Engineering Evaluation/Cost Analysis Supporting Non-time Critical Removal Action at Chemical Spill 22 (CS-22)

The Public Comment Period for this document is from March 7 until April 5, 2002. Use the MMR Comment Form to submit comments on this document.


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Table of Contents

Acronyms and Abbreviations

Appendices

Executive Summary

This Engineering Evaluation/Cost Analysis (EE/CA) is issued by the Air Force Center for Environmental Excellence (AFCEE) under the Installation Restoration Program (IRP) at the Massachusetts Military Reservation (MMR). This EE/CA supports a non-time critical removal action at area of concern (AOC) Chemical Spill No.22 (CS-22).

This EE/CA also identifies removal action objectives (RAOs). The specific RAOs for AOC CS-22 are summarized as follows:

  • prevent exposure to humans and ecological receptors from metals and polycyclic aromatic hydrocarbon (PAH) contaminated soil, and

  • mitigate potential impact to groundwater by petroleum hydrocarbons.

This document was prepared in accordance with the U.S. Environmental Protection Agency (USEPA) guidance on preparing EE/CAs and is intended to comply with the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA), and the National Oil and Hazardous Substances Pollution Contingency Plan (NCP).

A preliminary assessment (PA) /site investigation (SI) conducted at AOC CS-22 has identified the presence of metals, PAHs, chlorinated volatile organic compounds (VOCs), and petroleum hydrocarbons in surface soil. Concentrations of metals and PAHs have been detected at levels that may have adverse effects on ecological receptors and humans. Additionally, concentrations of petroleum hydrocarbons have been found which exceed Massachusetts Department of Environmental Protection (MADEP) S-1/GW-1 standards.

Three alternatives were evaluated in this EE/CA. They include (1) No Action, (2) Institutional Controls and Soil and Groundwater Modeling, and (3) Excavation, Off-site Disposal, and Site Restoration. The proposed alternative is Alternative Three which includes the excavation of approximately 1,200 cubic yards of contaminated soils to depths of two to three feet below ground surface (bgs). All of the soil to be excavated is expected to be classified as nonhazardous waste and transported to an off-site disposal facility. After confirmation sampling has been completed, the excavated area would be backfilled and revegetated. The cost of the proposed removal action is $530,500. This removal action is expected to remove soil contaminated with contaminants of concern (COCs) above removal action levels (RALs), which are considered protective of human health and the environment. Additionally, this removal action will be used in the development of the final decision for cleanup at the site.

The public and other stakeholders will have an opportunity to comment on this non-time critical removal action. Contingent upon acceptance by regulatory agencies, the public, and other stakeholders, an action memorandum will be prepared to initiate implementing the removal action.

1.0 Introduction

As a component of the Department of Defense (DoD) IRP, AFCEE conducted this EE/CA in support of a non-time critical removal action at AOC CS-22 at the MMR. The EE/CA was developed based on the recommendations of a SI completed in 2001 (AFCEE 2001a).

The MMR consists of facilities operated by the U.S. Coast Guard (USCG), Massachusetts Army National Guard (ARNG), U.S. Air Force (USAF), Air National Guard (ANG), Veterans Administration (VA), and Commonwealth of Massachusetts. The collective complex occupies approximately 22,000 acres and is located on Cape Cod, Massachusetts (Figure 1-1). Military use of portions of MMR began as early as 1911; the majority of activity at MMR has occurred since 1935. Remedial studies and activities are currently being conducted at the MMR under the DoD IRP in accordance with the guidelines and procedures of the USEPA Superfund Program and the NCP. Subpart E of the NCP establishes the methods and criteria for the appropriate extent of remedial response authorized by CERCLA.

1.1 Study Area Background

The CS-22 study area is located near the east-central portion of MMR (Figure 1-2). The site consists of a former sand and gravel borrow pit located west of Greenway Road and south of Dolan Road near the MMR access gate at the northeastern end of Snake Pond Road in Sandwich, Massachusetts.

1.2 Summary of Geology and Hydrogeology

The CS-22 study area is located in the Mashpee Pitted Plain (MPP). The MPP consists primarily of stratified, well to poorly sorted, fine to coarse-grained sands forming a broad outwash plain. During the excavation of the petroleum-contaminated soils at CS-22 (see section 1.4), a clay layer was encountered approximately two feet bgs on the down-slope end of the excavation.

The single groundwater flow system that underlies the CS-22 area is known as the Sagamore lens. AOC CS-22 is located southwest of the top portion of the groundwater recharge mound for the Sagamore lens. Surface water bodies in the vicinity of CS-22 include Snake Pond and Weeks Pond. Snake Pond and Weeks Pond are located approximately 1 and 0.5 miles, respectively, northeast and crossgradient of the CS-22 Study Area. Groundwater beneath CS-22 flows in a southern direction.

1.3 Environmental Investigations

A PA and SI were performed for CS-22. These investigations are summarized below.

1.3.1 1999 Preliminary Assessment

A PA was completed for the CS-22 site in 1999 (AFCEE 2000a). The PA identified an area of petroleum-contaminated soil near the northwest end of the gravel pit and 11 small debris areas, most of which are concentrated near the southeast end of the gravel pit. The debris areas contained miscellaneous refuse consisting primarily of construction/demolition debris, asphalt and household waste. Prior to the PA, previous site work consisted of the collection and analysis of two soil samples from the northern portion of the petroleum-contaminated soil area in March 1999. The Massachusetts Army National Guard collected additional samples and excavated approximately 418 tons of soils from this area during the spring of 2000.

1.3.2 2001 Site Investigation

The objectives of the CS-22 SI were to provide confirmatory sampling of the petroleum-contaminated soil excavation; determine if waste materials associated with debris areas elsewhere in the gravel pit had contributed to soil contamination; determine if groundwater beneath the site is captured by the existing Chemical Spill-10 (CS-10) extraction, treatment and reinjection systems; determine if a potential risk to human health or ecological receptors exists; and determine appropriate follow-on actions (AFCEE 2001a). Figure 1-3 presents CS-22 SI sampling locations. The soil analytical results were

compared against Massachusetts Contingency Plan (MCP) Method 1 S-1/GW-1 soil standards and USEPA Region IX Residential Preliminary Remediation Goals (PRGs). Both of these standards are considered extremely conservative and provide a "worst case" scenario for potential risk. Provided below is a summary of the nature and extent of contamination identified as part of the 2001 SI.

Confirmatory Sampling of the Petroleum-Contaminated Soil Excavation: Eleven surface soil samples (0-6 inches bgs) were collected in and around the petroleum-contaminated soil excavation. These were analyzed for VOCs, semivolatile organic compounds (SVOCs), metals, volatile petroleum hydrocarbons (VPH), extractable petroleum hydrocarbons (EPH), and explosive compounds. Surface (0-6 inches bgs) and shallow subsurface soil (18-24 inches bgs) samples were also collected at each of six debris areas and were analyzed for VOCs, SVOCs, metals, and explosive compounds.

Only three sampling locations exceeded MCP Method 1 S-1/GW-1 standards for EPH, and all of these are located at the southern end of the excavation. Acetone, 1,1,2,2-tetrachloroethane, tetrachloroethene, bis(2-ethylhexyl)phthalate, and metals were also detected, but below MCP Method 1 S-1/GW-1 standards. Aluminum, arsenic and iron concentrations exceeded USEPA Region IX PRGs. However, most of the metals results were well below established background concentrations for MMR soils (the exceptions were those samples that also exceeded MCP Method 1 S-1/GW-1 soil standards for EPH). No explosives compounds were detected.

Debris Piles: The analytical results of surface (0-6 inches bgs) and shallow subsurface (18-24 inches bgs) soil samples from the area of the debris piles, and subsequent risk evaluation, indicate that PAHs exceed MCP Method 1 S-1/GW-1 standards at three of the six locations sampled. At all but one location, the soils exceeding MCP Method 1 S-1/GW-1 standards for PAHs were limited to the 0- to 6-inch interval with the associated 18- to 24-inch intervals below regulatory cleanup levels. Acetone, phthalates, and metals were also detected, but below MCP Method 1 S-1/GW-1 standards. Explosive compounds were not detected. Concentrations of several PAHs, aluminum, arsenic and iron exceeded USEPA Region IX PRGs. Most of the metals results (including aluminum, arsenic and iron) were below established background concentrations for MMR soils.

Groundwater Modeling: Groundwater modeling demonstrates that any release of contamination from the site to groundwater would be captured by the CS-10 In-Plume treatment system. There is no field data to suggest that a release of contamination from the site to groundwater occurred earlier than 26 years ago; if such a release occurred, it likely would have already migrated beyond the capture zone of the Sandwich Road well fence.

Conclusions: Based on the results of the SI, representatives from the USEPA, MADEP and AFCEE agreed in March 2001, that AFCEE should proceed with an EE/CA to address soil contaminated with petroleum hydrocarbons and PAHs at site CS-22. It was also agreed that no further groundwater investigation was required.

1.3.3 CS-22 Pre-EE/CA Soil Sampling Letter Report

Additional sampling was performed to further delineate petroleum contamination and PAH contamination at AOC CS-22. For the purposes of this effort, AOC CS-22 was divided into a northern portion and a southern portion. The scope of work for the northern portion of the site included the collection of 12 surface soil samples from six locations around the perimeter of the southern end of the previous excavation as described in Section 1.4. Samples were analyzed for extractable petroleum hydrocarbons (EPH) using MADEP methodology. No concentrations of EPH were above respective MCP Method 1 S-1/GW-1 Standards.

The scope of work for the southern portion of the site included the collection of 83 soil samples from 41 locations. These samples were analyzed for total carcinogenic PAHs using an on-site immunoassay field screening method. Thirteen of the 83 soil samples that were field-screened were also submitted for laboratory analysis of individual PAH compounds. Four of the soil samples contained levels of individual PAH compounds in excess of applicable MCP Method 1 S-1/GW-1 soil standards. These soil samples were collected from the inside perimeter encircling the debris pile associated with sample 83SS0013. This data indicates that although low-levels of PAHs are detected throughout this area, soils exceeding regulatory cleanup levels are limited to the three locations initially identified during the 2001 SI, 83SS0013, 83SS0014, and 83SS0015 respectively.

1.4 Previous Removal Actions

During the spring of 2000, the Camp Edwards Environmental Protection Office supervised the removal of approximately 418 tons of soil from the petroleum contaminated soil area in the northern portion of AOC CS-22. There were several detections above the MCP Method 1 S-1/GW-1 standards. The maximum total petroleum hydrocarbons (TPH) concentration detected was 12,000 mg/kg. The soil excavation was initiated by the Camp Edwards Facility Engineering Department on 08 March 2000 and was completed by Clean Harbors Environmental Services, Inc. (under the supervision of the Camp Edwards Environmental Protection Office) on 17 July 2000. Soil removed from the site was stockpiled at a fenced and locked compound in the 3500 block of Camp Edwards prior to removal from the installation. The stockpiled material was stored on top of and was completely covered by weighted polyethylene plastic at all times. The stockpile was subsequently transported by truck to American Reclamation Corp., a MADEP-licensed soil recycling facility in Charlton, Massachusetts. The soil was disposed in accordance with the MADEP Interim Remediation Waste Policy for Petroleum Contaminated Soils (WSC-94-400).

1.5 Human Risk Evaluation

Preliminary Risk Evaluation: A preliminary risk evaluation (PRE) was performed to evaluate risk to hypothetical residential receptors that could potentially be exposed to soil contaminants in the future. The CS-22 study area lies near the east-central boundary of the MMR just west of the Sandwich gate. No occupied structures are within the CS-22 study area; however, there are private residences outside of the MMR boundary approximately one-quarter mile east of the site.

Seventeen locations were sampled, and maximum concentrations were screened against Region IX residential PRGs, at a risk level of 1 x 10-6 and an HI of 0.1, and MCP Method 1 S-1/GW-1 soil standards. Chemicals exceeding either of these criteria were identified as contaminants of potential concern (COPCs). After COPCs were identified, maximum concentrations were compared to background values obtained from AMEC Earth and Environmental Draft Technical Memorandum 01-4 Distribution of Soil Chemicals for the Camp Edwards Impact Area Groundwater Quality Study. This study was prepared for the National Guard Bureau. However, please note that the background study has not been finalized. The use of residential PRGs to identify COPCs in a non-residential area is an extremely conservative approach as it assumes that a site resident is exposed to soils 350 days per year. Furthermore, many of the Region IX PRGs are below established background concentrations for MMR soils.

Three inorganic compounds (aluminum, arsenic, and iron) and eight organic compounds benzo(a)anthracene, benzo(a)pyrene, benzo(b)fluoranthene, benzo(k)fluoranthene, dibenz(a,h)anthracene, and indeno(1,2,3-c,d)pyrene] exceeded screening criteria and were identified as COPCs in soil. Furthermore petroleum hydrocarbon classes C11-C22 aromatic hydrocarbons and C19-C36 aliphatic hydrocarbons exceeded MCP S-1/GW-1 standards. The maximum concentrations exceeding human health screening criteria and background values were observed at locations 83SS0009 and 83SS0013. Table 1-1 presents COPCs identified and maximum concentrations detected in samples collected at CS-22.

Table 1-1: COPCs Identified in the 2001 CS-22 Site Investigation

COPC

Maximum Concentration Detected (mg/kg)

Aluminum

22,600

Arsenic

6.7

Iron

22,100

Benzo(a)anthracene

7.4

Benzo(a)pyrene

4.9

Benzo(b)fluoranthene

8.0

benzo(k)fluoranthene

2.6

C11-C22 aromatic hydrocarbons*

4,400

C19-C36 aliphatic hydrocarbons*

28,000

Dibenz(a,h)anthracene

0.81

indeno(1,2,3-c,d)pyrene

2.6

* denotes classes of compounds

Post SI Risk Analysis: In order to be consistent with removal and remedial actions for the Source Area Remedial Action Program (SARAP), AFCEE selected human–health risk based COCs to be addressed by this EE/CA based on the comparison of analytical data of COPCs selected by the SI with the most stringent human health risk-based soil target cleanup levels (STCLs) developed during the Drainage Structure Removal Program (DSRP) Program. Table 1-2 presents the Human Health Risk Based COCs. If concentrations of COPCs exceeded these levels, they were retained as human-health COCs.

Table 1-2: Human Health Risk Based Contaminants of Concern

COPCs

Max. Conc.

(mg/kg)

Most Stringent STCL

(mg/kg)

Retained as COC?

Aluminum

22,600

54,900 (Tier I Outside Flight Line)

No

Arsenic

6.7

0.36 (Tier I Outside Flight Line)

Yes

Iron

22,100

N/A

No

Benzo(a)anthracene

7.4 (J)

0.7 (MCP S-1/GW-1 Standard)

Yes

Benzo(a)pyrene

4.9

0.7 (MCP S-1/GW-1 Standard)

Yes

Benzo(b)fluoranthene

8

0.7 (MCP S-1/GW-1 Standard)

Yes

Benzo(k)fluoranthene

2.6

7.0 (MCP S-1/GW-1 Standard)

No

C11-C22 aromatic hydrocarbons*

4,400

200 (MCP S-1/GW-1 Standard)

Yes

C19-C36 aliphatic hydrocarbons*

28,000

2,500 (MCP S-1/GW-1 Standard)

Yes

Dibenz(a,h)anthracene

0.81

0.7 (MCP S-1/GW-1 Standard)

Yes

Indeno(1,2,3-c,d)pyrene

2.6

0.7 (MCP S-1/GW-1- Standard)

Yes

* denotes classes of compounds

The following chemicals were retained as COCs: arsenic, Benzo(a)anthracene, Benzo(a)pyrene, Benzo(b)fluoranthene, C11-C22 aromatic hydrocarbons, C19-C36 aliphatic hydrocarbons, Dibenz(a,h)anthracene and Indeno(1,2,3-c,d)pyrene. Development of RALs, which includes comparison of the most stringent soil target cleanup level (STCL) with background will be presented in Section 2.

1.6 Ecological Risk Evaluation

The ecological PRE analyzes potential risks from chemicals to ecological receptors, assuming no further actions are taken at the CS-22 site. The assessment determined whether contaminants at the site pose ecological risks of significant magnitude to warrant further evaluation and/or remedial action. The components of the assessment include problem formulation, exposure assessment, effects assessment, and risk characterization.

1.6.1 Habitat at CS-22

The landscape surrounding the CS-22 site is dominated by disturbed pitch pine (Pinus rigida)-mixed oak (Quercus spp.) forest with a scrub oak understory (Quercus ilicifolia). Within the limits of the CS-22 site, the dominant vegetation transitions to immature pitch pine saplings with a sparse understory of native shrubs and grasses. A stand of mature big-toothed aspen (Populus grandidentata) trees is located adjacent to the site access road.

A single wetland known as the Unit Training Equipment Site pond is located northeast of the CS-22 site. Also, two smaller wetlands are located southeast of the site. Snake and Weeks ponds are located northeast of the site.

The CS-22 site is located within an area designated by the Massachusetts Natural Heritage and Endangered Species Program as a priority habitat of rare species. However, no rare species of plants or animals protected by the Massachusetts Endangered Species Act have been documented at the site. Furthermore, no federally-listed threatened or endangered plants or animals have been documented to exist within the CS-22 study site.

1.6.2 Risk Characterization

Risk characterization integrates the results of the exposure and effects assessments to estimate risks. Because only abiotic data were available for this assessment, the principal line of evidence is the single chemical toxicity data, which indicate the toxic effects of the concentrations measured in the site media. Hazard Quotients (HQs) greater than 1 suggest that the chemical may be hazardous to the end-point biota and, therefore, worthy of further assessment. HQs less than one suggest that the chemical is nonhazardous and need not be considered further.

1.6.2.1 Terrestrial Wildlife

Maximum concentrations were screened against diet benchmarks for the short-tailed shrew, white-footed mouse, and the red fox. A summary of the screening for each endpoint species is discussed below:

Short-Tailed Shrew: For the short-tailed shrew, maximum total concentrations for seven inorganic compounds (aluminum, arsenic, barium, chromium, lead, selenium, vanadium) and one organic compound (benzo(a)pyrene) exceeded their respective no observed adverse effects level (NOAEL) benchmarks. The exceedances occurred at locations 83SS0009 and 83SS0013.

White-Footed Mouse: For the white-footed mouse, maximum total concentrations for five inorganic compounds (aluminum, arsenic, barium, lead, vanadium) exceeded their respective NOAEL benchmarks. The exceedances occurred at location 83SS0009.

Red Fox: For the red fox, maximum total concentrations for seven inorganic compounds (aluminum, arsenic, barium, chromium, lead, selenium, vanadium) and one organic compound (benzo(a)pyrene) exceeded their respective NOAEL benchmarks. The exceedances occurred at locations 83SS0009 and 83SS0013.

1.6.2.2 Soil Invertebrates

Earthworms absorb a variety of inorganic and organic soil contaminants through both feeding in soil and litter, and burrowing in soil. It is assumed these organisms represent highly exposed soil invertebrates. Because earthworms and other soil invertebrates may spend their entire lives at a single sampling location, the maximum detected contaminant concentrations are used to assess potential negative impacts of contaminated soil on soil invertebrate populations. Maximum concentrations were screened against benchmarks derived for earthworms. Benchmarks were unavailable for 33 of the detected analytes. The calculated HQ of 68.75 for chromium exceeded 1. The maximum concentration (27.5 mg/kg) occurs at location 83SS0009.

1.6.3 SI Ecological Risk Analysis Summary

Contaminants exceeding their respective benchmarks or an HQ of 1 for terrestrial wildlife or invertebrates were identified as chemical of potential ecological concern (COPECs). Seven metals and one organic compound were identified as COPECs in soil. A comparison of maximum concentrations to background values, for the identified COPECs, revealed that background concentrations were occasionally exceeded for all seven inorganic compounds (aluminum, arsenic, barium, chromium, lead, selenium, vanadium) and one organic compound [benzo(a)pyrene]. Most of the samples, however, contained inorganics at concentrations below established background concentrations for MMR soils. Table 1-3 presents ecological COPECS.

Table 1-3: COPECs Identified in the 2001 CS-22 Site Investigation

COPEC

Maximum Concentration Detected (mg/kg)

Aluminum

22,600

Arsenic

6.7

Barium

79.3

Chromium

27.5

Lead

202

Selenium

1.3

Vanadium

39.6

Benzo(a)pyrene

4.9

1.6.4 Post SI Risk Analysis

In order to be consistent with removal and remedial actions for the SARAP, AFCEE selected ecological - risk based COCs to be addressed by this EE/CA based on comparison of analytical data of COPECs selected by the SI with ecological risk based STCLs developed in 2001 (inorganics); STCLs developed as part of the DSRP program (organics only); and STCLs considered protective of terrestrial plants and invertebrates. Table 1-4 presents ecological COPECs that were retained as COCs.

Table 1-4: Ecological Risk-Based Contaminants of Concern

COPEC

Max. Conc (mg/kg)

Most Stringent STCL (mg/kg)

Retained as COC?

Aluminum

22,600

2,300 (Northern Short-tailed Shrew)

Yes

Arsenic

6.7

1.0 (Meadow Vole)

Yes

Barium

79.3

52 (Meadow Vole)

Yes

Chromium

27.5

5.0 (Phytotoxicity)

Yes

Lead

202

100 (Phytotoxicity)

Yes

Selenium

1.3

0.19 (Meadow Vole)

Yes

Vanadium

39.6

0.45 (Phytotoxicity)

Yes

Benzo(a)pyrene

4.9

0.625 (DSRP-bird)

Yes

All COPECs were retained as ecological risk-based COCs. RALs to address these COCs are developed and presented in Section 2.0.

1.7 Risk Analysis Conclusion

The sampling results of the SI indicate that AOC CS-22 contains chemicals at levels that pose risk to ecological receptors and humans. The 2001 SI recommended a removal action of soil containing these COCs for the protection of human health and the environment. Presented in Table 1-5 are the selected COCs and the applicable risk-based criteria (human-health and/or ecological). Section 2.0 presents removal action objectives intended to address these COCs.

Table 1-5: Contaminants of Concern for CS-22

COC

Risk Based Criteria

Aluminum

Ecological

Arsenic

Ecological, Human

Barium

Ecological

Chromium

Ecological

Lead

Ecological

Selenium

Ecological

Vanadium

Ecological

Benzo(a)anthracene

Human

Benzo(a)pyrene

Ecological, Human

Benzo(b)fluoranthene

Human

C11-C22 aromatic hydrocarbons*

Human

C19-C36 aliphatic hydrocarbons*

Human

Dibenz(a,h)anthracene

Human

indeno(1,2,3-c,d)pyrene

Human

* denotes classes of compounds

2.0 Identification of Removal Action Objectives

This section provides removal action justification, a summary of the regulatory requirements, and the objectives for developing removal alternatives. Subsection 2.1 outlines the justification for soil removal at CS-22. Subsection 2.2 discusses the definition of applicable or relevant and appropriate requirements (ARARs).

ARARs and identifies potential chemical- and location-specific ARARs for the study areas. Potential action-specific ARARs and the applicability of the ARARs pertinent to each removal alternative in this EE/CA are discussed in Section 4.0, Evaluation of Removal Action Alternatives. Subsection 2.3 presents the RAOs and subsection 2.4 presents the development of RALs.

2.1 Removal Action Justification

The NCP states that a removal action may be conducted at a site when a threat to human health or welfare or the environment is determined. An appropriate removal action is undertaken to abate, minimize, stabilize, mitigate, or eliminate the release or the threat of release at a site. Section 300.415 of the NCP outlines factors to be considered when determining the appropriateness of a removal action, such as high concentrations of hazardous substances, pollutants, or contaminants in soil, largely at or near the surface, that may migrate or present a threat of fire or explosion.

Once it is decided that a removal action is appropriate, a determination is made whether the removal is an "emergency", "time-critical", or "non-time-critical" removal. "Emergencies" are those removals in which response actions must begin within hours or days after completion of the site evaluation. "Time-critical" removals are those for which, based on a site evaluation, it is determined there are less than six months available before on-site response activities must begin. "Non-time-critical" removals are those for which it is determined there are more than six months available before removal actions must begin.

The 2001 SI Report for the AOC CS-22 recommended a "non-time-critical" removal action at Study Area CS-22 based on identification of COCs that present an ecological and/or human health risk. Furthermore, two classes of compounds (i.e., petroleum hydrocarbons and Target Analyte List (TAL) chlorinated VOCs are to be addressed by this removal action due to potential impact to groundwater This EE/CA documents the identification and evaluation of a removal action alternative in support of this "non-time-critical" removal action.

2.2 Applicable or Relevant and Appropriate Requirements

ARARs are federal and state human health and environmental requirements used to (1) evaluate the appropriate extent of site cleanup; (2) scope and formulate alternatives; and (3) guide the implementation and operation of a selected action. NCP Section 300.415(I) establishes that removal actions are required to attain "to the extent practicable, considering the exigencies of the situation, all state as well as federal ARARs." To determine whether compliance with ARARs is practicable, factors such as the urgency and scope of the removal action should be considered. Scope relates to the special nature of removals in that they may be used to minimize and mitigate potential harm rather than totally eliminate it. Therefore, even though a particular standard may be an ARAR for a particular medium, it may be outside the scope of the removal action when such cleanup is not necessary for stabilization of the site. The scope of the removal action at AOC CS-22 is limited to removal of localized areas of soil contamination at each study area.

Under CERCLA Section 121(e), permits are not required for response actions conducted entirely on-site. This permit exemption applies to administrative permit requirements (e.g., documentation, recordkeeping, and enforcement). However, compliance with the substantive requirements of applicable regulations must be achieved.

The NCP defines three categories of potential requirements in the remedial response process: (1) applicable requirements, (2) relevant and appropriate requirements, and (3) information to be considered (TBC) guidance. These definitions are discussed in the following paragraphs.

Applicable Requirements are clean-up standards, standards of control, and other substantive environmental protection requirements, criteria, or limitations promulgated under federal or state law that specifically address a hazardous substance, pollutant, contaminant, remedial action, location, or other circumstance at a site.

Relevant and Appropriate Requirements are clean-up standards, standards of control, or other substantive environmental protection requirements, criteria, or limitations, promulgated under federal and state law, that while not applicable to a hazardous substance, pollutant, contaminant, remedial action, location, or other circumstance, address problems or situations sufficiently similar to those encountered at the site that their use is well suited. Portions of a requirement may be relevant and appropriate even if the entire requirement is not.

To Be Considered (TBC) Guidance are advisories or guidance issued be federal or state government that are not legally binding and do not have the status of potential ARARs. They are considered in the absence of federal or state ARARs, or when such ARARs are not sufficiently protective.

Under the description of ARARs set forth in the NCP and Superfund Amendments and Reauthorization Act (SARA), State and federal ARARs are categorized as:

  • Chemical-specific ARARs are typically health- or risk-based numerical values or methodologies that establish site-specific acceptable chemical concentrations or amounts. These values are used to develop action levels or clean-up concentrations;

  • Location-specific ARARs set restrictions on chemical concentrations or conduct of activities solely because they are in special locations; and

  • Action-specific ARARs regulate the performance and design of remedial activities.

A discussion of chemical- and location-specific ARARs follows. Once remedial action alternatives have been developed, alternative-specific, and action-specific ARARs are identified in Subsection 4.2. Subsection 4.2 also presents an evaluation of each alternative with respect to compliance with ARARs.

2.2.1 Chemical-Specific Applicable or Relevant and Appropriate Requirements

Chemical-specific ARARs are usually health- or risk-based standards that limit concentrations of chemicals found in or, discharged to the environment. These ARARs govern the extent of site remediation by providing either actual clean-up levels or the basis for calculating such levels.

There are no promulgated federal standards for soil. PAHs and petroleum hydrocarbons were identified as COCs. RALs for PAHs with the exception of Benzo(a)pyrene were based on MCP Method 1 S-1/GW-1 standards. For petroleum hydrocarbons and PAHs with the exception of benzo(a)pyrene, MCP Method 1 S-1/GW-1 standards are considered chemical-specific ARARs, and are used as RALs. Chemical-specific ARARs and TBC Guidance are summarized in Table 2-1.

AFCEE developed RALs for inorganic compounds that are considered protective of ecological receptors. Please note that RALs based on MMR-specific STCLs, are not considered chemical-specific ARARs or TBC. Development of these RALs are discussed in Section 2.4.

Benzo(a)pyrene was identified as both a human health and ecological COC. For human health, the MCP S-1/GW-1 standard is the chemical-specific ARAR. However, because the ecological STCL (derived from the MMR Risk Assessment Handbook) is more stringent, the State ARAR is only applicable for depths greater than two feet.

Table 2-1: Chemical-specific ARARs, Criteria, Advisories, and Guidance

Media

Requirement

Status

Requirement Synopsis

Action To Be Taken To Attain Requirement

Soil

 

 

 

 

 

 

 

(Federal)

USEPA Risk Reference Doses (RfDs)

To Be Considered

RfDs are considered the levels unlikely to cause significant adverse health effects associated with a threshold mechanism of action in human exposure for a lifetime.

USEPA RfDs are used to calculate human health risk-based STCLs for noncarcinogens in various media.

  USEPA Carcinogen Assessment Group, Cancer Slope Factors (CSFs) To Be Considered CSFs represent the most up-to-date information on cancer risk from USEPA's Carcinogen Assessment Group. USEPA CSFs are used to compute the human health cancer risk-based STCLs for certain chemicals.

 

USEPA Wildlife Exposures Handbook

 

To Be Considered

Life History Parameters for ecological receptors include body weight, ingestion rate, % of diet, exposure duration, and home range factor.

Life history parameters are used to calculate ecological STCLs

(State)

Massachusetts Contingency Plan (MCP) Method 1 S-1/GW-1 Standards (310 CMR 40.0000)

Applicable

These standards consider the potential risk of harm resulting from direct exposure to hazardous materials in the soil and the potential impacts on the groundwater at a site.

Removal activities will include the excavation of soils containing concentrations of PAHs; C5-C8, C9-C12, C13-C18 and C19-C36 aliphatics; and C9-C10 and C11-C22 aromatics above the MCP Method 1 S-1/GW-1 standards for those contaminants.

Notes:

ARAR = Applicable or Relevant and Appropriate Requirement
CSFs = Cancer Slope Factors
RfDs = Reference Doses
STCL = Soil Target Cleanup Level
USEPA = U.S. Environmental Protection Agency

2.2.2 Location-Specific Applicable or Relevant and Appropriate Requirements

Location-specific ARARs pertain to special locations (i.e., wetlands, floodplains, sensitive ecosystems, or places of historical or archeological significance). These ARARs generally place restrictions on the concentration of hazardous substances or the conduct of activities solely based on the site’s particular characteristics or location. Areas of critical environmental concern and habitats for endangered species were identified at MMR during a 1984 Natural heritage Survey (Massachusetts Natural Heritage Program 1984). However, soil removal activities at AOC CS-22 are not anticipated to disturb these locations. Location-specific ARARs are listed in Table 2-2.

Table 2-2: Location-Specific ARARs, Criteria, Advisories, and Guidance

Requirement Status Requirement Synopsis Action to be Taken to Attain Requirement

Massachusetts Endangered Wildlife and Wild Plants (321 CMR 8.00)

Applicable

The State has authority to research, list, and protect any species seemed endangered , threatened , or of special concern. The State List may differ from the Federal List of Endangered species

AFCEE has not identified federally listed or state-protected threatened species at the CS-22 site, but will be confirmed during the design phase.

2.2.3 Action-Specific Applicable or Relevant and Appropriate Requirements

Action-specific ARARs are technology- or activity-based limitations that direct how remedial actions are conducted. The applicability of this set of requirements is directly related to the particular remedial activities selected for the sites. These requirements are presented for each alternative in Section 4.0 of this EE/CA. Evaluation of action-specific ARARs is one criterion for assessing the feasibility and effectiveness of remedial alternatives, and is discussed in Section 4.0.

2.3 Removal Action Objectives

Removal action objectives were developed based on these considerations and were established to achieve the overall objective of protecting human health and the environment. The specific RAOs for AOC CS-22 are summarized as follows:

  • prevent exposure to humans and ecological receptors from metals and polycyclic aromatic hydrocarbon (PAH) contaminated soil, and

  • mitigate potential impact to groundwater by petroleum hydrocarbons.

The objectives identify responses that are necessary to adequately address human-health and ecological risks, as well the potential groundwater impact posed by contaminated soil.

2.4 Removal Action Levels

Removal Action Levels based on evaluation of MMR site-specific STCLs also take into account MMR site–specific background. Table 2-3 presents the selected COCs and corresponding RAL. Please note that the background values for the development of these RALs were obtained from the background study performed as part of the MMR Risk Assessment Handbook. The only exception was chromium. The background value for chromium (19 mg/kg) was obtained from the Camp Edwards background study. The background value was approved by USEPA based on the agency’s review of the Table entitled "Soil Target Cleanup Levels Driven by Inorganic and/or PCB Risk" (see Appendix A for USEPA approval letters).

 

Table 2-3: Chemicals of Concern and Respective Removal Action Levels

Chemical Basis of Selection RAL (mg/kg) Comments

Aluminum

Ecological

8,900 mg/kg (Background)

(0-2ft. bgs)

Most stringent ecological STCL was for phytotoxicity (50 mg/kg). However, the RAL selected is the site-specific background (8,900 mg/kg).

Arsenic

Ecological

Human

3.6 mg/kg (Background)

(0-15 ft. bgs)

Ecological STCL calculated in Technical Memorandum Revised Ecological Soil Target Cleanup Levels for Inorganics at Massachusetts Military Reservation Jan. 2001. Lowest calculated ecological STCL was for the meadow vole (1 mg/kg). RAL approved February 8, 2001 [refer to USEPA RAL approval letter dated February 8, 2001 (See Appendix B)]. The lowest human health STCL is 0.366 mg/kg. However, the RAL selected is the site-specific background (3.6 mg/kg).

Barium

Ecological

52 mg/kg (Ecological – Meadow Vole)

(0-2 ft bgs.)

Ecological STCL calculated in Technical Memorandum Revised Ecological Soil Target Cleanup Levels for Inorganics at Massachusetts Military Reservation Jan. 2001. Lowest calculated STCL was for the meadow vole (52 mg/kg). RAL approved February 8, 2001 [refer to USEPA RAL approval letter dated February 8, 2001 (See Appendix B)].

Chromium

Ecological

19 mg/kg (Background)

(0-2 fts bgs)

Most stringent ecological STCL was for phytotoxicity (1 mg/kg). However, the RAL selected is the site-specific background (19 mg/kg).

Lead

Ecological

99 mg/kg (Background)

(0-2 ft bgs)

 

Ecological STCL based on lower end of critical soil range (100 mg/kg) (refer to Table O-4 of the MMR RAH) used to calculate hazard quotient to determine phytotoxicity. Value was adjusted to 99mg/kg due to proposed background.

Ecological RAL approved May 2, 2001 [refer to USEPA RAL approval letter dated May 2, 2001 (See Appendix C)].

Selenium

Ecological

Background

(0.33 mg/kg)

(0-2 ft bgs)

Ecological STCL calculated in Technical Memorandum Revised Ecological Soil Target Cleanup Levels for Inorganics at Massachusetts Military Reservation Jan. 2001. Lowest calculated STCL was for the Meadow Vole (0.19 mg/kg). RAL approved February 8, 2001 [refer to USEPA RAL approval letter dated February 8, 2001 (See Appendix B)]. However site-specific background was selected as the RAL.

Vanadium Ecological

15 mg/kg (Background)

(0-2 ft. bgs)

Lowest calculated STCL was for phytotoxicity (2 mg/kg). However site-specific background (15 mg/kg) was selected as the RAL.

Benzo(a)anthracene

Human

0.7 mg/kg (MCP S-1/GW-1)

(0-15 ft. bgs)

MCP S-1/GW-1 standard is the most stringent human-health STCL.

Benzo(a)pyrene

Human,

Ecological

0.625 mg/kg (DSRP-bird)

(0-2 ft. bgs)

0.7 mg/kg (MCP S1/GW-1)

(2-15 ft bgs)

DSRP STCL for protection of birds was more stringent than for protection of human heath, therefore was selected as RAL from 0-2ft bgs. The RAL for > 2 feet bgs is 0.7 mg/kg (MCP S-1/GW-1 standard)

Benzo(b)fluoranthene

Human

0.7 mg/kg (MCP S-1/GW-1)

(0-15 ft. bgs)

MCP S-1/GW-1 standard is the most stringent human-health STCL.

Indeno(1,2,3,-c,d)pyrene

Human

0.7 mg/kg (MCP S-1/GW-1)

(0-15 ft. bgs)

MCP S-1/GW-1 standard is the most stringent human-health STCL.

Petroleum Hydrocarbons

Human/Impact to Groundwater

Total: 200

Aliphatic
C5-C8: 100
C9-C12 :1,000
C13-C-18: 1,000
C19-C36: 2,500

Aromatic
C9-C10: 100
C11-C22 :200
(0-15 ft bgs)

RAL for petroleum hydrocarbons is based on MCP S1/GW1 Standards.

TAL Chlorinated Volatile Organic Compounds

Impact to Groundwater

TBD

Impact to Groundwater RALs are currently being developed. Samples will be collected at the bottom of excavations to determine if further delineation is required.

Petroleum hydrocarbons and PAHs were detected in surface soils. The MADEP has established standards for protection of groundwater and human health. Removal of petroleum hydrocarbon and PAH contaminated soil to MCP Method 1 S-1/GW-1 standards are considered protective of human health and is expected to mitigate impact to groundwater. The MCP Method 1 S-1/GW-1 standards are considered chemical-specific ARARs.

Two TAL chlorinated VOCs were detected in surface soil. No RALs have been developed. Because both samples were collected from areas that will be excavated due to ecological /human risk, samples will be collected at the bottom of the excavation to determine if additional action is warranted.

Figure 2-1 presents all detections of COCs above RALs at AOC CS-22. The final horizontal area and depth of removals will be determined based on results of confirmation sampling and risk management decisions. Table 2-4 presents COCs and approximate volumes of soil with contamination above RALs. Please note that these volumes are based on the assumption that confirmation sample results would be below RALs for selected analytes. Exceedances of RALs will result in further evaluation and/or action.

Table 2-4: CS-22 Volume Estimates

AREA

Areal Extent (SF)

Depth (feet)

Volume (CY)

Contaminant of Concern

AREA A(83SS001, 9, 10)

6,250

2

463

Metals, EPH, chlorinated VOCs

AREA B
(83SS0013)

2,500

3

278

PAHs, Selenium

AREA C
(83SS0014)

2,500

2

185

PAHs, Selenium

AREA D
(83SS0015)

2,500

2

185

PAHs, Selenium

TOTAL VOLUME

1,111 CY

TOTAL VOLUME including 10% bulking factor

1,200 CY

3.0 Identification of Removal Action Alternatives

The proposed action at CS-22 would require removal of contamination from the study areas followed by subsequent treatment and/or disposal of the material, if necessary. Specific removal activities at the study area could include excavation of contaminated soil; treatment of the excavated soil using thermal, physical, chemical, or biological treatment technologies; disposal of excavated soil in permitted landfills; reuse of treated soil; and in-situ treatment technologies. Three alternatives are presented in this section (i.e, no action; institutional controls and soil and groundwater monitoring; and excavation, off-site disposal and site restoration).

3.1 Alternative One: No Action

Description: The NCP requires that a "no action" alternative be evaluated to provide a baseline for comparison to other alternatives.

3.2 Alternative Two: Institutional Controls and Soil and Groundwater Monitoring

Description: This alternative consists of soil and groundwater monitoring at the CS-22 site and institutional controls. Samples would be collected and analyzed for EPH/VPH, metals, and for PAHs. The analytes selected were based on the identification of COCs based on human health, ecological risk, and leaching potential. Institutional controls in the form of land use restriction via the Base Master Plan will be implemented because COCs are present at levels that may pose risk under residential exposure conditions.

Provided below are the components of this alternative.

Capital Components

Institutional Controls: Prohibitions on land use would be initiated and maintained. Prohibitions would be promulgated in the Base Master Plan. Prohibitions would be communicated to all employees and enforced through appropriate administrative channels.

Workplan: The preparation of the monitoring plan will include a Quality Assurance component, Health and Safety, and Sampling Analysis Plan. The work plan will be reviewed and approved by MADEP and USEPA.

Monitoring Well Installation: Two downgradient wells and one upgradient well would be installed at the CS-22 site. Well depths would be to approximately 70 feet bgs.

O&M Components

Soil Sampling: Soil sampling would include collecting soil samples from 0-2 ft bgs and 2-4 ft bgs. from nine locations. For the purpose of this EE/CA, it is assumed that sampling will be conducted for a 30-year period on an annual basis; however, the frequency may be reevaluated based on results. Estimated labor for the sampling events is approximately one day (10 hours per day) for two geologists. Figure 3-1 presents sampling locations of the proposed monitoring program at CS-22.

Groundwater Sampling: Sampling is an O&M cost and would include sampling groundwater from three monitoring wells. For the purpose of this EE/CA, it is assumed that sampling will be conducted for a 30-year period on an annual basis; however, the frequency may be reevaluated based on results. Estimated labor for the sampling events is approximately two days (10 hours per day) per sampling round for two geologists. Figure 3-1 presents sampling locations of the proposed monitoring program at CS-22.

Groundwater Off-site Laboratory Analysis: Analytes proposed for the monitoring program are the TCL SVOC list, EPH/VPH, and TAL metals. Four samples will be collected per sampling episode (i.e., three monitoring wells and one quality assurance/quality control (QA/QC) sample.

Soil Off-site Laboratory Analysis: Analytes proposed for the monitoring program are the TCL SVOC list, EPH/VPH, and TAL metals. 20 samples will be collected per sampling episode (i.e., nine shallow depth (0-2 ft. bgs); nine intermediate (3-4 ft. bgs); and two QA/QC samples.

Investigation-Derived Waste (IDW): IDW (purge water) would be generated as part of the annual sampling effort. It assumed that 10 drums would require off-site disposal on an annual basis. The IDW is expected to be non-hazardous.

Annual Report: An Annual Report would be prepared to summarize sampling results to determine if additional action would be required.

Five-Year Reviews: Five-year reviews will be required because contaminants would be left in place. However, because the review is facility-wide, no costs were incorporated into this alternative.

3.3 Alternative Three: Excavation, Off-Site Disposal and Site Restoration

This alternative consists of excavating approximately 1,200 cubic yards of soil contaminated with COCs above the RALs; and staging the soil for off-site transportation to an appropriately licensed landfill for disposal. Components for this alternative are detailed below:

Design: Design and engineering elements and considerations would include preparing a remedial action work plan, a health and safety plan and a confirmatory sampling program. Furthermore, because there is more than 5,000 square feet of land surface that will be disturbed, a soil erosion/sediment control plan will be required.

Site Preparation: Required site preparation would include construction of a vehicle decontamination pad, and staging areas. One staging area would be required for segregated wastes. Polyethylene liners would be installed and the perimeter of the staging areas would be bermed to prevent storm water runoff.

Clearing Vegetation: Clearing the area of trees and vegetation would be required for excavation. Tree stumps would be removed during the excavation and separated from the soil. Construction equipment could complete the clearing operation in less than one week. It is assumed that tree stumps would be disposed of as nonhazardous debris with the soil.

Resource Conservation and Recovery Act (RCRA) Waste characterization: All soil to be excavated is expected to be non-hazardous and disposed of at a RCRA Subtitle D Landfill. A total of 10 samples for full RCRA characterization will be collected.

Excavation: Assuming an excavation bulking factor of 10%, approximately 1,200 cubic yards of soil would be stockpiled for off-site disposal (see Figure 3-2). It is assumed that an excavator and a front-end loader could complete the excavation in two weeks. Personnel would perform the excavation in level D personal protective equipment. Standard dust control techniques would be used during remedial construction activities to mitigate the potential for fugitive dust emissions. If analytical results of the sidewall and/or base excavation (if COC is TPH or based on human health risk) confirmatory samples indicate concentrations remain above RALs, additional excavation will be performed followed by additional confirmatory sampling. This process would be repeated until analytical results indicate that all of the soil containing COCs at concentrations greater than RALs has been removed.

Off-site Disposal: Soil would be transported off-site for disposal at a Subtitle D landfill. For purposes of developing a cost estimate for this alternative, 100% of the excavated soil is considered RCRA non-hazardous. Approximately 1,800 tons (based on 1.5 tons of soil being equivalent to one cubic yard of soil) would be shipped off-site for disposal.

Confirmation Sampling Program: Confirmation sampling would be performed in accordance with the requirements of USEPA publication 9360.4-10 "Removal Program Representative Sampling Guidance; Volume 1 – Soil". Samples would be collected from the walls and base of the excavation and analyzed for COCs. For purposes for developing this cost estimate, it is assumed that 30 samples will be analyzed for VPH/EPH, TAL metals, TCL VOCs, and PAHs. In addition, five samples will be collected from each of the following sample locations: 83SS0012, 83SS0016, and 83SS0017 (for a total of 15 samples) where selenium slightly exceeded the RAL. Results will be evaluated to determine if excavation is needed.

Site Restoration: Once confirmatory sampling results indicate that excavation activities are complete, the excavated areas would be back-filled to restore the site to the existing grade. Backfill would consist of certified clean soil from an approved source. The fill would be compacted in place to restore the site to conditions specified in the approved work plans. The top 6 inches of backfill would be topsoil capable of supporting vegetative growth. Runoff collection and retention would be considered during the design phase to comply with action-specific ARARs. Construction equipment would be required for backfill placement and compaction (e.g. D-5 bulldozer and a 10-ton vibrator roller with a padded drum).

4.0 Evaluation of Removal Action Alternatives

The approach to evaluating removal action alternatives is outlined in Subsection 4.1. The first step in the evaluation process is to assess the alternative with respect to evaluation criteria. This evaluation is presented in Subsection 4.2. The recommended alternative based on this evaluation and the rationale for its selection is presented in Subsection 4.3. Public participation considerations for implementation of the proposed alternative are presented in Subsection 4.4. Section 4.5 presents the removal action schedule.

4.1 Approach to the Evaluation of Alternatives

Alternatives identified as potentially feasible for removal actions at AOC CS-22 were evaluated for (1) effectiveness, (2) implementability, and (3) cost.

4.1.1 Effectiveness

Effectiveness includes several evaluation factors which are described below:

1. Protection of Human Health and the Environment: This criterion assesses the ability of the alternative to be protective of humans under present and future land use conditions. Furthermore, protection of ecological receptors would be evaluated.

2. Compliance with ARARs: Identifies whether or not implementation of the alternative would comply with all chemical-specific, action-specific, and location-specific ARARs.

3. Long-term Effectiveness: This criterion addresses the magnitude of residual risk remaining at the conclusion of removal activities. It addresses the adequacy and reliability of controls established by a remedial action alternative to maintain reliable protection of human health and the environment over time.

4. Reduction of Toxicity, Mobility, and Volume Through Treatment: Identifies whether or not implementation of the alternative would reduce contaminant toxicity (e.g., reduction of hexavalent chromium to trivalent chromium); mobility (e.g., preventing leaching into groundwater) or actual volume.

5. Short-term Effectiveness: This criterion addresses the effects of an alternative during the construction and implementation phase until RAOs are met. This criterion includes the speed with which the remedy achieves protectiveness and potential to create adverse impacts on human health and the environment during construction and implementation.

4.1.2 Implementability

Implementability is evaluated in accordance with the following criterion:

1. Technical Feasibility: The evaluation of constructional and operational considerations, as well as demonstrated performance/useful life.

2. Administrative Feasibility: Including permitting requirements, easements/right of ways, and impact on adjoining property are evaluated.

3. Availability of Services and Materials: The availability of qualified contractors to conduct site preparation, design, excavation, and transportation. The availability of disposal facilities which are licensed to accept soil classified as hazardous and nonhazardous.

4. State Acceptance: The concurrence of the MADEP with the proposed alternatives.

5. Community Acceptance: The acceptance of the proposed alternatives by stake-holders.

4.1.3 Cost

The cost estimate contains the capital cost and operations and maintenance costs. The cost estimate for each component of the proposed alternative is based on assumptions provided in Section 3.0. In addition, the present worth is calculated using a discount rate of percent.

4.2 Evaluation of Alternatives

This subsection presents the evaluations of Alternatives One, Two, and Three using the criteria outlined in Section 4.1.

4.2.1 Alternative One: No Action

4.2.1.1 Effectiveness

Overall Protection of Human Health and the Environment: This is no action alternative, therefore there would be no protection of human health and the environment by implementing this alternative.

Compliance with ARARs/TBC Guidance: Implementation of this alternative will not comply with the chemical-specific ARARs (i.e., MCP Method 1 S-1/GW-1 standards) for TPH or for PAHs. This alternative will not achieve the RAO of remove COCs above MMR site-specific risk-based RALs. Implementation of this alternative does not require compliance with location-specific ARARs. There are no action-specific ARARs for the no action alternative.

Long-Term Effectiveness and Permanence: Because this is a no action alternative, this alternative does not offer a long-term permanent and effective solution.

Reduction of Toxicity, Mobility, or Volume Through Treatment: This alternative does not include a treatment component; therefore, evaluation of this criterion is not applicable.

Short-Term Effectiveness: There is no short-term effectiveness associated with the no action alternative.

4.2.1.2 Implementability

There are no implementability concerns associated with the no action alternative.

4.2.1.3 Cost

The 30 year net present worth is $ 0.

4.2.2 Alternative Two: Institutional Controls and Soil and Groundwater Monitoring

4.2.2.1 Effectiveness

Overall Protection of Human Health and the Environment: This alternative does not provide protection of human health and the environment because no action is taken to mitigate exposure.

Compliance with ARARs/TBC Guidance: Implementation of this alternative will not comply with the chemical-specific ARARs (i.e., MCP Method 1 S-1/GW-1 standards) for TPH or for PAHs. This alternative will not achieve the RAO of remove COCs above MMR site-specific risk-based RALs. Implementation of this alternative will comply with location-specific ARARs. Implementation of this alternative is expected to comply with all action-specific ARARs. Table 4-1 presents action-specific ARARs for alternative two.

Long-Term Effectiveness and Permanence: This alternative does not offer long-term effectiveness and permanence.

Table 4-1: Action-Specific ARARs, Criteria, advisories, and Guidance For Alternative Two

Requirement

Status

Requirement Synopsis

Action To Be Taken To Attain Requirement

Federal

 

 

 

 

 

RCRA Standards for Owners and Operators of Hazardous Waste TSDF Facilities (40 CFR Part 264) Applicable

Massachusetts has been delegated the authority to administer these RCRA standards through its state hazardous waste management regulations. The relevant and appropriate provisions of 40 CFR Part 264 are incorporated by reference.

IDW and drill cuttings will be temporarily stockpiled on-site in accordance with state hazardous waste storage regulations.

RCRA Identification and Listing of Hazardous Wastes; Toxicity Characteristic (40 CFR 261.24)

Applicable

These requirements identify the maximum concentrations of contaminants for which the waste would be a RCRA characteristic waste because of its toxicity. The analytical test set out in Appendix II of 40 CFR Part 61 is referred to as the Toxicity Characteristic Leaching Procedure (TCLP).

IDW will be analyzed by the TCLP to determine whether they are characteristic hazardous waste under RCRA. IDW that is determined to be hazardous will be disposed off-site in a RCRA Subtitle C TSDF.

State

 

 

 

 

 

Massachusetts Hazardous Waste Management Regulations – Requirements for Generators (310 CMR 30.300-30.371) Applicable

These requirements sets standards for generators of hazardous waste that address (1) accumulating waste, (2) preparing the hazardous waste for shipment, and (3) preparing the uniform hazardous waste manifest.

If IDW and/or drill cuttings are identified as hazardous wastes, the waste will be managed in accordance with these requirements.

 

 

Notes: 
ARAR = Applicable or Relevant and Appropriate Requirement
FR = Code of Federal Regulations
CMR = Code of Massachusetts Regulations
RCRA = Resource Conservation and Recovery Act
TCLP = Toxicity Characteristic Leaching Procedure
TSDF = treatment, storage or disposal facility

Reduction of Toxicity, Mobility, or Volume Through Treatment: This alternative does not include a treatment component; therefore, evaluation of this criteria is not applicable.

Short-Term Effectiveness: There is no short-term effectiveness associated with this alternative.

4.2.2.2 Implementability

Technical Feasibility: This alternative involves procedures that can easily be implemented. Labor, equipment, and materials required for this alternative are conventional and readily available.

Administrative Feasibility: The coordination with appropriate Federal, State, and Local agencies will be required to implement this alternative.

Availability of Services and Materials: Contractors are available to conduct site investigation activities. Several facilities are licensed to accept investigation derived waste classified as hazardous and nonhazardous.

State Acceptance: Not applicable, AFCEE is not proposing this alternative to address contamination at CS-22.

Community Acceptance: Not Applicable, AFCEE is not proposing this alternative to address contamination at CS-22.

4.2.2.3 Cost

The 30-year net present worth of Alternative Two is approximately $1,084,000. Table 4-2 summarizes Alternative Two costs. Appendix B provides cost components for Alternative Two. Costs are based on assumptions for each component presented in Section 3.0.

 

Table 4-2: Cost Estimate for Alternative Two Institutional Controls and Soil and Groundwater Monitoring

Description

Total Cost

Direct Capital Costs

$ 39,000

Indirect Capital Costs1

- Scope & Bid Contingency (10% of Direct Capital Costs)

$ 3,900

- Management & Design (24% of Direct Capital Costs)

$ 9,360

Subtotal Indirect Capital Costs

$ 13,260

Total Capital Costs

$ 52,260

Direct O&M Costs

$ 45,000