20130112 Ver 1_Application_20131009

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STt�TE Qf� NOR"I'H C�ROL[NA
D�PARTMENT OF TRANSPORTATION
P,�`r' L. Mc:Cizc�iz��
ccn'eiivuit
October 7, 2013
iJ.S. Army Corps of Engi�leers
Asheville Regulatory Field Office
l51 P<<ttan Ati-eni�e, Room 208
Atilieville, NC 28801-50p(
ATTN: Mr. Ste.vcn Kichel:�ki
NC:'UO'f C:'oordinator
:1y'r}�t��vY .�. T;�'r,a
Srckr:r:�izv
StJB1ECT: Applicatio�i for Ntodi�cation to Section 404 Nation«�ide Permit
33 fr�r tlle proposed v��ide�li�1� of I-485 (Ch�u�loCte Outer Loop)
from T-77 to SR 3642 (Rea Koad) sotith of Char�lotte in
Mecklenbui•g Cotinty, Fe�ieral Aid Projec� No. iMNHF-0485(8),
Division (0, WBS Elernen� No. 39929. ].(, `I'IP No. R-490�2.
REFERENCE: Sectio❑ -�04 Permit, issued March 7, 2013, tISAC'E flction ID
SAW-2011-00255.
Dear Si�°
'I'he North Carolina Depart�ment of 'I'r�insportation (NCDO'I�') proposcs to modify t(ae-
approved Section 404 perrnit for [he above refercnccd projcct. Installation of a temporaty
wot�k trestle, utilired diu�ing consh�uction of Ihe perrnanent bridge over McAlpitle Ci'eek,
has resulted in temporary impacts to the creek. The temporary iil�pact is limited to t��•o
(24" diametecj pipe P.iles anci two (12"x I?") brace piles, which are supportive structures
for the trestle. The tcmporary impact is six linear feet (<0.01 acre). Temporary piles are
cnrrcntly being reilloved. The duration ��1' pilcs within the ereek will total approximateJy
three weeks. This ten�porzii�y iulpact does ❑ot constitute- l��ss of� water and does noC reqt�ire
miti�ation.
Please see the encJc�seci copy of the updatcd perriiit drawin�s and woi�k ti•estle
specifications for the above reYerence project.
All other impacts remain as stated in the February l, 2013 �lpplication and subsequent
permits.
MAILING ADDRESS: LOCATION:
NC; D[PARiY16NT UP TR�NSPOi9iAliUN �11:.LEP4!UMt:: 919-707-6000 CC-Ni{1fiY C[iJTER, f3UILDIPlG Fi
PAOJf_G�I DEVEI.OPMFNi & EN�/IIIOPI��if P1TAI Ah1.41 YSIS UNI? FAX: [phone] BIRGI�1 (iIUGE niilVE
1598 Mnit. SFHVicr: Cr-.viF�; Rni.r.icii NC 27610
Rn:t u;r� NC 27699-1548 Wrrisrrr;:rvcc�ot.cov

A copy of this permit application and its distr-ibution list �vill be posted on thE NCDOT
VVebsite at: https://connect.ncdot.gov/resources/Environmental. If you l�ave any questions
or need additional information, please call Erin Cheely at O19) 7U7-6108.
Sincerely,
�- �
-�Richard W. I�ancock, P.L;., Manager
Project Developi��ent and Environmental
Analysis Unit
cc: NCDOT Pecmit Application Standard Dislribution List

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VICINITY MAP �
• OFF-SITE DEfOUR N.T.S. N
BEGIN TIP PROJECT R�902
-Ir STA. 44 + 65.00
\ I � END BRIDGE
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�.m� BEGIN BRIDGE
- -L- STA. 7Y5+35.29
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THlS PROJECT IS WITHIN THE MUNICIPAL �� c
BDUNDARIES OF THE CITY OF CHARLOTTE ��, �,
!i AND THE TOWN OF PINEVII,I.E. `°
� CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD III.
THIS IS A CONTROLLED ACCF,SS PROJECT WITH
ACCLSS BEING LIMITED TO INTERCHANGES.
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MECKLE1�B UR G CO U1�T Y
LOCATI0111: I-485 FROM I-77 TO SR 3624 (REA ROAD) SOUTH OF CHARLOTTE
TYPE OF WORK GRADING, PA VING, DRAINAGE, SIGIIIING, ITS £� STR UCTURES
WETLA11ID A111D STREAM IMPACTS
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BEGIN BRIOGE
-L- STA.200+V.36
END BRIDGE
-L- STA.203+30.42
BEGIN BRIDGE
-1- STA.237+92.61
END BRIDGE
-L- STA. 239+92.94
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� BR7DGES ST.9TIONED OFF OF EASTBODND BXIDGE STATIONING
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END CONSTRUCr10N
-YB- STA. 72+9d.00
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SITE 3 EN� BRIDGE
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�END BRIDGE �END 6RIDGE
-L- STA.311�t20.53 -L- STA.344+6821
eEGIN BRIDGE BEGIN BRIDGE
-L- STA. 309+22.92 -L- STA. 341+50.67
T BEGIN CONSTRUC710N
SIlE 4 -YB- STA.37+75.00
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PRELIMINARY PLANS
W NOT UStt PO2 CoNSTRUCTION
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END TIP PROJECT R-4902
—U STA. 468 + 50.00
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BEGIN BRIOGE �
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Revised 09.09, 2L1,3
?errn�i Drawi�r�q
5���.C'L'�_ - ()F ��
LANE
CONSTRUCTION
CORPORATION
S7 V/ Ra�Ph Whit� Associatcs, Inc.
T^^ MDR Erpinee'np, lnc. o11M Groliiws
1"9 1( ]7]]W!anlqin.5u�t]W Rc4:f�..NC17611
Rc4:f
i l! \ N.CB.E L.S. liwrue Numbar. F-0116
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH P7,�1NS PREPARED FOR THE NCDOT BY: gyDRAULICS EAIGINEER
STU/RALPH WHITEHEAD ASSOCIATES, INC.
ADT 2075 = 153,8�� 7000 West Morehead Sr., S�e. 200, Charlorte NC, 28208
50 25 0 50 100 LENGTH OF ROADWAY TIP PRO ECT R�902 = 7.773 MILES NC Gicense Number F-0991 =�
� 1� r r�_ I_ .__� ADT 2035 = 220,700 ', � aF kOR➢p C
j, = 0 2012 STANDARD SPF.CIFICATlONS !4 �9p
PLANS DHV 10 /o LENGTH OF STRUCTURE TIP PROJECT R-4902 = 0.254 MILES - o �
D= 60 % (BASED O1V 485 OUTER BRIDGES) >
v s. °
SIGNATURH--- -� � �-�' �
50 25 0 50 100 T = 10 °/a ` TOTAL LENGTH OF TIP PROJECT R-4902 = 8.027 MILLS RIGHT OF WAY DATE: _ JOHN _N. JOHNSON�__PE __ - --- -- �,� �
�
�, j V= 70 MPH OCTOBER 1 2012 Pko�scr excrnrr,�a ROADWAY DESIGN �e�, P4p
-' ENGINEER P o a4°
PROFILE (HORIZONTAL) *( TT57 5+ DUAL 5) �Tp"-"
70 5 0 10 20 FUNCTIONAL CLASSIFICATION: NCDOT CONTACT: TERESA BRUTON, PE ��'ING DATE: JOSEPH A. FREEMAN, PE
— - --- - -- --- -
---
--��--- - -- OCTOBER � ZO�2 PROJECT DL•SIGN ENGINF'F'R
i_� I. � INTERSTATE Project Engineer - Transportaiion Program Management --- ---- -- --
PROFILE (VERTICAL) STATEWIDE TIER r�
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sir,xArur�e:

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LEGEND
�DENOTES IMPACTS IN
SURFACE WATER
BANK STABIUZATIOM
��/� DENOTES TEMPORARY
I�f//�� IMPACTS IN SURFACE WATER
-L-
P!s Sta 274+76.46 Pl Sta 308+20.60 Pl Sta 342+49.93 Pls Sto 350+75.36
6s =/' S0' 00.0" �= 54' 22' 42.9" (LTl p= 2P 00' 00.0' (LTJ Bs = 3' 00' 00.0
Ls = 400.00' D= 0' 55' 00.0" D= P 30' 00.0' Ls = 400.00'
U= 266.68' L= 5,932.2P L= 1,400.00' LT = 266J0'
ST = 133.35' T= 3,2/0.82' T= 70794' ST =/33.37'
R = 6.250.45' R ° 3,8/9.72'
e = 4.0% e = 6.0%
RUNOFF = 400' RUNOFF = 400'
DS = 75 MPH OS = 75 MPH
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TEMPORARY IMPACTS
IN SURFACE WATER
THE
LANE
CONSTRUCTION
CORPORATION
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STV / Ralph Whifchcad Associates, Inc.
HDR Engineenng,lnc. otthe Carolims
AUHYOJO�:.e.kraY07 'Lw�'.,HC]/dlE
� N.CBE.L.S. Lic<nse Number: F-0116
PROJEC7 REFERENCE NO. SHEE7 NO.
R 4902 26
FrW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMII�TARY I'LANS
DO \OT USE t'OA COVSTRC'CTION
C-=� EXISTINGLANE
1� PROPOSED LANE
� FUTURELANE
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SEE SHEET 60 FOR -L�T- PROFILE
SEE SHEET 60 FOR -LRT- PROFILE

LEGEND
�DENOTES IMPACTS IN
SURFACE WATER
(BANK STABIL2ATION)
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
-�-
P1s Sta 274+76.46 Pl Sta 308+20.60 PI Sto 342+4993 Pls Sta 350+75.36
es = r 5a oo.a� o= 5�- 22� 42.q� rcr� o= 2� oo� oo.a� r�r� es = s• oa oo.a�
Ls = 400.00' D= 0' 55' 00.0" D= P 30' 00.0' Ls = 400.00'
LT = 266.68' L= 5,9322/' L= 1,400.00' LT = 266J0'
ST =/33.35' T= 3,2/0.82' T= 707.94' ST =/33.37'
R = 6,250.45' R = 3,8/9.72'
e = 4.0% e = 6.0%
RUNOFF = 400' RUNOFF = 400'
OS = 75 MPH DS = 75 MPH
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THE PROIECT REFERENCE NO. SHEET NO.
LAN E R RN✓OSHEE7 NO 26A
CONSTRUCTION ROADWAY DESIGN HYDWaULICS
CORPORATION ENGINEER ENGINEER
�
SN / Ralph N'hitchcad Associa�cs, Inc.
' � PRELIMINARY PLr1NS
DO I�OT I:SP. POR ro\STNI:(TIO.�'
T�^ H00. Ergineanng,ln�.ollha Carolinos
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1 L./ \ N.C.BE.lS. Lica�se Num6er: F-0Ilb
C =' EXISTING LANE
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Sheetl5 of19
SEE SHEET 60 FOR -LLT- PROFILE
SEE SHEET 60 FOR -LRT- PROFILE

THE PROJECT REFERENCE NO. SHEET NO.
-LLT- LAN E R-�,°sHE� No. 60
59O CONSTRUCTION ROADWAY DESIGN HY�RAU�ICS
CORPORATION ENGINEER ENGINEER
Pl = 340+35.00
EL = 54876' �
VC = 2/0'
580 /� _.34J� Sll'/ Ra�ph Whitchcad Associates, Inc.
D� 70 � � PRELIMIN RY PLANS
DO NOT USE PO CONSTRU(TION
�^ MDR Engineering,lnc.oltha Coroli�ws
5 7 � EN� GHADE BEGIN GRADE t���� "`° o10ni 5""' �m "`i'�","c ven
\ N.C.B.ELS. Gmnu Numben F-0116
BEGIN MILLIN� AND 3/"OVERLAY END MILLING AND 3/"OVERLAY
OF LATEX MODIFIED CONCRFTE OF LATEX MODIFlED CONCRETE
AT APPROACH SLAB FlT MPROACH SLAf3
560 -L- SrA= 34I+49.05 -L- STA= 345+7_0.77 560
ELEV. = 549.1/' ELEV. = 550.15'
-PROPOSED GRADE
(+)0.3936%
550 (+J0.3936% -- ----
(-J0.302/% �+�o.�os9i — ------------ ------------------------------------ 550
------------ — I �
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540 �� ExisriNC cROUNr� 540
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530 \\ MCALPINE CR K � 530
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52� 1� i � NWSE = 519.30' J2�
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ISEE SHEET 26 FOR -LLT- PLAN 1
339 340 341 342 343 344 345 346 347 348 349 350 351 352
-LRT-
590 590
Pl = 340+04.00
EL = 550J0'
580 K�= 34a 580
D � 70
57O END GRADE BEGIN 6RADE 57O
BE�IN MILLING AND j/"OVERLAY END MILUNG fLVD 3/"OVERLAY PI = 350+30.00
OF L.A7 F_ X M00/FlE D CONCRE rE OF LAT EX MODIf lED CONCRE7 E PI = 348+00.00 EL = 553.46'
AT APPROACH SL/aB AT MPROACH SLAB EL = 55277' VC = 2/0'
o, -L- STFl. = 34/+26.93 -L- STA. = 345+20.77 VC = 2/d K= 3/50
� 560 ELE_V. = 5.50.48' ELEV. = 55/.33' K= 974 �� �� 560
u PROPOSED GRADE 0� 70
� _ _ (+J0.5157% (+)0.5157% (+10.3000% (+J0.3000% (+10.3667%
`� 550 (-J0.3030% r+�o.�os�z — -------- --------------- 550
E_, ___________
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� 540 / F xisriNC cr�ouN� 540
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ti rJ2� � � �� NWSE_ 519.30' �j2�
�� �-�`�' RE vised 09.C9, 2013
� Pe��r,it D�owinq
�' Sheet 16 of 13
� 510 510
°� SEE SHEET 26 FOR -LRT- PLAN 1
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�%;: 339 340 341 342 343 344 345 346 347 348 349 350 351 352
, _� 3

LEGEND
��r,� DENOTtS NPACTS i1
Y1t/�� SIJRFACE I4ATER
Lil% (F3ANK SIAHIIZA-�IONI
/�cT�r,c� DENOTES TFMPORARY
1�'f/j� IMPACiS IN SuRFACE YIA-�ER
z
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.... .. . .. .. . . ... .....___". _.
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_
/ _.____ . -... _.. .
I
��["�'I� �
20' 0' 2C' -
�SreetS7 �..
GRA�'HI� SCls _- � _
�Y�1����'
DIVISI�N DI� HIGHWAYS
MSCKLENI�UItG C�UNTY
PRDJECT: C202831 (R-4902)
I°485 FR�M I-ii TD
SR352�1 (RI;r� R�All>
S�UTi� �F CHARL�TTE
SHF,ET �F Ol% 29% 20

�
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
I
1 -L- Sta. 96+15 Tempora Barge I 0.06 75
to 97+05
2 -L- Sta. 200+40 Tempora Barge 0.15 100
to 201+g0
3 -L- Sta. 309+65 Tempora Bar e ' 0.04 76
to 310+05
Bank Stabilization 45
4 -L- Sta. 342+80 Tem ora Trestle
<0.01 6
TOTALS: 0.00 0.25 45 257
NOTE. Drilled Piers in water at Sites � and 2. Total impact =<0.01 ac (75 sq ft) from six piers (two at Site 1 and four at Site 2).
NOTE�. Pipe and brace piles in water at Site 4. Total impact =<0.01 ac (15 sq ft) from two pipe piles (24" in diameter) and two brace piles (12" x 12")
Revisetl 3IJ1IC5

/�
�
/ %
� �
/ / �
END OF � � ' �
BEAMS BRG. � � � �
2' ± / ( 1 �
(TYP) � l \l� / l
� BEARING l l
END BENT 1 � , �
WORK TRESTLE
-� - .�TQ .342+40 19
APPROXIMATE
TOP OF BANK (TYP)
� CRANE BEAMS
�l . l W. P. #2 (BRIDGE) � � TRUCK `D
L � L- STA. 342+42.19 BEAMS d.
. � . . . . . . .
� / // ,•
/�
TOI-77 � .
/ / /
��fi �
�/ (`/J �/
BRIDGE � �
BENT 1 ��l l l
/ /
� �
� �
� CRANE BEAMS
SAWCUT LINE (LEFT LANE BRIDGE)
� BRACE PILE (TYP)
TRESTLE BENT 1
� BEARING
WORK TRESTLE
-L- STA. 342+g0.19
o � '
� I
. . .-L-
0 90°
� I (TYP)
McALPINE
CREEK
NOTES
1. WORK TRESTLE DESIGN IS BASED ON TWO LOADING CONDITIONS:
1) A SOILMEC SR-50 DRILL RIG W,4LKING ACROSS THE TRESTLE.
2) A LINK BELT 138 CRANE WORKING FROM THE TRESTLE WITH THE
CENTERPIN OF THE CRANE LOCATED AT THE C.L. OF TRESTLE BENT 1.
2. ONLY ONE MACHINE MAY BE ON THE TRESTLE AT ANY GIVEN TIME.
3. ALL STEEL IS GRADE 50.
4. FOR DETAILS AND MEMBERS NOT SHOWN, REFER TO JOHNS PASS FINGER PLANS.
5. DRIVE ALL PILES TO A MINIMUM TIP ELEVATION OF 487.0.
6. DRIVE 24" PIPE PILES (BENT 1) TO 100 TONS BEARING CAPACITY.
7. DRIVE HP 12x53 PILES TO 80 TONS BEARING CAPACITY.
I
�
TRESTLE
BENT1
SAWCUT LINE
(RIGHT LANE BRIDGE)
� CRANE BEAMS
BRACE H1
BRACE H2
/�
�
/ �
/ �
�/ / //
/ ( �� / /
/ ���/
� � /
� � BEARING
/ � END BENT 2
WORK TRESTLE
�� � -L- STA. 343+20.19
/. //
—� ' �
� � /
/ /
� /
-L-
—��►
W. P. #3 (BRIDGE)
-L- STA. 343+21.80
l .' � i�
� � � –HP12x53(TYP)
� ( . �� /
/ �J /
/ /
/ � /
� � BRIDGE
�l BENT2
Z 16 13
TO MA1-THEWS
STRUCTURE 6

LINK BELT 138
�
TRUCK
�
CRANE
BEAMS
'L ��� X Oir .. A� .�
%" WELD TO 1
� DRILL RIG SIDEEFRAME _
� TRUCK BEAMS
14' - 0" � CRANE SIDEFRAME _
� DRILL RIG SIDEFRAME _
10' - 6" � CRANE BEAMS
-L-
�y:���►%,
SOILMEC
50 DRILL RlG
SECURE MATS T
BEAMS WITH CLIf
OR OTHER SUITAE
METHOD
�
CRANE
BEAMS
-L-
5' - 7%" 7' - 1 %„
�c x ,c x x ,c ,c �c ,c
3' - p,�
(MIN) 8' - 0„ 6' _ 0„
(TYP)
� -L- �
CRANE CRANE
BEAMS BEAMS
END BENT 1
�K�
97'- 0"
-L- �
8' - 0" _ �_ 6' - 0" ,
� 3,� p„
�'
%„ WELD
�ILMEC
SR-50
�ILL RIG
! x 4 BRACES (TYP)
L 3„ x 3" x%" (TYP)
WELD TO CAP OR
SECURE WITH
LAG SCREWS
SPAN 8
� /,� X 8„ X 5� ±—
%" WELD
TO TOP FLANGE
�
=A. %" BOLTS (TYP)
' AND PILE
=EVE PER
-INS PASS
-��
12" x 4'-0" x 20'-0" (MIN)
TIMBER CRANE MATS (TYP)
–� ^---� —�
CAP AND PILE
STIFFENERS AS NEEDED
� 10' - 7'/s„ 8' - 7'/a„
24" X %" d
PIPE PILE
(TYP)
-L-
LINK BELT 138
� 7 6 6 6 �
HP12x53
(TYP) - L -
END BENT 2
i. %" BOLTS
ATBENT1
�ND BENT 2)
TRESTLE BENT 1
BRACES PER JOHNS PASS
OR USE BRACING SIMILAR
� TO END BENTS
OUTRIGGER AND
BRACE PILE
(TYP)
STRUCTURE 6
?'1 � 13