20040271 Ver 5_Application_20071030

t
~ d STNFo f,/ ~ ~~
L~
STATE OF NORTH CAROLINA ~- ~~~~
IETigNDSAfVt) ~VAt~ rr I,~`ALI/h
DEPARTMENT OF TRANSPORTATION rcRn,~~a, ~k ;~~tYr~
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
October 22, 2007
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
ATTN: Mr. John Thomas
NCDOT Coordinator

SUBJECT: Permit Modification Request for TIP I-2511CB, I-85 Improvements from
North of SR 1002 to North of SR 2120 Near the Town of Spencer in Rowan
County, State Project No. 8.1631503, Tip No. I-2511CB.
Debit $570 for Major WQC modification from WBS Element No. 34163.1.2.
REFERENCE: 404 Individual Permit issued October 7, 2004 (Modifications dated September
20, 2005, and December 16, 2005); USAGE Action ID 200221534.
401 Water Quality Certification No. 3.456 issued April 20, 2004 (Modifications
dated January 7, 2005, February 9, 2005, October 6, 2005, and November 30,
2005); DWQ Project No. 040271.
Dear Sir:
The North Carolina Department of Transportation (NCDOT) is requesting a permit modification
for the above referenced project. The need for the permit modification arose when solid rock
was discovered during construction at Permit Site 1 on the west side of I-85 where a headwall
had been previously proposed. To construct the headwall would require substantial blasting of
bedrock in the stream bed in order to provide a large enough footing for the headwall. The
blasting activity would require that McCanless Road be closed to traffic for an additional two
weeks. NCDOT proposes to eliminate the headwall from the construction plans and extend the
existing 30-inch Reinforced Concrete Pipe (RCP) an additional 13 feet. This will add an
additional 13 linear feet of permanent stream impact but will minimize disturbance in the stream
bed and shorten the construction time. Attached please find the updated permit drawings and
half-size plan sheets of the impact area.
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]
WEBSITE: WWW.NCDOT.ORG
LOCATION:
PARKER LINCOLN BUILDING
2728 CAPITAL BLVD. SUITE 240
RALEIGH NC 27604

The revised design does not compromise NCDOT's compliance with the existing permit
conditions. No new impact sites have resulted from the design modifications. Minor design
changes have resulted in an increase in impacts at only one site (Site 1). The design
modifications have been evaluated for compliance with the avoidance/minimization criteria and
are in compliance with all previous Individual Permit factors, including the following:
• Protected Species,
• Cultural Resources,
• Aquatic Life passage, and
• FEMA compliance.
Modification History
The original permit, dated October 7, 2004, authorized 2,218 linear feet of permanent stream
impacts (994 linear feet to Town Creek and 1,224 linear feet to UTs to Town Creek), 0.051 acre
of permanent impacts to riverine wetlands, and 0.47 acre of permanent impacts to non-riverine
wetlands. The permit modification issued by the USACE (September 20, 2005) authorized 2,060
linear feet of permanent stream impacts (a reduction of 158 linear feet), 0.049 acre of permanent
riverine wetland impacts (a reduction of 0.002 acre) and 0.47 acre of permanent non-riverine
wetland impacts (unchanged). A second permit modification was issued by the USACE on
December 16, 2005, in which stream and wetland impacts were not altered, only the staging
technique of the onsite stream mitigation construction at Site 5 changed.
Proposed Modification
The following table summarizes the jurisdictional impacts currently permitted at each site with
the exception of Site 1, which reflects the proposed increase in impacts.
Permanent Wetland
Im acts acres *
Temporary
Permanent Stream
Impacts
Natural

Site

Riverine
Non-
Riverine Stream
Impacts
(acre) Stream
Impacts
(linear feet) Requiring
Mitigation
(linear feet) Channel
.Design
(linear feet)
1 0 0 < 0.01 115 +13 115 +13 0
2 0 0 < 0.01 163 163 0
3 0 0 < 0.01 80 0 0
4 0.002 0 < 0.01 90 90 0
5 0 0 0 864 864 1,375
6 0.047 0 < 0.01 200 37 0
7A & B 0 0 0.01 362 200 0
8 0 0.47 < 0.01 85 0 0
9 0 0 0.03 114 114 0
10 0 0 0 0 0 0
Total 0.049 0.47 0.05 2,073 +13 1,583 +13 1,375
* =Includes fill, excavation, and mechanized clearing. (+/-) =Indicates the impact increase or decrease
2 of 4

Following is a description of the design modification and the associated changes to the
previously permitted stream impacts at Site 1.
Site 1, Sheet 4 of 35
Station 647+50 - L - (LT/RT)
The design for the existing RCP extension in UT to Town Creek is being proposed for
modification to eliminate the headwall previously permitted due to the amount of blasting of
bedrock in the stream channel that would be required to construct the footing for the headwall.
The additional 13 linear feet of permanent stream impact is from the proposed extension of the
RCP. The quantity of temporary stream impacts associated with the installation of the pipe
extension is less than was associated with the headwall, although the reportable quantity (<0.01
acre) remains unchanged. The area of temporary impact will be shifted 13 feet further
downstream to the end of the proposed RCP extension.
Authorized Impact: 102 linear feet permanent stream and <0.01 acre of temporary stream
impacts;
Proposed Impact: 1151inear feet permanent stream and <0.01 acre of temporary stream impacts.
Impact change: increase of 13 linear feet of permanent stream impacts (which requires
mitigation through EEP).
Mitigation Strategy
Of the 2,218 linear feet of permanent stream impact that was originally permitted, 1,642 linear
feet of impact required mitigation, with 1,375 linear feet of that impact to be mitigated by on-site
natural stream design. The mitigation for the remaining 267 linear feet of permanent stream
impact was obtained through EEP. The September 2005 permit modification resulted in an
overall reduction of 1581inear feet of permanent stream impact, which included a reduction of 72
linear feet of stream impact that required EEP mitigation. The impacts to be offset by mitigation
through EEP were thus reduced to 195 linear feet. With the addition of the proposed 13 linear
feet of permanent impact to a UT designated as requiring mitigation in this application, the
revised stream impacts to be offset by mitigation through EEP are 208 linear feet. The EEP
currently lists mitigation for 267 linear feet of stream impact for this project. As the current
stream impacts requiring mitigation, including the additional 13 linear feet proposed in this
application, are below the amount currently authorized through EEP, no additional mitigation is
required with this application.
Regulatory Approvals
The NCDOT respectfully requests that the referenced Section 404 Permit be modified to reflect
the revisions outlined in this letter. The NCDOT is also hereby requesting a modification of the
401 Water Quality Certification from the NCDWQ. In compliance with Section 143-215.3D(e)
of the NCAC, we have provided a method of debiting $570, as noted in the subject line of this
application, as payment for processing the Section 401 permit modification application. We are
providing five copies of this application to the North Carolina Department of Environment and
Natural Resources, NCDWQ for their review.
3 of 4

If you have any questions or need additional information, please contact Bill Barrett at (919) 715-
1624.
Respectfull ,
i
(~/ Gregory J. Thorpe, Ph.D.
Environmental Management Director, PDEA
attachments:
Permit Drawings -Sheet 4 of 35, Sheet 4 of 35 (w/ contours), Sheet 5 of 35, and Sheet 34 of 35.
Half Size Plan Sheets -Sheet 5, and Sheet 5 (w/ contours).
cc:
w/attachment
Mr. John Hennessy, NCDWQ (5 Copies)
Ms. Marla Chambers, NCWRC
Ms. Kathy Matthews, USEPA
Mr. Ronald Mikulak, USEPA -Atlanta, GA
Mr. Clarence W. Coleman, P.E., FHWA
Ms. Marella Buncick, USFWS
Dr. David Chang, P.E., Hydraulics
Mr. Mark Staley, Roadside Environmental
Mr. Victor Barbour, P.E., Project Services Unit
Mr. Greg Perfetti, P.E., Structure Design
Mr. S. P. Ivey, P.E., Division Engineer
Mr. Kent Boyer, DEO
File: I-2511 CB
w/o attachment
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Scott McLendon, USACE, Wilmington
Mr. Eric Midkiff, P.E., PDEA Project Planning Engineer
Ms. Beth Harmon, EEP
Mr. Todd Jones, NCDOT External Audit Branch
Mr. Carl Goode, PE, Human Environment Unit Head
4 of 4

r
i )rv4 ~
- I
•` ' `
5 __
.~ ~' ;~~.'..
y, ~
~~yy ~~
~L"j
' mma~
V Z
N 4
RI RA ; O T P~C i ~~
R~I ST EIyM i.-
i m _ _ ~ ~., ~ ~ g
r
~ o - N ~ ~.I ~ ` `~ O y -~~il
~
~~
~
c ~
~ 11 St~ 4~+~
~ moo, _
o,
_ o
~I ~ c~ o ~
Ir~tn
(~
o o= ~==o~
__ ,/ ~~o~-~
1 SYW. ~ _
S-
/
``
~ _ U z
T L `Cj- ~~ ~~~~
'
~
15"CS W ~
ELB W5 \ ~ `, o~,> ~,~
~,
\
\
` p _,
V TC D ~
- ,B R Z Wx~~h
~
,
~ ~ ' 18" ASP ~ ti ~ Z

C S~ Cp ' 4> ,_~-~__ ~ i
- __ -~
11 i C~.i `~ _ - - __ _---
B ~ i --;. - _ -- - - -
< ~,5 . - ~
> ~ ~ O N A~ ~ ~ cn w
w

~ ~
~ ow

..
--- ----- ----- ---- -- --
---
-I=85 -

--
-- -- ~ :: ~ ~ i ETAIN

- -----
.-~-_ - _..-- -- ----- .~ wo ~

1 1 ,
~

DIOTCHR
II R AIN N 2GI ~
Oq ~I~ "RCP ~
J
' U
~ ~
~
r, ~ x `~ I N
~ ' AND PIPEiD4 "T`
' t '
\~ U Q Q
H ~3

9A
__. ----- ~
C7 ti
~~ -- -_ -- ---_
--
- - ,o
~;~
-r ~~ ,., ~.~ _ I
o~~-
_ -
~~
I ,
~ ~
~ , ~ ~ ~'c
r ~= ~ _ ~ i~ ~, cs~ D
,f r
/ 45~ P~ f ~O S C I
.`

J ~
te- ( ' ,.
o
t
/ / (( l o C B~ ~~ / 7
/ ,~ ~ ~
~
R

l~
/~ ~ ~
~ ~ ._ ~.
_
~;

AMES SMITH
~: DETAIL

Do not place riprop in
stream bed
I Not to Scale)
~°o~~o' Ground ~ ~' _
~
-
-_
. -
~\

~
~
DB. 629 PG. 858
ie• cross ~ '%
~
- rig s
C C ~~~~ , s
`
~
~`t
7
18./Z 14Ci RIPfoP .
c. ~
I
- _.
- ..

-
' ~ ~ ~ c"'` = Z ~
.~
~
. ~
` '
`
_~
~ a
,
-
--
SEE DETAIL THIS SHEET #=`' ~;~ ~ H :. / 5 m N ~ W
CLASS I RIPRAP; DO NOT PLACE
RIPRAP IN STREAM BOTTOM ~ ~ ~
'(fir ` 3
~ g
N ~ p
t
_
_
~
- ` [~~`c~i~~~~N
i
0
/ O
~
2~~~=2
Sta. 647+65 -
T ~
'
~
~
r: ,,
Sta. 647+43 -'
r I~
~'~~. ~ _ `' ~' LATERAL ~- U ~ ~ ~ o
15" CSP W/2 ~ 'o ~ =-: o ~'; ~ RI P r: r V-DITCH ~ ~ Z W ~ O W
~ QC ~+. cn
:
CO °~ °• ` .= JB R p
~
>
.
ELBOWS
c~
~
"
~~~
_
~ 18
CSP 4.
/ ,,r.',`V _ c
;~_"_T `
'
,
-
"
,,,
.,-
_
.
CP; ~ -
\ ~ 36
u
CLASS B
r o.
---- -I- -iZiPRAf- i- -- ---- a ----- -i = U -----~ --
'yt' ~ n: ~ ~ ----
76 2GI ~-_ _
i ~ - --
t_ >
~
~ 'p
' ~ 1 ~ ~_yY_ ~ -. _- 19 ~ Q
r ~~?,. ~ ,
COLLAR AND
`~' ~ -"
~
~
^
,;
v,w
t- ~ cL~ ' :,;- <~~ : y~ ' EXTEND - ~ `" ~
`'
'" G ~ o w

a~
M ,~
_ ;, z hT: 1 ETAIN ~ o~
~
_ J
CONCRETE rr R AIN ~° -.2GI" ~
DITCH 'r 4, ~_~~ 15 RCP ' U
I,'
-- --- ~
t
°
'
@
_-- --- - - -
~
--
__ - --- -- --- _ -1
-- - - --- ---Rfiv1OVE- DI r1 -- --- - ill
(A ~
~ i N AND PIPE~Ii' "' r` ~ ~~
_-. _ a
-- - ------ ------ - 2GI -. - Il w a
t
~~
A
-
~ oa
' - -- _ - . - - r__
--- - - ~ iZ - _ _ - - - = CO w
_ COLLAR AND t;rc°,_ _ _I °
. ~ i EXTEND - - w
2G1 rr ~,,,` rr t s` '~ 2Gf'

;:_._
~,
~- I Q ~ 15" CSP 7D
`
~
"
~
\ `
+/ / N
RC
'30
,
--~ W/2
W/2 CE BOWS `_ `
~~ ~ ~ ~: 5 R P~ - ~ELB_OWS
~..._.._ ~ _- . __ -t --_ 9C =~
-- 2G1 - -' -- ~ ~ -- ... -~. _ ...__ ..
PPSH - - RIPRAP ~ ` _
CLASS B ~ c7 _
~; RIPRAP _
--CL- POT 15" RcP C - R
o. + 4 =
-Y12- POC -_; \ _
Sta.16-t63J9 -

-
(C J ; ~ DETAIL ~
H
-
~.~ Do not place riprap in
stream bed
t Not to Scaie) -
JAMES SMITH ~; ', , c°o~rra' cro~rria - ~\ -
DB.629 PG. 858
ie• cuss i .. ~ ''t C C` ss
8.77 Ac Riprap
- . ..

-CLALT- -CL-
647+50.79 647+50.00
730 ~ ~ 730
720 ~ ~ 720
710 _ '~ _ _ _ ~____ _ -^~ 2, 710
.-- ~
1
1 700
\
700 Ze
i
690 - ,, / ~--- -" - 690
. - - 1---t~"
_
69.44
~.S. 683.345
200 150 100 50 0 50 100 150 200
SITE l

CROSS SECTION VIEW NCDOT
DNISION OF HIGHWAYS
ROWAN COUNTY
PROJECT: BJ631503 (I 2511081
50 25 0 50 1 85 FROM NORTH OF SR 1002 (BR/NGLE
FERRY RDJTO NORTN OF SR 2120
GRAPHIC SCALE 1 ' 50' (LONG FERRY RDJ NEAR SPENCER
SHEET 5 OF 35
DATE /0/22/07

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
SYrollae Syiunluro Finln Tenp~Flllln F~roaNalMi In IAsahaNred Cfba-Iro Flllln Sw Flnln 51I TaepFlllln E~dadip Chnd Nahra-SYisan
SMM Ma (Frwn/TaJ Shs /Type N'ef/arde (ad Weflaida fad N~eAkAnda fad llk/Aod ///J (aa1 lMahard! fod fPIanS1 fad S1P laal M~onrVed KtJ QsMOn O'fJ
l 6~T~i-fLT/RTJ JD'RQP 0 0 0 0 O~Ab 0 ~ QA- /~'f 0
~ {-fLT/RlJ ~'AQP 0 0 0 O 0,080 0 C Od l63 0
J 49I1E7-CSR--fLTJ l!!'RfJ' 0 0 0 0 0007 0 ~ Q01 80 0
4 C~P~C 1800 10'l~'P 0 0 O Q002 Q080 0 ~ Qp 90 0
5 C+RP/B ~~100 la A~gNE O 0 0 0 Q6lb 0 0 864 p15
QILP/A ffi~I00
6 J/'ND -CSAG`- fLTJ NgME 0.017 0 0 0 0009 0 l Qd eoo O
7A 8070-t 07rJ A9YJ0'AQP 0 0 0 0 OD87 0 f Qd A,~ 0
78 ~EtpJ -L- fLT/RTJ ~~ q(~ 0 0 0 0 QQ~O 0 QQ- 800 0
8 7J~W0 ~- NgME Q3 0 0 QJl Q+OIA9 0 f QAI 85 0
9 7~'I~i-/.-fLT/RlJ •R//7d3'gC6C 0 0 0 0 Ob0 O QQTO M O
119 ~ 5 fo 865 3-span bid0s 0 0 0 0 Q000 0 0 0

~~ 0117 0 0 0112 Q866 0 QQ5 8073 1315
S/rE 3, 80r7-.Qoe~e nolralq~Ar+e Mnpiorlon
S/TE 6 ISJn Qoae naF rogWr+e Mnpollan
37f'1F.Dbe~ rogrdro mN-palian
SITE 7Ar l~ QDes nd r+egtdne Mnyiol/un.
S/TE & 8~ Dbee na1 rasgWne nY/ly~ollun-
Ten~oarary In~lrsorn wart ar+eoa -800 nneor reerr0al aar+eBJl NCD4T
DNISION OF HIGHWAYS
ROWAN COUNTY
PROJECTi8J631503 (1 25/ICBJ
1~5 FROM NORTH OF SR 1002 (BRINGLE
FERRY RDJTO NORTH OF SR 2120
(LONG FERRY RDJ NEAR SPENCER
SHEET 34 OF 35 10/22/01

;ill `\ \i4r~~;: ~~"~~ ~ p !- 11 5
„~~_ \~. ~ ~ r`SJx . a ~ / ~} wApwAr aswrr xYplAeuCa
'~~ ~t{3 Yfl~ , QN~; ~ ENGIAI®l WpEiWI
PlS~1 AS'MSBI , a~a~\p .•~,, v~ ~ /~ ~~ ~~`N«RO ~h CA','1"p~o4
~'" n- sls~2r~r~ n^ sr~~rLr~ ~, ~ rs ~ ~ »... r, .,,.. ,
D ^ 08D'193' p . gay ppp ~p '~ itssrp~ ~r tsar
L ^ 1,5674' L . 69~iJit' p ~ ~ .~4 '~ .~°
^ 4 ~Q W09S1 19141
R
1T
,ppp~ n ~
z
R
587
65'
SE ^ MC p ~ / 4f '~I 4>;I~t~ ° ~ °4pf~t~
wo a. // /~ BEGIx I y'°rFRO,fAI~' ~i~p'EO~`s
dos 1 C1~ a COxSTRUCTILW 4u1wW ALLUnu++~
b
O -GYI2- sra12+T35O IsRr f ~ a pt's ~ ~A REIEASEFORfANSTRUC170N
BEGlx EEL AY a1 (3~ 0a . F3~ ~,
USN 1ROP6AiE1 / e ~ €3~ 4~
c ~ ~~~' Q, JAIFS A61H
- p6./111R111 t,Qt ~? OLillIC161 /
~,~ ,,bt' ~ an ~o
aa.M7+Nd7 / ~~~ ~~' ~ ~ ~ ~ woods 11(~~
160,00 R / ~ - Y1 O
~ -CIALT- PbCSla6/8+1224 ^ ~ Q fl Q ~ f~~~d 4 X00
~ ~,Y! P~1~OCSb.l6+2712 ~ d/ ° /~? ~ Td ~' ~ '~
-C - STA64B+86.79 I ~, / JA1~ LNOIEYCU7T
' ~ Q ~ BEG~x STEEL 8EA11 CUARDRai ~ ~ ~~
SITE i ~ / ~'
~'L- STA647+55b6 !2J'LT -~'!z- sra15+ m lrxgr ~ ~I ~~ d 4 +
A. L d al x ~ a S {~ IQ N EL AV C1IARORaL "1rL~~ P~a656i4711 -CL- STA657+451>7
BEGN! CONC Ba?R/ER fk~ 7+Md7 ~ c+1 ~ N NW F NC
l \ 9a ~} N ~ is ~ iY- STA 648+9353 \~ b CIN N ER
'' Cb65'I i ~ 1 L - - ~ '~ ~ ~
1 N Y / ~ ~ ~ a n d afrt a ~ ' ~ END RgLDGE SBl - ~ ~ } ~ ~~ r ~ ~ S \ \ 1 ''`- \ ~~1
~ ~~ \ \ ~ ~7 /2 EL +15 rs~1r C3,, / - ~ ~ ` ~' ~~ '~ ,-\ - ~ J I ~ xL i nY cu L \ ~ \
- - ~ `$w.N gal jI L~ /yY (l ~ _ ) ~ 1 1
--. \ ~/BEBfN l~N Cf11TE ~ t it~~•7al ~ S ~ , /S w,~o0s - _ r BEGIN S7fEL BEAV WatDA \ ~a ~~ \ ~~ `~ ~~ ~ / - 0 _ _ ZRE ~ X15r. ~l ~\ \Z ~ > ~~~\
-CL- 0.647+55E6- \\ DI ` " ~yn,/ ~ < l 1 1 I ~ ~ ~ _ FENCE '. ~. ~ ~
ND ffL B~ GuataFtali _ IY CY F{ \ ~ ,2 ~ ~ ~E ION ~ ~ i OPH. W7E 1 \ fl` I ` ~ / / ' ~ ._. r J ` IfQIi ~' \ u 1111 ~ 1
._.- \ ~ ` tY CS \ kF-AF - 7 TC!NI ~ v ~ ~ / / / / - - ~ "' ` ~ l S ~ ~ J
REYa ~AisT. -~ 1
J wo s I " - -~ _ _.-- _- - - -- ~- ~
~,„ r son a -~ p ~
I Lp , I'K71'Q~'11 bll'~~I~~1`'~b ' brS'jjli ~aq l F r ~~ L=~.=-'c = =fir =_ ~ ~,,-~,I~'I~q~}il i i 'I~~• - - ~ ~I 0 ~ vweo.ie Y
'F 4 - - == ~ '~=--- - - ?-~l - sas ._ t . =tro = =___ _ ~p=- /~gl-£}L41gl~~L'b1~41~{~!"p~'C~I'~L?b~1~ = = =j =~~?I~Pf!5;~~ • I~$~~~f 'V O
~ ~-` - ~ _ - - -- - - - - - _ - - - - - - - REUGVE ExISl.G4t! I OD
~ ray 24 en
BEGIN EERY GUTTER AIAI ~' EL ~" mv=tozu i-e5 zresr ~~ ~p
d ' ' _ ~ DITCH ~ ~ ~' ror . tos.+i - ~_ - - - -- ET C
>~ 4B57-CL'sTA6 t< l!! u • -Arcr .--2Q~ -~r~-- _ -- -- - - I-
.~ --- _ ,
X75};GRA - I Ra ;SiAGtE-FACEdOtlANORAI
Z_ _ 1-85 24857 % - ~ - - - -_ - - _c_ __ ~
ssE DEm~Lrr 1E
~_ - _ _ - RT. ®7W ~ F
N - '= _ - '"- ~ Atv¢ 1 ou - _ - -=iii _ _ __- __ ~_L _ - ='~1`=_" -~_~11 ~ L Co`LUl.1HD•EJnEM = =7W I ~„(• 1/~
O ~ 1 / ~ - -_ -` r '1 Q' - - ~ - - _- _ -EL_- ==~,aL- - - - it •~~I'' - - ~~ O
~ ~J2 / /~ f I~u~ FlMYp !~. ~ l -CL STAG +60J~ ~ .~-~' . Sf1'I ~74:~I43dQ'IQ'I' ~I ~' ~ ~ ~I - ~ , / ~ i ~ 6E 0 ,~LXt 1-
_ ~ f 1 /1, ~ I -CL- A 6 +9264 BE~IN EERY £R ~ / / ~ / - ~ N BE N EIi~ -"
~1-~/ EAA L- A649 b4 9'Rf f ~ t / LL+ I R6 Y+J~f 1 e
~ ~+ + ~ +-•7-t- r i1 / a x GLN EEI/EANjGUai RaL ~ t ,'S -1 J ~ ~~ / ~ / ~~ - V
f 1 ~~ ~ ~ ~-1 ~~ J I ~ y -0rt ~• ~ ~~ `1 ~~ - ~- ~ ,_ _ J ~ ~~ o ~ ~ ~ '~ ~ _ / ~ /~ ~ / ion c EAL~ic
~ J FTAIL a N N o r' /n i~ ~ / ~ / ~' ~ ~ .~7A= r c _ _
~ ~ ~ / L- ) p'~ FEE + ) ~ ~~ ~ s si ~ J( r~~- , /;;~r~rJ =_~ J/;~ ~ ~~/
~ ) ~ ~ 12- scan 994 Itr LT & RT , - _- j r / /
1 ~ I / ~ $ STA +55b) 8 'Rf ~ GIN fE1 A.Y GU aL A l I R ~ E IsT' // ` / l / / / /
N
- 1 ~> ~ , ~ 1 ~ R ~ ~ ~ ~ ~ ~ x I f 1 RT END Ba'4 R (3 . ~ ~ ~ 1l 9NAN(0. 1 NR\ 16$ 1 ~ I I I ~ I I ( ~ ~• ° ' + - ~ ~ ~ / , ,/ ~ J /
n ( Y I REYW Ex1 l~ @ GrN Gu wools ~ S• ~ ~ ~ iJAlES L. NONETIwTT J
N L 1 . _ L t 1 ~ FEE _ ~> ~ ~ C f 1 : - 7"- 4 _. ~ , \ ~ ~ / fEEGIN S(EEI BEAM I~4al / ~ /
o - ~ . _ , 41'12- E L III 5~ L ,o ' ~ ~ 1 , S 70 ~dD~l M 1 ~ ~ / ! l G c «` ``~ t_ ~ - -~i ~ / YA~A~ At)~ ~ J J
i I BEGIN WxC BARRIER SEE ~P ~,
v STRUCTURE PANS ~ ~ 101 ~ ~
E p
BEGix EERY LITTER
m {Y- STa647+5Ob) ~~ 9~~ ~ -CL- STA 648+92b4 ~, D4 617 f0. /N
E END RN GU?Eq p Q LFnA N. ~~ 1, a b
i Rii b r- ~ p.411946q
m -(,1'12- STA18+5984 LgU a RT ~!~ '' e% ~0 ~
o END STEEL BEAN WMO4aL ~~ ~\f''
FOR PROFILE SEE SHEET 17
Ex0 cpxsrRLrcrLav G3" \\
~ f9~ \ p
s p~
M ~~ ~ TME~~
0o SJ~ \ K LPA ~ 7lEiVA0R0UP OF NOMiCaoliA pi
~; a` 1G 16 GROUP ~ ~ eloon D«a.DmA /gym fro ^
° JAIES R1111~R A!0 IFE b TFNYaromA7brLCaiawL7AAm pi1o~xanp.olraantt
N~ ~~\ JE~ss~M<usrz \ \\ p ~ ~ ~~ ROADWAY PLANS
as ~~ k 4 ~ aMA Engineering ~ T~
o "3~ ~ b \\ \\p~ ~.r CONSULTANTS, INC. COIIBtrDClYOa IAC~
598 Calf CIm1Mm meat SuEp 137 Clry, NC 17511

rt~vls~avs
MATCH TO SHEET 4 STA. 644+00 -CL-
f ~~ _ -~ ~ fly ~ ~ ^~ ~ _ -
f ~~ ~``~ III v. `~
r~~ ~'~~ N6 V M _ 4 C
~~ ~~
-' / ~,-_~ ~ ` -~ I I I III I
o~ mm
~~ ~g 4p III ~ t" ~ I IIII
~~ I ~ ~ \\ ~I ~~o III I ~I ~ ~ i ~ III III ~ I
~~ ~'~ ~ yy~ ~' _ ~ III I ~ ~~ II I~II~ a
aw ~\'~ \\f~ ~ ~ II I~ n ~ II"II ~I
~; .~ I .ii~ ~ II ~a
I - ~ Il lllb~
r ~ ~ ~ +~-
~~~ n~Y~T2 ~ I I`~-
~ ~ _ -- 111 I ~ ~°
~ ~ ~~' w ~..1 I a I Irl
V1J I
f~ o~'~ /
~~. m ' I
A
1~~*~ ~ /
1
J
2Ic _ I$~± / ~ /
r ~
2 i 1
\
+ s
~ ;
. ~ ~

~
l I
/
i ,; / J 2
A 1 ~~ ,~n g
~~~~cD~o
rrrrr~
~a~~~~~~
6~5 6~5 ~~
~~
~_a-opt
rrrrr
~ ~ ~~~~
~ o ~~
~~ ~~
1 G
~~
r
V~ ~ ~ 1
~3''~,
Q~ ~
c~,
~ °'c
8 ~
a~~ /
~ /~~
~~ ~ ~ ~~~~
~ ~ /
~~ m
Q
~r~ =a~
~o ~ ~ I~Ir
~C m
~~-
~ D ~' ~
~>
~m 5
~`~ m ~~
~~~ ~~~
~i~
~~~
~~
~'~' ^
~~
I ~ o ~a~,a ~..
~ J II III i 's" ~ " I I X11 I ~/ ~~ ~ .~ ~°j' .
~,
I ~~ i . ~ d
~~ ~ ~ s %~
\ ~ ~ /p~ \
°\ '~~ m2 Q II ~o i t I III i I ~ I ~~ ~.C~I~G3nan~,~4i~t3i~e3i ~ ~.,,.,,.
m y
~~~ ~ I I R~ I I I I ~ ~" - ~.
.a ~ - ~ II ~
`~ ~ ~ ~ ~_~~,~x-~I I i11~ lull ~I ~ ~~ €~ sso ~o~
~ - // m> ~ I I IJII III J ~ ~,
`/-Fm ~ s' ~ I ~ I ~ a 1 I ~ ~
_ I I °
~~2~ * ~h I~~a~m III I, , I I ~ I Illfll1111 v~ ~ '~I~Z ~ °'a
~~ ~ ~ ~ ~ IQ I U I I III X11 II I ~+ N ~~ ~ ~~
-~ r'- ° ~ ~~ _ ~ I II I I ~ ~ I m II IIII+IIII ~ ~~~ ~ .~I ~= Z ~ ~
~~ ~° ~ ~ I~ I I~~ s ~ g I W ~~
_ ~~ m II II I II 11 ~~ ~- ~,> ~,
a
,~
.~
0
~ /~
N I I
'~~
~.
~~a~a ~,~
~~
~~~
/~/~'~\~
/~'~'~~ \
~~ ~ (~ _ _ I II I I I 11 I I I IIII I ~ ~ ~~ ~~ J/
r
° ~ ~° ~, I I II ~ I ~ lalll I +IIII ~ ~ ~ ~,~,~
\~,a
~ ( ~`I - I I III ~ 1 I I ICI ~) II ~. / ~_~~~ar,~
I I II i ~ I I. I ~I I I / ~~ \p.
~P I 1
~~

~ I ~' I

~
~ I ~ I
II
I CI ~~ I
I I I

I II I I~ I I I I it
I ~ ~" -
~ +~
~ .
,
~w ,~
~ _
~ +
~ ~ II I I x
1 I I
I I ~'~ I
~
~
~- /~i .~
~ 1 ~-+ . I
,~ ~ ~\ \ ~ I
\ I
I II
I II
( f
I ISM `~ I I I
~r~ ~ ~~ ~
f
~~ ~ +1
°1 111
I 1 II ~
d I
I I ICI _ I ~ I
I
^ ~
a
b
6~ ~ _ ~ '~o ~`~~ I
+I \I I ~
III ~
II~
( Ia
I~~ . I I .

-~

o O
g T

~ m
y

m

H
=
cn

V
~ __ ~ .Illll III
f , ~~ ~,~I+ lA I~ IIIf II ~ I I ~ -~
~_ .~~ I IIIIiI I~~~
,~ ~ ~I~.
~ ___. -~ ~~ ~ ti~ o f I I I ~I ~ I I I I~
1 I \,\ ~ ~I ~~ ~ IIII I I I ~I II~~
I ~ II I I I I I I II ,
h III III
1
~~ \~hi `\ I ~ II IIII I I I ~ III ~~I1+ I V
~ \ ~ `~ = III I I
I ~'n ~ \ ~ ~\~ ~ ~~ =111 I N II I II I Ill~jll.~~ I I
`~ vl ~~ ~ ~ ~~ I I I I X31
* I/ ~ ~ , ~I ~ ~ I III II-~ I
~, -.\ ~ ~I~I ( I III+i
\~I,; ~`~ ~; I IIII I;~'~~i~
~~ ~ ~ ~ I I ~$ ~~ ' I i l I I I~+ ,
\,~ ~ ,, ~~ ~I I 1) III .f ~ a
\\ \ \ \~ \ III .~ 1 111 I I ,.. +
,~ ~ a .l~ l l. l l l _. ,
\ \ ` N va ~ C
~ ~
$g~ ~+~ \ \ `~ ~ -III I~ ~~I
s~S ~~' I ~ ~~, ~I II I ~ I U -~
\p ~ N C , I
I~ \ ~ -~ I ~ ~ 4 l=
MATCH TO SHEET 6 STA.658+00 -CL-
a
b .V~, a' /
~~ .
\~
,. _ /
I 0
~ ~~ J
~I ` f/ ~~ g a
~ ~ ~~\
~~
~~~\i ~~~
~\ I11 I/II
~~ I 1 ~
II I~/I~ Ib/
31 - ~ ~~
311 4
,3p~r I
s.-
~~ 1 ~rx~
3
/ ~ 1 ...1~' `.. ~
b« r
`~