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S 4 v . i b l l t i :

GENERAL ELECTRIC COMPANY Pittsfield, Massachusetts

EMERGENCY ACTION PLAN

for

WOODS POND DAM

Housatonic River Lee/Lenox, MA

Updated April 22, 2004

Originally compiled March 4, 2003 by:

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MWH o MONTGOMERYWATSON HAFIZA

Chicago, Illinois ooo oN)

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Woods Pond Dam EAP Emergency Action Plan

I. STATEMENT OF PURPOSE

This Emergency Action Plan (EAP) has been prepared on behalf of the General Electric Company

(GE) for Woods Pond Dam, which is owned by GE. The purpose of this EAP is to:

1. Define the responsibilities of various officials involved in emergency management;

2. Provide procedures designed to identify, in a timely manner, unusual and unlikely

conditions which may endanger the structural integrity of Woods Pond Dam;

3. Identify actions to take to mitigate the situation or developing situation; and

4. Provide procedures to notify the appropriate emergency management officials, if

possible, of impending or actual failure of the dam.

In accordance with the regulations of the Massachusetts Department of Conservation and

Recreation, Division of State Parks and Recreation (DCR) (formerly known as the Environmental

Management (DEM)) Regulations (Chapter 302 CMR 10.00, December 27, 1996), Woods Pond

Dam is designated as a "large" size dam with a "significant" hazard (Class II) potential. This size

classification is based on the storage capacity that occurs during the spillway design flood, while the hazard potential classification is based on the presumption that failure of the dam may result in the

loss of life and significant property damage immediately downstream of the dam.

According to DCR Regulations (Chapter 302 CMR 10.11, December 27, 1996), all dams classified

as "high" hazard (Class I) shall have an EAP. If the Commissioner requires it, a facility with a non-

high hazard dam shall also provide an EAP. DEM requested that GE prepare an EAP for Woods Pond Dam; GE prepared this EAP in response to that request and as an exercise of good engineering judgment. The EAP conforms to the requirements for EAPs outlined in Section 10.11 of the DCR

Regulations. All EAPs are subject to approval by the DCR. The dam owner shall submit a copy of

the proposed EAP to the local and state emergency agencies and all local emergency coordinators

involved in the plan for review. The owner shall incorporate applicable recommendations received

and provide the documented recommendations in appendices to the final version of the EAP.

Annually, the owner shall review the EAP and update it as necessary

April 2004 1-1


The EAP shall, at a minimum, contain the following:

1. The identification of equipment, manpower and material available for implementation of

the plan;

2. A notification procedure for informing local emergency agencies;

3. A topographic map showing the stream which will be flooded; and

4. A procedure for warning nearby local residents if failure of the dam is imminent and a

listing of addresses and telephone numbers of downstream residents that may be affected

by failure of the dam.

As described in Section IV, "Emergency Detection, Evaluation and Classification," two alert

conditions have been adopted for Woods Pond Dam:

1. Condition A - Failure Is Imminent or Has Occurred, and

2. Condition B - Potential Failure Situation Is Developing

A notification flowchart for each of these alert conditions is presented in this EAP.

February 2003 1-2


II. PROJECT DESCRIPTION

A. Background

The original Woods Pond Dam was reportedly constructed around 1864 on the Housatonic River

near the towns of Lee and Lenox, Massachusetts, as shown on Exhibit 1. The original structure

consisted of a 9-foot high rock-filled timber crib overflow dam with a 14-foot-high earthfill

embankment parallel to the river channel as its east (left) abutment (left and right refer to the side of the river channel when viewed looking in the downstream direction). There are no design drawings

or information available for any of the original project structures. The original dam structure was replaced in 1989 with a new concrete overflow spillway and new abutments of concrete and steel

sheet pile. The earthfill (raceway) embankment separates the main river channel from the 30-to-50 foot wide raceway channel along the left bank of the river. The raceway channel conveys flow to a

small mill pond, which at one time was a forebay for a water-powered mill that has since been retired. The dam impounds the Woods Pond Reservoir, part of the Housatonic River Valley Wildlife Management Area.

Prior to the 1989 rehabilitation, Woods Pond Dam was in a deteriorated condition. The original project could not pass a flood greater than about the 10-year flood event without overtopping the

earthen raceway embankment. Overtopping of the embankment could have caused a breach of the embankment, resulting in the uncontrolled release of the reservoir water and sediments that had settled to the bottom of the reservoir.

Beginning in 1979, studies and investigations were performed to assess the condition of the dam and develop recommendations for repair and rehabilitation of the dam. In 1983, the timber planking and heavy gage sheet metal on the main overflow dam were replaced with an 18-inch-thick reinforced

concrete cap. After placement of the cap, a leak developed at the east abutment masonry wall, presumably due to the cut-off of natural seepage through the timber crib dam. The joints in the

masonry wall were filled with mortar shortly after the 1983 construction, temporarily stopping the leakage, but contributing to pressure buildup behind the wall, causing lateral movement of the wall.

In 1988, a plan was developed to rehabilitate the dam to provide a safer, more reliable project

structure. The rehabilitation was carried out in two stages. The first stage consisted of the

construction of a raceway closure structure with concrete stoplogs to divert flow away from the

raceway and mill pond. The purpose of the closure structure is to protect the raceway embankment

from overtopping and potential failure during high flows. The second stage consisted of the

construction of a replacement spillway and non-overflow gravity dam a short distance downstream

of the original spillway. A rockfill berm was also constructed on the west (right) bank of the river

February 2003 II-1


between the original spillway and new spillway, and the top 2.5 feet the original timber crib

spillway was demolished. The original sluice gate structure at the downstream end of the raceway

embankment was rehabilitated in 1991. This structure controls the water level in the Mill Pond.

Additional modifications to the project were performed in 2001 to address recommendations made

in the January 2001 Structural Integrity Assessment Report, and in 2003 to address recommendations made in the May 2003 Structural Integrity Assessment Report. The 2001

modifications included repair to deteriorated masonry at the raceway closure structure; removal of

trees and other vegetation along the raceway embankment; regrading of the raceway channel slopes;

and removal of the masonry wall and reworking of the riprap at the upstream raceway embankment. The 2003 modifications included removal of trees and other vegetation and the placement of riprap along the river side of the raceway embankment. Based on the structural integrity assessment

inspection conducted in October 2002, the dam, raceway closure structure, and riprap constructed in 1989 are in good condition, and there was no indication of deterioration or distress to the spillway

and tailrace.

A general plan of the rehabilitated project is shown on Exhibit 2. Drawings for the 1989 rehabilitation are included in Appendix A for reference. The "General Design Report for Woods Pond Dam Rehabilitation" for the 1989 rehabilitation was filed with the DEM and is available from GE. It also appears in Appendix B of the March 1999 Woods Pond Dam Inspection Report.

B. Project Features

The present dam consists of a 140-foot-long concrete overflow spillway, a concrete non-overflow gravity section at the west (right) abutment, and a concrete and steel sheetpile raceway closure

structure at the east (left) abutment, all constructed since 1989. All the dam structures are founded on bedrock. The dam has a maximum height of approximately 14 feet, with an ogee-shaped

spillway with a crest elevation of 948.3 feet National Geodetic Vertical Datum (NGVD). The west

(right) abutment is a non-overflow gravity structure with a sloped downstream face and a top elevation of 954.0 feet NGVD. The raceway closure structure forms the east (left) abutment of the

dam and has a top elevation of 954.0 feet NGVD. The drawings for the dam and raceway closure

structure are provided in Appendix A. The current structure is completely independent of the original structure and does not rely on any of the original structures for support.

The current structures are founded on shallow bedrock, which is vertically bedded and is generally

fine grained, hard with variable medium to close joint spacing. This was determined during the

1988 geotechnical investigation program which included soil borings and water pressure testing of

the rock. Details of the subsurface field investigation can be found in the "General Design Report

April 2004 II-2


for Woods Pond Dam Rehabilitation" filed with the DEM in 1989 which was also included in the

March 1999 Woods Pond Dam Inspection Report.

The raceway embankment upstream of the dam is earthen fill with riprap over the surface. The

raceway embankment upstream of the dam is no longer a water-retaining structure and serves no

dam safety function. Failure of this portion of the raceway embankment would have no impact on

the safety or integrity of the dam.

Downstream of the dam and raceway closure structure is an earthen structure protected with riprap

along the length of the channel. This embankment is located between the tailrace of the current

overflow spillway and the raceway channel. The embankment has a crest width of about 8 to 10

feet. The water elevation in the raceway is a few feet higher than the water elevation in the tailrace

and river channel downstream of the dam.

April 2004 II-3


III. POTENTIAL FLOOD LIMITS

Exhibit 3 shows a map of potential flood limits due to the failure of Woods Pond Dam under

"Sunny-day" and "Flood-day" conditions. Flood limits are for failure when the abutments would be

overtopped by two feet. "Sunny-day" means a fair-weather, non-rainy day. "Flood-day" means a

rainy, non-fair-weather day. The term "day" includes nighttime. The potential flood limits are

plotted on Exhibit 3 to show the maximum inundation area due to dam failure to the point

downstream where the water would be contained within the banks of the river. These limits were

estimated based on the information and data provided in two reports entitled:

1. "Woods Pond Dam, Phase 1 Inspection Report, Lee and Lenox, Massachusetts, prepared

for EPA Region 1, prepared by U.S. Army Corps of Engineers, Omaha District,

September 1987,"

2. "Flood Insurance Study, Town of Lee, Massachusetts, Berkshire County by Federal Emergency Management Agency, December 1, 1981."

Refer to Appendix B- Investigation of Potential Flood Limits - for additional information.

February 2003 III-l


IV. EMERGENCY DETECTION, EVALUATION, AND CLASSIFICATION

This EAP has been prepared to aid GE personnel in the timely detection, evaluation, and

classification of an existing or potential emergency situation at the dam. The EAP provides two

classifications of dam failure emergency according to their severity and urgency: Condition A

Failure is Imminent or Has Occurred, and Condition B - Potential Failure Situation Is Developing.

The conditions or measures for detection and evaluation of an existing or potential emergency are

described below.

For purposes of this EAP, GE has designated a Facility Manager and an Alternate Facility Manager

(as specified in Section V). The Facility Manager shall have primary responsibility for carrying out

this Plan on behalf of GE. In the event that the Facility Manager is unavailable, the Alternate

Facility Manager shall be the point of contact and shall have all the duties and powers of the Facility

Manager as set forth in this Plan. In addition, GE has pre-selected contractors, also specified in

Section V, to assist in emergency response under this EAP.

A. Condition A - Failure is Imminent or Has Occurred

The following conditions may lead to the "Failure is Imminent or Has Occurred" emergency

situation. These conditions should not be considered inclusive of all conditions that might occur:

Rapidly developing structural problems involving the spillway, raceway embankment,

abutments, and appurtenant structures. Some of the potential causes of developing

structural problems are listed on Exhibit 4.

The notification procedures of Section V, "Notification Flowcharts and Contact Numbers" and

given on the flowchart for Condition A (Exhibit 5), should be invoked if any of the situations listed

on Exhibit 4 are observed. An imminent situation at the dam site will probably manifest itself as an

excessive increase in flow in the Housatonic River and/or an unexpected drop or rise in water level

in the reservoir, river channel, raceway channel or mill pond.

When failure is observed, the Observer (as defined in Section V) shall inform the Facility Manager.

The Facility Manager shall decide the severity of the problem and invoke the notification procedure

if appropriate.

The message from the Facility Manager to the persons identified on the flowchart for this situation

(Exhibit 5) will contain the following information:

Name and title (GE position) of the person making the call.

February 2003 IV-1

Woods Pond Dam HAP Emergency Action Plan

A statement that this is an emergency call, due to a reported failure or imminent failure of Woods Pond Dam.

A statement that the person receiving the message must initiate contacts as per the flowchart for "Condition A - Failure is Imminent or Has Occurred."

A statement that warning and evacuation should begin immediately.

Signs will be posted around the dam site showing the phone number to call in case an emergency situation is observed.

B. Condition B - Potential Failure Situation is Developing

The conditions that may lead to the "Potential Failure Situation is Developing" emergency situation are also listed on Exhibit 4. Upon confirming any of the situations listed on Exhibit 4, the notification procedures will be implemented by the Facility Manager. There will be two messages from the Facility Manager for this situation. The first message will contain the following information:

Name and title (GE position) of the person making the call. A statement that a potential failure situation is developing at Woods Pond Dam that may

lead to failure of the dam.

A statement that the person receiving the message should put his or her contacts on alert for a second notification message.

A statement that emergency personnel should be ready for an evacuation process.

If failure of the dam becomes imminent, the second message from the Facility Manager shall be as given in this section under "Condition A - Failure Is Imminent or Has Occurred."

If the dam failure is averted and the developing situation is mitigated, the emergency will be called off via the same communication channels. In such an event, the message will contain the following information:

Name and title (GE position) of the person making the call.

A statement that the potential failure situation at Woods Pond Dam has been averted, and that the recipients' contacts should stand down from emergency alert.

February 2003 IV-2


V. NOTIFICATION FLOWCHARTS AND CONTACT NUMBERS

The flowcharts shown in Exhibits 5 and 6 summarize who is to be notified and who is responsible

for notifying individuals and organizations in the order designated for the following emergency

situations:

A. Failure Is Imminent or Has Occurred (Condition A): Corresponds to situations where a

failure either has occurred, is occurring, or obviously is just about to occur.

A. Potential Failure Situation is Developing (Condition B): Corresponds to situations

where a dam failure may develop, but preplanned actions may prevent or mitigate

failure. Generally, there is more time available under this condition than under

Condition A to take preventative action and bring the situation under control.

A copy of the flowcharts shall be prominently posted near the telephone or radio transmitter of each

person identified on the flowcharts as a caller. The key personnel of GE and police departments shall have copies in their offices and at homes (see Appendix C for EAP distribution).

Detailed information supplementing the flowcharts is provided in Section IV - Emergency

Detection, Evaluation, and Classification. The location of the dam, reservoir, and streams are

described in the Section II - Project Description. Potential inundation limits are discussed in

Section III - Potential Flood Limits. In addition to the individuals and agencies listed as contacts in Actions 1 through 8 for Condition A and Condition B, GE has additional notification requirements

under the Consent Decree for the GE-Pittsfield/Housatonic River Site (the Consent Decree). The contacts for those notifications are listed in Action 9. Paragraph 90 of the Consent Decree requires

that notice be given "[i]n the event of any action or occurrence during the performance of the Work

which causes or threatens a release of Waste Material from the Site that constitutes an emergency

situation or may present an immediate threat to public health or welfare or the environment." The

phrase "constitutes an emergency situation or may present an immediate threat to public health or

welfare or the environment" is further defined to mean "an unforeseen combination of

circumstances, or the conditions resulting from such circumstances, not normally anticipated to

occur as part of the Work, that require immediate action to avoid harm or an immediate threat of

harm to human health, welfare or the environment."

For Condition A, notification to the contacts listed in Action 10 is required. For Condition B, the

Facility Manager shall provide notification to the contacts listed in Action 10 as appropriate, based

on the requirements of Paragraph 90 of the Consent Decree quoted above.

Updated April 2004 V-l


A. Condition A - Failure Is Imminent or Has Occurred

In the event that failure is imminent or has occurred at Woods Pond Dam, GE personnel shall

initiate the notification actions in accordance with the flowchart shown on Exhibit 5. The positions

and the sequence of notification for the flowcharts are explained below.

Observer

The Observer will be the GE employee or contractor who monitors the condition of the dam and its appurtenant structures (as described in Section VI.A). In the event of a threatening situation at the

dam site, the Observer shall immediately notify the following GE contacts:

General Electric

Primary Contact: John Novotny, Facility Manager Phone No. (413)494-3177

Home Phone No. (413) 637-8967 Pager No. (413)261-1758

Secondary Contact: Kevin Mooney, Alternate Facility Manager Phone No. (413)494-4391

Home Phone No. (413) 447-9362 Pager No. (413)292-8239

Once aware of an imminent failure of the dam, the Facility Manager shall send a team to the dam

site and shall initiate the following required actions:

Updated April 2004 V-2


Action 1: Notify GE Response Contractor

The following contractors have been pre-selected by GE to assist in response actions under

this EAP:

LB Corporation

Designated Person:

Thomas R. Garrity

LB Corporation

Alternate Contacts: Thomas M. Garrity

LB Corporation

Steve Garrity

LB Corporation

Maxymillian Technologies

Designated Person: John Anthony

Maxymillian Technologies Inc.

Phone No. (413) 243-1072

Cell No. (413) 441-9317

Phone No. (413) 243-1072

Pager No. (413) 290-4000

Phone No. (413) 243-1072 Pager No. (413) 290-4003

Phone No. (413) 499-3050

After hours this same number will reach an automated service, which will alert an operator, who will then call the appropriate contact person.



Action 2: Notify Berkshire County Sheriff Communication Center

Designated Person:

Desk Officer/Dispatcher Phone No. (413) 442-0512

Alternate Contact:

Desk Officer/Dispatcher Phone No. (413) 445-4559

(Berkshire County Sheriff Communication Center handles the 911 calls for Lenox and Stockbridge. Calling the listed telephone numbers is equivalent to calling 911 in Lenox or Stockbridge)

Action 3: Notify Town of Lenox Police Department

Designated Person: Tim Face Phone No. (413) 637-2346

Alternate Contact:

Tony Salvatore Phone No. (413) 499-7357

Action 4: Notify Town of Lee Police Department

Designated Person: Ronald Glidden Phone No. (413) 243-2100

Alternate Contact: Desk Officer Phone No. (413) 243-0678

(Lee Police department handles the 911 calls for Lee. Calling the listed telephone numbers is equivalent to calling 911 in Lee)

Action 5: Notify Town of Stockbridge Police Department

Designated Person:

Richard B. Wilcox Phone No. (413) 298-5520

Alternate Contact:

Desk Officer Phone No. (413) 449-7357



Action 6: Notify Massachusetts Department of Environmental Protection (DEP)

Designated Person:

Spill Emergency Number (Toll Free) Phone No. (888) 304-1133

Alternate Contact:

Spill Emergency Number Phone No. (617) 556-1133

Action 7: Notify Massachusetts State Police (Rte. 20, Lee)

Designated Person: Desk Officer Phone No. (413) 243-0600

Alternate Contact:

Troop B Duty Officer Northampton, MA Phone No. (413) 587-5517

Action 8: Notify Department of Conservation and Recreation, Diviston of State Parks and Recreation

Designated Person: R. David Clark Phone No. (508) 792-7716 ext. 115

Alternate Contact: R. David Clark Cell Phone No. (617) 947-6192

Action 9: Notify Massachusetts Emergency Management Agency

Designated Person:

Patrick Carnevale, Director Phone No. (413) 323-6306



Action 10: Notify Regulatory Contacts under Consent Decree (required for Condition A)

U.S. Environmental Protection Agency:

Designated Person:

Susan Svirsky Phone No. (617) 918-1434

Alternate Contact: EPA New England Emergency

Response Section Phone No. (617) 918-1260

Massachusetts Department of Environmental Protection:

Designated Person: Susan Steenstrup Phone No. (413) 755-2264

Alternate Contact: Anna Symington Phone No. (413) 755-2220

Connecticut Department of Environmental Protection

Designated Contact: Oil & Chemical Response Division Phone No. (860) 424-3338

After contacting the above parties, the Facility Manager will continue to monitor the situation and inform the agencies as needed. Once notified by the Facility Manager, the agencies will coordinate emergency operations. The agencies will also maintain contact with the Facility Manager.



Town of Lenox Police Department

Once notified by the Facility Manager, the Town of Lenox Police Department should initiate the

following actions to assist them in coordinating their efforts.

Action 1: Notify Town of Lenox Fire Department

Designated Person: Dan Clifford Phone No. (413) 637-2347

Alternate Contact: Dan Clifford Phone No. (413) 499-7357

Once notified, fire department personnel will assist police department personnel in evacuating the residents to safe places and providing necessary shelters and food.

Action 2: Notify Town of Lenox Department of Public Works (DPW)

Designated Person: Jeff Vincent Phone No. (413) 637-5525

Alternate Contact:

R. Scott Jarvis Phone No. (413) 637-5520

Once notified, Lenox DPW personnel will place barricades on roads leading to the inundated areas.

Action 3: Notify Potentially Affected Downstream Residents in Town of Lenox

Police department personnel will contact the potentially affected downstream residents in the Town

of Lenox listed in Appendix D, and will issue appropriate instructions regarding evacuation and

temporary shelters.



Town of Lee Police Department

Once notified by the Facility Manager, the Town of Lee Police Department should initiate the


Action 1: Notify Town of Lee Fire Department

Designated Person:

Ron Driscoll Phone No. (413) 243-2100

Once notified, fire department personnel will assist police department personnel in evacuating affected residents to safe places and providing necessary shelters and food.

Action 2: Notify Town of Lee Department of Public Works (DPW)

Designated Person: Mike Towler Phone No. (413) 243-5526

Alternate Contact: Mike Towler Phone No. (413) 243-2100

Once notified, Lee DPW personnel will place barricades on roads leading to the inundated areas.

Action 3: Notify Potentially Affected Downstream Residents in Town of Lee


of Lee listed in Appendix D, and will issue appropriate instructions regarding evacuation and temporary shelters.



Town of Stockbridge Police Department

Once notified by the Facility Manager, the Town of Stockbridge Police Department should initiate

the following actions to assist them in coordinating their efforts:

Action 1: Notify Town of Stockbridge Fire Department

Designated Person: Louis Peyron Phone No. (413) 298-3242

Once notified, fire department personnel will assist police department personnel in evacuating

affected residents to safe places and providing necessary shelters and food.

Action 2: Notify Town of Stockbridge Highway Department

Designated Person: Clint Schneyer Phone No. (413) 298-5506

Once notified, Stockbridge highway department personnel will place barricades on roads leading to

the inundated areas.

Action 3: Notify Potentially Affected Downstream Residents in Town of Stockbridge

Police department personnel will contact the potentially affected downstream residents in the Town of Stockbridge listed in Appendix D, and will issue appropriate instructions regarding evacuation and temporary shelters.



B. Condition B - Potential Failure Situation Is Developing

in the event that a potentially hazardous situation is developing at Woods Pond Dam, GE personnel

shall initiate notification procedures according to the flowchart shown in Exhibit 6. The positions

and sequence of notification for the flowchart are explained below.

Observer

In the event that a potential failure situation is developing at the dam site, the Observer shall

immediately notify the following GE contacts:

General Electric

Primary Contact:

John Novotny, Facility Manager Phone No. (413)494-3177 Home Phone No. (413) 637-8967 Pager No. (413)261-1758

Secondary Contact: Kevin Mooney, Alternate Facility Manager Phone No. (413) 494-4391

Home Phone No.(414) 447-9362 Pager No. (413)292-8239

Once aware of a potential failure situation at the dam, the Facility Manager shall send a team to the dam site to mitigate the situation. The following actions shall be initiated:

Action 1: Notify GE Response Contractor

The following contractors have been pre-selected by GE to assist in response actions under

this EAP:

LB Corporation

Designated Person:

Thomas R. Garrity Phone No. (413)243-1072

LB Corporation Cell No. (413)441-9317



Alternate Contacts:

Thomas M. Garrity Phone No. (413)243-1072

LB Corporation Pager No. (413)290-4000

Steve Garrity Phone No. (413)243-1072 LB Corporation Pager No. (413)290-4003

Maxymillian Technologies

Designated Person: John Anthony Phone No. (413)499-3050 Maxymillian Technologies Inc.

After hours this same number will reach an automated service, which will alert an operator, who will then call the appropriate contact person.

Action 2: Notify Berkshire County Sheriff Communication Center

Designated Person: Desk Officer/Dispatcher Phone No. (413)442-0512

Alternate Contact: Desk Officer/Dispatcher Phone No. (413)445-4559

(Berkshire County Sheriff Communication Center handles the 911 calls for Lenox and

Stockbridge. Calling the listed telephone numbers is equivalent to calling 911 in Lenox or Stockbridge)

Updated April 2004 V-ll


Action 3: Notify Town of Lenox Police Department

Designated Person: Tim Face Phone No. (413) 637-2346

Alternate Contact: Tony Salvatore Phone No. (413) 499-7357

Action 4: Notify Town of Lee Police Department (same as 911 for Lee)

Designated Person: Ronald Glidden Phone No. (413) 243-2100


(Lee Police department handles the 911 calls for Lee. Calling the listed telephone numbers is equivalent to calling 911 in Lee)

Action 5: Notify Town of Stockbridge Police Department

Designated Person: Richard Wilcox Phone No. (413) 298-5520


Action 6: Notify Massachusetts Department of Environmental Protection (DEP)

Designated Person:

Spill Emergency Number (Toll Free) Phone No. (888) 304-1133

Alternate Contact: Spill Emergency Number Phone No. (617) 556-1133



Action 7: Notify Massachusetts State Police (Rte. 20, Lee)

Designated Person:

Desk Officer Phone No. (413) 243-0600

Alternate Contact:

Troop B Duty Officer

Northampton, MA Phone No. (413) 587-5517

Action 8: Notify Department of Conservation and Recreation, Division of State Parks and Recreation

Designated Person: R. David Clark Phone No. (508) 792-7716 ext. 115

Alternate Contact:

R. David Clark Cell Phone No. (617) 947-6192

Action 9: Notify Massachusetts Emergency Management Agency

Designated Person: Patrick Carnevale, Director Phone No. (413) 323-6306

Action 10: Notify Regulatory Contacts under Consent Decree (as appropriate for Condition B)

U.S. Environmental Protection Agency:

Designated Person: Susan Svirsky Phone No. (617) 918-1434

Alternate Contact:

EPA New England Emergency

Response Section Phone No. (617) 918-1260



Massachusetts Department of Environmental Protection:

Designated Person:

Susan Steenstrup Phone No. 413-755-2264

Alternate Contact:

Anna Symington Phone No. 413-755-2220

Connecticut Department of Environmental Protection

Designated Contact: Oil & Chemical Spill Response Division Phone No. 860-424-3338

While in contact with the above agencies, the Facility Manager will advise them to be on alert and wait for a second call on further developments at the dam site. The Facility Manager will continue to monitor the situation and inform the agencies as needed. Once notified by the Facility Manager, the respective agencies will come up with a plan for emergency operations. The agencies will also

maintain contact with the Facility Manager.

Town of Lenox Police Department

Once notified by the Facility Manager, the Town of Lenox Police Department should initiate the


Action 1: Notify Town of Lenox Fire Department

Designated Person: Dan Clifford Phone No. (413) 637-2347

Alternate Contact:

Dan Clifford Phone No. (413) 499-7357

Once notified, fire department personnel will assist police department personnel in evacuating the

residents to safe places and providing necessary shelters and food.



Action 2: Notify Town of Lenox Department of Public Works (DPW)

Designated Person:

Jeff Vincent Phone No. (413) 637-5525

Alternate Contact:

R. Scott Jarvis Phone No. (413) 637-5520

Once notified, Lenox DPW personnel will place barricades on roads leading to the inundated areas.

Action 3: Notify Potentially Affected Downstream Residents in Town of Lenox

Police department personnel will contact the potentially affected downstream residents in the Town of Lenox listed in Appendix D, and will issue appropriate instructions regarding evacuation and temporary shelters.

Town of Lee Police Department

Once notified by the Facility Manager, the Town of Lee Police Department should initiate the following actions to assist them in coordinating their efforts.

Action 1: Notify Town of Lee Fire Department

Designated Person: Ron Driscoll Phone No. (413) 243-2100


Action 2: Notify Town of Lee Department of Public Works (DPW)

Designated Person:

Mike Towler Phone No. (413) 243-5526

Alternate Contact: Mike Towler Phone No. (413) 243-2100

Once notified, Lee DPW personnel will place barricades on roads leading to the inundated areas.



Action 3: Notify Potentially Affected Downstream Residents in Town of Lee


of Lee listed in Appendix D, and will issue appropriate instructions regarding evacuation and

temporary shelters.

Town of Stockbridge Police Department

Once notified by the Facility Manager, the Town of Stockbridge Police Department should initiate

the following actions to assist them in coordinating their efforts.

Action 1: Notify Town of Stockbridge Fire Department

Designated Person: Louis Peyron Phone No. (413) 243-3242


Action 2: Notify Town of Stockbridge Highway Department

Designated Person:

Clint Schneyer Phone No. (413) 298-5506

Once notified, Stockbridge highway department personnel will place barricades on roads leading to the inundated areas.

Action 3: Notify Potentially Affected Downstream Residents in Town of Stockbridge


of Stockbridge listed in Appendix D, and will issue appropriate instructions regarding evacuation

and temporary shelters.



VI. GENERAL RESPONSIBILITIES UNDER THE EAP

Failure of Woods Pond Dam would present a potential hazard to downstream areas. Areas of

concern at the project include a few houses located near the gravel pit and sewage disposal plant.

Numerous downstream roads and houses, primarily in the flood plains and close to the banks of the

river, would be flooded. Refer to the inundation map, Exhibit 3.

Once an emergency condition is identified, it is important to the success of the EAP that responsible

personnel respond immediately. Specific responsibilities of the persons or organizations for the maintenance and operation of the dam and implementing various phases of the plan are discussed below.

A. General Electric Responsibilities

GE has a plant in Pittsfield, Massachusetts, located approximately 12 miles upstream from the dam. A member of GE's Corporate Environmental Programs (CEP) staff from that plant, or a contractor designated by GE, will perform a routine visit to the dam site and its appurtenant structures at least monthly (or more frequently as warranted by weather, river levels, or other conditions). This person will be the "Observer," as defined in Section V ("Notification Flowcharts and Contact Numbers") in case of an occurrence at the dam. The person will carry a two-way radio and/or telephone and/or pager, and will be properly equipped to perform a watch during night and severe weather.

In addition, the Facility Manager or the designated contractor will conduct an inspection of the dam and its appurtenant structures at least quarterly to identify any changes in site conditions that might indicate a problem for the dam. (This inspection will be combined with one of the monthly site visits described above.). GE will provide a report on each such quarterly inspection to the Lead

Administrative Trustee (LAT) designated under Paragraph 113 of the Consent Decree.

GE will also arrange for a licensed professional engineer to conduct an assessment, at least once every two years, of the structural integrity of Woods Pond Dam, and to provide to GE a report on

that assessment and any recommendations of measures necessary to maintain dam integrity. GE

will provide a copy of each such report to the LAT.

The GE Facility Manager will have the authority to declare an emergency at Woods Pond Dam or to

change the degree of severity of an existing occurrence.

Upon receiving information of a threatening situation at Woods Pond Dam from the Observer (or

from other sources), it will be the primary responsibility of the Facility Manager to direct the

Updated April 2004 VI-1

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Woods Pond Dam EAP Appendix B

APPENDIX B

INVESTIGATION OF POTENTIAL FLOOD LIMITS

Areas and streams downstream from Woods Pond Dam (Valley Mill Dam) that would most likely

be inundated in case of a failure of the dam have been identified.

A dam break study was not performed for Woods Pond Dam because it was not needed as per

requirements of the DCR. The stream affected due to a failure would be the Housatonic River.

There would be some backwater effect on small tributaries joining the Housatonic River (from

upstream to downstream: a small unnamed stream, Washington Mountain Brook, Codding Brook,

small unnamed stream, Goose Pond Brook and Hop Brook). Further downstream, the backwater

effect on the tributaries might not be significant. Exhibit 3 shows a portion of the Housatonic River

and tributaries downstream from the dam.

Although the DCR does not require a dam failure inundation map for "significant" hazard (Class II)

dams, the identification of roads and residences likely to be affected due to a failure of Woods Pond Dam was considered necessary for warning purposes. This required some approximation of

inundation boundaries along the Housatonic River. To draw these inundation boundaries, guidance

was obtained from two previous reports. First was the dam break analysis made by U.S. Army

Corps of Engineers, Omaha District (COE), presented in the Woods Pond Dam Phase 1 Inspection

Report, Lee and Lenox, Massachusetts, September 1987. The second report was the Flood

Insurance Study for the town of Lee, Massachusetts, Berkshire County, Community No 250028, December 1981 by the Federal Emergency Management Agency (FEMA).

A hypothetical failure of Woods Pond Dam could occur either on a sunny day or during a flood. For

failure under the sunny day condition, COE assumed the failure to occur at a reservoir elevation of

952.7 ft, 4.4 ft above the spillway crest. Failure under this condition resulted in a maximum outflow

of about 11,200 cfs and a water surface elevation of about 948.2 feet at a distance of 0.5 mile

downstream from the dam. The FEMA study indicated a 100-year flood of about 11,700 cfs and a

500-year flood of about 16,300 cfs.

Updated April 2004 B-l

Woods Pond Dam EAP Appendix C

APPENDIX C

PLANS FOR TRAINING, UPDATING, AND POSTING THE EAP

Training

The Facility Manager will conduct a biennial in-house EAP training session. In that session, the

Facility Manager will present detailed instructions, as noted earlier in the plan, to GE personnel to follow during a dam failure emergency. The instruction will include description of the chain of

command. Technical personnel will be trained in problem detection and evaluation and appropriate remedial measures. Training may include testing the training and readiness of key personnel

responsible for action during an emergency to determine that they know the required procedures and actions. A statement on the training session will be included in the annual review of the EAP review if a training session occurred during the previous year. The statement will include date of session, attendance list, and summary of topics discussed. The annual review of the EAP will include any plan revisions indicated by the outcome of the training.

Updating

GE will annually review and update the EAP in accordance with DCR Regulations. Updates will reflect changes in names, titles, and phone numbers of people with responsibility to take action during a dam emergency.

Review will identify any new developments or other changes upstream or downstream which might necessitate revising the EAP. If there is such a change, GE will promptly inform DCR, determine in consultation with agencies and others whether revision is necessary, and distribute any resulting

revisions.

All updates and revisions will be immediately furnished to DCR (three copies) and all other EAP

holders (two copies) to keep the plan workable. Revised pages will be marked "Revised

mo/day/yr," and revised material will be highlighted.

Updated April 2004 C-l

Woods Pond Dam HAP Appendix C

Posting and Distribution of the Notification Flowchart

A copy of the notification flowcharts will be posted prominently, near a phone or radio transmitter,

in the office of all personnel identified as callers on the charts. Copies of this EAP will be

distributed to the personnel for office and home posting as given in the following table:

WOODS POND DAM EMERGENCY ACTION PLAN

DISTRIBUTION LIST

1. Massachusetts Department of Conservation and Recreation, Division of State Parks and Recreation - Office of Dam Safety

2. Massachusetts Emergency Management Agency

3. GE Facility Manager

4. GE's Designated Contractors

5. Berkshire County Communications Center

6. Town of Lenox Police Department

7. Town of Lenox Fire Department

8. Town of Lenox DPW

9. Town of Lee Police Department

10. Town of Lee Fire Department

11. Town of Lee DPW

12. Town of Stockbridge Police Department

13. Town of Stockbridge Fire Department

14. Town of Stockbridge Highway Department

15. Massachusetts State Police

16. Massachusetts Department of Environmental Protection

17. U.S. Environmental Protection Agency

18. Connecticut Department of Environmental Protection

Updated April 2004 C-2

Woods Pond Dam EAP AppendixC

WOODS POND DAM EMERGENCY ACTION PLAN

DISTRIBUTION LIST

1) MA Department of Conservation and Recreation Division of State Parks and Recreation R. David Clark, Chief of Dam Safety Office of Dam Safety 131 BarnumRoad#3701 Devens, MA 01432 Tel: (508) 792-7716x115

2) Massachusetts Emergency Management Agency: Patrick Carnevale, Director Massachusetts Emergency Management Agency Area III POBox 1190 Belchertown, MA 01007 Tel: (413) 323-6306

3) GE Facility Manager: John F. Novonty General Electric Company 100 Woodlawn Avenue Pittsfield, MA 01201 Tel: (413) 494-3177

4) GE's Designated Contractors: John Anthony Maxymillian Technologies Inc. 1801 East Street Pittsfield, MA 01201 Tel: (413) 499-3050

Thomas R. Garrity LB Corporation 95 Marble Street Lee, MA 01238 Tel: (413) 243-1072


Woods Pond Dam EAP Appendix C

16) Massachusetts Department of Environmental Protection Susan Steenstrup Department of Environmental Protection 436 Dwight Street Springfield, MA 01103 Tel: (413) 755-2264

17) U.S. Environmental Protection Agency Susan Svirsky U.S. Environmental Protection Agency One Congress Street, Suite 1100 Boston, MA 02214-2023 Tel: (617) 918-1434

18) Connecticut Department of Environmental Protection Susan Peterson Department of Environmental Protection 79 Elm Street Hartford, CT 06106 Tel: (860) 424-3854


Woods Pond Dam EAP Appendix D

APPENDIX D

LIST OF POTENTIALLY AFFECTED DOWNSTREAM RESIDENTS

Updated April 2004 D-l

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