State of Missouri v. U.S. Army Corps of Engineers, et al.
Filing
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COMPLAINT against defendant All Defendants with receipt number 0865-2729141, in the amount of $350 Non-Jury Demand,, filed by State of Missouri. (Attachments: # 1 Exhibit Birds Point New Madrid Floodway Operations Plan, # 2 Exhibit Affidavit of Paul D. Parmenter, # 3 Exhibit Affidavit of Davis Minton)(McManus, John) (Additional attachment(s) added on 4/27/2011: # 4 Civil Cover Sheet, # 5 Original Filing Form) (CSG).
US Army Corps .
~f Engineers
.Memphis District
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BIRDS POINT - NEW MADR.ID·
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.OPERATIONS
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PLAN
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October. I 986
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u. S. ARl1Y
CORPS OF ENGINEERS/MEMPHIS DISTRICT
.JANUARY 1986
TITLE:
Birds Point - New Madrid Floodway Operations Plan
OPLAN 1 (ANNEX R - HDR 500-1-1, EMERGENCY EMPLOYMENT OF ARMY AND
OTHER RESOURCES)
I.
Situation.
A. General-This plan of operation. provides for operational
readineSs of the Birds Point - New Madrid Floodway. It is the
intent that operation occur only as absolutely essential to
provide the authorized protection to all citizens.
B.
Authority:
1. Lega~ Authority. Flood Control Act' of 1928, 45
Stat, 534; Flood Control Act of '1965, 79 stat. 1076.
2. Operational Intent.
Congress, 2nd Session, page 58:
House Document
,
No.
.
308, 88th
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"a. That the Floodway normally will not be placed in
operation until flood heights in excess of 60 feet on the Cairo
gage are predicted.
b.That the Federal Government reserves the right
to ensure proper functioning of-the Floodway by creation of
artificial crevasses in the fuseplug"levee or elsewhere when
stages are at or above 58 f~et on the Cairo gage."
C•. Operational Responsibility.
1.
H~mRhl~ nis~~lct.
The Memphis District is
responsible for preparation and execution of the Birds Point
New Madrid Floodway Plan of Operation upon order of the
President, Mississippi River Commission (MRC).
2. State of ,MisSQU r i. . The Sfate of l>1issour i wIll be
responsible -for warning, evacuation and rescue of the occupants
of the floodway, traffic control,'control of access into the
floodway area, and any necessary law enforcement (See Annex D).
3.
waterways Experiment Station. (WES). Personnel
trained in explosive technology will ~e made available by WES to
assist the Memphis District- in the explosive demolition of the
crevasse sections 'of the Birds Point-New Madrid Floodway
frontline levee. Notification of need for WES personnel will be
made by the Memphis District Emergency Operations staff after
notification to begin operati~n has been ordered by the
President, MRC.
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4. Coast Guard. The Coast Guard will, when necessary,
assist the Corps ox Engineers (CE) and constituted authorities
in evacuation, rescue and relief operations. As soon as the
decision is made to place· the floodway into operation, the Coast
Guard will be notified by the Chief, River Operations Branch,
Memphis District, so that river traffic can be advised and
controlled.
II.'
Execution.
A. Concept of Operations. On recommendation of the Memphis
District Commander and order of the President, MRC, the Memphis
District will dispatch a tow from Ensley Engineer Yard with
material, equipment and personnel to place the Floodway into
operation. Work crews will be deployed on top of the levee to
locate and prepare-the access wells to the 'pre-emplaced
horizontal pipes. The slurry explosives will be mixed on the
barge and pumped from the barge into the pipes.
After
completion of the pumping operation, and when deemed necessary,
the pipes will be armed with booster charges ahd all fin~l
preparations will be made for artificial crevassing. It is
expected that natural overtopping of the fuseplug section will be
allowed to occur prior to determining the necessity to
artificially crevasse the frontline levee. Upon' order of the
Pres ident, MRC, crevasses will be accompl ished as required by
hydrologic conditions.
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B. Timetab~e.. The timetable for operation is based on the
rate of rise from the project design flood (PDF) curve. A
faster rate of rise or other emergency situation would
necessitate expediting the preparation of the Floodway.
Conversely, if the rate of rise is slower than expected during
the PDF, additional prepar:ation time will be available. (See
Annex B)
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C.
Sequence Qf Operations:
1. Dispatch equipment, material, and personnel, from
Memphis, TN. Upon arrival and issuance of competent order begin
preparing Inflow 'Crevasse (will require approximately 15 hours).
2. At approximatey 60 feet 'on the Cairo gage, the
Inflow Crevasse will have been completely prepared for
operation.
3. Preparation of the Inflow/Outflow Crevasses will
require approximately 15 hour.s.
4. Arming shall not occur until is is absolutely
. necessary for execution of the crevasse.
5. Artificial crevassing will be upon order of the
President, I1RC.
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D. Coordinating Instructions. This plan will be reviewed
annually by the Memphis District staff and updated by Emergency
Operations Branc~. Any changes will be submitted to MRC for
approval.
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III.
Administration and Logistics.
Annex C, Logistics
Annex D, state Support
Annex F, Public Affairs
OFFICIAL:
DALE F. MEANS
Coloneli Corps of Engineers
Commanding
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KENNETH G. WILLIAMS
Emergency Operations Manager
ANNEXES:
A - Concept of Operation
Timetable
. C - Logistics
D - State Support
E - Safety
F - Publ ie Affairs
G - Communications
B -
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MO
KY
BIRDS POINT
NEW MADRID
FLOODWAY
TN
MISSISSIPPI RIVER AND TRIBUTARIES
PLAN OF OPERATION FOR THE
BIRDS POINT":"'NEW MADRID
FLOODWAY
VICINITY MAP
DEPARTMENT OF THE ARMY
ME:MPt-IIS DISTRICT •.PORPS OF ENGINEERS
''lI,~~,fVV~,~
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a
CAIRO
•
1500FT GAP
INFLOW/O~FLO},\
MISSISSIPPI RIVER AND
TRI~UTAR1ES
PLAN OF OPERATION FOR THE
BIRDS POINT-NEW MADRID FI.OOOWAY
DEPARTMENT OF THE ARMY
MEMPHIS DISTR1CT,CORPS OF ENGINEERS.
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MEMPHIS I TENNESSEE PI l\Tr:' ?
ANNEX A (CONCEPT OF OPERATION) to the Birds Point-New Madrid
Floodway Operations Plan
1. Upon order of Commander, Memphis District, all equipment and
materials will be loaded on 2 modified mat barges and one
equipment barge. Each mat barge will be loaded with 192 barrels
of aluminum powder (4 barrels per pallet), six 2,500 gallon
fiberglass tanks.of the liquid component, two mix-pump units
(MPUs) with protective covering, and two forklifts with rotating
heads and accessories. Two dozers and two backhoes will be loaded
on the equipment barge. These barges~ along with one empty barge,
the M/V strong, Tender Goodwin and M/V Mississippi will be made
up in a tow ready to depart for the Floodway.
2. On the recommendation of the Commander, Memphis District,
and order of the President, MRC, the tow will depart Ensley
Engineer Yard, Memphis Harbor for the Floodway. All required
operational personnel not on the tow will meet the tow at the
Inflow Crevasse. Upon arrival of the tow atthe.Floodway, the
M/V Mississippi will be utilized as the Command Post.
3. On order of the President, MRC, the' preparation of the Inflow
Crevasse will begin. One tow boat will push the equipment barge
into the levee and deploy a work crew and two backhoes on top·of
the levee. The ~ork crew will locate and prepare the access
wells to the pre-emplaced horizontal pipes by removlng the
material over and inside the well and installing quick couple
fittings on the 4 inch pipes.
4. The Strong and Goodwin will each push a mat barge (described
in paragraph I) into the levee. The barge will be stationed
. parallel to the levee and adjacent to 2 access wells which are
spaced 60 feet apart (See Plate A-I). Two gang planks will be
extended from the barge to the top of 'the levee. Hoses will
extend from the discharges on the MPU's , across the gang planks,
and'into the access wells. At this point, the MPU's will be
loaded with aluminum powder with the solution being fed directly
from the 2500 gallon tanks.' Two forklifts will be used to load
the aluminum powder into the hopper on the MPU's. The MPU's will
properly mix the components and pump the blasting agent into the
pipes in 'the levee.
From one location approximately 2000 feet
of levee can be prepared for operation.. This procedure will be
repeated at approximately 2000 foot intervals.
5. Following the completion of the mixing and pumping of the
blasting agent, WES explosive technicians will prime both ends
of the 4 inch pipe with a booster charge and make all other
necessary preparations for firing of charges in the Inflow
Crevasse •. Detonation of the Inflow Crevasse will be in 1000
foot sections as required by hydrologic conditions and on order
of the president, MRC.
6.
Following preparation 'of the Inflow Crevasse. the
Inflow/Outflo'i'1Crevasses will be" prepared for oper'ation. One.
A-I
boat and barge will be designated to prepare each crevasse. Both
Inflow/Outflow No. 1 and No.2 will be artificially crevassed in
1000 foot increments, as required by hydrologic conditions.
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