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APPENDIX A
PROJECT LOCATION MAP
Begin Project
End Project
¯ 0 5,000 10,0002,500 FeetProject Location MapCUY-90-14.90 Project
Cuyahoga County, Ohio
APPENDIX B
BRIDGE PLAN VIEW AND PROFILE
N
2013
DEC
APPLICATION BY: OHIO DEPT. OF TRANSPORTATION
CUYAHOGA COUNTY
CITY OF CLEVELAND
CUY-90-1530R RIVER MILE 3.38
OVER CUYAHOGA RIVER VALLEY
PROPOSED BRIDGE
| PIE
R 4
| PIE
R 5
| PIE
R 6
| PIE
R 7
| PIE
R 8
| PIE
R 9
| PIE
R 10
| PIE
R 11
| PIE
R 12
RE
AR
AB
UT
ME
NT
EN
D
AP
PR
OA
CH S
LA
B
| PIE
R 3
NOTE ’A’
NO
TE ’B’
PROPOSED = 118.9’
REQUIRED = 100’
CUYAHOGA RIVER VERTICAL CLEARANCE
NOTE ’B’:(MEASURED NORMAN TO FLOW)
200’-0" MIN. HORIZ. CLEARANCE
GROUND
EXISTING
100
ELEVATION
PLAN
| CONSTRUCTION IR 90 EB
STA. 2019+60.00
| PIER 6
STA. 2023+00.00
| PIER 7
STA. 2025+70.00
| PIER 8
STA. 2028+40.00
| PIER 9
STA. 2016+90.00
| PIER 5
STA. 2013+59.53
| PIER 4
STA. 2009+98.42
| PIER 3
STA. 2034+11.72
| PIER 11
STA. 2031+10.00
| PIER 10
STA. 2007+09.50
REAR ABUTMENT
END APPROACH SLAB
RIV
ER
CU
YA
HO
GA
STA. 2037+15.00
| PIER 12
PLAN AND ELEVATION
HW EL. = 576.0
OHWM EL. = 575.0
LOW WATER EL. = 570.5
US COAST GUARD EL. = 569.4 NAVD88
NOTE ’A’:
UNIT 3
UNIT 2
3005’-6"
SPAN 12
303’-3�"
SPAN 11
301’-8�"
SPAN 10
270’-0"
SPAN 9
270’-0"
SPAN 8
270’-0"
SPAN 7
340’-0"
SPAN 6
270’-0"
SPAN 5
330’-5�"
SPAN 4
361’-1�"
SPAN 3
288’-11"
HORIZ. C
LEARANCE20
0’-0"
MIN.
2013
DE
C
AP
PLIC
ATIO
N B
Y:
OHIO
DEP
T.
OF T
RA
NSP
OR
TA
TIO
N
CU
YA
HO
GA C
OU
NT
Y
CIT
Y
OF C
LE
VE
LA
ND
CU
Y-90-15
30
R RIV
ER
MIL
E 3.38
OV
ER C
UY
AH
OG
A RIV
ER
VA
LL
EY
PR
OP
OS
ED B
RID
GE
N
| PIE
R 4
| PIE
R 5
RCL RCLGCL
NOTE ’A’
NO
TE ’B’
GROUND
EXISTING
100
ELEVATION
PLAN
| CONSTRUCTION IR 90 EBSTA. 2016+90.00
| PIER 5
STA. 2013+59.53
| PIER 4
RIV
ER
CU
YA
HO
GA
PLAN AND ELEVATION - NAVIGATION CHANNEL
PROPOSED = 118.9’
REQUIRED = 100’
VERTICAL CLEARANCE
CUYAHOGA RIVER
NOTE ’B’:
OPENING
NAVIGATION
HW EL. = 576.0
OHWM EL. = 575.0
LOW WATER EL. = 570.5
EL. = 569.4 NAVD88
US COAST GUARD
NOTE ’A’:
02550 100 200
RCLRCL
GCL
VERTICAL CLEARANCE
POINT OF MINIMUM
(MEASURED NORMAN TO FLOW)
200’-0" MIN. HORIZ. CLEARANCE
SPAN 5
330’-5�"
(END APPROACH SLAB REAR ABUTMENT TO | BEARING PIER 12)
3005’-6" (UNIT 2)
HORIZ. CLEARANCE200’-0" MI
N.
EL. 688.3
LOW BEAM
APPENDIX C
DECK REMOVAL AND CONTINGENCY PLAN
SP
AN
2 C
ON
TIN
GE
NC
Y P
LA
N
DE
CK
R
EM
OV
AL
SHEET
1
DA
TE
: 1
-1
6-1
4D
WN
B
Y: IJM
SC
AL
E: N
TS
PR
EP
AR
ED
B
Y:
JO
SE
PH
B
. F
AY
C
O.
10
0 S
KY
L
AN
E
TA
RE
NT
UM
, P
A 1
50
84
PH
: 7
24
-2
65
-4
60
0
PR
EP
AR
ED
F
OR
:
I-90 IN
NE
RB
ELT
B
RID
GE
TR
US
S S
PA
N D
EC
K R
EM
OV
AL
OH
IO
D
EP
AR
TM
EN
T O
F
TR
AN
SP
OR
TA
TIO
N
PLAN VIEW
DECK REMOVAL CONTINGENCY
SPAN 2: STAGE IV
1"=40'
SECTION VIEW
DECK REMOVAL CONTINGENCY
SPANS 2: STAGE IV
1" = 15'
℄ P
IE
R 1
TRANSVERSE SAW CUT
SPACED @ 6'
CONTINUE TRANSVERSE CUTS
FULL LENGTH OF TRUSS
70,000 LB CLASS EXCAVATORS
LIFTING DECK SECTIONS
NOTE: STEEL REMOVED FROM
DRAWING FOR CLARITY
SECTION VIEW
DECK SECTION "B"
1
4
" = 1'
SECTION VIEW
DECK SECTION "C"
1
4
" = 1'
AREA = 6.83 SF
SLAB WEIGHT = 6.83 SF x 6' x 150 LB/CU FT. = 6,147 LBS
25% FACTOR OF SAFETY = 1.25 x 6,147 LBS = 7,634 LBS
CU
YA
HO
GA
R
IV
ER
70,000 LB CLASS EXCAVATORS
LIFTING DECK SECTIONS
TRI-AXLES LOADING
OUT DECK SECTIONS
SECTION VIEW
DECK SECTION "D"
1
4
" = 1'
AREA = 14.0 SF
SLAB WEIGHT = 14.0 SF x 6' x 150 LB/CU FT. = 12,600 LBS
25% FACTOR OF SAFETY = 1.25 x 12,600 LBS = 15,750 LBS
DECK SECTION "B"
SAW CUTS @ 8'-
1
2
"
32'-2"
DECK SECTION "C"
SAW CUT @ 13'-1
1
2
"
DECK SECTION "D"
SAW CUT @ 11'-6
1
2
"
10
1
4
" DECK
DECK SECTION "B"
SAW CUTS @ 8'-
1
2
"
32'-2"
DECK SECTION "A"
SAW CUT @ 16'-1"
SECTION VIEW
DECK SECTION "A"
1
4
" = 1'
AREA = 11.13 SF
SLAB WEIGHT = 11.13 SF x 6' x 150 LB/CU FT. = 10,017 LBS
25% FACTOR OF SAFETY = 1.25 x 10,017 LBS = 12,521 LBS
AREA = 13.65 SF
SLAB WEIGHT = 13.65 SF x 6' x 150 LB/CU FT. = 12,285 LBS
25% FACTOR OF SAFETY = 1.25 x 12,285 LBS = 15,356 LBS
[5] SAW CUTS
@ 8'-
1
2
"
SAW CUT @ 16'-1"
[5] SAW CUTS
@ 8'-
1
2
"
SAW CUT @ 13'-1
1
2
"
SAW CUT @ 11'-6
1
2
"
SEE SHEET 3
FOR PICK DETAIL
SAW CUTS ALONG
CENTERLINE OF STRINGERS
DECK PREPARATION & REMOVAL:
1. ALL REMOVAL OPERATIONS WILL BE COORDINATED WITH THE OHIO DEPARTMENT OF TRANSPORTATION, THE US COAST GUARD, THE ARMY
CORPS OF ENGINEERS, LAKE CARRIERS' ASSOCIATION, AND MITTAL STEEL.
2. J. B. FAY CO. EMPLOYEES WILL MARK OUT THE BEAMS IN ORANGE PAINT AND LAYOUT THE SAW CUT LINES IN GREEN PAINT.
3. THE EXISTING CONCRETE DECK WILL BE CUT INTO SLABS USING A 65 H.P. DIAMOND SAW. SAW CUTS ARE TO BE LOCATED AT THE CENTERLINE
OF THE EXISTING STRINGERS. DIMENSIONS ARE TO BE VERIFIED IN THE FIELD.
4. 70,000 LB CLASS EXCAVATORS EQUIPPED WITH A SLAB BUCKET WILL LIFT THE DECK SLABS AND LOAD THEM INTO A TRI-AXLE FOR DISPOSAL.
5. EXCAVATORS WILL BE REQUIRED TO ONLY TRACK OVER TOP OF THE EXISTING STRINGERS WHILE PERFORMING PICKS.
6. THE REMOVED DECK SECTION MUST BE CAREFULLY PLACED IN THE TRI-AXLE TRUCK TO AVOID IMPACT LOADS. EXCAVATORS WILL TREAD
CAREFULLY IN ORDER TO AVOID EXCESSIVE POINT AND IMPACT LOADING.
7. ALL DEMOLITION EQUIPMENT MUST REMAIN A MINIMUM OF 3' AWAY FROM ANY LEADING EDGE WHERE CONCRETE HAS BEEN REMOVED.
8. THE EXISTING FASCIA GIRDER IS TO BE REMOVED DURING DECK REMOVAL OPERATIONS. SEE SHEET 3 FOR STEEL REMOVAL DETAILS.
9. SLABS WILL NOT BE REMOVED OVER LIVE RIVER TRAFFIC. A SAFETY PERSON STAGED BELOW THE BRIDGE WILL VISUALLY MONITOR BOAT
TRAFFIC AS WELL AS MARINE CHANNEL.
10. WHEN A VESSEL APPROACHES, ALL WORK ON THE DECK WILL STOP UNTIL THE VESSEL IS CLEAR FROM UNDER THE BRIDGE. THIS WILL BE
ACCOMPLISHED WITH 2-WAY RADIO COMMUNICATION BETWEEN THE SAFETY PERSON BELOW THE BRIDGE AND THE FOREMAN AND OPERATORS
ON THE BRIDGE DECK.
11. SEE SHEET 2 FOR A CONTINGENCY PLAN IN THE UNLIKELY EVENT THAT A DECK SLAB IS DROPPED INTO THE CUYAHOGA RIVER.
NOTE: NO LOADS ARE TO BE PLACED ON
OVERHANG AFTER LONGITUDINAL
SAW CUTS ARE MADE.
DECK REMOVAL CALCULATIONS:
MAX PICK WEIGHT = 15,750 LBS
70,000 LB EXCAVATOR CAPACITY @ 20' RADIUS, 0-10' ABOVE GRADE, OVER THE FRONT = 20,700 LBS
20,700 LBS > 15,750 LBS O.K.
70,000 LB EXCAVATOR CAPACITY @ 15' RADIUS, 0-10' ABOVE GRADE, 360° SWING = 23,200 LBS
23,200 LBS > 15,750 LBS O.K.
25' CLEAR
SPACING MIN.
10' CLEAR
SPACING MIN.
SOUTH DOCK WALL
EXISTING STRINGER
(TYP.)
SP
AN
2 C
ON
TIN
GE
NC
Y P
LA
N
DE
CK
R
EM
OV
AL
SHEET
2
DA
TE
: 1
-1
6-1
4D
WN
B
Y: IJM
SC
AL
E: N
TS
PR
EP
AR
ED
B
Y:
JO
SE
PH
B
. F
AY
C
O.
10
0 S
KY
L
AN
E
TA
RE
NT
UM
, P
A 1
50
84
PH
: 7
24
-2
65
-4
60
0
PR
EP
AR
ED
F
OR
:
I-90 IN
NE
RB
ELT
B
RID
GE
TR
US
S S
PA
N D
EC
K R
EM
OV
AL
OH
IO
D
EP
AR
TM
EN
T O
F
TR
AN
SP
OR
TA
TIO
N
SECTION VIEW
DECK SECTION "B"
1
4
" = 1'
SECTION VIEW
DECK SECTION "C"
1
4
" = 1'
AREA = 6.83 SF
SLAB WEIGHT = 6.83 SF x 6' x 150 LB/CU FT. = 6,147 LBS
25% FACTOR OF SAFETY = 1.25 x 6,147 LBS = 7,634 LBS
SECTION VIEW
DECK SECTION "D"
1
4
" = 1'
AREA = 14.0 SF
SLAB WEIGHT = 14.0 SF x 6' x 150 LB/CU FT. = 12,600 LBS
25% FACTOR OF SAFETY = 1.25 x 12,600 LBS = 15,750 LBS
SECTION VIEW
DECK SECTION "A"
1
4
" = 1'
AREA = 11.13 SF
SLAB WEIGHT = 11.13 SF x 6' x 150 LB/CU FT. = 10,017 LBS
25% FACTOR OF SAFETY = 1.25 x 10,017 LBS = 12,521 LBS
AREA = 13.65 SF
SLAB WEIGHT = 13.65 SF x 6' x 150 LB/CU FT. = 12,285 LBS
25% FACTOR OF SAFETY = 1.25 x 12,285 LBS = 15,356 LBS
SPAN 2 CONTINGENCY PLAN:
IN THE EVENT THAT A DECK SLAB WERE TO FALL INTO THE
CUYAHOGA RIVER THE FOLLOWING PLAN HAS BEEN PREPARED AS
A CONTINGENCY IN ORDER TO SAFELY RECOVER THE FALLEN
DECK SLAB AND NOTIFY THE PROPER AUTHORITIES:
1. THE US COAST GUARD IS TO BE NOTIFIED IMMEDIATELY.
CONTACT FOR THE US COAST GUARD MARINE SAFETY
OFFICE: 216-937-0112
2. IMMEDIATELY AFTER CONTACTING THE US COAST GUARD
SAFETY OFFICE, THE CORPS OF ENGINEERS IS TO BE
NOTIFIED. CONTACT FOR THE CORPS OF ENGINEERS IS VITO
MELILLI: 216-685-1205 (OFFICE) 216-701-5659 (CELL PHONE). IF
VITO MELILLI CANNOT BE REACHED THE GENERAL
EMERGENCY CONTACT FOR THE CORPS OF ENGINEERS WILL
BE NOTIFIED: 216-685-1200.
3. A TEMPORARY CHANNEL SHUT DOWN WILL BE COORDINATED
WITH THE US COAST GUARD IN ORDER TO PERFORM WORK.
4. CHANNEL TRAFFIC WILL BE COORDINATED WITH THE
FOLLOWING BUSINESSES:
4.1. LAKE CARRIERS' ASSOCIATION: 440-333-4444
4.2. MITTAL STEEL: 216-429-7536
5. A DIVE TEAM WILL BE MOBILIZED AND REQUESTED TO LOCATE
THE FALLEN DECK SLAB, ASSESS THE SITUATION, AND AID IN
THE IMMEDIATE REMOVAL OF THE FALLEN DECK SLAB IF
REQUIRED. CONTACTS FOR THE DIVE TEAM ARE:
5.1. UNDER WATER MARINE CONTRACTORS GEORGE ZILKA:
440-352-9472 (OFFICE) 216-210-3066 (CELL) [LOCATED 15
MINUTES FROM SITE]
6. A 50-TON HYDRAULIC CRANE WILL BE UTILIZED IN ORDER TO
RECOVER THE FALLEN DECK SLAB.
7. DIVERS WILL BE UTILIZED AS NECESSARY TO LOCATE AND AID
IN THE REMOVAL OF THE FALLEN DECK SLAB.
8. ONCE THE DECK SLAB HAS BEEN LOCATED, DIVERS WILL
ATTACH AIR BAGS TO THE SLAB WHICH WILL RAISE IT TO THE
SURFACE.
9. A WORK BOAT WILL BE UTILIZED IN ORDER TO MOVE THE
DECK SLAB CLOSE TO THE NORTH DOCK WALL TO SHORTEN
THE PICK RADIUS FOR THE RECOVERY CRANE.
10. THE 50-TON RECOVERY CRANE WILL RIG TO THE DECK SLAB
AND LIFT IT OUT OF THE CUYAHOGA RIVER. ONCE LANDED,
THE DECK SLAB WILL BE DISPOSED OF AS PER TYPICAL SLAB
REMOVAL PROCEDURES.
11. ONCE THE DECK SLAB HAS BEEN REMOVED FROM THE
CUYAHOGA RIVER THE DIVE TEAM WILL CONFIRM THAT THE
CHANNEL IS CLEAR OF DEBRIS AND THE US COAST GUARD
AND US ARMY CORPS OF ENGINEERS WILL BE NOTIFIED TO
REOPEN THE RIVER.
PLAN VIEW
CONTINGENCY
RECOVERY CRANE LOCATION
1"=40'
CU
YA
HO
GA
R
IV
ER
SO
UT
H D
OC
K W
ALL
RIGGING DETAIL
TYPICAL CONCRETE SLAB
1
4
" = 1'
RIGGING CALCULATIONS:
MAX SLAB PICK WEIGHT WITH FACTOR OF
SAFETY = 12,600LBS * 25% F.S. = 15,750 LBS
CAPACITY OF [2] THREE PART
9
16
" (1" EQUIVALENT)
TRI-FLEX SLING IN A CHOKER HITCH = 12,000 LBS *
SIN(45) * 2 EA = 16,970 LBS
16,960 LBS > 15,750 LBS O.K.
N
O
R
T
H
D
O
C
K
W
A
L
L
L
L/3L/3L/3
[2] - THREE PART
9
16
" (1" EQUIVALENT)
TRI-FLEX SLING IN A CHOKER HITCH
45° MIN.
℄ P
IE
R 1
SPAN 2
400'
PROPOSED RECOVERY
CRANE LOCATION
℄ P
IE
R 2
NOTE: DECK AND DECK STEEL
REMOVED FROM DRAWING
FOR CLARITY.
25' NO CRANE
OR HEAVY LOAD
25' NO CRANE
OR HEAVY LOAD
NOTE: STEEL WILL BE REMOVED WITH POINT
CONNECTIONS AND WILL BE UNDER
COMPLETE CONTROL OF THE OPERATOR
DURING REMOVAL OPERATIONS.
RIGGING DETAIL
FASCIA STRINGER
1
8
" =1'
SP
AN
2 C
ON
TIN
GE
NC
Y P
LA
N
ST
EE
L R
EM
OV
AL
SHEET
3
DA
TE
: 1
-1
6-1
4D
WN
B
Y: IJM
SC
AL
E: N
TS
PR
EP
AR
ED
B
Y:
JO
SE
PH
B
. F
AY
C
O.
10
0 S
KY
L
AN
E
TA
RE
NT
UM
, P
A 1
50
84
PH
: 7
24
-2
65
-4
60
0
PR
EP
AR
ED
F
OR
:
I-90 IN
NE
RB
ELT
B
RID
GE
TR
US
S S
PA
N D
EC
K R
EM
OV
AL
OH
IO
D
EP
AR
TM
EN
T O
F
TR
AN
SP
OR
TA
TIO
N
STEEL REMOVAL NOTES:
1. NO STEEL REMOVAL WORK WILL BE PERFORMED OR LOADS LIFTED OVER
LIVE TRAFFIC. COORDINATE ALL WORK WITH THE OHIO DEPARTMENT OF
TRANSPORTATION, THE US COAST GUARD, THE ARMY CORPS OF
ENGINEERS, LAKE CARRIERS' ASSOCIATION, AND MITTAL STEEL.
2. ALL FASCIA STRINGERS, STRINGERS, AND TOP LATERAL BRACING WILL BE
REMOVED OVER SPAN 2 UTILIZING A 70,000 LB CLASS EXCAVATOR
DURING DECK REMOVAL.
3. STEEL WILL NOT BE REMOVED OVER LIVE RIVER TRAFFIC. A SAFETY
PERSON STAGED BELOW THE BRIDGE WILL VISUALLY MONITOR BOAT
TRAFFIC AS WELL AS MARINE CHANNEL.
4. WHEN A VESSEL APPROACHES, ALL WORK ON THE DECK WILL STOP UNTIL
THE VESSEL IS CLEAR FROM UNDER THE BRIDGE. THIS WILL BE
ACCOMPLISHED WITH 2-WAY RADIO COMMUNICATION BETWEEN THE
SAFETY PERSON BELOW THE BRIDGE AND THE FOREMAN AND
OPERATORS ON THE BRIDGE DECK.
5. ALL STEEL WILL BE RIGGED WITH A POSITIVE RIGGING CONNECTION TO
THE EXCAVATOR. IN THE UNLIKELY EVENT A PIECE OF STEEL IS LOST
FROM THE DECK, THE SAME CONTINGENCY PLAN WILL BE APPLIED FOR
CLEARING THE RIVER (SEE SHEET 2)
PICK WEIGHTS:
STRINGER (TYP.)
24 WF 76 STRINGER: 25' x 76 #/FT = 1,900 LBS
+25% FACTOR OF SAFETY = 1,900 x 1.25 = 2,375 LBS
FASCIA BEAMS
WEB PL: 25' x 68" x
3
8
" x 3.4 #/SI*FT = 2,168 LBS
[2] L 4x3x
3
8
: 25' x 8.5 #/FT x 2 EA = 425 LBS
[3] 9x3
1
2
C 25.4: 5'-8
1
2
" x 25.4 #/FT x 3 EA = 432 LBS
14 WF 34: 4'-9" x 34 #/FT x 3 EA = 485 LBS
COVER PL: 25' x 49.25" x
5
16
" x 3.4 #/SI*FT = 1,308 LBS
ALUMINUM HANDRAIL: 25' x 30 #/FT = 750 LBS
TOTAL WEIGHT = 5,568 LBS
+25% FACTOR OF SAFETY = 5,568 LBS x 1.25 = 6,960 LBS
UPPER LATERAL BRACING (TYP.)
1
2
OF 14 BP 73 x 34'-8" = 1,265 LBS
+25% FACTOR OF SAFETY = 1,265 LBS x 1.25 = 1,581 LBS
MAX PICK WEIGHT = 6,960 LBS
RIGGING CALCULATIONS:
MAX PICK WEIGHT WITH FACTOR OF SAFETY = 6,960 LBS
CAPACITY OF
3
4
" Ø 6x19 IWRC WIRE ROPE IN A TWO LEG BRIDLE @ 45° =
14,400 LBS
14,400 LBS > 6,960 OK
CAPACITY OF 12
1
2
-TON SHACKLE = 25,000 LBS
25,000 LBS > 6,960 LBS OK
BEAM WEIGHT VS. EXCAVATOR CAPACITY:
MAX PICK WEIGHT WITH FACTOR OF SAFETY = 6,960 LBS
70,000 LB CLASS EXCAVATOR @ 30' RAD. OVER THE FRONT / 15' ABOVE GRADE =
11,800 LBS
THE STANDARD 1.45 CY BUCKET WILL NOT BE ATTACHED; THEREFORE, THE
CAPACITY WILL BE INCREASED BY THE BUCKET WEIGHT (2,476 LBS) AND
DECREASED BY THE QUICK COUPLER (950 LBS) AND RIGGING (20 LBS).
11,800 LBS + 2,476 LBS - 950 LBS - 20 LBS = 13,306 LBS
13,306 LBS > 6,960 LBS OK
RIGGING DETAIL
STRINGER (TYP.)
1
8
" = 1'
PLAN VIEW
STEEL REMOVAL
1" = 30'
LEADING EDGE
OF DECK
DECK STRINGERS
TO BE REMOVED
FASCIA STRINGER
AND SIDEWALK
TO BE REMOVED
STRINGER 25' (TYP.)
70,000 LB CLASS EXCAVATOR
REMOVING STRINGERS
NOTE: TRUSS MEMBERS REMOVED
FROM DRAWING FOR CLARITY.
3
4
" Ø 6x19 IWRC WIRE ROPE
IN A TWO LEG BRIDLE
25'
8'-4" 8'-4"8'-4"
45° MIN.
12
1
2
TON SCREW PIN SHACKLE
3
4
" Ø 6x19 IWRC WIRE ROPE
IN A TWO LEG BRIDLE
25'
8'-4" 8'-4"8'-4"
12
1
2
TON SCREW PIN SHACKLE45° MIN.
℄ P
IE
R 1
APPENDIX D
BRIDGE DEMOLITION PLAN
APPENDIX E
BULKHEAD PLAN VIEW AND CROSS SECTION
APPENDIX F
PERMIT NUMBER LRH-2010-00142-CUY
REPLY TO ATIENTION OF
Regulatory Division
DEPARTMENT OF THE ARMY HUNTINGTON DISTRICT, CORPS OF ENGINEERS
502 EIGHTH STREET HUNTINGTON, WEST VIRGINIA 25701-2070
December 3. 2013
South/Transportation Branch LRH-2010-00142-CUY - Cuyahoga River CUY-90-14.52, Eastbound Bridge, PID: 82119
Mr. Timothy Hill Ohio Department of Transportation Office of Environmental Services 1980 West Broad Street, Mail Stop 4170 Columbus, Ohio 43223
Dear Mr. Hill:
. This letter is in response to your Pre-Construction Notification (PCN) received by this office on September 13, 2013 and supplemental information received on November 18, 2013 requesting authorization to discharge fill material into the Cuyahoga River. You have indicated the proposed project is needed in order to replace and repair failed bulkheads along the Cuyahoga River prior to replacing the existing, deficient bridge that canies Interstate Route (IR) 90 over the Cuyahoga River in the City of Cleveland, Cuyahoga County, Ohio.
The United States Army Corps ofEngineers (Corps) authority to regulate waters of the U.S. is based on the definitions and limits of jurisdiction contained in 33 CFR 328 and 33 CFR 329. Section 404 of the Clean Water Act (CWA) requires that a Department of the A1my (DA) permit be obtained prior to discharging dredged or fill material into waters of the U.S., including wetlands. Section 10 of the Rivers and Harbors Act of 1899 requires that aDA pe1mit be obtained for any work in, on, over or under a navigable water.
The Cuyahoga River is regulated by the Corps under Section 10 of the Rivers and Harbors Act of 1899 from the mouth, to the confluence of the Little Cuyahoga River, (River Mile 41.1) in Akron, Ohio. In addition, it has been determined that the same p01tion of the Cuyahoga River is a traditional navigable water (TNW) subject to regulation under Section 404 of the Clean Water Act. ·
In the PCN, you have requested authorization from the DA to discharge both pe1manent and temporary fill material into the Cuyahoga River in order to replace and repair failed bulkheads and to install storm water outfall stmctures. These outfall stmctures would be located within the length of the failed bulkheads and within the reconstructed bulkhead lengths. The proposed fill amounts for the project are detailed in the table below.
Printed on (i) Recycled Paper
-2-
a e : T bl 1 P ropose ISC arge s ummary Cuyahoga Pe1manent Fill Permanent Permanent Temporary Temporary Fill Temporary Fill
River Length (It) Fill Area Fill Volume Fill Length Area (ac) Volume (cy) (ac) (cy) (It)
Right Descending 332 0.02 246 372 0.23 100
Bank Left
Descending 191 0.02 354 271 0.13 100 Bank
Totals 332* 0.04 600 372* 0.36 200
*Lmear footage along the left descendmg bank falls w1thm the lmear footage of the nght descendmg bani<.
Based on the provided information, it has been determined the proposal meets the criteria of Nationwide Permits (NWP) 3 and 7, under the February 21, 2012 Federal Register, Final Notice ofReissuance ofNationwide Permits (77 FR 10184) provided you comply with all tetms and conditions of the enclosed material. The attached special conditions are hereby included as part of this permit and must be met to validate this authorization. The Ohio Environmental Protection Agency issued a Section 401 Water Quality Certification (WQC) with conditions for this NWP on March 30,2012. Copies of the NWP and WQC can be found at http:/ /lrh. usace.army .mil/Missions/Regulatory.
It is your responsibility to ensure that your work confmms to all of the environmental management conditions listed within the enclosed material. Please be aware this NWP authorization does not obviate the requirement to obtain other Federal, state, or local assent required by law for the activities. A copy of the NWP and verification letter must be kept at the site during construction. Upon completion of the work, the attached certification must be signed and returned to this office.
If you have any questions concerning the above, please contact Mr. Peter Clingan of the Columbus Field Office at (614) 692-4654.
Sincerely,
~p. P~
Susan A. Porter Chief, South/Transportation Branch
Enclosures
Copy Furnished w/o enclosures:
Mr. Mark Epstein Ohio Historic Preservation Office 800 East 17th A venue Columbus, Ohio 43211-2474
Copy Furnished w/ enclosures via email:
Ms. Joni Lung Ohio EPA Division of Surface Water P.O. Box 1049 Columbus, OH 43216-1049 J oni.L ung@epa. state.oh. us
Ms. Karen Hallberg U.S. Fish & Wildlife Service 4625 Morse Road, Suite 1 04 Columbus, OH 43230 Karen [email protected]
Mr. Robert Remmers
-3-
U.S. Army Corps of Engineers, Buffalo District 1776 Niagara Street Buffalo, NY 14207 [email protected]
Mr. Brian Mitch Ohio Department ofNatural Resources Office of Real Estate 2045 Morse Road, Bldg E-2 Columbus, Ohio 43229 [email protected]
Mr. John Kessler Ohio Department ofNatural Resources Office ofReal Estate 2045 Morse Road, Bldg E-2 Columbus, Ohio 43229, J ohn.Kessler@dnr .state.oh. us
Ms. Adrienne Early Ohio Department of Transportation Office of Environmental Services 1980 West Broad Street, Mail Stop 4170 Columbus, OH 43223 [email protected]. us
Mr. Mike Pettegrew Ohio Department of Transportation Office ofEnvironmental Services 1980 West Broad Street, Mail Stop 4170 Columbus, OH 43223 [email protected]. oh. us
Mr. Scot Striffler U. S. Coast Guard 1240 East Ninth Street, room 2025 Cleveland, OH 44199 [email protected]
SPECIAL CONDITIONS OF THE PERMIT ISSUED TO THE OHIO DEPARTMENT OF TRANSPORTATION
LRH-2010-00142-CUY - Cuyahoga River CUY-90-14.52, Eastbound Bridge, PID: 82119
Page 1 (1)
1. Permanently reducing Federal Channel limits or horizontal bridge clearances through the bridge spans over the Cuyahoga River is prohibited.
2. At least two weeks prior the commencement of any work you must coordinate and submit a work plan to Robert Remmers, Chief of the Operations and Technical Services Section ofthe U.S. Army Corps of Engineers, Buffalo District and Scot Striffler, Bridge Program Manager of the United States Coast Guard. They can be reached at 716-879-4277 or robert. [email protected] and 216-902-6081 or [email protected].
(ABANDONED)
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BENCHMARK DATA
ELEV. OFFSET
ELEV. OFFSET
581.557 48.27’, RT.
589.017
BM 18 STA.
N 664221 E 2190499
BM 19 STA.
N 663872 E 2190447
2017+51.93
2014+03.55 120.74’, RT.
ALL ELEVATIONS ARE BASED ON THE NAVD 88 DATUM
FOR ADDITIONAL BENCHMARK INFORMATION SEE ROADWAY PLANS.
WORK POINT TABLE
WATERWAY MINIMUM OPENING
SIT
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SUMMARY OF SURFACE WATER IMPACTS
SIT
E P
LA
N
CC
G2 C
UY-90-14
90 E
B
OV
ER C
UY
AH
OG
A RIV
ER
1 3
11/13
TA
BD
EB
DE
B
TES
130 131 132 133 134 135136
137138
139140
141
| E
XIS
T. IR 90
WB
PT Sta. 14
0+68.18
| C
ON
ST. IR 90 E
B =
PT Sta. 2020
+50.23
2010 2011 2012 2013 2014 20152016
20172018
20192020
2021
POT Sta. 20
0+00.00
200
201
PI Sta. 20
1+03.0
1
202
PI Sta. 202+43.07
203
POT Sta. 203+30.61 POT Sta. 100+00.00 100
PI Sta. 10
0+20.95
101
102
103
POT Sta. 1
03+32.0
0
POT Sta. 5
00+00.00
500
501
502
PI Sta.
502+02.48
503PI Sta. 503+07.04
504
POT Sta. 504+97.00
EB IR 90
| CONSTRUCTION
WB IR 90
| CONSTRUCTION
RAILROAD
NORFOLK SOUTHERN
PROPOSED DEADMAN
PROPOSED DEADMAN
(TYP.)
20’-
0"
(TYP.)10’-
0"
(TYP.)2:1
PLAN
LOCATION EXISTING PROPOSED FED. CHANNEL
245’-3�"A 231’-10"240’-11�"
244’-8�"B 230’-3"
213’-9"D 200’-0�"
243’-2"
219’-6�"
206’-1�"
RIV
ER
CU
YA
HO
GA
NOTES:
LOC. D
(DTBD) (TYP.)
COMBINED SEWER
194°49’16"
EXISTING FENCE(TYP.)
PROPOSED TIEBACK ANCHOR
S 85°13’31" E
N 69°21’36" W
S 70°24’15" E
N 84°26’37" W
N 74°49’44" W
N 69°11’18" W
MINIMUM DI
STANCE = 200.0’
FEDERAL CHANNEL LINE
B-05-03
B-105
B-105A
B-05-13
B-102
B-101
B-107
B-05-01
B-05-12
B-05-02
B-108A
B-203
B-204
B-05-04
P-9N
B-303
LOC. A
LOC. B
(DTBD)
EX. 6" GAS LINE
168°50’20"
174°03’26"
(TO REMAIN)
BANK BULKHEAD WALL
EXISTING EAST
\ EAST BULKHEAD STA. 101+24.90
BEGIN BULKHEAD HABITAT
\ EAST BULKHEAD STA. 101+84.90
END BULKHEAD HABITAT
\ EAST BULKHEAD STA. 102+67.27
BEGIN BULKHEAD HABITAT
\ EAST BULKHEAD STA. 103+27.27
END BULKHEAD HABITAT
PROPOSED TIE-IN LOCATIONS.
TO TERMINATE THE NEW WALLS INTO THE EXISTING WALLS AT THE
PROPOSED WALLS THROUGH ADDITIONAL WORK POINT(S) IN ORDER
THE CONTRACTOR MAY NEED TO MODIFY THE ALIGNMENTS OF THE
BY AS MUCH AS 5 FEET.
THE ELEVATION OF THE CUYAHOGA RIVER CAN FLUCTUATE HOURLY
ORDINARY HIGH WATER ELEVATION 575.00
3.
2.
1.
STATION
CHANNEL
500+26.71
501+29.19
502+68.77
503+14.59
1
2
3
4
STATION
EB IR 90
2014+65.08
2014+35.90
2014+24.14
2014+26.00
WORK POINT
OFFSET
EB IR 90
STATION
EAST BULKHEAD
STATION
WEST BULKHEAD
5 2016+33.60
6 2016+33.98
7 2017+21.57
100+00.00
100+20.95
103+32.00
200+00.00
201+03.01
202+43.07
203+30.61
287.76’ RT. NA
189.76’ RT. NA
NA
NA
NA
NA
NA
49.18’ RT.
38.34’ LT.
45.95’ LT.
25.01’ LT.
273.79’ RT.
WORK POINT #6
(TYP.)
RELIEF DUCT
VERTICAL GAS
FOOTING
EXISTING PIER
FOOTING
EXISTING PIER
DESCRIPTION
BEND POINT
BEGIN WEST BH
END WEST BH
BEGIN EAST BH
END EAST BH
BEGIN WEST BH*
END WEST BH*
AND SLOPE STABILIZATION STRUCTURE WILL REMAIN.
* - BETWEEN WORK POINTS #2 AND #3, THE EXISTING BULKHEAD
N 86°27’49" W
STABILIZATION STRUCTURE WILL REMAIN.
THE EXISTING BULKHEAD AND SLOPE
BETWEEN WORK POINTS #2 AND #3,
(TO REMAIN)
BANK BULKHEAD WALL
EXISTING WEST
EXISTING DEADMAN
FOOTING
EXISTING PIER
**
LEGEND:
· - MINIMUM OPENING
** - | CONSTRUCTION EB IR 90 STA. 2015+31.38
C 208’-8�"220’-10�"
LOC. C
2190624.54
2190521.73
2190386.25
2190304.33
664144.31
664137.29
664111.40
NORTHING EASTING
663873.09
663879.45
663914.98
663945.84
2190368.63
2190388.37
2190698.34
ACTIVITY
PERMANENT
TEMPORARY
DURATION
(LF)
CHANNEL IMPACT
LENGTH OF
YARDS)
EL. 575.0 (CUBIC
FILL BELOW OHWM
(ACRES)
AREA IMPACTED
TEMPORARY
PERMANENT
TEMPORARY
PERMANENT
CONSTRUCTION
BULKHEAD
WEST BANK
CONSTRUCTION
BULKHEAD
WEST BANK
TOTAL IMPACT
191
271
286
326
332
372
0.02
0.13
0.02
0.23
0.04
0.36
354
100
212
100
566
200
(MATCH EXISTING WALL)
WORK POINT #1
(MATCH EXISTING WALL)
WORK POINT #7
(MATCH EXISTING WALL)
WORK POINT #5(MATCH EXISTING WALL)
WORK POINT #4
(MATCH EXISTING WALL)
WORK POINT #2
(MATCH EXISTING WALL)
WORK POINT #3
BU
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BU
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UY-90-14
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CROSS SECTION AT CUYAHOGA RIVER STA. 500+83.50
100100 0200 200
540
560
580
600
520
500
480
540
560
580
600
520
500
480
WATERWAY OPENING
LIMITS (TYP.)
FEDERAL CHANNEL
EL. 570.5
LOW WATER
EL. 575.0
OHWM
EXISTING RIVER BOTTOM
BULKHEAD SHEET PILE WALL
PROPOSED EAST BANK
GROUNDLINE
EX. AND PROPOSED
BULKHEAD SHEET PILE WALL
EXISTING WEST BANK
BULKHEAD SHEET PILE WALL
PROPOSED WEST BANK
PROPOSDED GROUNDLINE
EXISTING GROUND
BULKHEAD SHEET PILE WALL
EXISTING EAST BANK
LEGEND
* - FEDERAL CHANNEL LIMITS TO NEW WALL
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BU
LK
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RO
SS S
EC
TIO
N
CC
G2 C
UY-90-14
90 E
B
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UY
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A RIV
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TA
B11/13
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CROSS SECTION AT CUYAHOGA RIVER STA. 502+81.11
100100 0200 200
540
560
580
600
520
500
480
540
560
580
600
520
500
480
WATERWAY OPENING
LIMITS (TYP.)
FEDERAL CHANNEL
EL. 570.5
LOW WATEREL. 575.0
OHWM
EXISTING RIVER BOTTOM
BULKHEAD SHEET PILE WALL
PROPOSED WEST BANK
BULKHEAD SHEET PILE WALL
EXISTING WEST BANKBULKHEAD SHEET PILE WALL
PROPOSED EAST BANK
BULKHEAD SHEET PILE WALL
EXISTING EAST BANK
GROUNDLINE
EX. AND PROPOSED
PROPOSED GROUNDLINE
EXISTING GROUNDLINE
LEGEND
* - FEDERAL CHANNEL LIMITS TO NEW WALL
US Army Corps of Engineers Huntington District Permit Number: 2010-00142-CUY Name of Permittee: Ohio Department of Transportation Date of Issuance: December 3, 2013 Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address:
U.S. Army Corps of Engineers Huntington District Ohio Regulatory Transportation Office Building 10, Section 10 3990 East Broad Street Columbus, Ohio 43218-3990
Please note that your permitted activity is subject to a compliance inspection by an U.S. Army Corps of Engineers representative. If you fail to comply with this permit you are subject to permit suspension, modification, or revocation. I hereby certify that the work authorized by the above-referenced permit has been completed in accordance with the terms and conditions of the said permit, and required mitigation was completed in accordance with the permit conditions. _________________________ _______________________ Signature of Permittee Date
