Green View Realty LLC Cedar Ridge Estates

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Presentation transcript:

Green View Realty LLC Cedar Ridge Estates www.greenviewrealty.com Is Pleased to Present: Application for Comprehensive Permit 40B Residential Development Cedar Ridge Estates www.greenviewrealty.com

Owner/Project Manager: Engineer: Coler & Colantonio, Inc. Norwell, MA Green View Realty, LLC 189 Hartford Avenue, Suite 2-1 Bellingham, MA 02019 Owner/Project Manager: Green View Realty, LLC Bellingham, MA Architect: Egnatz Associates, Inc. Bolton, MA Attorney: Rubin & Rudman LLP Boston, MA Engineer: Coler & Colantonio, Inc. Norwell, MA www.greenviewrealty.com

Proposed Hearing Agenda Overview of Project Drainage, Stormwater Management, Wetlands Enhancements, & Site Improvements Environmental Issues – History & Proposed Solutions (Tonight) Traffic, Public & Fire Safety Utilities – Water Supply & Wastewater Disposal Other Regulatory Permitting & Covenants www.greenviewrealty.com

Tonight’s Agenda 1) General Overview 2) Regulations and Processes 3) Site History 4) Individual Areas of Concern 5) Remediation Assurance 6) Questions & Answers

Holliston, Massachusetts Locus CEDAR RIDGE ESTATES Locus Plan Holliston, Massachusetts 52 Acres Total ~ 16 Acres Wetlands ~36 Acres Uplands

History 1960’s: Mink farm near intersection on north side of property, limited timber harvesting. 1970’s – 1983: Gravel pit and un-permitted land filling. 1983 to date:Vacant

Exisiting conditions Drumlin Access Road Loop Area Eastern Pond Area CEDAR RIDGE ESTATES Existing Conditions Plans Holliston, Massachusetts Exisiting conditions Western Wetlands Access Road Loop Area Drumlin Southern Uplands Eastern Pond Area

Purpose The purpose of environmental assessment is to determine the nature and extent of contamination in order to develop remediation (clean up) strategy and costs. Work will then be reviewed by a variety of other environmental professionals including: the DEP, ZBA consultants, insurance companies, attorneys, financial institutions, etc. Assessment and Remediation must comply with State Regulations: MGL 21E & the Massachusetts Contingency Plan (MCP) 310 CMR 40.0000.

Response Actions Completed by Green View Realty ASTM Phase I Environmental Site Assessment Phase II Environmental Site Assessment Conceptual Remediation Plan Meetings with DEP & Insurance Companies

Our Goal Reach a “Condition of No Significant Risk of harm to human, safety, public welfare or the environment for the foreseeable future” using residential exposure scenarios – the most conservative (health protective) exposure scenario.

MCP Process (310 CMR 40.000) Release Notification Phase I Initial Site Assessment–Tier Classification Phase II Comprehensive Site Assessment Phase III Selection of Remedial Alternative Phase IV Implementation of Remedial Alternative Phase V Remedy Operation Status Response Action Outcome (RAO) “Condition of No Significant Risk”

Public Involvement Plan (PIP) Enhances public participation Meetings at major steps within MCP Process Increases notifications and repository at local facility, e.g. town library

Standards Multiple Regulatory Standards – chemical and exposure specific Reportable Standards Cleanup Standards Upper Concentration Limits Cleanup Standards are risk based for potential exposures based on US EPA accepted toxicity values GW-1: Drinking Water GW-2: Indoor Air GW-3: Ecological

Standards (Con’t) Ecological Screening Values : “Concentrations below which harmful effects are unlikely to be observed” chemical & media specific Exposure to environment only, not humans

Sampling location plan

Site History Environmental Issues (1980’s) 1984: Investigation of Landfill Impacts (GZA) Conducted by Bird 6 Monitoring Wells, 1 Test Pit, & 3 Surface Water Samples 1984 – 1985: Residential Well Sampling (DEP) 40 Residential Wells 1987: Phase II Site Investigation Report (Wehran) 15 Monitoring Wells, 25 Test Pits, 5 Piezometers, & 8 Surface Water/Sediment Samples

Site History Environmental Issues (1990’s) 1990: Residential Well Sampling (DEP) 22 Residential Wells 1992: Phase II Comprehensive Site Assessment (Wehran) 24 Monitoring Wells, 22 Test Pits, 4 Surface Water/Sediment Samples, Passive Soil Gas Survey, Real Time Soil Gas Survey, Seismic Refraction Survey, Electromagnetic Induction Survey, Ground Penetrating Radar Survey, & Removal of Approximately 140 Drums 1994: Phase II Risk Assessment (Wehran EMCON) 1996: Removal of Over 200 Drums (Clean Harbors) 1999: Groundwater Sampling (EMCON) 13 Monitoring Wells & 1 Residential Well

Site History Environmental Issues (2000’s) 2001: Groundwater Sampling (IT Group) 15 Monitoring Wells, 1 Residential Well, & 1 Surface Water Sample 2002: Draft Phase III Remedial Action Plan (IT Corp.) 2002: Draft Class C Response Action Outcome Statement (IT Corp)

Priority resource map ~2 Miles

Current Regulatory Status Release Notification 1987 Phase II Comprehensive Site Assessment 1992 Draft Phase III Remedial Action Plan 2002 Draft Class C RAO 2002 DEP lien on Site - ~$ 4,000,000 for prior assessment and remediation DEP has reviewed recent data and concurs with Conceptual Remedial Plan

AOC Plan Drumlin Access Road Loop Area Eastern Pond Area CEDAR RIDGE ESTATES Existing Conditions Plans Holliston, Massachusetts AOC Plan Western Wetlands Access Road Loop Area Drumlin Southern Uplands Eastern Pond Area AOC-7 AOC-1 AOC-6 AOC-3 AOC-2 AOC-6 AOC-4 AOC-5 AOC-6 AOC-8

Aoc 1 AOC – 1: Eastern Groundwater 17 Coler & Colantonio, Inc. Test Pits 26 DEP Test Pits 32 Monitoring Wells Passive & Real Time Soil Gas Survey Seismic Refraction Survey Electromagnetic Induction Survey Ground Penetrating Radar Survey Surface Water Sampling of Pond N CEDAR RIDGE ESTATES Existing Conditions Plans Holliston, Massachusetts Aoc 1 Western Wetlands Access Road Loop Area Drumlin Southern Uplands Eastern Pond Area AOC-1

Zone II To Public Water Supply Zone II plan Fill Areas Zone II To Public Water Supply

Priority resource map ~2 Miles

Gw-1 & gw-2 GW-2 GW-1 -Treatment of over 2 million gallons of groundwater Injection of 8,000 pounds of remedial agent

Aoc 2 AOC – 2: Access Road Loop Area 23 Coler & Colantonio, Inc. Test Pits 5 DEP Test Pits 8 Monitoring Wells 6 Sediment Samples 4 Surface Water Samples N CEDAR RIDGE ESTATES Existing Conditions Plans Holliston, Massachusetts Aoc 2 Western Wetlands Access Road Loop Area Drumlin Southern Uplands Eastern Pond Area AOC-2

Zone II To Public Water Supply Zone II plan Fill Areas Zone II To Public Water Supply

- Relocation & consolidation of ~ 12,000 yd3 fill material Soil S-3 / GW-2 S-3 / GW-3 Lead 600 Mercury 60 TPH/SVOCs 5,000 / NA PCBs 2 Pesticides NA - 1 to 3 feet of clean cover - Relocation & consolidation of ~ 12,000 yd3 fill material - Disposal of up to 1,000 tons of construction debris TP-102 TP-104 Sediment MADEP TECs Copper 31.6 Lead 35.8 Mercury No Standard TPH/SVOCs NA / NA PCBs 59.8 Pesticides

Aoc 3 AOC – 3: Debris Field – Marshall St. 8 Coler & Colantonio, Inc. Test Pits 14 DEP Test Pits 19 Monitoring Wells N CEDAR RIDGE ESTATES Existing Conditions Plans Holliston, Massachusetts Aoc 3 Western Wetlands Access Road Loop Area Drumlin Southern Uplands Eastern Pond Area AOC-3

Zone II To Public Water Supply Zone II plan Fill Areas Zone II To Public Water Supply

- stabilization of 1,000 tons or disposal of 4,000 tons of soil S-1 / GW-1 S-1 / GW-2 S-1 / GW-3 Lead 300 Mercury 20 TPH/SVOCs 200 / NA 800 / NA PCBs 2 Pesticides NA - 4 to 6 feet of clean cover - stabilization of 1,000 tons or disposal of 4,000 tons of soil - disposal of 1,000 tons of construction debris - relocation of ~4,000 yd3 of construction

Aoc 4 & 5 AOC – 4 & AOC – 5: Western Wetlands Debris Field & Fill 1 Coler & Colantonio, Inc. Test Pit 5 DEP Test Pits 6 Monitoring Wells 3 Soil Samples 4 Sediment Samples 4 Surface Water Samples N CEDAR RIDGE ESTATES Existing Conditions Plans Holliston, Massachusetts Aoc 4 & 5 Western Wetlands Access Road Loop Area Drumlin Southern Uplands Eastern Pond Area AOC-4

- stabilization of 2,000 tons of soil - disposal of 3,000 tons of S-3 / GW-2 S-3 / GW-3 Lead 600 Mercury 60 TPH/SVOCs 5,000 / NA PCBs 2 Pesticides NA - 3 feet of clean cover - stabilization of 2,000 tons of soil - disposal of 3,000 tons of construction debris Sediment MADEP TECs Copper 31.6 Lead 35.8 Mercury No Standard TPH/SVOCs NA / NA PCBs 59.8 Pesticides

Aoc 6 AOC – 6: Access Road 10+ Coler & Colantonio, Inc. Test Pits 10+ DEP Test Pits 10 Monitoring Wells N CEDAR RIDGE ESTATES Existing Conditions Plans Holliston, Massachusetts Aoc 6 Western Wetlands Access Road Loop Area Drumlin Southern Uplands Eastern Pond Area AOC-6 AOC-6 AOC-6

Removal of surficial debris off site AOC-6: Removal of surficial debris off site

Aoc 7 AOC – 7: Eastern Pond Area Drums 1 Coler & Colantonio, Inc. Test Pit Multiple Monitoring Wells in Area N CEDAR RIDGE ESTATES Existing Conditions Plans Holliston, Massachusetts Aoc 7 Western Wetlands Access Road Loop Area Drumlin Southern Uplands Eastern Pond Area AOC-7

Removal of drums off Site AOC-7: Removal of drums off Site

Aoc 8 AOC – 8: Automobile Gasoline Tanks 1 Soil Sample 1 Surface Water Sample 1 Sediment Sample N CEDAR RIDGE ESTATES Existing Conditions Plans Holliston, Massachusetts Aoc 8 Western Wetlands Access Road Loop Area Drumlin Southern Uplands Eastern Pond Area AOC-8

Removal of Automobile Gas Tanks Off Site AOC-8: Removal of Automobile Gas Tanks Off Site

Remaining aoc plan Drumlin Access Road Loop Area Eastern Pond Area CEDAR RIDGE ESTATES Existing Conditions Plans Holliston, Massachusetts Remaining aoc plan Western Wetlands Access Road Loop Area Drumlin Southern Uplands Eastern Pond Area AOC-1 AOC-3 AOC-2 AOC-4

Conclusions Coler & Colantonio, Inc., the DEP and EPA along with an array of consultants have made a best faith effort to access the environmental conditions at the property. Based on our review of all data AOC-1, AOC-2, AOC-3, AOC-4 require additional remediation and assessment. (AOC-5 has been combined with AOC-4.) AOC-6, AOC-7 and AOC-8 require cleanup of surficial debris only.

Conclusions (Con’t.) All surficial debris will be removed off Site during development. The goal is to cleanup the property to a level where “No Significant Risk” exists, in accordance with all applicable regulations. During development if unforeseen conditions exist they will be addressed appropriately.

Proposed Site Assessment/Response Actions Additional Phase II Supplemental Site Assessment Planned Re Tier Classification and Release Notification of “New” Reportable Condition if appropriate. Phase III-IV Remedial Alternatives Plan or other MCP type remedial or abatement measure for all AOCs Method 3 Risk Assessment for Public Health & Stage II Environmental Risk Assessment Integration of Clean-Up of AOCs with Redevelopment

Assurance for Environmental Cleanup Town Oversight State / Federal Oversight Environmental Liability & Cost Overrun Insurance DEP Administrative Consent Order (ACO) Brownfields Covenant

Town Oversight Haley & Aldrich – Joel Mooney, LSP Edwards & Kelsey – Tom Houston, PE Special Counsel – Mark Bobrowski, Esq. Board of Health / Conservation Commission / Building Inspection Oversight

State / Federal Oversight BWSC BSW BRP (Wastewater) Cost Recovery Unit Attorney General’s Office MEPA Unit US EPA

Environmental Liability & Cost Overrun Insurance Independent Review by AIG’s LSP & engineers AIG – BRAC Policy ($3 million) Spoffard Insurance Group

DEP Administrative Consent Order (ACO) Binding Schedule to Implement – Phase II, Phase III, Phase IV, Phase V, RAO Continued State / DEP Oversight / Inspection Administrative Penalties for Non Compliance

Brownfields Covenant Public Comment & Review PIP Process Binding Agreement with Attorney General’s Office / DEP / State Eliminates Condo Residents & Town Liability for Future Cleanup

Our Goal Reach a “Condition of No Significant Risk of harm to human, safety, public welfare or the environment for the foreseeable future” using residential exposure scenarios – the most conservative (health protective) exposure scenario.

Questions Questions & Comments www.greenviewrealty.com

Layout plan

Utility plan

Grading & drainage plan

soil

2004 groundwater

Overburden historic

Bedrock Historic

sediments

Surface water

asbestos

pH & flashpoint

reactivity