~ \ FILL POND TO NATURAL ~ GROUND AS SHOWN _ m +75.000 -L-
182.02) (82.02) ~ ~ yk 45.000 (T) \ +50.000 L- ~ _ .L- o ~ / 45.000 (LT) 0 45.000 (LT)
r ~ - ~ 36.000 (LT) 36.000 (LT) ~ " o ~,-~.r' 15.000 L- o (I 18. I I') (I 18. I I') F ~ ~
~ 45.00 (LT) I ~ t T) ~ r, ~
+56.000 -L- +94.000 -L- ~ ~ 0 {3 O 25.000 (LT) & 25.000 (LT) & ~ F %i i%; ~ ~ C PROP. R/W
(82.02') (82.02') ~ PROP. R/W A ~ " - - " - ~ A
36.000 (LT) 36.000 (LT) 1 LgT, 8.6-BA~E DITCH 40:00 L- ~ _ W/ CL. B RIP RAP (118.11) tll8.ll) ~ ~o _ _ - DITCH ~ ~ . , RAP ~ '
_ - SEE DITCH DETAIL 'D' 25.000 (LT) Q ~ • SEE PROFILE 'AIL 'D' ~w ~ ~ -BL-260
PDE PDE ~ J4 ~ - ~e~ !j -L- STA. 106+79.635 (15.825 LT)
o ~ F o v 1 ~ 20 SEE FALSE SUMP C IL I
F _ - - - ° _ _ _
- - ° ~ - - - F ~ 4 _ _ k °
- - / F ~ C Q )NS
PROP. /W \ EST. 7.3 m TONS A ~ CLASS 'B' RIP RAP RAP 2G1
- - " ~ ~ ' " W/ 18 m 2 FILTER FABRIC _TER FABRIC GRAU X TYPE 'A' cv vi
7 p ' ~ Lt7 t . u 350 Ig - ~
~ ,8,ri r 0
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~J I`~ F N ~ ~ ax~E ~ • ~ ~ -L STA. 104+35.995 (18.590 LT) BERM GUTTER ~ ~ I ~ + ~ - d. r. z ~.5~ W
O
2GI ` A CHOR ANCHOR / ~ o TYPE 'B' -L~ US NIT UNIT ,0 ~ DOUBL ,FACE GUIDERAIL 2G1 - `~s (TYPE 'A') - - ° ~
z r` e + L US I
~z ~ o Q ~ 450mm Ri;~ ~ - w SEE FALSE UMP -~N 40 31 5~.7 E ~ cl ~ - 600mm R~P ~ ~ v o O Z SEE FALSE SUMP__ ~ N 40 3l 52<7 E o - w
F- ~ ~ o DETAIL III l2 ~ ~ N YP ' ' ~ _ ~ _ ti • o DETAIL III s ~ 18 ~ f- ~
W _ ~
a ~ ~ ~ + Z z N ~ 8E IN SHOULDER ~ I ~ Ll.J S ~ Q
~ cv ~ END SHOULDER ~ ~ = ~ 8 M GUTTER 2G1 WA i ~ BERM GUTTER HOULDER cv vi ~ z Z ~ GUTTER = ~ ~ ~ ~
J ~ ~ J iJ J
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J GRAU I ~ ~ ~ ~ 8:? X +54.976 -L- ~ I CAT- I SEE FALSE SUMP I -Yl2--CONNECTOR 45.000 (RT) J
I cv ~ 350 450mm CS / 15 ~ Q - ~ 3 W/ (U ELBOW I - QETAIL II 2G ~ ~ I~ ~ I
_ _ POT 12+04.000 - ~ G R Q _ X F 17 ~ -Yl2-CONNECTOR 5~~~ ~ ~
PROP. _ - C F I ~ _ END ~ ONST RUCT lON c es _ c ~ ~ - PQT-12f~o.ooo_ ~ s~ - - - - - ~ -f5--- -
C F -Yl2-CDNNEC,TOR ~I
\ o ~ , i 7.620 G/R x PT 12+01.870 W/ 2 TERM. ~ s p2 ,
,s' PREFORMED ~ ~ END SECT. ~ 20 RO` 5
~ ~ SCOUR HOLE G ~ - - SR ER Yl2 CONNECT DR k ~ ~ ooP
SEE DETAIL p ,q \ \ POC Il 90.225 - O ~3 R
~1 , ~ ~ - - O ~ G ~ Yf2 DRIVE ~ (t ~ ~5 g PROP.
~ \ C C PoT lofoo.ooo ~ c ~5 ~ R/W
PROP. /W A o A
i9 ~ PREFORMED SCOUR HOLE KITH +O 8O -L- ~ ~ • \ LEVEL SPREADER APRON - 2 85.000 L ~ ~ R
+ ~ ~ \ o~ ~ 45.000 (RT) ~ ~ \ 45.000 (RT) TIE DITCHES o ~~~0° p j ~ ~ 12- 1VE TOGETHER
~ +36.398 -L- \ ~ ~o \ EE DITCH -o C P 10+50.45 R.
~ ~ ~ 45.000 (RT) ~ a 150 E AIL F 18 3~0
~ ~ ~ ~ \ ~ ~ ~ + v , t' k , ~
t +64.000 ~ p
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~ ~ o;~ \ ~ ~ 9.882 (LTl RIVE e ~ +66.000 -L 20.0 R 55.0 (RT)
+ C ~ 00
\ \ ~ ~ \
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~ / ~ , + , ~ ~ PT 1Of58.76 ~ AI ~~4 (Rr)
EST DDE= 4.0 M \ \ o ~
EST. 9.0 MTONS CLASS 'B' ~ ~ / ~ ~3 Y12 DRIVE ,u;~ o
MALLORY W. HARBOUR X EST.16.5 sq m FILTER FABRIC / ~ WST.22.0 sq m psrm - \ o \ ~ e + PC IOf/7°983- N 40 3l 52°4 E
DB 196 PG 466 D / m - ~ JA S F. ROIERTS ' e-
D \ ~ ~ 2I ~ DB 251 PL 2~9 \ ~ ~i + 10.000 + e F P ~ ~e ~ +05.000 P x s° o r~~ -Y 12-CON ~e'~ ~ 9 s 9~ ~ ~ -Y 12-CON
DB 388 PC 51 9 9.643 (LT) + , ~ F ~ ~ 23.500 (RT) _ cr`''- 6~2 ~
~ ~ \ o ~ DR1V ~ ~ } ~
W ~ 2 ~ ~ , ~ ~ ~r,' PT lO f31 °698 5 p ~ ~o
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~ ~ ` • ~ ~ \ \ 'Op ~ ~ D ~ , ~
D ~ ~ ~ ~ ` ~ i k ~ ~ ~ 2~ 99 ~ -
~ - - NOTE: ALL ORIVEW ~ ~ Yl2 CONNECTOR AY RADII ARE 3M ~ . ~ ° ~ ~ +30.000 ~6. `'o ~ -
UNLESS OTHERWISE SPECIFIED ` -Y 12-CON ~ F, ~ ~ JOHN & DONNA BROWN 06 ~ 8.482 (RT)
PI Sta 11 (50.080 ~ k ~ ~ ~ DB 820 PG 354 ~ D
\ ~ D = 38 37 24.7 (RT) PAVEMENT REMOVAL , , SUNGATE DESIGN GROUP
~ = AND OBLITERATION S JAMES F. ROBERTS 915-A Jones Fronklin Rd. 26 i Raleigh, N.C. 27606
L 107.857 ~ S ' F (9191 859-2243 DB 2.51 PG 219 (9191 859-62581FAX)
T = 56.068 FOR -L- PROFILE, SEE SHEET 38 ~ ~ DB 388 PG / 519
= FOR -Y 12-CONNECTOR PROFILE, SEE SHEET 63 R 160.000 ~ BARBARA H. MULKEY ENGINEERING, INC.
FOR DITCH DETAILS, SEE SHEETS 2-H & 2-I 5 Se = 0.06 ~ ~ ~ 22 / EIP ~ s y. P.O. e0x 33127
FOR DETAIL OF EMBANKMENT IN POND, SEE SHEET 2 W / / \ Raleigh, N,C. 27636-3127
a 0 O [phone] - [phone] fFAXI
DS203305 Wednesda A ri116 2003 t06.m Y P p

VASs &,Ip. N1 -TIA-r(OPJ
Compensation - Wetlands. The total wetland impacts from Table 3 is 41.5 acres. Aside
from the ephemeral wetland (Section B - Site 4), all impacts are essentially riverine impacts.
NCDOT is proposing to offset the 4.7 acres of high quality impact at the Little River by offering
4.7 acres of on-site restoration (1:1 ratio) and 8.4 acres of on-site preservation, as described in
Appendix C. This on-site mitigation effort will be packaged with the entire SALT (Sandhills
Area Land Trust) Mitigation Site.
The SALT Mitigation Site is an approximately 327-acre site located near Lobelia in
Moore County that is being offered, in total, to offset wetland impacts associated with the
project. The SALT Site represents an ecosystem approach towards mitigation since it not only
has restoration, enhancement, and preservation of wetlands, but it also contains upland
restoration of long-leaf pine forests in an effort to restore the ecosystem to its historic
assemblage.
As mandated by Section 401 regulations, a minimum of 1:1 wetland restoration or
creation must be provided for every acre of wetland impact. As stated above, NCDOT proposes
to meet the 1:1 requirement for the 4.7 acres of high quality impact at the Little River by
providing 4.7 acres of high quality restoration on-site. NCDOT proposed to mitigate for the
remaining 36.8 acres through the SALT Site. Based on groundwater models, the SALT Site
currently has 49 acres of wetlands that will be restored to its historic hydrology by methods
outlined in the mitigation plan. In addition, including the 10 acres of upland long-leaf
restoration, approximately 82 acres will be planted with native vegetation in an effort to restore
the ecosystem. The details of these plantings and the mitigation plan are in the Wetland
Mitigation Plan - Salt Mitigation Site, dated August 2000 and provided to the resource agencies
in a letter dated August 16, 2000.
HYDRAULIC CONDUCTIVITY STUDY
Salt Test 1A 2/26/2003
cm in
WT.= 30.5 12
Hole Dpth= 88.9 35
Hole Dia= 10.8 4.25
H= 58.4
Yo= 10.2
dYmax= 2.5
dY= 2.5
my= 8.9
X= 1.1
H'= 54.1
my'= 8.2
C= 30.0
dT= 5.0
K(m/d)= 15.2 X
K(in/hr)= 25.0 S=0 S>0.5H
Time (Sec) W.L. (cm) W.L. (in)
0 41 16
5 38 15
10 37 14.5
15 36 14.25:
20 36 14
25 35 13.8
HYDRAULIC CONDUCTIVITY STUDY
Salt Test 1 B 2/26/2003
cm in
WT.= 30.5 12 Time (Sec) W.L. (cm) W.L. (in)
Hole Dpth= 88.9 35 0 41 16
Hole Dia= 10.8 4.25 2.5 39 15.2 "
H= 58.4 5 37 14.7
Yo= 10.2 10 36 14.3
dYmax= 2.5 15 36 14
dY= 2.0 20 35 13.8
MY= 9.1 25 34 13.5
X= 1.1 30 34 13.4
H'= 54.1 35 34 13.3
MY'= 8.5
C= 3Q.0
dT= 2.5
K(m/d)= 24.4 X
K(in/hr)= 40.0 S=0 S>0.5H
61tvge
Daily Water Table & Obs Water Table 2003
Water Table
0& Water Table
Daily Water Table & Obs Water Table 2003
CI,4Vc15 q-
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W ATF Michael F. Easley, Governor
0
OC? pG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
`
CO r Alan W. Klimek, P.E., Director
> Division of Water Quality
` Coleen H. Sullins, Deputy Director
Division of Water Quality

Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
l/ Fax #: [phone]
Fax To: Fax #:
Company: Date:
Number of pages including cover sheet:
Notes or special instructions:
- 42 AlQ1! o?;,Z
- 2

11

./2

N. C. Division of Water Quality, 401 Wetlands Certification Tjlfit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailin Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http:/Aao.enr.state.nc.us/ncwetlands

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
November 12, 2002
N. C. Department of Environment
And Natural Resources
Division of Water Quality
1650 Mail Service Center,
Raleigh, NC 27699-1650
ATTENTION: Cynthia van der Wiele, Regulatory Officer
LYNDO TIPPETT
SECRETARY
NW 9
SUBJECT: US 1 FROM NORTH OF LAKEVIEW TO SOUTH OF SANFORD,
MOORE/LEE COUNTIES, TIP NO. R-210.
DWQ PROJECT NO.010404
On July 19, 2002, the Division of Water Quality (DWQ) issued Water Quality Certification
(WQC) No. 3344 for the subject project. Condition 7 in the WQC states "hazardous Spill
Catch Basins shall be required for all stream crossings..."
For good or bad, pursuant to letting the project to construction in October 2002, the right of
way acquisition for this project was completed in advance of DWQ's issuance of the 401
WQC. Hydraulic design decisions were based, in part, on the guidance paper, "Guidelines
for the Location and Design of Hazardous Spill Basins", which was developed in 1996 in
consultation with the DWQ.
The Department of Transportation (DOT) now understands that special circumstances may
have led the DWQ to require a more extensive deployment of hazardous spill catch basins
in the project area. The presence of impaired waters, water supply watersheds and
vigorous comments from the public are among the reasons that were given for the basin
requirement at all stream crossings.
The DOT would like to propose the deployment of hazardous spill basins only within the
HQW watershed associated with the Little River. Furthermore, the Department strongly
recommends that these basins be installed only where storm water will be channeled
through devices such as shoulder berm gutters. This will provide the opportunity for
capturing spills should they occur. Where sheet flow across grassed shoulders is the
predominant method of dispersing storm water, there is little or no opportunity for
interdicting spills. Positioning of hazardous spill basins to maximize the opportunity for
mitigating spills should be our goal. In many instances, right of way limitations, or
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE. WWW.DOH.DOT. STATE.NC.US RALEIGH NC
RALEIGH NC 27699-1548
Page 2
November 12, 2002
Cynthia van der Wiele
constraining features in the landscape preclude configuring the shoulder and slope zones
into channels that would direct a spill into an adjacent basin. This fact emphasizes the
need to take advantage of features such as shoulder-berm gutters to capture and channel the
spills.
DOT appreciates the assistance DWQ has provided on this project and is anxious to resolve
this matter at the earliest opportunity. If we can provide any additional information, please
contact:Mr. Michael Wood at [phone].
u Sincerely,
olq ' K Greg. Thorpe, Ph.D., Branch Manager
Project Development & Environmenta
? 1 Analysis
cc: ?Mr. John Dorney, NCDWQ
Mr. Richard Spencer, USACE
Mr. Dave Henderson, P.E., Hydraulics
Mr. M. Randall Turner, PD&EA.
Mr. Michael Wood, The Catena Group
DIV WHISK UUHLIlY Fax:919(1bbb6( Feb 10 '03 1127 P.01
f WA7'? Michael F. Easley, Governor
O 1 William G. Ross Jr., Secretary
North (Carolina Department of Environment and Natural Resources
U? Klan W. Klimek, P.E. Director .
Division of Water Quality
November 26, 2002
MEMO I7M
TO: Gregory J. Thorpe, Ph-D., Environmental Nlanagerraent Director
NCDOT Project Development and Environmental Analysis Branch
THROUGH: John R. Dorney, lvZanag
FROM: Cynthia F. Van Myer Wiele, NCDOT Cooy4nator PodW
SUBJECT: US 1 Relocation (Vass Bypass) from north of Lakeview to south of
Sanford, Moore/Lee Counties. TIP('reject No. R-210. DWQ Project No.
01-0404.
This memorandum is in reply to your correspondence dated November 12, 2002
(received November 19, 2002) in'which you requested the use'of hazardous spill catch
basins only within the Fliigh Quality Watershed associated with the Little River.
An Individual Witter Quality Certification was issued and signed by the Director of the
Division of Water Quality on duly 19, 2002 following the receipt of the public hearing
officer's report and a report w cumulative and secondary impacts of the project, prepared
by ENTB.
Due to special circumstances of this project, NCDWQ decided to use hazardous spill
catch basins throughout the project in order to provide protection to the water supplies in
the area as well as respond to public concern for those water supplies.
The final paragraph of the Individual Water Quality Certif cation contained the provision
for appeal of the conditions by NCDOT:
If you do not accept any of the conditions of tb,is certification, you may
ask for an adjudicatory hearing. You must act within 60 days of the date
that you receive this letter- To ask for a hearing, send a written petition
that conforms to Chapter 150B of the North Carolina General Statutes to
the Office of. Administrative Hearings, 6714 Mail Service Center,
Ralzigh, N.C. 27699-6714. This certification and its conditions are final
and binding unless you ask for a hearing.
NCDOT did not act within this time period to contest the §401 conditions. NCDWQ
phone records show that Mr. Michael Wood of the Catena Group contacted Ms. Van Der
Wiele in September 2002, approximately one week before the expiration of the "60-day
clock" to request changes in the extent of hazardous spill catch basins on the subject
project. Ms. Van Dear Wiele advised Mr. Wood to use the appeal process detailed in the
Water Quality Certification.
NCDWQ realizes that right-of-way acquisition often takes place prior to the issuance of a
§401 Water Quality Certification. This is a risks that NCDOT takes with the realization
that circumstances may require the purchase of additional right-of-way.

North Car4fina Division of Water Quality, 401 wetlands Certification Unit.
1 f3mo mail service Center, Raleigh, NO 276931650 (Mailing Address)
2321 C ral*ee Blvd., Raleigh, NC 27504-2260 (Location)
919-733.1786 (phone), 918-733-6683 (fax), Impl/h2o.enr.state.nr-wlriewetiancist
DIN WATER QUALITY
Joe
Fax : [phone] Feb 10 '03 1128 P.01
Issuance of a 401 Water Quality Certification requires that appmpt fate measures be
instituted to ensure that water quality standards are met and designated uses are not
degraded or lost. We urge you to proceed to develop plants for the hazardous spill catch .
basins and to acquire additional land if needed. If you have any questions or requm
additional infom-Ation, please contact Cynthia Van Der Wiele at [phone].
pc: Eric Alsmeyer, MACE Raleigh Field Office
:,.,Sjeve,Zoufaly, DWQ
.CMs NWitscber, USEPA
File Copy.
I
i
IVIIUIja, ' '. L:4JIGy, VVVOIIIVI
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
Fax To: Kan cx \,i T -Li Ir A- w Fax #:
Company:
Number of pages including cover sheet:
Notes or special instructions:
Z
.,15- 1522
Date: .21 i0j. 0-5
1 >? ohm J ol, ca sn Year d + s .
y&
5
o ?-

L?
N. C. Division of Water Quality, 401 Weaanas
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
(919) 73371786 (phone), 919-733-6893 (fax), (http://h2o.enr.siate.nc.us/ncwetlands

C
O Michael F. Easley
. Q Governor
r William G. Ross, Jr., Secretary
7 Department of Environment and Natural Resources
1 C Alan W. Klimek, P.E. Director
Division of Water Quality
February 26, 2003
MEMORANDUM
To: Gregory J. Thorpe, Ph.D., Environmental Management Director
NCDOT Project Development & Environmental Analysis Branch
Through: John Dorney, NC Division of Water Qual'
From: Beth Barnes, NCDOT Coordinator
Subject:. US 1 relocation (Vass Bypass) for north of Lakeview to south of Sandford, Moore/Lee Counties.
TIP No. R-210. DWQ Project No. 010404.
The Individual Water Quality Certification issued to NCDOT on July 19, 2002 contains conditions necessary to
provide protection to the water supplies in the area as well as to respond to public concern for those water
supplies. In particular, we would like to remind NCDOT of Conditions Nos. 3, 7, and 9 of the 401 Certification
(repeated below):
3. During the construction of the project, the applicant shallstrictly adhere to North Carolina regulations entitled,
Design Standards in Sensitive Watersheds [15A NCAC 4B .0124(x)-(d)], within the entire project corridor.
7. Hazardous Spill Catch Basins shall be required for.all stream crossings. The final designs for the Hazardous .
Spill Catch Basins shall be submitted to the North Carolina Division of Water Quality 401 'Wetlands Unit
prior to beginning construction in the Water Supply. watershed. As-built drawings for the basins shall be
submitted to the North Carolina Division of Water Quality 401 Wetlands Units no later than 30 days after the
construction is completed.
9. Prior to any construction activities, the NCDOT shall submit a maintenance plan for all storm water
management facilities and hazardous spill catch basins associated with the project. The NCDOT shall be
required to implement the maintenance plan for the life of this road. Sediment and erosion control devices
shall not be placed in wetlands or waters to the maximum extent practicable. If placement of sediment and
erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade
restored after the Division of Land Resources has released the project.
Issuance of a 401 Water Quality Certification requires that appropriate measures be instituted to ensure that water
quality standards are met and designated uses are not degraded or lost. If you have any questions or require
additional information, please contact Beth Barnes at 919.715.8394 or John Dorney at 919.733.9646.
Cc
File copy
Central files
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.ric.us/nowetlands/
or ."', C
?. Michael F. Easley
`0fi QG Governor
Uj r William G. Ross, Jr., Secretary
> Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
February 26, 2003
MEMORANDUM
To: Gregory J. Thorpe, Ph.D., Environmental Management Director
NCDOT Project Development & Environmental Analysis Branch
Through: John Dorney, NC Division of Water Qual't
From: Beth Barnes, NCDOT Coordinator
Subject:. US 1 relocation (Vass Bypass) for north of Lakeview to south of Sandford, Moore/Lee Counties.
TIP No. R-210. DWQ Project No. 010404.
The Individual Water Quality Certification issued to NCDOT on July 19, 2002 contains conditions necessary to
provide protection to the water supplies in the area as well as to respond to public concern for those water
supplies. In particular, we would like to remind NCDOT of Conditions Nos. 3, 7, and 9 of the 401 Certification
(repeated below):
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)], within the entire project corridor.
7. Hazardous Spill Catch Basins shall be required for_all stream crossings. The final designs for the Hazardous .
Spill Catch Basins shall be submitted to the North Carolina bivision of Water Quality 401 'Wetlands Unit
prior to beginning construction in the Water Supply watershed. As-built drawings for the basins shall be
submitted to the North Carolina Division of Water Quality 401 Wetlands Units no later than 30 days after the
construction is completed.
9. Prior to any construction activities, the NCDOT shall submit a maintenance plan for all storm water
management facilities and hazardous spill catch basins associated with the project. The NCDOT shall be
required to implement the maintenance plan for the life of this road. Sediment and erosion control devices
shall not be placed in wetlands or waters to the maximum extent practicable. If placement of sediment and
erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade
restored after the Division of Land Resources has released the project. '
Issuance of a 401 Water Quality Certification requires that appropriate measures be instituted to ensure that water
quality standards are met and designated uses are not degraded or lost. If you have any questions or require
additional information, please contact Beth Barnes at 919.715.8394 or John Dorney at 919.733.9646.
Cc:
File copy
Central files
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands/
F wA TF
• ?? William G. Ross Jr., Secretary
`OC? pG North Carolina Department of Environment and Natural Resources
a Uj f Alan W. Klimek, P.E., Director
> Division of Water Quality
p ?
Fax To:
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
. Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #:
Fax #:
9 an ct
919-733-1786
919-733-6893
Fax #: -1) 5 - 5 2 2
Company:
i u i? n -eY
-16 0
Number of pages including cover sheet: 3
Notes or special instructions:
Date: 12 l'v J 0-5
1 1-, o r-e,: y wu C-0-VI re-a, d -N- s.

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
(919) 73371786 (phone), 919-733-6893 (fax), (http://h2o.enr.siate.nc.us/newetlands
DIV WATER QUALITY Fax:[phone] Feb 10 '03 11:27 P.01
WAr AAidUel F. Easley, Governor
Ig William G. Ross Jr., Secretary
North Carolina Department of Environment and Na4aral Resources
r Alan W. Klimek, P.E. Director .
Division of water Quality
November 26, 2002
1VI MORANIDC7M
TO: Gregory J. Thorpe, PhD., Environmental Managemnt Director
NCDOT Project Development and Environmental Analysis Branch
THROUGH: John R. Domey, NZanag
FROM Cynthia F. Van Der Wiele, NCDOT Coordinator aVdc-'
SUBJECT: SUS 1 Relocation (Vass Bypass) from north of Lakeview to south of
Sanford, Moora/Lee Counties. TIP Project No. R-210. DW Q Project No.
01-0404-
This memorandum is in reply to your correspondence dated November 12, 2002
(received November 19, 2002) in' which you requested the use' of hazardous spill catch
basins only within the High Quality watershed associated with the Little River.
An individual Water Quality Certification was issued and signed by the Director of the
Division of Water Quality on July 19, 2002 following the receipt of the public hearing
officer's report and a report on cumulative and secondary impacts of the project, prepared
by ENTB.
Due to special circumstances of this project, NCD'OVQ decided to use hazardous spill
catch basins throughout the project in order to provide protection to the water supplies in
the area as well as respond to public concern for those water supplies.
The final paragraph of the individual Water Quality Certification contained the provision
for appeal of the conditions by NCDOT:
If you do not accept any of the conditions of this certification, you may
ask for an adjudicatory hearing. You must act within 60 days of the date
that you receive this letter. To ask for a hearing, send a written petition
that conforms to Chapter 150B of the North Carolina General Statutes to
the Office of. Administrative Hearings, 6714 Mail Service Center,
Ralzigh, N.C. 27699-6711. This certification and its conditions are fmal
and binding unless you ask for a hearing.
NG'DOT did not act within this trt><ae period to contest the §401 conditions. NCDWQ
phone records show that Mr. Michael Wood of the Catena Group contacted Ms. Van Der
Wiele. in September 2002, approximately one week before the expiration of the "60-day
clock" to request changes in the extent of hazardous spill catch basins on the subject
project. Ms. Van Der Wiele advised Mr. Wood to use the appeal process detailed in the
Waxer Quality Certification.
NCDWQ realilzes that right-of-way acquisition often takes place prior to the issuance of a
§401 water Quality Certification. This is a risk that NCDOT takes with the realization
that circumstances may require the purchase of additional right-of-way.

North Carolina Mvision of Water Quality, 401 Wetlands Certification Unit.
1 M Mail Service Center, Raleigh, NO 27699-1650 (MaAing Address)
2321 Crabtree Blvd., Raeigh, NC 27604-2260 (Location)
919-733-1786 (phone), 918-733-6698 (fax), http•1/h2o.enr.state.ne wlr4wetldndst
! •art, DIV WATER QUALITY Fax:[phone]
Feb 10 '03 11:28 P.01
issuance of a 401 Water. Quality Certification requires that appropriate measures be
instituted to ensure that water quality standards are met and designated uses are not
degraded or lost. We urge you to proceed to develop plants for the hazardous spill catch
basins and to acquire additional land if needed. If you have any questions or require
additional information, please contact Cynthia Van Der Wiele at [phone].
pc- Eric Alsmeyer, MACE Raleigh Field Office
e:,S v!E? ,Zoufaly,, DWQ
Chris Klitscber, USEPA
File Copy.
F W A TF Michael F. Easley, Governor
0 9 William G. Ross Jr., Secretary
`Q? QG North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
~i Division of Water Quality
November 26, 2002
MEMORANDUM
TO: Gregory J. Thorpe, Ph.D., Environmental Management Director
NCDOT Project Development and Environmental Analysis Branch
THROUGH: John R. Dorney, Manage
FROM: Cynthia F. Van Der Wiele, NCDOT Coordinator cucklo
SUBJECT: US 1 Relocation (Vass Bypass) from north of Lakeview to south of
Sanford, Moore/Lee Counties. TIP Project No. R-210. DWQ Project No.
01-0404.
This memorandum is in reply to your correspondence dated November 12, 2002
(received November 19, 2002) in which you requested the use of hazardous spill catch
basins only within the High Quality Watershed associated with the Little River.
An Individual Water Quality Certification was issued and signed by the Director of the
Division of Water Quality on July 19, 2002 following the receipt of the public hearing
officer's report and a report on cumulative and secondary impacts of the project, prepared
by HNTB.
Due to special circumstances of this project, NCDWQ decided to use hazardous spill
catch basins throughout the project in order to provide protection to the water supplies in
the area as well as respond to public concern for those water supplies.
The final paragraph of the Individual Water Quality Certification contained the provision
for appeal of the conditions by NCDOT:
If you do not accept any of the conditions of this certification, you may
ask for an adjudicatory hearing. You must act within 60 days of the date
that you receive this letter. To ask for a hearing, send a written petition
that conforms to Chapter 150B of the North Carolina General Statutes to
the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final
and binding unless you ask for a hearing.
NCDOT did not act within this time period to contest the §401 conditions. NCDWQ
phone records show that Mr. Michael Wood of the Catena Group contacted Ms. Van Der
Wiele in September 2002, approximately one week before the expiration of the "60-day
clock" to request changes in the extent of hazardous spill catch basins on the subject
project. Ms. Van Der Wiele advised Mr. Wood to use the appeal process detailed in the
Water Quality Certification.
NCDWQ realizes that right-of-way acquisition often takes place prior to the issuance of a
§401 Water Quality Certification. This is a risk that NCDOT takes with the realization
that circumstances may require the purchase of additional right-of-way.
A
mpm
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) .
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/

Issuance of a 401 Water Quality Certification requires that appropriate measures be
instituted to ensure that water quality standards are met and designated uses are not
degraded or lost. We urge you to proceed to develop plans for the hazardous spill catch
basins and to acquire additional land if needed. If you have any questions or require
additional information, please contact Cynthia Van Der Wiele at [phone].
pc: Eric Alsmeyer, USACE Raleigh Field Office
Steve Zoufaly, DWQ
Chris Militscher, USEPA
File Copy
r'
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
November 25, 2002
MEMORANDUM
TO: Gregory J. Thorpe, Ph.D., Environmental Management Director
NCDOT Project Development and Environmental Analysis Branch
FROM: Cynthia F. Van Der Wiele, NCDOT Coordinator
SUBJECT: US 1 Relocation (Vass Bypass) from north of Lakeview to south of
Sanford, Moore/Lee Counties. TIP Project No. R-210. DWQ Project No.
01-0404.
This memorandum is in reply to your correspondence dated November 12, 2002
(received November 19, 2002) in which you requested the use of hazardous spill catch
basins only within the High Quality Watershed associated with the Little River.
An Individual Water Quality Certification was issued and signed by the Director of the
Division of Water Quality on July 19, 2002 following the receipt of the public hearing
officer's report and a report on cumulative and secondary impacts of the project, prepared
by HNTB.
Due to special circumstances of this project, NCDWQ ma&
r1lilent to
use hazardous spill catch basins throughout the project. i? &"- 61 ?& "dC-,
ll ?s
The final paragraph of the Individual Water Quality Certification contained the provision
for appeal of the conditions by NCDOT:
If you do not accept any of the conditions of this certification, you may ?"
ask for an adjudicatory hearing. You must act within 60 days of the date
that you receive this letter. To ask for a hearing, send a written petition
that conforms to Chapter 150B of the North Carolina General Statutes toS
the Office of Administrative Hearings, 6714 Mail Service Center, 40- &
Raleigh, N.C. 27699-6714. This certification and its conditions are final -1b RUQ,(`'
and binding unless you ask for a hearing. t~? fir -C
NCDOT did not act within this time period to contest the §401 conditions. NCDWQ
phone records show that Mr. Michael Wood of the Catena Group contacted Ms. Van Der`
Wiele in September 2002, approximately one week before the expiration of the "60-day
clock" to request changes in the extent of hazardous spill catch basins on the subject
project. Ms. Van Der Wiele advised Mr. Wood to use the appeal process detailed in the
Water Quality Certification.
NCDWQ realizes that right-of-way acquisition often takes place prior to the issuance of a
§401 Water Quality Certification. This is a risk that NCDOT takes with the realization
that circumstances may require the purchase of additional right-of-way.
NC OT a the optio ursue a modification to the Water Qualit Certificati?on. ---
w er, ' order r the odificatio e gran d, NCD ust dem aC a? th t
equal or eat rotectio to th sources will o cu the modified design. VIM
_ OED
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
232,1 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
II)t
?I
Issuance of a 401 W ter Quality Certification requires that appropriate measures be
instituted to ensur that water quality standards are met and designated uses are not
degraded or lost. If you have any questions or require additional information, please
contact Cynthia Van Der Wiele at [phone].
pc: Eric Alsmeyer, USACE Raleigh Field Office
Chris Militscher, USEPA
Marella Buncick, USFWS
Marla Chambers, NCWRC
File Copy
43amS
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As
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aj ri
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"0a
z ud A TF Michael F. Easley, Governor
O Rp William G. Ross Jr., Secretary
G North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P.E., Director
y Division of Water Quality
o ?
0
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
Fax To: ,
Company:
Number of pages including cover sheet: 5
Notes or special instructions:
A. dt<*
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Fax #: "rl??•?=i& ?
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Date: It, 2-1,02--
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N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
November 12, 2002
N. C. Department of Environment
And Natural Resources
Division of Water Quality
1650 Mail Service Center,
Raleigh, NC 27699-1650
ATTENTION: Cynthia van der Wiele, Regulatory Officer
LYNDO TIPPETT
SECRETARY
(g
I MN
SUBJECT: US 1 FROM NORTH OF LAKEVIEW TO SOUTH OF SANFORD,
MOORE/LEE COUNTIES, TIP NO. R-210.
DWQ PROJECT NO. 010404
On July 19, 2002, the Division of Water Quality (DWQ) issued Water Quality Certification
(WQC) No. 3344 for the subject project. Condition 7 in the WQC states "hazardous Spill
Catch Basins shall be required for all stream crossings..."
For good or bad, pursuant to letting the project to construction in October 2002, the right of
way acquisition for this project was completed in advance of DWQ's issuance of the 401
WQC. Hydraulic design decisions were based, in part, on the guidance paper, "Guidelines
for the Location and Design of Hazardous Spill Basins", which was developed in 1996 in
consultation with the DWQ.
The Department of Transportation (DOT) now understands that special circumstances may
have led the DWQ to require a more extensive deployment of hazardous spill catch basins
in the project area. The presence of impaired waters, water supply watersheds and
vigorous comments from the public are among the reasons that were given for the basin
requirement at all stream crossings.
The DOT would like to propose the deployment of hazardous spill basins only within the
HQW watershed associated with the Little River. Furthermore, the Department strongly
recommends that these basins be installed only where storm water will be channeled
through devices such as shoulder berm gutters. This will provide the opportunity for
capturing spills should they occur. Where sheet flow across grassed shoulders is the
predominant method of dispersing storm water, there is little or no opportunity for
interdicting spills. Positioning of hazardous spill basins to maximize the opportunity for
mitigating spills should be our goal. In many instances, right of way limitations, or
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE. W W ..DOH.DOT STATE.NC.US RALEIGH NC
RALEIGH NC 27699-1548
Page 2
November 12, 2002
Cynthia van der Wiele
constraining features in the landscape preclude configuring the shoulder and slope zones
into channels that would direct a spill into an adjacent basin. This fact emphasizes the
need to take advantage of features such as shoulder-berm gutters to capture and channel the
spills.
DOT appreciates the assistance DWQ has provided on this project and is anxious to resolve
this matter at the earliest opportunity. If we can provide any additional information, please
contacV'.Mr. Michael Wood at [phone].
Sincerely,
Greg Thorpe, Ph.D., Branch Manager
Project Development & Environmental Analysis
cc: ?Mr. John Dorney, NCDWQ
Mr. Richard Spencer, USACE
Mr. Dave Henderson, P.E., Hydraulics
Mr. M. Randall Turner, PD&EA.
Mr. Michael Wood, The Catena Group

e "` SfATt
Sa? °M
V
•? para.. ??
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
N. C. Department of Environment
And Natural Resources
Division of Water Quality
1650 Mail Service Center,
Raleigh, NC 27699-1650
November 12, 2002
LYNDO TIPPETT
SECRETARY
I 9C, ?il
NQV i 92002 -
ATTENTION: Cynthia van der Wiele, Regulatory Officer
SUBJECT: US 1 FROM NORTH OF LAKEVIEW TO SOUTH OF SANFORD,
MOORE/LEE COUNTIES, TIP NO. R-210.
DWQ PROJECT NO. 010404
On July 19, 2002, the Division of Water Quality (DWQ) issued Water Quality Certification
(WQC) No. 3344 for the subject project. Condition 7 in the WQC states "hazardous Spill
Catch Basins shall be required for all stream crossings..."
For good or bad, pursuant to letting the project to construction in October 2002, the right of
way acquisition for this project was completed in advance of DWQ's issuance of the 401
WQC. Hydraulic design decisions were based, in part, on the guidance paper, "Guidelines
for the Location and Design of Hazardous Spill Basins", which was developed in 1996 in
consultation with the DWQ.
The Department of Transportation (DOT) now understands that special circumstances may
have led the DWQ to require a more extensive deployment of hazardous spill catch basins
in the project area. The presence of impaired waters, water supply watersheds and
vigorous comments from the public are among the reasons that were given for the basin
requirement at all stream crossings.
The DOT would like to propose the deployment of hazardous spill basins only within the
HQW watershed associated with the Little River. Furthermore, the Department strongly
recommends that these basins be installed only where storm water will be channeled
through devices such as shoulder berm gutters. This will provide the opportunity for
capturing spills should they occur. Where sheet flow across grassed shoulders is the
predominant method of dispersing storm water, there is little or no opportunity for
interdicting spills. Positioning of hazardous.spill basins to maximize the opportunity for
mitigating spills should be our goal. In many instances, right of way limitations, or
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE: WWW.DORDOT. STATE. NC. US RALEIGH NC
RALEIGH NC 27699-1548
? w
Page 2
November 12, 2002
Cynthia van der Wiele
constraining features in the landscape preclude configuring the shoulder and slope zones
into channels that would direct a spill into an adjacent basin. This fact emphasizes the
need to take advantage of features such as shoulder-berm gutters to capture and channel the
spills.
DOT appreciates the assistance DWQ has provided on this project and is anxious to resolve
this matter at the earliest opportunity. If we can provide any additional information, please
contact Mr. Michael Wood at [phone].
Sincerely,
'J° 0-
k Greg Thorpe, Ph.D., Branch Manager
Project Development & Environmental Analysis
cc: Mr. John Domey, NCDWQ
Mr. Richard Spencer, USACE
Mr. Dave Henderson, P.E., Hydraulics
Mr. M. Randall Turner, PD&EA.
Mr. Michael Wood, The Catena Group
ll1V WHILK UUHLl I T rdX•71yf 1'Jwr INW V
v-,
Cynthi? .6 V1 n D
First, p lease remind me how many spill basins DOT would have to install for the Vass project?
It seems to me that DOT lost their opportunity for change when they failed to appeal within the prescribed
timeframe. I don't know what legal implications making a change by not going through the appeals process
has are there any?
It seems to me that since there doesn't appear to be a definition for "spill catchment basin" there is room
for interpretation as to how to appropriately catch a spill- W/o relinquishing catchment devices on the
stream crossings as recommended I wonder if there is a way to address their right of way acquisition
concerns and our/my concerns for catching spills?
I'm willing to entertain appropriate measures for spill containment.
Steve
1 ok?
?"rv
0
11121/0212:47 F
I of 1

Fax Message From:
Nov 21 '02 13:01
Name: DIV WATER QUALITY
Fax Number: 9197155637
NCDENR - DIV OF WATER Planning Branch

QATES STSES $M*

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