20190593 Ver 3_I-5111-I-4739 Modification Wake_Johnston December 20 2019_20191223

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
December 20, 2019
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Attn: Eric Alsmeyer
NCDOT Project Coordinator
JAMEs H. TROGUON, III
SF.CRFTARY
Subject: Modification Request for Section 404 Individual Permit, Section 401 Water
Quality Certification and Neuse Riparian Buffer Authorization for Interstate 40
Widening and Improvements from I-440/US 64 (Exit 301) to just north of SR 1525
(Cornwallis Road), including improvements to NC 42 and SR 1010 (Cleveland Road)
in Wake and Johnston Counties, Federal Aid Project No. IMNHF-040-4(139)301; TIP
Numbers 1-5111 and 1-4739, Divisions 4 & 5; Debit $570 from WBS Element
42346.3.1.
Dear Mr. Alsmeyer,
The North Carolina Department of Transportation (NCDOT), applied for permits for the subject project
on May 7, 2019. The Corps of Engineers issued the Section 404 permit for the project on September 6,
2019. The North Carolina Division of Water Resources issued the 401 Water Quality Certification for
the project on July 10, 2019 (NCDWR Project No. 20190593).
It has come to our attention that several wetland and riparian buffer impact areas require revisions. The
buffer areas were visited in the field by staff from NCDOT, RK&K, and S.T. Wooten on December 2,
2019. These issues have been brought to your and Mr. Rob Riding's attention by Division 5 staff.
Attached are revised permit drawings depicting the affected areas, all of which have a revision date of
12/12/2019.
This permit modification request accounts for the following items:
1. Additional buffer impacts at Sites 23A, 2313, and 26A. These revisions reflect additional
impacts to mitigable buffer zone 1 areas that the Division requested after field reviewing the
top of banks and edge of transportation facility areas at each location. (This information was
previously submitted to DWR before the other issues came to light).
2. Changing temporary impacts along the upstream, right bank of Swift Creek, Site 40, to
permanent impacts by lining the bank with Class II riprap. This is considered a permanent
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION TELEPHONE: [phone] LOCATION:
ENVIRONMENTAL. ANALYSIS UNIT FAX: [phone] CENTURY CENTER, BUILDING A
1598 MAIL SERVICE, CENTER 1000 BIRCH RIDGE DRIVE
RALEIGH NC 27699-1598 WEBSITE: NCDOTGOV RALEIGI NC, 27610-4328

stream impact as bank stabilization. Previously it was considered temporary impact under
construction and dewatering activities.
Site 42, -L- 106+38 — 111+14 RT will change a portion of the mechanized clearing to
permanent fill in wetland. This is due to a Geotech recommendation to push riprap into the soft
soils 12" — 24" deep in the area of the wetland. This limits the amount of undercutting that will
need to occur. The Geotech recommendation states the station range is appr. -L- 110+00 —
125+00. The actual impacts due to the wetland shape are in the station range -L- 106+38 —
111+14. (There is a portion of temporary fill in wetland that will change to permanent fill in
wetland, 0.002 ac, but it is so small that it is lost due to rounding). We do not anticipate a
draining effect on the wetlands. The relocated channel will serve to function like the stream we
are removing (SDN). There will be no voids in the riprap that is installed therefore we do not
anticipate a discharge. Soil will be prevalent throughout the riprap.
4. There is a tributary at STA 110+00 -L- Rt which is within the foot print of the proposed
Geotech recommended changes. The contractor is not proposing riprap within the stream
channel; if during construction it is determined that riprap is required for long term stability, it
will be installed deep below the exiting channel with enough backfill over it to retain the silt
bottom of the channel. For this reason, the temporary impacts to the channel remain the same.
Specially for item 1, the buffer impacts, these revisions reflect additional impacts to mitigable Buffer
Zone I areas following Division 5 staff field reviewing of the top of banks and edge of transportation
facility areas at each location. The following sheets have been modified:
• Buffer drawing 1 of 52: titlesheet
• Buffer drawing 23 of 52: plansheet 31 reflecting revisions to Sites 23A and 23B
• Buffer drawing 24 of 52: plansheet 32 reflecting a revision to Sites 26A
• Buffer drawing 47 of 52: summary table
• Buffer drawing 51 of 52: summary table
The following impacts were revised:
• Site 23A: previous mitigable zone 1 impact total: 8,260 sq. ft.; new mitigable zone 1 impact
total: 10,192 sq. ft. (difference of 1932 sq. ft.)
• Site 23B: previous mitigable zone 1 impact total: 635 sq. ft.; new mitigable zone 1 impact total:
1,037 sq. ft. (difference of 402 sq. ft.)
• Site 26A: previous mitigable zone 1 impact total: 233 sq. ft.; new mitigable zone 1 impact total:
422 sq. ft. (difference of 189 sq. ft.)
• Overall total project previous mitigable zone 1 impact total: 299,329 sq. ft.; new mitigable zone
1 impact total: 301,854 sq. ft. (difference of 2,525 sq. ft.)
Please note that due to rounding of the impacts at these sites as well as the others, the overall increase
difference for these sites is 2,523 sq. ft., however the table shows 2,525 sq. ft.. All of these new
drawings now have revision dates of 12/12/2019.
For items 2 and 3 above, the following sheets have been revised:
• Permit drawing 1 of 125: titlesheet
• Permit drawing 83 of 125: plansheet 41 reflecting revisions to Sites 40 and 42
• Permit drawing 84 of 125: plansheet 41 reflecting revisions to Sites 40 and 42
• Permit drawing 124 of 125: surnmary table
• Permit drawing 125 of 125: summary table
2

• Buffer drawing 33 of 52: plansheet 41 reflecting the revision to Site 40, however there are no
buffer impact changes due to this revision. It is just to show the riprap bank stabilization.
Additional for item 2, the following impacts have been revised
• Site 40: previous permanent stream impact: 254', temporary stream impact: 90'; new
permanent stream impact: 334', temporary stream impact: 10'
Additional for item 3, the following sheets and impacts have been revised:
• Permit drawing 91 of 125: plansheet 42 reflecting revisions to Site 42
• Permit drawing 92 of 125: plansheet 42 reflecting revisions to Site 42
• Site 42: previous permanent fill in wetland: 0.23ac, previous mechanized clearing: 0.10 ac; new
permanent fill in wetland: 0.29 ac, new mechanized clearing: 0.05 ac (note that rounding with
all project impacts makes the total project increase in permanent fill in wetland 0.05 ac and the
decrease in mechanized clearing 0.05 ac).
Compensatory Mitigation
NCDOT has requested the appropriate additional mitigation from the N.C. Division of Mitigation
Services. The revised acceptance letter will be provided once it is received by the Department.
REGULATORY APPROVALS
Section 404: NCDOT requests modification to the USACE Individual 404 Permit for the project as
required for the above described activities.
Section 401: We are also requesting modification of the Section 401 Individual Water Quality
Certification and Neuse Riparian Buffer Authorization from NCDWR. We are providing this
modification request to NCDWR, for their approval. Authorization to debit the $570.00 Permit
Modification Fee from WBS 42346.3.1 is hereby given.
A copy of this request and its distribution list will be posted at
https:Hxfcr.services.ncdot.g_ov//pdea/PermApps/.
If you have any questions or need additional information, please contact Gordon Cashin at
[e-mail] or 919-707-6107.
Sincerely,
PhilipqHa,III, P.E., C.P.M.
Environment Analysis Unit Head

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STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
WAKE & JOHNSTON COUNTIES
LOCATION: I-40 FROM I-440 /US 64 (EXIT 301) TO JUST NORTH OF SR 1525
(CORNWALLIS ROAD), INCLUDING IMPROVEMENTS TO NC 42 AND
SR 1010 (CLEVELAND ROAD).
TYPE OF WORK: GRADING, DRAINAGE, PAVING, WIDENING,
RESURFACING & STRUCTURES
WETLAND AND STREAM IMPACTS
NOTES:
1. A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE CITIES OF RALEIGH & GARNER.
2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III MODIFIED.
3. THIS IS A CONTROLLED —ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
GRAPHIC SCALES DESIGN DATA
ADT 2018 = 106,200
50 25 0 50 100 ADT 2040 = 137,200
DHV = 65%
PLANS D — 9%
50 25 0 50 100 T — 9%
V = 70 MPH &
PROFILE (HORIZONTAL) FUNC CLASS: 75 MPH **
URBAN INTERSTATE
10 5 0 10 20 * (TTST 5% + DUAL 4%)
** DESIGN SPEED CHANGES
PROFILE (VERTICAL) N, AT US 70 BUS
M\ 83
PROJECT LENGTH PLANS PREPARED BY:
R—EL, KLEPPER S, 1-1, LLP
900 RID EFIELD DRIVE, SUITE 350
LENGTH ROADWAY TIP PROJECT 1-5111 /1-4739.......................... 12.950 miles RALEIGH, NORTH CAR oUNA 27e09
NC LICENSE NO. F-0112
LENGTH STRUCTURE TIP PROJECT 1-5111 /1-4739.......................... 0.094 miles FOR NORTH CAROLINA TOTAL LENGTH OF PROJECT 1-5111 /1-4739................................. 13.044 miles DEPARTMENT OF TRANSPORTATION S. T WOOTEN
2018 STANDARD SPECIFICATIONS
NCDOT CONTACT I Brandon J. McInnis, P.E.
PROJECT ENGINEER
TYDRAULICS
ENGINEER
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PERMIT DRAWING
SHEET 1 OF 125
REVISED KK019
REVISED 12/12/2019
SITE 21
END TIP PROJECT 1-5111/1-4739
P.E.
SIGNATURE:
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KZak Hamidi,P.E. LETTING DATE: Mary E. Yahl, P.E.
PROJECT ENGINEER - DESIGN -BUILD UNIT J U N E 19, 2 01 8 PROJECT DESIGN ENGINEER P E
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1-5111 /1-4739
42
RMI SHEET NO.
--�
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
- This document originally
This document originally
issued and sealed by
issued and sealed by
/
Mary E. Yahl, 040878,
Matthew L. Cook, 27434,
on 09-06-2019.
on 09-06-2019.
This medium
This medium
shall not be considered a
shall not be considered a
certified document.
certified document.
-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
KEVISED
9q
12/12/2019
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P: [phone]
900 Ridgefield Drive Suite 3501 Raleigh, North Carollna 27609-3960
NC License N0. F 0112
Engineers I Construction Managers I Planners I Scientists
ww Ak.—
�— Responsive People l Creative Solutions

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
39A
-L- 98+30-99+62 LT
ROADWAY FILL - WEM
0.07
0.02
39B
-L- 101+93-102+66 LT
ROADWAY FILL - WEM
0.01
0.01
40
-L- 103+59-104+95 LT & RT
BANK STABILIZATION - SDG
0.14
< 0.01
334
10
41
-L- 107+69-109+35 LT
ROADWAY FILL - WEP(1)
0.02
42
-L- 104+95-108+09 RT
ROADWAY FILL - SDN, WEN
0.29
0.01
0.05
0.02
200
43
-L- 110+24-110+66 RT
ROADWAY FILL - SEO
< 0.01
40
44
-L- 111+78-114+64 LT & RT
60" RCP, ROADWAY FILL, DITCH - SEQ, WE0(1)
0.04
0.02
269
-L- 111+58-111+85 LT
BANK STABILIZATION - SEQ
< 0.01
< 0.01
16
11
45
-L- 144+01-144+56 LT
48" CSP - SEU
0.01
154
-L- 143+75-144+08 LT
BANK STABILIZATION - SEU
< 0.01
< 0.01
40
11
46
-L- 164+25-164+78 RT
30" CSP / 36" RCP - SEA, WOE
0.02
0.01
168
47
-Y1 RPA- 16+63-17+14 RT
54" CSP - SLV
< 0.01
62
-Y1 RPA- 16+58-16+65 RT
BANK STABILIZATION - SLV
< 0.01
< 0.01
45
11
48
-Y1 RPA- 16+66-17+11 RT
ROADWAY FILL, RIPRAP - SLW
< 0.01
< 0.01
14
51
49
-L- 171+49-174+67 LT & RT
66" WSP / 66" RCP - SLU, WC, WOB
0.06
0.03
284
-L- 171+40-174+63 LT & RT
BANK STABILIZATION - SLU
< 0.01
< 0.01
64
30
50
-LCDWB- 64+67-68+61 LT & RT
60" CSP, CHANNEL CHANGE - SLS,WOA
0.05
0.02
0.06
< 0.01
588
57
51
-Y2RPA3- 23+20-23+82 LT
ROADWAY FILL - WNZ
0.02
-Y2RPA3- 20+23-23+20
ROADWAY FILL - PBL
0.58
-L- 199+51-205+31
ROADWAY FILL, 66" RCP - SLR
0.02
230
-Y2RPD3- 15+76-16+19 LT
BANK STABILIZATION- SLR
< 0.01
< 0.01
55
15
52
-Y2RPD3- 23+65-24+43 LT
DITCH, ROADWAY FILL - WGG
0.01
0.02
53
-L- 210+53-215+65 LT
54" RCP / 66" RCP - MILL BRANCH
0.06
< 0.01
401
7
-L- 210+21-210+61 RT
BANK STABILIZATION - MILL BRANCH
< 0.01
< 0.01
29
17
TOTALS*:
0.51
0.05
0.04
0.13
0.98
0.03
2953
260
0
*Rounded totals are sum of actual impacts
REVISED 08/28/2019. 12/12/19
NOTES:
2016 09 09

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
54
-L- 232+69-233+35 LT
54" WSP - SJ, WI
0.06
< 0.01
82
-L- 233+33-233+44 LT
BANK STABILIZATION - SJ
< 0.01
< 0.01
45
10
55
-L- 233+94-234+19 LT
48" RCP - SK, WJ
< 0.01
< 0.01
78
-L- 234+02-234+11 LT
BANK STABILIZATION - SK
< 0.01
< 0.01
40
10
56
-L- 246+22-246+77 RT
CHANNEL CHANGE - SEE
< 0.01
< 0.01
102
10
57
-L- 246+73-247+65
60" WSP - SDD, WFF
0.01
0.02
< 0.01
238
10
-L- 247+59-247+78 LT
BANK STABILIZATION - SDD
< 0.01
< 0.01
55
9
58
-L- 269+75-270+63 LT
36" WSP - SQ
< 0.01
100
-L- 270+58-270+85 LT
BANK STABILIZATION - SQ
< 0.01
< 0.01
33
27
TOTALS*:
0.09
0.06
< 0.01
773
76
0
PROJECT TOTALS*: 0.74 0.14 0.11 0.16 1.55 0.22 7636 1611
REVISED 08/28/2019, 12/12/19
NOTES:
*Rounded totals are sum of actual impacts
Revised 2016 09 09

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RALEIGH a4o 64
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SITE 2
SITE 3�
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STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
WAKE & JOHNSTON COUNTIES
LOCATION: I-40 FROM I-440 /US 64 (EXIT 301) TO JUST NORTH OF SR 1525
(CORNWALLIS ROAD), INCLUDING IMPROVEMENTS TO NC 42 AND
SR 1010 (CLEVELAND ROAD).
TYPE OF WORK: GRADING, DRAINAGE, PAVING, WIDENING,
RESURFACING & STRUCTURES
B UFFER IMPACTS
NOTES:
1. A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE CITIES OF RALEIGH & GARNER.
2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III MODIFIED.
3. THIS IS A CONTROLLED —ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
GRAPHIC SCALES DESIGN DATA
ADT 2018 = 106,200
50 25 0 50 100 ADT 2040 = 137,200
DHV = 65%
PLANS D — 9%
50 25 0 50 100 T — 9%
V = 70 MPH &
PROFILE (HORIZONTAL) FUNC CLASS: 75 MPH **
URBAN INTERSTATE
10 5 0 10 20 * (TTST 5% + DUAL 4%)
** DESIGN SPEED CHANGES
PROFILE (VERTICAL) N, AT US 70 BUS
c0
PROJECT LENGTH PLANS PREPARED BY:
R—EL, KLEPPER S, 1-1, LLP
900 RID EFIELD DRIVE, SUITE 350
LENGTH ROADWAY TIP PROJECT 1-5111 /1-4739.......................... 12.950 miles RALEIGH, NORTH CAR ve09
NC LICENSE NO. F-0112
LENGTH STRUCTURE TIP PROJECT 1-5111 /1-4739.......................... 0.094 miles FOR NORTH CAROLINA TOTAL LENGTH OF PROJECT 1-5111 /1-4739................................. 13.044 miles DEPARTMENT OF TRANSPORTATION S. T WOOTEN
2018 STANDARD SPECIFICATIONS
NCDOT CONTACT I Brandon J. McInnis, P.E.
PROJECT ENGINEER
3YDRAULICS
ENGINEER
Aw
BUFFER DRAWING
SHEET 1 OF 52
REVISED 8282019
REVISED 12/122019
SITE 21
END TIP PROJECT 1-5111/1-4739
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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P.E.
SIGNATURE:
ROADWAY
DESIGN
a
ENGINEER
O'z TR OP
KZak Hamidi,P.E. LETTING DATE: Mary E. Yahl, P.E.
PROJECT ENGINEER - DESIGN -BUILD UNIT J U N E 19, 2 01 8 PROJECT DESIGN ENGINEER P E
SIGNATURE:

BUFFER DRAWING MITIGABLE IMPACTS ZONE 1
PROJECT REFERENCE NO. SHEET NO.
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SHEET 23 OF 52
MITIGABLE IMPACTS ZONE 2
NAD 83 SHEET NO.
DES
ROADWAY DESIGN HYDRAULICS
ENGINEER
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This document originally
issued and sealed by
issued and sealed by
Mary E. Yahl, 040878,
Matthew L. Cook, 27434,
on 06-06-2019.
on 06-06-2019.
This medium
This medium
shall not be considered a
shall not be considered a
certified document.
I certified document.
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BUFFER DRAWING MITIGABLE IMPACTS ZONE 1
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-L- POT Sto 102-+96.00
-L- POT Sto 103+2090
Responsive People I Creative Solutions

RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS
BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
Site Station Structure ROAD PARALLEL
No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
CROSSING IMPACT ( 2) ( 2) ( 2) ( 2) ( 2) ( 2) ( 2) ( 2)
ft ft ft ft ft ft ft ft
14A
-L- 168+89-169+89 LT
BANK STABILIZATION - SRM
X
1658
946
2604
14B
-L- 172+50-172+88 LT
BANK STABILIZATION - SRM
X
1824
1680
3504
14C
-L- 175+81-176+98 LT
BANK STABILIZATION - SRM
X
2795
277
3071
15
-L- 186+18-188+55 LT
ROADWAY FILL - SRJ
X
0
90
90
16A
-Y5RPD- 22+19-22+50 RT
EXIST. 24" CMP PLUG
X
2032
2231
4263
16B
-Y5RPD- 24+79 RT
EXIST. 15" CMP PLUG
X
613
306
918
16C
-Y5RPC- 53+20 LT
60" RCP - SCF, WQF
X
1489
0
1489
17
-Y5RPC- 54+38-55+47 RT,
-L- 250+27 LT,
-Y5RPA- 21 +91-23+05 RT
BANK STABILIZATION - SOE, WQV
X
12126
3903
16028
18
-L- 256+39-257+51 LT & RT
DITCH, 66" WSP- SOI, WSD
X
6922
3626
10548
19
-L- 272+67-275+51 LT & RT
DITCH, 66" WSP - SNF
X
8722
5049
13771
20
-L- 281+93-284+50 LT & RT
CHANNEL CHANGE - SNH, WQE,WRX
X
3953
956
4909
21
-L- 322+40-323+33 LT & RT
CHANNEL CHANGE, 72" RCP, SNY
X
8579
4452
13031
22
-L- 323+52-325+32 RT
CHANNEL CHANGE - SOC
X
3438
1054
4493
23A
-L- 361+15-364+65 LT
CHANNEL CHANGE - SLF / SEM
X
10192
2082
12274
23B
-L- 368+90-369+15 LT
BANK STABILIZATION - SEM
X
1037
0
1037
23C
-L- 374+40-378+99 LT
CHANNEL CHANGE - SEM
X
11509
228
11738
24
-L- 378+63-379+21 LT
BANK STABILIZATION - SLI
X
1108
0
1108
25
-L- 373+59-374+08 RT
ROADWAY FILL/ DITCH - SNM
X
61
775
836
26A
-L- 381+90 RT
BANK STABILIZATION - SNK
X
422
0
422
26B
-L- 385+01-385+81 RT
ROADWAY FILL - SNK
X
1025
0
1025
-L- 385+80-386+06 RT
BANK STABILIZATION - SNK
X
712
0
712
27
-L- 386+06-386+88 RT
BANK STABILIZATION - SNO
X
1765
1079
2844
28
-L- 387+14-387+47 LT
60" WSP - SEM
X
1116
0
1116
TOTALS*:
31431
15161
46592
51667
13572
65239
0
0
NOTES:
REVISED 12/12/2019
2018 Feb

RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
Site Station Structure ROAD PARALLEL
No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
CROSSING IMPACT
(ft2) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
39
ONLY IN PERMIT SET
40
-L- 99+00-107+44 LT & RT
BRIDGE
X
14449
7030
21479
1104
2993
4097
41
ONLY IN PERMIT SET
42
-L- 106+42-107+44 RT
ROADWAY FILL - SDN, WEN
X
7169
5126
12295
43
-L- 109+63-114+04 RT
ROADWAY FILL - SEO
X
7471
4557
12028
44
-L- 110+99-115+29 LT & RT
60" RCP, DITCH - SEQ, WEO(1)
X
12849
6061
18910
45
-L- 143+25-145+12 LT
48" CSP - SEU
X
11384
6539
17923
46
-L- 164+25-164+78 RT
30" CSP / 36" RCP - SEA, WOE
X
10987
7345
18332
47
-Y1 RPA- 16+15-17+72 RT
54" CSP - SLV
X
5350
2012
7362
48
ONLY IN PERMIT SET
49
-L- 170+95-175+40 LT & RT
66" WSP / 66" RCP - SLU, WC, WOB
X
20163
9924
30087
50
-L- 178+00-184+97 LT&RT
60" CSP, CHANNEL CHANGE - SLS,WOA
X
38684
25634
64318
51
-L- 199+51-205+31
ROADWAY FILL, 66" RCP - SLR, WNZ
X
17316
9930
27247
52
ONLY IN PERMIT SET
53
-L- 209+51-217+29 LT & RT
54" RCP / 66" RCP - MILL BRANCH
X
27804
17778
45582
54
-L- 232+37-234+37 LT
54" WSP - SJ, WI, WJ
X
8694
5213
13907
55
ONLY IN PERMIT SET
56
ONLY IN PERMIT SET
57
-L- 246+11-248+25 LT & RT
60" WSP - SDD, WFF
X
15680
9394
25074
58
-L- 269+75-270+63 LT
36" WSP - SQ
X
10972
7749
18721
TOTALS*:
28492
1 14255
1 42747
1 181583
1 113030
1 2946131
0
10
PROJECT TOTALS*: 1 116816 1 55819 1 172635 1301854 1 166946 1468800 1 0 1 0 ::]
NOTES
REVISED 8/28/2019
12/12/2019
Revised 2018 Feb