BRIAN E. CALABRESE ATTORNEY AT LAW P.O. BOX 1791 CHARLESTON, WV 25326 ROBINSON &McELWEE CHARLESTON OFFICE (304) 344-5800 DRECT DIAL: (304) 347-8344 FACSIMILE (304) 344-9566 E-MAR: beehrm1aw.com attorneys at law June 10,2015 BY HAND DELIVERY Ms. Ingrid Fenell Executive Secretary West Virginia Public Service Commission 201 Brooks Street Charleston, WV 25301 Re: Appalachian Power Company Case No. 15-0722-E-P Dear Ms. Ferrell: I file on behalf of Appalachian Power Company (“APCo”) the original and twelve (12) copies of the Response of Appalachian Power Company to Questions Identified in the May 29,2015 Order of the Commission for filing in the above-referenced matter. Please note that this filing discusses on pages 3-4 a time sensitive matter regarding certain permits. APCo respectfullv remests that the Commission issue an order addressing this issue bv June 30,2015. Very truly yours, &#A&M404q- Brian E. Calabrese (W.Va. State Bar #12028) Counsel for Appalachian Power Company BEC:tlw Enclosure cc: Service List (R1024610. I } / PUBLIC SERVICE COMMISSION OF WEST VIRGINIA CHARLEST0N CASE NO. 15-0722-E-P APPALACHIAN POWER COMPANY, a public utility. Staff Petition Regarding the Closure of Appalachian Power Company Electric Generating Units. RESPONSE OF APPALACHIAN POWER COMPANY TO QUESTIONS IDENTIFIED IN THE MAY 29.2015 ORDER OF THE COMMISSION COMES NOW Appalachian Power Company (“APCo” or the “Company”) and respectfully files this Response to the questions identified in the Commission’s May 29, 2015 Order in the above referenced proceeding. Background On May 8, 201 5, the Staff of the Commission (the “Staff”) filed a Petition requesting that the Commission initiate a new proceeding and direct APCo to file information sufficient for the Commission to evaluate the factors that APCo regarded as justifying a planned deactivation or retirement of certain generating units, which are referred to herein as the “Disposition Units,”’ the options considered, and the impact to customers. See Staff Petition at 4. Further, the Staff requested that the Commission “direct APCo to not take any action with regards to the plants that are scheduled to be closed that would render them permanently inoperable.” Id. at 5. On May 13, 2015, APCo filed a Motion to Dismiss the Staffs Petition. The Staff responded on May 15,2015, and APCo replied on May 18,2015. I The Disposition Units consist of Units 5 & 6 of the Glen Lyn Plant, Units 1 & 2 of the Kanawha River Plant, Units 1 & 3 of the Sporn Plant, and Unit 3 of the Clinch River Plant. On May 29,2015, the Commission issued an Order (the “May 29, 2015 Order”) in which it, without ruling on APCo’s Motion, directed APCo not to take any irreversible action that would prevent reopening of the Disposition Units or alternative uses of the plant sites as noncoal generation sites until further Order of the Commission.” Commission Order, Case No. 150722-E-P (May 29, 20 15) at 4. The Commission further directed APCo file a response to seven questions by June 10,2015. Response to the May 29,2015 Order APCo has reviewed the May 29,2015 Order and provides below responses to the specific questions set forth in that Order and certain other information that APCo deems relevant. Please note that much of the information responsive to the Commission’s questions is provided in exhibits, which are identified below. As discussed further below, APCo notes that there are ongoing decommissioning activities at several of the Disposition Units, and that there are state and federal requirements that govern actions, such as maintaining operating permits and the disposition of certain hazardous materials, that APCo must take in the near term. While none of these actions is irreversible” within the meaning of the Commission’s May 29, 2015 Order, these actions would materially impact any future operation and/or alternative uses of the Disposition Units as generating facilities, if such future operation or alternative use is even physically, economically, and legally possible. Regardless of any actions to maintain the permits referred to, the age and condition of the Disposition Units, along with current environmental regulations, for all practical purposes, have foreclosed the ability of these units to be reopened cost effectively as coal or non-coal . generating facilities. 2 In particular, APCo notes, and explains firther below, that it will have to make a decision by June 30, 2015 regarding whether to maintain certain operating permits. APCo resuectfully requests that the Commission issue an Order bv June 30,2015 addressing this uermit issue. 1. Please describe the intended disposition, and a timeline for that disposition, of each of the Disposition Units. Specijkally, whether the Disposition Unit is to be sold, retired, retired but maintained as a possible back-up or emergency coalfired plant, retrojtted to burn natural gas, retrofitted to produce electricity by some other method, dismantled (in whole or in part), or some other disposition. As of June 1, 2015, all of the Disposition Units have been retired. In Case No. 14-1152E-42T, Company witness Jeffrey D. LaFleur testified that the Disposition Units were to he retired by June 1, 2015. Company Exh. JDL-D in Case No. 14-1152-E-42T at 7. None of the Disposition Units is being maintained as a “possible back-up” or “emergency coal-fired plant” because the Disposition Units are not able to operate in compliance with the Mercury and Air Toxics Standards (the “MATS Rule”). None of the Disposition Units is being retrofitted to bum natural gas or to produce electricity by some other method. There are no plans to mothball any of the Disposition Units. Almost all of the operating employees of the Disposition Units have been reassigned or have retired or taken severance. APCo discusses the prospects of selling and dismantling the Disposition Units below. APCo is currently taking action to ensure compliance with environmental requirements applicable to the Disposition Units. Among other things, APCo is removing TransformerRectifier sets that contain PCBs, closing ash disposal facilities, removing other hazardous wastes and regulated materials, emptying and closing regulated tanks, and preparing to relinquish certain operating permits? None of these actions is irreversible within the meaning of the Commission’s May 29, 2015 Order. ~~ Certain of these actions, such as removing ~~ 2 See, e.g., 40 CFR 761.65(~)(1) (limiting storage of PCB items removed &om service to 30 days); 40 CFR 262.34(a) (limiting accumulation of hazardous wastes on site to less than 90 days); 45 CSR30-8.1.b (relating to fees for Title V facilities); 9 VA. ADMIN.CODE8 20-81-370. 3 Transformer/Rectifier sets that contain PCBs, must be completed by June 30, 2015, pursuant to the applicable regulations. In addition, APCo will need to decide whether to maintain operating authorization for the units at the Spom and Kanawha River plants pursuant to the federally approved operating air permit program for the period commencing July 1,2015. Operating authorization would not be necessary if the units are not operated in the future. Maintaining this authorization for both plants would require APCo to pay to the West Virginia Department of Environmental Protection annual fees estimated to be approximately $618,000.3 APCo respectfully requests that, if the Commission believes that this authorization should be maintained, the Commission issue an appropriate order and authorize APCo to defer into a West Virginia regulatory asset account the entire expense associated with maintaining these permits. APCo resueetfullv reauests that the Commission issue sueh an order bv June 30.2015. APCo does not have a current timeline for the demolition of the Disposition Units. The Company must first work to put the Disposition Units in a safe retirement state, which is referred to as “decommissioning.” In this regard, APCo is required, and has already started, to take certain actions, such as the removal of hazardous wastes and regulated materials, emptying and closure of regulated storage tanks, closure of ash disposal facilities, and other similar activities to assure the proper management of these matters. After the Disposition Units are decommissioned. APCo will determine the most effective and cost-efficient timeline for pursuing the dismantling, salvage, and demolition of the Disposition Units. Conceptual demolition studies that outline the work necessary to prepare to and demolish the Disposition Units were provided in the Depreciation Study submitted by APCo and Wheeling Power 3 Approximately $306,000 of this amount is attributable to the Sporn Plant; approximately $312,000 is attributable to the Kanawha River Plant. 4 Company (“WPCo”) in Case No. 14-1151-E-D. The demolition studies related to the Disposition Units are provided as Exhibit A to this Response. APCo is also engaged in activities to assess interest in the Disposition Unit sites for possible redevelopment or for sale. Subject to any sale or redevelopment opportunities, the Company will proceed to deal with the Disposition Units in the most cost effective manner in compliance with law and applicable governmental regulations. 2. Provide a copy of any notice that was sent to PJM regarding the Disposition Units. Please note whether that notice included an indication of the specijc ultimate disposition of the Disposition Units. The Retirement Notification for American Electric Power Units sent to the PJM Interconnection, L.L.C. (“PJM) for the retirement of the Disposition Units is provided as Exhibit B to this Response. As indicated in the notice, the intended disposition was retirement, which has now occurred. Please note that this notice also addresses generating units of other American Electric Power Company, Inc. (“AEP”) companies. 3. Has PJM issued its Reliability Status Report regarding reliability impacts if the Disposition Units are closed? Provide a copy of the Status Reports and any replies or intermediate correspondence between APCo and PJM regarding the reliability impact. Further, please indicate (i)whether required upgrades discussed by PJM, if any, would be made by APCo. or some other PJM Transmission owner, (ii) the cost of the upgrades in total, the annual PJM revenue requirement and the annual revenue requirements, for APCo customers, and (iii) whether the cost ofthe necessary transmission upgrades across the PJM system was factored into the cost analyses regarding closing the plants. Provided as Exhibit C to this Response is a copy of a PJM table posted May 13, 201 5 . This table shows the PJM Reliability Status of the retirements of the Disposition Units as of May 13, 2015, which was prior to their retirement. The PJM table notes that all unit specific reliability upgrades were scheduled to be completed by June 2015. The PJM website is currently 5 being updated to reflect the retirement of the Disposition Units and other generating units in PJM. Provided as Exhibit D to this Response is a table prepared by AEP entitled “Generation Retirements - Transmission Mitigation Projects.” This table shows the costs of the upgrades attributable to the retirement of the Disposition Units and other non-APCo units in PJM. AEP has not determined a revenue requirement for these projects. These transmission projects were undertaken by APCo and/or AEP West Virginia \ Transmission Company, Inc. The cost of the transmission projects across the PJM system was not known-and could not have been known-at the time decisions were made to retire the Disposition Units and other non-APCo generating units in PJM. 4. Provide a schedule showing the gross plant balances associated with each Disposition Unit and the related accumulated reserve for depreciation and deferred income taxes. Summarize and explain the accounting entries that would be made ifthe plants are retired as proposed by APCo. Please see Exhibit E and Exhibit F for schedules showing this information. 5. Has there been any consideration of converting any of the Generation Units to alternative fuels? Please explain this answer. Explain if the feasibility of conversion to natural gas or other fuel sources was part of the initial decision making process before announcing retirement of the plants. If it was not, please explain whyfuel conversion was not considered at that time? Yes. APCo considered the possibility of converting Disposition Units to use natural gas, rather than coal, as fuel. The feasibility of conversion to natural gas or other fuel sources was part of the initial decision-making process before it was decided to retire the Disposition Units. As Company witness John F. Torpey testified in Case No. 13-0764-E-CN: The [American Electric Power Service Corporation] Fuel, Emissions and Logistics (“FEY) group evaluated providing natural gas to each of APCo’s subcritical unit sites. They considered the pipeline infrastructure requirements, gas transportation and service costs, the availability of gas supply and basis 6 differentials. As a result of this evaluation, APCo and FEL determined that the Clinch River site was best suited for future consideration for gas-fired generation. Company Exh. JFT-D at 7, Case No. 13-0764-E-CN. In addition to the cost advantages resulting from the availability of natural gas and nearby infrastructure for its delivery, a number of other features made Clinch River Units 1&2 a better option for gas conversion than any of the Disposition Units. The generating units at the Clinch River Plant are newer than the Disposition Units at other plants. Accordingly, they are in relatively better condition, particularly when compared to a unit such as Glen Lyn Unit 5, which was approaching seventy (70) years of age when it was retired. The units at the Clinch River Pl‘mt are also more efficient than the Disposition Units at other plants; the Clinch River units being converted to natural gas will be less expensive to operate from a heat rate perspective than any Disposition Units at other plants if they were converted to natural gas. Further, the generating units at the Clinch River Plant are equipped with cooling towers, unlike the Disposition Units at other plants. These existing cooling towers limited Clinch River’s exposure to the requirements of the then-future rulemaking under Section 3 16(b) of the Clean Water Act, and reduced APCo’s risk of incurring costs not directly associated with the gas conversion project. Even with these features, Clinch River Units 1&2 are not expected to have useful lives in excess of ten (10) years. 6. Describe the construction work that would be required and provide the estimated time period that each unit would be out ofservice if expenditures were to be made to allow such plant site to operate (i) as a coalfiredplant or (ii) as an alternative fuel source generation plant. Major construction work would be needed to allow any Disposition Unit to operate as a coal-fired plant or as an alternative fuel source generation plant. Since 2011, when the Disposition Units were planned to be retired, the Disposition units were maintained and operated 7 under the assumption that they would be retired in 2015. Capital spending decisions at the Disposition Units have been evaluated for years based on the limited remaining useful lives of these units, as Company witness LaFleur testified in Case No. 14-1 152-E-42T. See Company Exhibit JDL-D at 13, Case No. 14-1152-E-42T. Accordingly, significant investment in existing plant systems and equipment would be needed to ensure reliable operation. Further, as discussed below, compliance with environmental and other regulations would add to the magnitude of construction work that would be needed to allow any Disposition Unit to operate as a coal-fired plant or as an alternative fuel source generation plant. Coal-Fired Operation The construction work needed to operate any of the Disposition Units as a coal-fired plant would require any such units to be out of service for many years. Compliance with the MATS Rules would require significant construction work. It might be possible for Disposition Units to meet the requirements of the MATS Rule by constructing Selective Catalytic Reduction (“SCR”) and Flue Gas Desulfurization (“FGD) systems4 SCR systems could take approximately three (3) years to design and install, whereas FGD systems could require up to five (5) years to design and install. The installation of SCR and FGD systems would require installation of material handling systems, wastewater treatment systems, Absorber vessels, new ductwork, new stack exhausts, and numerous other systems. APCo has not undertaken any design work for SCR or FGD systems for the Disposition Units because the costs were deemed to be prohibitive, in light of the age and condition of the units. Because of 4 While Dly Sorbent Injection (“DSI”) systems have been used for comparable environmental compliance at certain coal-fued generating facilities that bum predominately Powder River Basin coal, these systems are not viable options for the Disposition Units. The Disposition Units would likely require the addition o f baghouses, which add to the cost and complexity of a DSI installation, making it a less-advantageous option. Second, the experience of the Company’s affiliates with DSI is based on units that consume a high percentage of coal from the Powder River Basin,which is characterized by very low sulfur and halogens (such as chlorine). The fact that the Disposition Units are designed to burn coals that have higher sulfur and halogens make a DSI retrofit less likely to succeed. 8 the time for the construction of such systems, any Disposition Units at which it was decided to construct these systems could not be returned to service for a minimum of approximately five ( 5 ) years from the date such construction projects were begun. In addition to the construction activities that would need to be performed for compliance with the MATS Rule, further construction work would likely be required to meet other environmental requirements. Improvements might be required for water intake structures at the plants to meet the requirements of Section 316(b) of the Clean Water Act, finalized in 2014, to mitigate the impact on aquatic organisms. Improvements to the units might also be required to meet the requirements of the Coal Combustion Residuals Rule (“CCR Rule”) finalized in April 2015, and the Effluent Limitation Guidelines (“ELG Rule”), expected to be finalized in September 2015. These rules could require measures such as conversion to dry ash handling systems, construction of new landfills, and/or installation of additional wastewater treatment systems. To permit for, and make, such changes would he a substantial undertaking, which would require a number of years to complete. Other requirements which could require additional construction work in the event that steps were taken to retrofit any of the Disposition Units to resume coal-fired operations include the implementation of the one-hour ambient air quality standard for sulfur dioxide, the proposed lower ambient air quality standard for ozone, and the EPA’s proposed Clean Power Plan. Because the federal rulemakings andor state plan development process for these rules has not yet been completed, it is not possible to estimate the nature or cost of such additional construction work. 9 Alternative Fuel Source Operation In Case No. 13-0764-E-CN, Company witness Walton presented a construction schedule for the conversion to natural gas of Clinch River Units 1 and 2 (which is provided as Exhibit G to this Response). He indicated that this construction schedule would be generally applicable to any comparable projects at other Disposition Units. If a comparable conversion project were undertaken at any Disposition Units, it would take at least two and a half (2.5) years to complete the construction work associated with such a project. Detailed design development, permitting, and securing an adequate supply of and constructing pipeline capacity for natural gas deliveries to the units could extend this schedule significantly. Other Factors Given the magnitude of this construction work, evolving environmental regulations, permitting, and other factors, it is possible that any conversion project may require significantly different work andor significantly more time than currently anticipated. In addition, APCo might need to seek regulatory approval from the Virginia State Corporation Commission for any construction project discussed above. Costs The Commission has not asked any specific questions about the costs associated with the various actions about which it has inquired. APCo regards cost considerations to be highly relevant. They played a significant role in APCo’s analysis of the most prudent and costeffective course to pursue in complying with the MATS Rule. The Company has not performed any detailed cost estimates because the order of magnitude of the costs was so tremendous that APCo deemed it imprudent, given the age and condition of the Disposition Units, to have its customers bear such costs, particularly over the comparatively short anticipated lives of any of IO It may he helpful, however, to provide a the conversion or retrofit projects discussed rough idea of the order of magnitude of the costs of the measures discussed above. In Case No. 13-0764-E-CN, Company witness Torpey testified about the cost, on a kW basis, of adding environmental controls to the Disposition Units as an alternative to converting Clinch River Units 1&2 to use natural gas as fuel. APCo looked at three alternatives for Kanawha River Units 1 and 2 and Sporn Units 1 and 3 and concluded that retrofitting these units with environmental controls was not economical. Specifically, for the Kanawha River units, which are of a similar design to the Clinch River units, two options were considered that would allow the units to operate for an additional ten years. These options ranged in cost from $914kW to $2,407kW. Another option was considered that would have extended the Kanawha River units’ lives for five years, and this was estimated to cost $486/kW. These initial capital costs are significantly greater than the Clinch River gas conversion cost of $134kW, so they were not subjected to further evaluation. Company Exh. JFT-D at 6-7, Case No. 13-0764-E-CN. To put these costs in perspective, the estimated cost of a new combined cycle gas fired plant is approximately $lOOOkW and comes with the added benefits of a thirty-year life span, greater efficiency, and the ability to provide both capacity and base load energy. In addition, it should also be noted that installation of SCR and FGD systems on any Disposition Units would he proportionally more expensive (on a dollars per kilowatt installed basis) than was the installation of SCR and FGD systems on APCo’s supercritical units (Amos Units 1, 2, and 3 and Mountaineer). Although the Disposition Units are smaller, much of the same equipment would need to he installed at a Disposition Unit. Also, since these generating units are older, their designs are less accommodating to the addition of new equipment. For instance, when APCo installed an FGD system at Mountaineer, there was ample property on which to construct the equipment because Mountaineer was constructed at a time when future equipment additions were not unanticipated. By contrast, the Glen Lyn Plant 5 The Companies’ engineers do not regard any such projects as having useful lives in excess of ten (10) years. 11 has very little spare real estate surrounding the generating units. Equipment for SCR or FGD systems would require more civil engineering, would fit in a tighter space, and would be relatively more expensive when compared to a larger system installed on a newer unit. 7. Explain whether, and how, the deactivation process and site work would be different if one or more of the Disposition Units were determined to be an economically viable candidate for non-coal-jiuel generation. As a preliminary matter, APCo responds to this question under the assumption that by “deactivation,” the Commission is referring to decommissioning activities. If a Disposition Unit is to be converted to use natural gas as fuel, conversion processes would be undertaken. These conversion processes could include refurbishment of necessary equipment, retirement of coal-specific assets, restoration of staffing to needed levels, the addition of capital equipment necessary to allow the generating unit to use natural gas to generate electricity, and maintenance of existing permits. These processes would be comparable to the processes undertaken at Clinch River Units 1&2, which are presently in the process of being converted to use natural gas rather than coal as fuel. Conclusion APCo trusts that the information that it has provided is responsive to the Commission’s May 29, 2015 Order. As noted above, APCo is subject to various legal and regulatory requirements with which it must comply and which necessitated the retirement of the Disposition Units and now require the performance of post-retirement activities at the Disposition Units. Having provided the foregoing responses to the Commission’s questions, APCo respectfully requests that the Commission issue an Order determining that the issues in this case have been resolved and closing this case. 12 Respecthlly submitted, APPALACHIAN POWER COMPANY By Counsel c: william c. Porth -0 4 (WV State Bar I.D. No. 2943) Brian E. Calabrese (WV State BU I.D. No. 12028) Robinson & McElwee PLLC P.O. Box 1791 Charleston, West Virginia 25326 James R. Bacha Hector Garcia American Electric Power Service Cow. 1 Riverside Plaza Post Office Box 16631 Columbus, Ohio 4321 5-663 1 Counsel for Appalachian Power Company 13 Exhibit A Page 1 of 67 Clinch River Plant Carbo, Virginia Conceptual Estimate February 4, 2011 Exhibit A Page 2 of 67 American Electric Power Company Clinch River Plant CARBO, VA Dismantling Information February 4,2011 CLINCH RIVER AEP POWER PLANT CONCEPTUAL DEMOLITION PLAN DEFINITIONS: Concrete Debrk Concrete stacks, cooling towers, and floor slabs (estimated 12,760 cubic yards) Construction IDemolition Debris Any soiid waste resulting from the construction, remodeling, repair, or demolition of structures. Such wastes may include, but not limited to; roof material/drywall/ceilingtiles/fiberglass (estimated 12,670 yards) railroad ties (estimated 14,870 ties) Contractor The individual, partnership or corporation with which AEP Company enters into a contract to perform all of the work described in the Specification. Contract A purchase order placed by Purchaser and accepted by Contractor, together with this Specification and all other documents referred to in such purchase order, or a formal contract executed by Purchaser and Contractor, together with this Specification and all other documents referred to in such formal contract. Engineer The Engineer or his authorized representative designated by AEP Company to be assigned to this contract. Fill Material Material to be used to bring area to grade. Greases Any used or unused greases or waste containing grease. Hazardous Waste Hazardous waste as defined in 40 CFR 261.3 or as define' 1 any applia le state regulation. HAZMATs Any hazardous, toxic or regulated substance controlled under RCRA, CERCLA or any other Federal. State, or Local law, statute, regulation or ordinance pertaining to the handling, transportation, or disposal of any controlled substance MSDS DismantlingConceptual Specification Page I Exhibit A Page 3 of 67 Material Safety Data Sheet Non-Ferrous Scrap All non-ferrous scrap such as copper or brass (estimated 41 1,075 Ibs). Oils (estimated 40,000 gallons) Any used or unused hydraulic, lubrication, rolling, waste or other such oil or oily waste. OSHA Occupational Safety and Health Act and amendments thereto. PCBS Polychlorinated By-phenols (plant personnel verified that there are no PCB's present at the site) Process Materials Any raw materials, blended raw materials, recyclable process generated dusts (such as flue dust), fly ash, ash slurry and etc. SCR Unit Selective Catalytic Reduction Unit Scrap Ferrous (estimated 14,919 tons) All ferrous scrap designated by the Engineer to be suitable for melting at a steel processing plant. Structural Removal As in the Specification, shall mean all work of every nature described herein, implied herein, or necessary to complete the work described or implied herein. AEP Company American Electric Power Company Dismantling Conceptual Specification Page 2 Exhibit A Page 4 of 67 American Electric Power Company Clinch River Plant CARBO, VA Information Sheets Dismantling Information February 4,2011 CLINCH RIVER PLANT 1. GENERAL SCOPE OF WORK 1.1. The work to be performed under the terms of this specification shall consist of the dismantling and removal of all facilities, machinery, equipment, all associated structures, foundations, debris, hazardous substances and hazardous waste as directed by the Engineer. Upon completion each dismantling site shall be left in a neat, clean, safe condition. 1.2. Work under this specification shall be performed in accordancewith the terms and conditions of the Contract, entered into between AEP Company and the Contractor, and in accordance with all EPA, OSHA, Federal, State, County, and Local laws, statutes, ordinances, and regulations. 1.3. The Contractor shall perform all utility disconnection and/or relocation work which is necessary to complete the proposed dismantling and removal work, without disrupting active utilities. 1.4. The Contractor shall perform all excavation, backfilling, construction and closure work which is necessary to complete the proposed dismantling work. 1.5. The Contractor shall provide all labor, materials, equipment, services and pay ail necessary taxes, in addition to securing all required permits, to perform the dismantling. 1.6. The Contractor is responsibleto clean up and dispose of any and all materials which are generated as a result of a spill caused by the Contractor, or which are generated as a result of the improper handling of any materials by the Contractor. This includes Hazardous Substances, HazardousWaste, Special wastes, Nonprocess Debris, Demolition Debris, and combustible materials. 2. FACILITY DISMANTLEMENTAND RELATED WORK 2.1. Perform the environment abatement of the following: 2.1.1. HAZMAT sweep of structures, tanks and pipe in Unit 1, Unit 2, and Unit 3 Boiler areas 2.1.2. Remove Units 1, 2, and 3 fluorescent light bulbs, PCB ballast, mercury vapor light, HID vapor lights and mercury containing instruments. 2.1.3. Remove office, storage and maintenance building fluorescent light bulbs, PCB ballast, mercury vapor light, HID vapor lights and mercury containing instruments. DismantlingConceptual Specification Page 3 Exhibit A Page 5 of 67 2.1.4. Remove the make-up screen house building fluorescent light bulbs, PCB ballast, mercury vapor light, HID vapor lights and mercury containing instruments. 2.1.5. 2.2. Remove the cooling tower control house building fluorescent bulbs, PCB ballasts, mercury vapor lights, HID vapor lights, and mercury containing instruments. Perform the building dismantling, equipment removal, concrete removal to surrounding grade elevation of the following. 2.2.1. Unit 1 boiler building, turbine generator building, precipitator #I, coal conveyor 2.2.2. Unit 2 boiler building, turbine generator building, precipitator#2. and associated coal conveyors. 2.2.3. Unit 3 boiler building, turbine generator building, precipitator#3, and associated equipment. 2.2.4. #2, I, # 3 #4, and #5 Cooling towers. The Unit # 2.2.5. Two (2) stacks, one (1) measuring 450' tall for Boilers 1 and 2, and the other measuring approximately 4 5 0 tall with a stainless steel liner for boiler 3. 2.2.6. Remove five (5) fuel oil underground storage tanks; 2 with a 10,OO gallon capacity, one (1)with a 1,000 gallon capacity, and two (2) with 25,000 gallon capacities. 2.2.7. The make-up screen house and located east of water cooling tower #1 2.2.8. The railroad track scale, track, and associated ties. 2.2.9. station #I, the 3 6 swing conveyor, station #2. and coal conveyor #3. The coal conveyor #I, 2.2.10. The fuel oil tank and associated appurtenances located on the west of the existing site. 2.2.11, The existing warehouse buildings located to the west of the existing office building. 2.2.12. The Office building located to the west of Boiler Unit # I 2.2.13. The condensate storage tanks and appurtenances. 2.2.14. The fly ash silo located directly north of precipitator #2 2.2.15. The wastewater treatment buildings, tanks, and associated piping. 2.2.16. The clarifiers, ash pump house, and gravity filters located on the north side of the existing site. 2.2.17. The Clinch River Bridge parapet walls, concrete deck, steel beams, and abutments. 2.2.18. The sluice pipes from the boiler area to the bed ash ponds located to the north of the site 2.2.19. The 25,000 gallon used oil storage tank. 3. WORK BY CONTRACTOR The Contractor Shall: 3.1. Furnish all supervision. labor, materials, tools, supplies and equipment necessary to perform the work, including dismantling and removal of all the facilities, equipment, structures, etc. noted herein with the exception of specific structures which are designated in this Specification to remain. 3.2. Furnish on the site, during the performance of the work, an experienced supervisor who shall be duly authorized to represent and act for the Contractor in all matters pertaining to the work covered by this Specification. 3.3. Provide all written instructions, orders, and other communications delivered to the Contractor's construction Dismantling Conceptual Specification Page 4 Exhibit A Page 6 of 67 office shall be considered as having been delivered to the Contractor himself. 3.4 Develop detailed written demolition plans for each area to be dismantled, and submit them to the Engineer for his review prior to the start of work in an area. Such plans shall include, but limited to: 3.4.1. A detailed and complete schedule for the performance of the work. 3.4.2. A survey of each area, identifying all materials to be disposed of other than scrap and equipment 3.4.3. Identificationand protection of demolition areas. 3.4.4. Termination and/or relocation of utilities. 3.4.5. Handling and disposal of hazardous wastes and materials. 3.4.6. Handling and disposal of oils and greases 3.4.7. Handling and disposal of non-hazardousdebris and materials. 3.4.8. Fire prevention and protection. 3.4.9. Handling and storage locations for ferrous and non-ferrous scrap 3.4.10. Method of demolition andlor equipment removal 3.4.1 1. Clean-out, breaking open, and filling of basements, pits, and tunnels 3.4.12. Final grading and restoration of demolition site 3.5 Clear each site of existing equipment, structures, and material designated to be removed. Each site will be left in a neat, clean, safe condition in conformity with all applicable Federal, State, or Local laws, statutes andlor regulations, including but not limited to CAA. OSHA, RCRA, SARA, TSCA, and/or CERCLA. The finished condition of each site will be approved by the Engineer. 3.6. Remove all structures down to final grade except where othewise noted. Final grade will generally be the adjacent grade surrounding the facility to be removed. The removal of concrete 8 debris and grading will be done concurrent with the demolition work. As one area is cleared of structures, the required concrete removal work in that area will be done simultaneouslywith the demolition of structures in the next area of work. If the Contractor breaches the provisions of this section AEP Company reserves the right, in AEP Company's sole opinion, to stop the Contractor from doing further demolition until the concrete and debris removal is current. 3.7. Perform all material removal work in accordance with all applicable Federal. State, andlor Local rules, regulations and/or ordinances, which is necessary to complete the proposed removal work. 3.8. Perform all utility, telecommunicationsand telemetering disconnectionandlor relocation work which is necessary to complete the proposed removal work. 3.9. Prior to beginning demolition of any facility, Contractor shall ascertain that no live utilities remain in the facility and identify and locate all underground utilities. It shall be the Contractor'sexclusive responsibility to determine that all utility systems in each area remain isolated from active utility systems. 3. I O . Perform all excavation, back-filling. and construction which is necessary to complete the proposed dismantling and removal work. 3.11. Remove all debris generated as a result of the proposed removal work. 3.12. Break the floors of all pits, trenches and depressions sufficiently to provide drainage and to prevent the accumulationof water within the underground structure. Dismantling Conceptual Specification Page 5 Exhibit A Page 7 of 67 3.13. Tunnel and basement roof structures which do not support structures designated to remain and which are located less than 3 feet below finish grade elevation will be broken in. Said tunnel excavations will be filled with fill materials approved by the Site Engineer up to finish grade elevation. 3.14. Properly drain and capture all contents of pipelines prior to dismantling any pipelines. 3.15. Empty and shovel clean all pits, sumps, basements, and depressions to the satisfaction of the Engineer. Areas will be inspected by the Site Engineer prior to filling. Any pits. sumps, basements or depressions in contact with a hazardouswaste or PCB shall be decontaminated in accordancewith any applicable Federal andlor State rules andlor regulations. 3.16. Back-fill all pits, sumps, and depressions up to existing grade. Each site shall be rough graded and left in a neat, clean, safe condition. Contractor will use fill material approved by the Engineer. The final six inches of fill shall be other select fill material approved by the Engineer. 3.17. Furnish all fill material in accordance with the Specification. If the work activity generates more fill material than needed, the Contractor shall pay for the transportation and disposal off site. If the work activity is fill negative, the Contractor shali pay for the purchase and transportation of required fill to the site. Such purchased material shall be approved by the Site Engineer. 3.18. Furnish portable sanitary facilities and drinking water for Contractor's personnel in areas of removal. 3.19. Furnish electric power and temporary lighting in those areas of removal where active utilities are not avaiiabie. 3.20. Provide adequate protective barriers for open pits, holes and depressions, as a result of the equipment removal work, until they are properly backfilled. Temporary barricades shall conform to all applicable Federal, State and Local, rules and regulations or standards including, but not limited to OSHA. 3.21 Remove above ground utility support systems such as poles, structural steel towers or guy wires which have been designated to be removed by the Engineer. 3.22. Remove and scrap all tanks, including supporting steel and concrete structures. Prior to removal work Contractor shall remove the contents of each tank, drain each tank and otherwise purge each tank in accordance with all applicable rules or regulations to render them safe for removal. Notify Engineer of any potentially contaminated soils. Remove of these tanks shall conform to all applicable Federal, State, and Local laws, statutes, regulations or ordinances. 3.23 Secure the approval of local Fire Department for the Fire Prevention Plan. Contractor shall meet with representatives of the Fire Department prior to commencement of work on each facility. Prior to the commencement of removal work, Contractor shall inspect all fire hydrants in the work area and shall notify the Engineer of those that are not in good operating condition. 3.24 Provide fire extinguishers and fire hoses as required to immediately control any fires resulting from the work. Implement all fire prevention measures as directed by the Fire Department. Measures required by Fire Department may include, but will not be limited to, the maintenance of pressurized fire hoses at each removal site. 3.25 Attend a safety meeting with AEP Company's representatives prior to starting work in each facility or designed area. 3.26 Furnish all temporary or permanent supports or protective devices which are necessary to preserve active pipes, electrical lines or other structures which AEP Company designates to remain in place. 3.27 Abide by AEP Company Contractor Safety Responsibilities,AEP Company Energy Control-Lockoutand Tryout Rules, as well as all Federal, State, and Local regulations. 3.28 Secure the Engineer's approval prior to using any railroad track or mobile crane movements to or from the Dismantling Conceptual Specification Page 6 Exhibit A Page 8 of 67 dismantling site. 3.29. Schedule rail movements, order all railroad cars and be solely responsible for demurrage charges resulting from the Contractor's operations. 3.30. Where Contractor removes railroad track, the Contractor shall remove all wooden and concrete ties, and load and transport them to an approved disposal site approved by the Engineer. Contractor shall be responsible for the cost of all removal, loading, transportation, and disposal of such mat$rial. 3.31. HAZARDOUSWASTE HANDLING AND DISPOSAL 3.31.l. Contractor shall provide all supervision, labor. consumable materials, tools, equipment, documentation, services and permits required to identify, remove and load any hazardous waste located in, adjacent to or forming a part of the equipment designated for removal. Contractor shall be responsible to perform all in-plant handling of such materials, including, but not limited to removal, loading, and in-plant transportation. Hazardous waste removal work shall include, but is not necessarily limited to, the work described herein. 3.31.2. Contractor is required to secure samples of all materials, which are suspected of being a hazardous waste, located in the areas defined in this Specification. Samples shall be collected in accordance with all applicable regulations. Contractor shall deliver all samples of suspected hazardous waste to the Engineer. AEP Company shall secure required analyses of all such samples. 3.31.3. Prepare a complete written hazardous waste removal plan for each work site that will be submitted to the Engineer for his review prior to the start of work in an area. 3.31.4. Contractor shall provide all respirators, protective clothing and equipment required to protect all personnelassociated with the handling or removal of any Hazardous Wastes. All said respirators, protectiveclothing and equipment shall conform to all applicable rules, regulations and standards, including but not limited to OSHA. 3.315. Employ only competent persons, trained, knowledgeable and qualified in the techniques of handling and disposal of hazardous wastes and subsequent cleaning of contaminated areas. Employees who perform hazardous waste removal work shall possess current, valid licenses as required by any government agency having jurisdiction over the work. Perform all hazardous waste removal in strict accordance with all applicable Federal, State and Local laws, statutes, ordinances and regulations. Contractor shall provide timely and accurate notification in accordance with all Federal, State and Local laws, statutes, regulations and ordinances. 3.31.6. Contractor shall post all appropriate warning signs at each work area, as is required by applicable regulations. 3.31.7. Maintain complete and accurate records of all removal activities in accordance with all Federal, State, and Local laws, statutes, regulations and ordinances. Contractor shall submit copies of all such records to AEP Company on a weekly basis. 3.31.8. Perform personal monitoring as necessary to assure the safety of all persons associated with the removal of hazardous wastes and as required by Federal, State, and Local laws, statutes, regulations and ordinances. If so required, Contractor shall perform environmental air monitoring in the area of each location where hazardous waste removal work is performed. Environmental air monitoring shall comply with applicable Federal, State, and Local laws, statutes, regulations and ordinances. 3.31.9. AEP Company shall be responsible for disposal, the method of disposal and the disposal site for all identified hazardous waste. Contractor shall load all such wastes into trucks or containers provided by AEP Company. Dismantling Conceptual Specification Page 1 Exhibit A Page 9 of 67 3.32. CONSTRUCTION I DEMOLITION WASTE 3.32.1. Contractor is required to perform the work described herein in a manner that will separate construction I demolition waste from ferrous scrap, combustible waste, non-ferrous scrap, ferrous scrap, process demolition waste, oils and greases, hazardous wastes, and ail other materials. 3.32.2. Contractor shall identify all quantities of construction I demolition waste to the Engineer. The Engineer shall positively identify all such materials as being construction I demolition waste. 3.32.3. For all materials which have been positively identified by the Engineer as construction I demolition waste, Contractor shall use such materials as clean fill in locations approved for filling by the Engineer. 3.32.4. Contractor shall be responsible to perform all in-plant handling of such materials, including, but not limited to, screening, separation, from other materials. loading, crushing and transportation, 3.32.5. Contractor shall be responsible for any costs that are incurred as a result of his handling construction / demolitionwaste, Including, but not limited to, sampling, analysis, permit applications, loading, on and off-site transportation, and disposal at an approved disposal site. 3.33. OILS 3.33.1. Contractor is required to secure samples of all oils and oily wastes located in the areas defined in this Specification. Samples shall be collected in accordance with all applicable regulations. 3.33.2. AEP Company shall secure analyses required by the applicable regulations, or by the disposal facility, of all such samples, including, but not limited to, analysis for PCB contamination. 3.33.3. For all oils which have been positively identified as being free of PCB contamination (i.e. less than 50 ppm), Contractor shall be responsible to perform all handling of such materials, including, but not limited to, removal, clean up, loading and transportation. 3.33.4. Contractor shall be responsible to pay for fees to dispose of all oils and oily waste in accordance with all applicable regulations. The Engineer shall approve all methods of disposal and disposal sites for all oils and oily waste. 3.34. GREASES 3.34.1. Contractor is required to secure samples of all greases and wastes containing grease located in the areas defined in this Specification. Samples shall be collected in accordance with all applicable regulations. 3.34.2. AEP Company shall secure analyses required by the applicable regulations, or by the disposal facility, of all such samples. 3.34.3. Contractor shall be responsible to perform all handling of such materials, including, but not limited to, removal, clean up, loading, and transportation. 3.34.4. AEP Company shall be responsible for the disposal of all special and hazardous greases and waste containinggreases in accordance with all applicable regulations. 3.35. PROCESS MATERIALS 3.35.1. Contractor is required to perform the work described herein in a manner that will separate process demolition debris from ferrous scrap, combustible debris, non-ferrous scrap, construction I demolition waste, oils and greases, hazardous wastes, and all other materials. 3.35.2. Prior to the start of demolition in an area, Contractor shall identify all quantities of process materials to the Engineer. The Engineer shall positively identify all such materials as being process materials. Dismantling Conceptual Specification Page 8 Exhibit A Page 10 of 67 3.36. PCBs AND EQUIPMENT CONTAINING PCBs 3.36.1. Prior to dismantling, Contractor shall conduct a survey of each dismantling area to locate and identify any electrical or hydraulic equipment which has not been clearly identified as being free of PCB contamination and, therefore, may contain PCBs. Contractor shall provide the Engineer with the location and description of any surveyed equipment which may contain PCBs. Where so directed by AEP Company, Contractor shall provide AEP Company with a sample of the oil contained in the piece of equipment. AEP Company will secure analysis and provide Contractor with the written results. 3.36.2. Prior to dismantling the facility, the Contractor shall remove, intact, each piece of PCB contaminated equipment. Contractor shall transport said PCE equipment to AEP Company's designated PCB storage facility Contractor shall schedule and coordinate said deliveries with the Engineer. Alternatively, at the direction of the Engineer, Contractor shall load PCB equipment onto vehicles provided by AEP Company. Contractor shall schedule and coordinate said loading with the Engineer. Contractor shall schedule and coordinate the pumping and removal of PCB dielectric fluid from transformers prior to loading when so directed by the Engineer. 3.36.3. AEP Company shall be responsible for the disposal of all PCB equipment and fluids. 3.37. PIPING SYSTEMS 3.37.1. Prior to the commencement of dismantling work, Contractor shall identify plan and perform all piping shutoffs, disconnections, and relocation work necessary to complete the work specified in a safe, orderly manner. 3.37.2. Piping shall be purged (where necessary) and shall be removed to a point of origin as designated by the Engineer. 3.37.3. Contractor shall submit plans, procedures and working drawings showing design details for all piping work to the Engineer for review. Contractor shall secure the Engineer's review of all designs, plans and procedures prior to the commencement of work. The correctness of the design shall remain the Contractors responsibility. 3.37.4. Contractor shall provide all supervision, labor, materials, tools and equipment necessary to complete all piping work required for the work as specified herein. Contractor shall be responsible for the identification of all piping construction, disconnection and relocation work which will be required to complete all work specified herein. 3.37.5. Contractor shall perform all piping construction, disconnection and relocationwork using methods which will not interrupt AEP Company's ongoing operations. 3.37.6. Secure the Engineer's permission prior to any utility outage. In the absence of the Engineer's approval of Contractor's proposed outage, Contractor shall perform the proposed work on live pressurized lines. 3.38. ELECTRICAL SYSTEMS 3.38.1. Prior to the commencement of dismantling work, Contractor shall identify plan and perform all electrical shutoffs. disconnections, and relocation work necessary to complete the work specified in a safe and orderly manner. 3.38.2. Conduit, cable, wireways, and buss shall be removed to a point of origin as designated by the Engineer. 3.38.3. Contractor shall submit plans, procedures and working drawings showing design details for all electrical and related work to the Engineer for review. Contractor shall secure the Engineer's review of all designs prior to the commencement of work. The correctness of design shall remain the Dismantling Conceptual Specification Page 9 Exhibit A Page 11 of 67 Contractor's responsibility. 3.38.4. Contractor shall provide all supervision, labor, materials, tools and equipment necessary to complete all electrical, telecommunication and telemetering work required for the dismantling work specified herein. Contractor shall be responsiblefor the identificationof all electrical, telecommunication and telemetering construction, disconnection and relocation work which will be required to complete all work specified herein. 3.38.5. Contractor shall perform all electrical construction, disconnectionand relocation work using methods which will not interrupt AEP Company's ongoing operations. 3.38.6. Contractor shall secure the Engineer's permission prior to any utility outage. In the absence of the Engineer's approval of Contractor's proposed outage, Contractor shall perform the proposed work on live energized lines. 4. WORK BY PURCHASER: AEP Company Shall: 4.1. Provide Material Safety Data Sheets (MSDS) in accordance with OSHA "Right to Know" regulations for each substance listed under said regulations. 4.2. Provide, where available, utility services such as 460 Volt, 3 phase, 60 Hz power, 250 Volt DC current, potable water, oxygen. compressed air, or natural gas, which are deemed available by AEP Company. Contractor may, at his own expense and approval of the Engineer, make necessary connections provided there is no interruption to normal production operations. AEP Company assumes no responsibilityor liability for loss of, or damage to, the equipment or materials of the Contractor or his subcontractors. Contractor will pay charges that may be assessed. The assessment of charges and/or the availability of utilities may change through the course of the contract as determined. 4.3. Provide existing railroad tracks, railroad tracks sidings, and roadways on plant site, if available, for Contractor's use when and where the Engineer may designate. Contractor shall keep traffic lanes free of congestion so as to avoid interferencewith normal plant operations. 4.4. Provide one copy of all available drawings necessary for the completion of the work specified. These drawings are to be used by the Contractor for reference only in the performance of the work. Said drawings are not to be construed as a complete description of the Scope of Work, nor as fully depicting existing conditions. Additional copies may be purchased by Contractor through the Purchaser. 4.5. Approve the selection of all subcontractors before they will be allowed to enter the job site and perform work. Subcontractors are subject to all applicable terms and conditions contained herein. 4.6. Provide written releases for the demolition of each specific area or facility as identified in the Schedule of Values. Demolition shall not commence without the receipt of said release. 4.7. Assign to Contractor ownership of each facility to be dismantled. The assignment shall include: 4.7.1, All ferrous and non-ferrous scrap resulting from the dismantling work 4.7.2. All ferrous and non-ferrous scrap located within each dismantling area as identified by Engineer during the site visitation. 4.7.3. Spare parts andlor spare equipment. 4.7.4. All railroad track designated for removal. 4.7.5. All vehicles and mobile equipment located within each dismantling area as identified in the Specification. Dismantling Conceptual Specification Page IO Exhibit A Page 12 of 67 AEP Company will maintain ownership of all real estate 4.8. 5. Asbestos 5.1. 6. Landfill 6.1. 7. This conceptual estimate does not include the cost for the closing /capping of any existing landfills. Ash Pond / Fly Ash Pond 7.1. 8. This conceptual estimate does not include the cost for removal or disposal of any asbestos containing materials. This conceptual estimate does not include the cost for any water filtering, discharge, or capping of any existing ash ponds. Pricing 8.1. Demolition and environmental abatement of Unit 1. 2, and 3 boiler structures, equipment, five (5) cooling towers, stacks, buildings, precipitators, railroad tracks and tanks: - 8.1.1. General Conditions 8.1.2. Environmental 8.1.3. Unit 1-3 Demolition 8.1.4. Miscellaneous Demolition 8.1.5. Stacks 8.1.6. Cooling Towers 8.1.7. Precipitators 8.1.8. ToDsoil and Seed 8.1.9. Total - $95,000.00 - - - Total Cost $6,315,539.00 - Scrap Revenue $4,280,714.00 Dismantling Conceptual Specification Page 11 $159,298.00 - -$I 20,093.00 - $897,243.00 $233,726.00 - $682,210.00 - -540.755.00 - $128.196.00 $2,034,825.00 Brandenburg, Industrial Service Company 2625 S. Loomis Chicago. IL 60608 Phone (312)326-5800 FAX (800)780-7313 w.bnndenburg.com Exhibit A Page 13 of 67 Brandenburgo Methodoloay General Proiect Consistent Activities The following details Brandenburg's methodology in order to complete the scope of work safely and in a cost effective manner for the decontaminationand demolition of the AEP Clinch River Plant. Mobilizationwill include bringing equipment on-site, set-up of hydraulic excavators, loaders, unloading of manlifts, bobcats, portable decontamination trailer, job tool and supply box, and the job office/break box. Brandenburgwill conduct a utility verification walk through on each building and/or work area in order to substantiate that all utilities servicing the removal area have been cut, capped, and I or air-gapped prior to proceedingwith the removal efforts. During this verifcation, the color coding of all structures, buildings and tanks will also be verified as painted green and ready for removal. This task will be followed by environmental work including; gathering, staging and packaging of any loose chemicals and/or oils remaining in the buildings. and removal of light bulbs and ballasts. Once these tasks are complete, Brandenburgwill perform a final walk through and complete a facility assessment report that signs off that the utility disconnection/isolation work, the environmental decommissioning and abatement work are complete and the building or structure is ready for demolition. Brandenburgwill request the AEP representative to verifL this facility assessment and sign the assessment form that concurrence is given to perform the demolition. Brandenburg will install geo-textile fabric over catch basins and I or sewer inlets within the demolition areas scheduled to remain in order to keep material from flowing into the existing system during the removal effort. Following this preparatory work, the buildings and Structures will be demolished. Work specific to each Building or Structure is discussed below, Boiler Units 1,2, and 3 Barricades consisting of snow fence and caution or danger tape will be placed at entry areas of the building to limit access into the building. Barricade tags obtained through the AEP representativewill be complete and attached to the barricade fencing at points of egress. Brandenburg crews will next "sweep" the units looking for loose chemical containers and remove, stage and package the materials to ready them for disposal. All light bulbs, light ballasts, and self-illuminating exit signs will then be taken down, packaged and staged. Brandenburg crews will access the lights within the units off of A-frame step ladders, lights and ballasts will be carefully removed by hand and through the use of small hand tools as necessary. Manlifts may be used if lights or other regulated materials are present at elevations higher than safely accessible with the ladders. Generally the crew will work in pairs with one person working on the ladder and a ground person retrieving the bulb or ballast after removal to place in a storage container. Following the removal of all regulated materials, Brandenburg will prepare for the demolition Brandenburgwill use a hydraulic excavators equipped with a grapple or shear in order to raze the existing structure in a controlled manner. The building structure will be wetted with a fire hose throughout the Clinch River Power Plant Carbo, Virginia Brandenburg. lndustrlal Servlce Company 2675 S 1 oornis Exhibit A Pa e 14 of67 !age 2 of 4 demolition effort to control dust emissions. The building debris (C&D) will be placed in a stock pile as the building is being demolished. As the material accumulates it will be loaded via a CAT 980 wheel loader into a Brandenburg trailer and transported to the landfill for disposal. Each load will have a separate bill of lading or manifest associated with the load. These tickets will be kept in the log book at the Brandenburg office area and a concurrent log will be completed to track out going waste volumes. The basement floor slabs will be cracked for drainage and filled. Existing grade will be determined at the perimeter of the existing structure. Removal of above grade concrete will be accomplished with the excavator equipped with a bucket, concrete processor or hydraulic breaker. Continued misting of the work area with water will be performed to control dust emissions. Scrap steel shall be segregated, loaded, and hauled off site to a steel recycler Brandenburg will utilize onsite concrete as backfill material for the area affected by the removal efforts, Backfill shall be placed and rough graded to the top of the elevation of the surrounding grade. OfficelStoranelSupport Buildinqs Brandenburg crews will next "sweep" the buildings looking for loose chemical containers and remove, stage and package the materials to ready them for disposal. All light bulbs, light ballasts, and selfilluminating exit signs will then be taken down, packaged and staged. Brandenburg crews will access the lights within the building off of A-frame step ladders, lights and ballasts will be carefully removed by hand and through the use of small hand tools as necessaly. Generally the crew will work in pairs with one person working on the ladder and a ground person retrieving the bulb or ballast after removal to place in a storage container. Following the removal of all regulated materials, Brandenburg will prepare for the demolition. Brandenburg shall utilize skid steers equipped with biter buckets placed inside of the existing structure to remove the remaining combustible materialsfrom the structure. These materials shall be removed from the building by way of an access opening within an existing exterior wall. Said opening shall be large enough for the easy ingress and egress of the skid steers operating within the structure. Once the material is outside of the existing structure, Brandenburg shall load and transport the waste to the landfill. A combination of a CAT 980 wheel loader and the Bobcat Skid Steer Loaders will be used to load the trucks. Following the interior strip out of the existing structure, Brandenburg shall begin the structural removal efforts. Brandenburg will utilize one or two Leibherr 954 hydraulic excavators equipped with whip hammers, hydraulic shears, grapples, and /or hydraulic hammers in order to raze the existing structure in a controlled manner. The excavating equipment will "bite" into the structure and pull the building apart. The scrap steel material will be pulled from the building and separated from the building debris. The debris will be loaded into Brandenburg trucks for shipment to the landfill. As the building is removed, an area may be established for hot work in order to size some of the structure steel or other heavy steel. The steel will be eventually be loaded and shipped off site to a scrap steel recycler. Brandenburg will utilize onsite concrete as backfill material for the areas affected by the removal efforts. Backfill shall be placed and rough graded to the top of the elevation of the surrounding grade. Cooling Tower Structures Clinch River Power Plant Carbo, Virginia Brandenburg. Industrial Service Company 2625 .-.S -. Lonmir -. -....Chicago, IL 60608 Phone (312)326-5800 FAX (800) . . 780-7313 Exhibit A Pa e 1 5 o f 6 7 #age 3 of 4 ~ Brandenburg crews will go through the structures performing the initial walk through to verify that the utilities have been disconnected, isolated or air gapped. Following the walk through, barricades consisting of snow fence and caution or danger tape will be placed at entry areas of the structure to limit access. Following, the removal of all regulated materials of the cooling structures, Brandenburg will prepare for the demolition. Brandenburgwill use a hydraulic excavators equipped with a grapple or shear in order to raze the existing structures in a controlled manner. The building structures will be wetted with a fire hose throughout the demolition effort to control dust emissions. The building debris (C&D) will be placed in a stock pile as the building is being demolished. As the material accumulates, it will be loaded via a CAT 980 wheel loader into a Brandenburg trailer and transported to the landfill for disposal. Each load will have a separate bill of lading or manifest associated with the toad. These tickets will be kept in the log book at the Brandenburg office area and a concurrent log will be completed to track out going waste volumes. Brandenburg will segregate the scrap steel from the concrete. The steel will be loaded and shipped off-site to a scrap recycler. The concrete of the structures will be removed to 6 inches below surround grade elevation. It will be processed to two Feet or less in size and used as bridging and full material of the cooling pit prior to capping with earthen fill material.The concrete bottoms of the cooling water pits will be broken to allow water drainage. Unit 1 and 2 Stack and Unit 3 Stack Followingthe completion of demolitionof Units 1,2, and 3 and all supporting building structures, tanks, conveyors and equipment, Brandenburg crews will implode the concrete stacks. Brandenburg crews will go through the structures performing the initial walk through to verify that the utilities have been disconnected, isolated or air gapped. Following the walk through, barricades consisting of snow fence and caution or danger tape will be placed at entry areas of the structure to limit access. Once the concrete structures are imploded, Brandenburg will segregate the scrap steel from the concrete. The steel will be loaded and shipped off-site to a scrap recycler. Aboveslround/Underground Storage Tanks and Water Treatment Tanks Brandenburg shall remove all above ground tanks, including pipe racks, supports, and appurtenances utilizing a hydraulic excavator equipped with a hydraulic shear andlor grapple to cut and remove the existing piping, tank, and appurtenances. Scrap steel shall be segregated, loaded, and hauled off site to a steel recycler. The building debris (CaD) will be placed in a stock pile as the buildings and tanks are being demolished. As the material accumulates, it will be loaded via a CAT 980 wheel loader into a Brandenburg trailer and transported to the landfill for disposal. Each load will have a separate bill of lading or manifest associated with the load. These tickets will be kept in the log book at the Brandenburg office area and a concurrent log will be completed to track out going waste volumes. Brandenburg will then remove the tank dike walls down to surrounding grade elevation or top of tank slab. The Tank Ring foundations shall remain in place. Clinch River Power Plant Carbo, Virginia Brandenburg, Industrial Service Company 26255 Loomis Chicago, IL 60608 Phone (312)326-5800 FAX (800)780-7313 Exhibit A Pa e 1 6 f 7 Bage $074 Brandenburg will remove all below grade tanks, pumps and below grade product lines. The tanks will be emptied by conventional means. A hydraulic excavator will be used to excavate and remove the tanks. Brandenburg will utilize onsite concrete as backfill material for the areas affected by the removal efforts. Backfill shall be placed and rough graded to the top of the elevation of the surrounding grade. Coal Unloading buildings, Convevors and Office Brandenburg crews will next "sweep" the units looking for loose chemical containers and remove, stage and package the materials to ready them for disposal. All light bulbs, light ballasts, and self-illuminating exit signs will then be taken down, packaged and staged. Brandenburg crews will access the lights within the units off of A-frame step ladders, lights and ballasts will be carefully removed by hand and through the use of small hand tools as necessary. Manlifts may be used if lights or other regulated materials are present at elevations higher than safely accessible with the ladders. Generally the crew will work in pairs with one person working on the ladder and a ground person retrieving the bulb or ballast after removal to place in a storage container. Following the removal of all regulated materials, Brandenburg will prepare for the demolition. Brandenburg shall utilize one or two Leibherr 954 hydraulic excavators equipped with hydraulic shears, grapples, and /or hydraulic hammers in order to raze the existing structures in a controlled manner. The excavating equipment will "bite" into the structure and pull the conveyors and buildings apart. The portions of the conveyors existing below grade will be removed. The concrete roof of the conveyors will be broken and the opening will be filled with above grade broken concrete from building and conveyor foundations. A C A I 980 wheel loader will be used to fill opens. Earthen material will be used to fill depressions to surrounding grade elevation. The scrap steel material will be pulled from the building and conveyors will be separated from the debris. As the conveyors and buildings are removed, an area may be established for hot work in order to size some of the structure steel or other heavy steel. The steel will be eventually be loaded and shipped off site to a scrap steel recycler. The debris (C8D) will be placed in a stock pile as the buildings and conveyors are being demolished. As the material accumulates it will be loaded via a CAT 980 wheel loader into a Brandenburg trailer and transported to the landfill for dtsposal. Clinch River Power Plant Carbo, Virginia Exhibit A P g 1 of67 February 8,50{1 Clinch River Power Plant Recommendations Brandenburg recommends the following be performed prior to any environmental or demolition work at the site: 1. Prepare a detailed environmental survey that includes the following: a. An asbestos survey b. A lead paint survey e. A universal waste survey d. A survey of PCB containing equipment 2. Collect all MSDS Sheets for the site 3. Research and prepare a site utility drawing depicting all incoming and outgoing utility lines. Brandenburg also recommends that the vehicle bridge over the Clinch River providing access to the property remain. The bridge will provide assess for inspection of the property for the coming years. Exhibit A Page 18 of 67 Glen Plant Glen Lyn, Virginia \X-?L?fimrz-?N .. Conceptual Estimate February 4, 2011 Exhibit A Page 19 of 67 American Electric Power Company Glen Lyn Plant GLEN LYN, VA Dismantling Information February 4,2011 GLENLYNAEPPOWERPLANT CONCEPTUAL DEMOLITION PLAN DEFINITIONS: Concrete Debris Concrete stacks, cooling towers, and floor slabs (estimated 9,590 cubic yards) Construction I Demolition Debris Any solid waste resulting from the construction, remodeling, repair, or demolition of structures. Such wastes may include, but not limited to; roof material/drywall/ceiling tiles/fiberglass (estimated 4,560 yards) railroad ties (estimated21,120 ties) Contractor The individual, partnership or corporation with which AEP Company enters into a contract to perform all of the work described in the Specification. Contract A purchase order placed by Purchaser and accepted by Contractor, together with this Specification and all other documents referred to in such purchase order, or a formal contract executed by Purchaser and Contractor,together with this Specificationand all other documents referred to in such formal contract. Engineer The Engineer or his authorized representative designated by AEP Company to be assigned to this contract. Fill Material Material to be used to bring area to grade. Greases Any used or unused greases or waste containing grease. Hazardous Waste Hazardous waste as defined in 40 CFR 261.3 or as define in any applicable state regulatic I HAZMATs Any hazardous, toxic or regulated substance controlled under RCRA, CERCLA or any other Federal, State, or Local law, statute, regulation or ordinance pertaining to the handling, transportation, or disposal of any controlled substance. MSDS Dismantling Conceptual Specification Page I Exhibit A Page 20 of 67 Material Safety Data Sheet Non-Ferrous Scrap (estimated 320,000 Ibs) All non-ferrous scrap such as copper or brass (estimated 320,000 Ibs) Oils (estimated 55,000 gallons) Any used or unused hydraulic, lubrication, rolling, waste or other such oil or oily waste. OSHA Occupational Safety and Health Act and amendments thereto. PCBs Polychlorinated By-phenols (plant personnel verified that there are no PCB's present at the site). Process Materials Any raw materials, blended raw materials, recyclable process generated dusts (such as flue dust), fly ash, ash slurry and etc. SCR Unit Selective Catalytic Reduction Unit Scrap Ferrous (estimated 11,319 tons) All ferrous scrap designated by the Engineer to be suitable for melting at a steel processing plant. Structural Removal As in the Specification, shall mean all work of every nature described herein, implied herein, or necessary to complete the work described or implied herein. AEP Company American EIectric Power Company Dismantling Conceptual Specification Page 2 Exhibit A Page 21 Of 67 American Electric Power Company Glen Lyn Plant GLEN LYN, VA Information Sheets Dismantling Information February 4,2011 GLEN LYN PLANT 1. GENERAL SCOPE OF WORK 1.1. The work to be performed under the terms of this specification shall m s i s t of the dismanthg and removal of all facilities, machinery, equipment, all associated structures, foundations, debris, hazardous substances and hazardous waste as directed by the Engineer. Upon completion each dismantling site shall be left in a neat, clean, safe condition. 1.2. Work under this specification shall be performed in accordance with the terms and conditions of the Contract, entered into between AEP Company and the Contractor, and in accordance with all €PA. OSHA. Federal, State, County and Local laws, statutes, ordinances, and regulations. 1.3. The Contractor shall perform all utility disconnection andlor relocation work which is necessary to complete the proposed dismantling and removal work, without disrupting active utilities. 1.4. The Contractor shall perform all excavation, back-filling, and construction which is necessary to complete the proposed dismantling work. 1.5. The Contractor shall provide all labor, materials, equipment, services and pay all necessary taxes, in addition to securing all required permits, to perform the dismantling. 1.6. The Contractor is responsible to clean up and dispose of any and all materials which are generated as a result of a spill caused by the Conlractor, or which are generated as a result of the improper handling of any materials by the Contractor.This includes Hazardous Substances, Hazardous Waste, Special wastes, Nonprocess Debris, Demolition Debris, and combustible materials. 2. FACILITY DISMANTLEMENT AND RELATED WORK 2.1. Perform the environment abatement of the following: 2.1 . l . HAZMAT sweep of structures, tanks and pipe in Unit 5 and 6 Boiler area 2.1.2. Remove Units 5 and 6 fluorescent light bulbs, PCB ballast, mercury vapor light, HID vapor lights and mercury containing instruments. 2.1.3. Remove office, storage and maintenance building fluorescent light bulbs, PCB ballast, merculy vapor light, HID vapor lights and mercury containing instruments. Dismantling Conceptual Specification Page 3 Exhibit A Page 22 of 67 2 1.4. Remove the Unit 5 and 6 river water pump house fluorescent light bulbs, PCB ballast, mercury vapor light, HID vapor lights and mercury containing instruments. 2.2. Perform the building dismantling, equipment removal, concrete removal to surrounding grade elevation of the following. 2.2.1. Unit 5 boiler building, turbine generator building, precipitators, office and maintenance building, and coal conveyor. 2.2.2. Unit 6 boiler building, turbine generator building, precipitators,office and maintenance building the chemical lab building, coal conveyor, and the stack. 2.2.3. The Unit 5 and 6 water intake screen pump houses, screens, pumps, and motors. 2.2.4. The coal train storage trestle, and concrete piers 2.2.5. The tractor shed and locomotive house building. 2.2.6. The fly ash storage silos and associated equipment. 2.2.7. The single story maintenance, storage and office buildings 2.2.8. The coal train shaker building, and associated coal conveyor to the north. 2.2.9. The existing electrostatic precipitators associated with both Units 5 and 6 2.2.10. The condensate storage tanks. 2.2.11. The existing railroad track and wood ties located throughout the site 2.2.12. The concrete piers from the old electrical DC rail system on the south side of the site 2.2.13. The service water tank located on the adjacent hillside located on the south side of the site. 2.2.14. The two (2) 2,500 gallon fuel oil tanks on the west side of Unit #5. 2.2.15. The bed ash sluice lines from the existing plant to the bed ash ponds, and auxiliary fly ash pond as well as the pipe bridge. 2.2.16. The parking lots, sidewalks, and asphalt roadways located throughout the site. 2.2.17. The Tractor repair shed on the adjacent hillside on the south side of Unit #5. 2.2.18. The old boiler house located between Units #5 and #6. as well as the old turbine room building and equipment located between Unit #5 and #6 turbine rooms. 3. WORK BY CONTRACTOR The Contractor Shall: 3.1, Furnish all supervision, labor, materials, tools, supplies and equipment necessary to perform the work, including dismantling and removal of all the facilities, equipment, structures. etc. noted herein with the exception of specific structures which are designated in this Specification to remain. 3.2. Install sheet piling and / or wood lagging on the river water intake screen houses for both Units #5 and #6 in order to discontinue water from flowing into the intake tunnels; dewater tunnels. 3.3. Place flow-fill material within the existing intake tunnels in order to prevent tunnel collapse subsequent to abandoning the existing tunnels. 3.4. Place sheet piling and / or lagging on the discharge canal on the west side of the plant; dewater said discharge canal, install backfill material, place topsoil, and seed. Dismantling Conceptual Specification Page 4 Exhibit A Page 23 of 67 3.5. Furnish on the site, during the performance of the work, an experienced supervisor who shall be duly authorized to represent and act for the Contractor in all matters pertaining to the work covered by this Specification. 3.6. Provide all written instructions, orders, and other communications delivered to the Contractor's construction office shall be considered as having been delivered to the Contractor himself. 3.7. Develop detailed written demolition plans for each area to be dismantled, and submit them to the Engineer for his review prior to the start of work in an area. Such plans shall include, but limited to: 3.7.1. A detailed and complete schedule for the performance of the work. 3.7.2. A survey of each area, identifying all materials to be disposed of other than scrap and equipment. 3.7.3. Identificationand protection of demolition areas. 3.7.4. Termination andlor relocation of utilities. 3.7.5. Handling and disposal of hazardous wastes and materials. 3.7.6. Handling and disposal of oils and greases. 3.7.7. Handling and disposal of non-hazardous debris and materials. 3.7.8. Fire prevention and protection. 3.7.9. Handling and storage locations for ferrous and non-ferrous scrap. 3.7.10. Method of demolition andlor equipment removal. 3.7.11. Clean-out, breaking open, and filling of basements, pits, and tunnels. 3.7.12. Final grading and restoration of demolition site. 3.8. Clear each site of existing equipment, structures, and material designated to be removed. Each site will be left in a neat, clean, safe condition in conformity with all applicable Federal, State, or Local laws, statutes and/or regulations, including but not limited to CAA, OSHA, RCRA, SARA, TSCA. and/or CERCLA. The finished condition of each site will be approved by the Engineer. 3.9. Remove all structures down to final grade except where otherwise noted. Final grade will generally be the adjacent grade surrounding the facility to be removed. The removal of concrete &debris and grading will be done concurrent with the demolition work. As one area is cleared of structures, the required concrete removal work in that area will be done simultaneouslywith the demolition of structures in the next area of work. If the Contractor breaches the provisions of this sectin AEP Company reserves the right, in AEP Company's sole opinion, to stop the Contractor from doing further demolition until the concrete and debris removal is current. 3.10. Perform all material removal work in accordancewith all applicable Federal, State, andlor Local wles. regulations andlor ordinances, which is necessary to complete the proposed removal work. 3.11. Perform all utility, telecommunications and lelemetering disconnection and/or relocation work which is necessary to complete the proposed removal work. 3.12. Prior to beginning demolition of any facility, Contractor shall ascertain that no live utilities remain in the facility and identify and locate all underground ut es. It shall be the Contractor'sexclusive responsibility to determine that all utility systems in each area remain isolated from active utility systems. 3.13. Perform all excavation, backfilling, and construction which is necessary to complete the proposed dismantling and removal work. 3.14. Remove all debris generated as a result of the proposed removal work. Dismantling Conceptual Specification Page 5 Exhibit A Page 24 of 67 3.15. Break the floors of all pits, trenches and depressions sufficiently to provide drainage and to prevent the accumulation of water within the underground structure. 3.16. Tunnel and basement roof structures which do not support structures designated to remain and which are located less than 3 feet below finish grade elevation will be broken in. Said tunnel excavations will be filled with fill materials approved by the Site Engineer up to finish grade elevation. 3.17. Properly drain and capture all contents of pipelines prior to dismantling any pipelines. 3.18. Empty and shovel clean all pits, sumps, basements, and depressions to the satisfaction of the Engineer. Areas will be inspected by the Site Engineer prior to filling. Any pits, sumps, basements or depressions in contact with a hazardous waste or PCB shall be decontaminated in accordance with any applicable Federal andlor State rules andlor regulations. 3.19. Back-fill all pits, sumps, and depressions up to existing grade. Each site shall be rough graded and left in a neat, clean, safe condition. Contractor will use fill material approved by the Engineer. The final six inches offill shall be other select fill material approved by the Engineer. 3.20. Furnish all fill material in accordancewith the Specification. If the work activity generates more fill material than needed, the Contractor shall pay for the transportation and disposal off site. If the work activity is fill negative, the Contractor shall pay for the purchase and transportation of required fill to the site. Such purchased material shall be approved by the Site Engineer. 3.21. Furnish portable sanitary facilities and drinking water for Contractor's personnel in areas of removal. 3.22. Furnish electric power and temporary lighting in those areas of removal where active utilities are not available. 3.23. Provide adequate protective barriers for open pits, holes and depressions, as a result of the equipment removal work, until they are properly backfilled. Temporary barricades shall conform to all applicable Federal, State and Local, rules and regulations or standards including, but not limited to OSHA. 3.24. Remove above ground utility support systems such as poles, structural steel towers or guy wires which have been designated to be removed by the Engineer. 3.25. Remove and scrap all tanks, including supporting steel and concrete structures. Prior to removal work Contractor shall remove the contents of each tank, drain each tank and otherwise purge each tank in accordance with all applicable rules or regulationsto render them safe for removal. Notify Engineer of any potentially contaminated soils. Remove of these tanks shall conform to all applicable Federal, State, and Local laws, statutes, regulations or ordinances. 3.26. Secure the approval of local Fire Department for the Fire Prevention Plan. Contractor shall meet with representatives of the Fire Department prior to commencement of work on each facility. Prior to the commencement of removal work, Contractor shall inspect all fire hydrants in the work area and shall notify the Engineer of those that are not in good operating condition. 3.27. Provide fire extinguishers and fire hoses as required to immediately control any fires resulting from the work. Implement all fire prevention measures as directed by the Fire Department. Measures required by Fire Department may include, but will not be limited to, the maintenanceof pressurized fire hoses at each removal site. 3.20 Attend a safety meeting with AEP Company's representatives prior to starting work in each facility or designed area. 3.29, Furnish all temporary or permanent supports or protective devices which are necessary to presewe active pipes, electrical lines or other structures which AEP Company designates to remain in place. 3.30, Abide by AEP Company Contractor Safety Responsibilities, AEP Company Energy Control-Lockout and Tryout Dismantling Conceptual Specification Page 6 Exhibit A Page 25 of 67 Rules, as well as all Federal, State, and Local regulations 3.31. Secure the Engineer's approval prior to using any railroad track or mobile crane movements to or from the dismantling site. 3.32. Schedule rail movements, order all railroad cars and be solely responsible for demurrage charges resulting from the Contractor's operations. 3.33. Where Contractor removes railroad track, the Contractor shall remove all wooden and concrete ties, and load and transport them to an approved disposal site approved by the Engineer. Contractor shall be responsible for the cost of all removal, loading, transportation. and disposal of such material. 3.34. The existing 132 KV switchyard shall remain intact prior to the removal efforts. 3.35. HAZARDOUS WASTE HANDLING AND DISPOSAL 3.35.1. Contractor shall provide ail supervision, labor, consumable materials, tools, equipment, documentation, services and permits required to identify, remove and load any hazardous waste located in, adjacent to or forming a part of the equipment designated for removal. Contractor shall be responsibleto perform all in-plant handling of such materials, including, but not limited to removal, loading, and in-plant transportation. Hazardouswaste removal work shall include, but is not necessarily limited to, the work described herein. 3.35.2. Contractor is required to secure samples of all materials, which are suspected of being a hazardous waste, located in the areas defined in this Specification. Samples shall be collected in accordance with all applicable regulations. Contractor shall deliver all samples of suspected hazardous waste to the Engineer. AEP Company shall secure required analyses of all such samples. 3.35.3. Prepare a complete written hazardous waste removal plan for each work site that will be submitted to the Engineer for his review prior to the start of work in an area. 3.35.4. Contractor shall provide all respirators,protective clothing and equipment required to protect all personnel associated with the handling or removal of any Hazardous Wastes. All said respirators, protective clothing and equipment shall conform to all applicable rules, regulations and standards, including but not limited to OSHA. 3.35.5. Employ only competent persons, trained, knowledgeableand qualified in the techniques of handling and disposal of hazardous wastes and subsequent cleaning of contaminatedareas. Employeeswho perform hazardous waste removal work shall possess current, valid licenses as required by any government agency having jurisdiction over the work. Perform all hazardous waste removal in strict accordance with all applicable Federal, State and Local laws, statutes, ordinances and regulations. Contractor shall provide timely and accurate notification in accordancewith all Federal, State and Local laws, statutes, regulationsand ordinances. 3.35.6. Contractor shall post all appropriate warning signs at each work area, as is required by applicable regulations. 3.35.7. Maintain complete and accurate records of all removal activities in accordance with all Federal, State, and Local laws, statutes, regulations and ordinances. Contractor shall submit copies of all such records to AEP Company on a weekly basis. 3.35.8. Perform personal monitoring as necessary to assure the safety of all persons associated with the removal of hazardous wastes and as required by Federal, State, and Local laws, statutes, regulations and ordinances. If so required, Contractor shall perform environmental air monitoring in the area of each location where hazardous waste removal work is performed. Environmental air monitoring shall comply with applicable Federal, State, and Local laws, statutes, regulationsand ordinances. Dismantling Conceptual Specification Page 7 Exhibit A Page 26 of 67 3.35.9. AEP Company shall be responsible for disposal, the method of disposal and the disposal site for all identified hazardous waste. Contractor shall load all such wastes into trucks or containers provided by AEP Company. 3.36. CONSTRUCTION / DEMOLITION WASTE 3.36.1. Contractor is required to perform the work described herein in a manner that will separate construction I demolition waste from ferrous scrap, combustible waste, non-ferrous scrap, ferrous scrap, process demolition waste, oils and greases, hazardous wastes, and all other materials. 3.36.2. Contractor shall identify all quantities of construction / demolition waste to the Engineer. The Engineer shall positively identify all such materials as being construction /demolition waste. 3.36.3, For all materials which have been positively identified by the Engineer as construction / demolition waste, Contractor shall use such materials as clean fill in locations approved for filling by the Engineer. 3.36.4. Contractor shall be responsible to perform all in-plant handling of such materials, including, but not limited to, screening, separation, from other materials, loading, crushing and transportation. 3.36.5. Contractor shall be responsible for any costs that are incurred as a result of his handling construction I demolition waste, including, but not limited to, sampling, analysis, permit applications, loading, on and off-site transportation, and disposal at an approved disposal site. 3.37. OILS 3.37.1. Contractor is required to secure samples of all oils and oily wastes located in the areas defined in this Specification. Samples shall be collected in accordance with all applicable regulations. 3.37.2. AEP Company shall secure analyses required by the applicable regulations, or by the disposal facility, of all such samples, including, but not limited to, analysis for PCB contamination. 3.37.3. For all oils which have been positively identified as being free of PCB contamination (Le. less than 50 ppm), Contractor shall be responsible to perform all handling of such materials, including, but not limited to, removal, clean up, loading and transportation. 3.37.4. Contractor shall be responsible to pay for fees to dispose of all oils and oily waste in accordance with all applicable regulations. The Engineer shall approve all methods of disposal and disposal sites for all oils and oily waste. 3.38. GREASES 3.38.1. Contractor is required to secure samples of all greases and wastes containing grease located in the areas defined in this Specification. Samples shall be collected in accordance with all applicable regulations. 3.38.2. AEP Company shall secure analyses required by the applicable regulations, or by the disposal facility, of all such samples. 3.38.3. Contractor shall be responsible to perform all handling of such materials, including, but not limited to, removal, clean up, loading, and transportation. 3.38.4. AEP Company shall be responsible for the disposal of all special and hazardous greases and waste containing greases in accordance with all applicable regulations. 3.39. PROCESS MATERIALS Dismantling Conceptual Specification Page S Exhibit A Page 27 of 67 3.39.1. Contractor is required to perform the work described herein in a manner that will separate process demolition debris from ferrous scrap, combustible debris, non-ferrous scrap, construction / demolition waste, oils and greases, hazardous wastes, and all other materials. 3.39.2. Prior to the start of demolition in an area, Contractor shall identify all quantities of process materials to the Engineer. The Engineer shall positively identify all such materials as being process materials. 3.40. PCEs AND EQUIPMENT CONTAINING PCEs 3.40.1. Prior to dismantling, Contractor shall conduct a survey of each dismantling area to locate and identify any electrical or hydraulic equipment which has not been clearly identified as being free of PCB contamination and, therefore, may contain PCEs. Contractor shall provide the Engineer with the location and description of any surveyed equipment which may contain PCBs. Where so directed by AEP Company, Contractor shall provide AEP Company with a sample of the oil contained in the piece of equipment. AEP Company will secure analysis and provide Contractor with the written results. 3.40.2. Prior to dismantling the facility, the Contractor shall remove, intact each piece of PCE contaminated equipment. Contractor shall transport said PCB equipment to AEP Company's designated PCB storage facility. Contractor shall schedule and coordinate said deliveriis with the Engineer. Alternatively, at the direction of the Engineer, Contractor shall load PCE equipment onto vehicles provided by AEP Company. Contractor shall schedule and coordinate said loading with the Engineer. Contractor shall schedule and coordinate the pumping and removal of PCE dielectric fluid from transformers prior to loading when so directed by the Engineer. 3.40.3. AEP Company shall be responsiblefor the disposal of all PCB equipment and fluids. 3.41. PIPING SYSTEMS 3.41.1. Prior to the commencement of dismantling work, Contractor shall identify, plan and perform all piping shutoffs, disconnections, and relocation work necessary to complete the work specified in a safe, orderly manner. 3.41.2. Piping shall be purged (where necessary) and shall be removed to a point of origin as designated by the Engineer. 3.41.3. Contractor shall submit plans, procedures and working drawings showing design details for all piping work to the Engineer for review. Contractor shall secure the Engineer's review of all designs, plans and procedures prior to the commencement of work. The correctness of the design shall remain the Contractors responsibility. 3.41.4. Contractor shall provide all supervision, labor, materials, tools and equipment necessary to complete all piping work required for the work as specified herein. Contractor shall be responsible for the identification of all piping construction, disconnection and relocation work which will be required to complete all work specified herein. 3.41.5. Contractor shall perform all piping construction, disconnection and relocation work using methods which will not interrupt AEP Company's ongoing operations. 3.41.6. Secure the Engineer's permission prior to any utility outage. In the absence of the Engineer's approval of Contractor's proposed outage, Contractor shall perform the proposed work on live pressurized lines. 3.42. ELECTRICAL SYSTEMS 3.42.1. Prior to the commencement of dismantling work, Contractor shall identify, plan and perform all electrical shut offs, disconnections, and relocation work necessary to complete the work specified in a safe and orderly manner. Dismantling Conceptual Specification Page 9 Exhibit A Page 28 of 67 3.42.2. Conduit, cable, wireways, and buss shall be removed to a point of origin as designated by the Engineer. 3.42.3. Contractor shall submit plans, procedures and working drawings showing design details for all electrical and related work to the Engineer for review. Contractor shall secure the Engineer's review of all designs prior to the commencement of work. The correctness of design shall remain the Contractor's responsibility. 3.42.4. Contractor shall provide all supervision, labor, materials, tools and equipment necessary to complete all electrical, telecommunication and telemetering work required for the dismantling work specified herein. Contractor shall be responsible for the identification of all electrical, telecommunication and telemetering construction, disconnection and relocation work which will be required to complete all work specified herein. 3.42.5. Contractor shall perform all electrical construction, disconnection and relocation work using methods which will not interrupt AEP Company's ongoing operations. 3.42.6. Contractor shall secure the Engineer's permission prior to any utility outage. In the absence of the Engineer's approval of Contractor's proposed outage, Contractor shall perform the proposed work on live energized lines. 4. WORK BY PURCHASER: AEP Company Shall: 4.1. Provide Material Safety Data Sheets (MSDS) in accordance with 0SHA"Right to Know" regulations for each substance listed under said regulations. 4.2. Provide, where available, utility services such as 460 Volt, 3 phase, 60 Hz power, 250 Volt DC current, potable water, oxygen, compressed air, or natural gas, which are deemed available by AEP Company. Contractor may, at his own expense and approval of the Engineer, make necessary connections provided there is no interruptionto normal production operations. AEP Company assumes no responsibility or liability for loss of, or damage to, the equipment or materials of the Contractor or his subcontractors. Contractor will pay charges that may be assessed. The assessment of charges and/or the availability of utilities may change through the course of the contract as determined. 4.3. Provide existing railroad tracks, railroad tracks sidings, and roadways on plant site, if available, for Contractor's use when and where the Engineer may designate. Contractor shall keep traffic lanes free of congestion so as to avoid interferencewith normal plant operations. 4.4. Provide one copy of all available drawings necessary for the completion of the work specified. These drawings are to be used by the Contractor for reference only in the performance of the work. Said drawings are not to be construed as a complete description of the Scope of Work, nor as fully depicting existing conditions. Additional copies may be purchased by Contractor through the Purchaser. 4.5. Approve the selection of all subcontractors before they will be allowed to enter the job site and perform work. Subcontractors are subject to all applicable terms and conditions contained herein. 4.6. Provide written releases for the demolition of each specific area or facility as identified in the Schedule of Values. Demolition shall not commence without the receipt of said release. 4.7. Assign to Contractor ownership of each facility to be dismantled. The assignment shall include: 4.7.1. All ferrous and non-ferrous scrap resulting from the dismantling work 4.7.2. Ail ferrous and non-ferrous scrap located within each dismantling area as identified by Engineer during the site visitation. Dismantling Conceptual Specification Page i o Exhibit A Page 29 of 67 4.7.3. Spare parts and/or spare equipment. 4.8. 5. 4.7.4. All railroad track designated for removal 4.7.5. All vehicles and mobile equipment located within each dismantling area as identified in the Specification. AEP Company will maintain ownership of all real estate Asbestos 5.1. 6. Landfill 6.1. 7. This conceptual estimate does not include the cost for the closing /capping of any existing landfills. Ash Pond IFly Ash Pond 7.1. 8. This conceptual estimate does not include the cost for removal or disposal of any asbestos containing materials. This conceptual estimate does not include the cost for any water filtering, discharge, or capping of any existing ash ponds. Pricing 8.1. Demolition and environmental abatement of Units 5 and 6, structures, equipment, stacks, buildings, railroad tracks and tanks: 8.1.1. General Conditions 8.1.2. Environmental 8.1.3. Unit 5 Demolition - - $159,298.00 $75,000.00 8.1.4. Unit 6 Demolition - 8.1.5. Turbine Building@) Demolition 8.1.6. Old Boiler Room 8.1.7. Site Work Demo - 8.1.8. Backfill I Flow-fill 8.1.9. Miscellaneous Demolition 8.1.10. Stacks - Total Cost- $6,251,936.00 - Scrap Revenue $3,114,781.00 Dismantling Conceptual Specification Page 11 - $325,034.00 $337,741.00 - $1,088,708.00 - $399,856.00 $14.071 .OO - 8.1.12. ToDsoil and Seed 8.1 13. Total $74,976.00 $67,189.00 - 8.1.11. Precipitators $362,134.00 $113,827.00 - $119,321.OO $3,137,155.00 Exhibit A Page 30 of 67 Brandenburg, industrial Service Company 2625 S Loomis Chicago. IL 60608 Phone (312)326-5800 FAX (800) 780-7313 www brandenburg corn Methodolow General Proiect Consistent Activities The following details Brandenburg'smethodology in order to complete the scope Of work safeiy and in a cost effective manner for the decontamination and demolition of the AEP Glen Lyn Power Plant. Mobilization will include bringing equipment on-site, set-up of hydraulic excavators, loaders, unloading of rnanlifts, bobcats, portable decontamination trailer, job tool and supply box, and the job officelbreak box. Brandenburgwill conduct a utility verification walk through on each building andlor work area in order to substantiate that all utilities servicing the removal area have been cut, capped, and I or air-gapped prior to proceedingwith the removal efforts. During this verification, the color coding of all structures, buildings and tanks will also be verified as painted green and ready for removal. This task will be followed by environmental work including; gathering, staging and packaging of any loose chemicals and/or oils remaining in the buildings, and removal of light bulbs and ballasts. Once these tasks are complete, Brandenburgwill perform a final walk through and complete a facility assessment report that signs off that the utility disconnectionlisolationwork, the environmental decommissioning and abatement work are complete and the building or structure is ready for demolition. Brandenburgwill request the AEP representative to verify this facility assessment and sign the assessment form that concurrence is given to perform the demolition, Brandenburg will install geo-textile fabric over catch basins and / or sewer inlets within the demolition areas scheduled to remain in order to keep material from flowing into the existing system during the removal efforts. Following this preparatory work, the buildings and structures will be demolished. Work specific to each Building or Structure is discussed below. Boiler Unit 5, Unit 6 and Buildincl Portion of Units 1-4 Barricades consisting of snow fence and caution or danger tape will be placed at entry areas of the buiiding to limit access into the building Barricade tags obtained through the AEP representativewill be complete and attached to the barricade fencing at points of egress. Brandenburg crews will next "sweep" the units looking for loose chemical containers and remove, stage and package the materials to ready them for disposal. All light bulbs, light ballasts, and self-illuminating exit signs will then be taken down, packaged and staged. Brandenburg crews will access the lights within the units off of A-frame step ladders. lights and ballasts will be carefully removed by hand and through the use of small hand tools as necessary Manlifts may be used if lights or other regulated materials are present at elevations higher than safely accessible with the ladders. Generally the crew will work in pairs with one person working on the ladder and a ground person retrieving the bulb or ballast after removal to place in a storage container. Following, the removal of all regulated materials, Brandenburg will prepare for the demolition. Brandenburgwill use a hydraulic excavators equipped with a grapple or shear in order to raze the existing structure in a controlled manner. The building structure will be wetted with a fire hose throughout the Glen Lyn Power Plant Glen Lyn, Virginia Brandenburg, Industrial Service Company 2625 S Loornts Chicago, IL 60608 Exhibit A Page 31 of 67 Page 2 of 3 Phone (313)326-5800 FAX (800)780-7313 demolition effort to control dust emissions. The building debris (C8D) will be placed in a stock pile as the building is being demolished. As the material accumulates it will be loaded via a CAT 980 wheel loader into a Brandenburg trailer and transported to the landfill for disposal. Each load will have a separate bill of lading or manifest associated with the load. These tickets will be kept in the log book at the Brandenburg office area and a concurrent log will be completed to track out going waste volumes. The basement floor slabs will be cracked for drainage and filled. Existing grade will be determined at the perimeter of the existing structure. Removal of above grade concrete will be accomplished with the excavator equipped with a bucket, concrete processor or hydraulic breaker. Continued misting of the work area with water will be performed to control dust emissions. Scrap steel shall be segregated, loaded, and hauled off site to a steel recycler. Brandenburg will utilize onsite concrete as backfill material for the area affected by the removal efforts. Backfill shall be placed and rough graded to the top of the elevation of the surrounding grade. OfficelSupport Buildings Brandenburg crews will next "sweep" the building looking for loose chemical containers and remove, stage and package the materials to ready them for disposal. All light bulbs, light ballasts, and self-illuminating exit signs will then be taken down, packaged and staged. Brandenburg crews will access the lights within the building off of A-frame step ladders, lights and ballasts will be carefully removed by hand and through the use of small hand tools as necessary Generally the crew will work in pairs with one person working on the ladder and a ground person retrieving the bulb or ballast after removal to place in a storage container Following the removal of all regulated materials, Brandenburgwill prepare for the demolition. Brandenburg shall utilize skid steers equipped with biter buckets placed inside of the existing structure to remove the remaining combustible materials from the structure. These materials shall be removed from the building by way of an access opening within an existing exterior wall. Said opening shall be large enough for the easy ingress and egress of the skid steers operating within the structure. Once the material is outside of the existing structure, Brandenburg shall load and transport the waste to the landfill. A combination of a CAT 980 wheel loader and the Bobcat Skid Steer Loaders will be used to load the trucks. Following, the interior strip out of the existing structure, Brandenburgshall begin the structural removal efforts. Brandenburg will utilize one or two Leibherr 954 hydraulic excavators equipped with whip hammers, hydraulic shears, grapples, and /or hydraulic hammers in order to raze the existing structure in a controlled manner. The excavating equipment will "bite" into the structure and pull the building apart. The scrap steel material will be pulled from the building and separated from the building debris. The debris will be loaded into Brandenburg trucks for shipment to the landfill. As the building is removed, an area may be established for hot work in order to size some of the structure steel or other heavy steel. The steel will be eventually be loaded and shipped off site to a scrap steel recycler. Brandenburg will utilize onsite concrete as backfill material for the areas affected by the removal efforts. Backfill shall be placed and rough graded to the top of the elevation of the surrounding grade. River Water Pump Station Glen Lyn Power Plant Glen Lyn. Virginia Brandenburg, Industrial service Company 2625 S. Loomis Chicago, IL60608 Phone (313) 3265800 FAX (800)780-7313 Exhibit A P e32of67 Y a g e 3 of 3 Brandenburg will install a steel barrier around the river portion perimeter of the river water pump station. Brandenburg will remove the pump material equipment from the pump station along with the steel screens. Brandenburg will remove building concrete to an elevation of surrounding grade elevation. The pits of the basements of the pump station will be filled with broken concrete, building brick, and rocks to the surround grade elevation. The water tunnels from the pump station to the boiler buildings will be filled with a Rowable concrete material.After the pump building and the tunnels are backfilled, the steel barrier previously installed in the river will be removed. Coal Storage Area The railroad tracks and ties will be removed from the coal storage area utilizing a track loader. Once the tracks have been removed, laborers equipped with torches shall cut the tracks into manageable sized pieces for loading onto trucks for off-site recycling. Aboveground/Undernround Storane Tanks Brandenburg shall remove all above ground tanks, including pipe racks, support?., and appurtenances utilizing a hydraulic excavator equipped with a hydraulic shear to cut the existing piping, tank, and appurtenances. Scrap steel shall be segregated, loaded, and hauled off site to a steel recycler. Brandenburg will then remove the tank dike walls down to surrounding grade elevation or top of tank slab. The Tank Ring foundations shall remain in place. Brandenburgwill remove all below grade tanks, pumps and befow grade product lines. The tanks will be emptied by conventional means. A hydraulic excavator will be used to excavate and remove the tanks. Brandenburg will utilize onsite concrete as backfill material for the areas affected by the removal efforts. Backfill shall be placed and rough graded to the top of the elevation of the surrounding grade. Glen Lyn Power Plant Glen Lyn, Virginia Exhibit A Pa e 33 of 67 February 4,301 1 Glen Lyn Power Plant Recommendations Brandenburg recommends the following be performed prior to any environmental or demolition work at the site: I . Prepare a detailed environmental survey that includes the following: a. An asbestos survey b. A lead paint survey c. A universal waste survey d. A survey of PCB containing equipment 2. Collect all MSDS Sheets for the site 3. Research and prepare a site utility drawing depicting all incoming and outgoing utility lines. Exhibit A Page 34 of 67 Kanawha River Plant London, West Virginia Conceptual Estimate February 4, 2011 Exhibit A Page 35 of 67 American Electric Power Company Kanawha River Plant GLASGOW, W Dismantling Information February 4,2011 KANAWHA RIVER AEP POWER PLANT CONCEPTUAL DEMOLITION PLAN DEFINITIONS: Concrete Debris Concrete stacks, cooling towers, and floor slabs (estimated 6,549 cubic yards) Construction I Demolition Debris Any solid waste resulting from the construction. remodeling, repair, or demolition of structures. Such wastes may include, but not limited to; roof material/drywall/ceilingtiles/fiberghss (estimated 2,656 yards) railroad ties (estimated 3,733 ties) Contractor The individual, partnershipor corporation with which AEP Company enters into a contract to perform all of the work described in the Specification. Contract A purchase order placed by Purchaser and accepted by Contractor, together with this Specification and all other documents referred to in such purchase order, or a formal contract executed by Purchaser and Contractor, together with this Specificationand all other documents referred to in such formal contract. Engineer The Engineer or his authorized representativedesignated by AEP Company to be assigned to this contract Fill Material Material to be used to bring area to grade. Greases Any used or unused greases or waste containing grease. Hazardous Waste Hazardouswaste as defined in 40 CFR 261.3 or as define in any applicz le state regulation HAZMATs Any hazardous, toxic or regulated substance controlled under RCRA, CERCLA or any other Federal, State, or Local law, statute, regulation or ordinance pertaining to the handling, transportation,or disposal of any controlled substance. MSDS DismantlingConceptual Specification Page I Exhibit A Page 36 of 67 Material Safety Data Sheet. Non-Ferrous Scrap (estimated 180,000 Ibs) All non-ferrous scrap such as copper or brass (estimated 180,000 Ibs) Oils (estimated 30,000 gallons) Any used or unused hydraulic, lubrication, rolling, waste or other such oil or oily waste. OSHA Occupational Safety and Health Act and amendments thereto. PCBS Polychlorinated By-phenols (plant personnel verified that there are no PCB's present at the site). Process Materlals Any raw materials, blended raw materials, recyclable process generated dusts (such as flue dust), fly ash, ash slurry and etc. SCR Unit Selective Catalytic Reduction Unit Scrap Ferrous (estimated 7,784 tons) All ferrous scrap designated by the Engineer to be suitable for melting at a steel processing plant. Structural Removal As in the Specification, shall mean all work of every nature described herein, implied herein, or necessary to complete the work described or implied herein. AEP Company American Electric Power Company Dismantling Conceptual Specification Page 2 Exhibit A Page 37 of 67 American Electric Power Company Kanawha River Plant GLASGOW, WV Information Sheets Dismantling Information February 4,2011 KANAWHA RIVER 1. GENERAL SCOPE OF WORK 1.1. The work to be performed under the terms of this specification shall consist of the dismantling and removal of all facilities, machinery, equipment, all associated structures, foundations, debris, hazardous substances and hazardous waste as directed by the Engineer. Upon completion each dismantling site shall be left in a neat, clean, safe condition. 1.2. Work under this specification shall be performed in accordance with the terms and conditions of the Contract, entered into between AEP Company and the Contractor, and in accordance with all EPA, OSHA, Federal, State, County, and Local laws, statutes, ordinances, and regulations. 1.3. The Contractor shall perform all utility disconnection andlor relocation work which is necessary to complete the proposed dismantling and removal work, without disrupting active utilities. 1.4. The Contractor shall perform all excavation, back-filling, construction and closure work which is necessary to complete the proposed dismantling work. 1.5. The Contractor shall provide all labor, materials, equipment, services and pay all necessary taxes, in addition to securing all required permits, to perform the dismantling. 1.6. The Contractor is responsible to clean up and dispose of any and ail materials which are generated as a result of a spill caused by the Contractor, or which are generated as a result of the improper handling of any materials by the Contractor. This includes Hazardous Substances, HazardousWaste, Special wastes, Nonprocess Debris, Demolition Debris, and combustible materials. 1.7. The existing 132KV switch yard and the 330KV switch yard shall remain intact following the razing efforts. 2. FACILITY DISMANTLEMENTAND RELATED WORK 2.1. Perform the environment abatement of the following: 2.1.1. HAZMAT sweep of structures, tanks and pipe in Unit 1 and 2 Boiler area 2.1.2. Remove Units 1 and 2 fluorescent light bulbs, PCB ballast, mercuryvapor light, HID vapor lights and mercury containing instruments. 2.1.3. Remove office, storage and maintenance building fluorescent light bulbs, PCB ballast, mercury DismantlingConceptual Specification Page 3 Exhibit A Page 38 of 67 vapor light, HID vapor lights and mercury containing instruments. 2.1.4. 2.2. Remove the screen house building fluorescent light bulbs. PCB ballast, mercury vapor light, HID vapor lights and mercury containing instruments. Perform the building dismantling,equipment removal, concrete removal to surrounding grade elevation of the following. 2.2.1. Unit 1 boiler building, turbine generator building, precipitator,office and maintenance building, coal conveyor. 2.2.2. Unit 2 boiler building, turbine generator building, precipitator, office and maintenance building, coal conveyor, and the Unit 1 & 2 steel smoke stack. 2.2.3. The screen house located on the Kanawha River south of Unit #I 2.2.4. The guard house and associated concrete slab 2.2.5. The existing railroad rails and ties (approximately 1.2 miles of track) 2.2.6. The two (2) condensate storage tanks located to the east of the existing turbine building 2.2.7. The dry fly ash silos located on the northwest side of the existing site, and the fly ash pumping station. 2.2.8. The multiple single story maintenance, storage and office buildings located throughout the existing site. 2.2.9. The coal conveyor(s). barge unloading station, and coal transfer stations. 2.2.10. The fire truck building located on the north side of the existing plant. 2.2.11. The steel sheet piling located on both sides of the discharge flume on the south side of the #1 Turbine building. 2.2.12. The concrete dock river cells shall have the sheet piling, and the concrete cap removed. 3. WORK BY CONTRACTOR The Contractor Shall: 3.1. Furnish all supervision, labor, materials, tools, supplies and equipment necessary to perform the work, including dismantling and removal of all the facilities, equipment, structures, etc. noted herein with the exception of specific structures which are designated in this Specificationto remain. 3.2. The existing coal shall be consumed and / o r removed by the Owner prior to the commencement of the razing efforts. 3.3. Furnish on the site, during the performance of the work, an experienced supervisor who shall be duly authorized to represent and act for the Contractor in all matters pertaining to the work covered by this Specification. 3.4. Provide all written instructions, orders, and other communications delivered to the Contractor's construction office shall be considered as having been delivered to the Contractor himself. 3.5. Develop detailed written demolition plans for each area to be dismantled, and submit them to the Engineer for his review prior to the Start of work in an area. Such plans shall include, but limited to: 3.5.1. A detailed and complete schedule for the performance of the work 3.5.2.A survey ofeach area, identifying all materials to be disposed of other than scrap and equipment. Dismantling Conceptual Specification Page 4 Exhibit A Page 39 of 67 3.5.3. Identification and protection of demolition areas. 3.5.4. Termination and/or relocation of ut 3.5.5. Handling and disposal of hazardous wastes and materials. 3.5.6. Handling and disposal of oils and greases. 3.5.7. Handling and disposal of non-hazardous debris and materials. 3.5.6. Fire prevention and protection. 3.5.9. Handling and storage locations for ferrous and non-ferrous scrap. 3.5.10. Method of demolition and/or equipment removal. 3.5.11. Clean-out, breaking open, and filling of basements, pits, and tunnels. 3.5.12. Final grading and restorationof demolition site. 3.6. Clear each site of existing equipment, structures, and material designated to be removed. Each site will be left in a neat, clean, safe condition in conformity with all applicable Federal, State, or Local laws, statutes and/or regulations, including but not limited to CAA, OSHA, RCRA. SARA, TSCA. and/or CERCLA. The finished condition of each site will be approved by the Engineer. 3.7. Remove all structures down to final grade except where otherwise noted. Final grade will generally be the adjacent grade surrounding the facility to be removed. The removal of concrete & debris and grading will be done concurrent with the demolition work. As one area is cleared of structures, the required concrete removal work in that area will be done simultaneously with the demolition of structures in the next area of work. If the Contractor breaches the provisions of this section AEP Company reserves the right, in AEP Company's sole opinion, to stop the Contractor from doing further demolition until the concrete and debris removal is current. 3.8. Perform all material removal work in accordance with all applicable Federal, State, and/or Local rules, regulatins andlor ordinances, which is necessary to complete the proposed removal work. 3.9. Perform all utility, telecommunications and telemetering disconnection and/or relocation work which is necessary to complete the proposed removal work. 3.10. Prior to beginning demolition of any facility Contractor shall ascertain that no live utilities remain in the facility and identify and locate all underground utilities. It shall be the Contractor's exclusive responsibilityto determine that all utility systems in each area remain isolated from active utility systems. 3.11. Perform all excavation, back-filling, and construction which is necessary to complete the proposed dismantling and removal work. 3.12. Remove all debris generated as a result of the proposed removal work. 3.13. Break the floors of all pits, trenches and depressions sufficiently to provide drainage and to prevent the accumulation of water within the underground structure. 3.14. Tunnel and basement roof structures which do not support structures designated to remain and which are located less than 3 feet below finish grade elevation will be broken in. Said tunnel excavations will be filled with fill materials approved by the Site Engineer up to finish grade elevation. 3.15. Properly drain and capture all contents of pipelines prior to dismantling any pipelines. 3.16. Empty and shovel clean all pits, sumps, basements, and depressions to the satisfaction of the Engineer. Areas will be inspected by the Site Engineer prior to filling. Any pits, sumps, basements or depressions in contact with a hazardous waste or PCB shall be decontaminated in accordance with any applicable Federal andlor State rules and/or regulations. Dismantling Conceptual Specification Page 5 3.17. Exhibit A Page 40 of 67 Back-fill all pits, sumps, and depressions up to existing grade. Each site shall be rough graded and left in a neat, clean. safe condition. Contractor will use fill material approved by the Engineer. The final six inches of fill shall be other select fill material approved by the Engineer. 3.18. Furnish all fill material in accordance with the Specification. If the work activity generates more fill material than needed, the Contractor shall pay for the transportation and disposal off site. If the work activity is fill negative, the Contractor shall pay for the purchase and transportation of required fill to the site. Such purchased material shall be approved by the Site Engineer. 3.19. Furnish portable sanitary facilities and drinking water for Contractor's personnel in areas of removal 3.20, Furnish electric power and temporary lighting in those areas of removal where active utilities are not available. 3.21. Provide adequate protective barriers for open pits, holes and depressions,as a result of the equipment removal work, until they are properly backfilled. Ternporaly barricades shall conform to all applicable Federal, State and Local, rules and regulations or standards including, but not limited to OSHA. 3.22. Remove above ground utility support systems such as poles, structural steel towers or guy wires which have been designated to be removed by the Engineer. 3.23. Remove and scrap all tanks, including supporting steel and concrete structures. Prior to removal work Contractor shall remove the contents of each tank, drain each tank and othewise purge each tank in accordance with all applicable rules or regulations to render them safe for removal. Notify Engineer of any potentially contaminated soils. Remove of these tanks shall conform to all applicable Federal, State, and Local laws, statutes, regulations or ordinances. 3.24. Secure the approval of local Fire Department for the Fire Prevention Plan. Contractor shall meet with representativesof the Fire Department prior to commencement of work on each facility. Prior to the commencement of removal work, Contractor shall inspect all fire hydrants in the work area and shall notify the Engineer of those that are not in good operating condition. 3.25. Provide fire extinguishers and fire hoses as required to immediately control any fires resulting from the work. Implement all fire prevention measures as directed by the Fire Department. Measures required by Fire Department may include, but will not be limited to, the maintenance of pressurized tire hoses at each removal site. 3.26. Attend a safety meeting with AEP Company's representatives prior to starting work in each facility or designed area. 3.27~ Furnish all temporary or permanent supports or protective devices which are necessary to preserve active pipes, electrical lines or other structures which AEP Company designates to remain in place. 3.28. Abide by AEP Company Contractor Safety Responsibilities, AEP Company Energy Control-Lockoutand Tryout Rules, as well as all Federal. State, and Local regulations. 3.29. Secure the Engineer's approval prior to using any railroad track or mobile crane movements to or from the dismantling site. 3.30. Schedule rail movements, order all railroad cars and be solely responsible for demurrage charges resulting from the Contractor's operations. 3.31. Where Contractor removes railroad track, the Contractor shall remove all wooden and concrete ties, and load and transport them to an approved disposal site approved by the Engineer. Contractor shall be responsible for the cost of all removal, loading. transportation, and disposal of such material. 3.32 HAZARDOUS WASTE HANDLING AND DISPOSAL 3.32.1. Contractor shall provide all supervision, labor, consumable materials. tools, equipment, Dismantling Conceptual Specification Page 6 Exhibit A Page 41 of 67 documentation, services and permits required to identify, remove and load any hazardous waste located in, adjacent to or forming a part of the equipment designated for removal. Contractor shall be responsibleto perform all in-plant handling of such materials, including, but not limited to removal, loading, and in-plant transportation. Hazardouswaste removal work shall include, but is not necessarily limited to, the work described herein. 3.32.2. Contractor is required to secure samples of all materials, which are suspected of being a hazardous waste, located in the areas defined in this Specification. Samples shall be collected in accordance with all applicable regulations. Contractor shall deliver all samples of suspected hazardous waste to the Engineer. AEP Company shall secure required analyses of all such samples. 3.32.3. Prepare a complete written hazardous waste removal plan for each work site that will be submitted to the Engineer for his review prior to the start of work in an area. 3.32.4. Contractor shall provide all respirators, protective clothing and equipment required to protect all personnel associated with the handling or removal of any Hazardous Wastes. All said respirators, protective clothing and equipment shall conform to all applicable rules, regulations and standards, including but not limited to OSHA. 3.32.5. Employ only competent persons, trained, knowledgeableand qualified in the techniques of handling and disposal of hazardous wastes and subsequent cleaning of contaminated areas. Employees who perform hazardous waste removal work shall possess current, valid licenses as required by any government agency having jurisdiction over the work. Perform all hazardous waste removal in strict accordance with all applicable Federal, State and Local laws, statutes, ordinances and regulations. Contractor shall provide timely and accurate notification in accordance with all Federal, State and Local laws, statutes, regulations and ordinances. 3.32.6. Contractor shall post all appropriate warning signs at each work area, as is required by applicable regulations. 3.32.7. Maintain complete and accurate records of ail removal activities in accordance with all Federal, State, and Local laws, statutes, regulations and ordinances. Contractor shall submit copies of all such records to AEP Company on a weekly basis. 3.32.8. Perform personal monitoring as necessary to assure the safety of all persons associated with the removal of hazardous wastes and as required by Federal, State, and Local laws, statutes, regulations and ordinances. If so required, Contractor shall perform environmental air monitoring in the area of each location where hazardous waste removal work is performed. Environmental air monitoring shall comply with applicable Federal, State, and Local laws, statutes, regulationsand ordinances. 3.32.9. AEP Company shall be responsible for disposal, the method of disposal and the disposal site for all identified hazardous waste. Contractor shall load all such wastes into trucks or containers provided by AEP Company. 3.33. CONSTRUCTION / DEMOLITION WASTE 3.33.1. Contractor is required to perform the work described herein in a manner that will separate construction / demolition waste from ferrous scrap, combustible waste, non-ferrous scrap, ferrous scrap, process demolition waste, oils and greases, hazardous wastes, and all other materials. 3.33.2. Contractor shall identify all quantities of construction / demolition waste to the Engineer. The Engineer shall positively identify all such materials as being construction / demolition waste. 3.33.3. For all materials which have been positively identified by the Engineer as construction /demolition waste, Contractor shall use such materials as clean fill in locations approved for filling by the Engineer. Dismantling Conceptual Specification Page 7 Exhibit A Page 42 of 67 3.33.4. Contractor shall be responsible to perform all in-plant handling of such materials, including, but not limited to, screening, separation, from other materials, loading, crushing and transportation. 3.33.5. Contractor shall be responsible for any costs that are incurred as a result of his handling construction / demolition waste, including, but not limited to, sampling, analysis, permit applications, loading, on and off-site transportation, and disposal at an approved disposal site. 3.34. OILS 3.34.1. Contractor is required to secure samples of all oils and oily wastes located in the areas defined in this Specification. Samples shall be collected in accordance with all applicable regulations. 3.34.2. AEP Company shall secure analyses required by the applicable regulations, or by the disposal facility, of all such samples, including. but not limited to, analysis for PCB contamination. 3.34.3. For all oils which have been positively identified as being free of PCB contamination (&e.less than 50 ppm), Contractor shall be responsible to perform all handling of such materials, including, but not limited to, removal, clean up, loading and transportation. 3.34.4. Contractor shall be responsible to pay for fees to dispose of all oils and oily waste in accordance with all applicable regulations. The Engineer shall approve all methods of disposal and disposal sites for all oils and oily waste. 3.35. GREASES 3.35.1. Contractor is required to secure samples of all greases and wastes containing grease located in the areas defined in this Specification. Samples shall be collected in accordance with all applicable regulations. 3.35.2. AEP Company shall secure analyses required by the applicable regulations, or by the disposal facility of all such samples. 3.35.3. Contractor shall be responsibleto perform all handling of such materials, including, but not limited to, removal, clean up, loading, and transportation. 3.35.4. AEP Company shall be responsible for the disposal of all special and hazardous greases and waste containing greases in accordance with all applicable regulations. 3.36. PROCESS MATERIALS 3.36.1. Contractor is required to perform the work described herein in a manner that will separate process demolition debris from ferrous scrap, combustible debris, non-ferrous scrap, construction / demolition waste, oils and greases, hazardous wastes, and all other materials. 3.36.2. Prior to the start of demolition in an area, Contractor shall identify all quantities of process materials to the Engineer. The Engineer shall positively identify all such materials as being process materials. 3.37. PCBs AND EQUIPMENT CONTAINING PCBs 3.37.1. Prior to dismantling, Contractor shall conduct a survey of each dismantling area to locate and identify any electrical or hydraulic equipment which has not been clearly identified as being free of PCB contamination and, therefore, may contain PCBs. Contractor shall provide the Engineer with the location and description of any surveyed equipment which may contain PCBs. Where so directed by AEP Company, Contractor shall provide AEP Company with a sample of the oil contained in the piece of equipment. AEP Company will secure analysis and provide Contractor with the written results. Dismantling Conceptual Specification Page 8 Exhibit A Page 43 of 67 3.37.2. Prior to dismantling the facility, the Contractor shall remove, intact each piece of PCB contaminated equipment. Contractor shall transport said PCB equipment to AEP Company's designated PCB storage facility. Contractor shall schedule and coordinate said deliveries with the Engineer. Alternatively, at the direction of the Engineer, Contractor shall load PCB equipment onto vehicles provided by AEP Company. Contractor shall schedule and coordinate said loading with the Engineer. Contractor shall schedule and coordinate the pumping and removal of PCB dielectric fluid from transformers prior to loading when so directed by the Engineer. 3.37.3. AEP Company shall be responsible for the disposal of all PCB equipment and fluids. 3.38. PIPING SYSTEMS 3.38.1. Prior to the commencement of dismantling work, Contractor shall identify,plan and perform all piping shutoffs, disconnections, and relocation work necessary to complete the work specified in a safe, orderly manner. 3.38.2. Piping shall be purged (where necessary) and shall be removed to a point of origin as designated by the Engineer. 3.38.3. Contractor shall submit plans, procedures and working drawings showing design details for all piping work to the Engineer for review. Contractor shall secure the Engineer's review of all designs, plans and procedures prior to the commencement of work The correctness of the design shall remain the Contractors responsibility. 3.38.4. Contractor shall provide all supervision, labor, materials, tools and equipment necessary to complete all piping work required for the work as specified herein. Contractor shall be responsible for the identificationof all piping construction, disconnection and relocation work which will be required to complete all work specified herein. 3.38.5. Contractor shall perform all piping construction, disconnection and relocation work using methods which will not Interrupt AEP Company's ongoing operations. 3.38.6. Secure the Engineer's permission prior to any utility outage. In the absence of the Engineer's approval of Contractor's proposed outage, Contractor shall perform the proposed work on live pressurized lines. 3.39. ELECTRICAL SYSTEMS 3.39.1. Prior to the commencement of dismantling work, Contractor shall identify, plan and perform all electrical shutoffs. disconnections, and relocation work necessary to complete the work specified in a safe and orderly manner. 3.39.2. Conduit, cable, wireways, and buss shall be removed to a point of origin as designated by the Engineer. 3.39.3. Contractor shall submit plans, procedures and working drawings showing design details for all electrical and related work to the Engineer for review. Contractor shall secure the Engineees review of all designs prior to the commencement of work. The correctness of design shall remain the Contractor's responsibility. 3.39.4. Contractor shall provide all supervision, labor, materials, tools and equipment necessary to complete all electrical, telecommunication and telemetering work required for the dismantling work specified herein. Contractor shall be responsible for the identification of all electrical, telecommunicationand telemetering construction, disconnectionand relocation work which will be required to complete all work specified herein. 3.39.5. Contractor shall perform all electrical construction, disconnection and relocation work using methods Dismantling Conceptual Specification Page 9 Exhibit A Page 44 of 67 which will not interrupt AEP Company's ongoing operations. 3.39.6. Contractor shall secure the Engineer's permission prior to any utility outage. In the absence of the Engineer's approval of Contractor's proposed outage, Contractor shall perform the proposed work on live energized lines. 4. WORK BY PURCHASER: AEP Company Shall: 4.1. Provide Material Safety Data Sheets (MSDS) in accordance with OSHA 'Right to Know" regulations for each substance listed under said regulations. 4.2. Provide, where available, utility services such as 460 Volt, 3 phase, 60 Hz power, 250 Volt DC current, potable water, oxygen, compressed air, or natural gas, which are deemed available by AEP Company. Contractor may, at his own expense and approval of the Engineer, make necessary connections provided there is no interruption to normal production operations. AEP Company assumes no responsibilityor liability for loss of, or damage to, the equipment or materials of the Contractor or his subcontractors. Contractor will pay charges that may be assessed. The assessment of charges and/or the availability of utilities may change through the course of the contract as determined. 4.3. Provide existing railroad tracks, railroad tracks sidings, and roadways on plant site, if available, for Contractor's use when and where the Engineer may designate. Contractor shall keep traffic lanes free of congestion so as to avoid interferencewith normal plant operations. 4.4. Provide one copy of all available drawings necessary for the completion of the work specified. These drawings are to be used by the Contractor for reference only in the performance of the work. Said drawings are not to be construed as a complete description of the Scope of Work, nor as fully depicting existing conditions. Additional copies may be purchased by Contractor through the Purchaser. 4.5. Approve the selection of all subcontractors before they will be allowed to enter the job site and perform work. Subcontractors are subject to ail applicable terms and conditions contained herein. 4.6. Provide written releases for the demolition of each specific area or facility as identified in the Schedule of Values. Demolition shall not commence without the receipt of said release. 4.7. Assign to Contractor ownership of each facility to be dismantled. The assignment shall include: 4.7.1. All ferrous and non-ferrous scrap resulting from the dismantling work 4.7.2. All ferrous and non-ferrousscrap located within each dismantling area as identified by Engineer during the site visitation. 4.7.3. Spare parts andlor spare equipment 4.7.4. All railroad track designated for removal. 4.7.5. All vehicles and mobile equipment located within each dismantling area as identified in the Specification. AEP Company will maintain ownership of all real estate 4.0. 5. Asbestos 5.1. 6. This conceptual estimate does not include the cost for removal or disposal of any asbestos containing materials. Landfill 6.1. This conceptual estimate does not include the cost for the closing I capping of any existing landfills. Dismantling Conceptual Specification Page 10 Exhibit A Page 45 of 67 7. Ash Pond / Fly Ash Pond 7.1. 8. This conceptual estimate does not include the cost for any water filtering, discharge, or capping of any existing ash ponds. Pricing 8.1. Demolition and environmental abatement of Unit 1, 2, structures, equipment, stack, buildings, railroad tracks and tanks: General Conditions 8.1.2. Environmental 8.1.3. Unit I 8 2 Demolition 8.1.4. Fly Ash Silos 8.1.5. Miscellaneous Demolition 8.1 6. Stacks ToDsoil and Seed 8.1.9. Total - Dismantling Conceptual Specification $505,056.00 $443,679.00 - 8.1.8. Scrap Revenue $2,084,834.00 - $557,638.00 $28,789.00 Precipitators - $50,000.00 - 8.1.7. - $190,543.00 - - Total Cost $4,026,178.00 Page 1 1 - 8.1.1. $15,968.00 - $149.671.00 $1,941,344.00 Brandenburg, Industrial Service Company 2625 S. Loomis Chicago, IL 60608 Phone (312)326-5800 FAX (800)780-7313 www.brandenburg.com Exhibit A Page 46 of 67 Brandenburg, Methodolow General Project Consistent Activities The following details Brandenburg's methodology in order to compiete the scope of work safely and in a cost effective manner for the decontamination and demolition of the AEP Kanawha River Power Plant. Mobilization will include bringing equipment on-site, set-up of hydraulic excavators, loaders, unloading of manlifts. bobcats, portable decontamination trailer, job tool and supply box, and the job office/break box. Brandenburg will conduct a utility verification walk through on each building and/or work area in order to substantiate that all utilities servicing the removal area have been cut, capped, and / or air-gapped prior to proceedingwith the removal efforts. During this verification, the color coding of all structures, buildings and tanks will also be verified as painted green and ready for removal. This task will be followed by environmentalwork including; gathering, staging and packaging of any loose chemicals and/or oils remaining in the buildings, and removal of light bulbs and ballasts. Once these tasks are complete, Brandenburg will perform a final walk through and complete a facility assessment report that signs off that the utility disconnection/isolation work, the environmental decommissioning and abatement work are complete and the building or structure is ready for demolition. Brandenburg will request the AEP representative to verify this facility assessment and sign the assessment form that concurrence is given to perform the demolition. Brandenburg will install geo-textile fabric over catch basins and / o r sewer inlets within the demolition areas scheduled to remain in order to keep material from flowing into the existing system during the removal efforts. Following this preparatory work, the buildings and structures will be demolished. Work specific to each Building or Structure is discussed below. Boiler Unit 1, Unit 2, and PreciDitators Barricades consisting of snow fence and caution or danger tape will be placed at entry areas of the building to limit access into the building. Barricade tags obtained through the AEP representativewill be complete and attached to the barricade fencing at points of egress. Brandenburg crews will next "sweep" the units looking for loose chemical containers and remove, stage and package the materials to ready them for disposal. All light bulbs, light ballasts, and self-illuminating exit signs will then be taken down, packaged and staged. Brandenburg crews will access the lights within the units off of A-frame step ladders, lights and ballasts will be carefully removed by hand and through the use of small hand tools as necessary Manlifts may be used if lights or other regulated materials are present at elevations higher than safely accessible with the ladders. Generally the crew will work in pairs with one person working on the ladder and a ground person retrieving the bulb or ballast after removal to place in a storage container. Following the removal of all regulated materials, Brandenburg will prepare for the demolition Brandenburg will use a hydraulic excavators equipped with a grapple or shear in order to raze the existing structure in a controlled manner. The building structure will be wetted with a fire hose throughout the Kanawha River Power Plant London, West Virginia Brandenburg, IndustrialService Company 2625 S. Loomis Exhibit A Page 47 of 67 Page 2 of 4 Chicago, IL 60608 Phone (313)326-5800 FAX (800)780-7313 demolition effort to control dust emissions. The building debris (C&D) will be placed in a stock pile as the building is being demolished. As the material accumulates it will be loaded via a CAT 980 wheel loader into a Brandenburg trailer and transported to the landfill for disposal. Each load will have a separate bill of lading or manifest associated with the load. These tickets will be kept in the log book at the Brandenburg office area and a concurrent log will be completed to track out going waste volumes. The basement floor slabs will be cracked for drainage and filled. Existing grade will be determined at the perimeter of the existing structure. Removal of above grade concrete will be accomplished with the excavator equipped with a bucket, concrete processor or hydraulic breaker. Continued misting of the work area with water will be performed to control dust emissions. Scrap steel shall be segregated, loaded, and hauled off site to a steel recycler. Brandenburg will utilize onsite concrete as backfill material for the area affected by the removal efforts Backfill shall be placed and rough graded to the top of the elevation of the surrounding grade. OfficeMlarehouse/Support Buildinqs Brandenburg crews will next "sweep" the building looking for loose chemical containers and remove, stage and package the materials to ready them for disposal. All light bulbs, light ballasts, and self-illuminating exit signs will then be taken down, packaged and staged. Brandenburg crews will access the lights within the building off of A-frame step ladders, lights and ballasts will be carefully removed by hand and through the use of small hand tools as necessary. Generally the crew will work in pairs with one person working on the ladder and a ground person retrieving the bulb or ballast after removalto place in a storage container, Followingthe removal of all regulated materials, Brandenburg will prepare for the demolition. Brandenburg shall utilize skid steers equipped with biter buckets placed inside of the existing structureto remove the remaining combustible materials from the structure. These materials shall be removed from the building by way of an access opening within an existing exterior wall. Said opening shall be large enough for the easy ingress and egress of the skid steers operating within the structure. Once the material is outside of the existing structure, Brandenburg shall load and transport the waste to the landfill. A combination of a CAT 980 wheel loader and the Bobcat Skid Steer Loaders will be used to load the trucks. Following, the interior strip out of the existing structure, Brandenburg shall begin the structural removal efforts. Brandenburg will utilize one or two Leibherr 954 hydraulic excavators equipped with whip hammers, hydraulic shears, grapples, and lor hydraulic hammers in order to raze the existing structure in a controlled manner. The excavating equipment will "bite" into the structure and pull the building apart. The scrap steel material will be pulled from the building and separated from the building debris. The debris will be loaded into Brandenburg trucks for shipment to the landfill. As the building is removed, an area may be established for hot work in order to size snme of the structure steel or other heavy steel. The steel will be eventually be loaded and shipped off site to a scrap steel recycler. Brandenburg will utilize onsite concrete as backfill material for the areas affected by the removal efforts. Backfill shall be placed and rough graded to the top of the elevation of the surrounding grade. Precipitator Stack Kanawha River Power Plant London, West Virginia Brandenburg, Industrial Sewlce Company 2625 S. Loomis Chicago. IL 60608 Phone (313)326-5800 FAX (800)780-7313 Following the completion of demolition of Boiler Unit 1 and Unit 2 and all supporting building structures, tanks, conveyors and equipment, Brandenburg crews will implode the stack. Brandenburg crews will go through the structure area performing the initial walk through to verify that the utilities have been disconnected, isolated or air gapped. Followingthe walk through, barricades consisting of snow fence and caution or danger tape will be placed at entry areas of the structure to limit access. Once the steel structure is imploded, Brandenburg will segregate the scrap steel from the gunite material. The steel will be loaded and shipped off-site to a scrap recycler. Barqe Coal Unload Station, Conveyors, Transfer Buildinas Brandenburg crews will next "sweep" the building looking for loose chemical containers and remove, stage and package the materials to ready them for disposal. All light bulbs, light ballasts, and self-illuminating exit signs will then be taken down, packaged and staged. Brandenburg crews will access the lights within the building off of A-frame step ladders, lights and ballasts will be carefully removed by hand and through the use of smatl hand tools as necessary. Generally the crew will work in pairs with one person working on the ladder and a ground person retrieving the bulb or ballast after removal to place in a storage container. Following the removal of all regulated materials, Brandenburgwill prepare for the demolition. Brandenburg will utilize one or two Leibherr 954 hydraulic excavators equipped with hydraulic shears, grapples, and /or hydraulic hammers in order to raze the existing barge coal unloading structure, conveyors and transfer structures in a controlled manner. The excavating equipment will "bite" into the structure and pull the building apart. The scrap steel material will be pulled from the building and separated from the building debris. The conveyors and equipment will be removed from below grade elevation. The concrete ceiling from below grade conveyor structures will be broken out. Broken concrete will be used as fill material in the transfer station basements and conveyor tunnels. The C8D debris will be loaded into Brandenburg trucks for shipment to the landfill. As the buildings are removed, an area may be established for hot work in order to size some of the structure steel or other heavy steel. The steel will eventually be loaded and shipped off site to a scrap steel recycler. AboveqroundlUnderaround Storaae Tanks Brandenburg shall remove all above ground tanks, including pipe racks, supports, and appurtenances utilizing a hydraulic excavator equipped with a hydraulic shear to cut the existing piping, tank, and appurtenances. Scrap steel shall be segregated, loaded, and hauled off site to a steel recycler. Brandenburg will then remove the tank dike walls down to surrounding grade elevation or top of tank slab. The Tank Ring foundations shall remain in place. Brandenburg will remove all below grade tanks, pumps and below grade product lines. The tanks will be emptied by conventional means. A hydraulic excavator will be used to excavate and remove the tanks. Brandenburg will utilize onsite concrete as backfill material for the areas affected by the removal efforts. Backfill shall be placed and rough graded to the top of the elevation of the surrounding grade. Kanawha River Power Plant London, West Virginia lirandenburg, Industrial Service Company 2625 S. Loomis Chicago, IL 60608 Phone (313) 326-5800 FAX (800) 780-7313 Exhibit A P%ql&%pffW Coal Barge Tie Off Piers The coal barge tie off piers located in the Kanawha River near the barge unload station will be removed. The concrete caps on the piers and fill material from inside the pier will be removed by an excavator machine with a claw bucket setting on a river barge. The concrete and loose material will be transferred to the bottom ash ponds and used for stabilization. After removal of material from inside the pier, the steel piling will be removed to the river water base elevation utilizing a sheet piling vibratory extractor. Kanawha River Power Plant London, West Virginia Exhibit A February?,?%% Kanawha River Power Plant Recommendations Brandenburg recommends the following be performed prior to any environmental or demolition work at the site: 1. Prepare a detailed environmental survey that includes the following: a. An asbestos survey b. A lead paint survey c. A universal waste survey d. A survey of PCB containing equipment 2. Collect all MSDS Sheets for the site 3. Research and prepare a site utility drawing depicting all incoming and outgoing utility lines. of 67 Exhibit A Page 51 of 67 Philip Spurn Plant New Haven, West Virginia - - 7 .1 ramqo? Conceptual Estimate February 4, 2011 Exhibit A Page 52 of 67 American Electric Power Company Philip Sporn Plant New Haven, WV Dismantling Information February, 4,2011 PHILIP SPORN AEP POWER PLANT CONCEPTUAL DEMOLITION PLAN DEFINITIONS: Concrete Debris Concrete stacks, cooling towers, and floor slabs (estimated 17,330 cubic yards) Construction I Demolition Debris Any solid waste resulting from the construction, remodeling, repair, or demolition of structures. Such wastes may include, but not limited to; roof material/drywall/ceilingtiledfiberglass (estimated 10,347 yards) railroad ties (estimated 3,800 ties) Contractor The individual, partnership or corporation with which AEP Company enters into a contract to perform all of the work described in the Specification. Contract A purchase order placed by Purchaser and accepted by Contractor, together with this Specification and all other documents referred to in such purchase order, or a formal contract executed by Purchaser and Contractor, together with this Specification and all other documents referred to in such formal contract. Engineer The Engineer or his authorized representativedesignated by AEP Company to be assigned to this contract. Fill Material Material to be used to bring area to grade. Greases Any used or unused greases or waste containing grease. Hazardous Waste Hazardous waste as defined in 40 CFR 261.3 or as defined in any applicable state regulation HAZMATs Any hazardous, toxic or regulated substance controlled under RCRA, CERCLA or any other Federal, State, or Local law, statute, regulation or ordinance pertaining to the handling, transportation, or disposal of any controlled substance. MSDS Dismantling Conceptual Specification Page I Exhibit A Page 53 of 67 Material Safety Data Sheet. Non-Ferrous Scrap (estimated 550,000 Ibs) All non-ferrous scrap such as copper or brass (estimated 550,000 Ibs). Oils (estimated 80,000 gallons) Any used or unused hydraulic, lubrication, rolling, waste or other such oil or oily waste. OSHA Occupational Safety and Health Act and amendments thereto. PCBs Polychlorinated By-phenols (plant personnel verified that there are no PCBs present at the site). Process Materials Any raw materials, blended raw materials, recyclable process generated dusts (such as flue dust), fly ash, ash slurry and etc. SCR Unit Selective Catalytic Reduction Unit Scrap Ferrous (estimated 35.960 tons) All ferrous scrap designated by the Engineer to be suitable for melting at a steel processing plant. Structural Removal As in the Specification, shall mean all work of every nature described herein, implied herein, or necessary to complete the work described or implied herein. AEP Company American Electric Power Company Dismantling Conceptual Specification Page 2 Exhibit A Page 54 of 67 American Electric Power Company Philip Sporn Plant MASON COUNTY, WV Information Sheets February 4,2011 Dismantling Information PHILIP SPORN PLANT 1. GENERAL SCOPE OF WORK 1.1. The work to be performed under the terms of this specification shall consist of the dismantling and removal of all facilities, machinery, equipment, all associated structures, foundations, debris, hazardous substances and hazardous waste as directed by the Engineer. Upon completion each dismantling site shall be left in a neat, clean, safe condition. 1.2. Work under this specification shall be performed in accordance with the terms and conditions of the Contract, entered into between AEP Company and the Contractor, and in accordance with all EPA, OSHA, Federal, State, County, and Local laws, statutes, ordinances, and regulations. 1.3. The Contractor shall perform all utility disconnection and/or relocation work which is necessary to complete the proposed dismantling and removal work, without disrupting active utilities. 1.4. The Contractor shall perform all excavation, back-filling, and construction which is necessary to complete the proposed dismantling work. 1.5. The Contractor shall provide all labor, materials, equipment, services and pay all necessary taxes, in addition to securing all required permits, to perform the dismantling. 1.6. The Contractor is responsible to clean up and dispose of any and all materials which are generated as a result of a spill caused by the Contractor, or which are generated as a result of the improper handling of any materials by the Contractor. This includes Hazardous Substances, HazardousWaste, Special wastes, Nonprocess Debris, Demolition Debris, and combustible materials. 2. FACILITY DISMANTLEMENTAND RELATED WORK 2.1, Perform the environment abatement of the following: 2.1.1. Vacuum, transport and dispose of dust accumulations inside area of Unit 5 Boiler 2.1.2. HAZMAT sweep of structures, tanks and pipe in Unit 5 Boiler area 2.1.3. Remove Units 5 fluorescent light bulbs, PCB ballast, mercuryvapor light, HID vapor lights and mercury containing instruments. 2.1.4. HAZMAT sweep of structures, tanks and pipe in Unit 1, 2 , 3, and 4 Boiler area Dismantling Conceptual Specification Page 3 Exhibit A Page 55 of 67 2.1.5. Remove Units 1, 2, 3, and 4 fluorescent light bulbs, PCB ballast, mercury vapor light, HID vapor lights and mercury containing instruments. 2.2. 2.1 6 Remove office, storage and maintenance building fluorescent light bulbs, PCB ballast, mercury vapor light, HID vapor lights and mercury containing instruments. 2.1.7. Remove the secondary and primary river water pump house building fluorescent light bulbs, PCB ballast, mercury vapor light, HID vapor lights and mercury containing instruments. Perform the building dismantling,equipment removal, concrete removal to surrounding grade elevation of the following. 2.2.1. Unit 1. 2, 3, and 4 boiler building, turbine generator building, precipitators, office and maintenance building, coal conveyor. 2.2.2. Unit 5 boiler building, turbine generator building, precipitators, office and maintenance building, coal conveyor. 2.2.3. Unit 1, 2, 3, and 4 Concrete stack 2.2.4. Unit 5 concrete stack 2.2.5. Condensate water tanks to surround grade elevation. Fill the pits and trenches to surround grade elevation. 2.2.6. The pump house and metal cleaning waste treatment tank 2.2.7. The tractor shed and locomotive house building 2.2.8. The fuel oil storage tanks 2.2.9. The multiple warehouse storage buildings located throughout the site 2.2.10. The Unit 5 Precipitator storage buildings 2.2.11. The concrete fly ash storage silos and vacuum pump house 2.2.12. The scaffold storage building 2.2.13. The three (3) C.W. intake structures and screens 2.2.14. The hazardous waste storage area building 2.2.15. The barge unloading station, coal transfer stations, and coal conveyors 2.2.16. The service building located to the west of existing units 1 and 2 2.2.17. The fire engine house 2.2.18, The existing lab building located to the south of the existing Unit 4 2.2.19. The concrete dock river cells shall have the sheet piling, and the concrete cap removed 3. WORK BY CONTRACTOR The Contractor Shall: 3.1. Furnish all supervision. labor, materials, tools, supplies and equipment necessary to perform the work, including dismantling and removal of all the facilities, equipment, structures, etc. noted herein with the exception of specific structures which are designated in this Specification to remain. 3.2. Furnish on the site, during the performance of the work, an experienced supervisor who shall be duly Dismantling Conceptual Specification Page 4 Exhibit A Page 56 of 67 authorized to represent and act for the Contractor in all matters pertaining to the work covered by this Specification. 3.3. Provide all written instructions, orders, and other communications delivered to the Contractor's construction office shall be considered as having been delivered to the Contractor himself. 3.4. Develop detailed written demolition plans for each area to be dismantled, and submit them to the Engineer for his review prior to the start of work in an area. Such plans shall include, but limited to: 3.4.1. A detailed and complete schedule for the performance of the work. 3.4.2. A survey of each area, identifying all materials to be disposed of other than scrap and equipment. 3.4.3. Identification and protection of demolition areas. 3.4.4. Termination andlor relocation of ut 3.4.5. Handling and disposal of hazardous wastes and materials. 3.4.6. Handling and disposal of oils and greases. 3.4.7. Handling and disposal of non-hazardousdebris and materials. 3.4.8. Fire prevention and protection. 3.4.9. Handling and storage locations for ferrous and non-ferrous scrap. 3.4.10.Method of demolition andlor equipment removal. 3.4.11.Clean-out, breaking open, and filling of basements, pits, and tunnels. 3.4.12.Final grading and restoration of demolition site. 3.5. Clear each site of existing equipment, structures, and material designated to be removed. Each site will be left in a neat, clean, safe condition in conformity with all applicable Federal, State, or Local laws, statutes andlor regulations, including but not limited to CAA. OSHA, RCRA, SARA, TSCA, andlor CERCLA. The finished condition of each site will be approved by the Engineer. 3.6. Remove all structures down to final grade except where otherwise noted. Final grade will generally be the adjacent grade surrounding the facility to be removed. The removal of concrete 8 debris and grading will be done concurrent with the demolition work. As one area is cleared of structures, the required concrete removal work in that area will be done simultaneously with the demolition of structures in the next area of work. If the Contractor breaches the provisions of this section AEP Company reserves the right, in AEP Company's sole opinion, to stop the Contractor from doing further demolition until the concrete and debris removal is current. 3.7. Perform all material removal work in accordance with all applicable Federal, State, and/or Local rules, regulations andlor ordinances, which is necessary to complete the proposed removal work. 3.8. Perform all utility telecommunicationsand telemetering disconnection andlor relocation work which is necessary to complete the proposed removal work. 3.9. Prior to beginning demolition of any facility, Contractor shall ascertain that no live utilities remain in the facility and identify and locate all underground utilities. It shall be the Contractork exclusive responsibility to determine that all utility systems in each area remain isolated from active utility systems. 3.10. Perform all excavation, back-filling, and construction which is necessafy to complete the proposed dismantling and removal work. 3.11. Remove all debris generated as a result of the proposed removal work. 3.12. Break the floors of all pits, trenches and depressions sufficiently to provide drainage and to prevent the Dismantling Conceptual Specification Page 5 Exhibit A Page 57 of 67 accumulationof water within the underground structure. 3.13. Tunnel and basement roof structures which do not support structures designated to remain and which are located less than 3 feet below finish grade elevation will be broken in. Said tunnel excavations will be filled with fill materials approved by the Site Engineer up to finish grade elevation. 3.14. Properly drain and capture all contents of pipelines prior to dismantling any pipelines. 3.15. Empty and shovel clean all pits, sumps, basements, and depressions to the satisfaction of the Engineer. Areas will be inspected by the Site Engineer prior to filling. Any pits, sumps, basements or depressions in contact with a hazardous waste or PCB shall be decontaminated in accordance with any applicable Federal andlor State rules andlor regulations. 3.16. Back-fill all pits, sumps, and depressions up to existing grade. Each site shall be rough graded and left in a neat, clean, safe condition. Contractor will use fill material approved by the Engineer. The final six inches of fill shall be other select fill material approved by the Engineer. 3.17. Furnish all fill material in accordance with the Specification. If the work activity generates more fill material than needed, the Contractor shall pay for the transportation and disposal off site. If the work activity is fill negative, the Contractor shall pay for the purchase and transportation of required fill to the site. Such purchased material shall be approved by the Site Engineer. 3.18. Furnish portable sanitary fac es and drinking water for Contractor's personnel in areas of removal. 3.19. Furnish electric power and temporary lighting in those areas of removal where active ut es are not available. 3.20. Provide adequate protective barriers for open pits, holes and depressions, as a result of the equipment removal work, until they are properly backfilled. Temporary barricades shall conform to all applicable Federal, State and Local, rules and regulations or standards including, but not limited to OSHA. 3.21 Remove above ground utility support systems such as poles, structural steel towers or guy wires which have been designated to be removed by the Engineer. 3.22. Remove and scrap all tanks, including supporting steel and concrete structures. Prior to removal work Contractor shall remove the contents of each tank, drain each lank and otherwise purge each tank in accordance with all applicable rules or regulations to render them safe for removal. Notify Engineer of any potentially contaminated soils. Remove of these tanks shall conform to all applicable Federal, State, and Local laws, statutes, regulations or ordinances. 3.23. Secure the approval of local Fire Department for the Fire Prevention Plan. Contractor shall meet with representativesof the Fire Department prior to commencement of work on each facility. Prior to the commencement of removal work, Contractor shall inspect all fire hydrants in the work area and shall notify the Engineer of those that are not in good operating condition. 3.24. Provide fire extinguishers and fire hoses as required to immediately control any fires resulting from the work. Implement all fire prevention measures as directed by the Fire Department. Measures required by Fire Department may include, but will not be limited to, the maintenance of pressurized fire hoses at each removal site. 3.25. Attend a safety meeting with AEP Company's representativesprior to starting work in each facility or designed area. 3.26. Furnish all temporary or permanent supports or protective devices which are necessary to preserve active pipes, electrical lines or other structures which AEP Company designates to remain in place. 3.27. Abide by AEP Company Contractor Safety Responsibilities, AEP Company Energy Control-Lockout and Tryout Rules, as well as all Federal, State, and Local regulations. Dismantling Conceptual Specification Page 6 Exhibit A Page 58 of 67 3.28. Secure the Engineer's approval prior to using any railroad track or mobile crane movements to or from the dismantling site. 3.29. Schedule rail movements, order all railroad cars and be solely responsible for demurrage charges resulting from the Contractor's operations. 3.30. Where Contractor removes railroad track, the Contractor shall remove all wooden and concrete ties, and load and transport them to an approved disposal site approved by the Engineer. Contractor shall be responsiblefor the cost of all removal, loading. transportation, and disposal of such material. 3.31. HAZARDOUS WASTE HANDLING AND DISPOSAL 3.31.I, Contractor shall provide all supervision, labor, consumable materials, tools, equipment, documentation, services and permits required to identify, remove and load any hazardous waste located in, adjacent to or forming a part of the equipment designated for removal. Contractor shall be responsible to perform all in-plant handling of such materials, including, but not limited to removal, loading, and in-plant transportation. Hazardouswaste removal work shall include, but is not necessarily limited to, the work described herein. 3.31.2. Contractor is required to secure samples of all materials, which are suspected of being a hazardous waste, located in the areas defined in this Specification. Samples shall be collected in accordance with all applicable regulations. Contractor shall deliver all samples of suspected hazardouswaste to the Engineer. AEP Company shall secure required analyses of all such samples. 3.31.3. Prepare a complete written hazardous waste removal plan for each work site that will be submitted to the Engineer for his review prior to the start of work in an area. 3.31.4. Contractor shall provide all respirators, protective clothing and equipment required to protect ali personnel associated with the handling or removal of any Hazardous Wastes. All said respirators, protective clothing and equipment shall conform to all applicable rules, regulations and standards, including but not limited to OSHA. 3.31 5 Employ only competent persons, trained, knowledgeable and qualified in the techniques of handling and disposal of hazardous wastes and subsequent cleaning of contaminated areas. Employeeswho perform hazardous waste removal work shall possess current, valid licenses as required by any government agency having jurisdiction over the work. Perform all hazardous waste removal in strict accordance with all applicable Federal, State and Local laws, statutes, ordinances and regulations. Contractor shall provide timely and accurate notification in accordance with all Federal, State and Local laws, statutes, regulations and ordinances. 3.31.6. Contractor shall post all appropriate warning signs at each work area, as is required by applicable regulations. 3.31.7. Maintain complete and accurate records of all removal activities in accordance with all Federal, State, and Local laws, statutes, regulations and ordinances. Contractor shall submit copies of all such records to AEP Company on a weekly basis. 3.31.8. Perform personal monitoring as necessary to assure the safety of all persons associated with the removal of hazardous wastes and as required by Federal, State, and Local laws, statutes, regulations and ordinances. If so required, Contractor shall perform environmentalair monitoring in the area of each location where hazardous waste removal work is performed. Environmentalair monitoring shall comply with applicable Federal, State, and Local laws, statutes, regulations and ordinances. 3.31.9. AEP Company shail be responsible for disposal, the method of disposal and the disposal site for all identified hazardous waste. Contractor shall load all such wastes into trucks or containers provided by AEP Company. Dismantling Conceptual Specification Page I Exhibit A Page 59 of 67 3.32. CONSTRUCTION / DEMOLITIONWASTE 3.32.1. Contractor is required to perform the work described herein in a manner that will separate construction /demolition waste from ferrous scrap, combustible waste, non-ferrous scrap, ferrous scrap, process demolition waste, oils and greases, hazardous wastes, and all other materials. 3.32.2. Contractor shall identify all quantities of construction/ demolition waste to the Engineer. The Engineer shall positively identify all such materials as being construction / demolition waste. 3.32.3. For all materials which have been positively identified by the Engineer as construction / demolition waste, Contractor shall use such materials as clean fill in locations approved for filling by the Engineer. 3.32.4. Contractor shall be responsible to perform all in-plant handling of such materials, including, but not limited to, screening, separation, from other materials, loading, crushing and transportation. 3.32.5. Contractor shall be responsible for any costs that are incurred as a result of his handling construction / demolition waste, including, but not limited to, sampling, analysis, permit applications, loading, on and off-site transportation, and disposal at an approved disposal site. 3.33. OILS 3.33.1. Contractor is required to secure samples of all oils and oily wastes located in the areas defined in this Specification. Samples shall be collected in accordance with all applicable regulations. 3.33.2. AEP Company shall secure analyses required by the applicable regulations, or by the disposal facility, of all such samples, including, but not limited to, analysis for PCB contamination. 3.33.3. For all oils which have been positively identified as being free of PCB contamination (i.e. less than 50 ppm). Contractor shall be responsible to perform all handling of such materials, including, but not limited to, removal, clean up, loading and transportation. 3.33.4. Contractor shall be responsible to pay for fees to dispose of all oils and oily waste in accordance with all applicable regulations.The Engineer shall approve all methods of disposal and disposal sites for all oils and oily waste. 3.34. GREASES 3.34.1. Contractor is required to secure samples of all greases'and wastes containing grease located in the areas defined in this Specification. Samples shall be collected in accordance with all applicable regulations. 3.34.2. AEP Company shall secure analyses required by the applicable regulations, or by the disposal facility, of all such samples. 3.34.3. Contractor shall be responsible to perform all handling of such materials, including, but not limited to, removal, clean up, loading, and transportation. 3.34.4. AEP Company shall be responsible for the disposal of all special and hazardous greases and waste containing greases in accordance with all applicable regulations. 3.35. PROCESS MATERIALS 3.35.1. Contractor is required to perform the work described herein in a manner that will separate process demolition debris from ferrous scrap, combustible debris, non-ferrousscrap, construction / demolition waste, oils and greases, hazardous wastes, and all other materials. 3.35.2. Prior to the start of demolition in an area, contractor shall identify all quantities of process materials to the Engineer. The Engineer shall positively identify all such materials as being process materials. Dismantling Conceptual Specification Page 8 Exhibit A Page 60 of 67 3.36. PCBs AND EQUIPMENT CONTAINING PCBs 3.36.1. Prior to dismantling, Contractor shall conduct a survey of each dismantling area to locate and identify any electrical or hydraulic equipment which has not been clearly identified as being free of PCB contamination and, therefore, may contain PCBs. Contractor shall provide the Engineer with the location and description of any surveyed equipment which may contain PCBs. Where so directed by AEP Company, Contractor shall provide AEP Company with a sample of the oil contained in the piece of equipment. AEP Company will secure analysis and provide Contractor with the written results. 3.36.2. Prior to dismantling the facility, the Contractor shall remove, intact each piece of PCB contaminated equipment. Contractor shall transport said PCB equipment to AEP Company's designated PCB storage facility. Contractor shall schedule and coordinate said deliveries with the Engineer. Alternatively, at the direction of the Engineer, Contractor shall load PCB equipment onto vehicles provided by AEP Company. Contractor shall schedule and coordinate said loading with the Engineer. Contractor shall schedule and coordinate the pumping and removal of PCB dielectric fluid from transformers prior to loading when so directed by the Engineer. 3.36.3. AEP Company shall be responsible for the disposal of all PCB equipment and fluids. 3.37. PIPING SYSTEMS 3.37.1. Prior to the commencement of dismantling work, Contractor shall identify, plan and perform all piping shutoffs. disconnections, and relocation work necessary to complete the work specified in a safe, orderly manner. 3.37.2. Piping shall be purged (where necessary) and shall be removed to a point of origin as designated by the Engineer. 3.37.3. Contractor shall submit plans, procedures and working drawings showing design details for all piping work to the Engineer for review. Contractor shall secure the Engineer's review of all designs, plans and procedures prior to the commencement of work. The correctness of the design shall remain the Contractors responsibility. 3.37.4. Contractor shall provide all supervision, labor, materials, tools and equipment necessary to complete all piping work required for the work as specified herein. Contractor shall be responsible for the identification of all piping construction, disconnection and relocation work which will be required to complete all work specified herein. 3.37.5. Contractor shall perform all piping construction, disconnection and relocation work using methods which will not interrupt AEP Company's ongoing operations. 3.37.6. Secure the Engineer's permission prior to any utility outage. In the absence of the Engineer's approval of Contractor's proposed outage, Contractor shall perform the proposed work on live pressurized lines. 3.38. ELECTRICAL SYSTEMS 3.38.1. Prior to the commencement of dismantling work, Contractor shall identify, plan and perform all electrical shutoffs, disconnections, and relocation work necessary to complete the work specified in a safe and orderly manner. 3.38.2. Conduit, cable, wireways, and buss shall be removed to a point of origin as designated by the Engineer. 3.38.3. Contractor shall submit plans, procedures and working drawings showing design detaiis for all electrical and related work to the Engineer for review. Contractor shall secure the Engineer's review of all designs prior to the commencement of work. The correctness of design shall remain the Dismantling Conceptual Specification Page 9 Exhibit A Page 61 of 67 Contractor's responsibility. 3.38.4 Contractor shall provide ali supervision, labor, materials, tools and equipment necessary to complete all electrical, telecommunication and telemetering work required for the dismantling work specified herein. Contractor shall be responsible for the identification of all electrical, telecommunicationand telemetering construction, disconnection and relocationwork which will be required to complete all work specified herein. 3.38.5. Contractor shall perform all electrical construction, disconnection and relocation work using methods which will not interrupt AEP Company's ongoing operations. 3.38.6. Contractor shall secure the Engineer's permission prior to any utility outage. In the absence of the Engineer's approval of Contractor's proposed outage, Contractor shall perform the proposed work on live energized lines. 4. WORK BY PURCHASER: AEP Company Shall: 4.1. Provide Material Safety Data Sheets (MSDS) in accordance with 0SHA"Right to Know" regulations for each substance listed under said regulations. 4.2. Provide, where available, utility services such as 460 Volt, 3 phase, 60 Hz power, 250 Volt DC current, potable water, oxygen, compressed air, or natural gas, which are deemed available by AEP Company. Contractor may, at his own expense and approval of the Engineer, make necessary connections provided there is no interruption to normal production operations. AEP Company assumes no responsibilityor liability for loss of, or damage to, the equipment or materials of the Contractor or his subcontractors. Contractor will pay charges that may be assessed. The assessment of charges and/or the availability of utilities may change through the course of the contract as determined. 4.3. Provide existing railroad tracks, railroad tracks sidings, and roadways on plant site, ifavailable, for Contractor's use when and where the Engineer may designate. Contractor shall keep traffic lanes free of congestion so as to avoid interference with normal plant operations. 4.4. Provide one copy of all available drawings necessary for the completion of the work specified. These drawings are to be used by the Contractor for reference only in the performance of the work. Said drawings are not to be construed as a complete description of the Scope of Work, nor as fully depicting existing conditions. Additional copies may be purchased by Contractor through the Purchaser. 4.5. Approve the selection of all subcontractors before they will be allowed to enter the job site and perform work. Subcontractors are subject to all applicable terms and conditions contained herein. 4.6. Provide written releases for the demolition of each specific area or facility as identified in the Schedule of Values. Demolition shall not commence without the receipt of said release. 4.7. Assign to Contractor ownership of each facility to be dismantled. The assignment shall include: 4.7.1. All ferrous and non-ferrous scrap resulting from the dismantling work 4.7.2. All ferrous and non-ferrous scrap located within each dismantling area as identified by Engineer during the site visitation. 4.7.3. Spare parts and/or spare equipment. 4.7.4. All railroad track designated for removal. 4.7.5. All vehicles and mobile equipment located within each dismantling area as identified in the Specification. Dismantling Conceptual Specification Page 10 Exhibit A Page 62 of 67 AEP Company will maintain ownership of all real estate 4.8. 5. Asbestos 5.1. 6. Landfill 6.1. 7. This conceptual estimate does not include the cost for the closing / capping of any existing landfills. Ash Pond IFly Ash Pond 7.1. 8. This conceptual estimate does not include the cost for removal or disposal of any asbestos containing materials. This conceptual estimate does not include the cost for any water filtering, discharge, or capping of any existing ash ponds. Pricing 8.1. Demolition and environmental abatement of Unit 1 , 2, 3, 4, and 5 structures, equipment, stacks, buildings, railroad tracks and tanks: - 8.1.1. General Conditions 8.1.2. Environmental 8.1.3. Unit 1 4 Demolition 8.1.4. Unit 5 Demolition 8.1.5. Miscellaneous Demolition 8.1.6. Stacks 8.1.7. Site Demo 8.1.8. Precipitators 8.1.9. ToDsoil and Seed - $95,000.00 - 8.1.10. Total $190,153.00 - -$I ,184,903.00 - - $661,789.00 - $688,910.00 $513,808.00 - - - Total Cost 511,395,144.00 - Scrap Revenue $9,023,232.00 Dismantling Conceptual Specification Page 1 I $229,177.00 - $740,015.00 - $437.963.00 $2,371,912.00 Exhibit A Page 63 of 67 Brandenburg. lndustrlal Service Company 2625 S. Loomis Chicago. IL 60608 Phone (312) 326-5800 FAX (800) 780-7313 www.brandenburg.com Brandenburg, Methodolonv General Proiect Consistent Activities The following details Brandenburg's methodology in order to complete the scope of work safely and in a cost effective manner for the decontamination and demolition of the AEP Philip Sporn Power Plant. Mobilization will include bringing equipment on-site, set-up of hydraulic excavators, loaders, unloading of manlifts, bobcats, portable decontamination trailer, job tool and supply box, and the job officelbreak box. Brandenburgwill conduct a utility verificationwalk through on each building and/or work area in order to substantiate that all utilities servicing the removal area have been cut, capped, and / or air-gapped prior to proceeding with the removal efforts. During this verification, the color coding of all structures, buildings and tanks will also be verified as painted green and ready for removal. This task will be followed by environmental work including; gathering, staging and packaging of any lOOSe chemicals andlor oils remaining in the buildings, and removal of light bulbs and ballasts. Once these tasks are complete, Brandenburgwill perform a final walk through and complete a facility assessment report that signs off that the utility disconnectionlisolationwork, the environmentaldecommissioning and abatement work are complete and the building or structure is ready for demolition. Brandenburg will request the AEP representative to verify this facility assessment and sign the assessment form that concurrence is given to perform the demolition. Brandenburg will install geo-textile fabric over catch basins and / o r sewer inlets within the demolition areas scheduled to remain in order to keep material from flowing into the existing system during the removal efforts. Following this preparatory work, the buildings and structures will be demolished. Work specific to each Building or Structure is discussed below Boiler Units 1 2, 3, 4. and 5, SCR Units, and PreciDitators I Barricades consisting of snow fence and caution or danger tape will be placed at entry areas of the building to limit access into the building. Barricade tags obtained through the AEP representativewill be complete and attached to the barricade fencing at points of egress. Brandenburg crews will next "sweep" the units looking for loose chemical containers and remove, stage and package the materials to ready them for disposal. All light bulbs, light ballasts, and self-illuminating exit signs will then be taken down, packaged and staged. Brandenburg crews will access the lights within the units off of A-frame step ladders, lights and ballasts will be carefully removed by hand and through the use of small hand tools as necessary. Manlifts may be used if lights or other regulated materials are present at elevations higher than safely accessible with the ladders. Generally the crew will work in pairs with one person working on the ladder and a ground person retrieving the bulb or ballast after removal to place in a storage container. Following, the removal of all regulated materials. Brandenburg will prepare for the demolition. Brandenburgwill use a hydraulic excavators equipped with a grapple or shear in order to raze the existing structure in a controlled manner. The building structure will be wetted with a fire hose throughout the Philip Sporn Power Plant West Haven, West Virginia Brandenburg. Industrial Service Company 2625 S. Loomis Chicago, IL 60608 Phone (312) 326-5800 FAX (800) 780-7313 Exhibit A Pa e 64 of 67 #age 2 of 4 www.brandenburg.com demolition effort to control dust emissions. The building debris (C&D) will be placed in a stock pile as the building is being demolished. As the material accumulates it will be loaded via a CAT 980 wheel loader into a Brandenburg trailer and transported to the landfill for disposal. Each load will have a separate bill of lading or manifest associated with the load. These tickets will be kept in the log book at the Brandenburg office area and a concurrent log will be completed to track out going waste volumes. The basement floor slabs will be cracked for drainage and filled. Existing grade will be determined at the perimeter of the existing structure. Removal of above grade concrete will be accomplished with the excavator equipped with a bucket, concrete processor or hydraulic breaker. Continued misting of the work area with water will be performed to control dust emissions. Scrap steel shall be segregated, loaded, and hauled off site to a steel recycler. Brandenburg will utilize onsite concrete as backfill material for the area affected by the removal efforts, Backfill shall be placed and rough graded to the top of the elevation of the surrounding grade. Turbine Buildings Barricadesconsisting of snow fence and caution or danger tape will be placed at entry areas of the building to limit access into the building. Barricade tags obtained through the AEP representativewill be complete and attached to the barricade fencing at points of egress. Brandenburg crews will next "sweep" the units looking for loose chemical containers and remove, stage and package the materials to ready them for disposal. All light bulbs, light ballasts, and self-illuminating exit signs will then be taken down, packaged and staged. Brandenburg crews will access the lights within the units off of A-frame step ladders, lights and ballasts will be carefully removed by hand and through the use of small hand tools as necessary. Manlifts may be used if lights or other regulated materials are present at elevations higher than safely accessible with the ladders. Generally the crew will work in pairs with one person working on the ladder and a ground person retrieving the bulb or ballast after removal to place in a storage container. Following, the removal of all regulated materials, Brandenburg will prepare for the demolition. Brandenburgwill use a hydraulic excavators equipped with a grapple or shear in order to raze the existing structure in a controlled manner. The building structure will be wetted with a fire hose throughout the demolition effort to control dust emissions. The building debris (C&D) will be placed in a stock pile as the building is being demolished. As the material accumulates it will be loaded via a CAT 980 wheel loader into a Brandenburg trailer and transported to the landfill for disposal. Each load will have a separate bill of lading or manifest associated with the load. These tickets will be kept in the log book at the Brandenburg office area and a concurrent log will be completed to track out going waste volumes. The basement floor slabs will be cracked for drainage and filled. Existing grade will be determined at the perimeter of the existing structure. Removal of above grade concrete will be accomplished with the excavator equipped with a bucket, concrete processor or hydraulic breaker. Continued misting of the work area with water will be performed to control dust emissions. Scrap steel shall be segregated, loaded, and hauled off site to a steel recycler. Philip Sporn Power Plant West Haven, West Virginia Brandenburg, Industrial Service Company 2625 S. Loornis Chicago, IL 60608 Phone (312) 326-5800 FAX (800)780-7313 www.brandenbuig.com Exhibit A Page 65 of 67 Page 3 of 4 Brandenburg will utilize onsite concrete as backfill material for the area affected by the removal efforts Backfill shall be placed and rough graded to the top of the elevation of the surrounding grade. Office/Sutmort BuildingdConveyor Structures Brandenburg crews will next "sweep"the building looking for loose chemical containers and remove, stage and package the materials to ready them for disposal. All light bulbs, light ballasts, and self-illuminating exit signs will then be taken down, packaged and staged. Brandenburg crews will access the lights within the building off of A-frame step ladders, lights and ballasts will be carefully removed by hand and through the use of small hand tools as necessary. Generally the crew will work in pairs with one person working on the ladder and a ground person retrieving the bulb or ballast after removal to place in a storage container. Following the removal of all regulated materials, Brandenburg will prepare for the demolition. Brandenburg shall utilize skid steers equipped with biter buckets placed inside of the existing structure to remove the remaining combustible materials from the structure. These materials shall be removed from the building by way of an access opening within an existing exterior wall. Said opening shall be large enough for the easy ingress and egress of the skid steers operating within the structure. Once the material is outside of the existing structure, Brandenburgshall load and transport the waste to the landfill. A combination of a CAT 980 wheel loader and the Bobcat Skid Steer Loaders will be used to load the trucks. Following, the interior strip out of the existing structure, Brandenburg shall begin the structural removal efforts. Brandenburg will utilize one or two Leibherr 954 hydraulic excavators equipped with whip hammers, hydraulic shears, grapples, and /or hydraulic hammers in order to raze the existing structure in a controlled manner. The excavating equipment will "bite" into the structure and pull the building apart. The scrap steel material will be pulled from the building and separated from the building debris. The debris will be loaded into Brandenburgtrucks for shipment to the landfill. As the building is removed, an area may be established for hot work in order to size some of the structure steel or other heavy steel. The steel will be eventually be loaded and shipped off site to a scrap steel recycler. Brandenburgwill utilize onsite concrete as backfill material for the areas affected by the removal efforts Backfill shall be placed and rough graded to the top of the elevation of the surrounding grade. No 1 and No 2 Stack Following the completion of demolition of Boiler Units 1, 2, 3, 4 and 5 all supporting building structures, tanks, conveyors and equipment, Brandenburg crews will implode the stacks. Brandenburgcrews will go through the structures performing the initial walk through to verify that the utilities have been disconnected, isolated or air gapped. Following the walk through, barricades consisting of snow fence and caution or danger tape will be placed at entry areas of the structure to limit access. Once the concrete structures are imploded, Brandenburg will segregate the scrap steel from the concrete. The steel will be loaded and shipped off-site to a scrap recycler. Philip Sporn Power Plant West Haven, West Virginia Brandenburg, Industrial Service Company 2625 S. Loomis Chicago, 1 ~ 6 0 6 0 8 Phone (312)326-5800 FAX Exhibit A Pa e 66 of 67 gage 4 of 4 (800)780-7313 W.brandenburg.com AbovesroundlUnderqround Storaqe Tanks Brandenburg shall remove all above ground tanks, including pipe racks, supports, and appurtenances utilizing a hydraulic excavator equipped with a hydraulic shear to cut the existing piping, tank, and appurtenances. Scrap steel shall be segregated, loaded, and hauled off site to a steel recycler. Brandenburg will then remove the tank dike walls down to surrounding grade elevation or top of tank slab. The Tank Ring foundations shall remain in place. Brandenburg will remove all below grade tanks, pumps and below grade product lines. The tanks will be emptied by conventional means. A hydraulic excavator will be used to excavate and remove the tanks. Brandenburg will utilize onsite concrete as backfill material for the areas affected by the removal efforts. Backfill shall be placed and rough graded to the top of the elevation of the surrounding grade. Coal Barge Tie Off Piers The coal barge tie off piers located in the Ohio River near the barge unload station will be removed. The concrete caps on the piers and filled material from inside the pier will be removed by an excavator machine with a claw bucket setting on a river barge. The concrete and loose material will be transferred to the bottom ash ponds for stabilization. After removal of material from inside the pier containment, the steel piling will be removed to river water base elevation utilizing a sheet piling vibratory extractor. Philip Sporn Power Plant West Haven, West Virginia Philip Spom Power Plant Exhibit A Pa e 67 of 67 February 4 201 1 Recommendations Brandenburg recommends the following be performed prior to any environmental or demolition work at the site: 1. Prepare a detailed environmental survey that includes the following: a. An asbestos survey b. A lead paint survey c. A universal waste survey d. A survey of PCB containing equipment 2. Collect all MSDS Sheets for the site 3. Research and prepare a site utility drawing depicting all incoming and outgoing utility lines. Exhibit B Page 1 of 3 AMERMN’ ELECTRIC WWER David Schweizer Manager, Generation, Operations Support 955 Jefferson Avenue Valley Forge Corporate Center Norristown, PA 19403-2497 March 16,2012 Re: Retirement Notification for American Electric Power Units Dear Mr. Schweizer: Pursuant to Section 113.1 of the PJM Open Access Transmission Tariff (“PJM Tariff’), and in accotdance with Section 9 of PJM Manual 14D, American Electric Power Service Corporation (“AEPSC”), as agent for the operating company affiliates of AEPSC owning generation in PJM (collectively, the “AEP East Companies”),’ hereby submits notice of the Deactivation of the following units owned by the AEP East Companies: ’ Appalachian Power Company ( “APCo” ), Indiana Michigan Power Company ( “I&M“ ), Kentucky Power Company ( “KPCo” ) and Ohio Power Company ( “OPCo” ). EffectiveDeeember 3 I , 201 I , Columbus Southern Power Company merged with and into Ohio Power. with Ohio Power being the surviving company, pursuant to an internal reorganization transaction approved by the Federal Energy Regulatory Commission. AEP owns 12.5% of the 434MW Beckjord 6 unit. Dayton Power&Light owns 50% and Duke Energy ’ owns 37.5%. Exhibit B Page 2 of 3 David Schweizer 2 3/l 6/2012 Conesville 3 is being retired pursuant to a court-ordered consent decree that mandates the retirement of that unit on or before December 31,2012. The remaining units will be retired due to the impact of the recently promulgated Cross-State Air Pollution Rule (CSAPR) and the Utility Mercury and Air toxics Standards (MATS). For these units, the Deactivation Dates specified in the table above are the estimated retirement dates of each unit. The final retirement dates of those units will be determined based on the implementation of CSAPR and MATS. The listed units are being retired in order to comply with federal environmental regulations or court orders. The applicable amount of investment that would be required to keep the units in or return the units to operation is several hundred million dollars per unit, well above the cost of constructing a new combustion turbine plant under today’s estimated values. Further, there is no estimated time period that any of these units would be required to be out of service for repairs or other modifications. OPCo does not plan on offering any of the OPCo units into the upcoming RPM Base Residual Auction for PJMplanning year 201 5/16. AEPSC notes that, pursuant to Section 113.2 of the PJM Tariff, within 30 days of the receipt of this notice, PJM is required to notify AEPSC of any reliability impacts resulting from the proposed unit retirements specified herein and to provide an initial estimate of the period of time it will take to complete any transmission system reliability upgrades necessary to alleviate the reliability impacts. In such case, AEPSC will review whether to extend the retirement dates consistent with maintaining the transmission system reliability in accordance with the PJM Tariff. Exhibit 6 Page 3 of 3 David Schweizer 3 3/16/2012 We are also providing a copy of this notice to the Market Monitoring Unit. If you have any questions, please contact Daniel Snider, Managing Director Regulatory Services, at 614-716-5816 or dlsnider@aep.com. -- Very truly yours, Mark McCullough Executive Vice President, Generation American Electric Power Service Corporation cc: Joseph Bowring Monitoring Analytics 2621 Van Buren Avenue, Suite 160 Eagleville, PA 19403 Exhibit C FUTURE DEACTIVATIONS (as of May 13, 2015) :-i ,.,r'I~:n )eactivation Daw Clinch River 3 50 67 Glen Lyn 5 Glen Lyn 6 54 3/22/2012 3/22/2012 6/1/2015 6/1/2015 6/1/2015 61112015 ieliab l i l y Ana ys s :omplete impacts dentified upgrades scheduled to be completed )y June 2015. 61112015 3eliability Analysis :omplete - impacts dentified upgrades scheduled to be completed 3y June 2015. 611I2015 Reliability Analysis :omplete impacts dentified upgrades scheduled to be completed by June 2015. 6/1/2015 Reliability Analysis complete impacts identified - upgrades scheduled to be completed by June 2015. 6ii12015 Reliability Analysis compiete - impacts identified upgrades scheduled to be completed by June 2015. 611/20?5 Reliability Analysis complete impacts identified - upgrades scheduled to be completed by June 2015. 6/1/20?5 Reliability Analysis complete impads identified upgrades scheduled to be completed by June 2015. - - - - Kanawha River 1 Kanawha River 2 3/22/2012 'JM Reliability Status 58 I 58 3/22/2012 3/22/2012 6/1/2015 6/1/2015 AEP - - Sporn 1 Sporn 2 62 61 3/22/2012 3/22/2012 6/1/2015 6/1/2015 - Exhibit D Generation Retirements - Transmission Mitigation Projects Sparnl-4 Construct tie between Sporn and Sporn South Stations; replace 138 kVcircuit TP2010-131 breakers. COMPLETE $8 ornissioninq. Major components are in service. Some small clean-up wwk wrll accomDanv decomissionina. Install new transmission protectionand wntrol equipment at Glen Lyn Statlon; TP2014-089 remove eqdpripmsnt associated with unit GSUs. Install new station service PTs 12/1/2015 $1 Construction accomPanies unit decommissionin9 afler 611. 121112015 $1 Constructionaccompanies unit decommissioning afler 611 12/3112016 $337 Required due to wllective unit retirements in PJM (includingAEP units and neighboring utilities). 567 Required due to collective "nil retirements in PJM (includingAEP units and neighboring utilities). Majority of work is in Ohio - APCO portion limited to portion of 345 kV line located in W . p Clinch River 3 Kanawha Valley Area Reinforcement Proiect TP2014-090 Install 7651345 kV transfwmationand switching at Mountaineer Station; install 345 kV switching at Spom to tie in new feed from Mountaineer, Tistate-Kyger Creek 345 kV circuit, and the Muskingum River 345 kV circuit; Rebuild the 138 kV lines horn Amos to Chemical and Turner to Cabin Creek: install 138 kV switchingenbrnceneh at Several 138 kV stations around Charleston. TP2012481 Rewnductor Muskingum River - S p m (via Waterford) 345 kV line; Rebuild 3.2 miles of 138 kV line between Poston and Ellion stations: Conductingsag analysis and mitigationon two 138 kV lines. - Sporn Muskingum River 345 kV Rewnductor Station; remove equipment aswiated with unit GSUs. TP2012-118 COMPLETE Exhibit E Appalachian Power Company Disposition Unit Amounts Original Cost and Accumulated Depreciation (4) PlantlUnit Clinch River Unit 3 Glen Lyn Kanawha River Sporn Plant (APCo's Share) Total Plant Balances (1) Accumulated Depreciation (1) $141,373,631 $155,184,806 $193,406,527 $1 36,431.I46 $626,396,110 $84,405,976 $147,785,317 $149,481,720 $122,469,965 $504,142,978 Retirement Journal Entw (Booked in Mav 2015) PlantlUnit Clinch River Unit 3 (2) Glen Lyn Kanawha River Sporn Plant (APCo's Share) Total Account 108 (Debit) Account 101 (Credit) $141,373,631 $141,373,631 $155,184,806 $155,184,806 $193,406,527 $193,406,527 $136,431,146 $136,431,146 $626,396,110 $626,396,110 Extraordinarv Propertv Loss Journal Entrv (To Be Booked in June 2015) (3) PlanffUnit Clinch River Unit 3 Glen Lyn Kanawha River Sporn Plant (APCo's Share) Account 182.1 (Debit) Account 108 (Credit) $xx.xx $xx.xx $xx.xx $xx.xx $xx.xx $XX.XX $XX.XX $xx.xx Notes: (1) Amounts shown are total Company balances in steam production accounts 311-316 (2) The Clinch River Unit 3 amounts include a retirement of $28,324,876 that will be booked in June 2015 (3) The West Virginia jurisdictional Extraordinary Property Loss amounts will be calculated and booked in June 2015's accounting closing in accordance with page 88 of the Commission's May 26, 2015 Order in Case No. 14-1152-E-42T. (4) These are the current entries as of May/June 2015 business. Additional entries may be required in subsequent months. Exhibit F APPALACHIAN POWER COMPANY Analyrlr of Plant Retirements As of May 31,2015 Clinrh RiverU3 Balances as of May 31,2015 Glen Lyn Kanswha River Phillp Spar" (APCo'r Share) Total Plant to be Retired Book Cost 141,373,631 155,184,806 193,406,527 136,431,146 626,396,110 Accumulated Book Depreciation (84,405,976) (147,785,317) (149,481,720) (122,469,965) (504,142,978) Net Bookvalue 56,967,655 43,924,807 13,961,181 121,253,132 -- 12,958,000 71,073,000 NetTax Basis (Esthaled . SeeNole I ) 25,275,000 Accumulated Deferred Federal Income Tax (A&. 282) (11,092,429) 7,399,489 11,016,000 1,265,779 - 21,824,000 -- (7,735,282) r (351,113) Note I .The Net Tax Bask & ADIT are estimated. Thc Firm1 tax ~ m o ~will n l no1 ~ be know until the 201s Federal income tax r e m is filed i n September 2016 Tax Journ(l1 Entries Reloted to P l m t Retirements in May 2015: Debit A/C 236 -Current Taxer Payable A/C 409 -Current Tax Expense 24,875,550 A/C 410 -Deferred Tax Expense A/C 282. Acwm Deferred FIT 24,875,550 Credit 24,875,550 24,875,550 - (17,913,045) Clinch River Units 1 2 Natural Gas Refuel Project Level 1 Project Schedule Const. ??isf'T'h E) HQNXE PUBLIC SERVICE COMMISSION OF WEST VIRGINIA CHARLESTON CASE NO. 15-0722-E-P APPALACHIAN POWER COMPANY, a public utility. Staff Petition Regarding the Closure of Appalachian Power Company Electric Generating Units. CERTIFICATE OF SERWCE 1, Brian E. Calabrese, counsel for Appalachian Power Company, do hereby certify that true copies of the foregoing Response of Appalachian Power Company to Questions Identified in the May 29, 2015 Order of the Commission were served by hand delivery or first-class U S . Mail on this 10' day of June, 2015 addressed to the following: John Little, Esquire Public Service Commission 201 Brooks Street Charleston, West Virginia 25301 Counselfor Staffof West Virginia Public Service Commission Damon E. Xenopoulos, Esquire Brickfield, Burchette, Ritts & Stone, PC 1025 Thomas Jefferson St., NW Eighth Floor-West Tower Washington, DC 20007 Counselfor S W A , Inc. Charles K. Gould, Esquire Thomas E. Scarr, Esquire Jenkins Fenstetmaker, PLLC 325 8" St., 2"d Floor Huntington, WV 25701 Counselfor Steel of West Virginia, Inc. Derrick P. Williamson, Esquire Barry A. Naum, Esquire Spilman Thomas & Battle, PLLC 1100 Bent Creek Blvd., Suite 101 Mechanicsburg, PA 17050 Counselfor West Virginia Energy Users Group Susan J. Riggs, Esquire Spilman Thomas & Battle, PLLC 300 Kanawha Blvd., East Charleston, WV 25301 Counselfor West Virginia Energy Users Group L Brian E. Calabrese (WV State Bar ID No. 12028) (R1024635.1)