A07 ATTACHMENT 0075 TE 7.21 RIA Flood Emergency Plan 2018.pdf

i

ROCK ISLAND ARSENAL

DIRECTORATE OF PUBLIC WORKS

10/10/2018

FLOOD EMERGENCY PLAN

TE 7.21 RIA Flood Emergency Plan 2018

Revision Notes

Revisions between 2016 and 2018 Editions:

• Removed low flow operations and maintenance actions from flood plan. Will move to standard maintenance under base operations contract. N6, N7, N8, N9, N10 and N11.

• Removed caveat on flood walls around the pony wheels (N30). Added note that wall gets wet at 18.6’. Changed action level to "PRIOR TO 18.6'".

• Changed closure of sluice gate 101 (N26) to “AT 18’”.

• Removed requirements at Building 301 (N28 and N34).

• Lowered the flood stage for installing aluminum wall around building 326 (N38) to better coordinate with USACE actions. Now “PRIOR TO 18.5’”.

• Removed the mattress notes from catastrophic failure protocol for N41.

• Removed items have been struck through in the Appendix N Index and will be removed in the next edition.

Known issues not addressed in 2018 Edition:

• Configuration of storm water pipes north of pump station 295 (N13) is unclear. Different maps show different configurations, actual configuration currently unknown.

• Configuration of storm water pipes at M.H. 127 (N14) is unclear. Different maps show different configurations, actual configuration currently unknown.

• Configuration of storm water pipes at Tank Track Gatewell (N18) is unclear. Actual configuration currently unknown.

• There is discussion of reconsidering the installation of jersey barriers and sandbags along the old lock (N47) due to the added weight along a failing wall. Also discussed was replacing the jersey barrier requirement with HESCOs. No changes to the plan at this time.

• Checking the Sump Pumps in B. 168 does not have an individual sheet in Appendix N.

• There are items for the Base Operations contractor to perform listed under IV. Functions and Duties (p. 6‐8) that are not listed in Appendix N High Water Control. All high water actions should be co‐located in the plan.

ii iii

TABLE OF CONTENTS

PARAGRAPH DESCRIPTION PAGE

I. PURPOSE 1

II. SCOPE 1

III. DEFINITIONS 1

IV. FUNCTIONS AND DUTIES 4

V. MULTI-SHIFT OPERATION 9

VI. TRAINING IN FLOOD FIGHTING PROCEDURES 9

APPENDIX A ROCK ISLAND ARSENAL FLOOD EMERGENCY PLAN

ORGANIZATION CHART

APPENDIX B ROCK ISLAND DISTRICT, U.S. ARMY CORPS OF

ENGINEERS – FLOOD ORGANIZATION

APPENDIX C FLOOD CONTROL CENTER

APPENDIX D TYPICAL EMERGENCY CENTER

STAFFING, OPERATIONS, AND DUTIES

APPENDIX E TYPICAL DAILY FLOOD BRIEFING

APPENDIX F TYPICAL EMERGENCY FLOOD STAFFING

APPENDIX G TYPICAL OTHER ORGANIZATION RESPONSIBILITIES

APPENDIX H FLOOD EVACUATION PLAN

APPENDIX I INSTRUCTIONS FOR LEVEE PATROLS

APPENDIX J INSTRUCTIONS FOR PUMP PATROLS

APPENDIX K MISCELLANEOUS RECOMENDATIONS

iv

TABLE OF CONTENTS (CONTINUED)

PARAGRAPH DESCRIPTION

APPENDIX L SAND BAGGING INSTRUCTIONS

APPENDIX M EMERGENCY FLOOD SUPPLIES

APPENDIX N HIGH WATER CONTROL

APPENDIX O TYPICAL FLOOD CLEANUP PLAN

APPENDIX P FLOOD ELEVATIONS 1965, 1993, 1997 & 2001

APPENDIX Q ILLINOIS EMERGENCY SERVICES AND

DISASTER AGENCY REGIONAL OFFICE MAP

APPENDIX R SAFETY - FLOOD RESPONSE

APPENDIX S SITUATION REPORT

APPENDIX T BACK UP SANITARY SEWER MAIN FROM BLDG. 204

TO BLDG. 170

APPENDIX U EXAMPLES OF SANDBAG FILLERS

APPENDIX V EMERGENCY CONTACT ROSTER

APPENDIX W PROCEDURE AT HYDRO ELECTRIC PLANT

BLDG. 160

APPENDIX X PROCEDURE FOR INSTALLING FLOOD WALL

AT GOVERNMENT BRIDGE

APPENDIX Y LEVEE PREP NEEDS BEYOND 100 YEAR FLOOD

APPENDIX Z MAINTAINING ENTRANCES DURING HISTORIC FLOOD

EVENTS

MAP, CHART, AND REPORT INDEX

DESCRIPTION*

FLOOD GAGE LOCATIONS

FLOOD PUMP LOCATIONS

FLOOD PHONE LOCATIONS

FLOOD INFORMATION MAP - 28 APRIL 1965

FLOOD Elevations (GAGE READINGS) – 1965, 1993, 1997 & 2001

POTENTIAL FLOOD AREAS AT VARIOUS RIVER STAGES-1993

CONDITION REPORT, ROCK ISLAND ARSENAL AND MOLINE

HYDROELECTRIC POWER DAMS - SEPTEMBER 1994

AFTER ACTION REPORT - THE MISSISSIPPI RIVER FLOOD OF 1993

* All maps and charts are available from the Directorate of Public Works, Garrison-Rock Island Arsenal - Building 102 v

I. PURPOSE: To provide a single flood emergency plan for the Rock Island Arsenal which defines responsibilities identifies flood control measures, and delegates authority in the event of a predicted flood, defined as exceeding the 15.0 foot stage at the Tail water of Lock and Dam 15.

II. SCOPE: This flood emergency plan applies to RIA Garrison, including but not limited to: the Directorate of Public Works (DPW), Directorate of Resource Management (DRM), and particularly to those organizations designated on pages 1 thru 4 under FUNCTIONS AND DUTIES. The intent of the plan is to provide a specific format through which a flood emergency can be managed effectively.

III. DEFINITIONS:

1. Predicted Stage: Expected flood crest as predicted by the National Weather Service (http://water.weather.gov/ahps2/index.php?wfo=dvn) based at the Quad City Airport, Moline, Illinois.

2. Stage: Tail water gage reading at Lock and Dam No. 15 (unless otherwise noted).

Zero gauge = 542.5'.

3. Working Estimate: Advance estimated stage of high water crest as determined by the National Weather Service as shown on Rock Island District, U.S. Army Corps of Engineers River Gages webpage http://rivergages.mvr.usace.army.mil/WaterControl/new/layout.cfm.

4. Snow Cover for Upper Mississippi River Valley: As snow melt is the primary cause for spring flooding in the Upper Mississippi River this web page is beneficial for viewing measured snow depths.

(http://www.intellicast.com/Local/WxMap.aspx?location=USIL0787&weather=s nowdepthSmooth ).

IV. FUNCTIONS AND DUTIES:

1. Directorate of Public Works (DPW):

1. Inform Garrison Commander and coordinate with the District Engineer as to potential flood conditions.

2. Review the FLOOD EMERGENCY ORGANIZATION and assign personnel as necessary.

3. Conduct flood fighting and flood preparedness training for personnel of the FLOOD EMERGENCY ORGANIZATION as required.

4. Finalize plans to protect and minimize flood damage to the Arsenal.

5. Review plans relative to the operation of flood control works with special attention to sand bagging, gate and valve closures, and emergency de-watering pump operation.

6. Execute the flood fighting operations and subsequent clean-up.

7. Schedule intensive inspection of all flood control works prior to an anticipated flood emergency.

8. Keep the Garrison Commander, Commander’s primary staff and the RI District Commander, informed as to the status of the flood emergency, its probable magnitude, and its possible effect on the installation.

9. Direct and supervise the FLOOD EMERGENCY ORGANIZATION.

10. Mobilize and assign equipment, supplies, and personnel to flood emergency areas, and prepare to manage the flood at its predicted stage or beyond.

11. Coordinate with Public Affairs, Emergency Services Directorate, and other organizations.

2. Chief, DPW, Engineering and Services Division (PWF):

1. Inform the Director whenever warnings of potential flood conditions are received.

2. Commence Operations of a Flood Control Center at 15.0 feet. Between

15.0 feet and 19.0 feet this Flood Control Center does not need to be full time nor fully staffed. Organize and staff a full time Flood Control Center at a predicted stage of 21.0 feet.

3. At a predicted flood stage in excess of 21.0 feet, direct all flood fighting operations including those of the Installation Support Service Contractor.

Utilize military troop support to supplement the Installation Support Contractor personnel sandbagging capability. Direct other RIA and COE organizations as needed in accordance with Appendix G. Hold flood briefings as necessary and keep all RIA employees informed of flood status. (See Appendices for typical flood actions required.) Utilize the high water control procedures in Appendix N for specific flood fighting steps at various locations. Make a determination if a call for volunteers will be necessary. Determine the need for placement of additional de-watering pumps and take action as needed.

4. Establish and maintain liaison with the Area Engineer of the U.S. Army, Corps of Engineers, and Flood Emergency Organization assigned the responsibility for the area encompassing the Arsenal. Consider sending a representative to the daily flood meeting at the Flood Operations Control Center and complete a daily flood report per the established format.

5. Maintain a record of gage readings, actions taken, and the flood situation as a whole for future study and after action report.

6. Perform surveys necessary to establish water surface, top of levee, and top of emergency work profiles.

7. Plot, post, and keep current profiles, maps, and utility drawings as necessary to portray the situation at any given time or given scenario.

8. Furnish operators as required to man the flood emergency communications network (radio and telephone). Establish the use of a common radio frequency.

9. Brief and assign levee patrols to levee sectors when required by flood stages and when ordered by the Director.

10. Furnish technical assistance to fight flood.

11. Prepare interim and after action reports.

12. Provide for a photographic record of the flood. If necessary, obtain services of a commercial or military helicopter for both a comprehensive island survey and photography purposes.

13. Commence plans for the flood clean up as soon as the emergency situation allows. Work with Operations Division on funding requirements.

14. Ensure all personnel who may come in contact with flood waters have a current tetanus and hepatitis A vaccination. The Hepatitis A vaccination is a series of two shots spaced 6 to 12 months apart.

15. Provide additional outside lighting as necessary to assist in safety and flood fighting measures. Examples are near Building 9, Blunt Road between Qtrs. 30/31, and the Proving Grounds.

16. Ensure all personnel follow appropriate safety procedures (Appendix R) and wear life jackets as necessary.

17. In the event a flood is predicted to meet or exceed the 1993 flood level an evaluation must be made as to the type and level of effort that will be expended to maintain levees. The primary area of concern is the levee section on the north side between Gillespie and East Avenue. Of utmost concern are the safety of personnel and the placing of anyone into a potentially hazardous situation. It is imperative that the current status of levees, the latest crest predictions and the value added of additional flood fighting measures, be evaluated before a plan is finalized. The plan must be clearly defined and circulated to all personnel to ensure a united and "safe" response!

3. Chief, DPW, Business Operations Division (PWB)

1. Establish a cost accounting system for all flood fighting personnel in coordination with the garrison Resource Manager. This system must allow for the day to day accounting of all personnel time expenditures.

2. Coordinate the issuing of all flood fighting supplies as necessary for non- Installation Support Service Contractor flood fighting personnel. This includes all materials stored in the supply crib in building 104 basement as well as all other flood fighting supplies and materials such as HESCO barriers, sandbags, sand, rock, portable toilets and other materials as required.

3. Prepare and maintain a cost accounting system encompassing all flood fighting related costs including required clean up actions and projects.

Coordinate actions with the Contracting Offices.

4. Coordinate following actions with the Garrison Directorate of Resource Management:

a. Establish a cost accounting system to capture all flood related costs.

The system must allow for the day to day accounting of all labor, material, and voucher costs associated with flood relief and protection activities. Coordinate as necessary to ensure complete and accurate recording and reporting. A comprehensive audit file should be maintained for all activities. The audit file should be centrally located in the Public Works file vault. Coordinate periodic reviews, audits and funding requests with Garrison Resource Manager.

b. Prepare and maintain reports encompassing all flood fighting and flood protection related costs, including required clean up actions and projects. Coordination is essential to accurately reflect project description, costs, and progress reports. Prepare flood related reports necessary to request reimbursement for costs and funding for improvement projects.

4. Chief, DPW, Operations Division (PWO):

1. Verify the installation support service contractor's performance of flood prevention measures at each flood stage.

2. Be aware of the Installation Support Service Contractor's flood fighting materials, supplies, and verify their ability to perform contract requirements.

3. Verify the performance of preventive maintenance measures on flood control points.

4. Establish accountability procedures for flood fighting activities and coordinate flood fighting tasks with the Contracting Officer.

5. Verify the Installation Support Service Contractor's performance of rodent control procedures.

6. Maintain an inventory and control system for all vehicles used during the emergency.

7. Maintain contact with the City of Rock Island on the amount of sewage being pumped from building 204 to Rock Island. Coordinate with the Environmental and Real Estate Divisions, and the Installation Support Service Contractor, on any requirements to discharge raw sewage directly to the Mississippi River. Keep the Garrison Manager informed of this requirement and coordinate notification of the Illinois EPA and the City of Rock Island.

5. Chief, DPW, Environmental Division (PWE):

1. Coordinate increases in wastewater flow rates with the City of Rock Island (POC is Ms Lisa Perry, Waste Water Treatment Plant Supervisor, Tel. 309-732-2300).

2. Sanitary Sewer Overflow or Bypass – If it is determined necessary to pump sewage directly to the river the RIA environmental office must notify the Illinois EPA1. within 24 hours of the occurrence; notify the Illinois EPA regional wastewater staff by telephone, fax, email or voice mail, if staff are unavailable. Within 5 days of the occurrence, provide a written report describing the overflow or bypass, including all information requested on the IEPA form.

3. If it is deemed necessary to pump wastewater directly from Bldg. 204 to the Mississippi River, coordinate with PWF and PWO as necessary to

1. EPA Region 5 (IL, IN, MI, MN, OH, WI) Environmental Protection Agency, 77 West Jackson Boulevard, Chicago, IL 60604-3507 http://www.epa.gov/region5/ Phone: (312) 353-2000, Fax: (312) 353-4135, Toll free within Region 5: (800) 621-8431. To report oil and chemical spills, call the 24 hr National Response Center: 1-800-424-8802.

ensure proper procedures are in place.

4. Ensure that all flood related debris is disposed of properly at the appropriate permitted facilities. Assist with any permitting efforts.

5. Verify that all underground storage tanks, above ground storage tanks, and miscellaneous hazardous materials (stored within the flood plane) are adequately protected in the event of a levee or pump station failure.

6. General Manager, Installation Support Services Contractor.

1. Establish liaison with Public Works for supplying the following flood fighting items:

a. Fuel for pumps, trucks, and other emergency vehicles.

b. Forklifts with operators.

c. Emergency flood de-watering pumps from other depots or installations.

2. Supply the following flood fighting items for installation support services contractor personnel:

a. Boots and rain gear.

b. Flashlights and batteries.

c. Sedans and pickups with radios as are available.

d. Trucks.

e. Emergency supplies.

f. Insect repellant

g. Miscellaneous personal protection items including life jackets.

3. Perform flood fighting work as directed by the contract and by the contracting officer:

a. Maintain and repair levees as required and as directed.

b. Maintain a sufficient supply of sand and sandbags for initial phase of flood fighting at all times.

c. Provide for inspection of levees upon notification of potential flood conditions. This should be accomplished in coordination with Public Works personnel.

d. Provide personnel for supervision and the filling of sandbags.

e. Establish and train personnel in the correct flood fighting methods and procedures.

f. Construct window closures, bulkheads, stand pipes, and other flood control measures as required.

g. Furnish manpower for flood fight.

h. Inspect, maintain, and repair all sewer backwater, bypass, and overflow valves.

i. Perform particular actions on the following items upon notification of potential flood conditions.

(1) See Appendix N for specific actions.

(2) See paragraph j below for specific actions relative to the hydroelectric plant Building 160.

(3) Install all other pumps as may be required.

(4) Establish around-the-clock pump operator patrols while pumps are in operation.

(5) Prepare Building 204 to withstand predicted stage when warned of potential flood conditions (a dedicated pump is available for Building 204, pump must be installed in sump at SE corner of building, required piping and electrical service are in place).

(6) Prepare Building 160 to withstand predicted stage when warned of potential flood conditions.

(7) Prepare Building 9 to withstand predicted stage when warned of potential flood conditions. The pumps and associated electrical equipment have been raised at Building 9 since past high water events.

(8) Prepare Structure 320 swing span equipment to withstand potential flood conditions.

(9) Provide emergency lighting as required for flood fighting.

(10) Provide and maintain radio remote control units as required to monitor flood control and conditions.

j. Perform the following specific actions relative to the hydroelectric plant, Building 160.

(1) Seal electrical duct line at substation west of Building 160 at 11.0 foot stage.

(2) Remove and cap toilet in basement of diesel room of Building 160 at 15.5 foot stage.

(3) Remove and cap toilet in basement under switchboard in Building 160 at 17.7 foot stage.

(4) Check closure of brick arch backwater valve to river southwest of Building 160. Close at 15.0 foot stage. Install pump.

(5) Provide daily readings of the river level gauges located at both the upstream and downstream sides of the Hydroelectric Plant. Provide this information on a daily basis to Public Works Flood Operations Center at and above a 15.0 foot stage. Maintain a log of all readings.

(6) See Section 10, 1993 After Action Report for additional Building 160, Hydroelectric Plant Actions.

V. MULTI-SHIFT OPERATION:

1. When the predicted flood stage is 21.0 feet or above, the Director, DPW, may request the Garrison Commander to assign additional personnel from the other Directorates, and the Commanding Officer may assign additional personnel from other agencies and offices on the installation as necessary.

2. For multi-shift operation at the direction of the Chief, Directorate of Public Works, Operations Division, the installation support services contractor will organize his flood fighting personnel to assure that each shift is adequately staffed with trained supervisory and working level personnel.

VI. TRAINING IN FLOOD FIGHTING PROCEDURES:

1. Training in correct flood fighting procedures for the levee, pump, and electrical patrol personnel will be conducted annually to insure that a cadre of adequate size is available to staff a three (3) shift flood patrol each flood season. The training will be made available to contractor personnel also.

2. Training will be conducted each spring before the start of the flood season.

3. Training will be coordinated with the Rock Island District, U.S. Army, Corps of Engineers, and Emergency Operations Center.

4. Training aids, available from the Corps of Engineers will be used for cadre training.

5. Instructions will be furnished by the Engineering and Services Division.

6. Arrange for new flood team members to obtain Hepatitis A shots.

Updated 25 Mar 2016 by Michael Panilo, Civil Engineer 309-782-6004

APPENDIX A

RIA FLOOD EMERGENCY PLAN ORGANIZATION CHART

Garrison Commander

Garrison Directorate of Resource Management

-Inform Garrison Manager -Supervise Funding

Commanding Officer Rock Island District

US Army Corps of Engineers

Operations Division Rock Island District

US Army Corps of Engineers

Emergency Operations Center Rock Island District

US Army Corps of Engineers

-Daily Situation Report -Daily Flood Meeting

Chief, Engineering and Services Division

-Flood Control Center Management -Survey Maps, Charts, Graphs, and

Reports -Technical Assistance

Director Directorate of Public

Works

-Direct and Supervise Flood Emergency Organization

-Provide Supplies and Fuel

Director, Emergency Services Directorate

-Traffic and Security Control -Emergency Personnel, Ambulance, and

Rescue Equipment -Bridge Access

Chief, Operations Division

-Coordinate Installation Support Services -Sewage Plant Coordination

Installation Support Services Contractor

-Sewer Backwater, Overflow, and Bypass Valves

-Emergency Dewatering Pumps -Hydro-Electrical Plant

-Sewage Pumping Plant

Pump house Protection -Flood Control Management

-Levee Maintenance -Sand Bagging

-Contractors Flood Fight Management -Drainage Structure management

-Pest Control

Chief, Environmental and Real Estate Division

-Coordinate with Illinois EPA -Technical Assistance

-Assist with permitting efforts

DPTMS

-Cooridnates with other Tenants and Directorates as needed

Chief, Business Operations and Integration Division

-Cost Accounting -Clean-Up Projects -Supply Inventory

APPENDIX B

ROCK ISLAND DISTRICT CORPS OF ENGINEERS

FLOOD ORGANIZATION

AREA ASSISTANCE OFFICERS – QUAD CITY AREA

The Rock Island Arsenal is included in the Quad City area for purposes of Flood Assistance from the Corps of Engineers.

CLOCK TOWER EMERGENCY OPERATIONS CENTER – 794-5595

Non-Duty Hours Flood Emergency Answering System – 794-5595 (open on 24 hour basis when flood stage is reached at Dubuque, Iowa)

CALL FIRST:

CHIEF, EMERGENCY OPERATIONS CENTER

Mr. Rodney Delp, Work: 794-5230, Home: (309)-7969-1280

CALL SECOND:

Ms. Sarah Jones, Work: 794-5206, Mobile: (563)-508-7365

FLOOD AREA ENGINEER (QUAD CITIES AREA)

Amanda Geddes, Work: 794-5054

APPENDIX C

FLOOD CONTROL CENTER

1. The Flood Control Center will be located in the RIA Public Works Conference Room, Building 102, basement, West wing, extension 2-7969.

2. The Flood Control Center does not need to be fully staffed on a full time basis for predicted floods of between 15’ and 19’. Staffing for floods predicted to exceed 19’ but not exceed 21’ is at the discretion of the DPW Director. When the predicted flood stage is 21’ or greater, there is a greater probability of continuously staffing the Control Center, however, it is still at the discretion of the DPW Director. When continuously staffed, the Control Center shall be staffed by a shift coordinator and a duty officer. At the discretion of the DPW Director, these roles may be fulfilled by a single person. Shifts shall overlap by one/half hour to adequately brief personnel on the following shift. The Flood Control Center will be equipped with telephones, maps, television, and radios.

3. At the beginning of each shift, all levee patrols will report to the shift coordinator at the Flood Control Center for instructions and to pick up charged radios.

4. The Shift Coordinator responsibilities shall be as follows:

a. The Shift Coordinator shall have a list of personnel on duty and upcoming duty assignment for a reasonable period of time.

b. A government car and radio will be available for the Shift Coordinator's use at all times.

c. If it is believed that additional manpower is required, the Shift Coordinator shall contact the Director of RIA Public Works for instructions.

5. The Duty Officer responsibilities shall be as follows:

a. Duty Officer shall arrange transportation of patrols to the work site.

b. The Duty Officer shall remain in the Control Center at all times. When away from Control Center, the Duty Officer shall be in contact with Emergency Services Personnel by radio.

c. The Duty Officer shall prepare a detailed report of all actions during his shift.

The report will include such data as: all incidents reported by patrols and time reported; personnel called and time of call; pumps that are in operation and time each was started and/or stopped, etc.

d. The Duty Officer coordinate with RIA Law Enforcement as necessary to maintain security of the installation and ensure they are aware of flood control actions along the perimeter.

e. If a problem develops that cannot be readily solved or there is any doubt as to the proper solution, the Duty Officer will consult with the Shift Coordinator.

6. All patrols shall report at least hourly to the Flood Control Center by radio.

APPENDIX D

TYPICAL EMERGENCY CENTER STAFFING

OPERATIONS AND DUTIES

(General Guidelines Originally Prepared for Floods of 1993 and 1997)

1. Flood Control (operations) Center

a. 24 hours per day/seven days per week

b. RIA Directorate of Public Works (DPW) Director

c. One Shift Coordinator per shift (Normally RIA DPW Division Chiefs)

d. Administrative support

2. Flood Control Levees

a. Three operational areas.

b. North Shore. Government Bridge to intersection of Blunt Road & Golf Lane.

c. Intersection of Blunt Road & Golf Lane to Hydro Plant (to include Hydro Plant).

d. South Shore. Hydro Plant (not included) to Government Bridge (not included).

e. One RIA PW engineer per operational area, to direct efforts; each with maps of contours and of all sewers.

f. Two levee patrollers per shift, per area, for three areas.

3. Sandbagging Operations

a. Fill sandbags, using sandbag equipment located East of Building 204

b. Maintain stockpile of 100 pallets (1600 bags) at Building 204 parking lot

c. Cover sandbags to keep them dry

4. Equipment/Manpower

a. Two forklifts with drivers, per shift

b. Two trucks with drivers, per shift, from installation support contractor

c. Two equipment operators, per shift, from installation support contractor

d. Keep trucks loaded with sand and sandbags

5. Standby/Emergency Personnel

a. RIA or Contractor + 15 people per shift

b. RIA Emergency Services + 10 firemen per shift

6. Email twice per day, Island wide

7. Flood briefing daily at 1300, Flood Control Center, Building 102

8. Food and beverage deliveries for all shifts (at the discretion of the DPW Director, generally for 24/7 staffing only)

APPENDIX E

TYPICAL DAILY FLOOD BRIEFING

(Section originally prepared during 1993 flood)

At the direction of the Garrison Commander, a daily flood briefing may be necessary to keep leadership informed. Below is a sample format used in past flood fighting efforts:

1. Held at 1300 daily in the Flood Control Center.

2. Attended daily by RIA Garrison Commander.

3. Briefing Agenda:

a. Current status of effort and any new concerns.

b. Current and projected flood data and weather.

c. Discuss media/traffic/security/safety needs and/or concerns.

d. Informing Commander of any staffing/manpower needs.

e. Informing Commander of any equipment/materials/logistic needs.

f. Status of facilities:

i. Building 9, River Water Pump House

ii. Building 204, Sewage Pumping Station

iii. Building 160, Hydro-electric Plant

iv. Storm Water Pump Houses, Buildings 295 and 330, north of Building 25, Tank Test Track, and MH 127

v. Building 49, North side sewage lift station

vi. Short and long term flood fighting missions

APPENDIX F

TYPICAL EMERGENCY FLOOD STAFFING

WORK AREA

FLOOD CENTER

FIRST SHIFT

7 AM – 4 PM

SECOND SHIFT

3 PM – MIDNIGHT

THIRD SHIFT

11 PM – 8 AM

OVERALL LEAD

SHIFT COORDINATOR G. KOSKI

Office:782-3825

Cell: 309-781-5256

S. BACH

Office: 782‐5007

Cell: 309‐781‐5339

NORTH SHORE. GOVERNMENT BRIDGE TO INTERSECTION OF BLUNT ROAD &GOLF

LANE

INTERSECTION OF BLUNT ROAD & GOLF LANE TO HYDRO PLANT (TO INCLUDE

HYDRO PLANT)

SOUTH SHORE. HYDRO PLANT (NOT INCLUDED) TO GOVERNMENT BRIDGE (NOT

INCLUDED).

LEVEE INSPECTORS C. HAWKINSON

+ SUPPORT

M. PANILO

+ SUPPORT

J. GUMPERT

+ SUPPORT

PW FLOOD CONTROL CENTER 782-7963

HYDRO ELECTRIC PLANT 782-1642

WATER PLANT (MANNING PUMPS) 782-5403

DPW CALL-IN SUPPORT

Name Cell

1. M. BERENDES 563-349-9492

2. L. ST. LOUIS

3. D. VAN WERDEN

OTHER AGENCIES

Name Cell

DPTMS 309-782-0774

EMERGENGY 911

DISPATCH 309-782-6116

FIRE DEPARTMENT 309-782-1185

APPENDIX G

TYPICAL RESPONSIBILITIES OF OTHER ORGANIZATIONS

1. RIA Joint Manufacturing & Technology Center (JMTC): The JMTC directorates can, if necessary, provide manpower and supplies. Evacuate machinery and equipment from proving grounds and other flood prone areas as necessary. Volunteers can assist in sandbagging operations and on levee patrols, on a three shift basis.

2. Army Contracting Command (ACC): The Contracting Officer will be on call as necessary to provide assistance in obtaining supplies. The Contracting Officer will direct the Installation Support Services contractor to provide services within the scope of the contract.

3. Logistics Readiness Center (LRC): This division can, if necessary, provide forklifts and operators for use in moving sandbags. Also, ensure refueling of government owned vehicles and equipment. Ensure access to the Petroleum, Oil and Lubricants (POL) facility on a 24 hour basis throughout the duration of the emergency. Ensure forklifts utilized are correct type to function in the areas needed. NOTE: Refueling of GSA vehicles can also be done with a credit card in Rock Island, IL.

4. Rock Island District Corps of Engineers Emergency Operations Center: The Corps of Engineers will visit the flood area and provide technical guidance as requested.

5. Contractors: Outside contractors can provide sand, crushed stone, plastic sheeting, hauling, etc. These contractors can provide services twenty-four hours a day.

6. Information Technology: Keep communications manholes pumped and communication systems functioning. Ensure remote telephones at Buildings 9, 30/31 and 160 are functional.

7. Directorate of Emergency Services - Law Enforcement (DES-LE): Law Enforcement will keep sightseers from the work areas, provide escorts for contractors hauling supplies to the levees, coordinate access to RIA with area communities, and restrict fishing in hazardous areas. During routine patrols watch for problems and report them back to the Flood Control Center.

8. Directorate of Emergency Services - Fire Department (DES-FD): Department will be prepared to furnish emergency personnel, ambulance rescue equipment, and pumping apparatus as required and respond to hazardous material spills. They will furnish and operate necessary lighting apparatus as required. Also provide delivery of food and water to flood fighting personnel as required. The primary duty of the fire department is emergency response on Rock Island Arsenal. All flood fighting duties are secondary to this primary responsibility.

9. Directorate of Plans, Training, Mobilization, and Security (DPTMS): Duties include sending email, preparing reports for and locating additional manpower and supplies when needed. Duties also include informing and coordinating with tenants and other directorates as necessary.

10. Directorate of Resource Management (DRM): Establish the cost accounting system procedures to record and report flood related costs, coordinate audit reviews and prepare and submit funding requests to higher headquarters.

11. Directorate of Morale, Welfare, and Recreation (DMWR): Assist in placing sandbags and close the golf course as needed. The Post Restaurant will provide food on an "on call" basis twenty-four hours a day through the entire flood fighting effort. Assist in relocating summer day camp and softball games as required.

12. Directorate of Human Resources (DHR): Issue a call for volunteers if needed and coordinate activities with union representatives.

13. Safety Office (SO): Assist in the flood control center and monitor safety issues.

14. Public Affairs Office (PAO): Provide coordination with the local media.

APPENDIX H

FLOOD EVACUATION PLAN

When the predicted flood stage is in excess of 21.0 feet, the following activities must be considered for evacuation:

1. Mandatory:

a. Evacuation of the summer day camp adjacent to Blunt Road.

b. Evacuation of the Sports Complex and restriction of activities near Quarters 30 and 31.

2. Optional:

a. Evacuation of the occupants of Quarters 30 and 31.

b. If the occupants of these quarters are relocated then arrangements need to be made to have the basements checked on a regular basis for seepage.

c. Relocation of the equipment at the Proving Grounds.

d. Evacuation & restriction of low lying areas between Building 160 and Sylvan Drive, including the parking area south of Building 212.

APPENDIX I

INSTRUCTIONS FOR LEVEE PATROLS

1. Levee Patrols will report to the Flood Control Center, Building 102, at the beginning and end of each shift.

2. Patrols will be issued a copy of this plan, electric lanterns, rain coats, boots, sunscreen, insect repellent, gloves, two-way radios, and life vests as necessary.

NOTE: Life vests will be worn at discretion of levee coordinator while on levee patrol unless otherwise specified by higher authority. Each patrol will have access to a vehicle equipped with shovels and marker flags. Recommend pickup truck with filled sand bags in bed.

3. After receiving a briefing from the patrol going off shift, and instructions from the Shift Coordinator/Supervisor, patrols will drive to their assigned patrol area. Each patrol will be assigned a government vehicle (recommend pick-up truck).

4. For safety reasons, each patrol will consist of two (2) persons, who will always patrol as a team.

5. Levee patrols will inspect the levee and other flood related structures on Rock Island Arsenal.

6. The Island flood fighting effort will be divided into three sections:

a. SECTION I – Along North Shore, begin at the Government Bridge and continue to intersection of Blunt Road with Golf Road.

b. SECTION II – Along North Shore, begin at the intersection of Blunt Road with Golf Road and continue to the Hydro dam.

c. SECTION III – Along South Shore, begin at the Hydro dam (not included) and end at the Government Bridge (not included).

7. Each patrol will continuously inspect the flood control features in their assigned areas.

8. Patrols will be on foot and will observe for the following:

a. Any visible leakage on the inside slope of the levee.

b. Water boils, which may occur in the area on the landside (LS) slope of the levee, at the LS "toe" of the levee, and up to 50 feet from the LS toe of the levee.

c. Any damaging rodent activity, erosion or sloughing on the river side of the levee.

d. Any shifting or settling of sandbags.

e. Any sections of levee that might become overtopped.

f. Operation of pumps, gates and other features in their section.

g. Regularly record water levels at temporary gage locations (if necessary, gauges will be relocated ONLY by the dike coordinator).

9. SECTION I PATROL – will report to the flood control center by radio every hour, at 20 minutes past the hour.

10. SECTION II PATROL – will report to the flood control center by radio every hour, at 40 minutes past the hour.

11. SECTION III PATROL - will report to the flood control center by radio every hour on the hour.

12. In addition to hourly reporting. Patrols will report immediately to flood control center by radio if any of the items listed in paragraph 8 are observed, or if assistance is required.

13. An emergency phone is located at the North edge of Blunt Road, in the vicinity of Quarters 31, at Building 9, and at Building 160.

14. Carry an air horn to provide an audio alarm if there is a breach of the levee, to warn any personnel within a hazardous area. If any personnel are stranded on the levee following a breach, or in any danger, immediately contact the Fire Department to initiate rescue operations.

15. The sewage pumps at lift station #49 shall remain in service as long as conditions will allow. Notify the duty officer if flooding of pit is imminent.

16. The basements of Buildings 159 and 168 must be inspected for flooding. Notify the duty officer if flooding occurs.

17. Inspect flood pump stations (5) for normal operation. Notify the duty officer of any problems. They are located at Proving Grounds (North of Building. 25), Building 295 (South-West of Building 299), Building 330 (North of Building 338), South-East of Building 299 in sanitary sewer manhole #127, and South of East tank test track loop in South gate well.

APPENDIX J

INSTRUCTIONS FOR PUMP PATROLS

1. Contractor staffed pump patrols will report to the flood control center, in Building 102, at the beginning and end of each shift.

2. Patrols will be issued electric lanterns and life vests provided by the Contractor for contractor personnel.

3. After receiving instructions from the Shift Coordinator, patrols will start their patrol.

4. For safety reasons, each patrol will consist of two (2) individuals who will always patrol together.

5. Close attention must be given to the following features:

a. The primary sanitary sewage pumping stations at Building 204 and Structure 49.

b. The main sanitary sewer interceptor, south and west of Building 299.

c. The primary storm water pumping stations, Building 295 and Building 330.

d. The secondary storm water pump stations located: north of Building 25; south of the hard lot area in manhole 127; in the northeast corner of the Building 168 basement; and at the Tank Test Track, east loop, south end, north gate well.

6. The effluent pumps at Building 204 are rated for a total capacity of 7,000 gallons per minute. That is the maximum rate at which sewage can be pumped from Building 204 to the City of Rock Island, Wastewater Treatment Plant, for treatment. If the pumps cannot keep up with the flow into Building 204, The Arsenal has the right to direct that the sewage be pumped directly to the river. If this route is taken then the Illinois Environmental Protection Agency must be notified informally (phone, fax, email, etc.)

within 24 hours and in writing within 5 days. (It must be noted that the backing-up of sewage in the south sanitary sewer interceptor, from Building 204 to Building 170, is a viable means of reducing the flow into Building 204. See Appendix T for a description of the procedure.)

7. One pump is located at the Hydro Electric Plant in the manhole outside the building.

Start as necessary to keep the basement drained.

8. One pump is located at Building 9, Water Pumping Station. Start as necessary, to keep water from the main floor.

9. One ditch pump is located at Building 30, as a replacement for the sewage pump, or to pump seepage from around the sewage station, Building 29.

10. The sewage pumps at lift station #49 shall remain in service as long as conditions will allow. Notify the duty officer if flooding of pit is imminent.

11. The basement of Buildings 159 and 168 must be inspected. Any flooding shall be reported to the Duty Officer.

12. Check pump stations (3) located at Proving Grounds, Building 295, southwest of Building 299, and Building 330, north of Building 338.

13. Levees will be observed for the following:

a. Any visible leakage on the inside of the levee.

b. Water boils which may occur on the inside earthen portion of the levee, or within 50 feet from inside the toe of the levee.

c. Any shifting or settling of sandbags.

d. Any area that might become over-topped.

14. All stations must be checked as often as possible, with a goal of one hour intervals.

15. The Contractor shall furnish a mechanic to operate and service the flood pumps.

16. Patrols will report, by phone, to the duty office hourly, at five minutes past the hour.

17. In addition to hourly reporting, if pumps are started or any other problems arise, patrols will report to the duty officer immediately.

18. An after-action report will be prepared indicating key events and a lesson's learned scenario.

19. Brief replacement shift personnel on concerns and new developments.

20. Keep hourly records of observed flood heights on temporary gages established for this purpose in key locations on the installation.

APPENDIX K

MISCELLANEOUS RECOMMENDATIONS AND LESSONS LEARNED

1. Use black plastic sheeting on all applications where sheeting is required: covering the HESCO Barriers, covering sandbag levees, and covering stored sandbags. Black plastic is much more resistant to UV exposure and will last many more months.

a. In a clear plastic film, the UVB light acts on the entire thickness at once, and failure occurs at the same time throughout the thickness of the plastic. In opaque plastics (plastic that light cannot pass through, black is best) the light has to break down the outer layer before it can break down the inner section of the plastic.

The inner section, since it’s protected, can retain its strength much longer the more opaque the plastic. Black is the best.

i. Clear plastic sheeting was used on the HESCO barriers during the spring flood of 2011. The plastic was placed mid-March and it shredded in a wind storm on/about 1 July.

ii. Sandbags covered with black plastic were in good shape when they were removed from the hard lot on 1 August 2011. Those bags that were not properly covered had degraded and fell apart.

iii. The black plastic that had covered the sandbags was in good shape when it was removed from use.

iv. USE BLACK PLASTIC FOR EVERYTHING INSTEAD OF

CLEAR. SPEND THE EXTRA MONEY AND AVOID THE

ADDITIONAL CLEANUP COSTS.

2. Simulation testing at the east range (Building 40) has been impacted in the past by flooding. There have been concerns with the vibrations applied to the levee from the hydraulic loading of the various gun tubes. There are several considerations involved in determining whether testing should be allowed; among these are:

a. River stage

b. Size of gun tube being tested (energy applied to the larger tubes is approximately 4 times that of the M119 that was approved for testing during the 2011 flood)

c. Duration above flood stage

d. As stated above, testing was allowed in the spring of 2011. It was determined that the amount of energy being applied to the earth was insufficient to cause any type of consolidation of the soils under hydraulic pressures from the river.

3. Install two rows of HESCO barriers on the upstream face of the levee at Building 9 for added protection from large floating debris such as tree trunks.

4. Install rate for HESCO barriers by construction contractor with no previous experience (April 2011):

a. Day 1 – ~370’ – dealing with conflicts by Sundial

b. Day 2 – ~690’

c. Day 3 – ~730’ – completed up to East Street, included work around building 9

5. Priority for installation of HESCO barriers

a. Priority 1 – Gillespie to East street (~1850’) and north side of Quarters 30/31 (~525’) from approximately 50’ east of upper gate to west end of lock channel

b. Priority 2 – East end of Quarters 30/31 to levee transition approx. at MAE transmission tower (~2000’)

c. Priority 3 – East Avenue to west end of old locks (~3900’)

6. Sandbag staging

a. Both sides of Beck near 204 (primary lot)

b. Davenport Drive at B330

c. West side of B160

d. Sundial

e. North of softball fields in parking lot

APPENDIX L

APPENDIX M

EMERGENCY FLOOD SUPPLIES

ROCK ISLAND PUBLIC WORKS

ITEM STATUS NUMBER LOCATION REMARKS

Sand Buy/local supplier

As needed IA or IL Obtain when needed4

Sand On Island Multiple Tons Hardlot north of B22

Sand trucked from spoil area west of Centennial Bridge. Sand was free, paid for trucking

Sandbag Machine Present Supply

Bldg. 332

3 hopper unit Sandbags – White Sandbags - Burlap Filled Sandbags

Present Supply

150,000 Bldg. 332

Ties Present Supply

150,000 Bldg. 332

Emergency Generator Present Supply

1 Bldg. 52

Shovels Available 42 Flood Crib

Flashlights needed (total)

Flashlights available

Buy/local supplier

IA or IL Flood Crib

Obtain when needed2

Lifejackets needed (total)

Lifejackets available

Buy/local supplier

IA or IL Flood Crib

Obtain when needed2

Polyethylene rolls Buy/local supplier

15 rolls@ 20’ W x 100’ L

IA or IL Obtain when needed2

Radios Rent/local supplier

16 IA or IL Obtain when needed2

Cellular Phones Lease 5 Inf.

Technology Obtain when needed

Boots & Rain Coats needed (total)

Boots available Rain Coats available

Buy/local supplier

IA or IL

Flood Crib

Obtain when needed2

HESCO Barriers Available 9000’ LF of 3’ X 3’ (600 units 15’ each)

Bldg. 332 Use those placed during 2011 flood first.

Magnetic Vehicle Door Signs needed (total) Magnetic Signs available

Buy/local supplier

IA or IL

“PUBLIC WORKS” Vehicle signage;

obtain when needed2

2 Obtain at predicted flood stage in excess of 17’ at Lock and Dam #15; store at Bldg. 104 basement 3 Obtain at predicted flood stage in excess of 17’ at Lock and Dam #15; store at Bldg. 338 4 Obtain 45 tons at predicted flood stage in excess of 15’ at Lock and Dam #15; store in vicinity of Bldg 164, 204, 170 & in 168 if raining, purchase more as flood prediction increases above 15’.

PORTABLE PUMPS (Stored in Bldg. 52)

NUMBER SIZE/HP QUANTITY

BRAND

(MAKE)

SERIAL NO.

Pump #1 3” - 5 HP 1 Kubota GSA280-553148 Pump #2 4” - 5 HP 1 Kubota GSA280-551928 Pump #3 4” – 10 HP 1 Teel Pump #4 4” – 10 HP 1 Teel Pump #5 4” – 10 HP 1 Teel Pump #6 2” – 5 HP 1 Wacker 67200L597 Pump #7 2” – 5 HP 1 Wacker 672001610 Pump #8 Small green pump 1

Pump #9 Large yellow pump 1

Marlow 451924

2” - Gas Trash

Pump 1 Honda WAAJ-1029046

1 Honda WAAJ-1029047

1 Honda WAAJ-1029048

1 Honda WAAJ-1029049

3” - Gas Trash

1 Honda WABJ-1138785

1 Honda WABJ-1138786

1 Honda WABJ-1138880

Flood Equipment and Material Suppliers

Gear, Tools and Equipment

Farm and Fleet

Davenport 563-391-4847 Geneseo 309-944-5328 Moline 309-797-8183

K&K True Value Hardware

Bettendorf 563-359-4473

Grainger Davenport 563-391-6015

Materials

RIIS 309-782-2337

River Stone Group: Moline (Sand & Sandbags) 309-757-8289 Builders Sand & Gravel (Empty or filled sandbags; no sand) 563-322-1757 Colona Sand & Excavating (not verified) 309-949-2386 Stetson: Rock Island/Des Moines (Sandbags) 309-788-8412/515-243-6286 Kings Material: Eldridge (Sand) 563-285-2565 Dry Silica Sand in case of Manufacturing Support ; Call MEO Holly Stotlar Unimim Corporation (Dry Silica Sand)

309-782-0919 1-203-966-8880

Hauling

Valley Construction 309-787-0292 Willman Construction 309-563-324-8940

RIIS 309-782-2337

APPENDIX N

HIGH WATER CONTROL

DIRECTORATE OF PUBLIC WORKS

GARRISON-ROCK ISLAND ARSENAL

ROCK ISLAND, IL

TABLE OF CONTENTS

Location/River Stage Cross Reference N2

Island Locator Map N4

Legend N5

High Water Control Features N6 – N39

Emergency High Water Control Features N40 – N52

FLOOD STAGE VS. CHECK LIST (10/10/2018)

Page (N) Location 5.3 6 9 9.2 10 10.5 11.0 12.0 12.5 13 13.5 15 17 17.3 17.5 19 20 20.4 20.5 N06 Junction Chamber D94, Pump Station 330 P N07 Building 204 P N08 Sanitary Sewer M. H. 265 P

N09 Pump Station 295 P N10 Building 204 P N11 Storm Water Pumping Station (N. E. Bldg 25) P N12 Storm Water Pumping Station (N. E. Bldg 25) A N13 Pump Station 295 A N14 M. H #127 (Formerly M. H. #9) P N15 Flushing Valve - Blunt and Butler A P N16 Junction Chamber D94, Pump Station 330 A

N17 Seal Sanitary Sewer M. H. Covers A N18 Tank Test Track Gatewell (See action) A N19 Sluice Gate, Catch Basin (S.E. Bldg 40) A N20 Gatewell at Sylvan Dr., Catch Basins F13 & F14 P N21 Bldg. 49 (Sewage Pumping Station) P N22 Junction Chamber D94, Pump Station 330 A N23 M. H #127 (Formerly M. H. #9) A N24 Junction Chamber (West of Bldg. 160) P N25 Gate Chamber C46, M. H. C39 & M. H. C45 A N26 Tank Test Track East Sluice Gate A N28 M. H. #96A (S. W. of Bldg. 301/Qtrs 1) A

N29,N38 Bldg 326 (Bridge Shop) P N30 Pony Wheels (Government Bridge) A N31 Building 204 P N32 Tank Test Track West Suice Gate A N33 Bldg. 29 (West of Qtrs. 30) A N34 Bldg. 301 Basement (Qtrs. 1) A N35 M. H. C36 (S. W. of Bldg. 159) P N36 M. H. to Steam Tunnel (N. of Bldg. 160) P N37 Sluice Gate to Viaduct Drainage Area A N38 Bldg 326 (Bridge Shop) P N39 Building 204 P

No N. Sheet Check the Sump Pump in Basement of Bldg. 168 A A

RIVER STAGE at LOCK & DAM 15

P: Prior to water elevation (P.T.)

A: At water elevation (AT) N2

FLOOD STAGE VS. CHECK LIST (10/10/2018)

Page (N) Location 12 17 19 21 21.5 N27 Bldg. 9 - Relocate Pumps N40 Storm Drain in Bldg. 204 Levee P

N41 Close Sluice Gate Manhole D43; Plug 21" RC Line **AS REQUIRED**

N42 Sandbag Sub B A N43 Levee N. W. of Bldg 30 P N44 Transformer & Switch (S. of Bldg. 299) P N45 Sylvan Drive S. W. of Bldg 299 P N46 Levee Section between East & Gillespie P N47 S. E. Corner of old Moline Lock P N48 Sylvan Drive West of Bldg 299 P

N49 Levee S. of Sylvan Drive P N50 Bldg 40 - Install electric sump pump A N51 S203 - South Catch basin A

Not In Current Contract

P: Prior to water elevation (P.T.)

A: At water elevation (AT) N3 m12593c22f.dgn

P.T. 12.5’ (PAGE N20)

**P.T. 21.5’ (PAGE N49)

AT 12.0’ (PAGE N50)

AT 12.0’ (PAGE N19)

**P.T. 19.0’ (PAGE N40)

**P.T. 21.5’ (PAGE N48)

**P.T. 21.0’ (PAGE N45)

PT 20.0’ (PAGE N36)

AT 9.2’ (PAGE N13)

P.T. 6.0’ (PAGE N9)

P.T. 6.0’ (PAGE N8)

** AS REQUIRED (PAGE N41)

PT 20.0’, (PAGE N51)

PT 15.0’ (PAGE N27)

**P.T. 21.5’ (PAGE N46)

AT 12.5’, P.T. 15’(PAGE N15)

**P.T. 21.5’ (PAGE N47)

AT 9.0’ (PAGE N12)

P.T. 9.0’ (PAGE N11)

**P.T. 21.0’ (PAGE N43)

AT 19.0’ (PAGE N33)

AT15’ (PAGE N25)

**AT 17.0’ (PAGE N51)

AT 17.5’ (PAGE N30)

P.T. 20.5’ (PAGE N39)

P.T. 19.0’ (PAGE N31)

P.T. 9.0’ (PAGE N10)

P.T. 5.3 (PAGE N7)

AT 20.4’ (PAGE N37)

P.T. 20.5’ (PAGE N38)

P.T. 17.3’ (PAGE N29)

AT 19.0’ (PAGE N34)

P.T. 13.0’ (PAGE N21)

AT 13.0’ (PAGE N22)

AT 10.5’ (PAGE N16)

P.T. 5.3’ (PAGE N6)

AT 17.0’ (PAGE N28)

SEE ACTION (PAGE N18)

AT 15.0’ (PAGE N26)

** AT 21.0’ (PAGE N42)

P.T. 15.0’ (PAGE N24)

AT 19.0’ (PAGE N32)

AT 13.5’ (PAGE N23)

P.T. 10.0’ (PAGE N149)

P.T. 20.0’ (PAGE N35)

AT 11’, P.T. 18’ (PAGE N17)

**P.T. 21.0’ (PAGE N34)

HIGH WATER CONTROL FEATURES LOCATOR MAP

JANUARY 1, 2012

FEATURES LOCATOR MAP

CONTROL

HIGH WATER

FLOOD REFERENCE ONLY.

CONTRACT AND IS SHOWN FOR EMERGENCY

FEATURE IS NOT INCLUDED IN THE MAINTENANCE

** NOTE: THIS SYMBOL INDICATES THAT THIS

N4

ROCK ISLAND ARSENAL

ENGINEERING & SERVICES DIVISION

ISLAND

SYLVAN

LO

C

K

AN

D

AM

N O

BETTENDORFDAVENPORT

MOLINEROCK ISLAND

C A N A L

M

O

L I N

E

P O O L

S Y L V A N S L O U G H

M

IS S I S S I P P I

R I

V E

R

E. RIVER DR.

GRANT ST.

4TH AVE

1ST AVE

2ND ST.

4TH ST.

3RD ST.

STATE ST.

X

X

X

X

X X

X X

X X

X

X X

X

X

X

X

X X

X

X X

X X

X

X X

XX

X

X

X

X

X

X

X X

XXX

X

X X

X

X

X

X

X

X

X

X

X

X X

X X

X X

X

X

X X X X X X

X

X X

X

X X X

X

X

X X

X X

X X

X

X

X X

X X

X X

XXX

XX

X X

X X

X X

X X

X X

X X X

X

X X

X

X

X XX X

X

X

X

X

X

X X

XX

X

X X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X X

X

X

X

X

X

X

X

X

XX

X

X

X

X X

X

X

X

X

X

X

X

X X

X X

X X

XX

X

X

XX

X

X X X X X X X X X X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X X

X X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X X

X X

X

X