Public Notice US Army Corps of Engineers

Public Notice No. Date: Closing Date:

LRL-2019-444-sea 05 Oct 2021 04 Nov 2021

Louisville District ®

Please address all comments and inquiries to: U.S. Army Corps of Engineers, Louisville District ATTN: Sarah Atherton, CELRL-RDS, Rm 752 P.O. Box 59 Louisville, Kentucky 40201-0059 Phone: (502) 315-6711

This notice announces an application submitted for a Department of the Army (DA) Permit, subject to Section 10 of the Rivers Act of 1899 and Section 404 of the Clean Water Act: APPLICANT: Nucor Corporation 1915 Rexford Road Charlotte, NC 28211 AGENT: Burns & McDonnell Engineering Company, Inc. 200 West Adams, Suite 1600 Chicago, IL 60606 LOCATION: Ohio River, left bank at Mile 644.7 in Brandenburg, Meade

County, KY Latitude: 38.011176° Longitude: -86.139644° 7.5 Minute Quad: Mauckport, KY PURPOSE: To construct a barge terminal associated with the Nucor

Brandenburg steel plate mill. DESCRIPTION OF WORK: Nucor Corporation has requested the modification of DA Permit LRL-2019-444-sea which included 1,450 linear feet of grading along the Ohio River shoreline, construction of two barge ramps, nine new mooring cells, a spud barge, and maintenance dredging. The original permit was issued on September 10, 2020. The new proposal would include 735 linear feet of grading along the Ohio River shoreline, two additional mooring cells (11 total), two concrete barge access ramps, and a barge dock. The proposed modification would impact 0.1 acre of open water for the mooring cells, 0.6 acre of open water for the dock, and 735 linear feet of the Ohio River shoreline to facilitate river access. The dock would be constructed using an open cell sheet pile wall backfilled with a total of 67,900 cubic yards of sand, capped with aggregate and concrete (42,000 cubic yards of fill material below the ordinary high-water mark (OHWM) elevation of 399.1 feet Ohio River Datum (ORD)). The dock would be constructed to two elevations to accommodate fluctuating river levels. The upper dock would be at 426.24 ORD and the lower dock would be at 405.24 ORD. The dock would extend 50 feet riverward from the normal pool elevation of 383.0 ORD and would run 200 feet parallel to the

Regulatory Division South Branch Public Notice No. LRL-2019-444-sea river. A 3’ deep riprap apron would extend an additional 10’ riverward along the river bottom from the bottom of the sheet pile of the dock for additional structural support. Prior to placement of riprap for the apron, dredging would be required. Dredging would be performed using an excavator/clamshell mounted on a flat spud barge and disposed of in an upland area. The dredged area would be within limits previously proposed and permitted for maintenance dredging. Two new mooring cells would be constructed approximately 100’ upstream and downstream of the corners of the dock at 438.2 ORD. During construction of the open cell wall dock, tail walls, and mooring cells, 1,365 linear feet of sheet pile would be driven into the riverbed from shore-based cranes and a crane barge on the river. Total area of impact below the OHWM would be 0.31 acre. AVOIDANCE, MINIMIZATION, AND MITIGATION MEASURES: Overall, the applicant has a total of 4,500 linear feet of Ohio River shoreline within their property. The applicant was previously authorized to perform grading activities along 1,450 linear feet of the Ohio River shoreline. The current proposal of 1,180 would require 270 linear feet fewer impacts to the Ohio River Shoreline. The current proposal would avoid a total of 2,920 linear feet of Ohio River shoreline along the project area. No mitigation has been proposed for this project. It is noted that this proposed mitigation plan is open to comment and subject to change. The Corps will make a determination of appropriate mitigation, upon review of all submitted information. REVIEW PROCEDURES: A DA Permit cannot be issued if any legally required Federal, State, or local authorization or certification is denied. A DA permit, if otherwise warranted, will not be issued until a State of Kentucky Water Quality Certification or waiver is on file at this office. In order to comply with Section 401 of the Clean Water Act, the applicant must apply for State certification from the Kentucky Energy and Environment Cabinet Division of Water (KDOW). Copies of this notice are sent to the appropriate Federal and State Fish and Wildlife Agencies. Their views and comments are solicited in accordance with the Fish and Wildlife Coordination Act of 1956. The Endangered Species Act (ESA, 87 Stat. 884, as amended; 16 U.S.C. 1531 et seq.) requires federal agencies to consult with the U.S. Fish and Wildlife Service (USFWS) pursuant to Section 7(a) 2 of the ESA on all actions that may affect a species listed (or proposed for listing) under the ESA as threatened or endangered, or any designated critical habitat. A copy of this notice is being furnished to the USFWS for their review. Per this notification, we request comments from the USFWS concerning potential impact to threatened and/or endangered species that may occur within the project area. After receipt of comments, the USACE will evaluate the potential impacts to proposed and/or listed species and their designated critical habitat and initiate consultation with USFWS, if required. Any person may request, in writing, within the comment period specified in this notice, that a public hearing be held to consider this application. A request for a public hearing must state the specific interest which might be damaged by issuance of the DA Permit. A Memorandum of Agreement to address adverse effects to historic and archaeological resources was executed on August 18, 2020 and remains in full force and effect. The decision whether to issue a permit will be based on an evaluation of the probable impact of the proposed activity on the public interest. That decision will reflect the national concern for both protection and utilization of important resources. The benefits which reasonably may be expected to accrue from the proposal must be balanced against its reasonably foreseeable

Regulatory Division South Branch Public Notice No. LRL-2019-444-sea detriments. All factors which may be relevant to the proposal will be considered; among those are conservation, economics, aesthetic values, general environmental concerns, historic values, fish and wildlife values, flood damage prevention, land use, navigation, recreation, water supply, water quality, energy needs, safety, food production, and in general, the needs and welfare of the public. In addition, the evaluation of the impact of the activity on the public interest will include application of the guidelines (40 CFR Part 230) promulgated by the Administrator, United States Environmental Protection Agency, under authority of Section 404(b) of the CWA. The Corps of Engineers is soliciting comments from the public; Federal, State, and local agencies and officials; Indian tribes; and other interested parties in order to consider and evaluate the impacts of this proposed activity. It is presumed that all interested parties and agencies will wish to respond; therefore, a lack of response will be interpreted as meaning that there is no objection to the proposed project. Any comments received will be considered by the Corps of Engineers to determine whether to issue, modify, condition or deny a permit for this proposal. To make this decision, comments are used to assess impacts on endangered species, historic properties, water quality, general environmental effects, and the other public interest factors listed above. Comments are used in the preparation of an Environmental Assessment and/or an Environmental Impact Statement pursuant to the National Environmental Policy Act. Comments are also used to determine the need for a public hearing and to determine the overall public interest of the proposed activity. Written statements received in this office on or before the closing date will become a part of the official record and will be considered in the determination on this permit request. Any objections which are received during this period will be forwarded to the applicant for possible resolution before the determination is made whether to issue or deny the requested DA Permit. A permit will be granted unless its issuance is found to be contrary to the public interest. Information pertaining to this application is available for public examination during normal business hours upon prior request. Drawings are available on Louisville District's Internet site at http://www.lrl.usace.army.mil/Missions/Regulatory/Public-Notices/. All comments regarding this proposal should be addressed to Ms. Sarah Atherton, CELRL-RDS at the address noted above and should refer to the Public Notice Number LRL-2019-444-sea. If you desire to submit your comments by email, you must comply with the following: a) In the subject line of your email, type in ONLY the Public Notice ID No. LRL-2019-444-sea. Example: Subject: LRL-2019-444-sea b) Provide your physical mailing address and telephone number. c) Send your email to: lrl.regulatorypubliccomment@usace.army.mil d) If you are sending attachments greater than 10 Mb in size with your email, you must send a hard copy (CD or paper) to the Corps’ physical address as well.

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Figure 1-1Site Location

Nucor BrandenburgMeade County, Kentucky

Property Line

Previously Permitted

Proposed

Column

Steel

Metal

Corrugated

5' Plank

Headstone

8' Ch

ain Link

6'

Chain

Lin

k

7'

Chain

Lin

k

6' Chain Link

6'

Chain

Lin

k

Buildin

g

Building

Concrete

ConcreteConcrete

Concrete

Concrete

Asphalt

Asphalt

Asphalt

Asphalt

Asphalt

Asphalt

Asphalt

Asphalt

Asphalt

5' Electric Electric F

ence

ConcreteBuilding

Gra

vel

Rip-Rap

Rip-Rap

4"

Gas

&

4"

Gas

&

12"

Gas (Ste

el)

12"

Gas (Ste

el)

12"

Gas (Ste

el)

12"

Gas (Ste

el)

12" Gas (Steel)

12"

Gas (Ste

el)

8" Ga

s &

6" Ga

s

8"

Gas

& 6"

Gas

8"

Gas

6"

Gas

8"

Gas

6"

Gas

8"

Gas

& 6"

Gas

8" Gas & 6" Gas

8" Gas & 6" Gas

6" Gas & 4" Gas

6" Gas & 4" Gas

4" Gas & 3" Gas

4" Gas &

3" Gas (Q

L B)

4" Gas &

4" Gas

4" Gas & 3" Gas

12"

Gas (Ste

el)

2 x 12

" Gas (S

teel)

2 x 12"

Gas (Ste

el)

2 x 12"

Gas (Ste

el)

2 x 12"

Gas (Ste

el)

2 x 1

2" Ga

s (Ste

el)

8" Gas & 8" Water

8"

Gas

& 8"

Water

8"

Gas

& 8"

Water (Q

L

B)

4"

Gas (O

rigin

al)

&

4" Gas &

3" Gas

(QL B)

4" Gas & 3" Gas

4" Gas &

4" Gas &

4" Gas &

4" Gas &

4" Gas &

4" Gas &

8" Gas & 8" Water

3" Broadband

3" Broadband

3" Broadband

3" Bro

adba

nd

3" Broadband

3" Broad

band

3" Bro

adba

nd

3" Broad

band

3" Wate

r (Ori

ginal)

3"

Water

3"

Water

24" Water (Steel)

24" Water (Steel)

24" Water (Steel)

24" Water (Steel)

3" Water

8" Water (PVC)

8" Water (PVC)

8" Water (PVC) (QL B)

8"

Water (P

VC)

8"

Water (P

VC)

8" Water (PVC)

8" Water (PVC)

8" Water (PVC)

8" Water (PVC)

8"

Water (P

VC)

24" Water (Steel)

3"

Water (O

rigin

al)

2"

Water

2" Water

2" Water

2" Water

2" Water

2" Water

2" Water

2" Water

2"

Wate

r

3" Water

3" Water

3" Water

3" Water

3" Water

3" Water

8" Water (PVC) (QL B)

8" Wate

r (PVC)

8" Wate

r (PVC)

8" Wate

r (PVC)

8" W

ater (

PVC)

4" Gas (QL D)

Mis

c.

Gas (Q

L

D)

3" G

as & 4

" Ga

s (Q

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3" &

2" Ga

s (Q

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8" Gas & 8" W

ater (QL D)

2" Water (QL D)

8"

Gas

& 8"

Water (Q

L

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Gas

(QL

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2"

Water (Q

L

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(QL

D)

8" Gas &

8" Water (QL D)

8"

Gas

& 8"

Wate

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L

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8"

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& 6"

Gas (Q

L

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8" Gas &

6" Gas

(QL D)

4"

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& 3"

Wate

r (Q

L

D)

Gas (Q

L

D)

4" Ga

s & 3" Wate

r (QL D

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8" Water (QL D)

Column

Steel

Column

Steel

Overh

ead

Conveyor

Supports

Conc.

Supports

Conc.

Electric Fence

Dirt Drive

Gravel Drive

Gravel Drive

Gravel Drive

StationLift

7' Chain Link

7' Chain Link

Gravel Drive

Asph

alt

Drive

Gravel Path

Gravel Path

Gravel Path

Gravel Path

Gravel Path

Gravel Path

Dirt Drive

Asph

alt Driv

e

Asphalt Drive

Dirt Drive

Dirt Drive

Asphalt Drive

Dirt Drive

Asphalt Drive

Asphalt Drive

Dirt Drive

Moremen Road (asphalt)

Moremen Road (Asphalt)

Moremen Road (Asphalt)

Olin Road (K

Y 933) (A

sphalt)

Olin

Road (K

Y 93

3) (As

phalt)

Cell Tower

6' Chain Link

6' Chain Link

Gra

vel

Driv

e

Gra

vel

Driv

e

Asp

halt

Asphalt

Gravel Drive

Dirt Drive

Gravel Drive

Gravel Drive

Dirt D

rive

Stone Wall

Decaying

Cemetery

Asphalt

Dirt Driv

e

Barn (Abandoned)

Silos (Abandoned)

Dirt

Path

Gas Tanks

Sewer Pump Station

Waterfall

17

23

24

25

12

16

18

20

21

22

MONITOR WELL #27

MONITOR WELL #26

MONITOR WELL #25

MONITOR WELL #8

MONITOR WELL #3

METAL HEADWALL

METAL HEADWALL

Water

Vault

Gravel Drive

MAGHUB

El=417.83

E=4806944.02

N=3891451.96

CP #53

MAGHUB

El=416.76

E=4806767.63

N=3891414.48

CP #52

Disc Monument

2X3.5 BOX

9' CL

12" Water (per Todd Faulkenburg)

Column

Steel

Mon. Well 33

Abandoned Pump

Pump

Mon. Well 4

Monument X333

Gas Shut-Off

Mon. Well 5

Mon. Well 15

Valve Box

Valve Box

Mon. Well 15A Gauge

Mon. Well 18A

Mon. Well 17A

4"x4" Blue

Mon. Well 18

Mon. Well 14

4"x4" Blue

Mon. Well 17

4"x4" Blue

4"x4" Blue

Top=441.53

Sanitary MH

Top=442.99

Sanitary MH

Check MON 103

4"x4" Blue

IPC

El=444.88

E=4811046.35

N=3891039.80

CP #181

4"x4" Blue

4"x4" Blue

Top Pipe=443.82

Ground=446.88

8" Water D3.06

TH FF #832

4"x4" Blue

Conc. Pad

Silo on

4"x4" Blue

4"x4" Blue

BH36

Conc. Pad

Silo on

Conc. Pad

Silo onConc. Pad

Silo on

Top of Pipe=445.02

Ground=447.49

TH P32

4"x4" Blue

4"x4" Blue

Top of Pipe=444.30Ground=447.90

TH P35

elevation=431.87

Calculated invert

Not dug.

TH P36

Top of Pipe=440.38

Ground=448.10

TH P33

4"x4" Blue

4"x4" Blue

4"x4" Blue

4"x4" Blue

Top of Pipe=443.78

Ground=450.08

TH P1

Top Pipe=445.98

Ground=450.84

GAS 12" STEEL D4.86

TH L #812

Top Pipe=448.61

Ground=450.99

GAS 8" POLY D2.38

TH #836

Mon. Well 19

4"x4" Blue

Top Pipe 448.73

Ground=451.74

GAS 8" POLY D3.01

TH M #813

Top Pipe=448.50

Ground=451.76

6"POLY D3.26

TH # WATER

Top Pipe=447.92

Ground=452.46

GAS 12" STEEL D4.54

TH J #810

Top Pipe=450.41

Ground=452.98

GAS 8"POLY D2.57

TH K #811

Top Pipe=450.06

Ground=453.36

WATER 6"POLY D3.30

TH K #811

Top Pipe=450.28

Ground=453.37

GAS 8"POLY D3.09

TH K #811

Gauge

Top=454.81

Sanitary MH

Gauge

8" Water (PVC)

Top=456.37

Sanitary MH

Top Pipe=451.73

Ground=456.40

WATER 8"PVC D4.67

TH AA #827

Top Pipe=455.14

Ground=457.68

WATER 2"POLY D2.54

TH X #824

Top Pipe=454.36

Ground=457.84

GAS 4"POLY D3.48

TH S #819

Top Pipe=454.44

Ground=457.81

GAS 6"POLY D3.37

TH S #819

Top Pipe=455.59

Ground=458.23

WATER 2"POLY D2.64

TH V #822

Top Pipe=454.74

Ground=458.44

GAS 8" POLY D3.70

TH C #803

Top Pipe=455.86

Ground=458.53

GAS 8" POLY D2.67

TH C #803

Top Pipe=455.19

Ground=458.62

GAS 12" STEEL D3.43

TH A #801

Top Pipe=455.05

Ground=458.62

GAS 12" STEEL D3.57

TH B #802

Top Pipe=455.36

Ground=459.21

WATER 8"PVC D3.85

TH BB #828

Top Pipe=456.69

Ground=459.23

WATER 2"POLY D2.54

TH W #823

Top Pipe=456.15

Ground=460.85

GAS 6" STEEL D4.70

TH Q #817

8" Water (PVC)

Top=461.18

Sanitary MH

Top Pipe=457.73

Ground=461.28

GAS 12" STEEL D3.55

TH GG #833

Top Pipe=456.98

Ground=461.42

WATER 8"PVC D4.44

TH DD #830

Gauge

Top=461.67

Sanitary MH

Top Pipe=457.60

Ground=461.89

8" Water D4.29

TH EE #831

Top Pipe=457.46

Ground=462.04

GAS 6" STEEL D4.58

TH R #818

Top Pipe=458.44

Ground=462.03

GAS 12" STEEL D3.59

TH H #808

Top Pipe=458.46

Ground=462.06

GAS 12" STEEL D3.60

TH G #807

Top Pipe=458.88

Ground=462.11

GAS 8" POLY D3.23

TH I #809

Top Pipe=457.74

Ground=462.17

GAS 8" POLY D4.43

TH I #809

Top=462.51

Sanitary MH

Top Pipe=458.92

Ground=462.52

GAS 12" STEEL D3.60

TH HH #834

Top Pipe=458.37

Ground=462.72

WATER 8"PVC D4.35

TH CC #829

Well (w. 8" Pipe)

Top Pipe=459.64

Ground=463.11

GAS 8" POLY D3.47

TH F #806

Top Pipe=459.64

Ground=463.11

GAS 8" POLY D3.47

TH F #806

Top Pipe=459.60

Ground=463.31

GAS 12" STEEL D3.71

TH II #835

Top Pipe=460.43

Ground=463.33

WATER 2"POLY D2.90

TH Z #826

Top Pipe=460.34

Ground=463.34

GAS 6"POLY D3.00

TH U #821

Top Pipe=459.77

Ground=463.37

GAS 12" STEEL D3.60

TH D #804

Top Pipe=459.71

Ground=463.38

GAS 12" STEEL D3.67

TH E #805

Top Pipe=460.12

Ground=463.39

GAS 4"POLY D3.27

TH U #821

Top Pipe=461.44

Ground=463.71

WATER 2"POLY D2.27

TH Y #825

Top Pipe=460.57

Ground=463.79

GAS 4"POLY D3.22

TH T #820

Top Pipe=460.89

Ground=463.84

GAS 6"POLY D2.95

TH T #820

Top=466.04

Force Main MH

IPC

El=600.58

E=4808496.37

N=3886974.29

CP #111

Scale F

or

Microfilmin

g

Inches

Millim

eters

no. date descriptionby

1 1312111098765432

I

H

G

F

E

D

C

B

A

date detailed

checkeddesigned

ofsheet sheets

project contract

rev.drawing

ckd

time: date:10:41:28 AM

c:\bmcd_lib\pw_connect\trn\dms47417\PH03_115472_CG-101_(Sect_404_R1).dgn

115472 --

118

KEY MAP N

8/31/2021

M. Carroll

CHARLOTTE, NORTH CAROLINA 28211

1915 REXFORD ROAD

NUCOR CORPORATION

BRANDENBURG, KENTUCKY

NUCOR STEEL PLATE MILL

PLAN PACKAGE

1

A. Ferdon

L. Rainey

FOR CONSTRUCTION

PRELIMINARY - NOT

August 31, 2021

CARROLLWAYNE

MICHAEL

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Metal

Corrugated

6'

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Lin

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24"

CM

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Buildin

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Buildin

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Concrete

ConcreteCon

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Concrete

Conc.

Gate

18"

CM

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Inv.=

442.7

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442.7

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Asphalt

Asphalt

Asphalt

5' Electric

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Electric Fe

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Gra

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Rip-Rap

Rip-Rap

4" Gas & 3" Ga

s (QL B

)

4" Gas &

3" Gas

Well - Olin #10

(Q

L

D)

Column

Steel

Column

Steel

Overhead

Conveyor

Supports

Conc.

Supports

Conc.

Electric

Fence

Dirt D

rive

Gravel

Drive

Gravel Drive

Gravel Drive

Gravel

Sewer Pump Station

22

MONITOR WELL #3

MAGHUB

El=417.83

E=4806944.02

N=3891451.96

CP #53

MAGHUB

El=416.76

E=4806767.63

N=3891414.48

CP #52

Column

Steel

360

360

360

365

365

365

365

365

370

370

370

370

375

375

375

375

380

380

380385

385

385

385

390

390

390

390

395

395

395

400

400

400

400

405

405

405

410

410

410

410

415

415

415

415

415

415

415

GLM

M

W

EJB

Pump

420

420

420

420

420

420

EJB

425

425

425

425 425

425

425

430

430

430

430

430

430

430

430

435

435

435

435

435

435

Out=439.50

Out=439.57

439.80

Out=

440

440

440

440

440

440

440

440

In=440.07

In=440.13

In=441.60

In=442.23

EJB

445

445

445

445

445

445

445

EJBEJB

EJBConc. Pad

Silo on

EJB

Conc. Pad

Silo on

EJB

Conc. Pad

Silo onConc. Pad

Silo on

440440

440

440

440

440

440

440

440

440

440

420

420

420

420

420

420

420

420

420

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M

W

390

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405

410

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N

0 100' 200'

SCALE IN FEET

CG-101

MATCHLINE - SEE SHEET CG-104

MA

TC

HLIN

E - S

EE S

HE

ET C

G-1

02

MAXIMUM BARGE FLEET

195'

195'

84'

86'

98'

97'

40'

PROPERTY LINE

P1

P2

P3

E1

E2E3

E4

E5

ID STATUS NORTHING EASTING DESCRIPTION

E1

E2

E3

E4

E5

P1

P2

P3

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

PROPOSED

PROPOSED

PROPOSED

MOORING STRUCTURES

24' DIA. SHEET PILE CELL

3891533.23

3891555.53

3891569.70

3891603.76

3891629.02

3891412.80

3891463.46

3891514.11

4806535.55

4806619.96

4806705.64

4806797.78

4806891.88

4806122.66

4806310.96

4806499.27

OHIO RI

VER

MOORING STRUCTURE PLAN 1

100'

175' ±

800' ±

NORMAL POOLWATER LINE AT

24' DIA. SHEET PILE CELL

24' DIA. SHEET PILE CELL

24' DIA. SHEET PILE CELL

6' DIA. TRIPOD PIPE DOLPHIN

6' DIA. TRIPOD PIPE DOLPHIN

6' DIA. PIPE DOLPHIN

6' DIA. PIPE DOLPHIN

±

PROPOSED

PROPOSED

24' DIA. SHEET PILE CELL

24' DIA. SHEET PILE CELL

P10

P11

3891806.10 4807910.97

3891893.86 4808301.22

P10

P11

CELL DOCKPROPOSED OPEN

LIMITS)MAINTENANCE DREDGING GRADING LIMITS (PROPOSED

SPILLWAYEMERGENCY DETENTION POND

SPILLWAYPRINCIPAL DETENTION POND

60'

RAMP, TYP.CONCRETE

CELLS.DESIGN AND DETAILS OF PROPOSED MOORING REFERENCE MARCH ADAMS PLAN SHEET FOR

NOTES:

GRADING LIMITS, TYP.

OUTFALLWASTEWATER INDUSTRIAL RELOCATED

OUTFALL (STORMWATER)RELOCATED RIVERBANK

AND DOCK AREAAND DETAILS OF DOCK SHEETS FOR DESIGN REFERENCE PND PLAN

80'

80'

℄

℄

℄ ℄

℄

112" SCH. 80 PIPE POST

@ 6'-0" O.C. MAX.

112" STD. PIPE RAIL

(ROLLED - TYP.)

14"x4" TOE BOARD

WELD POST TO OUTSIDE OFSHEET PILE - OPTIONAL LOCATIONTO INSIDE OF SHEET PILE

-ONE EACH CELLLADDER SHEET PILE

CONCRETE

HAND GRAB POSTS

LENGTH OF STEPS

13.375" x 3.75" WALL PIPECUT IN HALF TO RUN FULL

T/CELLEL. 267.5'

11

10

B.R.

J.C.

OHIO RIVER

98754 63

RE

VIS

IO

NS

1

BARGE FLEETING AREA

2

19445

12-30-19

DRAWN:

JOB No.

DATE:

CHECKED:

March Adams &AssociatesConsulting Engineers

310 Dodds Ave.P.O. Box 3689Chattanooga, Tennessee 37404PH: (423)698-6675

for

PROPOSAL

24' DIAMETERMOORING CELL

17) ELEVATIONS SHOWN IN OHIO RIVER DATUM (ORD).

EL. 399.1' ORDINARY HIGH WATER

NUCOR STEEL PLATE MILLBRANDENBURG, KY

ELEVATION AND SECTION VIEWS

3 6

PRELIMINARY-NOT FOR CONSTRUCTION

E N G I N E E R S, I N

1736 Fourth Avenue S., Suite A

Seattle, Washington 98134

P: 206.624.1387

www.pndengineers.comC.

SECTION B-B SECTION C-C

VIEW A-A