20030909 Ver 3_Fax_20040602

i JUFJ-2-c004 10:42 FROM:IJC DIVISION OF IJATER 336771+6.:,0 T0:8'~197336~93 P: 1. 10
~oF warFR4 Mlchaol F. Ea31ey, Governor
William O. Ross Jr., Socrotery
~O G North Carolina Depnrtmont of Environment and Natural Resources
~ ~ Alan V'J. Klimek, P.E. Dlroctor
> ~ -a Division of Water Quelity
p ^C
Division of Water Quality
Winston-Salem Regional Ol'~ce
tlddress: 5$S Waughtown Street, Winston-Saletn, NC 27107
PHONE: [phone]
FAX: [phone]
TAX TO: T3cth Barnes CAX NUA'[I3Elt: 919-733-6893
DATE: 6/2/04
I'ROAi: Sue IIomewood
NO. OF PAGES INCLUDING TI~JS SHEET: 10
. "~.~C~l-lr1-
~~ c7 ~~.~ ~~ ;moo ~~,~. --~~~t::~ c~~, L~ ~~1:~~ ~~~~ 1 ~~-
~: ~J~
~~_
~~
(YLL~
N. C. Division of Water QuE1lity 1617 Mail S©rvlce Center Ralolgh, tiC 2763-1617 (9'.9) 733-7015 Customer SenrlCP
1 ©00 G23-7740
JUN-2-2DD4 LJED D9:41 TEL:[phone] NAh1E:D~JQ-WETLAh1DS P. 1

JUhd-2-c(3~34 1D:42 FRO;'l:t`dC DIVISIDN OF bJATER 33677146313 T0: 85197335893 P:2~it3
~1 N~
n~~
f
r "~
~ o.../'
STATE or NORTH CAROLINA
rECElVEp
~.C. Dart. at ENR
"i~'s b ~ ~ ~~J~~~s
K'Innton•Snfert~
Fr'p~4nA! ~cr
DEPARTMENT OF TRANSPORTATION
MICHAEL F, EASLEY I.YNDD TIPPETT
C30VBRNC?R Sf:CRF3TARY
May 17, ZOra4
Ms. Beth Barnes
Wctlands/401 Unit
NC DENR Division of Water Quality
1650 Mail Service Center
1Zalcigl~; NC 27699
(Two Copies)
IVIr. John Thomas
US nrmy Corps of)/ngineers
650$ Falls of the Neuse Suite 120
Raleigh, NC 27615-6814
(Two Copies)
Subject: Modification Request Concerning Stream Relocation at Site #28 on TIP
No. U-2524 AB (Western Urban. Loop) Guilford County, StAte Project
No. II.U492110. USACE Action ID No. 20t)321137 DWQ Cert. # 3435
DWQ Project Number 030909
The North. Carolina Department of Transportation (NCDOT) is currently
constructing the stream relocation at Sitc 28 on project U-2524 AB of the Greensboro
Western Loop. During a recent site visit (Apri126, 2004) with contractors and NC
Division of Water Quality it was decided that a modified. version of the submitted plats
for stream relocation would be better suited to fit the needs of t1~e project. The existing
stream relocation plan called fnr overlapping of the existing stream and proposed st~reatn
in some areas. Also, the proximity of the proposed. stream to the existing strewn in some
areas is very close. Because of the overlapping and close proximity, difficulty is e~cpected
in regards to constructing the new stream relocation without impacting the existing
stream Because the existing stream is in the Randleman Wrtter5lred which requites a SO
foot buffer, rt would be nearly impossible to utilize equipment for the construction o£ the
proposed stream without being in the buffer area and without increasing sediment
Division 5, 2612 N. Duke Street, Durham, NC 27704
Phone: (919) 56D~6081 Fax: [phone]
JUtJ-2-c(7D4 WED 139: 4Z TEL: [phone] NAME: DWQ-L~IETLAf'JDS P. 2

JUN-2-200-~ 10:43 FROM: NC DIVISION OF WATER 33b771~630 T0:8519i3=bB93
transport and turbidity in the existing stream. In addition, working within the tightly
confined spaces while trying to keep impacts at a minimum. would severely lengthen the
time necessary to construct the proposed stream relocation.
For the above reasons, it was decided with DWQ in concurrence, that a temporary
stream relocation (Fabric Lined Diversion Channel) located away from die existing and
proposed $treazn sites would better serve the purpose of the project. By doing so, the
contractors would be able to work "in the dry" on the new streatxt locations and thereby
minimize impacts and decrease the length of time that the work, would require.
Attached are plats of the proposed modification showing; the existing, proposed and
temporary stream locations. A construction sequence describing the method of
construction is also attached. All work is to be performed as described in the BMP
manual (Section 5.2.4) which is also attached. '
t\pplicatiotn is hereby made for a Department of the Army Section 404 Nationwide
Pernut (NWd') 33 and NCDENR-DWQ Section 401 Water Quality Certification (WQC)
Nv. 3366 for this activity at the project. The NCDOT will comply with all applicable
NWP and WQC conditions. If you have any questions or need additional information,
please contact me at [phone].
ccrcly,
erry A. Parker
Division Environmental Officer
cc: Suc Homewood, NCDENR-DWQ, Winston-Salem
Chris Kirkman, NCDOT Resident Engineer, Greetasboro
Barry I-larrington, NCDOT Road.Side Environmcntzil Engineer
Phillip Todd, NCDOT PDEA
P: ~- 1~7
JUhJ-2-2U0~ 6~lED D9: 42 TEL: [phone] tdAP1E: DWQ-LJETLAFlDS P.

JUtJ-2-cOD4 1:43 FROf9:NC DIVISION OF WATER 336771463D T0:891973~~393 P:4~1D
/~'~ , Y'
Archer Western
Contractors
April 28, 2004
..., ! l ~ i F. ,11 r ~ J~.` ~ r,G,
- s'•_
~f°__
APR NS 2064
.;.iiUt<
R~S~gEr~~. ti,
NC Department of Transportation
P.Q. Box 14996
Greensbaro, NC 27415-4996
Aitn: Christopher D. ttirkman, P.E.
FEE: Greensboro Western Loop, Contract No. C20094Q
Stream Relocation Plan -Site 28
^Qar Chris,
On April 2B, 2004 a meeting was conducted regarding Environmental
Stewardship and Permits. We have found this meeting to be insightful and a
value to all attendees. I would hope that meetings with similar agendas can be
scheduled to further oducate both my staff and subcontractors as well as yotar
staff as to the importance of following the Permit guidelines to their fullest extent.
An immediate result of the meeting was a request that Archer Westem propose a
plan to relocate the stream at Site 28. Our planned method is herein attached for
your reviewlapproval, tam requesting that this request be given tho highest
priority for approval so that the area can be stabilized to its final design as soon
as possible.
If there are any questions, t may be contacted at 336-362-1299 ar 33fi-632-4270.
Sincerely,
Archer WGStern Contractors, Ltd.
~, `~ •
Daniel M. Lie erman
Senior Project Manager
Cc: File
Dave Hurley
X09 Cromwell Rd. A Member of Tho Warh Group
GreencDoTO, NC 27407 An Equal Opportuntty Cmployer
Phone: 3~.G32.4270
Fnx: 3~6.G324271
www.wnlchgroup.com
JU~J-2-cDD4 IJED 09:42 TEL: [phone] NAh1E: D6JQ-t•IETLANDS F. -}

JUhJ-2-cOD4 10:3 FROM: NC DIVISION OF WATER 367714630 T0:591973~6553
Stream ~telocation -- Sitc 2~
The stream relocation will start from the down stream side at approximately
station 29+50 and proceed to station 31-1-50. As showJa on tl~e attached
sketch, we have identified three areas that are numbered Area 1, Area 2 anal
Area 3.
Temporarily relocate the existinu stream from Arefl 1 to Area 2
A) The temporary channel will be constructed in the dry, leaving a 10'
plug bet<vicen the existing stream and the temporary channel.
B) The temporary channel will be stabilized with coin fiber on the
channel bottom and fabric for soil stabilization o>a the banks.
C) A temporary chanael crossing will be placed in the temporary channel
to access the permanent stream zelocation area.
D) Upon completion of this opezation, a field inspection will be
conducted prior to rerouting the stream into the temporary channel.
E} Once approved, the IO' plug will be removed in the lower end and the
area stabilized in the wet by use of coin fiber and fabric materials.
F) The upper 1.0' plug will then be removed to allow the stream to flow
into the temporary stream. The area a~ the plug will then be stabilized
with fabzie materials.
G) Permanently construct the permanent steam as shown on the attached
sketch. Use coin fiber and soil stabilization fabrics to stabilize the
stream channel.
H) Conduct a Meld inspection prior to rerouting the stream from the
tempozary channel to the permanent stream location.
Proceed between Area 2 and 3 in Bite manner
P: S- 1D
JUtJ-2-204 bJED D9: 42 TEL: [phone] t~JAh1E: DWQ-WETLAt~JDS P.

3
3
i
>~
B
I
R
1
i
I
r
i
1
JU~J-2-c004 10:43 FROM: NC DIVISION OF WATER 3367714630 T0:8'?1973~6893 P:6-`1r
5,2 -Flow Dlvcrsion
5.2.4 Fabric Lined Diversion Channel
Purpose Used to divert the normal flow and small storm ovents around the
work area without the use of pumping operations. The diversion
' channel is typically con ,trusted adjacent to the work area and is
Ilned with apoly-fabric to prQVent erosion of the diversion
channel.
Condit"cons Where
Practice Applies
Conditions Where
Practice Does Not
APPIY
/ Pipe extensions, headwall installations and some pipe/culvert
replacements where adequat© space is unavailable.
Construction Step 1 -Install sediment controls.
Step 2 -- Excavate the diversion channel without disturbing the
existing channel.
Stop 3 -Place poly-fabric liner in diversion channel with a
minimum of ~ feet of material overlapping the channel banks.
Secure the overlapped material using at least 1 foot of fill
material.
Nxth C.ar~lina Departrnent or Tr~nsportatlon ~ ©MPs for Construction end htalntannnce ActlvhJcs
August 2Ca3 Pagp 71
JUPJ-2-c004 I~~ED 09:43 TEL: [phone] NAh1E: GWQ-WETLAhdpS P. 6
/ When adequate space and slopes exist adjacent to the work
area.

JUfJ-2-2DO4 10:44 FROM:hdC DIUISIOhJ OF WATER 3367714630 T0:891973~6593 P:7%10
5.2 -Flow Dfversion
Maintenance
Typical Problems
Step 4 --Connect the downstream diversion channel into the
downstream existing channel and secure the poly-fabric liner at
the connection.
Step 5 -Connect the upstream diversion channel into the
upstream existing channel and secure the poly fabric liner at the
connection.
Step 6 -Construct an imp©rvious dike in the exlsting channel at
the upstream side to divert the flow into the diversion channel.
Step 7 - Construct an impervious dike in the existing channel at
the downstream side to isolate the work area.
Stop 8 -Upon completion of the culvert construction, remove the
impervious dikes and divert the channel back into the culvert.
Step 9 -- Remove the poly-fabric liner and fill in the diversion
channel.
Step 10 ~- lAstablish vegetation on fill section and ail other bare
areas.
• Check the poly-fabric liner for stability during normal tlotiv
• Check tht; liner for stability after each rainfall event
f '
~ i
j
i
Q
Q
i
I

• improperly installed liners.
• Filter fabric not installed (secured) properly.
• l=arthen material allowed to come into contact wish water
body.
• There maybe certain times of the year, especially in the
summer, when fabric-lined channels may cause thermal
pollution. This could be a problem in trout waters during
certain times of the year.
North Carolina Deper;mont of Tr,~nsportatfon (3h1Ps for ConStruct(on and Mdintonancr Actw•IGiPs
Aupuat2003
Pigr, 72
JUhJ-2-cO84 WED 09:43 TEL: [phone] NAh1E: DWQ-taIETLANDS P. 7

JUN-2-c004 10:44 FROM: NC DIVISION OF WATER 336771+630
w
X
'~ w
m z~
z ~o
U~
p- ~ W
~ W LL Q
~ `
r ^ ~ UW
~
/i fit ~ ~ ~ ~
~A ,<.

~ ~ ~ ~'
~ ~ ~ ~ ,
,,
,,,~~rr
``i f

~~ ~y
~
' ~
~
fi
~~~~
/ !
te J
`
a
/~
fib ~y
~ ' T i.
M
~~
wo
-- ~
i" S
~. ~~ ~°
~ ~
~.
~
.
{~
+
~ ' ~~° t , ,
W ~ ~ ~~1
~
~ Z 1~ J
X1:7 [y
~ ~ f
~
1 ~ ~ ;
~
, v
~ ~ ~
,
- ..
~. ~
'~ c
.
f
:
~V ~ ,~
~.
~~.
t
_
S
'
~f 5 ,
,1` r

4 ~ l
~ ~
.",l , `'
' 4,
'
~
(
~
wd r
~K~ 1` ~ ..
~~
y
~~.
~
,~ ~7
z
o

~

~ ~a
~~
~- ~
x
z'_^ ..
y
~
w n

`. r
T0: 891973368'93 P:8%1D
5.2 -- Flow biversion
Lu
U
S
W
0
a=
Fw-
y
Cu
c~
Ltj
Q
Y
Q:
O

w
C
F-
U
U
Z
ti
_~'
4
Q
Z
d
0
U
0
LL
N
Q
0
0
a
a
4.
4
h
LL
J
W ~
j~ C
a
~W a
2~ Q
U ~ ~
Qa
0
o~ ~o
w '~ d n
~~ U
uiaa N
~wc~i. ~C~7
oQ
North CarallnA Depgriment of Transportation Bh1Ps for ConAtructlon dnd Maintenance Activi;los '
August 2Cg3 Page 73
JUtJ-2-20©4 IJED 09:3 TEL: [phone] NAME:DWO-WETLAtJpS P. 8
x
4
a n
O
' R.

C
i
fll
m
0
,~
W
.~l
--I
m
r
w
w
m
ao
w
m
m
r
r
c~
cn
-D
w
~rJ~- ~11f~'ltn~ ~TT'~4m
r ! ~ ~ r 6t'+~~tr ~~~e~rti ~~~lDr~c. ~ r~~~ ~} lei fS! ~ ~ ~~n-1~~
-~ ,~j~ -''---____--
-~--------------------------__-------------------------------- F
-Q ------------2-- --------------------------- ~ ~-------------- ~ -_-----~_-----.-----
~~ ~ ~ 1•~1 [©~]
_ ~~~
~ _ _ ,.. "-

~ -7- ' A • ~"- 1 ~ta~
~ f~~~~4
LTDE-TDE-TDE-TDE-~DE-TDE-TD£-TGE-TCE-TCE-TCE- - DE-TDE-TDE-TDE--~~' ~
I ~
] ~+cfile B, LteCLlator, ,
~ Q.t66 ffc. Cy fl4'D
~ L'6 1712-5~s 1
' - ~
1
~~~~ ~` ~lli YY
~v~~~~
~~~ ~~>~
~,1;+ b
i~~~~~~ ~:~YliJ~U'
~r,;a + e~
='otenc• N, ucCe~bJon
L65sCNQip2-351
7 iox 1+00
DIVISION OF HIGHjYr~YS
GUILrORD COUNTY
PROJECT:8.U4g?IDI {U-7574AB}
GREENSBORO - NESTEJZN LOOP rROi~i
NORTH Or I-85 NEAR GROO,~ICTOjVN
TO NO~tTH OF HIGH POINT ROAD J
SHTsIIT T~Or ,~~ 5! ~3 1
C
N
0
0
co
uw
~i
~~
~,
~~
m
0

~rtc~

z
~~~
N ~~~
n~
I -s.as

~-
m
o -
0
~
.A

GSLiT- sawn
~` ~ Mt W
~; - .__
su wm+ ._.
-
_~ lUT cLtTl
--I
m
r
~ _ ,_
w -- ,~~
1.rf ~ r r
W ~•J-
~' ~~ ~ O ~
i- ~

0
m
r
r
z
c~
~ ~ -
1
"D
0
~F'l~,E{ _ "(~',•~~°rnr,~ 5E-rr4... (F~r{~ ern-td,lJ~tizr~13.+ Lhg+~~~-~+P.
5~"+ ~bs5 i r}c,
Ash T~RAtW $rRG~ ! ~ 1
•1

Is'~,AN ~I~~~
~~~~~~
~I~'~ ~8
~~~~~ Q ~:~~~~

~ D
~

~ C~or~63f~KaB7~d+D std (7
=
1
' 1IAD B3
0b TiIZ•SIS
r
G~
, ~ C.~
~

~~~~~
DIVISION OF HIGH~TAYS
: ~ GITfLFORD COUNTY
PROJECI':8.U~42101 (U-2524AB)
GREENSBORO - WEBTEItN LvoP FROri
. NOR'FI3 OF I-SS NErilt GROOT1ETOrli~
TD I~IORTIi OF HIGi-3 P01NT ROAD
SHEgT_~~ OF ~~ 6/3p103